HomeMy WebLinkAbout1449C-2WEST
R/W
PH ASE 2
D
50' 1 50'
14' I.5 10.5 ' 24' 24 10.5 Ll,5'L 14'
EXISTING A.C. VARIES 11.9 Jo 14.7 EXISTING A. C.VARIES 11.0'to 14.1'
' 10'
- 0.34
� � O
-0.48'
- -O
INSTALL 8" P.C.C. CURB AND
4 GUTTER PER STD. No. 101
I o
WEST PHASE
[12
0
.50
10.5'
:10:
o.00' INSTALL 0.10 MIN A.C._o.4s' -0.34'
LEVEL � LINE_ 2 _ OVERLAY O O
10 SAW CUT TO FORM SMOOTH JOIN
11 REMOVE EXISTING A.C. PAVEMENT INSTALLA.C. OVER O
0 12 'COMPACTED NATIVE SOIL
24'
EXISTING A.0
Z(�) INSTALL 8' P.C.C. CURB AND
GUTTER PER STD. No. 101
INSTALL`5 �2 "A. C. OVER
2 'COMPACTED NATIVE SOIL
WAST PWAISE I 0
44'
1.5 10.5
VARIES
INSTALL 0.10 MIN
A.C. OVERLAY
4
,1.
EXISTING CURB & GUTTER -4,-
S TA. 911- 00 TO S TA. 9 7 -1-- 79.90
S TA . 104 + 39.40 TO S TA. 112 + 23.50
STA. 117+14.44 TO STA. 124 + 20.80
STA. 130+ 81.70 TO STA. 132 + 35.50
STA. 137 + 3 9,1 TO STA. 143 + 4 5.00 Q
Z�
13' to 14.7'
12'
D
PNAc? E 1
4if=u-rup,E_At
EAST
R/W
i
EOT
R/W
7
INSTALL 0.10' MIN. A.C.
1 7 2 OVERLAY
3
�
I10 SAW CUT TO FORM SMOOTH JOIN ---� �- EXISTING CURB a GUTTER
.II REMOVE EXISTING A.C. PAVEMENT
STA. 97-1- 79.90 TO STA. 104+ 39.40
STA. 124 + 20.80 TO STA. 130 + 81.70
STA. 132 + 35.50 TO STA .13 + 3:9-
44 1
:9_
/
941
RfI
20 1 24
EXISTING A.C. VARIES 13' to 14.71 EXISTING A.C. VARIES 12.9' to 13.2
6
t
O
PH PSE 2
1.5
O I C 1 1 7 2 I I (3)
10 SAW CUT TO FORM SMOOTH JOIN
'll REMOVE EXISTING A.C. PAVEMENT- ,.,�T,,,
4 INSTALL 8 P.C.C. CURB AND
GUTTER PER STD. No. 101
2 INSTALL 5'2, if A. C. OVER
STA. 112 + 23.50 TO STA. 117+ 14.44 12 COMPACTED NATIVE SOIL
MULBERRY AVENUE
oQROHMO
w
w
ce_ N ;7674 �
u
FUTJRE 2Q
EAST
Rr/ W
I EXISTING VARIES 1.06% TO 4.13%
2 EXISTING VARIES 0.46% TO 3.15%
3 PROPOSED 2 %
4 PROPOSED 4 %
I
EXISTING VARIES
1.16% TO 4.13%
2
EXISTING VARIES
0.27% TO 3.71 %
3
PROPOSED VARIES
2.0 % TO 3.05%
4
PROPOSED VARIES
2.95 % TO 5.33 %
w,
I EX ISTI NG VARIES 0.39 % TO 2.58 %
2 EXISTING VARIES 2.94 % TO 4.29 %
3 PROPOSED 2.0 %
4 PROPOSED VARIES 2.10 % TO 4.0 %.
TYPICAL CROSS SECTION
ROAD NO. 5722150
L1 M ITS 105-110
W W_ -- __ � - -- FRED J. BAB T R.C.E. 27674 DATE � G
ASST. ROAD COMMISSION R•ENGR. DATE COUNTY ENGINEER DATE MARK CoUNT'{ REVISIONS APPR DATE �RU EXP. 'S-31-90 CITY ENGINEER R.C.E. 18932 .