HomeMy WebLinkAboutC100 Topographical Survey-C100SFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF
SF
SFS
F
SFSFSFEXISTING SAND TRAP
TO BE FILLED IN
WITH 'B' BORROW850.82851.11851.19851.40 852.52852.92852.69852.64851.88 850.44 848.98847.97 847.27 846.32 845.88845.36845.15 845.08844.86844.77844.88 843.99 843.94844.28 844.09844.40844.56845.12845.61846.65848.32850.01 850.97 853.41 853.36 853.78855.10 855.12855.24853.20850.96 850.88850.81851.40851.04 850.65850.81852.46855.91854.71854.69 855.21853.68853.64 852.85 851.92850.41 848.46 847.00846.04845.74845.83 844.84843.72 843.64843.48 843.413.65 843.19 843.37 843.86 843.85 845.28845.88846.57 846.34847.22848.71 850.51852.52854.30855.37854.82853.94 852.73851.38850.64 850.78852.40 852.46852.83851.92850.17 850.37 856.54 856.40856.67 857.14855.44854.64853.50851.78 849.48 848.24 847.38846.93 846.80 845.51 844.06 843.44 844.01 843.36 843.66843.47843.15 851.99853.73854.45 855.45855.45 853.94852.76851.28850.38849.77851.51852.60851.71850.62849.30849.34 850.92 851.84 851.93853.36 853.61 853.78852.45853.03853.27851.22 845.74 845.75 845.74847.56 847.38846.30844.99 844.74845.89844.44 846.48844.46845.43 845.99849.39850.37 847.91849.23849.14849.63 849.33851.28849.12849.62 849.33 848.68848.50847.87848.32848.71850.38851.27850.06848.69849.07849.82850.15851.54851.81 851.58851.59850.14851.10850.41851.08849.54845.02 846.83 847.28847.39847.44 845.46 845.80845.80846.08 846.44845.87845.28 845.59 844.64845.85845.15844.74 844.64843.61844.20843.18845.28844.38846.05846.91 845.96846.68847.26846.94847.38846.58845.78845.86845.85845.23847.12 846.83847.46847.17847.64846.80 846.40846.08 844.19 844.03 843.78846.08845.19847.03845.57 847.14845.31847.46846.21845.25847.10847.89847.82846.55846.66846.23845.66845.12 845.25845.67 844.94846.08846.24847.11847.50845.58845.51845.81 845.30845.69845.93845.94 845.89846.51844.75844.67845.53845.57845.48845.72 845.56845.16844.72844.66 844.54844.64845.05 844.72844.77844.03844.09844.04 844.96845.08843.81843.35843.22844.93845.04843.04844.05844.24845.07843.58844.22843.75843.38842.96843.14843.70842.89843.82842.95844.15844.24 844.20844.68844.20847.47843.62844.01 843.11843.20 842.69843.47844.18 845.76844.92844.39844.66 844.62845.36845.76846.94847.23845.88 846.07842.76842.72842.91958
840.22
STI 10"CMP850.28854.06854.36854.48854.68854.69856.14855.70 856.29857.08856.82854.37 852.63852.00851.64852.26853.60853.22854.66853.90852.78851.98851.96851.14856.23 850.62851.22852.35856.64853.26853.86856.80 854.18 855.78856.99855.55854.41 852.25854.25 854.96852.01852.73853.09855.03855.04855.50 854.67852.82 854.44853.95851.72853.93 854.42 842.38 846.68844.03844.93844.66 845.07845.16846.75845.01844.831392
839.39
STI 15"RCP_B
1402
841.64
STI 15"RCP_E 844.35 844.47 844.64844.89844.92844.191455
838.42
STI 15"RCP_B
1456
839.32
STI 15"RCP_E
848.59849.53SA3 N RI
M
B11708
844.67
A3_B
1709
844.71
A3
1712
844.70
A3
1717
844.22
A3
1722
844.50
A3
1725
844.43
A3
T.P.
1739
844.38
A3
1743
844.07
A3
1744
843.54
A3TV.P.
1762
844.65
A3
T.P.
1781
844.65
A31_B
1782
844.87
A31_E
1793
844.68
A3
T.P.1798
844.85
A3
1804
844.89
A3
1805
844.98
A3_ESA3 N RIMB1844.91844.48 845.20B1B1
843.84843.95843.66843.36843.42843.44 844.471849
843.42
A3_B
1850
843.49
A3
1851
843.86
A3
1852
844.45
A3_E
B1_BB1
B1
B1_CLSB1_B B1 844.15843.90 843.89843.92843.87 843.96843.54843.53843.25843.18843.10843.05843.14 843.48844.08844.23 845.40845.76844.56 844.72844.54845.26844.52843.52843.44842.82842.89842.89 843.61843.40843.62 843.00843.31843.47 843.63843.92844.12844.16844.02843.86843.92843.87 844.21843.88843.53843.50843.36 843.33 843.38843.72 843.62 843.49844.03844.20 844.24844.04844.06844.2084 4.36844.39844.34844.26844.65 844.63843.93844.20844.06 843.88843.85844.00843.93844.00843.90843.96843.88 843.762015
845.28
A3_B
2016
845.52
A3
2017
845.70
A3
2018
845.41
A3
2019
845.82
A3
2020
845.88
A3
2021
845.65
A3_E
T.P.
T.P.SA3 N RIMTV.P.
2072
845.66
A3_B
2073
845.82
A3
2085
846.01
A32090
845.91
A32095
845.88
A3C.O.SA4B1 B1845.84845.27B1B1
B1_BB 1B1
B1
845.83845.80845.52845.29844.77844.31844.21844.07 844.06844.25 844.45844.59845.66845.44845.58845.56845.63845.46846.26845.69844.76844.46844.03844.11844.02843.87843.93844.19 844.18844.60844.68844.70844.70844.81844.95844.99 845.10844.98844.87844.86B1_
B B1B1B1_CLS845.59843.29843.39843.8844.68844.40843 .99844.19844.42844.63 844.94844.94845.04845.43845.71846.02845.74845.82845.8884 6.27846.14846.56847.59847.64846.59846.17846.38 846.16845.69845.68845.67845.14B1845.56845.5945.67845.76 845.89MM846.11846.24846.22846.32846.52846.60MM846.62846.74846.77846.71B1B1
846.71 846 .66846.61846.61846.75846.50846.31MM 845.94846.13845.56845.87845.36 845.57MM845.21845.22845.28845.03B1 844.98845.69TV.P.845.82845.23TV.P.846.12845.32846.34845.45847.10846.04846.82847.76 848.15848.80850.02849.18 850.35850.09852.23850.62 850.88851.53851.07852.82851.54851.57851.68851.60851.67851.71851.69SA3 N RIM851.32851.37 852.53852.28851.60851.62 852.23852.42852.47852.59 852.72852.92 852.95853.06B1B1B1B1_CLSB 1B1853.41853.42853.25853.26852.84 853.12 852.52852.50852.07851.88851.53851.70B1 R
O
U
GH 844.16843.30843.38843.16843.33843.24843.62843.59843.38842.56843.39843.56843.38842.75 842.78843.25843.73843.20843.1684843.18843.52842.39842.75843.84843.85843.4084 3.43843.90843.99843.90843.83843.51843.84848843.6843.3138
845.67
STI 12"RCP MES_B
845.94
STI 12"RCP MES_E
3179
846.68
STI 15"CMP_B
3196
847.28
STI 15"CMP_E
3201
847.71
STI 12"RCP_B
3202
847.94
STI 12"RCP_E
3230
848.62
STI 12"RCP MES_B
3231
849.08
STI 12"RCP MES_E
3265
850.26
STI 12"RCP MES_B
AR
R
O
W
A
E
D
R
I
V
E
Golfview DriveBURIED PIPE
AP
ART
M
E
N
T
BUI
LDI
NG
APA
R
T
M
E
N
T
BUI
LDING
A
P
A
R
T
M
E
N
T
B
UI
L
D
IN
GGARAGES
GAR
A
GE SG
A
R
A
G
E
S
APARTMENT BUILDINGAPARTMENT BUILDING 6' ASPHALT
PATH
6' ASPHALT
PATH
4' CONCRETE
WALK
SAND
TRAPS
SAND
TRAPS
SAND
TRAP
SAND
TRAP
SAND
TRAPS855853854853853
8
5
2 85185 2 852
8508508508498488478
4
6
8
4
5
8
4
4
851 85185285285384 7 847847
848843
845
845
8 46
84
6 847847
84
6
845
846845
8 46845846
847845
84
5 APARTMENT BUILDING853.15 854.17854.04853.94853.38 853.84 854.27853.92853.47853.04853.52853.64853.69851.40T.P.850.62853.48853.39 853.38852.85853.18853.62853.61853.16852.65853.18853.26853.32851.12852.56 853.55853.48853.23852.77853.20853.73853.55853.04852.76853.26853.41853.52852.76852.55853.21853.06853.04852.52852.88853.37852.84852.39852.53852.01852.60 852.76852.25 852.14851.92851.76851.72851.22851.65852.11851.97851.48 851.17851.73851.58851.78851.36851.73851.32 851 .51 85 2.14851.29851.58 851.93851.54851.41852.70 852.534099
852.63
TR3 850.61852.60 852.10T.P.
4105
852.47
TR3
851.26851.7285 1.82851.86849.65848.44851.52850.88850.59850.85 850.72850.91851.17850.81850.62850.84850.56850.79851 .10850.82850.79850.56851.08850.54849.99849.90849.89849.90849.92850.01 850.38850.36849.89849.938 50.58850.86850.42 850.53850.52850.83850.77850.94851.36851.74851.31851.39851.39851.77 851.94851.47851.66851.99851.68851.58851.90851.70851.23851.05851.11 852.00851.53 851.66851.68851. 84852.408 51.86852.12852.56852.60 852.60852.20852.23852.23852.61852.68 852.63852.63852.25852.26852.24852.14852.63852.19852.16852.17852.49852.06851.81852.33852.25851.74 852.12851.67 851.84 852.18852.75852.73853.09853.10 853.25853.30853.75853.74 853.66853.18853. 06852.74852.40852.77852.87853.38853.01852.54852.41852.09 851 .7 5 852.09852.19852.66852.41851.92 851.8385 1.46 851.36851.66851.90 852.46852.29851.83851.83851.49 851.57851.91 851.99852.47852.80 852.30852.18851.87852 .20852.57852.61853.14853.46852.93852.81852.51852.67853.02852.99853.51851.53852852.4308
852.61
TR3852.36852.51852.49851.95852.39 852.00851.94851.9885 1.97852.03851.96851.93851. 851.59851 .49851.52851.51851.39851.87851.38851.33851.88851.68851.56851.59851.851.80851.89 852.44852.851.94852.26852.75853.28 852.76851.96852.852.852.852.10852.852852852.852.06852.852.852.76853.26852.76852.853.27853.07853.60852852.82853.26852.878528852.88852852.90853.03853.10853.59853.39852.4397
853.27
TR3853853852.853.02853.62853.77 853.30852.80853.44852.98853.00853.01853853.12853.26853853.00853.13853.29853.28853.17853.853.853853853.42853 853853.45853.60853.66854.09854.24 853. 78 853.853.42852.852.0852.03851.56851.63851.57 851.851.851.8585851851.851.28850.86851.33 851.36851.34529
850.83
TR3850.17850.63850.67850.58849.99849.85 849.75849.60849.54849.63849.47849.33849.12849.29848.78848.80848.26848.24849.18849.09849.01848.89 848.58848.20848.26848.13848.00848.50848.57848.52846.60847.14847.11847.25846.15846.1845.6844.79845.27845.33845.11845.14844.6845.19844.844845 .1844.844.58845.09845.00845.50846.19845.74846.92847.48848.45 848.93850.37849.83850.43850.21850.26850.39850.89850.40850.81 850.81 850.89851.19851.21851.31851.29850.92850.90850.91850.83851.30 851.28851.28 850.99850.52850.19850.33850.31850.38850.21850.12850.08850.39 849.94848.56849.06847.62847.11845.96846.41845.48845.01844.64845.15844.21844.72844.80844.73843.74844.88845.25845.22 845.13844.62845.46845.95846.08 846.07 845.29 847.18847.70847.79847.78846.24846.06849.22 849.27849.24848.67T.P.849.65850.1484 9.86 849.91849.99850.7185 0.204701
850.82
TR3850.00850.22850.08849.85850.20 850.47850.97 851.45851.27 851.41 851.85851.85851.92851.88 M 845.61845.30 851.27851.014725
851.36
TR3
T.P.
4727
851.32
TR3850.88851.38851.09850.62850.60850.61850.76 850.59 850.33850.338 50.45850.13850.66849.73850.24850.12850.30R40R20
X3
R2 4R3 0 R18 R30R20R24 R24R24X2 R36 R12X2 R4 8R24_PINER18_PINER8 X5_
M
A
PLE
R6 R8X4 R6X6 R6X2R8R8X2R8X2R6C LUSTE
R
R6C LUSTE
R
R244784
852.47
A3_B
4790
852.13
A3
4791
851.59
A3
4792
852.37
A3
4793
852.99
A3
4794
853.19
A3
4795
852.34
A3
4796
852.04
A3
4797
851.39
A3 4798
851.54
A3
4799
850.83
A3
4800
849.56
A3
4801
848.91
A3
4802
850.19
A3
4803
849.77
A3
4804
849.28
A3
4805
844.97
A3
4806
844.02
A3
4807
845.64
A3
4808
846.53
A3
4809
846.56
A3
4810
845.80
A3
4811
844.68
A3
4812
843.79
A3_E
845.24 846.25845.81844.62844.54844.16844.18844.14844.37 844.27844.60E X 1 6 " MA IN
EX 8"MAINMOHAWK WB LLC
MOHAWK WB LLC
MOHAWK WB LLC
*
*
*
*
*
*
* *
* *
**
**
12"x8"
TEE
8" TEE8" TEE
TEMP. HYDRANT
8" VALVE
8" VALVE
8" VALVE
8" VALVE
TEMP. HYDRANT
TEMP. HYDRANT
8" VALVE
8" VALVE 12" D.I.8"
D
.
I.8" D.I.8" D.I.8" D.I.
HYDRANT
HYDRANT
HYDRANT
HYDRANT
8" VALVE
East City Center Drive
Kinzer AvenueEast Auman DriveEX. 10' ASPHALT PATH
EX. 10' ASPHALT PATHEX. 5' SIDEWALKEX. 10' BIKE LANEEX. 5' SIDEWALKEX. 10' BIKE LANEEX. 5' SIDEWALKEX. 10' BIKE LANEEast City Center Drive
64
65
67
68
69
Lot 90
70
71
72
73
74
75
76
EX. 4' MH #807
T.C.=849.59
8" S.D.R. 35 P.V.C S
INV.=841.92
EX. 4' MH #810
T.C.=845.42
8" S.D.R. 35 P.V.C SE
INV.=837.87
EX. 4' MH #806
T.C.=844.42
8" S.D.R. 35 P.V.C N
INV.=836.88
8" S.D.R. 26 P.V.C S
INV.=835.25
8" S.D.R. 35 P.V.C E
INV.=836.88
EX. YARD INLET #38
T.C.=843.66
15" R.C.P. W
INV.=839.39
15" R.C.P. E
INV.=839.32
EX. CURB INLET #40
T.C.=842.38
15" R.C.P. W
INV.=838.75
EX. MANHOLE #414A
T.C.=850.92
15" R.C.P. S
INV.=844.19
12" R.C.P. N
INV.=844.29
12" R.C.P. W
INV.=845.64
EX. CURB INLET #418
T.C.=851.00
12" R.C.P. S
INV.=846.81
EX. CURB INLET #417
T.C.=851.23
12" R.C.P. N
INV.=846.49
12" R.C.P. E
INV.=846.39
EX. CURB INLET #420
T.C.=849.53
12" R.C.P. E
INV.=845.56
EX. CURB INLET #419
T.C.=849.71
12" R.C.P. W
INV.=845.34
12" R.C.P. S
INV.=845.24
EX. CURB INLET #459
T.C.=849.02
12" R.C.P. SW
INV.=845.10
EX. MANHOLE #414
T.C.=848.72
15" R.C.P. N
INV.=843.50
15" R.C.P. S
INV.=843.40
12" R.C.P. W
INV.=843.80
EX. CURB INLET #416
T.C.=848.58
12" R.C.P. E
INV.=844.48
EX. CURB INLET #415
T.C.=848.63
12" R.C.P. W
INV.=844.00
12" R.C.P. E
INV.=843.90
EX. CURB INLET #458
T.C.=848.32
12" R.C.P. NE
INV.=844.35
12" R.C.P. W
INV.=844.25
EX. CURB INLET #456
T.C.=847.87
12" R.C.P. E
INV.=843.11
24" R.C.P. S
INV.=841.34
24" R.C.P. N
INV.=841.44
EX. CURB INLET #457
T.C.=847.83
24" R.C.P. S
INV.=841.97
EX. CURB INLET #426
T.C.=845.78
15" R.C.P. E
INV.=840.46
18" R.C.P. SE
INV.=840.36
EX. CURB INLET #413
T.C.=845.74
15" R.C.P. N
INV.=840.90
15" R.C.P. W
INV.=840.80
EX. MANHOLE #453
T.C.=844.67
24" R.C.P. N
INV.=839.80
27" R.C.P. S
INV.=839.70
12" R.C.P. E
INV.=839.80
EX. CURB INLET #454
T.C.=844.89
12" R.C.P. W
INV.=840.38
EX. YARD INLET #435A
T.C.=843.96
36" R.C.P. E
INV.=838.49
27" R.C.P. N
INV.=838.49
EX. CURB INLET #445
T.C.=843.85
15" R.C.P. N
INV.=838.65
15" R.C.P. SW
INV.=838.75
EX. CURB INLET #444
T.C.=843.61
12" R.C.P. N
INV.=840.33
EX. CURB INLET #468
T.C.=843.48
15" R.C.P. S
INV.=838.96
15" R.C.P. NE
INV.=838.86
EX. CURB INLET #431B
T.C.=842.75
15" R.C.P. NE
INV.=838.15
12" R.C.P. W
INV.=838.25
DO NOT REMOVE THIS TREE
ALONG CITY CENTER DRIVE
TPTP TPTREE PROTECTION FENCE
EXISTING SAND TRAPS
TO BE FILLED IN
WITH 'B' BORROW
EXISTING SAND TRAP
TO BE FILLED IN
WITH 'B' BORROW
EXISTING SAND TRAP
TO BE FILLED IN
WITH 'B' BORROW
TREE CLEARING
EX. SILT FENCE TO BE
REMOVED AROUND
TREE CLEARING
TEMP. SOIL
STOCKPILE
SF SFSF SFSFSFSFSF SF SF SF SFSFSF SFSFSFSFSFSF SFSFSF
SFSF SF SFSF SFSF SF SF SF SF SF
S
F
S
F
SFSF SF SF SFSFSFSFSFSFSF SFSFSFSF SFSF SF SF SF
SF
SFS
F
SFSFSFEARTHWORK CONTRACTOR
SHALL INSTALL 20' x 150'
MIN. STONE ACCESS DRIVE
PRIOR TO CONSTRUCTION
POSTING SIGN
LOCATION
CONCRETE
WASHOUT AREA
CONSTRUCTION
DUMPSTER
FUEL OIL TANK
(DOUBLE WALL)
PORT-O-LET
BENCHMARKS:
HAM G23
I.S.H.C. DISC AT NORTHWEST CORNER OF 131ST
OVER COOL CREEK.
PER DNR ON NGVD 29
ELEVATION=794.87
833.26
G CHK
15
833.86
G CHK833.911280
836.17
STI 12"RCP_E 834829.96830.00830.19830.49831.368 31.47831.45831.49831.52 831.598 31.62 831.60831.77 831.63831.34831.01830.59830.28830.12830.25830.46830.89831.10831.9683831.830.72830.60830.68830.55STI_8PVC
832.08 832.38832.45832.16832.09831.43832.76833.80834.26833.49832.25833.47833.04831.00SA3 N RIM831.07832.92833.96 833.44SA3 N
RI
M
832.24832.10833.66837.74SA3 N RIM833.78 832.61831.90831.09B1T.P. 831.94831.43833.45835.23838.69839.50840.21836.34 833.77831.98831.16830.65832.01832.24830.95831.60SA3 N
RI
M
833.20 835.20837.77839.26 839.52839.82840.65B1
B 1 840.38839.19839.05839.63839.81840.41840.37841.11841.15841.19841.20840.76840.74840.57 840.53840.52840.12840.01841.47839.98839.38839.23840.20839.96840.18840.11 841.13 840.44839.68839.80 3719
839.66
A3
3724
840.71
840.66840.71841.41841.52841.11840.65840.76841.63841.80840.48841.20841.18840.43840.30839.72839.78 838.53838.49 836.49836.75835.65835.36 834.60834.98834.24833.96833.19 833.12833.08833.06833.12833.26833.36833.65833.84833.48833.29833.14835.30 835.004911
830.68
STI_8PVC
T.P.B1 B1 833.02832.89832.52832.84833.20833.22SA3 N RI
M832.18831.044927
829.72
STI_8PVC830.85831.42832.16832.42832.38832.56832.59832.27 SA3 N RI
M
B1C.O.SA4833.49B1833.45833.41B1833.25C.O.SA4T.P.833.52B1833.37833.44B1 833.57C.O. SA4
B1
TV.P.832.04 831.92831 .99832.07B1831.88832.43R4R18
TV.P.SA3 N RIMR18
831.96R18 R12R1 2831.64831.23R4R4R4832.75 R4835.37833.32833.87834.03832.97 834.51837.27838.06837.60835.33834.83838.88 840.03836.98834.13833.92835.66833.50832.39832.16 832.18832.51 832.59833.48 832.96 835.16835.89834.76833.55833.00833.05833.57835.28837.13839.69838.52 841.41835.93838.18 842.09840.16839.68839.46838.21836.87 835.82835.39834.83 834.82836.17 838.58 836.63836.91836.90838.70839.08838.35R20
X3
837.388 37.08 837.35 838.42839.77840.53843.37844.65840.96843.22 841.32840.75839.28840.26 841.20842.02 T.P.842.31 842.50842.79842.22842.34 840.37 839.24838.82839.03839.16839.08839.15840.36840.24 840.85840.85 R 4 841.11841.21842.06843.17842.81 842.74842.26 841.72842.51 843.84843.17841.89841.53R4841.92B1B1842.10C.O. SA4 843.69B1843.53843.65843.44843.42 C.O. SA4
T.P.841.97T.P.842.17842.35842.04C.O.SA4R4841.80 842.64843.38843.36843.40842.91 842.92842.65842.74841.90842.34EX. STORM INLET
TC=805.60'
INV.=803.40' E
EX. SANITARY
MANHOLE
TC=834.32'
8" CLAY
INV.=829.72' N
6" CLAY
INV.=829.72' E
EX. SANITARY
MANHOLE
TC=832.61'
8" CLAY
INV.=829.30' N
INV.=829.30' S
6" CLAY
INV.=829.30' E
EX. SANITARY
MANHOLE
TC=833.15'
8" CLAY
INV.=828.66' N
INV.=828.66' S
EX. SANITARY
MANHOLE
TC=831.85'
10" CLAY
INV.=827.71' N
8" CLAY
INV.=827.71' S
EX. SANITARY
MANHOLE
TC=839.22'
10" CLAY
INV.=833.32' SW
INV.=833.32' N
6" CLAY
INV.=834.52' S
842MOHAWK WB LLC
GOLFVIEW DRIVE
SAND
TRAPS
Golfvi ew Dri ve Kinzer AvenueEX. SANITARY
MANHOLE
TC=833.41'
8" CLAY
INV.=826.41' S
10" CLAY
INV.=826.29' W
INV.=825.96' N
INV.= 824.24' E
EX. SANITARY
MANHOLE
TC=832.53'
10/12" CLAY
INV.=823.92' W
10/12" CLAY
INV.=821.69' S
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EX. SANITARY
MANHOLE
TC=829.32'
INV.=821.27' NW
INV.=821.62' SW
INV.=821.27' E
APARTMENT BUILDINGEX. CURB INLET #44
T.C.=838.52
12" R.C.P. NE
INV.=836.17
EX. CURB INLET #461A
T.C.=838.42
12" R.C.P. NE
INV.=833.80
EX. END SECTION
21" R.C.P. SE
INV.=832.76
SA3 N RIMSF SFSFSFSF SFSFSFSFSFSF SFSF SF SFSFSFSFSFDATE MARK REVISIONS BYCERTIFIED: S & A JOB NO.
SHEET NO.
DRAWN BY: CHECKED BY:THIS DRAWING IS NOT INTENDED TO BEREPRESENTED AS A RETRACEMENT ORORIGINAL BOUNDARY SURVEY, A ROUTESURVEY OR A SURVEYOR LOCATIONREPORT.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: 317.849.5942TOPOGRAPHICAL SURVEY & DEMOLTION PLANC100
LEGEND
CONTOUR
FLOW LINE
FENCE LINE
SANITARY SEWER
STORM SEWER
WATER LINE
WATER VALVE
FIRE HYDRANT
TELEPHONE LINE
TELEPHONE PEDESTAL
POWER POLE
ELECTRICAL PEDESTAL
TELEVISION PEDESTAL
TREE LINE
TREE
CONSTRUCTION LIMITS
870
> o o o
TP
S
W
WV
DYH
T
T.P.
P.W.P.
E.P.
TV.P.
1" = 60 FT
VEGETATIVE COVER
EXISTING SITE CONSIST MOSTLY OF
GRASS AND WEEDS ON THE SITE.
LAND USE ADJACENT PROPERTIES
NORTH: GRASS/WEEDS
EAST: RESIDENTIAL
SOUTH: RESIDENTIAL
WEST: RESIDENTIAL
TO CONVERT THE 1929 BENCHMARK TO NAVD88, SUBTRACT 0.43 FEET FROM ALL
ELEVATIONS. NGVD29 - 0.43' = NAVD88"
CONTACT: CARMEL UTILITIES
(317) 571-2648
FOR WATER & SANITARY SEWER LOCATES
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.
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.
65840BKM-Sec 2-3-4SECTIONS 2, 3, & 4ADG JSL CLAY TOWNSHIP HAMILTON COUNTY, INDIANA03/20/2019DP
I
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S
G
E
E
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TS R
P
RTE WLE
D EHVADI R
J .ADNINAI EEG NIRENOILA NSFEPROSTATE OF
S
File Name: S:\65840BKM-S3\DWG\C100 Topographical Survey.dwg - C100Modified / By: September 24, 2020 8:56:54 AM / aguyonPlotted / By: October 6, 2020 8:52:02 AM / Andre GuyonGRAMERCY WESTREVISED PER TAC COMMENTS ADG05/08/19 REVISED PER TAC COMMENTS ADG09/27/19 REVISED PER CLIENT COMMENTS DSM10/16/19 REVISED PER CITY OF CARMEL COMMENTS DSM12/12/19 REVISED PER CITY OF CARMEL COMMENTS DSM12/30/19 REVISED PER CLIENT COMMENTS DSM01/13/20 REVISED SWALE PER CARMEL COMMENTS DSM04/16/20 RAISED SITE 0.80 FT FOR DIRT BALANCE ADG09/24/20 DEMO AREA
(ITEMS TO BE REMOVED)
HORIZONTAL DATUM SHALL BE BASED ON INDIANA STATE PLANE COORDINATES,
NAD83.
HORIZONTAL CONTROL/COORDINATE:
℄ MONUMENT N: 171521.44 E: 204297.13
E 116th STREET & 1590'± West of N KEYSTONE AVENUE
℄ MONUMENT N: 1715219.42 E: 199112.25
E 116th STREET & S RANGE LINE ROAD
℄ MONUMENT N: 1720538.33 E: 199062.03
S RANGE LINE ROAD & 190'± North of E 126th STREET
Denotes Silt Fence
Temporary "Coconut Fiber Mat" or
Below Grade " Drop Inlet Protection Basket"
SF SF SF
á NOTE
EXISTING DRAINAGE INFRASTRUCTURE INFORMATION IS
LABELED BASED OFF OF DESIGNED ELEVATIONS AND SIZES.
PLEASE REFER TO ASBUILT INFORMATION FROM PREVIOUS
SECTION 1 WHEN AVAILABLE PRIOR TO CONSTRUCTION OF
PROPOSED FACILITIES WITHIN THIS SET OF PLANS. ASBUILTS
NOT AVAILABLE AT TIME THESE PLANS WERE COMPLETED.
12/04/20