HomeMy WebLinkAboutC100 Topographical Survey-C101BENCHMARKS:
HAM G23
I.S.H.C. DISC AT NORTHWEST CORNER OF 131ST
OVER COOL CREEK.
PER DNR ON NGVD 29
ELEVATION=794.87// // // // // // // // // // // //// // //13
833.65
G CHK
14
833.26
G CHK
15
833.86
G CHK833.91833.26 833.68844.77844.88844.75844.89844.90 845.22 845.75 846.01846.57846.56846.71845.59844.49843.88843.99843.94844.28843.64843.48843.41843.88 844.74846.44847.68847.92847.55851.78851.74852.09850.68 849.85 848.21846.89845.38843.75843.65843.19843.37843.66843.47844.23845.83847.59847.60849.74850.01850.47852.66852.52 851.00849.22848.28846.85844.48843.15847.05848.51851.58 850.11850.27849.23 848.59848.08847.42848.13846.28846.62847.79847.50846.43845.35844.66843.31845.62847.21847.32846.22846.28851.15852.06850.78850.50845.38845.44846.80846.94844.04843.20843.39 843.95844.09844.82844.79844.78842.54844.64842.72 843.49 842.67842.26841.92841.83 841.11840.87841.37841.96841.93841.62 841.23840.38840.17842.99 842.82842.69842.62 843.38843.99840.40840.03 839.48842.31843.04 842.76842.72958
840.22
STI 10"CMP
1247
830.90
STI 36" CMP_B
1248
830.70
STI 36" CMP_E1279
835.49
STI 12"RCP_B
1280
836.17
STI 12"RCP_E842.841318
835.59
STI 12" PVC
1866
834.50
STI 18"? RCP DEBRIS/ICE
846.30T.P.
TV.P.B1849.66849.84849.14849.21849.24848.95848.52 1885
841.91
STI 15"RCP
1886
842.02
STI 12"RCP B1849.55849.48849.35848.81847.56847.43847.42 847.96848.08 847.71846.98845.14843.88844.48844.47 843.65843.81 844.51844.52844.57844.63844.24844.62844.00843.74843.96843.21 844.29844.30844.25844.12843.86843.45843.37SA3 N RIM 844.06844.19844.51844.69844.62844.83844.43837.14837.01837.00837.01837.34837.2683 7.44837.45837.48837.55837.57837.70837.84837.98837.9883 8.02838.15839.94839.81840.78840.81841.15841.05B1MM
841.38841.41843.07843.19844.95845.14M 845.42845.31 845.07844.98845.02844.96842.21842.13843.66843.61844.79844.69844.89844.89844.84844.42844.63842.50842.49842.58842.60840.41840.34839.97839.85839.35839.62839.34844.14844.97844.68843.96844.25844.93 849.30B1B1843.80843.86844.31844.39844.45844.29845.25845.19845.56845.59845.67845.76845.89MM846.11846.24846.22846.322544
839.75
STI 15"RCP
846.96 845.96845.08844.87845.76845.83845.20845.82845.23TV.P.Golfview DriveAPARTMENT BUILDINGAPARTMENT BUILDINGELECTRIC
BOX
APARTMENT BUILDING
848
84985085185184784884
3
842
846847847
847847
84784784784884884884884984984
9 8498
3
5
8
3
1
8
3
2
8
3
3
8
3
4
8
3
6
8
3
7
8
3
8
8
3
9
8
2
5
8
3
0
8248
2
6
8
2
7
82
8
82
9
8
3
1
8228
2
3
836840838835834840847 847
849 849
830.798832.90830.06831.33 831.76834.13836.09 835.39837.93842.20842.68B1837.40834.42836.25833.41837.74 SA3 N RIM833.78835.23838.69839.50840.21836.34835.20837.77 839.26839.52839.82840.65B1B1840.38 839.19839.05839.63839.81 840.41840.37841.11841.15841.19841.20840.76840.74840.57840.53840.52840.12840.01844.09843.83843.81843.86843.78843.80843.96843.96843.89844.30844.32844.36845.99846.00T.P.845.46844.70844.59 844.54844.61 B1B1844.17844.16843.83 843.79843.79 843.72843.09 SA3 N RIM842.34841.73841.47840.28840.29840.66839.98 839.38839.23840.20840.48840.43839.96 840.18840.11841.13 840.44839.68839.803710
836.96
A3_B
3719
839.66
A3
3724
840.71
A3
840.66840.71841.41841.52841.11 840.65840.76841.63841.80842.78842.67 842.24842.68843.06 842.93 843.24843.13843.73843.66843.17843.38 843.44 SA3 N RIM842.86842.89843.12843.37 843.62844.02844.49844.40844.20 844.24844.46844.50844.56844.56844.64845.42845.46844.64844.68 844.60844.51843.88843.77843.79843.95844.29844.29844.26842.48843.16843.06841.95841.93 841.24840.43840.42841.59 844.51845.70843.40843.51841.15841.02 842.05840.48843.10840.42842.34 842.27839.91840.26843.15842.87840.91841.40841.01840.61841.77 842.40845.23845.90845.91845.36T.P.843.64845.43846.05846.10B 1845.72 845.96848.89 B1849.80849.90849.33T.P.850.18849.96849.55B1849.75848.55848.34848.42848.28848.16 848.30 848.31 848.66848.99848.97848.56848.55848.65B1 B1849.31846.80 847.76847.06847.19844.95842.97841.78842.42843.68844.84846.32846.45850.66850.19847.85847.94849.46848.41848.31850.94846.45 845.30 843.64842.80842.49843.54844.22 846.26846.53851.12852.03 849.15846.62844.64843.00842.11841.24840.18839.46839.44840.45841.57841.92843.23845.48848.55848.58 844.74842.75841.58840.68835.16.58836.63836.91 836.90838.70 839.08839.08 839.15840.36840.24841.97 T.P.842.17842.35842.04C.O. SA4 R4 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
20' Gas Line Easement
Record 264, Pg. 354
Amended by
Record 301, Pg. 645
(NOT TO BE VACATED)
20'
20'
20'20'20' Gas Line Easement
Record 264, Pg. 354
Amended by
Record 301, Pg. 645
845845845850850846847847847 8478478478478488488
4
8
848 848848849849851851MOHAWK WB LLC
MOHAWK WB LLC
MOHAWK WB LLC
MOHAWK WB LLC
AUMANS
ADDITION
13779
842.71
A3
13780
842.69
A3
13781
842.32
A3
13782
842.08
A3
13783
840.46
A3
13784
839.74
A3
13785
839.12
A3
13786
838.34
A3
13787
837.84
A3
13788
837.40
A3
13789
837.01
A3
*
*
*
*
* *
* *
*
*
*
*
*
8
2
0
8
2
1
8
1
7
8
1
8
8
19
8
4
0
8
4
1
8
4
2
8" TEE
8" TEE8" TEE
22.5°
BEND
11.25°
BEND
8" VALVE
8" VALVE
8" VALVE
8" VALVE
8" VALVE
8" VALVE
TEMP. HYDRANT
TEMP. HYDRANT
TEMP. HYDRANT
8" VALVE
8" D.I.8" D.I.8" D.I.
HYDRANT
HYDRANT
8" VALVE
TEMP.
HYDRANT
11.25°
BEND
8" TEE
8" D.I. 8" VALVE
84
0
837
83
8
83
9
841
842
8
3
5
83
2
8
3
3
83
4
8
3
6
8
3
0
828
82
9
8
3
1
826
827
825 824
822 823820821
817818
819
8
4
2
842843844APARTMENT BUILDINGAP
A
R
TME
NT
BUI
LDI
N
G
1867
839.40
X LINE 18"? RCP
1868
845.45
X LINE 18"? RCP
PVMT
PVMT
PVMT
PVMT
Golfview Dr ive Kinzer AvenueKinzer AvenueE. Auman Dr.East Auman Drive2677
838.50
STT
2678
836.87
STI
75
76
77
78
79
80 EX. 5' SIDEWAL
K
EX. 5' SIDE
W
A
L
K
EX
. 5' S IDEWALK
EX
. 5' SIDEW
A
L
K
EX. 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
N.P.=
10 YEAR ELEV.=
2 YEAR ELEV.=
100 YEAR ELEV.=
BOTTOM ELEV.=
EX. WET POND WITH NATIVE BANKS
833.00
835.63
837.14
839.57
817.00
BUILDINGEX. 4' MH #805
T.C.=845.97
8" S.D.R. 26 P.V.C N
INV.=833.92
8" S.D.R. 26 P.V.C E
INV.=833.72
T.C.=845.42
8" S.D.R. 35 P.V.C SE
INV.=837.87
EX. TEMP. C.O. #1
TO BE REPLACED WITH MANHOLE
T.C.=844.14
8" S.D.R. 35 P.V.C. N
INV.=832.60
EX. CURB INLET #44
T.C.=838.52
12" R.C.P. NE
INV.=836.17
EX. CURB INLET #467
T.C.=845.17
12" R.C.P. N
INV.=839.25
EX. YARD INLET #481
T.C.=844.61
15" R.C.P. N
INV.=839.00
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 #441
T.C.=843.53
18" R.C.P. NE
INV.=838.37
15" R.C.P. S
INV.=838.47
EX. CURB INLET #431B
T.C.=842.75
15" R.C.P. NE
INV.=838.15
12" R.C.P. W
INV.=838.25
EX. YARD INLET #469
T.C.=842.59
15" R.C.P. N
INV.=839.19
EX. CURB INLET #439
T.C.=842.10
12" R.C.P. NE
INV.=837.84
EX. YARD INLET #466
T.C.=841.98
12" R.C.P. S
INV.=838.75
12" R.C.P. E
INV.=838.65
EX. CURB INLET #438
T.C.=841.94
12" R.C.P. S
INV.=835.50
EX. CURB INLET #461A
T.C.=838.42
12" R.C.P. NE
INV.=833.80
EX. END SECTION
48" R.C.P. N
INV.=832.93
EX. OUTLET CONTROL #401
T.C.=839.34
15" R.C.P. E
INV.=831.32
EX. END SECTION
12" R.C.P. E
INV.=833.10
EX. END SECTION
21" R.C.P. SE
INV.=832.76
EX. END SECTION
12" R.C.P. N
INV.=833.06
SA3 N
RI
M 10 ' BIKE LANECONTRACTOR TO
REMOVE 186± L.F. OF
EX. STORM SEWERSFSF SFS
F
SF SF SF SF SF SF SF
SF SFSFSF SFSFSF
SF
SF
SF
SF SF
SFSFSFSFSFSFSFSF SFSF SFSF SF SFS
F
S
F
S
F
SF SF SF SFDATE 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 PLANC101
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
T
E
S
G
E
E
O
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 - C101Modified / By: September 24, 2020 8:56:54 AM / aguyonPlotted / By: October 6, 2020 8:52:17 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