HomeMy WebLinkAboutR-2828190
0
a
0
8
a
x
a
3
N
STATION*
(/)
8
DEMOLITION AND CONSTRUCTION NOTES:
DETAIL
NO.
g
22 +14
6
C
1O PLANE AC PAVEMENT 2" AND CONSTRUCT NEW 2" SMA OVERLAY PER (EAST VALLEY ROAD) OR C (43rd STREET)
j
03.1
e
RAMP
I.L O2 REMOVE EXISTING ASPHALT CONCRETE PAVEMENT AND CONSTRUCT NEW 9"
AND
CONSTRUCT NEW CEMENT
THICK CEMENT CONCRETE PAVEMENT PER COR DETAIL A -01.1 AND (EAST VALLEY ROAD) OR (43rd STREET) STA 23 +38
C C
Q c END OF CURB AND GUTTEI
CD O3 REMOVE EXISTING ASPHALT CONCRETE PAVEMENT AND CONSTRUCT NEW 10" MATCH EXISTING. APPRF3X
w THICK CEMENT CONCRETE PAVEMENT PER COP DETAIL A -01.1 AND C2
}} ELEV. AT GUTTER IS 23.16
gJ ® SAWCUT ALONG LINE. - - - - LONGITUDINAL CONTRACTION OR ' 7�'
J w CONSTRUCTION JOINTS PER COR�c j � CONSTRUCT NEW 4" CEMENT CONCRETE SIDEWALK PER COB FR -02. DETAIL A -01.1 AND A -01.2
w
O
STATION*
(/)
8
COR
DETAIL
NO.
6 -1
22 +14
26'RT
j
03.1
/CURB
RAMP
REMOVE EXISTING CEMENT CONCRETE RAMP
AND
CONSTRUCT NEW CEMENT
0
O
/CURB
{
6 -3
0
CONCRETE CURB RAMP PER TABLE 1.
F-
J
CONSTRUCT AT
zz
Q g
V
31 +48
Z
F-
03.1
/CURB
RAMP ALT.
CONSTANT SLO
a-
O
Fx
REMOVE EXISTING CEMENT CONCRETE CURB
AND
GUTTER AND
STRUCT NEW
z
NON- INTEGRAL CEMENT CONCRETE BARRIER
CURB PER DETAIL C7
w
Z
C!l
w
O
®
REMOVE EXISTING CEMENT CONCRETE CURB
AND
GUTTER AND CONSTRUCT NEW CEMENT
>
Q
CONCRETE BARRIER CURB AND GUTTER PER
COB
DETAIL F -01.
i
z
Q STA 22 +54
REMOVE EXISTING APRON AND CONSTRUCT NEW CEMENT CONCRETE CATCH BASIN APRON BEGIN OF CURB--,
GUTTER MATCH E:
Q PER DETAIL C4 APPROX. ELEV,AT
w 10 ADJUST RIM ELEVATION TO MATCH FINISHED GRADE. GUTTER IS 22:86.
(LOW POINT %OF
11 REMOVE DETERIORATED PORTION OF CEMENT CONCRETE DRIVEWAY AND CONSTRUCT GUTTER)
CEMENT CONCRETE DRIVEWAY PATCH. j Q
2
ao � REMOVE EXISTING TRAFFIC ISLAND. CONSTRUCT NEW TRAFFIC ISLAND PER DETAIL C8
o° WITH NEW NON- INTEGRAL CEMENT CONCRETE BARRIER CURB PER DETAILrl�W/ ASPHALT AREA.
wZ 1r= C7
O Q of 13 REMOVE EXISTING TRAFFIC CURB AND CONSTRUCT NEW TYPE C BLOCK
E- �< TRAFFIC CURB PER COB DETAIL F -02.
NZ as f15
O c W a 14 REMOVE EXISTING CEMENT CONCRETE SIDEWALK AND CONSTRUCT
�+ NEW 4" CEMENT CONCRETE SIDEWALK PER INDICATED DETAIL. f g
\E 15 EXISTING CURB AND GUTTER TO REMAIN. ,!
EXISTING UTILITY AND COVERS TO REMAIN. PROTECT AND ADJUST TOP'COVEP -
` a� TO MATCH FINISHED GRADE AS DIRECTED BY ENGINEER. 4 @ 6.35' 6 2
PLANE ASPHALT PAVEMENT 3" AND CONSTRUCT NEW 3" C• % x __
Qa SMA OVERLAY IN, TWO(2) 1 1/2" LIFTS PER S)' 2 %_ n �1 !� -
g 6 6 €
o REMOVE EXISTING CATCH BASIN TYPE 1. .,C'j
l 1
g PLUG CONNECTOR PIPE WITH CONCRETE. ,;:;
5TA Oi 6
REMOVE AND REPLACE CATCH BASIN TYPE 2 1 L'__ AEG N 10,
SEE DETAIL C8 AND COB DETAIL B -027._ 1+00
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0
w
O
z
1 1'1
o-G
>EE DETAI
6�TYP.
C n
TRANSVERSE CONSTRUCTION
OR CONTRACTION JOINTS / PER COB DETAIL A -0-1.1
AND A -01.2. (TYRICAL FOR /
ALL JOINTS WITHIN 10"
CEMENT CONC. PVMT.)
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f
f
G'
io
^'
0
11'
ioo
x
Diiw ll6l' _j _ 0 },C__--
- 4 @ 8.37'
SEE 1
DETAIL C8
FACE OF CURB=
EAST VALLEY ROAD
CONSTRUCTION
CONTROL LINE
FA
SEE 4
D ETAI L
6
�.t
FACE OF CURB=
EAST VALLEY ROAD
CONSTRUCTION
�OJ %" CONTROL LINE
/ ® TRANSVERSE CONSTRUCTION
��ff SE OR CONTRACTION JOINTS
\D 'C2 PER COB DETAIL A -01.1
AND A -01.2 (TYP.)
16
j
I. li
V 6 -1�
NEWI 9" CONCREITE P
tI `J SEE DETAIL
3
C8
IM
13 21177 11
ES
2+ 0
5 2
.5'
11'
IES
D°Nn"'Ay __ V SwF :AY
_._
V) SEE DETAIL\
= 6
F-
O 00 5r 5
W L
= 11' 13
VARI S
REHABILITATION OF EAST VALLEY ROAD DwG No.
AND SW 43rd STREET C3
PAVEMENT AND OVERLAY PLAN SHEET
3 OF 10
CURB RAMP
TABLE 1
P- STPUL -TA -96 (268)
20 40 60
SCALE IN FEET
RAMP NO.
STATION*
OFFSET*
8
COR
DETAIL
NO.
6 -1
22 +14
26'RT
F-
03.1
/CURB
RAMP
6 -2
20 +90
1O'RT
0
O
/CURB
{
6 -3
0
1'RT
F-
J
/CURB
RAMP
LW
31 +48
Z
F-
03.1
/CURB
RAMP ALT.
A
Fx
-s
d
K
a
a
a
0
m
z
0
w
O
z
1 1'1
o-G
>EE DETAI
6�TYP.
C n
TRANSVERSE CONSTRUCTION
OR CONTRACTION JOINTS / PER COB DETAIL A -0-1.1
AND A -01.2. (TYRICAL FOR /
ALL JOINTS WITHIN 10"
CEMENT CONC. PVMT.)
` hY,
f
f
G'
io
^'
0
11'
ioo
x
Diiw ll6l' _j _ 0 },C__--
- 4 @ 8.37'
SEE 1
DETAIL C8
FACE OF CURB=
EAST VALLEY ROAD
CONSTRUCTION
CONTROL LINE
FA
SEE 4
D ETAI L
6
�.t
FACE OF CURB=
EAST VALLEY ROAD
CONSTRUCTION
�OJ %" CONTROL LINE
/ ® TRANSVERSE CONSTRUCTION
��ff SE OR CONTRACTION JOINTS
\D 'C2 PER COB DETAIL A -01.1
AND A -01.2 (TYP.)
16
j
I. li
V 6 -1�
NEWI 9" CONCREITE P
tI `J SEE DETAIL
3
C8
IM
13 21177 11
ES
2+ 0
5 2
.5'
11'
IES
D°Nn"'Ay __ V SwF :AY
_._
V) SEE DETAIL\
= 6
F-
O 00 5r 5
W L
= 11' 13
VARI S
REHABILITATION OF EAST VALLEY ROAD DwG No.
AND SW 43rd STREET C3
PAVEMENT AND OVERLAY PLAN SHEET
3 OF 10
CURB RAMP
TABLE 1
P- STPUL -TA -96 (268)
20 40 60
SCALE IN FEET
RAMP NO.
STATION*
OFFSET*
8
COR
DETAIL
NO.
6 -1
22 +14
26'RT
F-
03.1
/CURB
RAMP
6 -2
20 +90
1O'RT
F-
03.1
/CURB
RAMP
6 -3
20 +69
1'RT
F-
03.1
/CURB
RAMP
6 -4
31 +48
1 761T
F-
03.1
/CURB
RAMP ALT.
* SEE DETAIL C7 FOR STATION & OFFSET, REFERENCE POINT
15
-- — —
5.5
-_ -- — ` _ TRANSVERSE CONSTRUCTION
OR CONTRACTION JOINTS
PER COB DETAIL A -01.1
AND A -01.2
DkPnV4A"
1
STA
TRAFFIC CURB
43rd STREET 4+00
w
3 N
H
O
w
z
J
2
F
TRANSVERSE CONSTRUCTION
OR CONTRACTION JOINTS
PER COB DETAIL A -01.1
AND A -01.2 (TYP.)
SEE
DETAIL 6
R- 282819
LONGITUDINAL CONTRACTION OR
CONSTRUCTION JOINTS PER COR
DETAIL A -01.1 AND A -01.2
STA 4 +74. 251T
STA 4 +69, 3'LT
END TYPE C BLOCK
1RAFFIC CURB
6.5 t - J H +too. c Ri
." I END TYPE C
BLOCK TRAFFIC
CURB
STA 4 +65
— END 9" CONCRETE
n,.'l_`tIMIDRCJL PAVEMENT
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