HomeMy WebLinkAboutTopo map - PondLEGEN 0
AREA MAP: (N.T.S.)
I, the undersigned, hereby certify that to the best of my professional knowledge and belief the within a;,
plat represents a topographic survey of the real estate shown or described hereon. The nature, size
and location of utilities shown on this plat are per plans and/or locations provided by the respective 0
utility companies or their representatives together with field observation as further noted hereon. The
topographic data was gathered using standard radial surveying techniques with an electronic total 'X1 <s
station and data collector and/or using a Global Positioning System (GPS). Elevations on hard
surfaces or structures are accurate to within 0.05 feet, elevations on natural surfaces are accurate to
within 0.1 feet. Contours are plotted based upon interpolation of spot elevations shown hereon and are
accurate to generally within one half contour interval. The field data was collected on May 8, 2023.
b
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---------------------------now, I
-
Andrew D. Baxter Jr., PS
Registered Land Surveyor #LS20400029
dboxter@schneidergeomatics.com
May 12, 2023
REDACTION STATEMENT:
I affirm, under the penalties for perjury, that I have taken reasonable care to redact each Social
Security number in this document, unless required by law. Andrew D. Baxter Jr.
BENCHMARK INFORMATION:
Originating Benchmark:
Control information provided by the client was used to establish the the horizontal and vertical
control.
TBM 100 - N 1722656 E 177541 Elevation - 904.94 REBAR W/ CAP SET
16' WEST & 2' NORTH OF STORM MANHOLE #5297
TBM 101 - N 1722681 E 177806 Elevation - 905.89 MAG NAIL SET
82' NORTH & 12' EAST OF STORM MANHOLE #5328
TBM 102 - N 1722875 E 177509 Elevation - 905.15 MAG NAIL SET
10' NORTH & 1' WEST OF STORM BEEHIVE INLET #5321
SPECIAL NOTES:
This drawing is not intended to be represented as a retracement or original boundary survey, a
route survey, or a Surveyor's Location Report. Any boundary lines shown are for informational
purposes only and are excluded from the certification.
Storm Structure Data Table
STR #5136
CURB INLET
TC = 904.72
4" PVC INV.
(NW)
- 901.24
STR #5151
CURB INLET
TC - 904.65
4" PVC INV.
(E) =
900.78
6" PVC INV.
(W) =
900.68 (x2)
STR #5158
CURB INLET
TC = 905.02
18" PVC INV.
(N) =
898.81
6" PVC INV.
(E) =
900.18 (x2)
18" PVC INV.
(S) =
899.60
24" PVC INV.
(W)
= 898.86
STR #5163
CURB INLET
TC = 905.80
24"RCP INV.
(N) =
795.00
STR #5297
AQUASWIRL WATER
QUALITY UNIT
TC - 904.58
BOTTOM OF STR. -
893.03
*NO PIPES VISIBLE
DUE TO WATER AND
TRASH.
STR #5305
CURB INLET
TC - 904.61
15" RCP INV.
(N) =
899.09
12" RCP INV.
(E) =
899.99
15" RCP INV.
(S) -
898.99
STR #5321
BEEHIVE INLET
TC - 904.48
(904.17
NORTH RIM)
6" CPP INV.
(N) =
900.84
12" RCP INV.
(SW)
_ *
BOTTOM OF STR. -
900.48
*DEBRIS ON SOUTH
SIDE OF STRUCTURE
MADE COLLECTION
OF INVERT
IMPOSSIBLE.
12" RCP IS ASSUMED
DIAMETER.
STR #5322
MANHOLE
TC - 903.51
12" RCP INV.
(NE)
= 900.09
27" RCP INV.
(SE)
= 897.72
24" RCP INV.
(NW)
- 897.75
STR #5326
SQUARE INLET
TC - 904.28
18" RCP INV.
(E) =
898.51
18" RCP INV.
(S) =
898.60
STR #5328
MANHOLE
TC = 904.45
36" RCP INV.
(S)
= 897.95
36" RCP INV.
(NW)
- 897.95
`a
"X%
i�P.P.YRYV RP. G.P St. .I
ASSUMED NORTH
SCALE 1" = 20'
20 0 10 20 40
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- - - - - - - - - - - - - - - - - ---------------------------------I i� f�--------- -- R
R
g04 CRASS
905 \
5322
904
GRASS
903
902
901
h 900
o�
�oo0 899
000
aaa o00 000 000 000 000
/goo 'CONCRETE END STTION
I WITH RIP RAPT I i
21" NCRETE END SE
W RIP RAP
uumrairna min / uulVliRLIL rri4ur
TBM #100 ---'*
15" CONCRETE{ END SECTION
WITH RIP RAPI
____--902
903
904----
0
000�P ooND
15" CONCIETE END SE
WITH RIP.
-------------------------XR
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5305 I
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18" CONCRETEI END SECTION
, WITH RIP RV
36" CONCRETE EiD SECTION
WITH RIP RAP
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CD
®®® INLET OR CATCH BASIN
® SEWER MANHOLE
® T-LEPHONE MANHOLE
ACCESS COVER
0 TRAFFIC MANHOLE
0 WATER MANHOLE
• MANHOLE
'COCLEANOUT
# AREA LIGHT
UTILITY POLE WITH GUY WIRE
,OR UTILITY POLE WITH RISER
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e TRAFFIC POLE
ou UTILITY PEDESTAL
OE ELECTRIC METER
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SIGNS
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BENCHMARK
SOIL BORING
- - - - - - - -
- - OVERHEAD UTILITY LINES
TV
UNDERGROUND
TELEVISION
UNDERGROUND
ELECTRIC
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UNDERGROUND
TELEPHONE
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UNDERGROUND
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UNDERGROUND
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G
UNDERGROUND
GAS LINE
W
UNDERGROUND
WATER LINE
UNDERGROUND STORM SEWER
S UNDERGROUND SANITARY SEWER
EDGE OF WOODS
FENCE LINE
000 FLOW LINE
Schneider
GEOMATICS
Historic Fort Harrison
8901 Otis Avenue
Indianapolis, IN 46216-1037
Telephone: 317.826.7100
www.schneidergeomatics.com
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DATE:
PROJECT NO.:
5/11 /2023
16492
DRAWN BY:
CHECKED BY:
CCE
ADB
REVISIONS:
DRAWING FILES:
T.\16K\16492\CAD\16492_T.dwg
SHEET NO.:
1