Packet Page 208
Packet Page 209
2023 PAVEMENT REHABILITATION PROJECT
Bidder: _________________________________________
8. 5(9,6('Sample Contract with Signatures
CITY OF SEASIDE
CONSTRUCTION BID CONTRACT
(PROJECT TITLE)
This Agreement, made and concluded in duplicate this _______ day of ____ , between the CITY OF SEASIDE, herein referred to as "City", and , herein referred to as "Contractor".
WITNESSETH:
Article I. For and in consideration of the payments and agreements hereinafter mentioned to be made and performed by said City and hereunto annexed, the said Contractor agrees with the said City, at his own proper cost and expense, to do all the work and furnish all the materials, except such as are mentioned in the specifications to be furnished by said City, necessary to construct and complete in a good workmanlike and substantial manner and to the satisfaction of said City, in accordance with the provisions hereto annexed and also in accordance with the latest applicable General prevailing Wage Rates.
The work to be done is specified in these special provisions Titled “Book 1 Notice, Plans, & Special Provisions” for the 2023 Pavement Rehabilitation Project, GDWHG$SULO approved by the Public Works Director/City Engineer, which said special provisions and plans are made part of this contract.
Article II. The said City hereby promises and agrees with the said Contractor to employ, and does hereby employ, the said Contractor to provide the materials and do the work according to the terms and conditions herein contained and referred to, for the price 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 appearing in the General Prevailing Wage Rates is hereby specifically referred to and by this reference 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 or proposal of said Contractor, then this instrument shall control and nothing herein shall be considered as an acceptance of the said terms of said proposal conflicting herewith.
Article IV. By my signature hereunder, as Contractor, I certify that I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for worker's compensation or to undertake self-insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract.
Article V. And the said Contractor agrees to receive and accept the following prices as full compensation for furnishing all materials and for doing all the work contemplated and embraced in this agreement; 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 said 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, to wit:
< Awarded Bid Schedule will be inserted here >
Addendum #1 - May 13, 2024
Packet Page 210
BOOK 1
NOTICE, PLANS & SPECIAL PROVISIONS
2023 PAVEMENT REHABILIT ATION PROJECT
City Project No. 212-24-89
CITY OF SEASIDE
Department of Public Works
April 25, 2024
Packet Page 211
This Page Intentionally Left Blank
Packet Page 212
FY 22/23 PAVEMENT REHABILITATION PROJECT – Page iii
PROJECT NO.: 212-24-89
The Technical Specifications contained herein have been prepared by or under the direction of the following Registered Person:
CIVIL
________________________________Date 4-17-2024
Joseph L. Ririe
Registered Civil Engineer, C52735, Exp. 12-31-24
Pavement Engineering Inc.
Packet Page 213
2023 PAVEMENT REHABILITATION PROJECT – Page iv
This Page Intentionally Left Blank
Packet Page 214
2023 PAVEMENT REHABILITATION PROJECT – Page v
Table of Contents
2023 PAVEMENT REHABILITATION PROJECT
Notice Inviting Bids......................................................................................................................................................9 Special Provisions Volume I .....................................................................................................................................11 SECTION 1. SPECIFICATIONS AND PLANS.....................................................................................................11
1.01 GENERAL .......................................................................................................................................11
1.02 DEFINITIONS AND TERMS............................................................................................................12
1.03 CONTRACTOR'S COPIES OF CONTRACT DOCUMENTS...........................................................12
1.04 PAYMENT .......................................................................................................................................12 SECTION 2. PROPOSAL REQUIREMENTS AND CONDITIONS ..........................................................................13
2.01 GENERAL .......................................................................................................................................13
2.02 FEDERAL LOBBYING RESTRICTIONS .........................................................................................13
2.03 DISADVANTAGED BUSINESS ENTERPRISE (DBE). ...................................................................13
2.04 EXAMINATION OF SPECIFICATIONS, SPECIAL PROVISIONS, AND WORK SITE ....................13
2.05 PROPOSAL FORMS.......................................................................................................................13
2.06 REJECTION OF PROPOSALS CONTAINING ALTERATIONS ERASURES, OR IRREGULARITIES...........................................................................................................................13
2.07 PROPOSAL GUARANTY................................................................................................................14
2.08 WITHDRAWAL OF PROPOSAL .....................................................................................................14
2.09 PUBLIC OPENING OF PROPOSALS. ............................................................................................14
2.10 DISQUALIFICATION OF BIDDERS ................................................................................................14
2.11 COMPETENCY OF BIDDERS ........................................................................................................14
2.12 PERMITS AND LICENSES .............................................................................................................14 SECTION 3. AWARD AND EXECUTION OF CONTRACT.....................................................................................15
3.01 GENERAL .......................................................................................................................................15
3.02 AWARD OF CONTRACT ................................................................................................................15
3.03 CONTRACT BONDS.......................................................................................................................15
3.04 EXECUTION OF CONTRACT.........................................................................................................15
3.05 FAILURE TO EXECUTE CONTRACT.............................................................................................15
3.06 RETURN OF PROPOSAL GUARANTIES.......................................................................................16
3.07 INDEMNIFICATION.........................................................................................................................16
3.08 RESPONSIBILITY FOR DAMAGE AND INSURANCE ...................................................................16 SECTION 4. PROSECUTION AND PROGRESS....................................................................................................19
4.01 BEGINNING OF WORK, TIME OF COMPLETION, AND LIQUIDATED DAMAGES. .....................19
4.02 PRECONSTRUCTION CONFERENCE ..........................................................................................19
4.03 SUBCONTRACTORS......................................................................................................................19
4.04 SCHEDULE .....................................................................................................................................19
4.05 SUSPENSION OF CONTRACT ......................................................................................................19
4.06 RESOLUTION OF CONSTRUCTION CLAIMS ...............................................................................19
4.07 MEASUREMENT AND PAYMENT..................................................................................................20
4.08 PROGRESS PAYMENTS................................................................................................................21 Packet Page 215
2023 PAVEMENT REHABILITATION PROJECT – Page vi
4.09 FINAL PAYMENT ............................................................................................................................21
4.10 CLEANUP........................................................................................................................................22
4.11 HOURS OF WORK..........................................................................................................................22
4.12 PUBLIC NOTIFICATION .................................................................................................................22 SECTION 5. GENERAL............................................................................................................................................23
5.01 LABOR NONDISCRIMINATION......................................................................................................23
5.02 PREVAILING WAGE .......................................................................................................................23
5.03 PUBLIC SAFETY.............................................................................................................................23
5.04 REMOVAL OF ASBESTOS AND HAZARDOUS SUBSTANCES....................................................24
5.05 SUBCONTRACTING.......................................................................................................................25
5.06 PROMPT PAYMENT OF FUNDS WITHHELD TO SUBCONTRACTORS. .....................................25 SECTION 6. NOT USED..........................................................................................................................................25 SECTION 7. MATERIALS .......................................................................................................................................26
7.01 SOURCE OF SUPPLY AND QUALITY OF MATERIALS................................................................26
7.02 TRADE NAMES AND ALTERNATIVES ..........................................................................................26
7.03 SUBMITTALS ..................................................................................................................................27 SECTION 8. OTHER REQUIREMENTS..................................................................................................................28
8.01 GENERAL. ......................................................................................................................................28
8.03 PROJECT APPEARANCE. .............................................................................................................28
8.04 WORK SEQUENCING ....................................................................................................................28
8.05 DUST CONTROL ............................................................................................................................28
8.06 WATERING .....................................................................................................................................28
8.07 OBSTRUCTIONS ............................................................................................................................28
8.08 MAINTAINING TRAFFIC.................................................................................................................29
8.09 COOPERATION..............................................................................................................................29 SECTION 9. BID ITEM DESCRIPTION...................................................................................................................30
9.01 BID - Itemized below as specified by the project ...................................................................................30 SPECIAL PROVISIONS VOLUME II – TECHNICAL SPECIFICATIONS...................................................................................... 37
10.01 SCOPE OF WORK ............................................................................................................................................... 37
10.02 EMERGENCY INFORMATION............................................................................................................................. 37
10.03 UTILITY COMPANY INFORMATION ................................................................................................................... 37
10.04 ORDER OF THE WORK....................................................................................................................................... 38
10.05 REQUIREMENTS OF WORK............................................................................................................................... 39
10.06 MOBILIZATION, BONDS, AND INSURANCE ...................................................................................................... 40
10.07 TRAFFIC CONTROL ............................................................................................................................................ 41
10.08 WATER POLLUTION CONTROL ......................................................................................................................... 45
10.09 EXISTING FACILITIES ......................................................................................................................................... 47
10.10 TRIMMING, CLEARING, AND GRUBBING.......................................................................................................... 51
10.11 NOTIFICATIONS .................................................................................................................................................. 51
10.12 CONSTRUCTION SURVEYS............................................................................................................................... 53
10.13 PRESERVING & PERPETUATING SURVEY MONUMENTATION ..................................................................... 54
10.14 ROADWAY PREPARATION................................................................................................................................. 57
10.15 FINAL INSPECTION AND PUNCH LIST.............................................................................................................. 57
10.16 CONSTRUCTION AS-BUILT DRAWINGS ........................................................................................................... 57
10.17 AIR POLLUTION CONTROL ................................................................................................................................ 58 Packet Page 216
2023 PAVEMENT REHABILITATION PROJECT – Page vii
10.18 ROOT PROTECTION, ROOT PRUNING, AND TREE REMOVAL ...................................................................... 58
10.19 COLD PLANING (MILLING & KEYCUTS) ............................................................................................................ 61
10.20 HOT MIX ASPHALT (HMA) .................................................................................................................................. 64
10.21 REMOVE AND REPLACE HOT MIX ASPHALT (HMA) ....................................................................................... 72
10.22 ASPHALT TACK COAT ........................................................................................................................................ 74
10.23 LOWERING AND ADJUSTING OF UTILITY COVERS........................................................................................ 76
10.24 AGGREGATE BASE............................................................................................................................................. 78
10.25 MISCELLANEOUS CONCRETE .......................................................................................................................... 79
10.26 REPAIR SANITARY SEWER PIPE ...................................................................................................................... 86
10.27 TRAFFIC STRIPING, PAVEMENT MARKINGS, AND PAVEMENT MARKERS.................................................. 87
10.28 ROADSIDE SIGNS AND OBJECT MARKERS..................................................................................................... 93
10.29 FINAL CLEANUP.................................................................................................................................................. 95 Packet Page 217
2023 PAVEMENT REHABILITATION PROJECT – Page viii
This Page Intentionally Left Blank
Packet Page 218
2023 PAVEMENT REHABILITATION PROJECT – Page 9
CITY OF SEASIDE
Notice Inviting Bids
2023 PAVEMENT REHABILITATION PROJECT
PUBLIC NOTICE IS HEREBY GIVEN that the City of Seaside will receive sealed bids for the above stated project in the office of the City Clerk, located at City Hall, 440 Harcourt Avenue, Seaside, CA 93955, until 3:30 pm on May 23, 2024, at which time all bids will be publicly opened and read aloud.
The scope of the work will consist of all labor, material, equipment and services necessary to complete the work identified in plans titled 2023 PAVEMENT REHABILITATION PROJECT and in the specifications, including but not limited to:
The work includes, but is not necessarily limited to, the furnishing of all labor, materials, equipment, and services necessary for, and reasonably incidental to paving, reconstructing concrete curb, gutter & sidewalk, curb ramps, valley gutter, curb extensions, storm drain improvements, sanitary sewer improvements, and signing and striping, as shown or indicated in the Drawings and Specifications. The project is located at various streets within City of Seaside, Monterey County.
A non-mandatory pre-bid conference shall be held on Thursday, May 9, 2024 at 2:00 pm, in the Main Conference Room, 440 Harcourt Avenue, Seaside, CA 93955. Bidder is responsible to check the City’s website where the project is advertised to be aware of any updates to the status of the meeting.
Copies of the Bid Documents will be available for free on the City’s website at https://www.ci.seaside.ca.us/Bids.aspx The quantities shown in the proposal forms are approximate only and given as a basis for the comparison of bids. The City does not expressly or by implication assert that the actual amount of work will correspond herewith and reserves the right to increase or decrease the amount of any portion of the work or to omit portions of the work as may be deemed necessary.
Bidders are required to sign and submit the bid forms provided in the Proposal and Contract book (Book 2 Contract Documents). No bid will be considered unless it is made on a proposal form furnished by the City and is accompanied by a bid bond for ten percent (10%) of the bid amount. The successful bidder shall furnish a Labor and Materials Bond, a Performance Bond, and a Surety Bond. The successful bidder will be required to secure a City Business License before commencing work on the project and must possess a Class A General Contractors license or a combination of Class C-8 7 C-12 Licenses at the time the contract is awarded.
Pursuant to Section 1773 of the Labor Code, the general prevailing wage rates in Monterey County, 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 https://www.dir.ca.gov/public-works/prevailing-wage.html A contractor or subcontractor shall not be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 of the Public Contract Code, or engage in the performance of any contract for public work, as defined in this chapter, unless currently registered and qualified to perform public work pursuant to Section 1725.5. It is not a violation of this section for an unregistered contractor to submit a bid that is authorized by Section 7029.1 of the Business and Professions Code or by Section 10164 or 20103.5 of the Public Contract Code, provided the contractor is registered to perform public work pursuant to Section 1725.5 at the time the contract is awarded. This project is subject to compliance monitoring and enforcement by the Department of Industrial Relations.
Bidders are responsible to check the website (https://www.ci.seaside.ca.us/Bids.aspx ) prior to the Bid opening to obtain any 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.
Notice is also hereby given that 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.
Provision is made for security substitution on payment withholds as provided in Public Contract Code Sections 22200 and 22300.
The City reserves the right to reject any or all bids and the right to waiver minor irregularities or informalities in any bid proposal.
CITY OF SEASIDE
Public Works Department
______/s/ ________________________________________
Nisha Patel, PE Date
Public Works Director/City Engineer
Packet Page 219
2023 PAVEMENT REHABILITATION PROJECT – Page 10
This Page Intentionally Left Blank
Packet Page 220
2023 PAVEMENT REHABILITATION PROJECT – Page 11
CITY OF SEASIDE
Special Provisions Volume I
2023 PAVEMENT REHABILITATION PROJECT
SECTION 1. SPECIFICATIONS AND PLANS
1.01 GENERAL. The work embraced herein shall be done in accordance with these special provisions and the Standard Specifications of the State of California Department of Transportation dated 2018 sections 1-99, insofar as the same may apply, which specifications are hereinafter referred to as the "Standard Specifications." Whenever in these special provisions attention is directed to specific portions of the Standard Specifications, such direction is not exclusive and shall not be interpreted as excluding other applicable provisions of said specifications.
The following General Provisions of the Standard Specifications do not apply:
Section No. Section Name
2-1.15 Disabled Veteran Business Enterprises
2-1.18 Small Business and Non–Small Business Subcontractor Preferences 2-1.27 California Companies
2-1.31 Opt Out of Payment Adjustments for Price Index Fluctuations 3-1.08 Small Business Participation Report
9-1.07 Payment Adjustments for Price Index Fluctuations 9-1.16C Materials on Hand
9-1.16F Retentions
In the event of conflict in the contract documents, the order of precedence shall be as follows:
1. Governing ranking of Contract parts in descending order is:
1.1. Permits and licenses
1.2. Project Plans
1.3. Special Provisions
1.4. Supplemental project information
1.5. Revised Standard Specifications
1.6. Standard Specifications
1.7. Revised Standard plans
1.8. Standard Plans
2. Written numbers and notes on a drawing govern over graphics
3. Detail drawing governs over a general drawing
4. Specific specification governs over a general specification
5. Specification in a section governs over a specification referenced by that section Packet Page 221
2023 PAVEMENT REHABILITATION PROJECT – Page 12
1.02 DEFINITIONS AND TERMS.
Specifications: Standard specifications, revised standard specifications, and special provisions.
1. standard specifications: Specifications standard to Caltrans construction projects. These specifications are in a book titled Standard Specifications, State of California, California State Transportation Agency, Department of Transportation, dated 2018 published by the California Department of Transportation.
2. revised standard specifications: New or revised standard specifications. These specifications are in a section titled Revised Standard Specifications of a book titled “Contract Documents, Plans and Special Provisions.”
3. special provisions: Specifications specific to the project. These specifications are in sections titled “Special Provisions Volume I” and “Special Provisions Volume II” of a book titled “Contract Documents, Plans and Special Provisions”.
Whenever in the Standard Specifications, the terms "State of California," "Department of Transportation," "Director," "Division of Highways," "Chief Engineer," "Engineer," or "Laboratory" are used, the following terms shall be substituted therefore and any reference to any of the above terms shall be understood and interpreted to mean and refer to such substituted terms as follows:
"State of California," substitute "City of Seaside."
"Department of Transportation" -- the "Seaside City Council." "Director"-- the "Seaside City Manager."
"Division of Highways"-- the "Public Works Department of the City of Seaside." "Engineer" or "Chief Engineer"-- the "City Engineer," acting either directly or through properly authorized agents, such agents acting within the scope of the particular duties entrusted to them. "Laboratory"-- the contract laboratory of the City of Seaside or such other laboratory as may be authorized by the City to test materials and work involved in the contract.
1.03 CONTRACTOR'S COPIES OF CONTRACT DOCUMENTS.
The Engineer will supply the Contractor with two (2) full-size sets and one pdf set of contract documents that include the plans and specifications. Maintain at least one complete set of plans and specifications at the site of construction in good condition and at all times available to the Engineer. Additional copies of the contract documents, if required, can be furnished by the Engineer at the cost of reproduction.
1.04 PAYMENT. Full compensation for work specified in the Special Provisions Volume I are included in the payment for the bid items involved unless:
1. Bid item for the work is shown on the Bid Item List
2. Work is specified as change order work
Packet Page 222
2023 PAVEMENT REHABILITATION PROJECT – Page 13
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 the proposal form and the submission of the bid. Proposal forms are provided in a separate book entitled Book 2 “Contract Documents” for 2023 Pavement Rehabilitation Project.
The Bidder's Bond Statement mentioned in the last paragraph in Section 2-1.34, “Bidder’s Security” of the Standard Specifications will be found following the signature page of the Proposal in the Proposal and Contract Book.
Failure of the bidder to fulfill the requirements of the Special Provisions for submittals required to be furnished after bid opening 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 FEDERAL LOBBYING RESTRICTIONS. Section 1352, Title 31, United States Code prohibits Federal funds from being expended by the recipient or any lower tier sub recipient of a Federal-aid contract to pay for any person for influencing or attempting to influence a Federal agency or Congress in connection with the awarding of any Federal-aid contract, the making of any Federal grant or loan, or the entering into of any cooperative agreement.
The Contractor, subcontractors and any lower-tier contractors shall file a disclosure form at the end of each calendar quarter in which there occurs any event that requires disclosure or that materially affects the accuracy of the information contained in any disclosure form previously filed by the Contractor, subcontractors and any lower-tier contractors. An event that materially affects the accuracy of the information reported includes:
(1) A cumulative increase if $25,000 or more in the amount paid or expected to be paid for influencing or attempting to influence a covered Federal action; or
(2) A change in the person(s) or individual(s) influencing or attempting to influence a covered Federal action; or (3) A change in the officer(s), employees(s), or Member(s) contacted to influence or attempt to influence a covered Federal Action.
2.03 DISADVANTAGED BUSINESS ENTERPRISE (DBE). Federal aid projects must comply with the requirements of section 2-1.12 of the Standard Specifications.
2.04 EXAMINATION OF SPECIFICATIONS, SPECIAL PROVISIONS, AND WORK SITE. The bidder shall examine carefully the site of the work contemplated and the proposal, specifications, and contract forms therefore. It will be assumed that the bidder has investigated and is satisfied as to the conditions to be encountered, as to the character, quality and quantities of work to be performed, materials to be furnished, and as to the requirements of the specifications, these special provisions, and the contract.
If any party contemplating submitting a bid for the proposed contract is in doubt as to the true meaning of any part of the specifications or proposed contract documents, or finds discrepancies in or omissions from the specifications, shall submit to the City a written request for an interpretation or correction thereof. The party submitting the request will be responsible for its prompt delivery. Any interpretation or correction of the proposed documents prior to bid opening will be made only by addendum duly issued, and a copy of such addenda will be mailed to each person receiving a set of such documents. The City will not be responsible for any other explanations or interpretations of the proposed documents. No request will be reviewed or heard within seventy-two (72) hours of bid opening.
The bidder shall perform or make any investigations or studies he deems necessary to evaluate the site conditions and bid on the construction operations necessary to complete the project under this Contract. No additional compensation will be made for such investigations. All investigations shall be coordinated with the City and shall be subject to all applicable City standards and ordinances.
2.05 PROPOSAL FORMS. All proposals shall be made upon the forms obtained from the City. Proposals submitted on forms other than those issued by the City will be disregarded. All bids shall be presented under sealed cover, plainly marked "Proposal" and identifying the project name and number.
2.06 REJECTION OF PROPOSALS CONTAINING ALTERATIONS ERASURES, OR IRREGULARITIES. Proposals may be rejected if they show any alteration of form, additions not called for, conditional bids, incomplete bids, erasures, or irregularities of any kind.
Packet Page 223
2023 PAVEMENT REHABILITATION PROJECT – Page 14
2.07 PROPOSAL GUARANTY. All bids shall be accompanied by cash, cashier's or certified check, or by bidder's bond made payable to the City of Seaside and executed as surety by some corporation authorized to issue surety bonds in the State of California, for an amount equal to at least ten percent of the total bid amount. No bid shall be considered unless cashiers' or certified check, or bidder's bond is enclosed therewith.
2.08 WITHDRAWAL OF PROPOSAL. Any bid may be withdrawn at any time prior to, but not after, the hour fixed in the public notice for the opening of bids, provided that a request in writing, executed by the bidder or his duly authorized representative, for the withdrawal of such bid, is filed with the City Engineer. The withdrawal of a bid shall not prejudice the right of a bidder to file a new bid.
2.09 PUBLIC OPENING OF PROPOSALS. Proposals will be opened and read publicly at the time and place indicated in the Notice to Bidders. Bidders or their authorized agents and the public are invited to be present.
2.10 DISQUALIFICATION OF BIDDERS. The City will not consider more than one proposal from an individual, firm, or partnership, a corporation, or an association under the same or different names. A Contractor may be interested in one bid as prime Contractor and another as subcontractor, providing no collusion exists. Proposals in which the prices are unbalanced may be rejected.
2.11 COMPETENCY OF BIDDERS. No bid will be accepted from or contract awarded to a Contractor to whom a proposal form has not been issued by the Engineer or who has not successfully performed on projects of similar character and scope of proposed construction. Submit a completed Bidder’s Information Statement with your proposal using the form provided by the City.
2.12 PERMITS AND LICENSES. Comply with Section 5-1.20B, “Permits, Licenses, Agreements, and Certifications,” of the Standard Specifications and these special provisions.
Additionally, Contractor must:
• Hold a valid City of Seaside business license for the duration of this contract. • Possess a Class A General Contractors License, or a combination of Class C-8 & C-12 Contractors License • Obtain all applicable permits at no additional cost to the City • Obtain City of Seaside no-fee encroachment permit
Packet Page 224
2023 PAVEMENT REHABILITATION PROJECT – Page 15
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.
Bid protests are to be delivered to the following address within 5 business days after bid opening: 440 Harcourt Avenue, Seaside, CA 93955
The contract shall be executed by the successful bidder and shall be returned, together with the contract bonds, to the City so that it is received within 10 days, not including Saturdays, Sundays and legal holidays, after the bidder has received the contract for execution. Failure to do so shall be just cause for forfeiture of the proposal guaranty. The executed contract documents shall be delivered to the following address: Public Works, 440 Harcourt Avenue, Seaside, CA 93955.
3.02 AWARD OF CONTRACT. The City reserves the right to reject any or all bid proposals and to waive minor irregularities or informalities in any bonds or in any proposals. Bids are required for all the work including bid alternate packages. The award of contract, if awarded, will be made within sixty calendar days to the lowest responsible bidder whose proposal complies with all the requirements prescribed. The City reserves the right to award only the base bid package and/or in any combination with bid alternate packages.
3.03 CONTRACT BONDS. The successful bidder shall furnish three separate bonds: a performance bond, a labor and materials bond and a surety bond. Each of the said bonds shall be executed in a sum equal to one hundred percent of the Contract price and issued by a bonding company with an A.M. Best rating of A- or better, or instrument of credit. • Performance Bond: This bond shall guarantee the faithful performance of said contract by the Contractor. The performance bond will be held until final acceptance of the project. • Labor and Materials Bond: This bond shall be furnished as required by the terms of Division 3, Title 15, Chapter 7, Section 3247, et seq. of the Civil Code of the State of California. The Labor and Materials bond shall be held until final acceptance of the project.
• Surety Bond: This bond shall serve as surety for the guaranty requirements, as follows: The successful bidder shall unconditionally guarantee the materials for a period of one year from the date of recording of the notice of completion. The guarantee shall cover one hundred percent of all costs of repairs within this one-year period, including all costs of labor, materials, equipment and incidentals.
Whenever any surety or sureties on any such bonds, or on any bonds required by law for the protection of the claims of laborers and material suppliers, become insufficient, or the City has cause to believe that such surety or sureties have become insufficient, a demand in writing may be made of the Contractor for such further bond or bonds or additional surety, not exceeding that originally required as is considered necessary considering the extent of the work remaining to be done. Thereafter, no payment shall be made upon such contract to the Contractor or any assignees of the Contractor until such bond or bonds or additional surety have been furnished.
3.04 EXECUTION OF CONTRACT. Attention is directed to the provisions in Section 3-1.18 “Contract Execution” of the Standard Specifications. The contract shall be signed by the successful bidder and returned, together with the contract bonds, copies of insurance policies, and Certificates of Insurance within 10 days, not including Saturdays, Sundays and legal holidays, after the bidder has received the contract for execution.
3.05 FAILURE TO EXECUTE CONTRACT. Failure to execute a contract and file acceptable bonds within five calendar days after receiving notice that the contract has been awarded shall be just cause for the annulment of the award and the forfeiture of the proposal guaranty. If the successful bidder refuses or fails to execute the contract, the City Council may award the contract to the second lowest responsible bidder. On the refusal or failure of the second or third lowest responsible bidder to whom such contract is so awarded to execute the same, such bidder's guaranty shall be likewise forfeited to the City. The work may then be re-advertised or may be constructed by day labor as the City Council may decide.
Packet Page 225
2023 PAVEMENT REHABILITATION PROJECT – Page 16
3.06 RETURN OF PROPOSAL GUARANTIES. Within ten days after the award of contract, the City will return the proposal guaranties accompanying such of the proposals as are not to be considered in making the award. All other proposal guaranties will be held until the contract has been finally executed, after which they will be returned to the respective bidder whose proposal they accompany.
3.07 INDEMNIFICATION. To the fullest extent permitted by law, the Contractor agrees to indemnify, defend and hold harmless, City and any and all of City's boards, officers, employees, agents, assigns, and successors in interest through legal counsel reasonably acceptable to the City, from and against any and all claims losses, demand and expenses, including, but not limited to, attorney's fees and cost of litigation, on account of bodily injury, including death, or property damage arising out of or in any way connected to the work performed by Contractor under this agreement. Without affecting the rights of City under any provision of this agreement, 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's 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.
3.08 RESPONSIBILITY FOR DAMAGE AND INSURANCE. Prior to the beginning of and throughout the duration of the work, Contractor will 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 here, it will be amended 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 City in excess of the limits and coverage required in this agreement and which is applicable to a given loss, will be available to City.
Contractor shall provide the following types and amounts of insurance:
1. Commercial General Liability Insurance using Insurance Services Office "Commercial General Liability" policy form CG 00 01 or the exact equivalent. Defense costs must be paid in addition to limits. There shall be no cross liability exclusion for claims or suits by one insured against another. Limits shall be no less than $2,000,000 per occurrence for all covered losses and no less than $4,000,000 general aggregate.
Contractor's policy shall contain no endorsements limiting coverage beyond the basic policy coverage grant for any of the following:
• Explosion, collapse or underground hazard (XCU)
• Products and completed operations
• Pollution liability
• Contractual liability
2. Coverage shall be applicable to City for injury to employees of contractors, subcontractors or others involved in the project.
Policy shall be endorsed to provide a separate limit applicable to this project.
3. Workers Compensation on a state-approved policy form providing statutory benefits as required by law with employer's liability limits no less than $1,000,000 per accident for all covered losses.
4. Business Auto Coverage on ISO Business Auto Coverage form CA 00 01 06 92 including symbol 1 (Any Auto) or the exact equivalent. Limits shall be no less than $1,000,000 per accident, combined single limit. If Contractor owns no vehicles, this requirement may be satisfied by a non-owned auto endorsement to the general liability policy described above. If Contractor or Contractor's employees will use personal autos in any way on this project, Contractor shall provide evidence of personal auto liability coverage for each such person.
5. Excess or Umbrella Liability Insurance (Over Primary) if used to meet limit requirements, shall provide coverage at least as broad as specified for the underlying coverages. Any such coverage provided under an umbrella liability policy shall include a drop down provision providing primary coverage above a maximum $25,000 self-insured retention for liability not covered by primary but covered by the umbrella. Coverage shall be provided on a "pay on behalf' basis, with defense costs payable in addition to policy limits. There shall be no cross liability exclusion precluding coverage for claims or suits by one insured against another. Coverage shall be applicable to City for injury to employees of Contractor, subcontractors or others involved in the Work. The scope of coverage provided is subject to approval of City following receipt of proof of insurance as required herein. Limits are subject to review but in no event less than $1,000,000 per occurrence and aggregate.
Packet Page 226
2023 PAVEMENT REHABILITATION PROJECT – Page 17
Insurance procured pursuant to these requirements shall be written by insurers that are admitted carriers in the state of California and with an A.M. Best rating of A- or better and a minimum financial size VII.
Contractor and City agree as follows:
1. Contractor agrees to endorse the third party general liability coverage required herein to include as additional insureds City, its officials, employees and agents, using standard ISO endorsement No. CG 2010 with an edition date of 1985. Contractor also agrees to require all contractors, subcontractors, and anyone else involved in any way with the project contemplated by this agreement to do likewise.
2. Any waiver of subrogation express or implied on the part of City to any party involved in this agreement or related documents applies only to the extent of insurance proceeds actually paid. City, having required that it be named as an additional insured to all insurance coverage required herein, expressly retains the right to subrogate against any party for sums not paid by insurance. For its part, Contractor agrees to waive subrogation rights against City regardless of the applicability of any insurance proceeds, and to require all contractors, subcontractors or others involved in any way with the project(s) contemplated by this agreement, to do likewise.
3. All insurance coverage maintained or procured by Contractor or required of others by Contractor pursuant to this agreement shall be endorsed to delete the subrogation condition as to City, or to specifically allow Contractor or others providing insurance herein to waive subrogation prior to a loss. This endorsement shall be obtained regardless of existing policy wording that may appear to allow such waivers.
4. It is agreed by Contractor and City that insurance provided pursuant to these requirements is not intended by any party to be limited to providing coverage for the vicarious liability of City, or to the supervisory role, if any, of City. All insurance coverage provided pursuant to this or any other agreement (express or implied) in any way relating to City is intended to apply to the full extent of the policies involved. Nothing referred to here or contained in any agreement involving City in relation to the project(s) contemplated by this agreement is intended to be construed to limit the application of insurance coverage in any way.
5. 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.
6. All coverage types and limits required are subject to approval, modification and additional requirements by the City, as the need arises. Contractor shall not make any reductions in scope of coverage (e.g. e1imation of contractual liability or reduction of discovery period) that may affect City's protection without City's prior written consent.
7. Proof of compliance with these insurance requirements, consisting of binders of coverage, or endorsements, or certificates of insurance, at the option of City, shall be delivered to City at or prior to the execution of this Agreement. In the event such proof of any insurance is not delivered as required, or in the event such insurance is canceled at any time and no replacement coverage is provided, City has the right, but not the duty, to obtain any insurance it deems necessary to protect its interests under this or any other agreement and to pay the premium. Any premium so paid by City shall be charged to and promptly paid by Contractor or deducted from sums due Contractor, at City option.
8. Contractor agrees to endorse, and to require others to endorse, the insurance provided pursuant to these requirements, to require 30 days notice to City and the appropriate tender prior to cancellation of such liability coverage and notice of any material alteration or non-renewal of any such coverage, and to require contractors, subcontractors, and any other party in any way involved with the project contemplated by this agreement to do likewise.
9. It is acknowledged by the parties of this agreement that all insurance coverage required to be provided by Contractor or any subcontractor, is intended to apply first and on a primary non-contributing basis in relation to any other insurance or selfinsurance available to City.
10. Contractor agrees to ensure that 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 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 subcontractors and others engaged in the project will be submitted to City for review.
Packet Page 227
2023 PAVEMENT REHABILITATION PROJECT – Page 18
11. Contractor agrees that all layers of third party liability coverage required herein, primary, umbrella and excess, will have the same starting and expiration date. Contractor agrees further that all other third party coverages required herein will likewise have concurrent starting and ending dates.
12. Contractor agrees not to self-insure or to use any self-insured retentions or deductibles on any portion of the insurance required herein and further agrees that it will not allow any contractor, subcontractor, Architect, Engineer or other entity or person in any way involved in the performance of work on the project contemplated by this agreement to self-insure its obligations to City. If contractor's existing coverage includes a deductible or self-insured retention, the deductible or selfinsured retention must be declared to the City. At that time the City shall review options with the contractor, which may include reduction or elimination of the deductible or self-insured retention, substitution of other coverage, or other solutions.
13. 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 ninety (90) days advance written notice of such change. If such change results in substantial additional cost to the Contractor, the City will negotiate additional compensation proportional to the increased benefit to City.
14. For purposes of applying insurance coverage only, all contracts pertaining to the project will be deemed to be executed when finalized and any activity commences in furtherance of performance under this agreement.
15. Contractor acknowledges and agrees that any actual or alleged failure on the part of City to inform Contractor of noncompliance with any insurance requirement in no way imposes any additional obligations on City nor does it waive any rights hereunder in this or any other regard.
16. Contractor will renew the required coverage annually as long as City, or its employees or agents face an exposure from operations of any type pursuant to this agreement. This obligation applies whether or not the agreement is canceled or terminated for any reason. The insurance shall include but not be limited to products and completed operations and discontinued operations, where applicable. Termination of this obligation is not effective until City executes a written statement to that effect.
17. Contractor agrees to waive its statutory immunity under any workers' compensation statute or similar statute, in relation to the city, and to require all subcontractors and any other person or entity involved in the project contemplated by this agreement to do likewise.
18. Requirements of specific coverage features are not intended as limitations on other requirements or as a waiver of any coverage normally provided by any given policy. 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.
19. Any provision in any of the construction documents dealing with the insurance coverage provided pursuant to these requirements, is subordinate to and superseded by the requirements contained herein. These insurance requirements are intended to be separate and distinct from any other provision in this agreement and are intended by the parties here to be interpreted as such.
20. All liability coverage provided according to these requirements must be endorsed to provide a separate aggregate limit for the project that is the subject of this agreement and evidencing products and completed operations coverage for not less than two years after issuance of a final certificate of occupancy by all appropriate government agencies or acceptance of the completed work by City.
21. Contractor agrees to be responsible for ensuring that no contract used by any party involved in any way with the project reserves the right to charge City or Contractor for the cost of additional insurance coverage required by this agreement. Any such provisions are to be deleted with reference to City. It is not the intent of City to reimburse any third party for the cost of complying with these requirements. There shall be no recourse against City for payment of premiums or other amounts with respect thereto.
22. Contractor agrees to obtain and provide to City a copy of Professional Liability coverage for Architects or Engineers working on this project through Contractor. City shall determine the liability limit.
Packet Page 228
2023 PAVEMENT REHABILITATION PROJECT – Page 19
SECTION 4. PROSECUTION AND PROGRESS
4.01 BEGINNING OF WORK, TIME OF COMPLETION, AND LIQUIDATED DAMAGES. Attention is directed to the provisions in Section 8-1.04, “Start of Job Site Activities,” in Section 8-1.05 "Time“ and in Section 8-1.10, "Liquidated Damages;" of the Standard Specifications.
The Contractor shall begin work within 10 calendar days after the Notice to Proceed has been issued by the City of Seaside.
This work shall be diligently prosecuted to completion before the expiration of 105 WORKING DAYS.
The Contractor shall pay liquidated damages to the City of Seaside, the sum of $3,300 per day, for each and every calendar day's delay in finishing the work in excess of the number of working days prescribed above.
Upon written request of the Contractor, the Engineer will add one day to the contract completion date for each working day that in the judgment of the Engineer work cannot be performed to the specifications herein due to inclement weather conditions. The Contractor shall submit such delay request to the Engineer no later than 9:00 a.m. on the workday in question.
4.02 PRECONSTRUCTION CONFERENCE. Prior to or in conjunction with issuance of the Notice to Proceed, a preconstruction conference will be held for the purpose of discussing with the Contractor the scope of work, contract drawings, specifications, existing conditions, schedule, traffic control, materials to be ordered, equipment to be used, and all essential matters pertaining to the prosecution of and the satisfactory completion of the project as required. The Contractor's representative at this conference shall include all major superintendents for the work and may include major subcontractors.
At or before the preconstruction conference, submit to the Engineer a “letter of responsibility” on company letterhead indicating (1) the names and phone numbers of at least three different persons who shall be available to be contacted in case of emergency at any time during the term of the contract. (said persons must have decision-making authority within the company); and (2) the name and title of each of your officials who will be authorized to sign contract change orders, daily extra work reports, and the final pay estimate.
Weekly meetings will be scheduled by the City at the discretion of the City during the pre-construction phase and during the construction phase.
4.03 SUBCONTRACTORS. In the event that the bidder proposes to subcontract any portion of the work in an amount in excess of one-half of one percent (0.5%) of the total amount of bid, he shall complete the form included in the proposal showing the name and location of the place of business of each subcontractor and the portion of the work to be done by such subcontractor. The purchase of sand, gravel, crushed rock, batched concrete, aggregates, ready-mixed concrete and/or any other materials produced at and furnished from established and recognized commercial plants, together with the delivery of such materials to the site of the work by means of vehicles owned and operated by such plants or by recognized commercial hauling companies, shall not be considered as subcontracting under these special provisions.
4.04 SCHEDULE. A detailed progress schedule identifying the critical path method (CPM) shall be submitted for approval at the scheduled pre-construction meeting. Schedule must comply with the requirements of Section 8-1.02 “Schedule” of the Standard Specifications.
4.05 SUSPENSION OF CONTRACT. Attention is directed to Section 8-1.13, “Contractor’s Control Termination” of the Standard Specifications for requirements regarding suspension of contract.
4.06 RESOLUTION OF CONSTRUCTION CLAIMS. “Claim" means a separate demand by the Contractor for (1) a time extension, (2) payment of money or damages arising from work done by or on behalf of the Contractor pursuant to the contract for a public work and payment of which is not otherwise expressly provided for or the claimant is not otherwise entitled to, (3) an amount the payment of which is disputed by the City. This section applies to all public works claims of three hundred seventy-five thousand dollars [$375,000] or less. For any claim subject to this section, the following requirements apply:
1. The claim shall be in writing and include the documents necessary to substantiate the claim. Claims must be filed on or before the date of final payment. Nothing herein is intended to extend the time limit or supersede notice requirements otherwise provided by contract for the filing of claims.
2. For claims of less than fifty thousand dollars the City shall respond in writing to any written claim within 45 days of receipt Packet Page 229
2023 PAVEMENT REHABILITATION PROJECT – Page 20
of the claim, or may request in writing within 30 days of receipt of the claim any additional documentation supporting the claim or relating to defenses or claims the City may have against the claimant.
If additional information is thereafter required, it shall be requested and provided pursuant to this section upon mutual agreement of the City and the Contractor. The City's written response to the claim, as further documented, shall be submitted to the claimant within 15 days after receipt of the further documentation or within a period of time no greater than that taken by the claimant in producing the additional information, whichever is greater.
3. For claims of over fifty thousand and less than or equal to three hundred seventy-five thousand dollars the owner shall respond in writing to all written claims within 60 days of receipt of the claim, or may request in writing within 30 days of receipt of the claim any additional documentation supporting the claim or relating to defenses or claims the City may have against the Contractor. If additional information is thereafter required, it shall be requested and provided pursuant to this section upon mutual agreement of the City and the Contractor. The City's written response to the claim, as further documented, shall be submitted to the Contractor within 30 days after receipt of the further documentation, or within a period of time no greater than that taken by the claimant in producing the additional information or requested documentation, whichever is greater.
4. If the claimant disputes the owner's written response or the City fails to respond within the time prescribed, the claimant may so notify the City in writing either within 15 days of receipt of the City's response or within 15 days of the City's failure to respond within the time prescribed, respectively, and demand an informal conference to meet and confer for settlement of the issues in dispute. Upon a demand, the owner shall schedule a meet and confer conference within 30 days for settlement of the dispute.
5. If following the meet and confer conference the claim or any portion remains in dispute, the claimant may file a claim pursuant to Chapter 1 [commencing with Section 900] and Chapter 2 [commencing with Section 910] of Part 3, Division
3.6, Title 1 of the Government Code. For purposes of those provisions, the running of the period of time within which a claim must be filed shall be tolled from the time the claimant submits his or her written claim pursuant to subsection (1) until the time the claim is denied, including any period of time utilized by the meet and confer conference.
The following procedures are established for all civil actions filed to resolve claims subject to this article:
(1) Within 60 days, but no earlier than 30 days, following the filing of response pleading, the court shall submit the matter to non-binding mediation unless waived by mutual stipulation of both parties. The mediation process shall provide for the selection within 15 days by both parties of a disinterested third person as mediator, shall be commenced within 30 days of the submittal, and shall be concluded within 15 days from commencement of the mediation unless a time requirement is extended upon a good cause showing to the court. (2) If the matter remains in dispute, the case shall be submitted to judicial arbitration pursuant to Chapter 2.5 [commencing with Section 1141.10] of Title 3 of Part 3 of the Code of Civil Procedure, notwithstanding Section 1141.11 of that code.
The Civil Discovery Act of 1986, Article 3 [commencing with Section 2016] of Chapter 3 of Title 3 of Part 4 of the Code of Civil Procedure shall apply to any proceeding brought under this subdivision consistent with the rules pertaining to judicial arbitration.
In addition to Chapter 2.5 [commencing with Section 1141.10] of Title 3 of Part 3 of the Code of Civil Procedure, [A] arbitrators shall, when possible, be experienced in construction law, and [B] any party appealing an arbitration award who does not obtain a more favorable judgment shall, in addition to payment of costs and fees under that chapter, also pay the attorney's fees on appeal of the other party.
4.07 MEASUREMENT AND PAYMENT. Measurement and payment shall conform to the applicable provisions of Section 9 of the Standard Specifications, except as the referenced section is modified herein.
The City does not share costs. You are responsible for the entire cost of flagging and BMP maintenance.
When an item of work is designated as Final Pay (F) in the Engineer’s Estimate, the estimated quantity for that item of work shall be the final pay quantity, unless the dimensions of any portion of that item are revised by the Engineer, or the item or any portion of the item is eliminated. If the dimensions of any portion of the item are revised, and the revisions result in an increase or decrease in the estimated quantity of that item of work, the final pay quantity for the item will be revised in the amount represented by the changes in the dimensions, except as otherwise provided for minor concrete. If a final pay item is eliminated, the estimated quantity for the item will be eliminated. If a portion of a final pay item is eliminated, the final pay item will be revised in the amount represented by the Packet Page 230
2023 PAVEMENT REHABILITATION PROJECT – Page 21
eliminated portion of the item of work.
The estimated quantity for each item of work designated as (F) in the Engineer’s Estimate shall be considered as approximate only, and no guarantee is made that the quantity which can be determined by the computations, based on details and dimensions shown on the plans, will equal the estimated quantity. No allowance will be made in the event that the quantity based computation does not equal the estimated quantity.
In case of discrepancy between the quantity shown in the Engineer’s Estimate for a final pay item and the quantity or summation of quantities for the same item shown on the plans, payment will be based on the quantity shown in the Engineer’s Estimate.
4.08 PROGRESS PAYMENTS. Attention is directed to Section 9-1.16, “Progress Payments,” of the Standard Specifications.
After acceptance of the contract pursuant to the provisions in Section 9-1.17, "Payment After Contract Acceptance," of the Standard Specifications, the amount, if any, payable for a contract item of work in excess of the maximum value for progress payment purposes hereinabove listed for the item, will be included for payment in the first estimate made after acceptance of the contract.
The City shall retain five percent of such estimated value of the work done as aforesaid as part security for the fulfillment of the contract by the Contractor, and shall pay monthly to the Contractor while carrying on the work the balance not retained, as aforesaid, after deducting therefrom all previous payments and all sums to be kept or retained under the provisions of the contract. No such estimate or payment shall be required to be made when, in the judgment of the Engineer, the work is not proceeding in accordance with the provisions of the contract, or when, in his judgment, the total value of the work done since the last estimate amounts to less than Three hundred dollars. No such estimate or payment shall be construed to be an acceptance of any defective work or improper materials.
The City of Seaside, by and through the appropriate officer or officers, may at its option and at any time retain out of any amounts due the Contractor sufficient to cover any unpaid claims provided that sworn statements of said claims shall have been filed in the office of the City Engineer.
No progress payments will be made for any materials on hand which are furnished but not incorporated in the work.
4.09 FINAL PAYMENT. Within fifteen days after the completion of the work, make a semi-final estimate in writing of the final quantities of work done under the contract and the value of such work and submit such estimate to the Engineer. The City will retain five percent of such estimated value of the work done and will pay to the Contractor the balance not retained as aforesaid after deducting therefrom all amount to be kept and all amounts to be retained under the provisions of the contract.
Within fifteen days after submission to the City of the semi-final estimate, submit to the Engineer your written statement of all claims for additional compensation due under the contract. Claim statements must comply with the requirements of Section 9-1.17D(2), “Claim Statement” of the Standard Specifications.
Upon your approval, or if you file no claims within said period of fifteen days, the Engineer will issue a final written estimate, and the City will pay you the entire sum so found to be due after deducting therefrom all previous payments and all amounts to be kept or retained under the provisions of the contract. If you, within said period of fifteen days, file claims, the Engineer will then consider and investigate such claims, and will make such revision in the final quantities as he may find to be due, and will then make and issue a final written estimate. The City will pay the amount so found due, after deducting therefrom all previous payments and amounts to be retained under the provisions of the contract.
All prior partial estimates and payments shall be subject to correction in the final estimate and payment. The final estimate shall be conclusive and binding against both parties to the contract on all questions relating to the performance of the contract and the amount of work done thereunder and compensation therefor, except in the case of gross error.
Payment on the final estimate shall not be due and payable in less than thirty-five days after the date of recording of the notice of completion in the county recorder's office.
The City, by and through the appropriate officer or officers may at its option and at any time retain out of any amounts due the Contractor sums sufficient to cover any unpaid claims provided that sworn statements or said claims shall have been filed in the Public Works Department.
Attention is directed to Section 5.06, “Prompt Payments,” of these Special Provisions.
Packet Page 231
2023 PAVEMENT REHABILITATION PROJECT – Page 22
4.10 CLEANUP. Attention is directed to Section 4-1.13, "Cleanup,” of the Standard Specifications. Ensure that all vehicles leaving the site area are in a condition so that no dirt or debris will be spilled upon the City's streets or highways. Full compensation for all cleanup work is considered included in the various contract bid items, and no additional payment will be made therefor.
4.11 HOURS OF WORK. The hours of construction shall be begin at 8:00 am and end at 5:00 pm Monday through Friday. No work except maintenance of the traveled way or maintenance of completed work shall be performed on Saturday, Sunday or legal holidays without prior written approval of the Engineer. Perform overtime and shift work only when approved by the Engineer. You must pay the City’s costs for inspection and management of overtime and shift work.
4.12 PUBLIC NOTIFICATION. Prior to beginning work and during the course of the work, deliver notices to each business and resident adjacent to the project area, and to residents of adjacent streets that may have access restricted during construction. Submit notices and proposed delivery schedule for each at the pre-construction conference. Notices in English and Spanish shall be posted as door hangers at each address at least on month prior to the work and within two (2) weeks of restricting access. Notice must include a brief description of the work, estimated duration of access restriction, and names, email addresses and mobile phone numbers for Contractor’ Project Superintendent and City contact representatives.
In addition to obtaining approval from the Seaside Police and Fire Departments in compliance with the Public Safety section of these special provisions, notify the United States Post Office (831.394.6329), Sand City & Seaside Waste Management (831.384.5000) and Monterey-Salinas Transit (831.899.2555) by telephone two workdays prior to implementing street and lane closures for this project.
Full compensation for providing public notification shall be considered as included in the contract lump sum price paid for "Mobilization," and no separate payment will be made therefor.
Packet Page 232
2023 PAVEMENT REHABILITATION PROJECT – Page 23
SECTION 5. GENERAL
5.01 LABOR NONDISCRIMINATION. Comply with the requirements of Section 7-1.02I(2) “Nondiscrimination," of the Standard Specifications.
5.02 PREVAILING WAGE. The general prevailing wage rates are determined by the Director of Industrial Relations, for the County of Monterey. Current prevailing wage rates can be found in “General Prevailing Wage Determinations made by the Director of Industrial Relations” (wage determinations) at the Division of Labor Statistics and Research, Prevailing Wage Unit, P. O. Box 420603, San Francisco, CA 94142, (415) 703-4774, or at DIRs website at http://www.dir.ca.gov/. These wage rates are not included in the Bid book for the project. Changes, if any, to the general prevailing wage rates will be available at the same location. The City will include a copy of the applicable State prevailing wage rates with the contract.
The Contractor will be required to maintain and distribute certified payroll records in compliance with Section 1776 of the California Labor Code. The Contractor shall register as specified in Labor Code section 1771.1(a). The project is subject to compliance monitoring and enforcement by the Department of Industrial Relations in accordance with Labor Code sections 1725.5 (contractor registration requirements and criteria), 1771.1 (requirement to register as a condition to bid or work on public works), and 1771.4 (project compliance monitoring).
The labor surcharge, equipment rental rates, and the delay factors for each classification of equipment are listed in the Department of Transportation publication entitled "Labor Surcharge and Equipment Rental Rates."
5.03 PUBLIC SAFETY. The Contractor shall provide for the safety of traffic and the public in conformance with the provisions in Section 7-1.04, "Public Safety," of the Standard Specifications and these special provisions.
The Contractor shall install temporary railing (Type K) between a lane open to public traffic and an excavation, obstacle or storage area when the following conditions exist:
A. Excavations--The near edge of the excavation is 12 feet or less from the edge of the lane, except:
1. Excavations covered with sheet steel or concrete covers of adequate thickness to prevent accidental entry by traffic or the public.
2. Excavations less than 1 foot deep.
3. Trenches less than 1 foot wide for irrigation pipe or electrical conduit, or excavations less than 0.3-m in diameter.
4. Excavations parallel to the lane for the purpose of pavement widening or reconstruction.
5. Excavations in side slopes, where the slope is steeper than 1:4 (vertical: horizontal).
6. Excavations protected by existing barrier or railing.
B. Temporarily Unprotected Permanent Obstacles--The work includes the installation of a fixed obstacle together with a protective system, such as a sign structure together with protective railing, and the Contractor elects to install the obstacle prior to installing the protective system; or the Contractor, for the Contractor's convenience and with permission of the Engineer, removes a portion of an existing protective railing at an obstacle and does not replace such railing complete in place during the same day.
C. Storage Areas--Material or equipment is stored within 12 feet of the lane and the storage is not otherwise prohibited by the provisions of the Standard Specifications and these special provisions.
The approach end of temporary railing (Type K), installed in conformance with the provisions in this section "Public Safety" and in Section 7-1.04, "Public Safety," of the Standard Specifications, shall be offset a minimum of 15 feet from the edge of the traffic lane open to public traffic. The temporary railing shall be installed on a skew toward the edge of the traffic lane of not more than 1 foot transversely to 10 feet longitudinally with respect to the edge of the traffic lane. If the 15 feet minimum offset cannot be achieved, the temporary railing shall be installed on the 10 to 1 skew to obtain the maximum available offset between the approach end of the railing and the edge of the traffic lane, and an array of temporary crash cushion modules shall be installed at the approach end of the temporary railing.
Except for installing, maintaining and removing traffic control devices, whenever work is performed or equipment is operated in the following work areas, the Contractor shall close the adjacent traffic lane unless otherwise provided in the Standard Specifications and these special provisions:
Packet Page 233
2023 PAVEMENT REHABILITATION PROJECT – Page 24
Approach Speed of Public Traffic (Posted Limit)
(Miles Per Hour)
Work Areas
Over 45 Miles Per Hour Within 6 feet of a traffic lane but not on a traffic lane 35 to 45 Miles Per Hour Within 3 feet of a traffic lane but not on a traffic lane The lane closure provisions of this section shall not apply if the work area is protected by permanent or temporary railing or barrier.
When traffic cones or delineators are used to delineate a temporary edge of a traffic lane, the line of cones or delineators shall be considered to be the edge of the traffic lane, however, the Contractor shall not reduce the width of an existing lane to less than 10 feet without written approval from the Engineer.
When work is not in progress on a trench or other excavation that required closure of an adjacent lane, the traffic cones or portable delineators used for the lane closure shall be placed off of and adjacent to the edge of the traveled way. The spacing of the cones or delineators shall be not more than the spacing used for the lane closure.
Suspended loads or equipment shall not be moved nor positioned over public traffic or pedestrians.
In addition to any other measures pursuant to the provisions of Section 7-1.04, "Public Safety,” of the Standard Specifications, your attention is directed to the following special provisions. Maintain access to all fire hydrants within the project area to the satisfaction of the Seaside Fire Department. Obtain their written approval prior to using any hydrant within the City of Seaside.
When constructing curb ramps at an intersection, the Contractor must provide safe passage to all pedestrians around the area of work at all times. The Contractor must use the latest California MUTCD standards when determining the number of curb ramps that can be constructed at once at the intersection.
Construction is within City owned right-of-way, and you must make provisions for the safe passage of public traffic through the necessary portions of the work at all times, unless full closure of the right-of-way is required and authorized by the Engineer.
Maintain access to adjacent parking areas by motor vehicles at all times, and make provisions for the safe passage of pedestrians around walkway and parking areas at all times.
Prior to the closure of any portion of a street, written approval shall be obtained from the Seaside Fire Department (831.899.6790), the Seaside Police Department (831.899.6280), and the Engineer. Fire and Police Departments shall immediately be notified when such street is reopened. Keep the City police and fire departments informed of obstructions in either public or private roads caused by reason of your operations.
Comply with the latest California MUTCD for all items related to traffic control.
The fact that rain or other causes, either within or beyond your control, may force suspension or delay of the work shall in no way relieve you of responsibility for maintaining traffic through the project and providing local access as specified herein. At all times, keep on the job such materials, force, and equipment as may be necessary to keep roads, streets, and driveways within the project open to traffic and in good repair, and expedite the passage of such traffic, using such force and equipment as may be necessary.
Should you fail, in the opinion of the Engineer, to provide all the materials, force, and equipment necessary to maintain traffic through the work as set forth herein, the City, upon the recommendation of the Engineer, may take steps necessary to suspend the contract.
The City may then, upon such suspension, because such work as may be necessary to maintain traffic to be done and may charge same against you and your sureties.
Minor deviations from the requirements of this section concerning hours of work which do not significantly change the cost of the work may be permitted upon the written request of the Contractor if in the opinion of the Engineer public traffic will be better served and the work expedited. Such deviations shall not be adopted until the Engineer has indicated his written approval. All other modifications will be made by contract change order.
5.04 REMOVAL OF ASBESTOS AND HAZARDOUS SUBSTANCES. Comply with the requirements of Section 14-11, “Hazardous Waste and Contamination” of the Standard Specifications.
Contractor shall take appropriate action in accordance with all guidelines and policies applicable to this work associated with the Code of Federal Regulations (CFR), Environmental Protection Agency (EPA), National Institute for Occupational Safety and Health (NIOSH), and the Occupational Safety and Health Administration (OSHA) to protect employees and public. Contractor shall submit a Packet Page 234
2023 PAVEMENT REHABILITATION PROJECT – Page 25
written Plan describing sequence of demolition and description of measures to protect employees and public and prevent contamination from entering the environment. Plan shall include air monitoring during relevant phases of demolition and post construction performed by an individual qualified to conduct air sampling.
If delay of work in the area delays the current controlling operation, you will be compensated for the delay in conformance with the provisions in Section 8-1.07, "Delays," of the Standard Specifications.
5.05 SUBCONTRACTING. Comply with the requirements of Section 5-1.13, “Subcontracting” of the Standard Specifications.
The Contractor shall perform, with the Contractor’s own organization, contract work amounting to not less than 50 percent of the original total contract price, except that any designated “Specialty Items” performed by subcontract may be deducted from the original total contract price before computing the amount of work required to be performed by the Contractor with the Contractor’s own organization. Attention is also directed to Section 2, "Proposal Requirements and Conditions," Section 3, "Award and Execution of Contract," elsewhere in these Special Provisions. A sheet for listing the subcontractors is included in the proposal.
5.06 PROMPT PAYMENT OF FUNDS WITHHELD TO SUBCONTRACTORS. The City of Seaside shall hold retainage from the prime contractor and shall make prompt and regular incremental acceptances of portions, as determined by the agency, of the contract work, and pay retainage to the prime contractor based on these acceptances. The prime contractor, or subcontractor, shall return all monies withheld in retention from a subcontractor within 30 days after receiving payment for work satisfactorily completed and accepted including incremental acceptances of portions of the contract work by the agency SECTION 6. NOT USED
Packet Page 235
2023 PAVEMENT REHABILITATION PROJECT – Page 26
SECTION 7. MATERIALS
7.01 SOURCE OF SUPPLY AND QUALITY OF MATERIALS. All materials required to complete the work under the attached contract shall be furnished by the Contractor unless otherwise specified. Upon approval of the contract, the Contractor shall notify the Engineer of the proposed source of supply of all materials to be used in the work, and shall furnish samples of such materials as may be required by the Engineer for testing.
At the request of the Engineer, the Contractor shall submit manufacturer/supplier certificates of compliance for any or all materials used in the construction of the project. If certification is so requested, said certificates must be reviewed and accepted in writing by the Engineer prior to any use or installation of the material on the project.
7.02 TRADE NAMES AND ALTERNATIVES. Attention is directed to Section 6-1.05, “Specific Brand or Trade Name and Substitution,” of the Standard Specifications.
Requests for substitutions will be considered only if received within 10 calendar days from the date of award. Requests received after this period may be accepted or rejected at the discretion of the Engineer.
Prepare and submit each request for substitution to the City in accordance with the procedures for submittals. Provide the following additional information:
1. An explanation of the advantages to the City for accepting the substitution.
2. A comparison of significant qualities of the proposed substitution with those specified.
3. When the substitute equipment or material necessitates changes to or coordination with any portion of the work, include drawings and details showing all such changes. You must perform these changes as a part of any acceptance of substitute material or equipment.
4. A statement indicating the substitution's effect on the construction schedule compared to the construction schedule without acceptance of the substitution. Indicate the effect of the proposed substitution on overall contract time.
5. Cost information, including a proposal of the net change, if any, in the Contract Sum.
6. Certification that the substitution is equal to or better in every respect to that required by Contract Documents, and that it will perform adequately in application indicated. Include Contractor's waiver of rights to additional payment or time extensions that may be necessary because of the substitution's failure to perform adequately.
Substitution requests will be considered by the Engineer when the following conditions are satisfied, as determined by the Engineer; otherwise, requests will be returned without action except to record noncompliance with these requirements.
1. Extensive revisions to Contract Documents are not required.
2. Proposed changes are in keeping with the general intent of Contract Documents.
3. The request is timely, fully documented and properly submitted.
4. The specified product or method of construction cannot be provided within the specified Contract Time. The request may not be considered if the product or method cannot be provided as a result of failure of the Contractor to pursue the work promptly or coordinate activities properly.
5. A substantial advantage is offered the City, in terms of cost, time, energy conservation or other considerations of merit, after deducting offsetting responsibilities the City may be required to bear. Additional responsibilities for the City may include additional compensation to the Consulting Engineer/Architect for redesign and evaluation services, increased cost of other construction by the City or separate contractors, and similar considerations.
6. The specified product or method of construction cannot receive necessary approval by a regulatory agency, and the requested substitution can be approved.
7. The specified product or method of construction cannot be provided in a manner that is compatible with other materials, and where the Contractor certifies that the substitution will overcome the compatibility.
8. The specified product or method of construction cannot be coordinated with other materials, and where the Contractor certifies that the proposed substitution can be coordinated.
9. The specified product or method of construction cannot provide a warranty required by the Contract Documents and where the Contractor certifies that the proposed substitution can provide the required warranty.
Submittal of shop drawings, product data or samples that do not comply with the Contract Documents does not constitute a valid request for substitution, nor does it constitute acceptance of a substitution.
The Engineer will notify the Contractor of acceptance or rejection of the proposed substitution within 28 calendar days of receipt. If a decision on use of a substitute cannot be made within these time limits, the product originally specified shall be used.
Packet Page 236
2023 PAVEMENT REHABILITATION PROJECT – Page 27
No extension of contract time will be allowed through your failure to either transmit requests for substitution sufficiently in advance of the work, or on account of processing time outside the time limits noted above.
Should the originally specified materials not be available within the specified contract time due to your failure to order and obtain such materials, you are responsible to provide, install and maintain a temporary “equal” material as approved by the City, and for replacing such temporary material with the required product upon availability. You are responsible for all costs associated with the installation, maintenance, and removal of the temporary product and the installation of the specified product, including an extended one year warranty to cover the final product installed. Sufficient funds to cover the purchase and installation of the specified product will be withheld until such work has been completed and accepted by the City.
The use of any material or equipment so offered will be permitted only after written acceptance of the Contractor's offer by the Engineer. Such acceptance by the Engineer shall not relieve the Contractor from full responsibility from the efficiency, sufficiency, and quality, and performance of the substitute material or equipment, in the same manner and degree as the material and equipment specified in the Contract Documents.
7.03 SUBMITTALS. This section supplements the requirements of section 5-1.23, “Submittals” of the Standard Specifications.
All submittals must be electronic.
Accompany submittals with a transmittal form. Use a separate form for each item, class of material, equipment, and for items specified in separate specification sections. Submittals for various items shall be made with a single form when the items taken together constitute a manufacturer's package or are functionally related such that expediency indicates checking or review of the group or package as a whole. Assign a sequential number to each submittal and note the number on the transmittal form accompanying each item submitted.
Submittal numbers shall have the following format:
XX.YY (NN-N.NN)
Where:
XX = the sequential submittal number
YY= the sequential number of the submittal (“01” for the first submittal, “02” for the second submittal, etc.) (NN-N.NN) identifies the specification section number that requires the submittal.
For example, if the twelfth submittal made is the quality control plan for sign panels, as required by section 56-2.01A, the initial submittal would be 12.01 (56-2.01A). If a re-submittal were required, it would be 12.02 (56-2.01A).
In general, allow 10 working days for Engineer’s review of submittals. Allow 20 working days for Engineer’s review of submittals that include shop drawings or calculations.
Packet Page 237
2023 PAVEMENT REHABILITATION PROJECT – Page 28
SECTION 8. OTHER REQUIREMENTS
8.01 GENERAL. Section 8 includes specifications for miscellaneous project-specific work, and bid item descriptions.
8.03 PROJECT APPEARANCE. The Contractor shall maintain a neat appearance to the work. In any area visible to the public, the following shall apply, at no additional cost to the City:
When practicable, broken concrete and debris developed during clearing and grubbing shall be disposed of concurrently with its removal. No stockpiling is allowed.
8.04 WORK SEQUENCING. Work sequencing shall conform to the provisions in Section 10-1.02, “Work Sequencing," of the Standard Specifications, the plans, and these special provisions.
The Contractor's sequence of construction operations shall provide for the maintenance of full and uninterrupted utility services, except that minor planned interruptions of utility services may be permitted, with prior written approval of the Engineer. The Contractor shall submit to the City a written notice of the intent to disrupt services at least ten days prior to the planned disruption. Said notice shall specify the dates and time, nature of the service disrupted, and a complete list of properties affected. It shall be the Contractor's responsibility to notify occupants of properties affected of any services interruptions and to coordinate the work necessitating the interruption with the appropriate owners, or their authorized agents, of the utilities involved. Approval by the Engineer to disrupt services shall be in no way relieve the Contractor of his responsibility for damage or preservation of property as specified in Section 5-1.36, “Property and Facility Preservation” and Section 5-1.39, “Damage Repair and Restoration " of the Standard Specifications.
Sequence work in accordance with the “Stage Construction and Traffic Handling Plan” found in the plans.
8.05 DUST CONTROL. Control the dust resulting from construction of this project regardless of whether it is the result of your operations or caused by public traffic only.
8.06 WATERING. The application of water for dust control, landscaping, and other uses shall conform to Section 10-6 and applicable sections of the Standard Specifications, these special provisions, and as directed by the Engineer. Provide all the water required to perform any operations and work under this Contract.
8.07 OBSTRUCTIONS. Attention is directed to Section 5-1.36, “Property and Facility Preservation” of the Standard Specifications. Section 1540(a) 1 of Construction Safety Orders (Title 8) California Administrative Code, Section 1540 states:
"Prior to opening any excavation, effort shall be made to determine whether underground installations i.e., sewer, water fuel, electric lines etc., will be encountered and, if so, where such underground installations are located. When the excavation approaches the approximate location of such installation, the exact location shall be determined by carefully probing or hand digging; and, when it is uncovered, adequate protection shall be provided for the existing installation. All known owners of underground facilities in the area concerned shall be advised of proposed work at least two working days prior to start of actual excavation." Contractor shall call 811 and pothole as first order of business in order to determine the exact locations of the underground installations prior to any digging.
No extra payment will be allowed for the removal, replacement, repair, or possible increased cost caused by inadvertent or planned interception and breaking of underground obstructions which may exist.
Attention is directed to the existence of certain underground facilities that may require special precautions be taken by you to protect the health, safety and welfare of workers and of the public. Facilities requiring special precautions include, but are not limited to:
conductors of petroleum products, oxygen, chlorine, and toxic or flammable gases; natural gas in pipelines greater than 6 inches in diameter or pipelines operating at pressures greater than 60 psi (gage); underground electric supply system conductors or cables, with potential to ground of more than 300 volts, either directly buried or in duct or conduit which do not have concentric grounded conductors or other effectively grounded metal shields or sheaths. If such facilities are not located on the plans in both alignment and elevation, no work shall be performed in the vicinity of said facilities, except as provided herein for conduit to be placed under pavement, until the owner, or his representative, has located the facility by potholing, probing, or other means that will locate and identify the facility. Any conduit to be installed under pavement in the vicinity of such facilities shall be placed by the trenching method as specified.
You are responsible for the protection of utility facilities and services. Rearrangement of underground utilities may be required at various locations. You are not liable to the various utility owners nor to the City of Seaside for the cost of utility rearrangements. You must:
Packet Page 238
2023 PAVEMENT REHABILITATION PROJECT – Page 29
(1) Coordinate the efforts of the utility owners in identifying all possible points of conflict between existing underground utilities and improvements to be constructed under this Contract, and (2) Coordinate your construction activities with the utility owners to expedite the rearrangement of existing underground utilities as necessary to construct the improvements as shown on the plans.
If utility conflicts exist when you start construction, be prepared to schedule your work around these conflicts. While you will be granted time extensions without penalty for utility delays if such delays impede your overall progress, no extra payment will be made for utility delays.
Notify the Engineer and the appropriate regional notification center for operators of subsurface installations at least 2 working days, but not more than 14 calendar days, prior to performing any excavation or other work close to any underground pipeline, conduit, duct, wire or other structure.
8.08 MAINTAINING TRAFFIC.
Attention is directed to Sections 7-1.03, "Public Convenience," 7-1.04, "Public Safety," and 12, "Temporary Traffic Control," of the Standard Specifications and to the Section 5.03, "Public Safety" in these special provisions. Nothing in these special provisions shall be construed as relieving the Contractor from his responsibility as provided in said Section 7-1.04. Lane closures shall conform to the provisions in section 12 of these special provisions.
At the pre-construction meeting, submit Traffic Control Plan(s) conforming to the latest California MUTCD, Part 6 “Temporary Traffic Control,” and the requirements of these Special Provisions for acceptance by the Engineer.
Notify local authorities of your intent to begin traffic control work at least 5 working days before work is begun. Cooperate with local authorities relative to handling traffic through the area and make your own arrangements relative to keeping the working area clear of parked vehicles.
The City does not share cost. Contractor bears the entire cost of flagging, including furnishing all flaggers, stands, towers and the transportation of flaggers.
The provisions in this section shall in nowise relieve you from your responsibility for providing for the safety of the public as provided in said Section 7-1.04 nor relieve you from your responsibility for damage as provided in Section 5-1.39, “Damage Repair and Restoration "
If not otherwise specified, whenever vehicles or equipment are parked on the shoulder within 6 feet of a traffic lane, the shoulder area shall be closed with fluorescent traffic cones or portable delineators placed on a taper in advance of the parked vehicles or equipment and along the edge of the pavement at 25-foot intervals to a point not less than 25 feet past the last vehicle or piece of equipment.
A minimum of 9 cones or portable delineators shall be used for the taper. A C23 (Road Work Ahead) or C24 (Shoulder Work Ahead) sign shall be mounted on a telescoping flag tree with flags. The flag tree shall be placed where directed by the Engineer.
The full width of the traveled way shall be open for use by public traffic on Saturdays, Sundays and designated legal holidays, after 3:00 p.m. on Fridays and the day preceding designated legal holidays, and when construction operations are not actively in progress.
Designated legal City holidays are: New Year’s Day, Dr. Martin Luther King’s Birthday, President’s Day, Cesar Chaves Day Observed, Memorial Day, Juneteenth, Independence Day, Labor Day, Veterans Day, Thanksgiving Day, Day Following Thanksgiving Day, Day before and Christmas Day. When a designated legal holiday falls on a Sunday, the following Monday shall be a designated legal holiday. When November 11th falls on a Saturday, the preceding Friday shall be a designated legal holiday.
Unless otherwise specified, provide a minimum of one paved traffic lane for each direction of travel, not less than 10 feet wide, for use by public traffic.
Contractor must provide entry and exit routes for residences located on one way streets during construction phase.
8.09 COOPERATION. In the event construction is under way by other forces or by other contractors within or adjacent to the limits of the work specified, cooperate with the other contractors or other forces to the end that any delay or hindrance to their work will be avoided. Each contractor shall be responsible to the other for damage to work, to persons or property caused to the other by their operations, and for loss caused the other due to unnecessary delays or failure to finish the work within the time specified for completion.
Packet Page 239
2023 PAVEMENT REHABILITATION PROJECT – Page 30
SECTION 9. BID ITEM DESCRIPTION
9.01 BID - ITEMIZED BELOW AS SPECIFIED BY THE PROJECT
Bid Item 1 – Mobilization, Bonds & Insurance
Measurement and Payment for “Mobilization, Bonds, and Insurance” will be made in a lump sum and will include all costs associated with insurance, bonds, required permits and fees, shop drawings, mobilization, demobilization, obtaining a staging area, submittals, roadway preparation, project site maintenance, sanitary facilities, protection and restoration of existing improvements; notification of residents, businesses, and agencies; preparation of the Project schedule, the Project phasing, supervision, coordination of concurrent work with other Contractors, meetings, and "As-Built" Plans required to perform the work indicated in the Plans and Specifications.
Price for mobilization will not exceed five percent (5%) of the total bid items, exclusive of the cost for Mobilization.
Payment will be made as follows:
a. Fifty percent (50%) of the total amount bid for Mobilization will be paid with the first progress payment after at least five percent (5%) of the original contract amount for other items of work has been performed. b. When at least ten percent (10%) of the original contract amount for other items of work has been performed, an amount will be included in the next monthly progress payment to increase the total amount of Mobilization paid to seventy-five percent (75%) of the total amount bid for Mobilization. c. When at least twenty percent (20%) of the original contract amount for other items of work has been performed, an amount will be included in the next monthly progress payment to increase the total amount of Mobilization paid to ninety percent (90%) of the total amount bid for Mobilization.
Upon substantial completion, one hundred percent (100%) of the remaining contract price paid for Mobilization will be included in the estimate for payment.
Bid Item 2 – Traffic Control
Measurement and Payment for “Traffic Control” will be made in a lump sum and will include full compensation for furnishing all labor, materials, tools, equipment, transportation, and incidentals and for doing all work involved in maintaining and controlling traffic, complete in place, including changeable message signs, as specified in the Standard Specifications and these Special Provisions.
Payment will be made as follows:
a. Fifty percent (50%) of the total amount bid for Maintaining and Controlling Traffic will be paid with the first progress payment after at least five percent (5%) of the original contract amount for other items of work has been performed. b. When at least ten percent (10%) of the original contract amount for other items of work has been performed, an amount will be included in the next monthly progress payment to increase the total amount of Maintaining and Controlling Traffic paid to seventy-five percent (75%) of the total amount bid for Maintaining and Controlling Traffic. c. When at least twenty percent (20%) of the original contract amount for other items of work has been performed, an amount will be included in the next monthly progress payment to increase the total amount of Maintaining and Controlling Traffic paid to ninety percent (90%) of the total amount bid for Maintaining and Controlling Traffic. d. Upon substantial completion, one hundred percent (100%) of the remaining contract price paid for Maintaining and Controlling Traffic will be included in the estimate for payment.
Bid Item 3 – Water Pollution Control Program
Measurement and Payment for “Water Pollution Control Program” will be made in a lump sum and will include but not be limited to all costs associated with installation, maintaining, removal of BMPs, and record keeping and reporting as required by the latest regulations. Payment will be made as follows:
a. Fifty percent (50%) of the total amount bid for Implement BMP Plan and Maintain BMPs will be paid with the first progress payment after at least five percent (5%) of the original contract amount for other items of work has been performed.
b. When at least ten percent (10%) of the original contract amount for other items of work has been performed, an amount will be included in the next monthly progress payment to increase the total amount of Implement BMP Plan and Maintain BMPs paid to seventy-five percent (75%) of the total amount bid for Implement BMP Plan and Maintain BMPs.
c. When at least twenty percent (20%) of the original contract amount for other items of work has been performed, an amount will be included in the next monthly progress payment to increase the total amount of Implement BMP Plan and Maintain BMPs paid to ninety percent (90%) of the total amount bid for Implement BMP Plan and Maintain BMPs.
Packet Page 240
2023 PAVEMENT REHABILITATION PROJECT – Page 31
d. Upon substantial completion, one hundred percent (100%) of the remaining contract price paid for Implement BMP Plan and Maintain BMPs will be included in the estimate for payment. e. Owner Project Manager will retain an amount equal to 25% of the estimated value of the contract work performed during estimate periods in that Contractor fails to conform to the provisions in this section, "Water Pollution Control," as determined by Owner Environmental Specialist. Owner Environmental Specialist will inspect the work areas weekly or as required, and the deficient item list will be issued if correction(s) is/are needed. Corrections shall be made within three (3) working days. Once the deficient item is corrected and approved by Owner Environmental Specialist, the withheld money will be released to Contractor.
Bid Item 4 thru 5 – 1/2” HMA (Type A) PG 64-10, 3/8” HMA (Type A) PG 64-10 “1/2” HMA (Type A) PG 64-10” and “3/8” HMA (Type A) PG 64-10” are measured and paid per TON and shall be include full compensation for furnishing all labor, materials, tools, equipment, and incidentals for doing all the work involved in constructing HMA, complete in place, as shown on the Plans, as specified in these Specifications, the Special Provisions, and as directed by Engineer.
The contractor shall supply weight tags to the Engineer on a daily basis. Quantities of asphalt concrete will be determined and approved by the Engineer by using the tags. Asphalt concrete weight tags shall contain the project name and indicate tonnage used on each street.
HMA Overlay Treatments vary in depths from 1.75 inches to 2 inches for all street segments proposed in the project plans. Refer to the construction details in the project plans for exact location and depths of proposed HMA Overlays.
Section 9-1.06B, “Increases of More Than 25 Percent,” and Section 9-1.06C, “Decreases of More Than 25 Percent,” of the State Standards will not apply to the bid items related to hot mix asphalt (HMA).
Bid Item 6 – Remove & Replace 4” HMA
“Remove & Replace 4” HMA” is measured and paid per SQUARE FOOT and shall be considered full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all work involved in Remove and Replace, complete in place, including, cold planing, demolition, removal, off-haul, disposal of all HMA, aggregate, base and/or unsuitable materials, proof rolling, excavation, off-haul, compacting subbase materials, aggregate base, HMA, compaction, tack coat, and clean-up as shown on the Plans, as specified in the Standard Specifications, in these Special Provisions, and as directed by Engineer, and no additional compensation will be allowed therefor. No adjustment to bid price shall be made due to oil price fluctuation.
All locations shall be performed AFTER wedge grind and or conform grind is performed.
You will receive no additional payment for base failure repair beyond the area marked out by the Engineer due to availability or limitations of your equipment.
Changed quantity payment adjustments under Section 9-1.06 of the Standard Specifications shall not apply to this bid item.
Bid Item 7 and 8 – Remove, Regrade, and Place 6” HMA; HMA Conform “Remove, Regrade & Place 6” HMA” and “HMA Conform” are measured and paid per SQUARE FOOT and shall be considered full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all work involved in Remove, Regrade and Place, complete in place, including, cold planing, demolition, removal, off-haul, disposal of all HMA, aggregate, base and/or unsuitable materials, grading, proof rolling, excavation, off-haul, compacting subbase materials, aggregate base, HMA, compaction, tack coat, and clean-up as shown on the Plans, as specified in the Standard Specifications, in these Special Provisions, and as directed by Engineer, and no additional compensation will be allowed therefor. No adjustment to bid price shall be made due to oil price fluctuation.
Changed quantity payment adjustments under Section 9-1.06 of the Standard Specifications shall not apply to this bid item.
Bid Item 9 – Remove Existing AC Hardscape Behind Berm
“Remove Existing AC Hardscape Behind Berm” is measured and paid per EACH and shall be considered full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all work involved in removal and backfill, complete in place, including demolition, removal, off-haul, disposal of all HMA, aggregate, base and/or unsuitable materials, grading, compacting subbase materials, backfilling of native soils, and clean-up as shown on the Plans, as specified in the Standard Specifications, in these Special Provisions, and as directed by Engineer.
Packet Page 241
2023 PAVEMENT REHABILITATION PROJECT – Page 32
Bid Item 10 and 11 – Remove & Replace HMA Dike/Berm (Allowance), Remove & Replace HMA Transition at Driveway “Remove & Replace HMA Dike/Berm (Allowance)” and “Remove & Replace HMA Transition at Driveway” are measured and paid per LINEAL FOOT and shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in “Hot Mix Asphalt”, complete in place, including furnishing, placing and compacting Hot Mix Asphalt (HMA); Job Mix Formula (JMF) and Quality Control Plan (QCP) preparation; production and testing costs for HMA verification, and quality control testing; surface preparation; tack coat; layout; and cleanup, as shown on the plans, as specified in the Standard Specification and these special provisions, and as directed by the Engineer.
Payment for this item shall only be made on an allowance basis and only for the work completed. The Contract shall have no claim to that portion of the allowance which is not necessary for the project.
Bid Item 12 – 6” Deep Lift Stabilization (Allowance)
“6” Deep Lift Stabilization Allowance” is measured and paid per SQUARE FOOT shall include full compensation for removal of unsuitable subgrade and placement and compaction of six (6”) inches of hot mix asphalt (HMA). Payment for this item shall only be made on an allowance basis and only for the work completed. The Contract shall have no claim to that portion of the allowance which is not necessary for the project.
Bid Item 13 thru 17 – Keycut A1 (5ft, 1-3/4"), Keycut A2 (6ft, 1-3/4"), Keycut B1 (15ft, 2-1/4"), Keycut B2 (25ft, 2-1/4"), Keycut B3 (15ft, 2-1/2")
“Keycut A1 (5ft, 1-3/4")”, “Keycut A2 (6ft, 1-3/4")”, “Keycut B1 (15ft, 2-1/4")”, “Keycut B2 (25ft, 2-1/4")”, and “Keycut B3 (15ft, 2-1/2")” are measured and paid per LINEAL FOOT and shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in “Cold Planing”, complete in place, including layout; cold plane, removal, off-haul and disposal of asphalt, concrete, paving fabric, aggregate base and native materials; air pollution control; installation, maintenance, removal, and disposal of temporary transitions; removal of asphalt pavement above the top of gutter lips and to the required depths; and clean-up, as shown on the plans, as specified in the Standard Specification and these special provisions, and as directed by the Engineer
Bid Item 18 thru 22 – Remove & Replace PCC Sidewalk (4"), Construct PCC Ramping Surface (6"), Remove & Replace/Construct PCC Valley Gutter, Remove & Replace PCC Driveway, Install Detectable Warning Surface “Remove & Replace PCC Sidewalk (4")”, “Construct PCC Ramping Surface (6")”, “Remove & Replace/Construct PCC Valley Gutter”, “Remove & Replace PCC Driveway”, and “Install Detectable Warning Surface” are measured and paid per SQUARE FOOT and shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in “Miscellaneous Concrete”, complete in place, including walking project sites with Engineer to determine location and limits of concrete repairs; sawcutting, demolition, removal and disposal of sidewalk, driveway, valley gutter, asphalt concrete, aggregate base and native materials; excavation; construction staking; subgrade preparation; furnishing and placing aggregate base, concrete, topsoil and mulch; compaction; dowelling; rebar; wire mesh; score marks; weakened plane joints; expansion joints; reconstructing sidewalk underdrains; resetting utility frames and covers to finish grade; coordination with City and utility companies; furnishing and applying curing compound; installation of cast-in-place detectable warning surfaces; irrigation repairs; restoring existing improvements including sod, mulch, and bricks; protecting in place roadside signs, monuments and utility frames and covers; and clean-up, as shown on the plans, as specified in the Standard Specifications and these special provision, City of Seaside Standard Details, and as directed by the Engineer.
Bid Item 23 thru 26 – Remove & Replace PCC Curb, Remove & Replace PCC Curb & Gutter, Remove & Replace/Construct PCC Retaining Curb, Remove & Replace PCC Transition at Driveway “Remove & Replace PCC Curb”, “Remove & Replace PCC Curb & Gutter”, “Remove & Replace/Construct PCC Retaining Curb”, and “Remove & Replace PCC Transition at Driveway” are measured and paid per LINEAR FOOT and shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in “Miscellaneous Concrete”, complete in place including walking project sites with Engineer to determine location and limits of concrete repairs; sawcutting, demolition, removal and disposal of curb & gutter, asphalt concrete, aggregate base and native materials; excavation; construction staking; subgrade preparation; aggregate base; compaction; dowelling; rebar; score marks; weakened plane joints; expansion joints; constructing sidewalk underdrains; furnishing and applying curing compound; irrigation repairs; restoring existing improvements including sod, mulch, and bricks; protecting in place roadside signs, monuments and utility frames and covers; and clean-up, as shown on the plans, as specified in the Standard Specifications and these special provision, City of Seaside Standard Details, and as directed by the Engineer.
Packet Page 242
2023 PAVEMENT REHABILITATION PROJECT – Page 33
Bid Item 27 – Convert Curb Inlet into Grate Inlet
“Convert Curb Inlet into Grate Inlet” is measured and paid per EACH and shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in “Miscellaneous Concrete”, complete in place, including salvaging existing frame and grate; sawcutting; demolition; doweling; rebar, reinforcing, and grout; concrete; furnishing new frame, grate, and bar step; constructing new concrete aprons; steel plate; angle iron; anchor bars; welding; gutter warping; backfill; compaction; installation of standard storm drain markings; and clean-up, as shown on the plans, as specified in the Standard Specifications and in these special provisions, and as directed by the Engineer.
Bid Item 28 – Remove & Replace 12” RCP
“Remove & Replace 12” RCP” is measured and paid per LINEAR FOOT and shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved in storm drain facilities, complete in place, protection of existing utilities, sawcutting, demolition, excavation, off haul, disposal, shoring, storm drain pipe, backfill material, compaction, and surface restoration, as shown on the plans, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer.
Bid Item 29 – Construct PCC Headwall
“Construct PCC Headwall” is measured and paid per EACH and shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in “Miscellaneous Concrete”, complete in place including sawcutting, demolition, removal and disposal of existing concrete around drain pipe, asphalt concrete, aggregate base and native materials; excavation; subgrade preparation; aggregate base; compaction; dowelling; rebar; score marks; weakened plane joints; expansion joints; furnishing and applying curing compound; irrigation repairs; restoring existing improvements including mulch, and clean-up, as shown on the plans, as specified in the Standard Specifications and these special provision, and as directed by the Engineer.
Bid Item 30 – Prune & Remove Tree Roots (Under HMA/PCC Repairs) “Prune & Remove Tree Roots (Under HMA/PCC Repairs)" is measured and paid per EACH and shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved as shown on Plans, as specified in the Standard Specifications and these Special Provisions, and as directed by Engineer, including but not limited to locating, severing, and removing roots; supplying, installing, and compacting backfill; and all the miscellaneous work necessary to complete the work for each location of concrete or pavement removal. Prune and Remove Tree Roots and Tree Removal will be measured and paid for by the unit price at each location regardless of the number of roots pruned and removed and the number of trees removed at each location.
Bid Item 31 – Remove Tree & Root Ball
“Remove Tree & Root Ball" is measured and paid per EACH and shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in “Root Protection, Root Pruning, and Tree Removal”, complete in place, including coordination with City and Arborist; stump griding and removal; root ball removal and backfilling resulting voids; and clean up, as shown on the plans, as specified in the Standard Specifications and these special provision, and as directed by the Engineer.
Bid Item 32 – Survey Monument Research
“Survey Monument Research” is measured and paid per LUMP SUM and shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, including all necessary research, preparing and submitting for review the list of all existing survey monuments within the limits of work, and performing the field visit and ascertaining the type of monument, as shown on the plans, as specified in the Standard Specifications and in these special provisions, and as directed by the Engineer.
Bid Item 33 – Survey Monument Preservation
“Survey Monument Preservation” is measured and paid per EACH and shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in Preserving Survey Monumentation, including referencing the location of existing monuments with sufficient control points, filing pre-construction corner records, paying for all costs associated with filing and recording corner records with the County, and performing post construction field review to determine if monuments have been disturbed, as shown on the plans, as specified in the Standard Specifications and in these special provisions, Packet Page 243
2023 PAVEMENT REHABILITATION PROJECT – Page 34
and as directed by the Engineer.
Bid Item 34 – Reset Brass Pin Survey Marker
“Reset Brass Pin Survey Marker” is measured and paid per EACH and shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in Perpetuating Survey Monumentation, including referencing the location of existing monuments with sufficient control points, filing pre and post-construction corner records, paying for all costs associated with filing and recording corner records with the County, and replacement of survey marker, as shown on the plans, as specified in the Standard Specifications and in these special provisions, and as directed by the Engineer.
Bid Item 35 – Reset City Vertical Benchmark
“Reset City Vertical Benchmark” is measured and paid per EACH and shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in Perpetuating Survey Monumentation, including replacement of vertical benchmark, recording and providing City with tabulated list of revised field conditions of benchmarks, as shown on the plans, as specified in the Standard Specifications and in these special provisions, and as directed by the Engineer.
Bid Item 36 – Locate Buried Monument (Allowance)
“Locate Buried Monument (Allowance)” is measured and paid per EACH and shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in locating and uncovering buried monumentation. Preparing and submitting for review the list of all existing survey monuments within the limits of work, performing the field visit and ascertaining the type of monument, and filing pre-construction corner records only shall be paid for under the bid item for “Survey Monument Research”, “Survey Monument Perpetuation”, and “Replace Iron Pipe or Railroad Spike Monument w/Street Survey Monument (Allowance)”.
The estimated quantities shown in the bid schedule for “Locate Buried Monument (Allowance)” serve as a placeholder and can be revoked if there are no buried monuments identified within the project limits.
Bid Item 37 – Replace Iron Pipe or Railroad Spike Monument w/Street Survey Monument (Allowance) “Replace Iron Pipe or Railroad Spike Monument w/Street Survey Monument (Allowance)” is measured and paid per EACH and shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in Perpetuating Survey Monumentation, including referencing the location of existing monuments with sufficient control points, filing pre and post-construction corner records, paying for all costs associated with filing and recording corner records with the County, and replacement of survey marker, as shown on the plans, as specified in the Standard Specifications and in these special provisions, and as directed by the Engineer.
The estimated quantities shown in the bid schedule for “Replace Iron Pipe or Railroad Spike Monument w/Street Survey Monument (Allowance)” serve as a placeholder and can be revoked if there are no buried monuments identified within the project limits.
Bid Item 38Repair Existing Sanitary Sewer Line Break
“Repair Existing Sanitary Sewer Line Break” is measured and paid per EACH and shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in “Repair Sanitary Sewer Pipe”, including but not limited to potholing, site clearing, saw cutting, grinding, trenching, dewatering and bypass pumping if required, removal and disposal of asphalt (including reinforcing fabric, if present), concrete pavement, removal of abandoned pipes, spoil disposal, dewatering, installation of bedding, furnishing and placing pipe and fittings, connection to new or existing manholes, backfill, compaction, pipeline testing, cleaning, temporary paving, surface restoration of all public and private improvements including asphalt paving, concrete paving, driveway, striping, landscaping and all incidentals, as specified in the Standard Specifications and in these special provisions, City of Seaside Standard Details, and as directed by the Engineer.
Bid Item 39 thru 50 – Lower Gas Valve Cover, Lower Sanitary Sewer Manhole Cover to Finish Grade, Lower Sewer Cleanout Cover, Lower Storm Drain Manhole Cover, Lower Survey Monument Cover, Lower Water Valve Cover, Adjust Gas Valve Cover To Finish Grade, Adjust Sanitary Sewer Manhole Cover to Finish Grade, Adjust Sewer Cleanout Cover to Finish Grade, Adjust Storm Drain Manhole Cover to Finish Grade, Adjust Survey Monument Cover to Finish Grade, Adjust Water Valve Cover to Finish Grade
Packet Page 244
2023 PAVEMENT REHABILITATION PROJECT – Page 35
“Lower Gas Valve Cover”, “Lower Sanitary Sewer Manhole Cover to Finish Grade”, “Lower Sewer Cleanout Cover”, “Lower Storm Drain Manhole Cover”, “Lower Survey Monument Cover”, “Lower Water Valve Cover”, “Adjust Gas Valve Cover To Finish Grade”, “Adjust Sanitary Sewer Manhole Cover to Finish Grade”, “Adjust Sewer Cleanout Cover to Finish Grade”, “Adjust Storm Drain Manhole Cover to Finish Grade”, “Adjust Survey Monument Cover to Finish Grade”, and “Adjust Water Valve Cover to Finish Grade” are measured and paid per EACH and shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in “Lowering and Adjusting Existing Utility Facilities to Grade”, complete in place, including coordination with facility owners; salvaging and installing salvaged frames and covers; placing, maintaining, and removing HMA in lowered utility depressions; protection of survey monument disks; furnishing and installing concrete, mortar, felt paper, metal cone or chipboard, and HMA; installation and removal of temporary manhole false bottoms; and clean up, as shown on the plans, as specified in the Standard Specifications and these special provision, and as directed by the Engineer.
Cost of raising valves in slip cans with no existing concrete collar will be included in the cost of the paving operation and no additional compensation will be allowed, therefor. Such payment will be considered full compensation for furnishing and maintaining all materials, labor, equipment, and all incidentals necessary to complete the work in accordance with the Standard Specifications and these Special Provisions.
Changed quantity payment adjustments under Section 9-1.06 of the Standard Specifications shall not apply to this bid item.
Bid Item 51 – Install Blue RPM at Fire Hydrant
“Install Blue RPM at Fire Hydrant” is measured and paid per EACH and shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved in “Traffic Striping, Markings and Raised Pavement Markers”, complete in place, including removal of raised pavement markers from pavement and concrete facilities; legal disposal of markers; temporary painted traffic striping and tab markers; referencing and tying-off existing striping; layout and cat-tracking; coordination with the City’s Traffic Engineer; removal and blacking-out conflicting and exposed striping elements; clean-up, as shown on the plans, as specified in the Standard Specifications and these special provision, and as directed by the Engineer.
Bid Item 52 thru 55 – 12" White Crosswalk/Limit Line (Thermo), 12" Yellow Crosswalk/Limit Line (Thermo), Striping Detail #2 (Thermo), Striping Detail #22 (Thermo & Markers)
“12" White Crosswalk/Limit Line (Thermo)”, “12" Yellow Crosswalk/Limit Line (Thermo)”, “Striping Detail #2 (Thermo)”, and “Striping Detail #22 (Thermo & Markers)” are measured and paid per LINEAR FOOT and shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved in “Traffic Striping, Markings, and Raised Pavement Markers”, complete in place, including removal of thermoplastic and raised pavement markers from pavement and concrete facilities; legal disposal of thermoplastic and markers; temporary painted traffic striping and tab markers; referencing and tying-off existing striping; layout and cat-tracking; coordination with the City’s Traffic Engineer; removal and blacking-out conflicting and exposed striping elements; clean-up, as shown on the plans, as specified in the Standard Specifications and these special provision, and as directed by the Engineer.
Measurement of White/Yellow Continental Crosswalks will be based on the length of individual 12” White/Yellow Crosswalk Lines.
Bid Item 56 thru 57 – Pavement Marking "AHEAD", Pavement Marking "STOP" “Pavement Marking "AHEAD"”, and “Pavement Marking "STOP"” are measured and paid per EACH and shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved in “Traffic Striping, Markings, and Raised Pavement Markers”, complete in place, including removal of thermoplastic markings from pavement and concrete facilities; legal disposal of thermoplastic; temporary painted markings; referencing and tying-off existing markings; layout and cat-tracking; coordination with the City’s Traffic Engineer; removal and blacking-out conflicting and exposed marking elements; clean-up, as shown on the plans, as specified in the Standard Specifications and these special provision, and as directed by the Engineer.
Bid Item 58 thru 60 – Blue Curb Paint, Red Curb Paint, Yellow Curb Paint “Blue Curb Paint”, “Red Curb Paint”, and “Yellow Curb Paint” are measured and paid per LINEAR FOOT and shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved in “Traffic Striping, Markings, and Raised Pavement Markers”, complete in place, including removal of curb paint, double application of curb paint; coordination with the City’s Engineer; clean-up, as shown on the plans, as specified in the Standard Specifications and these special provision, and as directed by the Engineer.
Packet Page 245
2023 PAVEMENT REHABILITATION PROJECT – Page 36
Curb Paint will be measured along the top of curb.
Bid Item 61 – House Stencil
“House Stencil" is measured and paid per EACH and shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved in “Traffic Striping, Markings, and Raised Pavement Markers”, complete in place, including removal of curb paint and stencil, double application of curb paint for stencil; coordination with the City’s Engineer; clean-up, as shown on the plans, as specified in the Standard Specifications and these special provision, and as directed by the Engineer.
Bid Item 62 – Relocate Road Sign and Post
“Relocate Road Sign and Post” is measured and paid per EACH and shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in signage, including post, foundation, panel, hardware, and related incidental work, as shown on the plans, as specified in the standard specifications and these special provisions, and as directed by the Engineer.
Packet Page 246
2023 PAVEMENT REHABILITATION PROJECT – Page 37
SPECIAL PROVISIONS VOLUME II – TECHNICAL SPECIFICATIONS
10.01 SCOPE OF WORK
Scope of Work to be performed consists of Contractor furnishing all materials, equipment, tools, labor, and incidentals necessary for the construction of the Project, complete in place in accordance with the Plans, Specifications, and Contract Documents, and subject to the terms and conditions of the Agreement.
Technical Provisions for this contract shall be in conformance with the State of California Department of Transportation (2018 Edition) Standard Specifications (Caltrans), City of Seaside (herein referred to as Owner) Standard Drawings, these Special Provisions, and the Plans and Typical Sections., except as amended and or superseded by the following sections.
Work to be performed includes but is not limited to, furnishing all materials, equipment, tools, labor, and incidentals as required by the Plans, Specifications, and Contract Documents for the reconstruction or repair of Owner’s streets at various locations throughout the Project limits. See the Plans and Details for a more detailed description of the location of the various sites. Work includes:
Furnishing all labor, materials, tools, and equipment necessary for placement of Hot Mix Asphalt (HMA) pavement materials such as pavement overlay and mill and fill; treating, removal, and disposal of the roadway section; replacement and compaction of subsurface material; setup and maintenance of traffic control systems; preservation and perpetuation of survey monumentation; construction of Portland Cement Concrete (PCC) curb ramps, curbs & gutters, placement of crushed aggregate base and HMA pavement; pruning and removal of tree roots; lowering and adjustment of utilities; trenching, sewer main line repairs, replacement of traffic striping and markings, curb paint and address stencils; and clean-up of the project area; and other related work as necessary to provide a complete project; all in accordance with the Standard Specifications, General Provisions, Plans, and these Special Provisions.
Contractor shall provide safe and adequate pedestrian access at all times. Vehicular movement at and around all work sites shall be provided and maintained at all times.
Approved barriers and signs (traffic flagging personnel, if necessary) shall be furnished and utilized by Contractor to ensure safety and public access to businesses and residences at all times.
10.02 EMERGENCY INFORMATION
Names, addresses, and telephone numbers of Contractor and Subcontractor shall be filed with Owner and the Seaside Police and Fire Departments on the day of the PreConstruction Meeting.
10.03 UTILITY COMPANY INFORMATION
Contractor shall lower and adjust facilities except for facilities owned by Southern California Edison. Contractor shall check for known and unknown utilities in advance with Packet Page 247
2023 PAVEMENT REHABILITATION PROJECT – Page 38
each utility company. Contractor shall be responsible for coordinating the timing for the lowering and adjusting facilities with the utility companies.
Contractor shall contact Jorge Soto at (831) 710-3885 for coordination with Comcast. For utilities of California American Water Company (Cal Am) exclusive of Yosemite Street and Lincoln Street, please contact David Pezzini at (831) 521-6367 a minimum of five (5) prior to the start of any work involving Cal Am’s facilities for coordination.
For utilities of Pacific Gas & Electric Company (PG&E), please contact Jose Saldana at (831) 682-7670 at least two (2) weeks prior to the commencement of work to schedule a Field Representative. No work is authorized without the Field Representative present.
10.03-1 UNDERGROUND SERVICE ALERT (USA)
Contractor shall notify Underground Service Alert (USA) three (3) business days in advance of any excavation by dialing (800) 227-2600 or 811 or online at https://call811.com/. All existing facilities in conflict with the proposed improvements shall be relocated by Contractor, or as directed by Owner Representative (herein referred to as Engineer).
All existing facilities in conflict with the proposed improvements shall be relocated by Contractor or as directed by Engineer.
It is not the intent of the Plans to show the exact locations of existing underground utilities or structures, and Owner assumes no responsibility, therefor. Whenever any such utilities are indicated thereon, Contractor shall be responsible for verifying their actual location and depth in the field by potholing if necessary. Contractor shall be responsible for any damage to utilities shown on the Plans, located by Underground Service Alert, or as specified herein, as a result of their operations.
Contractor shall not be entitled to any right-of-way delays associated with the relocation or repair of utilities and other facilities. It shall be the responsibility of Contractor to cooperate fully with the owners of these utilities and other facilities for their relocation and repair work.
10.04 ORDER OF THE WORK
Contractor is responsible for coordinating with Owner Project Manager, Leslie Llantero, at (831) 899-6832.
Contractor shall commence work per Construction Schedule and Commencement of Work. Contractor shall begin work promptly, as stated in the General Provisions, and shall not suspend work or abandon the work site until the work is complete.
All tree root removals on a particular street must be constructed and accepted by Owner prior to the construction of the roadwork.
Contractor shall coordinate with adjacent property owners/tenants in order to schedule demolition/construction activities in order to minimize impacts to residents and/or business operation.
Packet Page 248
2023 PAVEMENT REHABILITATION PROJECT – Page 39
Contractor shall allow utility owners access to the work and shall schedule around interference by utility owners performing concurrent work.
Various items of concrete construction shall be installed or replaced shortly after demolition and removal has begun. In no case shall removal take place unless Contractor can complete installation and replacement within the following time period:
Sidewalk and access ramps shall be replaced no later than the third (3rd) working day after demolition or removal,
Backfill and paving conform work shall be installed immediately upon completion of concrete placement.
Sidewalks on both sides of a street shall not be closed or removed simultaneously.
Contractor shall schedule the cold planing work such that the pavement leveling course or base course can be completed immediately after milling (keycuts) and base failures (digouts) are complete.
Milled pavement surfaces shall be paved back with the asphalt surface course within five (5) days after milling and base repairs have been completed. At no time shall a milled pavement surface be opened to traffic.
Contractor shall coordinate with Owner’s trash pickup provider(s) for the trash pickup schedule.
Failure to complete such work within the time period and/or conditions stated shall be a reasonable basis for Engineer to stop all other items of construction until such work is completed.
10.05 REQUIREMENTS OF WORK
All work shall be coordinated with the Traffic Control and Maintenance Plan, Project Schedule, Contract Period, Submittals, and all other requirements of these Contract Documents.
All movements at intersections must be maintained. Contractor shall maintain a minimum of one lane, not less than twelve (12) feet wide, in each direction of travel at all times. No lanes shall be closed prior to 8:00 a.m., and all lanes must be opened by 4:30 p.m.
A maximum noise level limit of eighty-six (86) decibels at a distance of fifty (50) feet will apply to all construction equipment on or related to the Project, regardless of owner. Use of excessively loud warning signals shall be avoided except in those cases required for protection of personnel. Use of generators or other mechanical devices is not permitted between the hours of 4:30 p.m. and 8:30 a.m. unless approved by Engineer.
Contractor shall coordinate, perform, and construct roadway work such that the restoration work on a street is completed prior to a weekend and/or Owner designated legal holiday so the street and pedestrian access are fully restored and available for public use.
Packet Page 249
2023 PAVEMENT REHABILITATION PROJECT – Page 40
Once started, Contractor shall continuously work on the Project until completion. Other than for inclement weather, work shall not be discontinued unless notification is provided to and approved by Owner at least seventy-two (72) hours in advance. Such notification of work suspension shall include the exact date when work shall be suspended and the date when work shall resume.
Failure to notify and obtain the approval of Owner of work suspension will subject Contractor to a $400 per working day inspection charge for each day work is suspended without the required notification and approval.
No work suspension due to material and/or equipment issues will be allowed.
Non-Working Foreman or General Contractor (herein referred to as Contractor Representative) with qualifications for the scope of work shall be on site or available for any decision-making during the duration of construction. Contractor shall not assign unqualified field personnel to be Contractor Representative. Contractor Representative shall be on site, at all times and in coordination with Subcontractors. Contractor Representative and all working foremen and non-working foremen shall be required to attend the mandatory Pre-Construction Meeting.
Owner may at any time request a more experienced or qualified representative, superintendent, foreman, and/or operator when work performance is not being met for a certain skill.
Contractor shall keep the work site clean, control dust and air pollution from construction operations, and provide sanitation for workers. Broken concrete and debris developed during demolition, clearing and grubbing shall be disposed of concurrently with its removal.
Weeds, trash, and debris shall be removed from the work site regularly and when directed by Engineer. All stickers, paint, and other forms of graffiti within the work limits shall be removed. Contractor shall submit method of removal to Engineer for approval prior to abatement.
10.06 MOBILIZATION, BONDS, AND INSURANCE
10.06-1 GENERAL
Summary
Mobilization includes preparatory work and operations, including but not limited to those necessary for the movement of personnel, equipment, supplies, and incidentals to the work site, for work on the Project, and for all other work and operations that shall be performed, or costs incurred prior to beginning work on the various items on the work site.
Mobilization shall include the furnishing and providing for regular maintenance of temporary sanitary facilities accessible to the work site for the duration of the Project.
Failure to comply with this requirement will result in withholding of mobilization payments in the amount deemed appropriate by Owner.
It is the responsibility of Contractor to locate and secure staging area(s) for setup, construction laydown areas, or the like, and shall be an appropriate area for mixing and Packet Page 250
2023 PAVEMENT REHABILITATION PROJECT – Page 41
storing materials and equipment. Staging area(s) shall meet all requirements described in Section 13-4, “Job Site Management,” of the Standard Specifications, and shall not exceed one acre of disturbed-soil area combined. All equipment shall be removed from the temporary staging area within three (3) working days after completion of the work unless approved by Owner.
Staging area may not be located on Owner’s property. Temporary utility controls shall be arranged solely by Contractor. It is Contractor’s responsibility to inspect the work site to determine its suitability for operations to execute the Contract. Contractor is required to obtain and show proof of all permits required by the State and/or local agencies for the use of the staging area.
Owner is not responsible for providing Staging Area.
Special Instructions for Haul Routes
All Haul Routes for the work shall be submitted to Owner for approval.
Contractor shall be responsible for developing specific detailed Traffic Control and Maintenance Plans for these circumstances.
10.06-2 MEASUREMENT AND PAYMENT
Reserved, see SECTION 9. BID ITEM DESCRIPTION.
10.07 TRAFFIC CONTROL
10.07-1 GENERAL
Summary
All traffic control shall be provided by the Contractor.
Work to be performed under this section covers all labor, materials, tools, equipment, transportation, and incidentals necessary to maintain and control all pedestrian and vehicular traffic through the work site. In addition, this work shall include all work as outlined in Section 12, “Temporary Traffic Control,” of the Standard Specifications and these Special Provisions.
Traffic control shall conform to the latest edition of “California Manual on Uniform Traffic Control Devices” issued by Caltrans, or State Standard Plan T13, “Traffic Control System for Lane Closure on Two Lane Conventional Highways.”
Contractor shall have at the work site a copy of the California Manual on Uniform Traffic Control Devices (CA MUTCD), latest edition, and shall comply with its provisions.
The Contractor shall fulfill the requirements of this section, twenty-four (24) hours per day, seven (7) days a week, including holidays, from the time the Notice to Proceed is issued until the project is formally accepted.
Any deviation in traffic control from the references mentioned above will not be allowed unless advance written approval is granted by the Engineer.
Packet Page 251
2023 PAVEMENT REHABILITATION PROJECT – Page 42
Attention is directed to Sections 7-1.03, "Public Convenience", 7-1.04, "Public Safety", and 12, "Temporary Traffic Control", of the Standard Specifications. Nothing in these Special Provisions shall be construed as relieving the Contractor from his/her responsibility as provided in said Section 7-1.04, “Public Safety.” Minor deviations from the traffic requirements of this section, which do not significantly change the cost of the work, may be permitted upon the written request of the Contractor, if in the opinion of the Engineer public traffic will be better served and work expedited.
Such deviations shall not be adopted until the Engineer has indicated his written approval.
All other modifications will be made by contract change order.
Traffic control shall be coordinated for the minimum inconvenience and maximum safety of the public during the construction period. The Contractor shall bear full responsibility for maintaining traffic control during the construction period.
Contractor shall provide all markers, signs, delineators, barricades, portable flashing beacons, flaggers, etc. necessary to ensure the safe passage of traffic through the work zone.
Where work reduces street width, the Contractor shall provide flaggers to guide traffic.
Flaggers and all personnel working near traffic shall wear CAL OSHA-approved safety clothing and equipment. Flaggers shall guide traffic with an appropriate stop/slow sign.
At no time shall any roadway that is to be repaired as part of this project be completely closed to traffic, pedestrian or vehicular, unless approved by Owner. If the closing or opening (either partial or full) of a street within the Project limits is approved by Engineer, Contractor shall notify Engineer assigned to the Project and local authorities at least three (3) working days prior to the scheduled closing or opening.
Conflicting existing pavement markings shall be removed by sandblasting. Conflicting raised pavement markers shall also be removed. Removal of conflicting markings and markers shall be performed at no additional cost to Owner.
Temporary traffic markings shall be spaced at a maximum of twenty-four (24) feet apart.
All traffic signs shall be reflectorized and shall conform to Owner's specifications.
Installation shall conform to the Standard Plans and CA MUTCD.
Property Access
Property access shall be maintained to all residents and businesses at all times unless otherwise approved by the City. Upon approval by the City, access to certain properties may be temporarily closed if the resident and/or property owner agrees to the closure.
Lane Closures
At no time shall any roadway that is to be repaired as part of this project be completely closed to traffic, pedestrian or vehicular, unless approved by Owner. The Contractor shall maintain a minimum of one (1) lane of traffic open at all times in accordance with the hours of work specified in Section 10.05 REQUIREMENTS OF WORK. The minimum Packet Page 252
2023 PAVEMENT REHABILITATION PROJECT – Page 43
width of a traffic lane shall be ten (10) feet. Flashing Arrow Boards shall be required for all lane closures. Lane closures are restricted to between the hours of 9:00 a.m. and 3:30 p.m.
Traffic Control and Maintenance Plan
Two (2) Weeks prior to the Pre-Construction Meeting, Contractor shall submit to Engineer for review a detailed Traffic Control and Maintenance Plan for the various affected work sites or streets. Traffic Control and Maintenance Plans shall be in accordance with Section 12, “Temporary Traffic Control,” of the Standard Specifications.
No work may commence in any area until the Traffic Control and Maintenance Plan has been approved by Owner Traffic Engineer.
Soft closures shall be avoided at all costs.
Road detours shall be the sole responsibility of Contractor for all work, including that of Subcontractors.
Crew assigned for traffic control shall only be on traffic control duty and cannot perform other types of work. Contractor shall provide a third-party company for traffic control support, at no additional cost, if Owner Project Manager deems the requirements of the approved Traffic Control Plan and/or Owner are not being met.
Construction Signing
Construction signing shall consist of furnishing, installing, maintaining, and removing construction signs, temporary guide markers, and barricades. Construction signing shall meet the requirements set forth in the CA MUTCD, the latest edition, and these Special Provisions.
Flagmen shall be required to direct traffic during construction. In addition, after bituminous materials are applied, pilot cars may be required, as directed by Engineer, to control traffic to a speed below twenty (20) mph to ensure traffic safety.
Traffic Maintenance
Contractor shall be responsible for the safety of vehicular and pedestrian traffic in accordance with these Special Provisions. Vehicular traffic shall be maintained at all times to all businesses and residences.
Contractor shall provide a knowledgeable, full-time, on site individual (herein referred to as Truck Boss), whose sole task is controlling construction truck traffic during paving and grinding operations. Truck Boss shall ensure that trucks do not enter the work area until the proper time, as required by the paving and grinding crew. Furthermore, Truck Boss shall report the presence of any tracked material from the work area to Engineer for immediate cleanup by Contractor.
Contractor shall notify Engineer of their intention to begin work at least three (3) working days before starting any work at each street location and before each phase of work is to be done. Contractor shall cooperate with Engineer relative to handling traffic through the areas and shall make arrangements relative to keeping the working area clear of parked vehicles and clear access to driveways. For towing vehicles parked within Packet Page 253
2023 PAVEMENT REHABILITATION PROJECT – Page 44
construction no parking zones, Contractor shall contact Owner Parking Enforcement Supervisor, Miguel Montes, at (831) 899-6743.
At intersections, if a cross street needs to be temporarily closed when work is in progress through the intersection, and the anticipated traffic delay is more than five (5) minutes, a detour shall be installed and shall include the installation of advance signing, displaying the anticipated delay time. Detour and signing will be reviewed and approved by Engineer prior to the work being done.
Contractor’s equipment and personal vehicles of Contractor’s employees shall not be parked on the traveled way nor on any street where traffic is restricted at any time. If construction equipment is parked in the parking lanes overnight, barricades and other suitable warning devices shall be required. Overnight storage of equipment on any Owner’s streets must be approved by Owner prior to the end of the shift.
Day Work
Contractor shall coordinate working hours with Engineer. Working lane widths shall be approved by Owner. Striping and other low-noise activities may be allowed during night work. Working hours are subject to change depending on the impact on the general public and coordination with adjacent projects. Day work hours of paving operation shall be from 8:30 a.m. to 4:30 p.m. Contractor shall only grind and place temporary striping that can be completed and to traffic by 4:30 p.m. No exposed milled surfaces shall be open to traffic at any time. Flagmen shall be provided continuously at affected intersections as well as at the beginning and end of restricted traffic control areas. All flagmen and foremen shall be in radio contact with each other to coordinate work and provide a safe work zone.
Night Work
Night Work will not be allowed.
Special Instructions for School Zones
Contractor shall make every effort to complete work within school zones during breaks in the school schedule when classes are not in session. This includes any work within 1,000 feet of a school, roadways leading directly to a school, or streets having a school.
Contractor shall notify school districts and coordinate work so as to maximize safety and minimize inconvenience. This includes any work within one thousand (1,000) feet of a school, roadways leading directly to a school, or streets having a school. If possible, such work shall be scheduled after school is released for a summer session. Work in school zones shall be prohibited from 7:00 a.m. to 9:00 a.m. and from 2:00 p.m. to 4:00 p.m. on weekdays when school is in session. Work is also prohibited in school zones during the first week of school.
Contractor shall coordinate with the following school districts at least forty-eight (48) hours prior to the scheduled closing or opening of streets.
Monterey Peninsula School District, (831) 392-3456
Child Development Center (831) 392-3456
Packet Page 254
2023 PAVEMENT REHABILITATION PROJECT – Page 45
Special Instructions for Bus Routes
Contractor shall notify the Monterey Salinas Transit at least one (1) week prior to the scheduled closing or opening of streets or impact to any bus stops.
PORTABLE DELINEATORS
Portable delineators shall be either cones or tubular markers, and shall comply with Subsection 12-3.04, “Portable Delineators,” of the Standard Specifications.
Delineators to be used at night or in low-light conditions shall be reflectorized. Minimum height of either cones or tubular markers shall be thirty-seven (37) inches above the road surface.
All portable delineators shall comply with the current version of the Caltrans Traffic Manual.
Portable delineators shall be spaced as necessary for proper delineation; however, in no case shall the spacing between portable delineators exceed fifty (50) feet on tangents or twenty-five (25) feet on curves.
RESTRICTIONS ON CLOSURE OF TRAFFIC LANES
All streets shall be open for use by public traffic on Saturday, Sunday, any day designated by Owner as a legal holiday, on the day preceding a designated legal holiday, after 3 p.m. on Fridays, and when construction operations are not actively in progress on working days. During daily construction operations, there may be certain a.m. and p.m. peak traffic hours that may require Contractor to alter and/or modify the construction schedule to complete the work so as to have the least impact on public convenience, if determined by Engineer.
Contractor Representative shall ensure that the public does not drive into road closure areas.
10.07-2 MEASUREMENT AND PAYMENT
Reserved, see SECTION 9. BID ITEM DESCRIPTION.
10.08 WATER POLLUTION CONTROL
10.08-1 GENERAL
Summary
“Water Pollution Control Plan” shall conform to Section 13-2, “Water Pollution Control Program” of the Standard Specifications. Work shall include all labor, materials, equipment, submittals and testing necessary to comply with the Standard Specifications.
The Contractor shall comply with all air pollution, water quality, and other environmental control rules, regulations, ordinances and statutes as apply to the project and the executing of the work performed pursuant to the Contract.
The Contractor shall implement construction site best management practices for the control of non-storm water and point discharges, erosion and sediment control.
Packet Page 255
2023 PAVEMENT REHABILITATION PROJECT – Page 46
A Water Pollution Control Plan (WPCP) shall be required for the project. The WCPC shall:
1. Show the locations and types of water pollution control practices that will be used for stormwater and non-stormwater in areas outside the job site but related to work activities, including staging areas, storage yards, and access roads.
2. Show the locations and types of temporary water pollution control practices that will be used in the work for each construction phase.
The Contractor shall be required to implement temporary construction site best management practices (BMP's) in accordance with the Construction Site Best Management Practices (BMP) Manual and BMP Field Manual and Troubleshooting Guide issued by the State of California, Department of Transportation. Construction site BMP documents can be found at https://dot.ca.gov/programs/construction/storm-water-andwater-pollution-control/manuals-and-handbooks. The temporary construction site best management practices required for this Contract shall include, but are not limited to:
1. Stockpile Management: Implement BMP's, as appropriate, for soil stabilization and sediment control as applicable to stockpile of various materials.
2. Mobile Operations: Implement BMP's, as appropriate, for the control of equipment fueling and maintenance, concrete mixing and wash out, hauling and storage of materials. BMP's shall control the specific situations that mobile operations can create.
3. Wind Erosion Controls: Implement BMP's, as appropriate, for all disturbed soils on the project site that are subject to wind erosion when wind and dry conditions exist.
4. Tracking Controls: Implement BMP's, as appropriate, for the control of sediments and debris from the collection system.
5. Non-Storm Water and Waste Management and Materials Pollution Controls:
Implement BMP's, as appropriate, to control the discharge of materials other than storm water to the storm water collection system.
Submittals
The Contractor shall submit one (1) electronic copy of the WPCP a minimum of 10 working days prior to beginning construction. Construction shall not begin until the WPCP is approved.
10.08-2 CONSTRUCTION
General
The Contractor shall continuously provide at the job site all of the tools, equipment, and materials necessary to implement the WPCP. This requirement shall be enforced at all times from project initiation through completion, including any punch list or warranty work on the project.
Packet Page 256
2023 PAVEMENT REHABILITATION PROJECT – Page 47
Protection of Existing Storm Water System
As the first order of work, the Contractor shall protect the existing storm water system from entrance of particulates and pollutants. Such protection shall include implementing the Best Management Practices (BMP) as outlined in the WPCP.
In addition to the Best Management Practices outlined in the local governing jurisdiction’s plans, the protection system shall have a minimum of three (3) features:
1. A particulate filter of geosynthetic material securely fastened in place such that it cannot be bypassed without significant physical damage,
2. A pre-filter for the particulate filter, and
3. On-hand materials to close off an inlet or opening in the case of a significant pollution spill.
Material Storage Areas
All material and/or equipment storage areas where liquid construction materials are kept, including but not limited to asphalt emulsions, paving oils, and seal coat materials, shall be protected by a physical barrier capable of containing the entire volume of stored liquid materials. During active construction activities, portions of the barrier may be removed for access. However, the barrier materials must be readily accessible for replacement by on-site construction personnel. The barrier must be in place at all times when construction personnel are absent from the storage site.
System Inspection and Maintenance
To ensure the proper implementation and functioning of BMPs, the Contractor shall regularly inspect and maintain the construction site for the BMPs identified in the BMP Plan. The Contractor shall identify corrective actions and time needed to address any deficient measures or reinitiate any BMPs that have been discontinued. All repair and correction shall begin within 72-hours of notice or before the next storm forecasted with 50% or greater chance whichever is sooner.
Inspections of the construction site shall be conducted by the Contractor to evaluate BMPs, as follows:
1. Within 48-hours of a NOAA forecasted storm event of 50% or more.
2. Weekly
3. Every 24-hours during an on-going storm.
If the Contractor or the Engineer identifies a deficiency in the deployment or functioning of an identified BMP, the deficiency shall be corrected immediately. The deficiency may be corrected at a later date and time if requested by the Contractor and approved by the Engineer in writing, but not later than 72-hours after notice or before the next storm forecasted with 50% or greater chance whichever is sooner. The correction of deficiencies shall be at no additional cost to the City.
The Contractor shall provide a monitoring log of each inspection.
Packet Page 257
2023 PAVEMENT REHABILITATION PROJECT – Page 48
Non-Storm Spills or Pollution
The WPCP shall address practices for the cleanup of spilled or leaked pollutants such as hydraulic oil from damaged or leaking equipment. The plan shall include readily available equipment and materials to contain and absorb the pollutants, collection of these materials, and disposal of the materials to an approved disposal facility. The plan shall include ultimate disposal from the Contractor’s yard.
The Contractor shall keep a record of any spills on the daily inspection logs. In addition, at the end of the project, the Contractor must certify that all contaminated materials have been properly disposed of in accordance with the WPCP.
10.08-3 MEASUREMENT AND PAYMENT
Reserved, see SECTION 9. BID ITEM DESCRIPTION.
10.09 EXISTING FACILITIES
T.S.1-9.1 GENERAL
Summary
Existing Facilities shall conform to Section 5-1.36, “Property and Facility Preservation,” Section 5-1.36C, “Nonhighway Facilities,” and Section 15, "Existing Facilities," of the Standard Specifications and these Technical Specifications.
Obstructions
The Contractor's attention is directed to the existence of certain underground facilities which may require that special precautions be taken by the Contractor to protect the health, safety and welfare of workmen and of the public. Facilities requiring special precautions include, but are not limited to: conductors of petroleum products, oxygen, chlorine, and toxic or flammable gases; natural gas in pipelines greater than 6 inches in diameter or pipelines operating at pressures greater than 60 psi (gage); underground electric supply system conductors or cables either directly buried or in duct or conduit which do not have concentric neutral conductors or other effectively ground metal shields or sheaths; and underground electrical conductors with potential to ground more than 300 volts. The Contractor shall notify the Engineer at least forty-eight (48) hours prior to performing any work in the vicinity of such facilities.
The Contractor shall call USA at 811 to mark the locations of all underground utilities at least seventy-two (72) hours before the intended start of excavation. The Contractor shall remove all project USA markings, Engineer markings, and Survey markings, prior to project completion.
Any damage to any utility due to the Contractor's operations shall be repaired or replaced by the Contractor to the satisfaction of the Engineer. Contractor shall use extra caution prior to excavating where utility lateral locations are not known and shall repair property damage caused by damage to any utility.
Packet Page 258
2023 PAVEMENT REHABILITATION PROJECT – Page 49
Delays
The Contractor shall receive no additional compensation for delays or inconvenience caused by utility relocations and/or adjustments. The delay caused by these relocations and/or adjustments shall not count towards the Contractor’s “working days.” Survey Monuments
Existing survey monuments shall be preserved, referenced or replaced pursuant to the requirements of State of California Streets and Highways Code Sections 732.5, 1492.5, and 1810.5 and Business and Professions Code Section 8771 and the following:
The Contractor shall not disturb permanent survey monuments or bench marks without consent of the Engineer. The Contractor shall bear the expense of replacing any monument or benchmark that may be disturbed without permission. Replacement shall be done only with the direction of and in the presence of the Engineer.
Should the Contractor during the course of construction encounter a survey monument or bench mark not shown on the plans for the work, they shall promptly notify the Engineer in writing so that the monument or bench mark may be referenced accordingly, properly referenced, preserved, and/or restored.
Protect Existing Facilities to Remain
The Contractor shall be responsible for the protection of public and private property adjacent to the work and shall exercise due caution to avoid damage to such property.
The Contractor shall immediately repair or replace all existing improvements within the right-of-way which are not designated for removal, but that are damaged or removed as a result of its operations at his/her sole expense and to the satisfaction of the City representative. Repairs and replacements shall be at least equal to existing improvements and shall match them in finish and dimension. The Contractor shall immediately notify the appropriate owner of the improvement or facility and the City representative of any damage as a result of his/her operations to existing improvements or facilities. If the improvement belongs to a private residence and the property owner or occupant is not at home, such notification shall be attached to the front door of the property.
Removals
The Contractor shall remove and dispose of existing portland cement concrete curb, gutter, sidewalk, and driveway at the locations shown on the Plans. When curb and gutter and/or roadway pavement are removed, the Contractor shall immediately place portable delineators along the edge of the pavement. Portable delineators shall be 36-inch minimum height, orange with white reflectors. The delineators shall be maintained by the Contractor until new curb and gutter are placed. All materials removed shall be legally disposed of in accordance with Section 7-1.04, “Public Safety,” of the Standard Specifications.
Packet Page 259
2023 PAVEMENT REHABILITATION PROJECT – Page 50
Existing concrete to be removed shall be sawcut at the nearest joint or score line, unless otherwise directed by the Engineer. Any existing concrete damaged by reason of the Contractor’s operations outside this limit shall be repaired at the Contractor’s expense.
The repair shall be made by removing and replacing the entire portion between weakened plane joints or score lines.
The Contractor shall remove thermoplastic stripes and legends within the limits of work shown on the Plans. All materials removed shall be disposed of in accordance with Section 17-2.03D, “Disposal of Materials,” of the Standard Specifications.
The Contractor’s attention is directed to the State Health and Safety and CAL-OSHA regulations and requirements regarding the removal, handling and disposal of yellow thermoplastic and painted traffic striping and pavement markings. The Contractor is responsible for any additional requirements necessary to comply with the regulations.
Where grinding or other methods approved by the Engineer are used to remove yellow thermoplastic and yellow painted traffic stripe and pavement marking, the removed residue, including dust, shall be contained and collected immediately. Sweeping equipment shall not be used. Collection shall be by a high efficiency particulate air (HEPA) filter equipped vacuum attachment operated concurrently with the removal operations or other equally effective methods approved by the Engineer.
Nothing in these Special Provisions shall relieve the Contractor of the Contractor’s responsibility as specified in Section 7-1.04, “Public Safety,” of the Standard Specifications.
Restore Existing Irrigation System And Landscaping
Any irrigation system and/or landscaping damaged during the installation of curb, gutter, sidewalk and curb ramps shall be replaced in kind by the Contractor.
The Contractor’s attention is directed to the existence of private irrigation facilities not shown on the Plans. It is anticipated that some of these facilities will be in conflict with the proposed improvements or may be damaged during construction.
Existing turf may be carefully removed and restored following site grading. Turf may be replaced as long as new sod is of the same species as the existing. Contractor shall submit a sample to the Engineer for approval prior to installation.
The irrigation system in conflict with the new sidewalk and curb ramps shall be repaired and/or relocated to clear the new sidewalk and curb ramp construction. The Contractor shall coordinate replacement/relocation of the irrigation system with the property owners before and after construction of new sidewalks and curb ramps. The Contractor shall remain responsible for irrigating the landscape area until the irrigation system is fully functional. Contractor shall arrange with property owners to confirm all damaged irrigation system is repaired and fully functional. Irrigation and/or sprinklers damaged by the contractor’s construction activity shall be restored within 5 days.
Packet Page 260
2023 PAVEMENT REHABILITATION PROJECT – Page 51
10.10 TRIMMING, CLEARING, AND GRUBBING
10.10-1 General
Work shall conform to Section 17-2, “Clearing and Grubbing,” of the Standard Specifications and shall consist of removal and disposal of all objectionable material from the work site, including existing weeds, brush, shrubs, trees, stumps, concrete, masonry, other unsuitable material, and obstructions interfering with the new construction. Limits of work shall be of sufficient area and depth to complete the work as shown on the Plans.
Trimming, clearing, and grubbing shall be performed in advance of any other grading or construction operations. Area to be cleared and grubbed shall be within the Project area.
Contractor shall not store or permit debris to accumulate on site. If Contractor fails to remove excess debris promptly, Owner reserves the right to cause removal at Contractor’s expense.
Residue from cutting operations will not be permitted to flow into storm drains or across lanes occupied by traffic and shall be removed from the pavement surface concurrent with the cutting operations.
10.10-2 MEASUREMENT AND PAYMENT
Full compensation for Trimming, Clearing, and Grubbing shall be considered as included in the contract prices paid for the various bid items of work involved and no additional compensation will be allowed therefore.
10.11 NOTIFICATIONS
10.11-1 GENERAL
Summary
Contractor shall notify Owner not less than two (2) weeks prior to the start of the Project.
Contractor shall be responsible for all notifications, including any and all Subcontractor’s work.
Closing or opening (either partial or full) of a street or alley within the Project limits will be approved by Engineer. Notices shall be posted pursuant to California Vehicle Code, Article 1, Section 22651 at least seventy-two (72) hours prior to construction by Contractor. Notices shall include the following information:
A. “TOW AWAY – NO PARKING”
B. SPECIFIC DATES AND TIMES OF CONSTRUCTION
C. “VEHICLES FOUND IN VIOLATION WILL BE TOWED”
D. “C.V.C. 22651 (L)”
E. CONTRACTOR’S NAME AND CONTACT PHONE NUMBER
First and last sign shall also be stenciled with the word “BEGIN” or “END” as appropriate to delineate the limits of the no parking area. Signs shall be place in sixty (60) feet Packet Page 261
2023 PAVEMENT REHABILITATION PROJECT – Page 52
intervals. The font size of the dates and times shall be at least three (3) times the font size of all other information on the sign.
Failure to comply with notification requirements will prevent Owner from towing vehicles parked in the proposed work area. Owner will not incur any additional costs due to vehicle removal or delays resulting from vehicles remaining in the project area.
Contractor shall notify the following Departments at least twenty-four (24) hours prior to the schedule closing or opening:
Seaside Public Works (831) 899-6841
Seaside County Sanitation Department (831) 899-6841
Seaside Police Department (831) 899-6863
Seaside Fire Department (831) 899-6790
U.S. Post Office (831) 394-6329
Monterey Salinas Transit (888) 678-2871
Green Waster (831) 920-6707
Four (4) separate notifications shall be hand-delivered a minimum of seventy-two (72) hours prior to the beginning of any work affecting traffic. Notifications shall include language informing residents of the damaging effects of power steering movements to fresh slurry seal. Copies of submittals shall be given to the City’s Public Works Director for review and approval. Notifications shall be in written in English and Spanish.
The Contractor shall notify local trash and recycling company (Greenwaste) to coordinate pick-up schedules.
The Contractor shall notify the affected residents and businesses four (4) calendar days in advance of the start of 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, a date and time when parking will not be allowed along the street scheduled for renovation and 48-hour window of “no landscape irrigation” prior to work.
Contractor shall submit a sample notice for review and approval by the City five (5) calendar days prior to distribution.
Ten (10) calendar 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.
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 (2) working days (four calendar days prior to work beginning on a Monday or Tuesday) prior to the start of construction. In rural areas, the signs shall be placed at intervals not to exceed 400 feet. The signs shall include the date and time during which parking is prohibited. The Contractor shall remove these signs immediately when they are no longer needed.
Packet Page 262
2023 PAVEMENT REHABILITATION PROJECT – Page 53
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 (5) calendar days, the Contractor shall remove the signs and place re-dated signs two working days (four calendar days prior to work beginning on a Monday or Tuesday) in advance of the work.
Contractor must notify Owner Landscape Maintenance Districts (LMD) for valve shutoff seventy-two (72) hours in advance, otherwise, Contractor shall pay for emergency shut-off. Valves to be shut off in phases approved by LMD.
Project Funding Sign
The Contractor shall furnish and install Project Funding Signs that inform the community of the work and funding source. A minimum of two (2) project finding signs shall be installed at each project location/street. Exact locations for placing the signs will be determined by the Engineer. The signs shall be installed a minimum of two (2) weeks prior to start of paving activities. The sign shall be constructed per the requirements of the Caltrans Division of Traffic Operations.
SB-1 funding sign shall be C48(CA) and shall be 48” x 30” (4ft x 2.5 ft), 1/3rd size. Refer to Caltrans website http://www.dot.ca.gov/trafficops/tcd/pfi.html for SB-1 sign specifications. Signs shall be installed in accordance with Section 6F.109(CA) of CA MUTCD.
The signs shall be made by a professional sign painter, approved in advance by the Engineer. The signs will be installed prior to construction and maintained in place for the duration of the project by the Contractor. Signs shall be repaired or replaced at no cost to the City, if damaged or stolen.
10.11-2 MEASUREMENT AND PAYMENT
Full compensation for conforming to the requirements of this section shall be considered as included in the prices paid for the Mobilization, and no additional compensation will be allowed, therefor.
10.12 CONSTRUCTION SURVEYS
10.12-1 GENERAL
Contractor shall be responsible for hiring a licensed land surveyor to provide all surveys to control the lines, elevations, and dimensions of the work in conformance with the Plans.
Any deviation from the lines, elevations, and dimensions shown on the Plans must receive prior approval from Engineer. Where new construction connects to existing facilities, Contractor shall check and establish the exact location prior to construction of the facility.
Packet Page 263
2023 PAVEMENT REHABILITATION PROJECT – Page 54
All stakes or marks shall be provided by Contractor as necessary to establish the lines and grades required for the completion of the work specified in the Standard Specifications, on the Plans, and in these Special Provisions.
Contractor shall be responsible for the accuracy of their own layout work and shall be responsible and liable for the preservation of all established lines, grades, and layout points. Stakes damaged or destroyed by the public or operations of Contractor shall be replaced at Contractor’s expense.
Preservation and protection of survey monuments and markers encountered along the line of the work shall conform to the following: Contractor shall notify Engineer in writing of monuments that will be encountered and shall not remove or damage said monuments. If a monument is determined by Engineer to have been damaged during the course work by Contractor, notification is not made as provided above, or markers are removed that are not in conflict with construction, Contractor shall be responsible for the cost of referencing, resurvey, and replacement of the monument or marker.
Replacement of Survey monuments and boxes shall be as set forth under Section 8771 of the California Business and Professions Code.
Prior to the start of work, Contractor shall notify Engineer of monuments encountered within the limits of the excavation identified in the field and as shown on the Plans. If monuments need to be replaced as a result of Contractor’s activities to complete contract work, the replacement of the monument will be paid for within the original items of contract work, and no additional compensation will be allowed, therefor.
10.12-2 MEASUREMENT AND PAYMENT
Full compensation for conforming to the requirements of this section shall be considered as included in the prices paid for the various contract items, and no additional compensation will be allowed, therefor.
10.13 PRESERVING & PERPETUATING SURVEY MONUMENTATION
10.13-1 GENERAL
This work shall consist of complying with California Business and Professions Code, Chapter 15, Section 8771. To comply with this Section, the Contractor shall engage the services of a Licensed Land Surveyor.
10.13-2 CONSTRUCTION
The number and character of the survey monuments shown in the bidding documents are approximate only. They serve to provide bid pricing comparisons and the number may be increased, reduced, or eliminated entirely as needed and shall not constitute a basis for claim by the Contractor for extra payments or damages.
This location of the monuments shown on the plans shall be reviewed by the Contractor’s licensed land surveyor for completeness. The surveyor shall prepare a list of all existing survey monuments within the limits of work, which shall include street name, monument type as shown on record maps, copy of record map book and page, and approximate location. This list shall be provided to the City for review and approval prior to the prePacket Page 264 2023 PAVEMENT REHABILITATION PROJECT – Page 55
construction meeting. After the City approves the monument list, the Contractor shall perform a field visit and ascertain for each monument, the type of monument from the table below:
The final list of monuments shall be submitted to the City for approval. Following approval of the final list and classification of monument type, the Contractor’s Licensed Land Surveyor, in coordination with the Contractor, shall make every effort to find all previously “Not Found” monuments, using GPS navigation to points on the record maps, metal detector use, and direct measurements from Found monuments. If the surveyor determines the previously “Not Found” monument has potential to be located and should be recovered, the Licensed Land Surveyor shall notify the City and Contractor. Upon approval by the City, Contractor shall furnish the labor, equipment, and traffic control to carefully expose the survey monument under the supervisions of the Licensed Land Surveyor to:
1. Ensure the monument is not disturbed, and
2. Immediately reference it as above
The Contractor’s Surveyor shall field reference only the monuments that will be affected by the Contractor’s operation (i.e., where survey monument covers are to be lowered prior to cold planing, adjusted to finished grade after paving, where Non-Standard Survey Monuments need to be replaced with Standard Street Survey Monuments, monumentation within limits of concrete replacement, and all “Not Found” monuments) and file timely Pre-Construction Corner Records with the County Surveyor. Surveyor shall reference the location of existing monuments with sufficient control points to locate after final paving operations are completed. Prior to construction, the Contractor shall submit an updated list of survey monument identifying all monuments that were attempted to be located, and identifying if each monument was found or “Not Found”.
Corner Record are the factual basis for:
Type Nomenclature Description / Definition
A Street Survey
Monument
Readily found on the surface of the existing roadway with frame and cover
B
Non Standard
Survey
Monument
A monument on the surface of the existing roadway without a frame and cover such as and iron pipe monument, nail
and shiner, etc.
C
Street Survey
Monument; “Not
Found”
A monument of record (standard monument of iron pipe
monument) non readily found on the existing roadway
surface typically due to earlier overlay work. Further
surveyor investigation required to determine whether they existing or have been previously destroyed
Packet Page 265
2023 PAVEMENT REHABILITATION PROJECT – Page 56
1. Confirming that an existing monument was not disturbed during construction, and/or
2. Providing the precise location for installing a new Street Survey Monument, and/or
3. Documenting that a monument did not exist at the time of construction.
The schedule for the submittal of Corner Records to the County Surveyor by the Contractor’s License Land Surveyor is as follows:
1. For found monuments (All Types above), the Pre-Construction Corner Records shall be submitted a minimum of ten (10) working days before construction commences on a specific roadway segment.
2. For “Not Found” monuments (Type C above), the Pre-Construction Corner Records shall be submitted to indicate the monument was searched but not found.
After paving is complete and the monument cover is adjusted to new grade, the Contractor’s Surveyor shall perform field review to determine if any monuments have been disturbed. Filing a Post-Construction Corner Records shall only be required for monuments which have been disturbed or have undergone a “change in character”, such as replacing an iron pipe with a standard monument.
Submittal of Post-Construction Corner Records shall be made to the County Surveyor within ten (10) days of completion of the Contractor’s last work affecting the final roadway surface. The project shall not be accepted until the Post Construction Corner Records have been approved by the County Surveyor.
For Street Monuments within a monument well, the Contractor shall protect in place existing brass marker and concrete core. Do not adjust to final grade until the adjacent pavement or surfacing is complete. Adjust frame and cover and complete permanent paving or surfacing surrounding the cover before opening the lane to traffic.
For City Vertical Benchmarks within concrete repairs, the Contractor’s Surveyor shall reset brass marker in surface of new concrete improvements and provide revised elevation to City. At the completion of concrete repairs, the Contractor shall provide a tabulated list of all vertical benchmarks adjusted during project that includes the following:
approximate location, adjusted elevation, and any physical markings on benchmark.
Survey monuments and adjustments shall be performed per City of Seaside Standard Drawing S-802 "Concrete Monuments."
10.13-3 MEASUREMENT AND PAYMENT
Reserved, see SECTION 9. BID ITEM DESCRIPTION.
Packet Page 266
2023 PAVEMENT REHABILITATION PROJECT – Page 57
10.14 ROADWAY PREPARATION
10.14-1 GENERAL
Work under this section consists of preparing the roadway prior to the resurfacing or reconstruction. Such work shall include controlling nuisance water, sweeping, watering, removal of all raised pavement markers, removing thermoplastic pavement markings, and removing loose and broken HMA and foreign material, including existing weed growth as specified in these Special Provisions and as required by Engineer. Water Pollution Control Plan (WPCP) is to be implemented prior to the start of work. Any roadway area that contains existing weed growth shall be treated with an Environmental Protection (E.P.A.) Owner-approved herbicide composed of glyphosate and oryzalin, combined and applied according to label directions.
Contractor shall pothole for shallow utilities that may be in conflict with work. Contractor shall submit results to Owner at least two (2) weeks prior to the start of any excavation work to provide sufficient time to resolve any issue that may be encountered.
10.14-2 MEASUREMENT AND PAYMENT
Payment for Roadway Preparation will be included in the prices bid for other items of work, and no additional compensation will be allowed, therefor, unless noted on the Plans and Bid Proposal as part of this contract. Such payment will be considered full compensation for furnishing and maintaining all materials, labor, equipment, and all incidentals necessary to complete the work in accordance with Standard Specifications and these Special Provisions.
10.15 FINAL INSPECTION AND PUNCH LIST
TS 1-17.1 SCOPE
When the work has been completed, Engineer will make the final inspection and final project walk-through with Contractor. Engineer will create a punch list of deficient items that shall be corrected by Contractor. Engineer reserves the right to add items to the Project’s punch list as deemed necessary. All punch list items shall be completed within five (5) working days of notice to Contractor. Punch list items shall be accounted for in the Project construction schedule within the Project working days. Contractor shall not be granted additional working days for the completion of the punch list items.
10.16 CONSTRUCTION AS-BUILT DRAWINGS
10.16-1 GENERAL
Contractor shall maintain a complete and accurate record of all changes of construction from that shown in the Plans and Specifications for providing a basis for construction asbuilt drawings. These drawings must be maintained on site during the course of construction and updated monthly, at minimum.
Contractor shall use a job set of contract drawings, clearly labeled “Construction As-Built Drawings,” to record all changes in construction. Job set of as-built drawings shall be completely, accurately, and legibly marked in red ink to record actual construction.
Additional copies of prints shall be used, if necessary, to ensure legible recording of data Packet Page 267
2023 PAVEMENT REHABILITATION PROJECT – Page 58
and date all entries. Attention shall be called to the entry by drawing a “cloud” around the area affected. In case of overlapping changes, different colors shall be used for each change. Consistent color coding shall be maintained throughout the drawings.
Contractor shall submit a full-size copy of the updated construction as-built drawings in progress with each progress payment to document the status of the drawings. Progress payments may not be processed until acceptable drawings are submitted. Contractor shall submit a complete set of original construction as-built drawings to Engineer ten (10) days after final inspection, along with a letter declaring that other than these noted changes on the as-built drawings, “the Project was constructed in conformance with the Contract Documents.” Contractor must provide this set of as-built drawings and letter prior to processing of the final pay estimate.
Full compensation for recording construction changes and furnishing the Construction AsBuilt Drawings is considered included in the prices paid for the various bid items of work, and no additional compensation will be allowed, therefor.
10.16-2 MEASUREMENT AND PAYMENT
Full compensation for conforming to the requirements of this section shall be considered as included in the prices paid for the various contract items, and no additional compensation will be allowed, therefor.
10.17 AIR POLLUTION CONTROL
10.17-1 GENERAL
Summary
Contractor shall take all necessary measures to avoid the dispersion of dust. Dust generated by traffic, Contractor’s operations, or wind are all included in the definition of “dust.” All activities shall be in compliance with Section 14-9, “Air Quality,” of the Standard Specifications.
10.18 ROOT PROTECTION, ROOT PRUNING, AND TREE REMOVAL
10.18-1 GENERAL
Summary
Contractor shall remove sidewalk in a manner that prevents any machinery, such as a backhoe, Bobcat, or mini excavator, from traveling over an exposed root zone.
Contractor shall make every attempt to not scrape, skin, or pull roots. Hand excavation around roots may be required.
Where roots must be pruned, the area shall be excavated down to the depth required for the improvements. All rock, concrete, or other loose material shall be removed.
No roots shall be torn or pulled using any other tools or machinery unless already severed on each end by one of the approved pruning tools.
Exposed roots shall be covered with soil, mulch, or wet burlap if they shall be exposed for more than forty-eight (48) hours without measurable precipitation.
Packet Page 268
2023 PAVEMENT REHABILITATION PROJECT – Page 59
10.18-2 CONSTRUCTION
Root Pruning and Removal
All root pruning and removal shall be performed under the direct supervision of an International Society of Arboriculture (ISA) certified arborist. All root pruning shall comply with ANSI A300, Part 8 (2020) “Root Management” specifications 85 and 86.2-86.4 as well as ANSI A300, Part 5 (2019) “Management of Trees During Construction” Specification 55.3.
Contractor shall have on hand for any root work needs that arise in the field the following tools: arborist’s hand saw, pole saw, lopper, axe, hatchet, digging-bar/spud-bar (with cutting end), chainsaw, belt sander, Bosch multi-tool (or similar), reciprocating saw/saws all.
Contractor shall remove all tree roots under the concrete or pavement to be repaired to a depth of twelve (12) inches below the subgrade. Areas where roots have been removed shall be backfilled with native material or Class 2 Aggregate Base. Area to be backfilled shall be scarified prior to the addition of backfill and shall be compacted to 90% relative compaction under concrete repairs and 95% under pavement repairs. All roots encountered within the repair area shall be cut by hand using 60 grit sandpaper, (i.e., chain saw, hand pruners, hand saw, axe, etc.) or a root pruner approved by Engineer at the limits of the repairs prior to their removal.
Roots two (2) inches in diameter or greater shall not be pruned without Owner Arborist present unless authorized by Engineer. Large roots shall be shaved to a depth of no more than one-third of their thickness or as approved by Owner Arborist. At no time shall any root pruning cut into the root flare as defined by Owner Arborist.
All roots are to be cut by hand or with a root pruner approved by Owner. Removal by other mechanical means is prohibited. No pulling or tearing of roots using tools or other machinery. Roots between the tree and the Remove and Replace area are not to be disturbed. Pruning of any roots greater than two (2) inches in diameter is prohibited unless otherwise authorized by Owner Arborist.
If the cut ends of tree roots shall be exposed for more than eight (8) hours, the cut ends of the roots shall be wrapped with fabric, then plastic, and kept moist until backfill is installed. When backfill is installed, the fabric and plastic shall be removed from the cut ends of roots.
Any damage done to adjacent pavement, concrete, or other improvements due to the failure to sever roots at the limits of the repair shall be repaired at Contractor’s expense.
Areas where roots have been removed shall be backfilled with native material or Class 2 Aggregate Base. Area to be backfilled shall be scarified prior to the addition of backfill and shall be compacted to 90% relative compaction under concrete repairs and 95% under pavement repairs. Limits of root removal shall be ten (10) feet to each side of the tree or shrub causing damage unless otherwise authorized by Engineer.
Structural pruning of the canopy may be required to offset the loss of roots. Extent will be Packet Page 269
2023 PAVEMENT REHABILITATION PROJECT – Page 60
determined by Owner Arborist. Contractor shall have seven (7) days to complete structural pruning after pave back. An arborist’s report shall be provided to certify that the canopy has been sufficiently pruned to offset loss of roots.
Tree Trimming
Contractor shall trim tree canopies at certain intersections where the canopies currently obstruct the visibility of traffic signals. Contractor shall trim the canopies so that they are at least fifteen (15) feet above the roadway surface.
All tree trimming shall be performed under the direct supervision of an ISA certified arborist. Tree trimming shall comply with ANSI A300, Part 1 (2017) “Standard Practices (Pruning)” Specifications 5.2, 7.1, 7.3, and 8.0.
Owner Arborist shall be on site for pruning of any branch that is two (2) inches in diameter or larger.
Tree Removal
At the discretion of Owner Arborist, Contractor shall remove trees that are deemed unstable due to root pruning and removal. Public notification is required no less than five (5) days prior to removing any trees. Owner will post proper public notifications and no tree may be removed until Owner verifies that the public notification period is complete.
No trees greater than twenty-four (24) inches in diameter shall be removed.
Contractor shall coordinate with Owner Arborist and Engineer prior to tree removal.
Where trees are removed, stumps shall be ground twelve (12) inches below the existing grade. Voids shall be backfilled with native materials and mulch. All debris shall be removed from the work site and properly disposed.
Damages
Contractor shall make every effort to avoid damaging any Owner’s property, including roots, trunk, and canopy of Owner-maintained trees. Contractor shall be responsible for damages as follows:
a) Contractor shall provide restitution to Owner for any damaged trees beyond the root and canopy pruning required to complete construction (as specified by Owner Arborist). For trees destroyed, removed, or significantly damaged, restitution shall be calculated using the Cost Approach with the Reproduction Method with the Trunk Formula Technique as set forth in the “Guide for Plant Appraisal, 10th Edition Revised.” For trees with damage that can be repaired (below the levels of destroyed, removed, or significantly damaged), restitution shall be calculated using the Cost Approach with the Repair Method with the Direct Technique as set forth in the aforementioned Guide. Damage assessment and above calculations will be performed by Owner Arborist.
b) Contractor shall reimburse Owner for Owner’s expenses incurred in the related reparation work, consisting of, but not limited to, site inspections, corrective pruning, tree removal, and tree replacement.
Packet Page 270
2023 PAVEMENT REHABILITATION PROJECT – Page 61
Any damage done to adjacent concrete or other improvements due to the failure to sever roots at the limits of the repair shall be repaired at Contractor’s expense.
10.18-3 MEASUREMENT AND PAYMENT
Reserved, see SECTION 9. BID ITEM DESCRIPTION.
10.19 COLD PLANING (MILLING & KEYCUTS)
10.19-1 GENERAL
Summary
Cold planing shall comply with Subsection 39-3.04, “Cold Planing Asphalt Concrete Pavement,” of the Standard Specifications, and shall include all work necessary to remove existing asphalt and/or concrete pavement to a predetermined depth as indicated on the Plans. Limits of cold planing will be determined by Engineer prior to construction.
Work includes, but is not limited to, removal of existing pavement adjacent to gutters, cross gutters, ends of overlays, equipment crossings, railroad crossings, and bridge approaches. Existing pavement surface on roadways to be milled prior to pavement inlay shall be cold planed as specified herein. Existing conditions may differ from the Plans and shall be verified by Contractor.
Core locations on the Plans are estimated. Existing conditions may differ from the information specified in the boring logs as shown on the plans.
10.19-2 CONSTRUCTION
General
Work shall consist of preparing the existing street surfaces prior to the commencement of paving. Such work shall include removing raised pavement markers, removing all thermoplastic, removing all painted traffic markings and legends, controlling nuisance water, sweeping, watering, and removing loose and broken asphalt and foreign material; and spraying and removal of weed growth as specified in the Standard Specifications and these Special Provisions, and as directed by Engineer.
Any roadway area that contains existing weed growth shall be treated with an Environmental Protection Agency (E.P.A.) approved herbicide composed of glyphosate and oryzalin, combined and applied according to label directions. Contractor shall provide a record of the amount used for the project.
Prior to cold planing on streets to be milled, all utility covers shall be lowered such that the cutting teeth of the planing machine pass over the adjusted lid without causing damage to the lid or frame. Contractor shall be responsible for maintaining any temporary asphaltic fill material over these facilities until the final paving surface is installed.
Contractor shall coordinate with the affected utility company for lowering and adjustment.
Pavement Removal
Contractor shall perform removals as shown in the cold plane details included in the Project Plans. Remaining material around utility covers and at gutter lips shall be removed to the depth of the adjacent milled surface after completion of cold planing. If pavement Packet Page 271
2023 PAVEMENT REHABILITATION PROJECT – Page 62
against utility covers, gutter lips, or other features cannot be removed by the planing machine, Contractor shall use other means to remove this material.
Contractor shall be responsible for maintaining any temporary asphalt fill over lowered utilities. Contractor shall be responsible for clearly marking the location or to reference lowered utilities in case of emergency.
Cold planing shall be performed in such a manner to create clean vertical edges. Surface of pavement after planing shall be uniformly rough. Grade shall not deviate from a suitable straight edge of more than three-eighths (3/8) inch at any point. Milling may require more than one (1) inch removal of existing asphalt above gutter lips in addition to the required depth below the gutter lip due to prior overlays. Broken, damaged, or non-vertical edges shall be re-cut prior to paving.
Surface after planing shall be uniformly rough. There shall be no more than 0.02-foot difference between passes. From a string line, shall be 0.02 foot high to 0.04 foot low.
Low areas shall be filled with HMA at Contractor’s expense.
Maximum variation from string line or straight edge shall be 0.02 foot at any point. High points shall be re-ground. Low points shall be filled with HMA. Cost of fixing variation shall be at Contractor’s expense.
Water for cold milling shall be provided by Contractor and shall be considered integral to cold milling in terms of payment.
On intersections where the Plans call for cold milling and replacing the asphalt pavement, Contractor shall only remove what can be paved back during the same work period.
Contractor shall provide temporary striping, by means of tab markers or striping tape, on streets that have been milled. Temporary striping shall be continuously maintained until resurfacing work is performed. Contractor shall delineate lane lines, center lines, crosswalks, and other traffic striping legends.
Contractor shall excavate to a depth of 0.5 foot below depth required from milling. Limits will be defined by Engineer. Contractor shall fill with single lift of HMA, with static roll no vibratory compaction, and shall allow to bridge.
Contractor shall adjust the operation to minimize tear out of underlying layers. Changes in cold planing depth require approval of Engineer. Areas torn out by lack of diligence on Contractor’s part shall be corrected with HMA at the expense of Contractor. Areas torn out due to pre-existing adhesion problems will be corrected at Owner’s expense directed by Engineer.
On areas with wet, soft, or deflecting under wheel loads, Contractor shall use means that do not worsen the condition of the subgrade. Areas shall be proof rolled with a loaded construction vehicle ten (10) cubic yard dump truck or equivalent prior to placing asphalt.
Packet Page 272
2023 PAVEMENT REHABILITATION PROJECT – Page 63
Temporary Transitions
Contractor shall construct temporary pavement transitions at all cold-milled areas greater than one (1) inch prior to allowing traffic onto the cold-milled areas, including paving conforms, planed edges, cross gutters, and driveways over 0.15 foot before allowing traffic onto the paved surface. This includes both longitudinal and transverse directions. This also includes PCC facilities around corners from the beginning of curb return to the end of curb return, PCC cross gutters, and PCC spandrels.
Temporary pavement transitions shall have a slope of 20:1 or as approved by Engineer and be constructed on Kraft paper or other suitable bond breaker such that upon removal of the temporary pavement transition, a clean notch remains. Temporary transitions shall be constructed of hot mix.
Contractor shall continuously maintain the temporary pavement until the final paving.
Each temporary transition shall be inspected by Contractor and repaired as necessary to comply with these provisions at the end of each day, including weekends and holidays.
Failure to comply with these provisions will result in liquidated damages of $250 per day per transition and/or the cost of Owner crews making the repairs, if necessary, to correct for public safety.
Equipment
Machine used for planing shall comply with Subsection 39-3.04C, “Construction,” of the Standard Specifications, and shall have performed satisfactorily on similar work and shall meet the following requirements:
Planing machine shall be specially designed and built for planing of bituminous pavements, Portland Cement Concrete (PCC) patches, and asphalt concrete, without the addition of heat. It shall have the ability to plane PCC patches in the bituminous pavement or PCC pavements. Cutting drum shall be a minimum of thirty (30) inches wide and shall be equipped with carbide tip cutting teeth placed in a variable lacing pattern of forty-eight (48) inches to produce the desired finish.
Machine shall be capable of being operated at speeds of 0’ to 40’ feet per minute. It shall be self-propelled and have the capability of spraying water at the cutting drum to minimize dust. Machine shall be operated in a manner to not produce fumes or smoke. It shall be capable of removing the material next to the gutter of the pavement being reconditioned, and so designed that the operator thereof can at all times observe the planing operation without leaving the controls. Machine shall be adjustable as to slope and depth. It shall be equipped with sonic sensors for controlling the depth.
Contractor's attention is directed to Subsection 14-9.02, "Air Pollution Control,” of the Standard Specifications. Contractor shall provide appropriate dust control as necessary and as directed by Owner.
Removal and Disposal of Material
Cold planing shall not begin without a sweeper on site. During the planing operation, Contractor shall sweep the street with mechanical equipment and remove all loosened Packet Page 273
2023 PAVEMENT REHABILITATION PROJECT – Page 64
material from the work site until completion of the removal work. All materials removed shall be Contractor’s property and shall be removed and legally disposed of at Contractor’s expense. Contractor shall provide proof of legal disposal to Engineer.
Contractor shall take all necessary measures to avoid the dispersion of dust. Contractor shall notify Engineer for approval of swept surface prior to tack coat application, where tack coat is required.
Contractor shall perform daily sweeping and have a full-time sweeper available, including weekends and/or holidays.
All material removed, unless designated to be salvaged, shall become property of the Contractor and shall be disposed of outside City's right-of-way in accordance with Standard Specifications Section 17-2.03D, “Disposal of Materials.” Schedule
Pavement removals associated with bid items for “Remove & Replace HMA” of the various depths and 6” Deep Lift Stabilization shall be replaced the same day.
For streets to be overlayed, the final HMA surface course shall be placed within five (5) working days after milling of keycuts commences.
All traffic lanes must be open to traffic outside of working hours unless approved by Engineer.
Failure to comply with these provisions shall subject the Contractor to $500 per street per calendar day in liquidated damages. Multiple occurrences of liquidated damages per calendar day are not restricted.
10.19-3 MEASUREMENT AND PAYMENT
Reserved, see SECTION 9. BID ITEM DESCRIPTION.
10.20 HOT MIX ASPHALT (HMA)
10.20-1 GENERAL
Summary
Work to be performed under Hot Mix Asphalt (HMA) includes all labor, materials, tools, equipment, transportation, and incidentals necessary to produce and place hot mix asphalt (HMA) base, intermediate, and surface courses, and speed tables using the Method Process as indicated in these Special Provisions. Contractor shall comply with Section 39, “Hot Mix Asphalt,” of the 2010 Standard Specification (Unrevised Edition) except as modified in these Special Provisions.
Packet Page 274
2023 PAVEMENT REHABILITATION PROJECT – Page 65
Submittals
Contractor shall submit Job Mix Formula (JMF) information on Form CEM-3511 and Form CEM-3512. Contractor shall submit CEM-3513 or CEM-3514 for mixes that have been verified within the last twelve (12) months. Contractor shall provide the most recent CEM3513 if mix has not been verified within the last twelve (12) months. For unverified mixes or out of date mix tests, final acceptance will be based on production startup tests and Contractor shall be paving at their own risk.
Contractor shall submit a Quality Control Plan that conforms to the current Caltrans Quality Control Plan Review Checklist for Hot Mix Asphalt. Contractor shall allow twenty (20) calendar days for review by Engineer.
Contractor shall submit all quality control field test results daily and laboratory test results within five (5) calendar days of sampling.
10.20-2 MATERIALS
Mix Properties
Mix voids shall be targeted at 3.5%. The allowable production range for mix voids shall be 2.0% to 5.0%.
Tensile Strength Ratio (TSR) shall be minimum 70 in accordance with CTM 371. If TSR results are not available, 1/2 percent liquid antistrip shall be added, no warm mix technologies allowed.
Asphalt Binder
Grade of asphalt binder mixed with aggregate for HMA (Type A) shall be as follows:
Base Courses: PG 64-10
Intermediate Courses: PG 64-10
Surface Courses: PG 64-10
Leveling Courses: PG 64-10
HMA Dikes: PG 76-22 PM
Aggregate
Hot mix asphalt to be used shall be as follows unless modified by the Plans, these Special Provisions, or by Engineer:
Intermediate Courses: 1/2-inch, Type A
Surface Courses: 1/2-inch, Type A
Leveling Courses: 3/8-inch, Type A
HMA Dikes: 3/8-inch, Type A
Packet Page 275
2023 PAVEMENT REHABILITATION PROJECT – Page 66
Delivery Tickets
Material delivery tickets shall be submitted daily. Each delivery ticket shall include information on the material type, binder type, oil content, and the mix design number.
Material delivered to the work site without such annotations will be subject to rejection.
10.20-3 CONSTRUCTION
General
Paving shall be performed so no longitudinal paving joints remain at the end of each day’s paving operation.
Surface Preparation
Work shall consist of preparing existing street surfaces prior to the commencement of paving. Such work shall include removing raised pavement markers, removing thermoplastic traffic markings and legends, controlling nuisance water, sweeping, watering, and removing loose and broken pavement and foreign material as specified in the Standard Specifications, these Special Provisions, and as directed by Engineer.
All vertical edges to be paved against shall be tack coated. These include, but are not limited to, curb faces, gutter lips, swale edges, cross gutter edges, and pavement edges.
Tack coat shall be utilized and shall be either emulsified asphalt Grade RS-1, RS-1h, SS1, or SS-1h conforming to Section 94, “Asphaltic Emulsions,” or paving grade asphalt conforming to Section 92, “Asphalt Binder.” For leveling, base, intermediate, and surface courses, the asphalt tack coat shall be placed with a calibrated distributor truck per Subsection 93-1.03C of the Standard Specifications, unless otherwise specified by Engineer. Application temperature of the asphalt emulsion shall be 300°F minimum and 375°F maximum.
Cracks shall be sealed prior to placing HMA. All cold joints, both longitudinal and transverse, shall be heated with a torch immediately prior to paving. Cold joints include previous passes placed more than three (3) hours prior. All cold joints shall be tack coated. Rolling shall be performed as indicated in the Standard Specifications, and these Special Provisions.
Leveling, Transitions, and Hot Mix Asphalt (HMA) Fills
A leveling course of variable thickness shall be placed and compacted prior to placing the surface course at locations where directed by the Engineer. Leveling course shall be used to correct pavement irregularities such as rutting, variable cross slope, or variable longitudinal slope. Where two overlays of different thickness abut at a longitudinal joint, Contractor shall add to the thinner section to match the thicker lift and provide a smooth transition and uniform cross-fall. Cold planing ridges or other rises in the pavement surface may be required by Engineer. Engineer will determine the exact limits and thickness of the leveling courses, hot mix asphalt fills, and transitions.
Contractor shall construct temporary pavement transitions at all transverse paving joints greater than one (1) inch prior to allowing traffic onto the paved surface. Temporary pavement transitions shall have a maximum slope of 20:1 or as approved by Engineer Packet Page 276
2023 PAVEMENT REHABILITATION PROJECT – Page 67
and be constructed on Kraft paper or other suitable bond breaker such that upon removal of the temporary pavement transition, a clean notch remains. Temporary transitions shall be constructed of either cold mix or hot mix. Temporary transitions shall be required at driveways where drop off is more than one (1) inch.
Contractor shall continuously maintain the temporary pavement until final paving. Each temporary transition shall be inspected by Contractor and repaired as necessary to comply with these provisions at the end of each day, including weekends and holidays.
Failure to comply with these provisions will result in a liquidated damage of $250 per day per transition and/or the cost of City crews making the repairs if necessary to correct for public safety.
Layout
Contractor shall layout and mark the location of the edges of the paving passes of the surface course to match the new layout of the lane lines. Layout shall be made at least twenty-four (24) hours prior to paving. Layout will be approved by Engineer prior to paving.
If the striping is to remain unchanged, edges of the paving passes shall conform to existing lane edges.
In all cases where practical, each lane shall be paved in a single pass. In tapered transition areas, shoulder areas shall be paved first, then the through lane shall be paved immediately after the shoulder paving.
For paving that incorporates new quarter points or grade breaks due to keycuts or other conditions, Contractor shall provide equipment capable of adjusting to the new surface profile at the appropriate locations. Profile adjustments shall be within twelve (12) inches of the actual grade break or quarter point.
Contractor shall take sufficient measurements during laydown to ensure that the full design hot mix asphalt layer depth is provided at each quarter point, grade break., or transition. Failure to provide the design depth at these areas will result in rejection of the work. Correction of this rejected work shall include milling out the new hot mix asphalt from the road edge to the centerline or nearest inside lane line and repaving. Minimum length of the milled and corrected area shall be fifty (50) feet.
Tolerances
Finished HMA surface shall be flush with, to 1/4 inch (0.02 feet or 6 mm) above, the gutter lips. Finished pavement surface shall not be lower than the gutter lips.
Average pavement thickness shall be equal to the specified thickness for the project.
For total pavement thicknesses of less than four (4) inches, the minimum allowable thickness will be 1/4 inch less than that specified.
For total pavement thicknesses of four (4) inches or more, the minimum allowable Automatic Screed Control
For all mainline street or roadway paving with single lane lengths exceeding three Packet Page 277
2023 PAVEMENT REHABILITATION PROJECT – Page 68
hundred (300) feet, automatic screed controls shall be required. Automatic screed controls shall not be required for paving of parking lots, intersections, cul-de-sacs, alleyways, or other irregular areas.
In addition to the requirements in Subsection 39-1.10 and 39-1.11 of the Standard Specifications, HMA shall be placed with spreading equipment equipped with fully automatic screed and grade sensing controls that shall control the longitudinal grade of the screed. Automatic controls shall conform to and be operated in accordance with the provisions herein.
Unless approved otherwise, ski-type devices with a minimum length of thirty (30) feet shall be used to provide a reference for the grade sensor. Skis shall be constructed and installed in such a manner that a reference to the average elevation of the existing pavement, along the length of the ski, is maintained at the sensor point. When placing surfacing adjacent to surfacing previously placed in conformance with these provisions, a joint matching shoe of adequate size and type to properly sense the grade of the previously placed mat may be used in lieu of 30-foot ski.
Ski shall be mounted at a location that shall provide an accurate reference for the surfacing being placed. This may require the ski to be mounted ahead of and inside the outer limits of the screed. Automatic cross-slope control may be accomplished by use of a ski and grade sensor on each side of the paving machine.
Automatic screed controls shall be installed in such a manner that the occasional manual adjustments necessary to maintain the attitude of the screed parallel to the underlying pavement are readily accomplished. Automatic screed controls shall be installed so that with little or no delay, use of the automatic controls can be discontinued, and the screed controlled by manual methods.
Should the automatic screed controls fail to operate properly during any day’s work, Contractor may manually control the spreading equipment for the remainder of that day, provided the quality of the work conforms to the requirements of Sections 39-1.11 and 39-1.12 of the 2010 Standard Specifications (Unrevised). Should the methods and equipment used for automatic control fail to result in the quality of work required by said Sections 39-1.11 and 39-1.12, the paving operations will be temporarily discontinued, and Contractor shall make the necessary changes to the equipment, or furnish other equipment conforming to the requirements herein, before paving is resumed.
If it is determined by Engineer that the existing grade and cross slope are too irregular for the automatic controls to provide the quality of work required, use of the automatic controls will be discontinued, and spreading equipment shall be adjusted by manual methods. Use of automatic controls shall resume when Engineer has determined that it is again practical and so orders.
Rolling and Compaction
Rolling and compaction shall be performed as indicated in the Standard Specifications.
Roller water shall contain a soap type compound to prevent sticking of HMA material to the rollers. Soap type compound shall not damage HMA or impede the bonding of layers.
Packet Page 278
2023 PAVEMENT REHABILITATION PROJECT – Page 69
Breakdown rolling shall commence when HMA is placed. Rolling shall be accomplished with the drive wheel forward and with the advance and return passes in the same line.
Number of rollers required for each paving operation shall be such that all rolling for density can be completed before the temperature of hot mix asphalt mixture drops below 140°F.
For leveling courses, breakdown rolling shall consist of three (3) coverages with an eight (8) to twelve (12)-ton pneumatic roller followed by a finishing coverage with a steel wheel roller. Rolling may begin with a single pass of a steel wheel roller until the pneumatic has sufficient opportunity to warm up to avoid tracking and picking up material from the mat.
Pneumatic roller tires shall be treated with a non-petroleum-based product to prevent pickup. Failure to successfully provide for breakdown rolling with the pneumatic roller after a reasonable warm up time will be cause for termination of paving activities until Contractor can provide equipment that shall perform without pickup.
Contractor shall have hand-compaction equipment immediately available for compacting all areas inaccessible to rollers. Hand-compaction shall be performed concurrently with breakdown rolling. If for any reason hand-compaction falls behind breakdown rolling, further placement of hot mix asphalt shall be suspended until hand-compaction is caught up. Hand-compaction includes vibraplates and hand tampers. Hand torches shall be available for rework of areas that have cooled.
After compaction, surface texture of all hand work areas shall match the surface texture of the machine placed mat. Any coarse or segregated areas shall be corrected immediately upon discovery. Failure to immediately address these areas shall cause suspension of HMA placement until the areas are satisfactorily addressed, unless otherwise allowed by Engineer.
Contractor Quality Control
HMA will be verified by Engineer prior to placement on work site. If agreed to by Contractor and Engineer, the production start-up may be used for verification. If the production start-up is used for verification, Engineer may require removal and replacement of the HMA, at their discretion, in the event of verification failure.
Contractor shall have a Quality Control Inspector present with a nuclear gauge actively monitoring compaction throughout the shift for all paving operations where compaction is an acceptance criterion. Quality Control Inspector shall be devoted to that purpose and shall not have another role on the paving crew.
Contractor quality control testing is required. However, if Contractor fails to submit quality control results to Engineer within seventy-two (72) hours of HMA placement, Contractor waves all rights to dispute Engineer’s results. In the event of asphalt binder or Hamburg wheel track testing by Engineer, Contractor has five (5) days to submit their test results from the time Engineer informs Contractor that he is performing testing or Contractor waves the right to dispute Engineer’s results.
Engineer will test for conformance with aggregate quality characteristics at the beginning of the project.
Packet Page 279
2023 PAVEMENT REHABILITATION PROJECT – Page 70
Engineer will test air void content, Hveem stability, and Voids in Mineral Aggregate (VMA) a minimum of once per day. Engineer may sample the HMA from truck beds at the plant, from the hopper of the spreading machine, or from the completed mat at the discretion of Engineer. Contractor shall facilitate the sampling process.
Engineer may sample HMA from truck beds at the plant, from the hopper of the paving machine, and/or from the mat behind the paver at the discretion of Engineer. Contractor shall facilitate the sampling process.
Engineer’s Acceptance
10.20-3I(1) General
Owner shall be notified forty-eight (48) hours prior to scheduling pavement placement so that Quality Assurance personnel can be scheduled.
10.20-3I(2) Materials Acceptance
Engineer will monitor Contractor’s work for conformance to these Standard Provisions. In addition, Engineer will collect HMA samples and verify the mix.
Engineer may withhold acceptance in the event of any failing test result until Contractor has addressed the failing material to Engineer’s satisfaction.
10.20-3I(3) Compaction Acceptance
Sublots to determine compaction testing shall be based on the following:
• Each 750 tons, or part thereof, placed on an individual street in a paving day. If over 750 tons are placed in a single paving day on an individual street, up to 150 tons over 750 tons can be moved in to the previous 750- ton sublot.
• If multiple streets are paved in a day, each street shall be considered its own sublot with multiple sublots on streets where greater than 750 tons are placed.
Density testing shall be required on all layers that are at least 1.75 inches in thickness unless Engineer determines area is not suitable for traditional compaction methods.
In-place density shall be between 92.0% and 97.0% of maximum theoretical specific (RICE) gravity using a nuclear gauge. At Engineer’s discretion, compaction testing may be performed using a nuclear gauge. Gauge compaction testing shall be performed in accordance with CTM 375. Final compaction shall be based on the average nuclear gauge results for the sublot. The nuclear gauge shall be core correlated the first day of paving using as many cores as Engineer deems appropriate.
If nuclear gauge compaction testing results are failing, Contractor can request coring to verify the results. Three (3) cores will be sampled for each sublot and the average of the three cores for each sublot will determine density. Core locations will be determined using random sampling charts in CTM 375. Engineer will mark the core locations.
Packet Page 280
2023 PAVEMENT REHABILITATION PROJECT – Page 71
Cores may be taken up to five (5) calendar days after placement and may be four (4) or six (6) inches in diameter. Engineer will provide results within three (3) working days of receiving the cores.
Passing cores will be paid for by Owner. Failing cores shall be paid for by Contractor. If core density produces both passing and failing cores, cost will be prorated between Contractor and Owner.
For the percent of maximum theoretical density, the following table shall apply to deductions for average compaction of a sublot:
Reduced Payment Factors for Percent of Maximum
Theoretical Density
HMA Type A
Percent of
Maximum
Theoretical
Density
Reduced
Payment Factor
HMA Type A
Percent of
Maximum
Theoretical
Density
Reduced
Payment Factor
92.0 0.0000 97.0 0.0000
91.9 0.0125 97.1 0.0125
91.8 0.0250 97.2 0.0250
91.7 0.0375 97.3 0.0375
91.6 0.0500 97.4 0.0500
91.5 0.0625 97.5 0.0625
91.4 0.0750 97.6 0.0750
91.3 0.0875 97.7 0.0875
91.2 0.1000 97.8 0.1000
91.1 0.1125 97.9 0.1125
91.0 0.1250 98.0 0.1250
90.9 0.1375 98.1 0.1375
90.8 0.1500 98.2 0.1500
90.7 0.1625 98.3 0.1625
90.6 0.1750 98.4 0.1750
90.5 0.1875 98.5 0.1875
90.4 0.2000 98.6 0.2000
90.3 0.2125 98.7 0.2125
90.2 0.2250 98.8 0.2250
90.1 0.2375 98.9 0.2375
90.0 0.2500 99.0 0.2500
< 90.0 Remove and
Replace > 99.0
Remove and
Replace
10.20-4 MEASUREMENTS AND PAYMENT
Reserved, see SECTION 9. BID ITEM DESCRIPTION.
Packet Page 281
2023 PAVEMENT REHABILITATION PROJECT – Page 72
10.21 REMOVE AND REPLACE HOT MIX ASPHALT (HMA)
10.21-1 GENERAL
Summary
Work for Remove and Replace, or digouts, consists of removing pavement, concrete, base, and native material, if necessary, to the specified depth shown on the Plans by cold planing and replacing the void with hot mix asphalt (HMA). Digouts shall be constructed as indicated on the Plans and immediately after cold planing operations so that the HMA leveling (base course) can be placed on the milled surface in the same shift.
HMA materials, placement, compaction, Quality Control, and Engineer’s Acceptance Criteria shall comply with Section 00Reserved, see SECTION 9. BID ITEM DESCRIPTION.
HOT MIX ASPHALT (HMA).
If Remove and Replace areas shown on the Bid Schedule include a greater than normal increase allowance (Bump) versus areas shown on the Plans, only increase areas approved by Engineer will be measured for payment.
Cold planing shall conform to these Special Provisions.
10.21-2 MATERIALS
General
Hot mix asphalt (HMA) for base course and surface course for pavement replacement and digouts shall conform to these Special Provisions.
10.21-3 CONSTRUCTION
General
Contractor shall provide five (5) days-notice prior to remove and replace operations so areas for Remove and Replace may be properly marked out.
Engineer shall mark the locations of each digout based on the Plans and observations.
Contractor shall accompany Engineer during markings of the digouts/base repair areas and the marked, measured and agreed on areas will constitute the final pay quantity.
After completion of the milling operations, the HMA within the marked digout/base repair areas shall be removed to a uniform depth as specified on the Plans. Area edges shall be removed by saw cutting or by vertical grind. Any removed material shall be removed from the work site and disposed of in a legal manner.
Excavated areas shall be graded as shown on the Plans as necessary to provide a uniform pavement thickness. Aggregate Base or native soil shall be compacted to 95% relative compaction at, or above optimum moisture as determined by Cal Test 216 and 231. All segregated or loose material shall be removed.
In areas where the underlying material appears to be wet or soft, or where it deflects under wheel loads, Contractor shall employ excavation and grading techniques that do not worsen the subgrade condition.
Packet Page 282
2023 PAVEMENT REHABILITATION PROJECT – Page 73
Prior to placing aggregate base or HMA, each pavement replacement area shall be proof rolled with a loaded construction vehicle, preferably a ten (10) cubic yard dump truck or equivalent. Compacted surface shall not visibly yield or deflect. Soft, yielding, unstable, or unsuitable areas shall be removed and replaced with base rock or HMA. If the areas were caused or significantly worsened by Contractor’s operations, these areas shall be replaced at Contractor’s expense.
Pavement shall be removed to a uniform depth and shall be removed by cold planing or full depth saw cutting and mechanical removal. Saw cutting is not necessary if removal is accomplished by cold planing. Broken or damaged edges shall be re-cut prior to paving.
All removed material shall be cleared from the work site.
All vertical edges of existing pavement or concrete shall receive a tack coat immediately prior to paving. Additional tack may be necessary between courses. No prime coat shall be required. A tack coat between layers shall be required if not paved on the same day or if the surface has been contaminated or soiled. Any contamination or soiling shall be thoroughly cleaned, and a tack coat placed between layers immediately prior to paving, Care shall be taken to ensure compaction of the inside corners of the first lift. Ramping shall not be allowed on the course placed immediately prior to the surface course.
A minimum of two (2) lifts shall be used for each replacement area or digout with a depth greater than 3 inches. The surface course shall be 1-1/2 inches minimum thickness. No single base or intermediate course may exceed three (3) inches unless shown otherwise in the Project Plans or with prior approval from the Engineer.
Repaired areas shall conform to the level of the surrounding pavement so that no elevation variation is evident. Surface shall have a maximum variation from high to low of
0.01 feet maximum when measured with a 12-foot level. Variation at the edges shall not exceed 0.01 feet maximum. When matching existing pavement, the finished surface shall not inhibit drainage. Upslope edge of the digout or replacement shall be 0.00 feet high to
0.01 feet low. On the downslope edge of the digout or replacement, finished surface shall be 0.01 feet high to 0.00 feet low. Any resulting variations shall be corrected to the satisfaction of the Engineer.
Remove only what can be replaced during the same work period. Materials removed using cold planing or other methods shall become the property of Contractor and shall be disposed of in accordance with local rules and regulations. Contractor shall provide proof of legal disposal upon request by Engineer.
Surface finish of Remove and Replace areas shall be free of ruts, humps, depressions, irregularities, rock pockets, excessive coarse aggregate, and roller marks. Any ridges, indentations, or other objectional marks left on the surface of the HMA shall be eliminated by rolling or other means. Use of equipment that leaves objectional marks shall be discontinued. Areas of rough or coarse surface texture shall be reworked with heat, and HMA fines shall be placed immediately after identified.
Packet Page 283
2023 PAVEMENT REHABILITATION PROJECT – Page 74
Unsuitable Material
On areas with wet, soft, or deflecting under wheel loads, Contractor shall use means that do not worsen the condition of the subgrade. Area to be proof rolled with a loaded construction vehicle ten (10) cubic yard dump truck or equivalent prior to placing asphalt.
Unsuitable material is defined as material the Engineer determines to be:
1. Of such unstable nature as to be incapable of being compacted to specified density using ordinary methods at optimum moisture content, or
2. Too wet to be properly compacted and circumstances prevent in-place drying
3. Otherwise unsuitable for the planned use.
In the event that the underlying material is unsuitable, it shall be excavated to the depth of six (6) inches below the initial digout/base repair depth required above and disposed of in accordance with these Special Provisions. Limits of removal will be designated by Engineer. Resulting space shall be filled with a single lift of HMA.
10.21-4 MEASUREMENT & PAYMENT
Reserved, see SECTION 9. BID ITEM DESCRIPTION.
10.22 ASPHALT TACK COAT
10.22-1 GENERAL
Summary
Work to be performed under this section shall comply with Subsection 39-2.01B(10) and shall cover all labor, materials, tools, equipment, and incidentals necessary to furnish and apply complete in-place tack coat in conjunction with the HMA placement and other asphalt paving work.
Submittals
Contractor shall submit Tack Coat Certificate of Compliance. Submittals for imported material shall be submitted to Engineer seven (7) days prior to schedule use.
10.22-2 MATERIALS
General
Tack coat shall be emulsified asphalt of Grades RS-1, RS-2, SS-1, or SS-1H complying with Section 94, ‘Asphaltic Emulsions’ or paving grade asphalt conforming to section 92, “Asphalts,” of the Standard Specifications.
A Certificate of compliance shall be submitted prior to construction.
10.22-3 CONSTRUCTION
General
Tack coat shall not be applied until the preparation of the existing surface has been completed, and then only so far in advance of placing the HMA overlay as permitted by Engineer. Preparation of the surface shall be performed as described in these Special Packet Page 284
2023 PAVEMENT REHABILITATION PROJECT – Page 75
Provisions. No tack coat shall be left exposed overnight. Immediately in advance of placing the HMA overlay, additional tack coat shall be applied, as directed by Engineer, to areas where the tack coat has been destroyed or otherwise rendered ineffective, and no additional compensation will be allowed for such work.
Existing concrete curb faces and adjacent concrete shall be protected against discoloration from the asphalt. Residue shall be removed by sandblasting, power washing, or a similar technique to the extent required by Engineer. Engineer will determine if the pavement is sufficiently dry for the application of tack coat. Tack coat shall not be applied when the temperature of the surface to be tacked is below 40°F in the shade.
Tack coat shall be applied as specified in Subsection 39-2.01C(3)(f), “Tack Coat,” of the Standard Specifications. Tack coat shall be applied to all vertical edges, including curb faces and gutter lips, after every lift of asphalt. Vertical edges shall be tack coated by hand wand or manually by brush. Tack coat application shall not extend above the level of the finished surface by more than one (1) inch. Gutter pans, curb faces, and any concrete surfaces that are not to be tack-coated shall be protected by shields or other methods from spray or splash. Any tack coat more than one (1) inch above the paving surface shall be removed by power washing or other means approved by Engineer.
Contractor shall be responsible for cleaning tack coat tracked onto decorative concrete crosswalks or thermoplastic legends and crossbars within the Project limits and along truck haul routes used by Contractor or Subcontractors. Haul routes shall be inspected by Owner and Contractor prior to initiating work to photographically establish the existing conditions. Within ten (10) calendar days of completion of final paving, Owner and Contractor shall reinspect the haul routes to determine the extent and locations of required cleaning. Cleaning shall be performed within ten (10) calendar days after Owner delivers a written copy of the locations of required cleaning.
10.22-4 MEASUREMENT AND PAYMENT
No separate payment will be made for work or other features as required and outlined in this Section, "Asphalt Tack Coat." Full compensation for such work and features will be considered included in the price bid for hot mix asphalt (HMA) bid items (e.g., RHMA, digouts), and no additional compensation will be allowed, therefor. Such payment shall be considered full compensation for furnishing and maintaining all materials, labor, equipment, and all incidentals necessary to complete the work in accordance with Standard Specifications and these Special Provisions.
Packet Page 285
2023 PAVEMENT REHABILITATION PROJECT – Page 76
10.23 LOWERING AND ADJUSTING OF UTILITY COVERS
10.23-1 GENERAL
Summary
Utility covers shall be adjusted to finish grade, including manhole frames and grates; water valves; survey monument covers; monitoring well covers; miscellaneous utility boxes, and water meter boxes, and shall comply with Subsection 71-5.03B, “Frames, Covers, Grates, and Manholes,” of the Standard Specifications. On roadways to be milled, facilities shall be lowered prior to cold planing and adjusted to finish grade after completion of the resurfacing work. Adjusting water valves shall include a water valve cover, valve box, and eight (8)-inch riser.
Contractor shall coordinate with the respective owner of the utility to place the required materials prior to adjustment and after work is completed. Contractor shall be responsible for obtaining and purchasing all permits that pertain to lowering and adjusting existing utilities within the limits of work of the appropriate governing jurisdiction.
Frames and covers must be lowered to a sufficient depth so that cold planing equipment shall pass over the top without damaging it. Utility depressions shall be temporarily filled with HMA (or other approved materials) after lowering or cut back before opening lanes to traffic. Care shall be taken to keep frames and covers clean. Any material that adheres to the frames and covers shall be removed. When frames and covers cannot be lowered prior to cold planing, cold planing equipment shall “pick up” and “set down” on either side of the covers. Non-milled asphalt pavement around the lid or cover shall be removed by other means to the specified depth shown on the Plans.
Contractor shall contact Owner at least forty-eight (48) hours prior to adjustment and after work is completed and report via the Project document management software system.
Contractor shall mark, as approved by Engineer, and completely protect with heavy plastic or other suitable material, as approved by Engineer, all utility covers or other items that are visible on the surface and shall be covered by Contractor’s operations. This shall be completed prior to the start of that operation and approved by Engineer.
All work shall conform to the application provisions of the Standard Specifications, these Special Provisions, the Plans and Typical Sections, Owner’s Standards, and as directed by Engineer.
10.23-2 MATERIALS
General
Concrete mix used for replacement of concrete utility collars, or around manholes, survey monuments, and other utility covers with collars shall be Type II or Type V.
Salvaged materials that are undamaged may be reinstalled as directed by Engineer.
HMA shall be used to pave back around the utilities after concrete has cured.
Cast-in-place or precast concrete and brick or vitrified clay pipe shall be replaced in kind Packet Page 286
2023 PAVEMENT REHABILITATION PROJECT – Page 77
unless otherwise permitted by Owner of the facility.
10.23-3 CONSTRUCTION
General
Contractor shall properly locate and tie off existing facilities to be lowered in advance of paving operations. Reference points of at least two points shall be provided on the face or top of curb, showing distance to utility that is to be lowered or adjusted and utility type.
Care shall be taken to keep frames and covers clean. The Contractor shall completely protect with heavy plastic or other suitable material all utility covers or other items that are visible on the surface and will be covered by his operations. This shall be completed prior to the start of operations and approved by the Engineer. Any materials that adhere to the frames and covers shall be removed.
Dirt, rocks, and debris shall not be permitted to enter sewer or storm drain lines.
Temporary covers shall be placed to prevent entry of material into manhole, sewer, and storm drainpipes. Existing facilities (boxes, lids, frames, and covers) found in damaged condition must be reported to Engineer before disturbing. Existing facilities found in damaged condition shall be replaced by Contractor with materials furnished by Owner.
Contractor shall notify utility owners at least ten (10) days in advance of the need to commence work required prior to paving operations and again for work required after paving operations. Facilities damaged by Contractor shall be replaced at their expense.
Cones with Caution tape must be used when working on utilities, specifically when they are left exposed to traffic.
Lowering
Lower frames and covers of existing facilities before cold planning to sufficient depth so that cold planing equipment passes safely over the top of the lowered frame and cover without damaging it. Temporarily fill utility depression with hot-mix asphalt, before opening the lanes to public traffic.
Where frames and covers cannot be lowered prior to cold planning, cold planer equipment shall “pick-up” and “set-down” on either side of the covers. Non-milled asphalt pavement around lid or cover shall be removed by other means to the specified depth. Lids and covers shall then be protected utilizing the following alternatives:
1. Ramp section (cut-back) around frame and cover and paint white.
2. Place lighted Portable Barricade over frame and cover (only allowed if outside of traffic lane and if approved by the Engineer).
Tolerances
The concrete around these adjusted facilities in the roadway shall be brought up to 1-1/2” below the finished pavement elevation. After concrete has been placed and cured, 3/8” HMA (Type A) shall be used to raise the final surface adjacent to the adjusted utility covers to match the finished pavement elevation.
Packet Page 287
2023 PAVEMENT REHABILITATION PROJECT – Page 78
The surface of the adjusted facilities shall be true to the new pavement surface to within a 1/8-inch deviation. This tolerance shall apply in a single direction only, either up or down. In addition, the adjusted facility shall not vary to the high tolerance on one side and the low tolerance on the other (i.e. the total aggregate tolerance on both sides shall be limited to the 1/8-inch variation). This variation shall apply to the adjacent patch paving around the facility such that neither the paving nor facility vary by more than the stated tolerances.
The adjusted facilities in the sidewalk shall be flush with adjacent surface.
Schedule
All facilities shall be adjusted to finish grade within 72 hours after the placement of the final surface paving on each individual street segment. If several lifts of pavement are to be placed, the facilities shall be raised if the paving operation ceases for more than 72 hours, or as approved by the Engineer.
Survey Monuments
Where new survey monument boxes and covers are required, Contractor shall perform installation without disturbing the location of the monument. If the monument is disturbed, Contractor shall be responsible for establishing it as a monument in accordance with State laws. Work for placement of the box and cover over an existing monument shall include removal and replacement of the HMA around the monument.
Electrical Vaults
Prior to construction, the Contractor shall coordinate with PG&E regarding the electrical vault frame and covers requiring adjustment to finish grade after placement of the final HMA Surface Course.
10.23-4 MEASUREMENT AND PAYMENT
Reserved, see SECTION 9. BID ITEM DESCRIPTION.
10.24 AGGREGATE BASE
10.24-1 GENERAL
Summary
Aggregate base shall conform to the provisions in Subsection 26-1.02B “Class 2 Aggregate Base,” of the Standard Specifications and these Special Provisions. Coarse aggregate (material retained on the No. 4 sieve) shall consist of material of that at least twenty-five percent (25%) by weight shall be crushed particles as determined by California Test 205.
10.24-2 CONSTRUCTION
General
Grading shall comply with the requirements of Section 19, “Earthwork,” of the Standard Specifications. During any grading operations, Contractor is specifically directed to Packet Page 288
2023 PAVEMENT REHABILITATION PROJECT – Page 79
Subsection 5-1-36, “Property and Facility Preservation.” Contractor shall protect items, facilities, or improvements, as necessary, in order to avoid causing damage.
The existing subgrade material below the new aggregate base shall be ripped, scarified, moisture conditioned to optimum moisture content, and compacted to a minimum of ninety-five percent (95%) relative compaction.
Construction of the new aggregate base shall conform to Section 26, “Aggregate Bases,” of the Standard Specifications. Constructed thickness of the aggregate base layer shall be not less than the design thickness minus of 1/2 inch.
10.24-3 MEASUREMENT AND PAYMENT
Measurement and Payment for Aggregate Base materials, work, other features, and conforming to the requirements of this section will be considered as included in the prices paid for the various contract items of work involved and no additional compensation will be allowed, therefor.
10.25 MISCELLANEOUS CONCRETE
10.25-1 GENERAL
Summary
Existing and new concrete facilities including curbs, curb and gutters, sidewalks, curb ramps, valley gutters, medians, catch basins, and spandrels, shall be removed and replaced or reconstructed at the locations indicated on the Plans or as directed by Engineer. Contractor shall hire a Licensed Land Surveyor to provide grades for construction of all Portland Cement Concrete (PCC) elements as needed.
Submittals
The Contractor shall provide the following submittals:
1. Concrete mix design formulas for General Concrete and Heavy Vehicular Facilities.
2. Installation certification from a truncated dome manufacturer stating that the Contractor and Personnel are certified as truncated dome installers.
Submittals for imported material shall be submitted to Engineer seven (7) days prior to the scheduled use.
QUALITY CONTROL/ACCEPTANCE TESTING
Field testing shall include testing for concrete slump per ASTM C-143 and compressive strength (C39). Such testing shall be at a frequency determined by Engineer and will be performed by Owner’s laboratory at Owner’s expense. Contractor shall furnish the concrete necessary for casting test cylinders.
10.25-2 MATERIALS
General
PCC material shall be Type II or Type V Portland Cement conforming to ASTM C150 and Packet Page 289
2023 PAVEMENT REHABILITATION PROJECT – Page 80
the optional requirements of ASTM C150, Table 2 for maximum equivalent alkalis (Na2O + 0.658K2O) of 0.60 percent. Type III Portland Cement conforming to ASTM C150 and the optional requirements of ASTM C150, Table 2 for maximum equivalent alkalis (Na2O + 0.658K2O) of 0.60 percent may be used when approved by Engineer.
Concrete Mix Design
10.25-2B(1) General
Contractor shall furnish a concrete mix design to Engineer at least ten (10) working days prior to the start of the work, based on the following guidelines:
General concrete facilities including curb, gutter, sidewalk, access ramps, residential driveways, stamped median, etc. shall meet the following requirements:
Compressive Strength: 3000 psi @ 28 days
Polypropylene Fiber Reinforcement: 1.5 lbs/cy (0.01% by volume) 3/4 inch minimum length
Maximum Slump: five (5) inches
Heavy Vehicular Facilities including valley gutters, spandrels, swales, commercial driveways, and alley entrances shall meet the following requirements:
Compressive Strength: 2000 psi @ 3 days
4000 psi @ 28 days
Polypropylene Fiber Reinforcement: 3 lbs/cy (0.02% by volume) 1-1/2 inch minimum length
Maximum Slump: four (4) inches
Contractor shall be responsible for all costs associated with the required mix design.
DETECTABLE WARNING SURFACES
All curb ramps shall have a detectable warning surface. Detectable warning surface shall be in the form of tiles manufactured from a fiberglass reinforced ultraviolet stabilized polymer composite. Tiles shall be wet-set cast-in-place. Detectable warning surface tiles shall conform to the requirement established by the Department of General Services, Division of State Architect and incorporate an in-line pattern of truncated domes measuring nominal 0.20 inch in height, 0.90-inch base diameter, and 0.45-inch top diameter and spaced 2.35 inches center-to-center as measured side by side. Field area shall consist of a high density, pyramid micro textured of raised points 0.05 inch high. Detectable warning surface tiles shall be Armor-Tile or approved equal. Detectable warning surface tiles color shall be homogeneous throughout the tile. Color of the detectable warning surface shall be “Federal Yellow” per Caltrans Standards, unless specified by Owner.
Packet Page 290
2023 PAVEMENT REHABILITATION PROJECT – Page 81
Installation of surface applied detectable warning surface shall not be allowed unless approved by Owner.
Detectable warning surface tiles shall be configured such that the required area is covered by no more than two (2) tiles to conform to the dimensions as shown on the Plans, and as directed by Engineer. If multiple detectable warning surface tiles are used, joint shall be joined in the curb ramp or as approved by Engineer.
Detectable warning surface tiles shall conform to the following ASTM specifications:
ASTM D 695 Compressive Strength Not less than 25,000 psi ASTM D 790 Flexural Strength Not less than 30,000 psi
ASTM D 570 Water Absorption 0.05%
ASTM C 1028 Slip Resistance 0.8 wet/dry
ASTM E Flame Spread Index ≤25
ASTM B 117 Salt Spray No Change (300 hours)
ASTM 1308 Chemical Stain No Effect
ASTM C 501 Abrasion Resistance Lw>500
ASTM G 155 Accelerated Weathering Delta E<5 (2,000 hours) ASTM D 638 Tensile Strength 12,500 psi
AASHTO-H20 Load Bearing at 10,410 lbs. No Cracking, Delamination or Deformation
ASTM C 1026 Freeze/Thaw/Heat No Chipping, Cracking or Peeling ASTM D 1037 Accelerated Aging [Freeze/Thaw] No Change in Color, Gloss, Delamination
ASTM D 696-03 Linear Thermal Expansion 9.45x10-7 per degree Fahrenheit.
Detectable warning surface tiles shall be suitably packed or crated to prevent damage in shipment or handling. Finished surfaces shall be protected by sturdy plastic wrappings to protect tile from concrete residue during installation and tile shall be identified by part number. Protective plastic wrapping shall be removed within twenty-four (24) hours after tiles are installed.
Detectable warning surface installation shall comply with Manufacturer’s recommendations.
Detectable warning surface tiles shall be warranted in writing for a period of five (5) years from date of final completion. Guarantee shall include defective work, breakage, deformation, fading and loosening of tiles.
Packet Page 291
2023 PAVEMENT REHABILITATION PROJECT – Page 82
Contractor shall be certified as a truncated dome installer and possess an installation certification from a truncated dome manufacturer that shall be proved five (5) days prior to the Pre-Construction Meeting with the truncated dome material submittal.
10.25-3 CONSTRUCTION
General
Curb ramps and island passageways shall comply with Section 73, “Concrete Curbs and Sidewalks,” of the Standard Specifications and current California Building Code requirements.
Existing concrete shall be saw cut to full depth prior to removal and all concrete outside the limits of work shall be protected in place. Any concrete broken outside the limits of work due to Contractor’s failure to comply with these requirements shall be removed and replaced at their expense.
Line and grade of the replaced facilities shall conform to the existing facilities. In most instances, this shall consist of a straight line between existing facilities. However, it may be necessary to construct grade breaks so that replaced facilities conform to the existing pavement surfaces and so that replaced facilities meet slope requirements as required by the Americans with Disabilities Act (ADA), Public Right-of-Way Accessibility Guidelines (PROWAG), and Owner’s Standard Plans.
Contractor shall water test all repaired curbs and gutters, cross gutters, and other repaired drainage facilities in the presence of Engineer.
Commercial driveway and alley approaches, including the adjacent curb and gutter section, shall be removed and replaced within twenty-four (24) hours. Curing time shall be seventy-two (72) hours.
In certain locations, no horizontal or vertical control shall be provided for the forming and placing of new concrete facilities. It is the responsibility of Contractor to ensure that new concrete facilities are constructed in accordance with the Standard Plans, the Project Plans, as specified in the Standard Specifications and these Technical Provisions.
HMA used for conforms shall be 1/2-inch, Type A and shall comply with these Special Provisions. HMA conform width shall be at least twenty-four (24) inches minimum, and depth shall match existing pavement thickness and no less than six (6) inches. The remaining depth shall be filled with aggregate base compacted to ninety-five percent (95%) relative compaction of additional HMA.
Protection of Existing Facilities
Contractor shall protect existing facilities from damage, and discoloration from concrete splash. Adjacent concrete facilities shall be covered during concrete placement to prevent concrete splash and excess concrete from staining the adjacent concrete. After Packet Page 292
2023 PAVEMENT REHABILITATION PROJECT – Page 83
initial placement, strike off and finishing, the protection shall be removed, and the adjacent concrete cleaned.
Vertical existing facilities such as light poles, walls, etc. shall be protected with plastic extending a minimum of three (3) feet above the concrete surface. After initial placement, strike off and finishing, the protection shall be removed, and the vertical surfaces cleaned.
Subgrade
After the subgrade is prepared, moisture conditioned, and compacted to 95% relative compaction at zero to three percent (0-3%) over optimum as determined by Cal Test 216 and 231. Contractor shall continuously maintain the sub-grade in a uniform condition at the moisture content obtained during sub-grade compaction until the concrete is placed.
Forming
Wooden forming shall be of two (2)-inch nominal thickness, staked at two (2)-feet intervals. Maximum gap at the bottom of the forms shall be 1-3/4 inches.
Forms will be checked by Engineer prior to concrete delivery to the work site. Contractor shall give Engineer a forty-eight (48) hour notice prior to inspection of concrete.
Tolerances
Maximum variation from design elevation shall not exceed +/- 0.02 foot. In some instances, particularly in critical drainage areas, tolerances may be reduced to zero.
Concrete facilities shall be installed to maintain or provide positive drainage. Questions regarding applicable tolerances shall be directed to Engineer forty-eight (48) hours in advance of the work.
When shown in the drawings, the concrete shall be set at the design elevations. When existing facilities are to be removed and replaced, they shall conform to the existing elevations and grades. Generally, this shall be at a straight line between the start and end points of the removal. However, it may be necessary to construct grade breaks so that replaced facilities conform to the existing pavement surfaces and so that replaced facilities meet the slope requirements in accordance with the Standard Plans, the Project Plans, as specified in the Standard Specifications and these Technical Provisions.
Placing and Finishing
Concrete shall be deposited on a moist grade in such a manner as to require as little rehandling as possible.
Workmen will not be allowed to walk in the freshly mixed concrete with boots or shoes coated with earth or foreign substances.
Packet Page 293
2023 PAVEMENT REHABILITATION PROJECT – Page 84
Strike Off, Consolidation, and Finishing
In general, adding water to the surface of the concrete to assist in finishing operations shall not be permitted. Before final finishing is completed and before the concrete has taken its initial set, the edges shall be carefully finished with the radius shown on the Plans or a radius to match the existing construction. Concrete shall be thoroughly consolidated against and along the faces of all forms and adjacent concrete. After the forms are removed, excess concrete below the form surface shall be removed to be flush with the form face.
All new concrete shall match existing facilities in texture, color, and appearance.
Concrete Protection
Contractor shall always have materials available to protect the surface of the fresh concrete against rain. These materials shall consist of burlap, curing paper, or plastic sheeting. If plastic sheeting is used, it shall not be allowed to contact finished concrete surfaces.
Contractor shall also protect the concrete against traffic and vandalism. If the concrete is damaged or vandalized, Contractor shall make the necessary repairs at its own expense. Repair procedure for damaged or vandalized concrete shall be approved in advance by Engineer.
Curing
Concrete shall be cured by protecting it against loss of moisture, rapid temperature change, and mechanical injury for at least three (3) days after placement. White or clear liquid membrane compound shall be used.
After finishing operations have been completed, the entire surface of the newly placed concrete shall be covered by the curing medium. Edges of the concrete exposed by the removal of forms shall be protected immediately to provide these surfaces with continuous curing treatment. Concrete shall be allowed to cure seventy-two (72) hours prior to placement of adjacent asphalt.
Joints
Control joints shall be placed at a maximum spacing of ten (10) feet, score lines no less than five (5) feet and against utility boxes/poles/structure. Control joints in all PCC facilities, except sidewalks, shall be formed by tooling a deep joint or by using expansion joint material. If expansion joint material is used, a minimum of two (2) 1/2” x 18” dowels shall be used with additional dowels placed every twenty-four (24) inches.
Control joints in sidewalks may be made using a tooled joint that shall extend a minimum of 1/4 of the depth of the concrete and shall not be less than 1-1/2 inches in depth.
Packet Page 294
2023 PAVEMENT REHABILITATION PROJECT – Page 85
Expansion joints shall be required at a maximum of forty (40)-feet intervals on curbs, curbs and gutters, cross gutters, swales, and sidewalks. Expansion joints shall also be required on all corners of curbs, curbs and gutters, sidewalks, at the outside boundary of access ramps, and other locations with discontinuities or reentrant corners that may cause cracking.
Cleanup and Backfill
After the concrete is placed, cured, and the forms have been removed, Contractor shall clean the work site of all concrete and forming debris. Aggregate base shall be replaced to match the existing base and compacted to ninety-five percent (95%) relative compaction. Pavement shall be restored in accordance with these Special Provisions. A minimum of two (2) lifts shall be used, none of that shall exceed three (3) inches, and the top lift shall be a minimum of 1-1/2 inches thick. Total thickness of the restored pavement shall match the existing pavement section or six (6) inches minimum, whichever is greater.
After curing has been completed and the forms have been removed from the new curb and gutter or sidewalk, the void between the new concrete and the existing parkway shall be filled with clean native material, hand-tamped to a finish elevation of 1” min. to 2” max. below the finished concrete surface. The entire parkway shall be left in a clean and orderly condition.
For concrete removed but not replaced, the resulting void after excavation shall be backfilled with clean native material.
All pavement removed to facilitate in concrete form work placement for all valley gutter, curb and gutter construction shall be replaced with full depth HMA to match the existing pavement section or six (6) inches minimum, whichever is greater. Width of HMA conforms shall be twenty-four (24) inches minimum unless otherwise shown on plans.
Curb Ramps
Curb ramps shall be constructed in general conformance with the latest Caltrans Standard Plans A88A or A88B. All curb ramps shall meet current American with Disabilities Act (ADA) guidelines and conform to the Public Right-of-Way Accessibility Guideline (PROWAG) and it shall be the responsibility of Contractor to ensure that curb ramp slopes and dimensions are constructed in accordance with these guidelines.
Curb ramp construction will typically include removal and replacement of sidewalk, curb and gutter adjacent to new curb ramp, and installation of detectable warning surface (truncated domes). Truncated dome material shall be Safety Yellow in color. Final determination of constructed curb ramp ADA compliance will be based on current CBC requirements, and curb ramp shall meet current American with Disabilities Act (ADA) guidelines.
At those locations where box lids fall within the area of the detectable warning surface the Contractor shall present solution(s) for installation of truncated domes on the lid surface Packet Page 295
2023 PAVEMENT REHABILITATION PROJECT – Page 86
such that a continuous field of domes is maintained as specified in the standard specifications. The Engineer will review proposed solutions and approve those method(s) which are found to be suitable prior to implementation by the Contractor.
The contractor’s duties as part of curb ramp construction shall include coordinating with utility company representatives for those locations where existing utility boxes fall within the limits of new ramp and/or sidewalk construction. Coordination efforts should be made early on in the Contract for those items which may require a long lead-in time or may involve significant interaction with utility company personnel.
Coordination efforts should be made early on in the Contract for those items that may require a long lead-in time or may involve significant interaction with utility company personnel.
10.25-4 MEASUREMENT AND PAYMENT
Reserved, see SECTION 9. BID ITEM DESCRIPTION.
10.26 REPAIR SANITARY SEWER PIPE
10.26-1 GENERAL
Summary
Work shall consist of excavating approximately 8-10 feet below paved surface to the damaged sanitary sewer main to be marked out by the Engineer. Contractor to remove approximately 2-foot damaged section of 6-inch diameter sewer pipe (VCP) and replacing with 6-inch PVC-SDR 26 pipe secured with flexible coupling with stainless steel band.
Backfill section in accordance with City Standard Trench Detail ST-610.
Testing & Acceptance
District staff will perform a final video inspection of the sewer repair. Prior to backfill and upon completion of the repair, the Contractor shall coordinate with John Caravallo with the Seaside County Sanitary District at (831) 901-4612 to schedule the video inspection.
The Contractor is responsible to correct and repair all damages and defects found during the review of the final video inspection. Damages shall include but not limited to leaks, cracks, unsecured joints, and others which in the opinion of the Engineer are not acceptable and would impair the serviceability of the sewer system.
10.26-2 MATERIALS
Proposed sanitary sewer pipe shall be 6-inch PVC-SDR 26 pipe.
Pipe couplings shall be Gripper Gasket MAXADAPTOR with torque of 80 in/lbs installed.
Other pipe couplings may be used if approved by Engineer.
Pipes and fittings must be homogeneous throughout and uniform in color, opacity, density, and other properties. The inside and outside surfaces must be semi-matte or glossy in appearance and free of chalky, sticky, or tacky material. The pipe walls must be free of cracks, holes, blisters, voids, foreign inclusions, or other defects affecting the Packet Page 296
2023 PAVEMENT REHABILITATION PROJECT – Page 87
pipe wall integrity or visible to the naked eye. Do not use pipes or fittings with abrasions or scratches deeper than 10 percent of the wall thickness. The joint surfaces where the gaskets bear must be smooths and free of imperfections, ridges, fractures, or cracks that could adversely affect the joint seal.
Store pipes in unit packages and protect the bell of the pipes from damage. Support unit packages with racks or dunnage to prevent damage and bending. If unit packages are stacked, do not allow the weight of the upper units to cause deformation to the pipes in the lower units. Do not store pipes adjacent to heat sources. Do not allow pipes to overhang vehicles or storage areas unsupported by more than 3 feet.
Cover pipes to provide temporary sun block protection. Provide adequate air circulation around the covered pipes to reduce excessive heat accumulation. Protect gaskets from exposure to weather, heat, ozone, oil, grease, and sunlight for any time period exceeding 48 hours. Do not store gaskets near electrical or exhaust heat sources.
The City reject pipes with cracked or split gaskets. Protect pipes and fittings from damage when handling and installing.
10.26-3 MEASUREMENT AND PAYMENT
Measure and Payment for Repair Sanitary Sewer Pipe will be on a unit cost basis as identified in the Bid Schedule. Such payment will be considered fully compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved in Repair Sanitary Sewer Pipe, complete in place including, excavation, shoring, removal, off-haul, disposal of all damaged pipe, aggregate base, compacting subbase materials, HMA, tack coat, and clean-up, as specified in the Standard Specifications an in these special provisions, and as directed by the Engineer.
10.27 TRAFFIC STRIPING, PAVEMENT MARKINGS, AND PAVEMENT MARKERS
10.27-1 GENERAL
Summary
Work consists of replacing all existing pavement striping and markings, placing temporary striping, and making modifications indicated on the Plans and in the specifications.
Thermoplastic traffic stripes (traffic lines), painted traffic stripes, and pavement markings shall conform to the provisions in Sections 84-1, "General" and 84-2, "Traffic Stripes and Pavement Markings", of the Standard Specifications and these Special Provisions.
Pavement Markers shall conform to the provisions in Section 81-3 “Pavement Markers”, of the Standard Specifications and these Special Provisions.
Packet Page 297
2023 PAVEMENT REHABILITATION PROJECT – Page 88
10.27-2 MATERIALS
General
Thermoplastic
Thermoplastic must comply with State Specification PTH-02SPRAY, PTH-02HYDRO, or PTH-02ALKYD.Glass beads applied to molten thermoplastic material must be Type 2 beads complying with AASHTO M 247.
State Specifications for thermoplastic material and glass beads may be obtained from the Transportation Laboratory, P.O. Box 19128, Sacramento, CA. 95819, (916) 739-2400.
Thermoplastic material for traffic stripes shall be applied at a minimum thickness of 0.125- inch.
A primer of the type recommended by the manufacturer of the thermoplastic material shall be applied over all existing painted stripes and pavement legends to be covered with thermoplastic material as shown on the Plans.
Paint
Paint for traffic stripes, pavement markings and red, blue, yellow, green and white curb paint shall comply with Section 84-2.02C, “Paint”, of the Standard Specifications and these Special Provisions at the locations shown on the plans and as directed by the Engineer.
White and Yellow paint shall be Waterborne Traffic Line conforming to the requirements of Department of Transportation Specification PTWB-01R2.
Curb Paint
Paint shall be Ennis Flint Standard Fast Dry Waterborne Traffic Paint or an approved equivalent. If painted curb is removed and replaced with new curb, Contractor shall paint new curb in the same color and length. All existing curb paint shall be removed prior to application of new paint.
Color codes for Ennis Flint are as follows:
• Red 985204
• White 985201
• Blue 985205
• Yellow 985202
• Green 985206
Use abrasive blast cleaning to remove laitance and curing compound from the surface of new concrete that is to receive curb paint. Application shall consist of two separate coats of traffic paint of the appropriate color applied to the face and top of the curb. Paint shall be used at its manufactured consistency.
Packet Page 298
2023 PAVEMENT REHABILITATION PROJECT – Page 89
Glass Beads
Glass beads applied to molten thermoplastic material shall be Type 2 beads complying with AASHTO M247. Glass beads shall have a coating that promotes adhesion of the beads to thermoplastic.
A certificate of compliance and test results for each lot of beads shall be submitted by Contractor specifying the E.P.A. test methods used and tracing the lot to the specific test sample. Testing for lead and arsenic content shall be performed by an independent testing laboratory.
Raised Pavement Markers (RPMs)
RPMs shall comply with Section 81-3.02C “Retroreflective Pavement Markers”, of the Standard Specifications and these Special Provisions RPMs shall be placed to the line established by Contractor and approved by Engineer, that shall consist of temporary painted line or new or existing stripes, one for each line of markers. All additional work necessary to establish satisfactory lines for RPMs shall be performed by Contractor.
RPMs shall be cemented to the pavement using a hot melt bituminous adhesive.
Materials used in hot-melt bituminous adhesives shall be Type PC, Grade III, calcium carbonate conforming to ASTM D1199. Hot-melt bituminous adhesive material, when homogeneously mixed with filler material, shall conform to the Standard Specifications.
Bituminous adhesive shall be heated indirectly as an applicator with continuous agitation or recirculation. Bituminous adhesive shall not be heated above the maximum safe heating temperature recommended by Manufacturer and shall not be applied at temperatures greater than 425°F nor less than 375°F.
RPMs shall be placed in position and pressure applied until firm contact is made with the pavement immediately after application of the adhesive.
A certificate of compliance shall be submitted by Contractor for each type of RPM used.
10.27-3 CONSTRUCTION
General
All construction shall conform to the respective provisions of the Standard Specifications, manufacturer’s installation requirements, and the Special Provisions.
Existing Striping and Markings
Traffic striping and pavement markings shall be replaced within the limit of pavement rehabilitation and, if necessary, carried fifty (50) feet into the cross street onto pavement that is not being replaced. Methods of application of traffic striping, curb and pavement markings, and pavement markers shall conform to Section 314, “Traffic Striping, Curb and Pavement Markings, and Pavement Markers,” of Standard Specifications, manufacturer’s requirements, and these Special Provisions.
Packet Page 299
2023 PAVEMENT REHABILITATION PROJECT – Page 90
Contractor shall be responsible for verifying the proposed Striping Plan with Engineer and establishing dimensions for lane widths and all other features existing or shown on the Plans prior to removing, obliterating, covering any existing striping, or starting work on the affected street. For crosswalks, Contractor shall mark on the curb face a point, showing where the extension of the crosswalk intersects, to ensure that the crosswalk alignment shall be installed to pre-existing conditions. Verified and dimensioned Striping Plan must be submitted to Engineer and approved prior to commencing any striping and marking operations on the affected street.
All alignments and layout measurements, and other work necessary to locate and replace traffic stripes and pavement markings shall be performed by Contractor. Owner will not provide any assistance, information, or materials to Contractor. It shall be entirely the responsibility of Contractor to perform all necessary pre-construction and construction layout work, obtain all necessary measurements and information, and prepare all plans for performing the striping and marking work as specified. All traffic control systems necessary for performing striping and marking, as directed by Engineer, shall be the responsibility of Contractor.
In areas where existing striping must be changed to conform to revised striping pattern, conflicting striping shall be removed by sandblasting, grinding, or other methods as specified in Standard specifications or as approved by Engineer. In areas to be overlaid, Contractor must remove all existing thermoplastic striping and raised pavement markers.
This shall include striping outside the limits of work as necessary. If only a portion of a crosswalk is damaged or obliterated, both lines of the crosswalk shall be completely replaced. Temporary yellow marking tape shall be used to denote school crosswalks.
When Contractor’s work removes or reduces the visual appearance of a lane line or centerline, Contractor shall replace all striping between the adjacent intersection in both directions. Where a median exists, this work shall be required only in the roadway where the work occurred, unless a detour that altered the pavement markings occurred in the other roadway. In this case the striping will be replaced in both directions.
Cat Tracking/Layout for Temporary and Permanent Striping The alignment and layout of traffic stripes shall conform to Subsection 84-1.03, “Construction”, of the Standard Specifications and as modified below.
All alignments and layout measurements, and other work necessary to locate and replace traffic stripes and pavement marking shall be performed by Contractor. Owner will not provide any assistance, information, or materials to Contractor. It shall be entirely Contractor’s responsibility to perform.
Contractor shall layout the traffic striping and marking pattern with temporary "cat track" striping after the construction is completed and before the roadway is made available for use by traffic. Contractor shall be responsible for the maintenance of temporary striping until the completion of final striping and marking operations. Tabs for all lane lines, centerlines, crosswalks, and limit lines shall be the same color as the striping being replaced. Tabs shall be 2” x 3-1/2” and have a reflective lens across the width of the marker.
Packet Page 300
2023 PAVEMENT REHABILITATION PROJECT – Page 91
Contractor shall physically tie down the location of the beginning and end of each paint or thermoplastic marking type on the adjacent curb top. This marking shall not exceed fifty (50) square inches each. Any locations exceeding fifty (50) square inches shall be removed prior to acceptance of the work. Cat tracking for layout of striping and pavement markings shall consist of stretching a rope on a straight line between control points, on tangent alignment, and on a true arc through control points on curved alignment and placing spots of paint along the rope.
Temporary tab markers shall be placed not more than twelve (12) feet apart on curves nor more than twenty-four (24) feet apart on straight segments. Temporary tab markers shall match the color of the traffic stripes being replaced.
Prior to application of permanent stripes and markers, Contractor shall call for a review and approval of the proposed striping by Owner Engineer or Agent. Owner will have the right to make changes in the location and alignment of line stripes. Striping shall not be applied until approval is granted. Three (3) days will be allowed for review by Owner.
Multiple mobilizations of the striping crews and equipment may be required throughout the Project.
Contractor shall provide temporary striping per the final Striping Plan on cold planed surfaces where existing lane lines have been obliterated and on HMA surface course. Black out will not be allowed. Cat tracking must be provided on the same day as the surface course. If Contractor does not follow the final layout, Owner may require Contractor to re-apply the treatment.
Contractor shall replace all striping that has been damaged or obliterated by or during the work. This shall include striping replacement completely across the street, even in the event that Contractor’s work may not extend that far. Crosswalks shall be completely repainted, even if only a portion of a line has been obliterated.
When Contractor’s work removes or reduces the visual appearance of a lane, centerline, stop bar, limit line, crosswalk, etc., Contractor shall replace all striping between the adjacent intersections in both directions. Where a median exists, this work shall be required only in the roadway where the work has occurred unless a detour that altered the pavement markings occurred in the other roadway. In such cases, the striping will be replaced in both directions.
Pavement Stencils
Pavement stencils shall conform to Caltrans Standard Plans and Details.
Reflective and Raised Pavement Markers
Pavement markers shall be placed in the same pattern and locations as they were previously, except as shown on the Plans or modified herein.
Pavement Delineation - Thermoplastic
Pavement temperature shall be measured at the beginning of the shift on each working day and this information shall be provided to the Engineer.
Packet Page 301
2023 PAVEMENT REHABILITATION PROJECT – Page 92
No primer or thermoplastic shall be installed within 48 hours from the last measurable rain report as agreed upon by the City.
Thermoplastic traffic striping, legends, and arrows shall conform to the provisions of Section 84-1, “General”; Section 84-2, “Traffic Stripes and Pavement Markings”; and refer to Section 85, “Pavement Markers”; and the Special Provisions.
Pavement Markers
Pavement Markers shall be placed to the line established by Contractor and approved by Engineer. Line shall consist of temporary painted line or new or existing stripes. One for each line of markers. All additional work necessary to establish satisfactory lines for markers shall be performed by Contractor.
Increases or decreases of more than 25% shall not apply to Contractor items involving striping and pavement markers.
Hot-melt adhesive shall be capable of bonding ceramic and plastic pavement markers to PCC and HMA when the roadway surface and pavement marker temperatures are in the range of 40°F to 160°F. Compositions must be such that their properties will not deteriorate when heated to and applied at temperatures up to 425°F using either air or oil-jacked melters.
Materials used in hot-melt bituminous adhesives shall be Type PC, Grade III, calcium carbonate conforming to ASTM D1199.
Markers shall not be placed when the pavement or air is less than 50°F. Blast cleaning shall be required. When bituminous adhesive is used for the placement of pavement markers, traffic control shall conform to the requirements of “Traffic Control” in these Special Provisions.
Cleanup
Upon completion of installing of traffic striping, pavement markings, raised pavement markers, and curb paint, Contractor shall thoroughly clean the work site of all waste, rubbish, construction debris, drips, over sprays, improper markings, tracked thermoplastic materials and curb markings, all of that shall be removed immediately from the pavement surface by methods approved by Engineer.
Equipment
On collectors, pavement striping shall be applied with a full-sized striping truck and shall be equipped with a data logger system that shows the actual material application rate and film thickness.
Schedule
Temporary striping shall be placed on the same day that existing traffic striping and markings are removed and the same day that new pavement surface is placed.
Finished striping and marking shall not be applied until 14 calendar days after construction has been completed and shall be applied within five (5) working days after the initial 14 days unless otherwise directed by Engineer.
Packet Page 302
2023 PAVEMENT REHABILITATION PROJECT – Page 93
Liquidated damages of $250 per street per each day or part thereof will be applied for failure to comply with the requirements of temporary or permanent installation of traffic striping, pavement markings, or RPMs.
10.27-4 MEASUREMENT AND PAYMENT
Reserved, see SECTION 9. BID ITEM DESCRIPTION.
10.28 ROADSIDE SIGNS AND OBJECT MARKERS
10.28-1 GENERAL
Summary
Work consists of salvaging, removing, replacing, and installing roadside signs, posts, and pedestrian barricades, or making modifications as shown on the Plans and in the Specifications. Unless otherwise specified signs shall conform to the California MUTCD.
Each sign shall consist of a base, standard or framework, and a sign panel. Sign units shall be capable of being delivered to the work site and placed into immediate operation.
Object markers shall conform to the California MUTCD.
Submittals
Contractor shall submit material data sheets for the following: signs, posts, mounting sleeves, and setting grout.
10.28-2 MATERIAL
General
Concrete
Concrete for sign post foundation shall be 2500 psi concrete, either prepackaged or ready mix.
Grout
Post-setting grout at sleeves shall be by an approved manufacturer.
Posts
Posts for roadside signs shall conform to State Standard Plan RS1 and RS4. Posts shall be 12-gage galvanized steel, 2 inch diameter round poles.
Mounting Sleeves
Mounting sleeves shall be 12-gage galvanized steel, 2.5 inch diameter. Roadside signs shall be installed with galvanized fastening hardware to poles at the locations shown on the Plans and as directed by Engineer.
Signs
Sign panels shall be fabricated from 1/16-inch minimum thickness aluminum and have High Intensity Prismatic (HIP) sheeting meeting current MUTCD retro-reflectivity requirements. New signs shall match existing panel sizes and shall have the manufacture date stamped on the lower back in a manner that is clearly visible after installation.
Packet Page 303
2023 PAVEMENT REHABILITATION PROJECT – Page 94
Temporary and permanent signs shall be free of blemishes that may affect the serviceability and detract from the general sign color and appearance when viewing during daytime and nighttime from a distance of twenty-five (25) feet. Face of each finished sign shall be uniform, flat, smooth, and free of defects, scratches, wrinkles, gel, hard spots, streaks, extrusion marks, and air bubbles. Front, back, and edges of the sign panels shall be free of router chatter marks, burns, sharp edges, loose rivets, delaminated skins, excessive adhesive overspray, and aluminum marks.
Signs exhibiting a significant color difference between daytime and nighttime shall be replaced immediately.
10.28-3 CONSTRUCTION
General
Removal
Where specified on the Plans, Contractor shall remove existing signs. Contractor shall verify if pole can be reused at the same location for installation of new signs. If not, removal shall include sign, pole, and buried concrete pole base. Contractor shall backfill void with topsoil in landscape areas and aggregate base or controlled density fill (CDF) under pavement areas. For removal of post embedded in concrete facility, Contractor shall cut post flush with surface and fill void with non-shrink grout.
Post Foundations
Contractor shall install signs square and plumb. Where possible, Contractor shall align sign posts in a straight continuous line. Sleeve shall extend four (4) inches above top of finish concrete elevation.
Landscape Area
Post holes shall be eight (8) inches in diameter and thirty (30) inches deep. Concrete shall be thoroughly mixed to four (4)-inch maximum slump. Contractor shall place concrete to the surface of the turf or mulch. Contractor shall even up vertical edges with trowel at least two (2) inches below top. Contractor shall finish top of concrete with trowel and slope away from pole. Medium broom finish shall be applied to exposed concrete base.
Sidewalk and Concrete Areas
Contractor shall core 8-inch diameter hole thirty (30) inches deep. Concrete shall be mixed thoroughly to 4-inch maximum slump. Contractor shall finish top of concrete even with existing concrete, to match existing finish.
Post Installation
Contractor shall install post in mounting sleeve so bottom of post is six (6) inches from top of sleeve. Contractor shall rivet post to mounting sleeve or bolt using tamper-proof bolts.
10.28-4 MEASUREMENT AND PAYMENT
Reserved, see SECTION 9. BID ITEM DESCRIPTION.
Packet Page 304
2023 PAVEMENT REHABILITATION PROJECT – Page 95
10.29 FINAL CLEANUP
10.29-1 GENERAL
Summary
Before final inspection of the work, Contractor shall clean the work and all ground occupied by Contractor in connection with the work, or all rubbish, excess materials (including liquid asphalt), and equipment.
10.29-2 MEASUREMENT AND PAYMENT
Measurement and Payment for Final Cleanup shall be considered as included in the contract prices paid for the various bid items of work involved and no additional compensation will be allowed, therefor.
Packet Page 305
Packet Page 306
S S
1 C4 TYPICAL SECTION NO. 2 KEYCUT A2 (TYP.)
D R/28 BRPM 1644 1654 1658 1666 1672 1637 1655 1663 1667 1673 R&R 4" HMA S
S BRPM A1 A2
1 C1 C2 C3 KEYCUT A1 (TYP.) KEYCUT B1
1 R/28 R/21 B/24
3 3 WLL 1622 1630 1636 1625 1637 1624
2 FLORES PLACE
(ONE WAY - EASTBOUND) FLORES STREET
WARING STREET TYPICAL SECTION NO. 1 R&R 4" HMA (~205 SF)
BROADWAY AVENUE
D
D
1 21' EXISTING CHANGE OF PAVEMENT KEYCUT B1 1600 1604 1608 1612 1616 1622 1447 1605 1609 1615 1617 1621 TYPICAL SECTION NO. 1 NTS REMOVE & REPLACE 4" HMA REMOVE 4" PAVEMENT NOTES: 1. RECOMPACT LOOSENED MATERIAL AT SURFACE. IF CONTRACTOR DISTURBS MORE THAN 1-1/2" OF MATERIAL, SUBGRADE SHALL BE RECOMPACTED TO 95% R.C. 2. HMA MAY BE REPLACED IN A SINGLE 4" LIFT IF REPAIR IS LOCATED UNDER AN OVERLAY. 3. WHERE REMOVE & REPLACE HMA AREAS ARE LOCATED UNDER A KEYCUT, CONTRACTOR TO REMOVE 4" OF HMA BELOW KEYCUT SURFACE. PLACE 2" HMA BASE COURSE & 2" HMA SURFACE COURSE SEE NOTE 1 TACK COAT ALL VERTICAL EDGES PRIOR TO PAVING EX, PAVEMENT, GUTTER LIP OR SPANDREL NTS TYPICAL SECTION NO. 2 6' KEYCUT A2 6' KEYCUT A2 5-3/4" 3" 3" TAPER LEVELING COURSE OVER WIDTH OF KEYCUT TO 0" THICKNESS, 3" FROM GUTTER LIP (TYP.) 1-3/4" 4" 1-3/4" HMA SURFACE COURSE 1/2" LEVELING COURSE REMOVE & REPLACE 4" HMA ; SEE PLAN FOR LOCATIONS KEYCUT - TYPE A1 LONGITUDINAL KEYCUTNTS 5' EX. CURB & GUTTER 1-3/4" REMOVE EX. PAVEMENT EX. PAVEMENT SURFACE 15' KEYCUT - TYPE B1 TRANSVERSE KEYCUTNTS EX. PAVEMENT OR CROSS GUTTER 2-1/4" EX. PAVEMENT SURFACEREMOVE EX. PAVEMENT NTS TYPICAL SECTION NO. 1 5' KEYCUT A1 5' KEYCUT A1 5-3/4" 3" 3" TAPER LEVELING COURSE OVER WIDTH OF KEYCUT TO 0" THICKNESS, 3" FROM GUTTER LIP (TYP.) 1-3/4" 4" 1-3/4" HMA SURFACE COURSE 1/2" LEVELING COURSE REMOVE & REPLACE 4" HMA ; SEE PLAN FOR LOCATIONS KEYCUT - TYPE A2 LONGITUDINAL KEYCUTNTS 6' EX. CURB & GUTTER 1-3/4" REMOVE EX. PAVEMENT EX. PAVEMENT SURFACE Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\SEASIDE, CITY OF\230127\TASK 01\DRAWINGS\230127-01_SITE01.DWG Plot Date: 4/17/2024 9:59 AM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:
Pavement Engineering Inc.
You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL 2023 PAVEMENT REHABILITATION PROJECT
CITY OF SEASIDE APRIL 2024 230127 of
JOSEPH L . R I R I E C52735 Exp. 12-31-24 C I V I L
S T A T E
O F CA L I FOR N I A
REG I STERED PRO F E S S I O NA L ENG I NEER
BASE BID - FLORES PLACE & FLORES STREET
BROADWAY AVENUE TO ~250 FT S/O MINGO AVENUE 36 1"=30' BM,JL MATCHLINE - SEE SHEET 3
2 BORING LOG NO. AC FABRIC (Y/N) C1 2.75"
N C2 2.75"N C3 2.5"N C4 2.25"N *CORING DATA IS FOR INFORMATION ONLY. EXISTING SECTION MAY VARY FROM SECTION(S) FOUND AT CORING LOCATION(S). FABRIC MAY BE PRESENT IN SECTIONS EVEN IF NOT FOUND AT CORING LOCATION(S). 1CONSTRUCTION NOTES (SHEET
2): LOWER UTILITY COVER PRIOR TO COLD PLANE. PROTECT IN PLACE EXISTING PG&E VAULT DURING COLD PLANING. TRANSITION BETWEEN KEYCUT WIDTHS AROUND CURB RETURN. 2 3 CB LEGEND BORING LOCATION WATER VALVE BLUE RETROREFLECTIVE PAVEMENT MARKER SURVEY MONUMENT CALTRANS STRIPING DETAIL "XX" 12" WHITE LIMIT LINE (THERMO) XX WLL FIRE HYDRANT (EX.) BRPM ELECTRICAL VAULT COVER TYPE A2 KEYCUT TYPE A1 KEYCUT TYPE B1 KEYCUT (D=STORM DRAIN, S=SEWER, T=AT&T) X MANHOLE COVER X/YY CURB PAINT COLOR "X" (B=BLUE, R=RED, Y=YELLOW) / CURB PAINT LENGTH "YY" (LF) X#CB CATCH BASIN (EX.) ACCESSIBILITY IMPROVEMENT NO. "#" SEE ENLARGEMENT "X" FOR APPROXIMATE PROPERTY BOUNDARY APPROXIMATE P.U.E. LINE XX PROPERTY ADDRESS Packet Page 307
FLORES STREET S BRPM
WLL SCO
WLL SCO B3 B4 C6 C5 1 1 C5 D WLL WLL 2 R/15 KEYCUT B1 1443 1709 1715 1721 1731 1735 1741 1745 1759 1676 1684 1692 1698 1451 1708 1714 1720 1726 1730 1736 1738 1744 1752 1758 1675 1681 1693 1448 TYPICAL SECTION NO. 2 TYPICAL SECTION NO. 2 KEYCUT A2 (TYP.) KEYCUT B1 KEYCUT A2 (TYP.) R&R 4" HMA (~6'X30') R&R 4" HMA (~10'X30') 16' FROM CURB RETURN 17' FROM CURB RETURN MINGO AVENUE R R&R 4" HMA (~200 SF) NTS REMOVE & REPLACE 4" HMA REMOVE 4" PAVEMENT NOTES: 1. RECOMPACT LOOSENED MATERIAL AT SURFACE. IF CONTRACTOR DISTURBS MORE THAN 1-1/2" OF MATERIAL, SUBGRADE SHALL BE RECOMPACTED TO 95% R.C. 2. HMA MAY BE REPLACED IN A SINGLE 4" LIFT IF REPAIR IS LOCATED UNDER AN OVERLAY. 3. WHERE REMOVE & REPLACE HMA AREAS ARE LOCATED UNDER A KEYCUT, CONTRACTOR TO REMOVE 4" OF HMA BELOW KEYCUT SURFACE. PLACE 2" HMA BASE COURSE & 2" HMA SURFACE COURSE SEE NOTE 1 TACK COAT ALL VERTICAL EDGES PRIOR TO PAVING EX, PAVEMENT, GUTTER LIP OR SPANDREL NTS TYPICAL SECTION NO. 2 6' KEYCUT A2 6' KEYCUT A2 5-3/4" 3" 3" TAPER LEVELING COURSE OVER WIDTH OF KEYCUT TO 0" THICKNESS, 3" FROM GUTTER LIP (TYP.) 1-3/4" 4" 1-3/4" HMA SURFACE COURSE 1/2" LEVELING COURSE REMOVE & REPLACE 4" HMA ; SEE PLAN FOR LOCATIONS KEYCUT - TYPE A2 LONGITUDINAL KEYCUTNTS 6' EX. CURB & GUTTER 1-3/4" REMOVE EX. PAVEMENT EX. PAVEMENT SURFACE 15' KEYCUT - TYPE B1 TRANSVERSE KEYCUTNTS EX. PAVEMENT OR CROSS GUTTER 2-1/4" EX. PAVEMENT SURFACEREMOVE EX. PAVEMENT Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\SEASIDE, CITY OF\230127\TASK 01\DRAWINGS\230127-01_SITE01.DWG Plot Date: 4/17/2024 10:00 AM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:
Pavement Engineering Inc.
You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL 2023 PAVEMENT REHABILITATION PROJECT
CITY OF SEASIDE APRIL 2024 230127 of JOSEPH L . R I R I E C52735 Exp. 12-31-24 C I V I L S T A T E O F CA L I FOR N I A REG I STERED PRO F E S S I O NA L ENG I NEER MATCHLINE - SEE SHEET 2
MATCHLINE - SEE SHEET 4
BASE BID - FLORES STREET
~250 FT SOUTH OF MINGO AVENUE TO HARDING PLACE 1"=30' BM, JL 3 BORING LOG NO. AC FABRIC (Y/N) C5 1.75" N *CORING DATA IS FOR INFORMATION ONLY. EXISTING SECTION MAY VARY FROM SECTION(S) FOUND AT CORING LOCATION(S). FABRIC MAY BE PRESENT IN SECTIONS EVEN IF NOT FOUND AT CORING LOCATION(S). 1CONSTRUCTION NOTES (SHEET 3): LOWER UTILITY COVER PRIOR TO COLD PLANE. 2 PROTECT IN PLACE EXISTING PG&E VAULT DURING COLD PLANING. 36 LEGEND BORING LOCATION WATER VALVE BLUE RETROREFLECTIVE PAVEMENT MARKER SURVEY MONUMENT REMOVE & REPLACE 4" HMA CALTRANS STRIPING DETAIL "XX" 12" WHITE LIMIT LINE (THERMO) XX WLL SCO SEWER CLEANOUT (EX.) FIRE HYDRANT (EX.) BRPM ELECTRICAL VAULT COVER TYPE A2 KEYCUT TYPE B1 KEYCUT (D=STORM DRAIN, S=SEWER, T=AT&T) X MANHOLE COVER X/YY CURB PAINT COLOR "X" (B=BLUE, R=RED, Y=YELLOW) / CURB PAINT LENGTH "YY" (LF) X#R PRUNE & REMOVE TREE ROOTS ACCESSIBILITY IMPROVEMENT NO. "#" SEE ENLARGEMENT "X" FOR APPROXIMATE PROPERTY BOUNDARY APPROXIMATE P.U.E. LINE XX PROPERTY ADDRESS Packet Page 308
S S D S WLL D8 D7 E10E9 C6 WLL WLL D 1 R/21 R/57 R/20 R/8 WLL CBCB CB 1820 1447 1813 1821 1800 1808 1763 1767 1771 1783 1791 1758 1766 1770 1774 1778 1782FLORES STREET SAN PABLO AVENUE HARDING PLACE 1 R&R 4" HMA TYPICAL SECTION NO. 2 (~27'X40') KEYCUT B1 (TYP.) KEYCUT A2 (TYP.) 2 21' FROM CURB RETURN 20' FROM CURB RETURN 1 R&R 4" HMA (~275 SF) 3S BRPM S WLL F11 F12 C7 C8 R/11 R/15 SCO CB 1821 1829 1837 1845 1853 1857 1869 1877 1448 1820 1828 1836 1844 1858 1868 1876 1888 1898 1889 11 KEYCUT B1 (TYP.) KEYCUT A2 (TYP.) TYPICAL SECTION NO. 2 R&R 4" HMA (~6'X6') R&R 4" HMA (~18'X60') FLORES STREET LA SALLE AVENUE NTS REMOVE & REPLACE 4" HMA REMOVE 4" PAVEMENT NOTES: 1. RECOMPACT LOOSENED MATERIAL AT SURFACE. IF CONTRACTOR DISTURBS MORE THAN 1-1/2" OF MATERIAL, SUBGRADE SHALL BE RECOMPACTED TO 95% R.C. 2. HMA MAY BE REPLACED IN A SINGLE 4" LIFT IF REPAIR IS LOCATED UNDER AN OVERLAY. 3. WHERE REMOVE & REPLACE HMA AREAS ARE LOCATED UNDER A KEYCUT, CONTRACTOR TO REMOVE 4" OF HMA BELOW KEYCUT SURFACE. PLACE 2" HMA BASE COURSE & 2" HMA SURFACE COURSE SEE NOTE 1 TACK COAT ALL VERTICAL EDGES PRIOR TO PAVING EX, PAVEMENT, GUTTER LIP OR SPANDREL NTS TYPICAL SECTION NO. 2 6' KEYCUT A2 6' KEYCUT A2 5-3/4" 3" 3" TAPER LEVELING COURSE OVER WIDTH OF KEYCUT TO 0" THICKNESS, 3" FROM GUTTER LIP (TYP.) 1-3/4" 4" 1-3/4" HMA SURFACE COURSE 1/2" LEVELING COURSE REMOVE & REPLACE 4" HMA ; SEE PLAN FOR LOCATIONS 15' KEYCUT - TYPE B1 TRANSVERSE KEYCUTNTS EX. PAVEMENT OR CROSS GUTTER 2-1/4" EX. PAVEMENT SURFACEREMOVE EX. PAVEMENT KEYCUT - TYPE A2 LONGITUDINAL KEYCUTNTS 6' EX. CURB & GUTTER 1-3/4" REMOVE EX. PAVEMENT EX. PAVEMENT SURFACE Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\SEASIDE, CITY OF\230127\TASK 01\DRAWINGS\230127-01_SITE01.DWG Plot Date: 4/17/2024 10:02 AM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:
Pavement Engineering Inc.
You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL 2023 PAVEMENT REHABILITATION PROJECT
CITY OF SEASIDE APRIL 2024 230127 of JOSEPH L . R I R I E C52735 Exp. 12-31-24 C I V I L S T A T E O F CA L I FOR N I A REG I STERED PRO F E S S I O NA L ENG I NEER MATCHLINE - SEE SHEET 3
MATCHLINE - SEE BELOW LEFT
MATCHLINE - SEE ABOVE RIGHT
BASE BID - FLORES STREET
HARDING PLACE TO LA SALLE AVENUE 1"=30' BM, JL 4 BORING LOG NO. AC FABRIC (Y/N) C6 1.5" N C7 1.75" N C8 2" N *CORING DATA IS FOR INFORMATION ONLY. EXISTING SECTION MAY VARY FROM SECTION(S) FOUND AT CORING LOCATION(S). FABRIC MAY BE PRESENT IN SECTIONS EVEN IF NOT FOUND AT CORING LOCATION(S). 1CONSTRUCTION NOTES (SHEET 4): LOWER UTILITY COVER PRIOR TO COLD PLANE. PROTECT IN PLACE EXISTING PG&E VAULT DURING COLD PLANING. REPAIR EXISTING BREAK IN SANITARY SEWER LINE @ APPROXIMATE LOCATION SHOWN. SEWER DISTRICT TO IDENTIFY LOCATION OF REPAIR PRIOR TO CONSTRUCTION. SEE DETAILS ON SHEET 36 FOR ADDITIONAL INFORMATION. 2 36 LEGEND BORING LOCATION WATER VALVE BLUE RETROREFLECTIVE PAVEMENT MARKER SURVEY MONUMENT REMOVE & REPLACE 4" HMA CALTRANS STRIPING DETAIL "XX" 12" WHITE LIMIT LINE (THERMO) XX WLLSCO SEWER CLEANOUT (EX.) FIRE HYDRANT (EX.) BRPM ELECTRICAL VAULT COVER TYPE A2 KEYCUT TYPE B1 KEYCUT (D=STORM DRAIN, S=SEWER, T=AT&T) X MANHOLE COVER X/YY CURB PAINT COLOR "X" (B=BLUE, R=RED, Y=YELLOW) / CURB PAINT LENGTH "YY" (LF) X#CB CATCH BASIN (EX.) ACCESSIBILITY IMPROVEMENT NO. "#" SEE ENLARGEMENT "X" FOR APPROXIMATE PROPERTY BOUNDARY APPROXIMATE P.U.E. LINE PROPERTY ADDRESS XX 3 Packet Page 309
SCO C10 SCO KEYCUT A2 (TYP.) TYPICAL SECTION NO. 3 R&R 4" HMA (~15'X40') R&R 4" HMA (~12'X32') GRANDVIEW STREET 1985 1979 1975 1965 1961 1950 1976 1980 1986 1990 1989 BRPM S LUXTON STREET WLL G13 1 G14 C9 KEYCUT B3 (TYP.) R/31 BRPM KEYCUT B3 (TYP.) 1955 1945 1935 1929 1925 1915 1905 1935 1910 1920 1930 NTS REMOVE & REPLACE 4" HMA REMOVE 4" PAVEMENT NOTES: 1. RECOMPACT LOOSENED MATERIAL AT SURFACE. IF CONTRACTOR DISTURBS MORE THAN 1-1/2" OF MATERIAL, SUBGRADE SHALL BE RECOMPACTED TO 95% R.C. 2. HMA MAY BE REPLACED IN A SINGLE 4" LIFT IF REPAIR IS LOCATED UNDER AN OVERLAY. 3. WHERE REMOVE & REPLACE HMA AREAS ARE LOCATED UNDER A KEYCUT, CONTRACTOR TO REMOVE 4" OF HMA BELOW KEYCUT SURFACE. PLACE 2" HMA BASE COURSE & 2" HMA SURFACE COURSE SEE NOTE 1 TACK COAT ALL VERTICAL EDGES PRIOR TO PAVING EX, PAVEMENT, GUTTER LIP OR SPANDREL NTS TYPICAL SECTION NO. 3 6' KEYCUT A2 6' KEYCUT A2 5-3/4" 3" 3" TAPER LEVELING COURSE OVER WIDTH OF KEYCUT TO 0" THICKNESS, 3" FROM GUTTER LIP (TYP.) 1-3/4" 4" 1-3/4" HMA SURFACE COURSE 3/4" LEVELING COURSE REMOVE & REPLACE 4" HMA ; SEE PLAN FOR LOCATIONS KEYCUT - TYPE A2 LONGITUDINAL KEYCUTNTS 6' EX. CURB & GUTTER 1-3/4" REMOVE EX. PAVEMENT EX. PAVEMENT SURFACE 15' KEYCUT - TYPE B3 TRANSVERSE KEYCUTNTS EX. PAVEMENT OR CROSS GUTTER 2-1/2" EX. PAVEMENT SURFACEREMOVE EX. PAVEMENT Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\SEASIDE, CITY OF\230127\TASK 01\DRAWINGS\230127-01_SITE01.DWG Plot Date: 4/17/2024 10:01 AM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:
Pavement Engineering Inc.
You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL 2023 PAVEMENT REHABILITATION PROJECT
CITY OF SEASIDE APRIL 2024 230127 of JOSEPH L . R I R I E C52735 Exp. 12-31-24 C I V I L S T A T E O F CA L I FOR N I A REG I STERED PRO F E S S I O NA L ENG I NEER MATCHLINE - SEE SHEET 6
BASE BID - GRANDVIEW STREET
LUXTON STREET TO ORD GROVE AVENUE 1"=30' BM, JL 5 BORING LOG NO. AC AB ASB R-VALUE FABRIC (Y/N) C9 0.25" 7" - 13 N C10 0.25" 7" - - N *CORING DATA IS FOR INFORMATION ONLY. EXISTING SECTION MAY VARY FROM SECTION(S) FOUND AT CORING LOCATION(S). FABRIC MAY BE PRESENT IN SECTIONS EVEN IF NOT FOUND AT CORING LOCATION(S). 1CONSTRUCTION NOTES (SHEET 5): LOWER UTILITY COVER PRIOR TO COLD PLANE. 36 LEGEND BORING LOCATION WATER VALVE BLUE RETROREFLECTIVE PAVEMENT MARKER REMOVE & REPLACE 4" HMA 12" WHITE LIMIT LINE (THERMO) XX WLLSCO SEWER CLEANOUT (EX.) FIRE HYDRANT (EX.) BRPM TYPE A2 KEYCUT REMOVE & REPLACE PCC CURB & GUTTER REMOVE & REPLACE PCC SIDEWALK TYPE B3 KEYCUT (D=STORM DRAIN, S=SEWER, T=AT&T) X MANHOLE COVER X/YY CURB PAINT COLOR "X" (B=BLUE, R=RED, Y=YELLOW) / CURB PAINT LENGTH "YY" (LF) X# ACCESSIBILITY IMPROVEMENT NO. "#" SEE ENLARGEMENT "X" FOR APPROXIMATE PROPERTY BOUNDARY APPROXIMATE P.U.E. LINE PROPERTY ADDRESS XX Packet Page 310
ORD GROVE
AVENUE
METZ AVENUE
S S D
S GRANDVIEW STREET
WLL H16 H15 C11 C12
1 WLL
20'
20' 1321 2015 2035 2045 2065 2040 1332 2000 1325 1333 1341 1349 CIRCLE AVENUE KEYCUT A2 (TYP.) TYPICAL SECTION NO. 3 KEYCUT B3 (TYP.) KEYCUT B3 (TYP.) R&R PCC C&G (~15 LF) R&R PCC SW (~68 SF) EXISTING CHANGE OF PAVEMENT EXISTING CHANGE OF PAVEMENT EXISTING CHANGE OF PAVEMENT 20' J20 1
1 J19 3 I17 I18 1 TYPICAL SECTION NO. 3 KEYCUT B3 (TYP.) GRANDVIEW STREET 2 1989 1320 1990 1996
4 NTS REMOVE & REPLACE 4" HMA REMOVE 4" PAVEMENT NOTES: 1. RECOMPACT LOOSENED MATERIAL AT SURFACE. IF CONTRACTOR DISTURBS MORE THAN 1-1/2" OF MATERIAL, SUBGRADE SHALL BE RECOMPACTED TO 95% R.C. 2. HMA MAY BE REPLACED IN A SINGLE 4" LIFT IF REPAIR IS LOCATED UNDER AN OVERLAY. 3. WHERE REMOVE & REPLACE HMA AREAS ARE LOCATED UNDER A KEYCUT, CONTRACTOR TO REMOVE 4" OF HMA BELOW KEYCUT SURFACE. PLACE 2" HMA BASE COURSE & 2" HMA SURFACE COURSE SEE NOTE 1 TACK COAT ALL VERTICAL EDGES PRIOR TO PAVING EX, PAVEMENT, GUTTER LIP OR SPANDREL NTS TYPICAL SECTION NO. 3 6' KEYCUT A2 6' KEYCUT A2 5-3/4" 3" 3" TAPER LEVELING COURSE OVER WIDTH OF KEYCUT TO 0" THICKNESS, 3" FROM GUTTER LIP (TYP.) 1-3/4" 4" 1-3/4" HMA SURFACE COURSE 3/4" LEVELING COURSE REMOVE & REPLACE 4" HMA ; SEE PLAN FOR LOCATIONS KEYCUT - TYPE A2 LONGITUDINAL KEYCUTNTS 6' EX. CURB & GUTTER 1-3/4" REMOVE EX. PAVEMENT EX. PAVEMENT SURFACE 15' KEYCUT - TYPE B3 TRANSVERSE KEYCUTNTS EX. PAVEMENT OR CROSS GUTTER 2-1/2" EX. PAVEMENT SURFACEREMOVE EX. PAVEMENT Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\SEASIDE, CITY OF\230127\TASK 01\DRAWINGS\230127-01_SITE01.DWG Plot Date: 4/17/2024 10:01 AM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:
Pavement Engineering Inc.
You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL 2023 PAVEMENT REHABILITATION PROJECT
CITY OF SEASIDE APRIL 2024 230127 of
JOSEPH L . R I R I E C52735 Exp. 12-31-24 C I V I L
S T A T E
O F CA L I FOR N I A
REG I STERED PRO F E S S I O NA L ENG I NEER
MATCHLINE - SEE SHEET 5
BASE BID - GRANDVIEW STREET
ORD GROVE AVENUE TO CIRCLE AVENUE 1"=30' BM,JL
6 BORING LOG NO. AC AB ASB R-VALUE FABRIC (Y/N) C11 0.5" 6.5" - 27 N C12 0.25" 4"
6 - N *CORING DATA IS FOR INFORMATION ONLY. EXISTING SECTION MAY VARY FROM SECTION(S) FOUND AT CORING LOCATION(S). FABRIC MAY BE PRESENT IN SECTIONS EVEN IF NOT FOUND AT CORING LOCATION(S). 1CONSTRUCTION NOTES (SHEET
6): LOWER UTILITY COVER PRIOR TO COLD PLANE. REMOVE EXISTING CROSS GUTTER & CONSTRUCT PCC CROSS GUTTER PER CITY OF SEASIDE STANDARD DRAWING S-106. SEE SHEET 21 FOR ADDITIONAL INFORMATION. PROTECT IN PLACE EXISTING AC BERM. INSTALL WHITE CONTINENTAL CROSSWALK. BARS SHALL BE 10 LF, 24" WIDE SPACED @ 4' ON CENTER. 2 3 36 LEGEND BORING LOCATION WATER VALVE REMOVE & REPLACE 4" HMA 12" WHITE LIMIT LINE (THERMO) XX WLL TYPE A2 KEYCUT REMOVE & REPLACE PCC CURB & GUTTER CONSTRUCT PCC VALLEY GUTTER TYPE B3 KEYCUT (D=STORM DRAIN, S=SEWER, T=AT&T) X MANHOLE COVER X# ACCESSIBILITY IMPROVEMENT NO. "#" SEE ENLARGEMENT "X" FOR APPROXIMATE PROPERTY BOUNDARY APPROXIMATE P.U.E. LINE XX PROPERTY ADDRESS 4 REMOVE & REPLACE PCC SIDEWALK /
Packet Page 311
BRPM BROADWAY AVENUE
S
S
1 1 C13 KEYCUT B1 KEYCUT A1 (TYP.) R/15 BRPM
WLL KEYCUT B1 18'
1 EXISTING CHANGE OF PAVEMENT 15 ' FROM CURB RETURN HARDING STREET (ONE WAY - SOUTHBOUND) TYPICAL SECTION NO. 1 KEYCUT A1 (TYP.) KEYCUT B1 ELM AVENUE 1467 1513 1531 1541 1565 1577 1589 1599 1576 1588 1482 1524 1542 1564 1500 1512 1602 1608 1610 1614 1601 1609 1615 HARDING STREET (ONE WAY - SOUTHBOUND) 1 5 TYPICAL SECTION NO. 1
MINGO AVENUE
D BRPM
S C15 TYPICAL SECTION NO. 1 KEYCUT A1 (TYP.) KEYCUT B1
S R/21 R&R 4" HMA R&R 4" HMA (~11'X13') (~6'X5') C16 KEYCUT B1 (TYP.) CB 1614 1620 1630 1648 1656 1662 1666 1670 1674 1680 1688 1696 1665 1669 1673 1677 1681 1693 1474 1621 1625 1631 1641 1645 1655 2 HARDING STREET (ONE WAY - SOUTHBOUND) DARWIN PLACE K21 K22 1 1 1
3 4
S R&R 4" HMA (~150 SF)
6 7 NTS REMOVE & REPLACE 4" HMA REMOVE 4" PAVEMENT NOTES: 1. RECOMPACT LOOSENED MATERIAL AT SURFACE. IF CONTRACTOR DISTURBS MORE THAN 1-1/2" OF MATERIAL, SUBGRADE SHALL BE RECOMPACTED TO 95% R.C. 2. HMA MAY BE REPLACED IN A SINGLE 4" LIFT IF REPAIR IS LOCATED UNDER AN OVERLAY. 3. WHERE REMOVE & REPLACE HMA AREAS ARE LOCATED UNDER A KEYCUT, CONTRACTOR TO REMOVE 4" OF HMA BELOW KEYCUT SURFACE. PLACE 2" HMA BASE COURSE & 2" HMA SURFACE COURSE SEE NOTE 1 TACK COAT ALL VERTICAL EDGES PRIOR TO PAVING EX, PAVEMENT, GUTTER LIP OR SPANDREL KEYCUT - TYPE A1 LONGITUDINAL KEYCUTNTS 5' EX. CURB & GUTTER 1-3/4" REMOVE EX. PAVEMENT EX. PAVEMENT SURFACE 15' KEYCUT - TYPE B1 TRANSVERSE KEYCUTNTS EX. PAVEMENT OR CROSS GUTTER 2-1/4" EX. PAVEMENT SURFACEREMOVE EX. PAVEMENT NTS TYPICAL SECTION NO. 1 5' KEYCUT A1 5' KEYCUT A1 5-3/4" 3" 3" TAPER LEVELING COURSE OVER WIDTH OF KEYCUT TO 0" THICKNESS, 3" FROM GUTTER LIP (TYP.) 1-3/4" 4" 1-3/4" HMA SURFACE COURSE 1/2" LEVELING COURSE REMOVE & REPLACE 4" HMA ; SEE PLAN FOR LOCATIONS Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\SEASIDE, CITY OF\230127\TASK 01\DRAWINGS\230127-01_SITE01.DWG Plot Date: 4/17/2024 10:02 AM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:
Pavement Engineering Inc.
You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL 2023 PAVEMENT REHABILITATION PROJECT
CITY OF SEASIDE APRIL 2024 230127 of
JOSEPH L . R I R I E C52735 Exp. 12-31-24 C I V I L
S T A T E
O F CA L I FOR N I A
REG I STERED PRO F E S S I O NA L ENG I NEER
MATCHLINE - SEE ABOVE RIGHT
MATCHLINE - SEE BELOW LEFT
BASE BID - HARDING STREET
ELM AVENUE TO MINGO AVENUE 1"=30' BM, JL
7 BORING LOG NO. AC FABRIC (Y/N) C13 2.25"
N C14 2.25"N C15 2.25"N C16 2.5"N *CORING DATA IS FOR INFORMATION ONLY. EXISTING SECTION MAY VARY FROM SECTION(S) FOUND AT CORING LOCATION(S). FABRIC MAY BE PRESENT IN SECTIONS EVEN IF NOT FOUND AT CORING LOCATION(S). 1CONSTRUCTION NOTES (SHEET
7): LOWER UTILITY COVER PRIOR TO COLD PLANE. PROTECT IN PLACE EXISTING PG&E VAULT DURING COLD PLANING. REMOVE & REPLACE PCC CROSS GUTTER PER CITY OF SEASIDE STANDARD DRAWING S-106. PRIOR TO CONCRETE IMPROVEMENTS, LOWER UTILITY COVER. SEE CORRESPONDING ENLARGEMENT FOR MORE INFORMATION. RECONSTRUCT R.C.P. PIPE & HEADWALL PER ENLARGEMENT U ON SHEET 34. REPAIR EXISTING BREAK IN SANITARY SEWER LINE @ APPROXIMATE LOCATION SHOWN. SEWER DISTRICT TO IDENTIFY LOCATION OF REPAIR PRIOR TO CONSTRUCTION. SEE DETAILS ON SHEET 36 FOR ADDITIONAL INFORMATION. SEE SHEET 24 FOR ADDITIONAL INFORMATION ON REGRADING. 2 3 C14 CBCB 36 LEGEND BORING LOCATION WATER VALVE BLUE RETROREFLECTIVE PAVEMENT MARKER SURVEY MONUMENT REMOVE & REPLACE 4" HMA CALTRANS STRIPING DETAIL "XX" 12" WHITE LIMIT LINE (THERMO) XX WLL FIRE HYDRANT (EX.) BRPM ELECTRICAL VAULT COVER TYPE A1 KEYCUT REMOVE & REPLACE PCC CROSS GUTTER TYPE B1 KEYCUT (D=STORM DRAIN, S=SEWER, T=AT&T) X MANHOLE COVER X/YY CURB PAINT COLOR "X" (B=BLUE, R=RED, Y=YELLOW) / CURB PAINT LENGTH "YY" (LF) X#CB CATCH BASIN (EX.) GI GRATE INLET (NEW) ACCESSIBILITY IMPROVEMENT NO. "#" SEE ENLARGEMENT "X" FOR APPROXIMATE PROPERTY BOUNDARY APPROXIMATE P.U.E. LINE 4 XX PROPERTY ADDRESS
5 6
7 REMOVE, REGRADE, & PLACE 6" HMA
Packet Page 312
BRPM D D S S S SAN PABLO AVENUE
LA SALLE AVENUE LINCOLN STREET
WLLS R&R 4" HMA (~6'X6') C17 TYPICAL SECTION NO. 1 KEYCUT A1 (TYP.) R&R 4" HMA (~13'X40') R&R 4" HMA (~13'X26') R&R 4" HMA (~6'X6') L24 L23 1 1 1 1 KEYCUT B1 (TYP.) CB CB SCO (ONE WAY - NORTHBOUND) 2 1808 1816 1824 1832 1844 1864 1872 1880 1892 1896 1793 1817 1829 1841 1849 1857 1869 1881 1889 1895 1899 CB BRPM 3 4 R/26 R/17 R/27 R/7 KEYCUT B1 (TYP.) NTS REMOVE & REPLACE 4" HMA REMOVE 4" PAVEMENT NOTES: 1. RECOMPACT LOOSENED MATERIAL AT SURFACE. IF CONTRACTOR DISTURBS MORE THAN 1-1/2" OF MATERIAL, SUBGRADE SHALL BE RECOMPACTED TO 95% R.C. 2. HMA MAY BE REPLACED IN A SINGLE 4" LIFT IF REPAIR IS LOCATED UNDER AN OVERLAY. 3. WHERE REMOVE & REPLACE HMA AREAS ARE LOCATED UNDER A KEYCUT, CONTRACTOR TO REMOVE 4" OF HMA BELOW KEYCUT SURFACE. PLACE 2" HMA BASE COURSE & 2" HMA SURFACE COURSE SEE NOTE 1 TACK COAT ALL VERTICAL EDGES PRIOR TO PAVING EX, PAVEMENT, GUTTER LIP OR SPANDREL NTS TYPICAL SECTION NO. 1 5' KEYCUT A1 5' KEYCUT A1 5-3/4" 3" 3" TAPER LEVELING COURSE OVER WIDTH OF KEYCUT TO 0" THICKNESS, 3" FROM GUTTER LIP (TYP.) 1-3/4" 4" 1-3/4" HMA SURFACE COURSE 1/2" LEVELING COURSE REMOVE & REPLACE 4" HMA ; SEE PLAN FOR LOCATIONS KEYCUT - TYPE A1 LONGITUDINAL KEYCUTNTS 5' EX. CURB & GUTTER 1-3/4" REMOVE EX. PAVEMENT EX. PAVEMENT SURFACE 15' KEYCUT - TYPE B1 TRANSVERSE KEYCUTNTS EX. PAVEMENT OR CROSS GUTTER 2-1/4" EX. PAVEMENT SURFACEREMOVE EX. PAVEMENT Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\SEASIDE, CITY OF\230127\TASK 01\DRAWINGS\230127-01_SITE02.DWG Plot Date: 4/17/2024 10:00 AM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:
Pavement Engineering Inc.
You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL 2023 PAVEMENT REHABILITATION PROJECT
CITY OF SEASIDE APRIL 2024 230127 of JOSEPH L . R I R I E C52735 Exp. 12-31-24 C I V I L S T A T E O F CA L I FOR N I A REG I STERED PRO F E S S I O NA L ENG I NEER
BASE BID - LINCOLN STREET
SAN PABLO AVENUE TO LA SALLE AVENUE 36 1"=30' BM,JL BORING LOG NO. AC FABRIC (Y/N) C17 3" N C18 2" N *CORING DATA IS FOR INFORMATION ONLY. EXISTING SECTION MAY VARY FROM SECTION(S) FOUND AT CORING LOCATION(S). FABRIC MAY BE PRESENT IN SECTIONS EVEN IF NOT FOUND AT CORING LOCATION(S). 1CONSTRUCTION NOTES (SHEET 8): LOWER UTILITY COVER PRIOR TO COLD PLANE. PRIOR TO CONCRETE IMPROVEMENTS, LOWER UTILITY COVER. SEE CORRESPONDING ENLARGEMENT FOR MORE INFORMATION. SEE SHEET 25 FOR ADDITIONAL INFORMATION ON REGRADING. INSTALL YELLOW CONTINENTAL CROSSWALK. BARS SHALL BE 10 LF, 24" WIDE SPACED @ 4' ON CENTER. 8 C18 LEGEND BORING LOCATION WATER VALVE BLUE RETROREFLECTIVE PAVEMENT MARKER SURVEY MONUMENT REMOVE & REPLACE 4" HMA 12" WHITE LIMIT LINE (THERMO) XX WLL SCO SEWER CLEANOUT (EX.) FIRE HYDRANT (EX.) BRPM TYPE A1 KEYCUT TYPE B1 KEYCUT (D=STORM DRAIN, S=SEWER, T=AT&T) X MANHOLE COVER X/YY CURB PAINT COLOR "X" (B=BLUE, R=RED, Y=YELLOW) / CURB PAINT LENGTH "YY" (LF) CB CATCH BASIN (EX.) 2 YZ YELLOW CONTINENTAL CROSSWALK (THERMO) ACCESSIBILITY IMPROVEMENT NO. "#" X# SEE ENLARGEMENT "X" FOR XX PROPERTY ADDRESS APPROXIMATE PROPERTY BOUNDARY REMOVE, REGRADE, & PLACE 6" HMA 34 Packet Page 313
D
S MH MH
HILBY AVENUE SCO SCO BRPM SCO C19 C20 M25M26 N27 N28
2 KEYCUT B1 KEYCUT B1 R/20 R/15 R/18 KEYCUT B1
GI CB
3 1431 1292 1296 1421 1289 1291 1293 1299
1 1
1 KEYCUT A1 (TYP.) TYPICAL SECTION NO.1 KEYCUT A1 (TYP.) R&R HMA TRANSITION @ DRIVEWAY (~11 LF) 1265 1269 1275 1420 WANDA AVENUE 1421 1213 1221 1229 1237 1249 1257 1431 1212 1224 1232 1244 1252 1260 1268 1274 1276 R&R HMA TRANSITION @ DRIVEWAY (~33 LF) R&R HMA TRANSITION @ DRIVEWAY (~17 LF) R&R HMA TRANSITION @ DRIVEWAY (~16 LF)R&R HMA TRANSITION @ DRIVEWAY (~8 LF) R&R HMA TRANSITION @ DRIVEWAY (~21 LF) R&R HMA TRANSITION @ DRIVEWAY (~14 LF) R&R HMA TRANSITION R&R HMA DIKE @ DRIVEWAY (~16 LF) (~5 LF) 15' FROM CURB RETURN WARING STREET (ONE WAY - NORTHBOUND) TYPICAL SECTION NO. 1 R&R HMA TRANSITION @ DRIVEWAY (~19 LF) R/11 R/6 BRPM 4 WLL
GI
1 1 KEYCUT B1
6 S WLL S GV
1 C21 C22 KEYCUT B1 KEYCUT A1 (TYP.) O29
1 BRPM R/11 R&R 4" HMA (~6'X8') BRPM
CB
3 1421 1419 1431 1443 1455 1467 1479 1485 1300 1324 1336 1342 1354 1366 1378 1390 1398 1450 1301 1313 1331 1349 1355 1373 1385 1399 WARING STREET O30 (ONE WAY - NORTHBOUND) TYPICAL SECTION NO. 1 R&R HMA TRANSITION @ DRIVEWAY (~8 LF) R&R 4" HMA (~8'X8') 2 SONOMA AVENUE
1 4
1 5 WLL NTS REMOVE & REPLACE 4" HMA REMOVE 4" PAVEMENT NOTES: 1. RECOMPACT LOOSENED MATERIAL AT SURFACE. IF CONTRACTOR DISTURBS MORE THAN 1-1/2" OF MATERIAL, SUBGRADE SHALL BE RECOMPACTED TO 95% R.C. 2. HMA MAY BE REPLACED IN A SINGLE 4" LIFT IF REPAIR IS LOCATED UNDER AN OVERLAY. 3. WHERE REMOVE & REPLACE HMA AREAS ARE LOCATED UNDER A KEYCUT, CONTRACTOR TO REMOVE 4" OF HMA BELOW KEYCUT SURFACE. PLACE 2" HMA BASE COURSE & 2" HMA SURFACE COURSE SEE NOTE 1 TACK COAT ALL VERTICAL EDGES PRIOR TO PAVING EX, PAVEMENT, GUTTER LIP OR SPANDREL KEYCUT - TYPE A1 LONGITUDINAL KEYCUTNTS 5' EX. CURB & GUTTER 1-3/4" REMOVE EX. PAVEMENT EX. PAVEMENT SURFACE 15' KEYCUT - TYPE B1 TRANSVERSE KEYCUTNTS EX. PAVEMENT OR CROSS GUTTER 2-1/4" EX. PAVEMENT SURFACEREMOVE EX. PAVEMENT NTS TYPICAL SECTION NO. 1 5' KEYCUT A1 5' KEYCUT A1 5-3/4" 3" 3" TAPER LEVELING COURSE OVER WIDTH OF KEYCUT TO 0" THICKNESS, 3" FROM GUTTER LIP (TYP.) 1-3/4" 4" 1-3/4" HMA SURFACE COURSE 1/2" LEVELING COURSE REMOVE & REPLACE 4" HMA ; SEE PLAN FOR LOCATIONS Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\SEASIDE, CITY OF\230127\TASK 01\DRAWINGS\230127-01_SITE02.DWG Plot Date: 4/17/2024 10:01 AM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:
Pavement Engineering Inc.
You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL 2023 PAVEMENT REHABILITATION PROJECT
CITY OF SEASIDE APRIL 2024 230127 of
JOSEPH L . R I R I E C52735 Exp. 12-31-24 C I V I L
S T A T E
O F CA L I FOR N I A
REG I STERED PRO F E S S I O NA L ENG I NEER
MATCHLINE - SEE ABOVE RIGHT
MATCHLINE - SEE SHEET 10 MATCHLINE - SEE BELOW LEFT
BASE BID - WARING STREET
HILBY AVENUE TO ~120 LF S/O ELM AVENUE 36 1"=30' BM,JL BORING LOG NO. AC FABRIC (Y/N) C19 2.25" N C20 2"N C21 1.75"N C22 2.25"N *CORING DATA IS FOR INFORMATION ONLY. EXISTING SECTION MAY VARY FROM SECTION(S) FOUND AT CORING LOCATION(S). FABRIC MAY BE PRESENT IN SECTIONS EVEN IF NOT FOUND AT CORING LOCATION(S). 1CONSTRUCTION NOTES (SHEET
9): LOWER UTILITY COVER PRIOR TO COLD PLANE. REMOVE & REFRESH ADDRESS STENCIL. FOUND EXISTING 10" SPIKE PER RECORD OF SURVEY VOLUME 14 PAGE 60. RESET WITH CENTERLINE MONUMENT IN WELL PER CITY OF SEASIDE STANDARD DETAIL S-802 "CONCRETE MONUMENT". RECORD WITH CITY. INSTALL WHITE CONTINENTAL CROSSWALK. BARS SHALL BE 10 LF, 24" WIDE SPACED @ 4' ON CENTER. REMOVE EXISTING HARDSCAPE MATERIAL BEHIND AC BERM AT CORNER. CONSTRUCT PCC CROSS GUTTER PER CITY OF SEASIDE STANDARD DRAWING S-106. SEE SHEET 27 FOR ADDITIONAL INFORMATION. 2 9 EX. HMA DIKE ALTERNATIVE PAVEMENT EDGE 1-3/4"" LEGEND BORING LOCATION WATER VALVE BLUE RETROREFLECTIVE PAVEMENT MARKER SURVEY MONUMENT REMOVE & REPLACE 4" HMA 12" WHITE LIMIT LINE (THERMO) XX WLL WSCO SEWER CLEANOUT (EX.) FIRE HYDRANT (EX.) BRPM 12" WHITE CROSSWALK LINE (THERMO) TYPE A1 KEYCUT TYPE B1 KEYCUT (D=STORM DRAIN, S=SEWER, T=AT&T) X MANHOLE COVER MH "SILENT KNIGHT" MANHOLE COVER SEE DETAIL ON SHEET 10 REMOVE & REPLACE TYPE "F" HMA DIKE X/YY CURB PAINT COLOR "X" (B=BLUE, R=RED, Y=YELLOW) / CURB PAINT LENGTH "YY" (LF) YZ YELLOW CONTINENTAL CROSSWALK (THERMO) X#CB CATCH BASIN (EX.) GI GRATE INLET (NEW)
R PRUNE & REMOVE TREE ROOTS GV GAS VALVE
3 ACCESSIBILITY IMPROVEMENT NO. "#" SEE ENLARGEMENT "X" FOR APPROXIMATE PROPERTY BOUNDARY XX PROPERTY ADDRESS REMOVE & REPLACE TRANSITION @ DRIVEWAY 4 5 CONSTRUCT PCC CROSS GUTTER
6 Packet Page 314
BRPM S ELM AVENUE
BROADWAY AVENUE BRPM R&R 4" HMA (~6'X6') SCO C23 KEYCUT B1 Q33 2 1 KEYCUT B1 R R&R PCC TRANSITION @ DRIVEWAY (~20 LF) WLL 15' FROM CURB RETURN 1501 1509 1525 1543 1571 1583 1589 1597 1500 1508 1518 1530 1542 WLL 1440 1 2 2 2 2 TYPICAL SECTION NO. 1 R&R HMA TRANSITION @ DRIVEWAY (~21 LF) P31 P32 Y/60 R/20 KEYCUT A1 (TYP.) 3 1485 1424 1559 R&R PCC TRANSITION @ DRIVEWAY (~20 LF) WARING STREET (ONE WAY - NORTHBOUND) 1450 4 NTS REMOVE & REPLACE 4" HMA REMOVE 4" PAVEMENT NOTES: 1. RECOMPACT LOOSENED MATERIAL AT SURFACE. IF CONTRACTOR DISTURBS MORE THAN 1-1/2" OF MATERIAL, SUBGRADE SHALL BE RECOMPACTED TO 95% R.C. 2. HMA MAY BE REPLACED IN A SINGLE 4" LIFT IF REPAIR IS LOCATED UNDER AN OVERLAY. 3. WHERE REMOVE & REPLACE HMA AREAS ARE LOCATED UNDER A KEYCUT, CONTRACTOR TO REMOVE 4" OF HMA BELOW KEYCUT SURFACE. PLACE 2" HMA BASE COURSE & 2" HMA SURFACE COURSE SEE NOTE 1 TACK COAT ALL VERTICAL EDGES PRIOR TO PAVING EX, PAVEMENT, GUTTER LIP OR SPANDREL KEYCUT - TYPE A1 LONGITUDINAL KEYCUTNTS 5' EX. CURB & GUTTER 1-3/4" REMOVE EX. PAVEMENT EX. PAVEMENT SURFACE 15' KEYCUT - TYPE B1 TRANSVERSE KEYCUTNTS EX. PAVEMENT OR CROSS GUTTER 2-1/4" EX. PAVEMENT SURFACEREMOVE EX. PAVEMENT NTS TYPICAL SECTION NO. 1 5' KEYCUT A1 5' KEYCUT A1 5-3/4" 3" 3" TAPER LEVELING COURSE OVER WIDTH OF KEYCUT TO 0" THICKNESS, 3" FROM GUTTER LIP (TYP.) 1-3/4" 4" 1-3/4" HMA SURFACE COURSE 1/2" LEVELING COURSE REMOVE & REPLACE 4" HMA ; SEE PLAN FOR LOCATIONS Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\SEASIDE, CITY OF\230127\TASK 01\DRAWINGS\230127-01_SITE02.DWG Plot Date: 4/17/2024 10:00 AM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:
Pavement Engineering Inc.
You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL 2023 PAVEMENT REHABILITATION PROJECT
CITY OF SEASIDE APRIL 2024 230127 of JOSEPH L . R I R I E C52735 Exp. 12-31-24 C I V I L S T A T E O F CA L I FOR N I A REG I STERED PRO F E S S I O NA L ENG I NEER MATCHLINE - SEE SHEET 9
BASE BID - WARING STREET
~120LF S/O ELM AVENUE TO BROADWAY AVENUE 10 36 1"=30' BM,JL BORING LOG NO. AC FABRIC (Y/N) C23 2" N *CORING DATA IS FOR INFORMATION ONLY. EXISTING SECTION MAY VARY FROM SECTION(S) FOUND AT CORING LOCATION(S). FABRIC MAY BE PRESENT IN SECTIONS EVEN IF NOT FOUND AT CORING LOCATION(S). 1CONSTRUCTION NOTES (SHEET 10): LOWER UTILITY COVER PRIOR TO COLD PLANE. REMOVE & REFRESH ADDRESS STENCIL. FOUND EXISTING 10" SPIKE PER RECORD OF SURVEY VOLUME 14 PAGE 60. RESET WITH CENTERLINE MONUMENT IN WELL PER CITY OF SEASIDE STANDARD DETAIL S-802 "CONCRETE MONUMENT". RECORD WITH CITY. INSTALL WHITE CONTINENTAL CROSSWALK. BARS SHALL BE 10 LF, 24" WIDE SPACED @ 4' ON CENTER. 2 EX. HMA DIKE ALTERNATIVE PAVEMENT EDGE 1-3/4"" LEGEND BORING LOCATION WATER VALVE BLUE RETROREFLECTIVE PAVEMENT MARKER SURVEY MONUMENT REMOVE & REPLACE 4" HMA 12" WHITE LIMIT LINE (THERMO) XX WLL W SCO SEWER CLEANOUT (EX.) FIRE HYDRANT (EX.) BRPM 12" WHITE CROSSWALK LINE (THERMO) TYPE A1 KEYCUT TYPE B1 KEYCUT (D=STORM DRAIN, S=SEWER, T=AT&T) X MANHOLE COVER SEE DETAIL ON THIS SHEET X/YY CURB PAINT COLOR "X" (B=BLUE, R=RED, Y=YELLOW) / CURB PAINT LENGTH "YY" (LF) X#R PRUNE & REMOVE TREE ROOTS 3 ACCESSIBILITY IMPROVEMENT NO. "#" SEE ENLARGEMENT "X" FOR APPROXIMATE PROPERTY BOUNDARY XX PROPERTY ADDRESS TRANSITION @ DRIVEWAY EX. HMA DIKE 18" PROPOSED TRANSITION @ DRIVEWAY (MATCH EXISTING MATERIAL) REMOVE & REPLACE TRANSITION @ DRIVEWAY NTS 4 Packet Page 315
S
D BRPM C24 1637 1655 1659 1667 TYPICAL SECTION NO. 2 KEYCUT B1 KEYCUT A2 (TYP). KEYCUT A2 (TYP.) R&R PCC C&G (~30 LF) R&R PCC SW (~150 SF) S37 S38 9 MENDOCINO STREET MARTIN LUTHER KING JR. SCHOOL OF THE ARTS BRPM S
S YOSEMITE STREET KEYCUT A2 (TYP.) SCO C25 C26 T39 T41 T40 1 25' EXISTING CHANGE OF PAVEMENT
VILLANOVA COURT 1675
5 3
7 1664 1693 1667
1 R/25 R/25 KEYCUT B2 TYPICAL SECTION NO. 2
MINGO AVENUE MARTIN LUTHER KING JR. SCHOOL OF THE ARTS NTS REMOVE & REPLACE 4" HMA REMOVE 4" PAVEMENT NOTES: 1. RECOMPACT LOOSENED MATERIAL AT SURFACE. IF CONTRACTOR DISTURBS MORE THAN 1-1/2" OF MATERIAL, SUBGRADE SHALL BE RECOMPACTED TO 95% R.C. 2. HMA MAY BE REPLACED IN A SINGLE 4" LIFT IF REPAIR IS LOCATED UNDER AN OVERLAY. 3. WHERE REMOVE & REPLACE HMA AREAS ARE LOCATED UNDER A KEYCUT, CONTRACTOR TO REMOVE 4" OF HMA BELOW KEYCUT SURFACE. PLACE 2" HMA BASE COURSE & 2" HMA SURFACE COURSE SEE NOTE 1 TACK COAT ALL VERTICAL EDGES PRIOR TO PAVING EX, PAVEMENT, GUTTER LIP OR SPANDREL NTS TYPICAL SECTION NO. 2 6' KEYCUT A2 6' KEYCUT A2 5-3/4" 3" 3" TAPER LEVELING COURSE OVER WIDTH OF KEYCUT TO 0" THICKNESS, 3" FROM GUTTER LIP (TYP.) 1-3/4" 4" 1-3/4" HMA SURFACE COURSE 1/2" LEVELING COURSE REMOVE & REPLACE 4" HMA ; SEE PLAN FOR LOCATIONS 15' KEYCUT - TYPE B1 TRANSVERSE KEYCUTNTS EX. PAVEMENT OR CROSS GUTTER 2-1/4" EX. PAVEMENT SURFACEREMOVE EX. PAVEMENT KEYCUT - TYPE A2 LONGITUDINAL KEYCUTNTS 6' EX. CURB & GUTTER 1-3/4" REMOVE EX. PAVEMENT EX. PAVEMENT SURFACE 25' KEYCUT - TYPE B2 TRANSVERSE KEYCUTNTS EX. PAVEMENT OR CROSS GUTTER 2-1/4" EX. PAVEMENT SURFACEREMOVE EX. PAVEMENT
S YOSEMITE STREET SCO
5 7 R35
VELERTON COURT R36 R&R PCC C&G (~4 LF) R&R PCC SW (~20 SF) BROADWAY AVENUE R/10 D
YZ 1605 1609 1615
3 1635 R&R PCC C&G (~16 LF) R&R PCC C&G (~16 LF) R&R 4" HMA (~8'X15') R34 R/9 R&R PCC C&G R/63 KEYCUT B1 Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\SEASIDE, CITY OF\230127\TASK 01\DRAWINGS\230127-01_SITE02.DWG Plot Date: 4/17/2024 10:01 AM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:
Pavement Engineering Inc.
You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL 2023 PAVEMENT REHABILITATION PROJECT
CITY OF SEASIDE APRIL 2024 230127 of
JOSEPH L . R I R I E C52735 Exp. 12-31-24 C I V I L
S T A T E
O F CA L I FOR N I A
REG I STERED PRO F E S S I O NA L ENG I NEER
MATCHLINE - SEE ABOVE RIGHT
MATCHLINE - SEE BELOW LEFT
BID ALTERNATE 1 - YOSEMITE STREET
BROADWAY AVENUE TO ~70 LF S/O MINGO AVENUE 11 36 1"=30' BM,JL BORING LOG NO. AC FABRIC (Y/N) C24 2" N C25 2"N C26 1.5"N *CORING DATA IS FOR INFORMATION ONLY. EXISTING SECTION MAY VARY FROM SECTION(S) FOUND AT CORING LOCATION(S). FABRIC MAY BE PRESENT IN SECTIONS EVEN IF NOT FOUND AT CORING LOCATION(S). 1CONSTRUCTION NOTES (SHEET 11): LOWER UTILITY COVER PRIOR TO COLD PLANE. LEGEND BORING LOCATION WATER VALVE BLUE RETROREFLECTIVE PAVEMENT MARKER SURVEY MONUMENT REMOVE & REPLACE 4" HMA CALTRANS STRIPING DETAIL "XX" XXSCO SEWER CLEANOUT (EX.) FIRE HYDRANT (EX.) BRPM TYPE A2 KEYCUT REMOVE & REPLACE PCC CURB & GUTTER REMOVE & REPLACE PCC SIDEWALK TYPE B1 KEYCUT (D=STORM DRAIN, S=SEWER, T=AT&T) X MANHOLE COVER TYPE B2 KEYCUT X/YY CURB PAINT COLOR "X" (B=BLUE, R=RED, Y=YELLOW) / CURB PAINT LENGTH "YY" (LF) YZ YELLOW LADDER CROSSWALK (THERMO) X# ACCESSIBILITY IMPROVEMENT NO. "#" SEE ENLARGEMENT "X" FOR APPROXIMATE PROPERTY BOUNDARY APPROXIMATE P.U.E. LINE XX PROPERTY ADDRESS Packet Page 316
FLORES STREET CP28 CP24 A1 A2 B4B3 C5 C6 D7 E9
BROADWAY AVENUE FLORES PLACE MINGO AVENUE HARDING PLACE SAN PABLO AVENUE LA SALLE AVENUE CP22D8 E10 CP27 CP23 K22 K21 CP29
HILBY AVENUE WANDA AVENUE SONOMA AVENUE ELM AVENUE F12F11 P31 Q33 P32 O29 O30 M25 N27 M26 N28 CP41 CP42 CP32 CP44 CP45 CP43 CP33 CP30 CP31 CP35 CP36 CP38 CP37 CP39 CP40 DARWIN PLACE ELM AVENUE HARDING STREET WARING STREET CP34 CP12 CP13 CP11 L23 L24 LINCOLN STREET SAN PABLO AVENUE LA SALLE AVENUE MENDOCINO STREET CP15 CP14 CP16 CP17 CP18 CP19 T39 T41 YOSEMITE STREET VELERTON COURT VILLANOVA COURT MINGO
AVENUE BROADWAY AVENUE R34 R36 S37 S38R35 T40 LUXTON STREET CP2 CP1 CP3 CP4 CP5 CP6 CP8 J19 J20 I17 I18 H15 H16 G14 G13 GRANDVIEW STREET CP7
ORD GROVE
AVENUE
METZ AVENUE
CIRCLE AVENUE
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\SEASIDE, CITY OF\230127\TASK 01\DRAWINGS\230127-01_CONTROL POINT MAP.DWG Plot Date: 4/17/2024 10:02 AM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:
Pavement Engineering Inc.
You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL 2023 PAVEMENT REHABILITATION PROJECT
CITY OF SEASIDE APRIL 2024 230127 of JOSEPH L . R I R I E C52735 Exp. 12-31-24 C I V I L S T A T E O F CA L I FOR N I A REG I STERED PRO F E S S I O NA L ENG I NEER LEGEND X# CP# FOR ADDITIONAL INFORMATION. CONTROL POINT NO. "#". SEE TABLE LINCOLN STREET LOCATION MAP 1" = 100' GRANDVIEW STREET LOCATION MAP 1" = 100' YOSEMITE STREET LOCATION MAP 1" = 100' FLORES STREET, HARDING STREET, & WARING STREET LOCATION MAP 1" = 250' CONTROL POINT LOCATION MAPS - 12 36 AS NOTED BM ACCESSIBILITY IMPROVEMENT NO. "#" SEE ENLARGEMENT "X" FOR Packet Page 317
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\SEASIDE, CITY OF\230127\TASK 01\DRAWINGS\230127-01_CONTROL POINT MAP.DWG Plot Date: 4/17/2024 10:01 AM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:
Pavement Engineering Inc.
You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL 2023 PAVEMENT REHABILITATION PROJECT
CITY OF SEASIDE APRIL 2024 230127 of JOSEPH L . R I R I E C52735 Exp. 12-31-24 C I V I L S T A T E O F CA L I FOR N I A REG I STERED PRO F E S S I O NA L ENG I NEER CONTROL POINT TABLES & NOTES - 13 36 N/A BM ENLARGEMENT SHEET INDEX SHEET NO. SHEET TITLE SHEET DESCRIPTION BASE BID/ALTERNATE 14 ENLARGEMENT A FLORES STREET @ FLORES PLACE BASE BID 15 ENLARGEMENT B FLORES STREET @ MINGO AVENUE (S) 16 ENLARGEMENT C FLORES STREET @ MINGO AVENUE (N) 17 ENLARGEMENT D FLORES STREET @ SAN PABLO AVENUE (S) 18 ENLARGEMENT E FLORES STREET @ SAN PABLO AVENUE (N) 19 ENLARGEMENT F FLORES STREET @ LA SALLE AVENUE 20 ENLARGEMENT G GRANDVIEW STREET @ LUXTON STREET 21 ENLARGEMENT H GRANDVIEW STREET @ ORD GROVE AVENUE (S) 22 ENLARGEMENT I GRANDVIEW STREET @ ORD GROVE AVENUE (N) 23 ENLARGEMENT J GRANDVIEW STREET @ CIRCLE AVENUE 24 ENLARGEMENT K HARDING STREET @ MINGO AVENUE 25 ENLARGEMENT L LINCOLN STREET @ SAN PABLO AVENUE 26 ENLARGEMENT M WARING STREET @ WANDA AVENUE (S) 27 ENLARGEMENT N WARING STREET @ WANDA AVENUE (N) 28 ENLARGEMENT O WARING STREET @ SONOMA AVENUE (S) 29 ENLARGEMENT P WARING STREET @ ELM AVENUE (S) 30 ENLARGEMENT Q WARING STREET @ ELM AVENUE (N) 31 ENLARGEMENT R YOSEMITE STREET @ VELERTON COURT 32 ENLARGEMENT S BID ALTERNATE 1 YOSEMITE STREET @ MENDOCINO STREET 33 ENLARGEMENT T YOSEMITE STREET @ VILLANOVA COURT 34 ENLARGEMENT U R.C.P. PIPE & HEADWALL @ HARDING STREET & ELM AVENUE BASE BID CURB RAMP CONSTRUCTION: GENERAL NOTES 1. PRIOR TO INSTALLATION OF NEW CURB RAMPS, CONTRACTOR SHALL COORDINATE WITH PROPERTY OWNER FOR TRIMMING OR REMOVAL OF PRIVATE LANDSCAPE PLANTINGS. NO PLANT MATERIAL SHALL BE ALTERED OR OTHERWISE REMOVED WITHOUT PRIOR APPROVAL OF THE CITY. 2. CURB RAMP DESIGNS ARE BASED ON CALTRANS 2022 STANDARD PLANS A88A, A88B, & THE PUBLIC RIGHTS OF WAY ACCESSIBILITY GUIDELINES (PROWAG). REFER TO STANDARD PLAN A88A FOR ADDITIONAL DETAILS & INFORMATION. 3. SLOPES SHOWN ON THESE PLANS ARE APPROXIMATE; SOME FIELD-ADJUSTMENT MAY BE NECESSARY DURING LAYOUT & CONSTRUCTION. 4. CONCRETE FACILITIES SHALL BE CONSTRUCTED PER THE CITY OF SEASIDE STANDARD DETAILS: · CURB & GUTTER. . . . . . . . . . . . . . . . . . . . . . . . . . . #SI-101 · CURB . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . #SI-101 · SIDEWALK . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . #SI-101 · EXPANSION JOINTS & SCORE MARKS . . . . . . . . #SI-104 · CONCRETE CROSS GUTTER. . . . . . . . . . . . . . . . . #SI-106 · CURB INLET TYPE "D" . . . . . . . . . . . . . . . . . . . . . . #SI-450 5. ALL SAWCUTTING THROUGH CONCRETE & ASPHALT PAVEMENT SHALL EXTEND FULL-DEPTH OF THE MATERIAL. SAWCUTS IN CONCRETE SHALL ALWAYS BE ON AN EXISTING JOINT LINE UNLESS OTHERWISE ALLOWED BY THE CITY'S REPRESENTATIVE PRIOR TO CUTTING. ANY CHIPPED, BROKEN OR OTHERWISE IRREGULAR CONCRETE OR ASPHALT PAVEMENT EDGES SHALL BE RE-SAWCUT AS DIRECTED BY THE CITY'S REPRESENTATIVE PRIOR TO REPLACING CONCRETE OR HOT-MIX ASPHALT MATERIAL. 6. LANDSCAPE RESTORATION SHALL CONSIST OF SALVAGING & REPLACING LANDSCAPING MATERIALS BEHIND NEW CONCRETE CONSTRUCTION. THESE MATERIALS MAY INCLUDE BUT ARE NOT LIMITED TO: BARK MULCH, DECORATIVE ROCK, COBBLE OR BOULDERS, CONCRETE PAVERS, BRICK, TURF, & DECORATIVE EDGING. CONTRACTOR SHALL DISTURB EX. LANDSCAPE MATERIALS TO THE MINIMUM AMOUNT POSSIBLE DURING DEMOLITION, LAYOUT & CONSTRUCTION OF RAMPS. WHERE MATERIALS MUST BE DISTURBED OR REMOVED, CONTRACTOR SHALL CAREFULLY SALVAGE & STORE ON-SITE SAID MATERIALS UNTIL CURB RAMP CONSTRUCTION IS APPROVED BY THE CITY'S REPRESENTATIVE, AFTER WHICH SALVAGED MATERIALS SHALL BE RESTORED TO THEIR ORIGINAL PLACEMENT & CONDITION. IF EXISTING MATERIALS CANNOT BE SALVAGED, CONTRACTOR SHALL PROCURE & INSTALL W/SAME MATERIALS. 7. LANDSCAPE RESTORATION MAY ALSO INCLUDE REPAIR OR REPLACEMENT OF DAMAGED IRRIGATION FACILITIES CAUSED BY THE CONTRACTOR'S EFFORTS. CONTRACTOR SHALL EXERCISE REASONABLE CAUTION DURING DEMOLITION & CONSTRUCTION TO AVOID DAMAGING IRRIGATION DRIPLINES, LATERAL LINES, VALVES, POP-UP SPRINKLERS, ETC. ANY DAMAGED IRRIGATION FACILITIES SHALL BE REPAIRED OR RESTORED TO WORKING ORDER TO THE SATISFACTION OF THE CITY'S REPRESENTATIVE. 8. ALL EXISTING FACILITIES ADJACENT TO ZONE OF CONSTRUCTION SHALL BE PROTECTED AT ALL TIMES BY THE CONTRACTOR TO AVOID DAMAGE TO SAID FACILITIES. IF IT IS THE CONTRACTOR'S OPINION THAT ITEM(S) CANNOT BE PROTECTED IN PLACE DURING THE WORK, CONTRACTOR SHALL NOTIFY THE CITY'S REPRESENTATIVE IN ADVANCE OF STARTING THE WORK. ANY ITEMS WHICH ARE TEMPORARILY RELOCATED TO AVOID DAMAGE SHALL BE REPLACED TO THEIR ORIGINAL LOCATION & CONDITION AT THE COMPLETION OF THE WORK. ANY FACILITIES WHICH ARE FOUND TO BE MISSING OR DAMAGED SHALL BE REPLACED AT THE CONTRACTOR'S SOLE EXPENSE & TO THE SATISFACTION OF THE CITY'S REPRESENTATIVE. 9. ALL SURVEY MONUMENTS DISTURBED OR COVERED DURING CONSTRUCTION MUST BE PERPETUATED BY A REGISTERED LAND SURVEYOR PER THE SPECIAL PROVISIONS. 10. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE OF ALL NEW WORK. CONTRACTOR SHALL PROVIDE A WATER FLOOD TEST, USING A WATER TRUCK, & SHALL CORRECT ANY STANDING WATER "BIRDBATH" AT THEIR OWN EXPENSE. 11. AT THE TIME OF COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL USA MARKINGS, STAINS, & BLEMISHES RESULTING FROM CONSTRUCTION OPERATIONS THROUGHOUT THE CONTRACT. 12. STRIPING SHALL BE IN ACCORDANCE WITH THE LATEST ADDITION OF THE CA MUTCD. 13. WHERE CURB, GUTTER, & ATTACHED SIDEWALK ARE TO BE CONSTRUCTED, THEY SHALL BE POURED MONOLITHICALLY. 14. THE CONSTRUCTION CONTRACTOR SHALL MAINTAIN A CURRENT, COMPLETE, & ACCURATE RECORD OF ALL DEVIATIONS FROM THE WORK PROPOSED IN THESE PLANS & SPECIFICATIONS. A RECORD DRAWING SET SHALL BE PREPARED & PROVIDED TO THE ENGINEER AT THE COMPLETION OF WORK. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY FIELD CHANGES MADE WITHOUT WRITTEN AUTHORIZATION FROM THE CITY. 15. CURB RAMPS SHALL HAVE DETECTABLE WARNING SURFACES THAT EXTEND THE FULL WIDTH & 3' IN DEPTH OF THE CURB RAMP UNLESS OTHERWISE NOTED ON PLANS. DETECTABLE WARNING SURFACES SHALL CONFORM TO THE LATEST CALTRANS STANDARD PLAN A88A. 16. NOTIFY ENGINEER OF RECORD IF DISCREPANCIES ARE FOUND BETWEEN CONTROL POINTS PRIOR TO CONTINUATION OF WORK. SURVEY MONUMENT COVER SURVEY NAIL ROADSIDE SIGN (EX.) RELOCATE ROADSIDE SIGN WATER METER COVER PORTLAND CEMENT CONCRETE IMPROVEMENTS INSTALL DETECTABLE WARNING SURFACE LEGEND BACKFILL W/ NATIVE SOIL & REGRADE LIGHT STANDARD (EX.) LEGEND SW SIDEWALK TC TOP OF CURB FL FLOWLINE TP TOP OF PAVEMENT X X FENCE & GATE SURVEY MARKER APPROXIMATE RIGHT-OF-WAY LINE XX PROPERTY ADDRESS HP HIGH POINT EP EDGE OF PAVEMENT ASPHALT CONCRETE EX. PORTLAND CONCRETE CEMENT PORTLAND CONCRETE CEMENT EX. MH (D=STORM DRAIN, S=SEWER, T=AT&T) MANHOLE COVER CB CATCH BASIN TG TOP OF GRATE ASPHALT CONCRETE APPROXIMATE EASEMENT LINE REMOVE & REPLACE HMA DIKE UTILITY POLE GUY ANCHOR UP FIRE HYDRANT (EX.) N.T.S. NOT TO SCALE REMOVE & REPLACE PCC DRIVEWAY WATER VALVE GI GRATE INLET REMOVE & REPLACE/ CONSTRUCT PCC CURB CURB PAINT X/YY CURB PAINT COLOR "X" (B=BLUE, R=RED, Y=YELLOW) / CURB PAINT LENGTH "YY" (LF) EX. PAVEMENT THICKNESS, WHICHEVER IS GREATER HMA CONFORM: REMOVE, REGRADE & PLACE 6" OR MATCH SEE SHEET 36 FOR DETAIL. REMOVE, REGRADE & PLACE 6" HMA PORTLAND CEMENT CONCRETE RAMPING SURFACE Packet Page 318
X X X X X X X X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
5'
5.5'
9.7' 3'
4'
4' 2
2 1 4'
5'
4.5' 3' 7.1'
12.8'
FLORES STREET FLORES PLACE
6' 6'
4'
2' 2' 9.2' C4 C3 L2 L4C7 C8L5
6'
2' 2'
3 C1 C2 L1 C6C5L3 1625 1637
4 3 17.5'
13.7'
8.5' 7'
17.5'
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\SEASIDE, CITY OF\230127\TASK 01\DRAWINGS\230127-01_FLORES CURB RAMPS.DWG Plot Date: 4/17/2024 10:02 AM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:
Pavement Engineering Inc.
You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL 2023 PAVEMENT REHABILITATION PROJECT
CITY OF SEASIDE APRIL 2024 230127 of
JOSEPH L . R I R I E C52735 Exp. 12-31-24 C I V I L
S T A T E
O F CA L I FOR N I A
REG I STERED PRO F E S S I O NA L ENG I NEER
ENLARGEMENT A
FLORES STREET @ FLORES PLACE 14 36 1"=5' BM ENLARGEMENT A NOTES: ADJUST UTILITY COVER FLUSH W/ FINISHED GRADE. COORDINATE W/ UTILITY OWNER AS REQUIRED. EXISTING 1/2" BRASS PIN W/ TAG LS 2369. CONTRACTOR SURVEYOR TO RESET MARKER & RECORD W/ COUNTY. PROTECT IN PLACE EXISTING PGE VAULT. MODIFY GUTTER PAN DEPTH @ ELECTRICAL VAULT AS SHOWN. REDUCE SLOPE IN GUTTER PAN TO LESS THAN 5% PRIOR TO CURB RAMP LANDING. 1 2 WATER VALVE SURVEY MONUMENT COVER SURVEY NAIL ROADSIDE SIGN (EX.) RELOCATE ROADSIDE SIGN WATER METER COVER PORTLAND CEMENT CONCRETE IMPROVEMENTS INSTALL DETECTABLE WARNING SURFACE LEGEND BACKFILL W/ NATIVE SOIL & REGRADE LIGHT STANDARD (EX.) SW SIDEWALK TC TOP OF CURB EXIST. ELEVATION(S) DESIGN ELEVATION(S) FL FLOWLINE TP TOP OF PAVEMENT X
X FENCE & GATE FLORES STREET @ FLORES PLACE ENLARGEMENT A 1"=5' CURVE TABLE CURVE # LENGTH RADIUS DELTA C1 3.18 10.00 18°11'42" C2 3.18 10.00 18°11'42" C3 0.84 7.50 06°27'16" C4 5.84 7.50 44°35'15" C5 3.18 10.00 18°11'42" C6 3.18 10.00 18°11'42" C7 0.89 7.75 06°33'13" C8 0.69 7.75 05°06'20" LINE TABLE LINE # DISTANCE BEARING L1 6.52 N88° 41' 53"W L2 3.16 N88° 41' 53"W L3 3.40 N88° 54' 38"W L4 3.12 N88° 54' 38"W L5 0.80 N01°07'50"W 3 SURVEY MARKER APPROXIMATE RIGHT-OF-WAY LINE XX PROPERTY ADDRESS 4 HP HIGH POINT EP EDGE OF PAVEMENT NOTES: 1. SLOPES SHOWN ON PLANS ARE APPROXIMATE & PROVIDED FOR DESIGN REVIEW. CURB RAMP LAYOUT & CONSTRUCTION SHALL FOLLOW DESIGN ELEVATIONS & DIMENSIONS AS SHOWN ON THESE PLANS. 2. GUTTER PAN SLOPE SHALL NOT EXCEED 4.2% (1" OF DEPTH OVER 2' OF WIDTH) WITHIN 2' OF CURB RAMP. PORTLAND CONCRETE CEMENT PORTLAND CONCRETE CEMENT EX. ASPHALT CONCRETE R/21 CURB PAINT X/YY CURB PAINT COLOR "X" (B=BLUE, R=RED, Y=YELLOW) / CURB PAINT LENGTH "YY" (LF) EX. PAVEMENT THICKNESS, WHICHEVER IS GREATER HMA CONFORM: REMOVE, REGRADE & PLACE 6" OR MATCH PORTLAND CEMENT CONCRETE RAMPING SURFACE Packet Page 319
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 2 7.5'1 5' 4' 6.9' FLORES STREET MINGO AVENUE 4' 4.5'
6' 3.6' 8' 6.4' 4' 4.5' 5'
4.5'
4.6'
4'
2' 2' 4 5 27 118.16 CP Mag Nail
MINGO AVENUE 4' 6 2' 1 10.1' 4.9' L1 1448 29124.68 CP Mag Nail 3 2 2' 6' 4' C1 1698
14.5' 14.5'
17' 7' 14.5' 17'
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\SEASIDE, CITY OF\230127\TASK 01\DRAWINGS\230127-01_FLORES CURB RAMPS.DWG Plot Date: 4/17/2024 10:00 AM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:
Pavement Engineering Inc.
You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL 2023 PAVEMENT REHABILITATION PROJECT
CITY OF SEASIDE APRIL 2024 230127 of JOSEPH L . R I R I E C52735 Exp. 12-31-24 C I V I L S T A T E O F CA L I FOR N I A REG I STERED PRO F E S S I O NA L ENG I NEER
ENLARGEMENT B
FLORES STREET @ MINGO AVENUE (S) 15 36 1"=5' BM SURVEY NAIL ROADSIDE SIGN (EX.) RELOCATE ROADSIDE SIGN WATER METER COVER PORTLAND CEMENT CONCRETE IMPROVEMENTS INSTALL DETECTABLE WARNING SURFACE LEGEND BACKFILL W/ NATIVE SOIL & REGRADE SW SIDEWALK TC TOP OF CURB EXIST. ELEVATION(S) DESIGN ELEVATION(S) FL FLOWLINE TP TOP OF PAVEMENT X X FENCE & GATE ENLARGEMENT B NOTES: ADJUST UTILITY COVER FLUSH W/ FINISHED GRADE. PROTECT IN PLACE EXISTING RETAINING WALL. PG&E TO BE ADJUST ELECTRICAL VAULT TO GRADES SHOWN. EXISTING 1/2" BRASS PIN W/ TAG LS 2369. CONTRACTOR SURVEYOR TO RESET MARKER & RECORD W/ COUNTY. PROTECT IN PLACE EXISTING FENCE. LOWER UTILITY COVER WITHIN HMA TRANSITION. 123 FLORES STREET @ MINGO AVENUE (S) ENLARGEMENT B 1"=5' SURVEY MONUMENT COVER 45 SURVEY MARKER APPROXIMATE RIGHT-OF-WAY LINE 6 HP HIGH POINT CURVE TABLE CURVE # LENGTH RADIUS DELTA C1 1.99 7.83 14°35'24" LINE TABLE LINE # DISTANCE BEARING L1 2.01 N01°06' 36"E XX PROPERTY ADDRESS NOTES: 1. SLOPES SHOWN ON PLANS ARE APPROXIMATE & PROVIDED FOR DESIGN REVIEW. CURB RAMP LAYOUT & CONSTRUCTION SHALL FOLLOW DESIGN ELEVATIONS & DIMENSIONS AS SHOWN ON THESE PLANS. 2. GUTTER PAN SLOPE SHALL NOT EXCEED 4.2% (1" OF DEPTH OVER 2' OF WIDTH) WITHIN 2' OF CURB RAMP. PORTLAND CONCRETE CEMENT PORTLAND CONCRETE CEMENT EX. ASPHALT CONCRETE EX. PAVEMENT THICKNESS, WHICHEVER IS GREATER HMA CONFORM: REMOVE, REGRADE & PLACE 6" OR MATCH PORTLAND CEMENT CONCRETE RAMPING SURFACE Packet Page 320
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X MINGO AVENUE T FLORES STREET 4.5' 4' 4'
4.5' 10'
9.8' 5' 6'
2' 2 3 1 4.3' 4'
2'
4'
4.4' 5' 6 5 32" MIN
11.8' 11' 4 C1 C2 C3C4 L1 1443 1451 34'
27.5'
17' 33.5'
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\SEASIDE, CITY OF\230127\TASK 01\DRAWINGS\230127-01_FLORES CURB RAMPS.DWG Plot Date: 4/17/2024 10:01 AM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:
Pavement Engineering Inc.
You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL 2023 PAVEMENT REHABILITATION PROJECT
CITY OF SEASIDE APRIL 2024 230127 of JOSEPH L . R I R I E C52735 Exp. 12-31-24 C I V I L S T A T E O F CA L I FOR N I A REG I STERED PRO F E S S I O NA L ENG I NEER
ENLARGEMENT C
FLORES STREET @ MINGO AVENUE (N) 16 36 1"=5' BM ENLARGEMENT C NOTES: ADJUST UTILITY COVER FLUSH WITH FINISHED GRADE. EXISTING 1/2" BRASS PIN W/ TAG LS 2369. CONTRACTOR SURVEYOR TO RESET MARKER & RECORD W/ COUNTY. PROTECT IN PLACE EXISTING BRICK COLUMNS & WALL. PROTECT IN PLACE EXISTING STORM DRAIN STRUCTURE. PROTECT IN PLACE EXISTING RETAINING WALL. CONSTRUCT 4" MIN WIDTH RETAINING CURB TO PROVIDE A 4' MINIMUM RAMPING SURFACE. 12 WATER VALVE SURVEY MONUMENT COVER ROADSIDE SIGN (EX.) MH PORTLAND CEMENT CONCRETE IMPROVEMENTS INSTALL DETECTABLE WARNING SURFACE LEGEND BACKFILL W/ NATIVE SOIL & REGRADE LIGHT STANDARD (EX.) SW SIDEWALK TC TOP OF CURB EXIST. ELEVATION(S) DESIGN ELEVATION(S) FL FLOWLINE CB CATCH BASIN TP TOP OF PAVEMENT (D=STORM DRAIN, S=SEWER, T=AT&T) X X FENCE & GATE MANHOLE COVER FLORES STREET @ MINGO AVENUE (N) ENLARGEMENT C 1"=5' CURVE TABLE CURVE # LENGTH RADIUS DELTA C1 3.21 7.83 23°27'23" C2 0.96 7.91 06°56'48" C3 3.00 8.33 20°38'06" C4 4.01 8.33 27°34'54" LINE TABLE LINE # DISTANCE BEARING L1 0.80 N01°11' 12"E CONSTRUCT 4" WIDE PCC RETAINING CURB 3456 SURVEY MARKER APPROXIMATE EASEMENT LINE APPROXIMATE RIGHT-OF-WAY LINE TG TOP OF GRATE XX PROPERTY ADDRESS NOTES: 1. SLOPES SHOWN ON PLANS ARE APPROXIMATE & PROVIDED FOR DESIGN REVIEW. CURB RAMP LAYOUT & CONSTRUCTION SHALL FOLLOW DESIGN ELEVATIONS & DIMENSIONS AS SHOWN ON THESE PLANS. 2. GUTTER PAN SLOPE SHALL NOT EXCEED 4.2% (1" OF DEPTH OVER 2' OF WIDTH) WITHIN 2' OF CURB RAMP. PORTLAND CONCRETE CEMENT PORTLAND CONCRETE CEMENT EX. ASPHALT CONCRETE EX. PAVEMENT THICKNESS, WHICHEVER IS GREATER HMA CONFORM: REMOVE, REGRADE & PLACE 6" OR MATCH PORTLAND CEMENT CONCRETE RAMPING SURFACE Packet Page 321
X X X X X X X X X X X X X X X X X X S 3.5' 3.3'
5.2' 2.9' 4.9' 5' 4' 2'
2'
4.7' 2.6'
4.5' 4' 5' 6' 6'
6'
2' 2' 10.1'
9.8' 2.6' 3 1 1 2
SAN PABLO AVENUE FLORES STREET C2 12.8' L1 C1 1791 R/20 R/20
14.5' 17'
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\SEASIDE, CITY OF\230127\TASK 01\DRAWINGS\230127-01_FLORES CURB RAMPS.DWG Plot Date: 4/17/2024 10:00 AM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:
Pavement Engineering Inc.
You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL 2023 PAVEMENT REHABILITATION PROJECT
CITY OF SEASIDE APRIL 2024 230127 of JOSEPH L . R I R I E C52735 Exp. 12-31-24 C I V I L S T A T E O F CA L I FOR N I A REG I STERED PRO F E S S I O NA L ENG I NEER
ENLARGEMENT D
FLORES STREET @ SAN PABLO AVENUE (S) 17 36 1"=5' BM FLORES STREET @ SAN PABLO AVENUE (S) ENLARGEMENT D 1"=5' ENLARGEMENT D NOTES: PROTECT IN PLACE EXISTING ELECTRICAL VAULT. TRIM & REMOVE EXISTING PLANT MATERIAL @ BACK OF SIDEWALK. EXISTING 1/2" BRASS PIN W/ TAG LS 2369. CONTRACTOR SURVEYOR TO RESET MARKER & RECORD W/ COUNTY. 123 CURVE TABLE CURVE # LENGTH RADIUS DELTA C1 2.16 6.50 19°00'25" C2 2.92 6.50 25°45'36" LINE TABLE LINE # DISTANCE BEARING L1 1.07 N01°05' 31"E NOTES: 1. SLOPES SHOWN ON PLANS ARE APPROXIMATE & PROVIDED FOR DESIGN REVIEW. CURB RAMP LAYOUT & CONSTRUCTION SHALL FOLLOW DESIGN ELEVATIONS & DIMENSIONS AS SHOWN ON THESE PLANS. 2. GUTTER PAN SLOPE SHALL NOT EXCEED 4.2% (1" OF DEPTH OVER 2' OF WIDTH) WITHIN 2' OF CURB RAMP. WATER VALVE SURVEY NAIL ROADSIDE SIGN (EX.) RELOCATE ROADSIDE SIGN MH WATER METER COVER PORTLAND CEMENT CONCRETE IMPROVEMENTS INSTALL DETECTABLE WARNING SURFACE LEGEND LIGHT STANDARD (EX.) SW SIDEWALK TC TOP OF CURB EXIST. ELEVATION(S) DESIGN ELEVATION(S) FL FLOWLINE (D=STORM DRAIN, S=SEWER, T=AT&T) X X FENCE & GATE MANHOLE COVER & LANDSCAPE RESTORATION BACKFILL W/ NATIVE SOIL, REGRADE, HP HIGH POINT SURVEY MARKER APPROXIMATE RIGHT-OF-WAY LINE APPROXIMATE EASEMENT LINE XX PROPERTY ADDRESS PORTLAND CONCRETE CEMENT PORTLAND CONCRETE CEMENT EX. ASPHALT CONCRETE CURB PAINT X/YY CURB PAINT COLOR "X" (B=BLUE, R=RED, Y=YELLOW) / CURB PAINT LENGTH "YY" (LF) EX. PAVEMENT THICKNESS, WHICHEVER IS GREATER HMA CONFORM: REMOVE, REGRADE & PLACE 6" OR MATCH PORTLAND CEMENT CONCRETE RAMPING SURFACE Packet Page 322
X X X X X X 2.2' 5'
4'
8' 4' 4'
2' 2' 8.3' 4'
4.3' 2'
2' 5' 5' 4'
4' 4' 5' 23 109.15 CP MAG NAIL 24105.45 CP MAG NAIL 2 3 1 4
SAN PABLO AVENUE FLORES STREET
10.5'
3.4' 12.5' 5 C1 C3 C2 C4 5 1447 1800 R/8 18.5'
25'
19' 23'
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\SEASIDE, CITY OF\230127\TASK 01\DRAWINGS\230127-01_FLORES CURB RAMPS.DWG Plot Date: 4/17/2024 10:01 AM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:
Pavement Engineering Inc.
You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL 2023 PAVEMENT REHABILITATION PROJECT
CITY OF SEASIDE APRIL 2024 230127 of JOSEPH L . R I R I E C52735 Exp. 12-31-24 C I V I L S T A T E O F CA L I FOR N I A REG I STERED PRO F E S S I O NA L ENG I NEER
ENLARGEMENT E
FLORES STREET @ SAN PABLO AVENUE (N) 18 36 1"=5' BM FLORES STREET @ SAN PABLO AVENUE (N) ENLARGEMENT E 1"=5' ENLARGEMENT E NOTES: PROTECT IN PLACE EXISTING STREET LIGHT. PROTECT IN PLACE EXISTING STORM DRAIN STRUCTURE. ADJUST EXISTING ELECTRICAL BOX COVER FLUSH W/ FINISHED GRADE. EXISTING 1/2" BRASS PIN W/ TAG LS 2369. CONTRACTOR SURVEYOR TO RESET MARKER & RECORD W/ COUNTY. PROTECT IN PLACE EXISTING RETAINING WALL. 1234 SURVEY MONUMENT COVER SURVEY NAIL ROADSIDE SIGN (EX.) RELOCATE ROADSIDE SIGN WATER METER COVER PORTLAND CEMENT CONCRETE IMPROVEMENTS INSTALL DETECTABLE WARNING SURFACE LEGEND LIGHT STANDARD (EX.) SW SIDEWALK TC TOP OF CURB FL FLOWLINE X X FENCE & GATE & LANDSCAPE RESTORATION BACKFILL W/ NATIVE SOIL, REGRADE, CB CATCH BASIN CURVE TABLE CURVE # LENGTH RADIUS DELTA C1 3.48 8.00 24°57'12" C2 0.69 7.83 05°04'27" C3 4.00 7.83 29°18'16" C4 2.55 7.83 18°39'01" 5 SURVEY MARKER APPROXIMATE RIGHT-OF-WAY LINE EXIST. ELEVATION(S) DESIGN ELEVATION(S) TG TOP OF GRATE APPROXIMATE EASEMENT LINE XX PROPERTY ADDRESS NOTES: 1. SLOPES SHOWN ON PLANS ARE APPROXIMATE & PROVIDED FOR DESIGN REVIEW. CURB RAMP LAYOUT & CONSTRUCTION SHALL FOLLOW DESIGN ELEVATIONS & DIMENSIONS AS SHOWN ON THESE PLANS. 2. GUTTER PAN SLOPE SHALL NOT EXCEED 4.2% (1" OF DEPTH OVER 2' OF WIDTH) WITHIN 2' OF CURB RAMP. PORTLAND CONCRETE CEMENT PORTLAND CONCRETE CEMENT EX. ASPHALT CONCRETE CURB PAINT X/YY CURB PAINT COLOR "X" (B=BLUE, R=RED, Y=YELLOW) / CURB PAINT LENGTH "YY" (LF) R/57 EX. PAVEMENT THICKNESS, WHICHEVER IS GREATER HMA CONFORM: REMOVE, REGRADE & PLACE 6" OR MATCH PORTLAND CEMENT CONCRETE RAMPING SURFACE Packet Page 323
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X FLORES STREET LA SALLE AVENUE S 4'
4.5' 5' 6' 6' 2 7'
14.5' L2 C6 C5 C4 1 3 4 R/155' 4'
4.5'
14.2' 11.5' L1 C1 C2 C3 2' 8' 8' 35 121.13 Mag Nail W/ Shiner 14' 11.5'
16' 11.5' 9'
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\SEASIDE, CITY OF\230127\TASK 01\DRAWINGS\230127-01_FLORES CURB RAMPS.DWG Plot Date: 4/17/2024 10:01 AM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:
Pavement Engineering Inc.
You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL 2023 PAVEMENT REHABILITATION PROJECT
CITY OF SEASIDE APRIL 2024 230127 of JOSEPH L . R I R I E C52735 Exp. 12-31-24 C I V I L S T A T E O F CA L I FOR N I A REG I STERED PRO F E S S I O NA L ENG I NEER
ENLARGEMENT F
FLORES STREET @ LA SALLE AVENUE 19 36 1"=5' BM ENLARGEMENT F NOTES: EXISTING 1/2" BRASS PIN W/ TAG LS 2369. CONTRACTOR SURVEYOR TO RESET MARKER & RECORD W/ COUNTY. PROTECT IN PLACE EXISTING RETAINING WALL. PROTECT IN PLACE EXISTING STORM DRAIN STRUCTURE. PROVIDE 32" MIN. OF CLEAR WIDTH BETWEEN SIGN POST & BACK OF SIDEWALK. 12 WATER VALVE SURVEY NAIL ROADSIDE SIGN (EX.) MH PORTLAND CEMENT CONCRETE IMPROVEMENTS INSTALL DETECTABLE WARNING SURFACE LEGEND BACKFILL W/ NATIVE SOIL & REGRADE SW SIDEWALK TC TOP OF CURB EXIST. ELEVATION(S) DESIGN ELEVATION(S) FL FLOWLINE TP TOP OF PAVEMENT (D=STORM DRAIN, S=SEWER, T=AT&T) X X FENCE & GATE MANHOLE COVER FLORES STREET @ LA SALLE AVENUE ENLARGEMENT F 1"=5' CURVE TABLE CURVE # LENGTH RADIUS DELTA C1 1.28 7.00 10°26'54" C2 4.00 7.00 32°44'16" C3 0.80 7.00 06°35'16" C4 2.91 7.00 23°50'09" C5 2.51 7.00 20°30'56" C6 0.47 7.00 03°51'26" LINE TABLE LINE # DISTANCE BEARING L1 1.35 S89°49' 32"E L2 0.94 N01°01' 41"E 3 CB CATCH BASIN SURVEY MARKER APPROXIMATE RIGHT-OF-WAY LINE 4 TG TOP OF GRATE XX PROPERTY ADDRESS 1448 1898 NOTES: 1. SLOPES SHOWN ON PLANS ARE APPROXIMATE & PROVIDED FOR DESIGN REVIEW. CURB RAMP LAYOUT & CONSTRUCTION SHALL FOLLOW DESIGN ELEVATIONS & DIMENSIONS AS SHOWN ON THESE PLANS. 2. GUTTER PAN SLOPE SHALL NOT EXCEED 4.2% (1" OF DEPTH OVER 2' OF WIDTH) WITHIN 2' OF CURB RAMP. PORTLAND CONCRETE CEMENT PORTLAND CONCRETE CEMENT EX. ASPHALT CONCRETE CURB PAINT X/YY CURB PAINT COLOR "X" (B=BLUE, R=RED, Y=YELLOW) / CURB PAINT LENGTH "YY" (LF) EX. PAVEMENT THICKNESS, WHICHEVER IS GREATER HMA CONFORM: REMOVE, REGRADE & PLACE 6" OR MATCH PORTLAND CEMENT CONCRETE RAMPING SURFACE Packet Page 324
4'
5'
4'
4.5'
4'
4'
3'
2'
15'
4.7'
1 1910
18'
X
X
X
X
X
X
X
X
X
X
X
X X X X X X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X GRANDVIEW STREET LUXTON STREET
4'
4'
2'
4.5'
6.5'
8.9'
7'
7'
5'
2'
2'
30.5'
4' 4'
9.2'
8 109.40 CP MAG NAIL 1935
12'
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\SEASIDE, CITY OF\230127\TASK 01\DRAWINGS\230127-01_GRANDVIEW CURB RAMPS.DWG Plot Date: 4/17/2024 10:00 AM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:
Pavement Engineering Inc.
You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL 2023 PAVEMENT REHABILITATION PROJECT
CITY OF SEASIDE APRIL 2024 230127 of
JOSEPH L . R I R I E C52735 Exp. 12-31-24 C I V I L
S T A T E
O F CA L I FOR N I A
REG I STERED PRO F E S S I O NA L ENG I NEER
ENLARGEMENT G
GRANDVIEW STREET @ LUXTON STREET 20 36 1"=5' BM, JL GRANDVIEW STREET @ LUXTON STREET ENLARGEMENT G 1"=5' ENLARGEMENT G NOTES: REMOVE & REPLACE 2' OF HMA BERM TO TRANSITION FROM EXISTING HMA BERM TO PCC CURB & GUTTER. 1 WATER VALVE SURVEY NAIL ROADSIDE SIGN (EX.) FIRE HYDRANT (EX.) RELOCATE ROADSIDE SIGN PORTLAND CEMENT CONCRETE IMPROVEMENTS INSTALL DETECTABLE WARNING SURFACE LEGEND SW SIDEWALK TC TOP OF CURB EXIST. ELEVATION(S) DESIGN ELEVATION(S) FL FLOWLINE EP EDGE OF PAVEMENT X
X FENCE & GATE & LANDSCAPE RESTORATION BACKFILL W/ NATIVE SOIL, REGRADE, NOTES: 1. SLOPES SHOWN ON PLANS ARE APPROXIMATE & PROVIDED FOR DESIGN REVIEW. CURB RAMP LAYOUT & CONSTRUCTION SHALL FOLLOW DESIGN ELEVATIONS & DIMENSIONS AS SHOWN ON THESE PLANS. 2. GUTTER PAN SLOPE SHALL NOT EXCEED 4.2% (1" OF DEPTH OVER 2' OF WIDTH) WITHIN 2' OF CURB RAMP. PROPERTY ADDRESS XX PORTLAND CONCRETE CEMENT PORTLAND CONCRETE CEMENT EX. ASPHALT CONCRETE R/31 CURB PAINT X/YY CURB PAINT COLOR "X" (B=BLUE, R=RED, Y=YELLOW) / CURB PAINT LENGTH "YY" (LF) EX. PAVEMENT THICKNESS, WHICHEVER IS GREATER HMA CONFORM: REMOVE, REGRADE & PLACE 6" OR MATCH PORTLAND CEMENT CONCRETE RAMPING SURFACE Packet Page 325
ORD GROVE AVENUE GRANDVIEW STREET 8.8' 11.1' 6' 8.5' 4.9' 12' 10' 7' 5' 4.5' 5' 4.5' 29.7' 18' 30.1' 4' 4' 13.5' 6' 4' 2' 2'
2'
2' 2 3 1 5 18'
8.2'
10.2' 4.5'
6' 4 1320 1996 2
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\SEASIDE, CITY OF\230127\TASK 01\DRAWINGS\230127-01_GRANDVIEW CURB RAMPS.DWG Plot Date: 4/17/2024 10:02 AM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:
Pavement Engineering Inc.
You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL 2023 PAVEMENT REHABILITATION PROJECT
CITY OF SEASIDE APRIL 2024 230127 of JOSEPH L . R I R I E C52735 Exp. 12-31-24 C I V I L S T A T E O F CA L I FOR N I A REG I STERED PRO F E S S I O NA L ENG I NEER
ENLARGEMENT H
GRANDVIEW STREET @ ORD GROVE AVENUE (S) 21 36 1"=5' BM, JL GRANDVIEW STREET @ ORD GROVE AVENUE (S) ENLARGEMENT H 1"=5' ENLARGEMENT H NOTES: DEMOLISH EXISTING CONCRETE VALLEY GUTTER & CONSTRUCT PCC VALLEY GUTTER & SPANDRELS PER CITY OF SEASIDE STANDARD DRAWING S-106. RELOCATE EXISTING BRICKS BEHIND NEW RAMP & SIDEWALK. TRIM & REMOVE EXISTING PLANT MATERIAL @ BACK OF SIDEWALK. RESET EXISTING CITY VERTICAL BENCHMARK & RECORD ELEVATION W/ CITY. ADJUST UTILITY COVER FLUSH W/ FINISHED GRADE. 1234 SURVEY NAIL ROADSIDE SIGN (EX.) PORTLAND CEMENT CONCRETE IMPROVEMENTS INSTALL DETECTABLE WARNING SURFACE LEGEND SW SIDEWALK TC TOP OF CURB EXIST. ELEVATION(S) DESIGN ELEVATION(S) FL FLOWLINE TP TOP OF PAVEMENT & LANDSCAPE RESTORATION BACKFILL W/ NATIVE SOIL, REGRADE, 5 SURVEY MARKER XX PROPERTY ADDRESS WATER VALVE NOTES: 1. SLOPES SHOWN ON PLANS ARE APPROXIMATE & PROVIDED FOR DESIGN REVIEW. CURB RAMP LAYOUT & CONSTRUCTION SHALL FOLLOW DESIGN ELEVATIONS & DIMENSIONS AS SHOWN ON THESE PLANS. 2. GUTTER PAN SLOPE SHALL NOT EXCEED 4.2% (1" OF DEPTH OVER 2' OF WIDTH) WITHIN 2' OF CURB RAMP. PORTLAND CONCRETE CEMENT PORTLAND CONCRETE CEMENT EX. ASPHALT CONCRETE EX. PAVEMENT THICKNESS, WHICHEVER IS GREATER HMA CONFORM: REMOVE, REGRADE & PLACE 6" OR MATCH PORTLAND CEMENT CONCRETE RAMPING SURFACE Packet Page 326
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X GRANDVIEW STREET ORD GROVE AVENUE S UP 8.9' 15' 5' 4' 5.5' 13' 13.1' 4.5' 4.5' 4.5' 4.5' 8' 2' 6' 6' 6' 2' 6' 5' 4' 6'
2' 2' 1 2 2 6' 3 1321 2000 16'
15'
13.5'
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\SEASIDE, CITY OF\230127\TASK 01\DRAWINGS\230127-01_GRANDVIEW CURB RAMPS.DWG Plot Date: 4/17/2024 10:01 AM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:
Pavement Engineering Inc.
You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL 2023 PAVEMENT REHABILITATION PROJECT
CITY OF SEASIDE APRIL 2024 230127 of JOSEPH L . R I R I E C52735 Exp. 12-31-24 C I V I L S T A T E O F CA L I FOR N I A REG I STERED PRO F E S S I O NA L ENG I NEER
ENLARGEMENT I
GRANDVIEW STREET @ ORD GROVE AVENUE (N) 22 36 1"=5' BM, JL GRANDVIEW STREET @ ORD GROVE AVENUE (N) ENLARGEMENT I 1"=5' ENLARGEMENT I NOTES: PROTECT IN PLACE EXISTING BRICK COLUMN. FORM RETAINING CURB ON EITHER SIDE OF COLUMN. RESET EXISTING CITY VERTICAL BENCHMARK & RECORD ELEVATION W/ CITY. PG&E TO RELOCATE EXISTING GUY ANCHOR OUTSIDE OF PATH OF TRAVEL. CONTRACTOR TO COORDINATE W/ PG&E. 12 WATER VALVE SURVEY NAIL ROADSIDE SIGN (EX.) RELOCATE ROADSIDE SIGN MH UTILITY POLE PORTLAND CEMENT CONCRETE IMPROVEMENTS INSTALL DETECTABLE WARNING SURFACE LEGEND SW SIDEWALK TC TOP OF CURB EXIST. ELEVATION(S) DESIGN ELEVATION(S) FL FLOWLINE TP TOP OF PAVEMENT GUY ANCHOR UP (D=STORM DRAIN, S=SEWER, T=AT&T) X X FENCE & GATE MANHOLE COVER & LANDSCAPE RESTORATION BACKFILL W/ NATIVE SOIL, REGRADE, HP HIGH POINT 3 SURVEY MARKER XX PROPERTY ADDRESS NOTES: 1. SLOPES SHOWN ON PLANS ARE APPROXIMATE & PROVIDED FOR DESIGN REVIEW. CURB RAMP LAYOUT & CONSTRUCTION SHALL FOLLOW DESIGN ELEVATIONS & DIMENSIONS AS SHOWN ON THESE PLANS. 2. GUTTER PAN SLOPE SHALL NOT EXCEED 4.2% (1" OF DEPTH OVER 2' OF WIDTH) WITHIN 2' OF CURB RAMP. PORTLAND CONCRETE CEMENT PORTLAND CONCRETE CEMENT EX. ASPHALT CONCRETE EX. PAVEMENT THICKNESS, WHICHEVER IS GREATER HMA CONFORM: REMOVE, REGRADE & PLACE 6" OR MATCH PORTLAND CEMENT CONCRETE RAMPING SURFACE Packet Page 327
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X D S 4.5' X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 6' 15' 3' 5' 4' 3' 6' 7.5' 10.5' 2' CIRCLE AVENUE GRANDVIEW STREET 2.1'
2' 4' 4.5' 1 2065 2040 23'
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\SEASIDE, CITY OF\230127\TASK 01\DRAWINGS\230127-01_GRANDVIEW CURB RAMPS.DWG Plot Date: 4/17/2024 10:01 AM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:
Pavement Engineering Inc.
You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL 2023 PAVEMENT REHABILITATION PROJECT
CITY OF SEASIDE APRIL 2024 230127 of JOSEPH L . R I R I E C52735 Exp. 12-31-24 C I V I L S T A T E O F CA L I FOR N I A REG I STERED PRO F E S S I O NA L ENG I NEER
ENLARGEMENT J
GRANDVIEW STREET @ CIRCLE AVENUE 23 36 1"=5' BM, JL GRANDVIEW STREET @ CIRCLE AVENUE ENLARGEMENT J 1"=5' ENLARGEMENT J NOTES: REMOVE & REPLACE 2' OF HMA DIKE TO TRANSITION FROM EXISTING HMA DIKE TO PCC CURB & GUTTER. 1 SURVEY NAIL ROADSIDE SIGN (EX.) RELOCATE ROADSIDE SIGN MH PORTLAND CEMENT CONCRETE IMPROVEMENTS INSTALL DETECTABLE WARNING SURFACE LEGEND SW SIDEWALK TC TOP OF CURB EXIST. ELEVATION(S) DESIGN ELEVATION(S) FL FLOWLINE (D=STORM DRAIN, S=SEWER, T=AT&T) X X FENCE & GATE MANHOLE COVER & LANDSCAPE RESTORATION BACKFILL W/ NATIVE SOIL, REGRADE, REMOVE & REPLACE HMA DIKE PROPERTY ADDRESS XX NOTES: 1. SLOPES SHOWN ON PLANS ARE APPROXIMATE & PROVIDED FOR DESIGN REVIEW. CURB RAMP LAYOUT & CONSTRUCTION SHALL FOLLOW DESIGN ELEVATIONS & DIMENSIONS AS SHOWN ON THESE PLANS. 2. GUTTER PAN SLOPE SHALL NOT EXCEED 4.2% (1" OF DEPTH OVER 2' OF WIDTH) WITHIN 2' OF CURB RAMP. PORTLAND CONCRETE CEMENT PORTLAND CONCRETE CEMENT EX. ASPHALT CONCRETE EX. PAVEMENT THICKNESS, WHICHEVER IS GREATER HMA CONFORM: REMOVE, REGRADE & PLACE 6" OR MATCH PORTLAND CEMENT CONCRETE RAMPING SURFACE Packet Page 328
1 HARDING STREET
X
X
X
X
X
X
X X X X X X X X X X X X X X X
X X X X
X
MINGO AVENUE
4.1' 3.1' 4.1'
7.5' 11.5' 11' 9.1'
5'
10.3'
4.1' 3.1'4.1'
5' 8.7'
9.1'
2'
3 6'
2 C7 C5 C6 C8 C4C3 L1 C2 C1 L2 39134.64 Mag Nail W/ Shiner
8.5'
4 4 2'
2' 1474 1696 R/21
10.5' 56' 14' CONSTRUCTION NOTES: PROTECT IN PLACE EXISTING FENCE EXISTING 1/2" BRASS PIN W/ TAG LS 2369. CONTRACTOR SURVEYOR TO RESET MARKER & RECORD W/ COUNTY. MATCH TOP OF PROPOSED RETAINING CURB TO EXISTING PCC PAD SURFACE. LOWER UTILITY COVER WITHIN HMA TRANSITION. 1 2 WATER VALVE SURVEY NAIL ROADSIDE SIGN (EX.) FIRE HYDRANT (EX.) RELOCATE ROADSIDE SIGN PORTLAND CEMENT CONCRETE IMPROVEMENTS WATER METER COVER INSTALL DETECTABLE WARNING SURFACE LEGEND BACKFILL W/ NATIVE SOIL & REGRADE LIGHT STANDARD (EX.) SW SIDEWALK TC TOP OF CURB EXIST. ELEVATION(S) DESIGN ELEVATION(S) FL FLOWLINE TP TOP OF PAVEMENT X
X FENCE & GATE
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\SEASIDE, CITY OF\230127\TASK 01\DRAWINGS\230127-01_HARDING CURB RAMPS.DWG Plot Date: 4/17/2024 10:01 AM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:
Pavement Engineering Inc.
You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL 2023 PAVEMENT REHABILITATION PROJECT
CITY OF SEASIDE APRIL 2024 230127 of
JOSEPH L . R I R I E C52735 Exp. 12-31-24 C I V I L
S T A T E
O F CA L I FOR N I A
REG I STERED PRO F E S S I O NA L ENG I NEER
ENLARGEMENT K
HARDING STREET @ MINGO AVENUE 1"=5' BM HARDING STREET @ MINGO AVENUE ENLARGEMENT K 1"=5' CURVE TABLE CURVE # LENGTH RADIUS DELTA C1 3.55 7.75 26°15'14" C2 3.50 7.75 25°54'22" C3 3.33 10.50 18°11'31" C4 3.02 9.50 18°11'31" C5 4.02 8.00 28°46'16" C6 3.50 8.00 25°04'26" C7 3.18 10.00 18°11'31" C8 3.18 10.00 18°11'31" LINE TABLE LINE # DISTANCE BEARING L1 2.00 N00° 49' 49"E L2 1.00 N00° 49' 49"E 3 HP HIGH POINT SURVEY MARKER APPROXIMATE RIGHT-OF-WAY LINE 4 APPROXIMATE EASEMENT LINE 24 36 NOTES: XX PROPERTY ADDRESS 1. SLOPES SHOWN ON PLANS ARE APPROXIMATE & PROVIDED FOR DESIGN REVIEW. CURB RAMP LAYOUT & CONSTRUCTION SHALL FOLLOW DESIGN ELEVATIONS & DIMENSIONS AS SHOWN ON THESE PLANS. 2. GUTTER PAN SLOPE SHALL NOT EXCEED 4.2% (1" OF DEPTH OVER 2' OF WIDTH) WITHIN 2' OF CURB RAMP. PORTLAND CONCRETE CEMENT PORTLAND CONCRETE CEMENT EX. ASPHALT CONCRETE CURB PAINT X/YY CURB PAINT COLOR "X" (B=BLUE, R=RED, Y=YELLOW) / CURB PAINT LENGTH "YY" (LF) SEE SHEET 36 FOR DETAIL. REMOVE, REGRADE & PLACE 6" HMA PORTLAND CEMENT CONCRETE RAMPING SURFACE Packet Page 329
X X X X X X X X X X X X X X X X X UP LINCOLN STREET
SAN PABLO AVENUE 11 254.56 CP MAG NAIL 13251.90 CP MAG NAIL 1.9' 2 2 1 6.9' 3' 4' MIN. 4' MIN. 15' 15.1' 3 UP 1 4' MIN. 15' 11.1'
8' 5' 4' MIN. 2.5'
4' 2.5' 6' C1 C2 C4 C3 L1 L2 L3 C7 C9 C8 C6 C5 4' MIN.
4.2' 2.5'
4' MIN. 2.5'
2.5'
8' 1.1' 3.9' 4' 12 250.16 CP MAG NAIL
2'
6'
2' 13.9'
6' 4 5 5 5 R/26 R/27 R/17 R/7
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\SEASIDE, CITY OF\230127\TASK 01\DRAWINGS\230127-01_LINCOLN CURB RAMPS.DWG Plot Date: 4/17/2024 10:00 AM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:
Pavement Engineering Inc.
You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL 2023 PAVEMENT REHABILITATION PROJECT
CITY OF SEASIDE APRIL 2024 230127 of JOSEPH L . R I R I E C52735 Exp. 12-31-24 C I V I L S T A T E O F CA L I FOR N I A REG I STERED PRO F E S S I O NA L ENG I NEER
ENLARGEMENT L
LINCOLN STREET @ SAN PABLO AVENUE 25 36 1"=5' BM LINCOLN STREET @ SAN PABLO AVENUE ENLARGEMENT L 1"=5' WATER VALVE SURVEY MONUMENT COVER SURVEY NAIL ROADSIDE SIGN (EX.) FIRE HYDRANT (EX.) UTILITY POLE WATER METER COVER PORTLAND CEMENT CONCRETE IMPROVEMENTS INSTALL DETECTABLE WARNING SURFACE LEGEND SW SIDEWALK TC TOP OF CURB EXIST. ELEVATION(S) DESIGN ELEVATION(S) FL FLOWLINE HP HIGH POINT TP TOP OF PAVEMENT GUY ANCHOR UP X X FENCE & GATE & LANDSCAPE RESTORATION BACKFILL W/ NATIVE SOIL, REGRADE, REMOVE & REPLACE PCC DRIVEWAY ENLARGEMENT L NOTES: PROTECT IN PLACE EXISTING UTILITY POLE. ADJUST UTILITY COVER FLUSH W/ FINISHED GRADE. PROTECT IN PLACE EXISTING FIRE HYDRANT. LOWER UTILITY COVER WITHIN HMA TRANSITION. DETECTABLE WARNING SURFACE SHALL EXTEND THE FULL WIDTH OF THE CURB RAMP & A 2' DEPTH OF THE CURB RAMP. 12NOTES: 1. SLOPES SHOWN ON PLANS ARE APPROXIMATE & PROVIDED FOR DESIGN REVIEW. CURB RAMP LAYOUT & CONSTRUCTION SHALL FOLLOW DESIGN ELEVATIONS & DIMENSIONS AS SHOWN ON THESE PLANS. 2. GUTTER PAN SLOPE SHALL NOT EXCEED 4.2% (1" OF DEPTH OVER 2' OF WIDTH) WITHIN 2' OF CURB RAMP. CURVE TABLE 3 CURVE # LENGTH RADIUS DELTA C1 4.88 7.00 39°56'40" C2 5.58 8.00 39°56'40" C3 7.88 5.00 90°15'00" C4 6.03 6.50 53°07'48" C5 5.41 9.00 34°24'41" C6 6.61 11.00 34°24'41" C7 5.90 3.75 90°05'32" C8 4.74 11.00 24°42'04" C9 3.88 9.00 24°41'59" LINE TABLE LINE # DISTANCE BEARING L1 1.33 N88° 50' 30"W L2 5.33 N88° 50' 30"W L3 1.09 N01° 08' 09"E 4 APPROXIMATE RIGHT-OF-WAY LINE PROPERTY ADDRESS XX 1793 1808 SEE SHEET 36 FOR DETAIL. REMOVE, REGRADE, & PLACE 6" HMA 5 PORTLAND CONCRETE CEMENT PORTLAND CONCRETE CEMENT EX. ASPHALT CONCRETE CURB PAINT X/YY CURB PAINT COLOR "X" (B=BLUE, R=RED, Y=YELLOW) PORTLAND CEMENT CONCRETE RAMPING SURFACE / CURB PAINT LENGTH "YY" (LF) Packet Page 330
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X X X X X X X X
X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X WARING STREET
WANDA AVENUE 4' 8' 5.4'
4.5'
6'
2' 4.8'
5'
7.9' 13.7' 8.7'
4' 4.5' C2 C3L2 L1 C1
3 2 2'
2'
1 1420 1276
6'
6' R/20 R/18 R/15 ENLARGEMENT M NOTES: PROTECT IN PLACE EXISTING STORM DRAIN STRUCTURE. REMOVE TOP PORTION OF CURB INLET STRUCTURE & CONSTRUCT GRATE INLET PER DETAIL ON THIS SHEET. TOP OF RETAINING CURB TO BE FLUSH WITH EXISTING CONCRETE PAD SURFACE. 1 2 WATER VALVE SURVEY NAIL ROADSIDE SIGN (EX.) FIRE HYDRANT (EX.) RELOCATE ROADSIDE SIGN PORTLAND CEMENT CONCRETE IMPROVEMENTS INSTALL DETECTABLE WARNING SURFACE LEGEND BACKFILL W/ NATIVE SOIL & REGRADE SW SIDEWALK TC TOP OF CURB EXIST. ELEVATION(S) DESIGN ELEVATION(S) FL FLOWLINE CB CATCH BASIN TP TOP OF PAVEMENT X
X FENCE & GATE
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\SEASIDE, CITY OF\230127\TASK 01\DRAWINGS\230127-01_WARING CURB RAMPS.DWG Plot Date: 4/17/2024 10:01 AM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:
Pavement Engineering Inc.
You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL 2023 PAVEMENT REHABILITATION PROJECT
CITY OF SEASIDE APRIL 2024 230127 of
JOSEPH L . R I R I E C52735 Exp. 12-31-24 C I V I L
S T A T E
O F CA L I FOR N I A
REG I STERED PRO F E S S I O NA L ENG I NEER
ENLARGEMENT M
WARING STREET @ WANDA AVENUE (S) 1"=5' BM 26 WARING STREET @ WANDA AVENUE (S) ENLARGEMENT M 1"=5' CURVE TABLE CURVE # LENGTH RADIUS DELTA C1 1.61 14.83 06°12'18" C2 1.35 9.75 07°56'30" C3 0.99 9.75 05°50'40" LINE TABLE LINE # DISTANCE BEARING L1 2.39 N35°37'02"E L2 1.01 N01°08'29"E GI GRATE INLET 3 SURVEY MARKER SECTION A-A
12"
MIN.
6" (5) #4 REBAR EVEN SPACED W/ 6" MIN. INTO EXISTING DRAINAGE STRUCTURE W/ EPOXY NEW DRAINAGE STRUCTURE SALVAGE & RESET EX. GRATE EX. DRAINAGE STRUCTURE CUT OPENING TO MINIMIZE SPALL, TYP. THICKNESS OF NEW CONC. WALL TO MATCH EXISTING NOTES: 1. CONTRACTOR SHALL INSTALL IN THE GRATE INLET A TEMPORARY SYSTEM TO CATCH ANY DEBRIS DURING DEMOLITION & RECONSTRUCTION. 2. CONCRETE SHALL BE CLASS "A", 4,000 PSI IN 28 DAYS. FRONT VIEW
AA EXISTING CURB INLET TO BE REMOVED EXISTING CURB INLET TO BE REMOVED PROPOSED CONCRETE SURFACE APPROXIMATE RIGHT-OF-WAY LINE 6" RECONSTRUCT TOP OF GRATE INLET N.T.S. PROPOSED EX. GRATE GUTTER PAN TG TOP OF GRATE 36 XX PROPERTY ADDRESS NOTES: 1. SLOPES SHOWN ON PLANS ARE APPROXIMATE & PROVIDED FOR DESIGN REVIEW. CURB RAMP LAYOUT & CONSTRUCTION SHALL FOLLOW DESIGN ELEVATIONS & DIMENSIONS AS SHOWN ON THESE PLANS. 2. GUTTER PAN SLOPE SHALL NOT EXCEED 4.2% (1" OF DEPTH OVER 2' OF WIDTH) WITHIN 2' OF CURB RAMP. CURB PAINT X/YY CURB PAINT COLOR "X" (B=BLUE, R=RED, Y=YELLOW) / CURB PAINT LENGTH "YY" (LF) PORTLAND CONCRETE CEMENT PORTLAND CONCRETE CEMENT EX. ASPHALT CONCRETE ASPHALT CONCRETE EX. EX. PAVEMENT THICKNESS, WHICHEVER IS GREATER HMA CONFORM: REMOVE, REGRADE & PLACE 6" OR MATCH PORTLAND CEMENT CONCRETE RAMPING SURFACE Packet Page 331
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X UP WARING STREET WANDA AVENUE 2 43 173.45 Mag Nail W/ Shiner 45 179.36 Mag Nail W/ Shiner 1
3.9' 4.5'
4.1' 13.5' 11.1' 3.9' 1.3'10.2' 5' 2.5' 4' 4.7' C3 1421 1431 4 8.8' 6.1'
11.9' 5.1'
4.5' 4' 5' C2 C1 3
6' 4' 9' 6' 4' 2'
2'
2' 20' 12.9' 9.2' 9.2' 21.9'
6' 5 ENLARGEMENT N NOTES: REMOVE & REPLACE 4' OF HMA DIKE TO TRANSITION FROM EXISTING HMA DIKE TO PCC CURB & GUTTER. RESET EXISTING CITY VERTICAL BENCHMARK & RECORD ELEVATION W/ CITY. REMOVE TOP PORTION OF CURB INLET STRUCTURE & CONSTRUCT GRATE INLET PER DETAIL ON THIS SHEET. PROTECT IN PLACE EXISTING UTILITY POLE. LOWER UTILITY WITHIN HMA TRANSITION. 12 WATER VALVE SURVEY NAIL ROADSIDE SIGN (EX.) RELOCATE ROADSIDE SIGN UTILITY POLE WATER METER COVER PORTLAND CEMENT CONCRETE IMPROVEMENTS INSTALL DETECTABLE WARNING SURFACE LEGEND BACKFILL W/ NATIVE SOIL & REGRADE SW SIDEWALK TC TOP OF CURB EXIST. ELEVATION(S) DESIGN ELEVATION(S) FL FLOWLINE GI GRATE INLET TP TOP OF PAVEMENT UP X X FENCE & GATE APPROXIMATE RIGHT-OF-WAY LINE Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\SEASIDE, CITY OF\230127\TASK 01\DRAWINGS\230127-01_WARING CURB RAMPS.DWG Plot Date: 4/17/2024 10:02 AM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:
Pavement Engineering Inc.
You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL 2023 PAVEMENT REHABILITATION PROJECT
CITY OF SEASIDE APRIL 2024 230127 of JOSEPH L . R I R I E C52735 Exp. 12-31-24 C I V I L S T A T E O F CA L I FOR N I A REG I STERED PRO F E S S I O NA L ENG I NEER
ENLARGEMENT N
WARING STREET @ WANDA AVENUE (N) 1"=5' BM 27 WARING STREET @ WANDA AVENUE (N) ENLARGEMENT N 1"=5' CURVE TABLE CURVE # LENGTH RADIUS DELTA C1 1.94 6.50 17°06'34" C2 3.06 6.50 26°58'38" C3 17.15 11.00 89°19'34" 3 SURVEY MARKER CONSTRUCT 4" PCC RETAINING CURB SECTION A-A 12"
MIN.
6" (5) #4 REBAR EVEN SPACED W/ 6" MIN. INTO EXISTING DRAINAGE STRUCTURE W/ EPOXY. NEW DRAINAGE STRUCTURE. SALVAGE & RESET EX. GRATE. EX. DRAINAGE STRUCTURE. CUT OPENING TO MINIMIZE SPALL, TYP. THICKNESS OF NEW CONC. WALL TO MATCH EXISTING. NOTES: 1. CONTRACTOR SHALL INSTALL IN THE GRATE INLET A TEMPORARY SYSTEM TO CATCH ANY DEBRIS DURING DEMOLITION & RECONSTRUCTION. 2. CONCRETE SHALL BE CLASS "A", 4,000 PSI IN 28 DAYS. FRONT VIEW AA EXISTING CURB INLET TO BE REMOVED EXISTING CURB INLET TO BE REMOVED PROPOSED CONCRETE SURFACE 6" RECONSTRUCT TOP OF GRATE INLET: TG TOP OF GRATE 36 XX PROPERTY ADDRESS 4NOTES: 1. SLOPES SHOWN ON PLANS ARE APPROXIMATE & PROVIDED FOR DESIGN REVIEW. CURB RAMP LAYOUT & CONSTRUCTION SHALL FOLLOW DESIGN ELEVATIONS & DIMENSIONS AS SHOWN ON THESE PLANS. 2. GUTTER PAN SLOPE SHALL NOT EXCEED 4.2% (1" OF DEPTH OVER 2' OF WIDTH) WITHIN 2' OF CURB RAMP. PORTLAND CONCRETE CEMENT PORTLAND CONCRETE CEMENT EX. ASPHALT CONCRETE ASPHALT CONCRETE EX. EX. PAVEMENT THICKNESS, WHICHEVER IS GREATER HMA CONFORM: REMOVE, REGRADE & PLACE 6" OR MATCH PORTLAND CEMENT CONCRETE RAMPING SURFACE 5 Packet Page 332
X X X X X S WARING STREET 155 2 4 3
5.5' 7.8' 5' 7' 2' 6' 2' 4.5' 2' 5' 4' 9.2'
10' 7.5' 3' 2 6 7.9' 6' 6' 4' 33149.03 Mag Nail w/ Shiner C1 1399 1398 SONOMA AVENUE 8'
9.5'
9' 5' 13.2' ENLARGEMENT O NOTES: PROTECT IN PLACE EXISTING 1-1/2" IP TAGGED LS 3872. LOWER UTILITY WITHIN HMA TRANSITION. PROTECT IN PLACE EXISTING FENCE. PROTECT IN PLACE EXISTING RETAINING WALL. PROTECT IN PLACE EXISTING PIPE BOLLARD. REMOVE & REPLACE 4' OF HMA DIKE TO TRANSITION FROM EXISTING HMA DIKE TO PCC CURB & GUTTER. 12 WATER VALVE SURVEY NAIL ROADSIDE SIGN (EX.) MH PORTLAND CEMENT CONCRETE IMPROVEMENTS WATER METER COVER INSTALL DETECTABLE WARNING SURFACE LEGEND BACKFILL W/ NATIVE SOIL & REGRADE SW SIDEWALK TC TOP OF CURB EXIST. ELEVATION(S) DESIGN ELEVATION(S) FL FLOWLINE TP TOP OF PAVEMENT (D=STORM DRAIN, S=SEWER, T=AT&T) X X FENCE & GATE MANHOLE COVER Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\SEASIDE, CITY OF\230127\TASK 01\DRAWINGS\230127-01_WARING CURB RAMPS.DWG Plot Date: 4/17/2024 10:02 AM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:
Pavement Engineering Inc.
You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL 2023 PAVEMENT REHABILITATION PROJECT
CITY OF SEASIDE APRIL 2024 230127 of JOSEPH L . R I R I E C52735 Exp. 12-31-24 C I V I L S T A T E O F CA L I FOR N I A REG I STERED PRO F E S S I O NA L ENG I NEER
ENLARGEMENT O
WARING STREET @ SONOMA AVENUE (S) 1"=5' BM 28 WARING STREET @ SONOMA AVENUE (S) ENLARGEMENT O 1"=5' 3456 CURVE TABLE CURVE # LENGTH RADIUS DELTA C1 21.43 20.00 61°23'53" REMOVE & REPLACE HMA DIKE SURVEY MARKER APPROXIMATE RIGHT-OF-WAY LINE 36 NOTES: XX PROPERTY ADDRESS 1. SLOPES SHOWN ON PLANS ARE APPROXIMATE & PROVIDED FOR DESIGN REVIEW. CURB RAMP LAYOUT & CONSTRUCTION SHALL FOLLOW DESIGN ELEVATIONS & DIMENSIONS AS SHOWN ON THESE PLANS. 2. GUTTER PAN SLOPE SHALL NOT EXCEED 4.2% (1" OF DEPTH OVER 2' OF WIDTH) WITHIN 2' OF CURB RAMP. PORTLAND CONCRETE CEMENT PORTLAND CONCRETE CEMENT EX. ASPHALT CONCRETE ASPHALT CONCRETE EX. EX. PAVEMENT THICKNESS, WHICHEVER IS GREATER HMA CONFORM: REMOVE, REGRADE & PLACE 6" OR MATCH PORTLAND CEMENT CONCRETE RAMPING SURFACE RELOCATE ROADSIDE SIGN Packet Page 333
8 X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X X X X X X X X X X WARING STREET
ELM AVENUE
4.9' 15' 10.7' 8' 4'
4' 1
2 2'
8 3
5 5
6 2
6'
2' 2' 15' 5.7'
4.7' 6.9' 10.2' 8.5' 4.5' 4' 5' 4'
6' 2.6' 4' L3 L1 C1 L3 C2
4 7
12.1' 18'
8 4' 1424 1450 Y/60
12' R/20 18.5' ENLARGEMENT P NOTES: ADJUST UTILITY COVER FLUSH W/ FINISHED GRADE. PROTECT IN PLACE EXISTING RETAINING WALL. PROTECT IN PLACE EXISTING BOLLARD & GATE. SALVAGE & RESET EXISTING BOLLARD OUTSIDE OF PCC IMPROVEMENTS. SALVAGE & RESET EXISTING WHEEL STOPS. RESTRIPE ~4 LF OF 4" WIDE LINE. 2 COATS MIN. APPLICATION. REMOVE & REPLACE PCC PAD @ FIRE HYDRANT. TOP OF PAD TO BE FLUSH W/ RETAINING CURB. LOWER UTILITY COVER WITHIN HMA TRANSITION. 1 2 WATER VALVE SURVEY NAIL ROADSIDE SIGN (EX.) FIRE HYDRANT (EX.) RELOCATE ROADSIDE SIGN WATER METER COVER PORTLAND CEMENT CONCRETE IMPROVEMENTS INSTALL DETECTABLE WARNING SURFACE LEGEND BACKFILL W/ NATIVE SOIL & REGRADE REMOVE & REPLACE PCC DRIVEWAY SW SIDEWALK TC TOP OF CURB EXIST. ELEVATION(S) DESIGN ELEVATION(S) FL FLOWLINE HP HIGH POINT TP TOP OF PAVEMENT X
X FENCE & GATE
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\SEASIDE, CITY OF\230127\TASK 01\DRAWINGS\230127-01_WARING CURB RAMPS.DWG Plot Date: 4/17/2024 10:00 AM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:
Pavement Engineering Inc.
You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL 2023 PAVEMENT REHABILITATION PROJECT
CITY OF SEASIDE APRIL 2024 230127 of
JOSEPH L . R I R I E C52735 Exp. 12-31-24 C I V I L
S T A T E
O F CA L I FOR N I A
REG I STERED PRO F E S S I O NA L ENG I NEER
ENLARGEMENT P
WARING STREET @ ELM AVENUE (S) 1"=5' BM 29 WARING STREET @ ELM AVENUE (S) ENLARGEMENT P 1"=5' 3 4
56 7 CURVE TABLE CURVE # LENGTH RADIUS DELTA C1 1.93 3.00 36°52'11" C2 2.57 4.00 36°52'11" LINE TABLE LINE # DISTANCE BEARING L1 3.41 N43°53'26"W L2 0.91 N01°09'58"E L3 4.33 N35°42'13"W 8 SURVEY MARKER APPROXIMATE RIGHT-OF-WAY LINE 36 XX PROPERTY ADDRESS NOTES: 1. SLOPES SHOWN ON PLANS ARE APPROXIMATE & PROVIDED FOR DESIGN REVIEW. CURB RAMP LAYOUT & CONSTRUCTION SHALL FOLLOW DESIGN ELEVATIONS & DIMENSIONS AS SHOWN ON THESE PLANS. 2. GUTTER PAN SLOPE SHALL NOT EXCEED 4.2% (1" OF DEPTH OVER 2' OF WIDTH) WITHIN 2' OF CURB RAMP. CURB PAINT X/YY CURB PAINT COLOR "X" (B=BLUE, R=RED, Y=YELLOW) / CURB PAINT LENGTH "YY" (LF) PORTLAND CONCRETE CEMENT PORTLAND CONCRETE CEMENT EX. ASPHALT CONCRETE EX. PAVEMENT THICKNESS, WHICHEVER IS GREATER HMA CONFORM: REMOVE, REGRADE & PLACE 6" OR MATCH PORTLAND CEMENT CONCRETE RAMPING SURFACE Packet Page 334
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XX X X X X X X UP 4' 4' 12.1' 7' 1
4'
2' 2' C1 2 18'
8' 12.2' 1501 1500 19' 27' ENLARGEMENT Q NOTES: PROTECT IN PLACE EXISTING FENCE. LOWER UTILITY COVER WITHIN HMA TRANSITION. 1 WATER VALVE UTILITY POLE PORTLAND CEMENT CONCRETE IMPROVEMENTS INSTALL DETECTABLE WARNING SURFACE LEGEND BACKFILL W/ NATIVE SOIL & REGRADE SW SIDEWALK TC TOP OF CURB EXIST. ELEVATION(S) DESIGN ELEVATION(S) FL FLOWLINE HP HIGH POINT TP TOP OF PAVEMENT UP X X FENCE & GATE Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\SEASIDE, CITY OF\230127\TASK 01\DRAWINGS\230127-01_WARING CURB RAMPS.DWG Plot Date: 4/17/2024 10:00 AM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:
Pavement Engineering Inc.
You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL 2023 PAVEMENT REHABILITATION PROJECT
CITY OF SEASIDE APRIL 2024 230127 of JOSEPH L . R I R I E C52735 Exp. 12-31-24 C I V I L S T A T E O F CA L I FOR N I A REG I STERED PRO F E S S I O NA L ENG I NEER
ENLARGEMENT Q
WARING STREET @ ELM AVENUE (N) 1"=5' BM 30 WARING STREET ELM STREET WARING STREET @ ELM AVENUE (N) ENLARGEMENT Q 1"=5' CURVE TABLE CURVE # LENGTH RADIUS DELTA C1 4.00 2.50 90°05'38" 2 APPROXIMATE RIGHT-OF-WAY LINE 36 XX PROPERTY ADDRESS NOTES: 1. SLOPES SHOWN ON PLANS ARE APPROXIMATE & PROVIDED FOR DESIGN REVIEW. CURB RAMP LAYOUT & CONSTRUCTION SHALL FOLLOW DESIGN ELEVATIONS & DIMENSIONS AS SHOWN ON THESE PLANS. 2. GUTTER PAN SLOPE SHALL NOT EXCEED 4.2% (1" OF DEPTH OVER 2' OF WIDTH) WITHIN 2' OF CURB RAMP. PORTLAND CONCRETE CEMENT PORTLAND CONCRETE CEMENT EX. ASPHALT CONCRETE EX. PAVEMENT THICKNESS, WHICHEVER IS GREATER HMA CONFORM: REMOVE, REGRADE & PLACE 6" OR MATCH PORTLAND CEMENT CONCRETE RAMPING SURFACE Packet Page 335
X X X X X X X X X X X X X X X X X X X X X X X XX X X X X X X X X X X X X X X X X X X X X X X X 13.2' 4.5' 6' 11' 5' 4' 4.5'6' 2' 2' 6' 6' 2' 10' 2'
6' 9.5' 8' 4' 2.3' 6.3' 7' 5' 13.4' 1.6' 4.5' 4'5' 4' 4' 4' VELERTON COURT YOSEMITE STREET 19196.82 CP MAG NAIL 1 1
2' 1615 9 13' 13.8' 17'
16'
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\SEASIDE, CITY OF\230127\TASK 01\DRAWINGS\230127-01_YOSEMITE CURB RAMPS.DWG Plot Date: 4/17/2024 10:01 AM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:
Pavement Engineering Inc.
You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL 2023 PAVEMENT REHABILITATION PROJECT
CITY OF SEASIDE APRIL 2024 230127 of JOSEPH L . R I R I E C52735 Exp. 12-31-24 C I V I L S T A T E O F CA L I FOR N I A REG I STERED PRO F E S S I O NA L ENG I NEER
ENLARGEMENT R
YOSEMITE STREET @ VELERTON COURT 31 36 1"=5' BM YOSEMITE STREET @ VELERTON COURT ENLARGEMENT R 1"=5' ENLARGEMENT R NOTES: ASPHALT PAVEMENT ELEVATIONS SHOWN ARE PRIOR TO 2-1/4" HMA OVERLAY. CONTRACTOR TO PROVIDE TEMPORARY TRANSITION AT PASSAGEWAY UNTIL HMA OVERLAY IS PAVED. NEW SIDEWALK ELEVATIONS WILL BE FLUSH W/ OVERLAY SURFACE. 1 WATER VALVE SURVEY MONUMENT COVER SURVEY NAIL ROADSIDE SIGN (EX.) RELOCATE ROADSIDE SIGN WATER METER COVER PORTLAND CEMENT CONCRETE IMPROVEMENTS INSTALL DETECTABLE WARNING SURFACE LEGEND LIGHT STANDARD (EX.) SW SIDEWALK TC TOP OF CURB EXIST. ELEVATION(S) DESIGN ELEVATION(S) FL FLOWLINE EP EDGE OF PAVEMENT TP TOP OF PAVEMENT X X FENCE & GATE NOTES: 1. SLOPES SHOWN ON PLANS ARE APPROXIMATE & PROVIDED FOR DESIGN REVIEW. CURB RAMP LAYOUT & CONSTRUCTION SHALL FOLLOW DESIGN ELEVATIONS & DIMENSIONS AS SHOWN ON THESE PLANS. 2. GUTTER PAN SLOPE SHALL NOT EXCEED 4.2% (1" OF DEPTH OVER 2' OF WIDTH) WITHIN 2' OF CURB RAMP. 3. COUNTER SLOPE OF ROAD SURFACES IMMEDIATELY ADJACENT TO & WITHIN 24" OF ISLAND PASSAGEWAY SHALL BE NO STEEP THAN 5.0%. & LANDSCAPE RESTORATION BACKFILL W/ NATIVE SOIL, REGRADE, REMOVE & REPLACE/ CONSTRUCT PCC CURB PROPERTY ADDRESS XX PORTLAND CONCRETE CEMENT PORTLAND CONCRETE CEMENT EX. ASPHALT CONCRETE EX. PAVEMENT THICKNESS, WHICHEVER IS GREATER HMA CONFORM: REMOVE, REGRADE & PLACE 6" OR MATCH PORTLAND CEMENT CONCRETE RAMPING SURFACE Packet Page 336
D 7' 8' 4' 10.8' 5' 4' 4.5'
4' 3.5' 7.5' 5' 4.5'
4' MENDOCINO STREET
YOSEMITE STREET 16 198.77 CP MAG NAIL 1 2 2 1637 1655
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\SEASIDE, CITY OF\230127\TASK 01\DRAWINGS\230127-01_YOSEMITE CURB RAMPS.DWG Plot Date: 4/17/2024 10:02 AM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:
Pavement Engineering Inc.
You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL 2023 PAVEMENT REHABILITATION PROJECT
CITY OF SEASIDE APRIL 2024 230127 of JOSEPH L . R I R I E C52735 Exp. 12-31-24 C I V I L S T A T E O F CA L I FOR N I A REG I STERED PRO F E S S I O NA L ENG I NEER
ENLARGEMENT S
YOSEMITE STREET @ MENDOCINO STREET 32 36 1"=5' BM YOSEMITE STREET @ MENDOCINO STREET ENLARGEMENT S 1"=5' ENLARGEMENT S NOTES: REMOVE EXISTING CONCRETE BEHIND SIDEWALK & CONSTRUCT VARYING WIDTH RETAINING CURB BETWEEN NEW SURFACE & EXISTING RETAINING WALL (4" MIN. TO 8" MAX. WIDTH). PROTECT IN PLACE EXISTING RETAINING WALL. 1 WATER VALVE SURVEY MONUMENT COVER SURVEY NAIL ROADSIDE SIGN (EX.) FIRE HYDRANT (EX.) MH PORTLAND CEMENT CONCRETE IMPROVEMENTS INSTALL DETECTABLE WARNING SURFACE LEGEND LIGHT STANDARD (EX.) SW SIDEWALK TC TOP OF CURB EXIST. ELEVATION(S) DESIGN ELEVATION(S) FL FLOWLINE HP HIGH POINT (D=STORM DRAIN, S=SEWER, T=AT&T) MANHOLE COVER NOTES: 1. SLOPES SHOWN ON PLANS ARE APPROXIMATE & PROVIDED FOR DESIGN REVIEW. CURB RAMP LAYOUT & CONSTRUCTION SHALL FOLLOW DESIGN ELEVATIONS & DIMENSIONS AS SHOWN ON THESE PLANS. 2. GUTTER PAN SLOPE SHALL NOT EXCEED 4.2% (1" OF DEPTH OVER 2' OF WIDTH) WITHIN 2' OF CURB RAMP. & LANDSCAPE RESTORATION BACKFILL W/ NATIVE SOIL, REGRADE, REMOVE & REPLACE/ CONSTRUCT MODIFIED PCC CURB 2 PROPERTY ADDRESS XX PORTLAND CONCRETE CEMENT PORTLAND CONCRETE CEMENT EX. ASPHALT CONCRETE EX. PAVEMENT THICKNESS, WHICHEVER IS GREATER HMA CONFORM: REMOVE, REGRADE & PLACE 6" OR MATCH PORTLAND CEMENT CONCRETE RAMPING SURFACE Packet Page 337
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X X X X X X
X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X
X
X
X
5.7'
4.5'
11'
4.6'
5'
4' 4.5'
5'
10'
4.2'
4.5'
12'
4'
4.5'
5'
4' 2' 2'
5' 2.8' 9.8'
10.6' 5' 2.8' 10' VILLANOVA COURT
YOSEMITE STREET 8'
1 2
3 3 1675 1693 R/25
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\SEASIDE, CITY OF\230127\TASK 01\DRAWINGS\230127-01_YOSEMITE CURB RAMPS.DWG Plot Date: 4/17/2024 10:01 AM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:
Pavement Engineering Inc.
You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL 2023 PAVEMENT REHABILITATION PROJECT
CITY OF SEASIDE APRIL 2024 230127 of
JOSEPH L . R I R I E C52735 Exp. 12-31-24 C I V I L
S T A T E
O F CA L I FOR N I A
REG I STERED PRO F E S S I O NA L ENG I NEER
ENLARGEMENT T
YOSEMITE STREET @ VILLANOVA COURT 33 36 1"=5' BM YOSEMITE STREET @ VILLANOVA COURT ENLARGEMENT T 1"=5' ENLARGEMENT T NOTES: REMOVE PLANT MATERIAL WITHIN LIMITS OF WORK. REMOVE EXISTING TREE, STUMP, & ROOT BALL. BACKFILL W/ CLASS 2 AGGREGATE BASE. ASPHALT PAVEMENT ELEVATIONS SHOWN ARE PRIOR TO 2-1/4" HMA OVERLAY. CONTRACTOR TO PROVIDE TEMPORARY TRANSITION AT PASSAGEWAY UNTIL HMA OVERLAY IS PAVED. NEW SIDEWALK ELEVATIONS WILL BE FLUSH W/ OVERLAY SURFACE. 1 2 WATER VALVE SURVEY MONUMENT COVER SURVEY NAIL ROADSIDE SIGN (EX.) FIRE HYDRANT (EX.) PORTLAND CEMENT CONCRETE IMPROVEMENTS WATER METER COVER INSTALL DETECTABLE WARNING SURFACE LEGEND LIGHT STANDARD (EX.) SW SIDEWALK TC TOP OF CURB EXIST. ELEVATION(S) DESIGN ELEVATION(S) FL FLOWLINE EP EDGE OF PAVEMENT X
X FENCE & GATE & LANDSCAPE RESTORATION BACKFILL W/ NATIVE SOIL, REGRADE, REMOVE & REPLACE/ CONSTRUCT PCC CURB 3NOTES: XX PROPERTY ADDRESS 1. SLOPES SHOWN ON PLANS ARE APPROXIMATE & PROVIDED FOR DESIGN REVIEW. CURB RAMP LAYOUT & CONSTRUCTION SHALL FOLLOW DESIGN ELEVATIONS & DIMENSIONS AS SHOWN ON THESE PLANS. 2. GUTTER PAN SLOPE SHALL NOT EXCEED 4.2% (1" OF DEPTH OVER 2' OF WIDTH) WITHIN 2' OF CURB RAMP. 3. COUNTER SLOPE OF ROAD SURFACES IMMEDIATELY ADJACENT TO & WITHIN 24" OF ISLAND PASSAGEWAY SHALL BE NO STEEP THAN 5.0%. PORTLAND CONCRETE CEMENT PORTLAND CONCRETE CEMENT EX. ASPHALT CONCRETE EX. PAVEMENT THICKNESS, WHICHEVER IS GREATER HMA CONFORM: REMOVE, REGRADE & PLACE 6" OR MATCH PORTLAND CEMENT CONCRETE RAMPING SURFACE CURB PAINT X/YY CURB PAINT COLOR "X" (B=BLUE, R=RED, Y=YELLOW) / CURB PAINT LENGTH "YY" (LF) Packet Page 338
HARDING STREET
ELM AVENUE
S
8' MIN./12' MAX.
2 X X X X X X
X
X
X
X
X
X
3 A
A
B
~9.7'
~14.5' 3'
2.5'
B
2'
1 5275 160.34 BRASS DISK
145 L.F. 12" R.C.P. S = 0.045
5 4 R/15 ENLARGEMENT U NOTES: PROTECT IN PLACE EXISTING 12" R.C.P. REMOVE EXISTING SECTION OF 12" R.C.P. (8' MIN. TO 12' MAX.) & REPLACE WITH NEW 12" R.C.P. & PCC HEADWALL AS SHOWN IN DETAIL ON THIS SHEET. PROTECT IN PLACE EXISTING SANITARY SEWER MANHOLE. REMOVE & REPLACE CURB & GUTTER ADJACENT TO NEW PIPE & HEADWALL. NEW CURB & GUTTER TO MATCH EXISTING TOP OF CURB & FLOW LINE ELEVATIONS UNLESS OTHERWISE NOTED. TAPER CURB TO FLUSH OVER 12". 1 2 WATER VALVE FIRE HYDRANT (EX.) MH PORTLAND CEMENT CONCRETE IMPROVEMENTS LEGEND BACKFILL W/ NATIVE SOIL & REGRADE (D=STORM DRAIN, S=SEWER, T=AT&T) X
X FENCE & GATE MANHOLE COVER
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\SEASIDE, CITY OF\230127\TASK 01\DRAWINGS\230127-01_HARDING CURB RAMPS.DWG Plot Date: 4/17/2024 10:00 AM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:
Pavement Engineering Inc.
You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL 2023 PAVEMENT REHABILITATION PROJECT
CITY OF SEASIDE APRIL 2024 230127 of
JOSEPH L . R I R I E C52735 Exp. 12-31-24 C I V I L
S T A T E
O F CA L I FOR N I A
REG I STERED PRO F E S S I O NA L ENG I NEER
ENLARGEMENT U
R.C.P. PIPE & HEADWALL @ HARDING STREET & ELM AVENUE AS SHOWN BM SURVEY MARKER 30" 6" 3/4"Ø GALV. ROD 20" LONG NEW 12" R.C.P. C&G BEYOND SHOWN DASHED 6" 6"
3 R.C.P. PIPE & HEADWALL @ HARDING STREET & ELM AVENUE ENLARGEMENT U 1"=5' SECTION A-A HEADWALL DETAIL: SECTION B-B 36 N.T.S. N.T.S. NOT TO SCALE 4 5 #4 REBAR @ 12" O.C. EA. WAY HEADWALL TAPER BEYOND SHOWN DASHED HEADWALL TAPER DOWN TO TOP OF CURB HEADWALL TAPER DOWN TO TOP OF CURB TAPER CURB FLUSH 12" ENSURE POSITIVE DRAINAGE (1% MIN.) 34 PORTLAND CONCRETE CEMENT PORTLAND CONCRETE CEMENT EX. ASPHALT CONCRETE CURB PAINT X/YY CURB PAINT COLOR "X" (B=BLUE, R=RED, Y=YELLOW) / CURB PAINT LENGTH "YY" (LF) EX. PAVEMENT THICKNESS, WHICHEVER IS GREATER HMA CONFORM: REMOVE, REGRADE & PLACE 6" OR MATCH 2" FROM FLOWLINE OF PIPE TO PCC SURFACE AT HEADWALL FLOWLINE Packet Page 339
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\SEASIDE, CITY OF\230127\TASK 01\DRAWINGS\230127-01_TITLE SHEET.DWG Plot Date: 4/17/2024 10:02 AM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:
Pavement Engineering Inc.
You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL 2023 PAVEMENT REHABILITATION PROJECT
CITY OF SEASIDE APRIL 2024 230127 of JOSEPH L . R I R I E C52735 Exp. 12-31-24 C I V I L S T A T E O F CA L I FOR N I A REG I STERED PRO F E S S I O NA L ENG I NEER DETAILS - 36 N/A BM 35
Packet Page 340
EX. STRUCTURE, CONCRETE OR PAVEMENT 1-3/4" HMA SURFACE COURSE NOTE: AT SOME LOCATIONS PAVEMENT ELEVATION WILL BE LOWERED TO MEET NEW GUTTER PAN SURFACES . WHERE GRADE IS TO BE ADJUSTED, CONTRACTOR SHALL REMOVE A PORTION OF EXIST. SUBGRADE & RECOMPACT TO 95% R.C. & REPLACE 6" HOT MIX ASPHALT (HMA). 4-1/4" HMA BASE COURSE NTS REMOVE, REGRADE & PLACE 6" HMA REMOVE, REPLACE, & PLACE AREA REMOVE EX. PAVEMENT & UNDERLYING MATERIAL RECOMPACT SUBGRADE TO 95% R.C. SAWCUT EX. PAVEMENT & TACK COAT ALL VERT. EDGES 6" SAWCUT EX. PAVEMENT & TACK COAT ALL VERT. EDGES NTS HMA CONFORM 2' MIN. SEE PLANS FOR WIDTH 6" OR MATCH EXISTING; WHICHEVER IS GREATER HMA SURFACE & BASE COURSE 3" MAX. NOTE: AT SOME LOCATIONS PAVEMENT ELEVATION WILL BE LOWERED TO MEET NEW GUTTER PAN SURFACES . WHERE GRADE IS TO BE ADJUSTED, CONTRACTOR SHALL REMOVE A PORTION OF EXIST. SUBGRADE & RECOMPACT TO 95% R.C. & REPLACE 6" HOT MIX ASPHALT (HMA). REMOVE EXISTING PAVEMENT EXISTING PAVEMENT EX. C&G NEW C&G COMPACT SUBGRADE TO 90% R.C. & REMOVE ANY LOOSE MATERIAL NTS PCC RAMPING SURFACE DETAIL 6" CONCRETE RAMPING SURFACE Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\SEASIDE, CITY OF\230127\TASK 01\DRAWINGS\230127-01_TITLE SHEET.DWG Plot Date: 4/17/2024 10:01 AM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:
Pavement Engineering Inc.
You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL 2023 PAVEMENT REHABILITATION PROJECT
CITY OF SEASIDE APRIL 2024 230127 of JOSEPH L . R I R I E C52735 Exp. 12-31-24 C I V I L S T A T E O F CA L I FOR N I A REG I STERED PRO F E S S I O NA L ENG I NEER
DETAILS
---- 36 N/A BM 36
Packet Page 341
CITY OF SEASIDE
STAFF REPORT
Item No.: 9.C.
TO: City Council
FROM: Nicholas Borges, Acting City Manager
BY: Nisha Patel, Public Works Director/City Engineer
Kirstin van Gend, Administrative Analyst II
DATE: June 6, 2024
SUBJECT: ADOPT A RESOLUTION APPROVING THE CONTRACTUAL 2.7%
INCREASE IN THE COLLECTION OF SOLID WASTE, RECYCLING,
AND ORGANICS RATE EFFECTIVE JULY 1, 2024, ACCORDING
TO THE INDEX-BASED RATE ADJUSTMENT CALCULATION OF
THE FRANCHISE AGREEMENT WITH GREENWASTE RECOVERY,
INC.
RECOMMENDATION
Adopt a Resolution increasing the GreenWaste collection rate by the contractually required rate of 2.7%.
BACKGROUND
On June 19, 2014, the City Council adopted Resolution No. 14-54 and entered into a new exclusive 15 year Franchise Agreement with GreenWaste Recovery to provide solid waste, recycling, and organics collection services for the City of Seaside. The Agreement provides a prescribed formula to determine annual rate adjustments, which become effective July 1st of each year. The formula includes the cost of disposal and processing ("tipping fee") at the Monterey Regional Waste Management District facility in Marina, inflationary indexes for adjustments to labor and operating costs, the cost of the City's Franchise Fee of 15%, and other regulatory fees. A 2.7% increase (the result of several factors including inflationary increases in labor and vehicle-related costs) to rates is calculated for the next fiscal year, starting on July 1, 2024. As an example, the residential 32-gallon rate will increase from $25.97 to $26.67, a total of $0.70. “EXHIBIT C” shows the rate schedule effective July 1, 2024.
FISCAL IMPACT
Packet Page 342
Item No. 9.C. Page 2 of 2
Any rate adjustments that result from the index-based rate adjustment would change costs to rate payers but will have no effect on City expenses. The Franchise Agreement has a 15% franchise fee of gross receipts. Any rate change provides a corresponding change in franchise fee revenue.
ATTACHMENTS
1. Resolution
2. Exhibit A - Resolution 14-54 Approving the Franchise Agreement
3. Exhibit B - Rate Adjustment Methodology
4. Exhibit C - Proposed Rates
Reviewed for Submission to the City Council by:
________________________________________
Nicholas Borges, Acting City Manager
Packet Page 343
Meeting Date: 6/6/2024
Item #: X.X.
RESOLUTION NO. 24-XX
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SEASIDE APPROVING AN INCREASE TO THE CHARGES BY THE CITY’S FRANCHISED
HAULER, GREENWASTE RECOVERY, FOR THE COLLECTION OF SOLID WASTE, RECYCLING, AND ORGANICS, EFFECTIVE JULY 1, 2024
WHEREAS, the City of Seaside (City) entered into a Franchise Agreement with GreenWaste Recovery, Inc. (GWR) on June 19, 2014, for solid waste, recycling, and organics collection services beginning May 1, 2015; and, WHEREAS, Section 8.2 of the Franchise Agreement requires annual inflationary adjustments to customer rates on July 1 of each year, as described in Exhibit E1 to the Agreement, based upon cost indices, changes in tipping fees at the Monterey Regional Waste Management District, and the actual tonnage of materials collected by GWR; and,
WHEREAS, HF&H Consultants, LLC (HF&H) was retained by the Monterey Regional Waste Management District on behalf of all of its member jurisdictions to assist with a review of GWR’s request for an adjustment to customer rates submitted to the City on April 1, 2024; and,
WHEREAS, HF&H’s calculation of the rate adjustments have been reviewed by City staff, and staff finds the calculations to be consistent with the methodology and requirements of the Franchise Agreement; and
WHEREAS, the rate review resulted in a 2.7% rate increase; and WHEREAS, the franchise fees collected are imposed for specific solid waste system services including maintenance of streets proportionate with the impact by solid waste collection services, and SB 1383 compliance and program implementation.
NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Seaside does hereby approve a 2.7% increase to charges by the City’s franchised hauler, GreenWaste Recovery, for the collection of solid waste, recycling, and organics, effective on July 1, 2024, as shown in Exhibit C.
Packet Page 344
-2
PASSED AND ADOPTED at a Regular meeting of the City Council of the City of Seaside duly held on the 6th day of June, 2024, by the following vote:
AYES: COUNCIL MEMBERS
NOES: COUNCIL MEMBERS
ABSENT: COUNCIL MEMBERS
ABSTAIN: COUNCIL MEMBERS
APPROVED:
_______________________________
Ian N. Oglesby, Mayor
ATTEST:
______________________________
Dominique L. Davis, City Clerk
APPROVED TO FORM:
______________________________
Sheri L. Damon, City Attorney
Packet Page 345
RESOLUTION NO. 14-54
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SEASIDE
APPROVING THE FRANCHISE AGREEMENT WITH GREENWASTE RECOVERY WHEREAS, the City Council of the City of Seaside has a Franchise Agreement with the Waste Management, Inc. that is expiring in May 2015; and WHEREAS, the City of Seaside staff has participated on the Monterey Regional Waste Management District's Technical Advisory Committee for several years; and WHEREAS, the Technical Advisory Committee has conducted a thorough request for proposal process, reviewed all proposals received, and unanimously selected Green Waste Recovery as the best proposal; and
WHEREAS, the City Council of the City of Seaside received a presentation by Green Waste Recovery and a presentation by Waste Management, Inc. regarding the provision of garbage, recycling, and organics collection through a new franchise agreement; and WHEREAS, on January 29, 2014, the City Council approved a resolution authorizing staff to negotiate a franchise agreement with Green Waste Recovery; and WHEREAS, the City Council has received public comment and reviewed and discussed the agreement at the June 5, 2014 Study Session
NOW, THEREFORE BE IT RESOLVED, that the City Council of the City of Seaside authorizes the City Manager to sign the final agreement with Green Waste for the Franchise Agreement.
PASSED AND ADOPTED at a regular meeting of the City Council of the City of Seaside duly held on the 19th day of June, 2014 by the following vote:
AYES: 5
NOES: 0
ABSENT: 0
COUNCIL MEMBERS
COUNCIL MEMBERS
COUNCIL MEMBERS
COUNCIL MEMBERS
Alexander, Edwards, Oglesby, Pacheco, Rubio
None
None
None
EXIHIBIT A
Packet Page 346
EXHIBIT E1:
RATE ADJUSTMENT METHODOLOGY
MUL Tl-INDEX RATE ADJUSTMENT METHODOLOGY
EXHIBIT B
Packet Page 347
This page intentionally left blank
Packet Page 348
EXHIBIT El
MULTI-INDEX RATE ADJUSTMENT METHODOLOGY
General
The multi-index Rate adjustment methodology involves inflating: (1) the operating component of Rates for the current Rate Period by the CPI, ECI, and Fuel Index; and, (2) the disposal, processing, and fee components of the Rates by the actual changes to those components, to determine the Rates for the coming Rate Period. The intent of performing the multi-index-based adjustment is to allow Contractor's Compensation to be adjusted throughout the Term of this Agreement (giving consideration to those specific cost categories of "fuel" and "labor" that may be more volatile than the CPI} using simple, readily available indicators of changes in Contractor's costs for providing service.
If the ECI, CPI, or Fuel Index is discontinued or revised during the Term by the BLS, such other government index or computation with which it is replaced shall be used in order to obtain substantially the same result as would be obtained if said index had not been discontinued or revised.
Calculation
Contractor shall calculate the adjustment to their Rates using the following methodology:
Step 1: Calculate the "Operating Component Factor" or "OCF".
Step la: Calculate the Labor-Related Factor of the OCF by calculating the Annual Percentage Change in the ECI. The factor shall be rounded to the nearest tenth {10th) percent.
Step lb: Calculate the Fuel Factor of the OCF by calculating the Annual Percentage Change in the Fuel Index. The factor shall be rounded to the nearest tenth {10th) percent. If Contractor purchases CNG from the MRWMD, either Agency or Contractor may require that the percentage change in the Fuel Index be replaced by the percentage change in the annual average per unit price of fuel. The annual average per unit price of fuel shall be calculated based on the total fuel expense in the most recently completed calendar year divided by the number of units purchased in that same period. The percentage change shall consider the average unit price in the most recently completed calendar year compared to the calendar year immediately preceding. For · the purposes of the first such adjustment, Contractor's Proposal assumed a Diesel Gallon Equivalent price of $1.696.
Step le: Calculate the Other Factor of the OCF by calculating the Annual Percentage Change in the CPI. The factor shall be rounded to the nearest tenth (10th) percent.
Step ld: Calculate the OCF, rounded to the nearest tenth (10th) percent, as follows:
OCF = (17.4% x Labor-Related Factor calculated in Step la above) + (3.2% x Fuel Factor calculated in Step lb above)+ (79.4% x Other Factor calculated in Step le above) For example, assuming:
1. Proposed labor-related costs are 17.4% of proposed total annual operating costs.
Franchise Agreement, Exhibit El
Page El-1
Packet Page 349
EXHIBIT El
MULTI-INDEX RATE ADJUSTMENT METHODOLOGY
2. Proposed fuel costs are 3.2% of proposed total annual operating costs.
3. Proposed other costs are 79.4% of proposed total annual operating costs.
4. Labor-Related Factor= 3% (calculated in Step la)
5. Fuel Factor= 17% (calculated in Step lb)
6. Other Factor= 1% (calculated in Step le)
7. OCF = (17.4% x 3%) + (3.2% x 17%) + (79.4% x 1%) = 0.0186 = 1.9% Step 2: Calculate the adjusted Operating Component, rounded to the nearest cent, for each Rate as follows:
Adjusted Operating Component= Then-current Operating Component x (1 + OCF) For example, assuming:
1. Then-current Operating Component= $50.00
2. OCF = 1.9%
Adjusted Operating Component= $50.00 x (1 + 0.019) = $50.95 Step 3: Calculate the adjusted Disposal Component, rounded to the nearest cent, for each Rate to reflect any percentage change in the total cost of Disposal at the Approved Disposal Facility. This "step 311 shall only be applied to Solid Waste Rates. The adjustment shall be calculated as follows:
Adjusted Disposal Component = Then-current Disposal Component x [(Current Approved Disposal Facility Tipping Fee x Most Recent 12-month Tonnage + Interim Tipping Fee Increment x Actual Tonnage at Interim Tipping Fee) I (Prior Approved Disposal Facility Tipping Fee x Prior 12-month Tonnage)]
For example, assuming:
1. Then-current Disposal Component= $20.00
2. Current Approved Disposal Facility Tipping Fee= $50.00 per Ton
3. Most Recent 12-month Tonnage= 1,050
4. Interim Tipping Fee Increment= $3.75
5. Actual Tonnage at Interim Tipping Fee= 525
6. Prior Approved Disposal Facility Tipping Fee= $46.25 per Ton
7. Prior 12-month Tonnage= 1,000
Adjusted Disposal Component= $20.00 x [($50.00 x 1,050 + $3.75 x 525) / ($46.25 x 1,000)] = $23.55
Step 4: Calculate the adjusted Processing Component, rounded to the nearest cent, for each Rate to reflect any percentage change in the total cost of or rebate from Processing at an Approved Processing Facility. This "step 411 shall not be applied to Solid Waste Rates, unless the Solid Waste Rates includes the cost and/or revenue associated with processing Recyclable and/or Organic Materials. The processing component Rate Adjustment Factor shall not exceed the Annual Percentage Change in CPI for any facility owned and operated by Contractor or their Subcontractor. The adjustment shall be calculated as follows:
Franchise Agreement, Exhibit El
Page El-2
Packet Page 350
EXHIBIT El
MULTI-INDEX RATE ADJUSTMENT METHODOLOGY
Adjusted Processing Component = Then-current Processing Component x [{Current Approved Processing Facility Tipping Fee x Most Recent 12-month Tonnage + Interim Tipping Fee Increment x Actual Tonnage at Interim Tipping Fee) I (Prior Approved Processing Facility Tipping Fee x Prior 12-month Tonnage)]
For example, assuming:
1. Then-current Processing Component= $2.00
2. Current Approved Processing Facility Tipping Fee= $16.00 per Ton
3. Most Recent 12-month Tonnage= 900
4. Interim Tipping Fee Increment= $1.00
5. Actual Tonnage at Interim Tipping Fee= 500
6. Prior Approved Processing Facility Tipping Fee= $15.00 per Ton
7. Prior 12-month Tonnage= 1,000
Adjusted Processing Component= $2.00 x [($16.00 x 900 + $1.00 x 500) I ($15.00 x 1,000)] = $1.99
Step 5: Calculate the adjusted Fee Component, rounded to the nearest cent, for each Rate. The adjusted Fee Component of each Rate shall be calculated as follows:
Adjusted Fee Component= Then-current Fee Component x {l+OCF) For example, assuming:
1. Then-current Fee Component= $5.00
2. OCF = 1.9%
Adjusted Fee Component= $5.00 x (1+0.019) = $5.10
Step 6: Calculate the adjusted value for each Rate charged under this Agreement. Adjusted Rates shall be calculated as follows:
Adjusted Rate = Adjusted Operating Component + (Adjusted Disposal Component OR Adjusted Processing Component)+ Adjusted Fee Component
For example, assuming:
1. The Rate be.ing adjusted is a Solid Waste Collection Rate
2. Adjusted Operating Component= $50.95 (as calculated in Step 2)
3. Adjusted Disposal Component= $22.70 (as calculated in Step 3)
4. Adjusted Fee Component= $5.20 (as calculated in Step 5) Adjusted Rate= $50.95 + $23.55 + $5.10 = $79.60
Franchise Agreement, Exhibit El
Page El-3
Packet Page 351
Managing Tomorrow’s Resources Today
590 Ygnacio Valley Road, Suite 105 Northern California
Walnut Creek, California 94596 Southern California
Telephone: 925/977-6950 www.hfh-consultants.com
May 2, 2024
Kirstin Van Gend
Administrative Analyst
City of Seaside
Sent via E-mail
Subject: Review of GreenWaste Recovery’s 2024-25 Rate Request –Final Report Dear Kirstin Van Gend:
HF&H Consultants, LLC (HF&H) was retained by the Monterey Regional Waste Management District (District) to assist with a review of GreenWaste Recovery’s (GWR) request for an adjustment to customer rates, effective July 1, 2024, submitted to the City of Seaside (City) on March 1, 2024. This report presents our findings and recommendations.
EXECUTIVE SUMMARY
HF&H’s review of GWR’s Rate Period 10 (RP10) rate request to the City, and subsequent negotiations with GWR, resulted in the following outcomes:
HF&H has determined a 2.70% increase as appropriate as a result of the following components:
4.50% inflationary increase in labor-related costs
3.50% inflationary increase in vehicle-related costs (excl. fuel) Fuel rate held flat as set by the District
3.50% inflationary increase in other costs
Depreciation held flat per the Agreement
-8.98% net processing costs decrease due to the variance in Residue Processing Costs with its removal in 2022 per the district
2.54% increase in disposal costs due to an increase in per ton disposal rate, offset by a slight decrease in tonnage
Refer to Figure 1 below for the impact to sample residential rates.
EXHIBIT C
Packet Page 352
Managing Tomorrow’s Resources Today
Kirstin Van Gend
May 2, 2024