HomeMy WebLinkAboutC010.0.16 - Eroson Control DetailsP.C. Sta. 11+50.99 Line "PR-A-3"Northing: 1709273.10
Easting: 213875.69
P.C. Sta. 18+67.07 Line "PR-A-3"Northing: 1709556.52
Easting: 214528.84
P.C. Sta. 21+51.10 Line "PR-A-3"Northing: 1709582.35
Easting: 214808.95
P.T. Sta. 12+75.38 Line "PR-A-3"Northing: 1709298.93
Easting: 213996.16
P.T. Sta. 19+84.33 Line "PR-A-3"Northing: 1709582.45
Easting: 214642.18
P.T. Sta. 21+83.15 Line "PR-A-3"Northing: 1709568.99
Easting: 214836.92
P.I. Sta. 12+14.40 "PR-A-3"
Δ = 27°24'41" Lt.
Northing: 1709271.32
Easting: 213939.07
Line "PR-A-3"
Line "PR-
A-
3"
Line "PR-A-3"
S
3
8
°
5
8
'
0
0
"
E
S 89°58'00" E
S 88°23'44" E
N 64°11'
3
4
"
E
P.I. Sta. 21+68.27 "PR-A-3"
Δ = 51°00'00" Rt.
Northing: 1709582.34
Easting: 214826.12
Begin Construction
Sta. 9+62.38 Line "PR-A-3"
Northing: 1709278.38
Easting: 213687.16
End Construction
Sta. 27+52.98 Line "PR-A-3"
Northing: 1709125.94
Easting: 215195.27
Section 9, T17N, R4E
Clay Township
Hamilton County, IN
Section 9, T17N, R4E
Clay Township
Hamilton County, IN
Section 4, T17N, R4E
Clay Township
Hamilton County, IN
12+00P.I. Sta. 12+26.48 "PR-A-4"
Δ = 101°12'32" Rt.
Northing: 1709233.77
Easting: 215161.02
P.I. Sta. 19+26.72 "PR-A-3"
Δ = 25°50'26" Rt.
Northing: 1709582.48
Easting: 214582.53
Str. No. 10
106' of 36" Type 1 Pipe Req'd.
+50.0 "PR-A-3",
Str. No. 11
47' of 18" Type 1 Pipe Req'd.
+15.0 "PR-A-3",
Str. No. 12
40' of 24" Type 1 Pipe Req'd.
+87.0 "PR-A-3",
C
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L
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N: 1709279.4756E: 213647.950910+0015+0020+0025+0073
5
735735
730
730
735740735740735730730
730730
730 7307257207207257307
3
0 730730730730715
715
725730720735Section 10, T17N, R4E
Clay Township
Hamilton County, IN
N
3
8
°
5
2
'
3
0
"W
106th St.Hazel Dell Pkwy.White River
Concrete Washout Area
Temporary Construction Ingress/Egress Pad
+85.00 "PR-A-3", Str. No. 13
4 x 77' of 4.5' x 3' Box Culverts1.40%
0.64%2.01%
125'125'
2.90%
Sod-Lined
Channel
Sod-Lined
Channel
Water Flow
Over Trail
+25.00High Point
Sod-Lined
Channel
+09.87High Point
1.47%
Sod-Lined
Channel
9+23 10+00
11+00 12+00
13+00
14+00
15+00
16+00
17+00
18+00
19+00
20+00 21+00
2
2
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2
3
+
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0
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4
+
0
0
2
5
+
0
0
2
6
+
0
0
2
7
+
0
0
Line "PR-
A-
3"
0.56%
0.99%
Slope Drain
& Splashpad
Slope Drain
& Splashpad
Li
n
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"
P
R
-
A
-
3
"
&
Li
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"
P
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B
"
Li
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"
P
R
-
A
-
3
"
SP
Sump Pit
Dewatering Pump
Sheet Pile
Cofferdam(Constructed by Others)S
P
S
um
p
P
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t
D
e
w
a
t
e
r
i
n
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P
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p
S
h
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P
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C
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d
am
Matchline - Sta. 24
+75
Sod-Lined
Channel
File Name: P:\RD\C3D\22-409 106th St Trail over White River\Road\Dwg\Plans\Erosion Control Details.dwg Plot Date: 2/13/2023 Plotted By: Andrew Wolka8440 Allison Pointe Boulevard, Suite 200
Indianapolis, IN 46250
Phone 317-895-2585
www.ucindy.comConsultingUNITED DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
SHEETS
of
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOKATWMAC
BJP BJP
1 = 50'
N/A
-
-
-
-
13 30
-
EROSION CONTROL DETAILS
LINE "PR-A-3"
CLAY
TOWNSHIP1.0'4.0'
4:1
Sod
4:1
Sod-Lined Channel Detail
0.28%
3' Flat-Bottom Ditch
0.53%
3' Flat-Bottom Ditch
1. Silt fence shall be installed prior to any land disturbing activities. Temporary
Filter Tube/Filter Sock shall be installed as ditch grading is completed.
2. Temporary seeding shall be placed on disturbed areas that are expected to
be undisturbed for over 7 days.
3. Temporary erosion control measures shall be removed as permanent erosion
control measures are installed.
4. Refer to Plan & Profile sheets for permanent erosion control measures.
5. The entire project is within the floodplain.
6. Tree removal shall be minimized and limited to trees within the construction
limits.
7. Q100 velocities from culverts do not require riprap at the culvert ends.
TEMPORARY EROSION CONTROL NOTES
TEMPORARY EROSION CONTROL LEGEND
Temporary Pipe Inlet Protection
Erosion Control Blanket
Temporary Silt Fence
Mulched Seeding, Type U
Temporary Filter Tube/Filter Sock 8 in.
COFFERDAM & DEWATERING NOTES
1. Cofferdams and dewatering will be required to dry
working areas so substructures can be installed in
dry conditions.
2. Cofferdams shown are part of documentation
included for permit approval.
3. Temporary dewatering measures are expected to
be in place less than 3 months.
4. Contractor shall verify existing flowline elevation to
set the appropriate pump depth prior to
construction.
5. Dewatering hose positioned so intake does not rest
on stream bed.
Attachment A