HomeMy WebLinkAboutC100 - Topographical Survey-C100N
S 857.09856.90857.18857.31857.88857.84857.68856.91857.46857.91856.93856.72857.08857.38858.55857.33857.44858.04858.34858.80TR 858.73857.59857.37T.P.857.58857.81859.04858.54858.67859.18857.54857.32857.30857.56859.06858.61858.32858.80TR 858.67857.61857.46857.29857.49858.38857.84857.22857.72856.82856.57855.91856.08856.97856.48855.69856.18855.40855.18854.91855.07855.43854.92855.37854.34854.86854.73854.49853.72853.88854.13853.66853.22853.71TR 853.39853.41853.14852.30852.64853.29852.77852.48853.00852.41852.27852.58852.67T.A.C.EAC
T.A.C.
GV 851.65852.27852.75852.58852.23851.84852.16851.58851.72852.00851.79852.23852.56852.80852.30852.41852.78852.40852.89852.43852.44852.46852.42852.97852.72852.45852.95852.91853.37853.36853.46D 853.19853.42853.32853.21852.70852.45852.88852.80852.95852.70852.61852.25852.32852.78852.32852.30852.23852.24852.65852.16851.90852.40852.24851.74852.05851.60851.68852.10852.01851.68851.57851.82851.49851.51851.72851.68851.70851.65851.63851.89851.93852.27852.21852.46852.46T.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.852.88852.86852.86853.36853.43853.46853.45852.99852.98852.94852.96853.49853.44853.45853.43852.89852.87852.96852.88853.37852.93852.89852.94852.95852.72852.72852.66852.65852.56853.08853.09852.58852.80853.32853.20852.70852.58853.06852.99852.52852.51852.52852.40852.37852.34852.78852.71852.18852.19852.67852.39852.17852.06852.07852.09852.07852.12852.25852.66852.25852.26852.78852.86852.35852.85853.36T.P.
P.W.P.853.46852.95853.42853.96854.30853.75854.34854.85855.45854.99S
DYHWV855.73856.22P.W.P.857.01856.54857.24857.70857.93857.86858.33858.84858.34P.W.P.859.16858.65858.73859.23859.14858.64S858.34858.80858.59858.14P.W.P.857.65858.15DYHWV857.71857.71857.14NN
℄
℄℄
℄
S
856.41856.84857.17857.20857.00856.97857.12855.49854.85854.28854.08853.35852.80852.57851.92851.74852.61851.84851.99852.00851.41851.71852.19852.00851.87851.96851.48850.89850.72850.89851.38851.65854.42854.64855.01855.71855.52856.20852.20852.62852.76853.24853.66854.31855.07856.78856.85856.68856.46856.28856.07855.82856.30855.69855.40855.81856.00856.52857.13857.18856.72854.96854.10853.42852.73852.38852.41852.24851.41851.63851.80852.31852.99853.66854.53856.58857.29857.12856.55855.78855.41855.31855.54855.65855.02855.07855.79856.62857.15857.72857.18854.74853.80852.98852.37851.83851.47851.19851.64851.96852.21852.59853.04853.78854.32857.38858.21857.81856.90855.91855.10854.84854.90854.65854.47854.80855.56856.35857.41857.65856.44854.68854.03853.62853.16852.84852.58852.14852.69852.89853.26853.52853.94854.28852.57853.03854.10854.88854.93854.12854.12852.71852.71852.74852.44853.29852.22851.85852.06852.03851.99851.61850.93850.65850.44850.92853.50853.88852.92851.64852.15853.15853.02852.51852.78853.02852.15851.72851.72851.95851.98852.81853.20853.83852.94852.27851.50851.82851.88852.20851.79852.44852.98852.55852.43852.34NN
℄857.43856.27856.31855.99855.42855.76855.66854.54854.29854.63854.23853.88853.99853.84853.62854.00853.88853.50853.76853.31853.58853.18853.52853.54853.24853.34853.63853.20853.25853.25853.62853.32853.53853.45853.15853.19853.20853.50853.21853.33853.68853.62853.69853.74853.99854.05853.65853.80854.16854.20853.97854.07854.12854.35854.36854.06854.05853.72854.05853.92854.35854.34854.62854.64854.67854.66TV.P.T.P.E.P.E.P.DYHWVDYH 853.22853.18854.35854.37854.22854.29854.24854.29853.80853.71853.61853.35853.26853.40853.66853.90853.96854.24854.16854.47854.55855.06855.01856.43856.51857.63857.23P.W.P.
E.P.
P.W.P.859.08858.72858.37857.89857.43853.45853.45853.86853.86853.78853.78854.30854.30854.33853.90853.83853.49853.42853.76853.87854.21854.16853.79853.72853.35853.26S
853.61853.69854.09854.04853.62853.56853.18853.15853.49853.57854.00854.01853.53853.40853.08853.06853.38853.56854.03S854.04853.52853.41853.05853.11853.47853.59854.07854.12853.65853.50853.16853.21853.57853.71854.16854.22853.73853.66853.28853.36853.71853.80854.30854.33853.84853.72853.40853.49853.80853.92854.36854.28853.86853.80853.47W WATERMANHOLEWV
852.66852.65852.59853.08853.04853.10853.15852.63852.90853.42853.35852.85850.25P.W.P.
P.W.P.852.89852.81852.87853.33853.44852.96852.94853.45853.48852.96852.97853.48853.46853.42853.37852.95852.94852.92852.72853.19852.71852.69852.73852.89852.79852.75852.72852.73852.74853.23853.10852.64852.46852.90852.76852.33852.19852.68852.52852.55852.07851.93852.01852.15852.05852.06852.57852.75852.26852.40852.89853.04852.53852.72853.20853.26852.76852.75852.78852.88852.82GV
853.10852.60852.65853.13852.89852.39852.33852.35852.34852.74852.64852.26852.26852.20852.22852.72852.55852.05851.92852.45D 852.69852.27851.78851.40851.93851.80851.77D 852.21851.75851.25852.09851.88851.96851.30851.83E.T.E 852.46852.06851.55852.18D 852.49852.18852.47851.80852.30852.47851.94852.63852.44852.53852.62852.65852.69852.68852.56852.61M.B.852.54852.44852.49852.23852.44852.39852.62852.57852.67852.45852.32852.45852.54852.84852.22852.71852.74D 853.17852.93852.47853.15852.97T.A.C.TV.P.E.T.
T.A.C.853.17853.19852.88852.53853.07TV.P.853.32852.68853.17D 853.28853.11852.59852.67853.19852.72852.68S852.46852.50852.49852.48852.95852.46852.25852.76852.64852.19D 852.75852.64852.96852.71851.76851.44853.08852.73852.64851.29850.86852.34852.59853.17852.69852.35852.47852.60853.11853.48852.97852.84852.82852.69852.22851.83850.54850.15849.73849.23849.76850.88852.40852.50851.78852.26852.19851.67851.61852.10852.07851.98D 852.28852.15851.96850.27849.89851.91852.10851.72852.13852.35851.84852.34851.89850.44852.38852.09850.06T.P.849.65851.82850.92852.40852.60852.15852.60852.76852.38852.77853.23852.91853.59853.88853.80853.58853.56853.74853.56853.56C.O.
S 850.97851.53853.78853.58853.68853.94853.56853.56853.70853.58853.82853.63853.35852.96853.23853.11852.93852.90853.27853.03851.44852.11851.40851.78851.74M.B.853.14853.08853.46853.50853.44853.41853.25853.38853.63853.73851.96T.P.852.31852.87853.82854.10T.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
T TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS
T T T T T T T T T
T
T
T
T
T
T
T
GAS
GAS GASGASGASGAS GAS GAS
E
E E E E
E
E E
E
E
E
E
E
E EEE E E
EEEEEEE
E
E EEET T T
T
TEE
EEE
EEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEWWWW
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
WOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHETTTTT
T
T
T T T
T
T
TTTT> o o o > o o o
> o o o
> o o o
> o o o
> o o o
> o o o
TTTTTTTTTTTTTTTTTTTTTTGASGASGASGASGASGASGASGASGASGASGASGASGAS> 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 o > o o o > o o o > o o o > o o o
> o o o> o o oOHE OHE OHE 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 T T T
T
T
TT T T T T T T T T T T T T T T T T T
E E E
EEEEW W W W W W W
WW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
Wxx 852.46851.94851.60851.52851.54851.22851.20850.89850.39851.13850.62851.43851.31851.58852.21852.43852.48852.25852.57852.55852.35852.15853.07854.14852.06852.82852.85852.66852.88853.55854.54854.04854.37854.69854.80855.17854.51852.51855.08854.63853.59853.08855.19855.19855.15855.07853.28852.79853.52850.93849.56853.62853.27854.87855.19854.21854.19852.27849.77848.96849.24851.26848.15848.73848.73849.24849.82850.09852.13848.32847.80848.21850.53852.81853.96852.53851.33847.86846.64846.95851.76852.23850.78845.37843.59844.59849.80844.39843.26842.83843.46846.87W WELL HEAD844.38842.57842.19842.38843.46842.68841.78841.78842.04843.91843.05845.25845.28845.38845.76847.22849.81843.28842.67842.27842.59844.69847.62851.39846.95844.53843.49842.10842.02841.94842.42844.83845.77848.83846.86851.15853.44854.38854.32852.68852.96850.02849.99P.W.P.845.82845.23843.70841.89841.69842.09843.72843.92842.99841.32841.36841.56843.43843.82843.62841.46841.13841.22843.03843.48843.01842.51841.81840.90840.67841.19842.69843.27843.24842.22841.32840.54840.22840.62841.54842.89848.87842.65841.64839.97839.67839.63840.30841.33841.44842.16842.77843.44845.36854.80855.27855.66853.88849.82850.30851.48852.72854.64853.46852.51845.44845.38855.96854.45852.58852.22P.W.P.P.W.P.851.38851.05851.24853.22854.27855.98855.48855.10854.93854.36855.54855.41855.44855.56855.39855.39855.42855.92856.07856.08852.51852.50852.50852.50851.49852.15852.55852.04852.79853.40853.13852.80852.91853.01855.44856.21855.92856.01856.18855.60856.23856.28856.42856.36855.57856.42856.34855.58856.10855.95855.67855.88855.90855.38854.91855.32855.06854.91854.54854.15854.34853.94853.06853.31852.90852.46852.51852.39852.94852.71852.04851.50852.34852.68852.07852.14852.22852.20851.17850.76851.78852.00851.27851.36852.05851.88850.84851.32851.03852.46853.66852.68851.87853.26853.50853.21> o o o> o o o> o o o> o o ox> o o o> o o o> o o o> o o o> o o o> o o o> o o oxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxE 859.06859.10858.80858.67858.80858.79858.77859.09859.30858.99859.08859.37859.29858.97858.71859.03858.67858.30857.64858.01857.26856.95856.23856.55855.78855.48854.77855.11854.39854.06853.64854.02853.86853.39853.00853.43853.27852.82852.89852.94852.91852.90852.93852.89852.82853.31853.28852.80852.87853.28853.67853.18853.72854.13854.14854.50855.14854.78855.49855.83856.48856.15856.91857.24857.94857.58858.18858.52859.00858.68858.95859.27859.38859.02858.93859.28859.12858.79858.72858.71Curb 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
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
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
857856855854854
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
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. 91-030071JACKSON'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
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
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 oo o
o
o o o o o o o o o o o o o o o o o oo o oo o oo o oo o oo o oo o oo o oW W W W W W WWWWWWWWWWWWWWW
W
W
W
W
W
WWWWWWWWWWWWWWWWW WSPRINGMILL 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 W W W W W W W
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 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 o o o o o o
WWWWWWWWWWWBIO 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
.
25'
B
.
L
.
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.25' R.D.E.
15' R.D.E.
15' R.D.E.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.VAR. SIGN
EASEMENT WW(PUBLIC - VARIABLE R/W)o o oo o oo o oo o oo o
o
o o o o o o o o o o o o o o o o o oo o oo o oo o oo o oo o oo o oo o oW W W W W W WWWWWWWWWWWWWWW
W
W
W
W
W
WWWWWWWWWWWWWWWWW WSPRINGMILL 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 W W W W W W W
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 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 o o o o o o
WWWWWWWWWWWBIO 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
.
25'
B
.
L
.
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.25' R.D.E.
15' R.D.E.
15' R.D.E.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.VAR. SIGN
EASEMENT WWWILLI
A
M
S
C
R
E
E
K
(PUBLIC - VARIABLE R/W)
EXISTING TOP SOIL
STOCK PILE LOCATION
SFSFSFSFSFSFSFSFSFSFSFSFSFSF 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.TOPOGRAPHICAL SURVEY / DEMO PLANC100
60160JGV-R2
AEC BKR CARMEL, CLAY TOWNSHIPHAMILTON COUNTY, INDIANA03/16/22File Name:S:\60160-JGV-R2\DWG\C100 - Topographical Survey.dwg - C100Modified / By:June 3, 2022 9:14:27 AM / RMorrisPlotted / By:September 29, 2022 11:17:02 AM / Raven MorrisJACKSON'S GRANT VILLAGESECTION 2LEGEND
CONTOUR
SWALE
LAKE NORMAL POOL ELEVATION
SANITARY SEWER (w/LATERAL)
STORMSEWER
FORCE MAIN
WATERLINE
GASLINE
FENCELINE
TREELINE
LIGHTPOLE
FIRE HYDRANT
WATER VALVE
WATER METER
CLEANOUT
TELEPHONE PEDESTAL
CABLE TV PEDESTAL
ELECTRIC TRANSFORMER
CONTROL POINT
DENOTES FEATURES TO BE REMOVED
DENOTES SNOW FENCE TO BE INSTALLED FOR
TREE PROTECTION
CONSTRUCTION LIMITS
GRAPHIC SCALE
( IN FEET )
1" = 50 FT
INSTITUTIONAL
PUD
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
NOTES
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.
CONTRACTOR SHALL VERIFY DEPTHS OF ALL EXISTING ONSITE
UTILITIES PRIOR TO CONSTRUCTION TO CONFIRM THERE IS NOT ANY
CONFLICTS WITH OTHER UTILITIES, STORM SEWERS OR STREETS.
CONFLICTS AFTER CONSTRUCTION BEGINS ARE SOLELY THE
CONTRACTOR'S RESPONSIBILITY.
STORM WATER CONTROLS SHOWN ON THE INITIAL SWPPP (C300)
SHOULD BE INSTALLED AS SOON AS PRACTICAL.
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.
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)
HORIZONTAL DATUM
HORIZONTAL DATUM SHALL BE BASED ON INDIANA STATE
PLANE COORDINATES, NAD83.
RESIDENTIAL
EX. SAN. LATS (TYP.)
EX. SAN. LATS (TYP.)
EX. WAT. LATS (TYP.)
EX. WAT. LATS (TYP.)
EX. SAN. LATS (TYP.)
EX. FUT.
SAN. LAT
EX. FUT.
SAN. LAT