HomeMy WebLinkAboutC300 - Erosion Control-C302S 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.
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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
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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
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
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*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-
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A
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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
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8
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4
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5
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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
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8568550+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
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84
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85
1
85
2
85
3
85
4
853
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855
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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
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VAR. U.E.20' B.M.P.&U.E.C.A.#1-2
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EX-2
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854.79
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1
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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
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8 855.7855.7
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854.6854.6854.5
854.3
854.7
854.8
854.6
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856.0
856.0
854.1
855.0
854.7856.0856.0855.6
854.8
856.0
857.0
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856.7
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5
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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
.
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.
25' R.
D
.
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.
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.=854.57
T.C.=856.24
T.C.=856.84
10' ASPHALT
PATHKEATON DRIVE(LOCAL)KE
A
T
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D
R
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V
E
(L
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C
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L
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VILLAGE CREEK DRIVE
(LOCAL)
VILLAGE CREEK DRIVE
(LOCAL)OTTO LANE(LOCAL)KEATON CIRCLE(LOCAL)OTTO LANE(LOCAL)856856857856857855856
857
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5
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.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 851851850
850851
852851851852852849.9
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 SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF
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
INSTALL BANK ARMORMENT
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 DATEMARKREVISIONSBYCERTIFIED: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.PERM. STORM WATER POLLUTION PREV. PLANC302REVISED UPALND GRASS HATCHING05/13/22RBM60160JGV-R1
AEC BKR CARMEL, CLAY TOWNSHIPHAMILTON COUNTY, INDIANA06/16/21File Name:S:\60160JGV-R\DWG\C300 - Erosion Control.dwg - C302Modified / By:May 17, 2022 11:36:10 AM / brobinsonPlotted / By:May 17, 2022 11:37:15 AM / Raven MorrisJACKSON'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 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
NATIVE VEGETATION & PROTECTIVE SIGNAGE
(SEE DETAIL THIS SHEET)
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.
ANY STORM MANAGEMENT AREA 2 SIGNAGE DISTURBED OR
DAMAGED DURING CONSTRUCTION SHALL BE RESTORED OR
REPLACED, IN KIND, BY THE CONTRACTOR. REFER TO V3 DESIGN
DEVELOPMENT DOCUMENTS FOR DETAILS.
PLANTING SCHEDULE
UPLAND WOODLAND MIX
TYPE OF SEED - GRASSES
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
NATIVE VEGETATION &
PROTECTIVE SIGNAGE DETAIL
NOT TO SCALE