HomeMy WebLinkAboutPrimary PlatEY. CULVER
2
136 +2 SF
COMMON AREA "E
10,831 SF D. &LIE
7.5' D.&U.E
8
21,597 SF
6
24.140 SF
20" DAVE
2W 82. 13
11
15867 SF
9
19,909 SF
10
20,476 SF
15,851 SF
43
19,200 SF
57
20' D.&U.E
LETTS LANE a +w
75" D.&U.E
39
20,195 SF
COMMON AREA "8"
128747 SF
D. &UE
154 04'
19
20,709 SF
19,161 SF
16
16,975 SF
20,793 SF
31
16,858 SF
75' R *UE
29
19,691 SF
34
18,000 SF
CO Op
IQ. CULVERT
1
17361 SF
4
24,265 SF
EXISTING POND
NP= 894.6±
COMMON AR
313,585 SF
D.&IJE
1216'
191.12'
22
33,244 SF
20' D. &UE
23
28,472 SF
20' D. &U.E
19854'
Date of Submittal May 20, 2004
5 -1 RESIDENTIAL
25
15831 SF
50.6
20" D.&U.E.
12
15' LANDSCAPE EASEMENT
20 D.&U.E
37
16837 SF
28
22763 SF
36
26.519 SF
35
16,407 SF
75" D. &U.E
33
!8852 SF
32
16,13.5 SF
D. &UE
EXIS77NG CLAYBOURNE SECTION
TWO SUBDMS /ON
CONNECT TO EXIS77NG
STREET STUB
DOLAN WAY
3" TOPSOIL
BAC K FILL
Bow
(12' CUL -DE -SAC)
SIDEWALK
IRF
IPF
(D)
(M)
CMP
TP
P.O.B.
UP w /T &ER
EM
GM
AC
CURB GUTTE
SOILS LEGEND
CrA Crosby silt loam, 0 -3 percent slopes
Br Brookston —silty loam
Ge Genesee silt loam
MmB2 Miami slit loam, 2 -6 percent slopes, eroded
MmC2 Miami silt loam, 6 -12 percent slopes, eroded
MmD2 Miami silt loam, 12 -18 percent slopes, eroded
Sh Shoals silt loam
AE SE
PKF
IPS
MIN. RIGID PAVEMENT
6" PLAIN CONCRETE
ROLL CURB 8c GUTTER SECTION
(NO SCALE)
SAILS MAP
Aerial Electric Telephone Lines
Power Pole
Power Pole with Transformer
Guy Anchor
Utility Pole w /Light
PK Nail Found
5/8" Rebar with yellow cap stamped
"WEIHE ENGR 0012" Set
Iron Rebar Found
Iron Pipe Found
Deed Call
Measured Call
Corrugated Metal Pipe
Survey Traverse Point
Point of Beginning
Utility Pole w /Transformer and Electrical Riser
Electic Meter
Gas Meter
Air Conditioning Unit
OPTIONAL JOINT
LOCATIONS
GRANULAR FILL
SUBGRADE AGGREGATE
DEPTH VARIES
(NOT TO SCALE)
LEGEND:
50' RIGHT -OF -WAY
30' (26' CUL -DE -SAC)
PREPARED SUBGRADE
LOCATION OF
PROFILE GRADE
ROWN 1 /4' /Fr.
COMPACTED SUBGRADE
CHAIR BAC
CURB GUTTER
MIN. FLEXIBLE PAVEMENT
1 HA SURFACE ON
3" HA. BINDER ON
9' COMP. AGGREGATE BASE #53
OR
1' HA SURFACE ON
7" HA BASE
TYPICAL SECTION—LOCAL STREET
(NO SCALE)
MIN.
SLOPE 1/4" /FT
BENCHMARK:
CURRENT ZO \ING: S -1
SUBMITTAL UNDER CITY OF CARMEL SUBDIVISION
CONTROL ORDINANCE CHAPTER 7: OPEN SPACE
STANDARDS (S -1 RESIDENTIAL ESTATE)
OWNER /SUBDIVIDER:
LANGSTON DEVELOPMENT, LLC
1132 SOUTH RANGELINE ROAD
SUITE 100
CARMEL, INDIANA 46032
PHONE: 317 846 -7017
I I I I I l3 S treet z I
LAND DESCRIPTION
BM DEPARTMENT OF NATURAL RESOURCES BRASS DISK STAMPED
"LEE 2 1989" AT THE SOUTHEAST CORNER OF 131ST STREET AND
SHELBORNE ROAD.
ELEV. 915.619 (N.G.V.D. 1929 DATUM)
TBM #1 R/R SPIKE AT NORTHEAST CORNER OF PROPERTY,
APPROXIMATELY CENTERLINE OF THE NORTHBOUND LANE OF
SHELBORNE ROAD.
ELEV. 917.47 N.G.V.D. 1929 DATUM)
TBM #2 BOAT SPIKE SOUTH SIDE OF A POWER POLE 13'± WEST
OF THE CENTERLINE OF SHELBORNE ROAD AND 11'± NORTH OF
THE CENTERLINE OF 126TH STREET.
ELEV. 917.30 (N.G.V.D. 1929 DATUM)
TBM #3 MAG NAIL WITH "TSC" RANDOM WASHER, NEAR DRIVE
RUNNING SOUTH FROM THE SOUTH LINE OF THE PROPERTY AT THE
WEST END OF ASPHALT DRIVE.
ELEV. 911.82 (N.G.V.D. 1929 DATUM)
Part of the East Half of the Northwest Quarter of Section 10, Township
18 North, Range 3 East in Clay Township, Hamilton County, Indiana,
described as follows:
Beginning at a point on the West line of the East Half of the Northwest
Quarter of Section 10, Township 18 North, Range 3 East that is 810.3
feet North of the Southwest corner of said East Half; thence North on
the West line of said East Half 1302.65 feet; thence East along a fence
line 1315.2 feet to an iron stake; thence South along a fence line
1413.7 feet to an iron stake; thence West along a fence line 644.2 feet
to an iron stake; thence South along a fence line 87.0 feet to an iron
stake; thence West along a fence line 385.7 feet to the place of
beginning, containing 42.7 acres, more or less.
30 \'T DIG BLI
"IT'S THE LAW"
INDIANA UNDERGROUND PROTECTION SERVICE, INC.
Call 1- 800 382 -5544
2 Working Days
Before You Dig.
SHEET NO.
PROJECT NO
W03 -0984
10
10
01