HomeMy WebLinkAboutpg. 02 Topographic Survey11590 N. MERIDIAN STREET
5 /3 BANK CANOPY ADDITION
CARMEL, INDIANA
KLUMP ASSOCIATES
ENVIRONMENTAL
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Benchmark Land Services, Inc.
Fishers Office Location:
Brownsburg Office Location:
9855 Crosspoint Blvd., Suite 110
Indianapolis, IN 46256
Phone: 317.841.1506
Fax: 317.841.1507
www.BenchmarkLS.
20 E. Airport Road, Suite 500
Brownsburg, IN 46112
Phone: 317.858.1513
Fax: 317.858.1507
corn
Approved By: BCR
Drawn By: MJS
Date of Last Field Work: 06/15/2004
Date Plotted: 06/21/2004
TOPOGRAPHIC SURVEY
PROJECT LOCATED IN:
SECTION 2 TOWNSHIP 17 NORTH RANGE 3 EAST
CLAY TOWNSHIP, MARION COUNTY
CARMEL, IN 46032
Remarks and revision descriptions:
700 WEST PETE ROSE WAY, SUITE 360
CINCINNATI, OH 45203
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MBCidAanw ki* N "aril k2n 5t
3
VICINITY MAP NOT TO SCALE
Reference Project I\
umber:
8
1 -19234
Project Number:
1 -19225
Sheet Number
2 of
_11 WIPE INLET
PIPE O ITLET 'N 8501 INV6849.56- STM INV= 851.12
852
UGE UGE
CERTIFIED June 21, 2004
Brian C. miller
Registered .and Surveyor
Indiana No. LS20200083
EDGE OF
i 853
STM
PAVEMENT
STM 15 RCP
UGE UGE
STM
STATE OF
NDIANP�y���♦
*4' SURV
/1111111/
N o
r.co LS20200083 E
STM
UGE UGE
8 54
TA
U
UGE UGE UGE
BEEHIVE CATCHBASIN
RIM= 852.33
W INN= 850.03
SE INV= 848.93
x853.9
Topographic Note:
The hic data was gathered using standard radial surveying techniques with an
Electronic total station and data collector. Elevations on hard surfaces or structures
are accurate to within 0.05 feet, elevations on natural surfaces are accurate to within
0.1 feet. tours are plotted based upon interpolation of spot elevations shown hereon
and are irate to generally within one half the contour interval.
This is not 1 boundary survey. Boundary lines are shown for reference only.
Retracement Survey was not contained within the scope of this project.
Originating Benchmark Description
HAM G -54 ELEV. 844.04'
General coordinates: 39 °57' N, 86 °09' W
Sec. 02- 17 -03: A bronze disk on the concrete post projecting 1.5 feet out of the
ground along US -31, 1.4 miles north of 1 -465, 0.4 miles south of 116th Street, 100
feet west of centerline of southbound US -31 and 2 feet east of R/W fence at station
354 +00.
Site Benchmark
ELEV. 856.67
Mag nail set in pavement. 25.8 feet south of north edge of pavement, 3.2 feet west
of the east edge of pavement, in the northeast corner of the parking lot at 11590
North Meridian Street.
UGE
n
UGE
854.5
1
ASPHALT
n n n
UGE
i�
r
WTR
GAS
CATV
WTR
STM
SAN
UGT
UGE
OHE
0 0 0
LIGHT POLE
FIRE HYDRANT
DECIDUOUS TREE
PINE TREE
STOP SIGN
k854,6
853.7
r
CONC. CURB
UGE
P PIATTED BEARING AND DIMENSION
D P,v'ED BEARING AND DIMENSION
WTR
CATCHBASIN
RIM 852.37
NW INV= 850.22
W INV= 848.47
S INV= 848.31
n n n n
x x x
WTR
tiY0
UGE UGE UGE UGE
HOLEY MOLEY SAYS
DON'T
DIG
BLIND"
SYMBOL LEGFSD
WIT'S THE LAW
CALL 2 WORKING DAYS BEFORE YOU DIG
1 -800- 382 -5544
CALL TOLL FREE
PER INDIANA STATE LAW IS -69 -1991.
IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
WTR WTR
11
EXISTING GAURD RAIL
EMISIING CHAIN LINK FIINCE
EXISTING HOOD -TYPE FENCE
GAS UNDERGROUND GAS LINES
CATV UNDERGROUND CABLE TELEVISION LINES
ATR UNDERGROUND HATER LINKS'
STY UNDERGROUND STORM SEVEN LINES
SAN UNDERGROUND SANITARY SEVER LINES
UGT UNDERGROUND TELEPHONE LINES
UGE UNDERGROUND ELECTRIC LINES
o:i OVERHEAD ELECTRIC LINES
HEISTING SECTION LINE USING MONUYENTATION (AS NOTED)
ROF RIGHT OF FAY
f= PHYSICAL CENTBRLUB OF EXISTING ASPHALT
TOB TOP OF BANK
SHOFS EXISTING FLOVIJNK 111TH DIRECTION
MAJOR CONTOUR INTERVAL FIVE (5) FEW
MINOR CONTOUR INTERVAL ONE (1) FOOT
C CALCULATED BEARING AND DIMENSION
Y MEASURED BEARING AND MOON
(11
TH ST!EET
ASPHALT
WTR
es
41 4 x855.5
WTR
---856
WTR
GE
4 ROUND DRAIN
(PLUGGED)
STM
WTR
EXISTING BUILDING
11590 NORTH MERIDIAN
4 4 A
UGE
857
STM
FFE= 855.34
WTR
YARD DRAIN
(UNABLE TO OPEN)
UGE
EDGE OF
PAVEMENT'
WTR
x855.2
CONCRETE°
x855.8
UGE
WTR
e
YARD DRAIN
(UNABLE TO OPEN)
CONC.
UGE
GE
CURB
WTR
x855.7
WTR
x856.9
UGE
WTR
GROUND UGHT
GROUND UGHT
UGE
d 4
BEEHIVE
CATCHBASIN
RIM= 854.73
NW INV= 852.73
S NV =852.73
WTR
UGE
WTR
BOUNDARY EXHIBIT FOR REFERENCE ONLY
N 89'46'02" E 334.09'
S 88'30'17' W 845.86'
62.9'
/j/
DasTic BUIEDING
11590 NORTH MERLIN
N 89'46'02" E 315.00'
es
m OD
Po 0
(IN MST
1 inch 100 ft.
N.
op
0,
v
GRAPHIC SCALE
0
0
w
01
w
0
0
I
N 88'30'17" E
13.25'
UGE
ASPHALT
UGE
WTR
UGE
WTR
855
SITE BENCHMARK
ELEV 856.67 0
EDGE OF PAVEMENT
N
GRAPHIC SCALE
IN FEET
1 inch 20 ft.
UGE
x856.8
856.4
wrR
rn
C
C)
m