HomeMy WebLinkAboutC300 - Erosion Control-C300S 857.09856.90857.18857.31857.88857.84857.68856.91858.55858.80TR 858.73859.04859.18859.06858.80TR 858.67858.38857.72856.97856.18855.43855.37854.86854.13853.71TR 853.39853.29853.00GV 851.65852.75852.58852.16851.72852.00852.56852.80852.78852.43852.44852.46852.95853.37D 853.19853.21852.88852.61852.25852.32852.78852.32852.24852.65852.40852.24852.05852.10852.01851.82851.49851.72849.26849.44TR 852.88852.88853.36853.43853.46853.45853.49853.44853.45853.43853.37852.93852.94852.95852.72852.72853.08853.09853.32853.20853.06852.99852.52852.40852.78852.71852.67852.39852.07852.09852.25852.66852.78852.86853.36853.46853.96854.30854.85855.45S
DYHWV856.22857.01857.70857.93858.33858.84859.16859.23859.14S858.80858.59858.15DYHWV857.71857.71857.53WV
S 856.82856.76856.57856.78856.47856.36856.22855.65855.68855.82856.78856.84856.86856.56856.70M855.94856.31855.76854.65854.63854.23854.14853.80854.00853.88853.66853.56853.56853.54853.52853.54853.24853.34853.63853.62853.32853.53853.45853.19853.20853.50853.68853.97853.85854.05854.16854.20854.35854.36854.05853.84854.14854.19854.35854.34854.62854.64854.67854.66TV.P.DYHWV
WV
DYH 854.26854.14854.01854.10854.26854.19854.29853.22853.18854.24854.39854.20854.18854.35854.37854.22854.29854.24854.29853.80853.71853.61853.35853.26853.40853.66853.90853.96854.24854.16854.47854.55855.06855.01856.43856.51857.63857.23WV
859.08853.78853.78854.30854.30854.33853.83853.76854.21854.16853.72S
853.61854.09854.04853.56853.49854.00854.01853.40853.38854.03S854.04853.41853.47854.07854.12853.50853.57854.16854.22853.66853.71854.30854.33853.72853.80854.36854.28853.80W WATERMANHOLEWV
852.66853.08853.04853.10853.15850.25852.89853.33853.44853.45853.48853.48853.46853.42853.37853.19852.71852.73852.89852.79852.75852.72853.23853.10852.90852.76852.68852.52852.55852.01852.15852.57852.75852.89853.04853.20853.26852.78852.88GV
853.13852.89852.35852.34852.74852.64852.26852.26852.72852.55852.45D 852.69852.27851.93851.80851.77D 852.21851.75851.83852.06852.18D 852.49852.30852.47852.71852.74D 853.17852.93TV.P.
TV.P.853.17D 853.28853.11853.19852.72852.46852.48852.95852.76852.64D 852.75852.64852.26852.19852.10852.07851.98D 852.28852.13852.35852.34850.44849.65852.60852.76852.77853.23853.88850.97851.53853.82853.63853.23853.11851.40851.74DYHWVWV 852.53852.61852.66852.58852.24851.96852.57853.15853.45853.10853.37852.02852.91852.06852.82852.85852.66852.88854.54854.37854.69855.08854.63853.59853.08855.19855.19855.15855.07854.87855.19854.21848.15848.73848.73849.24W WELL HEAD843.05845.25845.28845.38845.76844.83854.38852.68850.02842.16843.44854.80855.27855.66845.44845.38855.96852.22855.48855.41855.44855.39855.39855.42855.44855.60855.57855.58855.38854.91853.94853.06852.39852.07852.14851.27851.36851.32851.03852.46859.06859.10858.80858.67858.80859.09859.30859.37859.29859.03858.67858.01857.26856.55855.78855.11854.39854.02853.86853.43853.27852.94852.91852.90852.93853.31853.28853.28853.67854.13854.50855.14855.83856.48857.24857.94858.52859.00859.27859.38859.28859.12858.71854853852851850849
847
848
846
845
844
843
842
842841
840 841841842
843
845844 846
847848849850
852
853
854
855
856855854851851853
853
852
853
852
852 853 853852
851
852850 855
856
854
85385
2
85
1
85
2 8538548548
5
5
856 858857857858 8568
5
8
857857856855854854
8
5
3
852
853854
854
855855855
852853854
855
855
850
849
846
84
6
845
846
845844
852
851
850 851
852 853 854
855 855855
853
855Emma Lou Cunningham et alInst. No. 2014-0305971.84 Ac.±(M)James E. Noland, Jr. etuxInst. No. 91-030071JACKSON'S GRANT ONWILLIAMS CREEK SECTION 5Inst. No. 2017-054815Plat Cab. 5, Slide 758SS
S
SS
SSS S
S
S
S
S
S SEX. SAN. MH #JGV804
T.C.=856.99
8" SDR-35 PVC S
INV.=848.19
8" SDR-35 PVC E
INV.=848.09
8" SDR-35 PVC N
INV.=848.29
EX. SAN. MH #JGV809
T.C.=856.84
8" SDR-35 PVC W
INV.=850.73
EX. SAN. MH #JGV808
T.C.=856.24
8" SDR-35 PVC E
INV.=850.00
8" SDR-35 PVC SW
INV.=849.90
EX. SAN. MH #JGV810
T.C.=856.24
8" SDR-35 PVC S
INV.=849.21
EX. SAN. MH #JGV806
T.C.=856.20
8" SDR-35 PVC SE
INV.=849.53
8" SDR-35 PVC NW
INV.=849.43
8" SDR-35 PVC NE
INV.=849.63
EX. SAN. MH #JGV807
T.C.=856.06
8" SDR-35 PVC NW
INV.=849.84
EX. SAN. MH #JGV805
T.C.=855.79
8" SDR-35 PVC SE
INV.=849.16
8" SDR-35 PVC N
INV.=849.06
EX. SAN. MH #JGV801
T.C.=855.66
8" SDR-35 PVC W
INV.=845.76
8" SDR-35 PVC E
INV.=845.86
8" SDR-35 PVC N
INV.=845.66
EX. SAN. MH #JGV802
T.C.=855.99
8" SDR-35 PVC W
INV.=846.52
8" SDR-35 PVC E
INV.=846.42
EX. SAN. MH #EX
T.C.=855.46
8" SDR-35 PVC S
INV.=843.70
EX. SAN. MH #JGV800
T.C.=855.31
8" SDR-35 PVC E
INV.=844.51
8" SDR-35 PVC S
INV.=844.41
8" SDR-35 PVC N
INV.=844.31
EX. SAN. MH #JGV803
T.C.=855.28
8" SDR-35 PVC W
INV.=847.35
8" SDR-35 PVC E
INV.=847.25
EX. SAN. MH #JGV812
T.C.=856.59
8" SDR-35 PVC W
INV.=850.04
EX. SAN. MH #JGV811
T.C.=855.60
8" SDR-35 PVC W
INV.=846.43
8" SDR-35 PVC E
INV.=846.53
EX. SAN. MH #JGV813
T.C.=854.57
8" SDR-35 PVC W
INV.=845.42
EX. EX. INLET #EX-2
T.C.=857.47
12" R.C.P. W
INV.=853.00
12" R.C.P. E
INV.=852.87
EX. CURB INLET #459
T.C.=857.14
12" R.C.P. E
INV.=853.20
EX. MANHOLE #404
T.C.=855.39
15" R.C.P. SW
INV.=850.54
15" R.C.P. NE
INV.=850.44
EX. CURB INLET #405
T.C.=855.26
15" R.C.P. NE
INV.=850.58
EX. CURB INLET #422
T.C.=854.86
12" R.C.P. W
INV.=849.79
15" R.C.P. NE
INV.=849.54
EX. CURB INLET #423
T.C.=854.82
12" R.C.P. W
INV.=849.99
12" R.C.P. E
INV.=849.89
EX. MANHOLE #433
T.C.=854.64
21" R.C.P. S
INV.=848.15
24" R.C.P. N
INV.=847.90
EX. MANHOLE #412
T.C.=854.61
18" R.C.P. S
INV.=847.63
18" R.C.P. NE
INV.=847.53
EX. CURB INLET #413
T.C.=854.46
18" R.C.P. SW
INV.=847.78
18" R.C.P. N
INV.=847.68
EX. CURB INLET #414
T.C.=854.45
18" R.C.P. S
INV.=848.66
18" R.C.P. NE
INV.=847.85
EX. CURB INLET #434
T.C.=854.37
21" R.C.P. S
INV.=848.30
21" R.C.P. N
INV.=848.20
EX. CURB INLET #429
T.C.=854.22
12" R.C.P. E
INV.=850.17
12" R.C.P. W
INV.=850.07
EX. CURB INLET #430
T.C.=854.22
12" R.C.P. W
INV.=850.26
EX. MANHOLE #437
T.C.=854.18
30" R.C.P. SE
INV.=847.55
30" R.C.P. W
INV.=847.45
EX. INLET #443
T.C.=854.10
21" R.C.P. S
INV.=849.17
21" R.C.P. N
INV.=849.07
EX. INLET #442
T.C.=854.10
21" R.C.P. S
INV.=848.98
21" R.C.P. N
INV.=848.88
EX. CURB INLET #417
T.C.=854.10
15" R.C.P. SW
INV.=849.77
15" R.C.P. NE
INV.=849.87
EX. CURB INLET #418
T.C.=854.09
15" R.C.P. SW
INV.=849.58
15" R.C.P. NE
INV.=849.68
EX. INLET #435
T.C.=854.08
21" R.C.P. S
INV.=848.48
21" R.C.P. N
INV.=848.38
EX. INLET #421
T.C.=854.06
15" R.C.P. SW
INV.=849.46
15" R.C.P. E
INV.=849.36
EX. INLET #415
T.C.=854.06
15" R.C.P. W
INV.=849.13
18" R.C.P. N
INV.=848.88
EX. CURB INLET #438
T.C.=854.04
30" R.C.P. E
INV.=847.70
30" R.C.P. NW
INV.=847.60
EX. CURB INLET #439
T.C.=854.04
30" R.C.P. E
INV.=847.86
30" R.C.P. W
INV.=847.76
EX. INLET #441
T.C.=853.97
21" R.C.P. S
INV.=848.45
24" R.C.P. N
INV.=848.35
12" R.C.P. E
INV.=850.56
EX. YARD INLET #406
T.C.=853.80
12" R.C.P. W
INV.=848.94
12" R.C.P. SE
INV.=848.84
EX. YARD INLET #408
T.C.=853.80
12" R.C.P. S
INV.=849.99
12" R.C.P. NE
INV.=849.89
EX. YARD INLET #407
T.C.=853.80
12" R.C.P. SW
INV.=849.48
12" R.C.P. E
INV.=849.38
EX. YARD INLET #428
T.C.=853.80
12" R.C.P. E
INV.=849.13
12" R.C.P. SW
INV.=849.03
EX. YARD INLET #411
T.C.=853.80
18" R.C.P. SW
INV.=847.29
18" R.C.P. NE
INV.=847.19
EX. YARD INLET #403
T.C.=853.80
15" R.C.P. SW
INV.=847.40
18" R.C.P. NE
INV.=847.15
12" R.C.P. NW
INV.=847.65
EX. INLET #440
T.C.=853.77
24" R.C.P. S
INV.=848.24
30" R.C.P. W
INV.=848.03
12" R.C.P. N
INV.=849.00
EX. YARD INLET #432
T.C.=853.60
24" R.C.P. S
INV.=847.65
30" R.C.P. W
INV.=847.16
30" R.C.P. E
INV.=847.26
EX. YARD INLET #409
T.C.=853.60
12" R.C.P. N
INV.=850.40
EX. YARD INLET #424
T.C.=853.51
12" R.C.P. E
INV.=850.41
EX. OUTLET CONTROL #401
T.C.=853.50
18" R.C.P. W
INV.=847.00
EX. END SECTION #417A
T.C.=852.74
15" R.C.P. SW
INV.=851.49
EX. CURB INLET #457
T.C.=852.66
12" R.C.P. E
INV.=849.66
15" R.C.P. W
INV.=848.95
EX. END SECTION #457A
T.C.=851.73
12" R.C.P. W
INV.=850.48
EX. CURB INLET #456
T.C.=852.30
15" R.C.P. E
INV.=848.78
18" R.C.P. W
INV.=848.68
EX. CURB INLET #EX
EX. YARD INLET #455B
T.C.=852.80
18" R.C.P. E
INV.=848.52
18" R.C.P. W
INV.=848.42
15" R.C.P. NE
INV.=848.52
EX. MANHOLE #453
T.C.=851.92
18" R.C.P. S
INV.=847.93
18" R.C.P. N
INV.=847.93
12" R.C.P. W
INV.=848.43
EX. MANHOLE #454
T.C.=851.37
18" R.C.P. N
INV.=847.98
18" R.C.P. S
INV.=847.98
EX. OUTLET CONTROL #455
T.C.=851.16
18" R.C.P. S
INV.=848.04
EX. END SECTION #458
T.C.=850.20
12" R.C.P. E
INV.=848.95
EX. END SECTION #410
T.C.=849.88
18" R.C.P. SW
INV.=847.00
EX. END SECTION #431
T.C.=849.88
30" R.C.P. E
INV.=847.00
EX. END SECTION #455A
T.C.=850.05
18" R.C.P. E
INV.=848.26
EX. END SECTION #402
T.C.=848.80
18" R.C.P. SW
INV.=847.00
EX. END SECTION #427
T.C.=848.52
12" R.C.P. NE
INV.=847.00
EX. END SECTION #400
T.C.=847.85
18" R.C.P. E
INV.=846.60
855
852 853 854
856
855
853854855854855856857 850846847848849840845841842843844835836837838839855851852853
8
5
4
854
853853855851852853854855854856856857857855856856857
856
850 849
8
5
1
851852850851852852 855855 856855856857856
85
0
85
5
85
1
85
2
85
3
85
4855856 856856VAR. D.U.&S.S.E.Gas Line EasementInst. No. 2017-013563Gas Line EasementInst. No. 2017-013563Gas Line EasementInst. No. 2017-013563Gas Line EasementInst. No. 2017-013563VAR. B.M.P.E.&R.D.E.30'30'30' DRAINAGE FLOOD
ROUTE EASEMENT
INST. NO. 2020-069148
30' DRAINAGE FLOOD
ROUTE EASEMENT
INST. NO. 2020-069148
WILLI
A
M
S
C
R
E
E
K
BILLY CREEK ASSOCIATES
Inst. No. 92-022718
10 Ac.±(D)
(Parcel 2)
25' R.D
.
E
.
25'
R
.
D
.
E
.
25'
R
.
D
.
E
.25' R.D.E.EX. 6' CEDAR SHADOW
BOX PRIVACY FENCE
JACKSON'S GRANT VILLAGE
SECTION 1
Inst. No. ____________
THE HAMLET AT JACKSON'S
GRANT
SECTION 2
Inst. No. 2020-071814
Plat Cab. 6, Slide 6
o o oo o oo o oo o o o o o o o o o o oo o oo o oo o oo o oo o oSPRINGMILL ROADW. 116th STREET
VAR. R.D.E. & B.M.P.E
VAR. D.&U.E.
VAR. R.D.E. & B.M.P.E.
VAR. D.U.&S.S.E.o o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o
o
o o o o o o o o o o o o
BIO RETENTION BMP #1
2 YEAR ELEV.=849.50
10 YEAR ELEV.=850.13
INTERIM
100 YEAR ELEV.=851.51
100 YEAR ELEV.=850.99
BOTTOM ELEV.=VARIES
20'
D
.
U
.
&
S
.
S
.
E
.
2
0
'
D
.U
.&S
.S
.E
.20' D.U.&S.S.E.20' D.U.&S.S.E.15'
R
.
D
.
E
.
15'
R
.
D
.
E
.30' D.&U.E.30' D.&U.E.25' R.D.E.
1
5
'
R
.D
.E
.
VAR. U.E.
10' S.S.E.
15' S.S.E.
VAR. U.E.20' B.M.P.&U.E.25' R.D.E.
15' R.D.E.
15' R.D.E.
C.O.SPRINGMILL ROAD10' S.S.E.
10' S.S.E.
10' S.S.E.
LAKE #1
N.P.=847.00
2 YEAR ELEV.=848.30
10 YEAR ELEV.=849.26
INTERIM
100 YEAR ELEV.=851.45
100 YEAR ELEV.=853.50
BOTTOM ELEV.=835.00
(PARKWAY ARTERIAL)(PARKWAY COLLECTOR)(PARKWAY COLLECTOR)KEATON DRIVE(LOCAL)KE
A
T
O
N
D
R
I
V
E
(L
O
C
A
L
)KEATON DRIVE(LOCAL)VILLAGE CREEK DRIVE
(LOCAL)
VILLAGE CREEK DRIVE
(LOCAL)
VILLAGE CREEK DRIVE
(LOCAL)OTTO LANE(LOCAL)KEATON CIRCLE(LOCAL)OTTO LANE(LOCAL)20'
B
.M
.P
.&U
.E
.
20' B.M.P.&U.E.20' D.U.&S.S.E.20' B.M.P.&
U
.
E
.
20' B.M.P.&U.E.20' B.M.P.&S.S.E.20' B.M.P.&S.S.E.20' B.M.P.&S.S.E.15' R.D.E.15' R.D.E.15' R.D.E.1
5
'
R
.D
.E
.15' R.D.E.15' R.D.E.25' L.B.E.30' D.&U.E.15' R.D.E.15' D.&U.E.15' D.&U.E.15' R.D.E.
15' R.D.E.15' R.D.E.15' R.D.E.30' D.&U.E.25' L.B.E.10' L.B.E.10' L.B.E.10' L.B.E.5' N.A.E.5' N.A.E.
VAR. T.P.E.5' L.B.E.C.O.
TYPE III
TYPE III
TYPE III
C.O.ZZS
F
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF
SF SF
60160JGV-R2
AEC BKR CARMEL, CLAY TOWNSHIPHAMILTON COUNTY, INDIANA03/16/22File Name:S:\60160-JGV-R2\DWG\C300 - Erosion Control.dwg - C300Modified / By:March 15, 2022 7:43:23 PM / ecarsonPlotted / By:September 29, 2022 11:21:44 AM / Raven MorrisJACKSON'S GRANT VILLAGESECTION 2DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.
SHEET NO.
DRAWN BY:CHECKED BY: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: 317.849.5942THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.INITIAL STORM WATER POLLUTION PREV. PLANC300
GRAPHIC SCALE
( IN FEET )
1" = 50 FT
FUEL OIL TANK
(DOUBLE WALL)
PORT-O-LET
CONSTRUCTION
DUMPSTER
CONCRETE
WASHOUT AREA
POSTING SIGN
LOCATION
CONSTRUCTION
STAGING AREA 30'x30'
LEGEND
DENOTES CONSTRUCTION LIMITS
DENOTES SILT FENCE
DENOTES SNOW FENCE TO BE INSTALLED
FOR TREE PROTECTION
TEMPORARY BELOW GRADE "DROP INLET PROTECTION
BASKET"
TEMPORARY "DROP INLET PROTECTION BASKET",
"SEDIMENT CONTROL DEVICES"
EXISTING STORM MANAGEMENT AREA 1 SIGNAGE
LOCATION OF STORMWATER DISCHARGE FROM SITE
(SEE SECTION A9 ON SHEET C303)THIS SHEET TO BE
USED FOR EROSION
CONTROL ONLY.
PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL:
DOUG WAGNER
PHONE: (317) 770-1818
NOTES
ANY ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED
IN THE FIELD BY THE INSPECTOR.
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.
CONTRACTOR TO STAY WITHIN CONSTRUCTION LIMITS TO MAINTAIN
VEGETATIVE BUFFER AREAS.
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.
CONSTRUCTION
ENTRANCE 20'x150'