HomeMy WebLinkAboutW_5325_SIRWD STANDARD WATER NOTES:
A. THE WATER SYSTEM IS TO BE INSTALLED BY THE DEVELOPER. ALL WATER SYSTEM
WORK SHALL CONFORM TO THE DISTRICT'S "PROCEDURAL GUIDELINES AND GENERAL
DESIGN REQUIREMENTS" AND" CONSTRUCTION MANUAL", AS LAST REVISED.
B. THE DISTRICT ENGINEERING OFFICE SHALL BE CALLED FOR INSPECTION FOUR(4)
WORKING DAYS BEFORE START OF WORK AT (949) 453-5615.
C. A PRE-CONSTRUCTION CONFERENCE OF REPRESENTATIVES FROM AFFECTED
AGENCIES AND THE CONTRACTOR SHALL BE HELD ON THE JOB .SITE 48-HOURS
PR[OR TO START OF WORK.
D. THE WATER SYSTEM IS TO BE STAKED BY THE DEVELOPER'S ENGINEER AT A
MINIMUM 50-FOOT STATIONING IF THERE ARE NO EXISTING CURBS.
E. ANY WATER SERVICE FOUND TO BE WITHIN A DRIVEWAY OR SIDEWALK SHALL BE
R&\'.IOVED COMPLETELY AND REINSTALLED AT THE PROPER LOCATION AT NO COST
TO THE DISTRICT.
F. ALL MAIN LINE VAL YES SHALL BE MAINTAINED SO AS TO BE ACCESSIBLE DURING
TRACT DEVELOPMENT, AND ALL VAL VE STEM TOPS HA YING OVER 48-INCHES OF
COVER WILL REQUIRE AN EXTENSION AS PER ORA WING W-23.
G. IN RESIDENTIAL STREETS, TIIE TOP OF THE PIPE, 10--INCHES AND SMALLER, SHALL
BE A MINIMUM OF 42-INCHES BELOW THE FINISHED STREET SURFACE AND 48-INCHES
BELOW FINISHED STREET SURF ACDE ON ALL PRIMARY AND SECONDARY STREETS.
H. ALL FIRE HYDRANTS SHALL BE SET WITH THE BOTTOM FLANGE 4-INCHES ABOVE
THE CONCRETE PAD OR SIDEWALK WITHOUT THE USE OF SPOOLS AND SHALL BE
LOCATED A MINIMUM OF 3 FEET FROM THE ECR OR BCR AT INTERSECTIONS.
I. ALL WATER MAINS 6-INCHES THROUGH 12-INC!IES SHALL BE CLASS 200, A WW A
C-900 PVC, UNLESS OTHERWISE NOTED.
J. NO TAPS OR OTHER CONNECTIONS SHALL BE MADE TO EXISTING DISTRICT WATER
MAINS PRIOR TO CONDUCTING AN APPROVED PRF~5SURE TEST ON THE NEW WATER
DISTRIBUTION SYSTEM. TAPPING SLEEVES SHALL BE PRESSURE TESTED IN AN
APPROVED MANNER IN THE FIELD, IN THE PRESENCE OF THE DISTRICT INSPECTOR,
PRIOR TO TAPPING THE MAINLINE. TAPPING OF THE MAIN LINE SHALL NOT
PROCEED UNLESS A DISTRICT INSPECTOR IS PREESNT.
K. WHERE METERS AND METER BOXES ARE LOCATED WITHIN SLOPES, THE ANGLE
METER STOPS SHALL BE SO LOCATED THAT THE METERS AND BOXES WILL BE
PARALLEL AND FLUSH, RESPECTIVELY, WITH THE FINISHED SURFACE.
L. NO METER IS TO BE PLACED WITHIN ANY SIDEWALK OR DRIVEWAY AREA.
M. CURBS SHALL BE INSCRIBED WITH A "W' INDICATING LOCATIONS OF ALL DOMESTIC
WATER SERVICES BY MEANS OF A 4" GRINDER.
N. INDIVIDUAL PRESSURE REGULATORS ARE TO BE REQUIRED BY THE UNIFORM
PLUMBING CODE IF AVERAGE STATIC PRESSURE IS 80 PSI OR MORE.
0. CURBS SHALL BE INSCRIBED WITH TIE DOWNS FOR ALL VAL VE LOCATIONS BY
MEANS OF A 4" GRINDER.
P. THE CONTRACTOR SHALL EXPOSE ALL JOIN POINTS TO THE EXISTING RECLAIMED
WATER SYSTEM FOR VERIFICATION OF HORIZONTAL AND VERTICAL LOCATION BEFORE
CONSTRUCTION.
Q. FINAL INSPECTION FOR WATERLINE MUST INCLUDE WATER SAMPLES THAT WILL BE
TESTED FOR CONDUCTIVITY, TURBIDITY, AND ODOR. THE TURBIDITY MUST BE LESS
THAN 2.5 NTU AND THE ODOR MUST BE LESS THAN 1.0 TON, NOT TO INCLUDE
CHLORINE ODOR, TO BE ACCEPTABLE.
R. THE CONTRACTOR WORKING ON IRWD WATERLINES MUST HA VE A C-34 LICENSE OR
A CLASS A GENERAL CONTRAC..'TORS LICENSE.
S. CON'IRACTOR SHALL OBTAIN AND SHOW PROOF OF A DEWATERING PERMfl' FROM
THE STATE OF CALIFORNIA, REGIONAL WATER QUALITY CONTORL BOARD PRIOR TO
THE START OF CONSTRUCTION.
IRWD CONSTRUCTION NOTES : QUANTITIES:
CONSTRUCT NEW I" SERVICE CONNECTION TO EXIST. 6" PVC PIPE IN ACCORDANCE--I EA.
WITHIRWD STANDARDS W-1 & W-3 AND DIRECTIONFROMTIIB IRWDINSPECTOR.
INSTALL NEW I" DOMESTIC WATER METER PER IRWD STA.."!DARD W-1. -------! EA.
REMOVE CORP. STOP AND INSTALL BRASS PLUG AT MAIN AND ABANDON EXISTING --1 EA.
l" SERVICE IN ACCORDANCE WITH IRWD STANDARDS.
REMOVE EXIST. WATER METER AND RETURN TO IRWD ------------! EA.
SAW-CUT STREET, BACKFILL AND REPAVE WATER SERVICE TRENCH PER CITY----! EA.
OF NEWPORT BEACH STANDARD 105-L
CYPRESS STREET
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20362 S.W. CYPRESS ST. 20352 S.W. CYPRESS ST. 20342 S.W. CYPRESS ST.
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NOTICE TO CONTRACTORS: 1-------------1 PURSUANT TO ASSEMBLY BILL 3019, NO EXCAVATION PERMIT rs LEGEND:
DIG ALERT
CALL TOLL FREE
1-800-422-4133
AT LEAST TWO DAYS
BEFORE YOD DIG
UNDERGROUND SERVICE ALERT
OF SOUTHERN CALIFOR.c'\!IA
VALID UNLESS THE FOLLOWING IS PERFORMED:
1. UNDERGROUND SERVICE ALERT HAS BEEN CONTACTED AND
HASPR.OVIDEDINQUIRYI.0.# _______ ~
2. 11-JB UNDERSIGNED AGREES TO CONTACT AND OBT AlN AN
INQUIRY 1.D. # FROM UNDERGROUND SERVICE ALERT
(I-800--422-4133) AT LEAST TWO (2) WORKING DAYS
PRJOR TO TIIE COMMENCEMENT OF EXCAVATION.
S1GNED:.
J.
WM ----WATER METER
FHA ----FIRE HYDRANT
FDC ----FIRE DETECTOR CHECK
EM --·-ELECTRIC METER
TB ----TELEPHONE BOX
DWY. ---DRIVEWAY
A.C. -ASPHALT
WV ----WATER VALVE
PfV ----POST INDICATOR VALVE
D£SIGNED:
CH£CK£D: PJD :r
o------J1f ---STREET LIGHT ~ ----SEWER MANHOLE
(D ----TELEPHONE MANHOLE
-'i;f--·-· LJG!IT ON WALL '
/RY/NE RANCH
WATER DISTRICT
Irvine, Calil
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IIIVINIIWICII
Jl'l'III Dlffiltt
IRVINE RANCH WATER DISTRICT
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PREPARED BY:
DUCA-McCOY, INC.
3840 E. COAST HWY.
CORONA DEL MAR, CA 92625
(949) 675-4487
PREP~~ER THE~SIONOF:
VICINITY MAP
N.T.S.
E T
MESA DRIVE
• .. .,_:
IJ
PROJECT LOCATION
N.T.S.
20' o· 20· 40'
I I I I I
GRAPHIC SCALE: 1 " =20'
RCE# 24668
EXP. 12-31-09
DATE:t ·2.3,~ PETE DUCA IRWD CODE #5206
20352 CYPRESS STREET
WATER METER RELOCATION PLAN
PROJECT NUMBER _§..?..Q§ __
LEHN RESIDENCE
20352 CYPRESS STREET
SANTA ANA HEIGHTS, CA
SHEET
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