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CITY OF
z NEWPORT BEACH
c�<,FORN'P City Council Staff Report
January 9, 2024
Agenda Item No. 8
TO: HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL
FROM: David A. Webb, Public Works Director - 949-644-3311, [email protected]
PREPARED BY: Michael J. Sinacori, Assistant City Engineer - 949-644-3342 [email protected]
TITLE: West Coast Highway Joint Manhole & Valve Adjustments — Award of Contract No. 9417-1 (24R09)
ABSTRACT:
Staff received construction bids for the West Coast Highway Joint Manhole & Valve Adjustments project and requests City Council approval to award the construction contract to R.J. Noble Company. This project involves lowering and raising manholes and valve boxes for both the City of Newport Beach and the Orange County Sanitation District and will be performed in conjunction with the pavement rehabilitation by Caltrans along West Coast Highway between Jamboree Road and the Santa Ana River bridge.
RECOMMENDATIONS:
a) Find this project exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15301 (repair and maintenance of existing highways and streets, sidewalks, and gutters involving no expansion of use) of the CEQA Guidelines, because this project has no potential to have a significant effect on the environment; b) Approve Budget Amendment No. 24-041 appropriating $689,699 in new revenue from Orange County Sanitation District to Account No. 13501-431075-24R09 (which includes a 5% management fee) and $656,856 in expenditures to Account No. 13501- 980000-24R09;
c) Approve the project plans and specifications;
d) Award Contract No. 9417-1 to R.J. Noble Company for a total bid price of $922,925 for the West Coast Highway Joint Manhole & Valve Adjustments project, and authorize the Mayor and City Clerk to execute the contract;
e) Establish a contingency of $184,585 (20% of total bid) to cover the cost of unforeseen work not included in the original contract; and
f) Approve Reimbursement Agreement with Orange County Sanitation District and authorize the City Manager and City Clerk to execute the agreement.
RX
West Coast Highway Joint Manhole & Valve Adjustments —
Award of Contract No. 9417-1 (24R09)
January 9, 2024
DISCUSSION:
Caltrans will perform pavement rehabilitation work along West Coast Highway between Jamboree Road and the Santa Ana River bridge. The state has changed its practice and Caltrans will no longer lower and raise manholes, valve boxes, etc. before and after the repaving process. The City of Newport Beach and Orange County Sanitation District (OC San) are pooling their resources to ensure their facilities can be properly lowered before the paving process and raised to final grade after the paving process. This action avoids damages to the utilities and provides for a better paved finish surface once completed.
Adjusting utilities has and continues to be an industry practice though Caltrans is shifting the utility efforts and costs to local cities.
At 10 a.m. on December 13, 2023, the City Clerk opened and read the following bids for this project:
1:31919121 N
TOTAL BID AMOUNT
Low R.J. Noble Company $922,925
2nd All American Asphalt $1,154,100
3rd Teichert Energy & Utilities Group, Inc $1,424,840
4th MANHOLE ADJUSTING INC $3,468,550
The apparent low bidder for this project, R.J. Noble Company, submitted a bid approximately 8.3% less than the Engineer's Estimate of $1,000,000. R.J. Noble Company submitted all the necessary forms and possesses a Classification "A" License as required by the project specifications. A check of the contractor's references indicates satisfactory completion of similar projects for OC San and other public agencies.
Work necessary to complete this contract consists of locating, lowering and raising to finished grade, utility (sewer, water and storm drain) manholes and valve boxes for both the City and OC San. R.J. Noble Company will have 45 total working days. The Contractor will be allowed 20 working days to lower the facilities, pause for paving, and 25 working days to raise them all in concert with the Caltrans paving contractor.
Project plans and specifications will be available for review at the January 9, 2024 City Council meeting or upon request.
FISCAL IMPACT:
The Budget Amendment (Attachment B) recognizes $689,699 in additional revenue from OC San, which includes a 5% management fee to reimburse the City for the administrative overhead associated with managing this project. The proposed reimbursement agreement is included as Attachment C. It also appropriates $656,856 in increased expenditure appropriations for OC San's share of the project cost. The revenue will be posted to the OC Sanitation District Contribution account in the Public Works Department, 13501-431075-24R09, and the OC San related construction will be expensed to the CIP Expense account in the Public Works Department, 13501-980000- 24R09.
FIN
West Coast Highway Joint Manhole & Valve Adjustments —
Award of Contract No. 9417-1 (24R09)
January 9, 2024
With the approval of the Budget Amendment, sufficient funding for this project will be available from the following accounts:
Account Description
Water Capital
Wastewater Enterprise
OC San Contributions
Account Number
70201-980000-24R09
71101-980000-24R09
13501-980000-24R09
Total:
Proposed fund uses are as follows:
Vendor
RJ Noble Company
RJ Noble Company
Various
Amount
$
276,199
$
175,455
$
656,856
$
1,108,510
Purpose Amount
Construction Contract $ 922,925
Contingency $ 184,585
Incidentals, Printing $ 1,000
Total: $ 1,108,510
Staff recommends establishing $184,585 (20% of total bid) for contingency purposes due to the higher probability of unforeseen correctional/repair work associated with underground utility construction.
ENVIRONMENTAL REVIEW:
Staff recommends the City Council find this project exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15301 (repair and maintenance of existing highways and streets, sidewalks, and gutters involving no expansion of use) of the CEQA Guidelines, California Code of Regulations, Title 14, Chapter 3, because it has no potential to have a significant effect on the environment.
NOTICING:
The agenda item has been noticed according to the Brown Act (72 hours in advance of the meeting at which the City Council considers the item).
ATTACHMENTS:
Attachment A — Location Map
Attachment B — Budget Amendment
Attachment C — Reimbursement Agreement with OC San
Iz
ATTACHMENT A
NT;
LIMITS OF WORK
WEST COAST HIGHWAY JOINT MANHOLE &
VALVE ADJUSTMENTS
LOCATION MAP
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
C-9417-1 24R09 1 /9/2024
City of Newport Beach ATTACHMENT B
r BUDGET AMENDMENT
c'L`F°RN2023-24 BA#: 24-041
Department: Public Works
Requestor: Theresa Schweitzer
ONE TIME: 0 Yes ❑ No
Approvals
❑ CITY MANAGER'S APPROVAL ONLY
Finance Director: & r Date i Z/f
0 COUNCIL APPROVAL REQUIRED City Clerk: Date
EXPLANATION FOR REQUEST:
To appropriate new revenue from OC Sanitation District and appropriate a portion of it to fund the West Coast Highway ❑ from existing budget appropriations Joint Manhole & Valve Adjustments project (24R09). The 5% management fee will be used to offset the City's 0 from additional estimated revenues administrative overhead. ❑ from unappropriated fund balance
REVENUES
Fund #
Org
Object
Project
Description
Increase or (Decrease) S
135
13501
431075
241R09
CONTRIBUTIONS FUND CIP - OC SANITAT#ON DST CONTRIB
689,699.00
Subtotal
$ 689,699,00
EXPENDITURES
Fund #
Org
Object
Project
Description
Increase or (Decrease) $
135
13501
980000
241R09
CONTRIBUTIONS FUND CIP
- OP EXPENDITURES FOR GL
556,856.00
Subtotall
$ 656,856.00
FUND BALANCE
Fund #
Object
Description
Increase or (Decrease) $
135
300000
CONTRIBUTIONS FUND - FUND
BALANCE CONTROL
32,843.00
Subtotal
$ 32,843.00
Fund Balance Change Required
8-5
ATTACHMENT C
REIMBURSEMENT AGREEMENT
(ORANGE COUNTY SANITATION DISTRICT MANHOLE ADJUSTMENT)
THIS REIMBURSEMENT AGREEMENT FOR UTILITY ADJUSTMENT (this "Agreement") is entered into the day of , 20_ ("Effective Date"), between Orange County Sanitation District, a California public body ("OC San"), and City of Newport Beach, a California municipal corporation and charter city ("City"), individually referred to as "Party" and collectively "Parties".
RECITALS
A. Caltrans proposes improvements to Pacific Coast Highway from Santa Ana River Bridge to Jamboree Road, which work will generally consist of asphalt concrete pavement resurfacing and associated improvements within the existing right-of-way. City is to adjust all of City's structures to finished surface that are in locational conflict with Caltrans' proposed improvements ("City Project" or the "Project").
B. OC San has surficial manhole structures (the "Utilities") located on Pacific Coast Highway that are also in locational conflict with Caltrans' proposed improvements and that will similarly have to be adjusted to finished surface (the "Adjustment Work").
C. In order to minimize impacts to the environment, community and surrounding areas, City agrees to perform the Adjustment Work as part of its Project subject to reimbursement from OC San.
D. City and OC San desire to enter into this Agreement to outline their respective obligations regarding the cost, reimbursement, and timely execution of the Adjustment Work by City.
E. OC San has provided City with a copy of all OC San standard drawings ("Standards") outlining the Adjustment Work to be performed, and a copy of which Standards are attached hereto and made a part hereof as Exhibit A.
AGREEMENT
For and in consideration of the foregoing recitals which are incorporated herein, and other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, City and OC San agree as follows:
Section 1: Recitals. The Recitals above are deemed true and correct, are hereby incorporated in this Section as though fully set forth herein, and each Party to this Agreement acknowledges and agrees that they are bound by the same.
Section 2: Elements of Agreement. City and OC San will work cooperatively together so that Adjustment Work can be constructed as part of the Project in a manner that minimizes the
costs and impacts to all Parties and the public. The specific terms and conditions governing the elements of this Agreement are set forth hereinafter.
Section 3: CITY's Specific Obligations.
A. City will be responsible for compliance with the California Environmental Quality Act ("CEQA") and all other permitting requirements.
B. City will undergo a Public Works bidding process and will enter into a construction contract that includes the Adjustment Work as part of the Project. The Adjustment Work shall be constructed in accordance with the Standards. The total estimated cost of the Adjustment Work is $656,856, which includes a 20% contingency for unforeseen work not included in Project bid documents. The amount to be reimbursed by OC San shall be based on the actual cost of the Adjustment Work, subject to the prior written approval of OC San.
C. After award of the construction contract, City will submit relevant documentation to OC San for its files.
D. For the duration of Project construction, City will:
1. Promptly inform OC San of any proposed changes to the construction contract as it relates to the Adjustment Work. Copies of proposed changes affecting the Adjustment Work will be provided to OC San within five (5) working days of submission to City.
2. Provide OC San staff with contractor schedules and updates within five (5) days of acceptance by City staff.
3. Invite OC San staff to construction progress meetings.
4. Notify OC San 72 business hours prior to the need for an inspection.
5. Ensure the City's construction contractor coordinate with OC San to retrieve the manhole frames and covers for the Utilities (provided by OC San) from the OC San Treatment Plant No. 2 in Huntington Beach.
E. City will document and inform OC San of the date of the completion of the Adjustment Work. City will verify with OC San prior to issuance of progress payment to City's construction contractor that Adjustment Work was completed per the Standards.
F. City shall not be obligated to perform any Adjustment Work in excess of $656,856 unless OC San increases the Reimbursement Amount in accordance with Section
4.D.
M.
Section 4: OC San's Specific Obligations.
A. OC San will provide, at OC San's expense, new frames and covers for the Utilities to replace the existing frames and covers.
B. OC San will provide, at OC San's expense, inspection services to assure compliance with the Standards. OC San will promptly notify City if any portion of the Adjustment Work appears not to conform to the Standards, and will work with the City to resolve all discrepancies.
C. OC San will respond to City's request for an inspection within 48 hours. OC San will be responsible for the City's construction contractor's downtime due to failure to comply with this provision.
D. OC San's obligation to reimburse City includes the actual total costs for construction of the Adjustment Work (including design, permits, and bonds) plus an Administrative Fee (collectively the "Reimbursement Amount"), which shall not exceed a cumulative total of $689,699, unless otherwise approved by OC San or provided herein. The "Administrative Fee" is intended to cover the City's internal costs related to administration of the Adjustment Work and is equal to five percent (5%) of the total costs of the Adjustment Work. Any cost of the Adjustment Work that exceeds $656,856 shall be OC San's sole responsibility. City agrees to notify OC San at the earliest opportunity if the cost of the Adjustment Work is expected to exceed $656,856 at any time during the Project. If reimbursement over and above $689,699 is requested by City, OC San staff will request approval from OC San's General Manager or Board of Directors, as appropriate, to increase the Reimbursement Amount, which approval shall not be unreasonably withheld, conditioned, or delayed.
Section 5: Timing of Reimbursement. For each progress payment, including the final progress payment, made by City to its contractor, City shall submit an invoice to OC San setting forth OC San's share of the payment and the amount of the Administrative Fee. Invoices shall be accompanied by a copy of any documentation processed with the progress payment or other documentation to substantiate the calculation of OC San's portion. OC San shall pay City within thirty (30) days of OC San's receipt of all required invoices and supporting documentation.
Section 6: Counterparts. This Agreement may be executed in any number of counterparts with the same effect as if all parties hereto had signed the same document. All such counterparts shall be construed together and shall constitute one agreement, but in making proof hereof it shall only be necessary to produce one such counterpart.
Section 7: Successors and Assigns. This Agreement shall be binding upon and inure to the benefit of City and OC San and their respective legal representatives, successors and assigns.
Notwithstanding anything herein to the contrary, the OC San may not assign its rights and obligations under this Agreement without the prior written consent of City. City may assign its
rights or obligations under this Agreement without the OC San's consent, but with notice to the OC San.
Section 8: Indemnity. Each Party hereby agrees to indemnify, defend, protect and hold harmless the other Party, and its elected and appointed officials, officers, employees, representatives, volunteers, and agents from and against any and all claims (including, without limitation, claims for bodily injury, death or damage to property), demands, workers' compensation benefits, obligations, damages, actions, causes of action, suits, losses, judgments, fines, penalties, liabilities, costs and expenses of any kind or nature, arising from any breach of contract, negligent acts, omissions or breach of law, or willful misconduct of the indemnitor, or its officers, agents, or employees arising out of the performance of, or failure to perform, any provisions of this Agreement. Neither Party assumes liability for the acts or omissions of persons other than each Party's respective officers, agents, or employees. In the event judgment is entered against both Parties because of joint or concurrent negligence of both Parties, or their officers, agents, or employees, an apportionment of liability to pay such judgment shall be made by a court of competent jurisdiction. The respective obligations of the Parties pursuant to this Section shall survive expiration or earlier termination of this Agreement.
Section 9: Alteration of Terms. This Agreement fully expresses all understanding of the City and OC San with respect to the subject matter of this Agreement, and shall constitute the total Agreement between the parties for these purposes. No addition to, or alteration of, the terms of this Agreement, whether written or verbal, shall be valid unless made in writing and formally approved and executed by the Parties.
Section 10: Notices. Any notice, tender, demand, delivery, or other communication pursuant to this Agreement shall be in writing and shall be deemed to be properly given if delivered in person or mailed by first class or certified mail, postage prepaid, or sent by telefacsimile or other telegraphic communication in the manner provided in this Section, to the following persons:
CITY: City of Newport Beach
Attn: City Clerk
100 Civic Center Drive
Newport Beach, CA 92660
OC San: Orange County Sanitation District
Attn: Clerk of the Board
10844 Ellis Avenue,
Fountain Valley, CA 92708
A party may change its address by giving notice in writing to the other party. Thereafter, any communication shall be addressed and transmitted to the new address. If sent by mail, communication shall be effective or deemed to have been given three (3) days after it has been deposited in the United States mail, duly registered or certified, with postage prepaid, and addressed as set forth above. If sent by telefacsimile, communication shall be effective or deemed to have been given twenty-four (24) hours after the time set forth on the transmission report issued by the transmitting facsimile machine, addressed as set forth above. For purposes of calculating these time frames, weekends, federal, state, County or City holidays shall be excluded.
WE
Section 11: Term of Agreement. The Effective Date of this Agreement shall be the latter to occur of the following: (a) execution by the City or (b) execution by OC San. The term of the Agreement shall continue in full force and effect until all obligations of OC San to the City are completed in full accordance with the terms of this Agreement.
Section 12: Severability. If any term, provision, covenant, or condition set forth in this Agreement is held by the final judgment of a court of competent jurisdiction to be invalid, void, or unenforceable, the remaining provisions, covenants, and conditions shall continue in full force and effect to the extent that the basic intent of the Parties as expressed herein can be accomplished.
In addition, in such event the Parties shall cooperate in good faith in an effort to amend or modify this Agreement in a manner such that the purpose of the invalidated or voided provision, covenant, and condition can be accomplished to the maximum extent legally permissible; provided, however, that in no event shall either party be required to agree to an amendment or modification of this Agreement that materially adversely impacts its rights or materially increases its obligations or risks as set forth herein.
Section 13: Waiver of Default or Breach. Waiver of any default by either party shall not be considered a waiver of any subsequent default. Waiver of any breach by either party of any provision of this Agreement shall not be considered a waiver of any subsequent breach. Waiver of any default or any breach by either party shall not be considered a modification of the terms of this Agreement.
Section 14: No Third -Party Beneficiaries. Nothing in this Agreement is intended to create any third -party beneficiaries to the Agreement, and no person or entity other than the City and OC San, and the permitted successors and assigns of either of them, shall be authorized to enforce the provisions of this Agreement.
Section 15: Further Assurances. OC San and the City agree to execute, acknowledge and deliver any and all additional papers, documents and other assurances and to perform any and all acts and things reasonably necessary in connection with the performance of the obligations hereunder and to carry out the intent of the Parties.
Section 16: Agreement Negotiated. The text of this Agreement is the product of negotiation among the parties and their counsel and is not to be construed as having been prepared by one party or the other.
Section 17: Governing This Agreement shall be governed by and construed in accordance with the laws of the State of California.
Section 18: Termination. OC San may terminate this Agreement at any time, subject to the provisions of this section, by providing five (5) business days' prior written notice to City. If, at the request or direction of a party other than City, the performance of the Adjustment Work is not accomplished or completed, OC San shall remain obligated for the actual amount of the costs incurred by City for that work to the date of termination. s
If Caltrans' improvement work or the Project is canceled or modified so as to eliminate the necessity of the construction of the Adjustment Work, City shall have the right to terminate this Agreement and thereby terminate its obligation to perform the Adjustment Work, by providing five (5) business days' prior written notice to OC San. In such case, OC San will not be obligated for any design or any other costs incurred by City. If OC San elects to perform the Adjustment Work, OC San may, but shall not be obligated to, acquire the design or other work from City by separate agreement.
Section 19: Force Maieure. Neither party will be liable for any delays or other non- performance resulting from circumstances or causes beyond its reasonable control, including without limitation, fire or other casualty, act of God, strike or labor dispute, war or other violence, acts of third parties, or any law, order, or requirement of any governmental agency or authority other than the parties.
[SIGNATURES ON NEXT PAGE]
8-11
IN WITNESS WHEREOF, the parties are signing this Agreement as of the Effective Date.
ORANGE COUNTY SANITATION
DISTRICT, a California public body
Date:
By:
Chad P. Wanke
Chairperson of the Board
ATTEST
Date:
Bv:
Kelly A. Lore, MMC
Clerk of the Board
APPROVED AS TO FORM:
ALSTON & BIRD
Date:
By:
Gregg d Loubier
Special Counsel
CITY OF NEWPORT BEACH,
a California municipal corporation
Date:
By:
Grace K. Leung
City Manager
ATTEST
Date:
By:
Leilani I. Brown
City Clerk
APPROVED AS TO FORM:
CITY ATTOFNEY/'S OFFICE
7—Date: / i�
By: 7C
aro C. zb/z" wC-
Ci Atto ey
7 8-12
EXHIBIT A
Standard Drawings
8-13
MANHOLE FRAME
FILL GAP WITH CONCRET
MORTAR AS REQUIRE
CONCRETE GRADE RIN(
r)FTAII "AI'
SEE DETAIL °"° —
PVC MANHOLE T(
iEll lI 1,L;ti 1'�l J��'��i111R rllllll
MANHOLE COVER
BEAD OF SIKAFLEX 1A
SIKA-449/203 PRIMER
(OR EQUAL)
1 4. 1' WELD
PVC MANHOLE TOPPER
"i""''"' � OVER
MANHOLE
FRAME
NEW MANHOLE PVC LINER DETAIL
NOTES:
1. MAKE FINAL ADJUSTMENTS AT THE MORTAR JOINT BETWEEN THE FIRST AND SECOND GRADE RINGS. SET FLUSH WITH PAVEMENT TO ONE -EIGHTH INCH HIGH.
2. ADD OR REMOVE GRADE RINGS, REPAIR PVC OR SPRAYED ON LINER, AND SPARK TEST LINER FOR PINHOLES AND `PROBE TEST" FOR WEAK WELDS AS APPROVED BY THE ENGINEER. ADJUST HEIGHT AT MANHOLE RISER SECTIONS IF THE TOTAL HEIGHT OF GRADE RINGS WOULD EXCEED 24 INCHES.
3. BACKFILL FLUSH WITH SURFACE OR BELOW PAVEMENT SURFACE AS REQUIRED GOVERNING AGENCY WITH 3250 PSI (CLASS B) QUICK SETTING CONCRETE FOR COLLAR. EXPOSED CONCRETE SHALL BE BLACK IN COLOR.
4. FILL AREA ABOVE BELOW -GRADE COLLAR WITH AC WEARING SURFACE TO MATCH ADJACENT AC.
5. WHERE ODOR CONDITIONS EXIST OR WHERE DESIGNATED, SEAL MANHOLE RIM AND HOLES WITH DUCT -SEAL MASTIC. RE -SEAL IF EXISTING MANHOLE COVER WAS SEALED.
ORANGE COUNTY SANITATION DISTRICT NO SCALE
ORANGE COUNTY, CALIFORNIA PVC LINER INSTALLATION
APPROVED BY EXISTING CONCRETE MANHOLE STAN DARD DWG.
PpnJ, vir�N Ey Mlea +Vim,
1 EDAC 02/22/201 Millea, Kathleen �,, p„p�,,,.,,s-0� ADJUST TO GRADE S-050A NO. APPROVED DATE DIRECTOR OF ENGINEERING DATE
PVC LINING OR SPRAY -ON COATING
TERMINATION AT MANHOLE FRAME
PER S-050A AND S-055A
•
CONCRETE• TO - '-• •
GRADE
/I � #4 @ 6°CIRCULAR
MORTAR JOINTS, TYP #4 @ 12" RADIAL, TYP
CONCRETE COLLAR, TYP
NEW OR EXISTING CONE
PVC WELD STRIP FOR GRADE
RING AND CONE FOR PVC
LINER REPAIR, TYP.
CROSS SECTION
NOTES:
1. NEATLY REMOVE PAVEMENT AND AGGREGATE BASE AS NECESSARY TO MAKE ADJUSTMENT.
2. MAKE FINAL ADJUSTMENTS AT THE MORTAR JOINT BETWEEN THE FIRST AND SECOND GRADE RINGS. SET FLUSH WITH PAVEMENT TO 1/8" HIGH.
3. AT EXISTING MANHOLES, ADD OR REMOVE GRADE RINGS, REPAIR PVC OR SPRAYED LINER, AND SPARK TEST LINER FOR PINHOLES AS APPROVED BY THE ENGINEER. ADJUST HEIGHT AT MANHOLE RISER SECTIONS IF THE TOTAL HEIGHT OF GRADE RINGS WOULD EXCEED 24".
4. BACKFILL FLUSH WITH SURFACE OR BELOW PAVEMENT SURFACE AS REQUIRED BY GOVERNING AGENCY WITH 3250 PSI (CLASS B) QUICK -SETTING CONCRETE TO FORM COLLAR. EXPOSED CONCRETE SHALL BE BLACK IN COLOR.
5. FILL AREA ABOVE BELOW -GRADE COLLAR WITH AC WEARING SURFACE TO MATCH ADJACENT AC.
6. WHERE ODOR CONDITIONS EXIST OR WHERE DESIGNATED, SEAL MANHOLE RIM AND HOLES WITH DUCT -SEAL MASTIC. RE -SEAL IF EXISTING MANHOLE COVER WAS SEALED.
ORANGE COUNTY SANITATION DISTRICT NO SCALE
ORANGE COUNTY, CALIFORNIA MANHOLE ADJUSTMENT TO
ArRRoveoev STANDARD DWG.
�`. 4a.�•w,. GRADE
1 EDAC 02/22/201 Millea, Kathleen
NO. APPROVED DATE DIRECTOR OF ENGINEERING DATE S-055
14 MANHOI
FILL GAP WITH CONCRETE
MORTAR AS REQUIRED
CONCRETE GRADE RING
REPAIR CONCRETE AS
REQUIRED
SEE DETAIL'A'
I
I
IMPRi
TERMINATED PV
AT TOP OF MI
DETAIL "A"
: COVER
BEAD OF SIKAFLEX 1A
SIKA-449/203 PRIMER
(OR EQUAL)
PVC MANHOLE TOPPER
NON PVC -LINED OR
CORRODED CONCRETE
GRADE RINGS
MANHOLE COVER
CLEAN EXISTING PVC LINER WITH 409 AND BUFF
SURFACE, WELD NEW PVC MANHOLE TOPPER ONTO
EXISTING PVC LINER WITH 1' PVC WELD STRIP
EXISTING MANHOLE PVC LINER DETAIL
MANHOLE
FRAME
TRIM EXISTING P
LINER TO SOUND
CONCRETE
NOTES:
1. AT EXISTING MANHOLES, ADD OR REMOVE GRADE RINGS, REPAIR PVC OR SPRAYED ON LINER, AND SPARK TEST LINER FOR PINHOLES AND 'PROBE TEST° FOR WEAK WELDS AS APPROVED BY THE ENGINEER. ADJUST HEIGHT AT MANHOLE RISER SECTIONS IF THE TOTAL HEIGHT OF GRADE RINGS WOULD EXCEED 24 INCHES.
2. WHERE ODOR CONDITIONS EXIST OR WHERE DESIGNATED, SEAL MANHOLE RIM AND HOLES WITH DUCT -SEAL MASTIC. RE -SEAL IF EXISTING MANHOLE COVER WAS SEALED.
ORANGE COUNTY SANITATION DISTRICT NO SCALE
ORANGE COUNTY, CALIFORNIA PVC LINER REPAIR
1 EDAC 2/22/201 APPROVED illea,D� EXISTING CONCRETE MANHOLE STANDARD DWG.
I9•+R,,�m.,IMwo.a. i,.,Ntm
Millea, Kathleen a,,.,,,,,,,,,..,,,,,-0rao S-055A
NO. APPROVED DATE DIRECTOR OF ENGINEERING DATE
I
B
501
Bo PVC WITH KEY
NOTES
SOLVENTCEMENT OR
RESTRAINED JOINTS O
60' MANHOLE RISER. INSTALL PER DETAIL
-36' FRAME AND COVER
C5025A/C50258.
60' DIA PRECAST 2
316 SST WELDOLET NIPPLE.
-
CONCRETE MANHOLE
(SEE NOTE 1) S
316 SST BLIND FLANGE NITH UF11NG EYES,
4 3' FLANGED SST BALL VALVE. AMERICAN MODEL
4001. OR EQUAL.
I
O
SEE
FOR CONCRETE SECTION
/ENCASEM ENCASEMENT DETAIL. A/C5025B
DETAIL
Ne SGLE YAALS
FINISHED GRADE -FOR 2 SEE
PAVING SECTION DETAIL DETAIL
ADJUST COLLAR BLOCKS AS
A/C-11
REQUIRED TO SET FRAME FLUSH
NYTH PAVEMENT ti/6'
I `)
} 12'-24' (ADJUST
Ip TO GRADE)
V
1 — SCR BO PVC S OR
SOLVENT CEMENT OR
SST 4 I RESTRAINED JOINTS
FORCE MAIN ACCESS FEE.
(S12E AND ELEVATION PER
PLAN AND PROFILE)
HOPE PIPE OR
CLOSURE SPOOLS
PER DWG C5014
AND C5015
¢ SEE
DETAIL
PIPELINE AND STRUCTURE
RIM ELEVATION PER PLAN
AND PROFILE
SHEET NOTES
1. PRECAST MANHOLE RISERS AND GRADE RINGS
SHALL BE RATED FOR HS20 CDNTINUOUS TRAFFIC
IMPACT LOADING. SEAL ALL JOINTS MTH
RAM-NEK SEALANT. OR EQUAL.
2. PROVIDE BLIND FLANGE WITH 3' WELDED STEEL
FLANGED NOZZLE FOR MANUAL AIR RELEASE
ASSEMBLY WERE SHOWN ON DRAYANGS, SEE
PLAN AND PROFILE FOR LOCATIONS.
3. All VENT PIPING SHALL BE 316 SST INSIDE
ACCESS MANHOLE.
4. SEE ACCESS STRUCTURE SCHEDULE ON DWG
C5025C FOR MANHOLE STATIONING AND HAND
HOLE PLACEMENT.
F
i
STA PER PLAN-�
AND PROFILE
SECTION A
MI SCAU
I
SECTION B
$CAI[
RECORD DRAWING
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON
INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED
THE ACCUMCY OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH MAY BE HEREIN AS A RESULT.
Z
j
?
Q
3 iR
a
DKAYme. ec
Br�ownAD . •
Caldwell Tom'"
- ORANGE COUNTY
SANITATION DISTRICT
110RT FORCE MAIN REHABUTATION
nAOrtCT AO.
5-60
Q
jr
Q
—
CnECKEDe,. MB
":F �� �"=�
W WTY+eGLE ACCOKIY#lv1
AND4FAtfDA1
�� °"ie=�E
We�fi �.
MANUAL AIR RELEASE DETAIL
DBAwNDHD.
C5018
78 a 109
DESCRIPTION
DATE
APPR
8-17
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H
DUAL FM DRAIN PLAN
DETAIL }
w SCNL V4RE
HOPE PIPE
1' 316 SST BLIND FLANGE
WITH 2' 316 SST
THREADED BALLVALVE
AND PLUG
HOPE PIPE OR CLOSURE
SPOOL PER DOGS C5014
AND C5015
J
SINGLE FM DRAIN PLAN
DETAIL
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lY•E M] wcM[5
PATE APPR (P NOi YaGIE ACCpIDNOLYI
2 SEC
DETAtL
FINISHED GRADE —FOR PAVING
TO OCSD SEWER PER PLANS
4' SCH 80 PVC NTH SOLVENT
CEMENT OR RESTRAINED JOINTS
13 -- HOPE PIPE OR CLOSURE SPOOL
•,1 PER DWG$ CW14 AND C5015
SECTION A
NOON
BrownAw :mMW-4u ORANGE COUNTY
CeldweU SANITATION DISTRIC
KEY NOTES
1 60' DIA MANHOLE PER DETAIL C5025A OR C50258.
2 ROUTE DRAIN PIPING TO OCSO SEWER MANHOLE.
PROVIDE 2• MIN. COVER. CONSTRUCT PER DETAIL
D/C5029
5 SST BLIND FLANGE WITH LIFTING EYES.
7 8' FLANGED CAST IRON FUSION BONDED LINED AND
COATED FULL -PORT PLUG VALVE
OB
CALTRANS APPROVED PRECAST TRAFFIC BOX 17' .
30' FOR HS-20 LOADING. OLDCASTLE B1730 BOX
OR EQUAL LONG AXIS OF VAULT TO PARALLEL
ROADWAY CENTERLINE.
�9
CAL TRANS APPROVED STEEL BOLT DOWN CHECKER
PLATE VAULT COVER (20 1/4' A 33 1/4') FOR
MS-20 LOADING. OLDCASTLE 81730-SIJ4 OR EQUAL.
10 4- SC H BO FLANGE AND PVC BLIND FLANGE WITH
SSTL BOLTS, NUTS. AND WASHERS.
11 S.. 6' CLASS A CONCRETE FOOTING ALL AROUND
VAULT BOTTOM .
12 CR
3/4' CRUSHED DRAIN ROCK.
13 SEE SECTION A/C5025A AND SECTION A/C50258
FOR CONCRETE ENCASEMENT DETAIL
SHEET NOTES
I. PRECAST MANHOLE RISERS AND GRADE
RINGS SHALL BE RATED FOR HS20
CONTINUOUS TRAFFIC IMPACT LOADING.
SEAL ALL JOINTS MTN RAY-NEK SEALANT,
OR EQUAL.
2. SEE ACCESS STRUCTURE SCHEDULE ON DWG
C5025C FOR MANHOLE STATIONING AND
HAND HOLE PLACEMENT.
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8 O
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12 z} v4• j�`�
PLAN SECTION
DRAIN CONNECTION BOX
DETAIL 2
No sn
RECORD DRAWING
THESE RECORD DRAWINGS HAVE BE ENPREPAREDBASEDON
j
INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED
THE ACCURACY OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH MAY BE NEREINAS A RESULT. oROIEtr NO.
0 NEWPORT FORCE MAIN REHABILITATION
5— 60
Q
�.�
o
MANUAL DRAIN DETAIL
C5019
w
36' FRAME AND COVER
60" DIA PRECAST
1 CONCRETE MANHOLE
,(SEE
NOTE 1)
RISER ENCASEMENT BOTTOM SLAB.
CONSTRUCT PER DETAIL 2/C5025A
(\rO
,'
8' DIA a 8' DEEP SUMP
SINGLE FM ACCESS STRUCTURE
DETAIL
�Shc[ VNq
ADJUSTING COLLAR BLOCKS AS
REWIRED TO SET FRAME FLUSH TO
PAVEMENT S 1/8"
FINISHED GRADE -FOR
V I
PAYING SECTION DETAIL
A/C-11
L
I<
}1
FLAT 70P SLAB. CENTER OPENING
OVER 24' FORCE MAIN IEE
_
WATER PROOFING, TYP __ _
SEE SPECIFICATIONS--
1 FORCE MAIN ACCESS TEE
(PER PLAN AND PROFILE)
/6012' EW
ADDITIONAL REINFORCEMENT.
(2) #5 (4 SIDES)
ENCASED 24' PIPE RISER
8' DIA . 8" DEEP SUMP
TOP SLAB REINFORCEMENT PLAN
DET
HO::AIL 2
KEY
1p
NOTES
60" NANHOLE RISER,
2 MANHOLE BASE.
J
..PE WEEP RING OR HYDROPHILIC WATER STOP.
O316
SST BLIND FLANGE WITH LIFTING EYES TIP.
MODIFY AS SHOWN ON DETAILS C5018 AND C5019
WHERE AIR RELEASE AND DRAIN ASSEMBLIES
RESPECTIVELY ARE REOLmREO PER PLAN AND
PROFILE AND DWG C5025C.
O36'
DIA MANHOLE FRAME AND COVER PER OCSD
STANDARD DETAIL S-054 ON DWC C5029. PROVIDE
BOLT DOWN FRAME.
SHEET NOTES
1. PRECAST MANHOLE RISERS AND GRADE RINGS SHALL
BE RATED FOR HS20 CONTINUOUS TRAFFIC IMPACT
LOADING. SEAL ALL JOINTS MTN RAM-NEK SEALANT.
OR EOUAL.
2. SEE ACCESS 57RUC7URE SCHEDULE PER DWG
C5025C.
WALL JOINT YATH_/ HDPE PIPE OR CLOSURE SPOOL
SEALANT-TYP ? PER PLANS AND APPURTENANCE E6012" EW
y I E6012' EW SCHEDULE c•3 fi�
B E CLASS
A CONCRETE
VAJ
S .IES!-
g _ .i Z • •• % O t
' m � m � •. L' PER LAN `f7 i .a
/5012" EW 1YP
I ,I CLR h�
0 2 ri
F 16' MIN OVERE%CAVAII RECORD DRAWING
CRUSH ROCK GOUNDATI0" STA PER PLAN �6mY EW /6012• EW Z
MATERIAL WRAPPED WITH AND PROFILE 18' MIN OVEREXCAVAIION.
GEOIE%i7LE FABRIC OR 12" CRUSH ROCK FOUNDATION- THESE RECORD DRAWINGS HAVE BE "PREPARED BASED ON OF CLSM SECTION A MATERIAL WRAPPED WITH SECTION B INFORMATION PRONGED BY OTHERS. THE ENGINEER HAS NOT VERIFIED GEOTE%TILE FABRIC OR 12" IHEACCUMCYOFIHISMFOR TIONANDSH LLMOIBERESPONSIBLE OF CLSM VO X.E FOR ANY ERRORS OR OMISSIONS WHICH MAY BE HEREIN AS A RESULT. w ...HECO. uu mallluwNowNa mortcr No. Q
iIM7AVM eY. ac `a�wr+INlr.PaAtWEo a 5— 60 cc
p —.T « 1�ro�ANo - - ORANGE COUNTY NEwPORTFORCEMAINREHABIUTATION�BO � i� SANITATION DISTRICT SINGLE FM ACCESS STRUCTURE C5025A w a DETAIL cc
DESCRIPTION DATE APPR. If racv.E AN:fgIgNGLYN
BS or lOB
1 m
RISER ENCASEMENT SLAB.
CONSTRUCT PER DETAIL 2/C5o25B
STA PER PLAN @ PROFILE
NEW 36' NORTH
FM (MDPE)� m
llf�fAwq
NEW 32' SOUTH
FM (HDPE)
ADJUSTING COLLAR
BLOCKS AS REOUIRED
70 SET FRAME FLUSH
TO PAVEMENT 2 1/8'
WATER PROOFING, TYP I I
SEE SPECIFICATIONS
{
L
e
WALL JOINT WITH
SEALANT- IYP— � 2
b E
NEW 32' SOUTH y6 }I
FM (HOPE) 1
yyG_..._.__
y
_.._
STA PER PLAN
6V
AND PROFILE_�16
B
F
4�
18' MIN OCK FOUNDATION
FOUNDATION
f
ROCK
MATERIAL WRAPPED WITH
MATERIAL
gtl
GEOTEXTILE FABRIC OR 12'
OF CLSM
p�
3 DESCRIPTIM
F_ —.
e w
13'-10'
J
DUAL FM ACCESS STRUCTURE
DETAIL �1
No sn M v�s
BI I
5 ACCESS STRUCTURE A/C-II(TYP)
ION 36' FM BEYOND I
12'-2A• (ADJUST
TO GRAD£, TYP)
FLAT TOP SLAB. CENTER OPENING
OVER 2C FORCE MAIN TEE
#6012' EW
OF CONCRETE BASE
NEW 36' NORTH
FM (HOPE. IN
BACKGROUND)
FLOW
/6012' EW
ADDITIONAL REINFORCEMENT,
(2) 05 (s SIDES)
ENCASED 24' PIPE RISER
8• DIA . 8' DEEP SUMP
`116012' EW
SECTION A
n0 XAU
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avmN eY. Bc P
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oAENWY�P... Caldwell
LNFMiNCrts KEe[FD NIOEESEpIMI
F� � [xOM[[eNMEi11[
df0E1Mw0.
TAPPR. IE N01 T•eCHE ACCOAONOLV)
NEW 32'
FM
SLAB REINFORCEMENT PLAN
DETAIL 2
EO XAIf
' NORTH
RE)
Ew
KEY
I
NOTES
60' MANHOLE RISER.
2 MANHOLE BASE,
3 HOPE WEEP RING OR HYDROPHILIC WATER STOP.
O316
SST BLIND FLANGE WITH LIFTING EYES TYP.
MODIFY AS SHOWN ON DETAILS C5018 AND C5019
WHERE AIR RELEASE AND DRAIN ASSEMBLIES
RESPECTIVELY ARE REQUIRED PER PLAN AND
PROFILE AND DWG C5025C.
O36'
DIA MANHOLE FRAME AND COVER PER OCSD
STANDARD DETAIL S-054 ON DWG C5029. PROVIDE
BOLT DOWN FRAME.
SHEET NOTES
1. PRECAST MANHOLE RISERS AND GRADE RINGS SHALL
BE RATED FOR HS20 CONTIN0005 TRAFFIC IMPACT
LOADING. SEAL ALL JOINTS WITH RAM-NEK SEALANT,
OR EQUAL.
2. SEE ACCESS STRUCTURE SCHEDULE PER DWG
C5025C.
H
•-o• 1
RECORD DRAWING
n
Z
/6012' EW
THESE RE CORD DRAWINGS HAVE BEEN PREPARED BASED ON
SECTION B
INFOP14ATION PRONGED BY OTHERS. THE ENGINEER HAS NOT VERIFIED
THE ACCURACY OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE X'�
FOR ANY ERRORS OR OMISSIONS WMCH MAY BE HEREIN AS A RESULT. cc
[r10J[CrW
NEWPORT FORCE MAIN REHABIUTATION
5-60
cr
ORANGE COUNTY
0 DUAL FM ACCESS STRUCTURE
05025B
SANITATION DISTRICT
HEo.:
DETAIL
86 Pr 109
cc
8-20