2023/09/06 Eastern Municipal Water District (EMWD) City of Menifee Road Repair and Improvement Interagency Reimbursement Agreement1
CITY OF MENIFEE ROAD REPAIR AND IMPROVEMENT
INTERAGENCY REIMBURSEMENT AGREEMENT
This Interagency Reimbursement Agreement (“Agreement”) is made and entered into this
day of , 2023,
by and between EASTERN MUNICIPAL WATER DISTRICT, a public agency organized and
existing under and by virtue of the Municipal Water District Law of 1911 (hereinafter referred to
as “District”), and the CITY OF MENIFEE, a municipal corporation in the State of California
(hereinafter referred to as “City”). District and City are sometimes individually referred to herein
as “Party” and may be collectively referred to herein as “Parties”.
RECITALS
WHEREAS, the District is a public agency organized and existing under and by virtue of
the Municipal Water District Law of 1911; and
WHEREAS, the City is a municipal corporation operating under the laws of the State of
California; and
WHEREAS, District owns, operates, and maintains water, wastewater and recycled water
facilities and infrastructure within or in proximity to City’s limits in accordance with EMWD
Resolution 3224 (Trench Repair), Exhibit E, attached hereto; and
WHEREAS, City owns, operates, and maintains roads, streets, and other similar facilities
within or in proximity to District’s service area; and
WHEREAS, District is currently in construction of a Capital Improvement Project (CIP)
(hereinafter, the “Project”) as generally depicted on Exhibit A, attached hereto and incorporated
herein; and
WHEREAS, District’s responsibilities for road remediation associated with construction of
the aforementioned Project are pursuant to the District’s Plans and Specifications and the City of
Menifee Standard Plans 812, 813, Exhibit B, attached hereto and incorporated herein; and
WHEREAS, however, in conjunction with District construction, and due to the existing
pavement conditions within the Project area, City desires for District to include comprehensive
road repair and paving improvements above and beyond those specified in Exhibit B, with
contribution from the City, under District’s contract(s) for construction of the Project; and
WHEREAS, the purpose of this Agreement is to set forth the terms, conditions, and mutual
understandings whereby District agrees to include specific additional road repair and paving
improvements under District’s contract(s) for construction of the Project; and whereby City agrees
to reimburse District for the additional costs to be incurred by District that are over and above the
District’s road remediation obligation resulting from its construction of the Project, and to assume
and continue all liability and responsibility for the ongoing ownership, maintenance and repair
thereof.
DocuSign Envelope ID: C882F912-8125-441C-80F7-088A78AD300F
September6th
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NOW, THEREFORE, in consideration of the promises and covenants herein contained,
the Parties agree as follows:
AGREEMENT
1. Incorporation of Recitals. The Recitals set forth above are incorporated into and are a part
of this Interagency Agreement.
2. Agreement. District hereby agrees to contract for road repair and paving improvements
requested by City as part of or separate to the District’s contract(s) for the construction of
the Project within the City’s limits. District shall contract for such road repair and paving
improvements utilizing its own means and methods. City hereby agrees to reimburse
District forty-one percent (41%) of the pavement bid schedule (B-1) with the exception of
raising District facilities to grade which shall be 100% District responsibility, plus up to an
additional 10% contingency for unforeseen pavement related change orders in an amount
estimated at three hundred ten thousand ($310,000.00) as indicated in Exhibit D for the
additional costs incurred by District associated with such road repair and paving
improvements that are over and above the District’s road remediation obligation resulting
from its construction of the Project. The actual reimbursement amount paid to District by
the City for its share of the work shall be determined at completion of the work.
3. Effective Date; Term and Termination. This Agreement shall be effective on the date of
full execution of this Agreement by both parties (“Effective Date”). The term of this
Agreement shall commence on the Effective Date and remain in effect until completion of
the Project.
This Agreement may be terminated by District at any time prior to initiating construction of
City desired road repair and paving improvements that are above and beyond those
required in accordance with Exhibit B. City may terminate this Agreement at any time,
with or without cause, by providing at least twenty days written notice to District of such
termination. In such event, City shall compensate District for all costs incurred by District
through the effective date of such termination for, only, that portion of road repair and
paving improvements beyond those required in accordance with Exhibit B. In such event,
District shall provide City a detailed accounting of any such costs incurred for review and
approval, which such review, approval and payment to District shall not be unreasonably
withheld.
4. Plans and Specifications. District has included the City requested paving repairs and
associated paving improvements as a separate bid schedule to District’s contract(s) for
construction of the Project. City hereby acknowledges and agrees that it is responsible to
review and provide written approval of all such plans and specifications prior to
construction, and in doing so agrees that such plans and specifications are suitable and
acceptable for City’s needs and intended purpose.
The Specific Project additional work for the City’s participation in cost sharing with the
District are detailed in Exhibit C.
5. Construction and Inspection. City shall also be responsible to inspect, at City’s expense, all
paving repair and associated paving improvements for compliance with approved plans and
specifications. It is specifically understood that City’s inspection personnel shall have the
authority to enforce City approved plans and specifications, which authority shall include the
ability to require that any and all unacceptable materials, workmanship and/or installation be
repaired, replaced or corrected by District’s contractor. The District shall be solely
DocuSign Envelope ID: C882F912-8125-441C-80F7-088A78AD300F
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responsible for inspection and acceptance, at the District’s expense, all non-paving work as
part of the Project. The District shall assume and continue all liability and responsibility for the
ongoing ownership, maintenance and repair of the Project improvements, excluding paving
repairs, except where required by District Resolution 3224, as adopted October 16, 1996.
6. Insurance. Throughout the period of construction, District shall require its selected
contractor(s) to provide policies of Workers’ Compensation and General Liability
Insurance in an amount and type deemed suitable by District, and naming City as an
additional insured on District’s general liability insurance policy relating to the Project and
coverage shall be primary and non-contributory. Upon request by City, District shall
provide evidence of such insurance.
7. Prevailing Wage. District acknowledges that any work that qualifies as a “public work”
within the meaning of California Labor Code section 1720 shall cause City, and its sub-
consultants, to comply with the provisions of the California Labor Code section 1775 et
seq. District hereby warrants its compliance with all applicable provisions of the
aforementioned Code for purposes of the road repair and paving improvements
contemplated herein.
8. Invoicing and Payment. District shall maintain a detailed accounting of Project costs and
expenses, and shall invoice City for City’s agreed participation amounts as described in
sections 2 and 3 above and in related Exhibits. District shall invoice City upon completion
and acceptance of the additional paving work for the Project shown in Exhibit A, as
determined by District with City’s acceptance of paving improvements following
inspections described in section 5. City shall remit payment for the agreed amount to
District within sixty (60) calendar days following the date of such invoice.
9. Warranty. District shall ensure that the aforementioned, City approved, plans and
specifications for award to District’s contractor include District’s standard, one-year
warranty, which shall be effective from the date of District’s final acceptance. Thereafter,
City hereby acknowledges and agrees that District does not warrant, and in no way
guarantees the paving repairs and associated paving improvements that are over and
above District’s road remediation obligation resulting from District’s construction of the
Projects performed pursuant to this Agreement. City shall, itself, be solely responsible for
owning, operating and maintaining the paving repairs and associated paving
improvements installed hereunder.
10. Hold Harmless and Indemnification. District, its respective agents, officers and employees
shall not be liable for any claims, liabilities, penalties, fines, theft, or any damage to
property, whether real or personal, nor for any personal injuries or death caused by, or
resulting from, or claimed to have been caused by or resulting from, in any way, District’s
provision of the road repair and paving improvements that are over and above the District’s
road remediation obligation resulting from its construction of the Projects as contemplated
herein. City hereby agrees to defend, indemnify and hold District harmless, including its
respective agents, officers and employees against any of the foregoing liabilities, claims
and/or any cost or expense that is incurred by District on account of any of the foregoing
liabilities. Such obligation to defend, indemnify and hold District harmless shall survive
completion of the road repair and paving improvements performed hereunder.
City, its respective agents, officers and employees shall not be liable for any claims,
liabilities, penalties, fines, theft, or any damage to property, whether real or personal, nor
for any personal injuries or death caused by, or resulting from, or claimed to have been
caused by or resulting from, in any way, work performed for District’s road remediation
DocuSign Envelope ID: C882F912-8125-441C-80F7-088A78AD300F
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obligation resulting from its construction of the Projects as contemplated herein. District
hereby agrees to defend, indemnify and hold City harmless, including its respective
agents, officers and employees against any of the foregoing liabilities, claims and/or any
cost or expense that is incurred by City on account of any of the foregoing liabilities. Such
obligation to defend, indemnify and hold City harmless shall survive completion of the road
repair and paving improvements performed hereunder.
11. Disputes. In the event that any dispute between the Parties arises under this Agreement,
the Parties shall first attempt to resolve such dispute at the management level. If the
dispute is not resolved at this level within a mutually acceptable period of time (not to
exceed 45 calendar days from the date written notice of such dispute is delivered by any
Party), the Parties shall attempt to resolve the dispute at the senior management level. If
this process and the involvement of senior management does not result in resolution of
the dispute within 60 days from the date of referral to upper management, then the dispute
shall be referred to and finally resolved through legal proceedings. The use of the
foregoing procedure is a condition precedent to the commencement of any legal
proceedings hereunder.
12. Entire Agreement. This Agreement is intended by the Parties as a complete and exclusive
statement of the terms of their agreement and supersedes all prior agreements, written or
oral, as to this subject matter. This Agreement may be amended only in writing signed by
both parties. No waiver of any term or condition of this Agreement shall be a continuing
waiver thereof.
13. Governing Law. This Agreement shall be construed and governed in accordance with the
laws of the State of California, County of Riverside. Any action brought by either Party with
respect to this Agreement shall be brought in a court of competent jurisdiction within said
County.
14. Notices. Any notice required by this Interagency Agreement to be given or delivered to
any Party shall be deemed to have been received when personally delivered or mailed in
the United States mail addressed as follows:
District Eastern Municipal Water District
Post Office Box 8300
Perris, Ca. 92572-8300
Attn: General Manager
City City of Menifee
29844 Haun Road
Menifee, CA. 92586
Attn: City Manager
15. Preparation of This Agreement. This Agreement shall not be construed against the party
preparing it, but shall be construed as if both parties prepared it.
IN WITNESS WHEREOF, the Parties have executed this Agreement as of the date last executed.
DocuSign Envelope ID: C882F912-8125-441C-80F7-088A78AD300F
5
CITY OF MENIFEE
By:
Armando G. Villa, City Manager
Dated:
EASTERN MUNICIPAL WATER DISTRICT
By:
Joe Mouawad, P.E., General Manager
Dated:
Attest:
DocuSign Envelope ID: C882F912-8125-441C-80F7-088A78AD300F
9/6/2023
Dated:_____________________________
By:_______________
Jeffrey T. Melching
Dated:__________________________
9/6/2023
9/6/2023
Sarah A. Manwaring, City Clerk
2000 ft
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Exhibit A
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RIDGEMOOR
ELEMENTARY
SCHOOL
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Juno Street
Honeyrun Road
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PROJECT
LOCATION
Ridgemoor Road
RIDGEMOOR
ELEMENTARY
SCHOOL
DocuSign Envelope ID: C882F912-8125-441C-80F7-088A78AD300F
12" MINIMUM
6"
W = O.D + 24" MIN
O.D. + 36" MAX
TOP 3'
95% RELATIVE
COMPACTION
90% RELATIVE
COMPACTION
MATCH EXIST. AGGREGATE
BASE (4" MINIMUM)
+1"
MATCH EXIST.
PAVEMENT +1"
(4" MINIMUM)0.15'
C2-PG 64-10 PERMANENT ASPHALT
D2-PG 64-10 ASPHALT FINISH COURSE
SAWCUT EXISTING PAVEMENT
AND APPLY HEAVY ASPHALTIC
TACK COAT ON SAWCUT FACE.
SEE SHEET 3 OF 3 FOR NOTES
COLD MILL 10' MIN.
(SEE NOTE 6)
TRENCH BACKFILL MATERIAL
(FROM LIST BELOW OR AS
RECOMMENDED BY SOILS ENGINEER)
- CRUSHED AGGREGATE BASE
- CRUSHED MISCELLANEOUS BASE
(CERTIFIED)
- 1 SACK SLURRY
- NATIVE MATERIAL (WITH A SAND
EQUIVALENT OF 30 OR GREATER)
PIPE
BEDDING
ZONE
TRENCH
ZONE
PAVEMENT
ZONE 95% RELATIVE
COMPACTION
TRENCH PERPENDICULAR TO CURB
8/6/2014
Exhibit B
DocuSign Envelope ID: C882F912-8125-441C-80F7-088A78AD300F
12" MINIMUM
6"
W = O.D + 24" MIN
O.D. + 36" MAX
TOP 3'
95% RELATIVE
COMPACTION
90% RELATIVE
COMPACTION
MATCH EXIST. AGGREGATE
BASE (4" MINIMUM)
+1"
MATCH EXIST.
PAVEMENT +1"
(4" MINIMUM)
TRENCH BACKFILL MATERIAL
(FROM LIST BELOW OR AS
RECOMMENDED BY SOILS ENGINEER)
-CRUSHED AGGREGATE BASE
-CRUSHED MISCELLANEOUS BASE
(CERTIFIED)
-1 SACK SLURRY
-NATIVE MATERIAL (WITH A SAND
EQUIVALENT OF 30 OR GREATER)
0.15'
EXIST. PAVEMENT
TRENCH PARALLEL TO CURB
SEE DETAIL "A"
FULL LANE WIDTH
(SEE NOTE 6)
DETAIL "A"
3/8" LIP
SAWCUT EXISTING PAVEMENT
AND APPLY PG 64-10 TACK
COAT ON SAWCUT FACE.
D2-PG 64-10 ASPHALT FINISH COURSEC2-PG 64-10 PERMANENT ASPHALT
PIPE
BEDDING
ZONE
TRENCH
ZONE
PAVEMENT
ZONE 95% RELATIVE
COMPACTION
SEE SHEET 3 OF 3 FOR NOTES
8/6/2014
Exhibit B
DocuSign Envelope ID: C882F912-8125-441C-80F7-088A78AD300F
NOTES
1.ALL TRENCH EXCAVATIONS SHALL BE COMPLETED BY FIRST SAW-CUTTING THE PAVEMENT BEFORE EXCAVATION. ALL SAW
CUT LINES SHALL BE CLEAN AND FREE OF ROUGH EDGES. ADDITIONAL SAW-CUTTING WILL BE REQUIRED BY THE PUBLIC
WORKS INSPECTOR IF THE EDGES OF THE TRENCH ARE DAMAGED DURING EXCAVATION OR BACKFILLING OPERATIONS.
2.ALL COMPACTION OF TRENCH BACKFILL MATERIAL SHALL BE ACCOMPLISHED BY MECHANICAL METHODS. JETTING, PONDING
OR FLOODING IN LIEU OF MECHANICAL METHODS SHALL NOT BE ALLOWED.
3.ALL TRENCHES SHALL BE BACKFILLED AND A MINIMUM OF 3" OF TEMPORARY ASPHALT PAVEMENT INSTALLED AT THE END OF
EACH WORKDAY. THE PUBLIC WORKS INSPECTOR MAY AUTHORIZE STEEL PLATE BRIDGING IN ACCORDANCE WITH
STANDARD #813 IN LIEU OF TEMPORARY ASPHALT PAVEMENT.
4.ALL TRAFFIC STRIPING OR MARKINGS REMOVED OR DAMAGED DURING CONSTRUCTION SHALL BE REPLACED USING
THERMOPLASTIC COATINGS OR AS DIRECTED BY THE PUBLIC WORKS INSPECTOR. PARTIALLY REMOVED STRIPING SHALL BE
REPLACED IN WHOLE.
5.PERMANENT PAVEMENT REPAIR SHALL BE ACCOMPLISHED WITHIN 14 DAYS OF TEMPORARY REPAIR BY REMOVAL OF ALL
TEMPORARY AC PAVEMENT, INSTALLATION OF PERMANENT ASPHALT PAVEMENT AS NOTED ON THIS STANDARD, AND COLD
MILLING WITH FINISH PAVEMENT.
6.COLD MILLING OF 0.15' SHALL BE REQUIRED FOR ALL TRENCHES. THE PUBLIC WORKS INSPECTOR WILL REQUIRE ADDITIONAL
COLD MILLING IF FIELD CONDITIONS SO WARRANT.
7.ADDITIONAL COLD MILLING SHALL BE REQUIRED FOR TRENCHES THAT ARE 2' TO 4' FROM THE CURB & GUTTER.
8.REMOVE AND REPLACE ASPHALT PAVEMENT FULL DEPTH FOR TRENCHES THAT ARE 2' OR LESS FROM CURB & GUTTER.
9.TACK COAT OF PG 64-10 PAVING ASPHALT SHALL BE UNIFORMLY APPLIED TO EXISTING ASPHALT SURFACES PRECEDING
PLACEMENT OF NEW ASPHALT CONCRETE. THE SURFACE SHALL BE FREE OF WATER, FOREIGN MATERIAL, OR DUST WHEN
THE TACK COAT IS APPLIED.
10.FOR WATER AND SEWER PIPE BEDDING REQUIREMENTS REFER TO EASTERN WATER MUNICIPAL WATER DISTRICT (EMWD)
STANDARDS.
11.TESTING: COMPACTION REPORTS SHALL BE SUBMITTED TO THE CITY ENGINEER.
12.PROHIBITION OF PAVEMENT CUTTING: ASPHALT CONCRETE PAVEMENT LESS THAN THREE (3) YEARS OLD SHALL NOT BE
CUT EXCEPT FOR EMERGENCY REPAIRS OR AS SPECIFICALLY APPROVED IN WRITING BY THE CITY ENGINEER. SPECIAL
REQUIREMENTS WILL BE IMPOSED FOR REPAVING.
SEE NOTE A, B, C
12"
TYP
POTHOLE REPAIR
SEE NOTE A, B
CITY OF MENIFEE REQUIREMENTS
FOR TRENCHES OR OTHER EXCAVATIONS WITHIN
PUBLIC RIGHTS-OF-WAY OR EASEMENTS
A. POTHOLE BACKFILL MAY BE COMPLETED USING DEEP LIFT (FULL SECTION) AC FOR POTHOLES THAT ARE 2'
x 2' IN AREA OR LESS.
B. THE MATERIAL USED FOR BACKFILLING POTHOLES THAT ARE LARGER THAN 2' x 2' SHALL BE 95%
COMPACTED CRUSHED AGGREGATE BASE (CAB) OR CMB AS APPROVED.
&327+2/(66+$//%(&$33('86,1*&3*3(50$1(17$63+$/7:+,&+,6´7+,&.(57+$17+(
(;,67,1*$63+$/7,1$'',7,21$//327+2/(66+$//%(&2/'0,//('´%(<21'$//('*(672$
DEPTH OF 0.1' AND CAPPED USING C2-PG 64-10 PERMANENT ASPHALT.
8/6/2014
Exhibit B
DocuSign Envelope ID: C882F912-8125-441C-80F7-088A78AD300F
8/15/2014
Exhibit B
DocuSign Envelope ID: C882F912-8125-441C-80F7-088A78AD300F
NOTES
1.A MINIMUM 12" LAP OF STEEL PLATE SHALL BE PROVIDED ON EACH SIDE OF TRENCH TO ASSURE NO SLIPPING OF
PLATE OR COLLAPSING OF TRENCH WALL. WHERE 12" LAP CANNOT BE MET, ENGINEERING DESIGN IS REQUIRED AND
SHALL BE APPROVED BY THE PUBLIC WORKS DIRECTOR. THE TRENCH SHALL BE ADEQUATELY SHORED IF
NECESSARY TO SUPPORT THE BRIDGING AND TRAFFIC. FOR SPANS GREATER THAN FOUR FEET A SHORING PLAN AND
A TRAFFIC CONTROL PLAN, ENGINEERED BY A REGISTERED CIVIL ENGINEER, SHALL BE SUBMITTED FOR REVIEW AND
APPROVAL AT LEAST TWO WEEKS PRIOR TO START OF CONSTRUCTION WORK.
2.STEEL PLATE MUST FIT SNUG WITHIN THE RECESSED AREA AND INSTALLED TO OPERATE WITH MINIMUM NOISE.
3.THE PAVEMENT SHALL BE COLD PLANED TO A DEPTH EQUAL TO THE THICKNESS OF THE PLATE, AND TO A WIDTH AND
LENGTH EQUAL TO THE DIMENSIONS OF THE PLATE.
4.THIS STANDARD SHALL BE IMPLEMENTED ON ALL PROJECTS WITHIN VEHICULAR TRAVEL WAY UNLESS OTHERWISE
APPROVED BY THE PUBLIC WORKS DIRECTOR.
5.MULTIPLE PLATES MUST BE PINNED OR TACK WELDED AS NEEDED TO SECURE PLATES, 6" MINIMUM.
6.ALL PLATES MUST MEET REQUIRED TRAFFIC LOADS, AND BE SKID-RESISTANT, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR THE APPROPRIATE SELECTION AND MAINTENANCE OF THE STEEL PLATES.
7.STEEL PLATES MUST BE REMOVED AND PERMANENT PAVEMENT SHALL BE PLACED WITHIN FOURTEEN (14) CALENDAR
DAYS OR AS APPROVED BY THE PUBLIC WORKS DIRECTOR.
8.THE CONTRACTOR WILL BE REQUIRED TO PUT "STEEL PLATES AHEAD" WARNING SIGNS IN PLACE.
SKID RESISTANT
MILLING DEPTH TO MATCH PLATE
THICKNESS (MINIMUM). PACK
JOINT WITH TEMPORARY AC
TRENCH
12" MIN.
REPAIR PAVEMENT SECTION IN
ACCORDANCE WITH PERMIT
REQUIREMENTS AND CITY STANDARDS
TYPICAL TRENCH PLATE DETAIL
N.T.S.
STEEL PLATES
2/5/2014
Exhibit B
DocuSign Envelope ID: C882F912-8125-441C-80F7-088A78AD300F
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Ridgemoor Road: Proposed Resurfacing Limits
Ridgemoor Road: Proposed Resurfacing Limits
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GRAPHIC SCALE
SCALE 1" = 40'
SHEET 1
LEGEND:
Proposed 12" Water Main
Proposed Gate Valve
Proposed Air/Vac Valve
Proposed Blowoff
Proposed Fire Hydrant
Resurfacing Limits
(District Responsibility
Approx. 104,800 sf,
59% of Total Area)
Proposed Water Service
Existing Water Main
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Proposed 18" Water Main
Resurfacing Limits
(City Responsibility
Approx. 73,700 sf,
41% of Total Area)
*Resurfacing shall be in accordancewith the detailed resurfacing plans.
Exhibit C
DocuSign Envelope ID: C882F912-8125-441C-80F7-088A78AD300F
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Ridgemoor Road: Proposed Resurfacing Limits
Ridgemoor Road: Proposed Resurfacing Limits
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GRAPHIC SCALE
SCALE 1" = 40'
SHEET 2
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SE
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LEGEND:
Proposed 12" Water Main
Proposed Gate Valve
Proposed Air/Vac Valve
Proposed Blowoff
Proposed Fire Hydrant
Resurfacing Limits
(District Responsibility)
Proposed Water Service
Existing Water Main
Proposed 18" Water Main
Resurfacing Limits
(City Responsibility)
*Resurfacing shall be in accordancewith the detailed resurfacing plans.
Exhibit C
DocuSign Envelope ID: C882F912-8125-441C-80F7-088A78AD300F
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Ridgemoor Road: Proposed Resurfacing Limits
GRAPHIC SCALE
SCALE 1" = 40'
SHEET 3
SE
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LEGEND:
Proposed 12" Water Main
Proposed Gate Valve
Proposed Air/Vac Valve
Proposed Blowoff
Proposed Fire Hydrant
Resurfacing Limits
(District Responsibility)
Proposed Water Service
Existing Water Main
Proposed 18" Water Main
Resurfacing Limits
(City Responsibility)
*Resurfacing shall be in accordancewith the detailed resurfacing plans.
Exhibit C
DocuSign Envelope ID: C882F912-8125-441C-80F7-088A78AD300F
REVISIONS EASTERN MUNICIPAL WATER DISTRICT
APPROVALS
EASTERN MUNICIPAL WATER DISTRICT
SCALE: AS SHOWN
RIVERSIDE COUNTY, CALIFORNIA
PLANS PREPARED BY:VERIFY SCALES APPROVED BY:
RIDGEMOOR ROAD PAVING PLANS
DATELISETTE BICE R.C.E. No. 83157
UNDER THE SUPERVISION OF:
3737 BIRCH STREET, SUITE 250
NEWPORT BEACH, CA 92660
T 949.428.1500
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DETAIL PLAN
“
Exhibit C
DocuSign Envelope ID: C882F912-8125-441C-80F7-088A78AD300F
RIDGEMOOR ROAD
RIDGEMOOR ROAD
REVISIONS EASTERN MUNICIPAL WATER DISTRICT
APPROVALS
EASTERN MUNICIPAL WATER DISTRICT
SCALE: AS SHOWN
RIVERSIDE COUNTY, CALIFORNIA
PLANS PREPARED BY:VERIFY SCALES APPROVED BY:
RIDGEMOOR ROAD PAVING PLANS
DATELISETTE BICE R.C.E. No. 83157
UNDER THE SUPERVISION OF:
3737 BIRCH STREET, SUITE 250
NEWPORT BEACH, CA 92660
T 949.428.1500
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ROAD PLAN
STA 16+26 TO STA 34+50
PLAN
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RIDGEMOOR
BOOSTER PUMP
STATION
INDUS STREET
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PHOENIX WAY
QUAIL BLUFF
ROAD
RIDGEMOOR
ELEMENTARY
SCHOOL
Exhibit C
DocuSign Envelope ID: C882F912-8125-441C-80F7-088A78AD300F
RIDGEMOOR ROAD
RIDGEMOOR
ELEMENTARY
SCHOOL
RIDGEMOOR ROAD
REVISIONS EASTERN MUNICIPAL WATER DISTRICT
APPROVALS
EASTERN MUNICIPAL WATER DISTRICT
SCALE: AS SHOWN
RIVERSIDE COUNTY, CALIFORNIA
PLANS PREPARED BY:VERIFY SCALES APPROVED BY:
RIDGEMOOR ROAD PAVING PLANS
DATELISETTE BICE R.C.E. No. 83157
UNDER THE SUPERVISION OF:
3737 BIRCH STREET, SUITE 250
NEWPORT BEACH, CA 92660
T 949.428.1500
N
ROAD PLAN
STA 34+50 TO STA 53+00
PLAN
SEQUOIA
SPRINGS ROAD
MA
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2
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4
3
+
5
0
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B
E
L
O
W
L
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F
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MILKY WAY
VALLEY
BOULEVARD PORTSMOUTH DRIVE
MA
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ARDMORE ROAD
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4
DEER
CREEK CIRCLE
V573974
V5300395
Exhibit C
DocuSign Envelope ID: C882F912-8125-441C-80F7-088A78AD300F
RIDGEMOOR ROAD
REVISIONS EASTERN MUNICIPAL WATER DISTRICT
APPROVALS
EASTERN MUNICIPAL WATER DISTRICT
SCALE: AS SHOWN
RIVERSIDE COUNTY, CALIFORNIA
PLANS PREPARED BY:VERIFY SCALES APPROVED BY:
RIDGEMOOR ROAD PAVING PLANS
DATELISETTE BICE R.C.E. No. 83157
UNDER THE SUPERVISION OF:
3737 BIRCH STREET, SUITE 250
NEWPORT BEACH, CA 92660
T 949.428.1500
ROAD PLAN
STA 53+00 TO STA 61+18
MURRIETA ROAD
MA
T
C
H
L
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E
@
S
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A
5
3
+
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0
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3
CHURCH
PRIVATE
DRIVE
N
PLAN
Exhibit C
DocuSign Envelope ID: C882F912-8125-441C-80F7-088A78AD300F
Bid Schedule B-1
Description Qty. Unit Unit Cost Item Cost District % City % District Share City Share
Mobilization and demobilization for paving restoration 1 LS $10,000.00 10,000.00$ 59% 41% 5,900.00$ 4,100.00$
Public notifications 1 LS $50,000.00 50,000.00$ 59% 41% 29,500.00$ 20,500.00$
Storm water management and BMP implementation for paving
restoration 1 LS $15,000.00 15,000.00$ 59% 41% 8,850.00$ 6,150.00$
Traffic control and pedestrian control for paving 1 LS $115,000.00 115,000.00$ 59% 41% 67,850.00$ 47,150.00$
Adjust existing sewer/telephone manhole to grade 19 EA $1,000.00 19,000.00$ 100% 0% 19,000.00$ -$
Adjust existing storm drain manhole to grade 3 EA $1,000.00 3,000.00$ 59% 41% 1,770.00$ 1,230.00$
Adjust new valve cover to grade 48 EA $350.00 16,800.00$ 100% 0% 16,800.00$ -$
Survey centerline ties and re-establish monuments 1 LS $10,000.00 10,000.00$ 59% 41% 5,900.00$ 4,100.00$
6’ wide header grind (0”-2”) per plans 30000 SF $0.46 13,800.00$ 59% 41% 8,142.00$ 5,658.00$
AC overlay (rubberized)2300 TON $158.61 364,803.00$ 59% 41% 215,233.77$ 149,569.23$
Re-establish existing pavement striping and legends per City standards 1 LS $17,000.00 17,000.00$ 59% 41% 10,030.00$ 6,970.00$
Furnish and install blue dots per City of Menifee Standard Plan 705 15 EA $12.00 180.00$ 59% 41% 106.20$ 73.80$
4” asphalt concrete 750 SF $5.00 3,750.00$ 59% 41% 2,212.50$ 1,537.50$
Crack seal and level course 400 TON $160.00 64,000.00$ 59% 41% 37,760.00$ 26,240.00$
6’ wide header grind (0”-2-1/4”) per plans 30000 SF $0.46 13,800.00$ 59% 41% 8,142.00$ 5,658.00$
2” Grind 1200 SF $5.15 6,180.00$ 59%41%3,646.20$ 2,533.80$
TOTAL 722,313.00$ $ 440,842.67 $ 281,470.33
Contingency (10%) $ 28,147.03
City Amount (Rounded) $ 310,000.00
CITY OF MENIFEE
Ridgemoor Road Paving Project
Exhibit D - Cost Estimate
Exhibit D
DocuSign Envelope ID: C882F912-8125-441C-80F7-088A78AD300F
Attachment 1
RESOLUTION NO. 3224
A RESOLUTION OF THE BOARD OF DIRECTORS OF EASTERN MUNICIPAL WATER
DISTRICT SETTING DISTRICT POLICY REGARDING RESPONSIBILITY FOR THE
REPAIR OF SOIL SUBSIDENCE OVER DISTRICT-OWNED FACILITIES IN THOSE
CASES WHERE THE DISTRICT HAS FULL CONTROL OVER CONSTRUCTION
STANDARDS AND COMPACTION
WHEREAS, the responsibility for correcting trench subsidence
over water lines, reclaimed water lines, and sewer lines, and other
facilities ("facilities") owned and operated by Eastern Municipal
Water District ("District") is a continuing issue of contention
between the District, the County of Riverside, the cities within
and outside District boundaries ("local agencies") as well as
developers; and
WHEREAS, the District has received claims and even lawsuits
for trench subsidence where the District had no control over trench
compaction above the pipe zone, even though the District controlled
pipe zone was not found to be part of the problem; and
WHEREAS, the District has discussed the proposed policy
regarding control of trench compaction and commensurate warranties
of same with local agencies and developers, and received a
favorable response; and
WHEREAS, the Board of Directors believes a formal policy
establishing District responsibilities for trench subsidence
remediation will help alleviate and reduce disputes with local
agencies and developers;
NOW, THEREFORE, the Board of Directors of Eastern Municipal
Water District does hereby RESOLVE, ORDER, AND ADOPT the following
policy:
SECTION 1: The District assumes responsibility for compaction
and proper installation of its facilities including, but not
limited to, Pipelines, Trench Backfill, Subgrade, Base, and
Pavement, provided District had full control and supervision of the
entire compaction and construction process.
__________ The District assumes responsibility for compaction
and proper installation of its facilities, including Pipelines and
Trench Backfill, where pavement construction is provided by others,
provided District had full control and supervision of the entire
compaction and construction process within the trench.
District will not assume any liability or warrant Subgrade, Base,
and Paving work over District facilities performed by other parties
SECTION 2:
The
Exhibit E
DocuSign Envelope ID: C882F912-8125-441C-80F7-088A78AD300F
Attachment 1
Resolution No. 3224
who are not subject to District inspection and construction
requirements.
SECTION 3: The District will not assume continuing
responsibility for trench subsidence if any entity or party
disturbs the trench compaction, for whatever reason, after initial
District inspection and acceptance.
__________ The District will charge a fee to cover the
expense of providing services when District assumes responsibility
for the construction and compaction standards of its pipeline
facilities.
SECTION 4:
__________ In those cases where a local agency or other
controlling party decides that compaction above the pipe zone on a
pipeline project remains under its jurisdiction, District will not
accept any responsibility for future remediation of any trench
subsidence.
SECTION 5:
ADOPTED, SIGNED, AND APPROVED this 16th day of October, 1996.
y...</•//>< >■•/
V. Ashley, PresMUMarion sident
ATTEST:
TMml d • uULx.l
:ar£ C jj White, Secretary
(seal)
I
2
Exhibit E
DocuSign Envelope ID: C882F912-8125-441C-80F7-088A78AD300F