909e_wtCONSTRUCTION NOTES III ESTIMATED QUANTITIES
•
DESCWTION
QUANTITY
TOTAL
UNIT
WATER MATERIALS
1
CONST. 8" PVC - C900 - CL. 150 WATERLINE
6'Sb•45
L.F.
2
INSTALLS" RESILIENT SEAT GATE VALVE IFxH)
1
EA.
3
INSTALL 8" RESILIENT SEAT GATE VALVE (HxHI
1
EA.
4
INSTALL 8" TEE (FxFxF)
1
EA.
5
INSTALL RiV. CO. STD. FIRE HYDRANT (8"x2 -1/2"x4") WET BARREL
PER E.M.W.D. STD, OWG. NO. 6-362
2
EA.
6
PF4-%,41F 1" A.V. i A.R. VALVE PER E.M.W.D. STD. DWG. NO. 6-59d
ITYPE "H")
1
1
EA.
EA.
7
f"[-J�ATE 6" TEMP. O.O. PEV E.M.W.D. STD. DWG. NO. 8-568 (TYPE
wpw►
i
INSTALL 3/4" METER SERVICE CONNECTION PER E.M.W.D. STD.
DWG. NO. 9-590 (TYPE "8-1
15
EA.
SEWER MATERIALS
1
CONST. 8" SEWER
639.3y
L.F.
2
INSTALL 48" I.D. MANHOLE PER SEWER NOTE NO. 3
2
EA.
3
INTALL TEMP. CLEANOUT PER E.M.W.D. STD DWG. NO. SB -52
1
EA.
4
INSTALL HOUSE SEWER I ATERAL PER SEWER NOTE NO. 12
480
L F.
FNS DEPARTMENT MATERIALS
1 SLUE DEFLECTIVE PAVEMENT MARKERS 77-
2 -T-EA.
!' VATIE E%GINL"'f NOTICE TO CONTRACTOR
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES
SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO
THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT THOSE
SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL
PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER
LINES OR STRUCTURES NOT SHOWN ON THESE PLANS AND IS RESPONSIBLE FOR THE
PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES.
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION
OF THIS PROJECT, INCLUDtf*9 SAFETY OF ALL PERSONS AND PROPERTY: THAT=THIS
REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL
WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND
HOLD THE OWNER, COUNTY AND ENGINEER HARMLESS FROM ANY AND ALL
LIABILITY, REAL OR ALLEGED. IN C'ONNEC'TION'WITH THE PERFORMANCE OF WORK
ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF
THE OWNER, COUNTY OR THE ENGINEER.
THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS,
ASVD/OR FIELD CONDITIONS IMMEDIATELY TO THE DESIGN ENGINEER FOR
RESOLUTION PRIOR TO ��! STRUCTION, AND SHALL BE RESPONSIBLE FOR
DISCREPANCIES NOT SO REJ� OTED AND RESOLVED.
UNAUTHORIZED CHANGES A USES: THE ENGINEER PREPARING THESE PLANS WILL
NOT RE RESPONSIBLE FOR. OR LIABLE VOR. UNAUTHORIZLI)
I CH I NGLS TO OR USES OF
THESE PLANS. ALL C11:4 CI1:S "(lJ `I H( PLANS MUST BI= IN: WRiflNC AND MUST HES
APPROVED BY THE: PREVARL=R Of I HIAA PLANS.
BEING A SUBDIVISION OF A PORTION OF PARCEL 2 OF PARCEL MAP 17029, AS SHOWN
BY MAP ON FILE IN BOOT: 113, PAGES 31 AND 32, OF PARCEL MAPS, RECORDS OF
RIVERSIDE COUNTY, CALIFORNIA. LYING IN SECTION 10 TAS., RAW., S.B.B.M
ILENCHMARK
41-D (MWDSC) RIVERSIDE COUNTY BENCHMARK IS 0.1 MILE LAST OF THE
INTERSECT" OF BROWN STREET AND CAIALCO ROAD AND 45 FEET SOUTH OF THE
CENTERLINE OF CAJALCO ROAD. THE MARK IS IN THE NORTH SIDE OF THE GRANITE
BOULDER ON THE NORTH SIDE OF A SMALL GROUP OF ROCKS, ELEVATION = 1640.111
BASIS OF REAKINQ
THE BASIS OF BEARINGS IS THE CENTERLINE OF CLARK STREET PER P.M. 113/32-32
BEING N 00°01'00" E
NOTE: THE TIME LIMIT ON DRAWINGS APPROVAL SHALL BE SIX (6) MONTHS
FROM THE DATE ON THE CERTIFICATION. IF CONSTRUCTION HAS NOT
COMMENCED WITHIN STATED TIME. E.M.W.D. REQUIRES DRAWINGS TO BE
REVIEWED BY THE DEVELOPERS DESIGN ENGINEER FOR POSSIBLE
CHANGES IN MASTER PLANNED SIZING AND CHANGES IN SPECIFICATIONS
DIAL TOLL FREE
1-8W 2V-2'100
A RiPO� vau OIG s
Ir M01M H Ii Auw Of m o ll l MI GLrOMGA
TRACT No. 23234-2
WATER &SEWER IMPROVEMENTS
I ,
I
' I
I
O t
,vii
' I I 0 II
c,
I
R" SFN'rR I
i p• V,'A RUNF -
INDEX MAP
NOTIFICATIONS
CONSTRUCTION UNDER RIVERSIDE COUNTY SUBDIVISION AGREEMENT
1. CONTRACTOR SHALL NOTIFY RIVERSIDE COUNTY TRANSPORTATION
DEPARTMENT, CONSTRUCTION SECTION AT (909) 275-6885 AT LEAST 48 HOURS IN
ADVANCE OF STARTING CONSTRUCTION,
2. CONTRACTOR SHALL NOTIFY RIVERSIDE C•OUNTY FLCJODCONTROL DISTRICT AT
(909) 275-1288 AT LEAST 48 HOURS IN ADVANCE OF STARTING CONSTRUCTION.
3. CONTRACTOR SHALL NOTIFY THE FOLLOWING AT LEAST 48 HOURS PRIOR TO
EXCAVATION.
a. SOUTHERN CALIFORNIA LDISON
b, THE GAS COMPANY VIA UNDERGROUND SERVICE ALERT
c. GENERAL TFI I-NIRDNI. C i).
d. UNDERGRO(ll,D SI -R 'IC l- .AI_L kt l (LISA) 1 (800) 227-2,01)
e EASTERN M' T:!"PV. titi.. -
ATTENTION: .JIM W*• ATT
PREPARED UNDER THE SEA -
SUPERVISION OF
CFS-FRIEDRICH S ASSOC., INC.
6529 RIVERSIDE AVENUE. SUITE 230 �'''X�4z 5' l9Al.
RIVERSIDE. CALIF. 92506 DONALD W. BERGH DATE
(909) 781-0811 RCE NO. 28949 F ,•,11,'x.
EXP. 3-31-99 --
SEWER CERTIFICATION
1 CERTIFY THAT THE DESIGN OF THE SEWER SYSTEM FOR TR. 23234-2 IS IN
ACCORDANCE WITH THE EASTERN MUNICIPAL WATER DISTRICT'S SEWER SYSTEM
MASTER PLAN AND THE DISTRICT HAS PROGRAMMED ADL.QUATE CAPACITY TO
TREAT THE WASTES FROM THE PROPOSED TRACT.
EASTERN MUNICIPAL WATER DISTRICT
DATE CIVIL ENG EER OF SUBDIVISIONS
WATER CERTIFICATION
I CERTIFY THAT THE DESIGN OF THL WATER SYSTEM FOR TR. 23234-2 IS
IN ACCORDANCE WITH THE WATER EXPANSION PLANS OF THE EASTERN
MUNICIPAL WATER DISTRICT AND THAT THE WATER SERVICE. STORAGL
AND DISTR1Bl1TION SYSTEM WILL BE ADEQUATE TO PROVIDE WATER
SERVICE TO TR. 23224-2. THIS CERTIFICATION DOES NOT CONSTITUTE A
GUARANTEE THAT IT WILL SUPPLY WATER TO SUCH TRACT AT ANY
SPECIFIC QUANTITY FLOWS OR PRESSURES FOR FIRE PROTECTION OR ANY
OTHER PURPOSE.
EASTERN MUNICIPAL WATER DISTRICT
DATE CIVIL ENG) ER OF SUBDIVISONS
EASTERN MUNICIPAL WATER DISTRICT
i", II A 1
NITIAL
PROJECT ENG. KE
APPROVALS INSPECTION
WTR. OPERATIONS
SWR. OPERATIONS
DATE
srA- ^ri, r.i t 1
- CJA'
P. S. G. V.
-- 4 c-a2C, �' ,�lr.
F" T1 I1, i
! " A 1.
a
VICINITY MAP
NTS
SEC. 10, TAS" RAW,
IMPLEMENTING FACILITIES
TYPICAL LOT LAYOUT
NONE
WATER
MARKHAM
ST.
RESILIENT SEAT GATE VALVE t FrF )
I
MARTIN
I�
orY
Q
u
MARY
+ ST.
-}
LANE
ST.
PERRY
ST.
BYRON
ST.
JEAN
ST.
EXISTING OR PROPOSED WATERLINE (IJY OTHERS)
ST.
K)NNEY
HICKS
4-1
PROJECT 1n
SITE
Z ,
I
-
KINNEY ST
ST.
RD.
DANES
ST.
CAJALCO
SHORTRIDGE
JOHNSON AV.
a
VICINITY MAP
NTS
SEC. 10, TAS" RAW,
IMPLEMENTING FACILITIES
TYPICAL LOT LAYOUT
NONE
WATER
LEGEND
RESILIENT SEAT GATE VALVE t FrF )
RESILIENT SEA- CATF VA' -VE I H"N
SERVICE CONNECTION WITH METER
-}
t- 0. (P.V.C. PIPE) B- 5%6
r---
:'1M9INATM AN, ` A.R.
FANDARD FIRE HYDRANT 9-362
6` x ONE 2-1/2" " ONE 4" OUTLET
-®
EXISTING OR PROPOSED WATERLINE (IJY OTHERS)
WA'ERLINE
4-1
FxH ADAPTOR
FLANGE x RESTRAINED JOINT
SEWER LEGEND
SEWEH LINE
Sr WEf. LINE EAISTINC OR PROPOSED MY OTHERS)
SEWER ! INE NI -11 LArFRA-S
O MANHOLF
s CEA ,*t, 'T
ENGINEER'S CERTIFICATION
CERTIFY THAT THE DESIGN OF THE WATER SYSTEM IS IN ACCORDANCE
WITH THE REQUIREMENTS PRESCRIBED BY THE RIVERSIDE COUNTY FIRF
DEPARTMENT.
��z..+. 7 A/s. 5, 1096,
DONALD W.BERGH DATE
R.C.E. NO. 28949 EXP. 3-31-99
GENERAL NOTES:
1. ALL MATERIALS AND INSTALLATION SHALL CONFORM TO RIVERSIDE COUNTY
SUBDIVISION IMPROVEMENT ORDINANCE 461.
2. FOR SEPARATION BETWEEN WATER AND SEWER LINES REFER TO RIVERSIDE
COUNTY STD. NO. 609.
3. ALL MATERIALS TESTING AND INSPECTION OF PIPE SHALL BE IN CONFORMITY
WITH THE REQUIREMENTS OF RIVERSIDE COUNTY AND THE AMERICAN WATER
WORKS ASSOCIATION (A.W.W.A) STANDARDS.
4. SEWER LINE WILL BE INSTALLED BY THE SUBDIVIDER FOR E.M.W.D.
S. FAILURE TO MEET ANY OF THE REQUIREMENTS OF RIVERSIDE COUNTY,
E.M.W.D. AND THE A.W.W.A SPECIFICATIONS WILL BE CAUSE FOR REJECTION.
6. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE COUNTY OF
RIVERSIDE, PERMIT SECTION' FOR CONSTRUCTI IN WITHIN THE DEDICATED
STREET RIGHT-OF-WAY.
7. APPROVAL BY E.M.W.D. IMPLIES NO PERMISSION OTHER THAN THAT WITHIN
THE DISTRICT'S JURISDICTION. ALL PERMITS REQUIRED BY LAW SHALL BE
ACQUIRED 61' THE DEVELOPER OR HIS CONTRACTOR. REQUIREMENTS OF
E.M.W.D. SHALL TAKE PRECEDENCE OVER REQUIREMENTS OF OTHER AGENCIES
ONLY WHERE E.M.W.D. REQUIREMENTS ARE GREATER.
8. THE PROPOSED WORK SHALL BE SUBORDINATED TO ANY OPERATIONS E.M.W.D.
MAY CONDUCT AND SHALL BE COORDINATED WITH SUCH OPERATIONS AS
DIRECTED BY E.M.W.D.
9. APPROVAL BY E.M.W.D. OF A PROPOSED CONNECTION TO AN E.M.W.D. FACILITY
DOES NOT IMPLY APPROVAL OF THE CORRECTNESS OF THE ELEVATIONS SHOWN
ON THEN PLANS
SEWER NOTES:
1. GRAVITY SEWER PROFILE ELE%ATIONS ARE TO FLOW LINE (CONDUIT INVERT).
2. SEWER PIPL ZONE AND TRENCH BACKFILL SHALL BE PLACED IN ACCORDANCE
WITH STANDARD DWGS. SH -157, SB -158 1 S8159.
3. MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH STANDARD
DWGS.SB-53, SB -56, SB -58 AND SB -61 AS APPLICABLE. SEWER MAINS MAY BE
LAID THROUGH THE MANHOLES AND USED AS A FORM FOR THE INVERT.
4. THE CONTRACTOR IS ADVISED THAT THE WORK ON THIS PROJECT MAY INVOLVE
WORKING IN A CONFINED AIR SPACE. CONTRACTOR SHALL BE RESPONSIBLE
FOR "CONFINED AIRSPACE" ARTICLE 104, TITLE I CALIFORNIA ADMINISTRATIVE
C0D11.
5. SEWER CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH
E.M.W.D.'S STANDARDS AND SPECIFICATION.
6. CONTRACTOR HAS THE OPTION TO INSTALL PLASTIC OR VCP SEWERS, EXCEPT
WHERE SPECIFICALLY DESIGNATED ON PLANS PER E.M.W.D. STANDARDS AND
SPECIFICATIONS.
7. WHERE: GROUNDWATER IS ENCOUNTERED, ALL VCP PIPE SHAI_I. BE TREATED
FOR ABSORPTION RESISTANCE PER E.M.W.D.'S SPECIFICATIONS.
8 ALL SEWER INLETS AT THE MANHOLE SHALL BE SUCH THAT ITS CROWN SHALL
BE LEVEL WITH THE CROWN OF THE OUTLET PIPE, AT THEIR PROJECTIONS TO
THE MANHOLE CENTERLINE.
9. ALL LATERALS SHALL HAVE AN ON-SITE CLEANOUT IN ACCORDANCE WITH
STANDARD DWG. SA -90.
10.. MAINLINE CLEANOUTS, WHERE CALLED FOR ON THE PLANS, SHALL BE
CONSTRUCTED IN ACCORDANCE WITH STANDARD DWG. SII -52.
I I PRIOR TO CONSTRUCTION OF SEWER, CONTRACTOR SHALL EXPOSE EXISTING
SEWER AND VERIFY ITS EXISTING ELEVATION AND LOCATION. WHERE
CONNECTING TO EXISTING MANHOLES AND INLET STUB OF PROPER SIZE EXISTS,
NO ALTERATIONS SHALL BE MADE TO EXISTING MANHOLE BASE OR STUB
EXCEPT AS SPECIFICALLY AUTHORIZED BY E.M.W.D.
12, SEWER. LATERALS SHALL BE CONSTRUCTED IN ACCORDANCE WI.1 H STANDARD
DWGS. SB -50, LOCATIONS OF WYES AND LATERALS, WHERE NOT SHOWN ON THE
PLANS. ARE TO BE DETERMINED IN THE FIELD PRIOR TO CONSTRUCTION, TO
MISS DRIVEWAYS. ALL LATERALS ARE TO BE 4" DIAMETER UNLESS OTHERWISE
SHOWN ON PLANS.
WATER NOTES:
L WATER SYSTEM PROFILE ELEVATIONS ARE TO CENTERLINE (CENTER GRADE) (A:
PIPE.
2. PRIOR TO CONSTRUCTION OF PIPELINU, CONTRACTOR SHALL EXPOSL: EXISTING
WATEk SYSTEM AND VERIFY ITS EXISTING ELEVATION ION AND LOCATION.
3, WA FE11. LINE AND APPURTENANT CONSTRUCTION SHALL RE IN ACCORDANCI:
WITH ".M.W.D. STANDARDS AND SPECIFICATIONS.
4. FIRE HYDRANTS SHALL BE INSTALLED IN ACCORDANCE WITH STANDARD DWG.
B-362 AND COLOR CODED GREEN.
5. AIR VALVES SHALL BE INSTALLED IN ACCORDANCE WITH ST4NDARD DWG. 8-
SY8. TYPE "B ".
6. ALL PIPE TO BE INSTALLED WITH LOCATOR WIRE PER STANUARD DWG. B-6%.
7. FITTINGS FOR P.V.C. PIPE SHALL BE DUCTILE OR GRAY IRON. FITTINGS SHALL
BE FLANGED, BOLTED MECHANICAL JOINTS OR PUSH -ON JOINTS, AND SHALL BE
CEMENT MORTAR LINED AND TAR (SEAL) COATED PER E.M.W.D. STANDARDS
AND SPECIFICATIONS.
8. POLYETHYLENE ENCASEMENT: ALL DUCTILE OR GRAY IRON FITTINGS SHALL
BE POLYETHYLENE ENCASED AT THE TIME OF INSTALLATION PER E.M.W.D.
STANDARDS AND SPECIFICATIONS.
9. ALL PVC PIPE THROUGH 12" SHALL BE TYPE C9W-CL1SO EXCEPT WHERE
OTHERWISE NOTED. PIPE SHALL CONFORM TO A.W.W.A. SPECIFICATIONS.
10. TEMPORARY BLOW -OFFS SHALL BE INSTALLED PER STANDARD DWG. 8-5".
IL ALL SERVICE CONNECTIONS SHALL BE I" SERVICES X 3/4" METERS UNLESS
OTHERWISE NOTED, AND SHALL BE LOCATED AS SHOWN ON THE PLANS,
ADJUSTED AS NECESSARY TO MISS DRIVEWAYS. SERVICES SHALL BE INSTALLED
IN ACCORDANCE WITH STANDARD DWG. B-590. TYPE "B"
12. JOINT RESTRAINERS, INSTEAD OF THRUST BLOCKS, SHALL BE USED ON ALL
MAINLINE PIPEJOINTS WITHIN SPECIFIED "LIMITS AND ALL JOINTS OF WATER
APPURTENANCE LATERALS OFF MAINLINE. PER E.M.W.D. SPECIFICATIONS.
COUNTY OF RIVERSIDE APPROVED BY THE RIVERSIDE RECOMMENDED FOR SEAL COUNTY
DEPARTMENT OF HEALTH COUNTY FIRE DEPARTMENT APPROVAL ss
ON
APO x i'I,"
APPROVED By APPROVED BY DA E } No. 33950
HV.. -I IMPROVEMENT DISTRICT 16
DATE _ �2'%9• t6, GATE • � CHECKED BY Tl A7jf CIV)► -j'
DATE � PRESSURE ZONE 1872
REVISIONS REFERENCE DWGS SERV AREA 418,35
NO. DATE INITIAL DESCRIPTION APP'VD APPROVED BY; COUNTY OF rw MLO- 97-212
TITLE SHEET C.O. IIo•
C001110. 480164SEWER i WATER
IMPROVEMENTS S14EET I of 2
F ANSPOR DEPARTMENT DATE D -
RIVERSIDE COUNTY, CALIF. TRACT NO. 23234-2 SD- J
X
_a7
. . . . ► CtG. OF 8" WATER
{ f WW f'1l -C -
& � In }
900 CL. 150
_ } ~ (No d
t 1 � NO '
EXIST. GRO1LI1D 6
- 1 _ . .. j t; -F f 0
I cc Q X 0
�.
. ...ot
rl
�.
i z40
R■0.80% R.
1639.63 1
{
S - 0.0078 ;
}
- - s tE)U . 0.032
{ JOINI RESTRAINT
E { { LIMITS
1
6.00084
0 H
ID a r
cm c.i car r
q L�
- PROPOSED FUSH SURFACE 1
i - 6
s . o.Ove6 —1&60 _
JOINT RESTRAINT
LuraTTs C.G. OF 1" WATER
1
PVC - C 9Qa - CL 140
5 = o.aoo 1660'_
- - t6 O
r r-- SN SEWER
S
• OA070
CONST. 17U1 L.F. - 6" SEWER
11" SEWER
GOWT. I LOO L.F.
..., .r..,,y. -FUTURE STREET or nun
HOi6Z: rx40'
VERT:r"•4' STLO OUT MOFILES
10+00 11+00 12+00 13+00 14+00 15+00 18+00 17+00 18+00 19+00 20+00 10.00
8" SEWER W I I
EXIST, Co F.H. 13+75.35 REMOVE EXIST. CLEANOUT
II 1' I INSTALL M.H. No. I /ARIES N. OF ( N I
IIS IIIA �j�i
I
I� I IIS cr_'
Yi
it Iii Q ii 7 0 15
III IIIA
12.1100 I m w cu
}-• I I I 2 I) (I EXIST. IIlF1l, a� T
l\ II SEWER
PER SD 16888
til F � I �-•-� I
N. 87'1 S'43" E.
c I4 I - N. 447-14'24" E.-
12 12
U/� —------- —------------ ----- ---
EXIST. 8" WATERLINE
% I I PER 0-14705
I
ii I J 3 4 5 I
1
DIAL TOLL FREE
14MO-227-2600
AT LE"T TWO DAYS
EXIST. 6" Fx
13.74.14
JOIN EXIST. R.S.C.V.
WINDSTONE
CURVE DATA
NO.
DELTA
RADIUS
LENGTH
TANGENT
ID
3.00'18"
1000.00'
52.45'
26.23'
O2
3.00'18"
987.00'
51.77'
25.69'
M
I 11 L.F. 8" SEWER ••
I 8 SEWER
1
I
I -
o
• S- 0.0070
( I ENO PLUG S' N. OF
cy o
I % SEE PROFILE UPPER RIGHT
14 13 12 11 0
s3 �� I
m � 0
1 I
I v
J9 � Oros I I
�o-
I 18+33,22
c
�iq I I
.
1 M.H. NO. 2
R/W
iNp
, I
lIp J
I
13+94J8
RELOCATE EX. 6" B.
TO 20.24.33
RELOCATE TO 20.24.
EXIST. I" A.V. i AR via
TYPh_AL FOR ALL TEES OUTSIDE OF MAIN -LINE
1,)Ir!' RESTRAINT LIMITS -
20.04.33
CLEANOUT W32)
20+04.33
8" R.3.G.V, E. WMW
O
V3E3
-----�i�
EDGE OF PVMT.
N. 88.56'13" E. --*_W)
0 0
�'
ILA
16 o N ti
17
N. 89°14'42" E. 1 IA r
FC
19 in
}
QQ�
R/W
aI� I
2
3
4
5
6
7
8
9 10
w
�
20#24Mc"
I
.Ks TOM -As
Tow ti JQWTIi
\
wtLD
\_r A.V. s .•k K
8" WATER
14.41,00
13' S. OF t
18.13.00
— \
IS -Slit 7T!'E 7"
6" F.H. (8-362)
PVC - C900 - CL. 150
6" F.H. (B-362)
18.16,22
-
TEE (FxFxF)
WAY6..x8"448"
2 - 8" FxH ADAPT. (WIkE)
I - 6" FxH RSGV (N)
28'L.F. 8"PVC C-900 CL-15Q--oSEE PROFILE UPPER RIGHT
E sxo.0060, I" CORP. STOP
hF-STRAIN ALL JOINTS
:N ADDITION TO RESTRAINING JOINTS ON COUNTY OF RIVERSIDE APPROVED BY THE RIVERSIDE RECOMMENDED FOR SEAL COUNTY FIFA r,r•. rrr �!T PI^T_�;;
6RANCH SIDE OF TEE, RESTRAIN BOTH DEPARTMENT OF HEALTH COUNTY FIRE DEPARTMENT APPROVAL- -'i
20' LENGTH OF PIPE ON EACH SIDE OF i'� 3_.:E ncr SEC rIVE FAVEMENT MARKERS SHALL bE INSTALLED
OFF OF (ADJACENT TO FIRE HYDRANTS.
RUN -SIDE JOINTS AND INSTALL A FULL ��, C n nT�l `
y y\
TEE RUN (WHERE POSSIBLE). �,
0 40 60 120 160 v_ A
Y x:
ii11uCE i0Ylol■IrI cI►�I>�OIiII6 APPROVED BY APPROVED BY bft DATE No. 3,3950
't
EV. 6-30-1
SCALE; I" = 40'
DATE /I•11•!ip DATE • CHECKED BY '�,c,v,,. IMPROVEMENT DISTRICT 16
PREPARED UNDER THE SEAL EASTERN MUNICIPAL WATER DISTRICT - — DATE 31!l °� a"`'f PRESSURE ZONE 1872
SUPERVISION OF
p lI REVISIONS REFERENCE DWGS SERV. AREA 414135
GFB-FRIEDRICH 8 ASSOC., INC.L J. � 1y Im I 4L DATE INITIAL DESCRIPTION APP'VD APPROVED BY: cxxmmO w.
� � 0. a7 -i;2
CNS ENGNEER OF 9 VWNS ATE W I N D S TO ISE VdaY C.O. M 4
6529 RIVERSIDE AVEMJE SUITE 230' S, . INITIAL DATE COOAD.
SEWER 8 WATER
� PROJECT ENG. 1Z 10 /� �- PLAN 8 PROFILE
-sNEET 2 �i 2
j Zr
RIYIRSIDf, CALIF: �?5p6 DoNAt-p W. aFRGt+ o�TE �' ' APPROVAL� INsf�€cfioiJ — _. _ --
(909) 781-0811 RCE NO. 28949 F MON DEPARTMENT �`LJATE
EXP. 3-31-99 WTR. OPERATIONS RI SIDE COUNTY, CALIF D - '
SWR. OPERATIONS ' ' -TRACT NO. 23234-2 so-