HomeMy WebLinkAboutC010.0.17 - Erosion Control DetailsP.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. 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
Line "PR-A-3"Line "PR-A-3"S 38°58'00" E
S 89°58'00" EN 64°11'34" EP.I. Sta. 21+68.27 "PR-A-3"
Δ = 51°00'00" Rt.
Northing: 1709582.34
Easting: 214826.12
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 4, T17N, R4E
Clay Township
Hamilton County, IN
P.C. Sta. 10+28.29 Line "PR-A-4"Northing: 1709069.65
Easting: 215265.29
P.C. Sta. 11+53.43 Line "PR-A-4"Northing: 1709176.90
Easting: 215206.87
P.T. Sta. 10+95.64 Line "PR-A-4"
Northing: 1709131.91
Easting: 215243.14
P.T. Sta. 12+59.41 Line "PR-A-4"Northing: 1709267.70
Easting: 215225.73
10
+
0
0
11+00
12
+
0
013+00P.I. Sta. 12+26.48 "PR-A-4"
Δ = 101°12'32" Rt.
Northing: 1709233.77
Easting: 215161.02
P.I. Sta. 10+63.30 "PR-A-4"Δ = 38°35'07" Lt.
P.I. Sta. 19+26.72 "PR-A-3"
Δ = 25°50'26" Rt.
Northing: 1709582.48
Easting: 214582.53
Line "PR-A-4"
N 38°52'30" WN 62°20'01" EN
0
°
1
7
'
2
3
"
W
Const. Limits
15+0020+00735730730730730730730730725720720725730730
7
3
0730730
7307307307157157257307207
3
5
7
3
5
735
Section 10, T17N, R4E
Clay Township
Hamilton County, IN
N38°52'30"WWhite River+85.00 "PR-A-3", Str. No. 134 x 77' of 4.5' x 3' Box Culverts1.40%0.64%2.01%Sod-LinedChannelWater FlowOver Trail+25.00High PointSod-LinedChannel+09.87High Point1.47%Sod-LinedChannel27+53
16+0017+0018+0019+0020+0021+0022+00 23+00 24+00 25+00 26+00 27+00
Line "PR-A-3"0.99%Line "PR-A-4"Lin
e
"
P
R
-
A
-
4
"
Line "PR-A-3" &
Line "PR-B"Line "PR-A-3"SPSump PitDewatering PumpSheet PileCofferdamS
P
Sump Pit
Dewatering PumpSheet Pile
CofferdamMatchline - Sta. 24+75File 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
-
-
-
-
14 30
-
EROSION CONTROL DETAILS
LINE "PR-A-3" & "PR-A-4"
CLAY
TOWNSHIP
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