HomeMy WebLinkAboutC2.0 Site SurveyBENCHMARK: HAM G -30
A BRONZE PLATE SET IN THE SOUTH END OF THE WES PARAPET
OF AN 18 FOOT SLAB TOP CU_VERT ALSO, 0.08 MILE NORTH OF
THE MARION HAMILTON COUNTY LINE ON SR -431. 2.8 SOUTH OF
SR -234.
El EV. 773.50
ONSITE BENCHMARK (TBM #1)
SOUTHEAST CORNER CONCRETE TRANSFORMER
PAD ON WEST PROP LINE.
ELEV. 749.93
EX. BUILDING
IX. 13 "X18"
CONC. END SECTION
I.E.= 747.02
END LOCATION UNKNOWN
EX. CURB INLET
T.C. 751.78
I E.(15" RCP)S= 748.03
I E.(151CP)N= 747.93
EX. CURB INLET
T C =751 95
I.E.(6" PVC)W =748 96
I. E.(15 RCP)N= 748.30
T�
IX. TRASH
DUMPSTER PAD
N
N
l
LT.
N
f
1
N
N
N
U,
a
•tee
JCifib_a
3:Nr
747
es.
4
0
0
i
0
0
0
r
f
V D4'.
I
4.
749 Q 748
748 747
747
_r �a
1- 746 746
I
-h-
I CONCRETE
PAD
-BM #1
/ROUND
CONCRETE
r PAVERS
NEW ASPHALT
STOPS HERE
EX. CONC. WALK
i
ASPHALT
I
c
f
1
N
N
N
4' HDPE (N)
WITH 19'x19" CONCRETE
OUTLET PROTECTION
I.E 748.52
750
ej., L
cII
I-
747
4" HOPE (N)
WITH 19'X19" CONCRETE
OUTLET PROTECTION
I.E. 748.34
EX. BUILDING
FINISH FLOOR 750.15
OLD CONC. WALK
TO NEW CONC.
WALK
)UPTT, TN .JIrJ
4" HOPE (N)
WITH 19 "X19" CONCRETE
OUTLET PROTECTION
I.E: 748.75
N
4 HDPE (N)
WITH 13'X18" CONCRETE
OUTLET PROTECTION
I. E.= 748.25
750
749
EX. 8" PVC
I E.= 746.05
END LOCATION UNKNOWN
ASPHALT
EX. CONCRETE
EX. 4" PVC UNDERDRAIN
4" HOPE (N)
WITH 19X19" CONCRETE
OUTLET PROTECTION
I.E. 748.38
748
EX. 12' DIP
WITH METAL END SECTION
I.E.= 745.74(NE)
I.E.(4 "PVC ON TOP OF CMP) 746.72 EX 4O "X62" RCP ELLIPTICAL
END LOCATION OF EX. PIPE UNKNOWN-- WITH METAL END SECTION
I.E. 745.40(5W)
749
EX. Z' ROUND FLAT
GRATE INLET
T.C. 747.72
I.E.(151RCP)N= 745.37
END LOCATION UNKNOWN
EX. 4" PVC UNDERDRAIN
I.E. =749.18
ASPHALT
74,3
EX. 4" PVC UNDERDRAIN
I.E =749 27
EX. 4" PVC UNDERDRAIN
I.E 749.36
f
0
1 f
I
I
1
1
�V E�
J J J
4" HDPE (N)
WITH 19 "X19' CONCRETE
OUTLET PROTECTION
I.E.= 748.19
ASPHALT
N
r
APPROXIMATE LOCATION OF
EX 40 "X32' ELLIPTICAL PIPE
LOCATION WAS DETERMINED
PROJECTING THE DIRECTION
THE EX. PIPES.
UTILITY AND IMPROVEMENTS LOCATION NOTICE
Only above ground utilities and improvements, visible on the date of survey, or
visible marking of utility locations as done by others, are shown on this survey.
No certification either expressed or implied Is given as to the avalability or
capacity of any utility. Further there is no certification either expressed or Implied
for the location, horizontal or vertical, of any underground utility or structure,
inducting but not imited to slabs, foundations, manholes, pipes, tiles, ducts,
mains, valves, vaults, cables or wires.
0'
IX 40 "X62" RCP ELUPTICAL
I.E. 745.14(NW)
DRAINS INTO CONCRETE CHANNEL
20' 40'
SCALE: I INCH 20 FEET
G
T
w
X
FO
OUH
ITP DI
a
LEGEND
C
T
w
X
FO
OUH-
EXISTING CONTOUR
EXISTING WATER VALVE
EXISTING WATER METER
EXISTING UTILITY POLE
EXISTING TELEPHONE PEDESTAL
EXISTING POLE GUY WIRE
EXISTING ELECTRIC MANHOLE
EXISTING CURB INLET
EXISTING SANITARY SEWER MANHOLE
EXISTING SANITARY SEWER
EXISTING BOLLARD
EXISTING END SECTION
EXISTING TELEPHONE MANHOLE
EXISTING DECIDUOUS TREE
EXISTING GAS METER
EXISTING GAS MAIN
EXISTING BURIED TELEPHONE
EXISTING WATER LINE
EXISTING FENCE LINE
EXISTING FLOW LINE
EXISTING STORM SEWER
EXISTING FIBER OPTIC
EXISTING OVER HEAD UTILITY
EXISTING TREE LINE
EXISTING STORM SEWER MANHOLE
NOTE:
UNDERGROUND UTILITIES ARE NOT PART 0
THE TOPOGRAPHICAL SURVEY PER
VERSATIALE CONSTRUCTION GROUP.
60'
ndianagt
��I1
below.
Call before you dig.
4
0
w
0
w
w
Co
w
c
z
w
a o
oz
a
-I
6
a.
ict
wz
U
SHEET NUMBER
1 of 1
Rev. No. Description
REVISION BLOCK
Date
Note Detail /Sheet Description
Note Detail /Sheet Description
Plan Notes and Detail References
Note Detail /Sheet Description
SITE SURVEY
Owner:
Regulatory
Agency:
General Notes:
Sheet No.
Mercedes Benz
Service Center
4000 E. 96th Street
Carmel, Indiana
4000 E. LLC
4000 E. 96th Street
Cannel, IN 46280
Site Engineer: Bordenet Civil Engineering
Land Surveying, LW
Ph. 317 -536 -6181
8902 Alibeck Ct.
Indianapolis, IN 46256
Carmel Department of
Community Services
Cannel City Hall
One Civic Square
Carmel, IN 46032
FINAL CONSTRUCTION PLANS
Plan Date: February 23rd, 2010
A. The topographic survey shown on this sheet was
prepared by others.
B. The survey as shown on this sheet has been
altered. It has been scaled to fit to this page.
Bordenet Civil Engineering
Land Surveying, LLC
Ph. 317- 536 -6181
Fax: 317 536 -6220
8902 Alibeck Ct.
Indianapolis, IN 46256
Project Number:
2009 -077
C2.O