HomeMy WebLinkAbout07020014 Westmont Section 4 Preliminary Plat dated 2/2/2007THIS INSTRUMENT PREPARED BY:
DENNIS D. OLMSTEAD
STOEPPELWERTH AND ASSOCIATES INC.
7965 EAST 106TH STREET
FISHERS, INDIANA 46038
PHONE: (317) 849 -5935
THIS INSTRUMENT PREPARED FOR:
PLATINUM PROPERTIES L.L.C.
9757 WESTPOWT DRIVE
SUITE 600
INDIANAPOLIS, INDIANA 46256
CONTACT: KEN BRASSEUR
PHONE: (317) 863 -2056
GRAPHIC SCALE
0 50 100 200
( IN FEET )
1 inch = 100 ft.
SITE DATA
LARGEST LOT
35,591 s .ft.
SMALLEST LOT
15,311 s .ft.
AVERAGE LOT SIZE
19 172 sq. ft.
TOTAL LOTS
28
TOTAL ACRES
20.3 Act.
GROSS DENSITY
1.38 U A
TOTAL COMMON AREA
4.598 Ac.t
PRESENT ZONING
S -1
SUBMITTAL DATE
2/2/07
KAY -25 -2005 RED11.'33 AM CITY OF CnYTEL FAX ID..3117 571 2430 P. 41
Prope" lin-
Bock Of Cvrb = S X'-C" ir. !'-L'•
a� orn Slapg ��IL
Uin 3 T C . -.• :40 Sidewslk 4• Top Sall
x �ac:cfiii Prtpored Sua�rade
TYPICAL SIDEWALK SECTION
N0T TO SCALE
THE SPACE BEHIND THE CUR8 SHALL BE FILLED WITH SUITABLE
MATERIAL TO THE REOUIRED ELEVATION AND COMPACTED IN LAYERS
NOT TO EXCEED 6" IN DEPTH.
SUBGRADE OR BASE UNDER ALL CURBS, SIDEWALKS, AND DRIVES
SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF
THE STANDARD SPECIFICATIONS.
LEGEND
10
LOT NUMBER
D.E.
DRAINAGE EASEMENT
D.U. &S.E.
DRAINAGE UTILITY & SEWER EASEMENT
D.U. &S.S.E.
DRAINAGE UTILITY & SANITARY SEWER EASEMENT
D. &U.E.
DRAINAGE & UTILITY EASEMENT
D.U.S.S.E. &L•M.A.E.
DRAINAGE UTILITY SANITARY SEWER EASEMENT &
1
LANDSCAPE MAINTENANCE ACCESS EASEMENT
C.E.
CONSERVATION EASEMENT
B.L.
BUILDING LINE
C.A.
COMMON AREA
N.A.E.
NON- ACCESS EASEMENT
R.D.E.
REGULATED DRAIN EASEMENT
L.E.
LANDSCAPE EASEMENT
S.L.E.
SIGN AND LANDSCAPE EASEMENT
T.P.E.
TREE PRESERVATION EASEMENT
KAY -25 -2005 RED11.'33 AM CITY OF CnYTEL FAX ID..3117 571 2430 P. 41
Prope" lin-
Bock Of Cvrb = S X'-C" ir. !'-L'•
a� orn Slapg ��IL
Uin 3 T C . -.• :40 Sidewslk 4• Top Sall
x �ac:cfiii Prtpored Sua�rade
TYPICAL SIDEWALK SECTION
N0T TO SCALE
THE SPACE BEHIND THE CUR8 SHALL BE FILLED WITH SUITABLE
MATERIAL TO THE REOUIRED ELEVATION AND COMPACTED IN LAYERS
NOT TO EXCEED 6" IN DEPTH.
SUBGRADE OR BASE UNDER ALL CURBS, SIDEWALKS, AND DRIVES
SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF
THE STANDARD SPECIFICATIONS.
G ND
RADIUS
2' -0"
15' -0"
i
DENOTES PAVEMENT RESURFACING
it D
}�
.,
. 2
Spncing Betweel
r is
EXISTING POWER POLE
PVT S \.
} ` '
DENOTES PAVEMENT WIDENING
1
EXISTING LIGHT POLE
>
176.03'
Shat Not Exceed
EXISTING ELECT. TRANSFORMER
D
DENOTES HANDICAP RAMPS
E.T.
SECTION "B " — "B"
2 H.A.C. #8 BINDER
108.09'
►`
EXISTING ELECT. PEDESTAL
— —
PROPOSED SUB SURFACE DRAIN
E•a
234.43'
148.81'
211.29'
{�
EXISTING ELECT. METER
C--5
PROPOSED 4 "X4' CONC. MONUMENTS
E•t•t.
51.85'
102.19'
--
---3
EXISTING GUY WIRE
Aft
PROPOSED SEWER LINE; MANHOLE
18.44'
36.73'
SO4'49'1 3 "W
10'32'18"
DaS11NG TELEPHONE POLE
El- _ — +
PROPOSED STORM SEWER LINE;
w
----
SSD UNDER STONE
CURB INLET, MANHOLE & END SECTION
T.P.
EXISTING TELEPHONE PEDESTAL
W
PROPOSED WATER LINE
SECTION
EXISTING TELEPHONE MANHOLE
->
EXISTING FLOW LINE
�--1
EXISTING CABLE T.V. POLE
.�.
EXISTING BURIED ELECTRIC LINE
-ry p[3
EXISTING CABLE T.V. PEDESTAL
� Cp
EXISTING OVERHEAD ELECTRIC LINES
EXISi1NG TRAFFIC SIGNAL POLE
B (^,
EXISTING BURIED TELEPHONE LINE,
4d
EXISTING TRAFFIC MANHOLE
a r�_
LL_
V)
LL_
T
EXISTING TELEPHONE LINE
L
EXISTING TRAFFIC CONTROL BOX
-- ;rN /
EXISTING BURIED CABLE T.V. LINE "'9�
EXISTING GAS VALVE
1✓Tr
EXISTING CABLE T.Y. LINE
! ^ •
EXISTING GAS METER
J
U
z
LJ.J
ajtiy
00
O
I.—
u
EXISTING GAS LINE
�1
EXISTING WATER METER
ZN
EXISTING WATER LINEY�`
#
EXISTING WATER VALVE
--sl�• --° ----
EXISTING SANITARY SEWER LINE; MANHOLE
;
EXISTING FIRE HYDRANT
I v j
EXISTING SANITARY CLEANOUT
W
EXISTING MAILBOX
EXISTING STORM SEWER LINE; MANHOLE & ENDSECTION
EXISTING CURB INLET
�1
EXISTING BEEHIVE OR ROUND INLET
EXISTING SQUARE FLAT INLET
X
EXISTING FENCE LINE
KAY -25 -2005 RED11.'33 AM CITY OF CnYTEL FAX ID..3117 571 2430 P. 41
Prope" lin-
Bock Of Cvrb = S X'-C" ir. !'-L'•
a� orn Slapg ��IL
Uin 3 T C . -.• :40 Sidewslk 4• Top Sall
x �ac:cfiii Prtpored Sua�rade
TYPICAL SIDEWALK SECTION
N0T TO SCALE
THE SPACE BEHIND THE CUR8 SHALL BE FILLED WITH SUITABLE
MATERIAL TO THE REOUIRED ELEVATION AND COMPACTED IN LAYERS
NOT TO EXCEED 6" IN DEPTH.
SUBGRADE OR BASE UNDER ALL CURBS, SIDEWALKS, AND DRIVES
SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF
THE STANDARD SPECIFICATIONS.
Tooted Or Szwtd Joints i Thick ness
• t _ ', , ` ` ': .: , Class "J Concrete .' •. ::. • ; .
4- Minimum
S;dewolk Bu ;lt 1lt? Drivewcys Snail Have k(iirimum Thickness
Of 17 Or Thickness Of Onvewcy Which EYer Fs Greotee.
G
CONCRETE SIDEWAL K
NOT TO SCALE
CITY OF CAR1IEL STANDARDS
SIDEWALK DETAILS RMSED_ —,
rIGURE
10 -14
10' ASPHALT PATH
SLOPE ASPHALT PATH TO ROAD
7/4 " /FT.
OR TOWARD TOP OF BANK OF DITCH
MIN.
r Ky'.;i; {y.,•+•r•1���' t'.'r•�«. a•:':+..: ':C.j:1•.r_�.. r'�.� - -i•'�i `.l'M r.t.•. i.�r�4:� r- � --.,�
•M�.. .,�. �: i. _•�f ti Q-,�r� j� ••:off �� .�'.y;j. r: .'r'.: , ^•j .. ��r.� v•- .'•. -e i:T i� '�i «:a��•�:..rJ.�:•i��w;:.:� 7': t:ti
TYPICAL ASPHALT ASPHALT PATH
PEDESTRIAN PATH X— SECTION 2" HMA #8 BINDERCE
5" #53 STONE
t
i
= NOW OR FORMERLY
NOW OR FORMERLY = NOW OR FORMERLY ; TEODOR H & ANGELA E GELOV
GREGORY L & ROBIN L PEMBERTOV RAY N & LOUANN CASH
SPEED LIMIT: 25 MPH
1
1.5" HMA #11 SURFACE GENERAL NOTES:
HMA #8 BINDER 1) ALL WELLHEADS WILL BE ABANDONED
;i" HMA #5D BASE BY STATE HEALTH PROCEDURES DURING
CONSTRUCTION.
?" X53 COMPACTED STONE 2) CONTRACTOR SHALL CONTACT THE
DEPARTMENT OF ENGINEERING TO
SCHELDULE APRE- CONSTRUCTION
PREPARED SUBGRADE MEETING FOR REVIEW OF REQUIRMENTS.
PAVEMENT COMPOSITIONS 3) ALL EXISTING. PAVEMENT TO BE SAW
CUT TO A CLEAN EDGE WHERE NEW
INTERIOR PUBLIC STREETS PAVEMENT WILL BE INSTALLED.
(T,Y,P.,) 4) ALL PAVING MUST BE COMPLETED IN
NOT -TO -SCALE ONE PAVING SEASON.
70' R/W
36' -0"
2' -0" -
5' -0+ 16' -0" -
SIDEWALK a THICK
SLOPE 1/4' FT.
SLOPE'
's.
4' T GRANULAR ; ..,
VIA AL . . . �
//
• • STONE BASE TO \/\ \�
•, `. ;6 EXTEND UNDER CURB ,�\ � \\
SZOPE4 1 /4i� FT.
MA-1 RARY SEEDING SHALL BE DONE : • / /� / / \ //� COMPACTED �<�c
N ACCORDANCE MATH SECTION 621 •• \ \ \ \
OF LD.O.H. SPECIFICATIONS VATHIN -d. SUBGRADE .
THE STREET RIGHT -OF -WAY. :. .
BARREL RACER LANE CROSS - SECTION
NOT -TO -SCALE
NOTE: PAVING TO BE COMPLETED N ONE PAVING SEASON
2,_091!
11,_0» ,_0"
SIDEWALK a CK-\
SLAP£ 1/4' FT.
•'` • WN. � TOPSOIL
ROLL CUB c GUTTER 4 ANUS AL
STONE BASE TO '
EXTEND UNDER CURB
►. S.S.D. TO BE INSTALLED
UNDER CURB BOTH SIDES
t OF STREET
- -1' -0"
NOW OR FORMERLY
TEODOR H & ANGELA E GELOV
PROPOSED 40' EXISTING 40'
HALF R/W W HALF R/W
r
27' -0" 15' -0" TO 24' -0"
12 DECEL LANE
CURVE
RADIUS
2' -0"
15' -0"
3' STONE SHOULDER
CHORD
6" - #73 STONE
.,
. 2
Spncing Betweel
r is
80.80'
'd
�
�
Trons•rerse Joi++ts
>
176.03'
Shat Not Exceed
EXISTING PAVEMENT
D
67'14'18"
P
SECTION "B " — "B"
2 H.A.C. #8 BINDER
108.09'
►`
1.25 Tmts Width
•-
C -4
Tooted Or Szwtd Joints i Thick ness
• t _ ', , ` ` ': .: , Class "J Concrete .' •. ::. • ; .
4- Minimum
S;dewolk Bu ;lt 1lt? Drivewcys Snail Have k(iirimum Thickness
Of 17 Or Thickness Of Onvewcy Which EYer Fs Greotee.
G
CONCRETE SIDEWAL K
NOT TO SCALE
CITY OF CAR1IEL STANDARDS
SIDEWALK DETAILS RMSED_ —,
rIGURE
10 -14
10' ASPHALT PATH
SLOPE ASPHALT PATH TO ROAD
7/4 " /FT.
OR TOWARD TOP OF BANK OF DITCH
MIN.
r Ky'.;i; {y.,•+•r•1���' t'.'r•�«. a•:':+..: ':C.j:1•.r_�.. r'�.� - -i•'�i `.l'M r.t.•. i.�r�4:� r- � --.,�
•M�.. .,�. �: i. _•�f ti Q-,�r� j� ••:off �� .�'.y;j. r: .'r'.: , ^•j .. ��r.� v•- .'•. -e i:T i� '�i «:a��•�:..rJ.�:•i��w;:.:� 7': t:ti
TYPICAL ASPHALT ASPHALT PATH
PEDESTRIAN PATH X— SECTION 2" HMA #8 BINDERCE
5" #53 STONE
t
i
= NOW OR FORMERLY
NOW OR FORMERLY = NOW OR FORMERLY ; TEODOR H & ANGELA E GELOV
GREGORY L & ROBIN L PEMBERTOV RAY N & LOUANN CASH
SPEED LIMIT: 25 MPH
1
1.5" HMA #11 SURFACE GENERAL NOTES:
HMA #8 BINDER 1) ALL WELLHEADS WILL BE ABANDONED
;i" HMA #5D BASE BY STATE HEALTH PROCEDURES DURING
CONSTRUCTION.
?" X53 COMPACTED STONE 2) CONTRACTOR SHALL CONTACT THE
DEPARTMENT OF ENGINEERING TO
SCHELDULE APRE- CONSTRUCTION
PREPARED SUBGRADE MEETING FOR REVIEW OF REQUIRMENTS.
PAVEMENT COMPOSITIONS 3) ALL EXISTING. PAVEMENT TO BE SAW
CUT TO A CLEAN EDGE WHERE NEW
INTERIOR PUBLIC STREETS PAVEMENT WILL BE INSTALLED.
(T,Y,P.,) 4) ALL PAVING MUST BE COMPLETED IN
NOT -TO -SCALE ONE PAVING SEASON.
70' R/W
36' -0"
2' -0" -
5' -0+ 16' -0" -
SIDEWALK a THICK
SLOPE 1/4' FT.
SLOPE'
's.
4' T GRANULAR ; ..,
VIA AL . . . �
//
• • STONE BASE TO \/\ \�
•, `. ;6 EXTEND UNDER CURB ,�\ � \\
SZOPE4 1 /4i� FT.
MA-1 RARY SEEDING SHALL BE DONE : • / /� / / \ //� COMPACTED �<�c
N ACCORDANCE MATH SECTION 621 •• \ \ \ \
OF LD.O.H. SPECIFICATIONS VATHIN -d. SUBGRADE .
THE STREET RIGHT -OF -WAY. :. .
BARREL RACER LANE CROSS - SECTION
NOT -TO -SCALE
NOTE: PAVING TO BE COMPLETED N ONE PAVING SEASON
2,_091!
11,_0» ,_0"
SIDEWALK a CK-\
SLAP£ 1/4' FT.
•'` • WN. � TOPSOIL
ROLL CUB c GUTTER 4 ANUS AL
STONE BASE TO '
EXTEND UNDER CURB
►. S.S.D. TO BE INSTALLED
UNDER CURB BOTH SIDES
t OF STREET
- -1' -0"
NOW OR FORMERLY
TEODOR H & ANGELA E GELOV
PROPOSED 40' EXISTING 40'
HALF R/W W HALF R/W
r
27' -0" 15' -0" TO 24' -0"
12 DECEL LANE
CURVE
RADIUS
2' -0"
15' -0"
3' STONE SHOULDER
CHORD
6" - #73 STONE
DELTA
PROPOSED PATH
SLOPE 1
157.86'
80.80'
156.04'
N15'01'51 "E
PROPOSED GRADE
C -2
SSD UNDER STONE
176.03'
SHOULDER
EXISTING PAVEMENT
17.5" FULL DEPTH ASPHALT
67'14'18"
1.5" ; ` H.A.C. #11 SURFACE
SECTION "B " — "B"
2 H.A.C. #8 BINDER
108.09'
3" — H.A.C. #5D BASE
NOT —TO —SCALE
7" — #53 COMPACTED STONE
C -4
4" — #2 STONE
234.43'
1._On
5'— 0!
4'— 091, —
SIDEWALK 4' THICK
;LOPE iL4 T
r #A.A` MIULAR
IZAPM0i &Y SEWVtG VAP&L BE DOM
IN ACCORDANCE WITH SECTION 621
OF LD.O.H. SPECIFICAMNS MAT HN
THE STREET RIGHT -OF -WAY.
_ ti•,•_.,.• -- w
3 � �` i /ri't Lam'' j • , �... �1�,}. ! � . `w } J ;' r r. � i./` � � �: r,.✓•'', � �''
g � '.MME TW000 EST ;� 1 � 1
01 $E TION T
d e. I IN
O
TR No. 2003- n4,2221
P -t-,3 SUOE .3t !
W. ._,._I ,
`
\ F
P.
es,:
r--1- t V
NOW OR FORMERLY � � ~'��.._._...�--- •'�1,�. -� �-•
JOHN W GUY do
GLORIA L 0 DEG ---
=I
NOW OR FORMtP.Ly ;
TAMMY G SOLLENBERGE~�
i LOT 1
NOW OR FORMERLY = BENNETT SUBDIVISION
TODD & DIANE THORNE. TRUSTEE ` INSTR. No. 2004 -49422
E P.C. 3, SUDE 443
NOW OR FORMER i t
TERRY E & TINA A HUFF
3 1 381[H; S ;
i =
NOW OR FORMER�.Y
GREGORY L & ROBIN L PEMBERTON `
NOW Oft FORMERLY
RAY N • LOUANN CASH
,.NOW OR FORMERLY I I
TEODOR H & ANGELA E GELOV
PAPAY SUBDIVISION
NOW OR FORMERLY THONY L & AUCE L PAPAY
TEODOR H & ANGELA E GELOV
LOCATION ON MAP S
SCALE: 1 = 1000 ,
DATED: JANUARY 8, 2007
SOILS MAP
SCALE: 1" = 800'
DATED: JANUARY 8, 2007
CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
CHORD
CHORD BEARING
DELTA
C -1
300.00'
157.86'
80.80'
156.04'
N15'01'51 "E
30.08'55"
C -2
150.00'
176.03'
99.73'
166.10'
N33'36'43 "W
67'14'18"
C -3
300.00'
207.49'
108.09'
203.38'
S10017'28 "W
39.3741"
C -4
150.00'
234.43'
148.81'
211.29'
N44'46'45 "E
89'32'38"
C--5
300.00'
102.69
51.85'
102.19'
N00'17'00 "E
19036'44"
C -6
200.00'
36.79'
18.44'
36.73'
SO4'49'1 3 "W
10'32'18"
LEGAL DESCRIPTION
A part of the Southwest Quarter of Section 21, Township 18 North, Range 3 East in Clay Township, Hamilton
County, Indiana, being more particularly described as follows:
Commencing at the Southwest comer of said Quarter Section; thence North 89 degrees 38 minutes 41 seconds
East along the South line of said Quarter Section 666.07 feet to the POINT OF BEGINNING of this description;
thence North 00 degrees 26 minutes 56 seconds West 1,329.06 feet; thence South 89 degrees 59 minutes 09
seconds East 672.00 feet; thence South 00 degrees 00 minutes 26 seconds West 1,324.75 feet to the aforesaid
South line of said Quarter Section; thence South 89 degrees 38 minutes 41 seconds West along said South line
661.44 feet to the place of beginning, containing 20.3 acres, more or less, subject to all legal highways,
rights -of -ways and easements on record
This description was prepared without the benefit of an accurate boundary survey and is subject to change.
s/56325/legal /preEminary/prelin i legal
EXISTING ACCEL
LANE
EXISTING STONE
—EXISTING
EXISTING GRADE
STONE BASE TO
EXTEND UNDER CURB
50' R/W
30' -o"
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TYPICAL STREET CROSS - SECTION
NOT -TO -SCALE
NOTE: PAVING TO BE COMPLETED IN ONE PAVING SEASON
SLOPE: 1/4• / FT.
STONE BASE TO J
EXTEND UNDER CURB
4' -0" I 5' -0=
SIDEWALK 4'
SLOP£ 1/4' FT.
r r� � r• ♦► � rr
MIN• r TOPSOIL
ROLL CURB & GUTTER �AIERfl1L R)
TYPE S.S.D. TO BE INSTALLED
UNDER CURB BOTH SIDES
OF STREET
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PROPOSED 40 to
40 '
HALF R/W
_EXISTING
HALF R/W
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27' -0"
15' -0" TO 24' -0"
12 DECEL LANE
0
EXISTING ACCEL
LANE
2,— 0"
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3' STONE SHOULDER
�
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EXISTING STONE
PROPOSED PATH
SLOPE 1/4"/
SHOULDER
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EXISTING GRADE
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PROPOSED GRADE
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----
SSD UNDER STONE
CV
d-
O
SHOULDER
EXISTING PAVEMENT
I
SECTION
"A" - "A"
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NOT —TO —SCALE
\f� ' SUBGRADE
TYPICAL STREET CROSS - SECTION
NOT -TO -SCALE
NOTE: PAVING TO BE COMPLETED IN ONE PAVING SEASON
SLOPE: 1/4• / FT.
STONE BASE TO J
EXTEND UNDER CURB
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SIDEWALK 4'
SLOP£ 1/4' FT.
r r� � r• ♦► � rr
MIN• r TOPSOIL
ROLL CURB & GUTTER �AIERfl1L R)
TYPE S.S.D. TO BE INSTALLED
UNDER CURB BOTH SIDES
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THIS INSTRUMENT PREPARED BY:
DENNIS D. OLMSTEAD
STOEPPELWERTH AND ASSOCIATES INC.
7965 EAST 106TH STREET
FISHERS, INDIANA 46038
PHONE: (317) 849 -5935
THIS INSTRUMENT PREPARED FOR:
PLATINUM PROPERTIES L.L.C.
9757 WESTPOINT DRIVE
SUITE 600
INDIANAPOLIS, INDIANA 46256
CONTACT: KEN BRASSEUR
PHONE: (317) 863 -2056
GRAPHIC SCALE
0 50 100 200
( IN FEET )
1 inch = 100 ft.
NOTE:
PLEASE REFER TO PAGE ONE FOR GENERAL
NOTES, THE LEGEND, THE CURVE TABLE AND THE
DEFINITIONS OF SYMBOLS AND ABBREVIATIONS.
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67.34' q f t. 66 fY i r'
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19,844 sq. t.
co
1 152 ! O � �
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21,787 sq. ft' f,. --'� 168.10'
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S$9' 3'04 "W ' ~ C.A. 6 B S a
' . R W 29,301 s. ft. 5 o
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0 16,542 sq. ft.� sn j ° 17,000 sq. ft. o ,-'_r
or- w 15 D.U. &S.E.
15' D.U. &S.E.' N 15' D.U. &S.E. N N N ' v
589'33'04 ".W N89'59'34 "W m 160 0
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O O f q o 0 17,000 sq. ft. o .01 z -- .-
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Cn 689',33-04"W I C`! N89'59'34 "W 161
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_ N, O O
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v; ,i�'� 24,236 sq. ft.
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146 ^�
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o�°0 164
S89'33'04 "W �, 1 65 c a o, c 20,833 sq. ft.
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TERRY E & 4NA A HUFF- � POND � r
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INSTR. No. 2004 -49422
P.C. 3, SLIDE 443
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GLORIA L Q DEGUY S89'33'04 "W 18,029 53. Qi 0 � . 7 6 1., , ' 00 ���• f 1
67.34' q f t. 66 fY i r'
OR i'
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co
1 152 ! O � �
22, 571q' f t. 170 6. 589'59'34" E
21,787 sq. ft' f,. --'� 168.10'
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a 151 �, � I' 169 � • S89'59'34 "E
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S$9' 3'04 "W ' ~ C.A. 6 B S a
' . R W 29,301 s. ft. 5 o
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NOW OR FORMERLY °° 1 cJ0 G Z o 0 16 \ ~�yN v°° S89�59'34 "E
TAMMY G SOLLENBERGER o f� o 8 00 160.00' in
0 16,542 sq. ft.� sn j ° 17,000 sq. ft. o ,-'_r
or- w 15 D.U. &S.E.
15' D.U. &S.E.' N 15' D.U. &S.E. N N N ' v
589'33'04 ".W N89'59'34 "W m 160 0
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17062' : • � ~
in W 162
v; ,i�'� 24,236 sq. ft.
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o�°0 164
S89'33'04 "W �, 1 65 c a o, c 20,833 sq. ft.
160.00' RAW o' 19,363+ sq. ft. o /,gyp . Dh
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0 16,000 sq. ft. o 121.56' 8.44' �3.p5'39 E
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TERRY E & 4NA A HUFF- � POND � r
S89'33'04 "W 67,000 sq. ft. �
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15,311 sq. ft. R
w24 18 0 �� • .. • •.. ..
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INSTR. No. 2004 -49422
P.C. 3, SLIDE 443
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