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A 7
ARROW so' R7 ARROW 50' R7
RTE S�LY RTE 5'�Y
1155 � R� 1155 1155 R� 1155
c_egu
77%.
1150 �—� 1150 1150 �� --� 1150
B
1145 1145 1145 1145
0 25 50 0 25 50
1600 1800
SCALE H:1 " =20' SCALE H:1 '=20'
Vo 1 " =10' Vo 1 " =10'
ARROW 50' RT ARROW 50' RT 33' LT
s'Lr S��y W'Lr PECAN
1155 RTE ("Roger', � 1155 1155 RTE R� 1155 1155 AVE 1155
— s3,.aL -e.ss
1150 $� �� 1150 1150 1150 1150 1150
1145 1145 1145 1145 1145 1145
0 25 50 0 25 50 —40 —25 0
1550 1750 1800
SCALE H:1 " =20' SCALE H:1 " =20' SCALE H:1 " =20'
Vol " =10' V:1 " =10' V: 1 " =10'
50' RT � SO' RT � 50' RT 33' LT � 33' LT
ARROW ARROW ARROW N'Ly PECAN M'LY PECAN
RTE S��Y RTE S��Y RTE s �Y
1155 � 1155 1155 R� 1155 1155 R� 1155 1155 AVE 1155 1155 R� � AVE 1155
1150 � � 1150 1150 � — 1150 1150 -- 1150 1150 1150 1150 " —• 1150
oil,
1145 1145 1145 1145 1145 1145 1145 1145 1145 1145
0 25 50 0 25 50 0 25 50 —40 —25 0 —40 —25 0
1500 1700 1900 1750 1900
SCALE H:1 " =20' SCALE H:1 "=20' SCALE H :1 " =20' SCALE H:1 " =20' SCALE H:1 "�0'
Vo I V : 1 " =10' V :1 " =10' V* " =10' Vol " =10'
10 42d
ARROW 50' RT ARROW 50' RT ARROW 50' RT
33' LT � 33' LT
RTE 5'�Y s'�Y s'�Y M'LY PECAN M'LY PECAN
1155' «.ax, R� 1155 1155 RTE � 1 155 1155 RTE �" 1155 1150 � AVE 1150 1155 AVE 1155
1150 � 1150 1150 � -- 1150 1150 1150 1145 1145 1150 1150
am" 1145 1145 1145 1145 1145 1145 1140 1140 1145 � 1145
0 25 50 0 25 50 0 25 50 —40 —25 0 —40 —25 0
1450 1650 1850 1700 1850
SCALE H:1 " =20' SCALE H:1 " =20' SCALE H:1 "=20' SCALE H:1 " =20' SCALE H:1 " =20'
Vo 1 " =10' " 101 =1 :V :1
ARROW ROUTE PECAN AVE
DESCRIPTION OF REVISION DATE CITY
APPROVED
CITY OF RANCHO 'CUCAM'ONGA
STREET PLAN AND PROFILE
CROSS SECTIONS
ARROW ROUTE d PECAN AVENUE
BENCH MARK: APPROVED BY DATE
SAN BERNARD I No COIMTY BENCH MARK CITY ENGINEER R.C.E. No. 53672
N0. 01110. 1' ROUND HEAD BOLT IN DESIGN RE�
Celle TOLL FM CONCRETE CURB AT SOUTHWEST CORNER d�!l1�.a
OF ETIMANDA AVE AND ARROW ROUTE. (xASSOCIATES
DRAMI SHEET
22T�1� 7 FOOT HEST OF CURB RETURN.
STAMPED 'SO CO SM 01110' SFH 4 pp 4
CXECKED � s �M , D DRAWING N0.
I" ��� �M� M m ELEVATION: 1153.847
csa� arms tae ass l. c� n 2343 M21111,11