Murrieta City Council
August 19, 2025

Specifications. and Contract Documents therefore. and to perform all work in the manner and time prescribed therein. The attached Bid Schedule is hereby made a part ofthis proposal.

The undersigned bidder declares that this proposal is based upon careful examination of the work site.

Plans. Specifications. Instructions to Bidders. and all other Contract Documents. If this proposal is accepted for award. bidder agrees to enter into a contract with City at the unit prices or lump-sum prices set forth in the following Bid Schedule. Bidder understands thal failue to enter into a contract and fumish bonds in the manner and time prescribed will result in lbrfeiture to City of the guarantee accompanying this proposal.

The undersigned bidder certifies that this proposal is made in good faith. without collusion or connection with any other person or persons bidding on the work.

The undersigned bidder understands that the City Council reserves the right to accept or reject any or all proposals, or to waive any irregularities in any proposal in the interests of City.

The estimated quantities listed in the Proposal Bid Sheet(s) are supplied to give an indication of the general scope ofwork. but the accuracy ofthese tigures is not guaranteed and bidder shall make his own estimates from the drawings. In case ofa variation between the unit price and the totals shown by bidder. the unit price will be considered to be the bid.

PROPOSAL P-1 612412025
S:\Engr\C1PU3-478 Los Alamos. -Antelopc, Cherry. Elm Pavement Rehabilitation (CIP I3047 )\oo-Design Documents\Spccilica(ions\Specifications - CIP l3(N7 Pavement Rehabilitalion Los Alamos Antelope Elm - rINAL l.docx DATE: 0711s12025
632
***This Bid Sheet defines how the project will be bid and what will constitute the Lowest Bidder.

The actual unit prices and total item prices shall be submitted online on the PlanetBids Vendor Portal as defmed in the Instructions to Bidders. Should there be a discrepancy between this Bid Sheet and the electronic proposal, the electronic proposal shall govern.***

LOS ALAMOS ROAD,ANTELOPE ROAD,AND ELM STREET
PAI'E M E NT REHAB I LITATION :

CIP NO. 13047, CITY PROJECT NO. 23178
UNIT PRICES and
TOTAL ITEi'
PRICES shall be
submitted
online at
PlanetBids.com
PROPOSAL P-2 6124t2025
S:\Engr{CIA23-478 Los Alarms, .{nt lop.. Chcrry, Elm Prvemcnt R€habilitalion (CIP 13047)\00-Design Documenls\Specificationstspccifications -CIP l3M? Pavemrnt R.habilitation t-os Alamos Antelope Elm - FTNAL l.docx ITEM
NO. DESCR!PTION

ESNUATED

QUANTITY UNIT
UNIT
PRICE

TOTAL ITEM
PRICE
I Mobilization I LS
Traffic Control System I LS
.) Water Pollution Control I LS
4 Construction Surveying and Staking I LS
Changeable Message Signs ) EA
6 Encroachment Permits I LS
7 Proiect Inlbmration Sign J EA
8 Furnish/Install Survey Monument per COM std. no. 6l78 AND 6I7C EA
9 Adiust Existing Sun'ey Monument to Grade I EA
r0 Double Adiust Storm Drain Manhole ) EA
ll Concrete Removal (Curb Ramp. Cross Gutter, Spandrel, Curb/Gutter. Sidewalk)

5.997
SF
t2 Construct Concrete Cross Gutters. Spandrel. Curb. and Gutter per City Srd. 31 1, 312 & 318

2.385
SF
l3 Construct Concrete Access Ramps, City Std. 321 3.077 SF l4 Construct Concrete Sidewalks. City Std. 320 436 SF
Remove and Dispose of Asphalt Concrete Pavement
(average depth 5.3" Digouts on Antelope Rd.)

9.220
SF
16 Remove and Dispose of Asphalt Concrete Pavement
(average depth 5.75" Digouts on Los Alamos Rd.)
38_924
SF
t7 Remove and Dispose ofAggregate Base and Subgrade Prep (7" depth Base Digout on Elm St.)

4.1 l0
SF
l8 Cold Milling Asphalt Concrete Pavement Full Width at

2.375" Depth (Antelope Rd)

24.139
lg Cold Milling Asphalt Concrete Pavement Full Width at 4" Depth For Use in CCPR (Elm S0

13.295
SY
20 Cold Milling Asphalt Concrete Pavement Full Width at

2.25" Depth (Los Alamos Rd)

17.425
SY
21 Cold Milling Asphalt Concrete Pavement 5' Header Grind at 2" Depth (Los Alamos Rd) SY
22 Remove Existing AC Dike (Ranges from 2" to 6") LF
23 Aggregate Base for Base Digout on Elm St CY
24 Install Geotextile Reinforcement (Tensar Triax Geogrid Type 2 or Approved Equal) SY
CITY OF MURRIETA, DEPARTMENT OF PI,]BLIC WORKS/ENGINEERJNG

BID SHEET
2 )
2 t5
SY
6-239

3.462
94 870
633

CITY OF MURRIETA, DEPARTMENT OF PUBLIC WORKS/ENGINEERING UNIT
PRICE

TOTAL ITEM
PRICE
ITEM
NO.

ESTIMATED

QUANTITY
25 DESCRtPTtOIit
ARHM Or erla1 2" (Los Alar.nos Rd. Antelope Rd. EIm St) 8.559 UNIT
1'ON
26 ARHM Overlay 2.25" (Los Alamos Rd) 1.456 TON
27 Install 3/8" ARAM (Antelope Rd) SY
28 CCPR AC Pavenrent 4" (Ehn St) 2.619 TON
I LSCCPR Mix Design. Sanrpling, and Testing
30 Emulsified Recycling Agent (For use in CCPR) 9l TON
26 TON3l Cement (For Use in CCPR)

1.636
TON
Asphalt Concrete Pavement for Removal and Replacement
of AC (Digouts)
LFJJ Construct 6" AC Dike per City STD. 3 15
153 EA34 Fumish/lnstall Delector Loop
1l EA35 Fumish and install #5 pullbox. connect DLC for traffic loops 168
LF
36 Fumish and install 2" conduit under sidewalk panels or as shown . Connection Type as Shown
80 LF
37 Fumish and install 2" conduit under sidewalk panels (iack & bore). Connection Type as Shown
LF
38 Fumish and install DLC. Connect loops to existing traffic cabinet

1.505
LF
39 Wet Sandblast/Remove Existing Pavement Markings on
bridee deck
1 1.554 LF40 Pavenent Striping Detail l2

4.266 LFPavement Striping Detail 2241.

LF42 Pavement Striping Detail 25

5.446 LF43 Pavement Striping Detail 27B

9.324 LF14 Pavement Striping Detail 29
LF45 Pavement Striping Detail 32
688 I,F46 Pavemenl Striping Detail 378

5.506Pavement Striping Detail 3847

8.680 LF48 Pavement Striping Detail 39

2.420 LF49 Pavement Striping Detail 39A
LF512Thermoplastic Striping Detail 40

1.95051 Pavement Striping 6" Solid White Lane Line
418 LFPavement Striping 12" Solid White Diagonals
543
I,F
53 Paint Pavement Striping 6" Solid White Line (Diagonals for bike lane buffer)
456
SF
Painted Bike Lane Symbol with Person Pavement Marking
and Bike Lane Anow
400
st
)) Thermoplastic Pavement Marking 'SIGNAL' and
"AHEAD'
400 SF56 Themroplastic Pavement Marking "KEEP" and "CLEAR" 50 SF57 Thermoplastic Pavement Marking "STOP"

1.742 SF58 Thermoplastic Pavement Marking (Type IV Arrow) 30 SF59 Thermoplastic Pavement Markiqg (Iype YII Arrqt"/L 72 SFThermoplastic Pavement Marking (Type VI Arrory)60
PROPOSAL P3 6t24D025
S:\EngiCInS-478 Los Alaros. .{ntclop€. Chcrry. Elm Pavement Rehabiliurion (CIP l3tx7)\0G.Design DocEr.nts\Spccifications\Specificalions - CIP 13047 P.vcnknt Rehabilitation Los Alamos Arl.lopc Elm - FINAL I .docx

24.139
29 32

3.462
)-)) I

2.218
862
[. f.
50 LF
52 54
634
ITEM
NO.
6l

DESCRIPTION
lheruroplastic Paremenl Marking ('l ype I Arrow)

ESTIMATED

QUANTIIY
-+8
UI{IT
sl.
62 Thermoplastic Pavement Marking (12" White) 2.493 SF
63 Thermoplastic Pavement Marking ( 12" Yellow) 184 SF
64 Install Sign Type R3-7,O I EA
65 Install Sign Type R7-9(MOD) EA
66 Install Type Q (CA) Object Markers with White
Retrorefl ective Sheeting EA
8" Yellow Raised Pavement Markers @2.5' spacing LF
68 Paint Median Nose Yellow 120 SI
TOTAL ITEi,l
PRICE
UNIT
PRICE
TOTAL BASE BID:

TOTAL AiT|OUNT OF BASE BtD (WOROS):

ADDITIVE BID ITEMS:
69 Double Adlust Manhole (EMWD) l0 EA
EASingle Adjust Manhole (EMWD)
Double Adiust Manhole (GTE) 1 EA
72 Single Adiust Manhole (GTE) 4 EA
J EA73 Double Adjust Manhote (SCE)
TOTAL ADDITIVE BID: S
TOTAL AMOUNT OF ADDITIVE BID (WORDS):

SUM OF THE TOTAL BASE BID ITEMS AND ADDITIVE BID ITEMS:
$
SUi' OF THE TOTAL BASE BID ITEMS AND ADDITIVE BID ITEIiS (WOROS):

CITY OF MURR]ETA, DEPARTMENT OF PUBLIC WORKS/ENGIIIEERING The City reserves the right to reject any or all bids
The Citv reserves the rioht to choose or reiect anv of the Additrve Bid ltems The unit price or lump sum prices to be paid hr the items listed in the Proposal Bid Sheet shall include full compensation br fumishing all labor, materials, tools, and equipment, and doing all work involved in furnishing and installing the matenals complete and in place, in accordance with the details as shown on the plans and as specified herein. Any items sho\.yn on the plans, but not included in the bid items, shall be considered as appurtenant items. All costs shall be induded within the appropriate item of the Contractofs bid.

PROPOSAL P4 6n4n02s
S:\Engr\CIPU3-478 Los Alanrcs. -{ntelop.. Cherry. Elm Pavcmcnt Rehabilita(ion (CIP 1304? )\o0-Design Documents\Specifications\Specifications - CIP l3M7 P.vement Rchabilitation Los Alamos Anlelope Elm - FINAL I docx 4 56
67 180
s
970
7l
Basis of the bid shall be based upon the sum of the Total Base Bid ltems and allAdditive Bid ltems. 635

CITY OF MURRIETA, DEPARTMENT OF PUBLIC WORKS/ENGINEERJNG

LOSALAMOS ROAD,ANTELOPE ROAD,AND ELM STREET
PAVE M E N T RE IAB I LI TAT I O N :

CIP NO. 13017, CITY PROJECT NO. 23178
Addendrun(a) No(s) fr has,trave been received and is/are included in this proposal

REJECTION OF BIDS
The undersigned agrees that City reserves the right to reject any or all bids, and reserves the right to waive informalities in a bid or bids not affected by law. if to do so seems to best sene the public interest.

TIME
The Contract and Proposal documents shall be signed by the bidder. scanned, and submitted with the electronic proposal. Two wet-signed copies of the ContracL Proposal documents. Bid Bond, and insurance certificates shalt be provided to the City Project Manager within three (3) days of the bid opening. Signatures shall comply with Section 17 of the Contract. The successful bidder shall submit the Contract bonds. within ten (10) calendar days after the bidder has received a Notice of Award.

BIDDEPOSIT
There is enclosed herewith. a certified check or swety bond in the sum often percent (10%) ofthe base l0% BID BOND dollars and
cents (s )
agrees that in case ofhis tbilure to execute the necessary Contract and fumish the certified check or surety bond. the money payable thereon. shall be and remain the required bonds. the
property of City.

The undersigned hereby certifies that he will have an appropriate license. issued by the State of Califomia to provide this work; that such license will be in firll force and effect throughout the duration of constructionl and that any and all subcontractors to be employed on this project will be similarly licensed.

Dal€d:0711512025 CONTRACTOR
782908CLASSA&Cl2
Califomia Contractor's License No
SI'tsVEN L. MENDOZA VICE PR-ESIDEN'I-
Print or Type Name and Title
7t4-616-2305
Telephone Nurnber
PROPOSAL P-5 6n412025
iffner\Clp;:+Zg fo. Alarnos. .rrnrelope, Chcrry. Elm Pavement Rehabiliution (CIP l3M7)\00-DesiSn Documcnts\Spccifications\Specifications ' CIP 13047 Pavcment Rchabilitation t s Alarnos Anlclope Elm ' FINAL l.docx x
S

BID SCHEDULE
made payable to City and the turdersigned
636

CITY OF MURRIETA, DEPARTMENT OF PUBLIC WORKS/ENGINEERING

LOSALAMOS ROAD,ANTELOPE ROAD,AND ELM STREET
PAV E M E N T R E HA B I LI TAT I O N :

CIP NO. 13017, CITY PROJECT NO. 23478
As required by Califomia State Law, the General Contractor bidding will hereinafter state the subcontractor who will be the subcontractor on the job for each panicular trade or subdivision of the work in an amount in excess ofone-halfofone percent (0.5%) ofthe General Contractor's total bid and will state the firm name and Califomia conmctor license number. If a General Contractor fails to specifu a subcontractor. or if he specifies more than one (l) subcontractor for the same portion of work to be performed under the contract in excess of one-half of one percent (0.5%). he agrees that he is fully qualified to perform that portion himself and that he shall perform that portion himself. ***The Subcontractor List shall be provided with the online electronic proposal on the PlanetBids Vendor Portal as defined in the Instructions to Bidders. The signature below indicates the Subcontractor's List presented online is in compliance with the instructions herein.*** STEV . MENDOZA, VICE PRESIDENT
PROPOSAL P6 6t21D02s
SffngACInZ:<Zg Lot Ala.nos. .&rrclopc. Cherry. ElIn Plvemcnr R€h.bilitarion (CIP l3O4?)\oGDesign Documents\Spccifications\Spccifications -CIP 13047 Pavemcnt Rehabilitation Los Alamos Antclopc Elm - FINAL l.docx

SUBCONTRACTORS LIST
x
of Bidder
637

LOS AI-/IMOS ROAD, ANTELOPE ROAD, AND ELM STREET
PAWMENT REHABILITATION:

CIP NO. 13017, CITY PROJECT NO. 23-178
The bidder is required to state what work ofa similar character to that included in the proposed Contract he has successfully performed. especially for public agencies. and give references that will enable City to judge his responsibility. experience. skitl. and business and financial standing. Detail any involvement. past or cunent. relative to litigation or other disputes, ifany. conceming your performance. .t1(-

NO CURRENT OR PAST LITIGATIONS TO DISCLOSE

PLEASE SEE THE AT'TACHED LIST OF PROIECTS COMPLETED TO DATE x
Signatwe

STEVEN MENDOZA, VICE PRESIDENT
PROPOSAL P-7 6124n025
S;\E;gdclt{23478 Los Alamos. Anrclope. Cheny. Elm Pavement Rehabili(ation (CIP l3 fx7)\00-Design Documcnts\Sp€ci{ications\Specificrtions - CIP 13047 Pav.meot Rehabililation lns Alarnos Antclopc Elm _ FINAL l.docx

CITY OF MURRIETA, DEPARTMENT OF PUBLIC WORKS/ENGINEERING

STATEMENT OF TECHNICAL ABILITY AND EXPERIENCE
638
R.l. ll0Bl[
Com pa nY

ASPHALT PAVING ' ENGINEERING CONTRACTORS
Ltc. A-782908

CITT' OF HUNTINGTON BEACH
2OOO MAIN STREET
HUNTINGTON BEACH. CA 92648
BANNING AVENUE STREET IMPTS CC-I7II
JOE FUENTES CM, [email protected] 7 | 4-536-5259 CONTRACT $3.487.004.00 ENDINC CONTRACT
$3,63I.842.85 DURATION OF PROJECT AUGUST 2023-
APRIL 2024

CITY OF GARDEN GROVE
11222 ACACIA PARKWAY
GARDEN GROVE. CA92842
2023124 CDBG RESIDENTIAL REHABILITATION CP I 362023
RAUL LEYVA CM, [email protected] 714-741-5385
CONTRACT $ I,2 I 3,545.00 ENDING CONTRACT $ I.2 I 6,489.05 DURATION OF PROJECT AUGUST 2023-JUNE 2024

CITY OF FOUNTAIN VALLEY
IO2OO SLATERAVENUE
FOUNTAIN VALLEY. CA 92708

REHABILITATION AND RESURFACING OF HEIL AVE

FROM EUCLID ST TO HARBOR BLVD & WARD STREET
FATANA TEMORY [email protected] 7 l4-5934433 CONTRACT $I.738,52I.88 ENDING CONTRACT $I.808,373.06
DURATION OF PROJECT AUGUST 2023.JI.]NE 2024
oRANGE: 15505 E. LTNCOLN AVE. P.O.BOX 620. ORANGE, CALIFORNIA 92856-6620. (714) 637-1550. FAX (714) 921-3347 639
R.I. JIllBlE
Co!!prany
ASPHALT PAVING . ENGINEERING CONTRACTORS
Ltc. A-782908

CITY OF NORWALK
I27OO NORWALK BLVD
NORWALK, CA 9065I
LOCAL STREET PROGRAM ZONE 3 PROJECT NO. 7927.2
DELFINO'CHINO" CONSUJI OF ONWARD ENGINEERING
[email protected] 714-686-891 I
CONTRACT $5.048,646.20 ENDING CONTRACT $5,050.965.4I
DURATION OF PROJECT SEPTEMBER 2023 . MARCH 2024

CITY OF CYPRESS
5275 ORANGE AVE
CYPRESS. CA 90630
RESIDENTIAL STREET RESURFACING PROJECT 349
KEVIN CHIN, ASSOCIATE ENGINEER [email protected] 7 I 4-229-67 59 CONTRACT S I .097.650.I I ENDING CONTRACT $ I ,097,650. I I DURATION OF PROJECT MARCH 2O24.JUNE 2024
ORANGE: 15505 E. LINCOLN AVE ' P.O.BOX 620'ORANGE, CALIFORNIA 92856-6620. (714) 637-'1550. FAX (714) 921-3347 640
R.l. Jl0Bl[
Com Pany
ASPHALT PAVING . ENGINEERING CONTRACTORS
Lrc. A-782908

CITY OF SAN JUAN CAPISTRANO
32400 PASEO ADELANTO,
SAN ruAN CAPISTANO, CA92675
PAUL MESHKIN 949443-6350 [email protected]

PAVEMENT REHABILITATION
CAMINO CAPISTRANO REHABILITATION CIP I9I02
OCTOBER 2022. SEPTEMBER 2023
$8,377,388.32.$9,443,383.69 START OF CONTRACT-END OF CONTRACT

CITY OF GARDEN GROVE
I3802 NEWHOPE STREET
GARDEN GROVE, CA92843
NICK HSIEH 7 I 4-7 4l -51 90 nhsieh@ggcity'org
SEPTEMBER 2022. IULY 2023
$4,97I,340.00 - $5,I I5,253.7I START OF CONTRACT.END OF CONTRACT

CITY OF PICO RIVERA
66I5 PASSONS BLVD
PICO RIVERA, CA 90660
GERALD MONTGOMERY 562-801-4350 [email protected]

PAVEMENT REHABILITATION

OVERLAY & RECONSTRUCTION
PROJECT NO 50048
FEB RUARY 2022- APRRIL 2023
$8,8I5,I45.00- $9,003,6I6.6I START OF CONTRACT.END OF CONTRACT ORANGE: 15505 E. LINCOLN AVE'P.O.BOX 620'ORANGE, CALIFORNIA 92856-6620. (714) 637-1s50. FAX (714) 921-3347

VARIOUS STREET
REHABILITATION 2022, VARIOUS LOCATION THROUGHOUT THE CITY OF CARDEN GROVE.
641
R.l. ll0Bl[
Com panY
ASPHALT PAVING . ENGINEERING CONTRACTORS
Lrc. A-782908

CITY OF LAKEWOOD
5O5O CLARK AVENUE
LAKEWOOD, CA9O712
MAX W ITH ROW 5 62-866-97 7 I MW ithrow@lakewoodc ity.org MARCH 2022- FEBRUARY 2023
$4,455,840.00 . 94,710,978.74 START OF CONTRACT.END OF CONTRACT

COUNTY OF LOS ANGELES
9OO SOUTH FREMONT AVENUE
ALHAMBRA, CALIFORNIA 9I 803-I33I
AARON MIANK 7 I 4-720-9535 [email protected]
PROJECT ID NO. RMD44O8OO2
SOUTH WHITTIER SUNSHINE ACRES.LELAND AVENUE, ET AL
OCTOBER 2022-SEPTEMBER 2023
$6,682,263.86 - $6,711,197.68 START OF CONTRACT.END OF CONTRACT

CITY OF MORENO VALLEY
I4177 FREDERICK STREET
MORENO VALLEY, CA92552
CHRIS A VOGT 95l -6I6-4925 [email protected]

CITYWIDE PAVEMENT REHABILITATION PROCRAM
22123 ARTERIAL & COLLECTOR STREETS PH 2 8OIOO97
DECEMBER 2022. OCTOBER 2023
$18,772,997.50. $ I8,970,6I0.86 START OF CONTRACT.END OF CONTRACT ORANGE: 15505 E. LINCOLN AVE' P.O.BOX 620 ' ORANGE' CALI FORNTA 92856-6620 . (714) 637-1550 . FM (714\ 921-3347 MAJOR & COLLECTOR STREET PAVING FY 22

VARIOUS LOCATIONS IN THE CITY OF LAKEWOOD
642
2 CITY OF MURRIETA, DEPARTMENT OF PUBLIC WORKS/ENGINEERING

BIDDER'S STATEMENT OF

PAST CONTRACT DISOUALIFICATIONS
LOS AI./IMOS ROAD, ANTELOPE ROAD, AND ELM STREET
PA}'EMENT REHABILITATION:

CIP NO. 13017, CITY PROIECT NO.23178
The bidder is required to state any and all instances ofbeing disqualified, removed. or otherwise prevented fiom bidding on or completing any contract for construction.

1. Have you ever been disqualified from any contract?
Yes No XXX
If yes, explain the circumstances:

N/A
x
Signature of Bidder
STEVEN L. MENDOZA, VICE PRESIDENT
PROPOSAL P4 6t24D025
Si\E.rg\CIP\23-478 Los Alarms, Anlflope. Cherry. Elm Pavcm.nt Rchabiliution (CIP 13047)\0GDesign Documents\Spccilications\Spccificatrons -CtP 13047 Pavcmcnl Rchabilitation Los Alarnos AntElope Elm - FTNAL l.docx 643

CITY OF MURRIETA, DEPARTMENT OF PUBLIC WORKS/ENGINEERJNG LOSAI-4MOS ROAD,ANTELOPE ROAD,AND ELM STREET
PAVE M ENT RE HA BI L ITATIO N :

CIP NO. 13047, CITY PROJECT NO. 23-478
State of Califomia
SS
Courty of ORANGE
The undersigned d..1rr.t' STEVEN L' MENDOZA
I am the VICE PRESIDENT of R.J. NOBLE COMPANY
x
Notary PUbIiCJADELIN PIOHIA Title
Date: 0711512025
. the part,' making the
foregoing bid. The bid is not made in the interest of. or on behalf of. any undisclosed person, parmership, company. association. organizalion. or corporation. The bid is genuine and not collusive or sham. The bidder has not directly or indtectly induced or solicited any other bidder to put in a false or sham bid. The bidder has not directly or indirectly colluded. conspired, connived. or agreed with any bidder or anyone else to put in a sham bid. or to refrain from bidding. The bidder has not in any manner, directly or indirectly, sought by agreement. commtmication. or conference with anyone to fix the bid price of the bidder or any other bidder. or to fix any overhead. profiL or cost element ofthe bid price. or of that ofany other bidder.

All statements contained in the bid are true. The bidder has not. directly or indirectly, submitted his or her bid price or any breakdown thereof. or the contents thereof. or dirulged the information or data relative thereto. to any corporation- parhership. company. association. organization. bid depository. or any member or agent thereof. to effectuate a collusive or sham bid. and has not paid. and will not pay. any person or entity for such purpose.

Any person executing this declaration on behalf of a bidder that is a corporation. partnership. joint venture. limited liabitity company. limited liability partnership. or any other entity, hereby represents that he or she has full power to execute. and does execute. this declaralion on behalf of the bidder.

I declare under penalty of perjury under the
correct and that this declaration is
laws of the State of Califomia that the foregoing is true and executed on O7 tt|lZ! , at ORANGE
CALIFORNIA Date City
State
By a,/4tu*x
;;;{ *,G ;,A, VICE PRESIDENT
@";fiffffi;,,
PROPOSAL P-9 612412025
S:\Engr\CIA23-478 Los Alanos, .Artelope, Chcrry. Elm Pavemeot Rehabiliution (CIP l3 04?)\00-Design Documcnts\Specilications\-Spccificarions - CIP 1304? Pavcmcnt Rrhrbilitation t.os Alamos Anlclopc Elm - FINAL l.docx NON.COLLUSION AFFIDAVIT
)
)
)
644
CITY OF MURRIETA, DEPARTMENT OF PI]BLIC WORKS/ENGINEf,RING

BIDDER'S AGREEMENT

LOS ALAMOS ROAD, ANTELOPE ROAD, AND ELM STREET
PAVE M E NT RE HA B I L I TAT I O N :

CIP NO. 13047, CITY PROJECT NO. 23-478
The undersigned also agrees as follows
FIRST: Execute the Contract, scan, and submit with the online electronic proposal.

SECOI\D: Within ten (10) calendar days from the receipt of the Notice of Award of Contract. fumish to City. two (2) satisfactory bonds in the amounts specified in the Notice Inviting Bids guarantying the faithfirl performance ofthe work and payment ofbills.

THIRD: To begin work on the date specified in the Notice to Proceed. September rc$,2024.

Accompanying this proposal is cash. a cashier's check. a certified check. or a bidder's bond for not less than ten percent (10%) ofthe total amount ofthe bid payable to City which is to be forfeited. as liquidated dan, ages, if. in the event Contractor does not execute the Contract and fumish satisfactory bonds under the conditions and within the time specified in this proposal. otherwise said cash, cashier's check, certified check, or bidder's bond is to be returned to the undersigned. Within fifteen (15) calendar days after award of this Contract, City witl retum the bidder's bond accompanying such proposal not considered in making the award. All other bidder's bonds will be held until the Contract has been finally executed; they will then be retumed to the bidders whose proposals they accompany.

BIDDER'S NAME
15505 E. LINCOLN AVE. ORANGE

BIDDER'S ADDRESS
IMPORTANT NOTICE: Ifbidder is a corporation, state legal name ofcorporation and names of the president, secretary, treasurer, and manager; ifco-partnership, state true name offirm and names ofall individual co-parmers composing firm; or, ifindividual. s
x AUSTIN M. CARVER, PRESIDENT 07II5I2O25
Officer' Title Date
JENNIFER M. VEGA, SECRETARYx 071t512025
Office Title
JAMES N. DUCOTE, C.F.O
Date
07 /15/202s
Offic ature Title Dales
Signature and title of the office(s) set forth above shall be authorized to sign confacts on behalf of the corporation, co- parurership, or individual. lfsignature is by an agent, other than an officer ofthe corpomtion or a member ofa partnership, a Power of Attomey must be on file with City pdor to or at time ofbid opening; otherwise, the bid will be subject to rejection by City Council.

PROPOSAL P-10 6t24n025
S:\Engr\CIA23-478 Los Alarnos, ,Antelope, Cherry. Elm Pavement Rehabilitation (CIP 13047)\oo-Design Docum€nts\Specifications\Specifications - CIP 1304? Pavemedt Rehabilitation Los Alamos Antelope Elm - FINAL I .docx RT Nr)RIFCr)I\,IPA\Y
cA92865
lrst and last names in full.
x
645

CITY OF MURRIETA, DEPARTMENT OF PUBLIC WORKS/ENGINEERJNG

RELIABLE CONTRACTOR D ON
(CALRECYCLE FORM 168)
Los ALAMos Rono, o*ruYr*, R,AD, AND ELM ,TREET
PAVE M E N T RE HA B I L I TAT I O N :

CIP NO. 13047, CITY PROJECT NO. 23478
See next oage
PROPOSAL P-11 612412025
S:\E;8r\C1A23478 Los Atanms. -{ntelope, Cherry. Elm Pavemcnt Rehabiliration (CIP 13047)\00-De5ign Documents\Specilications\Specifications - CIP I1047 Pavement Rchabilitation Los Alamos Anlclopc Elm ' FINAL l.docx 646

CITY OF MURRIETA, DEPARTMENT OF PUBLIC WORKS/ENGINEERING GRANTEE NAflE:

City of Mumet
PRITARY CONTACT NAXE:

Ganetl Strang
CONTRACTOR NAIIE:

R. . NOBLE COMPANY
AUTHORIZED COT{TRACTOR REPRESENTATIVE NAXE:

STEVEN L. MENDOZA, VICE PRESIDENT
IAILIiIG AOORESS:

P.O. BOX 620, ORANGE, CA 92856
As the authorized representalive of the abovo identfied contraclor. I dedare under p€nalty of peoury under the laws of the Slate of California lhat within the greceding three (3) years. none of the events listed in Seclion 17050 ol Title 14, Calilomia Code ot Regulations, Natural Resources, Division 7, has occurred with respecl to the above identifi€d contractor.

Altomativoly, as the authorized repres€ntative of the above identified contraclor. I declare under penalty of periury under the laws of the State of Califomia that within the preceding three (3) years, if any of the svents listed in Seclion 17050 of Title 14. California Code of Regulations. Natural Resources, Division 7, has occuned with respect to the above identified contractor, I have disclosed all such occurrences in an attached signed statement that explains the facts and circumstances of ths listed events.

Signature
x

STEVEN ZA, VICE PRESIDENT
PROPOSAL P-12 6D4n025
S:\Eng CIA23478 Los Alarms. Antclope. Chcrry. Elm Pavcment Rehabilit4ion (CIP l3M?IoG,Design Documcnls\Specificationsspccificstions - CIP t3047 Pavemcnt Rehabililation Los A.lamos Art lopc Elm - FINAL Ldocx

GRATITEE INFORMATIOT
G'TA T IUTTBER:

TRP1 6-23-0020

CONTRACTOR INFORIATION
Dato
07 /t512025
STATE OF CALIFORNIA DEPARIMEMT OF RESOURCES RECYCI.ING AND RECOVERY (CAIRECYCIO) RELIAALE CONTRACTOR OECI.ARATION
CalReclrb 168 (ReBse( 9/'16)
This ,orm must be cqDpleted and submitted to th€ Depanment of Resources Recycling and Recovery (CalRecycle) prior to authorizing a contraclo(s) to commence uorl. Failure to provide this documentation in a timely manner may result in nonpaFent of funds to tlle contractor(s).

This form is intended fo help the CalRecycle's Grantees comply with the Reliable Contractor Declaration (formerly Unreliable List) requirement of their Terms and Conditions.

The Reliable Contractor Oeclaration (formerly Unreliable List) Provision requires the follo\^/ing:

Prior to authorizing a contracto(s) to commerrr trork under the Grant, the Granlee shall submil to CalRecycle a declaration signed under penalty of perlury by the contractor(s) stating lhat within the prsceding three (3) years. none of the events listed in S€ction 17050 of Title 14. Califomia Code of Regulations, Natural Resourcos, Division 7, has occuned with respect to lhe contraclor(s). Please see the revsrse of this page, or refer to the &!!9[Eie.li9d99lBeggE!i9!l ($,wtv.cehegs.com). ll any of the events list€d in Section 17050 have occurred, disdosure is required but will not necessarily result in CalRecfcle refusing to approve the contraclor. A siJned statement explaining the facts and circumstances of the events must be attached to and submitted with this form.

Contractor: Complete the ,orm and send original to the Grantee.

Grrntao: Scan the fom and upload it to the grant in CalRecycle's Granl Management System. For further instruction about logging into the Grant Management Syst€m and uploading this form, tel€ronce th€ Procedures and Raquirements. Retain the original fofm in your grant file. 647

CITY OF MURRIETA, DEPARTMENT OF PUBLIC WORKS/ENGINEERING STAIE OF CALIFORNIA DEPA,RTIT€N] OF RESOURCES RECYCUNG ANO RE@VERY (C'R6CFIC) RELIABLE COI{TRACTOR OECLARATIOI{
C.lRlcrd. 168 (R.rE d 916)
TitL ta OCR, OM.lon 7, Clrafa.t I
Ardcl. 3. UntallabL Contnrctoo, SubcontrrctoB, Eo'rcrtr! lnd Crrant .r Sacdo[ 17050, Groqnds ior Phcatrtanl on Unral]aua U5t
The follovring are gounds fq a fnding that a co.ltractor, any 3ubconlractor lhat prcvides services for a CalRecycle 4reement, iFnte€ or borotx€r is urroliable and should be daced on the CalRecyde UrY€liabl€ Conlrac,to(.

Subcontracfor, Gnntss or Bonot{er LBr ('!EE!i!l9.,lLilf ), Tho presonce ol on€ ot th€s€ grounds shall not aulornatically result in placern6nt on ttle Unreliabb U6L A firding mrsl be rlad6 by th€ Eraortive Dir€€tor in accord lce with s€ction i 7054, and thor6 rust be a final dscisio on any appcal that may b€ fil€d in acco.dancs with soction 17055 et seq. (a) Disallorrance of any and/q all daim(s) lo CalReclrcle due lo frauduteot daims o( reporting: or ibi The liling ol s civil action by the Allomey ceneral for a violation ol the FaE€ Claims Acl, Go\,€mmont Coda section 12650 et. soq: or
(c) Default on a CalRscydo loan, as Bvidenced by written mtice f.om CalR6cysle stafi provided to th6 botrovrer of th6 dotaufl: or
(d) Fofeclosu|e upon real poperty l@n collateral or repossession ol persooal plogerty loan collateral by CdRecrcle: or
(e) Filing vauntary or involuntary bankruplcy, where there is I finding based on substantlal evidence. that the banfruplca interfsrsd with the CalRscyds contract' subconlracl, grant or loan: or (f) Breactr ol the terms and cooditions ot a prsvious CalRscyd€ contr&1. any subcontract for a CalRecydo. agreernent. grant. or loan. resulling in ton nation of llle CalRecacle conlract, subcontract. grant o. loan by th€ CdRacrds or Prime cootraclor: or
(g) itacefl;nt oo he CalRecyde's chronic virator invenlory esl*lished pursu4tt to Puuic Resoutc6 Code sectbn 44104 lor any ornor or oparator ol a solid wasto facilitl4 or (h) The person. ir any partn6r, member. oftcsr, di.gcto., responsible managing ofrcsr, or rospoosible managing " ampioyto ot an eitiy tras oaon convrasO by a courl ol com-p€tontJur6didon of aly dprge of lrard' bdbeJy. cotiusim, conspinci, o. any act in vlcration ot any strte or tgderal anltfust law in coonection with th8 bidding upon, awart oi or *rtormjnce under any CalReq/de cont'acl' subcontract. $anl or loan; or (i) Tie person or entity is on lh€ tisl of unrBliable p€rsons or entities, or imilar fsr, of any 0tl6r federal o. Califomia stats agoflcy: or
[) Ihe pelon or entity h83 Yidated En Ord€r bsued io sccordanca with s€ction 18304: or, ii; m" ieoon or untlty has diiactsd or transported to, hes or accapted westa lires at, 6 siG wie,8 ths operator is required to have but does not tEve a waste tirB hciity p€rmit: or' (l) Tho psrson or €ntity has transportod wasto liros lvilhout a wdte tirts haulor rogistretion: o.. iti.,) n" i.|Eon or .ntity nas md a sotia wasts facility or waste tire pen t or a waste 0'e hauhr registratbn denied . susp€nded or revoked; or,
(n) The parson or entity has abandonod a site or takeo a similsr aciion which rosulted in corsciw action ot th€ ' ' axperditut€ of fun& Uy CaRecyae to remediate. d€an, o. abate a nuisance al the site: or (o) TtrL tomwing are aOOitimat grounOs for a llnding that, a potson o. entity desctibed below should be placed on Ole Unreliable List:
( 1 ) The p.rson or ontity own6d 20% or mor€ of an ontity on th€ Unrsli$l€ List at lho lima of iho activity that resu[ed in its placeo€fl| o.l ttle UnGliEble List:
(2) Tt|6 peGon h€ld the position of o[i{:af di]eclor, manEqor, parlnar, tfu3tes. or any oth€r menagamaot ' ' posidbn wirr sirnificaflt contrd (Principal Manegeo in an entity on tha Un.slisble List at th€ time of tlte activity that .€sulted in ib placernenl on the Unrelisble Lisl; (3) Th6 enlity ioclud6s a Principal Manager whol
1, ' Was a pdncigal Manager in an eotity on the Unreliable List at th€ tirne of th€ acli\rity thst rBslltad in its placsfitont on th€ Unreliable List: or.

2. Olner! 20% or npre ol an e tity on the Unreliable List at the tinE ot ttE adivity that resulted in its placatneot on the Unr€liable List;
(4) The entity hss a petsoo wt|o qvns 20% q mor6 o, tha enlity, il thal p6rsm:

1. -
Was a principal Manager in an er ity on the Unrelisble List at 0E Iirne of the aclivity that r€sultod an its pla€atnent on tho t,nr€liable Llst: or.

2. O,vne<t 20% oi more of an enlity on the Unreliabl€ List at the time of the aclivity that result6d in iG placdnent on Sle Unroliabl€ UsL
(5) Tho entity has another entity which owls 20p6 or rnorB ot lha €nW, if that oth€r enw:

1. ls on the Unrdiablo List; or,
2_ O9rn(,d 2}ryo or n{],.a of an .ntity on tho Unr€liat 6 List at tio tirno of th6 aclivity that r.sult.d ir lts placefilent on iie Unreliable List.
(6)Sub6€clion(o)ls'lotintefdedtoapply!oap€rsonorentityflatpu.chasesorolhawiseobtainsan' entity oo the Un.oliable LBt subsoquool to iB plac€.rEot on tho Unreliablo List' PROPOSAL P-13 6P4r2O25
3ingrfCmz:-lzf ror eramos. .{nrelope, Cherry, Elm Pavement Rehabilitation (CIP 13047)\00-Design Documcns\sp€cificationslsprcificttions - CIP 13047 P.vcmeot Rehabilitation l-os Alamos Aflelop. Elm - FINAL I docr 648

CITY OF MURRIETA, DEPARTMENT OF PUBLIC WORKS/ENGINEERING

STATEMENT OF CRUMB RUBBER MATERIAL MANUFACTURED FROM ONLY

CALIFORNIA-GENERATED WASTE TIRES

LOS AI-AMOS ROAD, ANTELOPE ROAD, AND ELM STREET
PAVE M ENT REHAB I LITATIO N :

CIP NO. 13047, CITY PROJECT NO. 23478
The Contractor or Subcontractor completing the Asphalt Rubber Hot Mix (ARHM) hereby certifies that only Califomia-generated waste tires. processed in Califomia. shall be used in the crumb rubber.

Contractor shall provide supporting documentation attached to this form with their bid submission.

Acceptable forms of supporting documentation include: Certificate of Origin (if completed by a Califomia Processor). Certificate of Compliance (fiom crumb rubber supplier). or a Bill of Lading and Manifest documentation for non-Califomia processors.
?LEASE SEE THE ATTACITED CERTItr'ICATES OT COMPLIANCE
Dated:0711512025 By: x
(s
STEVEN L. MENDOZA, VICE PRESIDENT
(Print Name and Title
PROPOSAT- P-14 8t24t2025
Sffng.\Clp0:-aZg for AlarDs. Arrclope. Chcrry. Elrn Pavcmcnt Rehsbilitdion (CIP 13047)\0GDcsGn Documcn6\Spccilicationslspecificado.s - CIP 13047 PavfiEnr Rdlabilirarion lrs Aramos Ant lopc Elm - FINAL l.docx 649
@crn
aalv. rua!1.

CERTTFICATE OF COIi|PLIANCE
The High Natural crumb Rubber supplied by cBM co. Ltc to R. J. Noble companY meets the require-d specificaUons as found in the section 203-11.2.3.1, and 203-u.2.3.2, tables 203- rr-i.a.r(g). and 203-11.2.3.2 of Green BOOr Standard specifications for public works constructlon, 2021 Edition. Typical Quality characteristlcs of the high natural crumb rubber are as follows.

R. J. Noble Company
15505 E. Lincoln Avenue
Orange, CA 92856
Wire in CRM (% Max):

Macro fabfic in CRM (%Max):

CRM specific gravity:

Rubber Hydrocarbon:

Natural tubber content:

Plasticizer (Acetone €xtract) :

The following ls a typical gradation of the High Natural CRM rubber s cation
CRM Co., LLC.

The High Natural crumb Rubber supplied by cRM co, LLc is produced from truck tires owned and operatid in the State of california and processed by ambient granulation in CRM co tIC Celifomia tiie recycling plant (Maior Waste Tire Facility Permit TPID No. 1005453, County of Los An,elesl. < 0.01'6
- o.05%

1.15t.05
54r.2%
42 !2%
7 t2%
July 8, 2025
100
100
85 30
CAt>ttrr!'It^
Cristhlan Rodrigue2
Plant ManaBer
Max(%PassMin.(t6passlSamp le l%PassScreen

2.35 mm (fl8)
1001002.m mm (10)
951001.18 mm (f16)
35600 pm (#30)
10 403i1150 pm (Slm)
10Ir2m75 pm (
l5E{X} S. Avalon Blvd, Ranc*lo Dominguez' CA 90220 Tct: 310-538-2222 Fax: I I G538-2227 75!2
26 12300
650
@cnna
:r 1..,r rultr r ,.n..rc-Lit.t
Ref:

CERTIFICATE OF COMPUANCE
The Scrap Crumb Rubber supplied by CRM Co. LLC to R. l. Nobh Company, meets the required specificatbns as found in the sectlon 203-11.2,3.1, and 203-11.2.3.2, tables 203.11.2.3.1{A}, and 203-1r.2.3.2 of "Green BOOK' 5tandard Specificetions for public Worls Construction, 2021 Edition.

Typical Quallty Characteristics of the high natural crumb rubber are as follows. <0.019(
{.05t6

1.15r0.05
54 12%
2812%
t2 rzx
5tZY.
28t 2%
The followlq ls a typicel gradation of scrap crumb rubber- Ma %Pass)
100
100
The scrap &umb Rubber supplied by CRM Co., LLC is Produced from whole screp automoblle tires owned and operated in the State of Callfomia and processed by ambient granulation in CRM Co., LLC, California tire recycling plant (Mairr Waste Tire Facllity Permit TP|D No. lmAm3, County of Los Angels).
6 2
0 CRM CO., TLC.

Xr 5r $ trrJ Z
Cristhidn RodriBuez
Plant Manager
s n
Screen Sample (%Pass)
1m
Min.(Xpass)
100

2.00 mm (10) 98 98

1.18 mm {*16) 45 15
600 pm (#30) 18r2 2 20
300 pm (rs0) 4!2 0
150 pm (#100) 1 0
7s |lm (f2m) 0 0
15E00 S. Avalon Blvd. Rancho Domingucz CA 90220 -fel: ll0-i38-2222 Faxr 310-538-2227 R. J. Noble Company
15505 E. Unmln Avenue
Orange, CA 9285610 JUV 9, 2025
Wre in CnM (% Max):

Macto fiber in CRM (XMax):

CRM specific Srayity:

Rubber Hydrocarbon:

Naturdl rubbcr content:

Plasticizers (Acetone Extract):

Ash:

Grbon Black;

2.35 mm (#8)
52!2
651

CITY OF MURRJETA, DEPARTMENT OF PUBLIC WORKS/ENGINEERING The emulsion and emulsion supplier is required to have documented experience. Provide documentation that the proposed recycling emulsion has been successfully used on at least five (5) other CCPR asphalt projects in Califomia over the past five (5) years. including project name. agency/owner. project engineer, and construction dates.

PLEASE SEE THE ATTACHED PREPARED LIST
Dated:0711512025 By: x A/lrt,,*@T
STEVEN L. MENDOZA, VICE PRESIDENT
(Print Name and 'l'itle)
PROPOSAL P-i5 6t24t2025
S:\Engr\CIE2347t Los Alarnos. .Anrclopc. Chcrry, Elm Pavemcnr Rchabilitarion (CIP 1367)\0GDesign Documcnts\Spccifications\Specificetions -CIP 13047 Pavcnrot Rchabililrtion t-os Alamos Antclope Elm _ FINAL I docx

STATEMENT OF EMULSION AND EMULSION SUPPLIER EXPERIENCE

LOSALAMOS ROAD,ANTELOPE ROAD,AND ELM STREET
PAI'E M E NT RE HA B I L I TAT I O N :

CIP NO. 13047, CITY PROJECT NO. 23478
652
Ergon Asphalt & Emulsions CIR and CCPR Project Lists
Project: 09-379304 Route 127 near Shoshone
Agency: CalTrans
Pro.iect Engineer: Richard Moberly
[email protected]
Dates: 2023
Project: Ave N
Agency: tosAnge lescou nty
Project Engineer: Mark Pestrella (5264584001
[email protected]
Dates: 2021
Projed: Saleroso Drive
Agency: LosAngelesCo u nty
Project Engineer: Mark Pestrella (626458{001
mpestrella @dpw.lacounty.gov
Dates;2022
Project: Goode Hill Road
Agency: LosA n ge I e sCo u n tY
Project Engineer: Mark Pestrella (526'4584001
[email protected]
Dates:2021
Pro.iect: 08-115604 Route 2 near Wrightwood
Agency: GlTrans
Proiect Engineer: Taghreed Al-Khateeb
tagh [email protected]
Dates: 2021
653
CITY OF MURRIETA. DEPARTMENT OF PUBLIC WORKS/ENGINEERING

LOS ALAMOS ROAD, ANTELOPE ROAD, AND ELM STREET
PAVEMENT REHABILITATION :

CIP NO. 13047, CITY PROJECT NO. 23-478
The Contractor or Subcontractor completing the CCPR work shall have completed a minimum of five (5) CIR asphalt projects in the last five (5) years. Submit project name, agency/owner. project engineer, and construction dates.

PLEASE SEE TIIE ATTACHED PREPARED LIST PROVIDED BY PAVEMENT RECYCLING SYSTB4I Dated: 07 I 15 12025 By: x
(Signature
STEVEN L. MENDOZA, VICE PRESIDENT
(Print Name and Title)
PROPOSAL P-16 at24t2025
Sfeng,fCtnZf-lZg fo.,ottanros. Ant lope. Cherry, Elm Pzvem€nt Rehabilit tion (ClP 13O47[OGDesign Documentstspccifications\Spccifications -ClP l3M7 Pavern€nt Rehabilitdion Los Alamos Ant.lopc Elm 'I'INAL l.docx

STATEMENT OF CCPR CONTRACTOR OR SUBCONTRACTOR EXPERIENCE 654
10240 SAN SEVAINE WAY, JURUPA VALLEY, CA 91 752
PHONE: (951)682-1091 -
FAX (9st)682.1094
The following successfulCold ln-place Recycling (ClR) projects have been completed by Pavement Recycling Systems, lnc.:

Project: Date Palm Drive Pavement Rehabilitation
Agency: City of Cathedral City
Project Engineer; Armando Garcia Baldizzone P.E. (760)770-0349 [email protected]
Dates: November 2023
Project: Mather Field Rehabilitation Project
Agency; City of Rancho Cordova
Proiect Engineer: Ben Chan (916)851-8873
[email protected]
Dates: October 2023
Project: Van Buren Blvd Pavement Rehabilitation Project - Phase 3 Agency: City of Jurupa Valley
Project Engineer: Paul Toor (951)332-6464
ptoor@iurupava lley.org
Dates: October 2023
Project: Big Tujunga Canyon Rd LA.,oC 6712
Agency: Los Angeles CountY
Project Engineer: Mark Pestrella (626-458-4001
[email protected]
Dates: J une 2023
Project: San Fransquito Canyon Rd LA JOC 6714
Agency: Los Angeles County
Project EnBineer: Mark Pestrella (626-458-4001
[email protected]
Dates: June 2022
655

CITY OF MURRJETA, DEPARTMENT OF PUBLIC WORKS/ENGINEERING

LOS AI,AMOS ROAD, ANTELOPE ROAD, AND ELM STREET
PAVEMENT RE HAB I LITATION :

CIP NO. T3017, CITY PROJECT NO.23.478
This is to Certifr that
R.J. NOBLE COMPANY
(FILL TN CONTRACTOR'S NAME)
(hereinafter the "undersigned") acknowledges that they have read and shall comply with the requirements of Title 13: Califomia Code of Regulations. Chapter 9: Off-Road Vehicles and Engines Pollution Control Devices. Article 4.8: In-Use Off-Road Diesel-Fueled Fleets sections 2449.2449.1. and2449.2 as described in these provisions. The undersigred shall provide thek Certificate of Reported Compliance: In-Use Off- Road Diesel-Fueled Fleets (C,{RB) with their electronic bid prior to the bid date and time.

In addition, the undersigned acknowledges that they are responsible for gathering and submitting with their electronic bid any CARB Certifcate(s) of Reported Compliance: In-IJse OffRood Diesel-Fueled Fleets for any listed Subcontractors utilizing a fleet &at falls under these same provisions prior to the date and time of bid.
garc$07ll5l20?5 By: x
(s
STEVEN L. MENDOZA. VICE PRESIDENT
(Print Name and Title)
(Print Name and Title)
PROPOSAL P-17 Bli21no25
ifiier\ClA2:-aug fo. elarnos. .Anretope. Ch€rry. Elm Pavement Rehabilitation (CIP l3(N7)\o&Dcsign Documents\Specilicationslspecificltions - CIP l3M7 Prv€nrenl Rchabilitation lrs Alarnos AntcloPc Elm ' FINAL I docx

CALIFORNIA AIR RESOURCES BOARD (CARB)

ACKNOWLEDGEMENT FORM
656
California Environmental Protection Agency
Air Resourcos Board
fanuarY I,ZOZS
CERTIFIcATE oF Reponreo CorrpuANcE
OFF-ROAD DIESEL VEHICT.E RECUUNOX
ls iccued to
R|.NOBIE COMPANY
Tha.cc.tlbabitrdoa.a0iirfsl.bdricr.h.rtPotlddl{ddctdvcl*'c'bthe Crfo.nL A& RcGrr.Erdrd lrodfl.dt? r. h ootrULBdrltb 13 ccR, ro0on 2a49. All.p9lh-.. YJlil. olYd tsy t,I [6idlr], oorfry, dietrry 'rl'd b' ?.oo !d..|(l h$q ...fdLd h A.oodt 2{a' uft rf po-b cfi?frtE!, d' ti3 c.rflfio.b L n{ rnd rou Crrtflortr orfir 2128 12026
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Chr.l, 5It Cdtatol llhiSa lc vrlfr lr aa-aca, dl* aaat aa, da tia trrrar I Crlto.ri. Al! ir.lftan b..d lrfip:/r$yr.it.c!.gotld@rJdnpf arr-:6df .irH a :trt
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657
California Environmental Protection Agency
Air Resources Board

CALIF GINE
Cennrr
ON
o. aoErEy .[aJ* be
colrplet.'les. clre th6
CllltomE An
diesd vehres to tr
13 CCR.

Tts ce tcsE
toCion 2{49. Al
r@ded md bb.hd,
c.rl6o.ts k nldl &a
c!r. a!1r!!.L, .n. !r! ndr .t
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U1al25,3i31PM Calhbrnla Alr Rs8ourc68 goard: OII-Road Oiosel-Fuslod Fle€ts Rooulafon California Environmenml Protection Agency
Air Resources Board
fanuary !,?OZS
CgnrlncATE oF Reponrep CorrpuIANcE

OFF-ROAD DIESEL VEHICLE REGULATION
is issued to
CAL STRIPE INC.

This certilicate lndicates trat the fleet ltsted above has reporEd off-road diesel vehicles to the catifornlaAirResouroesBoardandhasce'tiliedtheyareincompliancewithtitlel3ccR, seclion 2449. All applicable vehicles owned ry the rndMidual, comparry, or agerrcY must be reported and labeled, as speofted tn Section 2449, wth all possbie comPleteness, else this certificate is null and volo. Certificate expires 2/28 /2026 / /L-
Otf-road Diclcl Flert ldentlllcauon
5800
,/ ,r.r fio$ltr
clricl, iioDllc sourcc co lnrl D'vition
calitoxri. Ai, Rcrour(et llo.lrd
To v.rtly thr .dhcrllclty ol llJ. cGiltlcatG, .nt6r lhis number at http://vt wtv.a rb.ca.gov/doordcom pliance-c€rt l . html httssi/s€l.9rb.ca.9ov/ssldooJt/doors-rgPoningy'Pa,m/php/cartlicrto.PhP 1D
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I
t
\i, .r'N
659
California Environmcntal Protection Agency
Air Resources Board
fanuary L,2OZS
Cenn ncATE oF REPoRTEp CorrrplIANcE

OFF-ROAD DIESEL VEHICLE RECUUATION
is issued to

MANHOLE ADJUSTING INC
Thrs certificate indicates that tlle fleet li6ted above has reported off-road diesel vehioles to the California Air Resources Board and has oertified tlley are in compliance with title 13 CCR, seclion 2449. All applicable vehicles owrEd by the individual, comparry, or agency must be reported and labeled, as specified in Section 2449, with all possible completeness, else this certificate is nurlard voio. Certificate expires 2/28/2026 Ofi-road Dierel Flest ldentillcatlon
tts4
,/ *r rlto*ri
(hi.l. Moblre sourc. Conliol Divieion
Ciliforni. An ieeurcei 8oi.d
To v! ly lh. luhlnlicity ofthi. c.rlific.t., .rnn thi. numbu.l htlp:/www.arb.ca. gov/doors/compliance-certl .htrnl
/,1 /r-
t
ll
i
660
33/25, S:52 AM Calltomla AIr Resources Board: Ofi-Road Olesel-Fueled Fleets Regulatlon California Environmental Protection Agency
Air Resources Board
lanuary L,ZOZS
CEr*TIFICATE OF REPORTEO COTTAPTIANCE
Orr-RolD DTESEL VEHIcLE Reculrarrror.t
is issued to

PAVEMENT RECYCLING SYSTEMS
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Bid Item Description Units
Estimated
Quantity Unit Price Total Price
% of Total
Bid Price Unit Price Total Price
% of Total
Bid Price Unit Price Total Price
% of
Total Bid
Price Unit Price Total Price
% of Total
Bid Price

BASE BID ITEMS
1 Mobilization LS 1 $150,000.00 $150,000.00 4.43% $217,000.00 $217,000.00 5.83% 164,552.38$ 164,552.38$ 4.18% 250,000.00$ 250,000.00$ 5.01% 2 Traffic Control System LS 1 $240,000.00 $240,000.00 7.08% $229,000.00 $229,000.00 6.16% 238,350.57$ 238,350.57$ 6.05% 262,500.00$ 262,500.00$ 5.26% 3 Water Pollution Control LS 1 $6,500.00 $6,500.00 0.19% $10,000.00 $10,000.00 0.27% 108,120.25$ 108,120.25$ 2.75% 35,000.00$ 35,000.00$ 0.70% 4 Construction Surveying and Staking LS 1 $40,000.00 $40,000.00 1.18% $50,000.00 $50,000.00 1.34% 136,623.77$ 136,623.77$ 3.47% 50,000.00$ 50,000.00$ 1.00% 5 Changeable Message Signs EA 5 $3,200.00 $16,000.00 0.47% $5,100.00 $25,500.00 0.69% 2,273.75$ 11,368.75$ 0.29% 8,000.00$ 40,000.00$ 0.80% 6 Encroachment Permits LS 1 $5,000.00 $5,000.00 0.15% $4,100.00 $4,100.00 0.11% 4,134.09$ 4,134.09$ 0.11% 10,000.00$ 10,000.00$ 0.20% 7 Project Information Sign EA 3 $800.00 $2,400.00 0.07% $2,400.00 $7,200.00 0.19% 2,633.53$ 7,900.59$ 0.20% 10,000.00$ 30,000.00$ 0.60% 8 Furnish/Install Survey Monument per COM std. no. 617B AND 617C EA 2 $1,500.00 $3,000.00 0.09% $2,200.00 $4,400.00 0.12% 4,142.79$ 8,285.58$ 0.21% 5,000.00$ 10,000.00$ 0.20% 9 Adjust Existing Survey Monument to Grade EA 1 $3,200.00 $3,200.00 0.09% $1,860.00 $1,860.00 0.05% 1,343.06$ 1,343.06$ 0.03% 4,000.00$ 4,000.00$ 0.08% 10 Double Adjust Storm Drain Manhole EA 5 $2,200.00 $11,000.00 0.32% $2,200.00 $11,000.00 0.30% 2,883.21$ 14,416.05$ 0.37% 4,500.00$ 22,500.00$ 0.45% 11 Concrete Removal (Curb Ramp, Cross Gutter, Spandrel, Curb/Gutter, Sidewalk) SF 5997 $5.30 $31,784.10 0.94% $6.00 $35,982.00 0.97% 7.87$ 47,196.39$ 1.20% 10.00$ 59,970.00$ 1.20% 12 Construct Concrete Cross Gutters, Spandrel, Curb, and Gutter per City Std. 311, 312 & 318 SF 2385 $25.00 $59,625.00 1.76% $28.00 $66,780.00 1.80% 21.16$ 50,466.60$ 1.28% 30.00$ 71,550.00$ 1.43% 13 Construct Concrete Access Ramps, City Std. 321 SF 3077 $13.75 $42,308.75 1.25% $16.00 $49,232.00 1.32% 13.02$ 40,062.54$ 1.02% 40.00$ 123,080.00$ 2.47% 14 Construct Concrete Sidewalks, City Std. 320 SF 436 $8.50 $3,706.00 0.11% $13.00 $5,668.00 0.15% 7.60$ 3,313.60$ 0.08% 20.00$ 8,720.00$ 0.17% 15 Remove and Dispose of Asphalt Concrete Pavement (average depth 5.3" Digouts on Antelope Rd.) SF 9220 $2.80 $25,816.00 0.76% $4.40 $40,568.00 1.09% 4.44$ 40,936.80$ 1.04% 5.00$ 46,100.00$ 0.92% 16 Remove and Dispose of Asphalt Concrete Pavement (average depth 5.75" Digouts on Los Alamos Rd.) SF 38924 $2.80 $108,987.20 3.22% $2.20 $85,632.80 2.30% 2.22$ 86,411.28$ 2.19% 6.00$ 233,544.00$ 4.68% 17 Remove and Dispose of Aggregate Base and Subgrade Prep (7" depth Base Digout on Elm St.) SF 4110 $3.35 $13,768.50 0.41% $2.40 $9,864.00 0.27% 2.43$ 9,987.30$ 0.25% 10.00$ 41,100.00$ 0.82% 18 Cold Milling Asphalt Concrete Pavement Full Width at 2.375" Depth (Antelope Rd) SY 24139 $4.00 $96,556.00 2.85% $4.80 $115,867.20 3.12% 4.81$ 116,108.59$ 2.95% 8.00$ 193,112.00$ 3.87% 19 Cold Milling Asphalt Concrete Pavement Full Width at 4" Depth For Use in CCPR (Elm St) SY 13295 $14.00 $186,130.00 5.49% $10.50 $139,597.50 3.75% 10.49$ 139,464.55$ 3.54% 10.00$ 132,950.00$ 2.66% 20 Cold Milling Asphalt Concrete Pavement Full Width at 2.25" Depth (Los Alamos Rd) SY 17425 $4.00 $69,700.00 2.06% $4.10 $71,442.50 1.92% 4.13$ 71,965.25$ 1.83% 8.00$ 139,400.00$ 2.79% 21 Cold Milling Asphalt Concrete Pavement 6' Header Grind at 2" Depth (Los Alamos Rd) SY 6239 $3.00 $18,717.00 0.55% $4.10 $25,579.90 0.69% 4.13$ 25,767.07$ 0.65% 8.00$ 49,912.00$ 1.00% 22 Remove Existing AC Dike (Ranges from 2" to 6") LF 3462 $1.00 $3,462.00 0.10% $4.80 $16,617.60 0.45% 4.75$ 16,444.50$ 0.42% 10.00$ 34,620.00$ 0.69% 23 Aggregate Base for Base Digout on Elm St. CY 94 $145.00 $13,630.00 0.40% $122.00 $11,468.00 0.31% 115.31$ 10,839.14$ 0.28% 150.00$ 14,100.00$ 0.28% 24 Install Geotextile Reinforcement (Tensar Triax Geogrid Type 2 or Approved Equal) SY 870 $7.00 $6,090.00 0.18% $9.00 $7,830.00 0.21% 3.06$ 2,662.20$ 0.07% 20.00$ 17,400.00$ 0.35% 25 ARHM Overlay 2" (Los Alamos Rd, Antelope Rd, Elm St) TON 8559 $123.00 $1,052,757.00 31.06% $141.00 $1,206,819.00 32.45% 130.37$ 1,115,836.83$ 28.34% 160.00$ 1,369,440.00$ 27.44% 26 ARHM Overlay 2.25" (Los Alamos Rd) TON 1456 $123.00 $179,088.00 5.28% $148.00 $215,488.00 5.79% 133.54$ 194,434.24$ 4.94% 190.00$ 276,640.00$ 5.54% 27 Install 3/8" ARAM (Antelope Rd) SY 24139 $5.50 $132,764.50 3.92% $5.00 $120,695.00 3.24% 6.53$ 157,627.67$ 4.00% 6.25$ 150,868.75$ 3.02% 28 CCPR AC Pavement 4" (Elm St) TON 2619 $81.00 $212,139.00 6.26% $80.00 $209,520.00 5.63% 173.31$ 453,898.89$ 11.53% 120.00$ 314,280.00$ 6.30% 29 CCPR Mix Design, Sampling, and Testing LS 1 $35,000.00 $35,000.00 1.03% $31,700.00 $31,700.00 0.85% 31,827.34$ 31,827.34$ 0.81% 30,000.00$ 30,000.00$ 0.60% 30 Emulsified Recycling Agent (For use in CCPR) TON 91 $615.00 $55,965.00 1.65% $592.00 $53,872.00 1.45% 594.28$ 54,079.48$ 1.37% 1,000.00$ 91,000.00$ 1.82% 31 Cement (For Use in CCPR) TON 26 $215.00 $5,590.00 0.16% $210.00 $5,460.00 0.15% 206.70$ 5,374.20$ 0.14% 500.00$ 13,000.00$ 0.26% 32 Asphalt Concrete Pavement for Removal and Replacement of AC (Digouts) TON 1636 $145.00 $237,220.00 7.00% $157.00 $256,852.00 6.91% 141.62$ 231,690.32$ 5.88% 180.00$ 294,480.00$ 5.90% 33 Construct 6" AC Dike per City STD. 315 LF 3462 $6.75 $23,368.50 0.69% $8.00 $27,696.00 0.74% 7.28$ 25,203.36$ 0.64% 40.00$ 138,480.00$ 2.77% 34 Furnish/Install Detector Loop EA 153 $450.00 $68,850.00 2.03% $463.00 $70,839.00 1.90% 620.11$ 94,876.83$ 2.41% 550.00$ 84,150.00$ 1.69% 35 Furnish and install #5 pullbox, connect DLC for traffic loops EA 11 $1,275.00 $14,025.00 0.41% $4,900.00 $53,900.00 1.45% 671.79$ 7,389.69$ 0.19% 1,500.00$ 16,500.00$ 0.33% 36 Furnish and install 2" conduit under sidewalk panels or as shown . Connection Type as Shown LF 168 $215.00 $36,120.00 1.07% $284.00 $47,712.00 1.28% 77.51$ 13,021.68$ 0.33% 250.00$ 42,000.00$ 0.84% 37 Furnish and install 2" conduit under sidewalk panels (jack & bore). Connection Type as Shown LF 80 $215.00 $17,200.00 0.51% $258.00 $20,640.00 0.55% 165.36$ 13,228.80$ 0.34% 250.00$ 20,000.00$ 0.40% 38 Furnish and install DLC. Connect loops to existing traffic cabinet LF 3337 $7.25 $24,193.25 0.71% $4.10 $13,681.70 0.37% 5.17$ 17,252.29$ 0.44% 8.50$ 28,364.50$ 0.57% 39 Wet Sandblast/Remove Existing Pavement Markings on bridge deck LF 1505 $5.65 $8,503.25 0.25% $5.50 $8,277.50 0.22% 5.48$ 8,247.40$ 0.21% 3.31$ 4,981.55$ 0.10% 40 Pavement Striping Detail 12 LF 11554 $0.55 $6,354.70 0.19% $0.50 $5,777.00 0.16% 0.52$ 6,008.08$ 0.15% 0.80$ 9,243.20$ 0.19% 41 Pavement Striping Detail 22 LF 4266 $1.05 $4,479.30 0.13% $1.00 $4,266.00 0.11% 1.03$ 4,393.98$ 0.11% 1.35$ 5,759.10$ 0.12% 42 Pavement Striping Detail 25 LF 2218 $0.55 $1,219.90 0.04% $0.50 $1,109.00 0.03% 0.52$ 1,153.36$ 0.03% 0.95$ 2,107.10$ 0.04% 43 Pavement Striping Detail 27B LF 5446 $0.45 $2,450.70 0.07% $0.50 $2,723.00 0.07% 0.47$ 2,559.62$ 0.07% 0.95$ 5,173.70$ 0.10% 44 Pavement Striping Detail 29 LF 9324 $2.10 $19,580.40 0.58% $2.10 $19,580.40 0.53% 2.07$ 19,300.68$ 0.49% 1.35$ 12,587.40$ 0.25% 45 Pavement Striping Detail 32 LF 862 $2.10 $1,810.20 0.05% $2.10 $1,810.20 0.05% 2.07$ 1,784.34$ 0.05% 2.50$ 2,155.00$ 0.04% 46 Pavement Striping Detail 37B LF 688 $0.70 $481.60 0.01% $0.70 $481.60 0.01% 0.67$ 460.96$ 0.01% 1.13$ 777.44$ 0.02% 47 Pavement Striping Detail 38 LF 5506 $0.80 $4,404.80 0.13% $0.80 $4,404.80 0.12% 0.78$ 4,294.68$ 0.11% 1.13$ 6,221.78$ 0.12% 48 Pavement Striping Detail 39 LF 8680 $0.65 $5,642.00 0.17% $0.60 $5,208.00 0.14% 0.62$ 5,381.60$ 0.14% 0.95$ 8,246.00$ 0.17% 49 Pavement Striping Detail 39A LF 2420 $0.55 $1,331.00 0.04% $0.60 $1,452.00 0.04% 0.57$ 1,379.40$ 0.04% 0.95$ 2,299.00$ 0.05% 50 Thermoplastic Striping Detail 40 LF 512 $0.65 $332.80 0.01% $0.60 $307.20 0.01% 0.62$ 317.44$ 0.01% 2.50$ 1,280.00$ 0.03% 51 Pavement Striping 6" Solid White Lane Line LF 1950 $0.55 $1,072.50 0.03% $0.60 $1,170.00 0.03% 0.57$ 1,111.50$ 0.03% 0.95$ 1,852.50$ 0.04% 52 Pavement Striping 12" Solid White Diagonals LF 418 $3.15 $1,316.70 0.04% $3.00 $1,254.00 0.03% 3.05$ 1,274.90$ 0.03% 10.00$ 4,180.00$ 0.08% 53 Paint Pavement Striping 6" Solid White Line (Diagonals for bike lane buffer) LF 543 $2.10 $1,140.30 0.03% $2.00 $1,086.00 0.03% 2.02$ 1,096.86$ 0.03% 7.50$ 4,072.50$ 0.08% 54 Painted Bike Lane Symbol with Person Pavement Marking and Bike Lane Arrow SF 456 $3.15 $1,436.40 0.04% $3.00 $1,368.00 0.04% 3.05$ 1,390.80$ 0.04% 11.25$ 5,130.00$ 0.10% 55 Thermoplastic Pavement Marking "SIGNAL" and "AHEAD" SF 400 $4.00 $1,600.00 0.05% $4.00 $1,600.00 0.04% 3.93$ 1,572.00$ 0.04% 11.25$ 4,500.00$ 0.09% 56 Thermoplastic Pavement Marking "KEEP" and "CLEAR" SF 400 $4.00 $1,600.00 0.05% $4.00 $1,600.00 0.04% 3.93$ 1,572.00$ 0.04% 11.25$ 4,500.00$ 0.09% 57 Thermoplastic Pavement Marking "STOP" SF 50 $4.00 $200.00 0.01% $4.00 $200.00 0.01% 3.93$ 196.50$ 0.00% 11.25$ 562.50$ 0.01% 58 Thermoplastic Pavement Marking (Type IV Arrow) SF 1742 $4.00 $6,968.00 0.21% $4.00 $6,968.00 0.19% 3.93$ 6,846.06$ 0.17% 8.75$ 15,242.50$ 0.31% 59 Thermoplastic Pavement Marking (Type VII Arrow) SF 30 $4.00 $120.00 0.00% $4.00 $120.00 0.00% 3.93$ 117.90$ 0.00% 11.25$ 337.50$ 0.01% 60 Thermoplastic Pavement Marking (Type VI Arrow) SF 72 $4.00 $288.00 0.01% $4.00 $288.00 0.01% 3.93$ 282.96$ 0.01% 11.25$ 810.00$ 0.02% 61 Thermoplastic Pavement Marking (Type I Arrow) SF 48 $4.00 $192.00 0.01% $4.00 $192.00 0.01% 3.93$ 188.64$ 0.00% 11.25$ 540.00$ 0.01% 62 Thermoplastic Pavement Marking (12" White) SF 2493 $4.00 $9,972.00 0.29% $4.00 $9,972.00 0.27% 3.93$ 9,797.49$ 0.25% 6.25$ 15,581.25$ 0.31% 63 Thermoplastic Pavement Marking (12" Yellow) SF 184 $4.00 $736.00 0.02% $4.00 $736.00 0.02% 3.93$ 723.12$ 0.02% 8.75$ 1,610.00$ 0.03% 64 Install Sign Type R3-7 EA 1 $425.00 $425.00 0.01% $410.00 $410.00 0.01% 408.24$ 408.24$ 0.01% 562.50$ 562.50$ 0.01% 65 Install Sign Type R7-9(MOD) EA 4 $425.00 $1,700.00 0.05% $410.00 $1,640.00 0.04% 408.24$ 1,632.96$ 0.04% 562.50$ 2,250.00$ 0.05% 66 Install Type Q (CA) Object Markers with White Retroreflective Sheeting EA 56 $100.00 $5,600.00 0.17% $98.00 $5,488.00 0.15% 98.18$ 5,498.08$ 0.14% 75.00$ 4,200.00$ 0.08% 67 8" Yellow Raised Pavement Markers @2.5' spacing LF 180 $20.00 $3,600.00 0.11% $20.00 $3,600.00 0.10% 19.59$ 3,526.20$ 0.09% 50.00$ 9,000.00$ 0.18% 68 Paint Median Nose Yellow SF 120 $4.25 $510.00 0.02% $4.00 $480.00 0.01% 4.08$ 489.60$ 0.01% 7.50$ 900.00$ 0.02%

ADDITIVE BID ITEMS
69 Double Adjust Manhole (EMWD) EA 10 $1,550.00 $15,500.00 0.46% $2,220.00 $22,200.00 0.60% 1,895.90$ 18,959.00$ 0.48% 4,000.00$ 40,000.00$ 0.80% 70 Single Adjust Manhole (EMWD) EA 9 $950.00 $8,550.00 0.25% $1,200.00 $10,800.00 0.29% 1,164.58$ 10,481.22$ 0.27% 3,500.00$ 31,500.00$ 0.63% 71 Double Adjust Manhole (GTE) EA 2 $1,550.00 $3,100.00 0.09% $2,220.00 $4,440.00 0.12% 7,137.91$ 14,275.82$ 0.36% 4,000.00$ 8,000.00$ 0.16% 72 Single Adjust Manhole (GTE) EA 4 $950.00 $3,800.00 0.11% $1,200.00 $4,800.00 0.13% 4,000.00$ 16,000.00$ 0.41% 3,500.00$ 14,000.00$ 0.28% 73 Double Adjust Manhole (SCE) EA 3 $4,000.00 $12,000.00 0.35% $2,220.00 $6,660.00 0.18% 4,000.00$ 12,000.00$ 0.30% 4,000.00$ 12,000.00$ 0.24% $3,389,678.35 100.00% $3,719,532.90 100.00% 3,937,185.91 $ 100.00% 4,990,923.77 $ 100.00%TOTAL BID PRICE

LOS ALAMOS ROAD, ANTELOPE ROAD, ELM STREET PAVEMENT REHABILITAION PROJECT CITY PROJECT NO. 23-478 (CIP 13047)
BIDS OPENED: 7/15/25 @ 2:00 P.M.

R.J. Noble Company All American Asphalt Vance Corporation Nationwide Contracting Services, Inc 663

REIMBURSEMENT AGREEMENT

BETWEEN

CITY OF MURRIETA, CALIFORNIA
AND

EASTERN MUNICIPAL WATER DISTRICT
FOR

EMWD FACILITY ADJUSTMENTS FOR
Los Alamos Rd, Antelope Rd, and Elm St Pavement Rehabilitation Project CIP 13047 THIS AGREEMENT is made and entered into as of July 17th 2025 , between the CITY OF MURRIETA, California, a municipal corporation, hereinafter referred to as "CITY," and EASTERN MUNICIPAL WATER DISTRICT, a municipal water district organized and operating pursuant to the Municipal Water District Law of 1911 as set forth in the California Water Code, hereinafter referred to as "EMWD." In consideration of the mutual promises and covenants contained herein, the parties hereto mutually agree as follows:

Section 1. Purpose. The purpose of this Agreement is to establish reimbursement to CITY by EMWD for the cost of adjusting EMWD facilities (manholes) as shown on the attached bid sheet which are made part of this Agreement as Attachment "A", in conjunction with the improvement plans entitled LOS ALAMOS ROAD, ANTELOPE ROAD, ELM STREET PAVEMENT REHABILITATION PROJECT, CIP 13047, hereinafter referred to as "PROJECT". Existing manholes owned by EMWD must be single adjusted or double adjusted to grade as part of the PROJECT. The quantity of the bid item for "Single Adjust Manhole (EMWD)" and "Double Adjust Manhole (EMWD)" is an estimated quantity. Should additional adjustment be deemed necessary by the CITY and EMWD during the course of construction, then EMWD shall be responsible for reimbursing the CITY for the additional adjustments not described on the bid sheet. The facilities to be adjusted are within the CITY's right-of-way. Pursuant to this Agreement, EMWD agrees to pay for the adjustments of the manhole facilities that are located in the CITY's right-of-way and are related to the PROJECT.

Section II. Bid Items. EMWD shall reimburse the CITY one hundred percent (100%) of the costs (hereinafter referred to as "REIMBURSEMENTS"), for the adjustments of certain EMWD facilities within the PROJECT area, as detailed in the table below. The costs for the REIMBURSEMENTS to CITY by EMWD shall include those facility items as shown on the attached Bid Sheet in Attachment "A", which is made a part of this Agreement. The estimated costs for the bid items on the Bid Sheet ("Bid Items") are provided below based on the engineer's estimate for the PROJECT. EMWD shall reimburse the City using the actual bid prices provided by the Bid Sheet plus the cost of any EMWD-approved change order(s). The estimated costs for the bid item on the Bid Sheet are provided below based on the engineer's estimate for the PROJECT.

TOTAL ESTIMATED PROJECT BID ITEMS FROM ATTACHMENT "A"
Estimated Estimated Estimated
Item: Item Quantity Unit Cost Ext Amount
69 Double Adjust Manhole (EMWD) 10 EA $2,500.00 $25,000.00 70 Single Adjust Manhole (EMWD) 9 EA $1,750.00 $15,750.00 Contingency (15%) 1 LS $6,112.50 $6,112.50
Total Estimated EMWD Reimbursements to City: $46,862.50 01375.0024/1012S69.1 Pagel of 6
Reimbursement Agreement Between City of Murrieta and EASTERN MUNICIPAL WATER DISTRICT for EMWO Facility Adjustments for Los Alamos Rd, Antelope Rd, and Elm St Pavement Rehabilitation 664
665
666
667
Parties hereto.

This Agreement is effective as of the date set forth above.

WATER DISTRICT
By: _...;;;;.,,.,._..;...._!'-��!�_·°'-�------
APPROVED AS TO FORM:

Steve O'Neill, EMWD Attorney
CITY:

CITY OF MURRIETA
By: ________
Cindy Warren, Mayor
___ _
ATTEST:

Cristal McDonald, City Clerk
APPROVED AS TO FORM:

Tiffany Israel, City Attorney

Reimbursement Agreement Between City of Murrieta and EASTERN MUNICIPAL WATER DISTRICT for 01375_0024I1012�.VJD Facility Adjustments for Los Alamos Rd, Antelope Rd, and Elm St Pavement Rehabilitation for
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Reimbursement Agreement Between City of Murrieta and Frontier Communications for FRONTIER Facility Adjustments for Los Alamos Rd, Antelope Rd, and Elm St Pavement Rehabilitation 01375.0024/1012569.1

REIMBURSEMENT AGREEMENT

BETWEEN

CITY OF MURRIETA, CALIFORNIA
AND

FRONTIER COMMUNICATIONS
FOR

FRONTIER COMMUNICATIONS FACILITY ADJUSTMENTS FOR

LOS ALAMOS ROAD, ANTELOPE ROAD, AND ELM STREET PAVE MENT REHABILITATION PROJECT CIP 13047

THIS AGREEMENT is made and entered into as of , between the CITY OF MURRIETA, California, a municipal corporation, hereinafter referred to as “CITY," and FRONTIER COMMUNICATIONS, a (Utility Company), hereinafter referred to as “FRONTIER.” In consideration of the mutual promises and covenants contained here in, the parties hereto mutually agree as follows:

Section 1. Purpose. The purpose of this Agreement is to establish reimbursement to CITY by FRONTIER for the cost of adjusting FRONTIER facilities (manholes) as shown on the attached bid sheet which are made part of this Agreement as Attachment “A", in conjunction with the improvement plans entitled LOS ALAMOS ROAD, ANTELOPE ROAD, ELM STREET PAVEMENT REHABILITATION PROJECT, CIP 13047, hereinafter refe rred to as “PROJECT". Existing manholes owned by FRONTIER must be single adjusted or double adjusted to grade as part of the PROJECT. The quantity of the bid item for “Single Adjust Manhole (FRONTIER)” and “Double Adjust Manhole (FRONTIER)” is an estimated quantity. Should additional adjustments be deemed necessary by the CITY and FRONTIER during the cours e of construction, then FRONTIER shall be responsible for reimbursing the CITY for the add itional adjustments not described on the bid sheet. The facilities to be adjusted are within the CITY’s right-of-way. Pursuant to this Agreement, FRONTIER agrees to pay for the adjustments of the m anhole facilities that are located in the CITY’s right-of-way and are related to the PROJECT.

Section II. Bid Items. FRONTIER shall reimburse the CITY one hundred percent (100%) of the costs (hereinafter referred to as “REIMBURSE MENTS"), for the adjustments of certain FRONTIER facilities within the PROJECT area, as det ailed in the table below. The costs for the REIMBURSEMENTS to CITY by FRONTIER shall include th ose facility items as shown on the attached Bid Sheet in Attachment “A”, which is made a part of this Agreement. The estimated costs for the bid items on the Bid Sheet (“Bid Items”) ar e provided below based on the engineer’s estimate for the PROJECT. FRONTIER shall reimburse the City using the actual bid prices provided by the Bid Sheet plus the cost of any FRON TIER-approved change order(s). The estimated costs for the bid item on the Bid Sheet a re provided below based on the engineer’s estimate for the PROJECT.

TOTAL ESTIMATED PROJECT BID ITEMS FROM ATTACHMENT “A”

Item: Item
Estimated
Quantity
Estimated
Unit Cost
Estimated
Ext Amount

69 Double Adjust Manhole ( GTE )

2 EA $1,550.00 $3,100 .00

70 Single Adjust Manhole ( GTE )

4 EA $950.00 $3,800 .00

Contingency (1 additional adjust ment EA )

1 LS $2,500 .00 $2,500 .00

Total Estimated FRONTIER Reimbursements to
City:
$9,400 .00
685

Reimbursement Agreement Between City of Murrieta and Frontier Communications for FRONTIER Facility Adjustments for Los Alamos Rd, Antelope Rd, and Elm St Pavement Rehabilitation 01375.0024/1012569.1

Section III. Construction and Costs.

a. Bidding. Costs for the construction are based upon the construction bids that will be received for the PROJECT for the Bid Items referenced in Section II as shown on the Bid Sheet for the PROJECT. CITY will evaluate and analyze all bids received and select the lowest responsible bidder for the PROJECT (hereinafter ref erred to as “CONTRACTOR”). Per FRONTIER requirements, the CITY agrees that the bid package will require the CONTRACTOR who will perform work on the sewer items shall have either an “A" or “C10” Contractor’s License.

b. FRONTIER Right to Perform. To provide FRONTIER the option to perform the work identified at Section II as work that is FRONTIER’s responsibility, the CITY’s construction bid package shall identify FRONTIER’s Bid Items as Additive Bid Items. Upon receipt of the bids and determination of the lowest responsive and responsi ble bidder for the PROJECT, the CITY shall notify FRONTIER of its identified portion of the co nstruction costs for the Bid Items. At that time, FRONTIER may elect to perform/construct the Bid Ite ms itself to the same specifications as described in the bid specifications. If FRONTIER elects to perform the Bid Items, FRONTIER shall bear all costs associated with that work and the CITY shall not include said Bid Items in the contract with the CONTRACTOR. FRONTIER shall be given a “construction window" inside the PROJECT traffic control to complete the manhole adjustments . Moreover, FRONTIER shall bear all costs associated with the manhole adjustments, included b ut not limited to, delay to the CITY'S CONTRACTOR or utility coordination efforts needed as a result of having multiple contractors on site. FRONTIER shall provide written notice to the City Engineer of its determination to perform the Bid Items within fourteen (14) calendar days from the date of receipt of the ClTY’s identification of its lowest responsive and responsible bidder or FRONTIER waives any right to construct the Bid Items.

c. Payment. FRONTIER shall maintain a contingency amount equal to fifteen percent (15%) of the total estimated costs of the adjustmen t of the sewer facilities to account for unforeseen changes to the PROJECT. The CITY shall o btain written approval from FRONTIER prior to the approval of any change orders associat ed with the adjustments of the facilities FRONTIER is financially responsible for and authori ze the CONTRACTOR to proceed unless failure to act immediately may affect public safety . The cost of any delay in the work due to the delayed action of FRONTIER in connection with PROJE CT construction shall be borne by FRONTIER. FRONTIER shall respond to any PROJECT cha nge orders within fourteen (14) calendar days.

CITY shall make payment to CONTRACTOR for all work performed. Actual costs shall be identified and billed to FRONTIER for payment on the following basis:

The CITY shall invoice FRONTIER using progress payments or upon completion of the PROJECT, at the discretion of the CITY, for all Bid Items that are the financial responsibility of FRONTIER. FRONTIER shall remit payment to the city within thirty (30) days of receipt of the approved invoice.

Section IV. Plans, Permits and Contacts.

a. Plans and Specifications. FRONTIER acknowledges t hat it has reviewed and approved all plans and specifications for the adjus tments of the sewer facilities as shown on the attached plans and the estimated bid amounts are reasonable.

b. CEQA. The CITY shall be responsible for obtaining a ny and all environmental permits and approvals as may be necessary for the P ROJECT including, but not limited to, 686

Reimbursement Agreement Between City of Murrieta and Frontier Communications for FRONTIER Facility Adjustments for Los Alamos Rd, Antelope Rd, and Elm St Pavement Rehabilitation 01375.0024/1012569.1
compliance with requirements imposed under the Cali fornia Environmental Quality Act (“CEQA”) as may be applicable.

c. Agreement Management. Management and administration of the terms expressed herein shall be performed by CITY for the PROJECT. CITY designates Mr. Jeff Hitch, City Engineer , as the contact for CITY in regard to this Agreeme nt. FRONTIER designates (Danielle Samaniego, Frontier Engineer), as the contact for FRONTIER to facilitate the REIMBURSEMENTS identified herein.

Section V. Inspection. FRONTIER shall be responsible to inspect the const ruction of all FRONTIER facilities, as shown on Attachment “A” and described in Section II of this Agreement, and the performance of the involved work by CITY’s CONTRACTOR for compliance with the approved construction plans and specifications and/or for FRONTIER’s own work if such work has been undertaken by FRONTIER pursuant to Section III(b). FRONTIER’s inspection personnel shall have the authority to enforce FRONTIER’s construction plans and specifications for the PROJECT, which authority shall include the authority to requ ire that any and all unacceptable materials, workmanship, and/or installation be replaced, repai red, or corrected by ClTY’s CONTRACTOR without cost to FRONTIER.

If FRONTIER undertakes the performance of the PROJECT’s Bid items shown in Section II under Total Estimated Project Bid Items From Att achment “A,” and if, through the failure of FRONTIER to provide access and control of the const ruction site within the time allotted by the Project Specifications, the CITY’s CONTRACTOR susta ins loss which could not have been avoided by the judicious handling of forces and/or equipment, FRONTIER shall be liable for that part of the CITY’s CONTRACTOR's actual loss, that was unavoidable in accordance with State of California, Department of Transportation Standard Specifications section 8-1.09, RIGHT-OF-WAY DELAYS.

Section VI. Insurance and Indemnity. For the period during which CITY or its CONTRACTOR(s) controls the job site, CITY will prov ide, or cause to be provided, for the entire period of construction, a policy of workers’ compen sation insurance and comprehensive general liability insurance with coverage broad enough to i nclude the contractual obligation it may have under the construction contract and having a combined single limit of liability in the amount of $2,000,000 covering FRONTIER’s officers, employees, and agents as additional insureds.

If FRONTIER undertakes to perform the PROJECT’s Bid Items shown in Section II under Total Estimated Project Bid Items from Attachment “A" pursuant to Section III(b), FRONTIER, prior to commencement of the work and for the period during which FRONTIER operates at the job site, will provide, or cause to be provided, for the enti re period of construction, a policy of workers’ compensation insurance and comprehensive general li ability insurance with coverage broad enough to include the contractual obligation it may have under the construction contract and having a combined single limit of liability in the amount of $1,000,000 per occurrence with a $5,000,000 aggregate covering the CITY’s officials, officers, employees, and agents as additional insureds.

FRONTIER and the CITY each hereby agree to indemnify, defend, and hold harmless the other party and their respective directors, officia ls, officers, employees and agents from and against any claims, actions, damages and liabilities arising out of or in any manner connected with any act or omission of such indemnifying party, per formed in connection with such party’s duties and obligations hereunder. This Clause shall survive the termination of this agreement.

687

Reimbursement Agreement Between City of Murrieta and Frontier Communications for FRONTIER Facility Adjustments for Los Alamos Rd, Antelope Rd, and Elm St Pavement Rehabilitation 01375.0024/1012569.1
Section VII. Notices. All notices under this Agreement shall be sent as follows:

FRONTIER: Frontier Communications
1307 E Citrus Ave,
Redlands CA 92374
Attn: Danielle
Samaniego

CITY: City of Murrieta
1 Town Square

Murrieta, CA 92562
Attn: Jeff Hitch, City Engineer

Either party may change its address for notices by notifying the other party. All notices given at the most recent address specified shall be deemed to have been properly given.

Section VIII. Amendment. This Agreement may only be amended in writing upon the mutual written consent of both parties.

Section IX. Laws, Venue and Attorney’s Fees. This Agreement shall be interpreted in accordance with the laws of the State of California. If any action is brought to interpret or enforce any term of this Agreement, the action shall be bro ught in a state of federal court situated in the County of Riverside, State of California. In the event of any such litigation between the Parties, the prevailing Party shall be entitled to recover all r easonable costs incurred, including reasonable attorney’s fees, as determined by the court.

Section X. Interpretation and Headings. This Agreement shall not to be construed against the Party preparing it but shall be constru ed as if both Parties prepared it. Headings to paragraph/subparagraphs of this Agreement are for convenience purposes only and are not part of this Agreement.

Section XI. Provisions Binding. This Agreement and the Exhibits attached hereto are binding on the heirs, representatives, successors, and assigns of the Parties of this Agreement.

Section XIII. Authority to Sign Agreement. The undersigned individuals hereby warrant and represent that they each have full legal authority to sign this Agreement and bind the 688

Reimbursement Agreement Between City of Murrieta and Frontier Communications for FRONTIER Facility Adjustments for Los Alamos Rd, Antelope Rd, and Elm St Pavement Rehabilitation 01375.0024/1012569.1 Parties hereto.

This Agreement is effective as of the date set forth above.

F
RONTIER:

FRONTIER COMMUNICATIONS

By: _________________________________
(Jeff Melton, Engineer)

APPROVED AS TO FORM:

________________________________
(Danielle Samaniego, Engineer)

CITY:

CITY OF MURRIETA

By: _________________________________
Cindy Warren, Mayor

ATTEST:

Cristal McDonald, City Clerk

AP
PROVED AS TO FORM:

Tiffany Israel, City Attorney

689

Reimbursement Agreement Between City of Murrieta and Frontier Communications for FRONTIER Facility Adjustments for Los Alamos Rd, Antelope Rd, and Elm St Pavement Rehabilitation 01375.0024/1012569.1 Attachment “A”

City of Murrieta Bid Sheet and Street Rehabilitation Plans for Los Alamos Road, Antelope Road, and Elm Street; CIP 13047

690

CITY OF MURRIETA, DEPARTMENT OF PUBLIC WORKS/ENGINEERING

PROPOSAL P-2 6/24/2025
S:\Engr\CIP\23-478 Los Alamos, Antelope, Cherry, Elm Pavement Rehabilitation (CIP 13047)\00-Design Documents\Specifications\Specifications - CIP 13047 Pavement Rehabilitation Los Alamos Antelope Elm - FINAL 1.docx

BID SHEET

***This Bid Sheet defines how the project will be bid and what will constitute the Lowest Bidder.

The actual unit prices and total item prices shall be submitted online on the PlanetBids Vendor Portal as defined in the Instructions to Bidders. Should there be a discrepancy between this Bid Sheet and the electronic proposal, the electronic proposal shall govern.***

LOS ALAMOS ROAD, ANTELOPE ROAD, AND ELM STREET
PAVEMENT REHABILITATION:

CIP NO. 13047, CITY PROJECT NO. 23-478

ITEM
NO. DESCRIPTION

ESTIMATED

QUANTITY UNIT
UNIT
PRICE

TOTAL ITEM
PRICE
1 Mobilization 1 LS
UNIT PRICES and

TOTAL ITEM
PRICES shall be
submitted
online at
PlanetBids.com
2 Traffic Control System 1 LS
3 Water Pollution Control 1 LS
4 Construction Surveying and Staking 1 LS
5 Changeable Message Signs 5 EA
6 Encroachment Permits 1 LS
7 Project Information Sign 3 EA
8 Furnish/Install Survey Monument per COM std. no. 617B AND 617C
2 EA
9 Adjust Existing Survey Monument to Grade 1 EA
10 Double Adjust Storm Drain Manhole 5 EA
11 Concrete Removal (Curb Ramp, Cross Gutter, Spandrel , Curb/Gutter, Sidewalk)
5,997
SF
12 Construct Concrete Cross Gutters, Spandrel, Curb, a nd Gutter per City Std. 311, 312 & 318
2,385
SF
13 Construct Concrete Access Ramps, City Std. 321 3,077 SF 14 Construct Concrete Sidewalks, City Std. 320 436 SF 15 Remove and Dispose of Asphalt Concrete Pavement
(average depth 5.3" Digouts on Antelope Rd.)
9,220
SF
16 Remove and Dispose of Asphalt Concrete Pavement
(average depth 5.75" Digouts on Los Alamos Rd.)
38,924
SF
17 Remove and Dispose of Aggregate Base and Subgrade Prep (7" depth Base Digout on Elm St.)
4,110
SF
18 Cold Milling Asphalt Concrete Pavement Full Width a t

2.375" Depth (Antelope Rd)
24,139
SY
19 Cold Milling Asphalt Concrete Pavement Full Width a t 4" Depth For Use in CCPR (Elm St)
13,295
SY
20 Cold Milling Asphalt Concrete Pavement Full Width a t

2.25" Depth (Los Alamos Rd)
17,425
SY
21 Cold Milling Asphalt Concrete Pavement 6' Header Grind at 2" Depth (Los Alamos Rd)
6,239
SY
22 Remove Existing AC Dike (Ranges from 2" to 6") 3,462 LF 23 Aggregate Base for Base Digout on Elm St. 94 CY
24 Install Geotextile Reinforcement (Tensar Triax Geog rid Type 2 or Approved Equal)
870
SY
691

CITY OF MURRIETA, DEPARTMENT OF PUBLIC WORKS/ENGINEERING

PROPOSAL P-3 6/24/2025
S:\Engr\CIP\23-478 Los Alamos, Antelope, Cherry, Elm Pavement Rehabilitation (CIP 13047)\00-Design Documents\Specifications\Specifications - CIP 13047 Pavement Rehabilitation Los Alamos Antelope Elm - FINAL 1.docx

ITEM
NO. DESCRIPTION

ESTIMATED

QUANTITY UNIT
UNIT
PRICE

TOTAL ITEM
PRICE
25 ARHM Overlay 2" (Los Alamos Rd, Antelope Rd, Elm St) 8,559 TON 26 ARHM Overlay 2.25" (Los Alamos Rd) 1,456 TON
27 Install 3/8" ARAM (Antelope Rd) 24,139 SY
28 CCPR AC Pavement 4" (Elm St) 2,619 TON
29 CCPR Mix Design, Sampling, and Testing 1 LS
30 Emulsified Recycling Agent (For use in CCPR) 91 TON 31 Cement (For Use in CCPR) 26 TON
32 Asphalt Concrete Pavement for Removal and Replacement of AC (Digouts)
1,636
TON
33 Construct 6" AC Dike per City STD. 315 3,462 LF
34 Furnish/Install Detector Loop 153 EA
35 Furnish and install #5 pullbox, connect DLC for traffic loops 11 EA 36 Furnish and install 2" conduit under sidewalk panel s or as shown . Connection Type as Shown
168
LF
37 Furnish and install 2" conduit under sidewalk panels (jack & bore). Connection Type as Shown
80 LF
38 Furnish and install DLC. Connect loops to existing traffic cabinet
3,337
LF
39 Wet Sandblast/Remove Existing Pavement Markings on
bridge deck
1,505
LF
40 Pavement Striping Detail 12 11,554 LF
41 Pavement Striping Detail 22 4,266 LF
42 Pavement Striping Detail 25 2,218 LF
43 Pavement Striping Detail 27B 5,446 LF
44 Pavement Striping Detail 29 9,324 LF
45 Pavement Striping Detail 32 862 LF
46 Pavement Striping Detail 37B 688 LF
47 Pavement Striping Detail 38 5,506 LF
48 Pavement Striping Detail 39 8,680 LF
49 Pavement Striping Detail 39A 2,420 LF
50 Thermoplastic Striping Detail 40 512 LF
51 Pavement Striping 6" Solid White Lane Line 1,950 LF 52 Pavement Striping 12" Solid White Diagonals 418 LF 53 Paint Pavement Striping 6" Solid White Line (Diagonals for bike lane buffer)
543
LF
54 Painted Bike Lane Symbol with Person Pavement Marki ng and Bike Lane Arrow
456
SF
55 Thermoplastic Pavement Marking "SIGNAL" and
"AHEAD"
400
SF
56 Thermoplastic Pavement Marking "KEEP" and "CLEAR" 400 SF 57 Thermoplastic Pavement Marking "STOP" 50 SF
58 Thermoplastic Pavement Marking (Type IV Arrow) 1,742 SF 59 Thermoplastic Pavement Marking (Type VII Arrow) 30 SF 60 Thermoplastic Pavement Marking (Type VI Arrow) 72 SF 692

CITY OF MURRIETA, DEPARTMENT OF PUBLIC WORKS/ENGINEERING

PROPOSAL P-4 6/24/2025
S:\Engr\CIP\23-478 Los Alamos, Antelope, Cherry, Elm Pavement Rehabilitation (CIP 13047)\00-Design Documents\Specifications\Specifications - CIP 13047 Pavement Rehabilitation Los Alamos Antelope Elm - FINAL 1.docx

ITEM
NO. DESCRIPTION

ESTIMATED

QUANTITY UNIT
UNIT
PRICE

TOTAL ITEM
PRICE
61 Thermoplastic Pavement Marking (Type I Arrow) 48 SF 62 Thermoplastic Pavement Marking (12" White) 2,493 SF 63 Thermoplastic Pavement Marking (12" Yellow) 184 SF 64 Install Sign Type R3 -7® 1 EA
65 Install Sign Type R7 -9(MOD) 4 EA
66 Install Type Q (CA) Object Markers with White
Retroreflective Sheeting
56 EA
67 8" Yellow Raised Pavement Markers @2.5' spacing 180 LF 68 Paint Median Nose Yellow 120 SF
TOTAL BASE BID: $_______________________________ ___ TOTAL AMOUNT OF BASE BID (WORDS): ________________________________________ _______________

ADDITIVE BID ITEMS :
69 Double Adjust Manhole (EMWD) 10 EA

70 Single Adjust Manhole (EMWD) 9 EA
71 Double Adjust Manhole (GTE) 2 EA
72 Single Adjust Manhole (GTE) 4 EA
73 Double Adjust Manhole (SCE) 3 EA
TOTAL ADDITIVE BID : $__________________________________ TOTAL AMOUNT OF ADDITIVE BID (WORDS): ______________________________________ __ _______________

SUM OF THE TOTAL BASE BID ITEMS AND ADDITIVE BID ITEMS:
$___________________________________ _______________________________________________ SUM OF THE TOTAL BASE BID ITEMS AND ADDITIVE BID ITEMS (WORDS):

Basis of the bid shall be based upon the sum of the Total Base Bid Items and all Additive Bid Items.

The City reserves the right to reject any or all bids.

The City reserves the right to choose or reject any of the Additive Bid Items.

The unit price or lump sum prices to be paid for the items listed in the Proposal Bid Sheet shall include full compensation for furnishing all labor, materials, tools, and equ ipment, and doing all work involved in furnishing a nd installing the materials complete and in place, in accordance with the details as shown on the plans and as specified herein. Any items shown on the plans, but not included in the bid items, shall be considered as appurtenant items. All costs shall be included within the appropriate item of the Contractor’s bid. 693

DATE ST

WASHINGTON AVE
FWY
I-15ADAMS AVE

ELM ST AVE

JEFFERSON
CHERRY

ST PKWYVALLEY
FRENCH

TEMECULA

CITY OF
APPROVED:

DATE:
01-JUL-2025 15:11
\\cp.rickeng.com\projects\C19500\19981_MurrietaPavementRehab\Traffic\PlanSets\PDF\2025_0701\SD CorpStds 2005.dscript \\cp.rickeng.com\projects\C19500\19981_MurrietaPavementRehab\Traffic\PlanSets\19981_01_TitleSht.dgn R.C.E. No. 63056 EXP. DATE: 6-30-26
PROJECT No. DRAWING No.DWN BY:

CHKD BY:

FIELD BK:

CITY OF MURRIETA
SHEET

ENGINEERING DEPARTMENT
SHEETS
C
A
LL
GI
D

UOYERFEB
Underground Service Alert
Call: TOLL FREE

TWO WORKING DAYS BEFORE YOU DIG
O
1-800-422-4133

ENGINEER OF WORK

DATE INITIAL

REVISION DESCRIPTION
SHT.

NO.

DATE

CITY APPROVAL

INITIAL
15 REVISION DATE:

The receipt of As-Built Plans and City's acceptance thereof does not "AS BUILT"
absolve the Subdivider/Developer of any responsibility for their accuracy.

Engineer of work: Date:

EXP.RCE

APPROVED FOR SIGNATUREBENCH MARK
DESCRIPTION:

LOCATION:

RECORDED:

ELEVATION: DATUM:

PAVEMENT REHABILITATION PROJECT
01-JUL-2025
AE/BRS
RR/AE
EXP. DATE: 6/30/25
R.C.E. 58994

CITY ENGINEER
JEFFREY J. HITCH,PE DATE
ROBERT K. MOEHLING, DIRECTOR OF PUBLIC WORKS
23-478
A
C
A
LOS
H
U
N
T
E
R
N
I
A
R
CIAS
DR
RIETA
MUR
HOT
T
A
A
L

MADISON AVE

IVY ST
AVE
COC
N
H
A
I
D
A
K
AVEN
COLN
NLI
CALIFO

SPRINGS

HUNTER RD
RD

LAS BRISAS RD (N)

HANCOCK AVE
AVE
215 RD

MURRIETA
W
H
I
T
EWOOD

LINCOLN

WHITEWOOD RD
I
T
A
R
D
ALAMOS
ST

JUNIPER

KELLER RD
M
E
N
I
F
E
E

R
D
M
A
P
L
E
TO
N
AVE

SCOTT RD

MENIFEE

CITY OF
RD

ANTELOPE

DESCRIPTIONSHEET NO

INDEX TO SHEETS
TITLE SHEET1
"DECLARATION OF RESPONSIBLE CHARGE"

I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT,

THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE. AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.

I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATION

BY THE CITY OF MURRIETA IS CONFINED TO A REVIEW ONLY AND DOES NOT

RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN.

PHONE NO.: (951) 461-6076
DATE
SIGNING AND STRIPING GENERAL NOTES:

CIP NO. 13047, CITY PROJECT NO. 23-478

N O T I C E T O C O N T R A C T O R S
All contractors and subcontractors performing work shown or related to these plans shall conduct their operations so that employees are provided a safe place to work and the public is protected. All contractors and subcontractors shall comply with the "Occupational Safety and Health Regulations" of the U.S. Department of Labor, and with the State of California Department of Industrial Relations' "Construction Safety Orders." The civil engineer shall not be responsible in any way for the contractor's or subcontractor's compliance with said regulations and orders. Contractor further agrees that he shall assume sole complete responsibility for the job site condition during the course of construction of this project, including safety of all persons and property. This requirement shall apply continuously and not be limited to normal working hours.

L O C A T I O N O F U T I L I T I E S
structures shown on these plans are obtained by a search of available records.

The existence and approximate location of any underground utilities or To the best of our knowledge, there are no existing utilities or structures except as shown on these plans. The engineer assumes no liability as to the exact location of said lines nor for utilities or irrigation lines whose locations are not shown. The contractor shall be responsible for notifying all utility and irrigation companies prior to work excavation.

SIGNING AND STRIPING GENERAL NOTES CONTINUED:
1 TITLE SHEET
TWO (2) WEEKS IN ADVANCE.

SERVICING WATER DISTRICT, AND ALL OTHERS AFFECTED BY THE SHUT DOWN A MINIMUM OF

CONTRACTOR SHALL NOTIFY THE DIRECTOR, ENGINEER, CUSTOMER, FIRE DEPARTMENT, ANY SERVICE SHUT DOWN SHALL BE DONE AT NIGHT. PRIOR TO ANY SHUT DOWN, THE 21.

MAINTAINED ROADS AND FOR UTILITY WORK WITHIN OFFERS OF DEDICATION FOR PUBLIC USE.

ENGINEERING DEPARTMENT, FOR AN ENCROACHMENT PERMIT FOR ALL WORK ON EXISTING CITY IT SHALL BE THE RESPONSIBILTY OF THE CONTRACTOR TO APPLY TO THE CITY OF MURRIETA 20.

RECORD.

UTILITY LINES, INCLUDING ANY OTHER LINES NOT SHOWN ON THESE PLANS OR NOT OF

THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ALL OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS.

THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON 19.

AT NO COST TO THE CITY.

REPLACED IN KIND TO THE CURRENT CITY STANDARD PLANS AND CURRENT CALIFORNIA MUTCD, ALL EXISTING STREET SIGNS, ROADSIDE MARKERS, ETC. SHALL BE PROTECTED AND/OR 18. 8805 (LAND SURVEYOR'S ACT).

REFERENCED AND RESET, PURSUANT TO BUSINESS AND PROFESSIONS CODE, SECTIONS 8700 TO WHERE SURVEY MONUMENTS EXIST, SUCH MONUMENTS SHALL BE PROTECTED OR SHALL BE 17.

INJURY TO THE PUBLIC.

BARRICADES, LIGHTS, SIGNS, AND OTHER DEVICES NECESSARY TO PREVENT ACCIDENTS AND CONDITIONS. THE CONTRACTOR SHALL ALSO FURNISH, ERECT AND MAINTAIN SUCH FENCES,

AS ARE NECESSARY TO GIVE ADEQUATE WARNING TO THE PUBLIC OF ANY DANGEROUS

THE PUBLIC, CONTRACTOR SHALL FURNISH AT THEIR OWN EXPENSE, SUCH FLAGMEN AND GUARDS WHENEVER THE CONTRACTOR'S OPERATION CREATES A HAZARDOUS CONDITION TO TRAFFIC OR TO 16.

MAINTENANCE OF EXISTING SYSTEMS DURING WORK PROGRESS.

BENEFIT OF THE TRAVELING PUBLIC, AND TO MINIMIZE ANY INTERFERENCE WITH ROUTINE EXISTING TRAFFIC SIGNALS AND LIGHTING SYSTEMS SHALL BE KEPT IN OPERATION FOR THE 15.

INCONVENIENCE AND DELAY AS POSSIBLE. RESTRICTED HOURS MAY BE REQUIRED.

ROADS, TRAFFIC SHALL BE PERMITTED TO PASS THROUGH THE WORK AREA WITH AS LITTLE NO GREATER LENGTH OR AMOUNT OF WORK THAN CAN BE EXECUTED PROPERLY. ON EXISTING

OBSTRUCTION AND INCONVENIENCE TO PUBLIC TRAFFIC, AND SHALL HAVE UNDER CONSTRUCTION THE CONTRACTOR WILL CONDUCT HIS OPERATIONS AS TO OFFER THE LEAST POSSIBLE 14.

LOCATION WILL BE APPROVED BY CITY INSPECTOR.

EQUIPMENT AND MATERIALS SHALL BE STORED IN A NEAT AND PROTECTED MANNER. STORAGE 13.

AT (800) 227-2600 AT LEAST TWO (2) WORKING DAYS PRIOR TO ANY EXCAVATION.

THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS WITH UNDERGROUND SERVICE ALERT 12.

WORK MAY NOT START UNTIL PERMITS HAVE BEEN OBTAINED.11.

FINAL SEALANT AND STRIPING.

AND/OR WATER SUPPLY LOCATIONS AT THE DIRECTION OF THE CITY INSPECTOR FOLLOWING BLUE RAISED REFLECTIVE PAVEMENT MARKERS SHALL BE PLACED TO MARK FIRE HYDRANT 10.

STREET NAME SIGNS SHALL CONFORM TO CITY STANDARD NO. 601 AND 601A.9.

CLASSIFICATIONS OR HIGHER, OR AS DETERMINED BY THE CITY ENGINEER.

RAISED PAVEMENT MARKERS ARE TO BE INSTALLED ON ROADWAYS WITH ARTERIAL INSTALLATION SHALL BE COMPLETE WITHIN SEVEN WORKING DAYS OF ROADWAY STRIPING.

ACCORDANCE WITH THE STRIPING DETAILS SHOWN ON THE SIGNING AND STRIPING PLAN.

RAISED PAVEMENT MARKERS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR IN 8.

THE CITY INSPECTOR.

ALL REMOVED SIGNS SHALL BE SALVAGED AND DELIVERED TO THE CITY YARD AS DIRECTED BY 7.

TRACK APPROVAL PRIOR TO STRIPING.

APPROVED OTHERWISE. REPAINT 300' IN EACH DIRECTION OF THE INTERSECTION. CAT FIRST COAT. PAVEMENT MARKINGS SHALL BE APPLIED IN THERMOPLASTIC FORMAT UNLESS APPLIED IN TWO COATS. SECOND COAT SHALL NOT BE APPLIED SOONER THAN 7 DAYS FROM PAINTED TRAFFIC STRIPES AND PAINTED PAVEMENT MARKINGS (IF ALLOWED) SHALL BE 6.

ALL REMOVALS OF SIGNS AND MARKING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

SANDBLASTING. CONFLICTING SIGNS AND RAISED PAVEMENT MARKERS SHALL BE REMOVED.

ALL CONFLICTING STRIPES AND PAVEMENT MARKINGS SHALL BE REMOVED BY WET 5.

STANDARD PLANS DETAILS.

STANDARD STENCILS EXACTLY. ALL STRIPING AND MARKING DETAILS SHALL MATCH CALTRANS INTENSITY PRISMATIC REFLECTORIZED. STENCILS FOR PAVEMENT MARKINGS SHALL MATCH ALL STRIPES AND PAVEMENT MARKINGS SHALL BE REFLECTORIZED. ALL SIGNS SHALL BE HIGH 4.

STANDARD PLANS AND SPECIFICATIONS, 2018 EDITION.

TRAFFIC STRIPES, PAVEMENT MARKINGS AND RAISED PAVEMENT MARKERS PER CALTRANS 3.

PHONE: (951) 453-0047, MIKE BURRIS.

CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION.

AND RELOCATION COST OF ALL EXISTING UITILITIES. PERMITTEE MUST INFORM THE CITY OF THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, 2.

CONTRACTOR'S EXPENSE.

REPAIRED OR REPLACED TO THE SATISFACTION OF THE GOVERNING AGENCY AT THE THESE PLANS. ANY RESULTING DAMAGE DURING THE PERFORMANCE OF THE WORK SHALL BE

PROTECTION OF ALL EXISTING IMPROVEMENTS AND UTILITIES, WHETHER OR NOT SHOWN ON THE CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEASURES FOR THE 1.

JEFFREY J. HITCH
R.C.E NO. 58994

CITY OF MURRIETA
MURRIETA, CA 92562
1 TOWN SQUARE
ADJUSTED TO GRADE.

AND INSTALL NEW VALVE CAN PROVIDED BY UTILITY. STORM DRAIN MANHOLES SHALL BE

BE IN POOR CONDITION, CONTRACTOR TO COORDINATE WITH RESPECTIVE UTILITY COMPANY SHALL BE ADJUSTED TO GRADE AFTER WORK IS COMPLETED. SHOULD A WATER OR GAS CAN ALL CANS AND COVERS PRIOR TO ANY REHABILITATION WORK. WATER AND GAS VALVE CANS MAPS. NOT ALL CANS AND COVERS MAY BE SHOWN. CONTRACTOR SHALL LOCATE AND TIE OUT

WATER AND GAS VALVE CANS AND MANHOLE COVERS SHOWN ARE PER UTILITY FACILITY NOTE:

DETAIL SHEET
4 - 6
ALL MEDIAN NOSES SHALL BE PAINTED YELLOW.24.

HIS REPRESENTATIVE PRIOR TO START OF WORK.

SHALL SUBMIT A TRAFFIC CONTROL PLAN FOR REVIEW AND APPROVAL BY CITY ENGINEER OR LATEST EDITION OF THE WATCHBOOK MANUAL. IF REQUIRED BY THE ENGINEER, CONTRACTOR PLANS T10 THROUGH T17, LATEST EDITION, AND THE 2014 CALIFORNIA MUTCD AND/OR THE CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CALTRANS STANDARD 23.

ALL STATIONING REFERS TO CENTERLINE OF CONSTRUCTION UNLESS OTHERWISE NOTED.22.

LIMITS

PROJECT
LIMITS

PROJECT
LIMITS

PROJECT

PAVING PLANS LOS ALAMOS ROAD
7 - 8 PAVING PLANS ANTELOPE ROAD
9 PAVING PLANS ELM STREET

SIGNING AND STRIPING PLANS LOS ALAMOS ROAD
13 - 14 SIGNING AND STRIPING PLANS ANTELOPE ROAD
15 SIGNING AND STRIPING PLANS ELM STREET
NOTE:

CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING

ENCROACHMENT PERMITS FROM THE FOLLOWING
JURISDICTIONS/AGENCIES:
- CITY OF MURRIETA
- CITY OF MENIFEE (ANTELOPE RD.)
- CALTRANS DOUBLE PERMIT (LOS ALAMOS RD.)
2 - 3
10 - 12

STATE REPRESENTATIVE DATE

FEATURES

GEOMETRIC AND ABOVE GROUND

AS-BUILT PLANS FOR ROADWAY
PM

PERMIT NUMBER

10.6 RTE 215 CO RIV
08-25-N-MC-0505

LOS ALAMOS ROAD, ANTELOPE ROAD, AND ELM STREET
FOR

PAVEMENT REHABILITATION IMPROVEMENT PLANS

CITY OF MURRIETA
07-01-25
07-01-25
07-01-25

SHEET REVISED PER CALTRANS
PERMIT COMMENTS 7/1/25
694
APPROVED:

DATE:
01-JUL-2025 13:28
\\cp.rickeng.com\projects\C19500\19981_MurrietaPavementRehab\Traffic\PlanSets\PDF\2025_0701\SD CorpStds 2005.dscript \\cp.rickeng.com\projects\C19500\19981_MurrietaPavementRehab\Traffic\PlanSets\19981_02_Details.dgn R.C.E. No. 63056 EXP. DATE: 6-30-26
PROJECT No. DRAWING No.DWN BY:

CHKD BY:

FIELD BK:

CITY OF MURRIETA
SHEET

ENGINEERING DEPARTMENT
SHEETS
C
A
LL
GI
D

UOYERFEB
Underground Service Alert
Call: TOLL FREE

TWO WORKING DAYS BEFORE YOU DIG
O
1-800-422-4133

ENGINEER OF WORK

DATE INITIAL

REVISION DESCRIPTION
SHT.

NO.

DATE

CITY APPROVAL

INITIAL
15 REVISION DATE:

The receipt of As-Built Plans and City's acceptance thereof does not "AS BUILT"
absolve the Subdivider/Developer of any responsibility for their accuracy.

Engineer of work: Date:

EXP.RCE

APPROVED FOR SIGNATUREBENCH MARK
DESCRIPTION:

LOCATION:

RECORDED:

ELEVATION: DATUM:

PAVEMENT REHABILITATION PROJECT
01-JUL-2025
AE/BRS
RR/AE
EXP. DATE: 6/30/25
R.C.E. 58994

CITY ENGINEER
JEFFREY J. HITCH,PE DATE
ROBERT K. MOEHLING, DIRECTOR OF PUBLIC WORKS
23-478
2 DETAIL SHEET

GUARDRAIL
EX

DETAIL A

LOS ALAMOS ROAD
MEDIAN
RAISED

NOT TO SCALE

SECTION B-B
VARIES
DEPTH

EX AC
VARIES
DEPTH

EX AC
LANE
WB#2
LANE)
(W/BIKE
LANE
WB#1
LANE
EB#1
LANE)
(W/BIKE
LANE
EB#2
(5.75" AVERAGE)

DEPTH VARIES

NEW HMA

AC DIGOUT

OF CURB

EX TOP

SIDEWALK
EX

OF CURB

EX TOP

SIDEWALK
EX

NOT TO SCALE

SECTION D-D
VARIES
DEPTH

EX AC
(W/SHOULDER)
LANE
EB
LANE
WB
(5.3" AVERAGE)

DEPTH VARIES

NEW HMA

AC DIGOUT
LANE
WB#1
LANE
WB#2
LANE)
(W/BIKE

SIDEWALK
EX

OF CURB

EX TOP

NOT TO SCALE

SECTION E-E
MEDIAN

PAINTED
6'
LANE
TURN

EB LEFT
LANE
EB#1
VARIES
DEPTH

EX AC

DETAIL A

ANTELOPE ROAD
DIKE

OVERLAY

2.25" ARHM

2.25" GRIND

2.25"

ARHM OVERLAY
GRIND 2.25"

OVERLAY

2.25" ARHM

2.25" GRIND

2.25"

ARHM OVERLAY
GRIND 2.25"

OVERLAY
2" ARHM

2.375" GRIND
3/8" ARAM
3/8" ARAM
OVER 0.375" ARAM
2" ARHM OVERLAY

2.375" GRIND
LANE
WB#1
LANE
EB#1

OF CURB

EX TOP

OF CURB

EX TOP
LANE)
(W/BIKE
LANE)
(W/BIKE

SIDEWALK
EX

NOT TO SCALE

SECTION A-A
VARIES
DEPTH

EX AC

OVERLAY

2.0" ARHM
LANE

LEFT TURN
LANE
WB#2
LANE
EB#2
(5.75" AVERAGE)

DEPTH VARIES

NEW HMA

AC DIGOUT

SIDEWALK
EX

2.0"

OVERLAY
ARHM

6' 6'

STATE REPRESENTATIVE DATE

FEATURES

GEOMETRIC AND ABOVE GROUND

AS-BUILT PLANS FOR ROADWAY
RTE 215 CO RIV PM

PERMIT NUMBER

10.6 WALK

OR CROSS-

LIMIT LINE
2'x4' BIKE
TYP.
30'
1' TYP.

TYP.
15'
TYP.
10'
TYP.
10'

DETAIL B

NOT TO SCALE

LOOP DETECTOR PLACEMENT
OVER 3/8" ARAM
ARHM OVERLAY 2"
GRIND 2.375"

TURNOUT)
(W/BUS
LANE
EB#2
NOTE 3L

CONSTRUCTION

GRIND PER
6' HEADER
NOTE 3L

CONSTRUCTION

GRIND PER
6' HEADER

EX BASE

EX BASE EX BASE EX BASE

EX BASE
08-25-N-MC-0505
LANE
WB#1

OF CURB

EX TOP

OF CURB

EX TOP

SIDEWALK
EX

NOT TO SCALE

SECTION C-C
VARIES
DEPTH

EX AC

OVERLAY

2.0" ARHM
LANE

LEFT TURN
LANE
WB#2
LANE
EB#2
(5.75" AVERAGE)

DEPTH VARIES

NEW HMA

AC DIGOUT

SIDEWALK
EX

2.0"

OVERLAY
ARHM
6' 6'
NOTE 3L

CONSTRUCTION

GRIND PER
6' HEADER
NOTE 3L

CONSTRUCTION

GRIND PER
6' HEADER

EX BASE
LANE
EB#3

SHOULDER LANE

LEFT TURN
LANE
EB#1
6' DIA.6' DIA.

DETECTOR SAWCUT

MODIFIED TYPE E LOOP

DETAIL C
07-01-25
07-01-25

SHEET REVISED PER CALTRANS
PERMIT COMMENTS 7/1/25
695
APPROVED:

DATE:
09-JUN-2025 11:21
\\cp.rickeng.com\projects\C19500\19981_MurrietaPavementRehab\Traffic\PlanSets\SD CorpStds 2005.dscript \\cp.rickeng.com\projects\C19500\19981_MurrietaPavementRehab\Traffic\PlanSets\19981_03_Details.dgn R.C.E. No. 63056 EXP. DATE: 6-30-26
PROJECT No. DRAWING No.DWN BY:

CHKD BY:

FIELD BK:

CITY OF MURRIETA
SHEET

ENGINEERING DEPARTMENT
SHEETS
C
A
LL
GI
D

UOYERFEB
Underground Service Alert
Call: TOLL FREE

TWO WORKING DAYS BEFORE YOU DIG
O
1-800-422-4133

ENGINEER OF WORK

DATE INITIAL

REVISION DESCRIPTION
SHT.

NO.

DATE

CITY APPROVAL

INITIAL
15 REVISION DATE:

The receipt of As-Built Plans and City's acceptance thereof does not "AS BUILT"
absolve the Subdivider/Developer of any responsibility for their accuracy.

Engineer of work: Date:

EXP.RCE

APPROVED FOR SIGNATUREBENCH MARK
DESCRIPTION:

LOCATION:

RECORDED:

ELEVATION: DATUM:

PAVEMENT REHABILITATION PROJECT
09-JUN-2025
AE/BRS
RR/AE
EXP. DATE: 6/30/25
R.C.E. 58994

CITY ENGINEER
JEFFREY J. HITCH,PE DATE
ROBERT K. MOEHLING, DIRECTOR OF PUBLIC WORKS
23-478
3 DETAIL SHEET

NOT TO SCALE

SECTION E-E

DETAIL A

ELM STREET
LANE
EB#1

OF CURB

EX TOP

OF CURB

EX TOP

SIDEWALK
EX

NOT TO SCALE

SECTION F-F
LANE
EB#2

SIDEWALK
EX
LANE
EB
LANE
WB

SIDEWALK
EX

OF CURB

EX TOP
6'
DIKE

GEOTEXTILE REINFORCEMENT
LANE
WB
LANE
TURN

EB LEFT
LANE
TURN

EB LEFT
6'
CCPR
4" CCPR
4"
EX 7" BASE
6'
6'
NOTE: AC THICKNESS VARIES BETWEEN 4.25" AND 7.5" PER PAVEMENT EVALUATION REPORT.

BE PLACED UNDERNEATH A MINIMUM OF 6 " OF NEW BASE (BASE PER CITY OF MURRIETA STANDARDS) BRIDGE ANY SATURATED OR YIELDING SUBGRADE MATERIALS IN LIEU OF ADDITIONAL REMEDIAL REMOVAL. GEOGRID REINFORCEMENT SHALL PUBLIC WORKS INSPECTOR FOR DETERMINATION IN USING A GEOGRID REINFORCMENT (TENSAR TRIAX GEOGRID TYPE 2 OR EQUIVALENT) TO

SATURATED OR YIELDING SUBGRADE MATERIALS ARE ENCOUNTERED DURING DIG OUT REMOVALS, THE CONTRACTOR SHALL NOTIFY THE MATERIALS SHOULD BE SCARIFIED TO A DEPTH OF AT LEAST 6", MOISTURE CONDITIONED AS NECESSARY AND COMPACTED TO 95%. IF MOISTURE CONDITION AND RECOMPACT AB TO 95%. SHOULD COMPACTION TESTING INDICATE LESS THAN 95% COMPACTION, BASE GRADE REMOVE AND REPLACE EXISTING AC DOWN TO AGGREGATE BASE, FULL DEPTH AC REMOVAL (APPROXIMATELY 5.75") ON LOS ALAMOS ROAD.1L 2L
SINGLE ADJUST EXISTING SEWER MANHOLE/DRY UTILITY TO GRADE. 13 NEW A.C. TO EXISTING.

COLD PLANE FULL WIDTH 100' AT 2" (0.167') DEPTH (OR AS SHOWN) FROM PROJECT LIMITS TO ALLOW FOR PROPER TRANSITION/TAPER OF 14 SINGLE ADJUST EXISTING SURVEY MONUMENT CENTERLINE MONUMNET FRAME AND COVER TO GRADE PER COM. STD. 617B. 15 16
FIBER AT ALL SIGNALIZED INTERSECTION PRIOR TO CONDUCTING WORK IN OR AROUND SIGNALIZED INTERSECTIONS.

CONTRACTOR SHALL CONTACT AND NOTIFY CITY OF MURRIETA TRAFFIC SIGNAL TECHNICIAN FOR LAYOUT/LOCATION OF UNDERGROUND 12L1A
3A
2A
5 DOUBLE ADJUST EXISTING SEWER MANHOLE/DRY UTILITY TO GRADE.

REPLACE LOOP DETECTORS PER DETAILS B AND C ON SHEET 2.6 2" ARHM OVERLAY OVER 3/8" ARAM MIDLAYER.

THAN 1/4" SHALL BE CLEANED OF VEGETATION ONLY.

BE CLEANED, REPAIRED, AND FILLED. FILL MATERIAL SHALL BE APPROVED BY CITY PER THE SPECIFICATIONS. EXISTING CRACKS SMALLER COLD PLANE FULL WIDTH ROADWAY AT 2.375" DEPTH. SIGNIFICANT LONGITUDINAL AND TRANSVERSE CRACKS OR HOLES 1/4" OR LARGER SHALL MURRIETA STANDARDS). NOTE: AC THICKNESS VARIES BETWEEN 4" AND 7" PER PAVEMENT EVALUATION REPORT.

OF ADDITIONAL REMEDIAL REMOVAL. GEOGRID REINFORCEMENT SHALL BE PLACED UNDERNEATH A MINIMUM OF 6 " OF NEW BASE (BASE PER CITY OF GEOGRID REINFORCMENT (TENSAR TRIAX GEOGRID TYPE 2 OR EQUIVALENT) T0 BRIDGE ANY SATURATED OR YIELDING SUBGRADE MATERIALS IN LIEU

ARE ENCOUNTERED DURING DIG OUT REMOVALS, THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR FOR DETERMINATION IN USING A TO A DEPTH OF AT LEAST 6", MOISTURE CONDITIONED AS NECESSARY AND COMPACTED TO 95%. IF SATURATED OR YIELDING SUBGRADE MATERIALS AND RECOMPACT AB TO 95%. SHOULD COMPACTION TESTING INDICATE LESS THAN 95% COMPACTION, BASE GRADE MATERIALS SHOULD BE SCARIFIED REMOVE AND REPLACE EXISTING AC DOWN TO AGGREGATE BASE, FULL DEPTH AC REMOVAL (AVERAGE 5.3") ON ANTELOPE ROAD. MOISTURE CONDITION 7 9 PROTECT IN PLACE.

PRIOR TO INSTALLATION OF LOOPS, CONTRACTOR TO COORDINATE WITH CITY INSPECTOR FOR LAYOUT/PLACEMENT OF LOOPS.10 LOCATE AND TIE OUT EXISTING NAIL/MARKER. INSTALL NEW STREET CENTERLINE INTERSECTION MONUMENT PER COM. STD. NO 617B AND 617C. 1E
3E
2E
DOUBLE ADJUST EXISTING STORM DRAIN MANHOLE TO GRADE.8
CONDITIONED AS NECESSARY AND COMPACTED TO 95%.

TESTING INDICATE LESS THAN 95% COMPACTION, BASE GRADE MATERIALS SHOULD BE SCARIFIED TO A DEPTH OF AT LEAST 6", MOISTURE GEOGRID. SHOULD COMPACTION
SHALL BE PLACED UNDERNEATH A MINIMUM OF 7" OF NEW BASE. MOISTURE CONDITION AND RECOMPACT AB TO 95% PRIOR TO PLACEMENT OF REMOVE TOP 7" OF AB AND INSTALL GEOGRID REINFORCMENT (TENSAR TRIAX GEOGRID TYPE 2 OR EQUIVALENT). GEOGRID REINFORCEMENT 3L
ADJUST WATER OR GAS VALVE CAN TO GRADE AS NEEDED.4
11 17
WET SANDBLAST/REMOVE EXISTING PAVEMENT MARKINGS/STRIPING ON BRIDGE DECK.18 PANELS IN KIND. CONDUIT TO BE INSTALLED VIA JACK AND BORE DLC, AND FURNISH AND INSTALL NEW DLC, AS SHOWN, FROM ADVANCE LOOPS TO CONTROLLER CABINET. RESTORE ANY CONCRETE/SIDEWALK FURNISH AND INSTALL #5 PULLBOX, CONDUIT AND LOOP STUB-IN, NEW SIDEWALK PANEL, AND LOOP WIRING AS SHOWN. REMOVE EXISTING 11A GRIND OUT EXISTING AC DIKE (EXISTING DIKE RANGES FROM 6" TO 2"). RECONSTRUCT 6" AC DIKE PER CITY OF MURRIETA STD. 315.19 CONSTRUCTION NOTES: CONSTRUCTION NOTES (CONTINUED):

CONSTRUCTION NOTE 3E

EXISTING AB PER

REMOVE AND REGRADE
CONSTRUCTION NOTE 2E.

TREATMENT PER

EXISTING BASE MATERIAL
2" ARHM

EX BASE
2" ARHM
NOTE 1E

PER CONSTRUCTION

BASE MATERIAL DIGOUT
CONSTRUCTION NOTE 3E

EXISTING AB PER

REMOVE AND REGRADE
CONSTRUCTION NOTE 2E.

TREATMENT PER

EXISTING BASE MATERIAL
CONSTRUCTION NOTE 3E

EXISTING AB PER

REMOVE AND REGRADE
NEW CCPR AND ARHM.

INSTALL 2" ARHM OVER 4" CCPR. EXISTING AB SHALL BE MOISTURE CONDITIONED AND RECOMPACTED TO 95% PRIOR TO PLACEMENT OF 2" ARHM OVERLAY FROM EASTERN BRIDGE ABUTMENT AT I-215 INTERCHANGE TO WHITEWOOD ROAD.

2.25" ARHM OVERLAY FROM HANCOCK AVE. TO WESTERN BRIDGE ABUTMENT AT I-215 INTERCHANGE. 2" ARHM OVERLAY FROM LINCOLN AVE. TO HANCOCK AVE.

REMOVE AND REGRADE EXISTING AB 6' FROM LIP OF GUTTER OR AC DIKE AT 2" DEPTH PRIOR TO PLACEMENT OF CCPR.

COLD PLANE EXISTING AC FULL WIDTH AND DEPTH (APPROXIMATELY 4" DEPTH PER PAVEMENT EVALUATION REPORT) DOWN TO AB.

APPROVED BY CITY PER THE SPECIFICATIONS. EXISTING CRACKS SMALLER THAN 1/4" SHALL BE CLEANED OF VEGETATION ONLY.

SIGNIFICANT LONGITUDINAL AND TRANSVERSE CRACKS OR HOLES 1/4" OR LARGER SHALL BE CLEANED, REPAIRED, AND FILLED. FILL MATERIAL SHALL BE CONTRACTOR SHALL GRIND THROUGH AND REMOVE EXISTING PAVEMENT FABRIC IF ENCOUNTERED.

COLD PLABE 6' FROM LIP OF GUTTER AT 2" DEPTH (HEADER GRIND) FROM EASTERN BRIDGE ABUTMENT AT I-215 INTERCHANGE TO WHITEWOOD ROAD.

COLD PLANE FULL WIDTH ROADWAY AT 2.25" FROM HANCOCK AVE. TO WESTERN BRIDGE ABUTMENT AT I-215 INTERCHANGE.

COLD PLANE 6' FROM LIP OF GUTTER AT 2" DEPTH (HEADER GRIND) FROM LINCOLN AVE. TO HANCOCK AVE.

TO ACHIEVE A PROPER FLUSH/SMOOTH TRANSITION FROM BRIDGE DECK TO NEW AC FINISHED SURFACE.

GRIND/TAPER OVERLAY 100' FROM BRIDGE ABUTMENT TO ULTIMATE FINISH SURFACE OF ROADWAY FULL WIDTH AT 2.25" DEPTH AS NECESSARY PULLBOXES AS NECESSARY.

FOR ALL IMPROVEMENTS SHALL BE 4,000 PSI HIGH EARLY STRENGTH. AT SIGNALIZED INTERSECTIONS, RELOCATE TRAFFIC SIGNAL AND BY ADA SOLUTIONS (OR APPROVED EQUAL). SLOT PATCH ADJACENT AC AS NECESSARY TO MEET ADA REQUIREMENTS. CONCRETE REQUIREMENTS PER CITY OF MURRIETA STANDARDS 301, 302, 311 AND 318. TRUNCATED DOMES SHALL BE DARK GREY IN COLOR

ASSOCIATED CURB AND GUTTER OR MONOLITHIC CURB AND SPANDREL TO THE NEAREST JOINT AS SHOWN TO MEET ADA REMOVE AND REPLACE EXISTING ACCESS RAMP WITH CITY OF MURRIETA STANDARD 321A ACCESS RAMP. REMOVE AND REPLACE REDUCED, PULL BACK EXCESS DLC WIRE TO LOCATION OF NEW PULL BOX. RESTORE ANY CONCRETE/SIDEWALK PANELS IN KIND.

AND FURNISH AND INSTALL NEW DLC, AS SHOWN, FROM ADVANCE LOOPS TO CONTROLLER CABINET. WHERE ADVANCE LOOP DISTANCE IS BEING FURNISH AND INSTALL #5 PULLBOX, CONDUIT AND LOOP STUB-OUT, NEW SIDEWALK PANEL, AND LOOP WIRING AS SHOWN. REMOVE EXISTING DLC, 06/09/25
06/09/25
SEWER MANHOLE ADJUSTMENTS PER EMWD STD DWG SB-53 & SB-61 SEWER MANHOLE ADJUSTMENTS PER EMWD STD DWG SB-53 & SB-61 .

REFERENCE CITY PROVIDED EXHIBIT PER THE PROJECT SPECIFICATIONS. 696
APPROVED:

DATE:
11-JUN-2025 09:46
\\cp.rickeng.com\projects\C19500\19981_MurrietaPavementRehab\Traffic\PlanSets\PDF\2025_0609\SD CorpStds 2005.dscript \\cp.rickeng.com\projects\C19500\19981_MurrietaPavementRehab\Traffic\PlanSets\19981_04_Pvmnt-LosAlamosRd.dgn R.C.E. No. 63056 EXP. DATE: 6-30-26
PROJECT No. DRAWING No.DWN BY:

CHKD BY:

FIELD BK:

CITY OF MURRIETA
SHEET

ENGINEERING DEPARTMENT
SHEETS
C
A
LL
GI
D

UOYERFEB
Underground Service Alert
Call: TOLL FREE

TWO WORKING DAYS BEFORE YOU DIG
O
1-800-422-4133

ENGINEER OF WORK

DATE INITIAL

REVISION DESCRIPTION
SHT.

NO.

DATE

CITY APPROVAL

INITIAL
15 REVISION DATE:

The receipt of As-Built Plans and City's acceptance thereof does not "AS BUILT"
absolve the Subdivider/Developer of any responsibility for their accuracy.

Engineer of work: Date:

EXP.RCE

APPROVED FOR SIGNATUREBENCH MARK
DESCRIPTION:

LOCATION:

RECORDED:

ELEVATION: DATUM:

PAVEMENT REHABILITATION PROJECT
11-JUN-2025PAVING PLAN
AE/BRS

MURRIETA HOT SPRINGS ROAD
RR/AE
EXP. DATE: 6/30/25
R.C.E. 58994

CITY ENGINEER
JEFFREY J. HITCH,PE DATE
ROBERT K. MOEHLING, DIRECTOR OF PUBLIC WORKS
23-478
X
GRAPHIC SCALE 1" = 40'
02040 40 120 80
4 LOS ALAMOS ROAD
S
E
E
B
E
LO
W
LE
F
T
M
A
T
C
H
LIN
E
ADJUSTED TO GRADE.

AND INSTALL NEW VALVE CAN PROVIDED BY UTILITY. STORM DRAIN MANHOLES SHALL BE

BE IN POOR CONDITION, CONTRACTOR TO COORDINATE WITH RESPECTIVE UTILITY COMPANY SHALL BE ADJUSTED TO GRADE AFTER WORK IS COMPLETED. SHOULD A WATER OR GAS CAN ALL CANS AND COVERS PRIOR TO ANY REHABILITATION WORK. WATER AND GAS VALVE CANS MAPS. NOT ALL CANS AND COVERS MAY BE SHOWN. CONTRACTOR SHALL LOCATE AND TIE OUT

WATER AND GAS VALVE CANS AND MANHOLE COVERS SHOWN ARE PER UTILITY FACILITY NOTE:

S
E
E
A
B
O
V
E
R
IG
H
T
M
A
T
C
H
LIN
E
S
E
E
S
H
E
E
T
5 M
A
T
C
H
LIN
E
TS
A
V
E
N
U
E
LIN
C
O
LN

M
U
R
R
IE
TA
V
IS
TA
S
T
R
E
E
T
F
R
A
N
K
LIN

D
R
IV
E
G
IB
R
A
LT
A
R

D
R
IV
E
P
A
R
K
C
R
E
S
T

D
W
Y
LIM
IT
S
P
R
O
JEC
T

LOS ALAMOS ROAD

LOS ALAMOS ROAD
A
P
T
S
D
W
Y
S
ILV
E
R
A
D
O

(EXISTING)

LIMIT LINE
285'TO 47' NEW
CB
6 10
6 2L 3L
11 2L 3L
2L 3L
2L 3L

CABINET
EX. CONTROLLER
16 14
13 9 INLET
1L
1L
1L
13 EMWD MH

EMWD MH
13 EMWD MH
4 VALVE CAN
So CAL GAS
13 GTE MH
13 EMWD MH
6'

22.5'
12'
30'
6'
165'
6'
30'
9 9
INLET
4 VALVE CAN
WATER
GRATE
WITH
INLET
4 VALVE CAN
WATER
1L
1L
1L
1L
1L
15 15
15 15
6'
6'
6'
12'
12'
182'
13 EMWD MH
4 VALVE
WATER
4 VALVE CAN
So CAL GAS
4 VALVE CAN
WATER
7 13

EMWD MH
13 EMWD MH
4 VALVE CAN
WATER
422'
36'
17'
17'
105'
6'
6'
202'
42'
150'
WORK

LIMITS OF
WORK

LIMITS OF
CONSTRUCTION NOTES (LOS ALAMOS ROAD):
275'
12L
10 TRAFFIC SIGNAL TS
X

CENTERLINE MONUMENT

EXISTING WATER VALVE CAN
(STORM DRAIN OR SEWER)

EXISTING MANHOLE
LEGEND
BC
CC

CONNECTION

BOX TO CONDUIT
(DIGOUTS)FULL DEPTH

REMOVE AND REPLACE AC,

CONNECTION

CONDUIT TO CONDUIT
CB

CONNECTION

CONDUIT TO BOX
NOTE:

LANE CLOSURES WILL BE RESTRICTED TO THE HOURS BETWEEN 9:00 A.M. AND 2:30 P.M.

PERFORMED DURING NORMAL DAYTIME WORK HOURS (7:00 A.M. TO 4:00P.M.) HOWEVER ANY AND ENDING FRIDAY MORNING. ALL OTHER WORK ON LOS ALAMOS ROAD MAY BE HOURS BETWEEN 9:00 P.M. AND 5:00 A.M. WITH THE WORK WEEK STARTING SUNDAY NIGHT ASSOCIATED WITH THE PAVING OPERATION. WORK HOURS SHALL BE CONFINED TO THE

PLACEMENT, ARHM OVERLAY, UTILITY ADJUSTMENTS, AND OTHER ANCILARY WORK

COLD MILLING, DIGOUTS/REMOVAL AND REPLACEMENT OF DESIGNATED AC SECTIONS, AC LOS ALAMOS ROAD. PAVING OPERATION ACTIVITIES INCLUDE BUT ARE NOT LIMITED TO:

ONLY NIGHT WORK WILL BE PERMITTED FOR THE CONTRACTORS' PAVING OPERATION ON 6'
4'
NOTE: AC THICKNESS VARIES BETWEEN 4.25" AND 7.5" PER PAVEMENT EVALUATION REPORT.

BE PLACED UNDERNEATH A MINIMUM OF 6 " OF NEW BASE (BASE PER CITY OF MURRIETA STANDARDS) BRIDGE ANY SATURATED OR YIELDING SUBGRADE MATERIALS IN LIEU OF ADDITIONAL REMEDIAL REMOVAL. GEOGRID REINFORCEMENT SHALL PUBLIC WORKS INSPECTOR FOR DETERMINATION IN USING A GEOGRID REINFORCMENT (TENSAR TRIAX GEOGRID TYPE 2 OR EQUIVALENT) TO

SATURATED OR YIELDING SUBGRADE MATERIALS ARE ENCOUNTERED DURING DIG OUT REMOVALS, THE CONTRACTOR SHALL NOTIFY THE MATERIALS SHOULD BE SCARIFIED TO A DEPTH OF AT LEAST 6", MOISTURE CONDITIONED AS NECESSARY AND COMPACTED TO 95%. IF MOISTURE CONDITION AND RECOMPACT AB TO 95%. SHOULD COMPACTION TESTING INDICATE LESS THAN 95% COMPACTION, BASE GRADE REMOVE AND REPLACE EXISTING AC DOWN TO AGGREGATE BASE, FULL DEPTH AC REMOVAL (APPROXIMATELY 5.75") ON LOS ALAMOS ROAD.1L 2L
3L
ADJUST WATER OR GAS VALVE CAN TO GRADE AS NEEDED.4
REPLACE LOOP DETECTORS PER DETAILS B AND C ON SHEET 2.6 LOCATE AND TIE OUT EXISTING NAIL/MARKER. INSTALL NEW STREET CENTERLINE INTERSECTION MONUMENT PER COM. STD. NO 617B AND 617C.7 PROTECT IN PLACE.9
PRIOR TO INSTALLATION OF LOOPS, CONTRACTOR TO COORDINATE WITH CITY INSPECTOR FOR LAYOUT/PLACEMENT OF LOOPS.10 11 NEW A.C. TO EXISTING.

COLD PLANE FULL WIDTH 100' AT 2" (0.167') DEPTH (OR AS SHOWN) FROM PROJECT LIMITS TO ALLOW FOR PROPER TRANSITION/TAPER OF 12L SINGLE ADJUST EXISTING SEWER MANHOLE/DRY UTILITY TO GRADE. 13 SINGLE ADJUST EXISTING SURVEY MONUMENT CENTERLINE MONUMNET FRAME AND COVER TO GRADE PER COM. STD. 617B.14 15 FIBER AT ALL SIGNALIZED INTERSECTION PRIOR TO CONDUCTING WORK IN OR AROUND SIGNALIZED INTERSECTIONS.

CONTRACTOR SHALL CONTACT AND NOTIFY CITY OF MURRIETA TRAFFIC SIGNAL TECHNICIAN FOR LAYOUT/LOCATION OF UNDERGROUND16 2" ARHM OVERLAY FROM EASTERN BRIDGE ABUTMENT AT I-215 INTERCHANGE TO WHITEWOOD ROAD.

2.25" ARHM OVERLAY FROM HANCOCK AVE. TO WESTERN BRIDGE ABUTMENT AT I-215 INTERCHANGE. 2" ARHM OVERLAY FROM LINCOLN AVE. TO HANCOCK AVE.

APPROVED BY CITY PER THE SPECIFICATIONS. EXISTING CRACKS SMALLER THAN 1/4" SHALL BE CLEANED OF VEGETATION ONLY.

SIGNIFICANT LONGITUDINAL AND TRANSVERSE CRACKS OR HOLES 1/4" OR LARGER SHALL BE CLEANED, REPAIRED, AND FILLED. FILL MATERIAL SHALL BE CONTRACTOR SHALL GRIND THROUGH AND REMOVE EXISTING PAVEMENT FABRIC IF ENCOUNTERED.

COLD PLABE 6' FROM LIP OF GUTTER AT 2" DEPTH (HEADER GRIND) FROM EASTERN BRIDGE ABUTMENT AT I-215 INTERCHANGE TO WHITEWOOD ROAD.

COLD PLANE FULL WIDTH ROADWAY AT 2.25" FROM HANCOCK AVE. TO WESTERN BRIDGE ABUTMENT AT I-215 INTERCHANGE.

COLD PLANE 6' FROM LIP OF GUTTER AT 2" DEPTH (HEADER GRIND) FROM LINCOLN AVE. TO HANCOCK AVE.

REDUCED, PULL BACK EXCESS DLC WIRE TO LOCATION OF NEW PULL BOX. RESTORE ANY CONCRETE/SIDEWALK PANELS IN KIND.

AND FURNISH AND INSTALL NEW DLC, AS SHOWN, FROM ADVANCE LOOPS TO CONTROLLER CABINET. WHERE ADVANCE LOOP DISTANCE IS BEING FURNISH AND INSTALL #5 PULLBOX, CONDUIT AND LOOP STUB-OUT, NEW SIDEWALK PANEL, AND LOOP WIRING AS SHOWN. REMOVE EXISTING DLC, PULLBOXES AS NECESSARY.

FOR ALL IMPROVEMENTS SHALL BE 4,000 PSI HIGH EARLY STRENGTH. AT SIGNALIZED INTERSECTIONS, RELOCATE TRAFFIC SIGNAL AND BY ADA SOLUTIONS (OR APPROVED EQUAL). SLOT PATCH ADJACENT AC AS NECESSARY TO MEET ADA REQUIREMENTS. CONCRETE REQUIREMENTS PER CITY OF MURRIETA STANDARDS 301, 302, 311 AND 318. TRUNCATED DOMES SHALL BE DARK GREY IN COLOR

ASSOCIATED CURB AND GUTTER OR MONOLITHIC CURB AND SPANDREL TO THE NEAREST JOINT AS SHOWN TO MEET ADA REMOVE AND REPLACE EXISTING ACCESS RAMP WITH CITY OF MURRIETA STANDARD 321A ACCESS RAMP. REMOVE AND REPLACE

NEW SIDEWALK PANEL
NEW 2" CONDUIT
2 NEW DLC
06/11/25
06/11/25
SEWER MANHOLE ADJUSTMENTS PER EMWD STD DWG SB-53 & SB-61 REFERENCE CITY PROVIDED EXHIBIT PER THE PROJECT SPECIFICATIONS.

NOTE:

ONLY NIGHT WORK WILL BE PERMITTED FOR THE CONTRACTORS' ROADWAY ACTIVITIES ON LOS ALAMOS ROAD INCLUDING BUT NOT LIMITED TO: COLD MILLING,

DIGOUTS, AC PLACEMENT, ARHM OVERLAY, UTILITY ADJUSTMENTS, LOOP

DETECTOR REPLACEMENTS, SIGNING AND STRIPING, AND OTHER ANCILLARY WORK ASSOCIATED WITH THE PAVEMENT REHABILIATION. WORK HOURS SHALL BE CONFINED TO THE HOURS BETWEEN 9:00 P.M. AND 5:00 A.M. WITH THE WORK WEEK STARTING SUNDAY NIGHT AND ENDING FRIDAY MORNING. ALL OTHER WORK ON

LOS ALAMOS ROAD (SUCH AS WORK ASSOCIATED WITH CONCRETE, DLC, AND SURVEY) MAY BE PERFORMED DURING NORMAL DAYTIME WORKING HOURS (7:00 A.M. TO 4:00 P.M.) HOWEVER ANY LANE CLOSURES WILL BE RESTRICTEDT OT THE HOURS BETWEEN 9:00 A.M. AND 2:30 P.M.

TO
697
APPROVED:

DATE:
01-JUL-2025 16:36
\\cp.rickeng.com\projects\C19500\19981_MurrietaPavementRehab\Traffic\PlanSets\PDF\2025_0701\SD CorpStds 2005.dscript \\cp.rickeng.com\projects\C19500\19981_MurrietaPavementRehab\Traffic\PlanSets\19981_05_Pvmnt-LosAlamosRd.dgn R.C.E. No. 63056 EXP. DATE: 6-30-26
PROJECT No. DRAWING No.DWN BY:

CHKD BY:

FIELD BK:

CITY OF MURRIETA
SHEET

ENGINEERING DEPARTMENT
SHEETS
C
A
LL
GI
D

UOYERFEB
Underground Service Alert
Call: TOLL FREE

TWO WORKING DAYS BEFORE YOU DIG
O
1-800-422-4133

ENGINEER OF WORK

DATE INITIAL

REVISION DESCRIPTION
SHT.

NO.

DATE

CITY APPROVAL

INITIAL
15 REVISION DATE:

The receipt of As-Built Plans and City's acceptance thereof does not "AS BUILT"
absolve the Subdivider/Developer of any responsibility for their accuracy.

Engineer of work: Date:

EXP.RCE

APPROVED FOR SIGNATUREBENCH MARK
DESCRIPTION:

LOCATION:

RECORDED:

ELEVATION: DATUM:

PAVEMENT REHABILITATION PROJECT
01-JUL-2025PAVING PLAN
AE/BRS

MURRIETA HOT SPRINGS ROAD
RR/AE
EXP. DATE: 6/30/25
R.C.E. 58994

CITY ENGINEER
JEFFREY J. HITCH,PE DATE
ROBERT K. MOEHLING, DIRECTOR OF PUBLIC WORKS
23-478
GRAPHIC SCALE 1" = 40'
02040 40 120 80
5 LOS ALAMOS ROAD
ADJUSTED TO GRADE.

AND INSTALL NEW VALVE CAN PROVIDED BY UTILITY. STORM DRAIN MANHOLES SHALL BE

BE IN POOR CONDITION, CONTRACTOR TO COORDINATE WITH RESPECTIVE UTILITY COMPANY SHALL BE ADJUSTED TO GRADE AFTER WORK IS COMPLETED. SHOULD A WATER OR GAS CAN ALL CANS AND COVERS PRIOR TO ANY REHABILITATION WORK. WATER AND GAS VALVE CANS MAPS. NOT ALL CANS AND COVERS MAY BE SHOWN. CONTRACTOR SHALL LOCATE AND TIE OUT

WATER AND GAS VALVE CANS AND MANHOLE COVERS SHOWN ARE PER UTILITY FACILITY NOTE:

S
E
E
B
E
LO
W
LE
F
T
M
A
T
C
H
LIN
E
S
E
E
S
H
E
E
T
4 M
A
T
C
H
LIN
E
S
E
E
A
B
O
V
E
R
IG
H
T
M
A
T
C
H
LIN
E
S
E
E
S
H
E
E
T
6 M
A
T
C
H
LIN
E
TS
TS

LOS ALAMOS ROAD

LOS ALAMOS ROAD
A
V
E
N
U
E
H
A
N
C
O
C
K

D
W
Y
D
W
Y
D
W
Y
D
W
Y
D
W
Y
2L 3L
6 10
6 10
6 6
10 11
BC
(EXISTING)
(EXISTING)
LIMIT LINE230' TO
LIMIT LINE285' TO
(EXISTING)
(EXISTING)
10 11
BC
O
N
R
A
M
P
I-215 S
B
O
FF R
A
M
P
I-215 S
B
(EXISTING)

LIMIT LINE
230' TO
(EXISTING)
1110
BC

WB TRAFFIC

DETECTION FOR

EXISTING VIDEO
2L 3L

CABINET
EX. CONTROLLER

CABINET
EX. CONTROLLER
2L 3L
2L 3L
13 EMWD MH
13 EMWD MH
1L 1L
1L
1L
1L
1L
1L
1L
1L
1L
1L
1L
6'
150'
17'
20'
24'
17'
6'70'
60'
6'
17'
50' 38'
60'
6'
60'
18'
84'
65'
A
A
W
O
R
K
L
IM
IT
S

O
F
W
O
R
K
L
IM
IT
S

O
F
16 9 INTERSETION AC
HANCOCK AVE.

B
B
50'
16'
12'
29'
11'
60'
7'
50'
9'
103'
12'
85'
14'
20'
17'
83'
83'
7'
21' 19'
5 GTE MH
4 VALVE CAN
So CAL GAS
16 5
GTE MH
9 INLET
9 INLET
100'
6'
5'
47'
12'
50'
11'
22'6
CONSTRUCTION NOTES (LOS ALAMOS ROAD):

C
IT
Y
O
F
M
U
R
R
IE
T
A
C
A
LT
R
A
N
S
12L
1L
1L
1L
1L
1L
1L
1L

STATE REPRESENTATIVE DATE

FEATURES

GEOMETRIC AND ABOVE GROUND

AS-BUILT PLANS FOR ROADWAY
RTE 215 CO RIV PM

PERMIT NUMBER

10.6 NEW SIDEWALK PANEL

NEW SIDEWALK PANEL

NEW SIDEWALK PANEL

LIMIT LINE
115' TO

TRAFFIC SIGNAL TS
X

CENTERLINE MONUMENT

EXISTING WATER VALVE CAN
(STORM DRAIN OR SEWER)

EXISTING MANHOLE
LEGEND
BC
CC

CONNECTION

BOX TO CONDUIT
(DIGOUTS)FULL DEPTH

REMOVE AND REPLACE AC,

CONNECTION

CONDUIT TO CONDUIT
CB

CONNECTION

CONDUIT TO BOX
7'
1L 1L
1L
7'
7'
7'
NOTE: AC THICKNESS VARIES BETWEEN 4.25" AND 7.5" PER PAVEMENT EVALUATION REPORT.

BE PLACED UNDERNEATH A MINIMUM OF 6 " OF NEW BASE (BASE PER CITY OF MURRIETA STANDARDS) BRIDGE ANY SATURATED OR YIELDING SUBGRADE MATERIALS IN LIEU OF ADDITIONAL REMEDIAL REMOVAL. GEOGRID REINFORCEMENT SHALL PUBLIC WORKS INSPECTOR FOR DETERMINATION IN USING A GEOGRID REINFORCMENT (TENSAR TRIAX GEOGRID TYPE 2 OR EQUIVALENT) TO

SATURATED OR YIELDING SUBGRADE MATERIALS ARE ENCOUNTERED DURING DIG OUT REMOVALS, THE CONTRACTOR SHALL NOTIFY THE MATERIALS SHOULD BE SCARIFIED TO A DEPTH OF AT LEAST 6", MOISTURE CONDITIONED AS NECESSARY AND COMPACTED TO 95%. IF MOISTURE CONDITION AND RECOMPACT AB TO 95%. SHOULD COMPACTION TESTING INDICATE LESS THAN 95% COMPACTION, BASE GRADE REMOVE AND REPLACE EXISTING AC DOWN TO AGGREGATE BASE, FULL DEPTH AC REMOVAL (APPROXIMATELY 5.75") ON LOS ALAMOS ROAD.1L 2L
3L
ADJUST WATER OR GAS VALVE CAN TO GRADE AS NEEDED.4
5 REPLACE LOOP DETECTORS PER DETAILS B AND C ON SHEET 2.6 PROTECT IN PLACE.9
PRIOR TO INSTALLATION OF LOOPS, CONTRACTOR TO COORDINATE WITH CITY INSPECTOR FOR LAYOUT/PLACEMENT OF LOOPS.10 11 NEW A.C. TO EXISTING.

COLD PLANE FULL WIDTH 100' AT 2" (0.167') DEPTH (OR AS SHOWN) FROM PROJECT LIMITS TO ALLOW FOR PROPER TRANSITION/TAPER OF 12L 13 FIBER AT ALL SIGNALIZED INTERSECTION PRIOR TO CONDUCTING WORK IN OR AROUND SIGNALIZED INTERSECTIONS.

CONTRACTOR SHALL CONTACT AND NOTIFY CITY OF MURRIETA TRAFFIC SIGNAL TECHNICIAN FOR LAYOUT/LOCATION OF UNDERGROUND16 2" ARHM OVERLAY FROM EASTERN BRIDGE ABUTMENT AT I-215 INTERCHANGE TO WHITEWOOD ROAD.

2.25" ARHM OVERLAY FROM HANCOCK AVE. TO WESTERN BRIDGE ABUTMENT AT I-215 INTERCHANGE. 2" ARHM OVERLAY FROM LINCOLN AVE. TO HANCOCK AVE.

APPROVED BY CITY PER THE SPECIFICATIONS. EXISTING CRACKS SMALLER THAN 1/4" SHALL BE CLEANED OF VEGETATION ONLY.

SIGNIFICANT LONGITUDINAL AND TRANSVERSE CRACKS OR HOLES 1/4" OR LARGER SHALL BE CLEANED, REPAIRED, AND FILLED. FILL MATERIAL SHALL BE CONTRACTOR SHALL GRIND THROUGH AND REMOVE EXISTING PAVEMENT FABRIC IF ENCOUNTERED.

COLD PLABE 6' FROM LIP OF GUTTER AT 2" DEPTH (HEADER GRIND) FROM EASTERN BRIDGE ABUTMENT AT I-215 INTERCHANGE TO WHITEWOOD ROAD.

COLD PLANE FULL WIDTH ROADWAY AT 2.25" FROM HANCOCK AVE. TO WESTERN BRIDGE ABUTMENT AT I-215 INTERCHANGE.

COLD PLANE 6' FROM LIP OF GUTTER AT 2" DEPTH (HEADER GRIND) FROM LINCOLN AVE. TO HANCOCK AVE.

REDUCED, PULL BACK EXCESS DLC WIRE TO LOCATION OF NEW PULL BOX. RESTORE ANY CONCRETE/SIDEWALK PANELS IN KIND.

AND FURNISH AND INSTALL NEW DLC, AS SHOWN, FROM ADVANCE LOOPS TO CONTROLLER CABINET. WHERE ADVANCE LOOP DISTANCE IS BEING FURNISH AND INSTALL #5 PULLBOX, CONDUIT AND LOOP STUB-OUT, NEW SIDEWALK PANEL, AND LOOP WIRING AS SHOWN. REMOVE EXISTING DLC, 20'
DOUBLE ADJUST EXISTING SEWER MANHOLE/DRY UTILITY TO GRADE. SEWER MANHOLE ADJUSTMENTS PER EMWD STD DWG SB-53 & SB-61.

SINGLE ADJUST EXISTING SEWER MANHOLE/DRY UTILITY TO GRADE. SEWER MANHOLE ADJUSTMENTS PER EMWD STD DWG SB-53 & SB-61. 08-25-N-MC-0505
WORK
OF
LIMITS
WORK
OF
LIMITS
214U
214L
213L
212U
212L
10'
NOTE:
2:30 P.M.

ANY LANE CLOSURES WILL BE RESTRICTED TO THE HOURS BETWEEN 9:00 A.M. AND PERFORMED DURING NORMAL DAYTIME WORKING HOURS (7:00 A.M. TO 4:00P.M.) HOWEVER

ALAMOS ROAD (SUCH AS WORK ASSOCIATED WITH CONCRETE, DLC, AND SURVEY) MAY BE STARTING SUNDAY NIGHT AND ENDING FRIDAY MORNING. ALL OTHER WORK ON LOS BE CONFINED TO THE HOURS BETWEEN 9:00 P.M. AND 5:00 A.M. WITH THE WORK WEEK ANCILLARY WORK ASSOCIATED WITH THE PAVEMENT REHABILITATION. WORK HOURS SHALL

ADJUSTMENTS, LOOP DETECTOR REPLACEMENTS, SIGNING AND STRIPING, AND OTHER NOT LIMITED TO: COLD MILLING, DIGOUTS, AC PLACEMENT, ARHM OVERLAY, UTILITY

LOS ALAMOS ROAD AND FOR ANY ACTIVITIES WITHIN THE STATE ROW INCLUDING BUT

ONLY NIGHT WORK WILL BE PERMITTED FOR THE CONTRACTORS' ROADWAY ACTIVITIES ON 07-01-25
07-01-25

SHEET REVISED PER CALTRANS
PERMIT COMMENTS 7/1/25
698
APPROVED:

DATE:
01-JUL-2025 16:39
\\cp.rickeng.com\projects\C19500\19981_MurrietaPavementRehab\Traffic\PlanSets\PDF\2025_0701\SD CorpStds 2005.dscript \\cp.rickeng.com\projects\C19500\19981_MurrietaPavementRehab\Traffic\PlanSets\19981_06_Pvmnt-LosAlamosRd.dgn R.C.E. No. 63056 EXP. DATE: 6-30-26
PROJECT No. DRAWING No.DWN BY:

CHKD BY:

FIELD BK:

CITY OF MURRIETA
SHEET

ENGINEERING DEPARTMENT
SHEETS
C
A
LL
GI
D

UOYERFEB
Underground Service Alert
Call: TOLL FREE

TWO WORKING DAYS BEFORE YOU DIG
O
1-800-422-4133

ENGINEER OF WORK

DATE INITIAL

REVISION DESCRIPTION
SHT.

NO.

DATE

CITY APPROVAL

INITIAL
15 REVISION DATE:

The receipt of As-Built Plans and City's acceptance thereof does not "AS BUILT"
absolve the Subdivider/Developer of any responsibility for their accuracy.

Engineer of work: Date:

EXP.RCE

APPROVED FOR SIGNATUREBENCH MARK
DESCRIPTION:

LOCATION:

RECORDED:

ELEVATION: DATUM:

PAVEMENT REHABILITATION PROJECT
01-JUL-2025PAVING PLAN
AE/BRS

MURRIETA HOT SPRINGS ROAD
RR/AE
EXP. DATE: 6/30/25
R.C.E. 58994

CITY ENGINEER
JEFFREY J. HITCH,PE DATE
ROBERT K. MOEHLING, DIRECTOR OF PUBLIC WORKS
23-478
GRAPHIC SCALE 1" = 40'
02040 40 120 80
6 LOS ALAMOS ROAD
ADJUSTED TO GRADE.

AND INSTALL NEW VALVE CAN PROVIDED BY UTILITY. STORM DRAIN MANHOLES SHALL BE

BE IN POOR CONDITION, CONTRACTOR TO COORDINATE WITH RESPECTIVE UTILITY COMPANY SHALL BE ADJUSTED TO GRADE AFTER WORK IS COMPLETED. SHOULD A WATER OR GAS CAN ALL CANS AND COVERS PRIOR TO ANY REHABILITATION WORK. WATER AND GAS VALVE CANS MAPS. NOT ALL CANS AND COVERS MAY BE SHOWN. CONTRACTOR SHALL LOCATE AND TIE OUT

WATER AND GAS VALVE CANS AND MANHOLE COVERS SHOWN ARE PER UTILITY FACILITY NOTE:

S
E
E
S
H
E
E
T
5 M
A
T
C
H
LIN
E

LOS ALAMOS ROAD
TS
O
N
R
A
M
P
I-215 N
B
O
FF R
A
M
P
I-215 N
B

EB TRAFFIC

DETECTION FOR

EXISTING VIDEO
2L 3L
(EXISTING)
(EXISTING)
10 11

CABINET
EX. CONTROLLER

LIMIT LINE
230' TO
CB
6 6 10
17 50'
25'
12'
16 GTE MH
13 9
INLET
9 INLET
9 INLET
1L
1L
1L
1L
1L
1L
1L
17 LIMIT LINE
230' TO
6 10
14'
45'
37'
24'
37'
11'
6'
165'
200'
13'
32'
18 CONSTRUCTION NOTES (LOS ALAMOS ROAD):

NEW SIDEWALK PANEL
NEW 2" CONDUIT
3 NEW DLC
C
IT
Y
O
F
M
U
R
R
IE
T
A
C
A
LT
R
A
N
S
12'

STATE REPRESENTATIVE DATE

FEATURES

GEOMETRIC AND ABOVE GROUND

AS-BUILT PLANS FOR ROADWAY
RTE 215 CO RIV PM

PERMIT NUMBER

10.6 LIMIT LINE
115' TO

TRAFFIC SIGNAL TS
X

CENTERLINE MONUMENT

EXISTING WATER VALVE CAN
(STORM DRAIN OR SEWER)

EXISTING MANHOLE
LEGEND
BC
CC

CONNECTION

BOX TO CONDUIT
CB

CONNECTION

CONDUIT TO BOX
(DIGOUTS)FULL DEPTH

REMOVE AND REPLACE AC,

CONNECTION

CONDUIT TO CONDUIT
6'
S
E
E
B
E
LO
W
LE
F
T
M
A
T
C
H
LIN
E
L
IM
IT
S
P
R
O
J
E
C
T
S
E
E
A
B
O
V
E
R
IG
H
T
M
A
T
C
H
LIN
E
R
O
A
D
W
H
IT
E
W
O
O
D

TS
D
W
Y
D
W
Y
G
A
T
E
W
A
Y
M
U
R
R
IE
T
A

LOS ALAMOS ROAD
GTE MH
13 GTE MH
13 9
INLET
9 INLET
16 TS 16
2L 3L
6 10
6 10
6 10
6 LIMIT LINE230' TO
(EXISTING)

CABINET
EX. CONTROLLER

CABINET
EX. CONTROLLER
(EXISTING)
(EXISTING)
1L
NOTE: AC THICKNESS VARIES BETWEEN 4.25" AND 7.5" PER PAVEMENT EVALUATION REPORT.

BE PLACED UNDERNEATH A MINIMUM OF 6 " OF NEW BASE (BASE PER CITY OF MURRIETA STANDARDS) BRIDGE ANY SATURATED OR YIELDING SUBGRADE MATERIALS IN LIEU OF ADDITIONAL REMEDIAL REMOVAL. GEOGRID REINFORCEMENT SHALL PUBLIC WORKS INSPECTOR FOR DETERMINATION IN USING A GEOGRID REINFORCMENT (TENSAR TRIAX GEOGRID TYPE 2 OR EQUIVALENT) TO

SATURATED OR YIELDING SUBGRADE MATERIALS ARE ENCOUNTERED DURING DIG OUT REMOVALS, THE CONTRACTOR SHALL NOTIFY THE MATERIALS SHOULD BE SCARIFIED TO A DEPTH OF AT LEAST 6", MOISTURE CONDITIONED AS NECESSARY AND COMPACTED TO 95%. IF MOISTURE CONDITION AND RECOMPACT AB TO 95%. SHOULD COMPACTION TESTING INDICATE LESS THAN 95% COMPACTION, BASE GRADE REMOVE AND REPLACE EXISTING AC DOWN TO AGGREGATE BASE, FULL DEPTH AC REMOVAL (APPROXIMATELY 5.75") ON LOS ALAMOS ROAD. 2L
3L
5 REPLACE LOOP DETECTORS PER DETAILS B AND C ON SHEET 2.6 PROTECT IN PLACE.9
PRIOR TO INSTALLATION OF LOOPS, CONTRACTOR TO COORDINATE WITH CITY INSPECTOR FOR LAYOUT/PLACEMENT OF LOOPS.10 11 12L
13 16
17 18
2" ARHM OVERLAY FROM EASTERN BRIDGE ABUTMENT AT I-215 INTERCHANGE TO WHITEWOOD ROAD.

2.25" ARHM OVERLAY FROM HANCOCK AVE. TO WESTERN BRIDGE ABUTMENT AT I-215 INTERCHANGE. 2" ARHM OVERLAY FROM LINCOLN AVE. TO HANCOCK AVE.

APPROVED BY CITY PER THE SPECIFICATIONS. EXISTING CRACKS SMALLER THAN 1/4" SHALL BE CLEANED OF VEGETATION ONLY.

SIGNIFICANT LONGITUDINAL AND TRANSVERSE CRACKS OR HOLES 1/4" OR LARGER SHALL BE CLEANED, REPAIRED, AND FILLED. FILL MATERIAL SHALL BE CONTRACTOR SHALL GRIND THROUGH AND REMOVE EXISTING PAVEMENT FABRIC IF ENCOUNTERED.

COLD PLABE 6' FROM LIP OF GUTTER AT 2" DEPTH (HEADER GRIND) FROM EASTERN BRIDGE ABUTMENT AT I-215 INTERCHANGE TO WHITEWOOD ROAD.

COLD PLANE FULL WIDTH ROADWAY AT 2.25" FROM HANCOCK AVE. TO WESTERN BRIDGE ABUTMENT AT I-215 INTERCHANGE.

COLD PLANE 6' FROM LIP OF GUTTER AT 2" DEPTH (HEADER GRIND) FROM LINCOLN AVE. TO HANCOCK AVE.

REDUCED, PULL BACK EXCESS DLC WIRE TO LOCATION OF NEW PULL BOX. RESTORE ANY CONCRETE/SIDEWALK PANELS IN KIND.

AND FURNISH AND INSTALL NEW DLC, AS SHOWN, FROM ADVANCE LOOPS TO CONTROLLER CABINET. WHERE ADVANCE LOOP DISTANCE IS BEING FURNISH AND INSTALL #5 PULLBOX, CONDUIT AND LOOP STUB-OUT, NEW SIDEWALK PANEL, AND LOOP WIRING AS SHOWN. REMOVE EXISTING DLC, TO EXISTING.

PROJECT LIMITS TO ALLOW FOR PROPER TRANSITION/TAPER OF NEW A.C.

COLD PLANE FULL WIDTH 100' AT 2" (0.167') DEPTH (OR AS SHOWN) FROM AROUND SIGNALIZED INTERSECTIONS.

ALL SIGNALIZED INTERSECTION PRIOR TO CONDUCTING WORK IN OR

SIGNAL TECHNICIAN FOR LAYOUT/LOCATION OF UNDERGROUND FIBER AT

CONTRACTOR SHALL CONTACT AND NOTIFY CITY OF MURRIETA TRAFFIC TO NEW AC FINISHED SURFACE.

TO ACHIEVE A PROPER FLUSH/SMOOTH TRANSITION FROM BRIDGE DECK FINISH SURFACE OF ROADWAY FULL WIDTH AT 2.25" DEPTH AS NECESSARY GRIND/TAPER OVERLAY 100' FROM BRIDGE ABUTMENT TO ULTIMATE BRIDGE DECK.

WET SANDBLAST/REMOVE EXISTING PAVEMENT MARKINGS/STRIPING ON 12L
100'
5 EDISON MH
65' NEW
(EXISTING)
6 LIMIT LINE230' TO
08-25-N-MC-0505
DOUBLE ADJUST EXISTING SEWER MANHOLE/DRY UTILITY TO GRADE. SEWER MANHOLE ADJUSTMENTS PER EMWD STD DWG SB-53 & SB-61.

SEWER MANHOLE ADJUSTMENTS PER EMWD STD DWG SB-53 & SB-61.

SINGLE ADJUST EXISTING SEWER MANHOLE/DRY UTILITY TO GRADE.

WORK

LIMITS OF
WORK

LIMITS OF
C
C
10'
6J2L
6J2U
6J3U
6J3L
6J4U
6J4L
NOTE:
2:30 P.M.

ANY LANE CLOSURES WILL BE RESTRICTED TO THE HOURS BETWEEN 9:00 A.M. AND PERFORMED DURING NORMAL DAYTIME WORKING HOURS (7:00 A.M. TO 4:00P.M.) HOWEVER

ALAMOS ROAD (SUCH AS WORK ASSOCIATED WITH CONCRETE, DLC, AND SURVEY) MAY BE STARTING SUNDAY NIGHT AND ENDING FRIDAY MORNING. ALL OTHER WORK ON LOS BE CONFINED TO THE HOURS BETWEEN 9:00 P.M. AND 5:00 A.M. WITH THE WORK WEEK ANCILLARY WORK ASSOCIATED WITH THE PAVEMENT REHABILITATION. WORK HOURS SHALL

ADJUSTMENTS, LOOP DETECTOR REPLACEMENTS, SIGNING AND STRIPING, AND OTHER NOT LIMITED TO: COLD MILLING, DIGOUTS, AC PLACEMENT, ARHM OVERLAY, UTILITY

LOS ALAMOS ROAD AND FOR ANY ACTIVITIES WITHIN THE STATE ROW INCLUDING BUT

ONLY NIGHT WORK WILL BE PERMITTED FOR THE CONTRACTORS' ROADWAY ACTIVITIES ON 07-01-25
07-01-25

SHEET REVISED PER CALTRANS
PERMIT COMMENTS 7/1/25
699
APPROVED:

DATE:
09-JUN-2025 11:21
\\cp.rickeng.com\projects\C19500\19981_MurrietaPavementRehab\Traffic\PlanSets\SD CorpStds 2005.dscript \\cp.rickeng.com\projects\C19500\19981_MurrietaPavementRehab\Traffic\PlanSets\19981_07_Pvmnt-AntelopeRd.dgn R.C.E. No. 63056 EXP. DATE: 6-30-26
PROJECT No. DRAWING No.DWN BY:

CHKD BY:

FIELD BK:

CITY OF MURRIETA
SHEET

ENGINEERING DEPARTMENT
SHEETS
C
A
LL
GI
D

UOYERFEB
Underground Service Alert
Call: TOLL FREE

TWO WORKING DAYS BEFORE YOU DIG
O
1-800-422-4133

ENGINEER OF WORK

DATE INITIAL

REVISION DESCRIPTION
SHT.

NO.

DATE

CITY APPROVAL

INITIAL
15 REVISION DATE:

The receipt of As-Built Plans and City's acceptance thereof does not "AS BUILT"
absolve the Subdivider/Developer of any responsibility for their accuracy.

Engineer of work: Date:

EXP.RCE

APPROVED FOR SIGNATUREBENCH MARK
DESCRIPTION:

LOCATION:

RECORDED:

ELEVATION: DATUM:

PAVEMENT REHABILITATION PROJECT
09-JUN-2025PAVING PLAN
AE/BRS

MURRIETA HOT SPRINGS ROAD
RR/AE
EXP. DATE: 6/30/25
R.C.E. 58994

CITY ENGINEER
JEFFREY J. HITCH,PE DATE
ROBERT K. MOEHLING, DIRECTOR OF PUBLIC WORKS
23-478
X
GRAPHIC SCALE 1" = 40'
02040 40 120 80
7 TRAFFIC SIGNAL

CENTERLINE MONUMENT

EXISTING WATER VALVE CAN
(STORM DRAIN OR SEWER)

EXISTING MANHOLE
LEGEND

CONNECTION

CONDUIT TO CONDUIT

CONNECTION

BOX TO CONDUIT

REMOVE CONDUCTORS

ABANDON CONDUIT,
TS
X
BC
CC
AB
ADJUSTED TO GRADE.

AND INSTALL NEW VALVE CAN PROVIDED BY UTILITY. STORM DRAIN MANHOLES SHALL BE

BE IN POOR CONDITION, CONTRACTOR TO COORDINATE WITH RESPECTIVE UTILITY COMPANY SHALL BE ADJUSTED TO GRADE AFTER WORK IS COMPLETED. SHOULD A WATER OR GAS CAN ALL CANS AND COVERS PRIOR TO ANY REHABILITATION WORK. WATER AND GAS VALVE CANS MAPS. NOT ALL CANS AND COVERS MAY BE SHOWN. CONTRACTOR SHALL LOCATE AND TIE OUT

WATER AND GAS VALVE CANS AND MANHOLE COVERS SHOWN ARE PER UTILITY FACILITY NOTE:

ANTELOPE ROAD
S
E
E
B
E
LO
W
LE
F
T
M
A
T
C
H
LIN
E
S
E
E
A
B
O
V
E
R
IG
H
T
M
A
T
C
H
LIN
E
S
E
E
S
H
E
E
T 8
M
A
TC
H
LIN
E
L
IM
IT
S
P
R
O
J
E
C
T

ANTELOPE ROAD

ANTELOPE ROAD
AVENUE

M APLETON

TRAFFIC SIGNAL TS
X

CENTERLINE MONUMENT

EXISTING WATER VALVE CAN
(STORM DRAIN OR SEWER)

EXISTING MANHOLE
LEGEND
BC
CC

CONNECTION

BOX TO CONDUIT
AB

REMOVE CONDUCTORS

ABANDON CONDUIT,
(DIGOUTS)FULL DEPTH

REMOVE AND REPLACE AC,

CONNECTION

CONDUIT TO CONDUIT
2A 3A
2A 3A
2A3A
6 10

LIMIT LINE
345' TO
6 CABINET
EX. CONTROLLER
CONSTRUCTION NOTES (ANTELOPE ROAD):
3A2A BEGIN
TS 16
19 START
DIKE
9 INLET
9 VAULT
EDISON
22'
12' 1A
1A
1A
1A
6'
775'
775'
6'
50'
C
C
17'
105'
19 START
DIKE
19 END
DIKE
5 EMWD MH
19 END
DIKE
19 START
DIKE
5 EMWD MH
6'
MURRIETA STANDARDS). NOTE: AC THICKNESS VARIES BETWEEN 4" AND 7" PER PAVEMENT EVALUATION REPORT.

OF ADDITIONAL REMEDIAL REMOVAL. GEOGRID REINFORCEMENT SHALL BE PLACED UNDERNEATH A MINIMUM OF 6 " OF NEW BASE (BASE PER CITY OF GEOGRID REINFORCMENT (TENSAR TRIAX GEOGRID TYPE 2 OR EQUIVALENT) T0 BRIDGE ANY SATURATED OR YIELDING SUBGRADE MATERIALS IN LIEU

ARE ENCOUNTERED DURING DIG OUT REMOVALS, THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR FOR DETERMINATION IN USING A TO A DEPTH OF AT LEAST 6", MOISTURE CONDITIONED AS NECESSARY AND COMPACTED TO 95%. IF SATURATED OR YIELDING SUBGRADE MATERIALS AND RECOMPACT AB TO 95%. SHOULD COMPACTION TESTING INDICATE LESS THAN 95% COMPACTION, BASE GRADE MATERIALS SHOULD BE SCARIFIED REMOVE AND REPLACE EXISTING AC DOWN TO AGGREGATE BASE, FULL DEPTH AC REMOVAL (AVERAGE 5.3") ON ANTELOPE ROAD. MOISTURE CONDITION 1A 2" ARHM OVERLAY OVER 3/8" ARAM MIDLAYER.2A
THAN 1/4" SHALL BE CLEANED OF VEGETATION ONLY.

BE CLEANED, REPAIRED, AND FILLED. FILL MATERIAL SHALL BE APPROVED BY CITY PER THE SPECIFICATIONS. EXISTING CRACKS SMALLER COLD PLANE FULL WIDTH ROADWAY AT 2.375" DEPTH. SIGNIFICANT LONGITUDINAL AND TRANSVERSE CRACKS OR HOLES 1/4" OR LARGER SHALL 3A DOUBLE ADJUST EXISTING SEWER MANHOLE/DRY UTILITY TO GRADE. 5 REPLACE LOOP DETECTORS PER DETAILS B AND C ON SHEET 2.6 PROTECT IN PLACE.9
PRIOR TO INSTALLATION OF LOOPS, CONTRACTOR TO COORDINATE WITH CITY INSPECTOR FOR LAYOUT/PLACEMENT OF LOOPS.10 FIBER AT ALL SIGNALIZED INTERSECTION PRIOR TO CONDUCTING WORK IN OR AROUND SIGNALIZED INTERSECTIONS.

CONTRACTOR SHALL CONTACT AND NOTIFY CITY OF MURRIETA TRAFFIC SIGNAL TECHNICIAN FOR LAYOUT/LOCATION OF UNDERGROUND16 GRIND OUT EXISTING AC DIKE (EXISTING DIKE RANGES FROM 6" TO 2"). RECONSTRUCT 6" AC DIKE PER CITY OF MURRIETA STD. 315.19 06/09/25
06/09/25
SEWER MANHOLE ADJUSTMENTS PER EMWD STD DWG SB-53 & SB-61. 700
APPROVED:

DATE:
11-JUN-2025 09:40
\\cp.rickeng.com\projects\C19500\19981_MurrietaPavementRehab\Traffic\PlanSets\PDF\2025_0609\SD CorpStds 2005.dscript \\cp.rickeng.com\projects\C19500\19981_MurrietaPavementRehab\Traffic\PlanSets\19981_08_Pvmnt-AntelopeRd.dgn R.C.E. No. 63056 EXP. DATE: 6-30-26
PROJECT No. DRAWING No.DWN BY:

CHKD BY:

FIELD BK:

CITY OF MURRIETA
SHEET

ENGINEERING DEPARTMENT
SHEETS
C
A
LL
GI
D

UOYERFEB
Underground Service Alert
Call: TOLL FREE

TWO WORKING DAYS BEFORE YOU DIG
O
1-800-422-4133

ENGINEER OF WORK

DATE INITIAL

REVISION DESCRIPTION
SHT.

NO.

DATE

CITY APPROVAL

INITIAL
15 REVISION DATE:

The receipt of As-Built Plans and City's acceptance thereof does not "AS BUILT"
absolve the Subdivider/Developer of any responsibility for their accuracy.

Engineer of work: Date:

EXP.RCE

APPROVED FOR SIGNATUREBENCH MARK
DESCRIPTION:

LOCATION:

RECORDED:

ELEVATION: DATUM:

PAVEMENT REHABILITATION PROJECT
11-JUN-2025PAVING PLAN
AE/BRS

MURRIETA HOT SPRINGS ROAD
RR/AE
EXP. DATE: 6/30/25
R.C.E. 58994

CITY ENGINEER
JEFFREY J. HITCH,PE DATE
ROBERT K. MOEHLING, DIRECTOR OF PUBLIC WORKS
23-478
X
GRAPHIC SCALE 1" = 40'
02040 40 120 80
8 ANTELOPE ROAD
ADJUSTED TO GRADE.

AND INSTALL NEW VALVE CAN PROVIDED BY UTILITY. STORM DRAIN MANHOLES SHALL BE

BE IN POOR CONDITION, CONTRACTOR TO COORDINATE WITH RESPECTIVE UTILITY COMPANY SHALL BE ADJUSTED TO GRADE AFTER WORK IS COMPLETED. SHOULD A WATER OR GAS CAN ALL CANS AND COVERS PRIOR TO ANY REHABILITATION WORK. WATER AND GAS VALVE CANS MAPS. NOT ALL CANS AND COVERS MAY BE SHOWN. CONTRACTOR SHALL LOCATE AND TIE OUT

WATER AND GAS VALVE CANS AND MANHOLE COVERS SHOWN ARE PER UTILITY FACILITY NOTE:

S
E
E
S
H
E
E
T 7
M
A
TC
H
LIN
E
TS
L
IM
IT
S
P
R
O
J
E
C
T

ANTELOPE ROAD
D
W
Y
D
W
Y
D
W
Y
D
W
Y
P
LA
C
E
H
E
R
IT
A
G
E
M
A
R
K
E
T

2A 3A
2A 3A

CABINET
EX. CONTROLLER
(EXISTING)
(EXISTING)
10 CB

TRAFFIC SIGNAL TS
X

CENTERLINE MONUMENT

EXISTING WATER VALVE CAN
(STORM DRAIN OR SEWER)

EXISTING MANHOLE
LEGEND
BC
CC

CONNECTION

BOX TO CONDUIT
AB

REMOVE CONDUCTORS

ABANDON CONDUIT,
(DIGOUTS)FULL DEPTH

REMOVE AND REPLACE AC,

CONNECTION

CONDUIT TO CONDUIT
6 10
6 CONSTRUCTION NOTES (ANTELOPE ROAD):

S
E
E
B
E
LO
W
LE
F
T
M
A
T
C
H
LIN
E
S
E
E
A
B
O
V
E
R
IG
H
T
M
A
T
C
H
LIN
E

ANTELOPE ROAD
R
O
A
D
S
C
O
T
T

TS
2A 3A
END
D
W
Y
D
W
Y
4 CAN VALVE
WATER
5 EMWD MH 4

CAN VALVE
WATER
4 CAN VALVE
WATER
6'
175'
1A
19 END
DIKE
4 CAN VALVE
WATER
5 EMWD MH
9 INLET
9 INLET
7 16
5 EMWD MH
D
D
9 STOP PCC
BUS
2A 3A
15 15
11A

NEW SIDEWALK PANEL

SIDEWALK/SPANDREL (JACK & BORE)
NEW 2" CONDUIT UNDER
2 NEW DLC
(EXISTING)

CABINET
EX. CONTROLLER
6 10
6 LIMIT LINE
345' TO
80' NEW

LIMIT LINE
345' TO
MURRIETA STANDARDS). NOTE: AC THICKNESS VARIES BETWEEN 4" AND 7" PER PAVEMENT EVALUATION REPORT.

OF ADDITIONAL REMEDIAL REMOVAL. GEOGRID REINFORCEMENT SHALL BE PLACED UNDERNEATH A MINIMUM OF 6 " OF NEW BASE (BASE PER CITY OF GEOGRID REINFORCMENT (TENSAR TRIAX GEOGRID TYPE 2 OR EQUIVALENT) T0 BRIDGE ANY SATURATED OR YIELDING SUBGRADE MATERIALS IN LIEU

ARE ENCOUNTERED DURING DIG OUT REMOVALS, THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR FOR DETERMINATION IN USING A TO A DEPTH OF AT LEAST 6", MOISTURE CONDITIONED AS NECESSARY AND COMPACTED TO 95%. IF SATURATED OR YIELDING SUBGRADE MATERIALS AND RECOMPACT AB TO 95%. SHOULD COMPACTION TESTING INDICATE LESS THAN 95% COMPACTION, BASE GRADE MATERIALS SHOULD BE SCARIFIED REMOVE AND REPLACE EXISTING AC DOWN TO AGGREGATE BASE, FULL DEPTH AC REMOVAL (AVERAGE 5.3") ON ANTELOPE ROAD. MOISTURE CONDITION 1A 2" ARHM OVERLAY OVER 3/8" ARAM MIDLAYER.2A
THAN 1/4" SHALL BE CLEANED OF VEGETATION ONLY.

BE CLEANED, REPAIRED, AND FILLED. FILL MATERIAL SHALL BE APPROVED BY CITY PER THE SPECIFICATIONS. EXISTING CRACKS SMALLER COLD PLANE FULL WIDTH ROADWAY AT 2.375" DEPTH. SIGNIFICANT LONGITUDINAL AND TRANSVERSE CRACKS OR HOLES 1/4" OR LARGER SHALL 3A ADJUST WATER OR GAS VALVE CAN TO GRADE AS NEEDED.4
DOUBLE ADJUST EXISTING SEWER MANHOLE/DRY UTILITY TO GRADE. 5 REPLACE LOOP DETECTORS PER DETAILS B AND C ON SHEET 2.6 LOCATE AND TIE OUT EXISTING NAIL/MARKER. INSTALL NEW STREET CENTERLINE INTERSECTION MONUMENT PER COM. STD. NO 617B AND 617C.7 PROTECT IN PLACE.9
PRIOR TO INSTALLATION OF LOOPS, CONTRACTOR TO COORDINATE WITH CITY INSPECTOR FOR LAYOUT/PLACEMENT OF LOOPS.10 PANELS IN KIND. CONDUIT TO BE INSTALLED VIA JACK AND BORE DLC, AND FURNISH AND INSTALL NEW DLC, AS SHOWN, FROM ADVANCE LOOPS TO CONTROLLER CABINET. RESTORE ANY CONCRETE/SIDEWALK FURNISH AND INSTALL #5 PULLBOX, CONDUIT AND LOOP STUB-IN, NEW SIDEWALK PANEL, AND LOOP WIRING AS SHOWN. REMOVE EXISTING 11A 15 FIBER AT ALL SIGNALIZED INTERSECTION PRIOR TO CONDUCTING WORK IN OR AROUND SIGNALIZED INTERSECTIONS.

CONTRACTOR SHALL CONTACT AND NOTIFY CITY OF MURRIETA TRAFFIC SIGNAL TECHNICIAN FOR LAYOUT/LOCATION OF UNDERGROUND16 GRIND OUT EXISTING AC DIKE (EXISTING DIKE RANGES FROM 6" TO 2"). RECONSTRUCT 6" AC DIKE PER CITY OF MURRIETA STD. 315.19 PULLBOXES AS NECESSARY.

FOR ALL IMPROVEMENTS SHALL BE 4,000 PSI HIGH EARLY STRENGTH. AT SIGNALIZED INTERSECTIONS, RELOCATE TRAFFIC SIGNAL AND BY ADA SOLUTIONS (OR APPROVED EQUAL). SLOT PATCH ADJACENT AC AS NECESSARY TO MEET ADA REQUIREMENTS. CONCRETE REQUIREMENTS PER CITY OF MURRIETA STANDARDS 301, 302, 311 AND 318. TRUNCATED DOMES SHALL BE DARK GREY IN COLOR

ASSOCIATED CURB AND GUTTER OR MONOLITHIC CURB AND SPANDREL TO THE NEAREST JOINT AS SHOWN TO MEET ADA REMOVE AND REPLACE EXISTING ACCESS RAMP WITH CITY OF MURRIETA STANDARD 321A ACCESS RAMP. REMOVE AND REPLACE 16 5

EMWD MH
5 EDISON MH
(EXISTING)
10 11

NEW SIDEWALK PANEL
NEW 2" CONDUIT
2 NEW DLC
55' NEW

LIMIT LINE
345' TO
CB
6 6 10
11 REDUCED, PULL BACK EXCESS DLC WIRE TO LOCATION OF NEW PULL BOX. RESTORE ANY CONCRETE/SIDEWALK PANELS IN KIND.

AND FURNISH AND INSTALL NEW DLC, AS SHOWN, FROM ADVANCE LOOPS TO CONTROLLER CABINET. WHERE ADVANCE LOOP DISTANCE IS BEING FURNISH AND INSTALL #5 PULLBOX, CONDUIT AND LOOP STUB-OUT, NEW SIDEWALK PANEL, AND LOOP WIRING AS SHOWN. REMOVE EXISTING DLC, 06/11/25
06/11/25

CAN VALVE
WATER
4 CAN VALVE
WATER
4 CAN VALVE
WATER
4 CAN VALVE
WATER
4 SEWER MANHOLE ADJUSTMENTS PER EMWD STD DWG SB-53 & SB-61.

CAN VALVE
WATER
4 REFERENCE CITY PROVIDED EXHIBIT PER THE PROJECT SPECIFICATIONS. 701
APPROVED:

DATE:
09-JUN-2025 11:21
\\cp.rickeng.com\projects\C19500\19981_MurrietaPavementRehab\Traffic\PlanSets\SD CorpStds 2005.dscript \\cp.rickeng.com\projects\C19500\19981_MurrietaPavementRehab\Traffic\PlanSets\19981_09_Pvmnt-ElmSt.dgn R.C.E. No. 63056 EXP. DATE: 6-30-26
PROJECT No. DRAWING No.DWN BY:

CHKD BY:

FIELD BK:

CITY OF MURRIETA
SHEET

ENGINEERING DEPARTMENT
SHEETS
C
A
LL
GI
D

UOYERFEB
Underground Service Alert
Call: TOLL FREE

TWO WORKING DAYS BEFORE YOU DIG
O
1-800-422-4133

ENGINEER OF WORK

DATE INITIAL

REVISION DESCRIPTION
SHT.

NO.

DATE

CITY APPROVAL

INITIAL
15 REVISION DATE:

The receipt of As-Built Plans and City's acceptance thereof does not "AS BUILT"
absolve the Subdivider/Developer of any responsibility for their accuracy.

Engineer of work: Date:

EXP.RCE

APPROVED FOR SIGNATUREBENCH MARK
DESCRIPTION:

LOCATION:

RECORDED:

ELEVATION: DATUM:

PAVEMENT REHABILITATION PROJECT
09-JUN-2025PAVING PLAN
AE/BRS

MURRIETA HOT SPRINGS ROAD
RR/AE
EXP. DATE: 6/30/25
R.C.E. 58994

CITY ENGINEER
JEFFREY J. HITCH,PE DATE
ROBERT K. MOEHLING, DIRECTOR OF PUBLIC WORKS
23-478
X
X
GRAPHIC SCALE 1" = 40'
02040 40 120 80
9 S
E
E
B
E
LO
W
LE
F
T
M
A
T
C
H
LIN
E

TRAFFIC SIGNAL

CENTERLINE MONUMENT

EXISTING WATER VALVE CAN
(STORM DRAIN OR SEWER)

EXISTING MANHOLE
LEGEND

CONNECTION

CONDUIT TO CONDUIT

CONNECTION

BOX TO CONDUIT

REMOVE CONDUCTORS

ABANDON CONDUIT,
TS
X
BC
CC
AB
ADJUSTED TO GRADE.

AND INSTALL NEW VALVE CAN PROVIDED BY UTILITY. STORM DRAIN MANHOLES SHALL BE

BE IN POOR CONDITION, CONTRACTOR TO COORDINATE WITH RESPECTIVE UTILITY COMPANY SHALL BE ADJUSTED TO GRADE AFTER WORK IS COMPLETED. SHOULD A WATER OR GAS CAN ALL CANS AND COVERS PRIOR TO ANY REHABILITATION WORK. WATER AND GAS VALVE CANS MAPS. NOT ALL CANS AND COVERS MAY BE SHOWN. CONTRACTOR SHALL LOCATE AND TIE OUT

WATER AND GAS VALVE CANS AND MANHOLE COVERS SHOWN ARE PER UTILITY FACILITY NOTE:

S
E
E
A
B
O
V
E
R
IG
H
T
M
A
T
C
H
LIN
E

ELM STREET
TS

ELM STREET

ELM STREET
L
IM
IT
S
P
R
O
J
E
C
T
L
IM
IT
S
P
R
O
J
E
C
T
AVENUE
ADAM S
A
V
E
N
U
E
JE
F
F
E
R
S
O
N
DW Y
DW Y
DW Y
DW Y
DW Y
DW Y

TRAFFIC SIGNAL TS
X

CENTERLINE MONUMENT

EXISTING WATER VALVE CAN
(STORM DRAIN OR SEWER)

EXISTING MANHOLE
LEGEND
BC
CC

CONNECTION

BOX TO CONDUIT
AB

REMOVE CONDUCTORS

ABANDON CONDUIT,

CONNECTION

CONDUIT TO CONDUIT
2E 3E
2E3E 2E3E
2E 3E
6 106

LIMIT LINE
230' TO

CABINET
EX. CONTROLLER
(EXISTING)
CONSTRUCTION NOTES (ELM STREET):
16 1E
STREET).

PUBLIC WORKS YARD LOCATED OFF OF FIG STREET (APPROXIMATELY 1/2 MILE FROM ELM

CCPR PLANT WILL BE PERMITTED TO BE SET UP AND OPERATED AT THE CITY OF MURRIETA NOTE:
9 AND MONUMENT

UTILITIES
9 INLET
19 START
DIKE
4 CAN

RCWD INLET
9 CAN
RCWD
4 4
CAN
RCWD
4 CAN
RCWD
9 INLET
9 INLET
4 CAN
RCWD
4 CAN
RCWD
4 CAN
RCWD
4 CAN
RCWD
5 EMWD MH
8 GRATE
SD MH
5 EMWD MH
8 GRATE
SD MH
8 5
EMWD MH 8
9 SD MH SD MH
SD MH
8 5

EMWD MH
19 END
DIKE
E
E
F
F
10'
46'
170'
10'
A MIX DESIGN, SAMPLING, AND TESTING FOR CCPR PROCESS.

CCPR SPECIALTY CONTRACTOR SHALL REVIEW THE PROPOSED CCPR THICKNESS AND PROVIDE NOTE:

PER NOTE

REMOVE AND REPLACE AB,
1E
1E
CONDITIONED AS NECESSARY AND COMPACTED TO 95%.

TESTING INDICATE LESS THAN 95% COMPACTION, BASE GRADE MATERIALS SHOULD BE SCARIFIED TO A DEPTH OF AT LEAST 6", MOISTURE GEOGRID. SHOULD COMPACTION
SHALL BE PLACED UNDERNEATH A MINIMUM OF 7" OF NEW BASE. MOISTURE CONDITION AND RECOMPACT AB TO 95% PRIOR TO PLACEMENT OF REMOVE TOP 7" OF AB AND INSTALL GEOGRID REINFORCMENT (TENSAR TRIAX GEOGRID TYPE 2 OR EQUIVALENT). GEOGRID REINFORCEMENT 2E
3E
ADJUST WATER OR GAS VALVE CAN TO GRADE AS NEEDED.4
DOUBLE ADJUST EXISTING SEWER MANHOLE/DRY UTILITY TO GRADE. 5 REPLACE LOOP DETECTORS PER DETAILS B AND C ON SHEET 2.6 8 DOUBLE ADJUST EXISTING STORM DRAIN MANHOLE TO GRADE.
9 PROTECT IN PLACE.
10 PRIOR TO INSTALLATION OF LOOPS, CONTRACTOR TO COORDINATE WITH CITY INSPECTOR FOR LAYOUT/PLACEMENT OF LOOPS. 16 FIBER AT ALL SIGNALIZED INTERSECTION PRIOR TO CONDUCTING WORK IN OR AROUND SIGNALIZED INTERSECTIONS.

CONTRACTOR SHALL CONTACT AND NOTIFY CITY OF MURRIETA TRAFFIC SIGNAL TECHNICIAN FOR LAYOUT/LOCATION OF UNDERGROUND 19 GRIND OUT EXISTING AC DIKE (EXISTING DIKE RANGES FROM 6" TO 2"). RECONSTRUCT 6" AC DIKE PER CITY OF MURRIETA STD. 315.

NEW CCPR AND ARHM.

INSTALL 2" ARHM OVER 4" CCPR. EXISTING AB SHALL BE MOISTURE CONDITIONED AND RECOMPACTED TO 95% PRIOR TO PLACEMENT OF REMOVE AND REGRADE EXISTING AB 6' FROM LIP OF GUTTER OR AC DIKE AT 2" DEPTH PRIOR TO PLACEMENT OF CCPR.

COLD PLANE EXISTING AC FULL WIDTH AND DEPTH (APPROXIMATELY 4" DEPTH PER PAVEMENT EVALUATION REPORT) DOWN TO AB. 06/09/25
06/09/25
SEWER MANHOLE ADJUSTMENTS PER EMWD STD DWG SB-53 & SB-61. 702
APPROVED:

DATE:
09-JUN-2025 11:21
\\cp.rickeng.com\projects\C19500\19981_MurrietaPavementRehab\Traffic\PlanSets\SD CorpStds 2005.dscript \\cp.rickeng.com\projects\C19500\19981_MurrietaPavementRehab\Traffic\PlanSets\19981_10_Str-LosAlamosRd.dgn R.C.E. No. 63056 EXP. DATE: 6-30-26
PROJECT No. DRAWING No.DWN BY:

CHKD BY:

FIELD BK:

CITY OF MURRIETA
SHEET

ENGINEERING DEPARTMENT
SHEETS
C
A
LL
GI
D

UOYERFEB
Underground Service Alert
Call: TOLL FREE

TWO WORKING DAYS BEFORE YOU DIG
O
1-800-422-4133
SEAL:

HORIZONTAL SCALE: AS NOTED
VERTICAL SCALE: AS NOTED
PREPARED BY: DATE:

ENGINEER OF WORK

DATE INITIAL

REVISION DESCRIPTION
SHT.

NO.

DATE

CITY APPROVAL

INITIAL
15 REVISION DATE:

The receipt of As-Built Plans and City's acceptance thereof does not "AS BUILT"
absolve the Subdivider/Developer of any responsibility for their accuracy.

Engineer of work: Date:

EXP.RCE

APPROVED FOR SIGNATUREBENCH MARK
DESCRIPTION:

LOCATION:

RECORDED:

ELEVATION: DATUM:

PAVEMENT REHABILITATION PROJECT
09-JUN-2025PAVING PLAN

STATE OF CALIFORNIA

REGISTERED PROFESSIONAL ENGINEER
CIVIL
No. 69471
BRIAN R. STEPHENSON
AE/BRS

MURRIETA HOT SPRINGS ROAD
RR/AE
EXP. DATE: 6/30/25
R.C.E. 58994

CITY ENGINEER
JEFFREY J. HITCH,PE DATE
BRIAN R. STEPHENSON R.C.E. No. 69471
ROBERT K. MOEHLING, DIRECTOR OF PUBLIC WORKS
5620 FRIARS ROAD
SAN DIEGO, CA 92110
619-291-0707
rickengineering.com

SANTA CLARITA PHOENIX TUCSON LAS VEGAS DENVER

SAN DIEGO ORANGE RIVERSIDE SACRAMENTO SAN LUIS OBISPO 23-478
GRAPHIC SCALE 1" = 40'
02040 40 120 80
10 LOS ALAMOS ROAD
S
E
E
B
E
LO
W
LE
F
T
M
A
T
C
H
LIN
E
S
E
E
A
B
O
V
E
R
IG
H
T
M
A
T
C
H
LIN
E
S
E
E
S
H
E
E
T
11 M
A
T
C
H
LIN
E
TS
A
V
E
N
U
E
LIN
C
O
LN

M
U
R
R
IE
TA
V
IS
TA
S
T
R
E
E
T
F
R
A
N
K
LIN

D
R
IV
E
G
IB
R
A
LT
A
R

D
R
IV
E
P
A
R
K
C
R
E
S
T

D
W
Y
LIM
IT
S
P
R
O
JEC
T
12'
12'
10'
12'
12'
7'
4'
5'
12'
12'
12'
12'
5'
7'
12'
12'
12'
12'
7'
5'
12'
12'
14'
12'
12'
5'
7'
12'
12'
14'
12'
12'
5'
5'

LOS ALAMOS ROAD

LOS ALAMOS ROAD
1 R1-1
(R1-1)

STRIPING DETAIL NO.

TS

PROPOSED SIGN PROPOSED SIGN

EXISTING SIGN

TRAFFIC SIGNAL
XX
PM

PAVEMENT MARKING

THERMOPLASTIC

SIGNING AND STRIPING PLAN
PM12" WHITE
X-WALK
39A200'
39 12
150'
PM12" WHITE
X-WALK

PMIV(L)
TYPE
38310'
1 50'
39 12
12'
14'
29 PMIV(L)
TYPE

PMIV(L)
TYPE
PM"SIGNAL"
PM"AHEAD"
12 39
12 29
39 38200'
150'
& ARROW

WITH PERSON
SYMBOL

BIKE LANE

PMIV(L)
TYPE

PMIV(L)
TYPE
39A200'
150'
39 12
29 39
39A200'
12 39
12 150'
29 PM IV(L)
TYPE
22 1 50'

PMIV(L)
TYPE
PM"SIGNAL"
PM"AHEAD"
29 39A200'
39 39
12 39A200'
150'

PMIV(L)
TYPE
38200'
38200'
12 200'39A

PMIV(L)
TYPE
22 39 1232
12 6" WIDE, SOLID WHITE STRIPE.
10'
10'
10'
LIMIT
SPEED
45 R2-1(45)

BIKE LANE
P
R7-9(MOD)
(R7-9(MOD))
(R2-1(45))
(R7-9(MOD))
OM1-1
W1-7
OM1-1)
(W1-7/
(R7-9(MOD))
(R7-9(MOD))
(R2-1(45))
(R7-9(MOD))
(R2-1(45))
(R7-9(MOD))
W3-3
(W3-3)
LEGEND
CONSTRUCTION NOTES:

EXISTING SIGN LEGEND
A
P
T
S
D
W
Y
S
ILV
E
R
A
D
O

120' TRANSITION
120' TRANSITION
60' TAPER
120' TRANSITION

PMIV(L)
TYPE

PMIV(L)
TYPE
120' TRANSITION
7 7
7 7
7 7
7 7
7 2'
2'
2'
2'
2'
2'
6" WIDE, SOLID WHITE PAINT, DIAGONALS @ 20' SPACING.
& ARROW

WITH PERSON
SYMBOL

BIKE LANE
& ARROW

WITH PERSON
SYMBOL

BIKE LANE
& ARROW

WITH PERSON
SYMBOL

BIKE LANE
& ARROW

WITH PERSON
SYMBOL

BIKE LANE
& ARROW

WITH PERSON
SYMBOL

BIKE LANE
& ARROW

WITH PERSON
SYMBOL

BIKE LANE
& ARROW

WITH PERSON
SYMBOL

BIKE LANE
& ARROW

WITH PERSON
SYMBOL

BIKE LANE
& ARROW

WITH PERSON
SYMBOL

BIKE LANE
& ARROW

WITH PERSON
SYMBOL

BIKE LANE
200'39A
06/09/25
06/09/25
06/09/25
703
APPROVED:

DATE:
01-JUL-2025 14:58
\\cp.rickeng.com\projects\C19500\19981_MurrietaPavementRehab\Traffic\PlanSets\PDF\2025_0701\SD CorpStds 2005.dscript \\cp.rickeng.com\projects\C19500\19981_MurrietaPavementRehab\Traffic\PlanSets\19981_11_Str-LosAlamosRd.dgn R.C.E. No. 63056 EXP. DATE: 6-30-26
PROJECT No. DRAWING No.DWN BY:

CHKD BY:

FIELD BK:

CITY OF MURRIETA
SHEET

ENGINEERING DEPARTMENT
SHEETS
C
A
LL
GI
D

UOYERFEB
Underground Service Alert
Call: TOLL FREE

TWO WORKING DAYS BEFORE YOU DIG
O
1-800-422-4133
SEAL:

HORIZONTAL SCALE: AS NOTED
VERTICAL SCALE: AS NOTED
PREPARED BY: DATE:

ENGINEER OF WORK

DATE INITIAL

REVISION DESCRIPTION
SHT.

NO.

DATE

CITY APPROVAL

INITIAL
15 REVISION DATE:

The receipt of As-Built Plans and City's acceptance thereof does not "AS BUILT"
absolve the Subdivider/Developer of any responsibility for their accuracy.

Engineer of work: Date:

EXP.RCE

APPROVED FOR SIGNATUREBENCH MARK
DESCRIPTION:

LOCATION:

RECORDED:

ELEVATION: DATUM:

PAVEMENT REHABILITATION PROJECT
01-JUL-2025

STATE OF CALIFORNIA

REGISTERED PROFESSIONAL ENGINEER
CIVIL
No. 69471
BRIAN R. STEPHENSON
AE/BRS

MURRIETA HOT SPRINGS ROAD
RR/AE
EXP. DATE: 6/30/25
R.C.E. 58994

CITY ENGINEER
JEFFREY J. HITCH,PE DATE
BRIAN R. STEPHENSON R.C.E. No. 69471
ROBERT K. MOEHLING, DIRECTOR OF PUBLIC WORKS
5620 FRIARS ROAD
SAN DIEGO, CA 92110
619-291-0707
rickengineering.com

SANTA CLARITA PHOENIX TUCSON LAS VEGAS DENVER

SAN DIEGO ORANGE RIVERSIDE SACRAMENTO SAN LUIS OBISPO 23-478
KEEP
CLEAR
KEEP
CLEAR
CLEAR
CLEAR
KEEP
CLEAR
CLEAR
KEEP
GRAPHIC SCALE 1" = 40'
02040 40 120 80
11 LOS ALAMOS ROAD
S
E
E
B
E
LO
W
LE
F
T
M
A
T
C
H
LIN
E
S
E
E
S
H
E
E
T
10 M
A
T
C
H
LIN
E
S
E
E
A
B
O
V
E
R
IG
H
T
M
A
T
C
H
LIN
E
S
E
E
S
H
E
E
T
12 M
A
T
C
H
LIN
E
12'
12'
14'
12'
12'
5'
5'
12'
12'
14'
12'
12'
5'
7'
12'
12'
12'
12'
12'
2'
12'
14'
12'
12'
20'
12'
12'
12'
12'
12'
17'
12'
18'
TS
TS

LOS ALAMOS ROAD

LOS ALAMOS ROAD
A
V
E
N
U
E
H
A
N
C
O
C
K

D
W
Y
D
W
Y
D
W
Y
D
W
Y
D
W
Y
R1-1
(R1-1)

STRIPING DETAIL NO.

TS

PROPOSED SIGN PROPOSED SIGN

EXISTING SIGN

TRAFFIC SIGNAL
XX
PM

PAVEMENT MARKING

THERMOPLASTIC

SIGNING AND STRIPING PLAN
39 12
39 12 32
22 PMIV(L)
TYPE

PMIV(L)
TYPE
39 150'
150'

PMIV(L)
TYPE
22 12
39A200'
300'38
PM12" WHITE
X-WALK
PM12" WHITE
X-WALK
10'
10'
150'
110'38

PMIV(L)
TYPE
12 150'
12 22
6" WIDE, SOLID WHITE STRIPE.1
2 12" WIDE, SOLID WHITE STRIPE.
25 12
25 80'38

PMIV(L)
TYPE

PMIV(L)
TYPE

PMIV(L)
TYPE

PMIV(L)
TYPE
12 25
2 75'38
12 25
PM"CLEAR"
PM"KEEP"
2 2
10'
PM "CLEAR"
PM "KEEP"
2 25
12 29
100'38
150'

PMVII(R)
TYPE
PM12" WHITE
X-WALK
12 27B
3 40
150'
3 4
40 PM
150'
27B
4 PMIV(L)
TYPE
100'38

PMIV(L)
TYPE
22 12
115'38

BIKE LANE
P
R7-9(MOD)
(R7-9(MOD))
LIMIT
SPEED
40 R2-1(40)
R26A(CA))
(R2-1(40)/
R26A(CA)
NO
BLOCK
ENTIRE

PARKING
R4-7
(R4-7)
R3-2
(R3-2)
R6-1(R)

ONE WAY
(R6-1(R))
(R6-1(R))
R3-4
(R3-4)
R3-1 R9-3
R9-3)
(R3-1/
(R4-7)
(R3-2)

ENFORCED

BELT LAW
SAFETY
SR15A(CA)
SR15A(CA))
(R2-1(40)/
W3-3
(W3-3)
(R6-1(R))
(R7-9(MOD))

EXISTING SIGN LEGEND
LEGEND
CONSTRUCTION NOTES:

BEGIN

LIMIT LINE
12" WHITEPMLIMIT LINE
12" WHITE
O
N
R
A
M
P
I-215 S
B
O
FF R
A
M
P
I-215 S
B
12" WIDE, SOLID WHITE PAINT, DIAGONALS @ 15' SPACING.
12" WIDE, SOLID WHITE PAINT, DIAGONALS @ 30' SPACING.
5 PAINT MEDIAN NOSE YELLOW.
5 5
5 5
90' TRANSITION
15'
12'
23'
12'
12'
16'
12'
12'
12'
12'
2'
12'
12'
12'
12'
12'
7 7
7 2'
2'
2'
PM
PM
8'
8'
12'
6'
200'39A
39 7
5'
2'

PROPOSED SIGN LEGEND

BIKE LANE
P
R7-9(MOD)
R7-9(MOD)
39A100'
7 39
6'
2'
R7-9(MOD)
6'
39 R7-9(MOD)
39A200'
6'
39A200'
C
IT
Y
O
F
M
U
R
R
IE
T
A
C
A
LT
R
A
N
S
6'
2'
(R7-9(MOD))
39 7
100'39A

STATE REPRESENTATIVE DATE

FEATURES

GEOMETRIC AND ABOVE GROUND

AS-BUILT PLANS FOR ROADWAY
RTE 215 CO RIV PM

PERMIT NUMBER

10.6 6" WIDE, SOLID WHITE PAINT, DIAGONALS @ 20' SPACING. 8140'
8 WITHIN THE DOUBLE YELLOW STRIPING.
22 @ 2.5' SPACING. ONE ROW ONLY, CENTERING MARKERS
8" YELLOW RAISED PAVEMENT MARKERS ON TOP OF DETAIL

PMIV(L)
TYPE
& ARROW

WITH PERSON
SYMBOL

BIKE LANE
& ARROW

WITH PERSON
SYMBOL

BIKE LANE
& ARROW

WITH PERSON
SYMBOL

BIKE LANE
& ARROW

WITH PERSON
SYMBOL

BIKE LANE
& ARROW

WITH PERSON
SYMBOL

BIKE LANE
08-25-N-MC-0505
07-01-25
07-01-25
07-01-25

SHEET REVISED PER CALTRANS
PERMIT COMMENTS 7/1/25
704
APPROVED:

DATE:
01-JUL-2025 15:00
\\cp.rickeng.com\projects\C19500\19981_MurrietaPavementRehab\Traffic\PlanSets\PDF\2025_0701\SD CorpStds 2005.dscript \\cp.rickeng.com\projects\C19500\19981_MurrietaPavementRehab\Traffic\PlanSets\19981_12_Str-LosAlamosRd.dgn R.C.E. No. 63056 EXP. DATE: 6-30-26
PROJECT No. DRAWING No.DWN BY:

CHKD BY:

FIELD BK:

CITY OF MURRIETA
SHEET

ENGINEERING DEPARTMENT
SHEETS
C
A
LL
GI
D

UOYERFEB
Underground Service Alert
Call: TOLL FREE

TWO WORKING DAYS BEFORE YOU DIG
O
1-800-422-4133
SEAL:

HORIZONTAL SCALE: AS NOTED
VERTICAL SCALE: AS NOTED
PREPARED BY: DATE:

ENGINEER OF WORK

DATE INITIAL

REVISION DESCRIPTION
SHT.

NO.

DATE

CITY APPROVAL

INITIAL
15 REVISION DATE:

The receipt of As-Built Plans and City's acceptance thereof does not "AS BUILT"
absolve the Subdivider/Developer of any responsibility for their accuracy.

Engineer of work: Date:

EXP.RCE

APPROVED FOR SIGNATUREBENCH MARK
DESCRIPTION:

LOCATION:

RECORDED:

ELEVATION: DATUM:

PAVEMENT REHABILITATION PROJECT
01-JUL-2025

STATE OF CALIFORNIA

REGISTERED PROFESSIONAL ENGINEER
CIVIL
No. 69471
BRIAN R. STEPHENSON
AE/BRS

MURRIETA HOT SPRINGS ROAD
RR/AE
EXP. DATE: 6/30/25
R.C.E. 58994

CITY ENGINEER
JEFFREY J. HITCH,PE DATE
BRIAN R. STEPHENSON R.C.E. No. 69471
ROBERT K. MOEHLING, DIRECTOR OF PUBLIC WORKS
5620 FRIARS ROAD
SAN DIEGO, CA 92110
619-291-0707
rickengineering.com

SANTA CLARITA PHOENIX TUCSON LAS VEGAS DENVER

SAN DIEGO ORANGE RIVERSIDE SACRAMENTO SAN LUIS OBISPO 23-478
GRAPHIC SCALE 1" = 40'
02040 40 120 80
12 LOS ALAMOS ROAD
S
E
E
S
H
E
E
T
11 M
A
T
C
H
LIN
E

LOS ALAMOS ROAD
TS
12'
12'
12'
12'
12'
17'
12'
18'
12'
12'
16'
12'
12'
17'
13'
L
IM
IT
S
P
R
O
J
E
C
T
R1-1
(R1-1)

STRIPING DETAIL NO.

TS

PROPOSED SIGN PROPOSED SIGN

EXISTING SIGN

TRAFFIC SIGNAL
XX
PM

PAVEMENT MARKING

THERMOPLASTIC

SIGNING AND STRIPING PLAN
6" WIDE, SOLID WHITE STRIPE.1
4 27B
12 PM IV(L)
TYPE
100'38
115'38
22 PMIV(L)
TYPE
12 200'38
210'38
150'
40 27B
PM12" WHITE
X-WALK

PMIV(L)
TYPE
150'
150'
PM

PMIV(R)
TYPE
12 360'38
12 PMIV(R)
TYPE
29 R3-1 R9-3
R6-1(L)

ONE WAY
R9-3)
(R3-1/
(R6-1(L))
W74(CA)
LEFT
MERGE

TRAFFIC
THRU
LIMIT
SPEED
40 R2-1(40)

ENFORCED

BELT LAW
SAFETY
SR15A(CA)
W73A(CA)
AHEAD

TURNS RIGHT

RIGHT LANE
SR15A(CA))
R2-1(40)/
(W73A(CA)/
(R3-7(R))
4 CONSTRUCTION NOTES:

LEGEND

EXISTING SIGN LEGEND
12" WIDE, SOLID WHITE PAINT, DIAGONALS @ 30' SPACING.

LIMIT LINE
12" WHITEPMLIMIT LINE
12" WHITE

PMLIMIT LINE
12" WHITE
O
N
R
A
M
P
I-215 N
B
O
FF R
A
M
P
I-215 N
B
10'
18'
12'
12'
22'
12'
12'
17'
PM
(W74(CA))
C
IT
Y
O
F
M
U
R
R
IE
T
A
C
A
LT
R
A
N
S

STATE REPRESENTATIVE DATE

FEATURES

GEOMETRIC AND ABOVE GROUND

AS-BUILT PLANS FOR ROADWAY
RTE 215 CO RIV PM

PERMIT NUMBER

10.6 S
E
E
B
E
LO
W
LE
F
T
M
A
T
C
H
LIN
E
TS
TS
S
E
E
A
B
O
V
E
R
IG
H
T
M
A
T
C
H
LIN
E
(R26A(CA))
R26A(CA)
NO
BLOCK
ENTIRE

PARKING
(R26A(CA))
(R26A(CA))
(R2-1(40))
R6-1(R)

ONE WAY
R4-7
(R6-1(R)
(R6-1(R)
22 PM IV(L)
TYPE

PM IV(R)
TYPE
100'38
120'38

PMIV(R)
TYPE
37B

PM IV(R)
TYPE
100'38
1 50'
120'38
12 PM IV(L)
TYPE
G
A
T
E
W
A
Y
M
U
R
R
IE
T
A

22 1 50'
PM 12" WHITE
X-WALK

PM IV(L)
TYPE
1 50'
1 50'
170'38
12 D
W
Y
D
W
Y

PM IV(L)
TYPE
22 12

PM IV(R)
TYPE
29 1 50'
200'38

PM IV(L)
TYPE

PM IV(R)
TYPE
1 50'

PM IV(L)
TYPE
PM 12" YELLOW
X-WALK
R
O
A
D
W
H
IT
E
W
O
O
D

25'
13'
10'
13'
12'
13'
25'
13'
10'
13'
12'
13'
22'
13'
16'
12'
23'10'
10'
10'
22'
12'
11'
12'
12'
11'
6'
OM1-1
(OM1-1)
(R4-7)/

PROPOSED SIGN LEGEND

TURN RIGHT

RIGHT LANE
MUST
R3-7(R)

TURN RIGHT

RIGHT LANE
MUST
R3-7(R)
25 LIGHT POLE

ON STREET
R3-7(R)
90' TRANSITION
140' TRANSITION
(OM1-1)
(R4-7)/
08-25-N-MC-0505
07-01-25
07-01-25
07-01-25

SHEET REVISED PER CALTRANS
PERMIT COMMENTS 7/1/25
705
APPROVED:

DATE:
09-JUN-2025 11:21
\\cp.rickeng.com\projects\C19500\19981_MurrietaPavementRehab\Traffic\PlanSets\SD CorpStds 2005.dscript \\cp.rickeng.com\projects\C19500\19981_MurrietaPavementRehab\Traffic\PlanSets\19981_13_Str-AntelopeRd.dgn R.C.E. No. 63056 EXP. DATE: 6-30-26
PROJECT No. DRAWING No.DWN BY:

CHKD BY:

FIELD BK:

CITY OF MURRIETA
SHEET

ENGINEERING DEPARTMENT
SHEETS
C
A
LL
GI
D

UOYERFEB
Underground Service Alert
Call: TOLL FREE

TWO WORKING DAYS BEFORE YOU DIG
O
1-800-422-4133
SEAL:

HORIZONTAL SCALE: AS NOTED
VERTICAL SCALE: AS NOTED
PREPARED BY: DATE:

ENGINEER OF WORK

DATE INITIAL

REVISION DESCRIPTION
SHT.

NO.

DATE

CITY APPROVAL

INITIAL
15 REVISION DATE:

The receipt of As-Built Plans and City's acceptance thereof does not "AS BUILT"
absolve the Subdivider/Developer of any responsibility for their accuracy.

Engineer of work: Date:

EXP.RCE

APPROVED FOR SIGNATUREBENCH MARK
DESCRIPTION:

LOCATION:

RECORDED:

ELEVATION: DATUM:

PAVEMENT REHABILITATION PROJECT
09-JUN-2025PAVING PLAN

STATE OF CALIFORNIA

REGISTERED PROFESSIONAL ENGINEER
CIVIL
No. 69471
BRIAN R. STEPHENSON
AE/BRS

MURRIETA HOT SPRINGS ROAD
RR/AE
EXP. DATE: 6/30/25
R.C.E. 58994

CITY ENGINEER
JEFFREY J. HITCH,PE DATE
BRIAN R. STEPHENSON R.C.E. No. 69471
ROBERT K. MOEHLING, DIRECTOR OF PUBLIC WORKS
5620 FRIARS ROAD
SAN DIEGO, CA 92110
619-291-0707
rickengineering.com

SANTA CLARITA PHOENIX TUCSON LAS VEGAS DENVER

SAN DIEGO ORANGE RIVERSIDE SACRAMENTO SAN LUIS OBISPO 23-478
GRAPHIC SCALE 1" = 40'
02040 40 120 80
13 ANTELOPE ROAD
S
E
E
B
E
LO
W
LE
F
T
M
A
T
C
H
LIN
E
S
E
E
A
B
O
V
E
R
IG
H
T
M
A
T
C
H
LIN
E
S
E
E
S
H
E
E
T 14
M
A
TC
H
LIN
E
L
IM
IT
S
P
R
O
J
E
C
T

ANTELOPE ROAD

ANTELOPE ROAD
AVENUE

M APLETON
12'
12'
6'
15'
14'
16'
12'
14'
5'
6'
12'
12'
6'
6'
12'
12'
6'
6'
20'
9'
12'
R1-1
(R1-1)

STRIPING DETAIL NO.

TS

PROPOSED SIGN PROPOSED SIGN

EXISTING SIGN

TRAFFIC SIGNAL
XX
PM

PAVEMENT MARKING

THERMOPLASTIC

SIGNING AND STRIPING PLAN
PM12" WHITE 27B 200'38

PMIV(L)

TYPE PMIV(L)
TYPE 22 29
27B
29 27B
27B
22 27B
27B 22
27B
27B
22 27B
27B
29 (R2-1(50))
LIMIT
SPEED
50 R2-1(50)R1-1
STOP
W3-1
(W3-1)
(R1-1)

EXISTING SIGN LEGEND
LEGEND
VARIES
VARIES
27B
120' TRANSITION 500' TAPER
TS
9 CONSTRUCTION NOTES:
9 SHEETING @ 30' SPACING

MARKERS WITH WHITE RETROREFLECTIVE

REMOVE AND REPLACE TYPE Q (CA) OBJECT
06/09/25
06/09/25
06/09/25
706
APPROVED:

DATE:
09-JUN-2025 11:21
\\cp.rickeng.com\projects\C19500\19981_MurrietaPavementRehab\Traffic\PlanSets\SD CorpStds 2005.dscript \\cp.rickeng.com\projects\C19500\19981_MurrietaPavementRehab\Traffic\PlanSets\19981_14_Str-AntelopeRd.dgn R.C.E. No. 63056 EXP. DATE: 6-30-26
PROJECT No. DRAWING No.DWN BY:

CHKD BY:

FIELD BK:

CITY OF MURRIETA
SHEET

ENGINEERING DEPARTMENT
SHEETS
C
A
LL
GI
D

UOYERFEB
Underground Service Alert
Call: TOLL FREE

TWO WORKING DAYS BEFORE YOU DIG
O
1-800-422-4133
SEAL:

HORIZONTAL SCALE: AS NOTED
VERTICAL SCALE: AS NOTED
PREPARED BY: DATE:

ENGINEER OF WORK

DATE INITIAL

REVISION DESCRIPTION
SHT.

NO.

DATE

CITY APPROVAL

INITIAL
15 REVISION DATE:

The receipt of As-Built Plans and City's acceptance thereof does not "AS BUILT"
absolve the Subdivider/Developer of any responsibility for their accuracy.

Engineer of work: Date:

EXP.RCE

APPROVED FOR SIGNATUREBENCH MARK
DESCRIPTION:

LOCATION:

RECORDED:

ELEVATION: DATUM:

PAVEMENT REHABILITATION PROJECT
09-JUN-2025

STATE OF CALIFORNIA

REGISTERED PROFESSIONAL ENGINEER
CIVIL
No. 69471
BRIAN R. STEPHENSON
AE/BRS

MURRIETA HOT SPRINGS ROAD
RR/AE
EXP. DATE: 6/30/25
R.C.E. 58994

CITY ENGINEER
JEFFREY J. HITCH,PE DATE
BRIAN R. STEPHENSON R.C.E. No. 69471
ROBERT K. MOEHLING, DIRECTOR OF PUBLIC WORKS
5620 FRIARS ROAD
SAN DIEGO, CA 92110
619-291-0707
rickengineering.com

SANTA CLARITA PHOENIX TUCSON LAS VEGAS DENVER

SAN DIEGO ORANGE RIVERSIDE SACRAMENTO SAN LUIS OBISPO 23-478
GRAPHIC SCALE 1" = 40'
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22 39
12 150'

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90'38
12 29

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39 12
29 PM12" WHITE
X-WALK
10'
10'
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PMIV(L)
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6" WIDE, SOLID WHITE STRIPE.1
W74(CA)
LEFT
MERGE

TRAFFIC
THRU
LIMIT
SPEED
50 R2-1(50)

PMIV(L)
TYPE

PMIV(L)
TYPE
(W74(CA))
(R2-1(50))
R81B(CA)
END
R81B(CA))
(R81(CA)/
R81(CA)

BIKE LANE
W4-2(R)
(W4-2(R))

EXISTING SIGN LEGEND
CONSTRUCTION NOTES:

LEGEND
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150'

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9 9
SHEETING @ 30' SPACING.

MARKERS WITH WHITE RETROREFLECTIVE

REMOVE AND REPLACE TYPE Q (CA) OBJECT
10 SHEETING @ 5' SPACING.

MARKERS WITH YELLOW RETROREFLECTIVE

REMOVE AND REPLACE TYPE Q (CA) OBJECT
10 22
10 90' TRANSITION

PROPOSED SIGN LEGEND

BIKE LANE
P
R7-9(MOD)
R7-9(MOD)

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& ARROW

WITH PERSON
SYMBOL

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& ARROW

WITH PERSON
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& ARROW

WITH PERSON
SYMBOL

BIKE LANE
06/09/25
06/09/25
06/09/25
707
APPROVED:

DATE:
09-JUN-2025 11:21
\\cp.rickeng.com\projects\C19500\19981_MurrietaPavementRehab\Traffic\PlanSets\SD CorpStds 2005.dscript \\cp.rickeng.com\projects\C19500\19981_MurrietaPavementRehab\Traffic\PlanSets\19981_15_Str-ElmSt.dgn R.C.E. No. 63056 EXP. DATE: 6-30-26
PROJECT No. DRAWING No.DWN BY:

CHKD BY:

FIELD BK:

CITY OF MURRIETA
SHEET

ENGINEERING DEPARTMENT
SHEETS
C
A
LL
GI
D

UOYERFEB
Underground Service Alert
Call: TOLL FREE

TWO WORKING DAYS BEFORE YOU DIG
O
1-800-422-4133
SEAL:

HORIZONTAL SCALE: AS NOTED
VERTICAL SCALE: AS NOTED
PREPARED BY: DATE:

ENGINEER OF WORK

DATE INITIAL

REVISION DESCRIPTION
SHT.

NO.

DATE

CITY APPROVAL

INITIAL
15 REVISION DATE:

The receipt of As-Built Plans and City's acceptance thereof does not "AS BUILT"
absolve the Subdivider/Developer of any responsibility for their accuracy.

Engineer of work: Date:

EXP.RCE

APPROVED FOR SIGNATUREBENCH MARK
DESCRIPTION:

LOCATION:

RECORDED:

ELEVATION: DATUM:

PAVEMENT REHABILITATION PROJECT
09-JUN-2025

STATE OF CALIFORNIA

REGISTERED PROFESSIONAL ENGINEER
CIVIL
No. 69471
BRIAN R. STEPHENSON
AE/BRS

MURRIETA HOT SPRINGS ROAD
RR/AE
EXP. DATE: 6/30/25
R.C.E. 58994

CITY ENGINEER
JEFFREY J. HITCH,PE DATE
BRIAN R. STEPHENSON R.C.E. No. 69471
ROBERT K. MOEHLING, DIRECTOR OF PUBLIC WORKS
5620 FRIARS ROAD
SAN DIEGO, CA 92110
619-291-0707
rickengineering.com

SANTA CLARITA PHOENIX TUCSON LAS VEGAS DENVER

SAN DIEGO ORANGE RIVERSIDE SACRAMENTO SAN LUIS OBISPO 23-478
STOP
GRAPHIC SCALE 1" = 40'
02040 40 120 80
15 S
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LO
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DW Y
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54'
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40'
28'
10'
10'
12'
16'
R1-1
(R1-1)

STRIPING DETAIL NO.

TS

PROPOSED SIGN PROPOSED SIGN

EXISTING SIGN

TRAFFIC SIGNAL
XX
PM

PAVEMENT MARKING

THERMOPLASTIC

SIGNING AND STRIPING PLAN
PM
22 29
60'38
29 100'37B
22 160'38 160'38 PMIV(L)
TYPE
155'38

PMIV(L)
TYPE
PM12" WHITE
X-WALK
PM"STOP"
R1-1
STOP
10'

EXISTING SIGN LEGEND
LEGEND
(R1-1)

LIMIT LINE
12" WHITE
50'

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TYPE PMIV(L)
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VARIES

TRANSITION
60'
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15 Overview Map
F
Los Alamos Road, Antelope Road, & Elm Street
Pavement Rehabilitation Project
(CIP 13047, City Project No. 23-478)
07/22/25
CIP 13047
0 1,000500
Feet Vicinity Map
G:\GISData\Departments\Planning\ArcMapDocs_24\VicinityMap2024.aprx 215

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709

CITY OF MURRIETA
City Council Meeting Agenda
Report
8/19/2025
Agenda Item No. 21.

TO: HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL
FROM: Bob Moehling, Public Works Director
PREPARED BY: James Ozouf, Senior Civil Engineer, CIP
SUBJECT:

Resolution of Necessity for Secondary Emergency Access

RECOMMENDATION
Conduct a Hearing; and
Adopt Resolution No. 25-4883 by at least a four-fifths vote for acquisition by Eminent Domain of certain real property entitled: A Resolution of the City Council of the City of Murrieta, California, Declaring that Public Interest and Necessity Require Acquisition of Interests in a Portion of the Property known as Assessor’sParcel No. 949-130-050.

PRIOR ACTION/VOTE
None.

CITY COUNCIL GOAL
Plan, program and create infrastructure development.

DISCUSSION
Various vacant properties within the vicinity of Juniper Street and Berlie Street cannot be developed due to the lack of secondary access, as required by State law. At present, these properties, as well as the neighborhood directly to the east, have only a single access to Hancock Avenue via Milkwood Lane. The Fire Code requires many of these properties to have secondary access should the primary access become compromised during an emergency.

Staff has determined that an easement across the property located at 24712 Via Silva, legally described as Assessor’sParcel Number 949-130-050, will provide the necessary secondary access by connecting Berlie Street to Heirloom Court/Via Silva. The easement will continue to allow pedestrian access along the existing path. The total area of the proposed easement is approximately 2,060 square feet.

Once the easement area is acquired, a secondary access driveway (Project) will be constructed between Berlie Street and Heirloom Court/Via Silva. The Project will consist of constructing a 22-foot-wide asphalt CITY OF MURRIETA Printed on 8/14/2025Page 1 of 2
powered by Legistar™
710
8/19/2025
Agenda Item No. 21.

Berlie Street and Heirloom Court/Via Silva. The Project will consist of constructing a 22-foot-wide asphalt driveway within the proposed 30-foot-wide easement. Locked, emergency-access gates will be installed at both ends of the driveway, prohibiting daily use by motorists. The gates will be separated and set four (4) feet apart to allow pedestrians to freely pass through. If an emergency occurs, public safety crews and local residents will have the ability to open the gates and allow vehicles to pass through. Signs will be posted on both ends, signifying that the driveway is for emergency purposes only.

The Project has been planned in a manner that is most compatible with the greatest public good. Acquiring the easement to create secondary emergency access is in the public interest and necessary.

Prior to the City’s involvement, an owner of a nearby vacant parcel was able to successfully hire a civil engineering firm, draw up preliminary design plans, create a plat and legal along with the corresponding Grant Deed of Easement document between Parvin Khalighi, the owner of 24712 Via Silva, and the City of Murrieta, and submit an Easement Dedication application to the City for the purpose of creating the emergency vehicle and access path through a 30’wide easement between Heirloom Court and Berlie Street. The City submitted the Grant Deed of Easement to the County for recording in October of 2022, but it was rejected and returned to the City in December of 2022 for correction and resubmission due to a minor error relating to the notary.

The City contacted Khalighi to rectify the notarization error, but they declined and expressed interest in negotiating new terms and conditions directly with the City in exchange for the easement.

To acquire the necessary easement for this Project, the City issued a Notice of Decision to Appraise to the property owner in February 2025. This was followed by an offer letter to acquire the necessary property based on the appraised value, which was mailed on June 9, 2025. After more than 30 days of negotiations, the City has not been able to come to an agreement with the property owner regarding the terms of the City’soffer.

Due to the need to move forward with the Project, staff recommends approval of a Resolution of Necessity, should the City elect to acquire the necessary easement by Eminent Domain. Negotiations are expected to continue to reach a settlement.

A Notice of Hearing regarding the adoption of the Resolution of Necessity to acquire property by Eminent Domain was mailed to the property owner on July 21, 2025.

FISCAL IMPACT
There is no direct fiscal impact to adopting a Resolution of Necessity. Should an eminent domain action be commenced, sufficient funding is available in CIP 8043 to support easement acquisition expenses.

ATTACHMENTS

1. Resolution No. 25-4883

2. Vicinity Map
CITY OF MURRIETA Printed on 8/14/2025Page 2 of 2
powered by Legistar™
711

01375.0024 2017801.2
RESOLUTION NO. 25-4883

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF MURRIETA,

CALIFORNIA, DECLARING THAT PUBLIC INTEREST AND NECESSITY

REQUIRE ACQUISITION OF INTERESTS IN A PORTION OF THE
PROPERTY KNOWN AS ASSESSOR'S PARCEL NO. 949-130-050

WHEREAS, for the public purposes set forth herein, the City of Murrieta, California is authorized to acquire property through the exercise of eminent domain pursuant to Section 19 of Article 1 of the California Constitution, Section 1240.010 through 1240.050 of the California Code of Civil Procedure, and Sections 37350, 37350.5, 37353, and 40404 of the California Government Code; and

WHEREAS, the “Project” for the purposes of this acquisition is the construction of an emergency vehicle and pedestrian access corridor, which generally consists of the construction of a 22-foot-wide paved secondary emergency access road within a 30-foot wide easement between Heirloom Court and Berlie Street (referred to herein as the “Project”); and

WHEREAS, to carry out and make effective the principal purpose of the Project, it is necessary for the City of Murrieta to acquire street right-of-way in a permanent easement in gross (hereinafter the “Interests”) in a portion of certain privately owned real property located at 24712 Via Silva, Murrieta, CA 92562 (Lot 7 of Tract 30435 as shown by map on file in Book 413, Pages 97 to 99 inclusive of Maps recorded in the office of the County Recorder of the County of Riverside), Assessor’s Parcel No. 949-130-050 (hereinafter the “Property”); and

WHEREAS, the portion of the Property in which the City seeks to acquire a permanent easement in gross is described in Exhibit “A” which is attached hereto and incorporated by this reference, and depicted on the diagram attached hereto as Exhibit “B” which is incorporated herein by this reference; and

WHEREAS, on or about June 9, 2025, the City made a written offer to acquire the Interests to the record owners of the Property at an amount that was not less than the appraised fair market value in compliance with Government Code Section 7267.2(a), and the owners of the Property have not accepted said offer or otherwise conveyed the Interests to the City as of the date of this Resolution; and

WHEREAS, on July 21, 2025, a Notice of Intent to Adopt a Resolution of Necessity for Acquisition of the Interests in certain real property identified as Assessor’s Parcel No. 949-130-050 (a copy of which is attached hereto as Exhibit “C” and incorporated by this reference) was mailed to all persons whose names appear on the last equalized County Assessment Roll as having an ownership interest in the Property, and to the address appearing on said Roll, which Notice of Hearing advised said persons of their right to be heard on the matters referred to therein on the date and at the time and place stated therein; and

WHEREAS, the hearing that was the subject of said Notice of Hearing was held on August 19, 2025, at the time and place stated therein and all interested parties were given an 712

01375.0024 2017801.2
opportunity to be heard on the following matters:
(a) Whether the public interest and necessity require the Project; (b) Whether the Project is planned or located in a manner which is most compatible with the greatest public good and the least private injury; (c) Whether the Interests proposed to be acquired are necessary for the Project; (d) Whether an offer meeting the requirements of Government Code Section 7267.2 has been made to the owner or owners of record;
(e) Whether all other prerequisites for the exercise of eminent domain to acquire the Interests have been met; and

WHEREAS, the City Council, as a result of such hearing, has determined that the public health, safety, and welfare require the City to acquire the Interests in the Property for the stated purposes.

NOW THEREFORE, BE IT RESOLVED, that the City Council hereby does find, determine, and declare based upon evidence presented to it as follows:

Section 1. The staff report presented regarding this matter at the August 19, 2025, hearing is incorporated herein by this reference. The facts referenced in the staff report and the recitals above are found to be true and are incorporated herein by this reference. The findings made by the City Council herein are supported by substantial evidence contained in the record of this proceeding.

Section 2. The street right-of-way to be acquired is located within the City of Murrieta, County of Riverside, State of California, Assessor's Parcel No. 949-130-050, comprising a total of 2,060 square feet, is described in Exhibit “A” and depicted in Exhibit “B”.

Section 3. The public interest, convenience, and necessity require the Project to accommodate growth and development and provide a required secondary emergency access road between Heirloom Court and Berlie Street. Currently, both Heirloom Court and Berlie Street have only a single route of access; however, in the event of an emergency, a second route of access may be made necessary by the emergency conditions. The Project consists only of the construction of a 30-foot-wide paved secondary emergency access road between Heirloom Court and Berlie Street. The Project will improve safety and emergency vehicle response times.

Section 4. The Project is planned in the manner which will be the most compatible with the greatest public good and the least private injury. Constructing an access road between Heirloom Court and Berlie Street is the only method of providing a secondary emergency access road between the two locations. Other considered alternatives would be cost prohibitive and have a greater impact on private property owners because more private property would need to be acquired than is necessary for providing emergency access.

Section 5. The acquisition of the Interests in the Property is necessary for the Project because without the Interests, the Project cannot be completed. Acquisition of the Interests is expressly authorized by Section 19 of Article 1 of the California Constitution, California Code of 713

01375.0024 2017801.2
Civil Procedure Sections 1240.010 through 1240.050 and Government Code Sections 37350, 37350.5, 37353, and 40404.

Section 6. The City hereby finds that it can be seen with certainty that the Project falls within the common-sense exception to the California Environmental Quality Act, as described in Title 14 of the California Code of Regulations, section 15061(b)(3), because the Project does not have the potential to cause a significant effect on the environment due to the small amount of roadway to be constructed and the fact that the road is only for emergency use, not for public use.

Section 7. The offer required by Government Code Section 7267.2 has been made to the owners of record of the Property, by way of letter dated June 9, 2025, and the owners of record of the Property have not accepted the City’s offer or made an acceptable counter offer.

Section 8. The City hereby declares its intent to acquire the Interests in the portion of the Property described in Exhibit “A” in the City’s name, in accordance with the provisions of the law of the State of California and finds that all conditions, statutory requirements and prerequisites to the exercise of eminent domain to acquire the Interests described herein and the Project have been complied with by the City.

Section 9. The law firm of Aleshire & Wynder, LLP, is hereby authorized and directed to prepare, institute, and prosecute in the name of the City such proceedings, in the Court having proper jurisdiction thereof, as may be necessary for the acquisition of the Interests in a portion of the Property in accordance with the provisions of the California Eminent Domain Law and the Constitution of California. Said counsel are also authorized and directed to obtain any necessary order of the Court granting the City the right of immediate possession and occupancy of the Property.

PASSED, APPROVED and ADOPTED at a regular meeting of the City Council of the City of Murrieta this 19th day of August, 2025.

___________________________________
Cindy Warren, Mayor

ATTEST:

_____________________________
Cristal McDonald, City Clerk

APPROVED AS TO FORM:
_____________________________
Tiffany J. Israel, City Attorney
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01375.0024 2017801.2

STATE OF CALIFORNIA )
COUNTY OF RIVERSIDE ) ss.

CITY OF MURRIETA )

I, CRISTAL MCDONALD, City Clerk of the City of Murrieta, California, do hereby certify that Resolution No. 25-4883 was adopted by the City Council of the City of Murrieta at a regular meeting held on the 19th day of August, 2025, and that the same was adopted by the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:

___________________________________
Cristal McDonald, City Clerk
715

A-1

EXHIBIT “A

LEGAL DESCRIPTION OF EMERGENCY VEHICLE AND PEDESTRIAN ACCESS

EASEMENT

716

B-1

EXHIBIT “B”

PLAT MAP FOR EMERGENCY VEHICLE AND PEDESTRIAN ACCESS EASEMENT

DEDICATION

717

C-1

EXHIBIT “C”

NOTICE OF INTENT TO ADOPT RESOLUTION OF NECESSITY

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C-2

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CORTE DELGADO

V I A R E A T A

JUNIPER ST

VIA SILVA

H E I R L O O M
C T

B E R L I E S T
24712 VIA
SILVA
215
15 Overview Map
F
24712 Via Silva - 30' Wide Easement
between Heirloom Ct & Berlie St 7/23/25
APN:
949-130-050
0 200100
Feet Vicinity Map
G:\GISData\Departments\Planning\ArcMapDocs_24\VicinityMap2024.aprx 720

CITY OF MURRIETA
City Council Meeting Agenda
Report
8/19/2025
Agenda Item No. 22.

TO: HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL
FROM: Bob Moehling, Public Works Director
PREPARED BY: Jeff Hitch, City Engineer
SUBJECT:

Engineering Design Services for the Keller Road at I-215 Interchange Project, CIP No. 8449

RECOMMENDATION
Approve the Agreement for engineering design services for the Keller Road at I-215 Interchange, Capital Improvement Plan (CIP) No. 8449, with Mark Thomas & Company, Inc., in the amount of $1,837,160.59; Authorize a 10% engineering design contingency of $183,716; and Authorize the City Manager to execute the Agreement and any amendments to the Agreement not-to-exceed 10% of the contract amount.

PRIOR ACTION/VOTE
On July 18, 2018, the City Council adopted Resolution No. 18-3952, approving Amendment No. 8 to the Design Engineering Services Agreement with Jacobs Engineering, Inc. (Vote: 5-0).

On June 3, 2025, the City Council adopted Resolution No. 25-4836, approving the Capital Improvement Plan budget for Fiscal Year 2024/25, and the Fiscal Year 2024/2025 to 2028/29 Capital Improvement Plan, which included the Keller Road at I-215 Interchange project, CIP No. 8449 (Vote: 5-0).

CITY COUNCIL GOAL
Plan, program and create infrastructure development.

DISCUSSION
The Keller Road at Interstate 215 (I-215) Interchange project, CIP 8449, is a top City infrastructure priority project. The project was initiated in 2010 and proposes to construct a new interchange one (1) mile south of the existing Scott Road Interchange on I-215. At that time, the construction cost was estimated at $12,000,000.

Jacobs Engineering Group (JEG) has completed the project's design work to date, which includes the completion of the Project Initiation Document and Preliminary Environmental Analysis Report , as well as CITY OF MURRIETA Printed on 8/14/2025Page 1 of 2
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Agenda Item No. 22.
completion of the Project Initiation Document and Preliminary Environmental Analysis Report , as well as continuing work on the Project Approval/Environmental Documentation (PA/ED) documents. The PA/ED was stalled as a result of Caltrans requiring the completion of an Environmental Impact Report (EIR) due to the State’sreliance on Vehicle Miles Traveled (VMT) analysis and other cumulative impact studies. JEG also prepared the Plans, Specifications, and Estimates (PS&E) documents up to the 65% level, which were submitted to Caltrans in June 2025, to begin the review and approval process.

Caltrans approved the Draft Project Report and Draft Environmental Document (DED) in June 2025. The DED was made available for public review via a Notice of Availability of an Environmental Assessment . An open forum hearing was held at City Hall on July 8, 2025, with five (5) residents attending and providing verbal comments. The closure of the public review period occurred on July 29, 2025. JEG will address all comments submitted during the public review period, which will allow Caltrans to submit the DED to the Federal Highway Administration for review and approval. JEG will continue to facilitate the approval of the DED, at which point the environmental document will be deemed complete and will obtain the status of a Final Environmental Document (FED). After the FED approval, the City’sagreement for engineering services with JEG will be deemed complete and terminated.

The City decided to open the next phase of the project design process to all qualified design firms. The required tasks are to complete the final design, including advancing the 65% PS&E documents to 100% status, complete right-of-way engineering, and provide construction design support.

On April 17, 2025, the City advertised a Request for Qualifications (for the final engineering design services for the project via PlanetBids. The City received four (4) Statements of Qualifications and sealed proposals on May 15, 2025. The Engineering Division formed a four (4) person review panel, including Caltrans, the City of Menifee, and two (2) members of the Engineering team, to review and score the SOQs. The panel selected Mark Thomas & Company, Inc. (MTC) as the most qualified firm. MTC is a full-service, multi-disciplinary consulting corporation that specializes in planning and designing Caltrans interchanges, complete streets, and multi-modal connectivity projects. After negotiations with MTC, staff settled on the remaining scope of work outlined in the Agreement for a fee of $1,837,160.59. Staff recommends approving a 10% contingency in the event of minor additions that would be subject to approval by the City Manager.

FISCAL IMPACT
Funding in the amount of $1,837,160.59, plus a ten percent (10%) contingency of $183,716, is available in CIP No. 8449. The funding necessary for this agreement is made up of $1,600,545 available in Fund 380 State Transportation Improvement Program and the remaining $420,331.59 available in Fund 128 DIF-Freeway.

ATTACHMENTS

1. Agreement with Mark Thomas & Company, Inc.

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AGREEMENT BETWEEN THE CITY OF MURRIETA
AND
MARK THOMAS AND COMPANY, INC.

Project Name/Description (“Project”): I-215/Keller Road Interchange, CIP No. 8449

Contract Number:

Consultant Name (“Consultant”): Mark Thomas & Company, Inc.

Consultant Business Type: Corporation

Consultant Address: 4200 Concours Street, Suite 330, Ontario, CA 91764

Consultant Representative Name and Title (“ Consultant Representative”): Zach Siviglia, PE / President

Consultant Representative Work Phone and Email: (909) 291-7246 / [email protected]

Termination date: June 30, 2028

Total Not-To-Exceed Contract Amount (“Contract Sum”): $1,837,160.59

City Department Contact (“Department Contact”): Robert K. Moehling, Director of Public Works

Department Contact Work Phone and Email: (951) 461-6036 / [email protected]

Is Federal Funding Being Used to Fund Any Part of The Project (Yes/No): Yes

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RECITALS

The City desires to contract with a Consultant to provide professional services, specifically construction management and inspection services, for the I-215/Keller Road Interchange Project, CIP No. 8449, as further set forth herein.

The City circulated a Request for Quotes or Proposals for the above-described professional services.

Consultant submitted a proposal to City to provide the above -described professional services.

City Staff has reviewed all the proposals and, after considering the demonstrated competence of Consultant, the professional qualifications of Consultant, and the fairness and reasonableness of Consultant’s proposed cost, staff has determined that an agree ment to provide the required services should be awarded to Consultant.

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AGREEMENT FOR PROFESSIONAL SERVICES
WITHIN THE CITY OF MURRIETA (“CITY”)

THIS AGREEMENT FOR SERVICES (“Agreement”) is made and entered into as of the effective date executed by the City by and between CITY OF MURRIETA, a California municipal corporation (“ City”) and Mark Thomas Company Inc., a California municipal corporation (“Consultant”). City and Consultant may be referred to individually as “Party” or collectively as “Parties.” In consideration of the mutual promises and covenants made by the Parties and contained herein and other consideration, the value and adequacy of which are hereby acknowledged, the Parties agree as follows:

ARTICLE 1. SERVICES OF CONSULTANT

1.1 Scope of Service s. In compliance with all the terms and conditions of this Agreement, Consultant shall provide those services specified in the “Scope of Services” attached hereto as Exhibit A and incorporated herein by this reference, which may be referred to herein as the “services” or “work” hereunder. As a material inducement to City entering into this Agreement, Consultant represents and warrants: a) it has the qualifications, experience, and facilities necessary to properly perform the Services required under this Agreement b) all services set forth in the Scope of Services will be performed in a competent and satisfactory manner; c) all materials used for services will be both of good quality as well as fit for the purpose intended; and, d) Consultant shall follow the highest professional standards and practices in performing the services required hereunder.

1.2 Consultant’s Proposal. The Scope of Services shall include the scope of services or work included in Consultant’s proposal or bid, which shall be incorporated herein by this reference as though fully set forth herein. In the event of any inconsistency between the terms of such p roposal or bid, and this Agreement, the terms of this Agreement shall govern. No other terms and conditions from Consultant’s proposal or bid, other than description of scope of services or work, shall apply to this Agreement, unless specifically agreed to by City in writing.

1.3 Compliance with Law . All services rendered hereunder shall be provided in accordance with all ordinances, resolutions, statutes, rules, and regulations of City and any federal, State, or local governmental agency having jurisdiction in effect at the time services are rendered. City, and its officers, employees and agents, shall not be liable at law or in equity for failure of Consultant to comply with this Section.

1.4 Licenses, Permits, Fees and Assessments. Consultant shall obtain at its sole cost and expense such licenses, permits, and approvals as may be required by law for the performance of the services required by this Agreement. Consultant shall have the sole obligation to pay for any fees, assessments, and taxes, plus applicable penalties and interest, which may be imposed by law and arise from or are necessary for Consultant’s performance of the services required by this Agreement, and shall 725

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indemnify, defend, and hold harmless City against any such fees, assessments, taxes, penalties, or interest levied, assessed or imposed against City hereunder.

1.5 Familiarity with Work. By executing this Agreement, Consultant represents and warrants Consultant: a) has thoroughly investigated and considered services to be performed, b) has carefully considered how services should be performed , and c) fully understands the facilities, difficulties and restrictions attending performance of services under this Agreement.

1.6 Software and Computer Services. If the Scope of Services includes the provision and/or installation of any software, computer system, or other computer technology, Consultant represents and warrants that it is familiar with and/or has inspected City’s current infrastructure, equipment, c omputer system and software and that the software, computer system, or other computer technology provided and/or installed by Consultant under this Agreement is compatible, and shall be fully functional, with such infras tructure, equipment, computer system, and software of City. Consultant acknowledges that City is relying on this representation by Consultant as a material consideration in entering into this Agreement.

1.7 Prevailing Wages. If services include any “public work” or “maintenance work,” as those terms are defined in California Labor Code section 1720 et seq . and California Code of Regulations, Title 8, section 16000 et seq ., and if the total compensation is $1,000 or more, Consultant shall pay prevailing wages for such work and comply with the requirements in California Labor Code section 1770 et seq. and 1810 et seq., and all other applicable laws. Pursuant to section 1773 of the Labor Code, the City Council has obtained the gen eral prevailing rate of per diem wages and the general rate for holiday and overtime work in this locality for each craft, classification, or type of workman needed to execute this Agreement, from the Director of the Department of Industrial Relations. These rates are on file with the City Clerk. Copies may be obtained at cost at the City Clerk’s office. Consultant shall post a copy of such rates at their office and shall pay the adopted prevailing wage rates as a minimum. If applicable, Consultant shall co mply with the provisions of sections 1773.8, 1778 1755, 1777.5, 1777.6, and 1813 of the Labor Code and any other applicable laws. Consultant shall forfeit to City, as a penalty, the sum of fifty dollars ($50.00) for each calendar day, or portion thereof, for each laborer, worker, or mechanic employed, paid less than the stipulated prevailing rates for any work done under this Agreem ent, by Consultant or by any sub - consultant under Consultant, in violation of the provisions of this Agreement.

1.8 Special Requirements. Additional terms and conditions of this Agreement, if any, which are made a part hereof are set forth in the “Special Requirements” attached hereto as Exhibit B and incorporated herein by this reference. In the event of a conflict between the provisions of Exhibit B and any other provisions of this Agreement, the provisions of Exhibit B shall govern.

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1.9 Monthly Written Reports. The Consultant shall prepare and submit to the City’s Department Contact , a monthly written report specifying the activities of Consultant pursuant to this Agreement. Consultant shall prepare the monthly written report in a format acceptable to the City and submit it by the second Friday of each month.

1.10 Disadvantaged Business Enterprise (DBE) Participation.

A. Consultant, subrecipient ( City), or subconsultant shall take necessary and reasonable steps to ensure that DBEs have opportunities to participate in the contract (49 CFR 26). To ensure equal participation of DBEs provided in 49 CFR 26.5, the City shows a contract goal for DBEs. Consultant shall make work available to DBEs and select work parts consistent with available DBE subconsultants and suppliers.

Consultant shall meet the DBE goal shown elsewhere in these special provisions or demonstrate that they made adequate Good Faith Efforts (GFE) to meet this goal. It is Consultant’s responsibility to verify at date of proposal opening that the DBE firm is certified as a DBE by using the California Unified Certification Program (CUCP) database and possesses the most specific available North American Industry Classification System (N AICS) codes and work code applicable to the type of work the firm will perform on the contract.

Additionally, the Consultant is responsible to document the verification record by printing out the CUCP data for each DBE firm. A list of DBEs certified by the CUCP can be found at https://dot.ca.gov/programs/civil-rights/dbe-search.

All DBE participation will count toward the California Department of Transportation’s federally mandated statewide overall DBE goal. Credit for materials or supplies Consultant purchases from DBEs counts towards the goal in the following manner:
• 100 percent counts if the materials or supplies are obtained from a DBE manufacturer.
• 60 percent counts if the materials or supplies are purchased from a DBE regular dealer.
• Only fees, commissions, and charges for assistance in the procurement and delivery of materials or supplies count if obtained from a DBE that is neither a manufacturer nor regular dealer. 49 CFR 26.55 defines "manufacturer" and "regular dealer."

This Agreement is subject to 49 CFR 26 entitled “Participation by Disadvantaged Business Enterprises in Department of Transportation Financial Assistance Programs”. Consultants who enter into a federally -funded agreement will assist the City in a good faith effort to achieve California's statewide overall DBE goal.

B. The goal for DBE participation for this Agreement is 22%. Participation by DBE Consultant or subconsultants shall be in accordance with information 727

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contained in Exhibit 10 -O2: Consultant Contract DBE Commitment attached hereto and incorporated as part of the Agreement in Exhibit G . If a DBE subconsultant is unable to perform, Consultant must make a good faith effort to replace him/her with another DBE subconsultant, if the goal is not otherwise met.

C. Consultant can meet the DBE participation goal by either documenting commitments to DBEs to meet the Agreement goal, or by documenting adequate good faith efforts to meet the Agreement goal. An adequate good faith effort means that the Consultant must show that it took all necessary and reasonable steps to achieve a DBE goal that, by their scope, intensity, and appropriateness to the objective, could reasonably be expected to meet the DBE goal. If Consultant has not met the DBE goal, complete and submit Exhibit 15- H: Proposer/Contractor Good Faith Efforts to document efforts to meet the goal.

Refer to 49 CFR 26 for guidance regarding evaluation of good faith efforts to meet the DBE goal.

D. Contract Assurance

Under 49 CFR 26.13(b):

Consultant, subrecipient or subconsultant shall not discriminate on the basis of race, color, national origin, or sex in the performance of this contract.

Consultant shall carry out applicable requirements of 49 CFR 26 in the award and administration of federal-aid contracts.

Failure by the Consultant to carry out these requirements is a material breach of this contract, which may result in the termination of this contract or such other remedy as the recipient deems appropriate, which may include, but is not limited to:
(1) Withholding monthly progress payments;
(2) Assessing sanctions;
(3) Liquidated damages; and/or
(4) Disqualifying Consultant from future proposing as non-responsible

E. Termination and Replacement of DBE Subconsultants

Consultant shall utilize the specific DBEs listed to perform the work and supply the materials for which each is listed unless Consultant or DBE subconsultant obtains the City’s written consent. Consultant shall not terminate or replace a listed DBE for convenience and perform the work with their own forces or obtain materials from other sources without authorization from the City. Unless the City’s consent is provided, the Consultant shall not be entitled to any payment for work or material unless it is pe rformed or supplied by the listed DBE on the Exhibit 10-02: Consultant Contract DBE Commitment form.

Termination of DBE Subconsultants
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After execution of the Agreement, termination of a DBE may be allowed for the following, but not limited to, justifiable reasons with prior written authorization from the City:

1. Listed DBE fails or refuses to execute a written contract based on plans and specifications for the project.

2. The City stipulated that a bond is a condition of executing the subcontract and the listed DBE fails to meet the City’s bond requirements.

3. Work requires a consultant's license and listed DBE does not have a valid license under Contractors License Law.

4. Listed DBE fails or refuses to perform the work or furnish the listed materials (failing or refusing to perform is not an allowable reason to remove a DBE if the failure or refusal is a result of bad faith or discrimination).

5. Listed DBE's work is unsatisfactory and not in compliance with the contract.

6. Listed DBE is ineligible to work on the project because of suspension or debarment.

7. Listed DBE becomes bankrupt or insolvent or exhibits credit unworthiness.

8. Listed DBE voluntarily withdraws with written notice from the Contract.

9. Listed DBE is ineligible to receive credit for the type of work required.

10. Listed DBE owner dies or becomes disabled resulting in the inability to perform the work on the Contract.

11. The City determines other documented good cause.

Consultant must use the following procedures to request the termination of a DBE or portion of a DBE’s work:

1. Send a written notice to the DBE of the Consultant’s intent to use other forces or material sources and include one or more justifiable reasons listed above. Simultaneously send a copy of this written notice to the City. The written notice to the DBE must request they provide any response within five (5) business days to both the Consultant and the City by either acknowledging their agreement or documenting their reasoning as to why the use of other forces or sources of materials should not occur.

2. If the DBE does not respond within five (5) business days, Consultant may move forward with the request as if the DBE had agreed to Consultant’s written notice.

3. Submit Consultant’s DBE termination request by written letter to the City and include:
• One or more above listed justifiable reasons along with supporting documentation.
• Consultant’s written notice to the DBE regarding the request, including proof of transmission and tracking documentation of Consultant’s written notice
• The DBE's response to Consultant’s written notice, if received. If a written response was not provided, provide a statement to that effect. 729

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The City shall respond in writing to Consultant’s DBE termination request within five (5) business days.

Replacement of DBE Subconsultants

After receiving the City’s written authorization of DBE termination request, Consultant must obtain the City’s written agreement for DBE replacement.

Consultant must find or demonstrate GFEs to find qualified DBE replacement firms to perform the work to the extent needed to meet the DBE commitment.

The following procedures shall be followed to request authorization to replace a DBE firm:

1. Submit a request to replace a DBE with other forces or material sources in writing to the City which must include:
a. Description of remaining uncommitted work item made available for replacement DBE solicitation and participation.
b. The proposed DBE replacement firm's business information, the work they have agreed to perform, and the following:
• Description of scope of work and cost proposal
• Proposed subcontract agreement and written confirmation of agreement to perform on the Contract
• Revised Exhibit 10-O2: Consultant Contract DBE Commitment

2. If Consultant has not identified a DBE replacement firm, submits documentation of Consultant’s GFEs to use DBE replacement firms within seven (7) days of City's authorization to terminate the DBE. Consultant may request the City's approval to extend this submittal period to a total of 14 days. Submit documentation of actions taken to find a DBE replacement firm, such as:
• Search results of certified DBEs available to perform the original DBE work identified and or other work Consultant had intended to self - perform, to the extent needed to meet DBE commitment
• Solicitations of DBEs for performance of work identified • Correspondence with interested DBEs that may have included contract details and requirements
• Negotiation efforts with DBEs that reflect why an agreement was not reached
• If a DBE's quote was rejected, provide reasoning for the rejection, such as why the DBE was unqualified for the work, or why the price quote was unreasonable or excessive
• Copies of each DBE's and non-DBE's price quotes for work identified, as the City may contact the firms to verify solicitation efforts and determine if the DBE quotes are substantially higher
• Additional documentation that supports Consultant’s GFE

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The City shall respond in writing to Consultant’s DBE replacement request within five (5) business days.

F. Commitment and Utilization

The City’s DBE program must include a monitoring and enforcement mechanism to ensure that DBE commitments reconcile to DBE utilization.

The City shall request Consultant to:

1. Notify the City’s contract administrator or designated representative of any changes to its anticipated DBE participation

2. Provide this notification before starting the affected work

3. Maintain records including:
• Name and business address of each 1st-tier subconsultant • Name and business address of each DBE subconsultant, DBE vendor, and DBE trucking company, regardless of tier
• Date of payment and total amount paid to each business (see Exhibit 9- F: Monthly Disadvantaged Business Enterprise Payment)

If Consultant is a DBE Consultant, they shall include the date of work performed by their own forces and the corresponding value of the work.

If a DBE is decertified before completing its work, the DBE must notify Consultant in writing of the decertification date. If a business becomes a certified DBE before completing its work, the business must notify Consultant in writing of the certification date. Consultant shall submit the notifications to the City. On work completion, Consultant shall complete Exhibit 17 -O:

Disadvantaged Business Enterprises (DBE) Certification Status Change and submit the form to the City within 30 days of contract acceptance.

Upon work completion, Consultant shall complete Exhibit 17 -F: Final Report – Utilization of Disadvantaged Business Enterprises (DBE), First -Tier Subcontractors and submit it to the City within 90 days of contract acceptance.

The City will withhold $10,000 until the form is submitted. The City will release the withhold upon submission of the completed form.

In the City’s reports of DBE participation to Caltrans, the City must display both commitments and attainments.

G. Commercially Useful Function

DBEs must perform a commercially useful function (CUF) under 49 CFR 26.55 when performing work or supplying materials listed on the DBE Commitment form. The DBE value of work will only count toward the DBE commitment if the DBE performs a CUF. A DBE perfor ms a CUF when it is responsible for execution of the work of the Agreement and is carrying out its responsibilities 731

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by actually performing, managing, and supervising the work involved. To perform a CUF, the DBE must also be responsible, with respect to materials and supplies used on the Agreement, for negotiating price, determining quality and quantity, ordering the material and installing (where applicable), and paying for the material itself.

Consultant must perform CUF evaluation for each DBE working on a federal - aid contract, with or without a DBE goal. Perform a CUF evaluation at the beginning of the DBE’s work and continue to monitor the performance of CUF for the duration of the project.

Consultant must provide written notification to the City at least 15 days in advance of each DBE's initial performance of work or supplying materials for the Contract. The notification must include the DBE's name, work the DBE will perform on the contract, and the location, date, and time of where their work will take place.

Within 10 days of a DBE initially performing work or supplying materials on the Contract, Consultant shall submit to the LPA the initial evaluation and validation of DBE performance of a CUF using the LAPM 9-J: Disadvantaged Business Enterprise Commercially Useful Function Evaluation. Include the following information with the submittal:
• Subcontract agreement with the DBE
• Purchase orders
• Bills of lading
• Invoices
• Proof of payment

Consultant must monitor all DBE’s performance of CUF by conducting quarterly evaluations and validations throughout their duration of work on the Contract using the LAPM 9-J: DBE Commercially Useful Function Evaluation.

Consultant must submit to the City these quarterly evaluations and validations by the 5th of the month for the previous three months of work.

Consultant must notify the City immediately if they believe the DBE may not be performing a CUF.

The City will verify DBEs performance of CUF by reviewing the initial and quarterly submissions of LAPM 9 -J: DBE Commercially Useful Function Evaluation, submitted supporting information, field observations, and through any additional City evaluations. The City must evaluate DBEs and their CUF performance throughout the duration of a Contract. The City will provide written notice to the Consultant and the DBE at least two (2) business days prior to any evaluation. The Consultant and the DBE must participate in the evaluation. Upon completing the evaluation, the City must share the evaluation results with the Consultant and the DBE. An evaluation could include items that 732

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must be remedied upon receipt. If the City determines the DBE is not performing a CUF, the Consultant must suspend performance of the noncompliant work.

Consultant and DBEs must submit any additional CUF related records and documents within five (5) business days of City’s request such as:
• Proof of ownership or lease and rental agreements for equipment • Tax records
• Employee rosters
• Certified payroll records
• Inventory rosters

Failure to submit required DBE Commercially Useful Function Evaluation forms or requested records and documents can result in withholding of payment for the value of work completed by the DBE.

If Consultant and/or the City determine that a listed DBE is not performing a CUF in performance of their DBE committed work, Consultant must immediately suspend performance of the noncompliant portion of the work.

City may deny payment for the noncompliant portion of the work. City will ask the Consultant to submit a corrective action plan (CAP) to the City within five (5) days of the noncompliant CUF determination. The CAP must identify how the Consultant will correct the noncompliance findings for the re maining portion of the DBE's work. City has five (5) days to review the CAP in conjunction with the Consultant’s review. The Consultant must implement the CAP within five (5) days of the City's approval. The City will then authorize the prior noncompliant portion of work for the DBE's committed work.

If corrective actions cannot be accomplished to ensure the DBE performs a commercially useful function on the Contract, Consultant may have good cause to request termination of the DBE.

H. A DBE does not perform a CUF if its role is limited to that of an extra participant in a transaction, Agreement, or project through which funds are passed in order to obtain the appearance of DBE participation. In determining whether a DBE is such an extra participant, examine similar transactions, particularly those in which DBEs do not participate.

I. If a DBE does not perform or exercise responsibility for at least thirty percent (30%) of the total cost of its Agreement with its own work force, or the DBE subcontracts a greater portion of the work of the Agreement than would be expected on the basis of normal industry practice for the type of work involved, it will be presumed that it is not performing a CUF.

J. Consultant shall maintain records of materials purchased or supplied from all subcontracts entered into with certified DBEs. The records shall show the name 733

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and business address of each DBE or vendor and the total dollar amount actually paid each DBE or vendor, regardless of tier. The records shall show the date of payment and the total dollar figure paid to all firms. DBE Consultant’s shall also show the date of work performed by their own forces along with the corresponding dollar value of the work.

K. If a DBE subconsultant is decertified during the life of the Agreement, the decertified subconsultant shall notify Consultant in writing with the date of decertification. If a subconsultant becomes a certified DBE during the life of the Agreement, the subconsultant shall notify Consultant in writing with the date of certification. Any changes should be reported to City’s Contract Administrator within thirty (30) calendar days.

L. For projects awarded on or after March 1, 2020, but before September 1, 2023:
after submitting an invoice for reimbursement that includes a payment to a DBE, but no later than the 10th of the following month, the prime contractor/consultant must complete a nd email Exhibit 9 -F: Disadvantaged Business Enterprise Running Tally of Payments to
[email protected] with a copy to local administering agencies.

For projects awarded on or after September 1, 2023: Exhibit 9 -F is no longer required. Instead, by the 15th of the month following the month of any payment(s), the Consultant must now submit Exhibit 9 -P to the City administering the contract. If the Consultant does not make any payments to subconsultants, supplier(s), and/or manufacturers they must report “no payments were made to subs this month” and write this visibly and legibly on Exhibit 9-P.

M. Any subcontract entered into as a result of this Agreement shall contain all of the provisions of this section.

ARTICLE 2. COMPENSATION AND METHOD OF PAYMENT

2.1 Contract Sum. Subject to any limitations set forth in this Agreement, City agrees to pay Consultant the rates specified in the “Schedule of Compensation” attached hereto as Exhibit C and incorporated herein by this reference, on a time and materials basis, not to exceed the Contract sum of One Million Eight Hundred Thirty-Seven Thousand One Hundred Sixty Dollars and Fifty-Nine Cents ($1,837,160.59). Compensation may include reimbursement for actual and necessary expenditures, if specified in the Schedule of Compensation and approved by City in advance. Reimbursement for Other Direct Costs (ODC), materials testing, and survey costs shall not exceed the rates specified in the approved Cost Proposal as outlined in Exhibit C.

2.2 Invoices. Unless some other method of payment is specified in Exhibit C, Schedule of Compensation, Consultant shall submit to City, in a form approved by City’s 734

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Finance Director, an invoice for services rendered prior to the date of the invoice by the first business day of each month in which Consultant wishes to receive payment. By submitting an invoice for payment under this Agreement, Consultant is certifying compliance with all provisions of this Agreement. Except as provided in Sections 7.3, 7.4, and 7.5, City shall pay Consultant for all expenses stated thereon which are approved by City pursuant to this Agreement generally within thirty (30) days, and City w ill use its best efforts to make payment no later than forty-five (45) days, from the submission of an invoice in an approved form. In the event any charges or expenses are disputed by City, the original invoice shall be returned by Consultant for correcti on and resubmission. Review and payment by City for any invoice provided by Consultant shall not constitute a waiver of any rights or remedies provided herein or any applicable law. Each invoice is to include (unless otherwise specified by City): 1) line items for all personnel describing the work performed, the number of hours worked, and the hourly rate; 2) line items for all materials and equipment properly charged to the Services; 3) line items for all other approved reimbursable expenses claimed, with supporting documentation; and 4) l ine items for all approved subcontractor labor, supplies, equipment, materials, and travel properly charged to the Services.

2.3 Retention of Record / Audit.

For the purpose of determining compliance with Gov. Code § 8546.7, the Consultant, Subconsultants, and City shall maintain all books, documents, papers, accounting records, Independent CPA Audited Indirect Cost Rate workpapers, and other evidence pertaining to the performance of the Agreement including, but not limited to, the costs of administering the Agreement. All parties, including the Consultant’s Independent CPA, shall make such workpapers and materials available at their respective offices at all re asonable times during the Agreement period and for three (3) years from the date of final payment under the Agreement and records for real property and equipment acquired with federal funds must be retained for three (3) years after final disposition. City, Caltrans Auditor, FHWA, or any duly authorized representative of the Federal government having jurisdiction under Federal laws or regulations (including the basis of Federal funding in whole or in part) shall have access to any books, records, and documents of the Consultant, Subconsultants, and the Consultant’s Independent CPA, that are pertinent to the Agreement for audits, examinations, workpaper review, excerpts, and transactions, and copies thereof shall be furnished if requested without limitation.

2.4 Audit Review Procedures.

A. Any dispute concerning a question of fact arising under an interim or post audit of this Agreement that is not disposed of by Agreement, shall be reviewed by City’s Chief Financial Officer.

B. Not later than thirty (30) calendar days after issuance of the final audit report, Consultant may request a review by City’s Chief Financial Officer of unresolved audit issues. The request for review will be submitted in writing.

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C. Neither the pendency of a dispute nor its consideration by City will excuse Consultant from full and timely performance, in accordance with the terms of this Agreement.

D. Consultant and subconsultant Agreements, including cost proposals and Indirect Cost Rates (ICR), may be subject to audits or reviews such as, but not limited to, an Agreement audit, an incurred cost audit, an ICR Audit, or a CPA ICR audit work paper review. If selected for audit or review, the Agreement, cost proposal and ICR and related work papers, if applicable, will be reviewed to verify compliance with 48 CFR 31 and other related laws and regulations.

In the instances of a CPA ICR audit work paper review it is Consultant’s responsibility to ensure federal, City, or local government officials are allowed full access to the CPA’s work papers including making copies as necessary. The Agreement, cost proposal, and ICR shall be adjusted by Consultant and approved by City Contract Administrator to conform to the audit or review recommendations. Consultant agrees that individual terms of costs identified in the audit report shall be incorporated into the Agreement by this reference if directed by City at its sole discretion. Refusal by Consultant to incorporate audit or review recommendations, or to ensure that the federal, City or local governments have access to CPA work papers, will be considered a breach of Agreement terms and cause for termination of the Agreement and disallowance of prior reimbursed costs.

E. Consultant’s Cost Proposal may be subject to a CPA ICR Audit Work Paper Review and/or audit by the Independent Office of Audits and Investigations (IOAI). IOAI, at its sole discretion, may review and/or audit and approve the CPA ICR documentation. The Cost Proposal shall be adjusted by the Consultant and approved by the City Contract Administrator to conform to the Work Paper Review recommendations included in the management letter or audit recommendations included in the audit report. Refusal by the Consultant to incorporate the Work Paper Review recommendations included in the management letter or audit recommendations included in the audit report will be considered a breach of the Agreement terms and cause for termination of the Agreement and disallowance of prior reimbursed costs.

1. During IOAI’s review of the ICR audit work papers created by the Consultant’s independent CPA, IOAI will work with the CPA and/or Consultant toward a resolution of issues that arise during the review. Each party agrees to use its best efforts to resolve any audit disputes in a timely manner. If IOAI identifies significant issues during the review and is unable to issue a cognizant approval letter, City will reimburse the Consultant at an accepted ICR until a FAR (Federal Acquisition Regulation) compliant ICR (e.g. 48 CFR Part 31; GAGAS (Generally Accepted Auditing Standards); CAS (Cost Accounting Standards), if applicable; in accordance with procedures and guidelines of the American Association of State Highways and Transportation Officials (AASHTO) 736

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Audit Guide; and other applicable procedures and guidelines) is received and approved by IOAI.

Accepted rates will be as follows:
a. If the proposed rate is less than one hundred fifty percent (150%) - the accepted rate reimbursed will be ninety percent (90%) of the proposed rate.

b. If the proposed rate is between one hundred fifty percent (150%) and two hundred percent (200%) - the accepted rate will be eighty-five percent (85%) of the proposed rate.

c. If the proposed rate is greater than two hundred percent (200%) - the accepted rate will be seventy-five percent (75%) of the proposed rate.

2. If IOAI is unable to issue a cognizant letter per paragraph E.1. above, IOAI may require Consultant to submit a revised independent CPA- audited ICR and audit report within three (3) months of the effective date of the management letter. IOAI will then have up to six (6) months to review the Consultant’s and/or the independent CPA’s revisions.

3. If the Consultant fails to comply with the provisions of this paragraph E, or if IOAI is still unable to issue a cognizant approval letter after the revised independent CPA audited ICR is submitted, overhead cost reimbursement will be limited to the accepted ICR that was established upon initial rejection of the ICR and set forth in paragraph E.1. above for all rendered services. In this event, this accepted ICR will become the actual and final ICR for reimbursement purposes under this Agreement.

4. Consultant may submit to City final invoice only when all of the following items have occurred: (1) IOAI accepts or adjusts the original or revised independent CPA audited ICR; (2) all work under this Agreement has been completed to the satisfaction of City; and, (3) IOAI has issued its final ICR review letter. The Consultant MUST SUBMIT ITS FINAL INVOICE TO City no later than sixty (60) calendar days after occurrence of the last of these items. The accepted ICR will apply to this Agreement and all other agreements executed between City and the Consultant, either as a prime or subconsultant, with the same fiscal period ICR.

2.5 Subcontracting.

A. Nothing contained in this Agreement or otherwise, shall create any contractual relation between the City and any Subconsultants, and no subagreement shall relieve the Consultant of its responsibilities and obligations hereunder. The Consultant agrees to be as fully responsible to the City for the acts and omissions of its Subconsultants and of persons either directly or indirectly employed by any of them as it is for the acts and omissions of persons directly 737

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employed by the Consultant. The Consultant's obligation to pay its Subconsultants is an independent obligation from the City's obligation to make payments to the Consultant.

B. The Consultant shall perform the work contemplated with resources available within its own organization and no portion of the work shall be subcontracted without written authorization by the City Contract Administrator, except that which is expressly identified in the Consultant’s approved Cost Proposal.

C. Any subagreement entered into as a result of this Agreement, shall contain all the provisions stipulated in this entire Agreement to be applicable to Subconsultants unless otherwise noted.

D. Consultant shall pay its Subconsultants within Fifteen (15) calendar days from receipt of each payment made to the Consultant by the City.

E. Any substitution of Subconsultants must be approved in writing by the City Contract Administrator in advance of assigning work to a substitute Subconsultant.

F. Prompt Progress Payment

Consultant or subconsultant shall pay to any subconsultant, not later than fifteen (15) days after receipt of each progress payment, unless otherwise agreed to in writing, the respective amounts allowed Consultant on account of the work performed by the subconsultants, to the extent of each subconsultant’s interest therein. In the event that there is a good faith dispute over all or any portion of the amount due on a progress payment from Consultant or subconsultant to a subconsultant, Consultant or subconsultant may withhold no more than 150 percent of the disputed amount. Any violation of this requirement shall constitute a cause for disciplinary action and shall subject the licensee to a penalty, payable to the subconsultant, of 2 percent of the amount due per month for every month that payment is not made.

In any action for the collection of funds wrongfully withheld, the prevailing party shall be entitled to his or her attorney’s fees and costs. The sanctions authorized under this requirement shall be separate from, and in addition to, all other remedies, either civil, administrative, or criminal. This clause applies to both DBE and non-DBE subconsultants.

G. Prompt Payment of Withheld Funds to Subconsultants

No retainage will be held by the City from progress payments due to Consultant. Consultants and subconsultants are prohibited from holding retainage from subconsultants. Any delay or postponement of payment may take place only for good cause and with the CITY’s prior written approval. 738

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Any violation of these provisions shall subject the violating Consultant or subconsultant to the penalties, sanctions, and other remedies specified in Section 3321 of the California Civil Code. This requirement shall not be construed to limit or impair any contractual, administrative or judicial remedies, otherwise available to Consultant or subconsultant in the event of a dispute involving late payment or nonpayment by Consultant, deficient subconsultant performance and/or noncompliance by a subconsultant. This clause applies to both DBE and non-DBE subconsultants.

Any violation of these provisions shall subject the violating Consultant or subconsultant to the penalties, sanctions and other remedies specified therein.

These requirements shall not be construed to limit or impair any contractual, administrative, or judicial remedies otherwise available to Consultant or subconsultant in the event of a dispute involving late payment or nonpayment by Consultant, deficient subcontract performance, or noncompliance by a subconsultant.

2.6 Additional Services. If City desires any additional services (“Additional Services”), Consultant may, upon written request by the City, furnish a proposal including an itemized statement of the estimated cost of the Additional Services.

The City may modify or alter the proposal, reje ct the proposal in its entirety, or direct the submission of a new proposal which may be accepted, altered, or rejected at its sole discretion. Upon written approval of any Additional Services, including costs by Consultant and City, Consultant shall perform the Additional Services, and City will pay Consultant the cost of the Additional Services as agreed in writing.

All money due for Additional Services shall be supported by a detailed statement of Consultant showing the basis of said claims, certified by proper officers of Consultant.

2.7 Evaluation of Consultant.

Consultant’s performance will be evaluated by City. A copy of the evaluation will be sent to Consultant for comments. The evaluation together with the comments shall be retained as part of the Agreement record.

2.8 Prompt Payment.

A. PROMPT PAYMENT FROM CITY TO CONSULTANT

The City shall make all project progress payment within 30 days after receipt of an undisputed and properly submitted payment request from Consultant on a professional service contract. If the City fails to pay promptly, the City shall pay interest to the Consultant, which accrues at the rate of 10 percent per annum on the principal amount of a money judgment remaining unsatisfied and pro - rated as necessary. Upon receipt of the payment request, the City shall act in accordance with both of the following:
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(1) The City shall review each payment request as soon as feasible after receipt to verify it is a proper payment request.

(2) The City must return any payment request deemed improper by the City to the Consultant as soon as feasible, but not later than seven (7) days, after receipt. A request returned pursuant to this paragraph shall include documentation setting forth in writing the reasons why it is an improper payment request.

B. PROMPT PAYMENT CERTIFICATION

For projects awarded on or after September 1, 2023: the Consultant must now submit Exhibit 9 -P to the City administering the contract by the 15th of the month following the month of any payment(s). If the Consultant does not make any payments to subconsultants, supplier(s), and/or manufacturers they must report “no payments were made to subs this month” and write this visibly and legibly on Exhibit 9-P.

The City must verify all Exhibit 9 -P information, monitor compliance with prompt payment requirements for DBE and non -DBE firms, and address any shortfalls to the DBE commitment and prompt payment issues until the end of the project. The City must email a copy of Exhibit 9 -P to [email protected] before the end of the month after receiving the Exhibit 9-P from the Consultant

ARTICLE 3. PERFORMANCE SCHEDULE

3.1 Time of Essence. Time is of the essence in the performance of this Agreement.

3.2 Term. The Agreement shall commence and become effective upon the date executed by the City and will continue until the Termination Date. This Agreement may be extended for up to two , additional one -year periods upon the mutual agreement in writing of both Parties.

Unless earlier terminated in accordance with Article 7 of this Agreement, this Agreement shall continue in full force and effect until completion of any ongoing services, which shall be no later than the Termination Date set forth above.

Notwithstanding the foregoing, the Indemnification and Insurance provisi ons set forth in Article 5 shall survive the termination of this Agreement.

3.3 Schedule of Performance . Consultant shall commence the services pursuant to this Agreement upon receipt of a written notice to proceed from City and shall perform all services within the time period(s) established in the “Schedule of Performance” attached hereto as Exhibit D and incorporated herein by this reference.

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3.4 Force Majeure. The time period(s) specified in the Schedule of Performance for performance of the services rendered pursuant to this Agreement shall be extended because of any delays due to unforeseeable causes beyond the control and without the fault or negligence of Co nsultant, including, but not restricted to, acts of God or of the public enemy, unusually severe weather, fires, earthquakes, floods, epidemics, quarantine restrictions, riots, strikes, freight embargoes, wars, litigation, and/or acts of any governmental agency, including City, if Consultant shall within ten (10) days of the commencement of such delay notify City in writing of the causes of the delay. City shall ascertain the facts and the extent of delay, and extend the time for performing the services for the period of the enforced delay when and if in the judgment of City such delay is justified. City’s determination shall be final and conclusive upon the Parties to this Agreement. In no event shall Consultant be entitled to recover dam ages against City for any delay in the performance of this Agreement, however caused, Consultant’s sole remedy being extension of this Agreement pursuant to this Section.

3.5 Safety.

A. Consultant shall comply with OSHA regulations applicable to Consultant regarding necessary safety equipment or procedures. Consultant shall comply with safety instructions issued by City Safety Officer and other City representatives. Consultant personnel shall wear hard hats and safety vests at all times while working on the construction project site.

B. Pursuant to the authority contained in Vehicle Code §591, City has determined that such areas are within the limits of the project and are open to public traffic.

Consultant shall comply with all of the requirements set forth in Divisions 11, 12, 13, 14, and 15 of the Vehicle Code. Consultant shall take all reasonably necessary precautions for safe operation of its vehicles and the protection of the traveling public from injury and damage from such vehicles.

C. Any subcontract entered into as a result of this Agreement, shall contain all of the provisions of this Article.

ARTICLE 4. COORDINATION OF WORK

4.1 Representative of Consultant. The Consultant Representative is authorized to act on Consultant’s behalf with respect to the work or services specified herein and to make all decisions in connection therewith. It is expressly understood that the experience, knowledge, capability, and re putation of the representative were a substantial inducement for City to enter into this Agreement. Therefore, the representative shall be responsible during the term of this Agreement for directing all activities of Consultant and devoting sufficient time to personally supervise the services hereunder. For purposes of this Agreement, the representative may not be replaced nor may their responsibilities be substantially reduced by Consultant without the express written approval of City.

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4.2 Department Contact for the City . The Department Contact (or other person designated by the City Manager ) shall be the primary person on behalf of City responsible for the administration of the Agreement. It shall be Consultant’s responsibility to assure that the Department Contact is kept informed of both the progress of the performance of the services as well as any decisions which must be made by City.

4.3 Approvals from City. City approvals or actions, pursuant to the authority of this Agreement, are to be made (unless otherwise specified) either by the Contract Manager, City Manager, or by their delegate as provided for in writing.

4.4 Independent Contractor . Neither City, nor any of its officers, employees, or agents, shall have any control over the manner or means by which Consultant, or its officers, employees, agents, or subcontractors, perform the services required herein, except as otherwise set forth her ein. Consultant shall perform all services required herein as an independent contractor of City and shall remain under only such obligations as are consistent with that role. Consultant shall not at any time or in any manner rep resent that it, or any of its officers, employees, agents, or subcontractors, are officers, employees, or agents of City. City shall not in any way or for any purpose become or be deemed to be a partner of Consultant in its business or otherwise or a joint venturer or a member of any joint enterprise with Consultant.

Consultant shall not incur or have the power to incur any debt, obligation, or liability whatever against City, or bind City in any manner. Consultant represents and warrants that the personnel used to provide services to City pursuant to this Agreement shall at all times be under Consultant’s exclusive control and direction.

No City employee benefits shall be available to Consultant, its officers, employees, agents, or subcontractors, in connec tion with the performance of this Agreement.

City shall not be liable for compensation or indemnification to Consultant, its officers, employees, agents, or subcontractors, for injury or sickness arising out of performing services hereunder. In the event t hat Consultant or any officer, employee, agent, or subcontractor of Consultant providing services under this Agreement claims or is determined by a federal or state agency, a court of competent jurisdiction, or the California Public Employees’ Retirement System, to be classified as other than an independent contractor for City, then Consultant shall indemnify, defend, and hold harmless City for the payment of any and all assessed fines, penalties, judgments, employee and/or employer contributions, and any other damages and costs assessed to City as a consequence of, or in any way attributable to, the assertion that Consultant, or any officer, employee, agent, or subcontractor Consultant used to provide services under this Agreement, is/are employees of City.

4.5 Subcontracting or Assignment . The experience, knowledge, capability, and reputation of Consultant, its principals, and employees were a substantial inducement for City to enter into this Agreement. Therefore, without express written approval of City, Consultant shall not contract with any other entity to perform in whole or in part services required hereunder, nor may any interest in this Agreement be transferred or assigned. No approved transfer shall release 742

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Consultant, or any surety or insured of Consultant, of any liability hereunder without express written consent of City.

ARTICLE 5. INSURANCE AND INDEMNIFICATION

5.1 Insurance Coverage . Prior to commencement of any services under this Agreement, and without limiting Consultant’s indemnification obligation to City, Consultant shall procure and maintain, at its sole cost and expense, in a form and content satisfactory to City, for the duration of the Agreement, primary policies of insurance of the type and amounts set forth in the “Insurance Requirements” attached hereto as Exhibit E and incorporated herein by this reference.

5.2 Indemnification.

(a) General Obligations. Consultant agrees, to the full extent permitted by law, to indemnify, defend, and hold harmless City and its elected and appointed officers, employees, and agents (each an “ Indemnitee” and collectively, “ Indemnitees”) against, and will hold and save them and each of them harmless from, whether actual or threatened, any and all actions, either judicial, administrative, arbitration, or regulatory claims, damages to persons or property, losses, costs, penalties, obligations, errors, omissions, or liabilities ( herein “Claims or Liabilities ”) that may be asserted or claimed by any person, firm, or entity arising out of or in connection with the negligent performance of the work, operations, or activities provided herein of Consultant, its officers, employees, agents, subcontractors, or invitees, or any individual or entity for which Consultant is legally liable (each an “Indemnitor” and collectively, “ Indemnitors”), or arising from Indemnitors’ reckless or willful misconduct, or arising from Indemnitors’ negligent performance of or failure to perform any term, provision, covenant, or condition of this Agreement, and in connection therewith: 1) Consultant will defend any action or actions filed or threatened in connection with any such Claims or Liabilities, or at the option of Indemnitee(s) will reimburse and pay for all costs and expenses, including legal costs and attorneys’ fees, incurred by Indemnitee(s) in connection therewith; and 2) Consultant will promptly pay any judgment rendered against Indemnitee(s) for any such Claims or Liabilities, and will save and hold Indemnitee(s) harmless therefrom.

(b) The indemnity obligation herein shall be binding on successors, assigns, and heirs of Consultant and shall survive termination of this Agreement. Consultant shall incorporate similar indemnity agreements as provided herein with its subcontractors, and if Consultant fails to do so, Consultant shall be fully responsible to indemnify City hereunder therefor. Failure of City and/or City Parties (collectively “City” for solely this Section 5.2.2) to monitor compliance with any of the indemnification pr ovisions herein shall not be a waiver hereof. The indemnification provisions herein do not apply to claims or liabilities occurring as a result of City’s sole negligence or willful misconduct, but, to the fullest extent permitted by law, shall apply to cla ims and liabilities resulting in part from City’s 743

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negligence, except that design professionals’ indemnity hereunder shall be limited to claims and liabilities arising out of the negligence, recklessness, or willful misconduct of the design professional. The indemnification provided herein includes Claims or Liabilities arising from any negligent or wrongful act, error, or omission, or reckless or willful misconduct of Indemnitors in the performance of professional services hereunder. Payment of invoices by City is not a condition precedent to enforcement o f the indemnity obligation herein. In the event of any dispute between Consultant and City, as to whether liability arises from the sole negligence or willful misconduct of City, Consultant will be obligated to pay for City’s defense until such time as a f inal judgment has been entered adjudicating City as solely negligent or responsible for willful misconduct. Consultant will not be entitled in the absence of such a determination to any reimbursement of defense costs including but not limited to attorney’s fees, expert fees, and costs of litigation.

5.3 Professional Liability. When the law establishes a professional standard of care for Consultant’s services, to the fullest extent permitted by law, Consultant shall indemnify, defend, and hold harmless Indemnitees against, and will hold and save them and each of them harmless fro m, whether actual or threatened, any and all Claims and Liabilities, consistent with all obligations provided for in this Section

5.3, to the extent same are caused in whole or in part by any negligent or wrongful act, error, or omission, or reckless or willful misconduct of Indemnitors in the performance of professional services under this Agreement.

ARTICLE 6. RECORDS, REPORTS AND RELEASE OF INFORMATION

6.1 Insurance Coverage. Consultant shall keep, and require subcontractors to keep, such ledgers, books of accounts, invoices, vouchers, canceled checks, reports, studies, or other documents relating to the disbursements charged to City and services performed hereunder (“ books and records ”) as shall be necessary to perform the services required by this Agreement and enable City to evaluate the performance of such services. Any and all such books and records shall be maintained in accordance with generally accepted accounting princi ples, shall be complete and detailed, and shall be readily accessible. City shall have full and free access to such books and records at all times during normal business hours of City, including the right to inspect, copy, audit, and make records and trans cripts. Such books and records shall be maintained for a period of three (3) years following completion of the services hereunder, or for the period required by law, whichever is greater. City shall have access to such books and records in the event any au dit is required. Consultant shall fully cooperate with City in providing access to any and all Consultant records and documents if a public records request is made and disclosure is required by law, including but not limited to the California Public Records Act. Consultant shall maintain records of materials purchased or supplied from all subcontracts entered into with certified DBEs, showing the name and business address of each DBE or vendor and the total dollar amount actually paid, regardless of tier, along with the date of payment and the total dollar figure paid to 744

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all firms. DBE prime consultants shall also show the date of work performed by their own forces along with the corresponding dollar value of the work.

6.2 Ownership of Documents . All drawings, specifications, maps, designs, photographs, studies, surveys, data, notes, computer files, reports, records, documents, and other materials (“ documents and materials ”) prepared by Consultant, its officers, employees, agents, and subcontractors in the performance of this Agreement shall be the property of City and shall be delivered to City upon request of City and/or upon the termination of this Agreement. Consultant shall have no claim for further employment or additional compensation as a result of the exercise by City of its full rights of ownership, use, reuse, or assignment of the documents and materials hereunder. Consultant may retain copies of such documents and materials for its own use. Consultant shall have the right to use the concepts embodied therein. All subcontractors shall provide for assignment to City of any documents and materials prepared by them, and in the event Consultant fails to secure such assignment, Consultant shall indemnify City for all dama ges resulting therefrom. Moreover, with respect to any Consultant documents and materials that may qualify as “works made for hire” as defined in 17 U.S.C. § 101, such documents and materials are hereby deemed “works made for hire” for City.

6.3 Confidentiality and Release of Information. All information gained or work product produced by Consultant in its performance of this Agreement shall be considered confidential, unless such information is in the public domain or already known to Consultant. Consultant shall not release or disclose any such information or work product to persons or entities other than City without prior written authorization from City’s Contract Manager. Consultant, its officers, employees, agents, or subcontractors, shall no t, without prior written authorization from City or unless requested by the City Attorney, voluntarily provide documents, declarations, letters of support, testimony at depositions, response to interrogatories, or other information concerning the work perf ormed under this Agreement. Response to a subpoena or court order shall not be considered “voluntary” provided Consultant immediately gives City notice of such court order or subpoena. If Consultant, or any officer, employee, agent, or subcontractor of Consultant, provides any information or work product in violation of this Agreement, then City shall have the right to reimbursement and indemnity from Consultant for any damages, costs, and fees, including attorney’s fees, caused by or incurred as a result of Consultant’s conduct. Consultant shall advise City of any and all materials used, or recommended for use, by Consultant to achieve the project goals that are subject to any copyright restrictions or requirements. In the event Consultant fails to so advise City and, as a result of the use of any programs or materials developed by Consultant under this Agreement, City is found in violation of any copyright restrictions or requirements, Consultant agrees to indemnify and hold harmless City against any action or claim brought by the copyright holder. As concerning, regarding, or related to, in any way, this Agreement and the work performed thereunder: a) Consultant shall immediately notify City should Consultant, its officers, employees, agents, or subcontractors be 745

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served with any summons, complaint, subpoena, notice of deposition, request for documents, interrogatories, request for admissions, or other discovery request, court order, or subpoena from any party; b) City retains the right, but has no obligation, to represent Consultant or be present at any deposition, hearing, or similar proceeding; and c) Consultant agrees to cooperate fully with City and to provide City with the opportunity to review any response to discovery requests provided by Consultant; however, this right to review any such response does not imply or mean the right by City to control, direct, or rewrite said response.

ARTICLE 7. ENFORCEMENT OF AGREEMENT AND TERMINATION

7.1 California Law . This Agreement shall be interpreted, construed, and governed both as to validity and to performance of the Parties in accordance with the laws of the State of California. Legal actions concerning any dispute, claim, or matter arising out of or in relation to this Agreement shall be instituted in the Superior Court of the County of Riverside, State of California, or any other appropriate court in such county, and Consultant agrees to submit to the personal jurisdiction of such court in the event of such action. In the event of litigation in a U.S. District Court, venue shall lie exclusively in the Central District of California, in the County of Riverside, State of California.

7.2 Suspension, Termination, Prior to Expiration of Term . This Section shall govern any termination of this Agreement except as specifically provided in Section

7.4 for termination for cause. City reserves the right to terminate or suspend this Agreement, or any portion hereof, at any time, for any reason, with o r without cause, upon fifteen (15) days’ notice to Consultant, except that where termination or suspension is due to the fault of Consultant, the period of notice may be such shorter time as determi ned by City. Upon receipt of any notice of termination or suspension, Consultant shall immediately cease all services hereunder, unless the notice provides otherwise, or except such as specifically approved by City. Upon submittal of an invoice consistent with Section 2.2, Consultant shall be entitled to compensation for all services rendered prior to the effective date of the notice of termination or suspension and for any services authorized by City thereafter in accordance with the Schedule of Compensati on, or such as may be approved by City, except as provided in Section 7.5. In the event of termination, or suspension, without cause pursuant to this Section, there is no need to provide opportunity to cure pursuant to Section 7.3.

7.3 Default of Consultant and Opportunity to Cure . In the event that Consultant is in default under the terms of this Agreement, City shall not have any obligation or duty to continue compensating Consultant for any work performed after the date of default. Instead, City may give notice to Consultant of the default and the reasons for the default. The notice shall include the timeframe in which Consultant may cure the default. This timeframe is presumptively ten (10) days, but may be extended, or reduced, if circumstances warrant, as determined by City. During the period of time that Consultant is in default, City shall hold all invoices and shall, 746

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when the default is cured, proceed with payment on the invoices, without liability for interest. In the alternative, City may, in its sole discretion, elect to pay some or all of the outstanding invoices during the period of default. If Consultant does not cure the default by conclusion of noticed timeframe, City may immediately both terminate this Agreement with notice to Consultant as well as pursue the remedy in Section 7.4, without prejudice to any other remedy to which City may be entitled at law, in equity, or under this Agreement. Any failure on the part of City to give notice of Consultant’s default shall not be deemed to result in a waiver of City’s legal rights or any rights arising out of any provision of this Agreement.

7.4 Termination for Default of Consultant . If termination is due to the failure of Consultant to fulfill its obligations under this Agreement, City may, after compliance with the provisions of Section 7.3, take over the work and prosecute the same to completion by contract or otherwise, and Consult ant shall be liable to the extent that the total cost for completion of the services required hereunder exceeds the compensation herein stipulated (provided that City shall use reasonable efforts to mitigate such damages), and City may withhold any payment s to Consultant for the purpose of set-off or partial payment of the amounts owed City therefor.

7.5 Retention of Funds. Consultant hereby authorizes City to deduct from any amount payable to Consultant (whether or not arising out of this Agreement) (i) any amounts the payment of which may be in dispute hereunder or which are necessary to compensate City for any losses, cost s, liabilities, or damages suffered by City, and (ii) all amounts for which City may be liable to third parties, by reason of Consultant’s acts or omissions in performing or failing to perform Consultant’s obligation under this Agre ement. In the event that any claim is made by a third party, the amount or validity of which is disputed by Consultant, or any indebtedness shall exist which shall appear to be the basis for a claim of lien, City may withhold from any payment due, without liability for interest because of such withholding, an amount sufficient to cover such claim. The failure of City to exercise such right to deduct or to withhold shall not, however, affect the obligations of Consultant to insure, indemnify, and protect Cit y as elsewhere provided herein. No retainage will be withheld by City from progress payments due to the Consultant. Retainage by the Consultant or subcontractors is prohibited, and no retainage will be held by the Consultant from progress due subcontractors. Any violation of this provision shall subject the violating Consultant or subcontractor to the penalties, sanctions, and other remedies specified in section 7108.5 of the California Business and Professions Code. This requirement shall not be construed to limit or impair any contractual, administrative, or judicial remedies, otherwise available to the Consultant or subcontractor in the event of a dispute involving late payment or nonpayment by the Consultant or deficient subcontractor performance, or noncompliance by a subcontractor. This provision applies to both DBE and non- DBE Consultants and subcontractors.

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7.6 Waiver. Waiver by any Party to this Agreement of any term, condition, or covenant of this Agreement shall not constitute a waiver of any other term, condition, or covenant. Waiver by any Party of any breach of the provisions of this Agreement shall not constitute a waiver of any other provision or a waiver of any subsequent breach or violation of any provision of this Agreement. Acceptance by City of any work or services by Consultant shall not constitute a waiver of any of the provisions of this Agreement. No delay or omission in the exercise of any right or remedy by a non -defaulting Party on any default shall impair such right or remedy or be construed as a waiver. Any waiver by either Party of any default must be in writing and shall not be a waiver of any other default concerning the same or any other provision of this Agreement. Consultant acknowledges and agrees that any actual or alleged failure on the part of City to inform Consultant of non -compliance with any requirement of this Agreement impos es no additional obligations on City nor does it waive any rights hereunder. Payment to Consultant for work performed pursuant to this Agreement shall not be deemed to waive any defects in work performed by Consultant.

7.7 Rights and Remedies are Cumulative. Except with respect to rights and remedies expressly declared to be exclusive in this Agreement, the rights and remedies of the Parties are cumulative, and the exercise by either Party of one or more of such rights or remedies shall not preclude the exerci se by it, at the same or different times, of any other rights or remedies for the same default or any other default by the other Party.

7.8 Legal Action. In addition to any other rights or remedies, either Party may take legal action, in law or in equity, to cure, correct, or remedy any default, to recover damages for any default, to compel specific performance of this Agreement, to obtain declaratory or injunctive relief, or to obtain any other remedy consistent with the purposes of this Agreement. Notwithstanding any contrary provision herein, Consultant shall file a statutory claim pursuant to Government Code sections 905 et seq. and 910 et seq., in order to pursue a legal action under this Agreement.

7.9 Attorneys’ Fees. If either Party to this Agreement is required to initiate or defend or made a party to any action or proceeding in any way connected with this Agreement, the prevailing party in such action or proceeding, in addition to any other relief which may be grante d, whether legal or equitable, shall be entitled to reasonable attorneys’ fees. Attorneys’ fees shall include attorneys’ fees on any appeal, and a Party entitled to attorneys’ fees shall be entitled to all other reasonable costs for in vestigating such action, consultants’ fees, taking depositions and discovery, and all other necessary costs the court allows which are incurred in such litigation. Such fees and costs shall be enforceable whether or not such action is prosecuted to judgment.

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ARTICLE 8. INDIVIDUAL LIABILITY, CONFLICTS AND NON-DISCRIMINATION

8.1 Non-liability of City Officers and Employees . No officer or employee of City shall be personally liable to Consultant, or any successor in interest, in the event of any default or breach by City or for any amount which may become due to Consultant or to its successor, or for breach of any obligation of the terms of this Agreement.

8.2 Conflict of Interest . Consultant covenants that neither it, nor any officer or principal of its firm, has or shall acquire any interest, directly or indirectly, which would conflict in any manner with the interests of City or which would in any way hinder Consultant’s performan ce of services under this Agreement. Consultant further covenants that in the performance of this Agreement, no person having any such interest shall be employed by it as an officer, employee, agent, or subcontractor without the express written consent of City. Consultant agrees to at all times avoid conflicts of interest or the appearance of any conflicts of interest with the interests of City in the performance of this Agreement. City, in its sole discretion, shall determine the existence of a conflict of interest and may terminate this Agreement in the event such a conflict of interest exists upon sending Consultant written notice describing the conflict. No officer or employee of City shall have any financial interest, direct or indirect, in this Agreement nor shall any such officer or employee participate in any decision relating to this Agreement which affects their financial interest or the financial interest of any corporation, partnership, or association in which they are, directly or indirectly, int erested, in violation of any State statute or regulation. Consultant warrants that it has not paid or given and will not pay or give any third party any money or other consideration for obtaining this Agreement. Prior to execution of this Agreement, Consul tant shall disclose in writing to City any and all compensation, actual or potential, which Consultant may receive in any form from a party other than City as a result of performance of this Agreement by Consultant. If Consultant becomes aware of the potential for such compensation subsequent to the execution of this Agreement, Consultant shall disclose such compensation within three (3) working days of becoming aware of the potential for such compensation. Prior to or concurrent with making any recommendation of any products or services for purchase by the City, Consultant shall disclose any financial interest that Consultant may have in any manufacturer or provider of the recommended products or services. The term “financial interest” includes, but is not limited to, employment (current or prospective) or ownership interest of any kind and degree.

8.3 Covenant Against Discrimination. Consultant covenants that, by and for itself, its heirs, executors, assigns, and all persons claiming under or through them, that there shall be no discrimination against or segregation of, any person or group of persons on account of race, color, creed, r eligion, sex, gender, sexual orientation, marital status, national origin, ancestry, or other protected class in the performance of this Agreement. Consultant shall take affirmative action to ensure that applicants are employed and that employees are treated during employment without regard to their 749

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race, color, creed, religion, sex, gender, sexual orientation, marital status, national origin, ancestry, or other protected class. Consultant shall comply with the provisions of the Fair Employment and Housing Act (Gov. Code §12990 (a -f) et seq.) and the applicable regulations promulgated thereunder (California Code of Regulations, Title 2, Section 7285 et seq.). The applicable regulations of the Fair Employment and Housing Commission implementing Government Code Section 12990 (a-f), set forth in Chapter 5 of Division 4 of Title 2 of the California Code of Regulations, are incorporated into this Agreement by reference and made a part hereof as if set forth in full. Consultant and its subcontractors shall give written notice of their obligations under this clause to labor organizations with which they have a collective bargaining or other agreement. Consultant shall comply with regulations relative to Title VI (nondiscrimination in federally -assisted programs of the Department of Transportation – Title 49 CFR, Part 21 – Effectuation of Title VI of the 1964 Civil Rights Act). Title VI provides that the recipients of federal assistance will implement and maintain a policy of nondiscrimination in which no person in the state of California shall, on the basis of r ace, color, national origin, religion, sex, age, or disability, be excluded from participation in, denied the benefits of, or subject to discrimination under any program or activity by the recipients of federal assistance or their assignees and successors in interest.

8.4 National Labor Relations Board Certification.

In accordance with Public Contract Code §10296, Consultant hereby states under penalty of perjury that no more than one final unappealable finding of contempt of court by a federal court has been issued against Consultant within the immediately preceding two-year period, because of Consultant’s failure to comply with an order of a federal court that orders Consultant to comply with an order of the National Labor Relations Board.

8.5 Debarment and Suspension Certification.

A. The Consultant’s signature affixed herein shall constitute a certification under penalty of perjury under the laws of the State of California, that the Consultant or any person associated therewith in the capacity of owner, partner, director, officer or manager:

1. Is not currently under suspension, debarment, voluntary exclusion, or determination of
ineligibility by any federal agency;

2. Has not been suspended, debarred, voluntarily excluded, or determined ineligible by any federal agency within the past three (3) years;

3. Does not have a proposed debarment pending; and

4. Has not been indicted, convicted, or had a civil judgment rendered against it by a court of competent jurisdiction in any matter involving fraud or official misconduct within the past three (3) years.

B. Any exceptions to this certification must be disclosed to City. Exceptions will not necessarily result in denial of recommendation for award, but will be considered in determining responsibility. Disclosures must indicate the party to 750

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whom the exceptions apply, the initiating agency, and the dates of agency action.

C. Exceptions to the Federal Government excluded parties (https://sam.gov/content/home) maintained by the U.S. General Services Administration are to be determined by FHWA.

8.6 Prohibition of Expending City, State, or Federal Funds for Lobbying.

A. The Consultant certifies, to the best of his or her knowledge and belief, that:

1. No State, Federal, or City appropriated funds have been paid or will be paid, by or on behalf of the Consultant, to any person for influencing or attempting to influence an officer or employee of any local, State, or Federal agency, a Member of the State Legislature or United States Congress, an officer or employee of the Legislature or Congress, or any employee of a Member of the Legislature or Congress in connection with the awarding or making of this Agreement, or with the extension, continuation, re newal, amendment, or modification of this Agreement.

2. If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any agency, a Member of Congress, an officer or employee of Congress, or an employee of a m ember of Congress in connection with this Agreement, the Consultant shall complete and submit Standard Form - LLL, “Disclosure Form to Report Lobbying,” in accordance with its instructions.

C. This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by 31 U.S.C. §135 2. Any person who fails to file the required certification shall be subject to a civil penalty of not less than ten thousand dollars ($10,000) and not more than one hundred thousand dollars ($100,000) for each such failure.

D. The Consultant also agrees by signing this document that he or she shall require that the language of this certification be included in all lower tier subagreements, which exceed one hundred thousand dollars ($100,000), and that all such subrecipients shall certify and disclose accordingly.

8.7 Rebates, Kickbacks or other Unlawful Consideration. The Consultant warrants that this Agreement was not obtained or secured through rebates, kickbacks or other unlawful consideration either promised or paid to any City employee. For breach or violation of this warranty, City shall have the right, in its discretion, to terminate this Agreement without liability, to pay only for the value of the work actually performed, or to deduct from this Agreement price or otherwise recover the full amount of such rebate, kickback or other unlawful consideration.

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8.8 Non-Discrimination Clause and Statement of Compliance.

A. The Consultant’s signature affixed herein and dated shall constitute a certification under penalty of perjury under the laws of the State of California that the Consultant has, unless exempt, complied with the nondiscrimination program requirements of Gov. Code §12990 and 2 CCR § 8103.

B. During the performance of this Agreement, Consultant and its subconsultants shall not deny the Agreement’s benefits to any person on the basis of race, religious creed, color, national origin, ancestry, physical disability, mental disability, medical condition, genetic information, marital status, sex, gender, gender identity, gender expression, age, sexual orientation, or military and veteran status, nor shall they unlawfully discriminate, harass, or allow harassment against any employee or applicant for employment because of race, religious creed, color, national origin, ancestry, physical disability, mental disability, medical condition, genetic information, marital status, sex, gender, gender identity, gender expression, age, sexual orientation, or milit ary and veteran status. Consultant and subconsultants shall insure that the evaluation and treatment of their employees and applicants for employment are free from such discrimination and harassment.

C. Consultant and subconsultants shall comply with the provisions of the Fair Employment and Housing Act (Gov. Code §12990 et seq.), the applicable regulations promulgated there under (2CCR §11000 et seq.), the provisions of Gov. Code §§11135-11139.5, and the regulations or standards adopted by City to implement such article. The applicable regulations of the Fair Employment and Housing Commission implementing Gov. Code §12990 (a -f), set forth 2 CCR §§8100 -8504, are incorporated into this Agreement by referenc e and made a part hereof as if set forth in full.

D. Consultant shall permit access by representatives of the Department of Fair Employment and Housing and the City upon reasonable notice at any time during the normal business hours, but in no case less than twenty -four (24) hours’ notice, to such of its books, records, accounts, and all other sources of information and its facilities as said Department or City shall require to ascertain compliance with this clause.

E. Consultant and its subconsultants shall give written notice of their obligations under this clause to labor organizations with which they have a collective bargaining or other Agreement.

F. Consultant shall include the nondiscrimination and compliance provisions of this clause in all subcontracts to perform work under this Agreement.

G. The Consultant, with regard to the work performed under this Agreement, shall act in accordance with Title VI of the Civil Rights Act of 1964 (42 U.S.C. §2000d et seq.). Title VI provides that the recipients of federal assistance will 752

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implement and maintain a policy of nondiscrimination in which no person in the United States shall, on the basis of race, color, national origin, religion, sex, age, disability, be excluded from participation in, denied the benefits of or subject to discri mination under any program or activity by the recipients of federal assistance or their assignees and successors in interest.

H. The Consultant shall comply with regulations relative to non-discrimination in federally-assisted programs of the U.S. Department of Transportation (49 CFR 21 - Effectuation of Title VI of the Civil Rights Act of 1964). Specifically, the Consultant shall not participate either directly or indirectly in the discrimination prohibited by 49 CFR §21.5, including employment practices and the selection and retention of Subconsultants.

I. Consultant, subrecipient or subconsultant will never exclude any person from participation in, deny any person the benefits of, or otherwise discriminate against anyone in connection with the award and performance of any contract covered by 49 CFR 26 on the basis of race, color, sex, or national origin. In administering the City components of the DBE Program Plan, Consultant, subrecipient or subconsultant will not, directly, or through contractual or other arrangements, use criteria or methods of adminis tration that have the effect of defeating or substantially impairing accomplishment of the objectives of the DBE Program Plan with respect to individuals of a particular race, color, sex, or national origin.

ARTICLE 9. MISCELLANEOUS PROVISIONS

9.1 Notices. Any notice or other communication either Party desires or is required to give to the other Party or any other person in regards to this Agreement must be in writing and may be given either by (i) personal service, (ii) delivery by a reputable document deli very service, such as but not limited to, Federal Express, which provides a receipt showing date and time of delivery, (iii) mailing in the United States Mail, certified mail, postage prepaid, return receipt requested, in the case of City addressed to City Clerk at City of Murrieta, 1 Town Square, Murrieta, California 92562, and in the case of Consultant, to the person(s) at the address designated on the cover page of this Agreement. Either Party may change its address by notifying the other Party of the change of address in writing. Notice shall be deemed communicated at the time personally delivered or in seventy -two (72) hours from the time of mailing if mailed as provided in this Section.

9.2 Interpretation. The terms of this Agreement shall be construed in accordance with the meaning of the language used and shall not be construed for or against either Party by reason of the authorship of this Agreement, headings used, or any other rule of construction which might otherwise apply.

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9.3 Counterparts. This Agreement may be executed in counterparts, each of which shall be deemed an original, and such counterparts shall constitute one and the same instrument.

9.4 Integration; Amendment. This Agreement, including the attachments hereto, is the entire, complete, and exclusive expression of the understanding of the Parties as to the Agreement. It is understood that there are no oral agreements between the Parties hereto affecting this Agreement, and this Agreement supersedes and cancels any and all prior and contemporaneous negotiations, arrangements, agreements, and understandings, if any, between the Parties, concerning this Agreement, and none shall be used to interpret this Agreement. No amendment to or modification of this Agreement shall be valid unless made in writing and approved by Consultant and by City.

9.5 Severability. Should a portion of this Agreement be declared invalid or unenforceable by a judgment or decree of a court of competent jurisdiction, such invalidity or unenforceability shall not affect any of the remaining portions of this Agreement which are hereby declared as severable and shall be interpreted to carry out the intent of the Parties unless the invalid provision is so material that its invalidity deprives either Party of the basic benefit of their bargain or renders this Agreement meaningless.

9.6 No Undue Influence. Consultant declares and warrants that no undue influence or pressure was used against or in concert with any officer or employee of City in connection with the award, terms, or implementation of this Agreement, including any method of coercion, confidentia l financial arrangement, or financial inducement. No officer or employee of City has or will receive compensation, directly or indirectly, from Consultant, or from any officer, employee, or agent of Consultant, in connection with th e award of this Agreement or any work to be conducted as a result of this Agreement. Violation of this Section shall be a material breach of this Agreement entitling City to remedies in Section 7.4 and any and all remedies at law or equity.

9.7 Corporate Authority . The persons executing this Agreement on behalf of the Parties hereto warrant that (i) such Party is duly organized and existing, (ii) they are duly authorized to execute and deliver this Agreement on behalf of said Party, (iii) by so executing this Agreement, such Party is formally bound to the provisions of this Agreement, and (iv) entering into this Agreement does not violate any provision of any other agreement to which said Party is bound. This Agreement shall be binding upon th e heirs, executors, administrators, successors, and assigns of the Parties.

9.8 Federal Funding. As federal funding is being utilized to fund part of the Project, as indicated on the Cover Page of this Agreement, the terms of Exhibit F are hereby incorporated herein by this reference.

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9.9 Cost Principles and Administrative Requirements.

A. The Consultant agrees that 48 CFR 31, Contract Cost Principles and Procedures, shall be used to determine the allowability of individual terms of cost.

B. The Consultant also agrees to comply with Federal procedures in accordance with 2 CFR 200, Uniform Administrative Requirements, Cost Principles, and Audit Requirements for Federal Awards.

C. Any costs for which payment has been made to the Consultant that are determined by subsequent audit to be unallowable under 48 CFR 31 or 2 CFR 200 are subject to repayment by the Consultant to City.

D. When a Consultant or Subconsultant is a Non -Profit Organization or an Institution of Higher Education, the Cost Principles for Title 2 CFR 200, Uniform Administrative Requirements, Cost Principles, and Audit Requirements for Federal Awards shall apply.

9.10 Contingent Fee . Consultant warrants, by execution of this Agreement, that no person or selling agency has been employed, or retained, to solicit or secure this Agreement upon an agreement or understanding, for a commission, percentage, brokerage, or contingent fee, except ing bona fide employees, or bona fide established commercial or selling agencies maintained by Consultant for the purpose of securing business. For breach or violation of this warranty, City has the right to annul this Agreement withou t liability; pay only for the value of the work actually performed, or in its discretion to deduct from the Agreement price or consideration, or otherwise recover the full amount of such commission, percentage, brokerage, or contingent fee.

9.11 Equipment Purchase.

A. Prior authorization in writing by City’s Contract Administrator shall be required before Consultant enters into any unbudgeted purchase order, or subcontract exceeding five thousand dollars ($5,000) for supplies, equipment, or Consultant services. Consultant shall provide an evaluation of the necessity or desirability of incurring such costs.

B. For purchase of any item, service, or consulting work not covered in Consultant’s approved Cost Proposal and exceeding five thousand dollars ($5,000), with prior authorization by City’s Contract Administrator, three competitive quotations must be submitted with the request, or the absence of proposal must be adequately justified.

C. Any equipment purchased with funds provided under the terms of this Agreement is subject to the following:

1. Consultant shall maintain an inventory of all nonexpendable property.

Nonexpendable property is defined as having a useful life of at least two years and an acquisition cost of five thousand dollars ($5,000) or more. If the purchased equipment needs replacement and is sold or traded in, City shall receive a proper refund or credit at the conclusion of the Agreement, or if the Agreement is terminated, Consultant may either keep the equipment and credit City in an amount equal to its fair market value, or 755

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sell such equipment at the best price obtainable at a public or private sale, in accordance with established City procedures; and credit City in an amount equal to the sales price. If Consultant elects to keep the equipment, fair market value shall be determined at Consultant’s expense, on the basis of a competent independent appraisal of such equipment. Appraisals shall be obtained from an appraiser mutually agreeable to by City and Consultant, if it is determined to sell the equipment, the terms and condi tions of such sale must be approved in advance by City.

2. Regulation 2 CFR 200 requires a credit to Federal funds when participating equipment with a fair market value greater than five thousand dollars ($5,000) is credited to the project.

9.12 Evaluation of Consultant. Consultant’s performance will be evaluated by the City.

A copy of the evaluation will be sent to Consultant for comments. The evaluation, together with the comments, shall be retained as part of the Agreement record.

9.13 Non-liability of City Officers and Employees. It is mutually understood between the Parties that this Agreement may have been written before ascertaining the availability of funds or appropriation of funds, for the mutual benefit of both Parties, in order to avoid program and fiscal delays that would occur if the Agreement were executed after that determination was made. This Agreement is valid and enforceable only if sufficient funds are made available to City for the purpose of this Agreement. In addition, this Agreement is subject to any additional restrictions, limitations, conditions, or any statute enacted by the Congress, State Legislature, or City governing board that may affect the provisions, terms, or funding of this Agreement in any manner. It is mutually agreed that if sufficient funds are not appropriated, this Agreement may be amended to reflect any reduction in funds. City has the option to void the Agreement under the termination clause pursuant to Section 7.2, or by mutual agreement to amend the Agreement to reflect any reduction of funds.

ARTICLE 10. TITLE VI ASSURANCES

The U.S. Department of Transportation Order No. 1050.2A requires all federal-aid Department of Transportation contracts between an agency and a consultant to contain Title VI Assurances.

In addition, the consultant must include the Title VI Assurances in all subcontracts to perform work under the contract.

10.1 Compliance with Non -Discrimination Regulations. During the performance of this Agreement, the Consultant, for itself, its assignees, and successors in interest agrees as follows; a) compliance with Regulations, Consultant shall comply with the regulations relative to nondiscrimination in federally assis ted programs of the Department of Transportation, Title 49, Code of Federal Regulations, Part 21, as they may be amended from time to time, which are herein incorporated by reference and made a part of t his agreement; b) nondiscrimination, Consultant, with regard to the work performed by it during the Agreement, shall not discriminate on the 756

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grounds of race, color, sex, national origin, religion, age, or disability in the selection and retention of sub-applicants, including procurements of materials and leases of equipment. Consultant shall not participate either directly or indirectly in the discrimination prohibited by Section 21.5 of the Regulations, including employment practices when the agreement covers a program set forth in the regulations, solicitations for sub -agreements, including procurements of materials and equipment: In all solic itations either by competitive bidding or negotiation made by Consultant for work to be performed under a sub-agreement, including procurements of materials or leases of equipment, each potential sub -applicant or supplier shall be notified by C onsultant of the Consultant’s obligations under this Agreement and the regulations relative to nondiscrimination on the grounds of race, color, or national origin ; d) i nformation and reports, Consultant shall provide all information and reports required by the regulations, or directives issued pursuant thereto, and shall permit access to its books, records, accounts, other sources of information, and its facilities as may be determined by the City or FHWA to be pertinent to ascertain compliance with such regulations or directives. Where any information required of C onsultant is in the exclusive possession of another who fails or refuses to furnish this information, Consultant shall so certify to the City or FHWA as appropriate, and shall set forth what efforts C onsultant has made to obtain the information, e) sanctions for noncompliance, in the event of Consultant’s noncompliance with the nondiscrimination provisions of this agreement, the City shall impose such agreement sanctions as it or the FHWA may determine to be appropriate, including, but not limited to: i) withholding of payments to Consultant under the Agreement within a reasonable period of time, not to exceed 90 days; and/or ii) cancellation, termination, or suspension of the Agreement, in whole or in part, f) incorporation of provisions: C onsultant shall include the provisions of paragraphs (a) through (f) in every sub -agreement, including procurements of materials and leases of equipment, unless exempt by the Regulations, or directives issued pursuant thereto. Consultant shall take such action with respect to any sub - agreement or procurement as the City or FHWA may direct as a means of enforcing such provisions including sanctions for noncompliance, provided, however, that, in the event Consultant becomes involved in, or is threatened with, litigation with a sub-applicant or supplier as a result of such direction, C onsultant may request the City enter into such litigation to protect the interests of the City, and, in addition, Consultant may request the United States to enter into such litigation to protect the interests of the United States.

10.2 Nondiscrimination Statutes and Authorities . During the performance of this contract, the Consultant, for itself, its assignees, and successors in interest agrees to comply with the following nondiscrimination statutes and authorities, including, but not limited to:

Title VI of the Civil Rights Act of 1964 (42 U.S.C. § 2000d et seq., 78 stat. 252), (prohibits discrimination on the basis of race, color, national origin); and 49 CFR Part 21.

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The Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, (42 U.S.C. § 4601), (prohibits unfair treatment of persons displaced or whose property has been acquired because of Federal or Federal -aid programs and projects);

Federal-Aid Highway Act of 1973, (23 U.S.C. § 324 et seq .), (prohibits discrimination on the basis of sex);

Section 504 of the Rehabilitation Act of 1973, (29 U.S.C. § 794 et seq .), as amended, (prohibits discrimination on the basis of disability); and 49 CFR Part 27;

The Age Discrimination Act of 1975, as amended, (42 U.S.C. § 6101 et seq .), (prohibits discrimination on the basis of age);

Airport and Airway Improvement Act of 1982, (49 U.S.C. § 471, Section 47123), as amended, (prohibits discrimination based on race, creed, color, national origin, or sex);

The Civil Rights Restoration Act of 1987, (PL 100 -209), (Broadened the scope, coverage and applicability of Title VI of the Civil Rights Act of 1964, The Age Discrimination Act of 1975 and Section 504 of the Rehabilitation Act of 1973, by expanding the definition of the terms “programs or activities” to include all of the programs or activities of the Federal-aid recipients, sub-recipients and contractors, whether such programs or activities are Federally funded or not); Titles II and III of the Americans with Disabilities Act, which prohibit discrimination on the basis of disability in the operation of public entities, public and private transportation systems, places of public accommodation, and certain testing entities (42 U.S.C. §§ 12131 – 12189) as implemented by Department of Transportation regulations 49 C.F.R. parts 37 and 38;

The Federal Aviation Administration’s Non -discrimination statute (49 U.S.C. § 47123) (prohibits discrimination on the basis of race, color, national origin, and sex);

Executive Order 12898, Federal Actions to Address Environmental Justice in Minority Populations and Low-Income Populations, which ensures discrimination against minority populations by discouraging programs, policies, and activities with disproportionately high and adverse human health or environmental effects on minority and low-income populations;

Executive Order 13166, Improving Access to Services for Persons with Limited English Proficiency, and resulting agency guidance, national origin discrimination includes discrimination because of Limited English Proficiency (LEP). To ensure compliance with Title VI, you must take reasonable steps to ensure that LEP persons have meaningful access to your programs (70 Fed. Reg. at 74087 to 74100);

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Title IX of the Education Amendments of 1972, as amended, which prohibits you from discriminating because of sex in education programs or activities (20 U.S.C. 1681 et seq).

[SIGNATURES ON THE FOLLOWING PAGE]

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IN WITNESS WHEREOF, the Parties hereto have executed this Agreement on the date and year first-above written.

CITY:

CITY OF MURRIETA, a Cal ifornia municipal
corporation

By:___________________________
Justin Clifton, City Manager

ATTEST: Effective Date:

_____________________________
Cristal McDonald, City Clerk
Date:

APPROVED AS TO FORM:

ALESHIRE & WYNDER, LLP

_____________________________
Tiffany Israel, City Attorney
Date:

CONSULTANT:

Two corporate officer signatures required when Consultant is a corporation , with one signature required from each of the following groups: 1) Chairperson of the Board ,
President or any Vice President; and 2) Secretary, any
Assistant Secretary , Chief Financial Officer or any
Assistant Treasurer. (Cal. Corp. Code 313.) Appropriate attestations shall be included as may be required by the bylaws, articles of incorporation or other rules or
regulations applicable to Consultant’s business City.

By:___________________________
Name:

Title:

Date:

By:___________________________
Name:

Title:

Date:
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EXHIBIT “A”

SCOPE OF SERVICES

I. Consultant will perform the following Services:

Provide professional services to complete the plans, specifications, and estimates (PS&E), right of way engineering, and construction design support for Alternative 5 for the I-215/Keller Road Interchange project as described in the Proposal/Scope of Services from Mark Thomas & Company, Inc., included as part of this agreement.

II. In addition to any other requirements of this Agreement, during the performance of the Services, Consultant will keep the City appraised of the status of performance by delivering the following status of reports:

Regular project schedule updates, progress submittals, bi-monthly progress meetings, monthly progress meetings.

III. All work product is subject to review and acceptance by the City, and must be revised by the Consultant without additional charge to the City until found satisfactory and accepted by the City.

IV. Consultant will utilize the following personnel to accomplish the Services:

Zach Siviglia, PE; Darin Johnson, PE; Alan Su, PE; Paul Mattica, PE; Lynn Odgiiv, SE; Tyler Hodge, PE; Dave Moritza, PLS; Julie Beeman, VCS; Earth Mechanics, Inc. (consultant); LN Consulting (consultant); LIN Consulting (consultant); Safeprobe (consultant); VCS (consultant)

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I-215/Keller Road Interchange PS&E
City of Mur rieta