HomeMy WebLinkAboutUS 421 Drive Permit 4End Taper
6+92.17
38.00' Lt.
Begin Taper
6+35.17
25.65' Lt.6+007+008+009+0010+0011+006+62.38
40.27' Lt.
Begin Project
Sta. 6+35.11 "PR-A1"=
Sta. 404+68.66 "A"
8.08' Lt.
Sec. 6, T-17-N, R-3-E
Clay Twp.
Hamilton County
Sec. 6, T-17-N, R-3-E
Clay Twp.
Hamilton County
+94.18, Str. No. 12
Inlet Type J-10 &
18' of 12" Pipe Type 2 Req'd.
Rim El.= +/-901.06
Inv.= 897.65
Attach to Manhole at Inv.= 897.47
+24.61, Str. No. 13
Inlet Type J-10 &
13' of 12" Pipe Type 2 Req'd.
Rim El.= +/-900.61
Inv.= 897.56
Attach to Existing Pipe
+04.32, Str. No. 16
Inlet Type J-10 &
13' of 12" Pipe Type 2 Req'd.
Rim El.= +/-900.02
Inv.= 896.16
Attach to Existing Pipe
NOTTINGHAM, LLC JDF MICHIGAN ROAD LLC
LEGEND
14
A
26
C
F
PCCP for Approaches, 9 in. on
Subgrade Treatment, Type II
Sidewalk:
4" PCCP on
4" Compacted Aggregate, No. 53, Base
Full Depth Concrete Pavement:
QC/QA-PCCP, 13" with
D-1 Contraction Joints at 18' Spacing on
Subbase for PCCP:
3" Coarse Aggregate, No. 8 on
6" Compacted Aggregate, No. 53 on
Subgrade Treatment, Type IC
Integral Concrete Curb
Sodding, Nursery
X Curb Ramp
P PCCP Patching, Full Depth on
Flowable Fill
C
A AA AA
1414
14
F F F
+72.80, Str. No. 10
Existing Inlet
Remove Inlet & Pipe
+72.90, Str. No. 11
Existing Manhole
Plug opening for pipe
removed to the West.
+24.61, Str. No. 14
Existing Inlet
Remove Structure +24.61, Str. No. 15
Existing Manhole
No Change Req'd
+04.32, Str. No. 17
Existing Inlet
Remove Structure
+04.32, Str. No. 18
Existing Manhole
No Change Req'd405+20, 0.0', Brass Plug405+20, 68.9', R/W405+55, 0.35', Drillhole405+65, 38.17', Telephone Manhole405+96, 33.70', Curb Inlet405+96, 24.62', Manhole406+61, 63.13, Weihe Rebar Found406+64, 54.05', Telephone Pedestal406+82, 59.06', R/W406+82, 68.31', Manhole407+48, 33.84', Curb Inlet407+48, 24.75', Manhole408+74, 73.85', Sign408+75, 88.09', Sign409+28, 25.10', Manhole409+28, 33.72', Curb InletApp. P.L.App. P.L.App. Exist. R/W
App. Exist. R/WApp. Exist. R/W
Line "PR-A1"
Line "A"
N15°22'05.25"WN15°22'05.25"W
N15°21'03.92"W
US 421
US 421
Weston Pointe DriveA
C
Esmt.
P
P7+42.18, Cl. III Dr.W=40', L=35'Control Point 102
406+40.05, "A"
48.10' Lt.
Control Point 105
405+20.59, "A"
0.00' t.
P
+93.14, Str. No. 12A
Manhole Type C-4 Req'd.
Attach to Existing Pipe
Inv.= 894.54 +/-
P8.0014.0024.001.6524.008.08PT = 405+20.59 "A"
CURVE DATA
From Contract No. R-26096 (metric)
PI = 12+129.089 "A"
Delta = 4°48'37"
R = 5282.3896 m
T = 221.8723 m
L = 443.4840 m
E = 4.6575 m
SE = NC
PC = 11+907.2157 "A"
Const. Limits
Const. Limits
Co
n
s
t
.
L
i
m
i
t
s
Const. Lim
i
t
s
F
X
X
2626
F F5.005.008.0011.007.007.503.507.003.507.00R3
0
.
0
0
R30.007+22.68
73.16' Lt.
Gutter Elev.= 900.57
7+61.68
73.09' Lt.
Gutter Elev.= 900.57
7+42.18
73.09' Lt.
Elev.=900.96
Begin Curb Taper
7+22.17
68.16' Lt.
Begin Curb Taper
7+62.17
68.09' Lt.90.00°6.006.0071.4468.907.9959.0681.17'12.0012.0016.00TWLTL12.0012.0012.002.582.58Existing Stop Sign
Proposed Signalized Intersection
See Traffic Signal Installation Sheet
404+53.02 "A"
71.44' Lt.
405+20.59 "A"
68.90' Lt.406+82.33 "A"
59.06' Lt.26
2626
26 26
SURVEY BOOK
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT PROJECT
of
DESIGNATION
BRIDGE FILE
SHEETSDRAWN:
CHECKED:
DESIGN ENGINEER DATE
RECOMMENDED
FOR APPROVAL
DESIGNED:
CHECKED:
1" = 20'
8365 Keystone Crossing, Suite 201, Indianapolis, IN. 46240 (317) 202-0864
N/A
BGABGA
JTR JTR
4
--
--
--
18
N/A
PLAN - LINE "PR-A1"
STA. 5+00.00 TO STA. 11+00.00
Z:\2019\19009T - CITYSCAPE, US421-WESTON POINTE DR, CARMEL\DWG\19009T-PLAN.DWG Created By: BGA Date Created: 03/19/2019CITYSCAPE
RESIDENTIAL4/17/2019