HomeMy WebLinkAboutReplat.03Y)
I
a
r)
Y)
I:.
IY.
YI
)n
�J
tJ
V
N
In
m
f7
IJ
11
8
Ll
P
S
0
WEST CARMEL CENTER
REPEAT OF BLOCK A
NORTH LINE, N.W. 1/4, SECTION 7 -T17N -R3E; N89 005'48 "E
WEST 106th STREET ADDITIONAL RIGHT -OF -WAY NON- ACCESS•
FOR 106th STREET - 0.106 Act EASEMENT
\
--- rr i S89 °32'09 "E
N00 ° 5412 W 34.54
NON- ACCESS �``A,J 38.05 10' UTILITY
\ EASEMENT _I!r EASEMENT
N20 057'17 "W
134.74
♦ f i I I \ 30' UTILITY
♦ \ ' 'i EASEMENT
\ ♦ 15' UTILITY - `t' I r I\
\ \ EASEMENT A I
\ \
♦ \ :;�r � .I� A001110NAL RIGHT -OF -WAY
\ ♦ y ! ,�' r , I FOR COMMERCE DRIVE
\ \\ ♦ yo) `�c�' �r, 0.090 Act
\
N47 °00'38 "W
NF CORNER, NW /z
SEC. 7 -117N -R3E
0. 100' 200'
SCALE: 1" =100'
NG
\ G \ ♦
18.36'
�,
30 oC 'ACCESS �
'/
\ \ o EASEMENT
\ o
�% l j\J ♦..�' �r I.r j.111 I-J rl �. ° e (` l�$ 1 ,<^l, /
\1 l a S16 41'05 "E N25 28'51 "W / // gyp/ /
\ \�i.v`♦ ` 'r�1II1�yL� •� �.t�,,111 24.20' 109.89' J��V��� ,L^a�`�/ // •Q
r\ O 4. •� / / y/ /
�j► n�i?I 1111' I - c�6 q n ° r I ° 30 DRAINAGE /
\ \ 1 I I 1 I I I I I y Z �� I\r r N 16 41'05 "W ltp /// /
�. t \ EASEMENT 5 /
; �' a p �\. t l 374.23'
t
'S \ �`'� k sa 5 cA\ ��� I r��\ N10 °56'04 "E �,I (`6j /
\ \ ) o -► GGE`a �N� tl I i r Al 95.92' r , / / /� Pg (4 /
\ \ S w, \a'rr Ln ffrlr. Ikr,". / � \!Z PCB ,
Qp 03
AX
d r'
loll
V�,w'� %,
�.r• rpZ/ �P� j/ //
I IF
loll
� / Paper /
/ / /
/
/ /
/ /� //
/
\
\
Y kX DRAINAGE EASEMENT
�Xyr
UTILITY EASEMENT
IF 711 If I I SANITARY SEWER EASEMENT
ACCESS EASEMENT
NON- ACCESS EASEMENT
RIGHT -OF -WAY TO
BE DEDICATED
BUILDING SETBACK LINE
R/W
RIGHT -OF -WAY
J0
CONCRETE - POURED IN
PLACE MONUMENT w /IRON
w
DOWEL TO BE SET
n'
CURVE
S00 °26'24" E - 69.13'
z
W/ " +" STAMP TO 13E SET
CURVE
ti
RADIUS
61 'DIAMETER REBAR, 36"
LENGTH
F-
I lil
=
IDENTIFICATION STAMP, TO
50.00
r
17.50'
17.41'
74.51'
`0!
c) �)
1J N
1000.00
37.28
V)
11007'
C3
C4
N
3
373.35'
373.35'
S89 °33'36 "W - 373.35'
_ ?
1 1,44'
_ _ _ _.
,
n /
w
1'Ti i
J4� �
0. 100' 200'
SCALE: 1" =100'
NG
\ G \ ♦
18.36'
�,
30 oC 'ACCESS �
'/
\ \ o EASEMENT
\ o
�% l j\J ♦..�' �r I.r j.111 I-J rl �. ° e (` l�$ 1 ,<^l, /
\1 l a S16 41'05 "E N25 28'51 "W / // gyp/ /
\ \�i.v`♦ ` 'r�1II1�yL� •� �.t�,,111 24.20' 109.89' J��V��� ,L^a�`�/ // •Q
r\ O 4. •� / / y/ /
�j► n�i?I 1111' I - c�6 q n ° r I ° 30 DRAINAGE /
\ \ 1 I I 1 I I I I I y Z �� I\r r N 16 41'05 "W ltp /// /
�. t \ EASEMENT 5 /
; �' a p �\. t l 374.23'
t
'S \ �`'� k sa 5 cA\ ��� I r��\ N10 °56'04 "E �,I (`6j /
\ \ ) o -► GGE`a �N� tl I i r Al 95.92' r , / / /� Pg (4 /
\ \ S w, \a'rr Ln ffrlr. Ikr,". / � \!Z PCB ,
Qp 03
AX
d r'
loll
V�,w'� %,
�.r• rpZ/ �P� j/ //
I IF
loll
� / Paper /
/ / /
/
/ /
/ /� //
/
\
\
Y kX DRAINAGE EASEMENT
�Xyr
UTILITY EASEMENT
IF 711 If I I SANITARY SEWER EASEMENT
ACCESS EASEMENT
NON- ACCESS EASEMENT
RIGHT -OF -WAY TO
BE DEDICATED
BUILDING SETBACK LINE
R/W
RIGHT -OF -WAY
J0
CONCRETE - POURED IN
PLACE MONUMENT w /IRON
DOWEL TO BE SET
4x4 SQUARE CONCRETE
CURVE
MONUMENT, 36" IN LENGTH
W/ " +" STAMP TO 13E SET
CURVE
FLUSH
RADIUS
61 'DIAMETER REBAR, 36"
LENGTH
IN LENGTH, W/ SURVEYORS
C1
IDENTIFICATION STAMP, TO
50.00
BE SET FLUSH
r\ *� INST. #199909958215
* *� INST. #200100013187 EX. B
INST. #200100028055 EX. A -1
INST. #200100028056 EX. F
L1&VkR_E 1 _1_QP .
WEST CARMEL CENTER GLENDALE PARTNERS/
CARMEL, INDIANA I OLYMPIA PROPERTIES
AMERICAN CONSULTING, INC.
Architects 720 SHADELAND STATION
Consultants INDIANATOLIIN 46256-3917
Bnsineers (317) 347.390 FAX: (317) 543 -0270
Cop ri ht C) 2000 -2001 by American Consult
E.
SCALE: 1"= 100, REVISIONS DA I
DATE: 02120101
DRAWN BY: PED
Inc.
SHEET NO.
3
CHFCKELT UY: Gt R K}f3 N0. 99-315 At2C1mw No. I 01.- $
CURVE
TABLE
CURVE
DELTA
RADIUS
TANGENT
LENGTH
CHORD
C1
20 °0_3'06"
50.00
8.84
17.50'
17.41'
74.51'
C2
04 °16'1_2"
1000.00
37.28
74.53'
110,47'
11007'
C3
C4
16 °57'11"
18 °43'09"
373.35'
373.35'
55.64'
61,54'
121. 8'
1 1,44'
L1&VkR_E 1 _1_QP .
WEST CARMEL CENTER GLENDALE PARTNERS/
CARMEL, INDIANA I OLYMPIA PROPERTIES
AMERICAN CONSULTING, INC.
Architects 720 SHADELAND STATION
Consultants INDIANATOLIIN 46256-3917
Bnsineers (317) 347.390 FAX: (317) 543 -0270
Cop ri ht C) 2000 -2001 by American Consult
E.
SCALE: 1"= 100, REVISIONS DA I
DATE: 02120101
DRAWN BY: PED
Inc.
SHEET NO.
3
CHFCKELT UY: Gt R K}f3 N0. 99-315 At2C1mw No. I 01.- $