HomeMy WebLinkAboutC300 Storm Water Poll. & Prev. Plan-C301P.W.P.
P.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.
CLARI
A
N
H
E
A
L
T
H
PART
N
E
R
S
,
I
N
C
.
INSTR
.
N
o
.
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 ASPHALTASPHALTWOOD
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
C R E E K D 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
EX. MH. #JG847
T.C.=857.31
8" S.D.R. 35 P.V.C W
INV.=847.53
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.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.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.6' B.L.SEA BIRD W
A
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' PATH854.85854.4085
5
.
1
1 855.52855.07854.70854.
55
854.25854.10855.18856.09
Z
ZSF SF SF SF SF
SFSFSFSFSFSFSF SF SF
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF
SF
SF
SF
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 LANE20'18'10'TYP.20'
TYP.VAR. 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
.(Alley)(PRIVATE)10'
U
.E.
10' B.L.10' B.L.S10'
B.L
.10' B.L
.℄SPRINGMILL ROAD15.0'31.41' 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'3+84856.520+00856.901+00856.302+00856.253+00856.190+50856.601+50856.012+50856.483+50856.31
1+91
855.61
1+00
856.63
0+50
856.46
1+50
856.09
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
856.0858.0856.9856.9856.9LP1+57.93856.00HP2+40.91856.49LP3+14.52856.16
HP
0+89.09
856.66
854.6
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=857.4Lots 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=857.4Lots 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.0+000+450+00
0+36VAR.
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.
CONSTRUCTION
DUMPSTER
CONCRETE
WASH OUT
AREA
FUEL OIL TAN
(DOUBLE WALL)
PORT-O-LET
EARTHWORK CONTRACTOR
SHALL INSTALL 20' x 150'
MIN. STONE ACCESS DRIVE
PRIOR TO CONSTRUCTION.
POSTING
SIGN
LOCATION DATEMARKREVISIONSBYCERTIFIED: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: 317.849.5942TEMP. STORM WATER POLL. & PREV. PLANC301
40'20'40'0
1" = 40 FT
60160HAM-S2THE HAMLET at JACKSONS GRANTADG BAH CARMELHAMILTON COUNTY, INDIANA01/16/19DP
IT
E
S
G
E
E
O
TS R
P
RTE
WLE
D
E
HVADIRJ .ADNINAI EEG NIRENOILA NS
FEPRO STATE OF
S
SECTION 2File Name:S:\60160HAM-S2\DWG\C300 Storm Water Poll. & Prev. Plan.dwg - C301Modified / By:July 1, 2019 1:53:36 PM / kmitchellPlotted / By:July 1, 2019 2:11:03 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 Silt Fence
Denotes Construction Limits
Temporary "Coconut Fiber Mat" or
Below Grade " Drop Inlet Protection Basket"
Temporary "Drop Inlet Protection Basket", "Sediment Control Devices"
ÜA9.Specific Points Where Stormwater Discharge Will Leave this Site:
Locations where storm water discharge will leave this site are noted with
asterisk on sheet C301. Discharges will be to Williams Creek.
SF SF SF
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.Ü
LONG TERM MAINTENANCE - TEMPORARY DIVERSION SWALES
·INSPECT WITHIN 24 HOURS OF ANY SIGNIFICANT RAIN EVENT AND AT LEAST
EVERY SEVEN (7) CALENDAR DAYS.
·REMOVE SEDIMENT AND/OR DEBRIS TO MAINTAIN POSITIVE GRADE.
·CHECK OUTLET POINTS AND MAKE ANY NECESSARY REPAIRS IMMEDIATELY.