HomeMy WebLinkAbout4207-13M OF WARI
THE NORTH LINE OF' THE SOUTHEAST QUARTER OF SECTION 36,
I'M RM, S.B.M. AS SHOWN ON TRACT T6568,
M8 300159-62, BEING N 8,9`59'12t
A PUBLIC SERVICE BY UNDERGRDUND SERVICE ALERT
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ORIGINAL BENC
CITY OF FONTANA BM -361
R.R. SPIKE IN PP NO. 1536697E AT THE SW CORNER
OF BASFLINE AVENUE ANO SULTANA AVENUE
ELEVATION: 1365.01, SINCE DESTROYED
WE WNCHMARK
SW CORNER, SEC. 31, T,1N., R.51N., SM.4' I.P.
WITH BRASS CAP, C.S.M. AT THE INTERSECTION OF
BASELINE AVENUE AND CITRUS AVENUE.
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NRIO-ATION NOTE -5 ANP 5FECIFICATION5
1. 6ENERAL - ALL PiORK SHALL BE IN ACCORDANCE HITH APPLICABLE- CODE5 AND THE5E PLAN5. THE GONITZAGTOR
SHALL APPLY FOR ALL PERMITS AND PAY 5AME.
A, THE CONTRACTOR SHALL VERIFY ALL CONPITION5 AND DIMEN51ON5 5HOHN ON THE PLANS AT THE 5111:- PRIOR T(")
COMMENCEMENT Or- ANY HORK UNDER THIS CONTRACT.
B. THE CONTRACTOR 5HALL CARRY ALL HORKER5 COMPENSATION, PUBLIC LIABILITY AND PROPERTr DAMArvE
INW RANCE, A5 REGUIRE V BY THE CITY AND/OR ONNER.
2. SCOPE OF NORK - UNLE55 OTHERN15E SPECIFIED, THE-.�. CON5TRUGTION, OF IRR16ATION 5Y5TEM5 5HALL INCLUDE -rf�iE.
FURN15HIN6, IN5TALLINO AND TE5TIN6 OF ALL MAINLINE, POINT OF CONNE`CTION, LATERAL LINES, R15ER5 AND FITTIN65;
AND THE FURNISHIN6 AND IN5TALI-IN67 OF SPRINKLER i -E -AVS, CONTROLLER, ELECTRIC CONTROL VALVE -5, EXCAVATION
AND BACKFILL AND ALL OTHER V40RK IN ACCORDANCE V41TH THESE PLANS, DETAIL5, AND NOTES, THE CONTRACTOR
SHALL FURN15H ALL LABOR, MATERIAL, EGUIPMENT PROPERTY, TRANSPORTATION, AND PERFORM ALL OPERATIONS
REOUIREP FOR A COMPLETE AND OPERABLE IRR16ATION SYSTEM AS INDICATED ON, OR REASONABLY IMPLIED BY THE
DRANINC-6, DETAILS, AND NOTES. INCLUDED AS A PART OF THE IRRIOATION HORK, BUT NOT LIMI I—ED BY' IT, ARE THE
FOLLOHIN6;
B. ALL IRRIC7ATION HORK 5HALL BE 61JARANTEED BY THE CONTRACTOR A5170 MATERIAL AND NORKMAN5HIP,
INCLUDIN& 5ETTLINC7 OF 5ACKFILLED TRENCHE5 BELON ORADE FORA PERIOD OF ONEYEAR FOLLONINO THE DATE OF
FINAL ACCEPTANCE OF THE HORK.
5. THE LAND5GAPE ARCHITECT SHALL DECIDE ALL QUE5TION5 RELATINO TO THE INTERPRETATION OF THE DR/_1kNiN55 AND
THE ACCEPTABLE FULFILLMENT OF THE CONTRACT.
4. PIPIN6 5HOPqN ON THE PLANS 15 E65ENTIALLY DIA&RAMMATIG. CONTRACTOR SHALL ROUTE- PIPIN& TO AVOID
CONFLICT V41TH STATIONARY ELEMENT5 AND IN 5UCH A MANNER A5 TO CONFORM V41TH THE VARIOU5 DETAIL5 AND PE51ON
INTENT OF THEBE PLANS.
5. THE CONTRACTOR SHALL AT ALL TIME5 PROTECT HIS HORK FROM DAMA6E AND THEFT AND REPLACE ALL DAMAC7ED
OR STOLEN PART5 AT HIS EXPENSE UNTIL THE NORK 6 ACCEPTED IN ARITINO BY THE OHNER/ClITY.
(q. EXTREME CARE 5HALL BE EXERC15EP IN EXCAVATINO AND HORKINO NEAR, EXISTIN6 UTILITIES, CONTRACTOR SHALL
VERIFY THE LOCATION AND CONDITION OF ALL UTILITIES AND BE RE5PON515LE FOR ANY PAMAOE. CONTRACTOR 5HALL
CONTACT UNDEROROUN05ERVICE ALERT A MINIMUM OF THO ViORKIN6 DAYS PRIORITO P16151NO,
"I, THE CONTRAOTORSHALL KEEP THE PREMI5E5 CLEAN AND FPZ-r;; OF EXCE55 EGUIPMENT, MATERIAL5, AND RU5BI5H
INGIPENTAL TO H15 HORK,
&.THE IRRIOATION DE516N 15 BABEL) ON THE METER 51ZE AND VqATER PRE-55URE INDICATED ON,rHE NATER 5OURCE
POINT OF CONNECTION NOTE ON THE PLANS. CONTRACTOR5HALL VERIFY THE PRESSURE PRIOR TO CONSTRUCTION.
5HOULD A 015CREPANCY EXIST, NOTIFY THE LAN05GAPE ARCHITECT PRIORTO BEGINNINO CON5TRUCTION.
11. CONTRACTOR SHALL MAKE POINT(5) OF CONNECTION (POC) A5 NOTED ON THE PLAN5. ALL FEE5 AND LOCAL
REGUIREMENT5 SHALL BE THE RESPONSIBILITY OF THE LAND5CAPE CONTRACTOR.
10. IRRIOATION CONTRACTOR SHALL BE REBPON51DLE FOR CONNEGTINC---� 120 VOLT 5ERV16E TO THE CONTROLLER,
ELECTRICAL POHER HILL BE PROVIDED BY THE ONNER AT THE CONTROLLER LOCATION 5H0hN oN 'rHE PLAN.
11. CONTRACTOR 5HALL PROVIDE ALL EGUIPMENT REGUIRED TO PERFORM A MAINLINE PRE.55URE TE5T, THE HYDROSTATIC
TE5T5HALL HOLD A MINIMUM OF 150 PSI FOR 5 HOURS OR MORE, CONTRACTOR �5HALL CONTACT THE OAJe--R'5
RE.PRE-5ENTATIVE A MINIMUM OF 4& HOURS IN ADVANCE OF THE TE5T FOP, CERTIFICATION,
12 ALL HIRE5 SHALL BE 5OL11P COPPER, PLA5TIC, IN5ULATEV, UP. DIRECT BURIAL AIRE, ALL COMMON AIRE 54iALL aE
AH65 #12 HHITE; ALL CONTROL INIRE5 5HALL BE AV45 #14 RED OR BLACK, CONTROLLER5 5HALL HAVE SEPARATE COLOR
CODED COMMON HIRES HHEN THO OR MORE CONTROLLER5 ARE ON THE PROJECT.
15. ALL CONTROL HIRE5 AND IRRIOATION PIPIN& THAT RIA5 UNDER HAR05CAPE / PAVING-; 5HALL BE ENCA51ED IN 5(;H 40
PVC SLEEVES. 5LEEVE5 SHALL BE 51ZED ACCORDINO TO THE SLEEVINC7 CHART ON THE PLAN5.
14. THE FINAL LOCATION FOR CONTROL VALVES SHALL BE APPROVED INTHE FIELD BY THE LAN05CARE ARCHITECTOR.
THE ONNER'5 AUTHORIZE12 REPRE5ENTATIVE. ALL VALVES SHALL BE LOCATED IN 5HRUB AREA5 HHEREVER P05515LE.
15, THE CONTRACTOR 5HALL HEAT 5RAND VALVE NUMDER5 ON IN151VE AND OUT51PE OF ALL VALVE 5OX LIPS,
16. ALL BRA55 OR &-ALVANIZED CONNECTION5 5IIALL BE COATED HITH TEFLON TAPE OR LE -D -LOBE JOINTCOMPOUND (OR
APPROVED EGUAL). ALL FVC THREADED CONNECTION55HALL BE COATED AITH TEFLON TAPE.
11. ALL PVC BOLVENT-P�ELD CONNECTIONS SHALL BEMADE V41TH 5OLVENT-JNELP MATERIAL5 A5 REGOVIMENDED F4YTHE
PIPE MANUFACTURER. 50LVENT-HELD PRIMER 5HALL BE APPLIED AT ALL CONNECTION5.
15� LOIlq HEAD PRAINACGE NILL NOT BE ALLONED, CONTRACTOR TO DETERMINE IN THE FIELD NiqiCH HEA05 DRAIN AFTER
THE VALVE 15 5HUT OFF. CONTRACTOR SHALL PROVIDE AND INSTALL ADDITIONAL IN-LINE CHECK VALVES A5 NEEPED
AT NO ADDITIONAL COST TO THE OHNER.
A. ALL PRE55URE SUPPLY LINES AND CONTROL NIRE-6 TO HAVE 16"-24" MINIMUM COVER PER THE DETAIL. LATERAL. LINE -5
TO HAVE 12" MIN. COVER. SLEEVJN6 IS TO HAVE 24" MIN, COVER,
20. THE RADIUS OF EACH HE -AD 15 TO BE ADJUSTED 50 THAI' HEAD-TO-HEAD 60VEJ�11A&E 15 MAINTAINED, BUT
OVER5PRAY ON BUILDIN65, HALK5, KALL5, AND OTHER HARD SURFACE5 15 MINIMIZED.
21. CONTRACTOR SHALL IN5TALL 2 EXTRA HIRES FROM CONTROLLER(E-5) TO EACH END OF THE MAINLINE, HIRES SHALL.
COME UP INTO ALL VALVE BOXF-5 Al -ON& THE MAINLINE PATH HITH 56" EXPAN51ON COIL5 IN EACH BOX. SPARE HIRE5
5HALL BE COLOR-CODEP DIFFERENTLY THAN OTHER CONTROL HIRES FOR EACH CONTROLLER,
22 UPON COMPLETION OF THE PROJECT, THE CONTRACTOR 15 TO TURN OVER TO THE 01/�NEIR THE FOLLONINO:
A. A RE-PRODU6181-E SET OF "A5-BUII_T` DRAAIN(55 AND CONTROLLER CHART.
E3. 2 KEYS FOR EACH CONTROLLER / CONTROLLER ENCI-05URE (AS APPLICABLE).
C_2 GUICK COUPLER KEY5 AND MATCHINO H05E 5NIVEL5,
D� 4 OF EACH SPRINKLER HEAD SPECIFIED.
25. RECORD DRANINOc5 - THE CONTRACTOR 5HALL PROVIDE AND KEEP UP TO DATE A COMPLETE- RECORD 5ET OF PRINT15
HHICH SHALL BE CORRECTED DAILY AND 5HOA EVERY GHANOE FROM THE ORIOINAL DRANIN65. PRIOR 1-(,) FINAL
INSPECTION, THE CONTRACTOR SHALL TRANSCRIBE ALL INFORMATION FROM THE RECORD SET TO A REPRODUCIBLE
OZALID SEPIA PROCURZ-0 FROM THEOHNER. ALL HORK SHALL BE NEAT AND LE651BLE, LOCATINC7 THE FOLLOV4IN6 ITEM5
FROM PERMANENT POINT5 OF REPERENOE: 5HUT-OFF VALVES, MAINLINE AND CONTROL NIRE ROUTINC7, POC, 5A0KF'L0N
DEVICE-, CONTROL VALVES, CONTROLLER, QUICK COUPLINC7 VALVE5, AND OTHER PERTINENT UNDERG—ROUND ITEM5.
24. "CONTROLLER CHART" - UPON APPROVAL OF THE FINAL RECORD DRANINC25, PROVIDE ONE CHART FOR EACH
CONTROLLER INSTALLED,
A, THE. CHART 15 TO BE A REDUCED COPY OF THE APPROVED RECORD DRMIN& (A OLACK-LINE PRINT REOXEP TO
THE MAXIMUM SIZE THE CONTROLLER 120OR VqILL ALLON, COLORED V41TH A DIFFERENT COLOR FOR EACH VALVE
5TATION),
B. HHEN COMPLETED AND APPROVED, THE CHART 5HAd.-L BE HERHETICALLY'5EALED BETHEEN TAO (2) PIEGE-5 OF 20
MIL, CLEAR PLA5TIC AND MOUNTED ON THE IN51PE OF THE CONTROLLER POOR U51NC7 VELCRO TAPE OR EOUAL,
NOTE -
IRRIGATION DETAILS ARE FOR REFERENCE ONLY, CONTRACTOR
SHALL OBTAIN CITY DETAILS FOR ALL EQUIPMENT AND INSTALL
ALL EQUIPMENT ACCORDING -1-0 THE CITY STANDARD DETAILS
'repared By.,
CITY OF FONTAN A, CALIFORNIA
_AALLARD EINGHINEERING
AFE ARCHITECTS, Inc. CAPITAL IMPROVEMENT PROJECT
Ci il Engineering - Land Surveying -- Land Planning
UMSCAPE AMMi CTUM4 8253 Sierra Avenue DRAWN BY: SCALE:
MMGAnON CONSUTMTS Fontana, California 92335 CAD ____1 1p�=20P
15 South 5th Street DESIGNED BY: IRRIGATION DETALS DATE
Redlands, California 92373 ("?09) 356--1815 Fox (90 3-6--1795
S.T.B. 6�26/2007
(909) 798-7490 Fox (909) 307-8235
DRAWING NO..
CA Lic. 2725, 1 Uc. No. 466 CHECKED BY: A b By�
Am
.t lanuarc
David S. 1 -Ta ry�im e r, R.C.E. 43976 at 70
(expires 6/30/2007) 407
CITY ENGINEER R.C.E. 51152
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