908z_wtGARBONI ROAD
PAR.2 PARI
,n PA R. 3
t
I
SHEET 2
GENERAL NOTES
I. ALL WORK SHALL CONFORM TO THE DESIGN AND CONSTRUCTION STANDARDS OF
THE EASTERN MUNICIPAL WATER DISTRICT (E.M.W.D.) FOR WATER FACILITIE15.
2. THE CONTRACTOR SHALL KEEP A COMPLETE RECORD OF ANY CONSTRUCTION
CHANGES AND SHALL MAKE SUCH INFORMATION AVAILABLE TO THE PRIVATE
ENGINEER FOR PREPARATION OF "AS -BUILT" DRAWINGS. THE "AS -BUILT"
DRAWINGS SHALL BE SUBMITTED TO EMWD FOR APPROVAL PRIOR TO.
ACCEPTANCE OF THE PROJECT.
3. OPEN TRENCH AT ANY ONE TIME SHALL BE LIMITED TO 500 FEET ALONG ROAD
RIGHT-OF-WAY UNLESS OTHERWISE APPROVED BY THE DISTRICT, TRENCH SHALL
BE BACKFILLED AND COMPACTED AT THE CONCLUSION OF EACH DAY.
4. SURFACE IMPROVEMENTS DAMAGED OR REMOVED AS A RESULT OF THE
CONTRACTORS OPERATIONS SHALL BE RECONSTRUCTED BY THE CONTRACTOR
TO THE LOCAL GOVERNING AGENCIES REQUIREMENTS.
5. ALL REVISION'S TO THESE DRAWINGS MUST BE APPROVED BY EMWD.
6, IT IS THE CONTRACTORS RESPONSIBILITY TO PROTECT ALL STREET MONUMENTATION
IN PLACE IF ANY' MONUMENT IS DISTURBED OR DESTROYED, THE CONTRACTOR
WILL BE REQUIRED TO CONTRACT WITH A REGISTERED LAND SURVEYOR FOR
THE RE-ESTABLISHMENT AND MAPPING OF THE DESTROYED MONUMENT.
7. QUANTITIES AS SHOWN HEREON ARE FOR BOND ESTIMATE PURPOSES ONLY.
NEITHER THE PRIVATE ENGINEER SIGNING THESE PLANS NOR EMWD
GUARANTEE THEIR ACCURACY OR COMPLETENESS.
8. THE CONTRACTOR SHALL OBTAIN ALL UTILITY AND OTHER AGENCY PERMITS
FOR THE CONSTRUCTION OF THESE FACILITIES.
Underground Service Alert
o Call: TOLL FREE
(1((�► 1-500
422-4133
TWO WORKING DAYS BEFORE YOU DIG
The private engineer signing these plans is responsible for assuring the accuracy
and acceptability of the design hereon. M the event of discrepancies arising after DATE 8Y MARK
county approval or during construction, the private engineer shag be responsible
for determining an acceptable solution and revising the plans for approval by ENGINEER
the county. DESIGNED BY LEE
RM. NO. 27.932
WATER IMPROVEMENT PLANS
e
MUELLER LANE- WE"-I.ANE h a
f
SCALE 1 100'
CARE
ir SHEET 3
VICINITY MAP
SCALE: i"= IMILE
2 MILE 3 MILE 4
PRIVATE ENGINER'S NOTICE
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES
SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS.
TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT
THOSE SHOWN ON THIS PLAN. THEj CONTRACTOR IS REQUIRED TO TAKE ALL PRE-
CAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES
OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLEFOR THE
PROTECTION OF AND ANY DAMAGE TO THESE LINES OR STRUCTURES.
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSI-
BILITY FOR JOB SITE CONDITIONS DURING THE COURSE *OF CONSTRUCTION OF THIS
PROJECT, INCLUDING 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 HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNEC-
TION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR
LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
CAUTION: THE ENGINEER PREPARING THESE PLANS WILL KITT BE RESPONSIBLE FOR,
OR LIABLE FOR, UNAUTHORIZED CHANGES TO 9R USES OF TWSE PLANS. ALL
CHANGES TO THESE PLANS MUST BE REQUESTED IN WRITING AND MUST BE
APPROVED BY THE PREPARER OF THESE PLANS.
WATER APPROVED BY:
EASTERN MUNICIPAL WATER DISTRICT
r t A (
L ENG
APPROVALS
REVISIONS
DRAWN BY, CHECKED BY
M
A p
No. 339600
t •30-?
A.
No. 37243 n
Fxp.6-30-96
�f
s,civ'r,
1Z" V.U.C. WATIR
D-14387
129
E.M.W.D. WATER NOTES
1. WATERLINE 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.
t
3. ALL SERVICE CONNECTIONS SHALL BE 1" SERVICES x 3/4"
METERS (TYPE "B") UNLESS OTHERWISE NOTED: AND SHALL
BE LOCATED AS SHOWN ON THE PLANS, ADJUSTED AS NECESSARY
TO MISS DRIVEWAYS. SERVICES SHALL BE JNSTALLED IN ACCORD-
ANCE WITH STD. DWG. B-590A,TYPE "B" l
4. AIR VALVES SHALLE INSTALLED IN ACCORDANCE WITH STD.
DWG. 8-598 (TYPE "I.
5. WATER SYSTEM PROFILE ELEVATIONS ARE TO CENTERLINE
(CENTERGRADE)OF PIPE.
6. ALL PVC PIPE THROUGH 12 INCH SHALL BE TYPE C- 900, CLASS
150 EXCEPT WHERE NOTED OTHERWISE. PIPE SHALL CONFORM
TO AWWA SPECIFICATIONS.
T. INSTALL LOCATOR WIRE OVER WATER MAIN PER STD. DWG. 8-656,
8. FIRE HYDRANTS SHALL BE INSTALLED IN ACCORDANCE WITH STD,
DWG. B-362 COLOR CODED ORANGE. (RESTRAIN ALL JOINTS)
a d
9. FITTINGS FOR P.V.C. PIPE SHALL BE DUCTILE OR GREY IRO -N.
FITTINGS SHALL BE FLANGED, BOLTED MECHANICAL I.IOINTS OR
LEGEND PUSH -ON JOINTS, AND SHALL BE CEMENT MORTAR LINED AND TAR
(SEAL) COATED PER E.M.W.D. STANDARDS. AND SPECIFICATIONS.
RESILIENT SEAT GATE VALVE 10, POLYETHYLENE ENCASEMENT: ALL DUCTILE OR GREY IRON FITTINGS
SHALL BE POLYETHLENE ENCASED AT THE TIME OF INSTALLATION`
WATER SERVICE CONNECTION (B -590A, TYPE'B') PER E.M.W.D. STANDARDS AND SPECIFICATIONS.
11. JOINT RESTRAINERS (INSTEAD OF THRUST BLOCKS) SHALL BE USED
STANDARD FIRE HYDRANT (B-362) ON ALL MAIN LINE PIPE JOINTS WITHIN SPECIFIED LIMITS, AND ON
ALL JOINTS OF WATER APPURTENANCE LATERALS OFF MAINLINE,
PER E.M.WD. SPECIFICATIONS. .
WATERLINE
EXISTING WATERLINE
REDUCER
---�}* COMBINATION A.V. 81 A.R. (8-598, TYPE"D")
HUB/ M.J. FITTING END
RESTRAINED HUB/M.J. FITTING END
1
1
QUANTITY ESTIMATE WATER CERTIFICATION
I CERTIFY THAT THE DESIGN OF THE WATER SYSTEM IN P.M. NO. 27932
8" PVC WATERLINE, C-900, CL 150 1561 L.F. IS IN ACCORDANCE WITH THE WATER SYSTEM EXPANSION PLANS OF THE EASTERN
F.H. ASSEMBLY (8-362) 1 EA. MUNICIPAL WATER DISTRICT, AND THAT THE WATER SERVICE, STORAGE AND
DISTRISERVICE TO
RELOCATE 1" A.V. a A.R. (8-598, TYPE "D`) I EA. PARCEL. MAP, THISUTIONTEM CERTIFICAT ON DOES NOT CONSTITUTEWILL BE ADEQUATE TO PROVIDEWER ATGUARANTEE THATHIS IT
I" WATER SERVICE CONNECTION: (B -590-A, TYPE "B") 2 EA. WILL SUPPLY WATER TO SUCH PARCEL MAP AT ANY SPECIFIC QUANTITIES, FLOWS OR
450 BEND (B") 2 Eq PRESSURES FOR FIRE PROTECTION OR ANY OTHER PURPOSE.
8"x 12" ECCENTRIC REDUCER I EA. EASTERN MUNICIPAL WATER DISTRICT
REMOVE TEMP. B.O. ASSY. 1 EA. i
8" R. S.G.V. I EA. BY: Vv;� J . DATE;
REMOVF_a REPLACE FENCE 20 L.F. CIVIL ENGINEER OF SUBDIVISIONS
8" BLIND FLANGE I EA.
8"FxH ADAPTER I EA. NOTIFICATIONS
AT LEAST TWO WORKING DAYS PRIOR TO COMMENCING CONSTRUCTION
CONTRACTOR SHALL NOTIFY:
EASTERN MUNICIPAL WATER DISTRICT (909)-766-1830, ATTENTION: JIM WYATT,
TIME LIMITATION UNDERGROUND SERVICE ALERT (U,S,A•) 1-(800)-227-2600
60. CALIF. GAS CO. (ALSO U.S.A.)
THE TIME LIMIT ON DRAWINGS APPROVAL SHALL BE SIX (6) MONTHS FROM THE DATE
ON THE CERTIFICATION. IF CONSTRUCTION HAS NOT COMMENCED WITHIN THE STATED SO. CALIF. EDISON CO. (ALSO U.S.A.)
TIME, E.M.W.D. REQUIRES THE DRAWINGS TO BE REVIEWED BY THE DEVELOPER/DESIGN ENGINEER FOR POSSIBLE
CHANGES IN MASTER PLANNED SIZING AND CHANGES IN SPECIFICATIONS AND GENERAL TELEPHONE (ALSO U.S.A.)
STANDARDS.
COPYRIGHT WEST COAST ENGINEERING. 1996
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DATE GFZ I�!
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WEST COAST
2177 Le Grande Dr.
ENGINEERING
Hemet CA 92544
Fd T TRANSP07 -. N DEPT. RIVERSIDE COUNTY, CALIF.
O.E. $ _S 9-5
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909 • 658 — 1048
NO.
EXP. DATE
AAP�PRROVED BY DAT je� 42 got-
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SCALE 4s swoww
BENCHMARK tLEV. 1477.48
7,5K 7.0 B.CR. kkl CDR CRAIG AND BR ZZP
DATE
R.C.E. NO.
EXP. DATE
T4AI1JRRr 1396
RIVERSIDE COUNTY
P.M. NO. 27932
WATER IMPROVEMENT PLAN
ITLE AND INDEX SWEET
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