HomeMy WebLinkAboutUS 421 Drive Permit 6End Taper
13+54.50
25.54' Lt.
Begin Taper
12+54.48
38.00' Lt.11+0012+0013+0014+0015+0013+07.37
40.11' Lt.
End Project
Sta. 13+54.50 "PR-A1"=
Sta. 411+78.02 "A"
8.19'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
+86.37, Str. No. 19
Inlet Type J-10 &
13' of 12" Pipe Type 2 Req'd.
Rim El.= +/-899.71
Inv.= 896.16
Attach to Existing Pipe
BLOCK A, BENNETT TECHNOLOGY PARK
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 Fill16+00AA AA
14
14
F F F F
+86.18, Str. No. 20
Existing Inlet
Remove Structure
+86.92, Str. No. 21
Existing Manhole
No Change Req'd +81.39, Str. No. 24
Existing Manhole
No Change Req'd +80.53, Str. No. 25
Existing Inlet
No Change Req'd409+28, 25.10', Manhole409+28, 33.72', Curb Inlet410+10, 33.85', Curb Inlet410+10, 0.00', Brass Plug410+10, 24.32', Manhole410+82, 69.03', Manhole411+04, 33.62', Curb Inlet411+05, 23.54', Manhole411+84, 28.78', Telephone Manhole411+95, 50.53', Post412+04, 33.69', Curb Inlet412+13, 29.53', Telephone Manhole412+24, 57.50', Manhole412+56, 37.41', Sign412+63, 86.12', Yard Light412+65, 78.84', Sign412+65, 92.52', Sign412+70, 84.07', Yard Light413+21, 77.24', Telephone Handhole 4x2.5413+22, 59.06', R/W413+27, 76.05', Telephone Marker413+28, 78.00', Telephone Handhole 4x2.5 t2413+35, 51.02', Sign Stop/Street413+58, 221.66', Section Corner HarrisonApp. P.L.App. P.L.App. Exist. R/W
Line "PR-A1"
Line "A"
Line "PR-A1"
Line "A"
N15°22'05.25"WN15°22'05.25"W
N15°21'03.92"WN15°21'03.92"W
US 421
Esmt.
Sectio
n
L
i
n
e
PPP
Control Point 103
410+48.97, "A"
48.21' Lt.
Control Point 104
410+10.37, "A"
0.00' t.
+81.25, Str. No. 23
Remove Existing Inlet
Manhole Type C4 Req'd.
Connect to Existing Pipes
Inv.=896.6
+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
+04.32, Str. No. 17
Existing Inlet
Remove Structure
+04.32, Str. No. 18
Existing Manhole
No Change Req'd
AA
+52.45, Str. No. 22A
Inlet Type J-10 &
26' of 12" Pipe Type 2 Req'd.
Rim El.= +/-899.67
Inv.= 896.74
+81.07, Str. No. 22
Inlet Type C-15 &
8' of 12" Pipe Type 2 Req'd.
Rim El.= +/-899.75
Inv.= 896.64
Inv. at Str. No. 23 = 896.60
F
2626
Const. Limits
Const. LimitsConst. Limits
26 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
6
--
--
--
18
N/A
PLAN - LINE "PR-A1"
STA. 11+00.00 TO STA. 17+00.00
Z:\2019\19009T - CITYSCAPE, US421-WESTON POINTE DR, CARMEL\DWG\19009T-PLAN.DWG Created By: BGA Date Created: 03/18/2019CITYSCAPE
RESIDENTIAL4/17/2019