HomeMy WebLinkAboutC300 Storm Water Poll. & Prev. Plan-C302P.W.P.
P.W.P.
P.W.P.P.W.P.S00°20'13"W 2631.74'E. LINE, SE. 1/4, SEC. 34, T.18N., R.3E.TC=860.88'
IE N. 18" PVC=839.99'
IE S. 18" PVC=839.91'
TC=857.24'
IE N. & S. 18" PVC=838.99'
IE 12" CMP=855.77'IE 12" CMP=855.94'
FOUND REBAR W/ CAP
STAMPED "WEIHE"
0.3' N. & 24.8' W. OF COR.ASPHALTCLARI
A
N
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,
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INSTR.
N
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2
0
0
3
-
9
2
2
1
3
11'88.0'9'WOODED
AREA SPRING MILL ROAD(PUBLIC - VARIABLE R/W)21.0' PAVEMENT WIDTH
CULTIVATED
FIELD ASPHALTASPHALTONE STORY
WOOD
SHED
T.P.
P.W.P.
EOH_E
139
856.50
M
M
P.W.P.P.W.P.
T E R H U N E L A N E
R I V E
HAMLET DRIVEOTTO LANEEX. MH. #JG839
T.C.=855.69
8" S.D.R. 35 P.V.C N
INV.=844.18
8" S.D.R. 35 P.V.C E
INV.=844.08
EX. MH. #JG838
T.C.=857.74
8" S.D.R. 35 P.V.C W
INV.=842.47
8" S.D.R. 35 P.V.C N
INV.=842.37
EX. MH. #JG840
T.C.=856.93
8" S.D.R. 35 P.V.C N
INV.=845.73
8" S.D.R. 35 P.V.C W
INV.=845.81
8" S.D.R. 35 P.V.C S
INV.=845.63
8" S.D.R. 35 P.V.C S
INV.=847.33
10' B.L.
VAR.
R.D.E.&U.E.&P.A.E.
&S.S.E.&L.M.A.E.&B.M.P.E.
VAR. D.&U.E.
&
L
.
M
.
A
.
E
.
VAR. D.&U.E.&L
.
M
.
A
.
E
.10' B.L.50' 1/2 R/W13' B.L. & D.U.&S.S.E.15' B.L.10' B.L.10' B.L.5' N.A.E.5' N.A.E.10' B.L.10' U.E.30' R.D.E.&U.E.15' D.&U.E.30' R.D.E.10'
D.&U.E.
10' D&U.E.6' B.L.6' B.L.6' B.L.6' B.L.6' B.L.6' B.L.SEA BIRD WA
Y SIGILARY WAYEXISTING
HAMLET BMP
DRY
DETENTION
BASIN
2 YEAR=852.14
10 YEAR=853.10
100 YEAR=854.63
TOP OF BANK=854.8
EX. MH. #JG837
T.C.=857.18
ADJUST TC=858.10
8" S.D.R. 35 P.V.C S
INV.=841.28
10" S.D.R. 35 P.V.C E
INV.=841.08 EX. 10' PATHEX. 10' PATH854.85854.4085
5
.
1
1 855.52855.07854.70854.
55
854.258
5
4
.10855.18856.09
W W W W W
WWWWWWWWWWWWW17' B.L.10'
B.L
.
17' B.L.
17' D.U.&S.S.E.
17' U.E.10' U.E
.10'
U
.E.10' U
.E
.13'
D
.U
.&S.S
.E
.
VAR.
R.D.E.&U.E.&P.A.E.
& S.S.E.
&L.M.A.E.OTTO LANEVAR. I
.E.E.&R.D.E
.&S.S.E.&U.E
.
VAR.
R.D.E.&U.E.
P.A.E. & S.S.E.
&L.M.A.E.
VAR. R.D.E.&U.E.
& S.S.E. &L.M.A.E.
VAR.
R.D.E.&U.E.
&
S.S.E.
&L.M.A.E.5' N.A.E.10' B.L.10' B.L.15' B
.L.15' B.L
.15' B.L.15'
B.L
.13' B
.L
.13'
B.L
.
VAR. B.L.
17' B.L.17' B.L.VAR. B.L.10' B.L
.10'
B.L
.10' B
.L.10' B.L.
(PRIVATE)10' U.E
.
10' B.L.10' B.L.S10' B.L.10' B
.L.℄SPRINGMILL ROAD31.41
' S.Y.SETBACK45.88' S.Y.SETBACK50.79' S.Y.
SETBACK
5' SW 5' SW
> o o o> o o o> o o o10' D.&U.E 10' D.&U.E15' D
.&U.E
.15'
D
.&U
.E.15' D.&U.E.15' D.&U.E
.WOOD FENCE5'
SW
5' SW
BLOCK 'B'
193 L.F. 12" R.C.P. @ 0.30%
> o o o > o o o > o o o
855.0
855.0
854.7
855.0
855.6
856.2
856.2
856.3
856.3
856.2
856.5
856.3
856.5856.1856.4856.1866
865855.5854.6854.5
856.4855.0858.0857.3Pad for Lots 32-35
856.0
Pad for Lots 28-31
857.5
Pad for Lots 36-40857.0Pad for Lots 41-44857.1Pad for Lots 23-27857.4856.7
856.4
856.5
857.1
855.0857.3
856.3856.9
856.9
856.0858.0856.9856.9856.9854.6
854.4
852
JGH202
JGH201
JGH200
6' B.L.5' N.A.E.23
24
25
26
27
28
29 30 31
3233343536
37
38
39
40
41
42
43
44
SIGILLARY LANERAYLE DRIVE
12± L.F. 15" R.C.P. @ 0.27%WEX. 50' 1/2 R/W
EX. 58' R/WLots 23-27 MLAG=857.4Lots 23-27 MFPG=857.4Lots 23-27 MLAG=857.4Lots 23-27 MFPG=857.4MFF=858.3Lots 41-44 MLAG=857.4Lots 41-44 MFPG=857.4MFF=858.3Lots 41-44 MLAG=857.4Lots 41-44 MFPG=857.4Lots 28-31 MLAG=857.4
Lots 28-31 MFPG=857.4
Lots 28-31 MLAG=857.4Lots 28-31 MFPG=857.4
MFF=857.9
Lots 32-35 MLAG=857.4Lots 32-35 MFPG=857.4
Lots 32-35 MLAG=857.4
Lots 32-35 MFPG=857.4
MFF=857.9Lots 36-40 MLAG=857.4Lots 36-40 MFPG=857.4Lots 36-40 MLAG=857.4Lots 36-40 MFPG=857.4MFF=857.9864
863
856.44SIGILLARY LANE50' R/W
×
×
××(PRIVATE)(PRIVATE)6' B.L.
6' B.L.
6' B.L.
6' B.L.
6' B.L.
6' B.L.
6' B.L.
6' B.L.
6' B.L.6' B.L.6' B.L.6' B.L.6' B.L.6' B.L.6' B.L.6' B.L. & D.&U.E.VAR.
S.L.E.
6' B.L. & R.D.E.
6' B.L.
6' B.L.
6' B.L.
6' B.L.
VAR. I.E.E.
&R.D.E.&
S.S.E.&U.E.
SFSFSF
SFSFSFSF
SFSFSFSFSF SF SF SF SF
SF
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFDATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.
SHEET NO.
DRAWN BY:CHECKED BY:THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942PERM. STORM WATER POLL. & PREV. PLANC302
40'20'40'0
1" = 40 FT
60160HAM-S2THE HAMLET at JACKSONS GRANTADG BAH CARMELHAMILTON COUNTY, INDIANA01/16/19DP
IT
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WLE
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HVADIRJ .ADNINAI EEG NIRENOILA NS
FEPRO STATE OF
S
SECTION 2File Name:S:\60160HAM-S2\DWG\C300 Storm Water Poll. & Prev. Plan.dwg - C302Modified / By:July 1, 2019 1:53:36 PM / kmitchellPlotted / By:July 1, 2019 2:11:11 PM / Kenny Mitchell03/12/19JAWREVISED PER TAC COMMENTSAPPROVAL PENDING - NOT FOR CONSTRUCTION07/01/19KJJMMOVED SANITARY STRUCTURE #JGH202PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL:
DOUG WAGNER
PHONE: (317) 770-1818
LEGEND
Denotes Construction Limits
Denotes permanent seeding & mulch areas
Seeding rate:
Seeding mixture:
l30#/acre or 3#/l000 S.F.
25% creeping red fescue
35% perennial rye
40% Kentucky bluegrass
Denotes seeding w/fiber blanket #S75 by North American Green
Seeding rate:
Seeding mixture:
ll0#/acre or 2.5#/l000 S.F.
38% Kentucky 3l fescue
l9% perennial rye
l9% annual rye
l4% orchard grass
l0% Kentucky bluegrass
Denotes temporary seeding & mulching.
Seeding rate:
Seeding mixture:
50#/acre
100% perennial rye
DO NOT MOW SIGN INFO (BMP BASIN) REFERENCE SHEETS C304 FOR
DETAILS.
DENOTES RIPRAP
NO EARTH DISTURBING ACTIVITIES MAY TAKE PLACE
WITHOUT AN APPROVED STORM WATER MANAGEMENT
PERMIT.
ANY DISCHARGE OF CONTAMINATED WATER DUE TO
DEWATERING SHALL OUTLET THROUGH EXISTING
VEGETATION OR FILTER BAGS THAT WILL NOT
ADVERSELY IMPACT STORM WATER QUALITY.
NOTE:
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.
2' SUMP
2' SUMP