HomeMy WebLinkAboutC200 - Site Development Plan-C200N
S 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.EAC
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.
EACEAC 849.26849.44852.50S
T.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.858.15DYHWV857.71857.71NN
℄
℄℄
℄
S
NN
℄857.43856.27856.31855.76855.66854.54854.63854.23853.99853.84854.00853.88853.76853.58853.52853.54853.24853.34853.63853.62853.32853.53853.45853.19853.20853.50853.68853.69853.74853.99854.05854.16854.20854.07854.12854.35854.36854.05853.92854.35854.34854.62854.64854.67854.66TV.P.T.P.E.P.E.P.
P.W.P.DYHWVDYH 853.22853.18P.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.859.08858.72858.37857.89857.43853.78853.78854.30854.30854.33853.83853.76854.21854.16853.72S
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
852.66853.08853.04853.10853.15853.42853.35850.25P.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
853.10853.13852.89852.35852.34852.74852.64852.26852.26852.72852.55852.45D 852.69852.27851.93851.80851.77D 852.21851.75852.09851.88851.96851.83E.T.E 852.46852.06852.18D 852.49852.18852.47852.30852.47852.63852.44852.53852.62852.65852.69852.68852.56852.61M.B.852.54852.44852.49852.23852.44852.39852.62852.57852.67852.45852.32852.45852.54852.84852.71852.74D 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 853.28853.11853.19852.72S852.46852.48852.95852.76852.64D 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.849.65852.40852.60852.60852.76852.77853.23853.88853.80853.58853.56853.74C.O.
S 850.97851.53853.78853.58853.68853.94853.82853.63853.23853.11852.90853.27853.03851.40851.74M.B.853.14853.08853.46853.50853.44853.41853.25853.38853.63853.73T.P.853.82854.10T.A.C.
P.W.P.P.W.P.DYHWVWV
T.A.C.WV
DYH852.53852.61852.66852.58852.24851.96852.57853.15WV
E.T.853.45853.10853.37852.02852.91T TTTTTTTTTTTTTTTTTTTTTTTTGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS
T T T T T T
T
T
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GAS GASGASGAS GAS
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EEEEE
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> o o oOHE OHE OHE OHE
T T T T
T T T T T T T T
T T T T T T T T T T T T T T T T T T
T
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E E
EEW W W W
WW W W W W W W W W W W W W W W W W W W W W
Wxxxxxxxxxxxxxx 852.46852.35852.06852.82852.85852.66852.88854.54854.37854.69854.87853.37DYH WATER SPIGOT853.69853.66853.75853.71853.75853.68853.57853.84854.17853.78854.00854.16854.21854.14854.29DYH WATER SPIGOTDYH WATER SPIGOT853.70852.51853.57855.08854.63853.59853.08855.51855.02855.31855.79855.37855.37854.22854.42854.92854.80854.54854.48853.58853.56854.45854.44854.79854.46854.44854.88854.72854.80854.73854.89854.21GM AC 854.20E.M.854.10853.72853.73853.86854.11853.89853.78853.89854.04DYH WATER SPIGOT854.73853.50853.94855.19855.19855.15855.07853.55853.53854.87855.19854.21DYH WATE
R SPI
G
OT848.15848.73848.73849.24849.82850.09853.53853.51W WELL HEAD843.05845.25845.28845.38845.76844.83854.38852.68852.96850.02P.W.P.842.16843.44854.80855.27855.66853.57852.51845.44845.38855.96852.22P.W.P.P.W.P.855.48855.41855.44855.39855.39855.42852.51852.50852.50852.50852.38852.24852.16852.44852.49852.20851.97852.24852.23851.49851.49852.15852.55852.04852.79853.40853.13852.80852.91853.01853.20853.11853.26853.24853.50853.59853.73853.66855.44856.21855.92856.01856.18855.60856.23856.28856.42856.36855.57856.42856.34855.58855.88855.90855.38854.91855.32855.06854.15854.34853.94853.06853.31852.90852.51853.53852.39852.94852.71852.34852.68852.07852.14852.22852.20851.78852.00851.27851.36852.05851.88851.32851.03852.46853.66852.68853.26853.50853.21xxxxxxxxxxxxxxxxx> o o o> o o ox> o o o> o o o> o o o> o o oxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxE 859.06859.10858.80858.67858.80859.09859.30859.37859.29859.03858.67858.01857.26856.55855.78855.11854.39854.02853.86853.43853.27852.94852.91852.90852.93853.31853.28853.28853.67854.13854.50855.14855.83856.48857.24857.94858.52859.00859.27859.38859.28859.12858.71Curb Inlet
TC=857.71
SW: 12"RCP, Inv=854.31
Curb Inlet
TC=857.84
N: 12"RCP, Inv=853.80
NE: 12"RCP, Inv=853.87
No Other Pipes Visible
Curb Inlet
TC=853.53
No Pipes Measured
Curb Inlet
TC=857.93
W: 12"RCP, Inv=853.53
Curb Inlet
TC=858.01
E: 12"RCP, Inv=852.87
No Other Pipes Visible
Probable Connection South
Shown BUT NOT Measured
Inlet
TC=855.37
N: 12"RCP, Inv=851.23
S: 12"RCP, Inv=850.84
Inlet
TC=851.65
N: 12"RCP, Inv=850.12
S: 12"RCP, Inv=850.10
Storm Manhole
TC=853.19
N/SW: 12"RCP, Inv=849.71
12"RCP W/ Concrete
End Section, Inv=849.44
Sanitary Manhole
TC=855.16
N: 8"PVC, Inv=843.60
E: 8"PVC, Inv=843.50
Sanitary Manhole
TC=857.21
N: 8"PVC, Inv=841.86
W: 8"PVC, Inv=841.93
Sanitary Manhole
TC=858.89
N: 18"PVC, Inv=837.79
E: 18"PVC, Inv=837.75854853852851850849
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
857856855854854
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
85412" Conc
Headwall
18" Metal Pipe
Inv=848.15
4" Clay, Inv=849.25
6" Clay(2), Inv=848.73
12" RCP W/Concrete
End Section, Inv=845.44
12" RCP W/Concrete
End Section, Inv=845.38
12"RCP W/ Concrete
End Section, Inv=849.26
15"CMP , Inv=850.80
Other End Not Found
15"CMP
Inv=850.44
15"CMP
Inv=850.45
15"RCP W/Concrete
End Section, Inv=850.45
12"CMP
Inv=851.40
12"CMP
Inv=851.74
12"CMP W/Concrete
End Section, Inv=851.53
12"CMP W/Concrete
End Section, Inv=850.97
6"CPP
Inv=851.32
6"CPP
Inv=851.03
Curb Inlet
TC=852.29
N: 15"RCP, Inv=848.74
S: 18"RCP, Inv=847.79 Field Entrance
Storm Manhole
TC=852.69
Curb Inlet
TC=853.32
No Pipes MeasuredEmma 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
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
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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-
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
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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
855850855846847848849851852853854835836837838839
840845841842843844850
855
855
846
847
848
849
851
852
853
854
850855851852853854846847848849855
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
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1
2
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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
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1
0
2
5
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B
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.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
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15' R.D.E.
15' R.D.E.xxxxxxxxxxxxx x x x x x
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C.O.> o o o> o o o> o o o > o o o
461 12 L.F. 24" R.C.P. @ 1.00%850851852852849851
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
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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%
C.O.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
TYPE III
TYPE III
TYPE III
856
2 BIKE RACKS
SEE DETAIL,
SHEET C805
OVERLOOK
WITH
BENCHES
LAKE CROSS
SECTION "A-A"
SEE SHEET C803A
FOR DETAIL
SEE SHEET C803A FOR
SPILLWAY DETAIL
DRY BASIN CROSS
SECTION "B-B"
SEE SHEET C803A
FOR DETAIL
6' CEDAR SHADOW BOX
PRIVACY FENCE
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
20'
D
.
U
.
&
S
.
S
.
E
.20' D.U.&S.S.E.20' D.U.&S.S.E.20' D.U.&S.S.E.20' D.
U.
&
S.
S.
E.
20'
B
.
M
.
P
.
&
U
.
E
.20' B.M.P.&U.E.V
A
R
.
R
.
D
.
E
.
&
B
.
M
.
P
.
E
.
V
A
R
.
R
.
D
.
E
.
&
U
.
E
.20' D.U.&S.S.E.20' D.U.&S.S.E.20' D.U.&S.S.E.FLAT BOTTOM SWALE
SECTION "C-C" SEE SHEET
C803A FOR DETAIL
60160JGV-R1
AEC BKR CARMEL, CLAY TOWNSHIPHAMILTON COUNTY, INDIANA06/16/21File Name:S:\60160JGV-R\DWG\C200 - Site Development Plan.dwg - C200Modified / By:March 20, 2022 4:38:55 PM / ecarsonPlotted / By:March 20, 2022 4:43:04 PM / Erik CarsonJACKSON'S GRANT VILLAGESECTION 101/18/22CITY OF CARMEL REVIEW COMMENTSAEC03/18/22CITY OF CARMEL & TRICO REVIEW COMMENTSAECDATEMARKREVISIONSBYCERTIFIED: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.SITE DEVELOPMENT PLANC200
GRAPHIC SCALE
( IN FEET )
1" = 50 FT
LEGEND
EXISTING SANITARY SEWER
EXISTING STORM SEWER
EXISTING WATER LINE
EXISTING CONTOUR
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED CONTOUR
PROPOSED WATER LINE
PROPOSED SWALE
PROPOSED GRADE ELEVATION
PROPOSED 5' SIDEWALK (BY HOME BUILDER)
(DEVELOPER SHALL INSTALL SIDEWALKS ALONG ALL
COMMON AREAS)
PROPOSED CURB w/ 6" UNDERDRAIN
PROPOSED 6" SUB-SURFACE DRAIN
MLAG / MFPG (REAR)
LOT NUMBER
PAD GRADE
MINIMUM FINISH FLOOR ELEVATION
MLAG / MFPG (FRONT)
MFF=850.70 MINIMUM FINISH FLOOR ELEVATION IS BASED
OFF OF THE FOLLOWING CRITERIA:
1. 12" (1.0') ABOVE THE NEAREST UPSTREAM
OR DOWNSTREAM SANITARY MANHOLE,
WHICHEVER IS LOWEST.
2. 15" (1.25') ABOVE THE HIGHEST ROAD
ELEVATION
3. 6" (0.5') ABOVE THE HIGHEST MLAG
MLAG MINIMUM LOWEST ADJACENT GRADE
(FLOOD PROTECTION)
MFPG MINIMUM FLOOD PROTECTION GRADE
(LAKE / FLOOD PROTECTION)
B.L.BUILDING SETBACK LINE
M.E.MATCH EXISTING
H.P.HIGH POINT
L.P.LOW POINT
GRD. CHG.GRADE CHANGE
DENOTES SNOW FENCE TO BE INSTALLED FOR
TREE PROTECTION
RISER
300
850.0
MFF=850.70
MLAG=850.2
MFPG=850.2
MLAG=848.1
MFPG=848.1
BENCHMARK DATA
TBM #1
THE NORTH RIM OF A SANITARY MANHOLE IS THE
SOUTHWEST QUADRANT OF THE INTERSECTION OF
SPRING MILL ROAD AND OTTO LANE.
ELEV=857.21 (NAVD 88)
ORIGINATING BENCHMARK
HAM 64
HAMILTON COUNTY BENCHMARK HAM 64: AN INDIANA
DEPARTMENT OF NATURAL RESOURCES CONTROL
STATION TABLES STAMPED "HAM 64 1989" AT THE WEST
116TH STREET BRIDGE OVER WILLIAMS CREEK ON THE
SOUTHWEST CONCRETE WINGWALL OF THE BRIDGE.
ELEV=834.28 (NAVD 88)
CONSTRUCTION LIMITS
EARTHWORK NOTES
1.EXCAVATION
A.EXCAVATED MATERIAL THAT IS SUITABLE MAY BE USED FOR FILLS. ALL UNSUITABLE
MATERIAL AND ALL SURPLUS EXCAVATED MATERIAL NOT REQUIRED SHALL BE REMOVED
FROM THE SITE.
B.PROVIDE AND PLACE ANY ADDITIONAL FILL MATERIAL FROM OFFSITE AS MAY BE NECESSARY
TO PRODUCE THE GRADES REQUIRED ON PLANS. FILL OBTAINED FROM OFFSITE SHALL BE OF
QUALITY AS SPECIFIED FOR FILLS HEREIN AND THE SOURCE APPROVED BY THE DEVELOPER. IT
WILL BE THE RESPONSIBILITY OF THE CONTRACTOR FOR ANY COSTS FOR FILL NEEDED.
2.REMOVAL OF TREES
A.ALL TREES AND STUMPS SHALL BE REMOVED FROM AREAS TO BE OCCUPIED BY A ROAD
SURFACE OR STRUCTURE AREA. TREES AND STUMPS SHALL NOT BE BURIED ON SITE.
3.PROTECTION OF TREES
A.THE CONTRACTOR SHALL, AT THE DIRECTION OF THE DEVELOPER, ENDEAVOR TO SAVE AND
PROTECT TREES OF VALUE AND WORTH WHICH DO NOT IMPAIR CONSTRUCTION OF
IMPROVEMENTS AS DESIGNED.
B.IN THE EVENT CUT OR FILL EXCEEDS 0.5 FEET OVER THE ROOT AREA, THE DEVELOPER SHALL
BE CONSULTED WITH RESPECT TO PROTECTIVE MEASURE TO BE TAKEN, IF ANY, TO PRESERVE
SUCH TREES.
4.REMOVAL OF TOPSOIL
A.ALL TOPSOIL SHALL BE REMOVED FROM ALL AREAS BENEATH FUTURE PAVEMENTS OR
BUILDING. TOPSOIL REMOVAL SHALL BE TO A MINIMUM DEPTH OF 6 INCHES OR TO THE DEPTH
INDICATED IN THE GEOTECHMICAL REPORT PROVIDED BY THE DEVELOPER TO BE EXCAVATED
OR FILLED. TOPSOIL SHOULD BE STORED AT A LOCATION WHERE IT WILL NOT INTERFERE WITH
CONSTRUCTION OPERATIONS. THE TOPSOIL SHALL BE FREE OF DEBRIS AND STONES.
5.UTILITIES
A.RULES AND REGULATION GOVERNING THE RESPECTIVE UTILITY SHALL BE OBSERVED IN
EXECUTING ALL WORK UNDER THIS SECTION.
B.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE LOCATION OF
EXISTING UNDERGROUND UTILITIES 2 WORKING DAYS PRIOR TO COMMENCING WORK. FOR
UTILITY LOCATIONS TO BE MARKED CALL TOLL FREE 811.
6.SITE GRADING
A.THE CONTRACTOR SHALL DO ALL CUTTING, FILLING, COMPACTING OF FILLS AND ROUGH
GRADING REQUIRED TO BRING ENTIRE PROJECT AREA TO SUBGRADE AS SHOWN ON THE
DRAWING.
B.THE TOLERANCE FOR PAVED AREAS SHALL NOT EXCEED 0.05 FEET ABOVE ESTABLISHED
SUBGRADE. ALL OTHER AREAS SHALL NOT EXCEED 0.05 FEET PLUS OR MINUS THE
ESTABLISHED GRADE. PROVIDE ROUNDINGS AT TOP AND BOTTOM OF BANKS AND OTHER
BREAKS IN GRADE.
C.THE ENGINEER SHALL BE NOTIFIED WHEN THE CONTRACTOR HAS REACHED THE TOLERANCE
AS STATED ABOVE, SO THAT FIELD MEASUREMENTS AND SPOT ELEVATIONS CAN BE VERIFIED
BY THE ENGINEER. THE CONTRACTOR SHALL NOT REMOVE EQUIPMENT FROM THE SITE UNTIL
THE ENGINEER HAS VERIFIED THAT THE JOB MEETS THE ABOVE TOLERANCE.
1.THIS SURVEY REFLECTS ABOVE GROUND INDICATIONS OF UTILITIES AND
INFORMATION AVAILABLE FROM UTILITY COMPANIES. THE SURVEYOR
MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN
COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR
ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE
UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION
INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS
ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE. THE
SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES.
2.CONTRACTOR SHALL VERIFY DEPTHS OF ALL EXISTING ONSITE UTILITIES
PRIOR TO CONSTRUCTION TO CONFIRM THERE ARE NOT ANY CONFLICTS
WITH OTHER UTILITIES, STORM SEWERS OR STREETS. CONFLICTS AFTER
CONSTRUCTION BEGINS ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY.
3.STORM WATER CONTROLS SHOWN ON THE INITIAL SWPPP (C300) SHOULD
BE INSTALLED AS SOON AS PRACTICAL.
4.IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES, THE EXPENSE
OF SUCH RELOCATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER.
ALL UTILITY POLES SHALL BE LOCATED WITHIN ONE FOOT OF THE
PROPOSED RIGHT-OF-WAY.
5.ALL PADS SHOULD BE TESTED TO ASSURE A COMPACTION OF AT LEAST 95
PERCENT OF THE MAXIMUM DRY DENSITY USING THE STANDARD PROCTOR
TEST METHOD.
6.ANY PRIVATE TILES LOCATED ON THIS SITE WILL NEED TO BE LOCATED;
BREATHERS SET AT THE DOWNSTREAM PROPERTY LINE AND CRUSHED OR
REMOVED ACROSS THIS SITE. IF ANY OF THESE TILES EXTEND BEYOND THE
LIMITS OF THIS PROJECT, THEY WILL NEED TO BE PROVIDED A POSITIVE
OUTLET AND ALLOWED TO CONTINUE TO FUNCTION, AS IT IS ILLEGAL TO
BLOCK OFF A PRIVATE "MUTUAL" TILE.
7.CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO
SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S
CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS,
REQUIRED INSPECTIONS FOR CERTAIN STAGES OF WORK TO REVIEW THE
AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE
EXISTING AND PROPOSED CITY R/W.
8.EXISTING PAVEMENT TO BE SAW CUT TO A CLEAN EDGE ADJACENT TO ANY
WIDENING, AUXILIARY LANES, ETC.
9.NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN
APPROVED STORM WATER MANAGEMENT PERMIT.
10.THERE IS TO BE NO DRIVEWAY ENCROACHMENTS INTO EASEMENTS
BETWEEN LOTS.
11.IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES , THE EXPENSE
OF SUCH RELOCATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER.
ALL UTILITY POLES SHALL BE LOCATED WITHIN ONE-FOOT OF THE
PROPOSED RIGHT-OF-WAY.
12.DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED
TO THE SATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT.
THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH
THE CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE
EXISTING CONDITION OF THE RIGHT-OF-WAY.
13. ALL PAVING WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY
SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF
ENGINEERING.
14.UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE
RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONS
REQUIRED FOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITH
PROPOSED DEVELOPMENT SHALL BE THE RESPONSIBILITY OF THE
DEVELOPER TO RESOLVE WITH THE UTILITY. EXISTING POLE LINES
REQUIRED TO BE RELOCATED SHALL BE RELOCATED TO WITHIN ONE FOOT
OF PROPOSED RIGHT-OF-WAY LINE.
15.DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED
TO THE SATISFACTION OF THE CITY A THE COMPLETION OF THE PROJECT.
THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WIT
THE CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE
EXISTING CONDITION OF THE RIGHT-OF-WAY.
16.ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY
SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF
ENGINEERING. THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF
ENGINEERING TO SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW
THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION
REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE
WORK AND THE REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT
RELATES TO WORK WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY.
17.ANY DISTURBANCE TO EXISTING BMP GRADING AND/OR VEGETATION
SHALL BE RESTORED PER DETAILS AND SPECIFICATIONS SHOWN ON V3
DESIGN DEVELOPMENT DOCUMENTS.
18.ALL STORM SEWERS ARE PUBLIC
19.MINIMUM FLOOD PROTECTION GRADE OF ALL STRUCTURES FRONTING A
POND OR OPEN DITCH SHALL BE NO LESS THAN 1 FOOT ABOVE ANY
ADJACENT 100-YEAR LOCAL FLOOD ELEVATIONS OR 2 FEET ABOVE ANY
ADJACENT 100-YEAR REGIONAL FLOOD ELEVATIONS, WHICHEVER IS
GREATER, FOR ALL WINDOWS, DOORS, PIPE ENTRANCES, WINDOW WELLS,
AND ANY OTHER STRUCTURE MEMBER WHERE FLOODWATERS CAN ENTER
A BUILDING.
NOTES
NOTES (CONT.)
DRAINAGE SUMMARY
OVERALL
Site Acreage=+/-20.89 ac.
Offsite/Upstream Acreage=None
Allowable Release Rate:
10yr =1.71 c.f.s. 100yr = 5.14 c.f.s.
Post Developed Release Rate:
10 yr = 2.75 c.f.s. 100 yr = 5.14 c.f.s.
JACKSON'S GRANT VILLAGE, SECTION 1
Site Acreage=+/-11.894 ac.
Post Developed Release Rate:
10 yr = 2.29 c.f.s. 100 yr = 3.35 c.f.s.
Is the primary water quality treatment for the development as planned in the Master Plan - YES
If NO, provide the following information per BMP (Only for BMP's with vegetative swale req.):
*Length of vegetated swale treatment (from disharge point to outlet pipe) - N/A
*Minimum length of vegetated swale treatment as required by the Master Plan - N/A
Is the primary water quantity treatment for the development as planned in the Master Plan - YES
*If YES, provide the following information:
Total Master Plan contributing watershed = 20.89 Ac.
Total Watershed Currently Built (or Approved) contributing to this system = 0 Ac.
Total watershed from Jackson's Grant Villages, Section 1 contributing to the system = 11.869 Ac.
Total watershed available in the system post-project = 20.89 Ac.
Is the entire BMP treatment train to an outlet point being constructed with this section - YES
If NO, provide the following information:
Detention Basins BMP's Constructed with this section. (See BMP pond data table-this sheet) - N/A
Also, reference Post-Construction Stormwater Master Plan prepared by Williams Creek Consulting.
HORIZONTAL DATUM
HORIZONTAL DATUM SHALL BE BASED ON INDIANA STATE
PLANE COORDINATES, NAD83.01/18/22CITY OF CARMEL REVIEW COMMENTSAEC03/18/22CITY OF CARMEL & TRICO REVIEW COMMENTSAEC