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TR. 30866
SITE
SOUTH /WEST
R/W
AWOATOR POND ROAD
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., SAVANNA LA MAR I DR
VICINITY MAP
SECTION 8, TSS, WE, SBM
NTS
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12'
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29 I
SIDEWALK -'
PROP C &G
3' COVER
AT FINAL VARIES
GRADE 7.90'- 10.03'
PROP 8" VCP
SEWER MAIN
TYPICAL SECTIO
LEGEND
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INDICATES PROPOSED WATER MAIN
- -----
INDICATES EXISTING WATER MAIN
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INDICATES PROPOSED SEWER MAIN
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INDICATES EXISTING SEWER MAIN
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INDICATES FIRE HYDRANT
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INDICATES WATER METER
3,
INDICATES GATE VALVE
INDICATES BUTTERFLY VALVE
4.
INDICATES MANHOLE
INDICATES CLEANOUT
5.
INDICATES SEWER LATERAL
2%
WORLD DEVELOPMENT, INC.
74-333 HIGHWAY 111, SUITE 103
PALM DESERT, CA 92260
PH: (760)568-2955
SOILS ENGINEER:
SLADDEN ENGINEERING
39 -725 GARAND LANE, SUITE G
PALM DESERT, CA 92211
PH:(760\ 772 -3893
NOTE:
THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR THE ACCURACY AND ACCEPTAMUTY
OF THE DESIGN HERON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING
CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE
SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY.
APPRO R r
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ALL MATERIALS SHALL BE NEW. THE MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE STANDARD
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CONSTRUCTION AT (760) 345 -2694 AND SHALL COORDINATE ALL TIE -INS AND PROJECT SCHEDULING.
3,
THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (USA) AT 1- 800 - 227 - 2700 48 HOURS
PRIOR TO THE START OF ANY EXCAVATIONS,
4.
NO CONSTRUCTION IS AUTHORIZED WITHOUT THE APPROPRIATE PERMITS ISSUED BY THE COUNTY OF
RIVERSIDE.
5.
ALL BACKFILL SHALL CONFORM TO RIVERSIDE COUNTY STANDARDS.
6.
TE OF QUANTITIES:
N
( IN FEET )
1 inch = 100 it,
DATE — S-5 - Of
79-440 COI - MTE CM IM DPoVE, WE 107
LA GNNTA, CA 02253
PH; `760) 771 -62Y FAX (760) 771 -6138
PREPARED BY. LLOYD W. WATSON R.C.E. NO. 26662
DATE: o
(SEE ABOVE)
AS NOTED
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AS-BUILT PLAN
CORRECTIONS NOTE 7 9
glCki,,?uRE:_
THE REQUIRED WATER SYSTEM FOR FIRE PROTECTION, INCLUDING FIRE HYDRANTS, SHALL BE INSTALLED
AND ACCEPTED BY THE APPROPRIATE WATER AGENCY PRIOR TO ANY COMBUSTIBLE BUILDING MATERIAL
PLACED ON AN INDIVIDUAL LOT,
BLUE RETRO REFLECTIVE PAVEMENT MARKERS SHALL BE INSTALLED ON PRIVATE STREETS. PUBLIC
STREETS, AND DRIVEWAYS TO INDICATE LOCATION OF FIRE HYDRANTS. PRIOR TO INSTALLATION, THE
INDIC FIRE SERVICES MUST APPROVE PLACEMENT OF MARKERS.
MEMl
_ 41ST_ A\/E - .- _
GENERAL WATER NOTES:
1.
ALL MATERIALS SHALL BE NEW. THE MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (SSPWC), THE AMERICAN WATER WORKS ASSOCIATION
(AWWA) LATEST EDITION AND THE MYOMA WATER COMPANY. FAILURE TO MEET ANY SUCH
SPECIFICATIONS SHALL BE CAUSE FOR REJECTION.
2.
THE CONTRACTOR SHALL NOTIFY THE MYOMA WATER COMPANY 48 HOURS PRIOR TO THE START OF
CONSTRUCTION AT (760) 345 -2694 AND SHALL COORDINATE ALL TIE -INS AND PROJECT SCHEDULING.
3,
THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (USA) AT 1- 800 - 227 - 2700 48 HOURS
PRIOR TO THE START OF ANY EXCAVATIONS,
4.
NO CONSTRUCTION IS AUTHORIZED WITHOUT THE APPROPRIATE PERMITS ISSUED BY THE COUNTY OF
RIVERSIDE.
5.
ALL BACKFILL SHALL CONFORM TO RIVERSIDE COUNTY STANDARDS.
6.
THE MINIMUM COVER FOR WATER DISTRIBUTION MAINS SHALL BE 36 INCHES. STREETS SHALL BE
BROUGHT UP TO SUBGRADE AND SEWERS INSTALLED PRIOR TO INSTALLATION OF THE WATER MAINS.
7.
WATER MAINS AND SERVICE SUPPLY LINES SHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY AND
ONE FOOT VERTICALLY ABOVE ANY PIPELINE CONVEYING SEWAGE OR STORMWATER, EXCEPTING THAT
HORIZONTAL CLEARANCE FROM STORMWATER PIPELINES MAY BE REDUCED TO 4 FEET. FURTHER, WATER
MAINS SHALL BE NOT LESS THAN ONE FOOT ABOVE PERPENDICULAR PIPELINES CONVEYING SEWAGE OR
STORMWATER AND NO WATER MAIN JOINT SHALL. BE LOCATED WITHIN 8 HORIZONTAL FEET OF SUCH
PERPENDICULAR CROSSING.
8.
ALL NEW MAINS SHALL BE CLASS 150 PVC, OF SAME MANUFACTURE, MEETING THE REQUIREMENTS OF
AWWA C900. FITTINGS SHALL BE SIZED TO MEET C900 OR DUCTILEIRON PIPE SIZE (DIPS). DETECTABLE
METALLIC TAPE OR WIRE SHALL BE PLACED ALONG ALL PVC MAINS.
9.
PIPELINE JOINTS SHALL BE OF BELL AND SPIGOT TYPE WITH RUBBER O- RINGS,
10,
PRIOR TO EACH JOINT CONNECTION, THE INSIDE OF THE BELL AND THE OUTSIDE OF THE SPIGOT SHALL
BE FULLY CLEANED. JOINT LUBRICANTS SHALL CONFORM TO PIPELINE MANUFACTURERS
RECOMMENDATIONS.
11,
C900 PIPE SEGMENTS SCRATCHED DEEPER THAN 10% OF WALL THICKNESS SHALL BE REJECTED.
12,
MAXIMUM PIPELINE JOINT DEFLECTION SHALL NOT EXCEED 5° OR MANUFACTURERS SPECIFICATION,
WHICHEVER IS LESS.
11
GATE VALVES SHALL CONFORM TO AWWA C500 CONSISTING OF CAST IRON BODIES AND MANUFACTURED
BY CLOW, MUELLER OR APPROVED EQUAL.
14.
FIRE HYDRANTS SHALL BE 6" SUPER FIRE HYDRANTS, JAMES JONES NO. J -3765 OR APPROVED EQUAL.
HYDRANTS MUST BE INSTALLED AT A MINIMUM DISTANCE OF 330' APART.
15.
THRUST BLOCKS OR JOINT RESTRAINTS SHALL BE PLACED AT ALL TEES, REDUCERS, BENDS AND
ENDCAPS.
16,
SERVICE CONNECTIONS TO C900 MAINS SHALL BE MADE THROUGH A SERVICE SADDLE, PRIOR TO SADDLE
INSTALLATION THE PIPE PORT OPENING SHALL BE ACCOMPLISHED USING A HOLE SAW, PIPE SHALL NOT
BE DRILLED OR TAPPED. CORPORATION STOPS SHALL BE FULLY SECURED TO SADDLES PRIOR TO
INSTALLATION ON PIPE. SADDLES SHALL BE DOUBLE STRAP BRONZE, SIZED FOR PVC PIPE (ACP
SADDLES PROHIBITED) AND PROVIDE SUPPORT AROUND THE FULL CIRCUMFERENCE OF THE PIPE. WHEN
INSTALLED, SADDLES MUST FULLY AUNG WITH SAWED HOLE IN PIPE. SADDLES SHALL BE FITTED EVENLY
AND TO PROPER TORQUE VALUES.
17.
ALL SERVICES SHALL BE 1" CONTINUOUS COPPER TUBE, TYPE "K ", CONFORMING TO ASTM -888, WITH
COMPRESSION FITTINGS. THE CONTRACTOR SHALL SUPPLY A MUELLER B -25028 BALL VALVE
CORPORATION STOP AT THE MAIN AND A FULL PORT BRONZE BALL VALVE ANGLE METER STOP AT THE
TERMINATION OF THE SERVICE LINE. SERVICE LINES SHALL RUN IN PAIRS TO COMMON LOT CORNERS
UNLESS OTHERWISE INDICATED AND SHALL SERVE ONE METER ONLY.
400 18,
ALL SERVICES SHALL TERMINATE INSIDE A METER BOX SUPPLIED BY THE CONTRACTOR. THE METER
BOXES SHALL BE LOCATED BEHIND THE SIDEWALK AND SHALL BE P -W4 -0 POLYMER WITH COVER AND
READER LID.
19.
THE LOCATION OF HOUSE WATER LATERALS SHALL BE MARKED AT THE CURB WITH A "W" CHISELED OR
PERMANENTLY MARKED ON THE CURB AT THE LOCATION OF THE HOUSE LATERAL; AND AN APPROPRIATE
MID -RANGE OR FULL RANGE MAGNETIC MARKER MANUFACTURED BY 3M ELECTRICAL PRODUCTS DIVISION,
SCOTCHMARK MARKER LOCATOR (EMS) OR EQUAL SHALL BE PLACED ONE FOOT BELOW THE FINISHED
GROUND SURFACE DIRECTLY ABOVE THE CORPORATION STOP.
20,
AIR AND VACUUM RELEASE VALVES SHALL BE INSTALLED AT HIGH POINTS PER PLAN OR AS DIRECTED BY
THE INPECTOR.
21,
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF FITTINGS AND APPURTENANCES FOR
PRESSURE TESTING AND CHLORINATION OF ALL NEW WATER MAINS AND RELATED PIPING.
22.
UPON COMPLETION OF THE PIPELINE INSTALLATION AND PRIOR TO FINAL INSPECTION, THE NEWLY
INSTALLED SYSTEM SHALL BE PRESSURE CHECKED FOR LEAKAGE AND SHALL BE SUBSEQUENTLY FLUSHED,
DISINFECTED AND TESTED FOR BACTERIOLOGICAL QUALITY. THE WORK AREA SHALL_ THEN BE CLEANED
AND RESTORED TO IT'S ORIGINAL CONDITION OR BETTER.
21
VALVE BOXES SHALL BE ADJUSTEABLE WITH TELESCOPING EXTENSION PIECES AND SHALL UTILIZE J &
R#34T TRAFFIC VALVE BOX OR APPROVED EQUAL. CONCRETE COLLARS 9 INCHES IN DEPTH SHALL BE
PLACED AROUND THE VALVE BOXES AFTER ADJUSTMENT TO GRADE,
24,
ALL CONSTRUCTION MUST BE INSPECTED BY MYOMA AND NO TRENCH SHALL BE BACKFILLED PRIOR TO
APPROVAL BY THE INSPECTOR,
25.
PRIOR TO FINAL APPROVAL AND ACCEPTANCE, CONTRACTOR SHALL SUBMIT "AS- BUILT" DRAWINGS.
AS-BUILT PLAN
CORRECTIONS NOTE 7 9
glCki,,?uRE:_
THE REQUIRED WATER SYSTEM FOR FIRE PROTECTION, INCLUDING FIRE HYDRANTS, SHALL BE INSTALLED
AND ACCEPTED BY THE APPROPRIATE WATER AGENCY PRIOR TO ANY COMBUSTIBLE BUILDING MATERIAL
PLACED ON AN INDIVIDUAL LOT,
BLUE RETRO REFLECTIVE PAVEMENT MARKERS SHALL BE INSTALLED ON PRIVATE STREETS. PUBLIC
STREETS, AND DRIVEWAYS TO INDICATE LOCATION OF FIRE HYDRANTS. PRIOR TO INSTALLATION, THE
INDIC FIRE SERVICES MUST APPROVE PLACEMENT OF MARKERS.
MEMl
_ 41ST_ A\/E - .- _
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#P# WATER PLAN TR 30866 SHEET 2 - 1004C0.321PF: 050 6002 03- Dec -03 01:59 PM / 8.1600 -2