HomeMy WebLinkAbout2483-20.tifDWP EASEMENT
A UT�MA T1 C CONTROLLER " s"
STATIONS
INDEPENDENT 115V/60CYC/2 AMP ELECTRIC CIRCUIT TO
BE PROW= BY DEVELOPER
EXACT LOCATION TO BE DETERMINED IN THE FIELD.
1
WATER METER 1O"
SYSTEM "S"
WATER METER SIZE r -H SERVICE LINE SIZE 2111
ELEVATION 1111 ZONEIF 13RASS
STATIC PRESSURE @_ 101
REGULATED PRESSURE 4V__ PSI C 17Gt.t 'l�
BACKFLOW UNIT SIZE I TYPE U
SYSTEM DESIGN FOR 6 GPM@ 00-- PSI
ADDITIONAL BOOSTER PRESSURE _07 PSI
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INSTALL I" SCH: 40 RIGID PVC SLEEVE WITH PULL ROPE AND SWEEPS
FROM CONTROLLER 'S' TO PROTECTED LOCATION INTO PHASE
AND NOTE ON AS
THREE. VERIFY LOCATION WITH CITY INSPECTOR
BUILTS.
IRRIGATION NOTES
1.
DRAWINGS ARE DIAGRAMMATIC. ALL EQUIPMENT
SHOWN IN PAVED AREAS ARE FOR DESIGN
CLARIFICATION ONLY AND SHALL BE INSTALLED IN
PASSING THROUGH THE SLEEVE. 18" MIN. COVER OVER SLEEVE UNDER ALL
PLANTING AREAS. THE CONTRACTOR SHALL LOCATE ALL
VALVES IN SHRUB AREAS. AVOID ANY CONFLICTS
BETWEEN THE SPRINKLER SYSTEM, PLANTING AND
CONTROL WIRING TO Bf IN SEPARATE SCH. 40 PVC SLEEVES OF ADEQUATE
ARCHITECTURAL FEATURES. IRRIGATION CONTRACTOR
SHALL REVIEW PLANTING PLANS PRIOR -TO INSTALLATION. _
- 2.
IT IS THE RESPONSIBILITY OF THE IRRIGATION
INSTALLED AT THE SAME DEPTH REQUIREMENTS AS THE MAINLINE UNDER
CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE
=
DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS,
STRUCTURES AND UTILITIES. THE IRRIGATION
SLEEVED IN SCH. 40 PVC, MIN 1" DIA. (VERIFY WITH CITY INSPECTOR).
CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS
DAMAGED BY HIS WORK. HE SHALL COORDINATES HIS
WORK WITH OTHER CONTRACTORS FOR THE LOCATION
PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE
AND INSTALLATION OF PIPE SLEEVES AND LATERALS
THROUGH WALLS, UNDER ROADWAYS AND PAVING, ETC.
3,
INSTALL ALL MATERIALS IN ACCORDANCE WITH
SHALL BE PERMITTED, BUT,SUBSTITUTiONS OF LARGER'
APPLICABLE CODES, ORDINANCES, MANUFACTURER'S
- - —
INSTRUCTIONS, DETAILS AND SPECIFICATIONS.
4.
PRIOR TO COMMENCEMENT OF WORK, THE CONTRACTOR
SHALL CONTACT THE LANDSCAPE ARCHITECT AND
3-28-97 CITY P.C. REVISIONS
COORDINATE ALL INSPECTIONS.
5.
CONTRACTOR SHALL PROVIDE 100% COVERAGE WITH
MINIMAL OVERSPRAY ONTO NON -PLANTED AREAS.
S.
THE CONTRACTOR SHALL PROVIDE AND KEEP UP TO DATE
A COMPLETE RECORD SET OF PRINTS WHICH SHALL BE
CORRECTED DAILY AND SHOW EVERY CHANGE FROM THE
FINAL LOCATION OF THE BACKFLOW PREVENTER AND ,
ORIGINAL DRAWINGS. BEFORE THE TIME OF THE FINAL
INSPECTION, THE CONTRACTOR SHALL TRANSFER ALL
INFORMATION FROM THE SET TO AN "AS -BUILT" SET ON
A REPRODUCIBLE MYLAR SEPIA, PROCURED FROM THE
LANDSCAPE ARCHITECT. ALL WORK SHALL BE NEAT AND
OWNER'S AUTHORIZED REPRESENTATIVE.
LEGIBLE.
7.
THE IRRIGATION CONTRACTOR SHALL VERIFY WATER
13
PRESSURES PRIOR TO CONSTRUCTION. REPORT ANY
DIFFERENCE BETWEEN THE WATER PRESSURE INDICATED
ON THE DRAWINGS AND THE ACTUAL PRESSURE READING
AT THE IRRIGATION POINT OF CONNECTION TO THE
OWNER'S AUTHORIZED REPRESENTATIVE.
8.
DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS
SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE
FIELD THAT UNKNOWN OBSTRUCTIONS, PRESSURE OR
GRADE DIFFERENCES OR DIFFERENCES IN THE ARE
DIMENSIONS EXIST AND SHOULD BE BROUGHT TO THE
ATTENTION OF THE OWNER'S AUTHORIZED
REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS
NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL
ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS
NECESSARY.
FOXBOROU
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RE RD DRAWING
"A$e &r MI OFAUTIM SWM ON THESE PLANS M8 PROVIDEa BY
Minor aawm to W"Um on eyN«r+ Wid plan" nW have occurred during
installation. These stments maintain the original design kft t. No
warrantee, or implied is offered by J. A., Inc. Contrsclar is
responsible for conformance of all Wridscape construction to all appiicaWe
codas, alsndtfie , regulations and o#w requirements.
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MAINLINE AND LATERAL LINE TO BE SLEEVED UNDER ALL PAVED AREAS WITH
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SCH. 40 PVC. SEPARATE SLEEVE FOR EACH PIPE SIZE TO BE 2 X DIA. OF PIPE
PASSING THROUGH THE SLEEVE. 18" MIN. COVER OVER SLEEVE UNDER ALL
SIDEWALKS AND 24" MIN. COVER UNDER ALL OTHER PAVING.
- 10.
CONTROL WIRING TO Bf IN SEPARATE SCH. 40 PVC SLEEVES OF ADEQUATE
r --r
SIZE TO ACCOMODATE WIRE BUNDLE (VERIFY WITH CITY INSPECTOR) AND BE
INSTALLED AT THE SAME DEPTH REQUIREMENTS AS THE MAINLINE UNDER
SIDEWALKS AND OTHER PAVING. COMMUNICATION CABLE TO BE SEPARATELY
SLEEVED IN SCH. 40 PVC, MIN 1" DIA. (VERIFY WITH CITY INSPECTOR).
11.
PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE
DRAWINGS. NO SUBSTITUTIONS OF SMALLER PIPE SIZES
Revisions
SHALL BE PERMITTED, BUT,SUBSTITUTiONS OF LARGER'
- - —
SIZES MAY BE APPROVED. ALL DAMAGED AND REJECTED
3-28-97 CITY P.C. REVISIONS
PIPE SHALL BE REMOVED FROM THE SITE AT THE TIME OF
SAID REJECTION.
12.
FINAL LOCATION OF THE BACKFLOW PREVENTER AND ,
AUTOMATIC CONTROLLER SHALL BE APPROVED BY
OWNER'S AUTHORIZED REPRESENTATIVE.
13
120 VAC ELECTRICAL SOWER SOURCE AT THE
1
CONTROLLER LOCAT�ON SHALL BE PROVIDED BY THE
OWNER. THE IRRIGATION CONTRACTOR SHALL MAKE THE
FINAL CONNECTION FROM THE ELECTRICAL SOURCE TO
THE CONTROLLER.
14. ALL SPRINKLER HEADS SHALL BE SET PERPAWQICULAR TO
FINISH GRADE UNLESS OTHERWISE SPECIE D. THE
IRRIGATION CONTRACTOR SHALL FLUSH AND. DJUSfr ALL
SPRINKLER HEADS AND VALVES F UM
COVERAGE WITH MINIMAL OVE SPRAY ONTO WAlKS,`
STREETS, WALLS, ETC. '
15. THE IRRIGATION CONTRACTOR SHALL INSTALL ANTI -
DRAIN VALVES (TO PREVENT EXCESSIVE DRAINAGE FOR r` ,
LOW HEADS) ON ALL HEADS IN SYSTEMS WHERE FINISH
Zv• o p 17 W&
DATE DESCRIPTION PP'
APPROVED BY CITY OF FONTANA .
251n T •� s •'�7
ROHM WI DME RCE DATE
CITY ENGIN
My Authority Expires
Daft January 6, 1996
GRADE EXCEEDS 5 FEET. .. t � - �c, � `� •� Drawn IV .. .
t
1 Q. ALL IRRIGATION LINES CROSSING DRAINAGE SWALES
SHALL BE GALVANIZED SCHEDULE 40 ONE SIZE LARGER '
GENERALNOTES .
/ Sh" T
THAN SPECIFIED PVC PIPE. EXTEND PAST EDGE OF #��' ' -
SWALE MINIMUM OF 12'...
1. INSTALL ALL PRESSURE AND NON -PRESSURE LINES AND ANY1 � n O r t h LANDSCAPE
d EQUIPMENT INSIDE PLANTING AREAS WHEREVER POSSIBLE. (ITEMS IRRIGATION
17. ALL CONTROLLERS SHALL BE INSTALLED WITH A 'RAIN , SHOWN OUTSIDE SUCH AREAS FOR PURPOSES OF CLARITY ONLY.)
GUARD' AUTOMATIC RAIN SHUT OFF DEVICE FROM a Z ALL EQUIPMENT SHALL BE SELECTED AND INSTALLED INACCORDANG� -- -- - N
W.C.S. CLAREMONT, CA. (714) 621-5805. LOCATED ON ,� WITH SPECS. AND CONSTRUCTION DETAILS. SEE SHEET NO. I .I —�; PLA
SIDE OF CONTROLLER HOUSING WITH PIPE ELBOW," f
EXPOSED TO UNOBSTRUCTED RAINFALL AND CLEAR OF & FOR SYMBOL DESIGNATION, SEE LEGEND ON SHEET NO. LID•I
IRRIGATION SPRAY. IF NECESSARY, PROVIDE 11/2
GALVANIZED PIPE EXTENTION, LENGTH AS REQUIRED TO 4. WHERE PRESSURE REGULATING VALVES ARE USED, VALVES ARE TO
MAINTAIN CLEAR SPACE INSTALL PER MANUFACTURER'S
SPECIFICATIONS. BE ADJUSTED FOR OPTIMUM PRESSURE, OR AS NOTED ON DRAWINQ. �-
� ,
LI D. ADJT ALL SYSTEMS TO AVOID SPRAY ONTO BLDGS, WALKS,
18. SEE IRRIGATION DETAIL SHEET FOR ASSEMBLIES " AND ROAD. i
A* NAYS BY INUDIVI X)A LLY ADJUSTING SPNKLR NOS AND CONTROL VALVES.
AND REFER TO THE SPECIFICATIONS MANUAL FOR Job No -1923 mV5
ADDITIONAL INFORMATION, s. E
AR A.$THAT NEED TO BE DEFINED INORDERYO DETERMINE EXACT ---• '"
LOCATION`OF SPNKLR HDS ARE THE RESPONSIBILITY OF THE INSTALLING;
19. INSTALL EXTRA CONTROL WIRE OF Df FFERENT COLOR FROM CONTM)LL€R TO CONTRACTOftTO SEE THEY ARE DEFINED PRIOR TO INSTALLATION. LOCATION K E Y
TERMINAL VALVE ON EACH SYSTEM. PROVIDE 5' WIRE LOOP IN VALVE BOX.
. 7. AS -BUST DRAWINGS A!`!t� SPECS. SHALL BE MAINTAINED ON SITE A7
L M 9
ALL TIMES. AS -BUILT DRAWINGS SHALL BE UPDATED ON DAILY BASIS, No.
NO SITE REVIEWS ARE TO BE CONDUCTED WITHOUT THESE DRAWINGS.
AREAS RECEIVING AN IRRIGATION SYSTEM SHALL aE REVIEWED AND SCALE: 1'9-20' =
VERIFIED BY THE INSTALLING CONTRACTOR FOR ACCURACY OF SIZE
AND CONFIGURATION. IF DISCREPANCIES ARE FOUND THAT WOULD
PROVE DETRIMENTAL TO FINAL COVERAGE, THIS SHALL BE BROUGHT Of y/ S*ss
NOTE: MAIN AND WIRES TO BE LOCATED TO THE OWNERS ATTENTION BEFORE INSTALLATION, BY FAILING TO PHASE 1 BK
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DO SO, THE CONTRACTOR MAY BE RESPONSIBLE FOR ANY ADJUST -
BEHIND WALKS WHEREVER POSSIBLE So. ckfMEWS REQUIRED.
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