HomeMy WebLinkAbout1408-3®�
572" X /#" R. C. B. C.
i
STORM DPAN AND SEWER
EA SEMEAI T
N 5/ ° 3/'S5"E 5Z"X /4 "RCBC
9
NSA°38 oaf
Q',
CA TCH BAS/,
lV. T. S.
L. -_I (�I
lo�jv
if CURVE DATA C3. CURVE DA TA
D = 02D°03'ZZ" A = $1�0 5L 38"
yll� 2D' R = ZD'
L = 3 /. q 1A ' 6, L= 3/. 41-0'
T = 2D. DZ' N T = /0).028'
T,1A CKSON DR/VE
/5 ' SEE SHEET -5- 8 8 8 8 8 8
a 1130-
1-4
, r�
�! 4
o,tim� W N~ ah N� �o pN oN mW� �N
�a�� t^ y:N N� rN
-4 y' oath\ ��
NQ N� o '►� 14 hq
00 k N p
0
3'l TAPER _ a
11 : I
l� /5 ' N00 ° /B'Zc� "1iV
�� l3 Al E XIS T. IMPROVEMENTS PER
DWG. NO. 116 °) D- /5_Z5_
r� Qac
Ln
� �• 1�k ok0 b Q�,Q � �
8 JACKSON DR/VE
OLE,�I /UDER
2.•, T,qP
16)
Al/E/I/UE
321
/Z'
0'
_LEVEL 4�I1�1E o d3�
�o —
3
/ EX15T. PVMT.
OLEANDER AVENUE
- M T YPl C,4 L SEC 7r/®�i/
oq
10614 1
N.T. S.
o � �
_ u
RIVERSIDE BLUEPRINT RIVERSIDE, CALIF.
zz
SCALE: /"= 40'
CONSTRUCT/DN MOTES
/O— CONST. 8" CURB e GUTTER PER STD. /O/
O3 -- CONST. Y"' P. C C. S/DEGVALK PER STD. /OS -A
CONST. CROSS GUTTER PER STD. /D�4
CONST. 2 1/2" A.C. PAVEMENT OYER COMPACTED NAT/VE SO/L.
SO -- TD BE REMOVED
N 3AWCUT TO NEAT CLEAN EDGE
1.q /3 CON57 VAR/ABLE THICKNESS A.C. DIERLAY M/A//�YIU�YI)
l�f FEATHER aVERLA'/
/5 /2EMOVE AND REPLACE
JG AD✓UST M.14 70 F/N/SHED ' GRADE
/7 TD BE RELOCATED� POWER POLE
WARN/NG S/GN
@—'CONST DISCHARGE STRUCTURE PER DETAIL ON SHT. 2
Z! 'CONST. 93C. PER DETAIL DN SHT. Z
22 CONST. CURB INLET PER STD. /2/
@_CONST. /8 - R. C P , D -LOAD = 2000 SEE ENCASEMENT DETAIL SHT. Z
C / TY OF FONTANA CAL IF-ORNIA
e'�°��SSIcNq� E. J. ROBERTS B ASSOCIATES
�, 9.37 VIA L ATA, STE /00 PUSL / C WORKS DEPARTMENT
KE"P"���"�sA ' '� COL TON, CA. 92324
No . c;,3820 (7/4) 8245700 DRAWN BY SIRE T IMPROVE SCAL E
�' ltilEN7" PLANS
V. D.L . A S SHOLViI./
Exp. 6-•30"90 OLEANDER AVENUE
CIVIL t V t L DESIGNED BY DATE
Ll.
OF CALIF
E T7.61 ALAN/ M-95 RC.E, 338?.D CHECKED BY
�- / �- /APPROVED
�D 8
E . /89.2 _.
la