HomeMy WebLinkAboutC300 - Erosion Control-C301S 857.09856.90857.18857.31857.88857.84857.68856.91857.46857.91856.93856.72857.08857.38858.55858.80TR 858.73857.59857.37T.P.857.58857.81859.04859.18857.54857.32857.30857.56859.06858.80TR 858.67857.61857.46857.29857.49858.38858.01857.72856.82856.57855.91856.08856.97856.18855.40855.18854.91855.07855.43855.37854.86854.73854.49853.72853.88854.13853.71TR 853.39853.41853.14852.30852.64853.29853.00852.41852.27852.58852.67T.A.C.
T.A.C.
GV 851.65852.75852.58852.16851.72852.00852.56852.80852.78852.89852.43852.44852.46852.97852.72852.95853.37853.36853.46D 853.19853.42853.32853.21852.88852.80852.95852.70852.61852.25852.32852.78852.32852.24852.65852.40852.24852.05852.10852.01851.82851.49851.72851.68851.70851.65851.63851.89851.93852.27852.21852.46852.46T.A.C.
T.A.C.849.26849.44T.A.C.
T.P.
T.A.C.
T.A.C.
TR 852.88T.A.C.T.A.C.852.88853.36853.43853.46853.45853.49853.44853.45853.43853.37852.93852.94852.95852.72852.72853.08853.09853.32853.20853.06852.99852.52852.40852.78852.71852.67852.39852.07852.09852.25852.66852.78852.86853.36T.P.
P.W.P.853.46853.96854.30854.85855.45S
DYHWV856.22P.W.P.857.01857.70857.93858.33858.84P.W.P.859.16859.23859.14S858.80858.59P.W.P.858.15DYHWV857.71857.71857.53WV
S 856.82856.76856.57856.78856.47856.36856.22855.65855.68855.82856.78856.84856.86856.56856.70M855.94857.43856.27856.31855.76855.66854.65854.54854.63854.23853.99854.14853.80853.84854.00853.88853.76853.66853.56853.56853.54853.58853.52853.54853.24853.34853.63853.62853.32853.53853.45853.19853.20853.50853.68853.97853.85853.69853.74853.99854.05854.16854.20854.07854.12854.35854.36854.05853.92853.58853.84854.14854.19854.35854.34854.62854.64854.67854.66TV.P.T.P.E.P.E.P.
P.W.P.DYHWV
WV
DYH 854.26854.14854.01854.10854.26854.19854.29853.22853.18854.24854.39854.20854.18P.W.P.854.35854.37854.22854.29854.24854.29853.80853.71853.61853.35853.26853.40853.66853.90853.96854.24854.16854.47854.55855.06855.01856.43856.51857.63857.23P.W.P.
E.P.
P.W.P.
WV
859.08858.72858.37857.89857.43857.31853.78853.78854.30854.30854.33853.83853.76854.21854.16853.72S
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
852.66853.08853.04853.10853.15850.25P.W.P.
P.W.P.852.89853.33853.44853.45853.48853.48853.46853.42853.37853.19852.71852.73852.89852.79852.75852.72853.23853.10852.90852.76852.68852.52852.55852.01852.15852.57852.75852.89853.04853.20853.26852.78852.88GV
853.13852.89852.35852.34852.74852.64852.26852.26852.72852.55852.45D 852.69852.27851.93851.80851.77D 852.21851.75852.09851.88851.96851.83E 852.46852.06852.18D 852.49852.18852.47852.30852.47852.63852.44852.53852.62852.65852.69852.68852.56852.61852.54852.44852.49852.23852.44852.39852.62852.57852.67852.45852.32852.45852.54852.84852.71852.74D 853.17852.93853.15852.97T.A.C.TV.P.E.T.
T.A.C.853.17853.19852.88852.53853.07TV.P.850.80851.70853.32853.17D 853.28853.11853.19852.72852.46852.48852.95852.76852.64D 852.75852.64852.96850.44850.45853.08852.73852.64852.40852.50852.26852.19852.10852.07851.98D 852.28852.15851.96851.91852.10852.13852.35852.29852.34850.44852.38852.09T.P.849.65852.40852.60852.60852.76852.77853.23853.88850.97851.53853.82853.63853.23853.11852.90853.27853.03851.40851.74853.14853.08853.46853.50853.44853.41853.25853.38853.63853.73T.P.853.82854.10T.A.C.DYHWVWV 852.53852.61852.66852.58852.24851.96852.57853.15853.45853.10853.37852.02852.91852.06852.82852.85852.66852.88854.54854.37854.69853.37DYH WATER SPIGOT853.69853.66853.75853.71853.75853.68853.57853.84854.17853.78854.00854.16854.21854.14854.29DYH WATER SPIGOTDYH WATER SPIGOT853.70855.08854.63853.59853.08855.51855.02855.31855.79855.37855.37854.22854.42854.92854.80854.54854.48854.45854.44854.79854.46854.44854.88854.72854.80854.73854.89854.21GM
E.M.854.10853.72853.73853.86854.11853.89853.78853.89854.04DYH WATER SPIGOT854.73853.50853.94855.19855.19855.15855.07854.87855.19854.21DYH WATE
R SPI
G
OT848.15848.73848.73849.24849.82850.09W WELL HEAD843.05845.25845.28845.38845.76844.83854.38852.68850.02P.W.P.842.16843.44854.80855.27855.66845.44845.38855.96852.22P.W.P.P.W.P.855.48855.41855.44855.39855.39855.42852.50852.50852.38852.24852.16852.44852.49852.20851.97852.24852.23851.49851.49852.15852.55852.04852.79853.40853.13852.80852.91853.01853.20853.11853.26853.24853.50853.59853.73853.66855.44856.21855.92856.01856.18855.60856.23856.28856.42856.36855.57856.42856.34855.58855.88855.90855.38854.91855.32855.06854.15854.34853.94853.06853.31852.90852.39852.94852.71852.34852.68852.07852.14852.22852.20851.78852.00851.27851.36852.05851.88851.32851.03852.46853.66852.68853.26853.50859.06859.10858.80858.67858.80859.09859.30859.37859.29859.03858.67858.01857.26856.55855.78855.11854.39854.02853.86853.43853.27852.94852.91852.90852.93853.31853.28853.28853.67854.13854.50855.14855.83856.48857.24857.94858.52859.00859.27859.38859.28859.12858.71854853852851850849
847
848
846
845
844
843
842
842841
840 841841842
843
845844 846
847848849850
852
853
854
855
856855855854854
851852853853
853
852
853
852
852
852851
853852 853852
851
852850 855
856
854
85385
2
85
1
85
2 8538548548
5
5
85
6 858857857858 8568
5
8
857857856855854854
854
8548568
5
4
8538
5
3
852
852853854
854
855855855
854
853
852
852851850
849
846
84
6
845
846
845844
852
851
850 851
852 853 854
855 855
853
855
854Emma 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 758VAR. 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
SFSFSFSFSFSFSFSFSF SF SF SF
10' ASPHALT PATH 5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK10' ASPHALT PATH ex. 10' pathPERGOLA
W/ BENCH
PERGOLA
W/ BENCHES
PERGOLA
5' SIDEWALK
5' SIDEWALK
5'
S
I
D
E
W
A
L
K
5' SI
D
E
W
A
L
K
C.A.#1-2
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 oW W W W WWWWWWWWWW
W
W
W
WWWWWWWWWWW W*
*
**
**
*
*
**
*
*
**
***
*
*
*
*
*SPRINGMILL ROADW. 116th STREET
VAR. R.D.E. & B.M.P.E
VAR. D.&U.E.
VAR. R.D.E. & B.M.P.E.
W W W
W
W
W
W
W W W W W W
EXISTING RIGHT-
O
F
-
W
A
Y
VAR. D.U.&S.S.E.8+12855.741+00853.433+
0
0
85
5
.
3
56+00856.317+00856.428+00855.821+00
855.96
2+00
854.77
3+00
854.70
4+00
855.14
5+00
854.44
6+00
854.86
7+00
854.708+00
854.95 4+03854.351+00854.372+00854.193+00854.61HP6+42.92856.72LP4+82.41854.82H
P
1+
8
2
.
0
6
8
5
4
.
2
0
LP2+
1
5
.
0
0
85
4
.
1
0
H
P3+
4
3
.
8
4
85
5
.
8
0
GRD.CHG.0+24.00852.57435
GRD.CHG.
8+85.83
856.39
HP
3+81.81
855.20
LP
5+20.31
854.37HP
6+35.92
855.04
LP
7+47.91
854.45
GRD.CHG.
0+72.03
856.30
LP
2+47.05
854.39GRD.CHG.0+15.86854.87LP1+64.34854.04HP2+84.63854.64LP3+73.71854.22o 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
0+27.25
857.23
401
430429
428
427
405
404
403
402
409
408
407
406
424
423
422 421 415
414
413
412
411
410
418
417
434
433
432431
443
442
440439438
437
441
457A
457456
454
453
458 52'60'49'60'48'60'
44'60'49'60'
60'55'60'55'60'55'60'60'60'50'60'50'61'
60'
61
'60'60'61'42'60'50'60'50'60'50'60'50'60'
> o o o73 L.F. SWALE 1.00%73 L.F. SWALE 1.00%> o o o> o o o69 L.F. SWALE 1.00%69 L.F. SWALE 1.00%> o o o> o o o59 L.F. SWALE 1.00%79 L.F. SWALE 1.00%104 L.F. SWALE 1.00%> o o o> o o o> o o o> o o o> o o o> o o o140 L.F. SWALE 1.00%> o o o> o o o95 L.F. SWALE 1.00%69 L.F. SWALE 1.79%> o o o> o o o> o o o120 L.F. SWALE 1.00%S
455
455A
WWW455B
417A
WWW50' R.52' R/W
52' R/W77' R/W
60' 1/2 R/W40' R.
30' B-B
30' B-B18' B-B13' B-B
24' B-B
24'40'50' 1/2 R/W
50' 1/2 R/W
52' R/W
30' B-B
52' R/W30' B-B50' R/W
30' B-B
50' R/W
30' B-B
61' R/W30' B-BW1.14%2.
2
6
%1.22%-0.60%-0.60%-1.20%0.70%
-0.70%
-0.63%
1.67%0.60%C.A.#1-1
C.A.#1-4
C.A.#1-3
W85
0
85
5
84
9
85
1
85
2
85
3
85
4
853
854854855855854855856856855856857857855855854 855855
851 850 849 853855855853854853854856855855
8
5
5
8
5
4
85
6 857855
855854854855856
855850855846847848849851852853854850
855
855
846
847
848
849
851
852
853
854
855
855856856 855855855855
855 8588
5
48558
5
6
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> o o oM
L
A
G
=
8
5
3
.
1
2
M
F
P
G
=
8
5
3
.
1
2
M
L
A
G
=
8
5
3
.
1
2
M
F
P
G
=
8
5
3
.
1
2MLAG=856.00MFPG=856.00MLAG=853.12MFPG=853.12MLAG=855.50MFPG=855.50MLAG=856.00MFPG=856.00MLAG=855.50MFPG=855.50MLAG=856.00MFPG=856.00MLAG=855.50MFPG=855.50MLAG=856.00MFPG=856.00MLAG=855.50MFPG=855.50MLAG=856.50MFPG=856.50MLAG=855.50MFPG=855.50MLAG=856.50MFPG=856.50MLAG=855.50MFPG=855.50MLAG=856.50MFPG=856.50MLA
G
=
8
5
5.
5
0
MFP
G
=
8
5
5.
5
0
MLA
G
=
8
5
6.
5
0
MFP
G
=
8
5
6.
5
0
MLAG=8
5
5
.
5
0
MFPG=8
5
5
.
5
0
MLAG=8
5
6
.
5
0
MFPG=8
5
6
.
5
0
MLAG=856.50MFPG=856.50MLAG=855.50MFPG=855.50MLAG=856.50MFPG=856.50MLAG=855.50MFPG=855.50MLAG=856.50MFPG=856.50MLAG=855.60MFPG=855.60MLAG=855.70MFPG=855.70MLAG=855.77MFPG=855.77MLAG=855.30MFPG=855.30MLAG=855.50MFPG=855.50MLAG=855.50MFPG=855.50MLAG=855.40MFPG=855.40MLAG=855.50MFPG=855.50MLAG=855.40MFPG=855.40MLAG=855.50MFPG=855.5020'
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
.0+50854.671+50854.072+50854.493+50854.311+50854.00
2+
5
0
85
4
.
3
34+50855.005+50855.547+50856.1240'SPILLWAYEL.=853.5025'
B
.
L
.
M
L
A
G
=
8
5
5
.
1
0
M
F
P
G
=
8
5
5
.
1
0
2
5
'
B
.L
.25' B.L.25' B.L.25' B.L.25' B
.L
.
25' B.L.25' B.L.25' B.L.25' B.L.25' B.L.25' B.L.VAR. U.E.
10' S.S.E.
15' S.S.E.
VAR. U.E.20' B.M.P.&U.E.C.A.#1-2
25' R.D.E.MLAG=855.30MFPG=855.30459
EX-2
*
*
WILLI
A
M
S
C
R
E
E
K
15' R.D.E.
15' R.D.E.xxxxxxxxxxxxx x x x x x
xxxxxxxxxxxxx> o o o> o o o> o o o > o o o
461 12 L.F. 24" R.C.P. @ 1.00%8508518528528498
5
1
852
855
852853854
856853854855
853854
855
853854 SPRINGMILL ROAD8560+50
856.76
1+50
855.37
3+50
855.05
4+50
854.79
5+50
854.51
6+50
855.01
8+50
855.79
856855
1.00%1.00%
1
.
0
0%
1
.
0
0%
10' S.S.E.52' R/W30' B-B10' S.S.E.
10' S.S.E.854.5855.8855.8855.4
855.0
855.8
856.8
856.9
856.5
85
5
.
8 855.7855.7
856.3
854.6854.6854.5
854.3
854.7
854.8
854.6
854.8854.3853.6855.6855.6854.2855.0
856.0
856.0
854.1
855.0
854.7856.0856.0855.6
854.8
856.0
857.0
857.1
856.7
85
6
.
0 855.9855.5855.2855.9
856.5
854.4853.8853.9854.5855.68
5
5
.
6
8
5
5
.
6
85
3
.
8
85
5
.
6
85
5
.
6
85
5
.
6
854.5
H.P.
854.4
853.8854.5H.P.854.3853.8854.4H.P.853.6854.3854.6H.P.854.9H.P.854.2853.5854.5H.P.853.285
2
.
6
85
2
.
6
85
2
.
6
15
855.8
MFF=856.5
16
855.7
MFF=856.4
17
856.0
MFF=856.4
18
856.0
MFF=856.2
19
856.0
MFF=856.2
14
857.3
MFF=858.0
13
856.6
MFF=857.3
12
856.3
MFF=857.0
11
856.3
MFF=857.010
856.3
MFF=857.0
9
856.5
MFF=857.1
8
856.9
MFF=857.5
7
857.3
MFF=858.0
6
857.0
MFF=856.9
5
856.2
MFF=856.8
4
856.0
MFF=856.5
3
856.2
MFF=856.9
2
856.1
MFF=856.8
1
856.1
MFF=856.8
854.65
846.6
854.10854.10854.35
854.57853.8
855.6TC=854.06 854.08855.50
855.83
854.60
854.93
I.E.=848.95
854.1
853.2
854.3
856.1856.3
854.3853.4
> o o o> o o o> o o o> o o o165 L.F. SWALE 0.50%851852LAKE #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.=835.0025' R.D.E.25' R.D.E
.
25' R.
D
.
E
.
25' R.
D
.
E
.
400
460
851
852853
(PARKWAY ARTERIAL)(PARKWAY COLLECTOR)(PARKWAY COLLECTOR)T.C.=856.20
T.C.=855.79
T.C.=856.99
T.C.=856.24
T.C.=855.28
T.C.=855.99
T.C.=855.66
T.C.=855.60
T.C.=855.31
T.C.=854.71
T.C.=856.24
T.C.=856.84
10' ASPHALT
PATHKEATON 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)856856857856857855856
857
85520'
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.85185110' L.B.E.5' N.A.E.5' N.A.E.
VAR. T.P.E.5' L.B.E.111 L.F. 18" R.C.P. @ 0.36%30 L.F. 12" R.C.P. @ 0.30%
130 L.F. 12" R.C.P. @ 0.72%68 L.F. 12"
R.
C.
P.
@ 3.00
%
15 L.F.
15" R.C.P.
@ 0.30%115 L.F. 15" R.C.P. @ 2.63%52 L.F. 18" R.C.P. @ 0.29%
137 L.F. 12" R.C.P. @ 0.30%
138 L.F. 12" R.C.P. @ 0.30%
147 L.F. 12" R.C.P. @ 0.30%
68
L
.
F
.
1
2
"
R
.
C
.
P
.
@
1
.
7
4
%
140 L.F. 12" R.C.P. @ 0.30%
30 L.F. 12" R.C.P. @ 0.33%
37 L.F. 15" R.C.P. @ 0.22%
105 L.F. 15" R.C.P. @ 0.22%120 L.F. 18" R.C.P. @ 0.18%33 L.F. 18" R.C.P. @ 0.21%
15 L.F. 18" R.C.P. @ 0.30%
81 L.F. 18" R.C.P. @ 0.30%62 L.F. 18"
R.
C.P.
@ 0.30
%
28 L.F. 21" R.C.P. @ 0.29%
15 L.F. 21" R.C.P. @ 0.33%
137 L.F. 24" R.C.P. @ 0.18%
49 L.F. 30" R.C.P. @ 0.33%
26 L.F. 21" R.C.P. @ 0.34%121 L.F. 21" R.C.P. @ 0.36%121 L.F. 30" R.C.P. @ 0.14%
30 L.F. 30" R.C.P. @ 0.20%
27 L.F. 30" R.C.P. @ 0.19%
106 L.F. 30" R.C.P. @ 0.18%
21 L.F. 12" R.C.P. @ 3.90%
63 L.F. 15" R.C.P. @ 0.25%33 L.F. 18" R.C.P. @ 0.18%
38 L.F. 18" R.C.P. @ 0.18%
29 L.F. 18" R.C.P. @ 0.18%
23 L.F. 12" R.C.P. @ 2.27%
84 L.F. 18" R.C.P. @ 0.19%136 L.F. 15" R.C.P. @ 0.78%118 L.F. 15" R.C.P. @ 1.38
%
70 L.F. 18" R.C.P. @ 0.23%
30 L.F. 15" R.C.P. @ 0.30%
8 L.F. 12" R.C.P. @ 0.67%
18 L.F. 21" R.C.P. @ 0.26%
18 L.F. 21" R.C.P. @ 0.29%
21 L.F. 12" R.C.P. @ 0.96%
8 L.F. 12" R.C.P. @ 0.30%855856857855856857855854856857853TC=854.06
855856857
855856857TC=853.77
TC=853.98
854> o o o
849.9
19'
SPILLWAY
EL.=851.00
1.50%850
850851
852
852
853
**
*
**
*
855.79
855.72
855.93
856.02
855.60
37 L.F. SWALE
5.16%66 L.F. SWALE 1.00%851852119 L.F. SWALE 1.09%
I.E.=850.25
852852
EX
JGV809
JGV808
JGV812
JGV807
JGV806
JGV805
JGV804
JGV803
JGV802
JGV801
JGV800
JGV810
JGV811
JGV813
852855854856855.21
854.88 854855855I.E.=850.38
T.C.=856.06
VAR. SIGN
EASEMENT
856
TEMPORARY TOP SOIL
STOCK PILE LOCATION
S
F
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF
S
F
SFSFSFSFSF SF SF SF
SF
SF
SF
SF SF SF SF SFSFSFSFSFSFSFSFSFSF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF
SF SF SF SF SF
SFSFSFSFSFSFSFSFSFSF
SF
STR. #404
CS-4 - 679557-10
MANHOLE
STR. #437
CS-10 - 679557-50
MANHOLE
STR. #412
CS-4 - 679557-20
MANHOLE
STR. #433
CS-6 - 679557-40
MANHOLE
STR. #429
CS-3 - 679557-30
CURB INLET
STR. #455
CS-5 - 679557-60
YARD INLET ZZDATEMARKREVISIONSBYCERTIFIED: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.TEMP. STORM WATER POLLUTION PREV. PLANC301
60160JGV-R1
AEC BKR CARMEL, CLAY TOWNSHIPHAMILTON COUNTY, INDIANA06/16/21File Name:S:\60160JGV-R\DWG\C300 - Erosion Control.dwg - C301Modified / By:March 19, 2022 4:39:14 PM / ecarsonPlotted / By:March 20, 2022 4:44:24 PM / Erik CarsonJACKSON'S GRANT VILLAGESECTION 101/18/22CITY OF CARMEL REVIEW COMMENTSAEC03/18/22CITY OF CARMEL & TRICO REVIEW COMMENTSAECGRAPHIC SCALE
( IN FEET )
1" = 50 FT
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"
ROCK HORSE SHOE DAM
ROCK CHECK DAM
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) 770-7011
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.