962p_wt1. WATER PIPELINE AND APPURTENANT CONSTRUCTION SHALL BE IN
ACCORDANCE WITH EMWD STANDARDS AND SPECIFICATIONS.
2. PRIOR TO CONSTRUCTION OF PIPELINE, CONTRACTOR SHALL EXPOSE
EXISTING WATER SYSTEM AND VERIFY ITS EXISTING ELEVATION AND
LOCATION.
3. ALL SERVICE CONNECTIONS SHALL BE 1" SERVICES X 1" METERS,
UNLESS OTHERWISE NOTED; AND SHALL BE LOCATED AS SHOWN ON THE
PLANS AND ADJUSTED AS NECESSARY TO MISS DRIVEWAYS. WATER
SERVICE ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE WITH STD.
DWG. B -590A, B -591, TYPE "B". ADJOINING LOT METER BOXES SHALL
BE PLACED TOGETHER AT PROPERTY LINES.
4. AIR VALVE ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE WITH
STD. DWG. B -598, TYPE "B".
5. WATER SYSTEM PROFILE ELEVATIONS ARE TO CENTERLINE (CENTER
GRADE) OF PIPE.
6. INSTALL LOCATOR WIRE OVER WATER MAIN PER STD. DWG. B -656.
7. FIRE HYDRANT ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE
WITH STD. DWGS. B -362, PAINTED WITH GREEN TOPS AND NOZZLE
CAPS, WITH CHROME YELLOW BARREL, CLASS A RATED 1000 GPM AT 20
PSI STANDARD 6 "x4 "x2 -1/2" WET BARREL. HYDRANT MARKERS PER
DETAIL SHEET 2.
9. APPROVED RWQCTION PRESSURE %kCKFFLOLd PREVEUT16N DEVIC (R9g7A) (9 - 9876) 4 (13-597c)
REQUIRED FOP ALL IAIDUSTRIA) COMMEROM Ap1lQT1MEAITCONYIEXES RtUD LAAIDSCAPE CERVICES',
TEMPORARY BLOW -OFF ASSEMBLY SHALL BE INSTALLED IN
ACCORDANCE WITH STD. DWG. B -568.
IO.ALL P.V.C. PIPE THROUGH 12 INCH SHALL BE TYPE C -900, DR -18,
EXCEPT WHERE NOTED OTHERWISE. PIPE SHALL CONFORM TO AWWA
SPECIFICATIONS.
11.. 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 EMWD STANDARDS AND SPECIFICATIONS.
12. ALL DUCTILE OR GRAY IRON FITTINGS SHALL BE POLYETHYLENE
ENCASED AT THE TIME OF INSTALLATION PER EMWD STANDARDS AND
SPECIFICATIONS.
13. A JOINT RESTRAINT DEVICE SHALL BE USED ON ALL MAIN LINE PIPE
JOINTS WITHIN SPECIFIED LIMITS AND ALL JOINTS OF WATER
APPURTENANCE LATERALS OFF MAIN LINE, PER EMWD STD. DWG. B -663.
14. PRESSURE REGULATING VALVES ARE REQUIRED ON EVERY LOT.
EMWD SEWER NOTES
1. SEWER SYSTEM CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH
EMWD'S STANDARDS AND SPECIFICATIONS.
2. GRAVITY SEWER PROFILE ELEVATIONS ARE TO FLOW LINE (CONDUIT INVERT).
3. CONTRACTOR HAS THE OPTION TO INSTALL PLASTIC OR VCP SEWERS EXCEPT WHERE
SPECIFICALLY DESIGNATED ON PLANS PER EMWD STANDARDS AND SPECIFICATIONS.
4. MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH STANDARD DRAWINGS
SB -53 AND SB -61, AS APPLICABLE. SEWER MAINS MAY BE LAID THROUGH THE
MANHOLES AND USED AS A FORM FOR THE INVERT.
5. ALL LATERALS SHALL HAVE AN ON -SITE CLEANOUT IN ACCORDANCE WITH STANDARD
DRAWING SB -52.
6. 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 EMWD.
7. 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.
8. RECONSTRUCTION OF EXISTING MANHOLES SHALL BE SCHEDULED AT THE CONVENIENCE
OF EMWD AND SHALL BE COMPLETED WITHIN FIVE WORKING DAYS FOLLOWING ITS
COMMENCEMENT.
r
T
9. SEWER LATERALS SHALL BE CONSTRUCTED IN ACCORDANCE WITH SB -177. 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"
IN DIAMETER UNLESS OTHERWISE SHOWN ON PLANS.
10. THE CONTRACTOR IS ADVISED THAT THE WORK ON THIS PROJECT MAY INVOLVE
WORKING IN A CONFINED AIR SPACE. CONTRACTOR SHALL BE RESPONSIBLE FOR
"CONFINED AIR SPACE" ARTICLE 108, TITLE 8, CALIFORNIA ADMINISTRATIVE CODE.
11. WHERE GROUNDWATER IS ENCOUNTERED, ALL VCP PIPE SHALL BE TREATED FOR
ABSORPTION RESISTANCE PER EMWD'S SPECIFICATIONS.
12. BACKWATER VALVES SHALL BE INSTALLED PER SECTION 710.1 OF THE UNIFORM
PLUMBING CODE.
13. ALL PIPE ZONE BEDDING AND TRENCH BACKFILL ARE TO BE PER STANDARD DRAWING
SB -157, SB -158 AND SB -159.
I CERTIFY THAT THE DESIGN OF THE WATER SYSTEM IN TRACT NO.
36418 IS IN ACCORDANCE WITH THE REQUIREMENTS PRESCRIBED BY
THE RIVERSIDE COUNTY FIRE DEPARTMENT.
JENS THIELMANN DATE
WATER CERTIFICATION
a I CERTIFY THAT THE DESIGN OF THE WATER SYSTEM IN TRACT NO. 36418 IS IN
ACCORDANCE WITH THE WATER SYSTEM EXPANSION PLANS OF THE EASTERN MUNICIPAL
WATER DISTRICT, AND THAT THE WATER SERVICE, STORAGE AND DISTRIBUTION SYSTEM WILL
BE ADEQUATE TO PROVIDE WATER TO SUCH TRACT. THIS CERTIFICATION DOES NOT
CONSTITUTE A GUARANTEE THAT IT WILL SUPPLY WATER TO SUCH TRACT AT ANY SPECIFIC
QUANTITIES, FLOWS OR PRESSURES FOR FIRE PROTECTION OR ANY OTHER PURPOSE.
:4 2 E 1 110112.3 _ l' "_19OR 1
DY: 11 13
CIVIL ENGINEER OF SUBDIVISI S DATE
SHEET INDEX
1 TITLE SHEET
2 INDEX SHEET
3 ARROWLEAF LANE 10 +00 TO 18 +45.82
4 JASMINE LANE 10 +00 TO 18 +93.22
1 Iltt!I h w I.riuI� ri irrr 11 'r � 1l I� zttu !, i9!! �'
JA
4 AM,] 4
\• i
AT LEAST 48 HOURS PRIOR TO COMMENCING CONSTRUCTION, CONTRACTOR SHALL NOTIFY:
EASTERN MUNICIPAL WATER DISTRICT - FIELD ENG. DEPT.
(951) 928 -3777 EXT. 4830
UNDERGROUND SERVICE ALERT
(USA) 1 (800) 227 -2600 OR 811
RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT 951 -955 -6885.
ALL OTHER AGENCIES THAT ARE NOT MEMBERS OF USA.
Ik o
THE EXISTENCE AND LOCATIONS OF ALL UNDERGROUND UTILITIES SHOWN (MAIN UNES -NO LATERALS OR SERVICES
SHOWN) ON THE DRAWINGS WERE OBTAINED FROM AVAILABLE RECORDS AND ARE APPROXIMATE. NEITHER THE
OWNER NOR THE ENGINEER ASSUMES ANY RESPONSIBIUTY FOR UTILITIES NOT SHOWN OR NOT IN THE LOCATION
SHOWN. THE CONTRACTOR SHALL DETERMINE THE DEPTH AND LOCATION OF EXISTING UNDERGROUND UTILITIES
PRIOR TO TRENCHING AND SHALL BE REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ALL UNES
SHOWN AND /OR ANY OTHER UNDERGROUND UTILITIES NOT OF RECORD OR NOT SHOWN ON THE PLANS. CALL
UNDERGROUND SERVICE ALERT 1- 800 - 227 -2600 AT LEAST 48 HOURS PRIOR TO EXCAVATION.
i ' EL •
■
RIVERSIDE COUNTY B.M. T- 49 -81, 2.5" BRASS DISK IN CONC. CYLINDER LOCATED
AS FOLLOWS: FROM THE INT. OF RANCH CA. RD. & FRONT ST. 1.7 MI. NW ON
FRONT ST. /JEFFERSON AVE. TO THE INT. OF JEFFERSON & WINCHESTER RD. (HWY
79), 5.5 MILES NE ON WINCH. RD. (HWY 79) TO THE ]NIT, OF WINCH. AND BENTON
RD., .05 MI. W. ON BENTON RD TO THE BENTON/BRIGGS ROAD INT., 0.5 MI. N ON
BRIGGS RD TO THE BRIGGS /THOMPSON RD INT., 200' E. OF THE INT., 22' S. OF
THE CA THOMPSON RD. NEAR THE NW COR OF 16' X 22' CHAIN LINK FENCE
AROUNND SOUTHERN CAL. GAS CO. VALVES. WIRED PADDLE MARKED TO FENCE.
1. PERMITS FROM OTHER AGENCIES. APPROVAL BY EMWD IMPLIES NO PERMISSION OTHER
THAN THAT WITHIN THE DISTRICT'S JURISDICTION. ALL PERMITS REQUIRED BY LAW SHALL BE
ACQUIRED BY THE DEVELOPER OR HIS CONTRACTOR. REQUIREMENTS OF EMWD SHALL TAKE
PRECEDENCE OVER REQUIREMENTS OF OTHER AGENCIES ONLY WHERE EMWD REQUIREMENTS
ARE GREATER.
2. COORDINATION OF WORK. THE PROPOSED WORK SHALL BE SUBORDINATED TO ANY
OPERATIONS EMWD MAY CONDUCT AND SHALL BE COORDINATED WITH SUCH OPERATIONS AS
DIRECTED BY EMWD.
3. APPROVAL OF GRADES. APPROVAL BY EMWD OF A PROPOSED CONNECTION TO AN
EMWD FACILITY DOES NOT IMPLY APPROVAL OF THE CORRECTNESS OF THE ELEVATIONS
SHOWN ON THE PLAN.
4. STANDARDS OF CONSTRUCTION ALL WORK SHALL CONFORM TO THE RECOGNIZED
STANDARDS OF CONSTRUCTION AS REQUIRED AND APPROVED BY EMWD.
5. WATERLINE INSTALLATION TO BE MADE FOR EASTERN MUNICIPAL. WATER DISTRICT.
6. ALL MATERIALS TESTING AND INSPECTION OF PIPE SHALL BE IN CONFORMITY WITH THE
REQUIREMENTS OF RIVERSIDE COUNTY AND THE AMERICAN WATER WORKS ASSOCIATION
(AWWA) STANDARDS.
7. WATER AND SEWER SEPARATION SHALL CONFORM TO THE STATE HEALTH CODE
STANDARD.
8. FAILURE TO MEET ANY OF THE REQUIREMENTS OF RIVERSIDE COUNTY AND THE AWWA
SPECIFICATIONS WILL BE CAUSE FOR REJECTION.
9. MINIMUM WATER PIPE COVER SHALL BE 48 INCHES.
10. ALL MATERIAL USED AND INSTALLATION SHALL CONFORM TO RIVERSIDE COUNTY
SUBDIVISION IMPROVEMENT ORDINANCE NO. 461.
11. LOCATION OF ALL WATER /SEWER FACILITIES ABOVE GROUND SHALL CONFORM TO
RIVERSIDE COUNTY ROAD IMPROVEMENT STANDARDS AND SPECIFICATIONS.
12. PLACEMENT OF BLUE REFLECTIVE PAVEMENT MARKERS SHALL BE AS PER RIVERSIDE
COUNTY FIRE DEPT- GUIDELINES HANDOUT.
TIME LIMITATION
THE TIME LIMIT ON DRAWING(S) APPROVAL SHALL BE SIX (6) MONTHS FROM THE DATE
ON THE CERTIFICATION. IF CONSTRUCTION HAS NOT COMMENCED WITHIN STATED TIME,
EMWD REQUIRES DRAWING(S) TO BE REVIEWED BY THE DEVELOPER /DESIGN ENGINEER AND
RESUBMITTED TO EMWD FOR POSSIBLE CHANGES IN MASTER PLANNED SIZING AND
CHANGES IN SPECIFICATIONS AND STANDARDS
I CERTIFY THAT THE DESIGN OF THE SEWER SYSTEM IN TRACT NO. 36418 IS IN
ACCORDANCE WITH THE EASTERN MUNICIPAL WATER DISTRICT'S SEWER SYSTEM MASTER
PLAN, AND THE DISTRICT HAS PROGRAMMED ADEQUATE CAPACITY TO TREAT WASTES FROM
THE PROPOSED TRACT.
BY: ` �.
CIVIL ENGINEER OF B r r.
PL PL
R /W_ _SEWER LATERAL MIN
WATER LATERAL
H 10' MAX & 5' MIN
N.T.S.
COUNTY OF RIVERSIDE
FIRE DEPARTMENT
i
I,
EXISTING 18" SEWER PER D -34813
PROPOSED 8" WATER PER D- 34813
0
L'O
11
s
Li
."
CL
Li
r
C
EXISTING 1g' SEWER PER D -34813
PROPOSED 8" WATER PER D- 34813
EXISTING 8" SEWER PER D -34813
* 8 b e l ow.
re 8 11 C bef 1
PROPOSED 8" WATER PER D -34814
PROPOSED 18" SEWER PER D -34814
, I I ff .I
\ ,1-1
I
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41 I 40
PR PR
13 P2 11
O O
PR PR PR
4
— —
ESTIMATE OF QUANTITIES
— — -
'� oacROSE' �
CLINTON KIE(H SI
- EXISTING
16" WATER PER
WATER
—
— EXISTING
18" SEWER PER
D -34811
8" WATERLINE PVC C -900, DR -18
10
1668
LF
6' ELBOW
O
7
EA
PR
STD F.H. (B -362)
4
EA
1" SERVICE CONNECTIONS W/ 1" METER
50
EA
FIRE HYDRANT MARKER
4
EA
U
w °'
2" SERVICE CONNECTION W/ 1" METER
1
EA
2" SERVICE CONNECTION W/ 1.5" METER
L u
1
EA
CONSTRUCT PER DETAIL ON THIS INDEX SHEET
w w
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PRESSURE REGULATING VALVE
50
EA
VE
SEWER
d
VICINI
6' SEWER
r
=
1736
LF
MANHOLES
5
EA
SEC 31, US, RA, St's
TERMINUS MANHOLES
1
EA
4" SEWER LATERALS
50
EA
BACKWATER VALVE: LOTS 1 -4, 9 -13, 18 -22, 26 -28, 31 -33, 39, 43, 48 -50
—
25
EA
A PRESSURE REGULATING VALVE SHALL
BE INSTALLED ON EVERY LOT.
IP130011
PRESSURE ZONE:
M.V.
ELEV:
1627
WATER /SEWER APPROVED BY:
IV�I�SI
I.D.
U24
& U2
STERN MUNICIPAL WATER DISTRICT
w O.
43 13 34E
TRACT NO. 36418
c. ®.
SEWER AND WATER
COORD, 14 —A—:
E NGINEER S DATE
CIVIL ENGINEER F SUBDIVISIO
_
w MA
41 I 40
PR PR
13 P2 11
O O
PR PR PR
4
— —
— — -
'� oacROSE' �
CLINTON KIE(H SI
- EXISTING
16" WATER PER
D -34811
—
— EXISTING
18" SEWER PER
D -34811
J
10
9
B
aw
O
PR
Or
PR
PR
,, MH1 #5
7 6 5 1 1 2 1
PR PR PR O O
PR PR
11 SEWER PR PR MH #4/
- FH (B- 362) 8" WATER
�n E ET 3 FH (8 -362)
19 20 u u 21 22 23 24 25 26 27 28
O S O PR PR PR O
PR PR PR PR PR PR PR
8" SEWER
38 37 36 35 34 33 32 31 30 29 /J
PR PR PR pR PR O PR PR �/ p
PR PR PR I( l! Il
MH #1 s" SEWER MH #2----, 8" SEWER \/ �
FH (B -36
I T WATER
50 PR
51
PR
WATER QUALITY BASIN
m
WATER LEGEND
o-- SERVICE CONNECTION WITHOUT METER
�- SERVICE CONNECTION WITH METER
O 1" AR & AV
4-4 STANDARD F.H. (B -362)
JM[ RESILIENT SEAT GATE VALVE FxH
RESILIENT SEAT GATE VALVE FxF
K FxH ADAPTER
RESTRAINED FITTING END
]{ H x H REDUCER
- - - WATER LINE EXISTING OR PROPOSED BY OTHERS
WATER LINE
6" B.O. (8-568) TEMPORARY
D� 6" B.O. (B -357) PERMANENT
REDUCED PRESSURE
BACKFLOW DEVICE (B -597)
SEWER LEGEND
SEWER LINE
- - - SEWER LINE EXISTING OR PROPOSED BY OTHERS
SEWER LINE WITH LATERALS
0 MANHOLE
O BACKWATER VALVE
PR PRESSURE REGULATING VALVE
IMPLEMENTING FACILITIES
8" WATERLINE IN ROCKROSE LN. PER D- 34813.
18" SEWERLINE IN ROCKROSE LN. PER D- 34813.
8" WATERLINE IN PRAIRIE SUN WAY PER D- 34814.
18" SEWERLINE IN PRAIRIE SUN WAY PER D- 34814.
18" SEWERLINE THROUGH TRACT 32289.
�j
L N
c�
SCALE 1 " =50'
0' 50' 100' 150'
1 2 3"
FAI
'� oacROSE' �
CLINTON KIE(H SI
,,, o
z N
—
RD
�o BELT
J
P
uc U
Or
o
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19 3
Q
U
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ui
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d
VICINI
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=
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_
3
SEC 31, US, RA, St's
N.T.S.
m
WATER LEGEND
o-- SERVICE CONNECTION WITHOUT METER
�- SERVICE CONNECTION WITH METER
O 1" AR & AV
4-4 STANDARD F.H. (B -362)
JM[ RESILIENT SEAT GATE VALVE FxH
RESILIENT SEAT GATE VALVE FxF
K FxH ADAPTER
RESTRAINED FITTING END
]{ H x H REDUCER
- - - WATER LINE EXISTING OR PROPOSED BY OTHERS
WATER LINE
6" B.O. (8-568) TEMPORARY
D� 6" B.O. (B -357) PERMANENT
REDUCED PRESSURE
BACKFLOW DEVICE (B -597)
SEWER LEGEND
SEWER LINE
- - - SEWER LINE EXISTING OR PROPOSED BY OTHERS
SEWER LINE WITH LATERALS
0 MANHOLE
O BACKWATER VALVE
PR PRESSURE REGULATING VALVE
IMPLEMENTING FACILITIES
8" WATERLINE IN ROCKROSE LN. PER D- 34813.
18" SEWERLINE IN ROCKROSE LN. PER D- 34813.
8" WATERLINE IN PRAIRIE SUN WAY PER D- 34814.
18" SEWERLINE IN PRAIRIE SUN WAY PER D- 34814.
18" SEWERLINE THROUGH TRACT 32289.
�j
L N
c�
SCALE 1 " =50'
0' 50' 100' 150'
1 2 3"
FAI
rZaTa m
�fiwnm
0
w