HomeMy WebLinkAbout09060012-13 Blackwell Park, Primary Plat, pg ACURVE DATA TABLE
CURVE
DELTA
ANGLE
RADIUS
ARC
LENGTH
CHORD
DIRECTION
CHORD
LENGTH
TANGENT
Cl
51'55'27"
50.00'
45.31'
N4025'22 "W
43.78'
24.35
C2
80'38'39"
50.00'
70.38'
S25'51'41 "W
64.71'
42.44
C3
83'33'52"
50.00'
72.92'
S24'52'40 "E
66.63'
44.68
C4
49'33'15"
50.00'
43.24'
S41'40'54 "W
41.91'
23.08'
C5
115'28'10"
65.00'
131.00'
N00'17'58 "W
109.93'
102.96'
C6
37'08'49"
65.00'
42.14'
S38'49'58 "E
41.41'
21.84'
C7
59'46'24"
65.00'
67.81'
N27'40'10 "E
64.78'
37.36'
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BY GRAPHIC PLOTTING ONLY, THE TRACT OF LAND,
TO ITS ENTIRETY, DESCRIBED HEREON LIES WITHIN
ZONE "X" (AREAS DETERMINED TO BE OUTSIDE
THE 0.2% ANNUAL CHANCE FLOODPLAIN) AS
PLOTTED BY HAND ON THE FEDERAL EMERGENCY
MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP
FOR HAMILTON COUNTY, INDIANA, COMMUNITY
PANEL NO. 18057CO226 F, WHICH BEARS AN
EFFECTIVE DATE OF FEBRUARY 19, 2003, AND
PANEL 1800810226. PANEL NOT PRINTED PER
FEMA.
e
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5' FC -FC
N00196'02" W 610'
1.2'
z
W
z
40' R/W
r
0)
LC)
GRAVEL DRIVE
DUE Sc SYS
-15' DUE SYS
145.45!
15' DUE SYS
LOT 2
0.193±ACS.
(8,427.92; sq. ft.)
M.E.P.G. 842 :07
145.17'
30' R/W
1 DUE SYS i t
I c I
wl o LOT 8
Ely N 0.189± ACS. t
(8,216.52 sq ft.) 1
I_. M.E.P.G. 842.07
I ti
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G5_SYS I
L_ -T s ew
137.09' I )1.
COMMON AREA
0.344± ACS.
(14,993.05 sq. ft.)
M.E.P.G. 842.07
PROPOSED DETENTION POND
VOLUME PROVIDED 0:73 AC, FT
TOP OF BANK ELEV. 841.00
100 -YEAR ELEV. 840.07
EMERGENCY SPILLWAY
1,OT UNE
LD
"I
4' CONC.
IF SIDEWALK
E- 0
W
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LOT 41
C. T. BLACKWELL
INST. #2008045913
WOODED
AREA
IN NW CORNER NW i
SEC. 30, T18N, R4E
PK NAIL FOUND
THIS PLAT WAS PREPARED FROM INFORMATION
OBTAINED FROM AN ALTA LAND TITLE SURVEY
PERFORMED BY BRADY KUHN, REGISTERED LAND
SURVEYOR NO. 20500007, WITH WEIHE ENGINEERS AS
JOB NUMBER W090233, DATED MAY 19TH, 2009.
THEREFORE, THE PROPERTY IS SUBJECT TO ANY
OVERLAPS, GAPS, OP. OTHER INCONSISTENCIES THAT
SAID ALTA SURVEY MIGHT REVEAL.
SW CORNER NW i
SEC. 30, T18N, R4E
BRASS PLUG FOUND
LOT 43
HODGIN
INST. #200300122435
EXISTING HOUSE
S89 °45'40 "W 145.00'
WOODED AREA
LOT 42
BLACKWELL, TRUSTEES
INST. #2006000001436
LOT 75
C. T. BLACK WELL
INST. #2008045913
N89'45'40 "E 145.
LOT 74
C.T. BLACKWELL
INST. #2008045913
LOT 23
ASPHALT
r.
16.5' ALLEY
PER PLAT
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0
0
03
LO
5.
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0
N
L
PARCEL "C"
(M.B. 153, R. 453)
SCOTT
INST. #2008020794
c5T YS
LOT 5
O.1,94± ACS.
(8,467.88 sq. ft.)
M.E.P.(. 842.07
L 10')UE SYS
,%117
33.6'
12'x16' MINI -BARN
l/
T
146.31'
LANDSCAPE BUFFER SYS
WOODED
LOT1
0.193.... -ACS.
4; -38 T68 sq. ft.)
M.E.P.G. 842.07
WOODED AREA
_Z5' SYS
S89 45'40 "W 145.00'
C. T. BLACKWELL
INST. #2008045915
OPEN -WIRE FENCE
i89ai'40"14
TREET N.E. (GRAY ST.
W
x
W
N89'45'40"E 1262.00'
BLACKWELL PARK
PRIMARY PLAT
(REPEAT OF LOTS 69, 70, 71 OF C.W. WIEDLER'S SUBDIVISION)
D.E. WILKINSON'S
FIRST ADDITION TO CARMEL
D.B. 96, P. 34
0
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0
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10118'02 "E
21.44'
REPLAT OF LOTS 67 68
i C.W. WIEDLER'S
SUBDIVISON
D$. 153, P. 452 -453
PARCEL B
153, P. 453)
N89'45'40 1 322.50'
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GREENWOOD
INSt• #9511961
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I
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of
0
136.19
0' LANDSCAPE BUFFER SYS
L. 5 SYS
108.59'
SYS
I
LOT 7
0.175± ACS.
(7,633.36 sq. ft.)
M.E.P.G. 842.07
X 15' DUE SYS
PARCEL "A"
N.B. 153, P. 453)
GREENWOOD
D.B. 303, P. 138
LOT 6
0.186± ACS.
(8,096.59 sq. ft.)
M.E.P.G. 842.07
WOODED
LOT 25
S89'45'40 W 147.60'
C.T. BLACK WELL
INST. #2008052158
u x
S89 °45'40 "W 147.91'
LOT 16A
J.W. MOFFETT
INST. #2007015204
D.E. WILKINSON'S
REPLAT OF LOTS 15, 15 AND 25
AND THAT PORTION OF VACATED 3rd STREET
IN D.E. WILKINSON'S
FIRST ADDITION TO CARMEL
P.C. 4, SLIDE 250
INST. #2007 -8792
0 0
S:
0.
0
N
0
0
N.
113
0
N
0
0
0
i
0
a;
N
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10' STRIP
PER PLAT
(PURPOSE IS
UNKNOWN)
N
0
0
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t
t
LOT 12
D.H. CRAIL
INST. #200500004949
CARMELWOOD
D.B. 136, P. 365
LOT 13
W.E. B.S. DUNN
D.B. 338, P. 906
I
t
_t .i
189'45'40"W 10.00'
Y I \14
s
tS� f° 8
t
LOT 15
T.J. F.A. WEIGELL
INST. #90 -13331
CALLED AS THE E. LINE
W.3N.W.
30 -18 -4 ON PLAT OF
D.E. WILKINSON'S FIRST ADDITION
90'12'0"
L
GENERAL NOTES
1. ALL STORM SEWER SIZES AND CAPACITIES SHALL CONFORM
TO THE CITY OF CARMEL STORMWATER TECHNICAL
STANDARDS.
2. ALL SANITARY SEWER MAINS SHALL BE 8 "0 SDR35 PVC AND
CONFORM TO THE REQUIREMENTS ESTABLISHED BY THE
OPERATING AUTHORITY.
3. THE PROPOSED WATER MAIN SHALL CONSIST OF 6 "0 DUCTILE
IRON AND SHALL CONFORM TO ALL NECESSARY
REQUIREMENTS ESTABLISHED BY THE OPERATING AUTHORITY.
\V/1\ ..0,..\ 1
C LiJe ci CP' 10
A PART OF THE SOUTHEAST QUARTER (1/4) OF SECTION
19, TOWNSHIP 18 NORTH, RANGE 4 EAST, HAMILTON
COUNTY, INDIANA.
0
PCWERPOLE
GUY WIRE ANCHOR
LIGHT POLE
TELEPHONE RISER
GA .S VALVE
WATER VALVE
WATER METER
POST /BOLLARD
Q TRAFFIC SIGNAL MANHOLE
ROUND STORM INLET
I TRAFFIC SIGNAL POLE
SQUARE STORM INLET
O REBAR FOUND
RYS
SYS
DUE
FYS
ACS.
sq. ft.
R/W
30
0
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DEVELOPER
x
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UPTCWN PARTNERS, LLC
255 3RD AVE NE
CARMEL, IN 46032
PHONE: (317) 966 -2023
CONTACT: JUSTIN MOFFETT
O
30
SCALE: 1" 30'
EXISTING LEGEND
PROPOSED LEGEND
oil FIRE HYDRANT
ri WATER BEND
WATER VALVE
1r PLUG
O SANITARY MANHOLE
CONCRETE SIDEWALK
ASPHALT PAVEMENT
I'
DELINEATED WETLAND
REAR YARD SETBACK
SIDE YARD SETBACK
FRONT YARD SETBACK sm
DRAINAGE UTILITY EASEMENT
ACRES
SQUARE FEET
RIGHT -OF -WAY
PE PE
PG
CTV
PG
CTv
PW PW
8
60
DRAINAGE SWALE
DEVELOPMENT DATA SUMMARY
CURRENT ZONING:
R-2
FRONT YARD SETS.A(KS: 20'
SIDE YARD SETBACKS: 5'
REAR YARD SETBACKS: 20'
ALL SETBACKS SHALL BE ESTABLISHED FROM THE
R /W.
TOTAL NUMBER OF LOTS:
TOTAL RIGHT OF WAY
FOR COMMON USE:
TOTAL DEVELOPMENT AREA:
TOTAL DEVELOPMENT AREA w/o R /W:
BENCHMARK INFORMATION
BENCHMARK RUN IN FROM RAILROAD SPIKE SET IN U11UTY POLE #69 -929
NEAR N.E. CORNER OF LOT 3 IN ORIGINAL TOWN OF BETHLEHEM, NOW CARMEL.
ELEV 838.69 (NAVD88)
SET FOR WEI JOB #W07O798. PREVIOUSLY ESTABUSHED BY GPS OBSERVATIONS
AS SUBMITTED TO NGS THROUGH THE ON -LINE POSITIONING USER SERVICE
(OPUS)
SURVEYOR
CROSSROAD ENGINEERS, PC
3417 SHERMAN DR.
BEECH GROVE, IN 46107
PHONE: (317) 780 -1555
FAX: (317) 780 -6525
CONTACT: TRENT NEWPORT
CONTOURS
EASEMENT
RIGHT -OF- -WAY
EDGE OF PAVEMENT
DITCH
FENCE
ELECTRIC LINE
GAS LINE
OVERHEAD TELEPHONE LINE
OVERHEAD ELECTRIC
WATER LINE
TREES BUSHES
RIGHT -OF -WAY MARKER
5/8" DIAMETER REBAR FOUND W /CAP
MARKED "WEIHE ENGR 0012"
RIGHT -OF -WAY
PROPERTY LINE
EDGE OF PAVEMENT
SETBACK UNE
ELECTRIC LINE
GAS LINE
CABLE TELEVISION LINE
WATER LINE
SANITARY SEWER
STORM SEWER
0.710 AC.
2.214 AC..
1.504 AC.
OWNER
CHRISTOPHER BLACKWELL
240 E. CUNNINGHAM ST.
MARTINSVILLE, IN 46151
PHONE: (765) 318 -1383
SHEET
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