912p_wtEu Gruu nJ
New
R/W
I
Construction eentedlne -
—Survey Centenme
EA
R/W
—Freeway R/W
71
Ea BI' Water/
Proposed 16" DIP Waterline
48" Cover, Min,
Seminole Drive
Typical Section
(Std. lme)
INTO,
Sta. 57+38.00 to Sta. 60+5AO7
E.(rstin9 Cuneate Thea channel
Protect 'm plpca.
GENERAL NOTES, CONT
EXISTING IMPROVEMENTS
CONTRACTOR SHALL PROTECT ALL EXISTING IMPROVEMENTS IN PLACE SAID IMPROVEMENTS SHALL
INCLUDE BUT NOT BE LIMITED TO ALL UTILITIES. FENCING, ROADS, LANDSCAPING, POWER POLES, AND
POWER POLE ANCHORS, IF REQUIRED, CONTRACTOR SHALL SUPPORT POWER POLES IN PLACE DURING
CONSTRUC`rON- CONTRACTOR SHALL CORRECT ANY DAMAGED IMPROVEMENTS TO PRE -
CONSTRUCTION CONDITIONS AS PART OF THE CONTRACT WORK AND NO ADDITIONAL COST.
SURVEY MONUMENTS AND BENCH MARKS
CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS. IF MONUMENTS
MUST BE REMOVED. AND REPLACED FOR CONSTRUCTION, ENGINEER WILL DO SO AT CONTRACTOR'S
EXPENSE.
PIPELINE MATERIALS
PIPELINE SHALL CONSIST OF 12t PRESSURE CLASS 350, 0.28 WALL THICKNESS AND FBI, PRESSURE
CLASS 250, 0.30 WALL THICKNESS. CEMENT MORTAR LINED (3/16 DOUBLE THICKNESS) DUCTILE IRON
PIPE AND FITTINGS- BITUMASTC COATING SHALL BE DELETED FROM CEMENT MORTAR LINING.
STANDARD DRAWINGS k SPECIFICATIONS
ALL WORK SHALL CONFORM TO THE CABAZON COUNTY WATER DISTRICT STANDARD DRAWN^LS'
$ SPECIFICATIONS, LA*EST EDITION
Ex CLQ:
CONSTRUCTION QUANTITIES
x GaurJ
20' 22 P t t " pma. '2' DIP WATERLINE 935 IF F,
�
AC� 12 12' Flying Concrete linea chni 16' DIP WATERLINE 1060 L.F.
GATE VALVE 9 EA.
GATE VALVE 4 EA.
50 Ex R/W width- 6" SUPER FIRE HYDRANT 10 EA.
p MISC FITTINGS 2 EA=
)" EYE Freeway ROW 16MISC FITTINGS 6 EA.
/
R/W
SERVICE CONNECTIONS 5 EA.
Ex s" Water 1T LEGEND AIR AND VACUME VALVE 2 EA,
Proposed 16 DIP Waterline
48' Cover, Min.
mllnOG Drive 19 GATE VALVE
$e
0--1& 6" SUPER FIRE HYDRANT
Typical Section
(Stas 109) 10� AIR VALVE
NTS 'PQ FI FIRE DEPARTMENT CONNECTION AT PAD "C" ONLY.
Ste. 49+94.42 to Ste. 57+1000 1 BLIND FLANGE
Or– SERVICE CONNECTION
da
WATER CERTIFICATION PROJECT `Ix
S)'�E
-1 hereby ani Oat al d riga ofale rarer synem 6v Parrel Map 28365 is in auordatte with dte I on
Mapco
aj srpvnTIal
Her whom exp P>a^ of OF Capzm
zon Copy WaterDistantand W Outwater wines,
storal Of distribution system will be adequate to provide water surmise to such deydopmem. -M t
SHEET 2 __ L -e, 0 5 e 0D51 Lr stun'
This"s. cenifea[ion Bass net constitute a guarantee Alt will pPIY water to such developtiretnt at atct on e� SHEET 3
any specific quantities, flows, or prowares for Bad prttcetioe or any talent purpose. ----
7^ c.
AC
/WFeel Itn
ApvROviSIDE THE TO BANNING
RIVERSIDE COUNTY FIRE DCPgRTMENT 1' SEMINDLE DR1YE
BY: �T+ fK 74 A CABAZON COUM"IY WATER DISTRICT s Nm 0nw Slate Highway l'Y
DATE • O -G1 -f97 r d HIS `t ( T _�C �� MAIN STREET CU RAMP
T
Guceal Maaagcr Data 10 FREEWAY WESTBOUND
_ 10 FREEWAY - EASTBOUND
-MAIN STREET
OPERAMP -
I CERTIFY THAT THE DESIGN OF THE WATER
SYSTEM IS IN ACCORDANCE WITH THE TO PALM SPRINGS%
REQUIREMENTS EPFSGRIBED BY THF_ RIVERSIDE
Co Y FI E 'P 1MEN1IF x CABAZON
• DATE:' /-et97
��OR
DIGALERT COUNTY OF RIVEREE / /) _ FIRMS T INDEX MAPwwwwww NUJ
DEPARTMENT OF 6EA�✓ , I /P
DIAL ML FIFE I/ 1°=2D0• 111=200•
01- 80
8327-20 APpRovEo BY -- __--
AT Irsr MM"
BFFOE 1LIl We DATE: C •,• 9L/�.'im —
,.a bawribety at any deal h. In He went IT bewomays. -di Anne
DI 'Al by lie aat� - b
NY dinannime rm9Mq lie pme An gprorM Ey
be couni
ENOINDER
wcw m PAR
SEAL COUNTY
9'
AR
Apgt
0'
32'
265'
Y
�eC t DTs
0
MT�zz
12.
14
ori
–EN 55650
DATE
Now CL . Ex CLQ
2
New
C aG
New
AS y
10
New
CbG
FOF
DG oAJFa
KTO
OAR.. /
EA
12" SO
2'
12
2r
tr
Detlicttion
IW
ROW
En. RJW Width
S 20'
� 7.
R/
—Freeway R/W
71
Ea BI' Water/
Proposed 16" DIP Waterline
48" Cover, Min,
Seminole Drive
Typical Section
(Std. lme)
INTO,
Sta. 57+38.00 to Sta. 60+5AO7
E.(rstin9 Cuneate Thea channel
Protect 'm plpca.
GENERAL NOTES, CONT
EXISTING IMPROVEMENTS
CONTRACTOR SHALL PROTECT ALL EXISTING IMPROVEMENTS IN PLACE SAID IMPROVEMENTS SHALL
INCLUDE BUT NOT BE LIMITED TO ALL UTILITIES. FENCING, ROADS, LANDSCAPING, POWER POLES, AND
POWER POLE ANCHORS, IF REQUIRED, CONTRACTOR SHALL SUPPORT POWER POLES IN PLACE DURING
CONSTRUC`rON- CONTRACTOR SHALL CORRECT ANY DAMAGED IMPROVEMENTS TO PRE -
CONSTRUCTION CONDITIONS AS PART OF THE CONTRACT WORK AND NO ADDITIONAL COST.
SURVEY MONUMENTS AND BENCH MARKS
CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS. IF MONUMENTS
MUST BE REMOVED. AND REPLACED FOR CONSTRUCTION, ENGINEER WILL DO SO AT CONTRACTOR'S
EXPENSE.
PIPELINE MATERIALS
PIPELINE SHALL CONSIST OF 12t PRESSURE CLASS 350, 0.28 WALL THICKNESS AND FBI, PRESSURE
CLASS 250, 0.30 WALL THICKNESS. CEMENT MORTAR LINED (3/16 DOUBLE THICKNESS) DUCTILE IRON
PIPE AND FITTINGS- BITUMASTC COATING SHALL BE DELETED FROM CEMENT MORTAR LINING.
STANDARD DRAWINGS k SPECIFICATIONS
ALL WORK SHALL CONFORM TO THE CABAZON COUNTY WATER DISTRICT STANDARD DRAWN^LS'
$ SPECIFICATIONS, LA*EST EDITION
Ex CLQ:
CONSTRUCTION QUANTITIES
x GaurJ
20' 22 P t t " pma. '2' DIP WATERLINE 935 IF F,
�
AC� 12 12' Flying Concrete linea chni 16' DIP WATERLINE 1060 L.F.
GATE VALVE 9 EA.
GATE VALVE 4 EA.
50 Ex R/W width- 6" SUPER FIRE HYDRANT 10 EA.
p MISC FITTINGS 2 EA=
)" EYE Freeway ROW 16MISC FITTINGS 6 EA.
/
R/W
SERVICE CONNECTIONS 5 EA.
Ex s" Water 1T LEGEND AIR AND VACUME VALVE 2 EA,
Proposed 16 DIP Waterline
48' Cover, Min.
mllnOG Drive 19 GATE VALVE
$e
0--1& 6" SUPER FIRE HYDRANT
Typical Section
(Stas 109) 10� AIR VALVE
NTS 'PQ FI FIRE DEPARTMENT CONNECTION AT PAD "C" ONLY.
Ste. 49+94.42 to Ste. 57+1000 1 BLIND FLANGE
Or– SERVICE CONNECTION
da
WATER CERTIFICATION PROJECT `Ix
S)'�E
-1 hereby ani Oat al d riga ofale rarer synem 6v Parrel Map 28365 is in auordatte with dte I on
Mapco
aj srpvnTIal
Her whom exp P>a^ of OF Capzm
zon Copy WaterDistantand W Outwater wines,
storal Of distribution system will be adequate to provide water surmise to such deydopmem. -M t
SHEET 2 __ L -e, 0 5 e 0D51 Lr stun'
This"s. cenifea[ion Bass net constitute a guarantee Alt will pPIY water to such developtiretnt at atct on e� SHEET 3
any specific quantities, flows, or prowares for Bad prttcetioe or any talent purpose. ----
7^ c.
AC
/WFeel Itn
ApvROviSIDE THE TO BANNING
RIVERSIDE COUNTY FIRE DCPgRTMENT 1' SEMINDLE DR1YE
BY: �T+ fK 74 A CABAZON COUM"IY WATER DISTRICT s Nm 0nw Slate Highway l'Y
DATE • O -G1 -f97 r d HIS `t ( T _�C �� MAIN STREET CU RAMP
T
Guceal Maaagcr Data 10 FREEWAY WESTBOUND
_ 10 FREEWAY - EASTBOUND
-MAIN STREET
OPERAMP -
I CERTIFY THAT THE DESIGN OF THE WATER
SYSTEM IS IN ACCORDANCE WITH THE TO PALM SPRINGS%
REQUIREMENTS EPFSGRIBED BY THF_ RIVERSIDE
Co Y FI E 'P 1MEN1IF x CABAZON
• DATE:' /-et97
��OR
DIGALERT COUNTY OF RIVEREE / /) _ FIRMS T INDEX MAPwwwwww NUJ
DEPARTMENT OF 6EA�✓ , I /P
DIAL ML FIFE I/ 1°=2D0• 111=200•
01- 80
8327-20 APpRovEo BY -- __--
AT Irsr MM"
BFFOE 1LIl We DATE: C •,• 9L/�.'im —
,.a bawribety at any deal h. In He went IT bewomays. -di Anne
DI 'Al by lie aat� - b
NY dinannime rm9Mq lie pme An gprorM Ey
be couni
ENOINDER
wcw m PAR
SEAL COUNTY
SEAL
AR
Apgt
,--�
Ess 'M
F
Y
�eC t DTs
0
MT�zz
r7 A, c.a �
ori
–EN 55650
DATE
CHISO E
♦t Iv?2
FOF
DG oAJFa
KTO
OAR.. /
GENERALNOTES
PUBLIC STREETS (COUNTY OF RIVERSIDE)
CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE COUNTY OF RIVERSIDE
TRANSPORTATION DEPARTMENT FOR WORK IN ROADS UNDER THE COUNTY'S JURISDICTION.
CONTRACTOR SHALL MAINTAIN ALL PERMITS ON THE JOB SITE
CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WTH ALL APPLICABLE PROVISIONS OF SAID
PERMIT WITHIN ROADS UNDER COUNTY JURISDICTION.
DISTRICT WILL NOT ACCEPT THE CONTRACT WORK UNTIL CONTRACTION HAS SUBMITTED A WRITTEN
STATEMENT OF COMPLIANCE (SPECIFICALLY REFERENCING RELATIVE COMPACTION AND ROAD SURFACE
PERFORATOR REQUIREMENTS) ISSUED BY TIE COUNTY OF RIVERSIDE ROAD DEPARTMENT
THAT THE CONTRACTOR HAS COMPLIED WTH ALL COUNTY REQUIREMENTS AND
THAT THE COMPLETED WORK IS ACCEPTABLE.
NOTIFICATIONS
AT LEAST FIVE WORKING DAYS PRIOR TO COMMENCING CONSTRUCTION, CONTRACTOR SHALL NOTFY
RIVERSIDE COUNTY TRANSPORTER. RIVERSIDE COUNTY FLOOD CONTROL AND WATER
CONSERVATION DISTRICT AND UTILITY COMPANIES AFFECTED BY CONSTRUCTION OF THIS
PROJECT.
CONTRACTOR SHALL NOTIFY RESIDENTS AND COMMERCIAL ESTABLISHMENTS OF IMPENDING WORK.
CONTRACTOR SHALL NOTIFY EACH ESTABLISHMENT WHEN ANY OF THEIR ACCESS DRIVEWAYS WILL BE
CLOSED OR RESTRICTED PRINTED NOTICES SHALL BE HAND DELIVERED TO ALL RESIDENTS AND ALL
COMMERCIAL ESTABLISHMENTS IN THE VICINITY OF THE WORK AT LEAST 14 DAYS IN ADVANCE OF
CONSTRUCTION.
UTILITIES
ENGINEER HAS SEARCHED AVAILABLE KNOWN RECORDS FOR INFORMATION ABOUT UNDERGROUND
FACULTIES, THOSE UNDERGROUND FACILITIES WHICH MAY AFFECT THE WORK ARE SHOWN ON THESE
DRAWINGS LOCA^ONS OF SAME ARE ONLY APPROXIMATE.
AT LEAST 49 HOURS BEFORE COMMENCING ANY EXCAVATION. CONTRACTOR SHALL REQUEST
UNDERGROUND SERVICE ALERT (1 -BDG -422-4133) AND NON MEMBER COMPANIES OR UTILITIES TO MARK
OR OTHERWISE INDICATE THE LOCATIONS) OF THEIR SUBSURFACE FACILITES INCLUDING. BUT NOT
LIMITED TO, STRUCTURES INCLUDING VAULTS, MAIN CONDUCTORS OR CONDUITS, AND SERVICE
CONNECTIONS.
UPON LEARNING OF THE EXISTENCE OR LOCATION OF ANY UTILITY FACILITY OMITTED FROM OR SHOWN
INCORRECTLY ON THESE DRAWINGS, OR IMPROPERLY MARKED OR OTHERWISE INDICATED.
CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. PROVIDING FULL DETAILS AS TO DEPTH,
LOCATION, SIZE, AND FUNCTION.
CONTRACTOR SHALL NOT INTERRUPT OR DISTURB ANY UTILITY FACILITY WITHOUT AUTHORITY FROM
THE UTILITY WHERE PROTECTIDN 15 REQUIRED TO ENSURE INTEGRITY OF
UTILITY FACILITES LOCATED AS SHOWN ON THE DRAWNGS OR VISIBLE TO CONTRACTOR OR MARKED
OR OTHERWISE INDICATED AS STATED HEREIN. CONTRACTOR SHALL, UNLESS OTHERWISE PROVIDED,
FURNISH AND PLACE ALL NECESSARY PROTECTION AT NO ADDITIONAL COST.
WHERE UNDERGROUND MAIN CONDUCTORS OR CONDUITS SUCH AS WATER, GAS. SEWER, TELEPHONE,
ELECTRICAL POWER. OR CABLE TELEVISION ARE SHOWN ON THESE DRAWINGS. CONTRACTOR SHALL
ASSUME THAT A SERVICE LATERAL FROM EACH UTILITY FACILITY EXTENDS TO ENTRY PARCEL OR
PROPERTY WEATHER OR NOT A SERVICE LATERAL IS SHOWN,
CONTRACTOR WILL CONSTRUCT PROPOSED PIPELINE ADJACENT TO PASTING UTIUTES INCLUDING
SEWER, WATER, TELEPHONE, AND GAS. ENGINEER HAS Na INFORMATION ABOUT COMPACTION OF
TRENCH BACKFILL FOR SAID UTILITIES, IF SAID FRENCH BACKFILL FAILS DURING CONSTRUCTION OF THE
PROPOSED PIPELINE, CONTRACTOR SHALL REMOVE AND REPLACE SAID BACKFILL. COMPACT AS
SPECIFIED HEREIN, AND REMOVE AND REPLACE ANY ASPHALT CONCRETE PAVEMENT AS REQUIRED, ALL
AT NO ADDITIONAL COST,
K
1 W MORONGO
Ip INDIAN
*TO BANNING RESERVATION
SITE o SEMINOLE DRIVE
SEMINOLE DRIVE
10 FREEWAY WESTBOUND -
MAIN STREET L` 10 FREEWAY – EASTBOUND
OFFRAMP
TO PALM
/SPRINGS 0
CABAZON <`
MAM STREET
VICINITY MAP
TOWNSHIP 3 SOUTH, RANGE 2 EAST, SECTION 9 NOR
1••=400•
Aen er DATE a -AS -•r/ CABAZON COUNTY WATER DISTRICT '*F'WE
k �;,� RICHARDS MUEpn WILKES 1
GENERAL MANAGER, aAeA=aN D«,N,Y WARP «e,R,O, N D. R E N° 1 N E L p N PARCEL MAP NO, 28365
6529 Riverside Ave., Ste. 115 Or
.CE. Na EXP. DAR Riverside CA 92506 Township 7 South, Range 4 East, Section 8
Y DA1F 11-97 Phone - (909) 276-8010 Fax (9o9).2i6–Bot3
I WATER SYSTEM IMPROVEMENTS
40' T BER15V
End 2'
IF a/DSGS StE Ge ammpea'V91 S.B
8/D 15V E/0 WenErey. EDO ro bad CIA, azan a01C MKA Portnenhlp
MIC
__
1$
paa — A9ProxEe. 6raee
– _ over CL d -e/ PTggExJ 16.-OIP - T. _- .1780
- -- - '-- / .
-. -= 0.005 15.58 LF
\*
ED
1790 — s 1770_—
+ d
7'FL PROPOSED 16" DIP n
bn
0.04o-0
- Sar,
1780 —
---_ - 50+00 I ..- 51+00
CENTERLINE PROPOSED 16" DIP
DIGALERT
DIAL TOLL PRF(
1--800-227-2(
LEAST M
(m AT LEAST llq DAYS
BEFORE YOU OR;
11ftx. a s ",tae. t c w Rica, fix by
ww
, the
12" LOOP TO BE COMPLETED
WITH SECOND PHASE.
52+00 -_ 77E12"
3+00.-- ..-_ 54+00 - ---. -
e_/w
FUTURE 12' TO r•
LOOP TO SEMIN4M_E
ExISTINc. oRAluncE eHArowEL -_
WATER CL CURVE DATA
R = 579'
D = 53050' 18"
L mia 544.06'
CL CURVE DATA
R = 562'
D=7106'50"
L = 697.53'
he ® C
---. 55+00_- _56+00 -_ -. _57+00 - -.-58+00 -- -- 59+00..
53+50 F.H. CENTERLINE PROPOSED 16" DIP
EXISTING FCe_ ISLAND
STA. 57+10
EXISTING 90' BEND
\2s. STORE
EXISTING 6'
P w �wsr sioti EXISTING O —20N'LY
•�� A `� . - .i NEL
ISLAND
e S y i . *sDrycI,- g S�4OA
aF
'A
N'C v
STA. 57+36 �
906 BEND
S: lC 5 Wi/'° op c
Z rF A
a
40Bo- 160' F E —T s 4 ° �9N
�� RgMA /R
1r-40 s
F [r50r 9B
REcwMENDEn / SEAL SEK :1PPRD`hD BY OATE F'IS 7
/�;, y / < I %- C"'
/ET \ GENERAL MANAGER. CASAZON GOtN WATER DISTRICT
RM
- z RCE. NO EXP DAIS
z` iW
1 Na _ 5a P DAZE 9 i/-97
DATE GN ECI[m 8r�yy� M7 EClvV- , 3 9 ��
INtt MP �. GAURON' F01 "A)Ga C. 0. WILLING PE rLyz- 1"=AG' Vvt.
.... ,.'.. r..e DATE B
— 1770
1760
i
}
60+00 ---_ -.81+00 -_ . 62+DD
_ - R/W
a
--•
P 2
a
RICHARDS MUETING WILKES
CABAZON COUNTY WATER
DISTRICT
9F X0
w
PARCEL MAP NO.
28365
2
P " ENG
VEERING
6529 iv
6529 Riverside Ave Ste. 115
WATER CL CURVE DATA
^
ry
Township 7 South, Range 4 East,
R = 477'
m
D = 14 18' 07"
q
L = 119.07'
a
CL CURVE DATA
STA 49+94.42 TO STA.
61+04
R = 466'
0 0'
b UD
= 26 05' 57"
00 0 4i
3T
50 E/D Bnovi N/O railroad track layman
UJI MNP ParveMO
L = 212.27'
OAT : 6/97
^ N
X�pb^Jp
h n
�
ej
9/2-P
^
tie EV ry
I° N
U
vi "^
Ay
n Try
STA. 280+58 FN
O�
-- -SEES
FT 3
n i
STA. 60+45.07
a
,,
1J 14,� _ �
16" TEE W BLIND FLANGE
-
_
J - ---
2 B -VALVES.&
16"x12" ECCENTRIC REDUCER
W/ TOPS LEVEL.
\—�
PROPOSED SAG
_
CONSTRUCTION CENTERI wF
_ - R/W
--•
P 2
RICHARDS MUETING WILKES
CABAZON COUNTY WATER
DISTRICT
9F X0
PARCEL MAP NO.
28365
2
P " ENG
VEERING
6529 iv
6529 Riverside Ave Ste. 115
Riverside, CA 92506
Township 7 South, Range 4 East,
Section e
Phone (909) 276-8010 F (909) 276 801J
WATER SYSTEMIMPROVEMENTS
E. ¢tion 1792391
STA 49+94.42 TO STA.
61+04
Fld 31/2' / 5 5 tl Cap t sGJ 1'5.6
3T
50 E/D Bnovi N/O railroad track layman
UJI MNP ParveMO
OAT : 6/97
PLOT DATE 8-11-97
9/2-P
1770 -
al
1760 1760 -
11+00
X11
12+00 13+00 14+00 ---- 15+00 ----- 16+00
I
i
1+00 -.---_ 2+00--_- 3+00
SCALE -
VERT 1" a 4'
HORIZ. i' 40'
1+00
1770
z
0
v
w 1760
�I
2+00 3+00 ----
n
L 10.55' -
PP
R- 100' CAUTION I ' 11
z
D - 37014' 38' DOSING FOOTNGS 3
L - 69.55'TA. 15455 I tH o
yA 707 F /-1 .V.
0 F.H.6: VIRE DEPT. R 20T -ST
OA. 154-.2 r
W 6 COMNECTON D 170D5'05"
Ferry.
A* a A�3IAL Ne 61.72' !
N. 0002' 15" W Hi1.22'
4, n 44.66 59.55' - - -
- W 001A
to APPIA
.,.....___ FUTURE 1T' WATER 11NE N LOOP
_
W _ STA 1+50 +� _ _ H ---- N $FAIINYDE ORItE
o > ._ STA. 15+56.{{ - — — — - -
u s I J .. $' w In - I$ B11N01 PLUNGE
H.NO
p - •-- 4si o-n�52O '�`� BC
Z FH, 2+35 _ _D+,D.DDn. DIGALERT
F.M. - -------- _.-- -
S
w OR Po NORTH
DIAL TOLL FREE
R- tDT - L- ar STA 1+85 1-800-22 M 0 Y%
STA 2+41.15 D N°4]' '' ' F.N. F./�/,F /'.[� - / 9 AT � � m
END 1Z'STA 00
2+.00 Tf-�+LA.
L 63,65' 1
IB{IMO FLANGE - I EHD 12" -.. .F ,
"D FLINfE E'9E WnmaNAC YJIWS AIWr v 9]vnfAl }2 / Z
sEcauuwosD w SEAL COUNTYS.AL APPROVED BY DATA �E Ar ?7
1 °RICHARDS MUETING WILKES CABAZON COUNTY WATER DISTRICT 6�,,6
R M PLANNING k ENG NEea nG PARCEL MAP N0. 28365 3
A<NANAGER FABAZO COU,,. WAILER Mme,
01,
✓C �'A' " `ms's'" �GL r2 F PAY 0529 Riverside Ave Ste. 715
s s Riverside, CA 92506 Township 7 South, Range 4 E66Q Section 6
hr / 195o A E e ; BY
o. �L7 anon (909) ne Bom Fay (Dos) 27�e013
LATE BY MAR« - AFaa. DA4 c eu e. WATER SYSTEM IMPROVEMENTS
Peened wa NP ENGINEER aEHvons ccuNTr + of CACIAO4 `or ciiFo�r scA� i" 40' Pro31/2' AAYSG91
,a,.,„ a „„• o of ,Po, a ay '• NILHAEL o uNEnnc, FE. BENU'ItNARK STA. 9+74 TO STA. 15+66.44 FEc rA.6�¢
be, Abney DESIGNED BY DRAWN BY FLECKED 9v D DATE "� 3 I/� F Nsos sIa o rtmryM 'IIyI iA �1
aaE. no, Dsss Iw, DATE n w ns Iso e o 6 e.o N/0 ,°,oaa wn, came. MKA Partnership 9Anx g gT
PLOT DATE 6-11-97
9/2-P
GY^da ®CL
- 1780
u_
- 1780
,IF�LvF.
,
z
"
a
Z
U
N'
z
W
Q
O
- 1770
Nee
6t
- 1770
cr
o
c
m
+
'--_
FL PROP.
12"
DIP
- 1760
- 1760
12+00 13+00 14+00 ---- 15+00 ----- 16+00
I
i
1+00 -.---_ 2+00--_- 3+00
SCALE -
VERT 1" a 4'
HORIZ. i' 40'
1+00
1770
z
0
v
w 1760
�I
2+00 3+00 ----
n
L 10.55' -
PP
R- 100' CAUTION I ' 11
z
D - 37014' 38' DOSING FOOTNGS 3
L - 69.55'TA. 15455 I tH o
yA 707 F /-1 .V.
0 F.H.6: VIRE DEPT. R 20T -ST
OA. 154-.2 r
W 6 COMNECTON D 170D5'05"
Ferry.
A* a A�3IAL Ne 61.72' !
N. 0002' 15" W Hi1.22'
4, n 44.66 59.55' - - -
- W 001A
to APPIA
.,.....___ FUTURE 1T' WATER 11NE N LOOP
_
W _ STA 1+50 +� _ _ H ---- N $FAIINYDE ORItE
o > ._ STA. 15+56.{{ - — — — - -
u s I J .. $' w In - I$ B11N01 PLUNGE
H.NO
p - •-- 4si o-n�52O '�`� BC
Z FH, 2+35 _ _D+,D.DDn. DIGALERT
F.M. - -------- _.-- -
S
w OR Po NORTH
DIAL TOLL FREE
R- tDT - L- ar STA 1+85 1-800-22 M 0 Y%
STA 2+41.15 D N°4]' '' ' F.N. F./�/,F /'.[� - / 9 AT � � m
END 1Z'STA 00
2+.00 Tf-�+LA.
L 63,65' 1
IB{IMO FLANGE - I EHD 12" -.. .F ,
"D FLINfE E'9E WnmaNAC YJIWS AIWr v 9]vnfAl }2 / Z
sEcauuwosD w SEAL COUNTYS.AL APPROVED BY DATA �E Ar ?7
1 °RICHARDS MUETING WILKES CABAZON COUNTY WATER DISTRICT 6�,,6
R M PLANNING k ENG NEea nG PARCEL MAP N0. 28365 3
A<NANAGER FABAZO COU,,. WAILER Mme,
01,
✓C �'A' " `ms's'" �GL r2 F PAY 0529 Riverside Ave Ste. 715
s s Riverside, CA 92506 Township 7 South, Range 4 E66Q Section 6
hr / 195o A E e ; BY
o. �L7 anon (909) ne Bom Fay (Dos) 27�e013
LATE BY MAR« - AFaa. DA4 c eu e. WATER SYSTEM IMPROVEMENTS
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