HomeMy WebLinkAbout08030104.1(w /yellow cap)
LUCKY, LLC
(Instr. #2004 - 59660)
5O 9
Pond
i
q
t
er
P.\Pe��ne31osp�2ga 280
6a Gos0d M 6
�c3�dp 221 0
s
/� 16
i
Scale: C=30'
GRAPHIC SCALE
30 0 15 30 60 120
( IN FEET )
1 inch = 30 ft.
LEGEND
0
Fence
—OUL—
Overhead Utility Line
®
Manhole
0
Utility Pole
0%
Clean out
®
Curb Inlet
El
Telephone Pedestal
El
Cable box
x 723.08 Existing Spot Elevation
Drainage
FIFE Finished Floor Elevation
8ss.o Proposed Elevation (To be determined by others)
ass Existing Contour
Certificate of Survey
I, the undersigned, a Registered Land Surveyor in the State of Indiana, certify that this survey was prepared under my
supervision and, to the best of my knowledge and belief, was executed according to survey requirements in 865 IAC 1 -12 for
a record document survey.
Property Address: 2377 Treesdale Circle, Carmel, IN
Property Description: (Instr. #2007- 19333)
LOTS NUMBERED 1 AND 2 IN REPLAT OF TREESDALE SECTIONS ONE —A & ONE —B, A SUBDIVISION IN HAMILTON COUNTY, INDIANA,
AS PER PLAT THEREOF, RECORDED MARCH 18, 2004 AS INSTRUMENT NO. 200400017318 IN THE OFFICE OF THE RECORDER OF
HAMILTON COUNTY, INDIANA. TOGETHER WITH A NON— EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS OVER AND ACROSS THE
PRIVATE STREET KNOWN AS COMMON AREA E, TREESDALE CIRCLE.
Surveyor's Report for Job #080123
In accordance with Title 865, Article 1.1, Chapter 12 of the Indiana Administrative Code, the following observations and opinions
are submitted of the cause and amount of uncertainty in the position of the lines and corners established on this survey as a
result of:
(A) Availability and condition of referenced monuments.
(B) Occupation or possession lines
(C) Clarity or ambiguity of the record description used and of adjoiner's descriptions, and the relationship of the lines of the
subject tract with adjoiner's lines.
(D) The Relative positional accuracy of the measurements.
(A) Reference Monuments:
Monuments set by the original surveyor of the subdivision are controlling monuments in the retracement of lot lines. This survey
based or, iot corner monuments called for and recovered on the record plat.
The maximum uncertainty associated with reference monuments as it affects the surveyed property is ±0.25 feet.
(B) Possession Lines:
1.) South adjoiner's fence extends as for as 12.5 feet into subject property.
2.) An existing stone drive crosses the South side of subject property as shown.
(C) Record Descriptions:
1.) The record distance of 304.19 feet along the West line of subject tract calculates to be 269.18 feet.
(D) Relative Positional Accuracy of Measurement:
The accuracy of this survey is within the acceptable relative positional accuracy for a Suburban Survey.
Survey Completed: March 10, 2008
Certified: March 17, 2008
To: Jack Loughner
_��-- — — — — — — — — — — — — — — — — — — — — — -
11
Richard A. O'Brian, Registered Land Surveyor, Indiana #80880017
Job #080123
NOTES:
�G\sTIR�. % J
.7 ,
_ • 80880017 •
_ - -- STATE OF
9 oi A N....
SU p
m ,
1/11 111111111 \ \ \\
1.) The location of utilities serving or existing on the property are limited to visible surface evidence (such as manholes, inlets,
valves, etc.). The contractor shall contact an underground utility location service at least 3 working days prior to construction.
2.) Basis of Elevations: Site development plan by Keele —Webb Assoc.
3.) It shall be the contractors responsibility for notification and coordination of all construction with the respective utility
companies prior to starting any construction.
4.) Driveway construction shall conform with Hamilton County driveway standards.
5.) Erosion Control:
Land alterations which strip the land of vegetation, including regarding, shall be done in a way that will minimize erosion.
Whenever feasible, natural vegetation shall be retained, protected and supplement. The duration of time which an area remains
exposed shall be kept to a practical minimum. The area shall be stabilized as quickly as practical. Temporary vegetation or
mulching shall be used to protect exposed areas during development. Permanent and final vegetation or structural erosion
control devices shall be installed as soon as practical under the circumstances. Sediment in run —off water shall be trapped by
the use of such methods as debris basins, and silt traps until the disturbed area is stabilized. Contractor shall maintain erosion
control measures as required during construction. Contractor shall insure that existing streets remain free of mud and debris
during construction of this project.
6.) Architect to determine elevations of finished floors, elevations at perimeter of structure and elevations at driveway.
7.) Contractor to verify the location of sewer and water connections.
All Rights Reserved under Copyright by Hahn Surveying Group, Inc.