C3-30 X 8765
4
X X X X X X X X X X X X X X X X X >> >> >> >> >> >> CURVE DATA: PI: 4+91.36 Δ 63°00'01" D: 33°48'06" R: 169.51' L: 186.38' T: 103.87' CURVE DATA: PI: 7+21.31 Δ 29°27'19" D: 33°48'06" R: 169.51' L: 87.14' T: 44.56' >> >> >> 1135 1140 1145 1150 1155 1160 1165 1170 1135 1140 1145 1150 1155 1160 1165 >> 1 2 3 3 EAST WCS R=1144.28 I=1137.28 STA 3+42 EAST INLET STRUCTURE R=1133.50 I=1130.00 STA 0+00 0 1 2 3 4 5 6 7 8 8 >> >> >> >> >> -0+50 0+00 1134.3 1130.00 0+50 1134.7 1131.07 1+00 1135.2 1132.14 1+50 1136.5 1133.20 2+00 1137.7 1134.27 2+50 1138.8 1135.34 3+00 1140.3 1136.41 3+50 1142.9 1137.47 4+00 1145.0 1138.54 4+50 1147.1 1139.61 5+00 1147.7 1140.68 5+50 1147.2 1141.74 6+00 1147.4 1142.81 6+50 1148.5 1143.88 7+00 1149.4 1144.95 7+50 1149.5 1146.01 8+00 1151.2 1147.08 8+50 9+00 INSTALL 843 LF OF 6" DIA. DUAL WALL HDPE EAST INLET STRUCTURE 12" DIA PVC R=1133.50 I=1130.00 STA 8+43 ELEV: 1148.00 EXISTING SURFACE, TYP. INTERCEPT EXISTING PRIVATE TILE WYE CONNECTION PROPOSED GRADED WETLAND POOL 1115 1120 1125 1130 1135 1140 1145 1150 1155 1160 1165 1115 1120 1125 1130 1135 1140 1145 1150 1155 1160 1165 EAST WCS 18" PVC R=1144.28 I=1137.28 342'x6" @ 2.14% 501'x6" @ 2.14% 24044 - INLET PROFILES DATE REVISION 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 IOWA POCAHONTAS COUNTY POC933134D WETLAND IDALS NOTE: THE CLARITY OF THESE PLANS DEPEND UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION. PROPOSED POOL PERMANENT ELEV: 1133.5' INTERCEPT PRIVATE TILE TILE 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 TILE INSTALLATION AS NEEDED. SDP/KDF BAB BAB/IDD
Transcript of C3-30 X 8765
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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'
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1165
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3EAST WCSR=1144.28I=1137.28STA 3+42
EAST INLET STRUCTURER=1133.50I=1130.00STA 0+000
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-0+50 0+00
1134
.311
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1134
.711
31.0
7
1+00
1135
.211
32.1
4
1+50
1136
.511
33.2
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2+00
1137
.711
34.2
7
2+50
1138
.811
35.3
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3+00
1140
.311
36.4
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3+50
1142
.911
37.4
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4+00
1145
.011
38.5
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4+50
1147
.111
39.6
1
5+00
1147
.711
40.6
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5+50
1147
.211
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6+00
1147
.411
42.8
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6+50
1148
.511
43.8
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7+00
1149
.411
44.9
57+50
1149
.511
46.0
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8+00
1151
.211
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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
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EAST INLET STRUCTURER=1133.50I=1130.00STA 0+00
WEST INLET STRUCTURER=1133.50I=1130.00STA 0+00
0
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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
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2+00
1137
.811
34.4
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2+50
1140
.511
36.3
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3+00
1143
.411
38.2
4
3+50
1149
.111
40.1
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4+00
1149
.911
42.0
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4+50
1150
.011
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5+00
1150
.911
45.8
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5+50
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.111
47.7
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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
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GRADE TO DRAIN-0.3%
OUTLET WCSR=1135.44I=1129.94
SLOTTED INTAKE RISERR=1134.00I=1130.00
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1110
1115
1120
1125
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1135
1140
1145
1150
1155
1160
1100
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1115
1120
1125
1130
1135
1140
1145
1150
1155
1160
0+00
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.111
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0+25
1134
.611
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0+50
1134
.011
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1133
.611
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1+00
1133
.511
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.711
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1133
.711
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3+25
1133
.711
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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
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2
3
4
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SITE ACCESS LOCATION
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FEMA FLOODPLAINEXTENTS
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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
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1132.0
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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
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1135
1140
1145
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1125
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1135
1140
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-0+50 0+00
1134
.411
34.3
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0+50
1134
.311
32.3
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1+00
1134
.211
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1+50
1134
.111
33.0
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2+00
1134
.011
32.0
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2+50
1133
.811
31.8
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3+00
1133
.811
31.7
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.711
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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
