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10' UTILITY EASEMENT
INDIANA BELL TELEPHONE
COMP., INC. NE CORNER, W 1/2, SW 1/4,
(U.N. 27.9,PG 30) SECTION 36, T.18N., R.3E.
6
5 I 4
NE CORNER, W 1/2, E 1/2, SW 1/4,
SECTION 36, T.18N., R.3E.
3 I 2
11
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REE (DRIP -LINE)
'. FENCE POST
VISIBILfTY PLASTIC
i FENCE
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20' 1 0
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10' UTILITY EASEMENT
INDIANA BELL TELEPHONE
COMP., INC. NE CORNER, W 1/2, SW 1/4,
(U.N. 27.9,PG 30) SECTION 36, T.18N., R.3E.
6
5 I 4
NE CORNER, W 1/2, E 1/2, SW 1/4,
SECTION 36, T.18N., R.3E.
3 I 2
11
1
REE (DRIP -LINE)
'. FENCE POST
VISIBILfTY PLASTIC
i FENCE
O
20' 1 0
Q I I
4,
00
NOTE: AVOIDING DAMAGE DURING CONSTRUCTION
HIGH VISIBILJIY I I °T WAY TO PROTECT TREES THAT ARE TO BE SAVED IS TO:
PLASTIC MESH
FENCE ( (1) WORK WITH THE BUILDER TO LOCATE AND MARK WITH FLAGGING AND/OR SIGNS ALL
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I CONSTR C S, PARKI G PLACES FOR WORKERS, AND AREAS FOR STORAGE OF BUILDING
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NOTE: AVOIDING DAMAGE DURING CONSTRUCTION
HIGH VISIBILJIY I I °T WAY TO PROTECT TREES THAT ARE TO BE SAVED IS TO:
PLASTIC MESH
FENCE ( (1) WORK WITH THE BUILDER TO LOCATE AND MARK WITH FLAGGING AND/OR SIGNS ALL
Cf)Q
I CONSTR C S, PARKI G PLACES FOR WORKERS, AND AREAS FOR STORAGE OF BUILDING
FENCE POST GRAVEL
(2) WORK WITH THE UTILITY CONTRACTORS TO STAKE OUT THE EXACT LOCATION OF TRENCHES, AND
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EX. GRADE 3 ERECT PHYSICAL BARRIERS AROUND ALL 'SAVED' TREES OR, BETTER YET, AROUND GROUPS OF
TREES, NEAR THE CONSTRUCTION ACTIVITY.
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OF INDIANA,
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! hll U (4) EXTEND BARRIERS AS FAR AS POSSIBLE BEYOND DRIPUNE.
PUBLIC SERVICE COMPANY
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M W I INC. (D.R. 324, PG. 340)
PRIVATE BUSINESS
BARRIERS THAT EXTEND BEYOND THE DRIP LINE PROTECT TREES DURING CONSTRUCTION.
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DETAIL
TREE PRESERVATION
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FILE. TRPRESV.DWG
LEGAL DESCRIPTION
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SITUATED IN THE STATE 0 DIANA, COUNT OF HAMILTON AND BEING A PART OF THE SOUTHWEST QUARTER OF SECTION 36, TOWNSHIP 18
M S
MERIDIAN, ORE PARTICULARLY DE CRIBED TO -WIT:
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NORTH, RANGE 3 EAST OF THE SECOND PRINCIPAL
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Ld COMMENCING AT A 5/8 INCH REBAR MARKING THE NORTHEAST CORNER OF THE WETS HALF OF THE SOUTHWE51 tJUAKItK OF atL nUlv Jo,
TOWNSHIP 18 NORTH, RANGE 3 EAST; THENCE SOUTH 89 DEGREES 15 MINUTES 14 SECONDS WEST 66.00 FEET WITH THE NORTH LINE OF w
SAID WEST HALF QUARTER; THENCE SOUTH 00 DEGREES 10 MINUTES 31 SECONDS EAST 2046.57 FEET TO A MAG NAIL AND THE TRUE
POINT OF BEGINNING OF THE REAL ESTATE HEREIN DESCRIBED; THENCE NORTH 89 DEGREES 22 MINUTES 51 SECONDS EAST 310.05 FEET
�J
IL R; THENCE SOUTH 62 DEGREES 26 MINUTES 57 SECOND EAST 369.74 FEET TO A 5/8 INCH REBAR; THENCE NORTH
1 / Op 89 DEGREES 22 MINUTES 51 SECONDS EAST 92,14 FEET TO A 5/8 INCH UREBAR 40N THE ST LINE OF THE WEST HALF OF THE EAST
c HALF OF SAID SOUTHWEST QUARTER; THENCE SOUTH 00 DEGREES 14 MIN TES 3 SECONDS EAST 328.16 FEET WITH SAID EAST LINE TO A
Lu 0 �' / 5/8 INCH REBAR MARKING THE NORTHEAST CORNER OFA 2.215 ACRE TRACT AS DESCRIBED IN INSTRUMENT NUMBER 200500011156 IN 0
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'4 THE OFFICE OF THE RECORDER IN HAMILTON COUNTY, INDIANA; THENCE WITH THE NORTHERN LINE OF SAID 2.215 ACRE TRACT SOUTH 8 0 0 ,• w w m w Ln
DEGREES 38 MINUTES 37 SECONDS WEST 43.46 FEET TO A 5/8 INCH REBAR; THENCE SOUTH 68 DEGREES 48 MINUTES 29 SECONDS z I' I w
" ~ / 03 FEET TOA INCH REBAR;T SECONDS WEST 265.75 FEET TO A 5/8 INCH u 0 z o m
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REMOVE CWMP Of JUNIPERS
REBAR; HENCE NORTH 7 DEGREES 59MINUTESE240SECONDS WESTE55 010 FEET
TO A0 5/8 INCH REBAR; THENCE SOUTH 89 DEGREES 21 0
U M
MINUTES 50 SECONDS 295.28 FEET TO A 5/8 INCH REBAR; THENCE NORTH 39 DEGREES 02 MINUTES 25 SECONDS WEST 14.97 TOA 5/8 a a
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;. ��
REMOVE 10' HAWTHORN MINUTES 31 SECONDS WEST 86.83 FEET
SECONDS THENCE NORTH 00 DEGREES 10 MIN m m W
L
;• MINUTES
12 SEC THENCE SOUTH 89
INCH REBAR; THENCE NORTH 00 DEGREES 09 MIN E WEST 360 89 FEET TOA 5 8 INCH REBAR;
��• * DEGREES O MINUTES SECONDS A m
TTOGAEPOI T OF BEGINNING, CONTAINING 16.45 ACRES, MORE
OR 'LESS.
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OOT WIDE ELECTRIC LINE EASEMENT ALONG THE EAST SIDE OF THE ABOVE DESCRIBED REAL ESTATE, TO -WIT: o 0 0
-001"—_� J \ I SCALE: 1 = 40 SUBJECT TO 60 F N N
R19tOVE SHRUBS \ /. ' \
/ \04
I COMMENCING AT A 5/8 INCH REBAR MARKING THE NORTHEAST CORNER OF THE WEST HALF OF THE SOUTHWEST QUARTER OF SECTION 36,
SOUTH 89 DEGREES 1 MINUTES 14 SECONDS WEST 66.00 FEET WITH THE NORTH LINE OF ato
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�" 20 40 80
SAIDONWEST SHIP 1HALFOQUART�ER;GTHENCESSOUTHN00 DEGREES 10 MINUTES 31 SECONDS EAST 2046.57 FEET TO A MAG NAIL; THENCE NORTH 89
REMOVE 15• BEECH 0
,. SERF
\ \ qSp q \ DEGREES 22 MINUTES 51 SECONDS EAST 310.05 FEET TOA 5/8 INCH REBAR; THENCE SOUTH 62 DEGREES 26 MINUTES 57 SECONDS
REMOVE 10• HAWTHORN \ \ \ \,' C
\ \ /ygCT F \ ` C/iyF EAST 369.74 FEET TO A 5/8 INCH REBAR; THENCE NORTH 89 DEGREES 22 MINUTES 51 SECONDS 32.14 FEET TO THE TRUE POINT OF
` \\ ♦\\ \; \\�\ ��Vr�E� A 5/8 INCH
OFR �� \
Q I HE EA R SCRIBED TH N
�� \ \♦ \ `\ \�\ �\ �y) \ \ .� REBAR ION THEEASTLINEEOF THEEWEST HALF OF THEN EASTOHALF OF DEGREES
SOUTHWEST UQUARTERTES 51 SETH NDCE SOUTH DEGREE3T14CMNUTES
RWOME t2' CRABAPPLE \ \\ ` \\ \\ ��; \\ ` ` \ ` 34 SECONDS EAST 328.16 FEET WITH SAID EAST LINE TO A 5/8 REBAR MARKING THE NORTHEAST CORNER OFA 2.215 ACRE TRACT AS
\ EX. 8� • 6.45 AC ES± \
�SANITAi2Y 6'' p DESCRIBED IN INSTRUMENT NUMBER 200500011156 IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY; THENCE WITH NORTH LINE OF
REMOVE t0'CRABAPPIE \ \ \ \ \ \ ` �C SAID 2.215 ACRE TRACT SOUTH 89 DEGREES 38 MINUTES 37 SECONDS WEST 43.46 FEET; THENCE SOUTH 68 DEGREES 48 MINUTES 29
\ SEWER \
'k\ \\ \ \: \ \., \\ \ ' EX. SAAEL
E
MANHO I x C \ 5/8" REBAR FOUND SECONDS WEST 17.71 FEET; THENCE LEAVING SAID NORTH LINE NORTH 00 DEGREES 14 MINUTES 34 SECONDS WEST 334.19 FEET TO THE
15' SWETTGUM TO REMAIN \ \, \ LP <v RU \ POINT OF BEGINNING, CONTAINING 0.45 OF AN ACRE, MORE OR LESS.
\ \ LP SHFa \ 1.5' EAST OF FENCE
' LOWERED x42.5 �, PERTINENT EASEMENTS OF RECORD
:
REMOVE CLUMP DF JUNIPERS T.C. FLU LTH TO \ SUBJECT TO ALL RIGHTS-OF-WAY AND PE
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18' OiAIC TO REAWN `� \ \ • '• _.. ... \ _..._ _.. �
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15• SWEETGUAI TO REMAIN
ct NO CONSTRUCTION. d \ oma 60' ELECTRIC LINE
\ 1" s... �Dfi�' i\ .®r.r ..rd \ EASEMENT
REMOVE ts—ur,7---� I - BEYOND THIS POINT.. / o61
REMOVE t4• LINDEN
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REBURNING BUSH q
MOVE
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LP �L '�j� 0)SRFC� ' q \ d
B• OAK — I I \ \ \ LP I LEGEND
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` \ \ 6'' s MARGARET CHEN IPS = 5/8" REBAR w/ CAP MARKED
_-I REMOVE 10• SPRUCES I F\� \�. \ \ / 48 "WEIHE ENGR. LS 0012" SET
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P INST. NO. ,9609635709)
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<C REMOVE le iEEai � � � \ \ � L (1F� e\ \ \SO4F cepF / � � \ OFFICE :BUILDING IPF =IRON REBAR FOUND
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REumrE a• HAWTHORN } r ��,. _ 1 . ��L 9'
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76.12'(D) o � Q
SE CORNER, W 1/2, SW 1/4,
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SECTION 36, T.18N., R.3E. 2s'
o 31' 2' 5'
S 89'22'51 'W 663.96'(M)
S 89'28'02'W 663.96'(0)
' M SE CORNER, W 1/2, E 1/2, SW 1/4, t00YR. = 839.33
S 89'22'51 "W 66.00
S 89'28'02"W 66.00'�D� 1 1 6 T H S T R E E T SECTION 36, T.18N., R.3E. 1orR 2YR 37 836.26
GUILFORD PARK S JBDIVISION DITCH CROSS SECTION A -A
SINGLE FAMILY HOUSING NOT TO SCALE
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19 PP1R O VE n C ONS° 7Pr-1 UC BION PLANS
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9 8 7
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SHEET NO.
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PROJECT NO.
DA rlp_pL___,lD 7 _4 010 W09-0548
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