895xx_wtRANCH CALIFORNIA WATER DISTRICT
(RCWD) GENERAL CONSTRUCTION NOTES
COUNTY OF RIVERSIDE
PARCEL MAP 25962 AND 25963
CORTE FUENTES WATER LINE IMPROVEMENTS
I. GENERAL
3. UTILITIES
A. CONTRACTOR SHALL FURNISH AND INSTALL ALL FACILITIES IN ACCORDANCE WTTH
A. AT LEAST 48 HOURS BEFORE COMMENCING ANY EXCAVATION, CONTRACTOR SHALL
RANCHO CALIFORNIA WATER DISTRICT'S (RCWD/DISTRICT) STANDARD SPECIFICATIONS AND
REQUEST UNDERGROUND SERVICE ALERT (1-800-422-4133) AND NON-MEMBER
STANDARD DRAWINGS FOR WATER AND SANITARY SEWFFR FACILITIES (LATEST REVISION),
COMPANIES, OR UTILITIES TO MARK OR OTHERWISE INDICATE THE LOCATION(S) OF THEIR
THE SPECIFICATIONS AND STANDARD DRAWINGS ARE AVAILABLE FROM THE DISTRICT'S WEB
SUBSURFACE FACILITIES INCLUDING, BUT NOT LIMITED TO, STRUCTURES INCLUDING
SITE AT WWW.RANCHOWATER,COM, CONTRACTOR SHALL BE IN POSSESSION OF DISTRICT'S
VAULTS, MAIN CONDUCTORS OR CONDUITS, AND SERVICE. CONNECTIONS.
SPECIFICATIONS AND STANDARD DRAWINGS ON THE JOB SITE AT ALL TIMES.
B. ALL PERMITS REQUIRED BY LAW SHALL BE ACQUIRED BY THE
B. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL EXPOSE EXISTING WATERLINES AT
PROPOSED CONNECTIONS AND CROSSING AND VERIFY ELEVATIONS, LOCATION, AND
DEVELOPER/APPLICANT OR THEIR CONTRACTOR.
SIZE OF EXISTING FACILITIES.
C. ALL CONSTRUCTION SHALL CONFORM TO CURRENT CAL OSTIA SAFETY
C. CONTRACTOR SHALL NOT INTERRUPT OR DISTURB ANY UTILITY FACILITY WITHOUT
REQUIREMENTS.
AUTHORITY FROM THE UTILITY COMPANY, WHERE PROTECTION IS REQUIRED TO ENSURE
D. APPROVAL BY RCWD IMPLIES NO PERMISSION OTHER THAN THAT WITHIN THE DISTRICT'S
INTEGRITY OF UTILITY FACILITIES (I1'�CLUDING DISTRICT -OWNED UTILITIES), CONTRACTOR
SHALL FURNISH AND PLACE ALL NECESSARY PROTECTION.
JURISDICTION. REQUIREMENTS OF RCWD SHALL TAKE PRECEDENCE OVER REQUIREMENTS OF
OTHER AGENCIES ONLY WHEN RCWD REQUIREMENTS ARE MORE STRINGENT.
4. CONSTRUCTION DRAWINGS
E. CONTRACTOR SHALL NOTIFY RCWD'S CONSTRUCTION CONTRACTS MANAGER A
A, MINIMUM PIPE COVER SHALL BE 48" FROM FINISHED GROUND SURFACE.
MINIMUM OF ONE WEEK PRIOR TO STARTING CONSTRUCTION. A PRFCONSTRUCTION
MEETING WILL NOT BE SCHEDULED UNTIL ALL ITEMS IN THE DEVELOPER'S INSPECTION
B. WATER SYSTEM PROFILE ELEVATIONS ARE TO FLOW LINE OF PIPE.
PACKAGE HAVE 13EEN SUBMITTED TO AND APPROVED BY RCWD. A MINIMUM OF ONE
WEEK IS REQUIRED FOR REVIEW AND APPROVAL.
C. STATIONING FOR PIPELINE AS SHOWN ON PLAN PORTION OF DRAWINGS IS
F. CONTRACTOR SHALL PROVIDE WRITTEN NOTIFICATION TO THE RCWD CONSTRUCTION
PERPENDICULAR TO CENTERLINE OF RIGHT-OF-WAY,
CONTRACTS MANAGER REQUESTING A SYSTEM SHUTDOWN FOR CONNECTION TO
D. STANDARD UTILITY LOCATIONS SHALL BE PER RIVERSIDE COUNTY STANDARD NO,
EXISTING SYSTEM. SAID NOTIFICATION SHALL BE MADE A MINIMUM OF THREE WEEKS PRIOR
817 AND TITLE 22, §W72 FOR PROJECTS THAT CANNOT MEET SF.PARATTON
TO SAID SHUTDOWN.
REQUIREMENTS BETWEEN POTABLE AND NON -POTABLE PIPELINES. RCWD STANDARD
G. CONTRACTOR SHALL DESIGNATE A QUALIFIED SUPERINTENDENT WITH FULL AUTHORITY
DRAWING S-23 AND DEPARTMENT OF HEALTH SERVICES' GUIDANCE MEMO NO, 2003-2 MAY
BE USED ONLY WITH WRITTEN APPROVAL FROM THE STATE WATER RESOURCES
TO ACT ON BEHALF OF THE CONTRACTOR. SAID SUPERINTENDENT SHALL
CONTROL BOARD.
BE ON THE .FOB SITE AT ALL TIMES.
H. CONTRACTOR SHALL PERFORM ALL WORK UNDER RIVERSIDE COUNTY ROAD
E. THE COORDINATES SHOWN ON THESE PLANS ARE IN THE NORTH AMERICAN DATUM
1983, STATE PLANE, CALIFORNIA ZONE 6 COORDINATE SYSTEM,
DEPARTMENT, CITY OF TEMECULA, OR CITY OF MURRIETA JURISDICTION IN ACCORDANCE
WITH ALL REQUIREMENTS OF SAID DEPARTMENT OR CITY INCLUDING TRAFFIC CONTROL,
F. PURSUANT TO 16 CALIFORNIA CODE RFGULATIONS 404,1., NO FIELD CHANGES TO
PAVEMENT REMOVAL, TEMPORARY PAVEMENT PLACEMENT, PERMANENT PAVEMENT
THE CONSTRUCTION DRAWINGS ARE PERMITTED WITHOUT TIIE RESPONSIBLE CHARGE
PLACEMENT (INCLUDING BASE MATERIAL) AND TEMPORARY AND PERMANENT TRAFFIC
OF A REGISTERED CIVIL ENGINEER THROUGH THE PROCESS IDENTIFIED IN SECTION II.D. OF
STRIPING.
RCWD'S WATER SYSTEM FACILITY REQUIREMENTS AND DESIGN GUIDELINES (LATEST
VERSION). RCWD INSPECTION AND ENGINEERING STAFF HAVE NO AUTHORITY TO
1. APPROVAL OF THESE PLANS IS VALID FOR ONE YEAR FROM THE DATE THEY WERE SIGNED
APPROVE FIELD CHANGES WITHOUT THE PRIOR STAMPED AND SEALED REVISIONS
BY RCWD,
APPROVED BY THE ENGINEER OF RECORD OR A SUCCESSOR ENGINEER. ALL WORK DONE
2. PIPELINE AND APPURTENANCES
IN VIOLATION OF APPROVED PLANS SHALL BE EXCAVATED AND REMOVED AT THE
CONTRACTOR'S SOLE EXPENSE.
A. ALL VALVES, PIPING, AND APPURTENANCES SHALL BE DESIGNED TO MEET OR
5, CONSTRUCTION TOLERANCES
EXCEED THE SPECIFIED MINIMUM DESIGN PRESSURE SHOWN ON THE PLANIPROFILE
SHEETS. IN ADDITION, ALL VALVES, PIPING, AND APPURTENANCES SHALL BE TESTED AT
PIPELINES SHALL BE CONSTRUCTED SO THAT ACTUAL FLOW LINE ELEVATIONS ARE
A PRESSURE OF 10% OVER SAID MINIMUM DESIGN PRESSURE,. VALVES SHALL BE
WITHIN 0.1 FOOT OF DESIGN FLOW LINE ELEVATIONS. PIPELINES, WHEN INSTALLED,
CAPABLE OF WITHSTANDING SAID TEST PRESSURE IN A CLOSED POSITION,
SHALL HAVE CONTINUOUS UPGRADE OR DOWNGRADE, CORRESPONDING WITH DESIGN
SLOPE, WITHOUT ANY HIGH SPOTS. PIPELINES SHALL BE CONSTRUCTED SO THAT
B. ALL MATERIALS, TESTING AND INSPECTION OF PIPE SHALL BE IN CONFORMITY WITH THE
ACTUAL PIPELINE CENTERLINES ARE WITHIN 0,1 FOOT OF DESIGN PTPELTNE
REQUIREMENTS OF RANCHO CALIFORNIA WATER DISTRICT, RIVERSIDE COUNTY, CITY OF
CENTERLINES.
TEMECULA, CITY OF MURRIETA, AND/OR THE AMERICAN WATER WORKS ASSOCIATION
STANDARDS. FAILURE TO MEET ANY REQUIREMENTS OF THE ABOVE REFERENCED
PIPELINE CONSTRUCTION SHALL CONFORM WITH CONSTRUCTION DRAWINGS IN
ENTITIES WILL BE CAUSE FOR REJECTION.
ACCORDANCE, WITH THE ABOVE SPECIFIED TOLERANCES, CONTRACTOR SHALL ASSIST
DISTRICT AS REQUIRED TO CONFIRM COMPLIANCE WITH CONSTRUCTION TOLERANCES.
C. PIPE SHALL BE 6" OR 8" AWWA C900 DR-14 FOR PVC AND 8" CML&C 1 /4"
CONTRACTOR SHALL MAKE OR ASSIST IN MAKING ALL NECESSARY MEASUREMENTS AS
WALL FOR STEEL PIPE,
DETERMINED BY DISTRICT.
D. VALVES 12" AND SMALLER SHALL BE RESILIENT SEATED GATE VALVES UNLESS
OTHERWISE SPECIFIED, VALVES 16" AND LARGER SHALL BE BUTTERFLY VALVES UNLESS
OTHERWISE SPECIFIED. VALVES SHALL BE INSTALLED IN ACCORDANCE WITH RCWD
STANDARD DRAWING NOS. RW-30 AND RW-3I.
E, AIR VACUUM AND AIR RELEASE ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE
WITH RCWD STANDARD DRAWING NO, RW-9,
F. ALL SERVICES CONNECTION SHALL BE 1 " COPPER SERVICES BY 1" METER OR AS
NOTED ON THE DRAWING. ALL SERVICES SHALL BE LOCATED AS SHOWN
ON THE DRAWINGS AND/OR AS DIRECTED BY RCWD INSPECTOR TO MISS DRIVEWAYS
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AND OTHER IMPROVEMENTS, SERVICE CONNECTIONS SHALL BE INSTALLED IN ACCORDANCE
1
WITH RCWD STANDARD DRAWING NO. RW-13.
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ALL COMMERCIAL, INDUSTRIAL, MULTIFAMILY, LARGE LOT, OR LANDSCAPE IRRIGATION
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METERS SHALL BE INSTALLED WITH A DISTRICT APPROVED BACKFLOW DFVTCF RCW
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STANDARD DRAWING NO, RW-18 OR RW-19
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G. FIRE HYDRANTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH STANDARD
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DRAWING NO (S). RW-1 A, RW-8, RW-26 AND RW-24A. UNLESS OTHERWISE SPECIFIED. THE
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PRESSURE CLASS OF THE PIPE SELECTED FOR THE FIRE LATERAL SHALL BE THE SAME
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AS THE MAIN IT IS CONNECTED TO.
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H. WATER PIPELINE CONSTRUCTION SHALL BE IN ACCORDANCE WITH STANDARD DRAWING
z
NO(S). RW-22, RW-24 AND RW-26B FOR PVC PIPE AN RCWD STANDARD
O
DRAWING NO(S), RW-25, RW-26A, RW-29 AND RW-32 THROUGH RW-36 FOR CML & C
I-
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STEEL PIPE.
6. INSPECTION DEPOSIT
THREE WEEKS PRIOR TO CONSTRUCTION, DEVELOPER/APPLICANT SHALL MAKE A
DEPOSIT FOR INSPECTION. INSPECTION DEPOSITS ARE BASED UPON ESTIMATES.
SHOULD ACTUAL COSTS BE GREATER, THE BALANCE SHALL BE PAID TO THE DISTRICT
BY THE APPLICANT, SHOULD ACTUAL COSTS BE LESS, THE BALANCE SHALL BE
REFUNDED TO THE APPLICANT. FEES/DEPOSITS ARE SUBJECT TO CHANGE WITHOUT
NOTICE.
7. ENGINEERING FIRM
PRIOR TO SIGNING OF WATER CONSTRUCTION DRAWINGS BY RCWD, ALL QUESTIONS
CONCERNING THIS PROJECT SHALL BE DIRECTED TO:
MASSOUD GHIAM
PE NO, C59993
LAKESHORE ENGINEERING
BASIS OF BEARING
CENTER LINE OF CORTE FUENTES AS SHOWN ON PARCEL MAP 25962
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1.
THRUST RESTRAINT SHALL BE
A.P.N. NUMBERS
PROVIDED BY WELDED .JOINTS OR MECHANICAL JOINT
RESTRAINTS. IF CONCRETE THRUST BLOCKS ARE ALLOWED BY RCWD, THRUST BLOCKS
PARCEL MAP 25962
O
J
SHALL BE CONSTRUCTED IN ACCORDANCE WITH RCWD STANDARD DRAWING NO. RW-26
PARCEL 1 932-350-012
ry WI
WITH
ALL BEARING AREA SIZES CALLED OUT ON THE PLANS,
PARCEL 2 932-350-037
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PARCEL 3 932-350-013
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PARCEL 4 932-350-014
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n
PARCEL MAP 25963
z
Q
BENCH MARK:
PARCEL 2 932-350-036
PARCEL 4 932-350-018
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Elevation= ELEVATION:1,933.00 NAD 83/NAVD
88
BENCHMARK# RIVERSIDE COUNTY Z7150
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REV.
DATE,
BY
DESCRIPTION
WATER SYSTEM CERTIFICATE
ABBREVIATIONS
(AS SHOWN ON THE PLANS)
AC
ASPHALT
LF
LINEAR FEET
A.V.&A,R.
AIR VACUUM AND AIR
MAX
MAXIMUM
RELEASE
MH
MANHOLE
ASS'Y
ASSEMBLY
MIN
MINIMUM
BC
BEGIN CURVE
N
NORTH
BO
BLOW OFF
NO
NUMBER
BOT
BOTTOM
N'TS
NOT TO SCALE
BW
BACKWATER VALVE
PUC
PUBLIC UTILITY
CDF
CONTROLLED DENSITY FILL
EASEMENT
CL
CENTER LINE
PROP
PROPOSED
CML&C
CEMENT MORTAR LINED
PSI
POUNDS PER SQUARE
& COATED STEEL PIPE
INCH
CMP
CORRUGATED METAL PIPE
RCP
REINFORCED CONCRETE
CONST
CONSTRUCT
PIPE
DI
DUCTILE IRON PIPE
RCWD
RANCHO CALIFORNIA
DWG
DRAWING
WATER DISTRICT
E
EAST
ROW
RIGHT OF WAY
EA
EACH
R/W
RIGHT OF WAY
EC
END CURVE
S
SOUTH
E/P
EDGE OF PAVEMENT
S=
SLOPE
EX
EXISTING
SD
STORM DRAIN
EXIST
EXISTING
ST
STREET
F.H.
FIRE HYDRANT
STD
STANDARD
FL
FLOWLINE
W
WEST
FLG
FLANGE
WM
WATER MAIN
F
FLANGE
WM
WATER METER
GV
GATE VALVE
WO
WORK ORDER
GPM
GALLONS PER MINUTE
WTR
WATERLINE
HORZ
HORIZONTAL
X-ING
CROSSING
INV
INVERT
INST
INSTRUMENT
INT
INTERSECTION
LEGEND
PROPOSED WATER LINE
- W _
EXISTING WATER LINE
EXISTING WATER VALVE,
- 0 -
CATV--
EXISTING CABLE TV
-- -
EXISTING FIRE HYDRANT
PROPOSED FIRE HYDRANT
LD-0
EXISTING AIR/AVC &AIR RELEASE.
30
PROPOSED AIR/AVC &AIR RELEASE
EXISTING SURFACE OVER CL OF PIPE
PROPOSED SURFACE OVER CL OF PIPE
— .CL.
ROAD CENTER LINE
---�-- —
RIGHT - OF - WAY
-r$—❑
PROPOSED I " COPPER WATER SERVICE
❑
WATER METER BOX
EXISTING STORM DRAIN
NOTIFICATIONS
1 • AT LEAST 48 HOURS PRIOR TO COMMENCING CONSTRUCTION,
CONTRACTOR SHALL NOTIFY:
A. UNDERGROUND SERVICE ALERT 1-800-227-2600
B. ALL PERMIT AGENCIES
C. ALL OTHER AFFECTED UTILITIES:
1, COUNTY OF RIVERSIDE PUBLIC WORKS
2. RANCHO CALiFORNIA WATER DISTRICT (951) 296-6900
E, ANY OTHER CONTRACTING UTILITIES NOT USING USA
F. LA CRESTA HOMEOWNER'S ASSOCIATION (H2O,A.) (951) 699-2918
G. RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION
DISTRICT (RCFC & WCD) (951) 955-1266
I CERTIFY THAT THE DESIGN OF THE WATER SYSTEM IN
UNINCORPORATED RIVERSIDE COUNTY IS IN ACCORDANCE WITH
THE WATER SYSTEM MASTER PLAN OF RANCHO CALIFORNIA
WATER DISTRICT AND THAT THE WATER SERVICE, STORAGE ANT)
DISTRIBUTION SYSTEM WILL BE ADEQUATE TO SUPPLY WATER
TO SAID PROJECT, THIS CERTIFICATION DOES NOT CONSTITUTE
A GUARANTEE THAT IT WILL SUPPLY WATER TO SAID PROJECT
AT ANY SPECIFIC QUANTITIES, FLOWS, OR PRESSURES FOR FIRE
PROTECn7 OR ANY OTHER PURPOSE,
,r;0441NGINEERJNG MANAGER DATT�
LAKESHORE ENGINEERING
24 OAKHURST RD
IRVINE, CA 92620
TEL: (949) 307-5410
PREPARED BY PEN(). 59993
F
12-13-2022
MASSOUD GRIAM DATE:
UNDERGROUND STRUCTURES
Ld SI TE I' 15
w J� FRwY
PALOMAR
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Q SAN Ip p CRESTA
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tiUFR,o
LOCA iJON MAP
NOT TO SCALE
INDEX OF SHEETS
SHEET NO. DESCRIPTION
l TTT -E SHEET AND NOTES
PLAN AND PROFILE FOR CORTE FUENTES
OWNERIAPPLICANT
ROY SALAMF.H
RANCHO LA CRESTA PARTNERS LLC
3848 5TH AVENUE - SUITE "E"
SAN DIEGO CA 92103
(760) 809-2887
ESTIMATE OF QUANTITIES
DEVELOPER
ROY SALAMFH
RANCHO LA CRESTA PARTNERS LLC
3848 5TH AVENUE - SUITE "E"
SAN DIEGO CA 92103
(760)809-2887
REMARK
QTY,
UNIT
LEGEND
DESCRIPTION
STD. DWG.
635
LF
8" 0 C900 DR-14 PVC PIPELINE
RW-22,
R W-48
1" AIR VACUUM AND AIR RELEASE ASSEMBLY
RW-]A,
RW-9
RW-1 A,
I
EA
6" RESIDENTIAL FIRE HYDRANT ASSEMBLY
RW-8,
RW-26
RW-1A,
6
EA
I" COPPER WATER SERVICE ASSEMBLY
RW-13,
RW-16
I
EA
6" RESIDENTIAL FIRE HYDRANT ASSEMBLY
RW-IA,
RW-24A
ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY OWNER OR OTHERS AND
THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE
LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING
WITH IMPROVEMENTS, PURSUANT THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD
HARMLESS FOR ANY DAMAGE RESULTING FROM THE EXISTENCE OF UNDERGROUND
UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOR INDICATED
ON THE PUBLIC RECORDS EXAMINED, LOCATED AT VARIANCE WITH THAT REPORTED
AS SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE
DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN
AND ANY OTHER UTILITIES.
RIVERSIDE COUNTY FIRE DEPARTMENT NOTE:
ALL FIRE HYDRANTS SHALL BE CLASSIFIED IN ACCORDANCE WITH THEIR RATED
CAPACITIES (AT 20 PSI 1.4 BAR RESIDUAL PRESSURE OR OTHER DESIGNATED VALUE) AS
FOLLOWS; CLASS AA -RATED CAPACITY OF 1.500 GPM OR (TREATER (5,680 L/NIIN), CLASS A
RATED CAPACITY OF 1,000-1.,499 GPM (3,785-5,675 L/MTN), CLASS B-RATED CAPACITY OF 500-999
GPM (1,900-3780 L/MIN), CLASS C-RATED CAPACITY OF LESS THAN 500 GPM (1,900LJMIN). ALL
BARRELS ARE TO BE CHROME YELLOW, WITH TOPS AND NOZZLE GREEN.
COUNTY OF RIVERSIDE
FIRE DEPARTMENT
APPROVED BY RIVERSIDE COUNTY FIRE DEPARTMENT
imothy Williams
APPROVED BY DATE
Rancho Water
RANCHO CALIFORNIA WATER DISTRICT
42135 WINCHESTER ROAD
TEMECULA, CA 92590
PHONE (951) 296-6900 FAX (951) 296-6863
9.29.21
RIVERSIDE COUNTY HEALTH DEPARTMENT
NIA
APPROVED BY DATE
RANCHO CALIFORNIA WATER DISTRICT
APPROVED FOR CONSTRUCTION
LENGINEERING MANA R DATE OPERATIONS & MAINTENANCE DATE
ENGINEERING DATE C RAC S 1NSPECTIONS (-- ATE �L
POTABLE WATER CONSTRUCTION NOTES
a - CONSTRUCT 8" O C900 DR-14 PVC PIPELINE (DESIGN
PRESSURE=200 lbs/in2) PER RCWD STD DWG RW-22
Q- INSTALL I" AIR VACUUM & AIR RF,LFASE ASSEMBLY
PER RCWD STD DWG NO(S). RW-1 A & RW-9
®- CONSTRUCT 6" RESIDENTIAL FIRE HYDRANT ASSEMBLY
PER RCWD STD DWG NO(S), RW-IA, RW-8 & RW-26
® - INSTALL 1" COPPER WATER SERVICE ASSEMBLY PER
RCWD STD DWG NO(S). RW-IA, RW-13 & RW-16
Q- CONSTRUCT 6" RESIDENTIAL FIRE HYDRANT ASSEMBLY
PER RCWD STD DWG NO(S), RW-1 A & RW-24A
NOT COUNTY MAINTAINED ROAD
PM25962 IP210166 (REFERENCE: BGR160122)
POTABLE RCWD 2860 PRESSURE ZONE
COUNTY OF RIVERSIDE
WATER IMPROVEMENT PLAN
PARCEL MAP 25962 AND 25963
CORTE FUENTES
TITLE SHEET
AND NOTES
SHEET
1
OF 2 SHEETS
RCWD H1705P
COUNTY FELE # 895 - XX
2560
2550
2540
2530
64
2520
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PER SR-169
uJ 679+55.00 HACIENDA DR.=
r C S 9+92.00 CORTE FUEhiTF.S-
ko Z g 679+45.00 HACIENDA DR. l
10+00.00 CORTE F ENTES
EXISTING 8"xg"x81 TEE AND
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DESCRIPTION
PE= 2555
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PARCEL 3 ~Y
PARCEL MAP 25962
PM 180/91-92
APN: 932-350-013
11+10.00 INSTAL]
6" F.H. PER RW-8
1 BLUE REFLECT
PAVEMENT MAID
2527.00 FL
X EXISTING 18" CMP
1 10+25.00 INSTALL 1" AIR 2 11+80.00 INS I
VACUUM & AIR RELEASE V COPPER W TE
ASSEMBLY PER RW-9 SERVICE ASS Ml
- -- -- -- t PER RW-13
25' 03" E 1 {
11 )110+20.00
REMOVE EXISTING
THRUST BLOCK & CAP.
i CONNECT NEW 8" 0
C900 DR-l4 PVC TO
1 EXISTING 8"0 CML&C
PE= 2578 \
PARCEL l
PARCEL MAP 25962
PM 180/91-92
APN: 932- 50-012
�r
r ,
1
it�-�------- _-----
I CONSTRUCT 8" 0 C900 DR-14 PVI
j 3 (DESIGN PRESSURE=2001bs/in2 ) I
RCWD STD DWG RW-22
Y \
R/W
r_�
_13 _ 14
------------- -
2520.51 F 1
it 11+60.00 INSTALL
_ yr-
8 O CMP I" COPPER WATER 4 °`
SERVICE ASSEMBLY co TES
PER RW-13 3
PARCEL 4
a PARCEL MAP 25962
PM 180/91-92
PE- 2540 APN: 932-350-014
BENCH MARK:
r
EXISTING 8" CML&C Elevation= ELEVATION:1,933.00 NAD 83/NAVD 88
' WATERLINE PER SR-169 BENCHMARK# RIVERSIDE COUNTY Z7150
SEE SHEET I
BENCH MARK: LAKESHORE ENGINEERING
4�tO� ES SIp�
RIVERSIDE COUNTY # Z 7150 OU D G 24 OAKHURST RD
NAD 83/NAVD 88 EPOCH 2O07 tiw �� �l �� IRVINE, CA 92620
TENAJA ROAD NORTH OF SIERRA
ELLENA C 59993 TEL: (949) 307-5410
3I4" IP W/RCFC TRI STA. PLUG FLUSH EXP.6-30-2022 E=6,243,666.88 PREPARED BY PE N0. 59993
N= 2,136,784.55 s�� �IVAy /
l� o� � /L�!'� 5-20-2021
GPS EL: 1,933.00 OP CMASSOUD GHIAM DATE:
STREET CENTERLINE DATA
BEARING
RADIUS
LENGTH
O
N 07" 25' 03" E
-
429.08'
®
A = 30" 42' 39"
200'
107.20'
N 230 17' 36" W
-
29.45'
8
L = 25° 31' 48"
184.35'
82.14'
2560
2550
2540
POTABLE WATER CONSTRUCTION NOTES
Q-
CONSTRUCT 8" 0 C900 DR-14 PVC PIPELINE (DESIGN
PRESSURE=200 lbs/in2) PER RCWD STD DWG RW-22
-
INSTALL 1" AIR VACUUM & AIR RELEASE ASSEMBLY
PER RCWD STD DWG NO(S). RW-1A & RW-9
CONSTRUCT 6" RESIDENTIAL FIRE HYDRANT ASSEMBLY
PER RCWD STD DWG NO(S). RW-IA, RW-8 & RW-26
0) -
INSTALL 1" COPPER WATER SERVICE ASSEMBLY PER
RCWD STD DWG NO(S). RW-1A, RW-13 & RW-16
-
CONSTRUCT 6" RESIDENTIAL FIRE HYDRANT ASSEMBLY
PER RCWD STD DWG NO(S). RW-IA & RW-24A
2530
2520
1 161+47.00 INSTALL 4
1" COPP R WATER
PARCEL 4 PARCEL MAP/•a
S RVI 1i3 ASSEMBLY
'
25963,PM 180/93-94"+
RR
! 16+51.00 INSTALL
4 APN: 932-350-018 -•/
/
C PPER WATER
PE= 2625
SER ICE ASSEMBLY
a
PER W-13
PE= 2616
PARCEL 2
16+70.00 INSTALL 6 PARCEL MAP 25963
F.H. PER RW-24A PM 180/93-94
�s
1 BLUE REFLECTIVE
PAVEMENT MARKER APN: 932-350-036
1
16+55.00 END N 2 13$ 733,05---_
_ 2
8" 0 WATERLINE 6,226,900.31
E
" \ 16_+-53.00 INSTALL 1"AIR
VACUUM & AIR RELEASE
ASSEMBLY PER RW-9
16+49.00INSTALL 4
1" COPPER WATER
VEWAY SERVICE ASSEMBLY
PER RW-13
16+45.00 INSTALL
I" COPPER WATER
SERVICE ASSEMBL
PARCEL 2 PER RW-13
PARCEL MAP 25962
PM 180/91-92 PE;-- 25
APN: 932-350-037
WATERLINE CONTROL DATA
BEARING
RADIUS
TANGENT
LENGTH
O
N 07° 25' 03" E
-
-
399.62'
®
0 = 300 42' 43"
210'
57.67'
112.56'
O
N 23° 17' 36" W
-
-
122.82'
TOTAL
635.00'
Rancho Water
RANCHO CALIFORNIA WATER DISTRICT
42135 WINCHESTER ROAD
TEMECULA, CA 92590
PHONE (951) 296-6900 FAX (951) 296-6863
R/W
60'
24'
18,
12'
CL
I
12'
4'
10,
4'
2:1 MAX 3" ASPHALT
� I
2:1 MAX 6" COMPACTED AGG BASE
COMPACTED NATIVE SOIL
PM 25%2 r P 21 DI ro6
RANCHO CALIFORNIA WATER DISTRICT
APPROVED FOR CONSTRUCTION
Digitally signed by Jake Wiley
Jake Wile Date: 2021.1 D.1$ 15:15:11
Y
p Yt Digitally signed by Kevin Marcoux
Kevin Marco U X
_D7•oa
Date: 2021 A 0.14 14:47:16-07100'
ENGINEERING MANAGER DATE
OPERATIONS & MAINTENANCE DATE
Gregory M M. V I I � DnDDmgkalale lidrn l�l2ly-lcahvg1ge�n
dMyowG. wGsreairlgll,e:o=�RMomCrYGoweo'
flncho NMeI. CN=Lasvy Aintll
`
IYN,,e
Casey r n do- anL
marry
10.20
o.so
wO
rsa]nlrewooi.,1.s
oN.�.aM2RenuUu�zSM, ,�,o�RPF.0
e
ENGINEERING DATE
CONTRACTS AND INSPECTIONS DATE
WATER LINE
STREET SECTION (TYP)
CORTE FUENTES
APPROVED
RIVERSIDE COUNTY FIRE DEPARTMENT
OFFICE OF THE FIRE MARSHAL
igllelly sgned by Timalhy N411amn
Y' Timothy Williams' Ree>��'a :.i^gthisdo-M
: 1 ❑ale 1 m, . , 31 nTW'
FSS TIMOTHY WILLIAMS
09/29/2021 2:3433 PM
The approval of plans and specifications does
not permit the violation, deletion, omission or
faulty installation of any requirements of Title
24 or any Local Ordinances. Construction shall
remain accessible and exposed for inspection
purposes until approved by the Fire Department,
18'
POTABLE RCWD 2860 PRESSURE ZONE
COUNTY OF RIVERSIDE SHEET
WATER IMPROVEMENT PLAN
PARCEL MAP 25962 AND 25963
CORTE FUENTES 2
PLAN AND PROFILE
R/W
STA. 10+20.00 TO STA 16+55.00 OF 2 SHEETS
RCWD H1705P
C,0UWY F t Lt#_ 695-XX
a