HomeMy WebLinkAbout21 West Rd & 131st StSanitary Manhole
T.C. 896.31
E 8" PVC 882.47
S 8" PVC 882.32
Sanitary Manhole
T.C. 896.11
N 8" PVC 882,17
W 8" PVC 881.98
NOTES:
1. MAINTAIN L F -N I :RL-INE OF DI I CH
EQUAL AL DISTANCE- BETWEEN STONE
�;HOULD[.R AND ASPHALT PAVEMEN T.
ALL WORK SHALL BE PER THE
STANDARDS AND SPECIFICATIONS OF
THE CITY OF CARMEL.
EXISTING Gj WEST ROAD
rn
a)
11a
EXISTING E'AVF-MLNT
SAWCU T F XISTINC
PAVEMENT
1 1;' #1 1
SURF
5" #5D
BASE
oo
a)
oo
r,
a)
co
22.00'
o F
Apo
L
22.00
EXISTING
COMPACTED
AGGREGATE
SHOULDER
U) >0
I00X
0 C')
;1J 1D
F rn '6 z
0G0(-
ra c)
m
I lfT
98.76
94.76
94.47
I r 7 ...mik
2' STONE
SHOULD
100' TAPER
17.30'
896.15
895.86
895 75
895.46
100' TAPER
7.
8.00'
T
I
C
-011-E
70
1 +00
3
f
O
T
o ff
R/W
2' EQ. DISTANCE I EQ. DISTANCE
BWD
502
PROPC)2 D 40' R/W
COMPACTED
ST ONI_ `.:;H0UL.DEP
10" #53 COMPACTED
STONE BASE
S8T '3
358.39'
F1 p_1
[1
cn z
a) cow
O C7 0
no W 00
Co 00 CO
rn
ir •••.1
00 0
-1 CO
.)9
0
a
a LJJ
0
1 00.00
10' ASPHALT PATH
OHE
2•
w
w
i
390.00
5 CO
D.U.E. COMMOM AREA
OHE
Sanitary Manhole
T.C. 893.21
E 8" PVC 883.69
W 8" PVC 883.61
0
II
1
WEST ROAD TYPICAL PAVEMENT WIDENING
0
50.00' N
WI-DEN I f
PROPOSED ROADSIDE
DITCH
(SEE SITE PLAN FOR
LOCATION AND GRADE)
N
I
r
8" PVC 100.00'
STA. 8+82.00
RT.
N
0
M N
cri
1 /4 F. T.
10' ASPHALT PATH I1'
160.00'
160.00'
UGC
0
I l_
N 95.00'
co
0
0
1
D.U.E. COMMOM AREA
1- °Q -{-t -t--}
INCHES
0"
0' 25'
FEET
94.35
1 00'
1"
50'
0
w
OH
0
0
0
O
0
0
316.00'
EXISTING ST ONE
SHOULDER
I
NOTES:
1. SEE SITE PLAN FOR DITCH LOCATION
2. ALL WORK SHALL BE PER THE
STANDARDS OF THE CITY OF CARMEL
19.78'
2"
100'
94.97
HE
EXISTIN
COMPACTED
AGGREGATE
SHOULDER
59.21
96.71
(0
0
0
160.00'
(0
0
J
0
160.00'
RC
g
O
93.79
STA. 14 +08.47
55`
u)zz -1v)
rn z a
w m 00 J
a CO
n 00
0 00Na
CO 00
L0 CO 0
O b 2
C� a N
N 0
N
0
EXISTING C r_ 131ST STREET
Th EXISTING PAVEMENT
SAWCUT EXISTING
PAVEMENT
BWD
j (510,
T
5' CONC
36 FT. MAX
VARIES SEE ENTRY PLAN DETAIL)
WIDTH VARIES
0' TO 24' -0"
1/4" FT.
L 98.50'
0
N
(WIDTH
1 1/2" #11
SURFACE
2' STONE
SHOULDER
8
100. oo'
5" #5D
BASE
131ST STREET TYPICAL PAVEMENT WIDENING
c)
tri
N
I"GT
10" #53 COMPACTED
STONE BASE
E
70' R/W
PROPOSED LEGEND
ENTRY DETAIL PLAN NOTES
O
0
O
EXISTING
COMPACTED
AGGREGATE
SHOULDER
RIGHT OF WAY PAVEMENT WIDENING
10' ASPHALT PATH
CONCRETE WALK
4" WHITE THERMOPLASTIC LANE MARKING
4" DOUBLE YELLOW THERMOPLASTIC LANE MARKING
4" YELLOW THERMOPLASTIC LANE MARKING WITH
HATCH 45' AT 2' -0" O.C.
WHITE THERMOPLASTIC LANE DIRECTIONAL ARROW
MARKING
1" #11 RESURFACING OF WEST RD.
DISTANCE_ I DISTANCE
VARIES VARIES
6 #73 COMPACTED
STONE SHOULDER OR
CURB AND GUTTER (SEE
SITE PLAN)
2;2.04'
2'
F
X
1 /2"
10' ASPHALT PATH
FT. 1/4" FT.
PROPOSED ROADSIDE
DITCH
(SEE SITE PLAN FOR
LOCATION AND GRADE)
93.28
92.99
93.67
93.46
95.11
94.29
94.14
93.85
333' .r
Q
540.5 ■.�.a. L.�;i TH dI
41141r ATINSFA N v F' 07401174eA r AW OriceMiritra P A AWAN24010 Mr-ArACOP P AWA #.0 N O STONE SHOULDER
eP I
95.43
95.14
95.67
95.38
93.60
95.50
100' TAPER
1CT UG
95.87
95.58
94.06
94.50
94.35
94.06
uqT
93.90 93.60
94.08
00 589 '35'35 "E I
1064.21'
100' TAPER
Sanitary Manhole
T.C. 894.66
E 8" PVC 884.79
W 8" PVC 884.71
D.U.E. COMMOM AREA
1111 111111111■111 7 00 At 00
tar'
B D
5019 00.00'
7.10'
8.00'
69.42'
164.21
20.00'
EX. R/W
Sanitary Manhole
T.C. 901.97
N 8" PVC 886.90
S 8" PVC 886.78
W 8" PVC 886.57
1
-p -CS
C C
v v
V -I J
SITE ENGINEER.'
q
P LC
PROI
9551 I
INDIAN APC
CONFIDENTIALITY STA1
The recipient of the
copyright in the ma
that the materials c
business information
agrees to retain the
and agrees not to
other party and fur
the materials. The
materials only for tl
has made the mate
to return all materi
the intended purpos
whichever comes fir
SITE ADDRESS..
PHONI
FAX:
BELLEO
131st ST
CAI
SCALE 1 50'
DESIGNED BY DGF
CHECKED BY DGF
ALE SAME 0327[
DRAWING TITLE
SHEET NO: