Loading...
HomeMy WebLinkAbout4315-169F_ LU ADJ An ki 3/4 ADJ Is ADJ. ADJ. DJ. 3/4 3 LIJ 3/4 ADJ. 3/,4 ......... .. .. .... ...... ... . .. .......... .... . .... .. . ...... .... .. ........ . .. .. . .. ... ......... ........ . . . --- --- 7 ------- --- .. . .... --------------- ..... ...... A . . ................ ...... . . ........ .. .. ... .............. .. .... .. C. ... . . . . . ."'. . .., .:,, .:., 'i..: --. • * -;i - ` . .. . . ... . .. .. ..... ..... 4 4 FI 4 -31411 'A* it 4"' 14 15 1• 3/4 146 .4 4 LJLJ j 4�' .2/4 Ute! 1-1/4 4 L 44 .. 4 3 4" + A 31 314'! 11 3 4 3 41 1-1.• 314 A• (A it A Tl it Will 3/4 4 40 4 3/4 N414• 3/ -Mk Al P Awl -7 A. �i 7 --I . - ­... 18®1 314" -A > 4 3141 2 ........... ........ . . .... . ........... . . ... . ...... . ...... . .... ............. . .. ... .. .. . ....... 01 of .......... - ........ 31490 314 3/411 A .............. 3/41, it it 71i -1/4 3/4 3 1-1/4 3' .4 1- . . -, - - - -?f:- 7-7-e— . . .... .. ..... .. .. . .... . . .......... cy. CL Di. j_% J. 3/4 3/4 J. DJ. Ill 119111 RWA mdw%�Hwm nowa� Ryi1ww� RWM WM M� RWM am I RWM RWM m� RWM RWM RWM N --w Flym— RWM— Rim MR. is R RWFA I RM w RWM RWM 00-M ftwm FnWZM RWM MPWP RWA4 "MUNUMN AVMfUXUMW AWMMMWAM RMOMMM JAW?4=M-Mq AWfilill RWOAMM= RAUM� Ftyymmnlwlg RWMWWMM RWM RMWN LU LUm 3_1�1 11�_ -.3--1111111'" ;7�1 ------- ..... . ....... . .... ... ....... ..... - - - -- --- - - ----- ----- ----- ------ -- - ----- - ------ --- -- ------ - --- - ---- L/w) Ild'o rE zgtso gw r 01-_'oe09AWA9Z r/o C-1 6 ro C-1 9 sr6w C-18 39 A 55 elli &4. Ta tc R&I c C-1 7 59 OC 36 55 ........ ... . .... .. ..... _.47 11 ,e # 311 LU Nor ---- ------ ...... 1-1/2 1-1/211 2 211 :ZA') ill Z 05 LT jPA70 )l MIA,11 ""'a 70 r;;4140 mo e- o rill It. L hi Z 14 r .5ro4 -rA0 /45 j a — - ......... . . . . . . ..... ... . ........ ....... .. ... . ... ... ..................... . ... . .................. ......................... .......................... .... .... .......... .................... .................... ... ....... ............................ . .... ......................... . . ..... . . .. . ... ......... . - -- ------- - ............. ............ . . ........ .. .... . . ... ......... . . .. . . ..... . . ...... . ... ... MAKE- POINT-OF-CONNEC --- TION -DOWNSTREAM OF --- NEW- 2"-IRRIG-A-TION--TURBO.- -ER-PR0V1DED,­-............. UNDER CIVIL WORK. REFER TO CIVIL ENGINEERING DRAWINGS FOR 0 14 elvg U mmm D.ITIONAL--INF ...... R9160CA rr- INSTALL AS FOLLOWS: METER#3 AV rs rip ,rz471o1.L) 1SVv&o0 . ........... . .. .......... lwl a // 0 ... .... ... . .. ... --A-FEBCO"650-A-2""STFRRAI'ER-----' - .7_ a t .&�. ­'__­­____­_____ --I----A---2l'-REDUCED'PRESSIJR5-'�Adk-'F'--L' W PREVENTER, FEBCO 860 -27 -WITH WITH 100 MESH SCREEN, 2. A 1-1/211 PRESSURE REDUCING NORMALLY OPEN MASTER VALVE, WATTS 1-1/2" 816-4SA-PG-NO-MO-T, IC IRRIGATION SATELLITE ll TO BE A TORO SENTINEL.* CONTROLLER IS TO SET MASTER VALVE AT 80 PSI AND CONNECT- TO SATELLITE "Cill PER SATELLITES MANUFACTURER PROVIDED ASA COMPLETE ASSEMBLY AS MANUFACTURED BY THE TORO INSTRUCTIONS. PERFORM ALL WIRING CONNECTIONS PER SATELLITE'S MANUFACTURER INSTRUCTIONS AND SPECIFICATIONS. COMPANY. CONTACT DON GHELLA (480) 832-8590. MODEL NUMBER ASFOLLOWS: 3. A 2" FLOW SENSOR, DATA INDUSTRIAL JR-22BB-2. INSTALL PER MANUFACTURER'S INSTRUCTIONS AND SATELLITE C: ESB*,.,oU2-MPEA1610K-0I31-VRA PER CONSTRUCTION DETAILS. CONNECT TO SATELLITE "C"PER SATELLITE'S MANUFACTURER INSTRUCTIONS. 3/'120 VOLT POWER STUB OUT AT THIS LOCATION UNDER ELECTRICAL WORK. 4. EXTEND 3" MAINLINE TO VALVES AS SHOWN, R 0 ELECTRICAL ENGINEERING DRAWINGS. FOR ADDITIONAL INFORMATION. . .. ... ... ... . . .. .... ....... "'PE 0 '0NNE:_CTf0N8'ANb_1N8TA ... LEAVONS MIR MANOM3TUkEW8 .90,pst F LU SYSTEM DESIGN PRESSURE 80 PSI 3)TRUCTION PEAK IRRIGATION DEMAND 59 GPM .. .... .. .... ...... ... . ....... ....... -- - --- ------ .... ...... ....... .. .... . .. ....... ..... 14 :3/411 0.0 0 ADJ. A ADq. 3/4 314 314 ............ .............. .... ... ...... ....... .................... -- - ------- - - .. ... . ....................... .... ... ... ..................... ............. . ..... .... ..... ....... . ....... . ...... .. .4- . ... ............ 'y A .. .... . .... ....... ...... ......... ..... . . ..... ...... 'A� 11 LU ... ............. .......... ............... .. . A . Ill , -v4w- .. . ...... . .......... A 4'A Ll 4 3 .4 .N� 4 4, 1-1/4 OVA 4 of A A 1/4 A 3 LU LU 1411 •LIJ 14 Will 3/4•Aqt 4 1-1/4 V) A4 A w 11/4 of jA. 2 '3 ......... .. .......................... ----------- ........ Lu ....... ............. . . .. .. ........ .. . ... ... .............. . . ... ........... .................. ...... .. ...................... fill ..................................... ....................................... .... .. ......... ..... DJ. Mil DJ. LU z ftwm Wwo- RIM0 M Ill RWM WOMM RWM M"m RWM 1111110-A RWM will Ill Mmm" Ill fti RWM w— RWM wwwmK Willi ma-imm RWM MMW ll limiiiiIiiiii rAWM RWM RM IAW wamm RYN mm -m RM "M Pwmm RMLEFUNIN RWM MOM= RU RWM RWM Ill w1mom RWM NowIlillso RM RMA momilow Ill ZRM mm, mm MM nowd" RWM RWM -1 FRtWfMA &A"A"Al 0)-- nwm wIlmom Sri." _-4-s4m "mill Rwm I owmow*m Imm4. w am z ....... ...... .... .. .... ...... ...... ....... . ..... ...... . .. . . ....... ...... .... .. ....... ....... ..... . ...... ....... ...... ....... -- ------- ....... ..... ... ....... ...... C-20 52 31AII 000000 . .. .... ...... ...... ....... .... .... . . ..... ...... . .... . .... 2 CHERRY AVENUE �� ... ....... ....... ... . ..... . . . . . ...... ...... . ..... ...... .... - -- — ----- . ........... . ....... .... .................................... ................. 4 k... ............. ....... ...... .... . ........... 1.5., ...... ......... ....... ........... ... . 3. LU.... . . ...... ------- ... ... --- ------- ------ ­­ Uj m m m 0 ­_ ____ ... . . ... ...... ------ ------ ....... LU2-w � RWM RWM Ilmilimimmm RWM RM ammm RWM iiii Awm mlllllll� RWM wimmil RWM MOWN IMM Mill FtWM RWM m m ._ _._ . . . .. . ............ ..... . .... . ...... ....... ....... ...... ........» _ m m . . .... . .... .. ....... ------ ...... m m < W/1 C ------- rn of C BILA, INC. > Landscape Architecture and Site Planning 119 N. Maple SL Suite N, Corona CA. 92880 (909) 737-1124 FAX (909) 737-6551 2-1/20 __ ---- ------ .. .. ...... . ..... LJLJ LLJ ........... ......... _v . ... ... ... ... ..... .. ....... .... ........ora I... .. ......... m 157 z . . . .... ...... LJJ LU -- ----------- ---- - - ------ . ..... ..... .. . . . ......... ... . .... .... .... . - -- - -- - ----- ---------------------- --- - --- ----------- - ...... .. . . . .... ... ..... A . .... .. ..... . Jill m Ilk e. 7• A ... ....... • ... ....... I .. .... . ......... . . . . ............... ... . . . . . ..... ... . . ..... ... . .... ........... .. . . . ......... .................. .. .. .. ... . .. ......... ..... ... . ............ . . ... .......... .... .......... ...... m mtwwm Rw omw mom Noma Rvvm MMill RWUN-ft" MUffimmm RWM RWM mirlimaimmi RM4 wimmma RVOW now" RVOA Nomm Ill Fmh& MONK nwi ilismilimilism "m Ilailailmomm Ry�m unow RWM �mi RWM qWM wamommemill RWM wmmm ftW14 mmmo RWM mmu� RWM __4 F�pt bmw-m RWM Fill &Amum kWht limmill AWM RWM RWM 11"ll RWM mmillill RWM I(Wht 0 MUm R* RWM u Z ... .. .... ...... . ...... ...... .. ..... ...... ...... TOLL FREE 1-800-422-4133 A PUBLIG SERVICE BY UNDERGROUND SERVICE ALERT REV REVISION DESCRIPTIO14 DATE ENGR, CITY DATE - - --------- I J SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMLNTS NOT COMMENCE WITHIN TWO YEARS OF tHE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CRY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. UNAUTHORIZED CHANGES AND USES CAUTION. SCALITER IRRIGATION ENGINEERING, ING, WILL NOT BE RESPONSIBLE FOR, OR LIA13LE FOR, UNAUTHORIZED CHANGES TO OR USE OF "rHE IRRIGATION PLANS. ALL CHANGES TO THE IRRI— GATION PLANS MUST BE IN WRITING AND MUST BE APPROVED BY SCAUTER IRRIGATION ENGINEERING, INC. THE IRRIGATION BANS CONTAIN INFORMATION PROPRIETARY TO SCAWER IRRICA-80N ENGINEERING, INC.RNAREFURNISHED' CONRENCERELIMPRPOSE F EV07HERN'IDDGOR WEW. THIS DOCUMENT OR RS CONTENIS MAY NOT BE USEDSF ANY AND MAY NOT BE REPRODUCED OR DISCIOSED TO OTHERS WM40UT THE PRIOR ;WRITTEN CONSENT OF SCALITER IRRIGA17ON ENGINEERING, INC ALL RIGHTS RESERVED, (D COPYRIGHT 1987-2002. CHERRY AVE TO STATION 157.8 Prepared Under The Supervision Of: %..6#ML 11— %J FNF4 ItA URUPA AVENUE STREET P OVEMENTS DRAWN BY. -- -- - 1 11=20' P 11 A ft a DESIGNED BY., IRR46"AGATIO'N' L/ -%N -i�if-E- SPK 12/5/2007 Date: CHECKED BY: APPR01V .RBY: DRAWING NOl 1 69 04 V7 mz D ... R.C.E. 51152 . , DATE: 4315 247 J PJ CITY ENGINEER