HomeMy WebLinkAboutT-SNote: PKF
— Pk Nail Found
PKS
— Pk Nail Set
LEGEND
WV —
Water Valve
FH —
Fire Hydrant
DBL —
Double Truck Tree
TRPL
— Triple Trunk Tree
—
Tree Trunk Diameter
HCKBY
— Hackberry
MPL —
Maple
ELM —
Elm Tree
CTTN
— Cottonwood
MLBY
— Mulberry
WC —
Wild Cherry
NUT —
Beechnut
BOX —
Boxelder
NW Car. NE /4
Sec. 2 —T17N —R3E
R/R Spike Fnd.
as per HCSR
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SW Car NE /4
Sec.2 —TI7 N —R3E
R/R Spike Fnd.
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� SW Car. SE /4
Sec. 35 —T18N —R3E bg 1
R/R Spike Fnd. Stn. MH
as per HCSR
N89'j',18"E — 94.82' P.O.B.
(Ast ed Bearing) —�
fill 126.63'
Q
_ ( 8 hive w►
let
0 Invert
100.0'
ir1
u;
25' Roadway Esmt.
N89'49'34" E — 2690.64'
Approx. Physical C/L 116th Street
N89 °49'34" E — 577.84' O
M M� kri
A q gF Alt.
g� lb+lb� 2 kti Curb Inlet
gM g ►� �k Chute to
g� g Ditch
Pipeline Marker g
L / g" ' to to LVI
= I S:84 . 2 —L itch
p� M • 12 MPL +�, p 8 WC ► 14 H BY
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6 DBL PL 0►
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= 4 c
TBI c B 18 MPL
g 24 T I I I I II RPLMP
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12 WC b•
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. 1 E+ , �� B 0g WC -+ 15 M A
X N I II 12 we g + ►q �
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Q io 24 MPL + � MPL •308
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W I I I I I 00 MLBY q� >p 3f TRPLWC 0 ►A 6 MPL
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( 2 TRP L { b► 01 4b WC
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II 8 NUTt�)�
< I u III t I 8 WC Mb* 8gELM �� >2
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g 20 NUT
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f}-- I I I f I 10 NUT 0, 24 WC
I I I{ 10' Water Lj Esm . (IW )
In'st. #8 n 8— 6 �^ NUT kti
O 8
5' SQU EE LM IC ISTRIBUTION TRAN RMER 10 NUT +
I1 Sanita we
W, 1 In t. # 90 G O�Sb�b No Physical Evidence of Line
1
Z g + G �{ • r G 32.8 ' '49'34 "W 8.33'
W lennwood Offic Par
W 50.00' V YD Ingress /Egress E t
O Grant of Easement I 25' Sanitary I Inst. # 89 -7338
d For Ingress /Egress Sewer E (Exhibit B)
O �er Esmt. Rec. Page 356 -361 I I I st. # 86 -48
Dated 4/12/89 I I G,'3
M J
a
lb 0;�J
NE or.
/4 NE /4
2 —T17N —R3E. / NE Car NE /4
Sec.2 —T17N —R3E
Gap 6.78' g / Q. Pk Nail Fnd.
2017.98'
INV: 835.79
S MH
k
fm
13 +,e" dell ° �� �b � w'��+ orthern Heights Addition = I
2.. CMP B. 2, Pages 29 & 30
14 NUT 16 CT 7 .+ P
50' 1 2 R W per Comprehensive Plan for Carmel, Indiana. ~° Z
(Adopted Oct. 26, 1971) 0 6 6' Asp It Street Encroachment 0
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Young /Wolfson
86 -27716
D.B. 362, Page 31
South Line NE /4 Sec. 2 —T17N V —R3E. — S90'00 00 "W — 2703.49
gF� /
4.1 111
16 CT + —�
* TV+ "
* ;12 C T 1 g ° J
22 CTTN gk
8 CTTN
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12 CTTIJ Robert K. Earl O I CN
18 CTT 4 k�. m Lot 1
10 CTr Northern Heights Addition 0) cNo
10 CT g�Fy M Inst. # 8743936 W N
+ '1� 6 NUT'4M 'p' .1. 2 C TN-
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TWIN 6 NUT +�
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Lot # 25 z I
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no Northern Heights Addition
o Inst. # 8704055 I w
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Lot # 26 W
20 C N •v
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J. Northern Heights Addition }
3 Inst. # 84 -5792
W
Note: Gap Area Not eluded.
Located Bet to the West Line of
Northern Height Addition and the
East Line of the W/2 NW /4 NE /4
Sec. - 2— T17N —R E.
W
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GOMg gk�G
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j.6 qq 4 A' V,
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Gap 8.47' Cl)
I I 2.28' Asphalt Street Encroachment O
10' Drainage Esmt.—
Inst. #89-7338 m a
SE Car NE /4
Sec.2 —T17N —R3E
Iron Pin Fnd.
PARCEL II
PARCEL I
Easements for the purpose of Ingress and Egress, for Storrs Water Retention Pond, for Surface Drains and
Part of the West Half of the Northwest Quarter of the Northeast Quarter of Section 2, Township 17 North,
underground storm sewers for the benefit of Parcel I, as created by Grant of Easements dated April 12,
Range 3 East in Clay Township, Hamilton County, Indiana described as follows:
1989 and recorded April 12, 1989 as Instrument No, 89 -7338 and described therein,
Commencing at the Northwest corner of the Northeast Quarter of Section 2, Township 17 North, Range 3 East;
PARCEL III
thence North 89 degrees 35 minutes 18 seconds East (assumed bearing) on the North line of said Northeast
An easement for the purpose of roadway, pedestrian, underground utility for the benefit of Parcel I as
Quarter 94,82 feet to the Southwest corner of the Southeast Quarter of Section 35, Township 18 North,
created by cross - easement agreement September 13, 1983 and record September 13, 1983 in Easement Record 1
Range 3 East, said Southwest corner being the Point of Beginning of the real estate herein described;
thence North 89 degrees 49 minutes 34 seconds East on the North line of said Northeast Quarter 577.84 feet
page 356 and as described therein,
to the Northeast corner of the West Half of the Northwest Quarter of said Northeast Quarter; thence South
1
01 degree 17 minutes 33 seconds West on the East line of the West Half of the Northwest Quarter of said
Subject to and together with right -of -way and easement for pipeline for the transmission of sewage as
Northeast Quarter 400,13 feet; thence South 89 degrees 49 minutes 34 seconds West parallel with the North
established by Instrument 86 -4837,
1 14b line of said Northeast Quarter 578,33 feet to a West line of a non - exclusive easement recorded in Easement
b
Subject to a roadway easement set out in Deed Record 166, Page 311 and modified by a partial release of
Record 1, Pages 356 -362 in the Office of the Recorder of Hamilton County, Indiana; thence North 01 degree
easement recorded November 12, 1986 as Instrument #86 -25700 in the Office of the Recorder of Hamilton
21 minutes 48 seconds East on said West line 400.14 feet to the Point of Beginning; containing 5.308
acres, more or less,
County, Indiana,
Scale: 1 " =30' Subject to and together with a non - exclusive easement for roadway, pedestrian, underground utility and
Subject to and together with right -of -way and easement for water main as established by Instrument 88 -946.
similar right -of -way purposes as set out in Cross Easement Agreement recorded in Easement Record 1, Pages
Subject to easement for public utilities as set out in Grant of Easements dated May 3, 1990 and recorded
356 -362 in the Office of the Recorder of Hamilton County, Indiana,
V L
May 29, 1990 as Instrument No. 90- 12493.
15 30 60
Subject to the right -of -way of 116th Street,
I0
Subject to any other legal easements and rights -of -way,
MM
0
� SW Car. SE /4
Sec. 35 —T18N —R3E bg 1
R/R Spike Fnd. Stn. MH
as per HCSR
N89'j',18"E — 94.82' P.O.B.
(Ast ed Bearing) —�
fill 126.63'
Q
_ ( 8 hive w►
let
0 Invert
100.0'
ir1
u;
25' Roadway Esmt.
N89'49'34" E — 2690.64'
Approx. Physical C/L 116th Street
N89 °49'34" E — 577.84' O
M M� kri
A q gF Alt.
g� lb+lb� 2 kti Curb Inlet
gM g ►� �k Chute to
g� g Ditch
Pipeline Marker g
L / g" ' to to LVI
= I S:84 . 2 —L itch
p� M • 12 MPL +�, p 8 WC ► 14 H BY
> } I
/Ps II 0 Traffi St 0 0+ yp2
JV z I
Ag
8 M
6 TRPLMPL
E345
30 DBLMO PL g
,,} gM ,�� 6 WC 14 ELM
U q� b!D° b 8 WC $�9 8 WC g �' n+
0M V& 0A -V 0 MPL 8 WC 15 SlCGI
0b04 12 EL g►
z g ° g�' + tig 8 MPL 0
�,g I I b 15 DBLMPL 8 MPL ®� 15 HCKBY
6 DBL PL 0►
I ( III 30 T LMPL bg
Fk0 gjD 1b +gk 26 DBLMPL
= 4 c
TBI c B 18 MPL
g 24 T I I I I II RPLMP
W
O
f— i U III 15 MPL gg� 10 WC + g 8 DBLELM�ti
wQ wg�g g�$ B g� 01 18 MPL>iibog g ®►
> Ig 110 MPL `L-��S
cn 1 L i I MPL p� 14 MPL 10 WC (�Jgrb3'
W i rrrT 1 10 pBLMPL A op 12 PL>b 12 C (TJb1�'8 WC `01f' '(+ r°
cc I 12 MPL 4b R
D P k� g k� 10 WC M,L 8 WC 14 MPL
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W U 1 M + g 6 MP 10 MPL +
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d 12 BL L +0' by g 15 ELM + g
12 WC b•
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. 1 E+ , �� B 0g WC -+ 15 M A
X N I II 12 we g + ►q �
W I b~ gwb' 12 WC �gR� 10 WC 12 WC ne M
'b l:J A�
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O I O I I I g 15 TRPLMPL +�� 14 MPL g�° Inst.
Q io 24 MPL + � MPL •308
Gghb g
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12 ELM, —tip'
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CLI gII T 15 DBLMPL1g0
o I Lo 6 NUT "4��� 1 MPL +�
W I I I I I 00 MLBY q� >p 3f TRPLWC 0 ►A 6 MPL
I w I III q,, I 10 W
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( 2 TRP L { b► 01 4b WC
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II 8 NUTt�)�
< I u III t I 8 WC Mb* 8gELM �� >2
I o l l II I gy 12
W I I I I a I 6 WC �g' S �1'g ELM +
�p k
WC `�Mg'.
1 n+
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v g►1' I � 10 ELM
i II I� II I
O I I PLM
8 L
T
I I l i l "q
W 2 we q g
g 20 NUT
q
f}-- I I I f I 10 NUT 0, 24 WC
I I I{ 10' Water Lj Esm . (IW )
In'st. #8 n 8— 6 �^ NUT kti
O 8
5' SQU EE LM IC ISTRIBUTION TRAN RMER 10 NUT +
I1 Sanita we
W, 1 In t. # 90 G O�Sb�b No Physical Evidence of Line
1
Z g + G �{ • r G 32.8 ' '49'34 "W 8.33'
W lennwood Offic Par
W 50.00' V YD Ingress /Egress E t
O Grant of Easement I 25' Sanitary I Inst. # 89 -7338
d For Ingress /Egress Sewer E (Exhibit B)
O �er Esmt. Rec. Page 356 -361 I I I st. # 86 -48
Dated 4/12/89 I I G,'3
M J
a
lb 0;�J
NE or.
/4 NE /4
2 —T17N —R3E. / NE Car NE /4
Sec.2 —T17N —R3E
Gap 6.78' g / Q. Pk Nail Fnd.
2017.98'
INV: 835.79
S MH
k
fm
13 +,e" dell ° �� �b � w'��+ orthern Heights Addition = I
2.. CMP B. 2, Pages 29 & 30
14 NUT 16 CT 7 .+ P
50' 1 2 R W per Comprehensive Plan for Carmel, Indiana. ~° Z
(Adopted Oct. 26, 1971) 0 6 6' Asp It Street Encroachment 0
O
,,} kM2 gti
G
Young /Wolfson
86 -27716
D.B. 362, Page 31
South Line NE /4 Sec. 2 —T17N V —R3E. — S90'00 00 "W — 2703.49
gF� /
4.1 111
16 CT + —�
* TV+ "
* ;12 C T 1 g ° J
22 CTTN gk
8 CTTN
I
LL
U
12 CTTIJ Robert K. Earl O I CN
18 CTT 4 k�. m Lot 1
10 CTr Northern Heights Addition 0) cNo
10 CT g�Fy M Inst. # 8743936 W N
+ '1� 6 NUT'4M 'p' .1. 2 C TN-
TB W
TWIN 6 NUT +�
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15 CTTN �. m Cn
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r f Rib G +k�' 5' Utility Esmt. 0 I�
5' Utility Esmt—
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Ggw 22 CTTN +w' U
' Cn
12 CTT I LL \
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14 CTT qq o
Erman Hall Jr. W c
Lot # 25 z I
I
no Northern Heights Addition
o Inst. # 8704055 I w
N
N Z
O
v
rn
+ bib c�i Q Q
'2. . m U N
f'. o Q C j
v J
v
N
w•
° v
z _
TB
r+M�yq TB +�2 I b. "'
I g f, ?.. r O
g Z James & Robin Daniel O
Lot # 26 W
20 C N •v
co
J. Northern Heights Addition }
3 Inst. # 84 -5792
W
Note: Gap Area Not eluded.
Located Bet to the West Line of
Northern Height Addition and the
East Line of the W/2 NW /4 NE /4
Sec. - 2— T17N —R E.
W
z
GOMg gk�G
'b
j.6 qq 4 A' V,
I
Gap 8.47' Cl)
I I 2.28' Asphalt Street Encroachment O
10' Drainage Esmt.—
Inst. #89-7338 m a
SE Car NE /4
Sec.2 —T17N —R3E
Iron Pin Fnd.
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