HomeMy WebLinkAboutC302A-SWPPP - Permanent 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
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68.90' 1 2 R/W
68.90' 1 2 R/W
50
'
10' T.P.E.
102
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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
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
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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
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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
2
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823.0
ME
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826
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825
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824
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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
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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
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GRAPHIC SCALE
0'
( IN FEET )
30'15'30'
1" = 30'
PLANTING SCHEDULE - UPLAND WOODLAND MIX
LATIN NAME COMMON NAME Oz. / Acre
Carex cephalophora Short-Headed Bracted Sedge 1
Carex gracillima Graceful Wood Sedge 1
Carex sparganioides Canada Wild Rye 1
Diarrhena americana American Beak Grass 8
Elymus riparius Riverbank Wild Rye 3
Elymus villosus Hairy Wild Rye 2
Elymus virginicus Virginia Wild Rye 64
Hystrix patula Bottlebrush Grass 16
NOTES
1.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.THE EROSION CONTROL PLAN MUST BE EXECUTED BEFORE ANY
CONSTRUCTION COMMENCES.
4.CONTRACTOR TO STAY WITHIN CONSTRUCTION LIMITS TO MAINTAIN
VEGETATIVE BUFFER AREAS.
5.NO EARTH DISTURBING ACTIVITIES MAY TAKE PLACE WITHOUT AN
APPROVED STORM WATER MANAGEMENT PERMIT.
6.ANY DISCHARGE OF CONTAMINATED WATER DUE TO DEWATERING
SHALL OUTLET THROUGH EXISTING VEGETATION OR FILTER BAGS
THAT WILL NOT ADVERSELY IMPACT STORM WATER QUALITY.
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)
MA
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B
STORMWATER
MANAGEMENT AREA
DO NOT MOW
DO NOT SPRAY
18"
12
"
NOTES:
1.POST TO BE NUCOR 1.12 LB D-POST OR EQUIVALENT,
PAINTED (MINIMUM).
2.MINIMUM 4'-6" IN LENGTH.
3.POST TO BE DRIVEN A MINIMUM OF 1/3 THE LENGTH OF
THE POST.
4.SEE PLANS FOR SPACING.
NATIVE VEGETATION &
PROTECTIVE SIGNAGE DETAIL
SCALE: NONE
THIS SHEET TO BE
USED FOR EROSION
CONTROL ONLY.
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
NATIVE VEGETATION & PROTECTIVE SIGNAGE
DENOTES PERMANENT SEEDING & MULCH AREAS
SEEDING RATE:
SEEDING MIXTURE:
130 lbs / acre or 3 lbs / 1,000 sqft
25% CREEPING RED FESCUE
35% PERENNIAL RYE
40% KENTUCKY BLUEGRASS
DENOTES SEEDING w/ FIBER BLANKET #S75 BY
NORTH AMERICAN GREEN
SEEDING RATE:
SEEDING MIXTURE:
110 lbs / acre or 2.5 lbs / 1,000 sqft
38% KENTUCKY 31 FESCUE
19% PERENNIAL RYE
19% ANNUAL RYE
14% ORCHARD GRASS
10% KENTUCKY BLUEGRASS
DENOTES TEMPORARY SEEDING & MULCH AREAS
SEEDING RATE:
SEEDING MIXTURE:
50 lbs / acre
100% PERENNIAL RYE
DENOTES UPLAND WOODLAND MIX GRASS
(SEE CHART BELOW)