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REPRO GRAPHICS, INC 520343
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DETAIL ar NEW MOUNTABLE CURB
F 10
NOTE
6cm stones -
Compacted Subbase
8cm stone-
3 3/8" below
final grade
4 1/8" below
f inal grade
Sand-filled joints
UNISTONE OR EQUAL
Clean coarse concrete
E i sand, uncompocted
See Table II
i v' o e ,, " o'• : c W- - Granular Subbase
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Note, 3/4" top size
100 7b crushed
gravel or limestone,
with fines. Table I
compact in 4" lifts
Sub °grade compaeted to
95 Proctor
fill areas compacted
In I5 cm. (6 ") lifts
Subbase Requirement; Pedestrain - 4" to 6"
Vehicular - 10" to12"
41
DO NOT - Exceed 1 1 /2" sand
DO NOT- Pre-Compact sand
DETAIL ar CONCRETE PAVERS
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LOT DESCRIPTION
I, the undersigned, do hereby certify On attached plat to be true and correct to the best z
my knowledge and belief, represernrng a survey of a part of the Northwest Quarter and the
Northeast Quarter of Section 10, Tvwnstvp 17 North, Range 3 East in Hamilton County, Indiana,
more particularly described as folkyws.
Cornmencfrq at the northwest caner of ttw Northwest Quarter of said section; thence
South 89'46'16' East along the north I!ne of said Northwest Quarter 992.87 feet to the Point of
Beginning; thence continuing South W46'16' East akxlg said Ike 1675.89 feet to the northwest
comer of the Northeast Quarte+of said section; thence South 89.51'51' East along the north line
of said Northeast Quarter 252.85 feet; thence South 00'32'06' West 317.36 feet; thence South
72'50'48' West 23.12 feet; thence South 73143'28' West 61.91 feet to a point on a non- tangent
curve concave northwesterly, having a central angle of 106'47'o4 and a radius of 75.00 feet;
thence southerly, southwesterly and westerly along said curve an arc distance of 139.78 feet (saI,
arc being subtended by a chord having a bearing of South 45.41'01' West and a length of 120.41
feet); thence South 11.44'34' East 200.73 feet; thence South 6428'11' East 340.90 feet; thence
South 00'32'06' West 559.12 feet; thence North 89'51'51• West 25.00 feet: thence South
00.32'06' West 1335.89 feet to the south line of thw Northwest Quarter of said section; thence
North 89'56'52' West 416 Oil feet to the cro!►hweat comer of said Northeast Quarter, being also t'
southeast corner of the Northwest Quarter of said section; thence North 89°51'36' West along th
south line of the Northwest Quarter of said section a distance of 1786.66 feet; thence North
28'57'07' West 136.94 feet; thence North 17.07'11' East 119.03 feet; thence North ISW02'16'
West 279.61 feet; thence North 02'51'24' West 262.91 feet; thence South 89'51'36' East 426.56
feet; thence North 00'27'19' East 2066.86 feet to the Point of Begirvwg containing 128.48 acres.
more or less, subject to highways, righted -way and easements.
SITE NOTES:
1. All utility service lines shall be constructed in accordance
with all the latest applicable codes and to each utility's
and /or city's standards.
2. All ramps shall have a maximum slope of 1" per foot.
3. Use compacted granular fill when utility lines are placed
under walls or driveways.
4. Soil borings have not been taken for this project. Assumed
minimum soil bearing pressure is 15oo psf.
5. Provide sleeves for mechanical work as required by
construction documents.
6. Notify Architect prior to placing any concrete.
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OWNERS:
WILLIAM @ PATRICIA TYSDAL
1130 LAURELWOOD
HAMILTON COUNTY INDIANA
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