HomeMy WebLinkAboutC300 - Erosion Control-C302WWWVAR. T.P.E.
VAR. SI
G
N E
ASE
ME
NT
447 445
444
446
450
452
451
447A
50' 1/2 R/W
50' 1/2 R/W
W W W
WWWWWWWW 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%
18 L.F. 21" R.C.P. @ 0.26%
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
855853854856855856
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
(PRIVAT
E
)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.10' 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.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%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.
45,425 sq.ft.
49 L.F. 12" R.C.P. @ 0.69%
851.90
851.84
850.86
850.61
849.63
849.45
464
463462
85585385485585285385485585
5
85
2
85
3
85
4855853854856855
855
855
85
6
8
5
7
855855855
855
856
856
85
5
854.77 H.P.854.48H.P.H.P.854.64H.P.854.05H.P.854.28H.P.856857856857857857856
857 857856856856856 856
13' D.U.&S.S.E.
30' D.U. & S.S.E.
JGV814
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)60' 1/2 R/W852853854849.79
850.03
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 858.67857.61857.46857.29857.49858.38857.72856.82856.57855.91856.08856.97856.18855.40855.18854.91855.07855.43855.37854.86854.73854.49853.72853.88854.13853.71TR 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.DYHWV
WV
DYH 854.26854.14854.01854.10854.26854.19854.29853.22853.18854.24854.39854.20854.18854.35854.37854.22854.29854.24854.29853.80853.71853.61853.35853.26853.40853.66853.90853.96854.24854.16854.47854.55855.06855.01856.43856.51857.63857.23P.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.853.32853.17D 853.28853.11853.19852.72852.46852.48852.95852.76852.64D 852.75852.64852.96853.08852.73852.64852.40852.50852.26852.19852.10852.07851.98D 852.28852.15851.96851.91852.10852.13852.35852.34850.44852.38852.09T.P.849.65852.40852.60852.60852.76852.77853.23853.88850.97851.53853.82853.63853.23853.11852.90853.27853.03851.40851.74853.14853.08853.46853.50853.44853.41853.25853.38853.63853.73T.P.853.82854.10T.A.C.DYHWVWV 852.53852.61852.66852.58852.24851.96852.57853.15853.45853.10853.37852.02852.91852.06852.82852.85852.66852.88854.54854.37854.69855.08854.63853.59853.08855.19855.19855.15855.07854.87855.19854.21848.15848.73848.73849.24849.82850.09W WELL HEAD843.05845.25845.28845.38845.76844.83854.38852.68850.02P.W.P.842.16843.44854.80855.27855.66845.44845.38855.96852.22P.W.P.P.W.P.855.48855.41855.44855.39855.39855.42852.50852.50851.49852.15852.55852.04852.79853.40853.13852.80852.91853.01855.44856.21855.92856.01856.18855.60856.23856.28856.42856.36855.57856.42856.34855.58855.88855.90855.38854.91855.32855.06854.15854.34853.94853.06853.31852.90852.39852.94852.71852.34852.68852.07852.14852.22852.20851.78852.00851.27851.36852.05851.88851.32851.03852.46853.66852.68853.26853.50859.06859.10858.80858.67858.80859.09859.30859.37859.29859.03858.67858.01857.26856.55855.78855.11854.39854.02853.86853.43853.27852.94852.91852.90852.93853.31853.28853.28853.67854.13854.50855.14855.83856.48857.24857.94858.52859.00859.27859.38859.28859.12858.71854853852851850849
847
848
846
845
844
843
842
842841
840 841841842
843
845844 846
847848849850
852
853
854
855
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.SFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SFSFSFSFSFSFSFSFSF
SF SF SF SF SF 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. PLANC302
60160JGV-R2
AEC BKR CARMEL, CLAY TOWNSHIPHAMILTON COUNTY, INDIANA03/16/22File Name:S:\60160-JGV-R2\DWG\C300 - Erosion Control.dwg - C302Modified / By:March 15, 2022 7:43:23 PM / ecarsonPlotted / By:September 29, 2022 11:22:09 AM / Raven MorrisJACKSON'S GRANT VILLAGESECTION 2GRAPHIC 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
EXISTING STORM MANAGEMENT AREA 2 SIGNAGE
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.
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