HomeMy WebLinkAboutBuilt AsPARK
A SHB UR Y -A
SEC TION
SE CONDA R Y PLA T
LEGEND
D.E. ~ DRAINAGE EASEMENT
U.E. ~ UTILITY [A3EwEwr
R/W~ RIGHT OF WAY
N.R. ~ wow RADIAL
Sl rT.± ~ SOoAn[ FEET, MORE on LESS
B.S.L. ~ Bu/LD/ws SETBACK LINE
R ~ RADIUS
L ~ L[wCnH
F68--0]~ TYPICAL STREET ADDRESS
L.S.E. ~ LANDSCAPE EAsswcwT
P.D.E. ~ PRIVATE DRIVE ESwr
L.D.E. ~ uw/Tco oeA/wAos csuT.
Pusunnt to the requirements of Indiana Code 35-7-4 et xeq oxamended m
nupp|,memtod, and on Ordinance adopted by the Common Council of the City of
Cormei |ndiunu, this plot was given approval by the City of Carmel as follows:
Adoulod this ---_--_--_ day of ---_---_------_--_
CARVL CITY PLAN COMMISSION
By
D'purtmont of Community Services
Cormel, In. 46032
0T17'547 E 238.00
MAG NAIL. SET N —~`
............. '
S 89* 17'54" W 31773' ~'~
l58�2' 159.*1'
_. - ___
di
Ln
___
5963 SQ. Fr.
0.14 ACRES
35
Wi
7284 SQ. FT.
0.17 ACRES
7232 SQ. FT.
0.17 ACRES
04
cN
33 9 32 31
0.19 ACRES 7320 SQ. FT. 7320 SQ. FT.
0.17 ACRES 0.17 ACRES
SCHAEFFER WAY
22
23
10867 SQ. Fr.
0.25 ACRES 9 F --
CN C,4
Ln
7363 SQ. Fr.
0.17 ACRES
|
NOTF-, ON MONUMENTS AND MARKERS
.-�i
�
Ui
`^|�
6087 SQ. FT.
6868 SQ. FT.
0.14 ACRES
0.16 ACRES
ES
A CRU���� THE TOP TO SET, WHERE SHOWN, FLUSH WITH
89.51
-
F/@SH GRADE.
= J
7460 3Q. FT. Eli
(mC>|
7398 SQ. FT.
0.17 ACRES
.15
0. 17 ACRES
50-00
�
S LONG WITH 1 1/2. DIA. TAPERED BRASS CAP HAVING A CUT ^X^
IN THE TOP, TO BE SET FLUSH
00 CIA
- -- -- --
-- -- —25-0.
2�'42^
~Y
-_ -- -- __ -- -_
/
04
19
/
WITH FINISH STREET SURFACE OVER
6173 jq. FT.
E ��0. 0-0'
C9 0.14 ACRES
| A j/8^ DIA. x JO^ LONG STEEL R[BAR
00
di
Ln
___
5963 SQ. Fr.
0.14 ACRES
35
Wi
7284 SQ. FT.
0.17 ACRES
7232 SQ. FT.
0.17 ACRES
04
cN
33 9 32 31
0.19 ACRES 7320 SQ. FT. 7320 SQ. FT.
0.17 ACRES 0.17 ACRES
SCHAEFFER WAY
22
23
10867 SQ. Fr.
0.25 ACRES 9 F --
CN C,4
Ln
7363 SQ. Fr.
0.17 ACRES
|
NOTF-, ON MONUMENTS AND MARKERS
.-�i
�
Ui
`^|�
--————————————————rn
89-55'3T[ (d) 238.00'
6868 SQ. FT.
\�
'
0.16 ACRES
ES
A CRU���� THE TOP TO SET, WHERE SHOWN, FLUSH WITH
89.51
-
F/@SH GRADE.
= J
7460 3Q. FT. Eli
(mC>|
o� |
0.17 ACRES
.15
di
Ln
___
5963 SQ. Fr.
0.14 ACRES
35
Wi
7284 SQ. FT.
0.17 ACRES
7232 SQ. FT.
0.17 ACRES
04
cN
33 9 32 31
0.19 ACRES 7320 SQ. FT. 7320 SQ. FT.
0.17 ACRES 0.17 ACRES
SCHAEFFER WAY
22
23
10867 SQ. Fr.
0.25 ACRES 9 F --
CN C,4
Ln
7363 SQ. Fr.
0.17 ACRES
o
NOTF-, ON MONUMENTS AND MARKERS
21
E3 [: NOTES A4*x4'x36^LONG PRECAST CONCRETE M0NUWENTWTH
6868 SQ. FT.
0.16 ACRES
ES
A CRU���� THE TOP TO SET, WHERE SHOWN, FLUSH WITH
89.51
F/@SH GRADE.
00
0.
13 Q
6513 SQ. Fr.
.15
4w D'140T[S A 'COPP[RwELD^' 5/8^ DIA. COPPER COATED STEEL ROD
�
S LONG WITH 1 1/2. DIA. TAPERED BRASS CAP HAVING A CUT ^X^
IN THE TOP, TO BE SET FLUSH
00 CIA
- -- -- --
-- -- —25-0.
2�'42^
~Y
-_ -- -- __ -- -_
/
04
19
/
WITH FINISH STREET SURFACE OVER
6173 jq. FT.
E ��0. 0-0'
C9 0.14 ACRES
| A j/8^ DIA. x JO^ LONG STEEL R[BAR
00
SHEET'
OF 6
A3HBURY PARK SEC 1 PIC e
`80528-20100
SOURCE* OF TITLE INSTR# 99-22475
THS INS '?UMENT PREPARED BY DENNIS K. SINGER, R.L.S. #S0470, OF PAUL 1. C:L
-
g
10733 SQ. F7.
0.35 ACRES
10
l&41A 3� 57.
-----. --- 8.88 ACRES
000NUEG ON
21
6868 SQ. FT.
0.16 ACRES
ES
89.51
00
0.
13 Q
6513 SQ. Fr.
.15
00 CIA
04
19
6173 jq. FT.
C9 0.14 ACRES
00
SHEET'
OF 6
A3HBURY PARK SEC 1 PIC e
`80528-20100
A SHB UR Y PARK
SECTION 7
SECONDARY PLAT
N
0 25 50 100
SCALE: 1"=50'
LEGEND
D.E. = DRAINAGE EASEMENT
U.E. = UTILITY EASEMENT
R/W = RIGHT OF WAY
N.R. = NON RADIAL
SQ. FT.t = SQUARE FEET, MORE OR LESS
B.S.L. = BUILDING SETBACK LINE
R = RADIUS
L = LENGTH
680 = TYPICAL STREET ADDRESS
L.S.E. = LANDSCAPE EASEMENT
P.D.E. = PRIVATE DRIVE ESMT.
L.D.E. = LIMITED DRAINAGE ESMT.
W
i
Pursuant to the requirements of Indiana Code 36-7-4 et seq as amended or
supplemented, and on Ordinance adopted by the Common Council of the City of
Carmel, Indiana, this plat was given approval by the City of Carmel as follows:
Adopted this — — — — — — — — — — day of ------------------,
CARMEL CITY PLAN COMMISSION
BY: -------------------------------
Deportment of Community Services
Carmel, In. 46032
NOTES ON MONUMENTS AND MARKERS
❑ DENOTES A 4' x 4' x 36' LONG PRECAST CONCRETE MONUMENT WITH
A CROSS CAST IN THE TOP TO SET, WHERE SHOWN, FLUSH WITH
FINISH GRADE.
• DENOTES A 'COPPERWELD', 5/8" DIA. COPPER COATED STEEL ROD
6" LONG WITH 1 1/2" DIA. TAPERED BRASS CAP HAVING A CUT 'X"
IN THE TOP, TO BE SET FLUSH WITH FINISH STREET SURFACE OVER
A 5/8" DIA. x 30' LONG STEEL REBAR.
i t reet
159.41'
MR IN
I
MAG NAiL.. "SET
.........................................
<,
............... .._ ....._.................... ................X - - _........
... .... ..........
98.73'
k prn Wit;;
C, 5963 SQ. FT. \ "
0.14 ACRES
.. 1 ,5f E
132.89'
g 35
7284 SQ. FT. `J
0.17 ACRES
N 89' 17'54' E"
131.96' $
z
J
34
S m N *>> O
Cd 7232 SQ. FT.
N 0.17 ACRES
. `.. S 89'17'54" W 273.90'
"N 8T17'5470.00' 61.03' 58.97' 5500' 55.00' '' 55.00' 49.93'
FO
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W W
Cd W
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N S a F(D
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N 33 $ 32 N 31 '�' 6710 SQ. FTN 6710 ACRES 67402SQ. FT. 27 0 0
454 SQ. FT. 7320 SQ. FT. 7320 SQ. FT. 0.15 ACRES 0 7155 SQ. FT.
0.19 ACRES .0' ACRES 0.16 ACRES z
0.17 ACRES I 0.17 ACRES
20' B.S.L.
15' B.S.L. r : ;i 5 °..;23-31
5 8 S.L.�P. A�. 55.00' 55.00'31.g7'
p, 35HAEFER A`AY
.22
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R=
S 89'17'54Wo �?�
�
17'pS 89 348.31' �RS po � ,n
348.31' °oQ
,
SCHAEFER WAY
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83.11' 60.00' 55.00' 55.00' 47.48' 27. 88
15' B.S.L 15' B.S.L. `72S 00' 2
CONTINUED ON "BEET 4 OF
4-
0 0
SHEET 2 OF 6
THIS INSTRUMENT PREPARED BY DENNIS K. SINGER, R.L.S. #SC470, OF 'AUL I. CRIPE, ;NC. ASHBtIRY PARK SFC 1 PIC # 980526-20100
i
—
S 7g59'3T W
55.00' 50.27' ti
20' B.S.L.
20' B.S.L.
60.00'
55 90'
S 89'11 7'54' W
C.A. C'
22
W
4
25W W
10867 SQ. FT.
W
23
CN
26
0.25 ACRES
N
r;
N
N $
•-
q
125.76'
13.15
i
C
ti
7363 SQ. FT.
6474 SQ. FT.
N
6199 SQ. FT.
7077 SQ. FT.2
ir'
0.17 ACRES
0.15 ACRES
0.14 ACRES
0.16 ACRES
o
20
o
6513 SQ. FT.
M
CONTINUED ON "BEET 4 OF
4-
0 0
SHEET 2 OF 6
THIS INSTRUMENT PREPARED BY DENNIS K. SINGER, R.L.S. #SC470, OF 'AUL I. CRIPE, ;NC. ASHBtIRY PARK SFC 1 PIC # 980526-20100
i
S 7g59'3T W
55.00' 50.27' ti
,�
60.00'
55 90'
S 89'11 7'54' W
C.A. C'
66.25'
41
105.27' sr� X191
S 89'17'54" W 126.25' 8.24'
l
W
S 89'51'57 W 112.01'
CO
CONTINUED ON "BEET 4 OF
4-
0 0
SHEET 2 OF 6
THIS INSTRUMENT PREPARED BY DENNIS K. SINGER, R.L.S. #SC470, OF 'AUL I. CRIPE, ;NC. ASHBtIRY PARK SFC 1 PIC # 980526-20100
i
6868 SQ. FT.
$
C.A. C'
0.16 ACRES
N
l
¢
S 89'51'57 W 112.01'
196912 SQ. FT.
4.52 ACRES
125.76'
13.15
\o
ir'
W
o
20
6513 SQ. FT.
M
2 4�
0.15 ACRES
o
U-'
A 'y
tit
N 89'51'52' E
113.53'
41
:CO
n
8
r.
CN
N
C4
N
19
$
"'
6173 SQ. FT.
0.14 ACRES
N
CONTINUED ON "BEET 4 OF
4-
0 0
SHEET 2 OF 6
THIS INSTRUMENT PREPARED BY DENNIS K. SINGER, R.L.S. #SC470, OF 'AUL I. CRIPE, ;NC. ASHBtIRY PARK SFC 1 PIC # 980526-20100
ASHBURY PARK
SECTION I
SECONDARY PLAT
N
0 25 50 100
75
SCALE: 1"=50'
LEGEND
D.E. = DRAINAGE EASEMENT
U.E. = UTILITY EASEMENT
R/W = RIGHT OF WAY
N.R. = NON RADIAL
SO. FT.± = SQUARE FEET, MORE OR LESS
B.S.L. = BUILDING SETBACK LINE
R = RADIUS
L = LENGTH
f-680]= TYPICAL STREET ADDRESS
L.S.E. = LANDSCAPE EASEMENT
P.D.E. = PRIVATE DRIVE ESMT.
L.D.E. = LIMITED DRAINAGE ESMT.
Pursuant to the requirements of Indiana Code 36-7-4 et seq as amended or
supplemented, and an Ordinance adopted by the Common Council of the City of
Carmel, Indiana, this plat was given approval by the City of Carmel as follows:
Adopted this - - - - - - - - - - day of - - - - - - - - - - - - - - - - - --
CARMEL CITY PLAN COMMISSION
BY: -------
------------------------
Department
-----------------------------Department of Community Services
Carmel, In. 46032
NOTES ON MONUMENTS AND MARKERS
0 DENOTES A 4" x 4" x 36" LONG PRECAST CONCRETE MONUMENT WITH
A CROSS CAST IN THE TOP TO SET, WERE SHOWN, FLUSH WITH
FINISH GRADE.
0 DENOTES A "COPPERWELD", 5/8' DIA. COPPER COATED STEEL ROD
6' LONG WITH 1 112- DIA. TAPERED BRASS CAP HAVING A CUT 'X"
INTHE TOP, TO BE SET FLUSH WITH FINISH STREET SURFACE OVER
A 5/8" DIA. x 30' LONG STEEL REBAR.
21:38. W/
3 /
3'E 0. 2 `3
OF 0R.
R.
DA!T".: 19'919 0:
CONTINUM ON SHEF1 I OF �
N 89*59'09* W
RADIUS
N 89'1154' E
CHORD LENGTH
0.41'
DELTA ANGLE
TANGENT
1 -CL
N 8T51'52' E
9406 SQ. Fr.
78.66'
N 11'28'38 W
2740'59'
0.22 ACRES N
10989 SQ. FT.
175.00'
20120'1.
68.83'
0.25 ACRES
2740'59'
W (d) 222.41'
1 -OUT
225.00'
89.08,
N 9900'007 W (d)
N 11'28'39' W
2740'59"
45.13'
222.00'
200.00'
77.20'
7632'
10
C.A. "C"39.77,
39.77
S
2 -IN
175.00'
196912 SQ. FT.
N
4.62 ACRES 8755-23"
j).6k
N 1707'54 IN
11'22'27"
72.33,
2 -OUT
225.00'
86.85'
xx
N 11*45*37* W
12414 SQ. FT.
04
3 -CL
150.00'
POND
"Y
19
6173 SQ. FT.
2736'21*
36.85'
3 -IN
NO. 91 21062 SL 20SEWAGE ESMT.
60.23*
59.65'
N 7653*55 W
PER INSTR. NO 91-09874 (STORM
0.28 ACRES
3 -OUT
175.00'
LINE WAS 13UN OUTSIDE THE. ESMI',,%
L
67.07'
;-0
0.14 ACRES
34.17'
V)
. ... ...... .... . ... ...........
N
201 SEWA(_'�'E
y ;-
oo
S
89'51'52' IN
112.00'
05,
S 8751 V W 1
1
54
117.05'
N 89*52'52"
E 78.02'
126.00'
-4
M
CO
18
Cxj
6403 SQ.
FT.
Ln
6930 SQ. F?.
zn :2
zo oo
0.15 ACRES
ul
0.16 ACRES
N 89'51'52' E
112-00'
44.13'
S 89'51'52" W
156.13'
C401
126.00'
17
to
12
7194 SQ. Fr.
9
o
9
U0
7052 S1. Fr.
0. 17 ACRES
Ln
19
0.16 ACRES
N 8T51'5r E
C14
S 89'51'52' W
N
89'51'52' E
112.00'
126.00'
25.00'
00
00
04
16
8790 SQ. FT.
1 0204 SQ. FT.
"4
0.20 ACRES
003'
0.23 ACRES
ryL
F,
A
14
N 89*59'09* W
RADIUS
15
CHORD LENGTH
0.41'
DELTA ANGLE
TANGENT
1 -CL
200.00'
9406 SQ. Fr.
78.66'
N 11'28'38 W
2740'59'
0.22 ACRES N
10989 SQ. FT.
175.00'
. ............ ..........................
68.83'
0.25 ACRES
2740'59'
W (d) 222.41'
1 -OUT
225.00'
89.08,
N 9900'007 W (d)
N 11'28'39' W
2740'59"
45.13'
222.00'
200.00'
77.20'
7632'
N 11'45'37' W
C.A. "C"39.77,
39.77
S
2 -IN
175.00'
196912 SQ. FT.
N
4.62 ACRES 8755-23"
j).6k
N 1707'54 IN
11'22'27"
72.33,
2 -OUT
225.00'
86.85'
xx
N 11*45*37* W
2707*01*
43.97'
3 -CL
150.00'
POND
"Y
7 20! STORM SEWER ESMT. PER iNSTR.
2736'21*
36.85'
3 -IN
NO. 91 21062 SL 20SEWAGE ESMT.
60.23*
59.65'
N 7653*55 W
PER INSTR. NO 91-09874 (STORM
30.71'
3 -OUT
175.00'
LINE WAS 13UN OUTSIDE THE. ESMI',,%
L
67.07'
N 7939'15 W
CD
34.17'
V)
. ... ...... .... . ... ...........
N
201 SEWA(_'�'E
y ;-
ESMT. PER INSTR. NO.
c).1 -t.}98" 4
zo
6
S 66
- 1<7)
68, rn
LLJ t)
CD
--------------
7------------ --
U-)
58' - - - - - - - - - - - - -- 04
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
DELTA ANGLE
TANGENT
1 -CL
200.00'
79.18'
78.66'
N 11'28'38 W
2740'59'
40.11'
1 -IN
175.00'
69.28'
68.83'
N 11'28'38 W
2740'59'
35.10'
1 -OUT
225.00'
89.08,
88.50,
N 11'28'39' W
2740'59"
45.13'
2 -CL
200.00'
77.20'
7632'
N 11'45'37' W
2707'01*
39.09'
2 -IN
175.00'
34.74'
34.68'
N 1707'54 IN
11'22'27"
17.43'
2 -OUT
225.00'
86.85'
86.32'
N 11*45*37* W
2707*01*
43.97'
3 -CL
150.00'
72.27'
71.58'
N 76*53'56* W
2736'21*
36.85'
3 -IN
125-00'
60.23*
59.65'
N 7653*55 W
2736'22"
30.71'
3 -OUT
175.00'
67.49'
67.07'
N 7939'15 W
2705'42*
34.17'
rn
00
e�p
SHLL I 5 Ul- 0
THIS INSTRUMENT PREPARED BY DENNIS K. SINGER. R.L.S. #S0470, OF PAUL I. CRIPE, INC. ASHBURY PARK SEC 1 PIC #980528-20100
A SHB UR Y PARK
SECTION 7
SECONDARY PLAT
N
0 25 50 100
SCALE: 1"=50'
LEGEND
D.E. = DRAINAGE EASEMENT
U.E. = UTILITY EASEMENT
R/W = RIGHT OF WAY
N.R. = NON RADIAL
SQ. FT.t = SQUARE FEET, MORE OR LESS
B.S.L. = BUILDING SETBACK LINE
R = RADIUS
L = LENGTH
F6-80]= TYPICAL STREET ADDRESS
L.S.E. = LANDSCAPE EASEMENT
P.D.E. = PRIVATE DRIVE ESMT.
L.D.E. = LIMITED DRAINAGE ESMT.
Pursuant to the requirements of Indiana Code 36-7-4 et seq as amended or
supplemented, and on Ordinance adopted by the Common Council of the City of
Carmel, Indiana, this plat was given approval by the City of Carmel as follows:
Adopted this — — — — — — — — — — day of ------------------,
CARMEL CITY PLAN COMMISSION
BY: -------------------------------
Department of Community Services
Carmel, In. 46032
NOTES ON MONUMENTS AND MARKERS
❑ DENOTES A 4' x 4' x 36" LONG PRECAST CONCRETE MONUMENT WITH
A CROSS CAST IN THE TOP TO SET, WHERE SHOWN, FLUSH WITH
FINISH GRADE.
• DENOTES A "COPPERWELD', 5/8" DIA. COPPER COATED STEEL ROD
6- LONG WITH 1 1/2' DIA. TAPERED BRASS CAP HAVING A CUT "X"
IN THE TOP, TO BE SET FLUSH WITH FINISH STREET SURFACE OVER
A 5/8" DIA. x 30' LONG STEEL REBAR.
DA'Z'E.: 07 1; 1999 FILE: U:\980;)7.8\?OIUU\CAU\ UfiVf:Y\saotp4.dwg USEfi': quiitutl
CON11NUEC ON SHEET 2 OF 6
S 1404'0 W � cS`
32.57' 13
ti
sTR, POND
Gp �s1
MT. Off,
"
h1'T . } `• S 6 15N
..........
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60.00'
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t r
$
6173 SQ. FT.
00
0.14 ACRES
w
_... ... .....
\
S
89'51'52' W
112.00'
5.05'
r\ r\
117.05'
\
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18
8
N
6403 SQ.
FT.
r\
0.15 ACRES
N
N
�\ F
N
r\ \r \\ dtp
N 8951'57' E
112.00'
'gy,
156.13'
1B
17
�
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0.17 ACRES
\
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N 89'51'52' E
1'52' E
112.00'
' �S
\
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..
16
10204 SQ. FT.
0.23 ACRES
x.210.03'
ti�
4,
jrj,
15
's
h
N 10989 SQ. FT.
�p`1'
0.25 ACRES
hb
DA'Z'E.: 07 1; 1999 FILE: U:\980;)7.8\?OIUU\CAU\ UfiVf:Y\saotp4.dwg USEfi': quiitutl
CON11NUEC ON SHEET 2 OF 6
S 1404'0 W � cS`
32.57' 13
ti
sTR, POND
Gp �s1
MT. Off,
"
h1'T . } `• S 6 15N
..........
..._...._.�. 6�56, W S 87*28'01" W
60.00'
THIS INSTRUMENT PREPARED BY DENNIS K. SINGER, R.L.S. #SO470, OF PAUL I. CRIPE, INC.
C.A. "C"
196912 SQ. FT.
4.52 ACRES
SHEE1 4 OF b 1
ASHBURY PARK SEC 1 PIC # 980528-20100
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THIS INSTRUMENT PREPARED BY DENNIS K. SINGER, R.L.S. #SO470, OF PAUL I. CRIPE, INC.
C.A. "C"
196912 SQ. FT.
4.52 ACRES
SHEE1 4 OF b 1
ASHBURY PARK SEC 1 PIC # 980528-20100
V) O
CO OZ v
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SHBURY PARK
SECTION 1
SECONDARY PLAT
N
0 50 100
25 75
SCALE: 1"-50'
LEG MSV
S.D. & U.E. = SEWER, DRAINAGE AND UTILITY EASEMENT
D.E. - DRAINAGE EASEMENT
S.E. = SEWER EASEMENT
U.E. - UTILITY EASEMENT
B.S.L. - BUILDING SETBACK LINE
R = RADIUS
L - ARC LENGTH
R.W. - RIGHT OF WAY
SQ. FT. = SQUARE FEET
® = STREET ADDRESS
SOURCE OF TITLE : INSTR# 99-22475
Pursuont to the requirements of Indiana Code 36-7-4 et seq as amended or
supplemented, and an Ordinance adopted by the Common Council of the City of
Connel, Indiana, this plot wos given approval by the City of Carmel as follows:
Adopted this ---------- day of ------------------, 2000.
CARMEL CITY PLAN COMMISSION
BY: -----------------------------
DeWtment of Community Services
Carmel, In. 46032
N.W. COR. NE 1/4
SEC. 27 -18N -3E
FOUND 5/8" REBAR DOWN 1"
N W 17'54" E 238.00'
T_ — P.O.B.
L� -
\Cl>
I
JP�
A601
I PCO moo.
I
I
1-------------------------
S 89'55'38" E (d) 238.00' r — — — — — — —
III
,dI
�I
i
I
a lv
C3
I
Z
9
N 89'52'52" E 238.00'
11113 IIV:? 1rCVMCI`I 1 rI mnr-V D I VCIVINV J n. 0IIYl7CR, R.L-Z:�. JFZOV4/U, OF I -AUL I. UKII-t, IIVC;.
MAG NAIL SET
DATE: 01-28-2000 FILE: 0: \980518\20100\CAD\SURVEY\aectpl.dwg USER: quimat
NOTES ON MONUMENTS AND MARKERS
❑ DENOTES A 4" x 4' x 36" LONG PRECAST COKIRETE MOINIMENT NTH
A CROSS CAST IN THE TOP TO BE SET, WHERE SHOWN, FLUSH WITH
FINISH GRADE.
o DENOTES A "COPPERWELD', 5/8' DIA. COPPER COATED STEEL ROD
6" LONG WITH 1 1/2" DIA. TAPERED BRASS CAP HAVING A CUT "X"
IN THE TOP, TO BE SET FLUSH WITH FINISH STREET SURFACE OVER
A 5/8" DIA. x 30" LONG STEEL REBAR.
-w
1,r
FEB 1 -
DOM
�J MAI
West 136th Street
r17'54" W 317.73'
3 OF 4
31
7320 SQ. FP.
0.17 ACRES
762
EDISON RAY
64
0
21r-,
-SHEET 1 OF 4
A%"Y PARK SEC 1 PIC / 980528-20100
DATE: 01-28-2000 FILE: 0:\980528\20100\CAD\SURVEY\sectp2.dwg USER: quimat
ASBUR PARK
MAG NAIL SET I
West 136th Street i N. LINE, NE 1/4, SEC. 27 -18N -3E
/ S 8517'54" w 317.73'
SECTION
159.41' I
--- --- 77
SECONDARY PLAT gN � - --- --- --1
g T----
4 98.73' I
f4''aREG. U. A D.E.C.A. 5983 SQ. FT. �h I
0.14 ACRES D�QQ
I+ N 89'17'54' E <A'00
132.89'
132.89' M
U4 C7;
I
N 35
13 7264 SQ. FT.
0 too �, w 9,,4 0.17 ACRES
2S 75 c / " 13595
Ye co
SCALE: 1"-50
,r N 8917.54" E
b
�
$ m �^ 7232 SQ. FT. o
00
0.17 ACRES
11 3587 I
s' D. S 6517'54" w 273.90'
g 70.00 61.03' 58.97' 55.00' 55.00' 55.00' 49.93' 4
N 25' D.E. 30' D.E. �' 8l1FFER YARD S
M'f f'1 N W
LEWO C'4
S.D. U.E. = SENER, DRAINAGE AND UTILITY EASEMENT I - 33 �1 32 g 31 g 30 $ 29 N 28
D.E. = DRAINAGE EASEMENT 5494 SQ. FT. g `^ 7320 SQ. !T. "' 6710 SQ. FT. 6710 SQ. !T. 6740 SQ. FT. 27 0
R ,n 7320 SQ. FT. 0.1 S ACRES 0.19 ACRES 7155 SQ. FT.
S.E. SEWER EASEMENT I 0.19 ACRES 0.17 ACRES 0.15 ACRES
U.E. =UTILITY EASEMENT � 0.17 ACRES 754 746 738 0.18 ACRES
r� 778 770 762
P.S.L. =BUILDING SETBACK LINE 20' B.S.L. n
R - RADIUS LZO' tS:S.I.
L =ARC LENGTH 15' B.S.L. 15' U. A D.E. 15' U. A D.E. 1
R.W. = RIGHT OF WAY 'R.�'r?• 50.00" 60.00' 60.00' 55.00' 55.00' 23.31' 31.87' 33
SO. = SQUARE FEET ?p• s? -
= STREET ADDRESS 22 o`b
a S 891 TS4 w 348.31' S 6917"54 w T
A= 7 2. y 7. Q
,ten EDISON RAY 346.31 EDISON MAY Ci"'►+e 3+ 3 Q00,
e
60.00' 55.00' 55.00' 47.48' 2788,
R- 3?• 3$ , ry``�
t 5' B.S.L. 15'
U.A D.E. 15' B.S.L.125 p�
Pursuant to the requirements of Indiana Code 36-7-4 et seq as amended or
supplemented, and on Ordinance adopted by the Common Council of the City of
Carmel, Indiana, this plat was given approval by the City of Carmel as follows:
Adopted this ---------- day of ------------------• 2000.
CARMEL CITY PLAN COMMISSION
BY: -------------------------------
Deportment of Community Ser*"
Carmel, In. 46032
NOTES ON MONUMENTS AND M A M(ERS
❑ DENOTES A 4' x 4' x 316' LONG PRECAST CONCRETE MONUMENT 1117H
A CROSS CAST M THE TOP TO SE SET, 04M SHOMN, RUSH NTH
F"SH GRADE.
o DENOTES A "COPPERVELD", 5/1' PA. CODER COATED STEEL ROD
6" LONG MTH 1 1/2' OLA. TAtFM BRASS W HAWK A CUT Y
IN THE TOP, TO K SFT FLW STH FINISH STREET SURFACE OVER
A 5/8" DIA. x 30" LONG STEEL RESAT R.
T.
6
roe SQ. F'r.
.22 ACRES
0.25 ACRES
V
124146�.
---� 0.26 ACRID
IS INSTRUMENT PREPARED BY DENNIS K. SINGER, R.L.S. f/SO470, OF PAUL I. CRIPE, INC.
60.00'
'''� N $9' 17'54" E 105.27'
Al 66'
5.25'
b•24'
�ggg'3r E
; N
�o
04
S 8551'52" w
13.75'
Z
112.01'
6'
13.75 3
FT.
tES
?v
M
U-) o
'51'52" E
13.53'
3
19
b$
9Q• FT.
8 g S 8551'52" W
I ACRES
/ 5.05'
CONTNNIED ON 9W 3 OF 4
SHEET 2 OF 4
A94MY PARK SEC 1 PIC /9150528-20100
I
ASHBURY PARK
SECTION 1
SECONDARY PLAT
N
0 50 100
25 75
SCALE: 1"-50'
LEGM
S.D. & U.E = SEWER, DRAINAGE AND UTILITY EASEMENT
D.E. - DRAINAGE EASEMENT
S.E. - SEWER EASEMENT
U.E. - UTILITY EASEMENT
B.S.I. - BUILDING SETBACK LINE
R = RADIUS
L = ARC LENGTH
R.W. = RIGHT OF WAY
S0. r`T = SQUARE FEET
® = STREET ADDRESS
60
238.00' ___
250.00'
C?
W
10
I �\����0�1 O
V)
250.00'----- /-----
v
89'52'52" E 327.26' N 89'52'52" E 78.02'
a�
w
N
PJ\� X10
Pursuant to the requirements of Indiana Code 36-7-4 et seq as amended or
supplemented, and on Ordinance adopted by the Common Council of the City of
Carmel, Indiana, this plot was given approval by the City of Carmel as follows:
Adopted this ---------- day of ------------------, 2000.
CARMEL CITY PLAN COMMISSION -
d
BY: ------------------------------- - - 2' N 89'12'43" W (d) 222.41' ---- -
Department of Community Services N 90'00'00" W (d)
Carmel, In. 46032 222.00'
le
J
NOTES ON MONUMENTS AND MARKERS eek
❑ DENOTES A 4' x 4' x 36' LONG PRECAST CONCRETE MONUMENT WITH
A CROSS CAST IN THE TOP TO BE SET, WHERE SHOWN, FLUSH WITH
FINISH GRADE.
O
o DENOTES A 'COPPERWELD', 5/8' DIA. COPPER COATED STEEL ROD
6" LONG WITH 1 1/2' DIA. TAPERED BRASS CAP HAVING A CUT "X'
IN THE TOP, TO BE SET FLUSH NTH FINISH STREET SURFACE OVER
A 5/8' DIA. x 30" LONG STEEL REBAR.
THIS INSTRUMENT PREPARED BY DENNIS K. SINGER, R.L.S. #S0470, OF PAUL I. CRIPE, INC.
CONTINUED ON SHEET 1 OF 4 DATE: 01-28-2000 FILE: 0:\980528\20100\CAD\SURVEY\seclp3.dwg USER: quimot
Jlo 7 20' B.S.L.
3 64
39.77,
S 82'55'23" 32.57'
E 72,33' N 14 4
20' STORM SEVER ESMT. PER INSTR.
NO. 91-21082 & 20' SEWAGE ESMT.
PER INSTR. NO. 91-09874 (STORM
LINE WAS BUILT OUTSIDE THE ESMT.)
20' SEWAGE ESMT. PER INSTR. NO.
� 91-09874
CURVE TABLE
4l e° E
3 N 1859 37'
�R . S 89'51'52" W
3
S S 89'51'52" W
5.05'
52_._ W
0
E
N
CURVE
13.75'
ARC LENGTH
CHORD LENGTH
T5O
DELTA ANGLE
TANGENT
1 -CL
200.00'
79.18'
78.66'
N I 1'28'X
3
S S 89'51'52" W
5.05'
52_._ W
0
E
N
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
DELTA ANGLE
TANGENT
1 -CL
200.00'
79.18'
78.66'
N I 1'28'X
w
2740'59'
40.11'
1 -IN
175.00'
69.28'
68.83'
N I 1*28'3e
w
2740'59'
35.10'
I -OUT
225.00'
89.08'
88.50'
N I 1'28'31r
W
2240'59
45.13'
2 -CL
200.00'
71.20'
76.72'
N I 1*45'3r
W
2707'01 r
39.09'
2 -IN
175.00'
34.74'
34.68'
N 1707'54
w
11'22'2
17.43'
1 -OUT
225.00'
86.85'
86.32'
N 11'45'3
W
2707'01
43.97'
3 -CL
150.00'
72.27'
71.58'
N 7653'55
W
2736'2
36.85'
3 -IN
125.00'
60.23'
59.65'
N 7953'5
W
273677
30.71'
3 -OUT
175.00'
67.49'
67.07'
N 79'39'1
W
2705'4
34.17'
SHEET 3 OF 4
ASHBURY PARK SEC 1 PIC #980528-20100