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HomeMy WebLinkAbout2665-l-2168263 z Li'l Z of 2. • � s CDN REMOTE CONTROL W, W,� QUICK COUPLING VALVE (SEE PLANS AND SPECS.) LU 2 , METFA RFXVALVE L V E � AMETEx PLASTIC VALVE BOX WITH LOCKING LLI VALVE BOX vw Lo�cKINa�� = COVER. BOX PART NO. 10-170-001 W/ GREEN CV # z W I / COVER PART NO. 10-175-004 OR APPROVED M UD FINISH GRADE V EQUAL MARK 'QUICK COUPLER' ON BOX. 0) P* -.z _ r \ O FINISHED GRADE 0 II ` FINISHED GRADE IIIA ,� _ _ —I 4100 _ INITIAL ASSEMBLY TO BE 4- IN HEIGHT. II_1I11 / FINAL ASSEMBLY OF ROTOR HEAD TO BE I I BELOW FINISH GRADE II II I III I VALVE BOX W/ LOCK FINISH GRADE p MIN. , 18 N 3/4" III EXPANSION TO SPRINKLERS _ CURLS ANGLE TO SPECIFIED DEPTH W/45 ELLS BRASS NIPPLE 11 kk ie BRASS OR GALV. N. J 1:— - - %� �i : •'F -' _- % PVC ELLv0-, o PVC SCH. 40 STREET ELBOW ELBOWS .--. -' �;;` 3 �'' PVC SCH. 80 NIPPLE, SIZE AND LENGTH AS REQUIRED CJ ��•���� ' 2`x4° RWD. BLOCK PVC Cr o z PVC TEE OR ELBOW SxSxT PVC MALE GATE V NIPPLE I 1 CU. FT. PEA GRAVEL N MARLEX STREET ELBOW _ LATERAL LINE ADAPTOR e .iZ•odso �S•5�: -o'er ,,.oa'. .: o� oao0 00oo p • •s- J 0 0 0 " c. •a � o r — COMMON WIRE TO VALVES ON SAME MAINLINE CONTROLLER 2x4" R.W.D. BLOCK 1 � C1 .1. FT. PEA GRAVEL SUPPLY UNE PVC MAIN LINE FITTING PRESSURE SUPPLY UNE FITTING (SEE SPECS.) CONTROL WIRES NOTE: 2. TURF AREAS -EQUIP ALL SPRINKLER HEADS LUSE TEFLON TAPE ON ALL THREADED LOCATED IN ATHLETIC PLAY AREA AND PARKS FITTINGS WITH RUBBER COVERS. VALVEREMOTE-TU VALVE ROTOR HRFEAD I KGATE VALVE - -WALK, PAVEMENT Oh OTHER STRUCTURE FINISH GRADE � 'ice 11 12' MIK � 18 MIN. I� RISER SLIP BASE SOCKET OVER END OF WIRES LEGEND REDUCING VALVE. - - - - - - - - - - - - - �; MAIN OR LATERAL LINE STRIP WIRES. APPROX. 5/8' FROM ENDS'. 1. PRESSURE TWIST ENDS TOGETHER 2. RECTANGULAR VALVE BOX. HEAT 24" MiN.. � ��I�� NON -PRESSURE LINE ELLS TEE OR ELL STEP 1 APPLY SEALER TO OUTSIDE OF [L, BRAND PRY ON - VALVE BOX LID IN 2" HIGH CHARACTERS. MFG. BY AMATEIC w/ LOCKING LID UNDER (LATERAL) 12" NIPPLE SEALING PLUG. FILL CAVITY W/ SEALER 3. FINISH GRADE. PAVEMENT - ELEVATION t PUT CRIMP SLEEVE OVER WIRE ENDS. PLAN 1 2 3 4. PVC PIPE FROM BACKFLOW •• ! E R ELL TE O �`� CRIMP SLEEVE IRE AND CUT OF EXCESS W PREVENTER. � f DIRECT BURIAL- _ _ LOW VOLTAGE �I�II --------------- r _ ._ r '' �� MAIN OR LATERAL LINE sTEPk PULL BASE SOCKET OVER WIRE S. PVC MALE ADAPTER (TYP.). , CONTROL WIRES PRESSURE LINE (MAIN OR LATERAD MARLEX STREET ELL END A S FAR AS POSSIBLE `= X 6. PVC PIPE TO IRRIGATION SYSTEM ,I, % Q IIII ANGLE PIPE TO SPECIFIED DEPTH 4 5 6 WITH 45' ELLS. PUSH SEALING' PLUG -INTO -BASE -SOCKET 7. COMMON BRICK (4 REQUIRED). , 12" NIPPLE STEP 3 MARLEX STREET ELL - PUSH WIRES TO END OF BASE SOCKE.t 8. 3/4" CRUSHED ROCK 8" DEEP. —Q — -' NOTES: ASSURE COMPLETE SEALING OF CONNECTION 9. 2" CLEAR SPACE. T. TRENCHING AND BACKFILLING SHALL BE PER STANDARD SPECS. SCHEDULE 40 STREET ELL SCHEDULE 80 PVC RISER ° �oc� oo ' °Oi 9 Q o •8 0 =( 1 " IN TURF AREAS. 0 ° ° °' �, o 2" IN SHRUB WIRE CONNECTOR .AREAS. � 7 �' MINIMUM BACKFILL RELATIVE COMPACTION SHALL BE 90% PLAN STEP 4 ° SECTION 8 9 NOTE: USE TEFLON TAPE OR TEFLON PIPE DOPE 3. BUNDLE CONTROL WIRES TOGETHER AND TAPE TO PIPE AT 10 RAINBIRD PEN—TITE - ON ALL PVC TO PVC OR METAL TO PVC MALE PIPE THREADS. FOOT INTERVALS NOTE ALL PIPE AND S SHALL BE SCHEDULE 80 PVC UNLESS OTHERWISE SPECIFIED TRENCHINGDETAIL WINJOINT WIRE CONNECTION PRESSURE REDUCING VALVE PER CITY OF FONTANA DETAIL i WALL OR FENCE - 5'—o' SCREW OR BOLT— C----- AS _ CONDITIONS REQUIRE ' tC - HARDSCAPING ' I - . I _ 1O -10 GA. STAINLESS / ' ` DIREC TION 0r WIND �; �� `-� AGGREGA TE BASE . ; 0-oMATERIAL.�sox SEE SPECS. STEEL WIRE �, �-� �' ,� .` J -? ' . ' STAINLESS STL. `, . NOTE: INSTALL ARBOR (aUARDS � ��/ C0�4IPAC TTUN4UIRED I! ! i • _ T WASHER— AS IF: PLANTED IN TURF _ E • CONDITIONS REQUIRE �- { I� --- CINCH TIES OR APPROVED E0 1JAL. (4 TOTAL) NC*I - ILA�A- of CN • . 1 W 1 t J f• r 1 AL - j ' -2" DIA. x 10' LONG 'TREATED . SAW — ' -- LODGE POLE TREE STAKE � ` S45T C4 WONDER TIE OR. I `�O i I Ij i �- I . _ . 4' WA� i E R. BAS I N SWTM PER PLI1N �Itl 2 — ADJACENT TO �REssJRE -iii SUPPLY UNE — r EQUAL— AS NEEDED _ I s- TYIarc'0 RE P YLAIE r � � )EC:P FOOT #UB24-2 WHEN - - SL E — DI�E R � I WITHIN 5' OF HARDSCAPE - SUPPLY UNE - �' — ESPALIERED PLANT IIr— I �� . �- jlTr=' - ��_ �----.--- ROOTBALL 2' ABOVE FINISH c.� NO TES: ALL SLEEVES TO BE SCH 40 PVC. . EXTEND ALL SLEEWS 24 BEYOND EDGE OF HARDSCAPING AT BOTH ENDS OR VINE ( �-' , ,; . ( C; RAD E} _ COMPACT TRENCHES IN ARtsAS TO BE PLANTED BY TNOtIROUGHL Y JETTING BACKFILL Wf TH • l ( I _ �, 1 ---BACKFILL MIX (SEE SPECS) WA TER TO LEVEL GRADE. ��`,Q,NDSCAP �� A. Pp m — I NOTE: / If -� CITY OF FONTANA; CALII =OMNIA 272 PAINT B - OLT OR SCREW TO --ROUGHEN SIDES II — _ °� �� � tY S{ MATCH SURFACE BEHIND ACF3IFOHM TABLETS (SFE SPECS} ignatu = DRAWN BY: - 3 2 � . 1 1 /2 ,eORIC. _ ROUTBALL 6 F [Tate x'att'OnDate-10-3� DESIGNED BY: I :DATE 6 MENDED NATIVE COMPACTED U NA ®� � SOIL DWG. NO.: C D =APPROVED B - .CSC/ter-+%�G � DATE:T*. CITY ENGINEER R.C.E. 25126 EXP. DATE 12/31/9 VINE PLANTING TREE. STAKI-NG.. j I T e S c A P c 1 Landscape Architecture and Planning 180 NowPorf Cantor Drive Suite 210 Newport Beach, CA 92660 Richard Polhomus, License CA -/2782 (714) 614-9370 (714) 644-9396 FAX FN0. REVISION I t2viso rev -city 3 •'K •qs a z y a w J 110- on cn p C)d J U 0 LU F-_ Q D DVM z Li'l Z of 2. LLJ � cc CDN � 0) o LU 2 J Q U 0 LLI N ~ = 0 CV # z W 0 Z M 0 V LL LL 0) P* -.z _ < z 0 H � a z y a w J 110- on cn p C)d J U 0 LU F-_ Q D DVM z DATE 2/9/98 . of 2. Z W CDN C6 z Q CV C) LU 2 J Q U 0 z w N ~ = 0 CV # z ''o W 0 x 0 � LL LL 0) P* -.z a LU =Mjl r< qqt 0 a z y a w J 110- on cn p C)d J U 0 LU F-_ Q D DVM CHK DATE 2/9/98 JOB* 98-001 of 2. DWU• No. Z66,6