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Home My WebLink About4401REF-5L0 O m 0 N O 3 v Li H 2 V) I Y W w U W J I z O U W N I x I O d - O 0 U Q) V) 1760 GA 1765 1769 1759 1764 1768 00Lo 1758 �7 1767mill UNI 1757 1762 1766 - - - 17561 1761 1765 -40 -20 0 20 40 -40 -20 0 20 40 -40 -20 0 20 40 24+50.00 26+00.00 27+50.00 1759 1763 1768 1758 1762 1767 PROP, PR OP. 175 7 1761 --17-6�- 00 00 1756 - 1760 1765 1755 1759 1764- -40 -20 0 20 40 -40 -20 0 20 40 -40 -20 0 20 40 24+00.00 25+50.00 27+00.00 1757 1762 1766 1756 1761 1765 UTLo 1755 -1� 17642. 1754 1759 - 1763 1753 1758 1762 -40 -20 0 20 40 -40 -20 0 20 40 -40 -20 0 20 40 23+50.00 25+00.00 26+50.00 PROFILE SCALES HORIZ.: 1 "=10' VERT.: 1"=I' REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SEAL—ENGINEER CITY OF FONTANA, CALIFORNIA A E I A S C O QROF ESS�ON9l Ho �� C O NSU L T I N G STREET IMPROVEMENT PLANS C; �� o� 2 DRAWN B GS LYTLE CREEK NORTH ROAD SCALE: 0 N ABOVE CD � o 937 SOUTH VIA LATA, SUITE 500 AS SHOWN NO. 42280 COLTON, CA 92324 CROSS SEC11ONS EXP. 03/31/08 DESIGNED BY: DATE: PH. (909) 783-0101; FAX (909) 783-0108 OS STA. 23+50.00 TO STA. 27+50.00 MARCH, 2008 PREPARED BY. STEVE J. OSFORD R.C.E. NO. 42280 J'�9TF CIM \�O��Q' EXP. D 3/31/08. CHECKED BY: APPROVED BY: DRAWING NO.: 5 OF CAS DATE:6 -p SJH CITY ENGINEER R.C.E. 51152 DATE: 8 P P. PROP. R W R W 6' 24' 24' 6' SHOULDER SHOULDER WCL w ^ � o � PROPOSED P P. P P. R W R W 6' 24' 24' 6' SHOULDER SHOULDER � � W _ W 0.38' � W — � `r 0.38' ori PROPOS FS � NATURAL " 0.38' A.C. � PROPOSED FS � NATURAL ^•' � � 0.38 A.C.r- PROPOSED FS � NATURAL N ^ cD 0.38' 2.00 PROPOSED FS 2. pp o — GROUND !� � 2_00% 2� �p9� �� GROUND NATURAL � N ^ 209' 2:1 0.50' EARTHEN cV GROUND N ^ 0.50' A.B. SWALE � SWALE N 0.50' EARTHEN 0.50' A.B. SWALE SWALE 0.50' A.B. 2:1 0.50' EARTHEN 0.50' A.B. 0.50' A.B. SWALE 0.50' A.B. P P. P P. R W R W 6' 24' 24' 6' SHOULDER SHOULDER � � W _ W 0.38' � W — � `r 0.38' ori PROPOS FS � NATURAL " 0.38' A.C. � PROPOSED FS � NATURAL ^•' � � 0.38 � � ^ A.C. PROPOSED FS � r� NATURAL N � cD 0.38' 2.00 PROPOSED FS 2. pp o — GROUND N � 2_00% �p9� GROUND � N ^ 209' 2:1 0.50' EARTHEN cV ^ N 0.50' EARTHEN 0.50' A.B. SWALE � SWALE N 0.50' EARTHEN 0.50' A.B. SWALE SWALE 0.50' A.B. 0.50' PROP. PROP. P. R W R W 6' 24' 24' 6' SHOULDER SHOULDER � � W _ � 0.38' o � — � `r 0.38' ori PROPOS FS � NATURAL " 0.38' A.C. � PROPOSED FS � NATURAL N � � 38 ._ _ — FS N GROUND N o cD 0.38' 2.00 PROPOSED FS 2. pp o — — N ^ ^ 209' GROUND � N ^ 209' 2:1 0.50' EARTHEN cV ^ N 0.50' EARTHEN 0.50' A.B. SWALE � SWALE 0.50' 0.50' EARTHEN 0.50' A.B. SWALE SWALE 0.50' A.B. 0.50' A.B. 0.50' A.B. PROP. PROP. P. R W R W 6' 24' 24' 6' SHOULDER SHOULDER W � w _ W 0.38' � w — � � 0.38' 0 � PROPOS FS con NATURAL O co PROPOSED FS 0o NATURAL N � � 38 ._ PROPOSED FS N GROUND N ^ cD 0.38' A.C. PROPOSED FS ^ — NATURAL N ^ ^ 209' GROUND � N 2� 209' 2:1 0.50' EARTHEN cV ^ 0.50' A.B. SWALE � SWALE 0.50' 0.50' EARTHEN 0.50' A.B. 0.50' EARTHEN SWALE 0.50' A.B. 0.50' PROP. PROP. P. R W R W 6' 24' 24' 6' SHOULDE SHOULDER W � w _ w 0.38' rn A.C. w — � � 0.38' 0 � PROPOS FS con NATURAL - PROPOSED FS � GROUND N ^ 0 � 38 2.00 PROPOSED FS � ^ NATURAL N • •. � cD � = . �700% ^ — NATURAL N ^ ^ 209' GROUND � N 0.50' EARTHEN 2:1 0.50' EARTHEN GROUND SWALE 0.50' A.B. SWALE � SWALE PROP- P P. R W R W 6' 24' 24' 6' SHOULDER SHOULDER w � w' w � w — � ca 0.38' ca PROPOS FS cD O PROPOSED FS � NATURAL — _ cv � 38 ^ A. C. PROPOSED FS � ^ NATURAL N • •. � � = . �700% ^ — NATURAL N ^ 700% � 209' GROUND � 2:1 0.50' EARTHEN GROUND � ^ SWALE � SWALE 0.50' A.B. 0.50' A.B. PROP. PROP. R W R W 6' 24' 24' 6' SHOULDER SHOULDER w � w' w � w — � ca 0.38' ca PROPOS FS cD PROPOSED FS � NATURAL — _ ^ 0.38' A. C;-\ ^ NATURAL N � 2 OOq �700% � 2.Opq — GROUND N ^ 700% � 209' NATURAL � 2:1 GROUND � ^ � SWALE 2:1 0.50' EARTHEN 0.50' A.B. 0.50' EARTHEN SWALE 0.50' A.B. 0.50' PROP. PROP. R W R W 6' 24' 24' 6' SHOULDER SHOULDER w w � w — � ca 0.38' A.C. PROPOS FS PROPOSED FS � NATURAL � � 0.38' A. C. NATURAL N � 2 OOq �700% � 2.Opq — GROUND ^ 2:1 0.50' EARTHEN SWALE 0.50' A.B. 0.50' EARTHEN PROP. PROP. R W R W 6' 24' 24' 6' SHOULDER SHOULDER w O � — � ca 0.38' A.C. PROPOS FS ^ NATURAL GROUND N � �700% � 2.Opq — 0.50' EARTHEN SWALE 0.50' A.B.