Murrieta City Council
January 20, 2026

CITY OF MURRIETA

SHEET INDEX
PARCEL MAP 38373 TITLE

COVER SHEET

STREET AND STORM DRAIN

GENERAL NOTES

IMPROVEMENT PLAN CONSTRUCTION DETAILS

CROSS SECTIONS

HOR ZONTAL CONTROL PLAN

MONROE AVE DEMOLITION PLAN

MURRIETA HOT SPRINGS RD DEMOLITION PLAN

VISTA MURRIETA RD DEMOLITON PLAN

MONROE AVE IMPROVEMENT PLAN AND PROFILE

VINO SMAR

IMPROVFMENT PIAN AND

MURRIETA HOT SPRINGS ROLLER

WALSH CENTER DR IMPROVEMENT PLAN AND PROFILE LEGEND

MONROE AVE MEDIAN STAKING SHEET PERTY BOUNDARY

PROPERTY LINE / R/W

VISTA MURRIETA RD IMPROVEMENT PLAN AND PROFILE

STAKING DETAILS

MONROE AVE LINE A STORM DRAIN IMPROVEMENT PLAN

MONROE AVE LINE B STORM DRAIN IMPROVEMENT PLAN
-100=

MONROE AVE STORM DRAIN PROFILES

VISTA MURRIETA RD STORM DRAIN IMPROVEMENT PLAN

ONSITE PER SIGNING AND MARKING PLANS

SEPARATE PLANS LIGHTING PLANS
EXIST. LIFT STATION TRAFFIC SIGNAL PLANS MOT HENCE
3°0 BAGS/BERN

MILL AND OVERLAY

BRICK PAVERS
ABBREVIATIONS 4" ASPHALT PAVEMENT
AGGREGATE BASE мОНС MIDDLE OF HORIZONTAL CURVE

SONIA DISABILITES ACT MUTCO CONCRETE PAVEMENT

ON UNIFORM CONTROL

GRAVEL ROAD

INDSCAPE (SEE LANDSCAF

ANS FOR DETAILS

ANASE ENTRACTES DISPERSION SWALE

RIETA HOT SPRINGS ROAD- ING OF VERTICAL CURVE CAT CEMENT CONCRETE MORTARED COBBLE ) GUTTER

DEMO LANDSCAPE
SHEET 9,15.

DEMO GRAVEL ROAD

AME ERET PER SECOND OS PER SQUARE INCH

DEMO ASPHALT PAVEMENT

DEANINOR LEAD-IN CABLE VERTICAL CURVATURE

DEMO RRICK PAVERS
BASIS OF BEARING NOTE ENGINEER IS Or WAY G OVERHEAD LINE

THE BEARINGS SHOWN HEREON ARE BASED ON THE UNDERGROUND
LINE BETWEEN STATIONS "BILL" AND "DVLS" RETURN
NATIONAL GEODETIC SURVEY, NAD83 AININO

DECLARATION OF RESPONSIBLE CHARGE BRAIN LINE

ACTION NEACE PLAN PAVEMENT HE MATA ON UNE

BENCHMARK

STORM DRAIN STRUCTURE
RIVERSIDE COUNTY BENCHMARK 600_11_68 SOURCE OF TOPOGRAPHY ELEVATION: 1050.946 (NGVD1929) FLOOR STORM DRAIN MANHOLE

ROTECH MAPPIN

TRUM CENTER STORM DRAIN CURR INIFT
92618 SHED SURFACE GRATE INLET
UTILITY PURVEYORS 619.606.5020 F WALL

SEWER MANHOLE

WATER DISTRICT SANITATION

ASTERN MUNICIPAL SOILS ENGINEER ELEPHONE ELECTRIC GREASE INTERCEPTOR

ROAD FIRE HYDRANT
(951) 928-397570 POINT
CA 92570 • SOTECT SATE NOB

EXISTING SEWER STRICTIRE
551.509.7090 709092880 Javo no EXISTING STORM DRAIN STRUCTURE 11/19/2024

SIDEWALK DEMOLITION

OWNER/APPLICANT DATE / SCAPING SIGHT DISTANCE
(909) 548-7249

SOUTHERN CALIFORNIA GAS COMPANY MIDWEST GUARDRAIL SYSTEM DO OAKDALE , A 91311 858.245.1937
WDID # 9 330401926
"AS BUILT" SEAL:

SHEET CITY OF MURRIETA SHEETS

HE RECEIPT OF AS-BUILT PLANS AND CITY'S ACCEPTANC
4520 VILLAGE WALK PI BSOLVE THE ENGINEER OF WORK OF ANY RESPONSIBILITY FOR THE PROJECT DESIGN Kimley»Horn ETA. CA 92562 IMPROVEMENT
ENGINEER OF WORK THE CE CAL 401 B STREET, SUITE 600,
DATE
RCE NO. EVDIDATAN DATE WwW.KIMLEY-HORN.COM COVER SHEET
Underground Service Alert APPROVED FOR SIGNATURE HORIZONTAL DESCRIPTON: RIVERSIDE COUNTY BENCHMARK 500-11-68 PREPARED RY DATE Cal TOLL FREE AS NOTED MEN 2+K Make 512/19/24
4 FEET SOUTH OF THE SOUTH-EAST CORNER OF DIRECTOR OF PUBIC WORKS / CITY ENGINEER matter VERTICAL Jaws lemo 11/19/2024
7 FT CHAIN LINK FENCE OF S.C.E. MURRIETA SUBSTATION #2 ] 11-26-24 422-462 TAMMIE MORENO DATE PROJECT NO.

U-20-1902 INITIAL ENG-PC-MP-202-0000 24-5670
- MICHAE, BAOS NIERHATONAL AS NOTED REVISION DFSCRIPTION SNOT:

ELEVATION: 1050.946 DATUM: NGVD1929 RCE NO. 74417 EY DANGER OF WORK CITY APPROVAl

CONSTRUCTION NOTES AND QUANTITY ESTIMATES

CONSTRUCTION NOTE ITEM DESCRIPTION UNIT QUANTITY

I FILTER
TON 3877 46A TYPE 2 180

CURB CUT
PON CRY OF MURATE TO FAL NO. CY 4970
55 6" SCH 40 PERFORATED PIPE 1300
LF 1600
® CHECK DAM PER CITY OF TEMECULA STD. 953. 32
LF 3600 700

10. 301
69 SHEETRUCT 3 RIBBON GUTTER PER DETAIL ON 55
LF 400 CONSOR EAST COOTER PER
SF 28280 62 DO STRATO NO. CURE, CASE A, PER CITY 1800
MENT
EA 4 63 COUNTY STO CAS. A CURB RAMP PER RIVERSIDE
VCUT, GRIND, OVERLAY, AND J 65 AUSTRIA DEO CROSS GUTTER PER CITY OF SPECIAL 100 8940
•IING PAVEM
ADJUST MANHOLE TO GRADE EA 66) CONSTRUCT BIOFILITRATION SWALE WIT: 935 2 MANHOLE
EA
68 CONSTRUCT 5' AC DIKE TRANSITION PER DETAIL ON
SHF-T 3
FENCE AND DISPOSE CHAIN LINK LF 5000
69) CONSTRUCT 4" MOUNTABLE AC DIKE PER CITY OF 30
MURRIETA STD. NO
PROPOSED TREE WELL EA 60 CONSOR MURA STO NO. CEPTOR DRAIN PER 2600
CAT OF LANE A STO NO A PER SF 5000 SF 225
® RICK PAVERS PER CITY OF MURIET SF 3550
D. NO. 11 CONSTRUCT RECTANGUSAR CONCRETE CULVERT
SHEET
SF 11000

USHED RUI

SONSTRUCT MODIFIED CATCH BASIN PER DETAIL ON EA
REMOVE SCE OVERHEAD POLE TO BE EA 4 AD RAILING
20S3 LARS 1050
LO NTRE A TO NO TER PER CITY 2260
LF 110
38 LF 129
SHESTRUCT A.C. DIKE CURB CUT PER DETAIL ON EA
INSTALL 12"
39) O NURE I A AT PER TY 23
INSTALL MORTARED COBBLE MEDIAN SECTION SF 240
1880
620 SF 560

OF MURIETA SOMENT
NSTRUCT TYPE A-6 C&G PER CITY OF MURRIE1
42) 15 VITH MODIFIED WIDTH - 12" DEP LF 335
STO INCLUDES TRANSITION.

20. OF FLOOD PLAINS OR NATURAI WATER
EA SOD. CASE CURB RAMP PER CALTRANS EA

21. ALL ESPERAL BEERS SHAL BE CLEARLY DEINEATED IN THE
LF 35
WIDTH=12", DEPTH=6".

CONSTRUCT CONCRETE PEDESTRIAN RAMP
SUN. DON US TURE NO. 4 PER ROFC EA

APEN RAN AS NECESSARY
4 ENDEAL PER CALTRANS STD. NO. D9O, 35
LF 300
INSTAL| 30" RCP STORM PIPF 5.30

IS REQUIRED FOR ANY IMPORT/EXPORT
INSTALL 36" RCP STORM PIPE 150
• NUMBER
WDID #: 9330401926
"AS BUILT' SEAL: CITY OF MURRIETA SHEETS
37 20, N CASE D ENEROENCT, A HOUR CONTACT IS ADAM CONGTON, A THE RECEPT ONE OF PAO AND RESORT OR THE PRODE. Kimley» Horn

ENGINEER OF WORK DATE C OF CALIFOR

RCE NO EYPIPATION DATE CCA FI

GENERAL NOTES
Underground Service Alert BENCH MARK [APPROVED FOR SIGNATURE HORIZONTAL

PREPARED BY DATE
Call TOLL FREE AS NOTED
4 FEET SOUTH OF THE SOUTH-EAST CORNER OF DIRECTOR OF PUBLIC WORKS / CITY ENGINEER Pavilt Jaws Auro 11/19/2024

VERTICAL
100100 FT CHAIN LINK FENCE OF S.C.E. MURRIETA SUBSTATION #2 11-26-24 PROJECT NO. 1-40-190 TAMMIE MORENO ATE INITIA REVISION DESCRIPTION SHT DATE INITIAL ENG-PC-MP-2023-00010 24-571 AS NOTED XP. DATE 09/30/25 ENGINEER OF WOR
DATUM: NGVD1929 RCE NO. 74417 CITY APPROVAI

OLD MINOR AS DIRECTED
15 MIN. DEPTH AND OVERLA)
HEADE CUT 2A MES
AND AG
TOP OF DIKE = FL 4'
SAW CUT - - EX. ЕР
^ 7| _ PARKWAY MOTH PER SIDEWALK WOTH PER R"
- ASPHALI CONCRETE
JUR LANDSCAPE PLAN SEE NOTE 2
-FL PER PLAN
DETAIL #1: SAWGUT GRIND & OVERLAY
DETAIL #2: 6" AC DIKE TRANSITION TO 4" MOUNTABLE AC DIKE ETAIL #4 HERE SEE ANCHOR DETAIL ~R=1/2" NOT TO SCALE
24 MIN

PARKWAY WIDTH PER PLAN SIDEWALK WIDTH PER PLAN
→ TRAVEL LANE.
-1/2" MIN COASTEN CUR TER
- SOM STD 320

HERE A LONG VEGET

I MIN ODORAL PA HERPOR
- PR CENTER CUTE PER DETAL RA SEREN- -6" SAND FILTER LAYER

MODIFIED CURB &

MURE STO NO SO SECTION A-A RECESS TO BE PROVED-

DEEPENED CURB PAL ATE PEN
ANCHOR PER CITY OF TEMECULA STANDARD DETAIL 953
30 MIL PLASTIC LINER-
$2.5"x21"X30" DETAIL #10: TREE WELL IN LANDSCAPE

NOT TO SCALE
MIRAFI 14ON GEOTEXPRO VAD ECOR

LEPRESSION L ANCHOR
CONCRETE CHECK DAMS SHALL BE SPACED EVERY 30 LINEAR FEET OF CURB FACE

SECTION B-B
DETAIL #3: BIOFILTRATION SWALE

CREC NOT TO SCAF

OF DURAPTOR
1,5"3"1
— R=7"

MITH INLET OF CUTER T

3.0'L
AS BAR T - CURK OF A 3 HE FE COM [#CAGE 0 12°
2S'ALVANZED 2.5" LEG @ 90°- THROUGH BOTTOM CENTERED RETAINING MACK OF

STEEL ANGLE
PLAN VIEW ANCHOR DETAIL -30 MIL PLASTIC LINER

EATER TO SURFACE TOE
DETAIL #4: CURB CUT ARDUND PIPE OPENING DIRECTED PER NOTE 1

IOT TO SCALE TO LINERVE
DOMPRE A CENTER Jo BIORE TENTION
RIBBON GUTTER - DRIVEWAY - 171401200
DETAIL #7: MODIFIED CATCH BASIN -PIPE CLAMPS

NOT TO SCAI F -PLASTIC BOOT
SON 40 POV PIPE
(0.5% MIN SLOPE)

DETAIL A

URB CUT C
CURB CUT € (TYP)

TOP OF DIKE
15 g
-OW LINE
DETAIL #9: IMPERMEABLE LINER PENETRATION
1' (TYP) (ТУР)
-8" PCC OVE CONCRETE PECTANCILLAD WALI
I0" CLASS II A
6" A.C. DIKE PER PLANS- SECTION A-A
DETAIL #6: CULVER TO SECTANGULAR WALL DETAIL #8: AC DIKE AND CURB CUT DETAIL 77 I SEE SEANORD BRIG CI DID # 9 33C401926

FOR JOINT DETAILS
"AS BUILT" SEAl

CITY OF MURRIETA
: RECEIPT OF AS-BUILT PLANS AND CITY'S ACCEPTANCE THEREOF DOES | Kimley» Horn ENGINEERING DEPARTMENT DETAIL #5: RIBBON GUTTER

NOT TO COALI
ENGINEER OF WORK 401 B STREET, SUITE 600, TENTATIVE ARE MAP 38573 DATE
RCE NO. CONSTRUCTION DETAILS
Underaround Service Alar BENCH MARK APPROVED FOR SIGNATURE HORIZONTAI DESCRIPTON: RIVERSIDE COUNTY BENCHMARK 600-11-68 PREPARED RY DATE Call TOLL FREE AS NOTED
4 FEET SOUTH OF THE SOUTH-EAST CORNER OF OF PUBLIC WORKS / CITY ENGINEERL howd let VERTICAL Sauna leno 11/20/2024
FT CHAIN LINK FENCE OF S.C.E. MURRIETA SUBSTATION #2 11-26-24 420-4127 TAMMIE MORENO INITIAL MING NO.

AS NOTED REVISION DESCRIPTION ENC-P-AP-702-000 24 5ND
ELEVATION: 1050.94 DATUM: NGVD1929 RCE NO. 74417 EXP. DATE 09/30/25 ENGINEER OF WORI

ENGINEER'S NOTE(S)

1. ALL STATIONING PER ULTIMATE ALIGNMENT.

2. ALL STATION RANGES ROUNDED TO NEAREST 00+25.

S'LY
ULTIMATE 4 - INTERIM G

3. NOT ALL STATION RANGES COVERED. REFER TO PLANS FOR ADDITIONAL DETAILS. R/W

CONC SWALE SIDEWALK
TW PER SEPARATE PLANS• SWALE/LS

SWALE/LS
** EB TRAVEL LANES

MEDIAN SIDEWALK
ULTIMATE MURRIETA STD NO. 43
- LANDSCAPED AREA
100° 2 MEN GET BRICK PAVERS
VAR/S - 2.0% | BENCH
38° 38'
ONSITE
WB TRAVEL LANES MEDIAN ES TRAVEL LANES I SWALEAS BW PER PLAN! MPROVEMENTS SIDEWALK SIDEWALK 15°A CLASS I AB

LACE SEE RI ANES -OF DISPERSON SALES NATIONS
AC PAVEMENT→ DA DISPERED A SEAS

TREAPLAN I STORM SENT MENTS
- 6"C&G (TYP.) T PER PLANS SE SEPAL ARE SMARTEL D -FS PER PLAN i 2.0%

MONROE AVENUE (ULTIMATE CONDITION)
LANDSCAPED AREAS. (PER CITY OSTA, SAO TO SEN 3103 (MOO A)) ULTIMATE Q_ -INTERIM C
105.51

55.5 SIDEWALK
MONROE AVENUE (ULTIMATE CONDITION) TORES - SWALE/LS EB TRAVEL LANES I SWALE 15 (PER IT OF ME A 05 (MOO A)) CONC SWALE IT PAR

I SIDEWALK

BW PER PLANT
CONCRETE INTERCEPTO AC PAVEMENT * BENCH

2.0% 2.0%
HURRIETA STO NO. 43 REFER TO ONSTE
15° CLASS II AB

INDSCAPED ARE SO STORM DEAN HRPEOYEMIENTS
- FS PER PLAN
AN ULTMATE & INTERME 665°

16.5'

WALE/LS

MONROE AVENUE (INTERIM CONDITION)
TO RET WALL NO TRAVEL LANE RADIAN E TRAVEL LANES " I SIDEWALK STA. 599150 TS 61+00.00

INTERIM I TIMATE
• -6" AC DIKF TAL POR
-REFER
15 CASAB
TW PER SEPARATE PLANS- COMPARTEN CHIRARANE- 49.5' 16.5' TEG * STORM DRAN IMPROVEMENT 11.5 * WB TRAVES LANE * EB TRAV.5 LANE* 15.5 SEE SEPARATE PLANS FOR RETAININ - PROPOSED 8" SEWER SIDEWALK

L NEARED ME SOCATIONS
BW PER PLAN 2.7 16" CURB 20% 1 BENCH

WATER SERVICE-

MONROE AVENUE (INTERIM CONDITION)
AC 'OVER•
NOT TO SCALE 5" CLASS III At

MONROE AVENUE (INTERIM CONDITION)
STA. 84-00 50 05+00
DID # 9 330401926
"AS BUILT" SEAL:

ITY OF MURRIET CHEETS

RECEIPT OF AS-BUILT PLANS AND CITY'S ACCEPTANCE THEREOF DOES Kimley»Horn

OLVE THE ENGINEER OF WORK OF ANY RESPONSIBILITY FOR THE PROJECT DE ENGINEER OF WORK DATE TENTATIVE ARE MAD 8573
RCE NO. CROSS SECTIONS
Indormanind Coming Alant APPROVED FOR SIGNATURE HORIZONTAL DATE [APPROVED
DESCRIPTON: RIVERSIDE COUNTY BENCHMARK 600-11-68 PREPARED BY Call TOLL FREE AS NOTED
LOCATION: 4 FEET SOUTH OF THE SOUTH-EAST CORNER OF
luna fol 11/19/2024
7 FT CHAIN LINK FENCE OF S.C.E. MURRIETA SUBSTATION #2 11-26-27 VERTICAL 422-4133 PRO.IECT NO
RECORDEN. 07-26-1982 TAMMIE MORENO DATE INITIAI RATE INITIA • INTERNATIONAI REVISION DESCRIPTION SHT.

AS NOTED EXP. DATE 09/30/25 ENGINEER OF WORK CITY APPROVAL TWO WORKING DAYS BEFORE YOU DIG RCE NO. 74417

EX N'LY R/W- INTERIM PROP SL

ULTMATE

DRIVE AY NB TRAVEL LANE
NB TRAVEL LANE 6" C&G-

1.36% 2.0%
- COMPACTED SUBGRADE
6" C&G-
•ONSITE FG
LEG
" AC OVER
5" CLASS II A

L CONCRETE INTERCEPTOR
Qo.t6

VISTA MURRIETA ROAD VISTA MURRIETA ROAD

COLLECTOR STREET
(PER CITY OF MURIETA STD. NOSTA. (SHSON A), WITH MODIFIED SIDEWALK (PER CITY OF MURETA STO MUSE SOON A), MITH MOREO SOEMAK) EX. N'LY INTERIM S'LY
PROP S

12.5° NB TRAVEL LANE
= SP

LANCELE

CORE BE NO SE
6" C&G T
LEGM
/ SON SHE AN A FOR

FOR STORM DEAN PROVEMEN O CROSS SECTIONS

VISTA MURRIETA ROAD
COLLECTOR STRE:
(PER CITY OF MURRIETA STO.A 18050 F0 23HA), WITH MODIFIED SIDEWALK

INTERIM

EX N'LY INTERM EX S'LY 3 RIBBON GUTTER..

R/W
MATCH EXISTING DRIVAT 58 TRAVEL 1 NB TR

14.5' GRADED EARTHEN DWY
ONCRETE INTERCEPTOF TO R/W SE TRAVEL LANES * NB TRAVEL LANES → CONCRETE DWY AURRIETA STD NO. 432 1,79%

2.0% 5.73%l
6" C&G-
AC OVER- L CONC GUTTER -5.47% EX FENCI
15" CLASS II AF 2.0%

FL PER PLAN

SURERADE
45 CLOVE AS

CONCRETE INTERCEPTOR

LEL PER PLAN

VISTA MURRIETA ROAD VISTA MURRIETA ROAD
STA 25715E
TA. 25+:

NDID # 9 33C401926
"AS BUII T" SEAL:

CITY OF MURRIETA SHEETS)
A SHE RECEP DO AS ON PA OF AND IS ACCENT HER DET DESTIN. Kimley» Horn ENGINEERING DEPARTMENT ENGINEER OF WORK TENTATIVE PREM AP 18573
DATE
RCE NO.

SCALE

APPROVED FOR SIGNATURE CROSS SECTIONS
Underground Service Alert BENCH MARK HORIZONTAI

PREPARED RY APPROVED
DATE
CoL TO I FREI AS NOTED
LOCATION. 1 FEET SOUTH OF THE SOUTHEAST CORNER C
1-800 Jaws lenno DIRECTOR OF PUBLIC WORKS
FT CHAIN LINK FENCE OF S.C.E. MURRIETA SUBSTATION, Lova Pota 41-26-24 VERTICAL 422-4133 DWN BY:

TAMMIE MORENO DATE INITAI
DATE

BAKER INTERNATIONAL AS NOTED REVISION DESCRIPTION
ELEVATION: 1050.946 EXP. DATE 09/30/25 ENGINEER OF WORK CITY APPROVAI IRCE NO. 74417

EX WLY EX E'LY EX NLY
R/W 5R/H
SB
LANE
6" AC DIKE -
- 20%" C&G- EX BASED
(2.0%) (2.0%) EX 6" C&G- (2.0%
2203 cho
5" CLASS II AB
- FY PAVEMENT SECTION

WALSH CENTER DRIVE MURRIETA HOT SPRIN SCS ROAD (EXISTING) STA. 300+75.00 TO 501+50.00

0.5' CURB -3 ABOVE FS (TYP.)

TW PER PIAN
2' BENCH.

BENCH 1 WALL PIPE HANDRALL RIAN RAILING

MURRETARD PROVE MENTS
E SHEET 20 FOR VIS
- 3' ABOVE FS (TYP.)

IRRIETA RD IMPROVEMEI

13.5' 0 5' CIRR
RAMP

BW PER PLAN-
- TC PER PLAN(TYP.)

CONCRETE INTERCEPTOR DRAIN- LEG
W=12", D=6"
CONCRETE PAPA.

FS PER-
•T 11 FOR MONRO FOR STORM DRAN MNPAOVENENO D PLANI TYP.)

ES PER PIAN TYP ) FOR MONROF

OR STORM DRAIN SPROSEMENTS - SEE HERO VEMENTS
TC PER PIAN TYP. )

FILLER PER
LANDSCAPING IMPROVEMENTS(TYP.) SEE SEPARATE PLANS FOR RETAININ

STORM DRAIN PRENTS

SEE SEPARATE PLANS F
LANDSCAPING IMPROVEMENTS(TYP.)

PEDESTRIAN RAMP CROSS SECTION

NOT TO SCALE
PEDESTRIAN RAMP ENTERLINE STA. 10+25.00 PEDESTRIAN RAMP CENTERIINE STA. 10+75.00 "AS BUILT" SEAL: CITY OF MURRIETA

ACCEPTANCI ENGINEERING DEPARTMENT
ABSOLVE THE ENCE ON MR OF AN CARS ASCENT TO THE PR DOES DESCA. Kimley»Horn

STREET IMPROVEMENT
ENGINEER OF WORK DATE TENTATIVE PARCEL MAP 38373

RCE NO EYPIRATION DATE
Underaround Service Aler BENCH MARK APPROVED FOR SIENATIRE HORIZONTAL PREPARED BY DATE APPERTY. MOCHING ZHILWARe 112/19/24

AS NOTED
4 FEET SOUTH OF THE SOUTH-EAST CORNER OF Tue Pet. Jams leuno 11/19/2024 DIRECTOR OF PIRIIC WORKS, CITY ENgINEER / J 1-800
VERTICAl
422-4120 UR 26ENCE OF SCE. MURRETA SUBSTATON *2 11 - 26-24 DATE INITAL PROJECT NO. DRAWING NO

TAMMIE MORENO REVISION DESCRIPTION
AS INTERNATTONAL AS NOTED 24-575
AN 1050 016 _DATUM: NGVD1929 EXP. DATE 09/30/25 ENGINEER OF WORK CITY APPROVAL

ETA RD INTERIM CL
303÷28.68
ENA 2 UMATE CL
т 26+60.85

ALSH CENTER DRIVE MEDICAL CENTER

VSA WORETA UTASE SO
TPT 67F 4IMATE CL
VISTA MURRIETA ULT cere

MONROE AVE I TIMATE CI
_VISTA MURRIETA INTERIM CL
ASTA MURRIETA ULTIMATE CL PRC 21+45.92

MONROE AVENUE

MONROF AVE INTFRIM
MONROE T 77R66. 35-
0 62+3273 END ALIGNMENT

MONROE AVE UL MONROE AVE ULTIMATE CENTERLINE DATA

MONROF AVF MONROF AVE
PI 63+02.8: LINE/CHORD DIRECTION
AVE ULTIMATE CL)= 355.69 1 603 90 12'42'20"
202948334-1224 MURRIETA INTERIM CL) ROAD
884.19 1,900.00 26°39'48"
E 6274788.8409 -MURRIETA HOT
VISTA MURRIETA 132.88' 292.66' 26'00'51"
ULTIMAIE CL PRC 19739.5TA INTERIM CL SPRINGS™ S41'37'14"E 921.66' 815'36 23" 12.94
MONROE AVE ULTIMATE 323.

MONROE AVE INTERIM CENTERLINE DATA

VISTA MURRIETA INTERIM CENTERLINE DATA VISTA MURRIETA ULTIMATE CENTERLINE DATA LINE/CHORD DIRECTION N LENGTH C10 142.33 1,600.00' 5'05'49'

LINE/CHORD DIRECTION LENGTH LINE/CHORD DIRECTION LENGTH 142.33' 1,600.00 505' 10

50.96 200.00' 14'35'55' 015 105.18' 450.00 13'23'33"

69.89° 200.00' 20°01'20"

53.06 450.00' 6'45'21" N43'4415 € 376.39'

69.89° 200.00' 20'01'20°
203.68' 450.00' 2556'00" L15 N57'07'47"E 114.22
136.21' 300.001 26'00'51"
135.17 550.27 14'04'26" N62'44'14"E 307.55
C41 374" 23.50°
210.33' 550.00' 21'54'38"
C41 77 14" 184.68'
203.72' 549.61' 2114'15"
S61'38'34'E 14.54'
N4818'58"E 29.48' WALSH CENTER DRIVE CENTERLINE DATA
S41'37'14"E 243.08'
N62'54'53'E 137.79'
C1[ ZA n Z"C 48.87'

LINE/CHORD DIRECTION ENATH
N69'40'14"E 282.53
N43'44'15"E 42.92' L17 N48'40'23"E 331.83
N62 39 52 E 311.60'
VISTA MURRIETA INTERIN T 124M12

GRAPHIC SCOLE IN FEEZ

VISTA MURRIETA
-VISTA MURRIETA RD INTERIM C
MENT 10+00.00
WDID #: 9 33C401926
"AS BUILT" SEAL

CITY OF MURRIETA
VISTA WURIETA ( 10-B0. : RECEIPT OF AS-BUILT PLANS AND CITY'S ACCEPTANCE THERE DOES SOLVE THE ENGINEER OF WORK OF ANY RESPONSIBILITY FOR THE PROJECT DESI Kimley» Horn VISTA MUAME AC 1028 ENGINEER OF WORK 401 B STREET, SUITE 600 REET IMPROVEMENT PLAI DATE
RCE NO. EXPIRATON DATE SCAI F WW KINEY HORN OM HORIZONTAL CONTROL PLAN Underground Service Alerl DENCA MADE APPROVEN FOR SICNATIIRE HORIZONTAL DESCRIP TON: RIVERSIDE COUNTY BENCHMARK 600-11-68 PREPARED BY DATE CAl TOLL FREE AS NOTED
LOCATION Jauo lumo
Tuva lste 12/13/2024

VERTICAI
12247:24 DATE INITAL CIC-FC.4 702-00 24-5016)

TAMMIE MORENO INTIAL
• INTERNATIONAI AS NOTED REVISION DESCRIPTION
MCE NO. S80E
Tn Mny RAM bemoe yAl nI IRCE NO. 74417 CITY APPROVAL
EXP. DATE 08/30/25 ENGNEER OF WORK

DEMOLITION NOTES
L1 PROTECT IN PLACE. ITEM PER PLAN.

BEGIN 6113 2 ADJUST MANHOLE TO PROPOSED GRADE.
5610 45 3 SAEET AND JOIN EXISTING PAVEMENT PER DETAIL 1 ON FS: (1178.85)*
kEmove AND DIsrUst Ur FULL DEPIN ASPHAI

BASE COURSE REMOV
INCLUDING PAVEMENT FABRICS.
755: 055 166.58' LT
5| REMOVE EXISTING CONCRETE SIDEWALK.
-IZBEGIN
LE REMOVE EXISTING AC DIKE.

CENTER DR E
7 REMOVE EXISTING CONCRETE CURB OR CURB AND GUTTER
: OF EXISTING CONCRETE CROSS
I LEANER PRES ONSTIUCHON ME OATED PER.
13 REMOVE EXISTING CHAIN LINK FENCE.
|14 REMOVE EXISTING SIGN.
15 REMOVE EXISTING POLE.
16 REMOVE AND RELOCATE EXISTING FIRE HYDRANT.
[1Z REMOVE EXISTING STREET LIGHT.
18 REMOVE EXISTING CURB INLET.
19| REMOVE EXISTING CONCRETE WALL.
20 REMOVE EXISTING TREE.

RIGHT OF WAY/AND
WITHIN ARENA.
29 SEE SHEET 35 FOR STREET LIGHT RELOCATION.

ENGINEER'S NOTE(S)

ALL PAVEMENT MARKINGS AND SIG

DRENTER
50 33 67
64÷38.17.

SPARKMAN CT, Lit MEDICAL::

ABOVE RIGHT -1 sw
64+92.04, 56.31' L
S: 1125.98)
• 62+825S: 1121% 41 TCURB RAMP
GUTTER 1
1718 PS: (1127.72)+
c&cД
1 н(2) 20
-3k-
65 MONROE AVE

MAG DIKE

AATCHLINE STA GRAPHIC SCALE IN FEE BO
-28
F6S+06244 35.87' LT
S(1122.33)+ 15
-EX PL/
"AS BUILT' CITY OF MURRIETA
THE RECEIPT OF AS-BUILT PLANS AND CITYS ACCEDTANCE TUEDEAS nACe, Kimley» Horn ENGINEERING DEPARTMENT 37

SOLVE THE ENGINEER OF WORK OF ANY RESPONSIBILITY FOR THE PROJECT DES

DECT IMDROVCMENT DI

ENCINEER OF WORK DATE NTATIVE DARCEI MAD ZOZ
RCE NO. EXPIRATION DATE MONROE AVE DEMOLITION PLAN

APPROVED FOR SIGNATURE HORIZONTAL
DESCRIP ION: RIVERSIDE COUNTY BENCHMARK 600-11-68| PREPARED BY DATE Cal TOLL FREI AS NOTFO
4 fEEt SOuTH Of THE SOUTH-FAST CORNER OF
1_0m Jaura lemo 11/19/2024
7 FT CHAIN LINK FENCE OF S.C.E. MURRIETA SUBSTATION #2 VERTICAL 11-24-24 DATE INITIAL PROJECT NO. AWING NO.

TAMMIE MORENO
BAKER INTERNATTONAL REVISION DESCRIPTION ENC-PC-1MP-2023-00010 24-577 NATI NWD1929 AS NOTED PTY APPR
RCE NO. 74417 EXP. DATE 09/30/25 ENGINEER OF WORK

DEMOLITION NOTES
11 PROTECT IN PLACE. ITEM PER PLAN,
SACEY J AND JOIN EXISTING PAVEMENT PER DETAIL 1 ON

A VENING PAVEMENT FABRICS
5] REMOVE EXISTING CONCRETE SIDEWALK.
17 REMOVE EXISTING CONCRETE CURB OR CURB AND GUTTER
10 REMOVE EXISTING MORTARED COBBLE MEDIAN.
11| REMOVE EXISTING CONCRETE BRICK PAVERS
[14| REMOVE EXISTING SIGN.
20 REMOVE EXISTING TREE.
23 REMOVE EXISTING LANDSCAPE WITHIN MEDIAN
MONROE

MONROEAVE ULTIMATE C

MONROE AVE INTERIM

ENGINEER'S NOTE(S)
-MEDIAN MURRIETA HOT

AC SPRINGS ROAD BEGIN I WATER
END 7- 10-
TOURB ISIGN Om
-7 END -CURB
- 270123-
ES: (1123.16)=
: 227830.73
1 MEDIAN
Es: (172,400
-E: 22183247.

GRAPHIC SCALE IN FEET
WDID #: 9 330401926
"AS BUILT"
SHEET CITY OF MURRIETA | SHEETS

ABSOLVE THE ENGER OF WORK OF ANY RESIS ASEPTY FOR THE PROJECS ESTON RECEIPT OF AS-BUILT PLANS AND CITYS ACCEPTANCE Kimley» Horn
ENGINEER OF WORK ATE OF CALIY 401B STREET, SUITE 600, TENTATTY PARVE AT 38373

RCE NO EVDIDATON DATE
WWW.KIMLEY.HORN.COM MURRIETA HOT SPRINGS RD DEMOLITION PLAN Underaround Service Alert BENCH MARK APPROVED FOR SIGNATURE HORIZONTAL

PREPARED BY DATE
Call TOLL FREE AS NOTED
4 FEET SOUTH OF THE SOUTH-EAST CORNER OF
1-800 VERTICAL Jaws then 11/19/2024
7 FI CHAIN LINK FENCE OF S.C.E. MURRIETA SUBSTATION #2 11-26-24 422-4133 TAMMIE MORENO DATE INITIAL DATE ROJECT NO.

INITIAL ENG-PC-MP-123-00010 DRAG NO
MICHAEL BAKER INTERNATONAL AS NOTED EXP. DATE 09/30/25 ENGINEER OF WORK REVISION DESCRIPTION NO.

ELEVATION: 1050.946 DATUM: NGVD1929 IRCE NO. 74417 CITY APPROVAL

DEMOLITION NOTES
1 PROTECT IN PLACE. ITEM PER PLAN.

SANET TAND JOIN EXISTING PAVEMENT PER DETAIL 1 ON

REMOVE AND DISPOSE OF FULL DEPTH ASPHALT

BASE COURSE REMOVAL
REMOVE AND DISPOSE OF EXISTING CONCRETE DRIVEWAY.

ENOR FRE NO CONSTRUCTOR, MA CALED PER

REMOVE EXISTING CHAIN LINK FENCE

28.92-L1 - END|13} REMOVE EXISTING SIGN.
10+33.48, 29.49 67
= 12-
- 21- 14+84:81,28.95' 51S:9950.33895 LI REMOVE EXISTING POLE. -13 BEGIN H13JBEGIN FS: (1151.10)+
13 BEGIN 21 REMOVE EXISTING GATE.

END 13)
24 REMOVE
25, REMOVE EXISTING CULVERT.

VIŞTA MURRIETA RD: 26 REMOVE BURIED RETAINING WALL.

MONROE AVER

ENGINEER'S NOTE(S)
1 BEST SEN AND MARKIN ISTALLATIOI
LAPSED MOVEMENTS PAVEMENT MARKINGS AND SIGN:

N13
23+1433 3180
ROAD ULTIMATE €

15.39' LT
40141921872
MATCHLINE STA. 18+45.75 - SEE ABOVE RIGHT - 1 GATE
220(1932123 IN
-PR ULTIMATE RAW-

KEY MAP
-PR ULTIMATE RIN ~26+57.45,8.661
FS: (ME+)‡
-EX. R/W

GRANTED BY OWNER

GRAPHIC SCALE IN FEEBO
"AS BUILT" SEAL: SHEETS

CITY OF MURRIETA
Kimley» Horn
STREET IMPROVEMENT • 38373
ENGINEER OF WORK DATE 401 B STREET, SUITE 600, TENTATIVE PARCEL MAP RCE NO. MURRIETA HOT SPRINGS RD DEMOLITION PLAN
Underoround Service Aler BENCH MARK APPROVED FOR SIGNATURE HORIZONTAl DESCRIPTON: RIVERSIDE COUNTY BENCHMARK 600-11-68 ORFPARED RY DATE Cal TOLL FREE AS NOTED
4 FFET SOUTH OF THE SOUTH-FAST CORNER OF DIRECTOR OF PUBLIC WORKS / CITY ENGINEER 1_000 11/19/2024
7 FT CHAIN LINK FENCE OF S.C.E. MURRIETA SUBSTATION #2 VERTICAL PROJECT NO. 11-26-24 DATE INITAL DATE _INTIAL
07-26-1982 TAMMIE MORENO
KER INTERNATONAL AS NOTED REVISION DESCRIPTION ENC-PC-IMP-2023-00010 1050.946 EXP. DATE 09/30/25 ENGINEER OF WORK CITY APPROVAL IRCE NO. 74417

CONSTRUCTION NOTES
CON OF MURIE TA STO DEAL NO, 11 0G. BASE PER
® OF MURIETA STD. NO. -O CURB AND GUTTER PER CITY
1188 1188
1184 1184

MONROE CAVE OUTMATEC
1180 57428-56854 R CL 1180 SOD: NO SIDE. DMENSIONS PER PEA IT OF MURIETA 1176 I STA 47+88.88
= 500.00.43 1176 ® NO. STRUCT P.C.C. SIDEWALK PER CITY OF MURRIETA STO. 1172 48+87.45 CHLINE STA. 58+00.1 1172
1168 2=2.53%
1168
1164 1164 SER DETAIL ON SHE'S AND JOIN EXISTING PAVEMENT

RADE AT-CENTERLI
1160 1160 SHEE SD TREE WELL WITH CURB CUT PER DETAIL 10 ON 1156 MPROVEMENTS PLANS FOR RETAINING WALL
PIO: NO. LOSCAPE MEDIAN PER GITY OF MURRIETA
® GOT OF MURRIETA ST. NO. NGRETE BRICK PAVERS PER
48+50 50+00
49+00 51+00
$ NO. STRUCT CROSS GUTTER PER CITY OF MURRIETA STD.

MONROE AVENUE ULTIMATE CENTERLINE PROFILE 54 CURB CUT PER DETAIL 4, SHEET 3 GENTER HORIZONTAI SCAIF• 1 =40
CALE: '8+00.00 MURRETA SID. NO. 305. CURB, CASE A, PER CITY OF NALSH
63 SOD. NO. 40 CASE A CURB RAMP PER RIVERSIDE COUNTY

MONROE AVE CONSTELA SEROUTER PER IT OF
6 CEREBESHALE WITH PERFORATED PIPE
KEY MAP MONROE AVENUIN WALSH CENTER DR CORRIETA SO. NO. 45 INTERCEPTOR DRAIN PER CITY OF

BEGIN WALSH CA
PUR 202 CALIAS RS STANDARD RAILING SECTION
15017021 • TREATMENT LAYOUT PER
SEE DETA 22 2 SO2 CARAN STANDARD PLAN APP
CBS: 116956
-EX RAW U ® SUN PER CALIANS STD PLAN ASSEMBLY TYPE
(PERMISSION FOR - STORM ORAN MER SHEET 2S.
54)1

MONROE AVE ULTIMATE C

CURB GEOMETRIC DATA
MATCHLINE STA. 58+00.00
(54- LINE/CHORD

LENGTH REMARKS

DIRECTION

51.78' N88'56'32"₩ 35.00°

IMPROVEMENTS PER
734.83 1,938.00 6 CO. No. 301
N57 2513"W
158.37' S65'50'45"E |1.862.00 6 CD. No. 301

37.87' S20'00'28"E 25.00' DWY PER CITY STD. NO.

41.71' N7110'26"E 25.00' DWY PER SIDE STD. NO.
454.14' S54'02 40"E 1,862.00' 6°C&G PO. SOTY STD.
-2023-00011 58.49' 50'49'03 W 35.00'

53.50' S87'30'57"E 35.00'

68.36° S42'40'20"E (1,862.00°

71.50' N42'40'39"W (1,938.00'
C20 56, 45' N2º7810"8 35.00'
ENGINEER'S NOTE(S) 76.00' 5214303"W 6' CAG NO. SOTY STD.

MONROE AVENUE PLAN 6° CARE PO. SOTY STD.

5.83 STA. 47+37,76 TO STA. 58+00.00 6° CAGNE. SOTY STD.

7.57' N48'41'32"E

38.00' RT
FE DETAIL ALL STATIONS 549.74' S41'37'14"E

PLANE BASED THE MORE AN THIS
356.17 S41'37'14"E 6° CBC PO. SOTY STD.
"AS BUILT" SHEET CITY OF MURRIETA

HE RECEIPT OF AS-BUILT PLANS AND CITYS ACCEPTANCE THEREOF DOES ENCINFFRING DEPARTMENT Kimley» Horn

STREET IMPROVEMENT PLAN
ENGINEER OF WORK DATE TENTATIVE PARCEL МАР 38373

MONROF AVENIIS
RCE NO. WPWOKIMLEYHORN.COM STA. 47+37.76 TO STA 58+00.00

APPROVED FOR SIGNATURE HORIZONTAL
DESCRIPTON: RIVERSIDE COUNTY BENCHMARK 600-11-68 PREPARED BY DATE ? монимь /LHKens Cal TOLL FREE AS NOTED RECTOR PUN WORKS / CITY ENGINEERL - 012/9/294 NAsT SOUTH OR THE COUTH-FAST CORNER dE
tong VERTICAL Jaus leuro 11 /21 12022
7 FT CHAIN LINK FENCE OF S.C.E. MURRIETA SUBSTATION #2 Tess ete GRAPHIC SCALE IN FEET 11-26-24 PROJECT NO.

BAKER INTERNATIONAL TAMMIE MORENO DATE INITAL DATE INITAL ENC-PC-MF-202-0000 24-5800 AS NOTED REVISION DECCRIDTION No.

EXP. DATE 09/30/25 ENGINEER OF WORK CITY APPROVAI
1192
VERTICAL CURVE 1192
1188 SEE DETAIL 2 ON SHE 23 TON
1184 38.00' LT 1188
1180 1184
1176 1180
-PROPOSED TOP OF CURB PROFILE
1172 MATCHLINE STA! 58+00.00 SEE SHEET 13 1176
1168 48+55.74. 38.00 LT 1172
1164 1168
1160 1164
EXIS IING PROFILE GRADE_ATTO
-EXISTING SURFACE FFVATION- 1160
1156 •PROPOSED TO ELEVATION
1156
49+00 50+0
49+00 51+00
57+00 58+00
59+00

MONROE AVENUE LEFT TOP OF CURB PROFILE (ULTIMATE CENTERLINE STATIONING) HORIZONTAL SCALE:

STA. 4E-39A4 SOTA 58700.00
1200 REFER TO CL MONROE AVE WEST SIDE DRIVEWAY

VERTICAL CURVE DATA SEE DEAL ON SHEET R
1196 INTERSECTION- 1200
1192 SEE DETAIL 5 ON SHEET 23 1196
1188 1192
1184 1188
1180 1184
ECR: 50+96.19, 38.00' LT
1176 TC. 50+17.34, 38.00 LI 1180
48+55.74, (38.00° LT C: 1167.87 EC: 16-30.13, 38.00 LT
1172 1176
1168 MATCHLINE STA. 58+00.00 - SEE SHEET 13 1172
C: 1161.24 1168
1164
1160 1164
1156 EXISTING PROFILE GRADE AT TC- 1160
1152 1156
1148 1152
1148
51+00
52+00

MONROE AVENUE RIGHT TOP OF CURB PROFILE (ULTIMATE CENTERLINE STATIONING)

STA FAST TO SA SADO
"AS BUILT" WDID # 9 33C401926
SEAL:

RECEIPT OF AS-BUILT PLANS AND CITY'S ACCEPTANCE THEREOF DOES SHEET CITY OF MURRIETA Kimley» Horn ENGINFFRING DEPARTMENT
ENGINEER OF WORK 101 B STREET, SUITE 600, STREET IMPROVEMENT PLAN TENTATIVE PARCEL MAP 38373
RCE NO. EVDIDATON DATE MONROE
SCALE WwW.KIMLEY-HORN.COM E0 STA 58+00.00
Underaround Service Alar RENCH MARK APPROVED FOR SIGNATURE STA. 47+37.76

HOR ZONTAL
DESCRIPTON: RIVERSIDE COUNTY BENCHMARK 600-11-68 PREPARED RY Cal TOLL FREE DATE APPROVEI
LOCATION: 4 FEET SOUTH OF THE SOUTH-EAST CORNER OF AS NOTED ROBERT K. MOCHING 22+KWHKe 112/19/29 422-4133 VERTICAL 11/19/2024 DIRECTOR OF PUBC WORKS / CITY ENGINEER/ C5 630 LI- 25ENCE OF SCE, MURIETA SUBSTATON #2 11-26-24
AKER INTERNATIONAL TAMMIE MORENO DATE INITiAL
AS NOTED EXP. DATE 09/30/25 ENGINEER OF WORK REVISION DESCRIPTION NO: DATE INITAL ENC-PG-IMP-2023-00010 24-58 RCE NO. 74417 CITY APPROVAL
CONSTRUCTION NOTES.
1164 1164
OCON DE MURIER SID DESAIL NO. 12 AG. BASE PER
1160 1160
1156 1156 3 CO MURETA STO. NO. O CURB AND GUTTER PER CITY 1152 1152
1148 END MONROE AVE ULTO 39L 1148

VEMENTS
© CO. SUCT P.C.C. SIDEWALK PER CITY OF MURRIETA STO.
1144 ENO MONROE, AVE 65-15.20 1144

URRIETALHOT SPRINGS
1140 - PROPO A CRO LE VC: 61+74.42 1140 CON EN ON PER SEAN FLAN OR STE ED. NO. 1136 1136
EN 040636 SER DETAL NONO SHEE SHEE3 AND JOIN EXISTING PAVEMENT 1132 EL: 1125.34 1132 1O ADJUST TO GRADE
INTER TO PROFILE ON TO PROFILE ON SHEET 14
1128 1128
*SHE 5D TREE WELL WITH CURB CUT PER DETAIL 10 ON
1124 1124

IMPROVEMENTE PLANS FOR RETANING WALL
1120 1120
1116 1116 DPTO NO. 1 SEO CANOSCAPE MEDIAN PER CITY OF MURRIETA -EXISTING SURFACE ELEVATION AT-CI-• -PROPOSED JI TIMATE CI-FIEVATION 1112 1112 CON OF CURRIETA STD. NGRETE BRICK PAVERS PER
1125.75
CONSTRUCT 3 RIBBON GUTTER PER DETAIL 5 ON SHEET
58tnO 50+0 60+00 61+00 67+00
62+0U 63+00 64+00 68+00

MONROE AVENUE ULTIMATE CENTERLINE PROFILE
HORIZONTAL SCALE: 6A PROTECT IN PLACE.

SCALE:
58+00.00 TO STA MEDICAL CENTER DR
SHEETRUCT S' AC DIKE TRANSITION PER DETAIL 2 ON
ASPARKMAN CT 4:31, 62.48 L7 *MURRIETA ST. NO. STABLE AC DIKE PER CITY OF

89.88' HEX. R/W
C: 11252€

CENTER DR
MORRIETAS TO. NO. 75 INTERCEPTOR DRAIN PER CITY OF
HC15 -64
Fic. 644533.3t, 62.83 LT
TC: 1125.4
OPOSED BARRICADE AND NE 1:125.64

PEN SIGNS P
TS 113428 SEE DETAIL
SW E ON SHEET FUE 525 CANSAS SE STANDARO RALING SECTON
69 10:13438535

FUE CA PANE ANDARE PAN ATR
EC. 64408.92, 38.00 MURRIETA HOT
A931N 7C1125.2342 SPRINGS ROAD SHEET 15 @CONSTRUCT A.C. DIKE CURB CUT PER DETAL B ON SHEET * SUT PER CANTRANS SID PLAN RASSEMBLY TYPE
3#4066530E #4066530E30
METAL 8, FOR NARROW INSTALATON STO PLAN A77NS,
-EN. :05-15,63, 4.50 LT
PRC: 62+97.42, FS: (1127.98)+

16.09- RT
C: 1125.27/ -(30) #4201506E
MATCHLI EC: 62+32.73, 14.00 LT/
TS: 1133 81120
ELEV: (7124.75)#
•BC: 62+89.63, 19.86' RT
LEND:60+96.06, f.35 LT(T8) 7L: 1724.38
MONROE AVENUE PLAN C18 N47'23'18'W 186.00° 6 AS DIRE 31 CITY STA. 58+00.00 TO'STA. 68+07.37 CURB GEOMETRIC DATA
GENERA 549.74' S41'37'14"E 6° CAG PER CITY
LENGTH REMARKS 18.14' N48'22'46"E
132.66* S41'37'14"E

49.72 S5819 32 E 199.75
CO. o. 301 10.00° S48'46'24"W

8.66 567 26 57 5 200.00
C12 88.82' ECONO SO 56.27 N41'3714"W
555 09'17"E 188.00'

39.10° 21.82 N13'11'52"E
N86 25 25W 25.00
C14 L10 16.05 N21'06'58"E
KEY MAP 33.49 N1412 41"W 35.00
N17°09'25"E 100.00 847 45 4

13.87 S1750'55M 100.00' 6° AC DIKE PER CITY
ENGINEER'S NOTE(S) 6° CAG PER CIT
S69'52'21"w 35.00 <41 37'14"0
WDID #: 9 330401926
"AS BUILT" SHEET CITY OF MURRIETA

ENCINEEDING AEDADTHENT

2. ALAN ARE BASED ON THE MONROE AUN THIS Kimley» Horn

ULTIMATE CL

CTREET IMPROVEMENT DIAN
ENCINEER 0F WORK DATE TENTATIVE DARCEI MAD Z8Z7Z

MONROE AVENIIS
RCE NO. EXPIRATION DATE STA. 58+00.00 TO STA. 67+01.79
orground Service Alert BENCH MARK APPROVED FOR SIGNATURE HORIZONTAL DESCRIPTON: RIVERSIDE COUNTY BENCHMARK 600-11-68 PREPARED BY DATE Cal TOLL FREE AS NOTEN / Mel ce 12/1n/24
LOCATION 4 FEET SOUTH OF THE SOUTH-EAST CORNER OF POPULA WORKS TOY ENTERA GRAPHIC SCALE IN FEET 1-800 Yano temo 11/21/2024 DIRECIOR OF PUBLIC 7 FT CHAIN LINK FENCE OF S.C.E. MURRIETA SUBSTATION #2 VERTICAL 1 - 26-24 DATE INTAL PROJECT NO DRAWNG NO
RECORDED: 07-26-1982 TAMMIE MORENO
BAKER INTERNATIONAL REVISION DESCRIPTION 24-582
DATI. NGVD1929 AS NOTED CITY APPROVAL
EXP. DATE 09/30/25 ENGINEER OF WORK
1180 1180
250'-VC
~ 1176 1176 1164 1164
1172 1160 1160
· 122 1168 1156 1156
1152 1152
# 1164
1160 1160 1148 1148
8 | 1156 1156 1144 MOUNTER REMENTS 1144
PROPOSED TOP -OF-GURR-PROFILE 1140 A 220963409' RI
1152 1152 BVC: 61+76.1 1140
58+00.
1148 1148 1136 64+26.12 1136
MATCHLINE STA. 58+00.00 - SEE SHEET 11 REFER TO NOTE EMENTS 1144 1132 1132
1144
EXISTING PROFILE- 124
1140 1140 1128 1128
1136 1136 1124 от 322% 1124
MATCHLINE 1120 1120
1132 1132
1128 1128 1116 1116
"EXIStING SURFACE ELEVATION ATHCE- - PROPOSED INTERIM TC ELEVATION 1112 138.25
(134.81 131.06
!!! Пул!
58+00

MONROE AVENUE LEFT TOP OF CURB PROFILE (ULTIMATE CENTERLINE STATIONING) HORIZONTAL SCALE: 1"=40*
VERTICAI SCAIF: 1"=10'
STA. SETIC. GO STA" 7791.04
1176 1176

VERTICAL CURVE
1172 1172
1168 1168
1164
1100 1 1160
12 1156° 25947315. 3800 RI 1156
1152. 1152
1148 1148
1144 1144

1.50 LT
1140 1140
PRC 62+97.42, 16.09 RT 3 END:65+15.63, 4.50 LT
1136 1136
P(62-8283. 38,00 RT - BC: 248963, 19.86 RT
1132 1132
1128 1128
1124 1124

CURB RAMP PER PLANS-
1120 1120
1116 1116
MATCHL 1113 1112-
66+00

MONROE AVENUE RIGHT TOP OF CURB PROFILE (ULTIMATE CENTERLINE STATIONING)

ORIZONTAL SCAL
ERTICAL SCAL 1" =10'
WDID # 9 330401926
"AS BUILT" SEAL:

SHEET. CITY OF MURRIETA SHEETS
Kimley» Horn
IMPROVEMENT •PLAN
ENGINEER OF WORK DATE ATE OF CAL 401B STREET, SUITE 600, TENTATIVE PARCEL MAP 38373

MONROF AVENUIF

POE NO CODATAN DATE COAC
wwW.KIMLEY-HORN.COM STA. 58+00.00 TO STA. 66+00.00
Underaround Service Alert BENCH MARK APPROVED FOR SIGNATURE HORIZONTAL DESCRIPTON: : RIVERSIDE COUNTY BENCHMARK 600-11-68. PREPARED RY DATE Call TOLL FREE AS NOTED
4 FEET SOUTH OF THE SOUTH-EAST CORNER OF
1-800 Send Pet VERTICAL Jano lemo 11/20/2024
7 FT CHAIN LINK FENCE OF S.C.E. MURRIETA SUBSTATION *2 11-26-24 422-4133 TAMMIE MORENO DATE INITIAL DATE INITIAL PROJECT NO.

SAKER INTERNATIONAL AS NOTED EXP. DATE 09/30/25 ENGINEER OF WORK REVISION DESCRIPTION NO. ENC-PC-IMP_2023-00010 24-583 ELEVATION: 1050.946 DATUM: NGVD1929 RCE NO. 74417 CITY APPROVAL

CONSTRUCTION NOTES
• PR R/W SER DETAIL NON SHEEAY, AND JOIN EXISTING PAVEMENT PHOT
CON OF MUST A ST DEAL NO. 12 AGG. BASE PER

1.64% KEY SAP
2,31% CON OF IT INTER ONCRETE BRICK PAVERS PER
- SW(64)7 MURRETA SID. NO. SOS. CURB, CASE A, PER CITY OF C&G 64) SW 64)
64 PROTECT IN PLACE.

TC 1115.89_
VISTA MURRIETA 79) INSTALL MORTARED COBBLE MEDIAN SECTION.

HOT SPRINGS ROAD/ 81 CONSTRUCT 6" PCC OVER 6" AGGREGATE BASE WITH NO. 3 REINFORCING BARS 12" O.C. BOTH WAYS

MOUNTABLE C&G)
DETAIL A: PROPOSEE MERGENCY DRIVEWAY
® S TRA TO, EL AND L ELEVATO SEC TO STANDARO GRE.

EX R/W

MONROE AVEVNTERIN

MONROE AVE ULTIMATE
VROE ÀVE,
ON BEAT 20
-EASEMENTS TO BE

NAMA PER
14697042-
_ES: (1123.90)+ (64)CIRR
64) TREE
64) WATER
CURB 64)- 6A MEDIAN
64) SIGN 64 CURB
(126")
146892-60- 62- 0378(227 (19") (11')11"
(1122.58)+ IS 1124.1g
N:-2146968.58-
= 6276174.10 39310
ES: (1124.43)t

END MONROE AVE INTERIM CL
END MONROE AVE VE 2146992.81-
v-2,146,80.3
SO DETA 241 -FUTURE-R/N PER TRIANGLE PROJECT
E: 6276286.89
2146974 g

MURRIETA HOT SPRINGS ROAD PLAN
-6" PCC OVER 6" SCALE. 1'

WANG REACH REST ACE MOT
-R=3/8"

ENGINEER'S NOTE(S) GRAPHIC SCALE IN FEE BO

1. REFER TO SIGNING AND MARKING PLANS
12-1/2" ION OF ALL PAVEMENT M.

WDID # 9 330401926
"AS BUILT"

SHEET CITY OF MURRIETA SHEETS
DETAIL #1: MODIFIED TYPE A-6 MOUNTABLE C&G PER CITY STD. NO. 301 LOSE RECEPTION AS ON PIANO AND CRES ACETO HER DOESN Kimley» Horn ENGINEERING DEPARTMENT 82 TENTATIVE ARE A 18173 • IMPROVEMENT

ENGINEER OF WORK DATE
RCE NO. EXPIRATION DATE MURRIETA HOT SPRINGS ROAD
rground Service Aler! BENCH MAR APPROVED FOR SIGNATURE HORIZONTAl DESCRIPTON: RIVERSIDE COUNTY_BENCHMARK 600-11-68 PREPARED BY DATE Calf TOLL FREE AS NOTED
LOCATION: 4 FEFT SOUTH OF THE SOUTH-FAST CORNER OF
1_00 Dav leo 11/19/2024
7 FT CHAIN LINK FENCE OF S.C.E. MURRIETA SUBSTATION #2 Todd Pete 11-26-24 VERTICAL PROJECT NO. 07-26-1982 LENE INTERNATIONAL TAMMIE MORENO INITIAL REVISION DESCRIPTION DATE INITIAL ENC-PC-IMP-2023-00010 24-584 RICE NO. AS NOTED EXP. DATE 09/30/25 ENGINEER OF WORK
1050.946 DATUM: NGVD1929 RCE NO. 74417 CITY APPROVAL

CONSTRUCTION NOTES
1200 1200 GON OF MURIETA STD DESAL ND, 12, ACC. BASE PER 1196 1196

80.00° 89x0· CURB AND GUTTER PER CITY
1192 15087 1192
== 7.287
1188 1188
1184 IT CENTERLINE 1184 ® STD. NO. 310C. OMENSIONS PER PER CITY OF MURRIETA 1180 1180
Pr: 500-3281 EV 1806359 ® NO. 3RUCT P.C.C. SIDEWALK PER CITY OF MURRIETA STD. 1176 1176

GRIND, OVERLAY, AND JOIN EXISIING PAVEMEN
1172 1172

EXISTING SURFACE
1168 ELEVATION AT CL 64 PROTECT IN PLACE.
1168
1172.68 1176.05 1177.57 1179.04
300+00 301+00 302+00 303+00

WALSH CENTER DRIVE CENTERLINE PROFILE
HOERICA SCALE: SCALE:
[1200 T KEY MAP
ABOVE 1202
1196 CURVE DATĂ
• TOP-PROFIF DATUM 1198
11921 ELEVATION (LEFT
302+03.81. 13.50 RT c: (102,0 81, 13,50 L 302+08.81. 13.50' RT 1194 1188 00)+
BC 10145611, 1350 RT: 1190
1184 300+74.00. 13.50' RT FR 302-03
1186
1180
C: 1170.9 1182
1176
OF CURB 1178
1172
1174
1168 .BOTTOM
-13.50.

SEE DETAIL 4 ON S 1170
1164 PROPOSED LEFI IT 2 CROPOSED RIGHT TO

PROSIE EET SIDE
OF CURB ELEVATION 1166
1172-75 117-59 117525= 117,82
300+00 301+00 302+00

WALSH CENTER DRIVE TOP OF CURB PROFILE
HORIZONTAI SCAIF• 1"=40
VERTICAL SCALE: 1"=10'

CURB GEOMETRIC DATA

LENGTH REMARKS
DAY PER CITY STD. NO.

16.161 S8502 31"F 10. 00
30018118 1350| WA| SH CENTER DR
TC: 1170.9 DWY PER CITY STD. NO.
-EX R/W C22 N440'14"F 10.00
SEE DESE 250 BE REL 1352 LI N48'40'23"E
L15 N48'40'23"E *Co. No. SO
64) DIKE. 6 AC DIKE PER CITY
12763 S48'40'23"W
L17 L17 15 00 S48'40'23"W
WALSH
415 64C&G.

CENTER DR
C21→
3- -EX R/W
64) CURB 64 CURB ENGINEER'S NOTE(S)

2. ALL STATIONS AND OFFSETS SHOWN ON THIS

BASED ON GRAPHIC SCALE IN FEE BO
CENTERLINE.
"AS BUILT" SEAL:

SHEFT CITY OF MURRIETA
HE RECEIPT OF AS-BUILT PLANS AND CITY'S ACCEPTANCE THEREOF DOES N Kimley» Horn ENGINEERING DEPARTMENT

SOLVE THE ENGINEER OF WORK OF ANY RESPONSIBILITY FOR THE PROJECT DESIC

STREET IMPROVEMENT PLAN
DATE 401 B STREET, SUITE 600, TENTATIVE PARCEL MAP 38373 MATCHLINE STA. 58+00.00 - SEE SHEFT 13

WALSH CENTER DR
RCE NO. EXPIRATION DATE SCAI F STA 299÷96 85 TO STA 302+30.97 around Semice Alam APPROVED FOR SIGNATURE HORIZONTAL

PREPARED BY DATE
DESCRIPTON: RIVERSIDE COUNTY BENCHMARK 600-11-68

CAL TOLL FREE AS NOTFO
LOCATION A GEET COTH THE CATH EACT COONED n
Zaa Pita Jano luna 11/20/2024
7 FT CHAIN LINK FENCE OF S.C.E. MURRIETA SUBSTATION #2 VERTICAL 422-4133 - 11-26-24 DATE INITIAL PROJECT NO.

RECORDED. 07-26-198 TAMMIE MORENO DATE INITIAL
SAGOR INTERNATONAL REVISION DECCRIPTION SNOT. 24-585

RCE NO AS NOTED ENGINEER OF WORK CITY APPROVAI
RCF NO. 74417 EXP. DATE 09/30/25

CURB GEOMETRIC DATA
[xx LENGTH

KEMARKS
CENTER 21.99' S22'51'53 7.00' 8 CURBO. SOSTY STD.

C24 492.59 s59'40'51"E 1,893.00 B° CURED. FOSTY STD.

35.911 S58 39 21 E 160.00 B° CURBO. FOGTY STD.

42.63 S57 27 12 E
C27 114.36 S48:05581E 1,944.80' 8" CURED. SCITY STD.

6.28 N43'37'20"E 8° CURBID. STY STD.

KEN MAF 690.88' N56'45'24"W 1,907.00' 8° CURB D, SOCTY STD.

C30 85.16° N42 54 33 W 1,893.00 8° CURED, J05TY STD.
8° CURB PER CITY STD.

6.28 85.34 S42'54'33"E 1,897.00'

40.10' S48'48'05"E 160.00° 8 CURB
C34 40.10° S48'48'05"E 160.00 8° CURB
C35 21.99° S48'22'46"W 7.00° 8° CURB
L19 110.11' N41:37'14"W WALSH CENTER DR TS 1160.05
• 57÷54.8
L20 14.97° 8° CURB PRC: 57+:

S41 3714 8
L. 161.75
L21 15.76' S41'37'14"E 8" CURE -S: 1158.89
PCC.56+54.42, 3,00° 7S 1162.10
• FS: 1167.73 L20-

MONROE AVE
UL IMAIE 4
TS 1173,55 CC: 55+82.13.c
7$117:35 C: 1173.55 FS: 1171.31 1163.75-
5*1728-
TC: 1174.39
1173.72
1173.71
TS: 17399-
C: 1166.27
TC: 1167.

TC: 1166.

FS: 1166.23
TS: 1164.

Lac. 58+50.06. 700 Rr
PR R/W=
- 5: 1162080
=EX PL
_ PRC: 54+23.86, 2.65 RT.

FS: 1173.02 FS: 1174.43
FS: 1169 TS: 117:337
C: 1169.4

2.54 PCO: 5476795, 3,00 L
S: 1100./
_ TC: 1172.60

MONROE AVENUE PLAN
FS: 116.57 STA. 47+37:76 TO STA. 59+50
TS: 164.25
VISTA MURRIETA RD T5116255
WDID # g 330401926
"AS BUILT" SEAL: SHEETS

CITY OF MURRIETA
E RECEP AB PLANS AND CITES ACCEPTANCE THEREOF DOES Kimley» Horn

TENTATIVE ARE AT S

ENCINEER OF WORK DATE

MONROF AVENUIS MEDIAN CTAKING CHECT
RCE NO. EXPIRATION DATE STA. 47+37.76 TO STA 59+50.00]

APPROVED FOR SIGNATURE HORIZONTAL
DESCRIPTON: RIVERSIDE COUNTY, BENCHMARK 600-11-68 PREPARED BY DATE Ca: TOLL FREE AS NOTED
LOCATION: A ffET SOUTH OF THE SOUTH-FAST CORNER OF
tomm Taus lemo 11 20/2024
GRAPHIC SCALE IN FEET 7 FT CHAIN LINK FENCE OF S.C.E. MURRIETA SUBSTATION #2 VERTICAl 100-12 11-26-24 PROJECT NO.

HATE BAKER INTERNATONAL TAMMIE MORENO DATE INITIAL
REVISION DECCRIPTIAN ENC-PO-Me-2023-000 24-5866

AS NOTED
RCF NO. 74417 EXP. DATE 09/30/25 ENGINEER OF WORK

CONSTRUCTION NOTES
CONSTRUCT TEA ONE DESIC AS 12 C. BASE PER
CONSTRUCT TEA. DA -O CURB AND GUTTER PER CITY
1172 1172
PI SIA 12+96.62
1168 ) CONSTRUCT DRIVEWAY ENTRAN INCE PER CAT OF MARRIETA 1168
1164 1164 ® NO. BRUCT P.C.C. SIDEWALK PER CITY OF MURRIETA STO. 1160 1160 - SEE SHEET 20 SANCT AL CLIN ON SHEET'S AND JOIN EXISTING PAVEMENT 1156 1156 PREPOSED TREE WELL WITH CURB CUT PER DETAIL 10 ON VC/EVC: 14+19.12
1152 1152
COCK, COMPACT SURGRADE TO 95% RELAT/" CRUSHED

ACT SUBGRADE
1148 PROPOSED PRO 1148
1144 1144 30 EXISTING SCE OVERHEAD POLE TO BE REMOVED PER 1140 EXIST A PRONTERINE 1140
54) CURB CUT PER DETAIL 4, SHEET 3

1.10%
1136 IMPROVEMENTS H
EXISTING SURFACE ELEVATION AT CL- -PROPOSED CI-ELEVATION MATCHLINE STA 18+45. PER DETAILS ON SHEET SWALE WITH PERFORATED PIPE 1132 1132
MORRIETA STO NO, 45 INTERCEPTOR DRAIN PER CITY OF
(1136.
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00

VISTA MURRIETA ROAD ULTIMATE AND INTERIM CENTERLINE PROFILE

HORIZONTAL
VERTICA SCLE 12100*
JACKSON: STREET
1S: 11384. 20.73 LI
30#4060273E- 1843047~1147'.1
19113776 2949 LI CURB GEOMETRIC DATA
"25.55 LT 19167111:9317 18+39.38,
1883236, 50 86° 7.
xx LENGTH LIRECTION REMARKS
-13-1140.93 2700L1 1420. 120400 6" C&G PER CITY

50.70• N66°16'22"E 427.50
- VISTA MURRIETA® DW SPE. NO. 3 STD
[ 131325, 1200 I DWY NOR 3109 STD.
"22.47" LT-
+0503, 29.78' N17º50'02"E 20.00•
5t1623, 1200 L 472.00•
138 04 N52'06'56"E
124.28' N62'52'30"E
81 z4 N69'40'14"E
STD. NO. :
1(64) 1.42' N24'49'32"W
5„ STD. NO. 3

42.92' N43'44'15"E
STD. NO.

BCR: 15+52.60, 22.005
FL: 1156.88
RC. 16 25 90 29 80 #4330158E 31
ON SHEET S ฿C: 18+00.43, VALSH
ECR: 15770.997 4218
TC: 1154.04

VISTA MURIE TA ROAD PLAN KEY MAP

ENGINEER'S NOTE(S) GRAPHIC SCALE IN FEET

1. SEESA TO ALL STAND MARKNANS ON SHEETS
'AS BUILT" CITY OF MURRIFTA
ABSOLVE THE ENGINE OF PAO ANY RESPONSEUT FOR THE PRODE DESTIN. Kimley» Horn ENGINEERING DEPARTMENT ENGINEER OF WORK 01 B STREET, SUITE 600 TENTATIVE PARCEL DATE
PLAN
RCE NO. COTAN TO WWW.KIMLEY-HORN.COM
RENCH MARH [APPROVED FOR SIGNATURE HORIZONTAL
DESCRIPTON: RIVERSIDE COUNTY BENCHMARK 600-11-68 PREPARED BY DATE Cal TOLL FREE AS NOTER
4 FEET SOUTH OF THE SOUTH-EAST CORNER OF
1_000 Jan lino 12/13/2024

VERTICAL
7 FT CHAIN LINK FENCE OF S.C.E. MURRIETA SUBSTATION #2 1217-24 07-26-1982 TAMMIE MORENO DATE

MOCHA BARE INITERMATONAL REVISION DESCRIPTION

AC NOTED
DATUM: NGVD1929 EXP. DATE 09/30/25 ENGINEER OF WORK
1176 REFER TO CL PROFIL 1176

VERTICAL CURVE DATA
1172 1172
1168 1168
1164 1164 - SEE SHEET 21
1160 1160
1156 1156
1152 TC: 1159.50 1152
1148 19110-80 12. 1200 T 1148
1144 1144
1140 1140
MATCHLINE STA 18+45.57
1136
-EXISTING SURFACE ELEVATION- PROPOSED - ELEVATION AT EDGE OF PAVEMENT 1132
(1135.0) 1155.42 1155.82 156.22 (1158.0)
10+00 12+00
15100 16+01 17+00 18+00

VISTA MURRIETA ROAD LEFT EDGE OF PAVEMENT PROFILE
VERTICAL SCALE: 1"=10
1180 1180
1176 -DRIVEWAY 1176

VERTICAL CURVE DATA
1172 1172
1168 © Pr: 14+58.58, 2200 RI PC: 13400.50, 2200° RI 1168 1164 1164
1160 1160
1156 1156
1152 27-12-7128. 2200 P GRADE AT CE P.:-18+45.75. 2.100-20 1152 = 2423, 2200 R
1148 1148
1144 1144
E 1136.47,
1140 1140 STA
1136 1136
1132 1132

EXISTING SURFACE ELEVATION- -PROPOSED TG ELEVATION MATCHLINE 1128 1128
##*0008000000000002
10+00 11+00
12+00 13+00 15+00 16+00 17+00 10100

VISTA MURRIETA ROAD RIGHT TOP OF CURB PROFILE
HORIZONTAL 1=40'
VERTICAI SCAIF: 1"=10
"AS BUILT"

CHEET CITY OF MURRIETA SHEETS
THE RECEIPT OF AS-BULT PLANS AND CITYS ACCEPTANCE THEREOF DOES NO Kimley» Horn ENGINEERING DEPARTMENT

NORK OF ANY RESPONSIBILITY FOR THE PROJECT DESIC

STREET IMPROVEMENT PLAN
ENGINEER OF WORK DATE TENTATIVE PARCE MAP 38373

VISTA MURRIETA RO IMPROVEMENT PIAN
RCE NO. EYPIRATION DATE AND PROFILE STA. 10+37.00 TO 18+45.75 deraround Service Alert BENCH MARK APPROVED FOR SIGNATURE HORIZONTAL DESCRIPTON: RIVERSIDE COUNTY BENCHMARK 600-11-68 PREPARED BY DATE Call TOLL FREE AS NOTFO

LOCATION FEET COUT ME THE COITH FACT COONED NE ECTOR OF PUBLIC WORKS / CITY ENGINEER Savo leno 11/19/2024
7 FT CHAIN LINK FENCE OF S.C.E. MURRIETA SURSTATION #9 VERTICAL 100 ме 11-28-24 PROJECT NO.

RECORDED. 07-26-1982 TICHAEL DINER INTERNATONAL TAMMIE MORENO DATE INITIAL REVISION DESCRIPTION NOT DATE INIMAL ENG-PC-NE-T 02-0010 24-55800.

AS NOTED CITY APPROVAI
85074417 EXP. DATE 09/30/25 ENGINEER OF WORK

CONSTRUCTION NOTES
STA 19+03.03
1196
1192 1192
VISTA MURARDE RE NITIMATE C2:498.0285 EVC 22-83:4 BVG 2509,37 B: 26+46.22 LOMEN0277012 1188 • BEWALK PER CITY OF

MURRICIA
EL: 1171.70-
1184 - 330' VO 1184
500 245310 SAVEMEN TEND OVER AO EXISTING
1180 з.32% 1180
* SHEET SED TREE WELL PER DETAIL 10 ON
VC: 20+ 1176
MATCHLINE STA. 18+45.57 - SEE SHEET 18 FINITS FOR HORIZONTAL 1172

ROPOSED PROFIL ROADS AYRTRANSTTION

ISTA-MURRIFTA RD-INTFRIM-(
INTERES EX 35 RA02- 1168
EE (1190.26-
1164 64 PROTECT IN PLACE.
1160
1) CONSTRUCT CONCRETE INTERCEPTOR DRAI
- MURRICIA SI 432
1156
-FYISTING SURFACE FIEVATION AT CI PROPOSED CL ELEVATION- 81 CONSTRUCT 6" PCC OVER 6" 1152 BATH WAYSNO. 3 REINFORCING BARS 12" 0.C.
(84) REMOVE AND REINSTALL FENCE POSTS.
120 0140004440041
27+00

VISTA MURRIETA ROAD INTERIM CENTERLINE PROFILE

CURB GEOMETRIC DATA
[xx LENGTH REMARKS
'ROAD INTERIM E-
VISTA MURRIETA SE 129.76' N50'46'40"E 528.00
218 74 N46'51'46"E 572.00
DWY PERO. 30 STD.
201.61• N46'50'48"E 528.00•
6" CURB PIOR CITY
S78°07'38'E 15.00
64 TREE
IP ALIGNMENT: 26+61.23 S34'03'47"E 737.26
FPR ULTMATE RAN - 6.275,242.39
N16'05'44"E 15 00
MATCHLINE STA. 18+45.75 - SEE SHEET 18 254 81 N60º00'00"E TC: 121465.92, 22.00 R
EFY PICHT nE W
• PR R/W
TC: 1162.37
+ : (197,01) ME

VISTA MURRIETA ROAD PLAN
SCALE: KEY MAP

ENGINEER'S NOTE(S)

ON CHEFTC

2. POR AL POR ALL SOMBRA ROE E SEAL:
"AS BUILT" CITY OF MURRIETA
Kimley» Horn ENGINEERING DEPARTMENT

CTREET IMDROVEMENT DIAN
ENCINFER OF WORL DATE TENTATIVE PARCEI MAD 7&Z7Z

VISTA MIRRISTA RO IMPROVEMENT DIAN
RCE NO. EXPIRATION DATE
AND PROF|| | STA 18445 75 0 6 6 9z
Underoround Carvice Alert BENCH MARK TAPPROVED FOR SIGNATURE HORIZONTAL DESCRIPTON: RIVERSIDE COUNTY BENCHMARK 600-11-68 PREPARED BY DATE Cal TOLL FREE AS NOTED
LOCATION: 4 FEET SOUTH OF THE SOUTH-EAST CORNER OF ORKS / CITY ENGINEER 1_000 Sauro limo 12 /132_
7 FT CHAIN LINK FENCE OF S.C.E. MURRIETA SUBSTATION #2 1217-24 VERTICAL PROJECT NO.

RECORDED: 07-26-1982 TAMMIE MORENO INITIAL REVISION DESCRIPTION DATE - INITAL ENC-PC-ME 2023-00010 24-SPO RCE NO. B86ER INTERNATONAL AS NOTED
ELEVATION: 1050.946 DATUM. NGVD1929 IRCE NO. 74417 ENGINEER OF WORK CITY APPROVAI EXP. DATE 09/30/25

REFER TO CL PROFI
ERTICAS CURVE DATA 1204
1200 1200
1196 1196
1192 1192
1188 1188
1184
MATCHLINE STA. 18+45.57 - SEE SHEET 19
1180
C:19+35.60. 12.00' LT 1176
1172 1172
1168 1168
1164 1164
1160 AT EE OF AMENDE
1160

XISTING SURFACE ELEVATION- -PROPOSE FIFVATION AT FACEOF PAVEMENT 1156 1156
117530 (1193.8)
18+48 19+00 20+00 21+00 22+00
23+00 24+00 25+00 26+00 27÷00

VISTA MURIET ROADER SEND OF PAVEMENT PROFILES
1204
1200
1196
1T: 23-50.86. 21.97 RT 1192
1188
1184
1180
MATCHLINE STA. 18+45.57 - SEE SHEET 19
1176
1172
PC: 154.301, 22.00 RT
1168
TC: (1197.01)
1164
-ENTON OR CURE GRADE 1160
-XISTING-SURFACE ELEVATION- - PROPOSED C-ELEVATION
1156
P## # #00 0 0 0000
18+46 22÷00 25+00 26+00 27+00

VISTA MURRIETA ROAD RIGHT TOP OF CURB PROFILE
SCALE: 1"= 40"
"AS BUILT" SEAL:

CHEFTS

CITY OF MURRIETA

ENCINEERING DEDARTMENT
ABREME THE ENCES OF RAF ANY RESPONSET OR THE PROCT BESTON. Kimley» Horn

TREET IMPROVEMENT PL
ENGINEER OF WORK DATE NTATIVE DARCE MAD Z8Z"
RCE NO. ISTA MURRIETA RD IMPROVEMENT PLAI
EYPIRATION DATE NA R06 < A 18185750 8816
deraround Service Alert APPROVED FOR SIGNATURE HORIZONTAL DESCRIPTON: RIVERSIDE COUNTY BENCHMARK 600-11-68 PREPARED BY DATE Cal TOLL FREE AS NOTED SACE 55052/9/2
LOCATION: 4 FEET SOUTH OF THE SOUTH-EAST CORNER OF
Toma Pole Sauna leero 11/19/2024
7 FT CHAIN LINK FENCE OF S.C.E. MURRIETA SUBSTATION #2 VERTICAL 422-4133 11-26-24 DATE INITIAL PROJECT NO.

RECORDED. 07-26-1982 TAMMIE MORENO DATE | INITAL ENG-PHONE-T 2-0000 29A540 ACE AND. BACE INTERNATIONAL AS NOTED REVICION DECARIDTION FI EVATION. 1050 946 DATUM: NGVD1929 RCE NO. 74417 EXP. DATE 09/30/25 ENGINEER OF WORK CITY APPROVA [1172 -210' VC- 1160 VC N. 1172
1168 PI STA 15+24.12 1168
1164 PVC 556, 78 1164
1160 1160
1156 1.57% 1156
1152 1152
1148 1148
1144 1144
1140 1140

NIERIM CENTERLIN
1136 MATCHLINE STA 18+45.57
EXISTING SURFACE ELEVATIONAT-CL- m PROPOSED CL_ELEVATION 1132
1110000070120000400000024 1157.7) 154.60
10400 11+00 18+45.75

VISTA MURRIETA ROAD ULTIMATE CENTERLINE PROFILE
HORIZONTAL SCALE:

VERICA SALE: TOO"
1204 460 VC
1204
1200 1200
11 1196
1192
460' VC EVC: 29+31.111
EL: (1182.15)+ 1188
1184
1180
1176 - 732° 1176
1172 1172
1168 1168
1164 1164
1160
1156
1152

EXISTING SURFACE ELEVATION AT CL- -PROPOSED CL ELEVATION 1148
41570 100000000000000000 0 0 0 0 0 0022 (12015) (1175.3 30+00 30+34.09

VISTA MURRIETA ROAD ULTIMATE CENTERLINE PROFILE
VERTICAL SCALE: 1"=40

ENGINEER'S NOTE

1. POREAL STORM RAN PROVE MEN SHEETS 26-30
"AS BUILT" SEAL: CITY OF MURRIETA
A SHE RECEP ONE OF PRA OF AND GES ACE OR TER DE OESION.) Kimley» Horn ENGINEERING DEPARTMENT 37 ENGINEER OF WORK 401 B STREET, SUITE 600, EMPROVEMEA
DATE
RCE NO. EXPIRATION DATE
Underground Service Alert DON MADE • APPROVED FOR SICNATURI HORIZONTAL DESCRIPTON: RIVERSIDE COUNTY BENCHMARK 600-11-68 PREPARED BY DATE Cal TOLL FREE AS NOTED
4 FEET SOUTH OF THE SOUTH-EAST CORNER OF raid Pate Dano leno 11/19/2024 DIRECTOR OF PIRIIC WORKS | CITY ENGINEER 1-800

VERTICAL
422-4122 DO ENCE OF SCE MURRETA SUBSTATON +2 11-26-24 DATE INITIAL PROJECT NO. DRAWNG NO TAMMIE MORENO REVISION DESCRIPTION ISHT. DATE ENC-PC-IP-2023-00010 24-591

AS NOTED
ELEVATION: 1050.946 DATUM: NGVD1929 RCE NO. 74417 EXP. DATE 09/30/25 ENGINEER OF WORK L 1170.4
56+36.

L: 116:34
MONROE AVENUE 70-12 L09.70 PS: 170.0, 72,95 LT -PS: 168.6419.98 LT 1C: 112

38.00' RT 55÷91.63 -FS: 1169.08
TC: 1165.87 PCC/ECR: 50+96.19, 38.00 MEY R/ FS: 1169.14 45.00 L H: 1167.37
- 56 + 03.66,
R25:00 52.56 FB168.8A5021L LEX.RAW
45,60 RT 3 B 1S: 117881
aFS*1166
- 56+10.57, •LT + FS: 1169.51
13L283 52: 1169.47 - 56+19.93
-R=25.00 FS: 1168.77
WY: 50+55.7 50.00 T
ECR: 50+43.14, 61.44 RT C 445%
TC /FS: 1170.40
FL: 1166.19 - 56 + 08.26
67 96 T
50+37.98, 571766. 76-15- \IC/ES: 1170,470 g A: 79117.

PRC/ECR: 55+76.16. - 56+18.23
50+38.39, S.110634 FS: 1168.59
R: 50+70.42, 65.21 R 34.00' LT
470.66. AS 1170:98 14: 1168.80
3515' L

39.98 |
34,0OWALSH CENTER DR CL FS: 1168.36
DETAIL1: MONROE AVENUE WEST SIDE DRIVEWAY MONROE AVENUE DETAIL 2: MONROE AVENUE AND WALSH CENTER DRIVE PROPOSED N CURB RAMPS -ECR: 56+70.13, 38.00 RT
MONROE AVENUE FL: 1166.82
FS: 1168.27
56+50.98, 43.33' RT- SS:17678, 45.17 RT
IALSH CENTER DRIVE TC: 1168.11 - 551786, 45,00 RI
FS: 1171.36
55+78.74, 43.32' RT
6,81% 302+03.81, 13.50' RT R: 55 + 59.60, 56+46.83, 46.25' R FE 232 FS: 1170.30 6+33.21, 40. 87 R TC/FL: 1167.81
MONROE AVENUE 5.86%
301-95.00, 18.76 RT TC: 1121.39 1: 1768.66
rS: 1177./2- 56 9060 417.05
_MONROE AVE CI -R-10 00 TC/FS: 1177.25 302+08.81, 13.50' RT - 301+64.81, \18.76' RT B·9:
65+0206
230235 FS: 1171.93 TC FI: 1167.87.
64+97.90 1C1128.2 175: 1167.90 - 56+91.23, 45.00' RI
56+00.60 45.87RT
FS: 1170.01 56+38.60, 59.77
64+92.90, 12.0 65+19.71, 12.00°
50 00 RT
DWY: 301+79.90, -FŞ: (1178.01)* C: 1168.6g
TC: (1128.61)* FS: 1175.04~ 185,86% | 23,76
R=10.00'
- 65+19.7 FS.117196 -TC/FS: 1170.51
LECR: 301766.00. 2316 F FS: 1168.30-
15: 50 RB 54 CP: 56 + 33.80, 7/19 RT-
64+82.48,฿ 55+65.42, 55:141.56 FS: 1171.15- 11S19030
LES. 1168 65
F5:1128, 04 - 11.50? 8. 30172 28-76° RT TC/1168.27

17.50' /56+51.76, 66.91 RT
FS: 1128.66
FS: (1176.00)*
301+93.61, 134.57 RT
FS: 1128.27 TS: 1128.46: 1128.66 01+65.87, 28.77' R
55+75.74
TS (177.02) FS: 1170.85 FS: 169.3;, 71.89' RT
190. 1188 [
301+65.71, 34.57' RT 70 44' R1
951% c. 116Q 7
55+83.43,
.__S17033_
DETAIL 3: MONROE AVENUE DETAIL 4: WALSH CENTER DRIVE PROPOSED DRIVEWAY DETAIL 5: MONROE AVENUE AND WALSH CENTER DRIVE PROPOSED S CURB RAMPS

PROPOSED SOUTH CURB RAMP SEE SHEET CE SHEET I
CALE: 1"=10 NOTE: ALL STATIONS AND OFFSETS REFERENCE WALSH CENTER DRIVE CENTERLINE.

EE CHEFT 1 ENGINEER'S NOTE

AND MARKING PLANS FOF
ENGINEER'S NOTE(S) WDID # 9 330401926
"AS BUILT" SEAL

CITY OF MURRIETA SHEETS

1. AEN SPLINE UNLES NS OTHERS SE NOTED ON LANDE AVE ABSOLVE THE ENGINER OF WORK OF ANY RESPONSBLTY FOR THE PROJECT DESON. AND CITY'S ACCEPTANCE THEREOF DOES NO1 Kimley» Horn ENGİNEERING DEPARTMENT

STREET IMPROVEMENT PLAN
ENGINEER OF WORK TENTATIVE PARCEL MAP 38373
RCE NO. EyPIRATION DATE SCAI F CTAKING DETAII C
Underaround Service Alert DENOU MADV APPROVED FOR SINATIIRE HORIZONTAL DESCRIPTON: RIVERSIDE COUNTY BENCHMARK 600-11-68 PREPARED BY DATE CAl TOLL FRE: LOCATION: AS NOTED
11/21/2024 DIRECTOR OF PRIC WORKS CITY ENNER
OF S.C.E. MURRIETA SUBSTATION #2 You lenno

VERTICAL
422-4133 11-26-24 PROJECT NO
TAMMIE MORENO DATE INITIAL DATE INITIAL 24-592

AS NOTED REVISION DESCRIPTION
ENCINgED Ar WAD
NO WORKING DAYS BEFORE YOU DIC RCE NO. 74417 EXP. DATE 09/30/25 VISTA MURRIETA RD -VISTA MURA, 175 LT L VISA MURIEL ROAD INTERIM EI - VISTA MURRIFTA ROAD INTERIM C
ASTA MURRIETA ROAD INTERIM C /ISTA MURRIETA ROAD: INTERM: 0 VISTA MURRIETA RD VISTA MURRIETA RD 55021265 LT
ECR: 16+25.90, 23

0.1155
+52.00; 22.00 Y ECR: 25+1192, 1133.32
- - :1154.79
35550
6+25.90. 28.00 R 18-00.34, 1917 RT ECR: 22+9971 51199473 ), 28.00' R*
S: 1155.3
-57.78. S: 169-3793, 12.00 TF
R=20.00 TL: 1179:31 2548541135

1.57%
FI: 1153.45
• 16÷12.65 28.00' RT-
00' RT TC/FS: 1155.14 R=15.00
-R=20.00% 2,0% ~ BCR: 25+27.24
in 3,20% 2,86% _2.22% 7.43% /BCR: 25792.03,134.28' RT 32.15 2022) TC: 1782.10
25323 0.09°
ECR: 23+23.63/3310.447 FS. 80.31.06, 26.20 LT
16÷09.4 CR: 25+40.87-3.1189.04
FS: 1153.69 16+25.90, 33103,45 PROP/R/W-
23+23.70, 200% 6.

ECR: 23+74.02,
TN.1191 € - 25+24 38, 47.05'
DETAIL 6: VISTA MURRIETA ROAD PROPOSED W DRIVEWAY S: (1190.16)+ M SEE SHEET 18 25+36,37, 48.21' LT-*
FS 0190099÷5-1.2
DETAIL 8: VISTA MURRIETA ROAD PROPOSED N DETAIL 9: VISTA MURRIETA ROAD PROPOSED N DETAIL 7: VISTA MURRIETA ROAD PROPOSED NE DRIVEWAY DRIVEWAY 1 DRIVEWAY 2 SCALE: 1"=10
BE SHEET 20
CALE: 1 = see SHEET 21
EX. ROW
FS: (1125.98)
5,41% FS: (1124.65) 7
FS: 1124.63

6.45% F$: 1124.54- -FS: (1124.61)
AFS: 1124.61
58: 1124.66-v -FS: 1125.02 095g -FS: 1124.55
rS: 1124.96 7C: 122.35 TC: 1123.4
FS: 1124.58- -FS: 1124.48

1.05% 1.53% FL. 1234 227623.55
4272 FS: 1125.00 TC: (1124:36)- N 2276239.939

4.36% 2276244-723
ES.1121 04
N 2147021.857 -

6.28% E 6276279.668 FS: (1122.98)- -FS: (1123.16)
TC: (1124.17)• FS: 1125.59 5,32%
N FL: (1123.73) -TC: (1124.21): 1,01% 0.20%
E 62761071124.32 33049% 0.05% m)) - 6276260141
FS: (1123.82)- (0.40%) in
-TC: (1125.81) · 6272292295- FS: (1123.45)- 1.58%* 2.07% (0.54%) N 2147083220 FS:1123 7S: 1123.41 TC/FS.1123.12354 FS:(123562) FL: (1125.29) E 6276283.267 FS: (1123.69)-/ ES: 12.15 TS: 122397 FS: (1123.64) / FS: (1123.52)
_FS: (1123.71)
ES.(117412)_
ES: 1123.67—
FS: (1124.31)
LEX. ROW
FS: (1124.92)-
DETAIL 11: MURRIETA HOT SPRINGS NE

CURB RAMP
DETAIL 10: MURRIETA HOT SPRINGS NW NORTH

CURB RAMP

RTH CURB RAMP
SCE SHEET 1S
WDID # 9 330401926
"AS BUILT" SEAL

CITY OF MURRIETA SHEETS
ABSOLVE THE ENGINES OF WORK OF ANY RESPONSIEPT FOR THE PREC DESION. ND CITY'S ACCEPTANCE Kimley» Horn ENGINEERING DEPARTMENT 37 ENGINEER OF WORK DATE TENTATIVE PARCEL MAP 38373

RCE NO EYPIRATION DATE SCAI F STAKING DETAILS
Underaround Service Aler! DENOU MADI • APPROVED FOR SIGNATIR HORIZONTAL ENGINEER'S NOTE(S) DESCRIPTON: RIVERSIDE COUNTY BENCHMARK 600-11-68 PREPARED BY DATE

CAL TOLL FREE AS NOTED
FEET SOUTH OF THE SOUTH-EAST CORNER OF Jau lemo 11/19/2024 DIRECTOR OF PURIIC WORKS | CITY FACINEER 1-800
VERTICAl
- NGE OF SCE MURIETA SUBSTATON #2 11-26-24 DATE | INITIAL PROJECT NO.

ALL PAVEMENT MARKINGS AND SIGN TAMMIE MORENO REVISION DESCRIPTION SHO. DATE ON -PC 0E-02-000 24-500.

EVATION, 1050 046 DATUM: NGVD1929 AS NOTED CITY APPROVAL RCE NO. 74417 EXP. DATE 09/30/25 ENGINEER OF WORK
-PI 10+71.01
END 97-
11+83.64.
23180.66
A10+17.63,
EL 10+70.03-1
/BEGIN(92
-ES: 1163.02

0.148 г
10768.0%.2.5฿ LT
TW: 1/717 4L26+

0.36%
0-49%
11+10.14, 3.2/.L 3/8 x5 Dia.

With the And Flush 5/8'x1-1/257
191803 290 L
END PEDESIRIAN RAMP CL:
-3/12003 25p RT 1-1/2"Min.
12-6600, 250 RT or Tread Width

PLAN AT END
VISTA MURRIETA RD OF HANDRAIL i Mot
10220 -1/2" Std. Pipe
10+92.54, - Surface in omit or On the Entire red
L27 1452.68
HANDRAIL BRACKe

1.96% IPE HANDRA
'Sta. Pipe

2.50%
10-42.5.

1.50% LTIMATE:
10+40.51,
1+78.14. 2.35 y
1+01.40.12.50
S:1162.0
10+22.16, 2.50* LT iS 1250 91) BEGIN - Exp. 1.
11+11.29. 2.35 R
FS: 1171.10
END 9
10+09.99, 25% 5
FS:1171/4 pt+01/40:3/166.55 2.50' RT
15-7305- WELDING DEALS
1170฿ 40, 7.50 RI -1/7"

0.502

0.47381
•PEDHSTR AN RAMP CL 3" Hole
/END 9 PIPE GUARDRAIL-POST TYPE MALINTINA NOTAlI
10722.16. 2.50 RT MONROE AVE NOTES
+39.75. 2.50'
PI 10+19:66- 8. 1171/08 11+28.77. 2.56° LT.
½ 50• ฿7

2.59' R1 - 11727.32, 18.95 RT 15: 16455 for stairs and ramps more than 30% above FS: 1171.10 0.42%
Revision By Approved Date REGIONAL STANDARDS COMMITLE

CAN DIECO REGIONAI CTANDARD DRAWING
3, 15,U6 RATE CL
PEDESTRIAN PROTECTIVE RAILING on heed 03/24/2022
1+28.77,/2.50 DETAILS NO. 1 DRAWING M-24
$: 15:4,60 59 CONSTRUCTION NOTES
-FS: 1164.57 16) SEE SEPARATE PLANS FOR RETAINING WALL IMPROVEMENTS. EDESTRIAN HANDRAILS DETAI

OT TO SCALI
PI 11+31.77- INTERCEPTOR DRAIN PER
-P| 11+36.75 N
38) CON CONCRETE PEDESTRIAN RAMP. REFER TO SECTION DETAILS 90) CONSTRUCT SIDEWALK UNDERDRAIN PER
DETAIL 13: PEDESTRIAN RAMP DETAIL
PEDESTRIAN RAMP CENTERLINE GEOMETRIC DATA SEE SHEET 1" AND 20

PUREST AND ANING PER DEAL ON THIS SHEE WITH

LINE/CHORD DIRECTION

EARN PER EAT ONE HIS SHE MAL MOUNTED PEDESTRIAN
10 66 C18M018
125 51.35' N43'53'14"E

5.02' S54'57'42"E

55.74 52611'21"W
"AS BUILT" SFAL

4.99' S54'42'51"E CITY OF MURRIETA SHEETS
325

38.80' N44'22'58"E Kimley» Horn ENGINEERING DEPARTMENT

8.08' S6813'02"E STREET IMPROVEMENT PLAI
ENGINEER OF WORK DATE TENTATIVE PARCEL MAP 3837
RCE NO. EXPIRATION DATE
WWW.KIMLEY-HORN.COM STAKING DETAILS
ercround Service Alert BENCH MARK APPROVED FOR SIGNATURE HORIZONTAI DESCRIPTON: RIVERSIDE COUNTY BENCHMARK 600_11_68 PREPARED RY DATE CAl TOLL FREE AS NOTED
I OCATION. 4 FEET SOUTH OF THE SOUTH-EAST CORNER OF DIRECTOR OF PUBIC WORKS / CITY ENGINEER 7 FT CHAIN LINK FENCE OF S.C.E. MURRIETA SUBSTATION #2 VERTICAL Jour leno 11/19/2024 422-4133 11-26-24
DoN 07226-19 TAMMIE MORENO DATE INITAL DATE INITIAL
MICHAEL BAKER INTERNATIONAL NO. ENC-PC-ME-2023-0000 204-50 HO FIATON. 1050 046 AS NOTED REVISION DECCRIPTION
RCE NO. 74417 EXP. DATE 09/30/25 ENGINEER OF WORK
1180 1180
- VISTA MURRIETA R/W-
100=5.01-0
1190 1190 -5.90 F
(42) 50

VISTA MURRIETA

INTERIM C/L EXISTNG GROUND
42) -EXISTING-GROUND
1180 SURPASED FINISH 1180 1179 - 1170
STA: 10797.32- I 16264 10+00.00
1170
IW: 1168.16-
[LATERAL 1 & 2
1160 1160 1160 - 1160
~ 18" ROP MAIN
1157,50 *MAS HENSE STA 15+98.75

HYDRAULIC DATA CHORALE DATAB
¡HYDRAULIC DATA STA 13+66,8 Q100 = 6:54 CFS -S-0.0105-
1150 -6.54 1150 1159.3005.40

10.00 FPS 7100-0.09PP
0100 - 8:54 +S
40 40 $7A 1975187
Q100 ÷ Vo = 1:00 FPS 232.14' LF 18" RCP 2000-D.
101.35' LF 18" RCP 2000-D-
1140 1140 115A 1150
228.45 LF 18" RCP 2000-D
40 16 07 .
126.47' LF 18" RCP 3000-D. D-LOAD: 2000
1130 - - 1130 1115 1145
9+70 68 10+00 11+00 12+00 15+00 16+00 1/+0U 17+75 11+32 11+00 10+00 9+80 STORM DRAIN LINE A PROFILE LATERAL 1
1" = 20' HORIZONTAL
40' HORIZONTAL 1" = 5' VERTICAL
= 10' VERTICAL
- HEADWAL 5,18 STORM DRAIN LINE / CURVE DATA TABLE 43)
117( -1170
-STA: 16+70.73 FC
xx LENGTH BEARING MATERIAL

RADIUS SIZE
800 127.20 0.00 N66' 19'46"W RCP MM: 10+00.00 1161.32
EX. PROPERTY LINE
801 229.16 1887.00 N64' 41' 49'W 18" RCP RIM 1160.31
802 232.91 1887.00 N57' 33' 41'W 18" RCP
803 69.63 45.00 N81' 46' 54'E 18" RCP
804 32.16 0.00 N36 11 56 E 18" RCP
805 20.99 0.00 N21' 45 35 € RCP 18" RCP MAIN
=UTILITY XING MONROE AVENUE
806 46.96 0.00 S21' 42 00"W RCP
807 44.89 0.00 S66* 57'58 w RCP
- MONROE AVE E -5216:00
STA 105+02,33/1
1150 STA. - 1150-
то: 128.%. MH: 1670116 PRC @3 CONSTRUCTION NOTES CONST. 19.69 LF 4 OF TURRETA STDS 212A PIPE. TRENCHING AND EMBEDMENT PER CITY D-LOAD: 2000 5i • 1160 7
1145-
ULTIMATE CL INSTALL MANHOLE NO. 1 PER RIVERSIDE COUNTY FLOOD CONTROL 1145400 10+00 10+30.82 STA: 11+31.16 BCL
LATERAL 2
1" = 20' HORIZONTAL
CONSTRUCT PIPE HEADWALL AND WINGWALL PER CALTRANS STD. NO. 1" = 5' VERTICAL

MONROE AVE LINE A
DID NO. CENT. PROVO IRON FRAME AND COE HE TOO CONTROL
STA: 21+26.45
- LINE A STA 10+00.00 SEE REA 2 PROFIE PLAN FOR 6 COON SHEET 30FLTRATION SWALE WITH PERFORATED PIPE PER DETAIL 7E: 116086 SEE SEPARATE IMPROVEMENTS NET PEN AND RH CARE OR PROVED ON TH ASTO -805 DP 2022-2518 KEY MAP GRAPHIC SCALE IN FEEBO

ON - SITE
-MOVA DE AVEN RO SA 2122000 E
"AS BUILT" SEAL

SHEET CITY OF MURRIETA SHEETS

E RECEIPT OF AS-BUILT PLANS AND CITY'S ACCEPTANCE THEREOF DOES NI SANDAN SOLVE THE ENGINEER OF WORK OF ANY RESPONSIBILTY FOR THE PROJECT DESIG Kimley» Horn

STREET IMPROVEMENT PLAN
ENGINEER OF WORK DATE TENTATIVE DARAGI MAD 139Z77

MONROGAVEIINEACTARMARAIN

RCE NO IMPROVEMENT PLAN
Undercround Service Aler BENCH MARK APPROVED FOR SIGNATURE HORIZONTAL

PREPARED BY DATE APPROVED
DESCRIPTON: RIVERSIDE COUNTY BENCHMARK 600_11_68
CoL TO I FREE AS NOTED
4 FEET SOUTH OF THE SOUTH-EAST CORNER OF Jauns leero DIRECTOR OF PUBC WORKS / CITY ENGINEER 1_900 11/19/2024

VERTICAL
11-26-24 PROIECT NO
TAMMIE MORENO DATE INITAL ENC-PC-MP-7023-0000 24-595
ELEVATION: 1050.946 AS NOTED EXP. DATE 09/30/25 ENGINEER OF WORK REVISION DESCRIPTION NO. DATE NATAL CITY APPROVAL DATUM: NGVD1929
IRCE NO. 74417
1190 1190 CONSTRUCTION NOTES
5B DISTRACT 5TD. MA STORM PIPE. TRENCHING AND EMBEDMENT PER RCFC A * OF MURIETA STD. 212A PIPE. TRENCHING AND EMBEDMENT PER CITY 1180 1180
IS MUR 27A STD, 202M PIPE. TRENCHING AND EMBEDMENT PER CITY EXISTING GROUND 42 NO. MH251. RIM AND PIPE INVERTS PER PLANTY FLOOD CONTROL STD. 1170 1170
-TW: 1165,71
1160 S=0.0100 1160 CONSTRUCT PIPE HEADWALL AND WINGWALL PER CALTRANS STD. NO.

PRISH SURFACE 45 ERTS SRLAURE NO. 4 PER RCFC STD. DWG. JS 227. PIPE STA. 02413 STA 17+3. STA 08.83 -LATERAL 5
) WINGWALLS TYPE A PER CALIRANS SID. NO. D90. TYPE A. DE:
1150 STA 16+04.17 1150 13', LENGTH OF WIGNWALLS
- LATERAL 3 & 4
R/W- * IS MURIETA STD 202A PIPE. TRENCHING AND EMBEDMENT PER CITY

HYDRAULIC DATA HYDRAULIC DATA
Q100 - 6.70 Fr 2) PROVIDE 40° LENGTH OF 2 TON RIP RAP AT 5.5 FT THICKNESS WITH 1140 _ 676 C
HYDRAULIC DATA 1140 E TO BE COLLECTED AND DISPERSED AIN 102ES OF RIP RAP PAD
1100 = 19.93 Cr
40 100=0/0/
19 58 UF 18 ReP 200-0. -LATERAL 6 15 NO.400 MONSTRUCT CONCRETE COLLAR AT PIPE DEFLECTION PER ROFC STD. _130.01' |F 18" RCP 2000—0
1130- 1130
250.32' LF 18" RCP 2000-D HYDRAULIC DATA

19.90 CF OF MURETA STD. 312AM PIPE. TRENCHING AND EMBEDMENT PER CITY /100 = 19.49 FPS
1120 1120
INVERT PER PLAN.
41)

52.32' LF
1110 - 532000
A 131.93 LF 18" RCP 2000-D 1110
FIA 13+27 ST1,10+22 STORM DRAIN LINE / CURVE DATA TABLE 48) STA 10+03.94 (xx) LENGTH RADIUS BEARING SIZE MATERIAL 1100
HYDRAULIC DATA "128.01' LF 24" RCP 2000-DT 1100
PTA. 10+00.00 626 12.82 0.00 S48' 24' 27"W RCP
0i0o = 35.90 FFS HYDRAULIC RCP 2000-D
627 72.88 0.00 S41' 32' 06"E PVC
0100 - 29.22 FR 14.08 0.00 S48' 22 46 W 18" RCP
628
1090
-1990
815 21.69 0.00 S47' 54' 18 W RCP
HYDRAULIC DATA 816 68.32 45.00 S3' 08' 36"W RCP
2,70 FPS 817 130.78 0.00 541•37 17'E 18" RCP
1080
1080 RCP
818 251.14 0.00 S41• 37' 17"E
19+20 19+00 18+00 17+00 16+00 13+00 12+00 11+00 10+00 9+25 819 132.76 0.00 541•37' 17'E 18" RCP

STORM DRAIN LINE B PROFILE
820 53.19 0.00 S41° ° 17"E 24" RCP
= 40' HORIZONTAL
821 128.96 0.00 S41° 37'17'E 24" RCP
1" = 10' VERTICAL

23.13 0.00 S1° 23' 39"E 30" RCP

45.46 0 0O S48' 22' 40°W 18" RCP
PROFILE SEE A STA: 10+25.08
STA THAN 824 15.61 0.00 S40•39'07'W 18" RCP
L1233®
CB1547,59 825 36.73 90.00 N84' 17' 47'W 72" RCP
INY QUT 11436 6 PUS
826 24.69 90.00 576 09'32"W 72" RCP
F628 797 MEDICAL, DRIVE RCP
26 629 At Seet 20 827 3.46 90.00 S69' 23' 48°W 72"
828 45.91 90.00 S85• 06' 40°W 72" RCP

MONROE AVENUE KED-BY OTHERS
EX. 72* RCP CULVER 829 8.78 0.00 N36'32'18"W
REMOVE EX.12" RORI -RCP 0235%18.

UTILITY XING- 830 47.68 0.00 N52:4558E 24" RCP
MONROE AVE E- 114+007835
SEE 46.08 0.00 541•14' 41'W

TH ROP PROFILE
42) ·400 836 22.25 0.00 N60° 58' 55"E RCP

17.86 0.00 N80° 16' 31"W RCP
STA M+58.52

PROPRAG
COSTA: 174 S 43 STA: TA 13+5017 12+14.91(42)
"SE SHE A BROCKE 182E
TE: 114634
SEE SEPARATE PLAN FOR -TA: 10+17.84 BC
ON-SITE IMPROVEMENTS INV IN. 1111.10 MATH ENAL TO BE ABANDONED MONROE AVE LINE B 429. 35 CFS KEN MAP GRAPHIC SCALE IN FEE O DP 2022-2518 11000.

WDID # 9 33C401926
"AS BUILT" CITY OF MURRIETA
LATIVE THE ENO AS ON MRAOF ANY RESPONSE OR THE PADE SON. Kimley» Horn ENGINEERING DEPARTMENT 37

TENTATIVE PARCEL ENT

ENGINEER OF WORK
MONROI
RCE NO. FYPIRATION DATE SCAL F WwW.KIMLEY-HORN.COM
Underground Service Alert DONOU MADI APPROVED FOR SIGNATIR HORIZONTAL

PREPARED BY DATE
Cal TOl I FRFF AS NOTED
• FEET SOUTH OF THE SOUTH-EAST CORNER OF da Pale Sauna lemo 11/25/2024 TOR OF PUBLIC WORKS/ CITY ENGINEER ACES 1-800 VERTICAL
422-113. 07-26-78 OF SCE. MURRETA SUBSTATON A2 11- 26-24 PROJECT NO. DRAWING NO.

TAMMIE MORENO DATE INITAL ENG-PC-IMP-2023-00010 24-596

BAKER INTERNATIONAL AS NOTED REVISION DESCRIPTION
DATUM: NGVD1928 RCE NO. 74417 EXP. DATE 09/30/25 ENGINEER OF WORK 1150
Q100=2.40 CFS
1000817055 CONSTRUCTION NOTES
21007377(55
1160 1960 1160 ENSEMENT PER SO SPECT TO HIS
10+6266g STA: 10+46.60@ INSTRAMET REP STOO ME TEA SID 2A2D 1136.38
114A ENTRANT REP STOR ME TEA SID 2A20
1140
110+48.37 PROPOSED FINIS
24 1058415 STA: 9+99.31 RIM 1147,14 STA: 10+00.69 RIM 1147.14 TA: 10+25.7. 11147.03 URFAC WALL

ESIGNED BY OTHFR
1150 1150 1150 STROL SON. REST IN AND FE ONES 900
ESIGNED BY OTHER 12" WATER SERVICE-
TMP SD: 1130.18 43 INSTALL COMBINATION INLET CATCH, BASIN NO. 1 PER CITY CLR 1.3 - EXISTING GROUND
112A 1130
(BA HAN TRANGE UPE INVESTS PER PLAND. 4 PER RCFC STD. DWG. US 227.

BON S0: 114.22 - S=0.009/
STA 1.306.48, 1127.55 INV 47 WINGWALLS • D9O, TYPE
139.30 INV
1140 1140 512.10+60.75 1128,50+44.68
STA 10 61.81 S=0.0102- 17110418.52 (50
ST28180050 SADIN SINO PROVE AME
39)
012-0164, 175910+03,03
1120
1120
CONST 20.79 39) CONST 8223.. CONS A RAF
DWG. 05-0102. D-LOAD: 2000 D-LOAD: 2000 D-LOAD: 2000
® ROFU STD. MOSCRETE COLLAR AT PIPE DEFLECTION PER
1130| L 1130 -1130- 111- 1115
1'29780 10+00 10+32.82
11+00 10+00 10+80 10+00 9+80
LATERAL 3 LATERAL 4 LATERAL 5
1" = 20' HORIZONTAL 1" = 20' HORIZONTAL 89 INSTALI
= ZU HORIZONI-
1" = 5' VERTICAL 1" = 5' VERTICAL
2100=1.0 CFS VD-59 C55
42 0101-519 C55
| 10+61.59 g 10+00.00 10+1641 @
1130 1130 1130 -1130 1130
1130
S 12492- 1 71245252 B 1 10900. STA: 10+00,00 A
0100-20 35 S 010-52086 CFS. 0100-30 70 CES
- SURFASED FINISH

DESIGNED BY
-REMOVE EX.

PROPOSED PEASE Q100 HGL
S=0 1170 -COP IT CONCRETE 63
1120 1120 HEADWALL - RIM T 18,50
1120
1120 N: 1811.76 1120
-74" RCP MÁIN
CORF INTO FX. CATCH

BASIN TO INSTAET I NEI
17910+5967 STA 10+52.43 STA 1061850/ 00
40 L.F.
_S=0.0051
62)
1110 STA 10 T02 PTA 10400.00 1110 111A 1110
1110 - EX 24" PIPE 1110
@CONST. 7.01 LF. EXISTING GROUND -
EX. 44-L.F. OF 24" RCP. 4) CONST. 10.24 LF STA 10 0000 E STA 142860 -D-LOAD:2000 BC ST 10+17.84
PRC SA 10+67.2:

UTIZE EXISTING

SEWER SERVICE A GODS
TOP SS: 1110.26 38)

TON RIP RA
1100 D-LOAD: CO00 (PROWDE 1-1,2F 57FL OVER RCP
- 1100 1104- 1100
1109450 10+00 11+00 12-0300
11÷0c 9+70 10+60 10+00 9+80
LATERAL 6 LATERAL 7 72" RCP
1" = 20' HORIZONTAL 1" = 20' HORIZONTAL
1" = 5' VERTICAL " = 5' VERTICA 1" = 5' VERTICAL
SEAL:

CITY OF MURRIETA
LATE CAPE ONE ON PAO AN IS ACE OR HER DOT SON. Kimley»Horn ENGINEERING DEPARTMENT

STATIVE PARE

ENCINEER OF WORK DATE
RCE NO. EXPIRATION DATE SCALE MONROE AVE STORM DRAIN PROFILES Underground Carvice Alert RENCH MARK APPROVED FOR SIGNATURE HORIZONTAL

APPROVED
DESCRIPTON: RIVERSIDE COUNTY BENCHMARK 600-11-68 PREPARED BY DATE Caf TOLL FREE LOCATION AS NOTED
Tara Potin VERTICAL Jans lemo 11/25/2024
11-26-24 DATE INITIAL DATE DWN BY:. PROJECT NO.

MODATE BINE INTERNATONAL TAMMIE MORENO INITIAl
AS NOTED REVICION nEcApIDTIANI FIELD BK
TWO WORKING DAYS BEFORE YOU DIG IRCE NO. 74417 EXP. DATE 09/30/25 ENGINEER OF WORK 1170 EL= 1160.27 1150 1150

HYDRAULIC DATA HYDRAULIC DATA
EXISTING GRADI 100 F 4100 -
- 18-WATER sERVeE PER BOVE "PRO
S=0.0145- V100 V100 ÷ 0.50 FPS
1160 | LATERAL 5 & 6
| ATFRAI]..

G HGL -7 RIM EL=1136.84
1150 1140 1140
- LATERAL 3 & 4
+ LATERAL 1 &12 STA SEE
1140
52) 2,37 30 -5-00212-
RCP 2000-D WATER MAIN
1130 HYDRAULIC DATA 1130 BTM SD: 1131.62 1130
HYDRAULIC DATA 100=30:0
HYDRAULIC DATA HYDRAULIC 1 19-1403
9,00 = 37А + 3+16,2 1100 = 8.80 FPS STA1.39+20.73
173.2414,39 $T3. 11-19,55 11.11 FP:
1120 /100 = 6.20 FPS
-191.99' LF 30" RCP 2000-D- 345.33' LF 30" RCP 2000-D-

90.11 RC 200-0 ROP 20000C
2000-D
1110-100 14700 1120
HYDRAULIC DA 13+00 17+00 18+00 19+00 1129475 10700

HYDRAULIC DATA
100 = 7.41 FPS 9100 = 7.36 FPS STORM DRAIN PROFILE LATERAL 1 & 2 PROFILE HORIZ: =20'
40' HORIZONTAL VERT. 1"-5'
LATERAL 1" = 10' VERTICAL
1 90 STA: 11+47.22 BG _STA: 11+54.09 FA
STA: 11+18:41 EC CB 1934.95

HYDRAULIC DATA
Q100 = 3.02 CFS
-EXISTING PROPERTY LINE _SHA: 13+43.8842 1150
1150|
1130 C (42)
-STA: 124-750A EC.

REFERENC
THENCE LATERA.
10100 FE 1140.03
43) STA: 11+55.5 - VISTA MURRIETÀ E'
1923- - MATE LIN AT
STA: 10+54: 1 1156.34
1140 1140
STA:. 12+10.13 (40)FL 1147.76
6™ INV: 1133.35
MURRIETA RO (40)FL 1148.25 6O STA: 19+33.00
FL. 155.52
- EXISTING PROPERTY LINE DIA: 10+94.00c
-STA: 16+14.36 EC REFERENCE LATERAL-

CONSTRUCTION NOTES STORM DRAIN LINE CURVE DATA TABLE
STA: 16+93.88(
Txx BEARING LENGTH SIZE RADIUS MATERIAL SEE SHEET 30
61 15z 5
908 0.00 STA: 16196.38 F0 STA: 19+00.25 ST3A12+32,57
S43' 43' 20"W 114.98 | 30" RCP RCR
ENSEMENT PER ST OF MURIET SO 2AN SARARATE PLAN FOR 1130 1130 909 S513756 124.18 30" RCP 450.00 RCP -SITE IMPROVEMENTS 910 564'36'01"w 79.52 30" RCP 450.00 RCP \ DF/2022-2518 ORC" INVERTS PER PLAN 911 5693946₩ 270.48 30" RCP 0.00 RCP
912 S68' 39' 42"W 22.78 30" RCP 0.00 RCP 18" INV: 1749.11 11250-00 10-5025 43) INSTALL COMBINATION INLET CATCH BASIN NO. 1 16 + 91-17 C 913 565° 47'12"w 45.16 30" RCP 450.00 RCP MATCHLINE LATERAL 3 PROFILE 914 56215443 128.72 30" RCP 0.00 RCP HORIZ: 1"=20'
CALTRANS STD. NO: OBO AND WINGWALL PER 43 STA: 16+9284 ·159.05 VERT:
916 545'52'33' 26.76 36" RCP 45.00 RCP
• SATERATE ENCE PEARS
917 528' 50'24" 65.16 36" RCP
919 S46° 16" 24"E 11.07 18° RCP RCP NV: 1750,56966
920 |N29' 06" 46"W 15.57 18" RCP RCP
CONTROL SID. NO CBY10, PROVIDE 921 N29° 18'58"W 26.87 18" RCP 0.00 RCP VISTA MURRIETA ROAD NOT FRANE ANO GRATE ME SE.
922 N25'07'16"E 25.30 18" RCP RCP
924 N35' 38'44"W 4.54 8" HDPE | 0.00 HDPE

NITH FILTER GRAPHIC SCAL E IN FEET
925 N3* 54' 51"W 16.95 18" RCP
926 N45° 11' 47'W 27.82 18" RCP 0.00 RCP
56 CHECK DAMS PER CITY OF TEMECULA STD. 953. 927 N795325' 10.92 18" RCP "AS BUILT" CITY OF MURRIETA.
929| 564' 06'10"W 51.55 [8" HOPE 0.00 HDPE
LATIVE THE NONE OF MOROF ANY RES ASTE THE RODE DETH., Kimley» Horn ENGINEERING DEPARTMENT 168 07 53W 4.03 8" HOPE 0.00 HDPE

STREET IMPROVEMENT PLAI
GON OF MURIETA STD. NO. CETOR DRAN PER ENGINEER OF WORK NATE ENTATIVE 38373 RCE NO. VISTA MURRIETA RD STORM DRAIN

EXPIRATION DATE 'SCALE
CONSTRUCT 18" REP CULVERT WALL PER DETAIL G IMPROVEMENT PLAN Underground Service Alert DENNY MADL I APPROVEN FOR SICNATIIRE HORIZONTAL DESCRIPTON: RIVERSIDE COUNTY BENCHMARK 600-11-68 PREPARED BY DATE Call TOLL FREE AS NOTED
4 FEET SOUTH OF THE SOUTH-EAST CORNER OF Boobie Jans turo 12/13/2024 1-800

VERTICAL
422-4133 1L2 FENCE OF SCE. MURIETA SUBSTATON 42 1217.24 INITIAL PROJECT NO.

WICH O BE TERNATON. TAMMIE MORENO DATE 24-598
REVISION DESCRIPTION FNC_PC_IMP_9023-00010|
ELEVATION: 1050.946 AS NOTED
RCE NO 74417 EXP. DATE 09/30/25 ENGINEER OF WOR
1170

HYDRAULIC DATA HYDRAULIC DATA
V100 = 4:24 FPS 2100 = 1.70 CFS
HYDRAULIC DATA V100 - 4.37 FPS
0000 = 17.92 FPS 1190 (50 43-
117( 117(
42)
1160 1160
1180
ULTMATE VE SE 1170 OROSED -GRA H=3:50

SAFETY LEDGE
1160 1160
PER MH20
ABOVE PROP. SI
STA 34-90.52
- LATERAL B STA. 26+56.65 1150 1150
ST 33751-32
1160
- CROVE PROADS

HYDRAULIC DALA

00.01 Lr 40.- STA 19+20,75 STA 19+2542
1150
MONROE AVE LINE A 11.41 FPS
1150 1150 1151,58 INV HYDRAULIC DATA WATER MAIN
ST5.21+28,78 4.76 CF$ ON SA: 1149.02
SA 31+24,11 000 = 10,49 FPS 1140 1140
1140
323.04' LF 18" RCP 3000-D 13 200-0
1135,75 10+00 1141135
1130
C 2000- 10 HYDRAULIC DATA LATERAL 5 & 6 PROFILE
1140
1110-00 10+55 @do = 19,20 CFS HORIZ: 1"= 20°
LATERAL 7 PROFILE VERT: 1"=5'
1120
VERT: 1"=5

STORM DRAIN LINE / CURVE DATA TABLE
1110 RADIUS I MATERIAL

BEARING
20+00 21+00 22+00 23+00 24+00 25+00 25+25
CONSTRUCTION NOTES 900 | 43: 14'40"W 10.00 RCP
901 620 20 26 4 18" RCP 45.00 RCP
ESTAMEN PREP STO OF ME TEASED 2AD
902 578 50' 08"w 34.08 18" RCP 45.00 RCP

STORM DRAIN PROFILE
SOHYDRAULIC DATA 903 S57: 08' 31"w 121.78 18" RCP 0.00 RCP 40' HORIZONTAL
1190 40=312 00 1190 1" = 10' VERTICAL 904 550' 26' 04"₩ 105.36 18" RCP 450.00 RCP INVERTS PER PLAN 905 S43' 43'36"W 66.58 18" RCP 0.00 RCP 43) INSTALL COMBINATION INLET CATCH BASIN NO. 1 906 S43' 37' 28"₩ 193.45 24" RCP 0.00 RCP E:4.5 UNLESS OTHERE SHOW PROFE 918 Nº° 27' 04'E 34.10 18" RCP 10.00 SHA: 21+26.4513
PROPOSED OP. 185 CONSTANS STD. NO, DONAL AND WINGWALL PER

ABOVE PROP
- MONROE ARE STA: STA: 10FO0.30+26.75 = -STA: 22+98.38 BC 124+54.240 _STA. 49167 47 INTERMENT PER CITY OF MUR ETA SID: AD
1180 1180 -STA: 21+93.02 EC REFERENCE LATERA
-STA: 24+20.16 FC
SHEET 29 24+53,860 ® ENAMEN PEP SIT OF MUR TEA STO 2120 CB 13120

EXISTING GRADE SO SUNTY BLOOD CONTROL STOOD PROVIDE
BOVE PROP. SD COON FRAME AND ATE. HE
6 THICKNESS TA FITTER FABRIC PER CITY OF S,5 F
1170 1170 RIP RAPA SIT 10 BE COLE SAND SPEED

ALONG EDGES OF RIP RAP PAD
57A.10+4368 MATCHLINE -
GON OF MURETA ST NO. CETOR DRAN PER
STA: 24+92.4460 3) CONSTRUCT 18" RCP CULVERT WALL PER DETAIL STA:25+00.00 1179.30
11600:00 10-1160

PIPE UNDER SIDEWALK
LATERAL 8 PROFILE
HORIZ: 1"= 20' VISTA MURRIETA ROAD GRAPHIC SCALEIN FEET VERT: 1"=5'
'AS BUILT" SEAL

CITY OF MURRIETA
30 ENAINEEDING AEDADTMENT
LOSIVE THE ENG AS ON TRANS AND RES ASSET OR THE PRICE BEST. Kimley» Horn

STREET IMPROVEMENT PLAN
ENGINEER OF WORK TENTATIVE DARCE| MAD 78377

VISTA MURRIETA RD STORM DRAIN

O NO EXPIRATION DATE

IMPROVEMENT PLAN
Service Aler BENCH MARK APPROVED FOR SIGNATURE HOR ZONTAL DESCRIPTON: RIVERSIDE COUNTY BENCHMARK 600_11_6R PREPARED BY DATE Hitk Wall LOCATION: 4 FEET SOUTH OF THE SOUTH-EAST CORNER OF AS NOTED Jano lumo 12/13/2024 DIRECTOR OF PUBC WORKS / CITY ENGINEER 7 FT CHAIN LINK FENCE OF S.C.E. MURRIETA SUBSTATION #2 VERTICAl 12517-24 PROJECT NO

TAMMIE MORENO DATE INITIAL
MICHAE BAKER INTERNATIONAL AS NOTED ENGINEER OF WORK REVISION DESCRIPTION NO: DATE INTAL CITY APPROVAL EXP DATE 09/30/25

SIGN LEGEND
LEGEND

RIGHT LANE

NEW SIGN LOCATION (SINGLE POST)
MUST

LEFT TURN KIGHI EXISTING SIGN LOCATION (SINGLE
POST)
15238) W3-1 STREET NAME SIGN
"XISTIN. 14-230 WEASICA EXISTING EXISTING EXISTING EXISTING 30" Х31 EXis ING LANE WIDIH
xx EW LANE WIDTH OR LENGTH OF NE'

TRIPING

TPE IV ARROW PER CALIRAN
TANDARD PLAN A24

SOUTH BIKE LANE PAVEMENT MARKING
NO LEF PRAN A 24C AND AZA : STANDARD

OUTLET LANE
2 5 ENDS R "STOP PAVEMENT MARKING PER
CALTRANS STANDARD PLAN A24D
W14-2 W1-8 (L) W1-11 (LI W13-1P(10) OM1- TRAFFIC SIGNAL EXISTING 36"Х36" 24"X30 36" ×36 18"X18" 18"X18 36"Х3Є 18"X1 30 x30 30 x30 18"X24

TYPE VI ARROW PER CALTRANS
PLAN A24
•WY PAVEMENT MARKING PE
ALTRANS STANDARD PLAN A24
ER 2009 MUTC GURF 3R-95

MARKING NOTES
SHEET.
3 MATCH EXISTING STRIPING
4 REMOVE CONFLICTING STRIPING OR PAVEMENT

BY SANDBLASTING AND/OR
5 INSTALL 12" WHITE
1 2E MAN LANE SHAL
6 EXISTING SIGN TO REMAIN.
- 6" YELLOW DIAGONAL PAINT

ROSSWALK PER DETAI

TYPICAL DIAGONAL BUFFER HATCHING DETAIL BROSOVE AND SALVAGE EXISTING SIGN AND 9 INSTALL

NOT TO SCALE

MERAS A SORES AND STRES AT
10 FURNISH AND INSTALL TYPE 9B STANDARD

NEW SIGN PER CALTRANS
[I FURNISH AND INSTALL TYPE 15-FBS
12 FATCHIN
SHEET 10.

DID # 9 330401926.
"AS BUILT" SEAl

CITY OF MURRIETA SHEETS
Kimley» Horn
TENTATIVE PARCEL MAP 38373 IMPROVEMENT

ENGINEER OF WORK DATE
RCE NO. SCALE WwW.KIMLEY-HORN.CON SIGNING AND MARKING PLAN Underground Service Alert APPROVED FOR SIGNATURE HORIZONTAL

PREPARED BY DATE
DESCRIP ION: RIVERSIDE COUNTY BENCHMARK 600-11-68
Cal TOLL FREE BRANRSPHENSON 11/24/24 AS NOTED DIRECTOR OF FUN WORKS / CITY ENGINEER 4 FEET SOUTH OF THE SOUTH-FAST CORNER OR
1-800 VERTICAL Sos in All. 11/25/2024
7 FT CHAIN LINK FENCE OF S.C.E. MURRIETA SUBSTATION #2
07-26-1982 JON M. COLLINS INITIAL 24600
RICE NO. BERING COMPANY AS NOTED REVISION DESCRIPTION ENC-PC-IMP-2023-00010 ELEVATION: 1050.946 DATUM: NGVD1929 RCE NO. 62090 EXP AT 00/20/05 ENGINEER OF WORK CITY APPROVAL LEGEND
NEW SIGN LUCA lION (SINGLE PUSI)
L=110 (22)
WALSH 15 CENTER DR FISTING SIGN LOCATION (SINGLE

STREET NAME SIGN
L=34° EXISTING LANE WDTH
R7-9(MOD) [2H 51=40°

STRIPINGE WOTH OR LENGTH OF NEW
H2]RI-1
• - 4 2\0
W4-2(4) [27 EX R/W

MONROF AVF INTERIM C
2 3-1010) PER CAL
25) 1=600° STOP

TRAFFIC SIGNAL

STANDARD PLAN ARA CALTRANS
155' TAPER
25) TOTAL PER 20M SEE UNE 30-25
8:» SEA A RAN STANDARD PLANKING
1131=74

MONROE AVE
12h AND 609A

MARKING NOTES
1 FURNISH AND INSTALL THERMOPLASTIC

INSE PERCENT THIS
AND 6128.

INSTALL 12" WHITE THERMOPLASTIC LIMIT

RAVEL CAN AL
STRIPING DETAILS EXISTING SIGN TO REMAIN.
(25)
RET ALTANE RENSED STANDARD FLAN ASP INTERVALS AT 25'
• EX R/W W14-2|2 29 10 FURNISH AND INSTALL TYPE 9B STANDARD - 2 -R7-9(MOD)

SPARKMAN BEAN SO PLAN SEN, ERE ATRANS
39)-L=470' R1-12-
38 WHITE CHANNELIZING LINE PATTERN FURNISH AND INSTALL 8"

YELLOW DIAGONAL
{25) L=195' STANDARD PEAR REASO DETAIL HASHING SPACED AT 55 PER

16.5 - 39 )INSTALL BIKE LANE LINE PATTERN (DFTAII
2|W1-8(L) CALTRANS REVISED STANDARD PLAN
-16.5 RSP 4200.

POSTS SHALL BE 6' O.C.

MONROE AVE -221=75

MATCHLINE - SEE ABOVE RIGHT

MONROE AVE INTERIM C
- EX PI
R81(CA)
R81B(CA)

GRAPHIC SCALE IN FEEBO
"AS BUILT"
CHEFT.

CITY OF MURRIETA
Kimley» Horn
• THE ENGINEER OF WORK OF ANY RESPONSIBILITY FOR THE PROJECT DESIC STATIVE ARE 35573

ENGINEER OF WORK DATE ENTATIVE PARCEI MAP
RCE NO. EXPIRATION DATE SIGNING AND

MARKING PIAN
deraround Service Alert APPROVED FOR SIGNATURE HORIZONTAL DESCRIPTON: RIVERSIDE COUNTY BENCHMARK 600-11-68 PREPARED BY DATE CAL TOLL FREE BRAIR SEPHENSOM 1126/24 AS NOTED DATE 12/1/24 LOCATION: 4 FEET SOUTH OF THE SOUTH-EAST CORNER OF
1-800 11/25/2024
7 FT CHAIN LINK FENCE OF S.C.E. MURRIETA SUBSTATION #2 VERTICAL 422-4133 INITIAL PROJECT NO.

RECORDED: 07-26-1982 DATE
RCE NO. 6947ING COMPANY REVISION DESCRIPTION NO. 24-601

AS NOTED
RCE NO. 62090 EXP. DATE 09/30/25 ENGINEER OF WORK CITY APPROVAL LEGEND

STRIPING DETAILS

NEW SIGN LOCATION (SINGLE POST)

EXISTING SIGN LOCATION (SINGLE
22) INSTALL WO-DIRECTIONAL NO PASSINC STREET NAME SIGN
STANDARD PLAN SP P2A CALTRANS REVISED
(XX") EXISTING LANE WIDTH
[5]i=28 PET CATAN RESO SANDRA FLAN SP xX' SERPLANE MOTH OR LENGTH OF NEW

STANDAR PLAN A CALTRANS
MATCHLINE - SEE SHEET 32

BIKE LANE PAVEMENT MARKING AND
37)INSTALL LANE DROP AT EXIT RAMP PATTERN ORAN ARE AND AS STANDARD =EX R/w
"STOP A SEEN A PAN PER
+212=102(00 STANDARD PIA TS TRAFFIC SIGNAL
39 INSTALL & CALTRANS REVSED STANDARD PLAN STANDARD PLAN AR CALTRANS

ROP ARO
39A INSTALL INTERSECTION LINE BIKE LANE
_SEX RAN 15 X6 ROUTE SHIELD PAVEMENT
4 MONROE AVE 22) =215
FY R/W- 2009 MUTCD FIGURE 3B-25
W3-18

REACH RAN STANDARD PLANENG

MARKING NOTES
R3-7(R) [27
R3-5(R) 8
W74(L)(CA) 5/
H5/L=44° [3 MATCH EXISTING STRIPING.

L=13013/:

L=130(39
-EX R/W E MARINE SANDBLASTING ANDORAVE MEN
INSTALL 12" WHITE THERMOPLASTIC LIMIT
(12) - (5), TRAVEL WAY AND 4
MURRIETA HOT SPRINGS RD =___1(11). (11') MINIMUM BEHIND CROSSWALK. [Z1=90' LLI
6 EXISTING SIGN TO REMAIN.

EMERALD

HIIE BASIC CROSSWALK PER DEI
-(11)=
& ROSOVE AND SALVAGE EXISTING SIGN AND
(29)L=35 Ex. RAISED MEDIAN
(12)
- -(11)---
(11')
= 5= (12)
L=30(39) L-100( 5P2[E
L=690' TOTAL 12) 1=230 694) L=230(38 51=73 R4-721 -EX R/W 2) L=3
L=315(25) L=100 39)

GRAPHIC SCALE IN FEET
"AS BUILT" SEAl

CITY OF MURRIETA
137
THE PRO DESO. Kimley»Horn
ENGINEER OF WORK DATE 101 B STREET, SUITE 601
RCE NO. SCALE WWW.KIMLEY-HORN.COM SIGNING AND MARKING PLAN Underaround Service Aleri BENCH MARK APPROVED FOR SIGNATURE RIVERSIDE COUNTY BENCHMARK 600-11-68 PREPARED BY DATE
Bi 1/20/24 AS NOTED BORECTOR OF PUNG WORKS / CITY ENGINEER 4 FEET SOUTH OF THE SOUTH-EAST CORNER Of
1_800 11/25/2024
LINK FENCE OF S.C.E. MURRIETA SUBSTATION #2 VERTICAL
422-м. JON M. COLLINS DATE INTAL INITIAL PROJECT NO.

AS NOTED REVISION DESCRIPTION Сн- 0-48-202-000 24-6602) ELEVATION: 1050.946 DATUM: NGVD1929 RCE NO. 62090 EXP. DATE 09/30/25 ENGINEER OF WORK CITY APPROVAL LEGEND

NEW SIGN LOCATION (SINGLE POST)

EXISTING SIGN LOCATION (SINGLE

STREET NAME SIGN

EXISTING LANE WIDTH

SERINE WITH OR LENGTH OF NEW

STANDAR RAN ERA TRANS
PLAN A240

TRAFFIC SIGNAL

STANDARD PLAN ARAL TRANS
MATCHLINE STA. 18+45 - SEE BELOW LEFT
27B L= 755°

TETA ROAD

MARKING NOTES
FURE SNO SHOT ON NETA*
AND 6128.

R1-1[2

STRIPING DETAILS
22) INSTALL TWO-DIRECTIONAL NO PASSIN

STANDARD PLAN SP PEAC AL TRANS REVISEI
- 200 ° S0 MA MERGE
eTL=220'
MATCHLINE STA. 18+45 - SEE ABOVE RIGHT

VISTA MURRIETA ROAD
22 L=710°

GRAPHIC SCALE IN FEET

CITY OF MURRIETA
Kimley» Horn ENGINEERING DEPARTMENT

STREET IMPROVEMENT
ENGINEER OF WORK TENTATIVE PARCEL MAP 38373
RCE NO. GYPIRATON DATE SCAL F
WwW.KIMLEY-HORN.COM SIGNING AND MARKING DIAN
darrend Canine Alad DONNA MADI APPROVED FOR SICNATIRE HORIZONTAL DESCRIPTON: RIVERSIDE COUNTY BENCHMARK 600-11-68 B:R.$ PREPARED BY DATE Cal TOLL FREE AS NOTED
BRIAN R. STEPHENSON 11724/24
OCATION: 4 FEET SOUTH OF THE SOUTH-EAST CORNER OF Can i All DIRECTOR OF PIRIIC WORKS | CITY ENCINEER 1-800 OF S.C.E. MURRIETA SUBSTATION #2 11/25/2024
VERTICAl
DATE INITIAL PROJECT NO.

JON M. COLLINS REVISION DESCRIPTION DATE
DATUM: NGVD1929 RICE NO. 6947ING COMPANY AS NOTED CITY APPROVAL 24-603 TWO WORKING DAYS BEFORE YOU DIC RCE NO. 62090 EXP. DATE 09/30/25 ENGINEER OF WORK + WALSHCENTER DRE LEGEND

WALSH CENTER DRIVE

PROPOSED STREET LIGHT PULL BOX

PROPOSED CONDUIT
=X R/V PROFUSED NEW SIREEI LIGHI (AICKIAL,

PROPOSED NEW STREET LIGHT (CUL DE SAC)
-EXPL

EXISTING STREET LIGHT TO BE RELOCATED
MONROE AVENUE 13 SLI
MATCHLINE 58+50 - SEE BELOW LEFT

STREET LIGHTING GENERAL NOTES

STREET LIGHTING CONSTRUCTION NOTES

EMERE SEANCE FOR AL CORONE ON BACO GET RINE

SURFACTON AND DRY FLIP CONISULTANF SHAL CORONATE WITH
* EX RIGHT OF WAY LINGH POC SHAL AN A MECH OF 26 AND HE FACE DE THE IGHT POLE SHALL AHVE A HEIGHT OF 28
DEALT POLE SHALL BE A MINIMUM OF 18" BEHIND THE

MONROR AVENIR
MATCHLINE 58+50 - SEE ABOVE RIGHT
- EX PL
5L #6 31 STREET LIGHT SCHEDULE
STREET

OFFSET HMINAIR- IGHT CAL AR POLE

STATON LUMENS LED (WATTS)

NUMBER TYPE TEMPERATURE HEIGHT
49+02.50 45 94' RT ER 1-0-09-C3.27-A-GRAY. 2700K 28'-0" 52+04.37 44.00' LT BAW 2700K 28'-0"
55+06.85 44.00' RT ERL1-0-09-C3-27-A-GRAY-| 8,500 L 2700K 28'-0" 56+83.04 45.98' RT ERL1-0-09-C3-27-A-GRAY-L 8,500 L 2700K 28-0 59+00.12 51.87 LT ERL1-0-09-C3-27-A-GRAY-L 8,500 L 84W 2700K 28'-0" 61+86.7 33 19' RT ERL1-0-09-C3-27-A-GRAY-L 2700K 28-0"
63+99.23 27.54' LT ERL1-0-09-C3-27-A-GRAY-L 8,500 L 2700K 28-0" 300+79.91 20.71' RT GRAPHIC SCALE IN FEET
DID #: 9330401926
"AS BUII T' | SEAL:

CITY OF MURRIETA SHEETS
ENGINFFRING DFPARTMENT 37
OLVE THE ENGINEER OF WORK OF ANY RESPONSIBILITY FOR THE PROJECT DES Kimley» Horn TESTATE PARE EAT MAP 38373

ENGINEER OF WORK
DETAIL A: TYPICAL POLE PLACEMENT
RCE NO. SCALE LIGHTING PLAN
Underoround Gervice Alert RENCH MARK APPROVED FOR SIGNATURE HORIZONTAL

PREPARED BY DATE
Cat TOLL FREE Two Patre 11-28-24 AS NOTED · R 502/19/24 VERTICAL Ya Mall, 11 /25/2024
DRAWING NO.

JON M. COLLINS DATE INITAI
RCE NO. SOR INTERNATONAL AS NOTED REVISION DESCRIPTION CITY APPROVAL ENC-PC-IMP-2023-00010 24-604 RCE NO. 62090 EXP. DATE 09/30/25 ENGINEER OF WORK
LEGEND

PROPOSED STREET LIGHT PULL BOX

PAUPUSED NEW SIREE LIGHI (RESIDENTIAL)

PROPOSED CONDUIT

PROPOSED NEW STREET LIGHT (ATERIAL)

PROPOSED NEW STREET LIGHT (CUL DE SAC)
EX.RV

STREET LIGHTING GENERAL NOTES
JACKSON STREET MATCHLINE 18+50 - SEE BELOW LEFT THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF PROPOSED WORK AREA

STREET LIGHTING CONSTRUCTION NOTES
LIGHT POLE SHALL HAVE A HEIGHT OF 26'-6"
BIDEVA CHOLE SHALL BE A MINIMUM OF 18" BEHIND THE

I CARES SENCE POSAL CORONATE I BE DEANE

STREET LIGHT SCHEDULE

STATION OFFSET LUMINAIRE LIGHT LUMENS LED (WATTS) COLOR POLE

TYPE TEMPERATURE HEIGHT
NUMBER
12+36.68 25 RT ERL1-1-02-83-27-A-GRAY-L 1.760 L 14W 2700K 26'-6" 17+39.47 25' RT ERL1-1-02-B3-27-A-GRAY-L 1.760 L 14W 2700K 26'-6' EX. RM
22+30.57 22.92' RT ERL1-1-02-B3-27-A-GRAY-L 1.760 L 14W 2700K 26'-6" EX. RN- 500' FOR VISTA MURRIETA RD
600 FOR MONROE AVE
250' FOR VISTA MURRIETA RI
300' FOR MONROE AVi
MATCHLINE STA 18+50 - SEE ABOVE RIGHT VISTA MURRIETA ROAD 20+00 - PR INTERIM RAI
-PR INTERIM R.

DETAIL A:

TYPICAL POLE PLACEMENT

GRAPHIC SCALE IN FEET
"AC RIIII T" SEAL:

CITY OF MURRIETA SHEETS
LADLE ONE ON PLA OF ANY CATS ASEPT OF Kimley» Horn ENGINEERING DEPARTMENT

ENGINEER OF WORK TENTATIVE
RCE NO. EXPIRATION DATE SCAI F
WWW.KIMLEY-HORN.COM HATING PIAN
Underground Sorvice Alert RENCU MARK APPROVED FOR SIGNATURE HORIZONTAL DESCRIPTON: RIVERSIDE COUNTY BENCHMARK 600-11-68 PREPARED BY DATE LOCATION: or Pote 1217-29 AS NOTED DREA PUBLIC NONS AK WHEN 2/2/9/24 VERTICAL Savo limo 12/13/2024
JON M. COLLINS DATE INITIAL DATE INITIAL GIC-P ME: 020-000 24 46 1S RICE NO. 5560B INTERNATIONAL REVISION DESCRIPTION NOT:

AS NOTED
IRCE NO. 62090 EXP. DATE 09/30/2 ENGINEER OF WORK

TRAFFIC SIGNAL GENERAL NOTES

POLE SCHEDULE

STANDARD PED PUSH BTN INEER FOR EXACI LOCATION OF
NO. TYPE | HGT | SIG. M.A. | LUM. M.A. OFFSET | PHASE QUAD TREAT ARE SO LEGEN " RADIUS

96.4 Lt TV-1-7 SP-1-7
119+21.35 81.0 Lt TV-2-T SP-1-T
MONROE AVE Monroe
61-5-100 119+06.13 67.1 RE SV-2-7
29-5-100 118+33.66 70.1 Rt SV-1.T SP-1-T MURRIETA HOT SPRINGS NATO UNITS SHALL MEET THE CITY OF MURRIETA SPECIFICATIONS.

CITY SEAT-
SP-1-T MONROE AVE
61-5-100 118+15.37 77.5 Li 2-MAS SV-1-7
PER LOCATION. ALIGNMENT. & MOUNTING METHOD FOR EVI
Hurrieta Hot Springo

LOOP DETECTOR PLACEMENT

CITY SEAT-
" TYP. MONROE AVE
Monroe

PROPOSED PHASE DIAGRAM

CITY SEAL
DETAIL "D°
2"C. 1 DLC

NOT TO SCALE

NOT USED NOT USED DIRECTION

OF TRAVEL

BIKE LANE R/W
NOT USED NOT USED 2"C. 2 DLO

NOT TO SCE
EMERGENCy OPERATION El ASH RED ALI PHASES

STRAND SMFO TRAFFIC SIGNAL NOTES
-SIC. 1-48 STRAND SMFO -
- 1.5"C. 1-SIC. 1-48 STRAND SMF(
2C, 7DLC 2C. 4 DLC. PACESSAR FOR TEADE OPERATION AS SHORT ON PLANSMENT OMI FURNISH AND INSTALL STREET NAME SIGN PER DETAIL ON THIS PLAN.

R3-18 • STANDARD PLANSES-N, DEAL ABELED ON MAST ARM PER CALTRANS 6J4L -
SC/CE
[5 FURNISH
MURRIETA HOT 6J4U— DOES THAN SORT FACE MOUL PER CATAN STANDARD ADO 26-TO.NE SPRINGS RD

PONT L CRON THAT CO ARE CHENSE FOR SENCE
& INSTALL FRONT TYPE E MODIFIED LOOP DETECTOR.
-=120100
5J1L

TOMAR EMERGENCY VEHICLE PREEMPTION (EVP)
10] FURNISH AND INSTALL SIGN AS LABELED ON SIGNAL POLE. 1R73-2(CA) 11| FURNISH AND INSTALL SIGNAL HEAD PER DETAIL AS INDICATED - 214U
Q DETAIL "A" 11
- 214L
1 | 12
R93 101
CB INSTALL CONDUIT INTO EXISTING PULL BOX.
2"C, 4 DLC -
SC SPLICE NEW TO EXISTING CONDUCTORS.

CONDUCTOR TABLE
AWG SIZE 2°C,9 DLd
R9-3 10 7 R3-4 4-
CABLETYPE PORCUTE R61-19(CA) 4-

CUTIRE PAN
EV.P.E DETECTOR
APPROACHING SIGN LEGEND:

VEHICLES
AB-121 ASTRO

HINTODA

STAINLESS

OR FOIAN MAST APA
- STEEL BAND DETAIL "A"
OPTICAL DETECTOR ASSEMBLY 18"1

NOT TO SCAL F PPB LOCATION

NOT TO SCALE

LOP DETECTOR
"AS BUILT" CITY OF MURRIETA

HE RECEIPT OF AS-BUILT PLANS AND CITYS ACCEPTANCE THEREOF DOES NO Kimley» Horn

BSOLVE THE ENGINEER OF WORK OF ANY RESPONSIBILITY FOR THE PROJECT DESIC

EMERGENCY VEHICLE DETECTOR EVOIC STREET IMPROVEMENT PLAN

ENGINEER OF WORK ENTATIVE PARCEL
PERCENT FILL MURRIETA HOT SPRINGS ROAD/MONRO-SAVi
RCE NO. EYPIRATION DATE

ALL EQUIPMENT IS NEW TRAFFIC CICNAI DIAN
darmenind Comino Alar BENCH MARK APPROVED FOR SIGNATURE HORIZONTAL DESCRIPTON: RIVERSIDE COUNTY BENCHMARK 600-11-68 PREPARED BY DATE Cal TOLL FREE B: R. S AS NOTFO
LOCATION: & FEET COUT ME THE COITHFACT COONER NE BRIAN R. STE 1/24/21 ENCON Jon i AlL
1-800 11/25/2024
7 FT CHAIN LINK FENCE OF S.C.E. MURRIETA SUBSTATION #2 VERTICAL A00нa PROJECT NO AWING NO.

RECORDED. 07-26-1982 DATE INITIAL DATE INITIAL
RICE NO SEEING COMPANY REVISION DESCRIPTION ENC-PC-IMF 24-606 DATUM: NGVD1929 AS NOTED ENGINEER Of WORK CITY APPROVAI RCE NO. 62090 EXP. DATE 09/30/25