HomeMy WebLinkAboutAlbany Place Primary PlatTHIS INSTRUMENT PREPARED BY:
DENNIS D. OLMSTEAD
STOEPPELWERTH AND ASSOCIATES INC.
7965 EAST 106TH STREET
FISHERS, INDIANA 46038-2505
PHONE: (317) 849-5935
DEVELOPED BY:
DREES PREMIER HOMES, INC.
900 EAST 96TH STREET, SUITE 100
INDIANAPOLIS, IN 46240
PHONE: (317) 347-7300
CONTACT PERSON: TY RINEHART
146th STREET
LOCATION MAP
SCALE: 1 "=1000'
17077:] FT 175000 FT
-
lb
rANEI n•is
MAP
MAP SCALE 1' =1000'
w o fuw 3000
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FEET
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PANEL O30Ya
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FIRM
FOOD INSURANCE RATE MAP
•' ' SITE
11:1MILTItiCOUNTY,
1N IANA
AND INCORPORATED AREAS
_
Pa NEL 3060E D00
.oEt FOR FHN M1fIE�uvO,fil
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v�"0"u e.�--*r• wa wx.e. wn.n eFww
MAP NUMBER
180
feosrca¢ose
MAP REVISED
NOVEMRER IS, 2014
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FLOOD STATEMENT
This is to certify that NO portion of the property is located within a Special Flood Hazard Area (Zone AE)
as said property plots by scale on Community Panel No. 18057C 0205G of the Flood Insurance Rate Maps
dated November 19, 2014.
SITE DATA
LARGEST LOT
18,089 s .ft.
SMALLEST LOT
14,250 s .ft.
AVERAGE LOT SIZE
15,552 s .ft.
TOTAL LOTS
51
TOTAL ACRES
33.84 Ac.f
GROSS DENSITY
1.51 Lots/Ac.
TOTAL COMMON AREA
8.48 Ac f
PRESENT ZONING
S-1 - PUD
SUBMITTAL DATE
05/20/15
PRIMARY BUILDING SETBACKS
MIN. FRONT BUILDING LINE
25'
SIDE YARD/AGGREGATE
5' MIN./20' AGGREGATE
REAR YARD
20'
ACCESSORY BUILDING SETBACKS
(beyond 10' from primary building)
25' FROM FRONT OF BUILDING OR
MIN. FRONT BUILDING LINE
SETBACK LINE - WHICH EVER IS GREATER
SIDE / REAR YARD
5' FROM LOT LINE OR 3' FROM EASEMENT
ACCESSORY BUILDING SETBACKS
(within 10' of primary building)
25' FROM FRONT OF BUILDING OR
MIN. FRONT BUILDING LINE
SETBACK LINE - WHICH EVER IS GREATER
SIDE / REAR YARD
see PRIMARY BUILDING SETBACKS
INDEX
SHT.
DESCRIPTION
I
PRIMARY PLAT COVER
2-3
PRIMARY PLAT
4
PRIMARY PLAT DETAILS
5
PRIMARY PLAT LIGHTING AND SIGNAGE PLAN
L1-L5
PRIMARY PLAT LANDSCAPE PLAN
1
OPEN SPACE PLAN
REVISIONS
SHT.
DESCRIPTIONS
ALL
REV. PER TAC COMMENTS 7-6-15 GDK
ALL
REV. PLAN PER WETLAND STUDY 8-19-15 GDK
ALL
REV. PLAN PER SUB COMMITTEE MTG's 9-4-15 GDK
LEGEND
P.W.P.
- - - - - -
PROPOSED SUB SURFACE DRAIN
EXISTING POWER POLE
PROPOSED SEWER LINE; MANHOLE 'Oy "
EXISTING LIGHT POLE
} +
PROPOSED STORM SEWER LINE;
CURB INLET, MANHOLE & END SECTION
EXISTING ELECT. TRANSFORMER
E.T.
W
PROPOSED WATER LINE ❑
EXISTING ELECT. PEDESTAL
E.P.
o o o
EXISTING FLOW LINE 0
EXISTING ELECT. METER
E.M.
BEC
EXISTING BURIED ELECTRIC LINE -
EXISTING GUY WIRE
E
EXISTING OVERHEAD ELECTRIC LINES
EXISTING TELEPHONE POLE
BTC
EXISTING BURIED TELEPHONE LINE ❑
EXISTING TELEPHONE PEDESTAL
T.P.
T
EXISTING TELEPHONE LINE O
EXISTING TELEPHONE MANHOLE
BCTV
EXISTING BURIED CABLE T.V. LINE
EXISTING CABLE T.V. POLE
CTV
EXISTING CABLE T.V. LINE ❑
EXISTING CABLE T.V. PEDESTAL
TV.P.
GAS
EXISTING GAS LINE ®
EXISTING TRAFFIC SIGNAL POLE
W
EXISTING WATER LINE 'I'R
EXISTING TRAFFIC MANHOLE
- - - -
EXISTING SANITARY SEWER LINE; MANHOLE ❑
EXISTING TRAFFIC CONTROL BOX
T.C.B.
EXISTING SANITARY CLEANOUT
EXISTING GAS VALVE
' I)
®
EXISTING GAS METER
& KMINININEB'ER LINE; MANHOLE & ENDSECTION OM
EXISTING WATER METER
WV
EXISTING BEEHIVE OR ROUND INLET p4
EXISTING WATER VALVE
[]
EXISTING SQUARE FLAT INLET
EXISTING FIRE HYDRANT
x
EXISTING FENCE LINE o
M.B.
EXISTING MAILBOX
0
DESIGN SPEED
LEGEND
10
LOT NUMBER
D.E.
DRAINAGE EASEMENT
R.D.E.
REGULATED DRAINAGE EASEMENT
D.U.&S.S.E.
DRAINAGE UTILITY & SANITARY SEWER
EASEMENT
D.&U.E.
DRAINAGE & UTILITY EASEMENT
D.U.S.S.&L.M.A.E.
DRAINAGE UTILITY SANITARY SEWER &
LANDSCAPE MAINTENANCE ACCESS EASEMENT
L.&S.E.
LANDSCAPE & SIGNAGE EASEMENT
B.L.
BUILDING LINE
KIMBERLY S. BABB
C.A.
COMMON AREA
REVOCABLE TRUST
QUITCLAIM DEED
DENOTES HANDICAP RAMPS
INST.#2005-83484
NOTE: ALL STORM EASEMETS ARE REGULATED DRAIN EASEMENTS.
PRIMARY PLAT
ZONING: SI=PUD
GRAPHIC SCALE
120 0 60 120
( IN FEET )
1 inch = 120 ft.
C.A. 2
Q
O
04
STEVEN J. &
KIMBERLY S. BABB
O C)
PARCEL
#17-09-19-00-00-005.202
a
W
x
C.A. 2
JON R. & CYNTHIA A.
HASKELL
INST.#2003-123339
34
35 P4
O
U
P4
36 U
37
WILLIAM R. &
HENRIETTA L. LAMB
REVOCABLE LIVING TRUST
INST.#2000-15920
CONSTRUCTED
WETLAND 1
C.A. 3
LAKE I
26
33 1 32 1 31
C.A. 3
MERCER COURT
42 43
41
39
51 50 49 48
DESCRIPTION
A part of the Southwest Quarter of the Northwest Quarter of Section Twenty (20), Township
Eighteen (18) North, Range Three (3) East in Hamilton County, Indiana, more particularly
described as follows:
Beginning at the Southwest corner of the Northwest Quarter, aforesaid; run thence North 89 degrees TONY COOK TRUST
37 minutes 59 seconds East along the South line 1,326.23 feet to the Southeast corner of the QUITCLAIM DEED
Southwest Quarter of the aforesaid Northwest Quarter; thence North 00 degrees 03 minutes 54 INST.#2006-5437
seconds West along the east line thereof a distance of 1314.94 feet; thence South 89 degrees 36
minutes 39 seconds West 820.67 feet; thence South 00 degrees 05 minutes 21 seconds West parallel
to the west line of said Quarter Section a distance of 532.00 feet; thence South 89 degrees 23
minutes 30 seconds West 505.02 feet to a point on said West line of said Quarter Section; thence
South 00 degrees 05 minutes 21 seconds West along said west line a distance of 780.50 feet to the
place of beginning, containing 33.84 acres, more or less.
BENCHMARK INFO
BM DNR
DNR HAM 40 1989 NAVD 88 ELEV.=906.076
TBM #3
R.R. SPIKE SET PUP ON THE NORTH SIDE OF POWER POLE
074697. SAID POLE IS THE 4TH POLE EAST OF THE
INTERSECTION OF 146TH & SHELBORNE ON THE
SOUTHSIDE OF 146TH STREET. 1 ST POLE WEST OF
BUCKEYE GAS CROSSING.
ELEV.=914.51
ORMOND AVENUE
C.A. 2
DUANE COOK TRUST
QUITCLAIM DEED
INST.#2006-5436
45
47
25 24
U
MARSDALE a
COURT W
Q
27
30 1 29 1 28
MERCER DRIVE
9
10 U
1--I
a
8
1 1
C.A. 1CA
Q
7
12
W
z
6
13
C.A. 1
5 4 3 2
ORMOND AVENUE
C.A. 1
W. 141 ST STREET
DAVID E. &
AM C. BYBEE
INST.#2003-123339
LOMBARDO HOMES
OF INDIANA LLC
WARRANTY DEED
INST.#2014-15039
23
-8,
Al
yy�w.
22
Ile,
P,,y
"I4
21
4�'461,
20
�GS`b
� &
ro°
0 1,
19
°��
O� 4Y
18
THE TRAILS AT
HAYDEN RUN
INST.#200500069468
PLAr CABINET #3, SLIDE #748
17
16
1.5
ff
1
ROBERT L. &
HELEN P. STANLEY
INST.#2004-27816
GtP
SOILS MAP
SCALE: 1 " 1000'
Map Unit: Br - Brookston silty clay loam
Br--Brookston silty clay loam
This poorly drained soil has a seasonal high watertable above the surface or within 1.0 ft. and
is in depressions. Slopes are 0 to 2 percent. The native vegetation is water tolerant grasses
and hardwoods. The surface layer is silty clay loam and has moderate or high organic matter
content (2.0 to 5.0 percent). Permeability is moderately slow (0.2 to 0.6 in/hr) in the most
restrictive layer above 60 inches. Available water capacity is high (10.0 inches in the upper
60 inches).The pH of the surface layer in non -limed areas is 6.1 to 7.3. This soil is hydric.
Wetness is a management concern for crop production. This soil responds well to tile
drainage.
Map Unit: CrA - Crosby silt loam, 0 to 2 percent slopes
CrA--Crosby silt loam, 0 to 2 percent slopes
This is a somewhat poorly drained soil and has a seasonal high watertable at 0.5 to 2.0 ft. and
is on rises on uplands. Slopes are 0 to 2 percent. The native vegetation is hardwoods. The
surface layer is silt loam and has moderately low or moderate organic matter content (1.0 to
3.0 percent). Permeability is very slow (< 0.06 in/hr) in the most restrictive layer above 60
inches. Available water capacity is moderate (6.2 inches in the upper 60 inches).The pH of
the surface layer in non -limed areas is 5.1 to 6.0. Droughtiness and wetness are management
concerns for crop production. This soil responds well to tile drainage.
SUBDIVISION MONUMENTATION
A 5/8"x30" REBAR WITH CAP STAMPED "S&A FIRM #0008" SHALL BE SET AT ALL
LOT OR PARCEL CORNERS, INCLUDING BEGINNING AND ENDING OF CURVES
AND THE INTERSECTION OF LINES.
O DENOTES A 5/8"x30" REBAR WITH CAP STAMPED "S&A FIRM #0008".
DENOTES A 2" MAG NAIL WITH WASHER STAMPED "S&A FIRM #0008".
DENOTES A 4"x4"x36" LONG PRECAST CONCRETE MONUMENT WITH A CROSS
❑ CAST IN THE TOP, SET FLUSH WITH THE FINISH GRADE.
DENOTES A STREET CENTERLINE MONUMENT. EITHER AN "ALUMINUM
WELD", A 5/8" DIA. ALUMINUM ROD 12" LONG WITH 1-1/2" DIA. TAPERED
ALUMINUM CAP STAMPED "S & A INC. FIRM # 0008" AND HAVING A CUT "X" IN
TOP, SET FLUSH WITH THE FINISHED SURFACE COAT OR A 2" MAG NAIL,
TEMPORARILY SET FLUSH WITH THE INTERMEDIATE COAT (BINDER).
PEN
ADING •
ppV_ AL Ctiola
Not
PLANS PREPARED BY: F or Co"Stru
STOEPPELWERTH & ASSOCIATES, INC.
CONSULTING ENGINEERS & LAND SURVEYORS
7965 E. 106TH STREET, FISHERS, INDIANA 46038
PHONE: (317)-849-5935
FAX: (317)-849-5942
CONTACT PERSON: DENNIS D. OLMSTEAD
EMAIL: DOLMSTEAD@STOEPPELWERTH.COM
PLANS CERTIFIED BY: •.....
=aNo.10 ��v=
y 5/21/15 = 900012
DENNIS D. OLMSTEAD STATE OF
NDIAP-
PROFESSIONAL LAND SURVEYOR '�•,,o�p SUR��y°•`'
NO. 900012
Know what's below.
Call before you dig.
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THIS INSTRUMENT PREPARED BY:
DENNIS D. OLMSTEAD
STOEPPELWERTH AND ASSOCIATES INC.
7965 EAST 106TH STREET
FISHERS, INDIANA 46038-2505
PHONE: (317) 849-5935
DEVELOPED BY:
DREES PREMIER HOMES
900 EAST 96TH STREET, SUITE 100
INDIANAPOLIS, IN 46240
PHONE: (317) 347-7300
CONTACT PERSON: TY RINEHART
1'-0"
,L
TYPICAL ORMOND AVENUE CROSS-SECTION
NOT -TO -SCALE
NOTE: PAVING TO BE COMPLETED IN ONE PAVING SEASON
ALBANY PLACE
PRIMARY PLAT
2'-0" 2�_0��
7'-0" = 13'-0" — � 13'-0" 7'-0" 5'-0"
SIDEWALK 4" THICK SIDEWALK 4" TIICK
SLOPE I/4" FT. SLOPE 1/4" FT.
4" MIN. GRANULAR
MATERIAL
TEMPORARY SEEDING SHALL BE DONE
IN ACCORDANCE WITH SWPP WITHIN
THE STREET RIGHT-OF-WAY.
NOTE:
ALL PAVING IS TO BE COMPLETED IN
ONE PAVING SEASON.
The Contractor shall be responsible for verifying that all
state highways, city, and county permits have been obtained
by the developer prior to start of construction.
NOTE TO CONTRACTOR:
THE CITY OF CARMEL AND THE
HAMILTON COUNTY SURVEYOR'S
OFFICE REQUIRE DOUBLE WALL
HANCOR HI-Q SSD PIPE OR EQUAL
TO BE USED.
EARTH OR SIDEWALK SURFACE 1 /--- CONCRETE CURB OR CURB do GUTTER
,i. PAWMIIT-\
UNDERDRAIN TRENCH TO BE ASPHALT OR AGGREGATE
FLUSH WITH BACK OF CURB PER TYPICAL SECTION
INSTALL FILTER FABRIC ON
r• p
#8 WASHED AGGREGATE DOUBLE WALL PIPE, HANCOR
rlNmi�
L3'
Hi-Q, TYPE 4 PIPE OR EQUIVALENT
z PER SECTION 401.01 OF THE
STORM WATER TECHNICAL STANDARDS
SUBSURFA CE DRAIN
NO SCALE
NOTES:
PIPE SHALL CONFORM TO SPEC REQUIREMENTS
OF SECTION 718 OF STANDARD SPECIFICATION
INSTALLATION REQUIRED: BOTH SIDES OF PAVEMENT
AND WHERE REQUESTED BY THE CITY ENGINEER
CITY OF CARMEL STANDARDS STANDARD
DRAWING
SUBSURFACE DRAIN 10-9
I Y FIL;AL N I FLEE I UXUSS-Sh C I IVN
NOT -TO -SCALE
NOTE: PAVING TO BE COMPLETED IN ONE PAVING SEASON
1.5" HMA #11 SURFACE
2" HMA #8 BINDER
3" HMA #5D BASE
7" #53 COMPACTED STONE
PAVEMENT COMPOSITIONS
INTERIOR PUBLIC STREETS
(T.Y.P.)
NOT -TO -SCALE
KULL k-U" K lUU 11hX
TYPE
S.S.D. TO BE INSTALLED
UNDER CURB BOTH SIDES
OF STREET
SIDEWALK NOTE:
1. ALL TRANSVERSE JOINTS SHALL BE TOOLED OR
SAWCUT JOINTS 1/4 THE THICKNESS OF THE
CONCRETE SIDEWALK.
2. WALKS ACROSS DRIVEWAYS SHALL BE 6" OR THE
THICKNESS OF THE PROPOSED DRIVEWAY WHICHEVER
IS THICKER.
ZONING: SI=PUD
1'-0"
1.5" 165 lbs/syd QC/QA-HMA-SMA, 3, 70-22, SURFACE, 9.5mm
2.5" 275 lbs/syd QC/QA-HMA, 3, 70-22, INTERMEDIATE, 19.Omm
4" 4401bs/syd QC/QA-HMA, 3, 64-22, BASE, 19.Omm
3" 300 lbs/syd QC/QA-HMA, 5, 76-22, INTERMEDIATE, OG 19.Omm
4" 4401bs/syd QC/QA-HMA, 3, 64-22, BASE, 19.Omm
SUBGRADE TREATMENT (TYPE I)
PAVEMENT COMPOSITIONS
IN R/W 146th STREET
(T.Y.P.)
NOT -TO -SCALE
NOTE:
1. ALL ONSITE WATERMAIN SHALL BE 8"
DUCTILE IRON UNLESS OTHERWISE NOTED.
24"
C-)
3" TOP SOIL 18" RADIUS
FT-1
79
.e
O
CLASS A
•f+
]�
COMPACTED,/��/j : '`• CONCRETE `n
BACKFILL
C
�
r
CONCRETE POLL CURB & GU T TER
--H
rri
NO SCALE
NOTES: INTEGRAL CURB WITH CONCRETE PAVEMENT AND/OR SIDEWALK SHALL BE SIMILAR SHAPE
C!)
ALL WORK ASSOCIATED WITH THE INSTALLATION OF THIS CURBING
SHALL CONFORM TO THE LASTEST REVISION OF THE CITY OF CARMEL
CONCRETE CURB POLICY,
CD
D
a
MIN. SLOPE SHALL BE THAT SLOPE NECESSARY TO
Q)
CONVEY DESIGN STORM AND KEEP WATER IN EASEMENT
O
EXISTING GRADE
3 �MAX) PROPOSED 3
1 GRADE_
G
Ln
IIIm I-
F_77
,
I1 III II � I III III
Q
i
n
mmUNDERCUT SWALE BY 0.2'
INSTALL FILTER FABRIC —"""TO
ALLOW FOR FUTURE SILTING
ON PERIMETER OF
Q
ry
TRENCH AND OVERLAP PIPE SHALL CONFORM TO SPEC REQUIREMENTS
AT SUBGRADE LEVEL OF SECTION 907 OF STANDARD SPECIFICATION
#8 WASHED AGGREGATE y 3'
DOUBLE WALL PER 401.01 OF THE STORM WATER
TECHNICAL STANDARDS MANUAL
TYPICAL SWALE DETAIL (LESS THAN 1% MINIMUN SLOPE)
NO SCALE
/)
d
7
I
� �
Iv
�
TPER SECTION 8.09 OF SUBDIVISION CONTROL
ORDINANCE
NOTE:
z
JOINTS SHALL BE CUT
z
Uj
p
WITH A JOINTER HAVING
o
A p
Cr p
J
RADIUS OF 1/4" AND FILLED
o w
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Z
WITH JOINT FILLER.
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b
a"
Z it
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j B- F-
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W
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y
<
6'-0" MAXIMUM DISTANCE CR
WIDTH OF WALK IF
LESS THAN 6'-0" BETWEEN
TRANSVERSE JOINTS F-
O
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48' BETWEEN EXPANSION JOINTS
(MAX.)
^.{' '1.'�'tw`S:;S.,y .+.,
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71
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PREPARED SUBGRADE COMPACTED IN ACCOR
ANCE
OWITH
SECTION 207.02 OF STANDARD INDOT SPECS.
o
CONCRETE SIDEWALK
NO SCALE
NOTES:
BROOM FINISH AND EDGED
CLASS 'A' CONCRETE
0
6" DEPTH OF CONCRETE TO BE USED ACROSS DRIVES
D
4-
IF AGGREGATE IS REQUIRED #53 STONE WILL BE USED AT
A MINIMUM OF 4"
PATH WIDTH
C
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—_—: --
__ --- — —
4
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C1j
PREPARED SUBGRADE COMPACTED IN ACCORDANCE
WITH SECTION 207.02 OF STANDARD INDOT SPECS.
_
BI TUMINOUS RECREA TIONAL PA TH
NO SCALE
Q1 1" - 110#/SYD. HMA BITUMINOUS SURFACE 9,5 mm ON
3• - 330#/SYD. HMA BITUMINOUS INTERMEDIATE 19.0 mm ON
c�
5" COMPACTED AGGREGATE 453 STONE ON I
Q
a
COMPACTED SUBGRADE
7u
WIDTH OF RECREATIONAL ASPHALT PATH AS DESIGNATED BY CARMEL ALTERNATIVE TRANSPORT0H PLAN
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SECTION:
TOWNSHIP:
RANGE:
20
18N
R3E
DRAWN BY:
CHECKED BY:
HAM
GDK
SHEET NO.
4
OF 5 SHEETS
S&AJOB NO.
44885DRE
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to to
THIS INSTRUMENT PREPARED BY:
DENNIS D. OLMSTEAD
STOEPPELWERTH AND ASSOCIATES INC.
7965 EAST 106TH STREET
FISHERS, INDIANA 46038-2505
PHONE: (317) 849-5935
DEVELOPED BY:
DREES PREMIER HOMES
900 EAST 96TH STREET, SUITE 100
INDIANAPOLIS, IN 46240
PHONE: (317) 347-7300
CONTACT PERSON: TY RINEHART
GRAPHIC SCALE
NOTE: PLEASE REFER TO SHEET
ONE FOR GENERAL NOTES, THE 50 0 25 50
LEGEND, THE CURVE TABLE AND
THE DEFINITIONS OF SYMBOLS
AND ABBREVIATIONS.
PLEASE REFER TO SHEET 3 FOR ( IN FEET
CURVE TABLES.
1 inch = 50 ft.
EXISTIN D.E.
STR. No. 2014 15099°\
N Cor. S. W. 1 N. W. 114
Sec. 0-TISN-R3
Ca1c or. No Mon Set
ALEIAN"Y PLACE
PRIMARY PLAT
ZONING: SI=PUD
\
WILLIAM R. &
HENRIETTA L. LAMB
\
VOCABLE LIVING TRUST
OUTLET
Ex1STING E.
-STR. No. 2014015 9
T.#2000-15920
_
-
000�
-
908.78
-
Nortfi me, S.W. 114, N.W. 114, Sec. 2 T18N-R3E
393.66' 10' T.P.E.
_- 01
CURVE TABLE
CURVE
LENGTH
RADIUS
TANGENT
CHORD BEARING
CHORD
DELTA
C1
21.99'
14.00'
14.00'
N45°22'01"W
19.80,
90,00,001,
C2
11.00,
7.00'
7.00'
N44°37'59"E
9.90,
90,00,001,
C3
31.42'
20.00'
20.00'
S45022'01"E
28.28'
90000,001,
C4
31.42'
20.00'
20.00'
N44°37'59"E
28.28'
90,00,001,
C5
21.99'
14.00'
14.00'
N44037'59"E
19.80,
90000,001,
C6
11.00,
7.00'
7.00'
S45°22'01"E
9.90,
90,00,001,
C7
31.27'
20.00'
19.85'
N45009'04"W
28.18'
89034'05"
C8
31.57'
20.00'
20.15'
S44°50'56"W
28.39'
90°25'55"
C9
31.27'
20.00'
19.85'
N45009'04"W
28.18'
89°34'05"
C10
31.57'
20.00'
20.15'
S44°50'56"W
28.39'
90°25'55"
C11
35.01'
50.00'
18.26'
S20°25'36"E
34.30'
40°07'09"
C12
49.88'
52.00'
27.04'
S13000'29"E
47.99'
54°57'22"
C13
46.51'
52.00'
24.94'
S40°05'26"W
44.97'
51°14'28"
C14
42.67'
52.00'
22.62'
N89013'12"E
41.48'
47001'05"
C15
44.44'
52.00'
23.68'
N42°47'08"W
43.10'
48°58'15"
C16
52.69'
52.00'
28.86'
N10043'34"E
50.46'
58003'08"
C17
35.01'
50.00'
18.26'
N19°41'33"E
34.30'
40°07'09"
C18
31.42'
20.00'
20.00'
N45003'54"E
28.28'
90,00,001,
C19
31.42'
20.00'
20.00'
N44°56'06"W
28.28'
90°00100"
C20
35.01'
50.00'
18.26'
N20007'28"E
34.30'
40007'09"
STEVEN J. &
KIMBERLY S. BABB
REVOCABLE TRUST
QUITCLAIM DEED
INST.#2005-834;84--
CURVE TABLE
CURVE
LENGTH
RADIUS
TANGENT
CHORD BEARING
CHORD
DELTA
C21
51.43'
52.00'
28.04'
NI1050'52"E
49.36'
56040'22"
C22
53.85'
52.00'
29.62'
N46°09'13"W
51.47'
59°19'48"
C23
30.07'
52.00'
15.47'
S87036'58"W
29.65'
33007'50"
C24
57.47'
52.00'
32.07'
S39°23'17"W
54.59'
63°19'32"
C25
43.36'
52.00'
23.03'
S16009'52"E
42.12'
47046'47"
C26
35.01'
50.00'
18.26'
S19°59'41"E
34.30'
40°07'09"
C27
31.42'
20.00'
20.00'
N44°56'06"W
28.28'
90,00,001,
C28
31.42'
20.00'
20.00'
N45°03'54"E
28.28'
90000,001,
C29
35.01'
50.00'
18.26'
S69°52'32"E
34.30'
40°07'09"
C30
21.20'
52.00'
10.75'
S61029'43"E
21.05'
23021'32"
C31
76.79'
52.00'
47.33'
N649 F07E
70.00'
849647"
C32
47.65'
52.00'
25.65'
S4002'28"E
46.00'
52030'24"
C33
69.34'
52.00'
40.92'
N68°29'42"W
64.32'
76°24'03"
C34
21.20'
52.00'
10.75'
S61037'31"W
21.05'
23021'32"
C35
35.01'
50.00'
18.26'
S70°00'19"W
34.30'
40°07'09"
JON R. & CYNTHIA ,
HASKELL
ST.42003-123339
I
98.0 ' 150.00'-
10' FER EASE NT
a C.A.#2
119,7 sq.ft.
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34 I� o
y�5 I 15,59 sq. N -,d -
r-2 916 rp
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15,000 sq.ft.
EXISTING D E.
- INSTR. No. 2014 5099
- 10' T.P.E. 11.00' 150.00' 10' UFFER EASEME
- 9r
20' D.&U.E. -20 D.& E. 9
10B.M.P.E. 6' ASPHALT PATH
30
0
- oo I 23
/ o 25 006
N Ao Q N ua 18,089 sq.ft.
I O
919 0 15,339 sq.ft. 24 a
z M.L.A.G. = 915.4 16,181 sq.ft. a I 46
aOld
918
O
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35' B.L. 150.00'
CO STRUCTED WETLAND #1 BMP H o
9 43,926 sq.ft. N 16�9 12 S89°56'06"E
16 NO POOL = 911.00
TOP O ANK = 915.00 SD_\ 3S o1' 40.2T ^�~
9J 2 YEAR E = 911.03 °62°4216 \ 9j9
I J 10 YEAR ELEV. _
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S LWAY ELEV. = 913.50 I 22
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V� 2 p
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NO AL POOL = 909.5 15,000 sq.ft.
OP O ANK - 915.00 w 27
rn ua
TYEAR LEV. = 911.37 c, - 17,223 sq.ft.
\ \ 10 YE LEV. = 912.84 M N 26 N
100 YE ELEV. = 913.33 ° ; 15,908 sq.ft.
\ SPILL AY ELEV. = 912.50 M.L.A.G. = 915.4 o N o
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95.00' 95.00' \ 95.00' 100.0 ' 100.00, 110.00'
15' R.D.E. 15' R.D.E 20' T.O.1�. 15' R.D.E. 15' R.D.E. S89°56'06"E
15' R.D.E.
W
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15,000 sq.ft.
0 32 915 Mo
31 Mo
30 Mo
29 Mo
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14,250 sq.ft. c
15, 0 sq.ft. o
15,000 sq.ft. °oo
16,414 sq.ft.
M.L.A.G. = 915.4
M.L.A.G. = 915.4
M.L.A. = 915.4 voi
M.L.A.G. = 915.4 coi
M.L.A.G. = 915.4
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150.00' �
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95.00' 100.00,
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MERCER COURT
129.85' 46.00' 12� 130.15' �1 �� 12 5'
4 r 20' D.&U.E. �� * �ti 20' D.
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185,199 sq.ft. 20' D.U.&S
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55.78' VAR. L.M.A.E.&P.A.E 95.00' 95.00'
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THIS INSTRUMENT PREPARED BY:
DENNIS D. OLMSTEAD
STOEPPELWERTH AND ASSOCIATES INC.
7965 EAST 106TH STREET
FISHERS, INDIANA 46038-2505
PHONE: (317) 849-5935
DEVELOPED BY:
DREES PREMIER HOMES
900 EAST 96TH STREET, SUITE 100
INDIANAPOLIS, IN 46240
PHONE: (317) 347-7300
CONTACT PERSON: TY RINEHART
GRAPHIC SCALE
NOTE: PLEASE REFER TO SHEET
ONE FOR GENERAL NOTES, THE 50 0 25 50
LEGEND, THE CURVE TABLE AND
THE DEFINITIONS OF SYMBOLS
AND ABBREVIATIONS.
PLEASE REFER TO SHEET 3 FOR ( IN FEET
CURVE TABLES.
1 inch = 50 ft.
STEVEN J. &
KIMBERLY S. BABB
REVOCABLE TRUST
QUITCLAIM DEED
INST.#2005-8304�
STEVEN J. &
KIMBERLY S. BABB
PARCEL
#17-09-19-00-00-005.20
98.0� 10' U FER EASE NT
C.A.#2
<' 119,7 sq.ft.
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185,199 sq.ft. 20' D.U.&S.S.E. 20' D.U.&S.S.E. 20' D.U.&S.S.E.
s
AL
f 55.78' VAR. L.M.A.E.&P.A.E 95.00' 95.00' 95.00' 100.00, 100.00, 90.00,
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W. 141 ST TREET
ROBERT L. &
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DENNIS D. OLMSTEAD
STOEPPELWERTH AND ASSOCIATES INC.
7965 EAST 106TH STREET
FISHERS, INDIANA 46038-2505
PHONE: (317) 849-5935
DEVELOPED BY:
DREES PREMIER HOMES N"f 13 C
900 EAST 96TH STREET, SUITE 100
INDIANAPOLIS, IN 46240 F"
PHONE: (317) 347-7300
CONTACT PERSON: TY RINEHART
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[� 42 43 10 17 NOTE: ALL TRAFFIC CONTROL SIGNS (STOP,
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S&AJOB NO.
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