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THE LAKES' A T TO WNE ROAD
DATE OF SUBMITTAL: FEBRUARY 17, 2012
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WEIHE ENGINEERS, INC.
10505 N. COLLEGE AVENUE
INDIANAPOLIS, IN 46280
TELEPHONE: (317) 846-6611
CONTACT PERSON: EDWARD E. FLEMING
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INDIANA LAND DEVELOPMENT
12070 ABNEY RUN DRIVE
ZIONSVILLE, IN 46077
TELEPHONE: (317) 714-2406
CONTACT PERSON.- PAUL SHOOPMAN
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SOILS LEGEND
SOILS MAP SOILS
Crosby silt loom, 0-3 percent slopes
Br Brookston—silty loom
THE LAKES AT TOWNE ROAD SECTION TWO
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SITE DATA LAND DESCRIPTION
50' RIGHT-OF-WAY TOPSOIL A PART OF THE SOUTHEAST CORNER OF THE NORTHEAST QUARTER OF SECTION 329, TOWNSHIP 18 NORTH,
CURRENT ZONING: S— I RANGE 3 EAST, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA, BEING MORE PARTICULARLY DESCRIBED AS
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DESIGN SPEED: 25 MPH dp FOLLOWS: �2
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COMMENCING AT THE NORTHWEST CORNER OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF r-ZI
2'1 - U, TOTAL ACREAGE: 9.571 AC.
5' CATION OF SLOPS 5 cc SECTION 29, TOWNSHIP 18 NORTH, RANGE 3 EAST; THENCE SOUTH 89 DEGREES 36 MINUTES 40 SECONDS C�
min) - 2 LOCATION GRADE I/FT 1' min
4 COMPACTED BACKFILL----,- ALL STREETS ARE TO BE PUBLIC WEST (BASIS OF BEARINGS) ON AND ALONG THE NORTH LINE OF THE SOUTHEAST QUARTER OF SAID
LEVEL LINE
rCROWN 1 4"/Fr-----,
NORTHEAST QUARTER 70.01 FEET TO THE NORTHWEST CORNER OF THE LAND OF THE CITY OF CARMEL AS
COMPACTED
41
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CONC. ROLL CURB CONIC.
.,/S_,A, k/40,5� DESCRIBED IN INSTRUMENT NUMBER 2008058913 ON FILE IN THE OFFICE OF THE RECORDER OF HAMILTON
COUNTY, INDIANA AND THE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE CONTINUING SOUTH 89
2 , 11. PROPOSED ASPHALT MIN. SUBGRADE OR
MIN 6" SUBSURFACE DRAIN 1.5"-HMA #11 SURFACE I�MIN C SUBSURFACE AGGREGATE BASE DEGREES 36 MINUTES 40 SECONDS WEST ON AND ALONG SAID NORTH LINE 1264.24 FEET TO THE 0
IN TRENCH W/ AGGREGATE 2'-HMA #8 BINDER MIN. RIGID PAVEMENT DRAIN IN TRENCH F- ":Z�
PREPARED SUBG DE Y-HMA #5D BASE 6* PLAIN CONCRETE W/ AGGREGATE 12" 24" NORTHWEST CORNER OF THE SOUTHEAST QUARTER OF SAID NORTHEAST QUARTER; THENCE SOUTH 00
DEGREES 10 MINUTES 06 SECONDS WEST ON AND ALONG THE WEST LINE OF THE SOUTHEAST QUARTER OF
7--#53 STONE 14 W BENCHMARK INFORMA TION SAID NORTHEAST QUARTER 330.00 FEET TO THE SOUTHWEST CORNER OF THE LAND OF STARK DEVELOPMENT Z
NOTE: PIPE UNDERDRAIN TO CONFORM TO REQUIREMENTS OF COMPANY OF INDIANA, INC. AS DESCRIBED IN INSTRUMENT NUMBER 2005038055 ON FILE IN THE OFFICE OF Know what's below.
SECTION 906.17 OF STANDARD SPECIFICATIONS. CONCRETE ROLL CU" PROJECT BENCHMARK: THE RECORDER OF HAMILTON COUNTY, INDIANA; THENCE NORTH 89 DEGREES 36 MINUTES 40 SECONDS EAST
*ALL PAVING IS TO BE COMPLETED IN ONE PAYING SEASON REFERENCE: D.N.R. STANDARD DISK (STAMPED "LEE 2 AZ") SET IN CONCRETE ON AND ALONG THE SOUTH LINE OF THE LAND OF SAID STARK DEVELOPMENT COMPANY OF INDIANA, INC. Call before you dig. 0� -0.
& GUTTER DETAIL LOCATED AT THE S.E. CORNER OF THE INTERSECTION OF SHELBORNE ROAD 1262.71 FEET TO THE SOUTHWEST CORNER OF THE LAND OF THE CITY OF CARMEL; THENCE NORTH 00 Within Indiana Call SHEET NO.
TYPICAL SECTION-LOCAL STREET (NO SCALE) AND 131ST STREET, 26.1 FT. EAST OF THE CENTERLINE OF SHELBORNE ROAD DEGREES 26 MINUTES 00 SECONDS EAST ON AND ALONG THE WEST LINE OF THE LAND OF THE CITY OF
AND 20.3 FT. SOUTH OF THE CENTERLINE OF 131ST STREET. (NGVD 1988 CARMEL AND PARALLEL WITH THE EAST LINE OF THE SOUTHEAST QUARTER OF SAID NORTHEAST QUARTER 811 or 800-382-5544
(NO SCALE) NOTES: DATUM) 330.00 FEET TO THE POINT OF BEGINNING, CONTAINING 9.571 ACRES, MORE OR LESS. 24 Hours a Day, 7 Days a Week.
INTEGRAL CURB WITH CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE.
CURE ALL EXPOSED SURFACES. ELEV. = 860.38 THIS DESCRIPTION WAS PREPARED BASED UPON DOCUMENTS OBTAINED FROM THE OFFICE OF THE RECORDER SCALE: 1 50' PER INDIANA STATE LAW IC 8-1-26. cool
DAMPEN SUBGRADE BEFORE PLACING CONCRETE. OF HAMILTON COUNTY, AND OTHER SOURCES AND IS NOT INTENDED TO BE REPRESENTED AS A I IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND PROJECT NO.
RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY, OR A SURVEYOR LOCATION REPORT. ____1 LOCATION SERVICE TWO (2) WORKING
0 25 50 100 DAYS BEFORE COMMENCING WORK. W120014
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SEC. 29, T.18N., R.3E.
EX. POND �4
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TUBE NO. 3948 C:� L0
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16,799 S.F. 16,799 S.F. EX 6' -BOARD FF IEVA x
1111�1��Cl — — XN ON LINE
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END OF FENCE
U. & L 20' D.&U.E. WOVEN W RE FENC G_
62 ill —2 0' D.&U.E. 1� 120.00' 1 �0. 00' 279.1
I — — — — — - P G— 20' 120 00' x-
- 193.21' 0 1 130.0 0' .00
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08
STRUCTURE NO. 3934 89036 121�ff2' MAC NA 0
10
BEEHIVE INLET L___j WASHER S
L111-6Q, P4
TC=907.70 C"M I gp8 0 OF FENCE PI CRIPEL ry
IE S(36"RCP)=901.85 W
IE N(36" RCP )=901-90 / +�
co
CQ
SITE DATA LAND DESCRIPTION
50' RIGHT-OF-WAY TOPSOIL A PART OF THE SOUTHEAST CORNER OF THE NORTHEAST QUARTER OF SECTION 329, TOWNSHIP 18 NORTH,
CURRENT ZONING: S— I RANGE 3 EAST, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA, BEING MORE PARTICULARLY DESCRIBED AS
30' ic, z
To
�4
DESIGN SPEED: 25 MPH dp FOLLOWS: �2
15'
COMMENCING AT THE NORTHWEST CORNER OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF r-ZI
2'1 - U, TOTAL ACREAGE: 9.571 AC.
5' CATION OF SLOPS 5 cc SECTION 29, TOWNSHIP 18 NORTH, RANGE 3 EAST; THENCE SOUTH 89 DEGREES 36 MINUTES 40 SECONDS C�
min) - 2 LOCATION GRADE I/FT 1' min
4 COMPACTED BACKFILL----,- ALL STREETS ARE TO BE PUBLIC WEST (BASIS OF BEARINGS) ON AND ALONG THE NORTH LINE OF THE SOUTHEAST QUARTER OF SAID
LEVEL LINE
rCROWN 1 4"/Fr-----,
NORTHEAST QUARTER 70.01 FEET TO THE NORTHWEST CORNER OF THE LAND OF THE CITY OF CARMEL AS
COMPACTED
41
WALK
CONC. ROLL CURB CONIC.
.,/S_,A, k/40,5� DESCRIBED IN INSTRUMENT NUMBER 2008058913 ON FILE IN THE OFFICE OF THE RECORDER OF HAMILTON
COUNTY, INDIANA AND THE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE CONTINUING SOUTH 89
2 , 11. PROPOSED ASPHALT MIN. SUBGRADE OR
MIN 6" SUBSURFACE DRAIN 1.5"-HMA #11 SURFACE I�MIN C SUBSURFACE AGGREGATE BASE DEGREES 36 MINUTES 40 SECONDS WEST ON AND ALONG SAID NORTH LINE 1264.24 FEET TO THE 0
IN TRENCH W/ AGGREGATE 2'-HMA #8 BINDER MIN. RIGID PAVEMENT DRAIN IN TRENCH F- ":Z�
PREPARED SUBG DE Y-HMA #5D BASE 6* PLAIN CONCRETE W/ AGGREGATE 12" 24" NORTHWEST CORNER OF THE SOUTHEAST QUARTER OF SAID NORTHEAST QUARTER; THENCE SOUTH 00
DEGREES 10 MINUTES 06 SECONDS WEST ON AND ALONG THE WEST LINE OF THE SOUTHEAST QUARTER OF
7--#53 STONE 14 W BENCHMARK INFORMA TION SAID NORTHEAST QUARTER 330.00 FEET TO THE SOUTHWEST CORNER OF THE LAND OF STARK DEVELOPMENT Z
NOTE: PIPE UNDERDRAIN TO CONFORM TO REQUIREMENTS OF COMPANY OF INDIANA, INC. AS DESCRIBED IN INSTRUMENT NUMBER 2005038055 ON FILE IN THE OFFICE OF Know what's below.
SECTION 906.17 OF STANDARD SPECIFICATIONS. CONCRETE ROLL CU" PROJECT BENCHMARK: THE RECORDER OF HAMILTON COUNTY, INDIANA; THENCE NORTH 89 DEGREES 36 MINUTES 40 SECONDS EAST
*ALL PAVING IS TO BE COMPLETED IN ONE PAYING SEASON REFERENCE: D.N.R. STANDARD DISK (STAMPED "LEE 2 AZ") SET IN CONCRETE ON AND ALONG THE SOUTH LINE OF THE LAND OF SAID STARK DEVELOPMENT COMPANY OF INDIANA, INC. Call before you dig. 0� -0.
& GUTTER DETAIL LOCATED AT THE S.E. CORNER OF THE INTERSECTION OF SHELBORNE ROAD 1262.71 FEET TO THE SOUTHWEST CORNER OF THE LAND OF THE CITY OF CARMEL; THENCE NORTH 00 Within Indiana Call SHEET NO.
TYPICAL SECTION-LOCAL STREET (NO SCALE) AND 131ST STREET, 26.1 FT. EAST OF THE CENTERLINE OF SHELBORNE ROAD DEGREES 26 MINUTES 00 SECONDS EAST ON AND ALONG THE WEST LINE OF THE LAND OF THE CITY OF
AND 20.3 FT. SOUTH OF THE CENTERLINE OF 131ST STREET. (NGVD 1988 CARMEL AND PARALLEL WITH THE EAST LINE OF THE SOUTHEAST QUARTER OF SAID NORTHEAST QUARTER 811 or 800-382-5544
(NO SCALE) NOTES: DATUM) 330.00 FEET TO THE POINT OF BEGINNING, CONTAINING 9.571 ACRES, MORE OR LESS. 24 Hours a Day, 7 Days a Week.
INTEGRAL CURB WITH CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE.
CURE ALL EXPOSED SURFACES. ELEV. = 860.38 THIS DESCRIPTION WAS PREPARED BASED UPON DOCUMENTS OBTAINED FROM THE OFFICE OF THE RECORDER SCALE: 1 50' PER INDIANA STATE LAW IC 8-1-26. cool
DAMPEN SUBGRADE BEFORE PLACING CONCRETE. OF HAMILTON COUNTY, AND OTHER SOURCES AND IS NOT INTENDED TO BE REPRESENTED AS A I IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND PROJECT NO.
RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY, OR A SURVEYOR LOCATION REPORT. ____1 LOCATION SERVICE TWO (2) WORKING
0 25 50 100 DAYS BEFORE COMMENCING WORK. W120014
10 9 3 7 6 5 4 3 2