Loading...
HomeMy WebLinkAbout4239-3ME IN, �Jx_ b X A 4 1 1/4" _Y -jr /V' W_" > 'Z57 &I g 'y -K IV IV 1 /4" tk Ib X-0 1/2 29 1-8 ......... - ------ 1/211, 0, IS 11_� � u A'M��"' _ - I I INSTALL MAINLINE 12" FROM 30 1-9 1/2" BACK SIDE OF PAVING iN 2 SHRUB AREA (TYPICAL). t + 1/4 12" 0 1-7 -3 _b -2 C)9 c-, SF It 11 0 if \� V /,�,�-�-1-1-1�,-,-,-,-,-"-"-"-"-"-""""" _­��111 ' ' 0 A M 14i -2 Q co 11 41V Ap 1 1/4 1-6 45 1/2 I N 1 1/4 V A� 1 _5\ 4r, A A A 7 trik X tp \ ;�- I 'I x I I 411 1 RM�"� 1 1/4 I All 1/2 1/211 It L W cn 21/2 v .......... VD ujv 1 1/4 1 --0 1 1 /4 X: gg 1'-� v 4 P_ S Ln LO h LK 4 A F J 39 /1-10 1/4 r -j ul I 01 _4 'A L! 7, 39/1 120 Ti X�' 0 A /2" bo4�_ 4m, 1/2" 1/2 X, 1 1 /4 /4 V� 1, Y j k 'V 1-4 32 '?N� _05 PU V FT_ I I I 3- _40 01V AA tD V it /4 1/4 ------ .... A> !__q NLn 1 1/4 If If V 1 1/4 2 fg� A: KEP MAP + 1/4 N.T.S. we PIPE SIZING LEGEND' 0 (To be used for all laterall line pipe - see vj S w [u) CO plan for mainline and sleeve sizing) J0. CP -7 GPM 3/4#1 Rl; 0 7.1-11 GPM 11.1-20 GPM It 14 1 1 V'1�1!� 20A-28 GPM 9 1-12 1 112 28A-45 GPM 20 NOTE- REFER TO SHEET LI -10 AND LI -11 45.1-65 GPM lit - 21/2 FOR NOTES AND DETAILS 7 1- 1 1, — __ 'X 71 NOTES: �5 it 000 1. ALL LATERAL LINE PIPE TO BE314"' 0 sk�� UNLESS OTIHERWISE NOTED A%*0 2. ALI PIPE SIZING f, LLOUTS ARE IN THE PIPE Ln I INCHES, OR REFERENCE V� CITY OF FONTANA SIZING LtGEND ABOVE. 4- 1 PIPE S'ZING CALLOUTS ARE SHOWN ONLY AT THE END OF RUNS. ALL PIPE SIZED BETWEEN THE�'_SJF CALLOUTS ARE DRAINN BY: SCALE: E SAME. COYOTE CANYON SIZED 1H tk 4. ALL LrAJERAL LINE PIPE DUWNSTREAM DESIGNED BY: ----ffj1T1GAT10N �01� PHASE 2 1 DA T E: Oslo* AS 0000 OF A a/4" SIZED PIPE IS ALSO 314". cl-��P- CHECKED B,: DRAWING ff, APPI ;Y- 3 k 11 _30VED B #4239 2 -Ai Tv, ENGINE W_ Im 0 SHEET TITLE IRRIGATION PLAN M SCALE 1 0=30' 0 REVISIONS M Z C4 S H E E T VIM Llm2 2 3 0 F 23