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HomeMy WebLinkAbout2595-4000.00 4. SW R.C.P. L.M. _ k3+-55.00 � (off" R.L.P. 1 0+17.36 4- e6 0NEN Y a "1111100# Bch .. 3M• AVENUE11' ' N ALMOND�- vo �, �'� 1• '— (o EWER .. �jnduj0 CO"'N . I-.%: .. . . . It. 4�m" Qsa .., •� °° 00 V cn O F FO N TA N A CALIFORNIA _ , 2 CONSTRUCT 36` RCP STORM DRAIN PIPE D =PER PL,A1N. IS CONSTRUCT CONCRETE BLANKET PER DETAIL ABOVE. STORM DRAIN IMPROVEMENT NS FOR iHE/1 /RYJ. KAISER H/GH SCHOOL A CITY ENGINEER R.C.E. 25126 V& NQ 2 595 5TA { 3 0.51 z W \.Jw o 11 LKT CN ASIN1 THIEVES ENGINEERING*CC)UNTY ;16VIL 800ERSURVEYING AVENUE ®LA MIRADA, CAUFORNIA 90639 (71'4)521-4811 FAX:(714)521-4173 PREPARED UNDER THE SUFIERV I SION OF • -_ _ r!A �OCJK I. AGMAI �� R.C.E. 43293 F_�3d� W^t�k'�V=8.0-7' Q 2s =1/CF5 TRA PORTA lON/FOOD 40L DE�VALLEY%AW 935.00T.C.1434,00FL. t 7.35 4 G C.F5. 43f,8Zr. e. RECOMAIENDED/APPROVED W. APPROVED dY• SCALE _ +� 40 .1 LAUD DEVELAGrEM6113HR DATE DESIGNED By: N.L.T._ DATE: �. 4 Z/9 �EVISEt� Devi S fo 3 A 1S 1b _ DIREC7?}R 2tLgn. DOE Z il9 98 ADG� e1'TYS✓r�/iTJ�E ac��r��s>�c�r,�l �Jor� / � kt CHECKED BY : �y: I!,,.1.�. APPROVED: DWG. NO C 3.4, 4 REY• DATE DESCRITIo APP OWc" of 7RoausIDDIWATION WE Q �alp Oo 5+40.00 3(o" `c .., •� °° 00 V cn O F FO N TA N A CALIFORNIA _ , 2 CONSTRUCT 36` RCP STORM DRAIN PIPE D =PER PL,A1N. IS CONSTRUCT CONCRETE BLANKET PER DETAIL ABOVE. STORM DRAIN IMPROVEMENT NS FOR iHE/1 /RYJ. KAISER H/GH SCHOOL A CITY ENGINEER R.C.E. 25126 V& NQ 2 595 5TA { 3 0.51 z W \.Jw o 11 LKT CN ASIN1 THIEVES ENGINEERING*CC)UNTY ;16VIL 800ERSURVEYING AVENUE ®LA MIRADA, CAUFORNIA 90639 (71'4)521-4811 FAX:(714)521-4173 PREPARED UNDER THE SUFIERV I SION OF • -_ _ r!A �OCJK I. AGMAI �� R.C.E. 43293 F_�3d� W^t�k'�V=8.0-7' Q 2s =1/CF5 TRA PORTA lON/FOOD 40L DE�VALLEY%AW 935.00T.C.1434,00FL. t 7.35 4 G C.F5. 43f,8Zr. e. RECOMAIENDED/APPROVED W. APPROVED dY• SCALE _ +� 40 BENCH MARK. CITY OF FONTANA, B.M. 578 RAILROAD SPIKE IN POWER POLE NO. 897925 (3) E. AT THE _N.W. COR. JURUPA & ALMOND AVE'S. ELEV. = 935.76 ( 1976 ) HENRY J. KAISER HIGH SCHOOL SCALE : 1 40 CU?\V LATA O 0 R L T A 4!90 OG' 27" 90.00' 70.85' 37.38' SAN BERNARDINO COUNTY 4SP0RTATION1FLOOD C0NTRC DEPARTMENT -STORM DRAIN FI.AN FO R A i t J,^A in w I Ar!A It fc Am N q % -�,c,• CONC[�T�TE �Ai`��,Ei �E.TA1L Is PK THE CONC. [3lKMF SNAIL EXTEND AM% N T. THE FML WMIA OF THE 1:5W)n DP�a11J 71ENCN PLl]� M ADDITIONAL IZ" INTO EXIST. 6b" R . C .P ri UND c)TUM D �_- AI T N ON EACH SIDE OF STnn 1 Rmh [I�tiNCN . I` N. DO' 3&30"E. fyi CONSTRUCTION NOTES 1a--- BREAK INTO EXISTING STORM OfWN CLEAN OUT AND CONNECT RCP MATH 6" MIN THIC CONC. COLLAR. '0 ROADCT STORM DRAIN CLEAN OUT PER SAN BERNARDINO COUNTY DEPT. STD. PLAN NO. 208 AND 205 X-♦'. CONSTRUCT CATCH BASIN PER SAN BERNARDINO COUNTY STD. PLAN NO. 206 AND ' LOCAL DEPRESSION PER CITY OF FONTANA STD. DETAIL 121 Z, V W = PER PLAN V = PER PLAN. CONSTRUCT 48' RCP STORM DRAIN D=PER PLAN. 6a ---CONSTRUCT CONCRETE COLLAR PER DETAIL ON SHEET No. 1. 7a-- REMOVE EXISTING PIPE CLOSURE. 80--- CONSTRUCT 3(r RCP STORM DRAIN PIPE D -PER PLAN. �— CONSTRUCT 24" RCP STORM DRAIN PIPE D= PER PLAN. Number be ssued beforetaiCation "Permit to Excavate" will be valid.1 For Your Dig Alert I.D. Underground Service AleneC TOLL FREE 1-800-422.4133 Two working days before you dig CITY O F FO N TA N A CALIFORNIA , 2 CONSTRUCT 36` RCP STORM DRAIN PIPE D =PER PL,A1N. IS CONSTRUCT CONCRETE BLANKET PER DETAIL ABOVE. STORM DRAIN IMPROVEMENT NS FOR iHE/1 /RYJ. KAISER H/GH SCHOOL A CITY ENGINEER R.C.E. 25126 V& NQ 2 595 THIEVES ENGINEERING*CC)UNTY ;16VIL 800ERSURVEYING AVENUE ®LA MIRADA, CAUFORNIA 90639 (71'4)521-4811 FAX:(714)521-4173 PREPARED UNDER THE SUFIERV I SION OF • -_ _ r!A �OCJK I. AGMAI �� R.C.E. 43293 _ � Z� CRATE OF SAN BERN ILO TRA PORTA lON/FOOD 40L DE�VALLEY%AW DR/s� NN BY: RECOMAIENDED/APPROVED W. APPROVED dY• SCALE _ +� 40 .1 LAUD DEVELAGrEM6113HR DATE DESIGNED By: N.L.T._ DATE: �. 4 Z/9 �EVISEt� Devi S fo 3 A 1S 1b _ DIREC7?}R 2tLgn. DOE Z il9 98 ADG� e1'TYS✓r�/iTJ�E ac��r��s>�c�r,�l �Jor� / � kt CHECKED BY : �y: I!,,.1.�. APPROVED: DWG. NO C 3.4, 4 REY• DATE DESCRITIo APP OWc" of 7RoausIDDIWATION WE 2595