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HomeMy WebLinkAbout4401REF-71787 1792 1786 1791 - 1790r -i to 1784 1789 1783 1788 -40 -20 0 20 40 -40 -20 0 20 40 `3`3+50.00 `35-00.00 1785 1790 1784 1789 uffil 178 3 1788 ` 1782 1787 1781 1786 -40 -20 0 20 40 -40 -20 0 20 40 33+00.00 34+50.00 1784 1788 1783 17Z /—\ 00 -� 1782 1786 1781 1785 1780 1784 -40 -20 0 20 40 -40 -20 0 20 40 32+50.00 34+00-00 .E PROFILE SCALES HORIZ.: 1 "=10 VERT.: 1"=I' cfl REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SEAL—ENGINEER E_ CITY OF FONTANA, CALIFORNIA 0 o QROF ESS/pN9lAASC IMPROVEMENT PLANS N ``�� HOs,C O NSU L T I N G STREET c� co,`� 0� 6) DRAWN DRAWN BY: LYTLE CREEK NORTH ROAD SCALE: C_') � o � 937 SOUTH VIA LATA, SUITE 500 GS AS SHOWN ABOVE COLTON, CROSS SEC11ONS No. 42280 � CA 92324 EXP. 03/31/08 PH. (909) 783-0101; FAX (909) 783-0108 DESIGNED BY: STA. 32+50.00 TO STA. 35+00.00 DATE: -v OS MARCH, 2008 a JI' CNI� \P CHECKED BY: APPROVED BY: PREPARED BY. STEVE J. HOSFORD R. C. E. O. 42280 `J EXP. DA :3/31 /08 DRAWING NO.: 7 O 9TF OF CA��DATE: SJH CITY ENGINEER R.C.E. 51152 DATE: S v J P P. P P. R W R W 6' 24' 24' 6' SHOULDER SHOULDER w � f�ROUND � � w � � PROPOSED FS � 0.38' A. C. �' 2� 2=0q N 0.50' EARTHEN SWALE 0.50' A.B. PROP. PROP. R W R W g' 24' 24' g' SHOULDER P P. P P. R W R W 6' 24' 24' 6' SHOULDER � SHOULDER w NATURAL cn w � NATURAL � GROUND O PROPO NATURAL co GROUND � N � GROUND ca PROPOSED GROUND `� � � 0.38' A.C. A. C. PROPOS 00 � � � - 0.38' A.C. PROP SED FS tv � 2� 2� \ \ ��09, ED FS 2. p� N o0 0.50' EARTHEN / rii 0.50' EARTHEN 0.50' A.B. 200% 1-11 �Di SWALE 0.50' EARTHEN SWALE SWALE 0.50' EARTHEN 0.50' A.B. 0.50' A.B. SWALE P P. P P. R W R W 6' 24' 24' 6' SHOULDER � SHOULDER � NATURAL cn w � NATURAL � GROUND � PROPO ED FS , � GROUND � GROUND ca PROPOSED F -� w � � 0 0.38' A. C. PROPOS FS'-,, � � 0.38' A.C. 8 A. C. •- / 2� Op% PROPO ED FS 2. p� N o0 0.50' EARTHEN / SWALE 0.50' A.B. 200% 1-11 PROP. P P. R W R W 6' 24' 24' 6' SHOULDER � SHOULDER � NATURAL N w � � GROUND � PROPO ED FS , � � � GROUND � PROPOSED F -� w 0 38' A. C. j \ ^ � 0.38' A.C. 8 A. C. •- / 2� �pq PROPO ED FS � N o0 / ^ � ^ 200% 1-11 �Di n' 0.50' EARTHEN SWALE SWALE 0.50' EARTHEN 0.50' A.B. PROP. 0. PROP. R W R W 6' 24' 24' 6' SHOULDER SHOULDER w N w � � NATURAL � PROPO ED FS , � � � GROUND � PROPOSED F -� w 0 38' A. C. j \ ^ � 0.38' A.C. 2� �pq N o0 / ^ 0.50' EARTHEN SWALE N 0.50' EARTHEN SWALE 0.50' 0.50' A.B. PROP. PROP. R W R W 6' 24' 24' 6' SHOULDER SHOULDER w w � NATURAL PROPO ED FS , � � � GROUND � ✓ i � 0 38' A. C. ^ 2� �pq ^ 0.50' EARTHEN SWALE 0.50' A.B.