HomeMy WebLinkAbout4064-4IRRIGATION NOTES FINISHED GRAM
-o6* MIN FROM HARDSCAPES
NON PRESSURE LATERAL UNE
z EAL UNE
GENERAL - ALL WORK SHALL BE DONE IN ACCORDANCE WITH APPLICA13LE CITY AND COUNTY
CODES, AND THESE PLANS.
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PRESSURE SUPPLY LINE
A. THE CONTRACTOR SHALL CAREFULLY REVIEW THE SITE AND VERIFY ALL CONDITIONS AND
DIMENSIONS PRIOR TO PROCEEDING WITH ANY WORK UNDER THIS CONTRACT. VALVE 13OX W/LOCK —COWROLL WIRES
B. THE CONTRACTOR SHALL CARRY ALL WORKERS PUBLIC LIABILITY, AND PROPERTY DAMAGE LEM I3ACKFI ILL
INSURANCE AS REQUIRED BY OWNER.
C. THE CONTRACTOR SHALL APPLY FOR ALL PERMITS AND PAY FOR SAME. FINISH GWE
SCOPE OF WORK - UNLESS OTHERWISE SPECIFIED, THE CONSTRUCTION OF IRRIGATION
SYSTEMS SHALL INCLUDE THE FURNISHING, INSTALLING AND TESTING OF ALL MAIN LINE,
POINT OF CONNECTION, LATERAL LINE, AND THE FURNISHING AND INSTALLING OF SPRINKLER
HEADS, AUTOMATIC CONTROLLERS, CONTROL WIRES (TO VALVES), ELECTRICAL CONTROL 6"MIN
VALVES, EXCAVATION AND BACKFILL AND ALL OTHER WORK IN ACCORDANCE NTH THESE BRASS PVC MALE ACIAPTOR FINE GRANULAR MATERIAL WILL 13E PLACE0 ON ALL LINES. NO
PLANS, DETAILS AND NOTES. GATE VALVE LARGER THAN 1/2w INCH IN SIZE. THIS WILL GE PERMITTED IN THE
INITIAL BACKFILL MEASURED 6' FROM THE TOP OF PIPE. THE REMAINDER
THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, PROPERTY, OF TRENCH CAN 13E FILL WlYH ROCK SCREENED 2w MINUS.
TRANSPORTATION AND PERFORM ALL OPERATIONS REQUIRED FOR A COMPLETE AND ALL BACK FILL IS TO BE SATURATED AND COMPACTED TO 90%
OPERABLE IRRIGATION SYSTEM AS INDICATED ON, OR REASONABLY IMPLIED BY THE -�"--�MAINUNE
DRAWINGS AND/OR NOTES, INCLUDED AS A PART OF THE IRRIGATION WORK, BUT NOT LIMITED INSTALL ALL PVC PIPE WITH LABEL UP.
BY IT, ARE THE FOLLOWING ITEMS:
2" x 400 Rwo BLOCK SNAKE ALL PIPE IN TRENCH.
A. INSTALL COMPLETE OPERABLE INDEPENDENT, AUTOMATIC, IRRIGATION SYSTEMS PER THE 13UNDLE AND TAPE ALL CONTROL WIRES AT 10' O.C. TO PRESSURE
PLANS, DETAILS, LEGEND AND NOTES. SUPPLY LINE AND PROVIDE A SERVICE LOOP AT ALL 90 DEGREE
B. ALL IRRIGATION WORK SHALL BE GUARANTEED BY THE CONTRACTOR AS TO MATERIALS CHANGES IN DIRECTION.
AND WORKMANSHIP, INCLUDING SETTLING OF BACKFILLED TRENCHES BELOW GRADE FOR A 1 CU. FT. PEA GRAVEL PRESSURE MAIN 2" AND LMGER SHALL BE P.V.C. CLASS 3115
PERIOD OF ONE YEAR FOLLOWING THE DATE OF FINAL ACCEPTANCE OF THE WORK. SMALLER T14AN 2* SMALL 13E P.V.C. SCHEOULE 40.
THE LANDSCAPE ARCHITECT SHALL DECIDE ALL QUESTIONS RELATING TO INTERPRETATION CONTRACTOR SHALL PROVIDE SLEEVES OR CONDUIT LINES WHEN
OF THE DRAWINGS AND THE ACCEPT ABLE FULFILLMENT OF THE CONTRACT. MAINLINE INSTALLATION 15 UNDER ASPHALT OR CONCRETE.
PIPING SHOWN ON THE PLANS IS ESSENTIALLY DIAGRAMMATIC. CONTRACTOR SHALL ROUTE CONTRACTOR SHALL PROVIDE 24* INCHES OF COVER OVER PIPE
PIPING TO AVOID CONFLICT WITH STATIONARY ELEMENTS AND IN SUCH A MANNER AS TO SERVING A DRINKING FOUNTAIN OR PRESSURE MAINUNE
CONFORM WITH THE VARIOUS DETAILS. 3* AND LARGER.
THE CONTRACTOR SHALL AT ALL TIMES PROTECT HIS WORK FROM DAMAGE AND THEFT AND
REPLACE ALL DAMAGED OR STOLEN PARTS AT HIS EXPENSE UNTIL THE WORK IS ACCEPTED IN
WRITING BY THE OWNER.
EXTREME CARE SHALL BE EXERCISED IN EXCAVATING AND WORKING NEAR EXISTING
ust APPRO BY: E$$i eA APPROVED BY: CITY OF FONTANA
CITY OF FONTANA 1"149
ft 25126 CffY ENGINEER DATE: TRENCHING OF -TAIL
C17Y ENGINEER DATE: GATE VALVE Rose" W. WEDDLE
ROWIff W. WEDDLE E" "/""o DRAWN BY: lnMOTHY RMTEDT
EV. 12/31/0 DRAWN 13y.- TIMOTHY KASTEPT DATE OF LAST REVISION:
l—s PLAN NO. 515 SHT. I OF1
or rc kft DATE OF LAST REVISION: STD. PLAN NO. 51 HT. 1OF1
1 On VALVE BOX MARKED W1 20
LETTERS READING O.C. QUICK COUPLER VALVE
CONC. WALK W/ LOCKING SOLT LID 12* MIN. FROM HARDSCAPE MATERWJ
OR CURB 1 V2 FINISH GWE it
ffm
FINISH CRADE
I p L 18
2 x 4 RVW0 OR BRICK
It v Ill POP SHRUB HEAD BRASS STREET ELL 7YP. RASS NIPPLE 60 MIN
PVC SHC 40 TEE OR ELL
LATERAL LINE SIZE TO BE NOTED ON PLAN
24" MIN. 14 RIESAR. ATTACH
PVC STREET ELL W/(2) STAINLESS STEEL SMOS
LATERAL LINE WITH
PVC TEE OR ELL
DOUBLE SWING JOINT USE TEFLON TAPE ON ALL THREADED FITTINGS
2 EA. PVC STEET ELLS
NOTE: INSTALL HI—POP IRR. HEAD 1 1/2" ABOVE F.G.
F.G. 1 1/2'a BELOW HARDSCAPE
INSTALL CHECK VALVES FOR LOW HEAD DRAINAGE
C3
q1tv APPROVED BY:
CITY OF FONTANA
AL
APPROVED BY:
CITY OF FONTANA CITY ENGINEER DATE:
R013EM W. WEDDL9 QUICK COUPLER
CffY ENGINEER DATE; DRAWN BY-. -nMO-MY RASTEOT
Roomw-WEDDLE HI POP 6HRUO HEAD DATE OF LAST REVISION: PLM NO. 52;
DRAWN By: TIMOTHY KASTEDT SHT. 10F) CU
IRRIGATIONNOTES Of DATE OF tAST RhMSION: PLANNO.524 [SHT. lOFI
BENCHMARK: CITY OF FONTANA, CALIFORNIA
OWNER DEVELOPER: 6212 BROCKTON AVENUE SUITE 212 Z
CALTRANS BENCHMARK NO. 8-17 Ilk( 0- RIVERSIDE, CALIF. 92506 ve.,
';!�, LIC. j�15f2
NEW WEST BRASS CAP IN CONCRETE S.C.E. TOWER LEG. samossAto
PH. (951) 781-1930 DRAWN BY: LANDSCAPE PLAN SCALE: :9
343' N/0 HIGHLAND AVE., 0.2 MI. W10 SAN 1 PLAMIUMA MCI FAX (951) 686-8091 N.T.S. -0
HOME SEVAINE RD., IN SOUTH CONCRETE BASE OF SlgMure JE FOR 8
S.C.E. TOWER 19.5; 2.65 MI. W. ALONG 7/31107 'ff
R e DESIGNED BY: --TRACT 1645 DATE: a_
HIGHLAND AVE. FROM SIERRA AVE.
450 NEWPORT CENTER DR. SUITE 480 'Ddto PREPARED BY: JE IRRIPATION ETAII-5 JUNE, 2006
NEWPORT BEACH, CA 92660 ir
(949) 640-6420 FAX: (949) 640-6484 MARK BY DATE APPIR. DATE OF C CHECKED BY APPROVED By DWG. NO. SHEET
ELEV.= 1428.6090 DATE: MH A n
1- 4 40F 8
ENGINEER COUNTY RHA LANDSCAPE ARCHITECTS -----6.16.06 FlfY-- FNGINEER: RICAR SANOVAL, R.C.E.5115T -'[ft