HomeMy WebLinkAbout1449D-2NORTH
,• . R/W PHASE I .B CONSTRUCTION LIMITS
a
NORTH
R/W
PHA
10.5
1
24'
EXISTING A.C.I. VARIES 10' to 13'
t
3
4
r.
(3),INSTALL 811 PC.C. CURB AND
GUTTER. PER STD. No. 101
03'INSTALL 811 PC.C. CURB AND
GUTTER PER STD. No. 101
50'
24'
EXISTING A.C. VAR ES I I I #o 14'
10.5' 11.5
El
1 _
i
I
4 SLOPE 1/4 = 1
1
10 SAW CUT TO FORM SMOOTH JOIN
11 REMOVE EXISTING AC. PAVEMENT , „ \
- ------ 2 INSTALL .. 2 A.C. OVER
�? COMPACTED • NATIVE SOIL -
EXISTING CROSS-SEC11ON (TYP)
STA. 83 + 00 TO STA. 88 + 47.2
STA. 102+178 TO STA. 110+ 72.6
STA. 116+72.5 TO S TA.130 + 54.76
• SOIL.
oQ�04 � SSIQ�,gI
No. 27674
• 1 Exp. —3-. 3 /;90
Cl V 11.E
m
�Q
SAW CUT TO FORM SMOOTH JOIN
II REMOVE EXISTING A.C. PAVEMENT
STA. 88 + 47.2 TO STA. 102 +- 178,
STA. 110 + 72.6 TO STA. 116 + 90.5
SOUTH
R/W
-4,
SOUTH
R/W
n
EXISTING CURB & CUTTER
I EXISTING VARIES 0.08 % TO 2.95 %
2 EXISTING VARIES 0.15 % TO 4.30 %
3 PROPOSED 2 %
4 PROPOSED 4 ®/o
(D EXISTING VARIES 0.64 % TO 2.64 %
2 EXISTING VARIES 0.68 % TO 2.47%
3 PROPOSED VARIES 2.0% TO 3.51 %
4 PROPOSED VARIES 1.97% TO 4.0 %
Q ,OF ESS/
TYPICAL CROSS SECTION
•
•
BENCH MARK
4.5 S.B.CO. Brass Disk 73-1 miles west along S. P. R . R. from Sierra
Avenue Overcrossing E 0.5 miles east of
Bay Etiwanda Overcrossing, Headwall for Baof 5
large CMP over Etiwanda Wash.
Elevation 993.449 ft.
Equation: Add 0.26 ft. to plan elevation to
obtain benchmark datum.
N O. 124\1 E
6 Y
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APP 9 .
krueper engineering CI T -Y OF FO N TA N A►
ac 8530CIat@S
civil engineering land surveying
PUBLIC WORKS DEPARTMENT
568 north mountain view, suite 230
son Bernardino, California 92401 DESIGN BY 5FAFE7- //-7pB4OYE/''IE,NT FLANS SCALE
884-2159 /Cc/'6 y FG z %~yp/NOT TO 5G,4L,C
(��Q1. (e�i�%�� S��T/o�
DRAWN BY DATE
�.� 5LoVER AVENUE. FN,6,SE.. I
�/►--/.-� y
FRED J. BABBITT R.C.E. 27674 DATE CHECK CBY APPROVED BY / " -' DWG. N0.
EXP. 3-31-90 CITY ENGINEER R.C.E 18932 .
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