Laserfiche WebLink
i <br /> 1 Y <br /> i <br /> W <br /> EDGE OF PAVEMENTLu <br /> SHAW ROAD <br /> ' EDGE OFPAV MENT� SWALE �` <br /> -- C V 0 5� PROC/EC'T <br /> '`. PLACE QOC.F 18x// C. .P. SITE <br /> 1 I GAGE FL=23.50 5)FL 23,/0 �N FC? -25.90 PLACE 5 L.F /8x II C. S.P. IreOA6E FL = �1.25(5) FL 20.75�)V)FC? -2580 <br /> IL <br /> / � 2 0 Zh SHAW RD <br /> h 14W Y. 99 <br /> P4,4CE� /00 L.F 12`SD <br /> � - &S=D.C?05 <br /> rj - <br /> �� 61> 4.C, P,4VEMEAII <br /> 2 soC,,yy,� + 1e=24' PLACE 125 L.F /0"'S �a tai R=20' <br /> CSS 0OD/5 <br /> _ LOCATION MAP <br /> A3 NS <br /> R =30 r'`s rC= fO Miw <br /> 30� 2�f PLACE / SLF IBES ��'� 5DCB -7 <br /> S=O.OQ22 RIM 2'3. 75 <br /> INV, It907 <br /> .y p Q IN =.O.BB cFs <br /> A4 �s <br /> OUT =5.49 cP'S . <br /> mo a N N <br /> GOES <br /> C� <br /> A I <br /> Tc = I7 Mini! CB-4 -RIM 2I.7 � C I 2h� 0 h h <br /> /NV. /8.7co <br /> A 2 <br /> Q our = ,/.77 Ce'5 Q IAI=o.�a cfs 11v <br /> Q OUT =.�.48Cfs FF ELE v 2G.50 <br /> TC /O;MIN. <br /> I5 SD - �2??`SD>--�� t�.) RIM 24.04 - <br /> 1 <br /> ( TC =/7M/N REPLACE EX./2" D C 3 INV. 1787 <br /> I CB--! CB-3 - ;P/M 2/.CO/ W1I05L.F. 15"SD Q/N OSG <br /> rc =/OM/N QI/tl=L�3c'f5 �5=0.004 p QOLIT=5.77 <br /> Q/N = 0.23 cf'S &XI577 C'OA/C. APRON Q OUT= '0_9 C-IS <br /> Q our=0.23 crs REMOVE EX/ST. ti <br /> STORM ORAlIV , <br /> e MA/4/HOLE <br /> zA � <br /> ph <br /> . Op <br /> 9 WO <br /> &4R;T1u-,3RowER co. <br /> DIS TRiaurioly CENTER r <br /> w � <br /> _ FFmon . = 2!tv.:5g L� o <br /> Q� <br /> Q � <br /> n <br /> n <br /> V, <br /> f`� <br /> CD <br /> WEST RAIL Of RAIL.ROAZ) SPLIR� _ <br /> T:;XIS T. I9"SD E1C. /B 51) @ S=0.0035 <br /> rw <br /> EX/57."MH EA'/S T. MH�R/M 228,5 <br /> - INV. 16.671-5) i�I0(w� <br /> 0OUT- 7.90 cg's STORM DRAIN CALCULATIONS <br /> POINT OF CONTRIK RUNOFF lrtteneifr 0 cfe Pipe Slope Length II EW Eley Yelod+y T. min T, min <br /> CONCENTR4TION A A CA 1 CA I Art piom ! r f1/H R } s in i e +oia! <br /> CB-i o.10 0.45 0.14 <br /> 0.004 65 O.tb 0.200 0.7 0,64 O, <br /> },30 0.75 0.96 <br /> 1. 1,5fa ,T IZ' .064 1 0-se 0`SD 5.i 0.657. S <br /> 1A OA .7 <br /> 1.66 Sty z. 9 l5' 10 o.40 0,621) l7 0.45 .10 <br /> C8- 0.4 0.17 0-41 <br /> C6 .o <br /> 2 35 1,50 3 $3 I .001 125 0,"!b OL80 i4.77 <br /> I.S2 .0 <br /> 33 1.47 4, 19' O'Dw 13S 0.30 O.So 7 3.2 0 0 <br /> 044 U,55 r <br /> 3. 1.44 5.60 Z ' 135 ,2o 0 t 8 0. Z1.IT <br /> 619 <br /> ,I ,4 5.69 2l' O,C015 too 0.1 D 2 0.b0 i. <br /> 411.3� S 2f" 0-0*36 f 5 O.S6 0.10 D Z a 61 z2. <br /> ozz o-33 <br /> C6-Ie <br /> I' 15' 6.0024 5 0.% 19.66 <br /> DATE: <br /> - s 1 <br /> SUBMITTED SHEET <br /> SCALE: I"= 40' <br /> T <br /> __- - - - GEORGE So NOLTE AND ASSOCIATES <br /> DR INAGE STUDY PLAN L-- 3 4� <br /> DESIGNED: <br /> w DRAWN: JROSS <br /> OF SHEET <br /> FRESH START BAKERY . <br /> PROJ.KENC3R�.W.S. -� BY } , a <br /> f .0 I-L' r- SAN JOSE WALNUT CREEK SACRAMENTO <br /> C_ <br /> k I.FC�. _ AN DIEGO <br /> --- - - ; -- --`� (408) 287-3400 ' f (415) 934-8060 (916) 446-5Q20 (619) 278-9392 e1Q8 NO. <br /> BY DATE ---- REVISIONS DATE:-2/5�1 9 8 6 R.C,E. '8694 <br /> 2263-84`0 f <br /> SAN JOAQUIN COUNTY CA1,IFORNIA >� <br />