Loading...
HomeMy WebLinkAbout6771-3P I PROP s s R aRM DR4ry E iIINNIE, IXIII. IE 1 — —ENEIIIN h \ 1 i EFL,.. ..-lNT ka a0 pcal 6 9S PP IF 11 1 5 ov %70 0 Er R N 66s9 - R I-EEF�1670 a7:71; PIT Plry FE 4 1 6 zw) THE IF 11 Ll� IF c) CH POP F- pan 1fi9.9 V > 13.53f fs s Q is _ Q� D aaE 3 48 cfs @[P S 1 LF ,., ,., ,, V x 3 91 fqs LB GH RCP IF E-11 Qao O'LlDn t77F lL 11J ]Oi o1fi68cfs 2 F EO REP . 1 a_.aD, r14 Q oa 2 13 6f5 V..I 099fs ',. Qto-2D48cfs 4 or 204 8 efs NSTILFFTIIIIIF 10 331ps V ox: 2 46 fps ,,. \ A Ps ,I III IF OVER RE ENTCFFNOTE11IN STO M DRAIN LAT STO��RAIN STORM DRAI LATSTO M DRAIN LINE A'P OFILE A-1 PRQFILEA-2" A-3' PROF LE 46+00 47+00 48+00 49+00 50+00 51+00 52+00 10+00 10+00 10+00 - STORM DRAIN CONSTRUCTION NOTES. SD MANHOLE NO TABLE mrvsTRuci GD Rca STORM DRaN TRErvcHIII SEDONI DET.vz1 ory IFEET5 corvsTRucT I R.cP aToanl INAIN TRErvcHArvD SEPMOR DITML 1 ory IFEET I O mrvsTRuci<E I.NHoLEIERch/oFFONT NIs,D.PUNII.aolz i 1 HATERAPN 7 h b r SCRPPrv\urvAh SEe EPTRN o' 1107262-0a SO MANHOLE N0.4 TABLE IEET 1. © N zooD wrvTRaz 11,4 IFa ww 8 b N NE ea aD 4 :Gz 1 IF ,1 HE c z. �:: \ E eCNNIDDrvo DETALI zza _ Q yw o m LATA2 CATCH cAP,\r ENDD EEDET LON eHEET5 nm 9 a IIF BAS NH ABLE RorecTNPLace III _ ROPOPED R„ JP ML �, : , ,c y�P S k z w -�" m _ P WAY STORM DRAIN STORM DRAIN - o _ �__ 5 N oo T - •- , LINE DATA CURVE DATA y�CJ��g ;P '\` r .zsn LATA-3CATCH � oRv, DRAN z O6� -u az Oreaa _ FUT BASIN TABLE R. cT'ea _ wE wTIT D D�IF TAd G SET N ER APN PROP - _ _ �a a R o 1107-262-04 \a as cz ,EoonDass, -�'�. _ _ _A71 N.. - - - 02 ,0., 0.11 sbrmwaier Connector Pipe Screen TYP. CATCH BASIN IF a TD IF RE CASE A . -10WDID: 836C392621 SC,Ml 1 =aa EI "ILIFF1ILL,IID a III E Ts ¢Iu1 o¢a 5eAc, �� �GI� 'f��/f U�U�� ��\��`IHATEV"E u�1 ��, newaE (6.1H SHOULDCONSTRUCTbN OF THE REQUIRED IMPROVEMENTS NOT IFTHINTWQ YEARS 11 THE DATE QFAPPRQVAL SHowN HEREON AND CARRIED FORTH NA DECENT MANNER, THECITY HW „` s " xa. D x.>zss m w roan �a A 1EINFEEDUNNEIT1111PEEIIIIINIF CITY OF FONTANA, CALIFORNIA STORM DRAIN IMPROVEMENT PLANS 11MMENCF IN,STORM DRAIN PLAN &PROFILE 3 RINHERINPINTIIII wu oc 01 REQUIRE RE\/ISIONSTO THE PLANS T06RINGTHEM zero .e.a mi.. exa - �,jY �}�_. -__� STA 46,00.00 51 +44.39 ENGINEERMAV PLF rpvEoe ✓ 6, T�2023 Try 3 6 Ta vzr�h �nco vnsaeeesN cRh Pueuc swhoE Er urvoweEourvo sEExa •zEEr CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. TEVEN\Eue /.i/#�ry NOT, 1-11 Eyp. 3 INTO