2017/08/09 Eastern Municipal Water District (EMWD) Quail Valley road repair & Improvement CITY OF MENIFEE ROAD REPAIR AND IMPROVEMENT
INTERAGENCY REIMBURSEMENT AGREEMENT
This Agreement is made and entered into this °t"% day of rk.ay NA- , 2017,
by and between EASTERN MUNICIPAL WATER DISTRICT, organized and operating pursuant
to Division 20 of the California Water Code (hereinafter "District"), and the CITY OF MENIFEE,
an incorporated city of Riverside County, California (hereinafter "City"). District and City may be
collectively referred to herein as "the Parties".
RECITALS
WHEREAS, District owns, operates, and maintains water, wastewater and recycled
water facilities and infrastructure within or in proximity to City's limits; 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 contemplates construction of Quail Valley Sub-Area 9, Phase 1
Sewer facilities within City's service area (hereinafter, the "Sewer Facilities") consisting of
approximately 8,330 linear feet of sanitary sewer in the Quail Valley Community 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 sewer facilities are limited to repair of the surface area directly impacted
by trenching and excavation as specified by City's Permit No. EP16-293, Exhibit B, attached
hereto and incorporated herein; and
WHEREAS, however, in conjunction with District construction, City desires for District to
include comprehensive road repair and paving improvements above and beyond those specified
in Exhibit B, at City's expense, under District's contract(s) for construction of the sewer facilities;
and
WHEREAS, City hereby agrees to reimburse District for any and all costs, fees and
expenses incurred by District associated with such road repair and paving improvements that
are over and above the District's preexisting road remediation obligation resulting from its
construction of the Sewer Facilities, and to assume and continue all liability and responsibility
for the ongoing ownership, maintenance and repair thereof as more thoroughly described
herein; and
WHEREAS, the purpose of this Interagency Agreement is to set forth the terms,
conditions, and mutual understandings whereby District agrees to include road repair and
paving improvements under District's contract(s) for construction of the sewer facilities; and
whereby City agrees to reimburse District for any and all costs, fees and expenses incurred by
District that are over and above the District's preexisting road remediation obligation resulting
from its construction of the Sewer Facilities, and to assume and continue all liability and
responsibility for the ongoing ownership, maintenance and repair thereof.
NOW, THEREFORE, in consideration of the premises and covenants herein contained,
the Parties agree as follows:
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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 District's contract(s) for the construction of Phase 1 sewer
facilities within the Quail Valley Sub-Area 9 of City's limits. City hereby agrees to
reimburse District for all costs, fees and expenses incurred by District associated with
such road repair and paving improvements that are over and above the District's
preexisting road remediation obligation resulting from its construction of the Sewer
Facilities, and to assume and continue all liability and responsibility for the ongoing
ownership, maintenance and repair thereof.
District costs, fees and expenses reimbursable to District by City shall include, but are in
no way limited to District's actual costs for geotechnical services, plans, permits, survey,
striping, traffic control, inspection, contract administration, paving, and change orders
associated with the repair and improvements constructed by District on behalf of City.
City shall reimburse District for all such costs as described in Section 7, below.
3. Plans and Specifications; District shall include City requested paving repairs and
improvements as an additive change order to District's contract(s) for construction of the
Sewer Facilities. 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. Before construction commences, District shall
provide the City with the estimated costs of the City's requested work for the City's
review and approval. Such review and approval, by City, shall not be unreasonably
withheld.
4. Construction and Inspection. The award of paving repairs and improvements hereunder
shall be let by District, in District's own form. Work performed shall be in compliance
with District standards and shall be managed, controlled, and inspected by District.
City shall also, be responsible to inspect, at City's expense, all paving repair and
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..
5. Change Orders:
City's Responsibility. Any change or deviation from the aforementioned plans and
specifications that are over and above District's preexisting road remediation obligation
resulting from District's construction of the Sewer Facilities, whether such change or
deviation is requested by City or due to unforeseen conditions arising during
construction, must be approved by City, in writing, prior to being made, and shall be the
financial responsibility of City.
District's Responsibility. Any change or deviation from the aforementioned plans and
specifications that are within the District's preexisting road remediation obligation
resulting from District's construction of the Sewer Facilities, whether such change or
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deviation is requested by District or due to unforeseen conditions arising during
construction, must be approved by District in writing, prior to being made, and shall be
the financial responsibility of District.
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 holding City as an
additional insured.
7. Invoicing and Payment. District shall maintain a detailed accounting of project costs and
expenses, and shall invoice City for 100 percent of such costs upon project completion
and final acceptance, as determined by District. City shall remit payment in full to
District within sixty (60) calendar days following the date of such invoice.
B. 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 improvements that are over and above District's
preexisting road remediation obligation resulting from District's construction of the Sewer
Facilities performed pursuant to this Agreement. City shall, itself, be solely responsible
for owning, operating and maintaining the paving repairs and improvements installed
hereunder.
9. Termination. This Interagency Agreement may be terminated by either party by
providing written notice to the other, as provided herein, up to the date of District's award
of contract(s) for construction of the Sewer Facilities. District shall, in no way, be
responsible for any costs, damages, or claims from City, or from any third party, as a
result of termination, from any cause arising.
10. Dispute Resolution. In the event that any dispute between the Parties arises under this
Interagency Agreement the Parties shall first attempt to resolve such dispute at the
management level. If the dispute is not resolved within a mutually acceptable period of
time (not to exceed 60 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.
11. 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 preexisting road remediation obligation resulting from its construction
of the Sewer Facilities 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.
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12. Entire Agreement. This Interagency 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. Governinq Law. This Agreement shall be construed and governed in accordance with
the laws of the State of California.
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
c1tv City of Menifee
29714 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 Moth parties prepared it.
IN WITNESS WHEREOF, the Parties have executed this Agreement as of the date last
executed.
CITY OF MENIFEE EASTERN MUNICIPAL WATER DISTRICT
By: —9By:
Ronald E. Bradley, Interim City Mana er Paul D. J nes II, P. neral Manager
Dated: 7 � �� Dated: -�
Attest:
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Exhibit B
141F ENCROACHMENT PERMIT CONDITIONS
Encroachment Permit Number: EP16-293
Applicant Name: EMWD
Location: QUAIL VALLEY
Issue Date: 11/15/2016
GENERAL PROVISIONS (all permits)
G01. IT IS THE RESPONSIBILITY OF THE PERMITTEE TO ENSURE THATTHIS PERMIT
REMAINS CURRENT FOR THE DURATION OF THE PROJECT. WORKING WITH AN
EXPIRE❑ PERMIT WILL NECESSITATE THE IMMEDIATE TERMINATION OF ALL
CONSTRUCTION WITHIN THE RIGHT OF WAY UNTIL AN EXTENSION OF TIME IS
OBTAINED. FOR INFORMATION ON HOW TO APPLY FOR AN EXTENSION OF
TIME TO THIS PERMIT, CALL 951-723-3726
G02. The Permittee shall indemnify, defend and hold harmless City, its officers,
agents, and employees and authorized volunteers from and against any and all
liabilities, claims, demands and costs (including but not limited to attorney's
fees) for personal injury (including death) or property damage arising or alleged
to arise as a result of City's issuance of this Encroachment Permit to Permittee,
Permittee's performance or failure to perform hereunder.
G03. Should it become necessary at some future time to relocate or remove this
encroachment, it shall be at the expense of the permittee with no costs being
Incurred by the City of Menifee or any other governmental agency.
G04. It is the responsibility of the permittee to comply with all current CAL-OSHA
safety requirements for work performed within City rights of way.
G05. The permittee shall accept full responsibility for complying with Federal, State,
City and County environmental laws and regulations and receiving any necessary
environmental clearances and/or permits, prior to commencing any work as
authorized by this permit. If the permittee falls to comply with the required
environmental laws, this permit shall be immediately revoked.
G06. The City of Menifee reserves the right to make changes or additions to a permit
after issuance if such changes or additions are believed necessary for the
protection of the roads or for the health and safety of the public.
G07. ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be
accomplished within City of Menifee road right of way ONLY. Whenever
construction extends within private property, it shall be the responsibility of the
permittee (or his contractors) to secure permission from abutting property
owners. Such authorization must be secured by the permittee prior to starting
work.
GOB. TRACK LAYING CONSTRUCTION EQUIPMENT: Cleated TRACK LAYING
construction equipment shall not be permitted to operate on any paved surface
unless fitted with smooth-faced street pads. All mechanical outriggers shall be
�*:�E Encroachment Permit Conditions
fitted with rubber street shoes to protect the paving during excavations.
Rubber-tired equipment only shall be used In backfill operations in paved areas.
If the existing pavement is scarred, spalled, or broken during the term of this
contract, or if the pavement Is marred, City of Menifee shall request that these
portions of the road be resurfaced over their entire width. Resurfacing shall
consist of 0.1' of A.C. surfacing plus appropriate seal coat as indicated in County
Ordinance 461 specifications and Standard 818. Feather overlay shall not
be permitted except as approved by the City Engineer.
G09. CARE OF DRAINAGE STRUCTURES: Any drainage structure encountered during
excavation which necessitates removal shall be replaced as required by City
Engineer. In the event it becomes necessary to remove or cut existing drainage
structures, City of Menifee shall be notified prior to commencement of this work.
Drainage structures and open drains shall be kept free of debris at all times for
proper drainage. Disposal of debris or other materials into drainage facilities is
prohibited.
G10. RIGHT OF WAY CLEANUP: Any surplus material resulting from excavation and
backfill operations shall be removed from the right of way. All paved surfaces
shall be broomed clean of earth and other objectionable materials Immediately
after backfill and compaction. Existing gutter line and drainage ditches that are
damaged by construction shall be replaced to their original condition or better.
All excess material shall be removed prior to paving. Water trucks shall be used,
as required, to apply water to the job site to keep down dust conditions and shall
be used immediately after backfill. See G16.
G11. DE-WATER OPERATIONS: if de-watering operations are required and pumps are
forcing water on to public roads, it shall be the responsibility of the permittee or
his contractor to control this water and to provide off-street barricades when
necessary. See G16. No water shall be discharged Into a public or private storm
drain unless the water is properly treated, prior to discharge. See related storm
water regulations. See G16.
G12. UTILITY CLEARANCE: Prior to making any excavation within the City right of
way authorized by this permit, the permittee shall contact all concerned utility
companies relative to the location of existing utility structures. Permits that
require excavation shall be valid only after an Underground Service Alert (USA)
inquiry identification number is issued. The USA ticket must be available for
review at the job site. Damage to existing substructures resulting from
operations conducted under this permit shall be the sole responsibility of the
permittee. The permittee is responsible for removing all USA markings prior to
final Inspection.
G13. COORDINATE WORK: The proposed work shall be subordinate to any operation,
which the State of California or City of Menifee may conduct in this area during
the period of this permit. Work shall be coordinated with the State or City forces
to preclude delay or interference with State or City projects.
G14. PROTECTION OF TRAFFIC: All excavations and work areas shall be properly
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Encroachment Permit Conditions
signed, lighted, and barricaded as deemed necessary by the City Engineer or
City Inspector and In accordance with City Road Improvement Standards and
Specifications, Ordinance Number 461; Section No. 6 "Public Safety and
Convenience" (6.01 through 6.06).
G15. The City of Menifee Engineering Department reserves the right to request the
contractor to re-open the road to its full capacity in case of emergency occurring
either on a State Highway or adjacent roads, and when traffic delays are
excessive due to the contractor operations. Work can resume once the
emergency is cleared and/or the traffic congestion is mitigated.
G16 NPDES: the permittee shall accept full responsibility for complying with
all NPDES laws, regulations and requirements including the installation
of Best Management Practices (BMP'S).
TREE REMOVAL AND TRIMMING
T01. No trees shall be trimmed, removed or damaged as a result of this construction.
No tree roots larger than 1-1/2 inches in diameter shall be cut; instead they
shall be tunneled under without damage. In the event that damage does occur
to trees, the permittee shall be required to replace the tree in kind, location and
to the satisfaction of the City Engineer.
SURVEY NOTES
S01. All street centerline and other survey monuments likely to be disturbed by
construction of this project shall be perpetuated In conformance with 8771 of the
Business and Professions Code (Professional Land Surveyor's Act). A completed
Corner Record showing at least four ties for each point shall be prepared by a
licensed land surveyor or registered civil engineer(prior to 1982) and submitted
to the City prior to any construction. After construction, a subsequent corner
record shall be filed with the City for the replacement of any monument that has
been destroyed, damaged, covered, obscured, or otherwise obliterated by the
construction as stated by the Board of Registration for Professional Engineers
and Land Surveyor's letter dated February 28, 1997. All monuments shall be
flush with the surface of the pavement and in conformance with Riverside
County Ordinance 461, section 21. Corner Records for replacement monuments
must be submitted prior to any proper project clearance.
S02. The permittee shall notify the City Of Menifee office (951-672-6777) at least two
weeks in advance of the starting of construction,so that any precise benchmarks
located within this project may be moved prior to construction.
TRAFFIC CONTROL AND SAFETY
C01. ROAD CLOSURES: No Street shall be closed without expressed approval by the
City Engineer. A minimum of one lane of traffic shall be maintained at all times
to provide limited access for the adjoining property owners and emergency
vehicles. In the event It is felt by the permittee that there is no alternative to
closing a street in order to perform the work, a request by letter complete with
3
i Encroachment Permit Conditions
detour plans and proposed closure dates must be submitted to the City engineer,
at least four(4) weeks in advance of the proposed road closure. Road closures,
if approved, require a separate permit (no exceptions). Road closure
requirements and procedure are available at the City of Menifee office.
C04. All businesses and property owners affected by the work performed under this
permit shall be notified at least 24 hours prior to start of construction. Access to
businesses shall be maintained at all times.
COS. A traffic control plan is required for this project and shall conform to the latest
edition of the California Manual on Uniform Traffic Control Devices
(CAMUTCD) and the requirements of the City Engineer. The removal and
replacement of any existing striping shall be the responsibility of the permittee.
Traffic signing and striping shall be done by the contractor's forces with all
Incurred costs borne by the permittee, unless otherwise approved by the City
Engineer.
COb. At a minimum, temporary traffic control during construction shall conform to the
latest edition of the California Manual an Uniform Traffic Control Devices
(CAMUTCD) and the requirements of the City Engineer.
C07. All spoil trench excavation shall be placed outside the paved section of all streets
or as directed by the City inspector.
C08. All street crossings shall be cut in half-street sections to facilitate the flow of
traffic. Under no circumstances shall work be performed on these crossings on
Saturdays, Sundays or holidays.
C09. Please contact the Traffic Signal Supervisor at 951/ 955-6894, 48 hours
prior work with in 1,000 LF of a Traffic Signal and excavation for location of
conduits. Should any conduits or loops be damaged as a result of this
installation, they should be replaced within Five days by the permittee as
directed by the City Engineer.
C10. The proposed sign shall be placed in a location that will provide adequate sight
clearance at intersections.
C11. The proposed sign shall be placed outside the City of Menifee graded and
maintained road sections.
C12. All pedestals and housings shall be placed on the property line a minimum of 10
feet from face of curb.
C13. ALL WORK AS AUTHORIZED BY THIS PERMIT WITHIN THE PAVED SECTION
SHALL BE PERFORMED BETWEEN THE HOURS OF 8 AM AND 4 PM UNLESS
OTHERWISE DIRECTED BY THE CITY OF MENIFEE CITY ENGINEER.
C14. A signing and striping plan is required for this project. The removal of any
existing striping shall be the responsibility of the permittee. Traffic signing and
striping or pavement markings shall be done by permittee's forces with all
4
Encroachment Permit Conditions
Incurred costs borne by the permittee, unless otherwise approved by the City
Engineer.
C15. It is the responsibility of the permittee to provide for the restoration of any
traffic signing and striping or pavement markings that is disturbed as a result of
this installation. Traffic signing and striping shall be done by the contractor's
forces with all incurred costs borne by the permittee, unless otherwise approved
by the City Engineer.
C16. SIGHT CLEARANCE: Sight clearance of 600 feet in either direction shall be
assured and maintained. Larger sight distance may be required on collectors or
arterial roadways, as required by the City Engineer.
C17 The applicant shall forfeit$ 0.00 for each day the road remains
closed after the proposed opening date.
AC PAVING, TRENCH EXCAVATION, CONCRETE
A13. Should the existing concrete sidewalk, curb and gutter, cross-gutter, spandrel,
driveway approach or other concrete facility be damaged or removed as a result
of this installation, it shall be replaced full width to the nearest score mark or at
the direction of the City inspector. New concrete that is vandalized or otherwise
defaced prior to acceptance by the City shall be replaced to the satisfaction of
the City Engineer. Grinding, patching, or other unacceptable methods of
replacement will not be permitted.
A14. Should the existing decomposed granite be disturbed on any of the above-
mentioned streets or their shoulders, the permittee will be required to replace 4
inches of compacted decomposed granite or class III base over the entire width
of the roadway including shoulders.
A15. Should the existing rolled berm or AC dike be disturbed as a result of this
Installation, the permittee shall be required to replace the berm or dike as
directed by the City of Menifee inspector. AC dikes shall be replaced in
accordance with County Ordinance 461, Standard 212. AC dike shall be
constructed using PG 70-10 asphalt
A25. PAVEMENT EXCAVATION REPAIR: Approved method of back-filling soil boring
excavations that are 10" inches diameter or less: Compacted 4 Inches SC-800
paving (cold mix) or PG asphalt (hot mix) placed over compacted native
material. If clay material is encountered, imported sand shall be used or mixed
with the clay native material for back-fill. Compaction shall be in accordance with
City Ordinance 461 specifications. For bores larger than 10 Inches in diameter,
one-sack cement slurry shall be used as back-fill and the upper 3 Inches paved
with PG asphalt (hot mix) paving. See A27.
A26. The maximum length of open trench (excavation or back fill not resurfaced)
allowed during construction shall be the distance of construction which can be
reasonably installed in a single day. No excavation shall be made unless the
construction material exists on the work site. An open trench shall be attended
5
0 Encroachment Permit Conditions
by contractor's personnel at all times. Where pavement has been removed, a
minimum of 3-Inches of PG Asphalt paving shall be placed and maintained
before that area is made available to traffic. Before leaving the project and at
the end of each day, all areas of pavement removal, including sidewalk, drainage
courses and driveway approaches shall be back filled, compacted and surfaced
with temporary asphalt. Upon approval of the permit engineer, appropriate areas
of the trench may be protected by plate bridging or protective fencing. Plate
bridging in the traveled way shall be as shown on the attached drawing.
See A27.
A27 Performance Grade Asphalt(PG)selection is base on pavement climate
regions and as per County ordinance 461 specifications, section 11:
Inland Valley: PG 64-10
MANHOLES, PADS, AND UTILITY SURFACE STRUCTURES
U01. Any concrete pad approved for installation by this permit will be placed flush or
as close as permissible to finish grade of adjacent surfaces or at grade of 2%
from face of curb/berm. Pads installed with unnecessary elevated surface will not
be accepted. For installation on sloped parkways with grades of greater than 2%
or on streets with grades of greater than 2%, the final construction design will
be as directed and mutually agreed upon by the City Inspector and owner.
UO2. Two and one-half Inches of AC paving over 4 Inches of Class 3 base shall be
placed 4 feet around all concrete pedestal pads within the City right of way as
Indicated on the attached drawing. Concrete pedestal pads shall be located a
minimum of 6 feet from edge of pavement.
U06. No utility surface structures, access openings to substructures, or any other
facility will be allowed in any part of proposed or existing sidewalks. All such
facilities, if already existing within a sidewalk, will be removed prior to
acceptance of work. If such facilities exist within the area of a proposed
sidewalk, they will be removed prior to pouring of concrete. All relocations will
be performed at no cost to the City and at the direction of the City Inspector.
MISCELLANEOUS
M01. This relocation is requested by the City of Menifee and shall be coordinated with
that agency. Contact: Don Sharp, 951-723-3726.
M02. Prior to starting any work authorized by this permit, the contractor shall furnish
the City of Menifee Permit Section a certificate of Insurance listing the City as
additionally insured and confirming liability coverage In the amounts$1,000,000
min. for each occurrence $2,000,000 min. for general aggregate
M03. This permit authorizes work only on those portions of McCall Blvd. &Bradley Rd.
accepted by Recorded Map or Resolution Number.
M04. Prior to commencing any work as authorized by this permit, the permittee shall
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Encroachment Permit Conditions
obtain all necessary clearances and/or permits from the appropriate agency.
M05. The permittee shall provide and maintain enclosed toilets for the use of
employees at all times while work is in progress.
M06. All wells shall be capped and sealed with a steel well-cover which shall be
padlocked. All spoil excavated for well sites shall be removed from the existing
right of way.
M07. At such time as the testing period shall have been accomplished, all structures
shall be removed, existing wells shall be filled with sand, and the existing surface
restored to its original condition.
M08. It is the responsibility of the permittee to replace all fire hydrant location
pavement markers damaged during the construction of facilities specified In this
encroachment permit. Permittee must contact the Riverside County Fire
Department, David Avila, at (760) 863-7071 for coordination prior to
replacement of such markers.
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Encroachment Permit Conditions
02-0G 6i-10ASPHALTFINW COVRS
C2-PG 64-10 PERMANENT ASPHALT COLD MILL 1G MIN.
MATCH EXIST. SAWCUT EXISTING PAVEMENT
PAVEMENT+1' AND APPLY HEAVY ASPHALTIC
4'MW1M11M t0, TACK COAT ON SAWCUT FACE.
PA=
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COMPAGTIDN
MATCH EXIST.AGGREGATE
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s
-1 BACPII& .
-CRUSHED AGGREGATE BASE • `.
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(CERTIFIED) -
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EQUIVALENT -
OF 90 OR GREATER) ,b - A COMPACTION
a ::a••" �:'.'' SAND BEDDING 90%RELATIVE
r
12'MINIMUM '•-•••"i.•:-4+ ' COMPACTION OR 316 CRUSHED ROCK
PIPE •'r'+ :Mµ.+.+ir:4Y +
BEDDING
FOR WATER AND SEWER
IPE BEDDING REQUIREMENTS
LWy0.0 orMIN_j REFER TO STD.94W
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SEE SHEET 9 OF 2 FOR NOTES
TRENCH PERPENDICULAR TO CURB
AM3i°"W U' CITY OF MENIFEE
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2/5/2014 TRENCH BACKRIA AND
ECTOR aF PUBLIC WORKS DATE 61253 ROADWAY REPAIR
JONATHAN GEORGE SMITH ax. (CASE 1)
EYsj I APPRM 011TE
STANDARD PLAN NO, 812 S1 T 1 DF 3. e
Encroachment Permit Conditions
SAWCUf EXISTING PAVEMENT
COLD MILL AND APPLY PG 64.10 TACK
EXISTING PAVEMENT COAT ON SAWCUT FACE
CZ-PG 84-10 PERMANENT ASPHALT 0.10'DEEP /r-�D2-1*0 64-10 ASPHALT FINISH COU
FULL LANE WI
MATCH EXIST.
PAVEMENT+i'
(4'MINIMUM) OLIO' EE DETAIL W
PAVEMENT _
ZONE EXIST.PAVEMENT t1- COMRELATIVE
MATCH EXIST.AGGREGATE ••
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,a t ••
ZONE •A, b' COMPACTION
A • + ,
•
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-CRUSHED AGGREGATE SASE • '. DErAIL'A'
:CRUSHED
MISCELLANEOUS
BASE(CERTIFIED) 0 y ""• •
-1 SACK SLURRY . . .
-NATIVE MATERIAL(WITH A SAND EOUIVALENT
OF 30 OR ORE TER) ••• a y•F VD% TIVE
tl b COMPACTION
SAND BEDDING BO%RELATIVE
12"M IMUM ."i+ COMPACTION OR='CRUSHED ROCK
;9;n _
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BEDDING
FOR WATER AND SEWER
PE BEDDING REFER TO
W■O.D424-MIN SM.X406
OD. Mr MAX
SEE SHEET 3 OF 3 FOR NOTES
TRENCH PARALLEL.TO CU.RB-
APPPXMD BY` C11 Y'OF MENIFEE
L zlslzoia TREWCH BACKRLL AND'
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RECTOR OF PUBLIC WORKS DATE 51253 RQADWAY REPAIR
JONATHAN MORGE SMITH (CASE II)
QVIL
BY: DATE
! STANDARD PLAN NO. 82 ISHEET 2 OF 3
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Encroachment Permit Conditions
SEE NOTE A S.C
12'
SEE NOTEA B
PWHM NPPAR
A. POTHOLE BACKFILL MAY BE COMPLETED USING COMPACTED NATIVE MATERIAL FOR POTHOLES THAT ARE
7 x Z IN AREA OR LESS,
B. THE MATERIAL USED FOR BACKFI LUNG POTHOLES THAT ARE LARGER THAN Z x 2 SHALL BE 95%
COMPACTED CRUSHED AGGREGATE BASE(CAB)OR CMB AS APPROVED-
C. POTHOLES SHALL BE CAPPED USING C2-PG 64-10 PERMANENT ASPHALTINHICH IS 1'THICKER THAN THE
EXISTING ASPHALT, IN ADDITION,ALL POTHOLES SHALL BE COLD MILLED I BEYOND ALL EDGES TO A
DEPTH OF O-V AND CAPPED USING C2-PG 84-I0 PERMANENT ASPHALT
CITY OF MENIFEE REQUIREMENTS
FOR TRENCHES OR OTHER EXCAVATIONS WITH:4
PUBLIC RIGHTS-OF WAY OR EASEMENTS
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 BEACCOMPUSHED BY MECHANDCAL METHODS.JETTING,PONOING
OR FLOODING IN UEU OF MECHANICAL MERiODS SMALL NOT BE ALLOWED.
3.ALL TRENCHES SHALL BE BACKFIL LED AND A MINIMUM OF 3'OF TEMPORARY ASPHALT PAVEMENT INSTALLED AT THE ENU OF
EACH WORKDAY.THE PU9jC WORKS INSPECTOR MAY AUTHOR&M STEEL PLATE BRIDGING 91 ACCORDANCE WITH
STANDARD 0813 IN L:EU OF TEMPORARY ASPHALT PAVEMENT,
4.ALLTRAFFIC STRIPING OR MARKINGS REMOVED OR DAMAGED DURING CONSTRUCTION SMALL 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 F9HISH PAVEMENT
IL COLD MILLING OF 0.1D'SHA.L BE REQUIRED FOR ALL TRENCHES THE PUBLIC WORKS INSPECTOR WILL REQUIRE ADDITIONAL
COLD MILLING tF FIELD CONDITIONS SO WARRANT.
7 ADDITIONAL COLD MILLING SHALL 13E REQUIRED FOR TRENCHES THAT ARE Y TO 4'FROM THE CURB A GUTTER.
0.REMOVE AND REPLACE ASPHALT PAVEMENT FULL DEPTH FOR TRENCHES THAT ARE 2 OR LESS FROM CURB 8 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.
W.FOR WATER AND SEWER PIPE BEDDING REQUIREMENTS REFER TO EASTERN WATER MUNICIPAL WATER DISTRICT(EMWD)
STANDARDS.
11 T IN:COMPACTION REPORTS SHALL BE SUBMITTED TO THE CITY ENGINEER.
12.PKOM8W0N ORPA 4 SPH LT CONCRETE PAVEMENT LESS THAN THREE(3)YEARS OLD SHALL NOT BE
CUT EXCEPT FOR EM GENCY AIRS OR AS SPECIFICALLY APPROVED IN WRITING BY THE CITY ENGINEER. SPECIAL
REQUIREMENTS WILL BE IMPOSED FOR REPAVING.
°`PFFoAW BY,
CITY OF MENIFEE
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&RECTOR OF PU8L1C WORKS 2J5/2014 CATE rM-4 TRENCH BACKRLL AND
RE THAN F PUS 5AWO ROADWAY REPAIR
REVISION I BY: I APPROVED I DATE �L
STANDARD PLAN NC. 812 ISHET 3 flF 3
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