HomeMy WebLinkAboutC301A-SWPPP - Temporary PlansD
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829829
C.A. #1
VAR. D.U.&B.M.P.E.&L.M.A.E.
10
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25' D.&U.E.
75
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R
a
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68.90' 1 2 R/W
68.90' 1 2 R/W
50
'
SSD OUTLET
INV. 827.50
(SEE DETAIL)
10' T.P.E.
102
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W
A
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E
1.
0
0
%
25' B.L.
LOT 1
MFF:837.3
MAX. LOT
COVERAGE:
10,000 sq.ft.
LOT 2
MFF:840.3
MAX. LOT
COVERAGE:
11,000 sq. ft.
2.23%
8' SPILLWAY
@ 828.04'
DRY BASIN
2-yr EL. 825.87
10-yr EL. 826.76
100-yr EL. 828.04
13
6
L
F
1
2
"
2
.
2
1
%
38 LF 18" 0.57%
71 LF 12" 0.31%140 LF 15" 3.40%160 LF 12" 1.94%
2' RIBBON CURB
2' RIBBON
CURB
401
400
405
404403
402
407
1+50
830.63
2+00
831.16
2+50
832.18
2+75
832.74
3+00
833.30
3+25
833.86
3+50
834.42
3+75
834.97
4+00
835.51
4+25
836.02
4+50
836.52
4+75
837.01
5+00
837.50
5+25
837.99
5+75
839.02
0+30.57
GB
832.08
1+01.13
PVI
830.54
0+38.58
GB
831.92
2+00
PVI
831.16
0+63.63
BVC
831.23
1+20.42
LP
830.45 4+00
PVI
835.51
1+72.50
BVC
830.83
1+38.63
EVC
830.53
2+27.50
EVC
831.68 4+37.50
EVC
836.27
3+62.50
BVC
834.70 5+55.07
BVC
838.58
60
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18
'
18
'
BUFFER EASEMENT
50' FROM TOP OF BANK
OF CARMEL CREEK
VAR. WATER QUALITY
PRESERVATION
EASEMENT
15' Electrical & Telecomm. Easement
Instr. No. 2019025955 &
Instr. No. 2019031338
Approx. Limit of
W.R. Fertig Open
Regulated Drain
(75' from Top of Bank)
Approx. Top of Bank
W.R. Fertig Open
Regulated Drain
Var. Width Drainage Access
& Maintenance Easement
Instr. No. 200300127290
20' Sewer Easement
Instr. No. 8702420
15' Electrical &
Telecomm. Easement
Instr. No. 2019025955 &
Instr. No. 2019031338
South R/W 116th Street
per INDOT Proj. No.
STP-B886 (007)
4' BERM @ 830'
4' BERM @ 830'
16 LF SWALE 1.02%58 LF SWALE 1.00%
408
MLAG:836.8
MFPG:836.8
MLAG:826.0
MFPG:826.0
MLAG:826.0
MFPG:826.0
MLAG:839.8
MFPG:839.8
0.88%-2.75%
1.97%
34 LF SWALE 2.92%
16 LF SWALE 3.18%
DONNYBROOK ADDITION
Plat Book 2, Pages 233-234
Roland W. Slagle, III et al
Inst. No. 2020079971
Lot 3Lot 2Lot 1
MONON FARMS CONDOMINIUMS
Plat Cabinet 3, Slide 651
Inst. No. 200500039345
Monon Farms Lane
E.
1
1
6
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TBM #2
TBM #1
20'
R
20'R
94 LF SWALE 4.04%
99 LF SWALE 2.83%
10 LF SWALE 1.00%25 LF SWALE 1.20%99 LF SWALE
828.7
829.2 HP
829.3 HP
829.2 GB
833.5832.9
832.0
832.4
831.5
831.9
830.9
831.3
830.6
831.0
830.4
830.8
830.3
830.7
830.2
830.6
830.3
830.7
831.0
831.4
834.0 834.6 834.9 835.2 835.7 836.2 836.4 836.7 837.2 837.7 838.2 838.8 839.2
8
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823.0
ME
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826
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825
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0
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824
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0
832.7 837.3
833.6
830.1
832.2
832.5 833.4
833.1
831.8
835.1
837.3 837.3
836.6
833.3HP
834.0
834.3
836.7
836.2
835.7
834.5
837.3
836.8
836.3
835.8
834.8
830.5
829.5
830.5
832.2
834.0
834.7
835.3 835.9
835.6
838.2
840.3
834.8
840.3
839.2
836.3
836.6
83
4
.
1
HP
840.3
839.6
836.9
837.2
836.8HP
840.3
839.7
839.2
838.6
837.4
840.3
839.8
839.3
838.8
837.8
840.3
839.7
837.7
838.0
837.5 HP
838.8
838.6
837.2
837.7
838.4
835.9
837.3 835.8
835.7
838
839
840
836
837
838
839
840
838
835
836
83
7
8
3
8
831
832
833
834
835
836
832
833
834
835
836
837
830831832833834835836837
832833834835836837838839840
20' B.M.P.E.
5.
1
6
%
5.
2
9
%
FLOODPLAIN
COMPENSATORY
STORAGE AREA
DEBRIS
CONTROL AREA
PORT-O-LET
CONSTRUCTION
STAGING AREA
CONCRETE
WASHOUT AREA
EARTHWORK CONTRACTOR SHALL
INSTALL 20' x 150' MIN. STONE ACCESS
DRIVE PRIOR TO CONSTRUCTION
POSTING SIGN LOCATION
ROCK HORSESHOE
SPILLWAY
EL: 826.00 (MIN.)
DISCHARGE
ENTERING
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GRAPHIC SCALE
0'
( IN FEET )
30'15'30'
1" = 30'
NOTES
1.ANY ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED
IN THE FIELD BY THE INSPECTOR.
2.IF SITE REMAINS INACTIVE FOR A PERIOD OF 2 WEEKS, THEN
STABILIZATION IS REQUIRED TO TAKE PLACE IN THE FORM OF
TEMPORARY SEEDING, MULCH, OR SPRAY ON POLYMER.
3.CONTRACTOR TO STAY WITHIN CONSTRUCTION LIMITS TO MAINTAIN
VEGETATIVE BUFFER AREAS.
4.NO EARTH DISTURBING ACTIVITIES MAY TAKE PLACE WITHOUT AN
APPROVED STORM WATER MANAGEMENT PERMIT.
5.ANY DISCHARGE OF CONTAMINATED WATER DUE TO DEWATERING
SHALL OUTLET THROUGH EXISTING VEGETATION OR FILTER BAGS
THAT WILL NOT ADVERSELY IMPACT STORM WATER QUALITY.
THIS SHEET TO BE
USED FOR EROSION
CONTROL ONLY.
BENCHMARK DATA
ORIGINATING BENCHMARK:
BENCHMARK ELEVATIONS FOR THIS PROJECT WERE DERIVED USING THE
NATIONAL GEODETIC SURVEY ONLINE POSITIONING USER SERVICE
(O.P.U.S) AND ARE REFERENCED TO THE NAVD '88 DATUM.
SITE TBMs:
TBM #1: A CUT SQUARE ON TOP OF THE CONCRETE CURB ON THE SOUTH
SIDE OF 116th STREET, IMMEDIATELY EAST OF THE ENTRANCE TO THE
GRAVEL DRIVE ON THE WEST SIDE OF THE SITE.
EL: 832.38 (NAVD 88)
TBM #2: A CUT "X" ON TOP OF THE CONCRETE TOP OF THE BRICK
HEADWALL OVER CARMEL CREEK, AT THE NORTHWEST CORNER OF THE
WALL.
EL: 830.09 (NAVD 88)
PERSON RESPONSIBLE FOR EROSION CONTROL
TIM BARR - GRADISON LAND DEVELOPMENT
6330 EAST 75th STREET, SUITE 156
INDIANAPOLIS, INDIANA 46250
PHONE:(317) 538-1941
EMAIL:tbarr@gradison.net
LEGEND
FLOODWAY FRINGE (PRE-PUBLISHED FLOOD LINE)
DENOTES CONSTRUCTION LIMITS
DENOTES SILT FENCE
DENOTES TREE PROTECTION FENCE LOCATION(S)
TEMPORARY BELOW GRADE "DROP INLET
PROTECTION BASKET"
TEMPORARY "DROP INLET PROTECTION BASKET",
"SEDIMENT CONTROL DEVICES"
RIPRAP
ROCK CHECK DAM
ROCK HORSESHOE DAM
LOCATION(S) WHERE STORMWATER ENTERS /
DISCHARGES FROM SITE