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HomeMy WebLinkAbout4078-13 vAN©S£gpF� ` 4, t �N 80 Q r ti t 4 C1 t ri,Iti IA I' * - - * 11 1 i I Or , z _ 11 } 0 MAIN SUPPLY, LATERAL AND WIRING �-• ' FINISHED GRADE 6" MIN FROM HARDSCAPES s = INSTALL A 6' ROUND PLASTIC f W Et 0 RDSCA ES 6" • I I ., LATERAL BOX WITH LOCKING Lt0 `' - = = .of ri ri of l zE>t- NON PRESSURE LATERAL UNE WIRING • �. i• MAINLINE 11 " rn 5/8" - ti.�ri�.r oioi ri��oi�, ``-i'`ali MIN. 24 ABOVE GRAD£ oo z z llr-1 Ell-r rr�.,,rrrr ri�.�e►io� ll'—•. • • _ •.• I SPLICE BLOCK :51,?: �; c•ISTRIP WIRES APPROX. FROM ENOS 11-411�ilve e 4•4•4�4.44.1.40 .`0—ii t...-o. LATERAL LINE1101:ori rir4 Err..��.r 1#1! Wwtt! s �.�rrrr s�Lr OI�y r�.r ..:2FINISH GRADE UlII ri e. of rr. �i•H PRESSURE SUPPLY LINESTEP 1 •- If��!ri,.�!=i�'tr�+�'�oi.�'�., err s►ir f oi`r.��.,!# ll'11[Wi i,r rrr�ririrr� ll�ll 1Z• II I0q rrrr t-. .. 41 ,�eCONTROLL WIRES _. __._ I -.. _ Z �0.'f0rrt#: e t.1C' '1l 1 I _ k Q « CLEAN BACKFILLiiii- =! = .,. =1 I .-=i i 1=I 1 I=i I J TWIST CONNECTOR UNTIL WIRE END REACHES BOTTOM Ilt..-4. IUD _'1 jii - _ 1;11. -all ?ll.•—•Ill 11#11�?I1r=11--.1! . .• , • �Jii =1!I---I = IRR. CONTROL WIREj1 -111lilt=ll.11.#11111=11t ' . 18" , .,, I ,�, STEP 2 • ,,,. ,_, , .". O W 6"MIN ":----=...---- -/* I H MIX CONTENTS OF SEALING PACK, CUT 1/2 OFF • FINE GRANULAR MATERIAL WILL BE PLACED ON ALL LINES. NO " r 2" x 4" RWD BLOCK * �' zQ END OF PACK AND INSERT CONNECTOR TO LARGER THAN t/2" INCH IN SIZE. THIS WILL BE PERMITTED IN THE N 1 :`� l Y ' _ m OPPOSITE END INITIAL BACKFILL MEASURED 6" FROM THE TOP OE PIPE. THE REMAINDER „ ¢ w OF TRENCH CAN BE FILL WITH ROCK SCREENED 2" MINUS. X Z ALL BACK FILL IS TO BE SATURATED AND COMPACTED TO 943 3PROVIDE A 20" LOOP OF WIRE 1 CU. FT. PEA GRAVEL W E- ...-7,,--101=-. IN ALL CHANGES OF DIRECTION INSTALL ALL PVC PIPE WITH LABEL UP. GREATER THAN 30 DEGREES REMOVE 11 z z () Q STEP TIES AFTER ALL CONNETIONS ^l�4 W I-- SNAKE ALL PIPE IN TRENCH. TAPE AND BUNDLE WIRING AT HAVE BEEN MADE i �g@, '' — Z 10' O.C. MAXIMUM TO MAINLAINE. • ' k . J W CO O BUNDLE AND TAPE ALL CONTROL WIRES AT 10' O.C. TO PRESSURE NI U 0 U SUPPLY LINE AND PROVIDE A SERVICE LOOP AT ALL 90 DEGREE I1 WRAP OPEN END OF SEALING PACK WITH CHANGES IN DIRECTION. 1 NOTE: r-TAPE, ALLOW TO SET UNTIL RESIN JELLS PRESSURE MAIN 2" AND LARGER SHALL BE P.V.C. CLASS 315 SHALLP.V.C. SCHEDULE4 . 1 REMOTE CONTROL BOX MAY BE USED IN LIEU OF SPLICE BOX. SMALLER THAN 2" BE •C 0 PLAN VIEW t STEP 4 CONTRACTOR SHALL PROVIDE SLEEVES OR CONDUIT LINES WHEN MAINLINE INSTALLATION IS UNDER ASPHALT OR CONCRETE. 11 NOTE:I 0 E: INCHESOFCOVER OVER SHALLPROVIDE24" £ CONTRACTOR NISI SCOTCH SEALING PACK 11 SERVING A DRINKING FOUNTAIN OR PRESSURE MAINLINE DO NOT INSTALL 120 VOLTAGE OR HIGHER WIRE 3" AND LARGER. IN THE SAME- TRENCH AS THE IRRIGATION CONTROL WIRING t I II Q U 1 v , ES QFESS! APPROVED APPROVED BY. At1F sro APPROVED 8Y: FES PR VED BY. 4 4a9 s� .„ APPROVED BY: CITY OF FONTANA ®� ° + CITY OF FONTANA iTh.\\Gir„S„.%1 CITY OF F0�3TANA �o ��� CITY OF FOIVTANA Z 1-4v`���0 * ���� ., G l�2.;��Gb � � l��6' . f �aD 0 ���'00 ot .G!/.�. +I . ��' A► II ���� 1���' . 4�/ � �v z CITY ENGINEER DATE: a I CITY ENGINEER DATE: k CITY ENGINEER DATE: CCITY ENGINEER DATE: SPLICE BOX 4, , N0. aslas ROBERT W.WEDDLE WIRE CONECTION �#oaslaa ROBERT W.WEDDLE TRENCHING DETAIL Noas1as ROBERT W.WEDDLE PIPING AND WIRING N° 25116 f ROBERT W.WEDDLE ASSEMBLY O * r>�. 1a/a1/o1 * Es'. * E 1a/31/o1 * : TIMOTHY RAS TEDT. 4( EXP 12/31/01 * DRAWN DY: TIMOTHY RASTEDT , •'� DRAWN®Y: TIMOTHY RASTEDT- * DRAWNBY: TIMOTHY RAST€DT: DRAWN BY. a ►t DATE OF LAST REVISION: STD.PLAN NO. HT 1 F1 CV "-:*: ' fl' c '' DATE OP LAST P.EVISiON: �j�� c[ '� DATE OF LAST REVIS1OrrI: p, p f� Awa �! S . Ova CM fl�'t o tkui b" DATE OF LAST REVISION: STD.PLAN NO. 514 SHT. 10F1 o' mow- STD.PLAN NO. 515 SMT. 10F1 Clt�t ST LAN NO. SHT. 10F1 a Clc 5t 7 4 .,,. LO N Cr)11 LI I <L U 2r1 I Ilia CI. g h Z CLEAN BACK FILL SATURATE AND COMPACT TO 9 % • v. O Q C 0 FINISH GRADE HARDSCAPING 10" VALVE BOX MARKED w/ 2 �•- ,�--�E—+�-�-� � -^F� • �! 0 >6.. LETTERS READING Q.C. QUICK COUPLER VALVE 11=11=11=11.---11=11;-.17-ti1 12-I RISER Z • 44, • 7►• w • \ .• t " • • .� W/ LOCKING BOLT LID I �.• er-- llr-=11 it:= •«tri''C• ai,.y«'nol-0"'tF:=-'li NATIVE BACKFILL 2" MINUS 12" MIN. FROM HAROSCAPE MATERIALS F-111=-11#1143,144•444.444•14-111=-11=11-=, FINISH GRADE �� t�'�� irs �- #HaMAIN OR LATERAL LINE * 0 11=11* 'e eree$ 0,4'✓ 7411:^1 NON PRESSURE LATERAL LINE W/SLEEVE VALVE BOX W/LOCK TEE OR ELL r , Z 11 -14•°•00:4;+.14,..t ► rilll. .. .. V : III' yrir� ioioio�'or. 11=1 , r t ..., "'[1-+ -- ==I=' f =� .. . ��„ 1 ELEVATION 12" NIPPLE Q --1 ,a .1 4,;: rir'#4,.,oi4. _ !-il=11.-�t[ 11..-;11=11--it-11-'11=11=11�II- =;11=I1=-[t`"IC"" =-"',11 11`=$11: :tl lt' 1 �" Q tv 11-- rr��,��,.��,�i,4��,�i,.��,*f��11 PRESSURE SUPPLY LINE W SLEEVE FINISH GRADE ,11#1111;.-1=411#11P.11#11#117411:1=11#11.4`�- l lt:.11, .11. .11, .11. .111`1,1 ,11. ,Il: ,. C.� 111111.+ �.••►,.��.�i,.��oi,.��oi,.4j I n ..., ,.. ... _. * 18 = 6 MIN PEA GRAVEL 18 t" � 'll: NIPPLE SIZE TO MATCH HEAD SI2E � W Z O Idi flai. CONTROL WIRE SLEEVE " -11. illi OC �.—.—. } 2 x 4 RWO OR BRICK r t° 111F1 ., 1:=!` SAND BACK FILL ..�. I I 1 1 I I 1 1 1 eRAss sTREer ELL TrP. '�"r • ir: eN �,I ( �� :BASS N#PPCF 6" MIN 1 • • 0 Z TEE OR ELL .;;, U n- u. 2 MIN 1111=iir-11..=11=1111-11Ill= ,,,,,,J.. ` 11=1 BRASS >"" ( PVC MALE ADAPTOR PVC SHC 40 TEE OR ELL MAIN OR LATERAL LINE ei Ejf O GATE VALVE , \LATERAL LINE SIZE TO BE NOTED ON PLA' 11 lill I MARLEX, STREET ELL(PRIVATE) v ® r- • • MIN ■ I IA PVC STREET ELL(PUBLIC) ` 0 LC) co NOTES: * 4�` ' •, ..Y.s s4 24" M#N. #4 REBAR. ATTACH • :a® U NIPPLE SIZE TO MATCH HEAD SIZE ' LO N _`V �'•I, ?'*,�;•l MAINLINE w/(2) STAINLESS STEEL BANDS CI- Fr- ...„ INSTALL CONTROL WIRE SLEEVE ADJACENT TO THE PRESSURE SUPPLY LINE. SIZE PER F SPEC. PLAN MARLEX STREET ELL(PRIVATE) N 2" x 4" RWD BLOCK •... . I SCH 40 PVC STREET ELL(PUBLIC) O ALL SLEEVES TO BE SCH. 40 PVC AND TO BE 2X THE DIAMETER OF THE LINE TO BE NOTE: 1C JOB NUMBER SLEEVED. SCHEDULE 40 STREET ELL USE TEFLON TAPE ON ALL THREADED FITTINGS 1 SCHEDULE 80 PVC RISER CIE-426.11 * INCREASE THIS DISTANCE TO 36" WHEN SLEEVING UNDER ROADWAYS- AND COMMERCIAL 1 I It TRAFFIC WAYS WHEN INSTRUCTED BY INSPECTOR. - 1 CU. FT. PEA GRAVEL a PRINCIPAL IN CHARGE SLEEVES SHALL BE EXTENDED BEYOND HARDSCAPE TO POINTS AS REQUESTED BY 1I V INSPECTOR - BOB BORTHWICK W ID PROJECT MANAGER I IF. SLEEVES ARE TO BE USED AT A LATER DATE, CONTRACTOR SHALL TAPE ENDS AND NOTE: ALL PIPE AND FITTINGS SHALL BE SCHEDULE o PROVIDE A VERTICAL, MARK AT ENDS OF SLEEVING VISIBLE AT GROUND LEVEL. 40 PVC UNLESS OTHERWISE SPECIFIED KIRK KELLER Z USE PVC STREET ELLS W/TEFLON TAPE FOR ALL J PUBLIC JOBS r SHEET TITLE d 1 ll IRRIGATION co • 0 DETAILS el O m El SCALE O AS NOTED r REVISIONS • ��oQ�oFEssioy,�� APPROVED BY: CITY OF F®NTANA �gpfEssrp APPRO D BY: ��ofEssrp� APPROVED BY. N. \ ��� ���o N���� CITY OF FONTANA ����o ����� CITY OF FONTANA fESSio, APPROVED BY: PLAN CHECK CORRECTIONS/ (� �, l ! CITY OF FONTANA Aw /,, eakt CLIENT REVISIONS 00 i'lte � CITY ENGINEER DATE: ! E:4. o`"c �a CITY ENGINEER, DATE: m CITY ENGINEER DATE: /� PLAN CHECK CORRECTIONS V 25126ROBERT W.WEDDLE SLEEVING DETAIL Na 25128 CITY ENGINEER DATE. GATE VALVE NO` 25126 ROBERT W.WEDDLE QUICK COUPLER No. 25126 ROBERT W WEDDLE SWING JOINT / \ 4/10/06 . 1a 31 N D AROBERT W.WEDDLE �> I2/31/01 fZ / /81 >F • TIMOTHY RASTEDT. * D"2/31A1 DRAWN BY * DRAW�i BY. TIMOTHY RASTEDT. '� DRAWN BY TIMOTHY tZASTEDT- * DP /2/31/°/ * DRAWN BY TIMOTHY RA5TEI7f. Q ,� Ova \�, am s av>L N. Jj arm �� y alp"" '�' 1 _1 * ftt or clRt�t DATE OF LAST REVISION: J. OWL �� r� DATE OF LAST REVISION: �iF + DATE OF LAST REVISION: yt' l ` STD.PLAN NO. 518 SHT, 10F1 OF citta DATE OF LAST REVISION. STD. PLAN NO. 519 SHT. 10E1 'IT(Litt ' STD.PLAN NO. 521 SHT. 10F1 or COt STD.PLAN NO. 522 SHT. 10F1 - A O AO oo1 1 r ffi Q 1 1 .e '! ---? HOLD HARMLESS&INDEMNIFICATION CLAUSE ~ ,. i 1 I �"�'} •,,�� "���.,« ''�° CONTRACTOR AGREES TO ASSUME SOLE RESPONSIBILITY FOR JOB Sl`17; A Y , _ CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS 1 1 1 �" Cr I3 ;' t PROTECT,INCLUDING SAFETY OF ALL PERSONS AND PROPERTY.TILAT Q THIS REQCIRR�4F.VT SHALL• APPLY CONTINUOUSLY AND NOT BE W d 1 vir I< �w # i FP �d ' LIMITED TO NORMAL WORKING HOURS,AND THAT THE CONTRACTOR /� I 1C; .e SHALL,DEFEND,INDEMNIFY,AND HOLD THE OWNRR;DEVVFLOPGR,THE / \ U.I II 04 i' i COUNTY OP LOCAL JURISDICTION .AND THE LANDSCAPE llESt(iNER HARMLESS FROM ANY AND ALL LIAKlLITY REAL OR ALLEGED IN t -. �` --- CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, A i- 1 i' 41 EN'CEPTING FOR LIABILITY ARISING FROM SOLE NEM IGETCE OF THE z_ OWNER/DE-•VELOPER, COUNTY OF LOCAL JURISDICTION AND THE Q �' LANDSCAPE DESIGNER, SHEET • W 1 0 DRAWN BY: SCALE: COYOTE CANYON C4 . PARK SITE LANDSCAPE PLANS r�` DESIGNED St HATE: D. CHECKED BY: AP-'OVED - : / 'op DATE DRAWING NO.: 13 N �_ f--Z-7- *- -407s ,z : AS PO4-00044 -- I -- ENG-05-00875 0