HomeMy WebLinkAboutC200 - Site Development Plan-C200N
S 857.09856.90857.18857.31857.88857.84
857.68856.91857.46857.91856.93856.72857.08857.38858.55858.80TR 858.73857.59857.37T.P.857.58857.81859.04859.18857.54857.32857.30857.56859.06858.80TR 858.67857.61857.46857.29857.49858.38857.72856.82856.57855.91856.08856.97856.18855.40855.18854.91855.07855.43855.37854.86854.73854.49853.72853.88854.13853.71TR 853.39853.41
853.14852.30852.64
853.29853.00852.41852.27852.58852.67T.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 853.19853.42853.32853.21852.88852.80852.95852.70852.61852.25852.32852.78852.32852.24852.65852.40852.24852.05852.10852.01851.82851.49851.72851.68851.70
851.65851.63851.89851.93852.27852.21852.46852.46T.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.852.88853.36853.43
853.46853.45853.49853.44853.45853.43853.37852.93852.94852.95853.08853.09853.32853.20853.06852.99852.52852.40852.78852.71852.67852.39852.07852.09852.25852.66852.78852.86853.36T.P.
P.W.P.853.46853.96854.30854.85855.45SD
YHWV856.22P.W.P. 857.01857.70857.93858.33858.84
P.W.P.859.16859.23859.14S858.80858.59P.W.P.858.15DYHWV857.71857.71NN
℄
℄℄
℄
S
NN
℄857.43856.27856.31855.76855.66854.54
854.63854.23853.99853.84
854.00853.88853.76853.58853.52853.54853.24
853.34853.63853.62853.328853.885853853.69853.74853.99854.05854.16854.20854.07854.12854.35854.36854.05853.92854.35854.34
854.62854.64854.67854.66TV.P. T.P.E.P.E.P.DYHWV
YH8853.18854.35854.37854.22854.29854.24854.29853.80853.71853.61853.35853.26853.40853.66853.90853.96854.24854.16854.47854.55855.06855.01856.43
856.51857.63857.23P.W.P.
E.P.
P.W.P.859.08858.72858.37857.89857.43853.78853.78854.30854.30854.33853.83853.76
854.21854.16853.72S
853.61854.09854.04853.56853.49854.00854.01853.40853.38854.03S854.04
853.41
853.47854.07854.12853.50853.57854.16854.22853.66853.71854.30854.33853.72853.80854.36854.28853.80W WATERMANHOLEWV
853.08853.04853.10853.15853.42
853.35850.25P.W.P.
P.W.P.852.89853.33853.44853.45853.48
853.48853.46
853.42853.37853.19852.71852.73852.89852.79852.75852.72853.23853.10852.90852.76852.68852.52852.55852.01852.15852.57852.75852.89853.04853.20853.26852.78852.88GV
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.852.54852.44852.49852.23852.44852.39852.62852.57852.67852.45852.32852.45852.54852.84852.71852.74
D 853.17852.93853.15852.97T.A.C.TV.P.E.T.
T.A.C.853.17853.19852.88852.53853.07TV.P.853.32853.17D 853.28853.11853.19852.72S852.46852.48852.95852.76852.64D 852.75852.64852.96853.08852.73852.64
852.40852.50852.26852.19852.10852.07851.98D 852.28852.15851.96851.91852.10852.13852.35852.34850.44852.38852.09T.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.DYHWV WV
T.A.C.WVD
YH852.53852.61852.66852.58852.24851.96852.57853.15WV
E.T.853.45853.10853.37852.02852.91T TTTTTTTTTTTTTTTTTTTTTTTTGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAST T T T T T
T
T
T
T
GAS GASGASGAS GAS
E
E E
E
E
E
E
E
E EE E
EEEEE
E EET T
TEE
EOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEWWWWWWWWWWWWWWWWWWWWWWWWWWWWWOHEOHEOHEOHEOHEOHEOHEOHETTT
T
T T
T
TT> o o o > o o o
> o o o
> o o o
> o o o TTTTTTTTTTTTTTGASGASGASGASGASGASGASGAS> o o o > o o o > o o o > o o o > o o o > o o o > o o o > o o o > o o o > 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
T
T T T T T T T T T T T
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
Wxx 852.46852.35852.06852.82852.85852.66852.88854.54854.37854.69852.51855.08854.63853.59853.08855.19855.19855.15855.07854.87855.19854.21848.15848.73848.73849.24849.82850.09W WELL HEAD843.05845.25845.28845.38845.76844.83854.38852.68852.96850.02P.W.P.842.16843.44
854.80855.27855.66852.51845.44845.38855.96852.22P.W.P.P.W.P.855.48855.41855.44855.39855.39855.42852.51852.50852.50852.50851.49852.15852.55852.04852.79853.40853.13852.80852.91853.01855.44
856.21855.92856.01856.18855.60856.23856.28856.42856.36855.57856.42856.34855.58855.88855.90855.38854.91855.32855.06854.15854.34853.94853.06853.31852.90852.51852.39852.94
852.71852.34852.68852.07852.14852.22852.20851.78852.00851.27851.36852.05851.88851.32851.03852.46853.66852.68853.26853.50853.21> o o o> o o ox> o o o> o o o> o o o> o o oxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxE 859.06859.10858.80858.67858.80859.09859.30859.37859.29859.03858.67858.01857.26856.55855.78855.11854.39854.02853.86853.43853.27852.94
852.91852.90852.93853.31853.28853.28853.67854.13854.50855.14855.83856.48857.24857.94858.52859.00859.27859.38859.28859.12858.71
Curb 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
TC=853.53
No Pipes Measured
Curb Inlet
TC=857.93
W: 12"RCP, Inv=853.53
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
8 47
848
84 6
845
8 44
843
842
842841
840 841841842
843
845844 84 6
847848849850
852
853
854
855
8568558548518518 53
853
85 2
853
852
852 853 853852
851
852850 855
85 6
85
4
85385
2
85
1
852 8538548548
5
5
856 8588578 57858 8568
5
8
857856855854854
8
5
3
852
853854
854
855855855
852853854
855
855
850
849
846
84
6
845
846
845844
852
851
850 851
852 85 3 854
855 855855
853
855
12" 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
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
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. 91-030071 JACKSON'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
T.C.=852.29
18" R.C.P. N
INV.=847.86
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
85
6
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
WILLIAMS CREE
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 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 oo o o o o o o o o o o o
6
12
19
15
11
18
17
16
13
14
8
7
5
3
2
1
4
10
9
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
VAR. U.E.
10' S.S.E.
15' S.S.E.
VAR. U.E.
C.O.SPRINGMILL ROAD10' 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)K
E
A
T
O
N
D
R
I
VE
(LO
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)C.O.
TYPE III
TYPE III
TYPE III
C.O.WWW*
*
VAR. T.P.E.VAR. SIGN EASEMENT447 445
444
446
450
452
451
447A
50' 1/2 R/W
50' 1/2 R/W
W W W WWWWWWW*
W W W W W W
W W W W
W W
JGV819
JGV816JGV818
T.C.=856.39
ALLEY B
(PRIVATE)ALLEY C(PRIVATE)ALLEY D
(PRIVATE)3+13854.420+00
854.26
1+00
854.54 2+00854.513+00854.500+50
854.56
1+50
854.24
2+50854.800+00854.181+00854.022+00854.000+50854.321+50853.812+50853.691+62
854.94
0+00
853.97
1+00
854.57
0+50
854.27
1+50
854.87
2+74
854.61
0+00
854.27
1+00
853.67
2+00
854.16
0+50
853.97
1+50
854.23
2+50
854.46
118 L.F. 21" R.C.P. @ 0.29%
165 L.F. 12" R.C.P. @ 0.30%134 L.F. 18" R.C.P. @ 0.22%101 L.F. 21" R.C.P. @ 0.26%124 L.F. 12" R.C.P. @ 0.42%165 L.F. 12" R.C.P. @ 0.30%
111 L.F. 12" R.C.P. @ 0.56%
114 L.F. 12" R.C.P. @ 0.67%
160 L.F. 12" R.C.P. @ 0.30%
15 L.F. 21" R.C.P. @ 0.29%
JGV817
JGV815
T.C.=855.39 WWWWW436
F.F.E. = 856.50
PAD = 855.8
F.F.E. = 856.50
PAD = 855.8
F.F.E. = 857.70
PAD = 857.0
F.F.E. = 857.70
PAD = 857.0
F.F.E. = 856.70
PAD = 856.0 F.F.E. = 856.40
PAD = 855.7
F.F.E. = 855.90
PAD = 855.2
F.F.E. = 855.90
PAD = 855.2
F.F.E. = 855.90
PAD = 855.2
F.F.E. = 855.90
PAD = 855.2
F.F.E. = 855.90
PAD = 855.2
F.F.E. = 855.90
PAD = 855.2
F.F.E. = 856.60
PAD = 855.9
F.F.E. = 856.50
PAD = 855.8
F.F.E. = 856.40
PAD = 855.7 854.48H.P.854.19854.59H.P.854.19854.61H.P.854.70
85
4.
6
9
854.90
854.70 H.P.854.22 854.41H.P.853.77853.61
854.06 854.38 H.P.854.06 854.08856856857857 857
8558538548568558 56
856
855
852852853854
855
852853854855853854856 856857855856857855
855
854
854855855
856
855
855854
855 855855856855854856W
W
855
855
856
856
0+50
854.26
1+50
854.24
2 +50
854.70
3+50
854.10 4+50854.31ALLEY A
(PRIVATE)ALLEY A(PRIVATE)856
856
856 855855856855
T.C.=855.50
JGV820
T.C.=855.65
T.C.=854.90
10' B.L. 10 ' B.L. 10' B.L.10' D.&U.E.1 0' B.L.
10' D .U.&S.S.E.
10' D.U.&S.S.E.
ALLEY E
(PRIVATE)
T.C.=855.72
451A
62 L.F. 12" R.C.P. @ 0.69%
T.C.=856.03
**
*
*
*
*
* **
*
*
*
*
10' B.L.
10' B.L.
10' D.U .&S.S.E .10' D.U.&S.S.E.
10' D.U.&S.S.E.5' WALK5' WALK5' WALK5' WALK5' WALK5' WALK
5' WALK
5' WALK5' WALK5' WALK
5' WALK
5' WALK5' WALK5' WALK 5' WALK5' WALK5' WALK 5' WALK
5' WALK
10' D.&U.E.10' B.L.21' D.&U.E.
30 ' R .D.E.10' B.L.10' B.L.10' B.L.10' B.L.10 ' B .L.
FUT. BLDG.5' L.B.E.5' L.B .E.5' L.B.E.5' L.B.E.5' L.B.E.98 L.F. SWALE @ 1.02%78 L.F. SWALE @ 1.80%85 L.F. SWALE @ 1.02%78 L.F. SWALE @ 1.54%10' ASPHALT PATH
VAR. I.E.E.VAR. I.E.E.VAR. I.E.E.&
D.U.&S.S.E.
VAR. I.E.E.&
D.U.&S.S.E.VAR. D.U.&S.S.E.VAR. D.U.&S.S.E.
VAR. D.U.&S.S.E.
VAR. I.E.E.&
D.U.&S.S.E.
49 L.F. 12" R.C.P. @ 0.69%
851.90
851.84
850.86
850.61
849.63
849.45
464
463
136 L.F. 12" HDPE @ 0.32%
462
126 L.F. 12" HDPE @ 0.37%25 L.F. 12" HDPE @ 1.95%855853854
855852853854855
855 85285385
4855853854856855
855
855
85
6 857855*
*
*8558' WALK
855
8 55
856
856
855
15' S.S.E.
8 54.77 H.P.854.48H.P.H.P.854.64H.P.854.05H.P.854.28 H.P. 856857856857857857856
857 857856856856856 38
*
856
5' WALK
5' WALK5' WALK13' D.U.&S.S.E.
30' D.U. & S.S.E.
JGV814
66
56 59 55 58 57 6261
60
63
64
65
48 C.A. 2-814,549 sq.ft.71 70 69 68 67
54
52
53
51
49
50
C.A. 2-71,995 sq.ft.
37
34
28
36
35
25 24 23 22
33
21
20
32
C.A. 2-1
1,487 sq.ft.
31
C.A. 2-31,235 sq.ft.
C.A. 2-2
1,025 sq.ft.
C.A. 2-6
66,196 sq.ft.
47
C.A. 2-41,407 sq.ft.26 27 29
30
46
45 10' B.L.10' B.L.MLAG=856.0
MFPG=856.0
MLAG=856.0
MFPG=856. 0
MLAG=856.0
MFPG=856.0
MLAG=856.0
MFPG=856.0
MLAG=856.0
MFPG=856.0
MLAG=855.7
MFPG=855.7
MLAG=855.7
MFPG=855.7
MLAG=855.7
MFPG=855.7
MLAG=855.7
MFPG=855.7
MLAG=855.50
MFPG=855. 50
MLAG=855.50
MFPG=855.50
MLAG=855.50
MFPG=855.50
MLAG=855.50
MFPG=855.50
MLAG=855.50
MFPG=855.50
MLAG=855.50
MFPG=855.50
MLAG=855.50
MFPG=855.50
MLAG=855.50
MFPG=855. 50
MLAG=855.50
MFPG=855.50
MLAG=855.50
MFPG=855.50
MLAG=856.0
MFPG=856. 0 MLAG=855.50MFPG=855.50MLAG=855.50MFPG=855.50MLAG=855.50MFPG=855.50MLAG=855.50MFPG=855.50MLAG=855.50MFPG=855.50MLAG=855.50MFPG=855.50WWW> o o o> o o o> o o o> o o o> o o o> o o oVILLAGE CORNER COURT(PRIVATE)C.A. 2-814,549 sq.ft.5' WIDE MULCH
NATURE TRAIL
60' 1/2 R/WC.A. 2-666,196 sq.ft.852853854
39
44
4241 40
43
C.A. 2-5
1,500 sq.ft.C.A. #2-9350 sq.ft.849.79
850.03
60160JGV-R2
AEC BKR CARMEL, CLAY TOWNSHIPHAMILTON COUNTY, INDIANA03/16/22File Name:S:\60160-JGV-R2\DWG\C200 - Site Development Plan.dwg - C200Modified / By: September 28, 2022 11:21:30 AM / RMorrisPlotted / By:September 29, 2022 11:18:20 AM / Raven MorrisJACKSON'S GRANT VILLAGESECTION 2DATE MARKREVISIONSBYCERTIFIED: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 BEREPRESENTED AS A RETRACEMENT ORORIGINAL BOUNDARY SURVEY, A ROUTESURVEY 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
DRAINAGE SUMMARY
OVERALL
Site Acreage=+/-20.89 ac.
Offsite/Upstream Acreage=None
Allowable Release Rate:
10yr = 2.75 c.f.s. 100yr = 5.14 c.f.s.
Post Developed Release Rate:
10 yr = 2.66 c.f.s. 100 yr = 4.76 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 contributing to the system = 20.89 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.
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.
HORIZONTAL DATUM
HORIZONTAL DATUM SHALL BE BASED ON INDIANA STATE
PLANE COORDINATES, NAD83.
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.)C.A. 2-814,549 sq.ft.C.A. 2-814,549 sq.ft.C.A. 2-814,549 sq.ft.
C.A. 2-666,196 sq.ft.
7%
SLOPE
10/17/22