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HomeMy WebLinkAbout3383-2TR_f1-\\(_-l_f -120@2 STA. 4+69.98 CHERRY LEAF LANE =STA. 10+02.00 CHERRY LEAF LANE M. H. N0. 1 5' S'LY OF -13 INT. 4+74.96 LIME AVENUE STA. 10+00,00 CHERRY LEAF LANE RAYMOND F-) AVENUE -12 -1-1 -10 2 1 j a I j 6 STA. 4+90.18 STA. 8+19.84 EXISTING M.H. 57 ELY OF 12-1--zi, NF—) JB8/2-1-23 LD -14 1 -10 1 -12 6' 5 7 . .... .... . . cn r__ co CD PAD=45. Ln Ln PAD'=42.7 12 ,perPROPOSED 10 9 8, STORV DRAIN -PAD=4.1.7 + -1 11, 68' P,AD=39.8 PAD=40.8 4- + 'PAD -43.3 + 8 C" PER DWG, NO. 3384 1 [1 - PAD S9.0 QD Q'> r__ r- S1,1111 CD 34' 34 LO m (n SHEET NO. 4 cli BOW 7 BW 19' 22 ' i2' .505 L5 RAMONA CHERRY�LEAF3 3 3 3 3 03 9 3DRIVE I A KI C' CONSTRUCTION NOTES SEE SHEET 3 1 CONSTRUCT SEWER MANHOLE PER CITY STD, DETAIL 112 INSTALL 4" EXTRA STRENGTH V.C.P. SEWER LATERAL PER CITY STD. DETAIL 125 Underground Servfce Aled SEWER LATERAL TABLE STATIONS LOT TRACT BOUN D A RY L DESIGN NO C) YES 00'03'54!'E / 2 j LAI_� I �LVVLR PER IRAU!,, 109 6 DWG. NO 1158 777 7, 77 r 11_11..._17 /7 DWG. NO, SHEET 4 NO 10+53 OF 8 5 YES 7 nnn-n7,�= :7nT YES 9+19 777- YES T- —w— — — 7 8 NO w 9 NO 7+75 10 NO 6+51 11 77 6+41 JlT_ YE 5_+37 r7 67.00' 6 7,; 0 1) t 61.001 67.00' 67.00' 67.OQ' 670 C-0 PROP!', R/W Qw _5' 6' 5 7 . .... .... . . cn r__ co CD PAD=45. Ln Ln PAD'=42.7 12 ,perPROPOSED 10 9 8, STORV DRAIN -PAD=4.1.7 + -1 11, 68' P,AD=39.8 PAD=40.8 4- + 'PAD -43.3 + 8 C" PER DWG, NO. 3384 1 [1 - PAD S9.0 QD Q'> r__ r- S1,1111 CD 34' 34 LO m (n SHEET NO. 4 cli BOW 7 BW 19' 22 ' i2' .505 L5 RAMONA CHERRY�LEAF3 3 3 3 3 03 9 3DRIVE I A KI C' CONSTRUCTION NOTES SEE SHEET 3 1 CONSTRUCT SEWER MANHOLE PER CITY STD, DETAIL 112 INSTALL 4" EXTRA STRENGTH V.C.P. SEWER LATERAL PER CITY STD. DETAIL 125 Underground Servfce Aled SEWER LATERAL TABLE STATIONS LOT BW VALVE DESIGN BUILT 1 YES 12+55 FEBRUARY, 2003 2 YES 11+87 -3383-F2 3 YES 11_11..._17 /7 DWG. NO, SHEET 4 NO 10+53 OF 8 5 YES 10+43 6 YES 9+19 7 YES 9+09 8 NO 7+85 9 NO 7+75 10 NO 6+51 11 YES 6+41 12 YE 5_+37 /1\ I DEC 2-19-04 ADDED M.H. NO, 22, REV. CONNECTION AT LIME AVE, MARK I BY I DATE REVISIONS A00ki DATE ENGINE " E �I R CITY v SEAL -ENGINEER ,�?,o F E S S/04� A. Q_ rn No, 25917 m Exp. 12/31/05 civi - orp- C moms TRACT Ewim� I Wm 0 63 CSL ENGINEERING, INC. 11651 STERLING AVENUE, SUITE E 3) I SIA. 14+58.87 q EXISTING M.H. 5' E'LY OF q PER DWG. NO. 1158 PROPOSED 24" --- PROPOSED 30" STORM DRAIN STORM DRAIN OF ED STORM R EXIST. �Rj /, , , , , J 14+00 xS. DRAWN BY: SE DESIGNED BY: 3 SCALE: 1"=40' 63 CSL ENGINEERING, INC. 11651 STERLING AVENUE, SUITE E 3) I SIA. 14+58.87 q EXISTING M.H. 5' E'LY OF q PER DWG. NO. 1158 PROPOSED 24" --- PROPOSED 30" STORM DRAIN STORM DRAIN OF ED STORM R EXIST. �Rj /, , , , , J 14+00 xS. Ln PAD= 50. 0,,-,,"" Ln + PAD=51®5 01 CT, X cry U3 EXIST. 8" SEWER 25'02'42" -- PROPOSED 8" SEWER 25.76 INV. INLET N. 25.86 INV. INLET N. 4' DIA. M.H. PER CHANNEL THE M.H. BASE AS SHOWN STD. DETAIL 112 RIVERSIDE, CALIFORNIA 92503 (909) 785-5122 FAX (909) 785-5180 DRAWN BY: SE DESIGNED BY: I °\ %10 I I Vol %7 LIME AVENUE 470'± NOT ?OF MILER AVE. SCALE: 1"=40' DATE: 716 SE 7, �77 FEBRUARY, 2003 (EXP. 12 31 ,,PF -3383-F2 (Jy CHECKED AfPROVEYDEC — 7-/ DWG. NO, SHEET RICHARD A. SCIANNI CITY ENGINEER: RICARDO SANDOVAL, R.C.E. 51152 OF 8 "j, Ln PAD= 50. 0,,-,,"" Ln + PAD=51®5 01 CT, X cry U3 EXIST. 8" SEWER 25'02'42" -- PROPOSED 8" SEWER 25.76 INV. INLET N. 25.86 INV. INLET N. 4' DIA. M.H. PER CHANNEL THE M.H. BASE AS SHOWN STD. DETAIL 112 RIVERSIDE, CALIFORNIA 92503 (909) 785-5122 FAX (909) 785-5180 DRAWN BY: SE DESIGNED BY: I °\ %10 I I Vol %7 LIME AVENUE 470'± NOT ?OF MILER AVE. SCALE: 1"=40' DATE: PREPARED BY: R.C.E. N0. 25917— SE __(FP7 To j 320' NORTH�y, MILLER AVE.) FEBRUARY, 2003 (EXP. 12 31 ,,PF -3383-F2 DATE: CHECKED AfPROVEYDEC — 7-/ DWG. NO, SHEET RICHARD A. SCIANNI CITY ENGINEER: RICARDO SANDOVAL, R.C.E. 51152 OF 8 J N59 7/02 -19 -04/59 7SEWER2 REV. DWG/S: 40