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HomeMy WebLinkAbout3484-5CU 0 FINIS}CD GRADE G" MIN FROM HARDSCAP7S 1. GENERAL -ALL WORK SHALL BE DONE IN ACCORDANCE WITH fro. UPON COMPLETION OF THE PROJECT, CONTRACTOR TO TURN OVER TO i - r�t�rr PR ';St1F,t LATERAL LINE- APPLICABLE CITY CODES, AND THESE PLANS. OWNER: TCRAL EINP A. THE CONTRACTOR SHALL CAREFULLY REVIEW THE SITE AND VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO PROCEEDING A. A REPRODUCIBLE SET OF RECORD DRAWINGS AND CONTROLLER WITH ANY WORK UNDER THIS CONTRACT. CHART_ ----- - PRESSURE 5llf'F'I I INE: B. THE CONTRACTOR SHALL CARRY ALL WORKERS B.2 KEYS FOR EACH CONTROLLER VALVE BOX WAOCK ,.� —CONTROLL WIRES PUBLIC LIABILITY, AND PROPERTY DAMAGE INSURANCE AS FAN BACKFILL REQUIRED BY OWNER. F1Ni� cwA��t C. THE CONTRACTOR SHALL APPLY FOR ALL PERMITS G. 2 QUICK COUPLER KEYS AND MATCHING HOSE SWIVELS. -1.� AND PAY FOR SAME.— D. 2 OF EACH SPRINKLER HEAD SPECIFIED AND 2 EACH NOZZLE SPECIFIED � � � � --- — T` 2. SCOPE OF WORK -UNLESS OTHERWISE SPECIFIED, THE CONSTRUCTION -••- � � � � 6'MIN OF IRRIGATION SYSTEMS SHALL INCLUDE THE FURNISHING, INSTALLING 1'l. RECORD DRAWINGS - THE CONTRACTOR SHALL PROVIDE AND KEEP UP a i i � � �� TESTING OF ALL MAIN LINE, POINT OF CONNECTIONS TO DATE A COMPLETE RECORD SET OF PRINTS WHICH SHALL BE UPRAS% __..---PVr- M� AOAPTOR fINE I;QAIvt��,AR MAn.RIAL wit_t V PLACED ON ALL LINFS. NO LATERAL LINE, RISERS AND FITTINGS, AND THE FURNISHING CORRECTED DAILY AND SHOW EVERY CHANGE FROM THE ORIGINAL LATE Va4LVF - "` y�����.-- THE INITIALRBACKI ILL MEASURED 112 INCH INfi' FROU IT w TDP � PIPf ECTHN REMAIKLIf R AND INSTALLING OF SPRINKLER HEADS, CONTROLLERS, DRAWINGS. PRIOR TO FINAL REVIEW, THE CONTRACTOR SHALL_ CIF TRENCH CAN 13E_ fkLL Wgki ROCK SCREENED 7' UfNUS. CONTROL WIRES CTO VALVES), ELECTRICAL CONTROL TRANSCRIBE ALL INFORMATION FROM THE RECORD SET TOA _ _ '---., --�ual,w�INE ALI WI< Fill rS TO BF SAIURATED AND CJWPACTFD 10 90.'C VALVES, BACKFLOW PROTECTION, EXCAVATION AND BACK FILL AND ALL REPRODUCIBLE MYLAR, OBTAINED FROM THE LANDSCAPE ARCHITECT_ INSTALL ALL PVC PIPE WITH LAFTEL t1N. OTHER WORK IN ACCORDANCE WITH THESE PLANS, DETAILS AND NOTES. ALL WORK SHALL BE NEAT AND LEGIBLE, LOCATING THE FOLLOWING 2� " 4" aWD BL�K �.NI�KC ALL PIPE INTRENCIi_ THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, ITEMS FROM TWO PERMANENT POINTS OF REFERENCE: EJUNDt_F ANr) TAPE ALL CONTIML WIRES AT 10' G.C. TO PRESSURE SUPPLY LINE AND T'RCVIDE A aEW'.E 11001`3 AT #U' 90 1017CREE PROPERTY, TRANSPORTATION AND PERFORM ALL OPERATIONS GATE VALVES, MAIN LINE AND CONTROL WIRE ROUTING, POG, CI !ANCES IN oIPfLC_n0N REQUIRED FOR A COMPLETE AND OPERABLE IRRIGATION SYSTEM AS CONTROL VALVES AND CONTROLLER, QUICK COUPLING VALVES, CU_ rl'. PEA DRAW. PRE5SURF MAIN 2" AND tARCxLR SH &II tit P.Y.E. IrtA=.S 315 INDICATED ON, OR REASONABLY IMPLIED BY THE DRAWINGS AND/OR AND OTHER PERTINENT UNDERGROUND ITEMS. SMALLFR THAN 2' SHALL BE P,V.C. SCOILDLILk 40. NOTES, INCLUDE AS A PART OF THE IRRIGATION WORK, BUT NOT LIMITED BY MARE THE FOLLOWING ITEMS:Cat 18. CONTROLLER CHART - UPON REVIEW OF THE FINAL RECORD DRAWINGS, RACTOR SHA L PRO%gDF- Stf VtS OR C:DNL)tm t Inks WIiFN MAINLINE. INSTALLATION IS UNDER ASPJ -ALT or, GnNCRETE. PROVIDE ONE CHART PER EACH CONTROLLER INSTALLED. A. INSTALL COMPLETE OPERABLE INDEPENDENT, AUTOMATIC, CONTRACTOR SH -ALL PROYOlr 24" INCHES pF C1;VF17 [AER PIPE IRRIGATION SYSTEMS PER THE PLANS, DETAILS, LEGENDA. THE CHART IS TO BE A REDUCED COPY OF THE REVIEWED RECORD ';FFtit IVt; A ORINKiNS rOUNIAIN 014 PRI'SSUR_7 MAINL tN17 3` AND AND NOTES. SYSTEM (A BLACK LINE PRINT REDUCED TO THE MAXIMUM SIZE THE LINGER_ B. ALL IRRIGATION WORK SHALL BE GUARANTEED BY THE CONTROLLER DOOR WILL ALLOW, COLORED WITH A DIFFERENT COLOR CONTRACTOR AS TO MATERIALS AND WORKMANSHIP, INCLUDING FOR EACH VALVE STATION). SETTLING OF BACK FILLED TRENCHES BELOW GRADE FOR A B. WHEN COMPLETED AND REVIEWED, THE CHART SHALL BE HERMATICALLY PERIOD OF ONE YEAR FOLLOWING THE DATE OF FINAL SEALED BETWEEN TWO (2) PIECES OF 20 MIL CLEAR PLASTIC AND ACCEPTANCE OF THE WORK. MOUNTED ON THE INSIDE OF THE CONTROLLER DOOR USING VELCRO TAPE OR EQUAL. 3. THE LANDSCAPE ARCHITECT SHALL DECIDE ALL QUESTIONS RELATING TO INTERPRETATION OF THE DRAWINGS AND THE ACCEPTABLE FULFILLMENT OF THE CONTRACT. . -a. _ _ ,tq�1lcss� APPRC TAY. ,�� ►{ � � �. �,; � � � CITY OF FON�"ANA �- � Es r � APPROVED BY: CITY OF FONT'ANA > f �� ., TIME CITY OF FONTANTA " RECOMMENDED STANDARD LANDSCAPE °- � CITY ENGINEER DAT1 : �' k� � E EIC IN � �/ IL 4. PIPING SHOWN ON THE PLANS IS ESSENTIALLY DIAGRAMMATIC. SPECIFICATION MANUAL FOR STREETSGAPES AND PARKS" SHALL CONTRACTOR SHALL ROUTE PIPING TO AVOID CONFLICT WITH BECOME PART OF THESE SPECIFICATIONS. m 751% :• CffY ENMEER MATE, RosmTIN-WED®I ,, cn�.,r/31i0, 4 : _ aRAw�T gY. T I MO rI I�r .��t� GT C T'E VALVE � a€r� W. DDtF * cir.,�t�, a� � T * DPAWN ETI : 1 tr i STT IY e A� _ � STATIONARY ELEMENTS AND IN SUCH A MANNER AS TO Ira, ff � ��. ['SATE OF __-- LAST REVISION -1 —�_ ___.. STD_ PLAN NO. F ,�� . �.- � i 6 DATE CE LAST REVISION: � ,BTU. PLAN Nfli. 5 t s IsHT. t CF t CONFORM WITH THE VARIOUS DETAILS._ 519 SK1, In 1 A S. 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. ro. EXTREME CARE SHALL BE EXERCISED IN EXCAVATING AND WORKING � I NEAR EXISTING UTILITIES. CONTRACTOR SHALL VERIFY THE LOCATION AND CONDITION OF ALL UTILITIES AND BE RESPONSIBLE' � IG- VALVE BOX MARKED W/ 2' tFTT+ER5 RFS O.C.O.c. OUICK COUPLER VALV FOR ANY DAMAGE. UTILITIES PLANS MAY BE OBTAINED FROM ,4RC�� W/ LOCKINII BOLT LID OWNER. CONC WALK -- 17' tNN. FROM wARDsr..APE Iw+ArEru FINISH GWE IDP C:t►'Rt31 i. THE CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE cFINISH CRADF - t I OF EXCESS EQUIPMENT, MATERIALS AND RUBBISH INCIDENTAL TO ' I " I , HIS WORK. "" `. ' I MIN PrA GRAVEL + — ?x4 RWO OR BRICK 8. IRRIGATION DESIGN 15 BASED ON -70 PSI AVAILABLE WATER i ., , 1 HEAD 9PASS STREET ELL TVP. '– S NIPPLE 60 L"m PRESSURE AT 40 GPM. CONTRACTOR SHALL VERIFY PRESSURE PRIOR TO CONSTRUCTION SHOULD A DISCREPANCY EXIST, NOTIFY r.-^ tit: SHRUB -C PVC S 40 TB£ OR ELL THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING CONSTRUCTION_ _ �. LK ERAt_ LINE WE TO BE NOTED ON PLM 9. CONTRACTOR SHALL MAKE POINT OF CONNECTION (P.O.C.) PER PLAN _' L 24" MIN_ 14 Rte. ATTACH pvl;,T 2CET ELL w/() sr�Iwl:s sl"t. S 10, IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR CONNECTING 120 LATERAL1. NE WITH VOLT SERVICE TO THE EXISTING CONTROLLER IF MOVED ELECTRICAL FIVC TEF OR ELI_ NOTE; POWER SOURCE WILL BE PROVIDED BY THE OWNER WITH A JUNCTION BOX Q DMIRI-F SWING JOINT USE TEFLON TAPE ON AI.L THREADED FITTINGS AT THE CONTROLLER LOCATION AS SHOWN ON THE PLAN. ---- 2 FA. PVC Si1=�:>e. E'I�LS • M �1 bio HEAD IN MU 11. ALL CONTROL WIRE SHALL BE SOLID COPPER, PLASTIC INSULATED, OF _ (� DIRECT BURIAL WIRE. ALL COMMON WIRE SHALL BE AWG 012 WHITE± f'A IU5 (TYf=) ALL PILOT WIRE SHALL BE AWG 014, RED. F - NOTE: 12. ALL CONTROL WIRE AND IRRIGATION LINE RUNS UNDER PAVING SHALL INSTALL I -II -PDF' IRR, HCD 1 1/2" A( ID< =".G. BE ENCASED IN A SEPARATE SCH. 40 PVC PIPE SLEEVES, WHICH IS ID F.G_ 1 1/2" BELOW IIAROS(%APC SIZED 2X THE WIRE BUNDLE CONTENTS. INSTALL CHECK VALVES OP LOW IIEAD f)RAINAC;F 13. FINAL LOCATION OF CONTROL VALVES SHALL BE APPROVED 1N THE FIELD o\° BY THE LANDSCAPE ARCHITECT- (� 14. ALL BRASS OR GALVANIZED CONNECTIONS SHALL BE COATED WITH TEFLON TAPE OR LED -LUBE JOINT COMPOUND COR EQUAL). ALL PVC THREADED CONNECTIONS SHALL BE COATED WITH TEFLON TAPE. 15. ALL PVC SOLVENT -WELD CONNECTIONS SHALL BE MADE WITH IfijI Es;rte APPROVEDBY: CITY OF FONTA,FIA SOLVENT -WELD MATERIALS AS RECOMMENDED BY THE PIPE MANUFACTURER. SOLVENT -WELD PRIMER SHALL BE APPLIED AT ALL N T.S. gTRf � S; r ` /�tPPRt�IiEll ETV; _ r ��� �" CITY OF FONTANA ,�.:�.-�m-.::—�. -_,-. -- •Y � � My OWEER MATE' '� tis MDOLE, Quicr, courLEK R���cr W. CONNECTIONS. �``� r - ��'.,`"r�t .�f i 3' Ems. "'"'p 1 p DRAWN BY: -nmoTw K/:STEG`T F HEAD TO HEAD IRRIGATION COVERAGE CITY ENGINEER DATE: DRAWN W. _lpl �'t ray, ��T„�, �,� [3;tJs►�MN �Y: TiMt�rl�Y r��,STFii' �f {� +,�� DATE >� = __�. HI 1701" 5HIZIj13 HEAD T. PIAN I. STr,4T s nF I _ s�sf nv%L 3 � TE A ; STa-PIAN NO- 521 j SHT_ t0Ft IRRIGATION NOTE BENCHMARK: '_'A CITY OF FONTANA, CALIFORNIA UN�'!Id �fM�Oif &ft M. FM 227 Z 600 OWNER DEVELOPER: NEW WEST HOME CALTRANS BENCHMARK NO. 8- 17 BRASS CAP IN CONCRETE S.C.E. TOWER LEG. 343 N/0 HIGHLAND AVE., 0.2 MI. W/O SAN SEVAINE RD., IN SOUTH CONCRETE BASE OF A NDS'° � �v'`���, W I a u e -' 0006 © ®i OD (P� � psi: "��' PUBLIC WORKS DEPARTMENT DRAWN BY. JE PARKWAY LANDSCAPE PLAN SCALE: 1 = 30,-0" DESIGNED BY: DATE: S.C.E. TOWER 19.5; 2.65 MI, W. ALONG HIGHLAPdD AVE. FROh�i SIERRA AVE. * * enewa a e _---T_ACT 1/3%9 1� M MMl1E 369 SAN WGUEL DRIVE, SUITE 375-A PREPARED BY: JE DETAILS NOV. 17, 2003 NEWPORT BEACH, CA 92660 qT� a e ,NOTE CHECKED BY APPROVED BY: ,-' � DWG. NO. SHEET (949) 640-6420 FAX: (949) 640-6484 `40��RIGATION OF CP�- DATE: MARK BY DATE APPR. DATE ELEV.= 1428.6090 ENGINEER COUNTY ITY ENGINE ICAR 0 S NDOVAL R.C.E. 51152 #3484 5 OF CU 0