ATT 5 - Reimbursement Agreement Between the City and Frontier — Murrieta City Council, August 19, 2025

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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

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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

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,

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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
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.

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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
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

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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

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

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

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

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.

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

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
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
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

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.

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.

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

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.

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.

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.

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
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

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

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.

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.

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.

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
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

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.

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.

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.

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

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
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

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.

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.

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

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.

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.

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.

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.

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

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.

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.

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
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.

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
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
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.

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
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.

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
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'
02040 40 120 80
14 ANTELOPE ROAD
S
E
E
S
H
E
E
T 13
M
A
TC
H
LIN
E
TS

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

13'
12'
10'
12'
12'
12'
10'
12'
8'
11'
6'
12'
11'
3'
R1-1
(R1-1)

STRIPING DETAIL NO.

PROPOSED SIGN PROPOSED SIGN

EXISTING SIGN

TRAFFIC SIGNAL
XX
PM

PAVEMENT MARKING

THERMOPLASTIC

SIGNING AND STRIPING PLAN
PM VI
TYPE
27B
PMVI
TYPE
12 29
27B

PMIV(L)
TYPE
200'38
22 150'
PMVI
TYPE

PMIV(L)
TYPE
39A100'150'
29 PMIV(L)
TYPE
165'38
22 39
12 150'

PMIV(L)
TYPE
29 39A100'150'
90'38
12 29

PMIV(L)
TYPE
130'38
39 12
29 PM12" WHITE
X-WALK
10'
10'
PM

PMIV(L)
TYPE
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
VARIES
150'
150'

LIMIT LINE
12" WHITE
14'
25'
90' TRANSITION

TRANSITION
60'
S
E
E
B
E
LO
W
R
IG
H
T
M
A
T
C
H
LIN
E
D
W
Y

ANTELOPE ROADD
W
Y
L
IM
IT
S
P
R
O
J
E
C
T TS
R
O
A
D
S
C
O
T
T

14'
12'
12'
11'
12'
12'
11'
6'
115'38
1 50'

PM IV(L)
TYPE
29 150'
12 1100'
38220'
22 PMIV(R)
TYPE

PMIV(L)
TYPE
12 PMIV(L)
TYPE
39 29
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)

PMIV(R)
TYPE

PMIV(L)
TYPE
PM(18')
TYPE I
R3-5(R)
ONLY
(R3-5(R))

TRANSITION
60'
S
E
E
A
B
O
V
E
LE
F
T
M
A
T
C
H
LIN
E
TAPER
50'
& ARROW

WITH PERSON
SYMBOL

BIKE LANE
& ARROW

WITH PERSON
SYMBOL

BIKE LANE
& ARROW

WITH PERSON
SYMBOL

BIKE LANE
06/09/25
06/09/25
06/09/25
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
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

ELM STREET
TS

ELM STREET

ELM STREET
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
27'
27'
54' 54'
54'
28'
40'
28'
10'
10'
12'
16'
R1-1
(R1-1)

STRIPING DETAIL NO.

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'

PMIV(L)

TYPE PMIV(L)
TYPE
VARIES

TRANSITION
60'
L
IM
IT
S
P
R
O
J
E
C
T
90' TRANSITION
06/09/25
06/09/25
06/09/25

Murrieta City CouncilAugust 19, 2025

Murrieta City Council
August 19, 2025