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CURVE DATA:PI: 4+91.36Δ 63°00'01"D: 33°48'06"R: 169.51'L: 186.38'T: 103.87'
CURVE DATA:PI: 7+21.31Δ 29°27'19"D: 33°48'06"R: 169.51'L: 87.14'T: 44.56'
>>>>
>>
1135
1140
1145 115
0 1155 1160
1165
1170
1135
1140
1145
1150
1155
1160
1165
>>
1
2
3
3EAST WCSR=1144.28I=1137.28STA 3+42
EAST INLET STRUCTURER=1133.50I=1130.00STA 0+000
1
2
3
4
5
6
7
8
8
>>
>>
>>
>>
>>
-0+50 0+00
1134
.311
30.0
0
0+50
1134
.711
31.0
7
1+00
1135
.211
32.1
4
1+50
1136
.511
33.2
0
2+00
1137
.711
34.2
7
2+50
1138
.811
35.3
4
3+00
1140
.311
36.4
1
3+50
1142
.911
37.4
7
4+00
1145
.011
38.5
4
4+50
1147
.111
39.6
1
5+00
1147
.711
40.6
8
5+50
1147
.211
41.7
4
6+00
1147
.411
42.8
1
6+50
1148
.511
43.8
8
7+00
1149
.411
44.9
57+50
1149
.511
46.0
1
8+00
1151
.211
47.0
8
8+50 9+00
INSTALL 843 LF OF 6" DIA.DUAL WALL HDPE
EAST INLET STRUCTURE12" DIA PVCR=1133.50I=1130.00
STA 8+43ELEV: 1148.00
EXISTING SURFACE, TYP.INTERCEPT EXISTING PRIVATE TILE
WYE CONNECTION
PROPOSED GRADEDWETLAND POOL
1115
1120
1125
1130
1135
1140
1145
1150
1155
1160
1165
1115
1120
1125
1130
1135
1140
1145
1150
1155
1160
1165
EAST WCS18" PVCR=1144.28I=1137.28
342'x6" @ 2.14%
501'x6" @ 2.14%
24044 - INLET PROFILES
DATEREVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
0
SCALE IN FEET
50 100
---- ---- C3-30
C3-30 EAST TILE PROFILE
20-24044
--/--/--
POC933134D
C3-30
EAST TILE PROFILE
IOWAPOCAHONTAS COUNTY
POC933134DWETLAND
IDALS
NOTE:THE CLARITY OF THESE PLANS DEPENDUPON COLOR COPIES. IF THIS TEXT DOESNOT APPEAR IN COLOR, THIS IS NOT ANORIGINAL PLAN SET AND MAY RESULT INMISINTERPRETATION.
PROPOSED POOLPERMANENT ELEV: 1133.5'
INTERCEPT PRIVATE TILETILE DIA. = 6", APPROX FL ELEV. 1148.00'
(EAST DIVERSION TILE STA 8+43)WYE CONNECTION WITH
APPROVAL OF ENGINEER
EASEMENT BOUNDARY AREA
FENCE CUT FOR TILEINSTALLATION AS NEEDED.
SDP/KDF
BAB
BAB/IDD
X
X
X
X
X
X
X
X
X
X
X
X
>>>>
>>
>>>>
>>>>
>>
1135
1145
1150
1150
1150
1155
1155
1155
1160
1160
1160
1165
3
3
0
1
2
3
4
5
5
EAST INLET STRUCTURER=1133.50I=1130.00STA 0+00
WEST INLET STRUCTURER=1133.50I=1130.00STA 0+00
0
>>
>>
WEST WCSR=1145.24I=1138.24STA 3+00
1115
1120
1125
1130
1135
1140
1145
1150
1155
1160
1165
1115
1120
1125
1130
1135
1140
1145
1150
1155
1160
1165
-0+50 0+00
1134
.511
30.0
0
0+50
1134
.911
31.0
0
1+00
1135
.411
32.0
0
1+50
1136
.111
33.0
0
2+00
1137
.811
34.4
5
2+50
1140
.511
36.3
4
3+00
1143
.411
38.2
4
3+50
1149
.111
40.1
3
4+00
1149
.911
42.0
3
4+50
1150
.011
43.9
2
5+00
1150
.911
45.8
2
5+50
1152
.111
47.7
1
6+00 6+50
INSTALL 584 LF OF 6" DIA.DUAL WALL HDPE
STA 5+84ELEV: 1149.00
WEST INLET STRUCTURE12" DIA PVCR=1133.50I=1130.00
EXISTING SURFACE, TYP.INTERCEPT EXISTING PRIVATE TILE
WYE CONNECTION
STA: 1+75ELEV: 1133.50
PROPOSED GRADEDWETLAND POOL
WEST WCS18" PVCR=1145.24I=1138.24
175'x6" @ 2.00%
125'x6" @ 3.79%
284'x6" @ 3.79%
24044 - INLET PROFILES
DATEREVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
0
SCALE IN FEET
50 100
---- ---- C3-31
C3-31 WEST TILE PROFILE
20-24044
--/--/--
POC933134D
C3-31
WEST TILE PROFILE
IOWAPOCAHONTAS COUNTY
POC933134DWETLAND
IDALS
NOTE:THE CLARITY OF THESE PLANS DEPENDUPON COLOR COPIES. IF THIS TEXT DOESNOT APPEAR IN COLOR, THIS IS NOT ANORIGINAL PLAN SET AND MAY RESULT INMISINTERPRETATION.
PROPOSED POOLPERMANENT ELEV: 1133.5'
INTERCEPT PRIVATE TILETILE DIA. = 6", APPROX. FL ELEV. 1149.0'(WEST DIVERSION TILE STA 5+84)WYE CONNECTION WITHAPPROVAL OF ENGINEER
EASEMENT BOUNDARY AREA
FENCE CUT FOR TILEINSTALLATION AS NEEDED.
SDP/KDF
BAB
BAB/IDD
EXISTING TILE OUTLET
X
X
X
X
X
X
X
XX
XX
X
XX
>>>>>>>>>>>>>> >>
0 1 2 3 3
GRADE TO DRAIN-0.3%
OUTLET WCSR=1135.44I=1129.94
SLOTTED INTAKE RISERR=1134.00I=1130.00
1100
1105
1110
1115
1120
1125
1130
1135
1140
1145
1150
1155
1160
1100
1105
1110
1115
1120
1125
1130
1135
1140
1145
1150
1155
1160
0+00
1130
.111
29.3
0
0+25
1134
.611
29.3
5
0+50
1134
.011
29.4
0
0+75
1133
.611
29.4
5
1+00
1133
.511
29.5
0
1+25
1133
.611
29.5
5
1+50
1133
.611
29.6
0
1+75
1133
.711
29.6
5
2+00
1133
.811
29.7
0
2+25
1133
.811
29.7
6
2+50
1133
.811
29.8
1
2+75
1133
.711
29.8
6
3+00
1133
.711
29.9
1
3+25
1133
.711
29.9
6
3+50 3+75
346.0' @ 0.20%
SLOTTED INTAKE RISERR=1134.00I=1130.00EXISTING GROUND, TYP.
PROPOSED WETLANDDIVERSION BERM
MAX 6" FILL ABOVE EG GROUND
PROPOSED GRADEDWETLAND POOL
INSTALL 326 LF OF 10" DIA.DUAL WALL HDPE
INSTALL 20 LF OF12" DIA. CMP
OUTLET WCSR=1135.44I=1129.94S=1129.44
INSTALL 5'X5' ANTI-SEEP COLLARSTA 5+22
24044 - OUTLET STRUCTURE TILE
DATEREVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
0
SCALE IN FEET
30 60
---- ---- C3-32
C3-32 OUTLET STRUCTURE & TILE
20-24044
--/--/--
POC933134D
C3-32
OUTLETSTRUCTURE & TILE
IOWAPOCAHONTAS COUNTY
POC933134DWETLAND
IDALS
NOTE:THE CLARITY OF THESE PLANS DEPENDUPON COLOR COPIES. IF THIS TEXT DOESNOT APPEAR IN COLOR, THIS IS NOT ANORIGINAL PLAN SET AND MAY RESULT INMISINTERPRETATION.
PROPOSED POOLPERMANENT ELEV: 1133.5'
EASEMENT BOUNDARY AREA
WETLAND OUTLET TOBEAVER CREEK(FIELD VERIFY LOCATION)
PROPOSED BERM - 10" TOPTOP ELEV: 1134.0'SIDE SLOPES: 4:1
FENCE CUT FOR TILEINSTALLATION AS NEEDED.
SDP/KDF
BAB
BAB/IDD
0
1
2
3
4
0
1
2
33
0
1
2
3
4
5
5
SITE ACCESS LOCATION
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XX
XX
X
XXX
XX
XX
X
FEMA FLOODPLAINEXTENTS
>>
>>
>>
>>
>>
>>
>> >> >> >>
>>
>>
>>
>>
>>
>>
>>
>>
>>
MAINTAIN MIN. 5'OFFSET FROM FENCE
CONSTRUCT WETLAND BERM:10' TOP ELEV: 1134.0'4:1 SIDESLOPESMAX 6" FILL ABOVE EX GROUND
-0.3%
WASTE TOPSOILGRADE TO DRAIN
ADDITIONAL WASTE LOCATION
GRADE TO DRAIN
GRADE TO DRAIN
-0.3%
EASEMENTBOUNDARY
1144.0
0
1139.0
0
1143.0
0
1142.0
0
1132.5
0
1132.2
5
1132.0
0
1131.5
0
1131.7
5
1132.0
0
1132.2
5
1131.7
5
PROPOSED POOLPERMANENT ELEV: 1133.50'
WASTE STRIP MATERAL AND EXCESSSPOIL FROM POOL GRADING
OUTSIDE OF FLOODPLAIN
CONSTRUCT SUBMERGED BERM10' TOP ELEV 1133.0'4:1 SIDESLOPES
-2.8%
CONSTRUCT SURFACEWATER DIVERSION BERM10' TOP4:1 SIDESLOPES
CONSTRUCT SURFACEWATER DIVERSION BERM10' TOP 4:1 SIDESLOPES
STRIP & WASTE POOL AREAAFTER CHEMICAL TREATMENTTO A DEPTH OF 12"
POOL GRADING CROSS SECTION A-A 1120
1125
1130
1135
1140
1145
1120
1125
1130
1135
1140
1145
-0+50 0+00
1134
.411
34.3
8
0+50
1134
.311
32.3
6
1+00
1134
.211
32.2
8
1+50
1134
.111
33.0
0
2+00
1134
.011
32.0
2
2+50
1133
.811
31.8
9
3+00
1133
.811
31.7
5
3+50
1133
.711
31.6
2
4+00
1133
.711
33.7
6
4+50
1133
.811
33.8
5
PROPOSED GRADEDPOOL
EXISTING GROUNDSUBMERGED BERMTOP ELEV: 1133.0
DIVERSION BERM4:1 CUT SLOPES
STRUCTURAL BORROW
12" STRIP
24044 - GRADING PLAN
DATEREVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
C4-10
POC933134D
--/--/--
20-24044
C4-10 GRADING PLAN
---- ---- C4-10
POCAHONTAS COUNTY IOWA
GRADING PLAN
0
SCALE IN FEET
40 80
SDP/KDF
BAB
BAB/IDD
POC933134DWETLAND
IDALS
NOTE:THE CLARITY OF THESE PLANS DEPENDUPON COLOR COPIES. IF THIS TEXT DOESNOT APPEAR IN COLOR, THIS IS NOT ANORIGINAL PLAN SET AND MAY RESULT INMISINTERPRETATION.
A
A - 12" TOPSOIL STRIP & RESPREAD WASTE AREA