HomeMy WebLinkAbout41-96.19SPRING FARMS
Section Two
Secondary Plat
Submission Date: May 21, 1996
PREPARED FOR:
BAY DEVELOPMENT CORP.
10415 NORTH COLLEGE AVE
INDIANAPOLIS, IN 46280
TELEPHONE: (317) 844 -8844
PREPARED BY:
WEIHE ENGINEERS, INC.
10505 NORTH COLLEGE AVE
INDIANAPOLIS, INDIANA 46280
TELEPHONE: (317) 846 -6611
N E. CORNER N.E. 1/4
S.89'55'43 "E. 982.13' 1 3 6 s t S T R E E T SEC. 27- T.18N. -R.3 .
40 ROW 5.89.55'43 "E. 582.12' , / / /N.89'55 43' W. 400.01'
I
12b U0 20' DdcUE 88 do 165.00'
NON CU 5 Es
r VARIABLE dcUEE - - - - - - - - -
/ AND SIGN Sui' - 42' BLDG. LINE
O r- /
/S E28'22iE ^I I� SF
s- - - -- - I N 15172± 20003±
NOT IS�LUDED / / / / / s°� s °pn v °Iv L���c
228395± 00° / / / /' / o F . 6_1 �;
S�a� °g°,'_�C56- 1L01S � `, - S 4 �W V) I
WAY
4 /C� CS 3 AY °n n i 183751 'mom
k i 6 1 v
O �N a
o / S
�S
j °
�fir 2' �C V�� \' yg °' /1> �z
w o tX t o 4�4� 4,/Ir W s 1 3 �8, 53
�o� °oe/ 2 I 119398± `a '� SF Q I
N // �% �° / /' ° �°� Qj // o/ �� �a /�V �90�/ b �° 529 201851 i ry
Lin, ob b / ��, �j / ��/ / / , o ,�/ �tia /0 SF "C 00 ?�Q� �0/ $ 13458± 16 0
Z . / 6 °o'/ , 211051 / / ti/ 6323' ----------- - - - - -- - - ___
/ G� a / � /)RC of / 137 2' 15' OdcUE 1 77 1 15 DdcUE 10010' L 1
I
142 47' B wj �`- -mow wr - - - -t 5' QdcUE-------------- 15'_D&UE
20' Dr&pLpIE� .,, ti i / I� al
- -- V I� '�I ; .4. I I
/- s 48 i 0 01
WLw / / /' ,�. / ZII 1'r .sa; ,9S In hl O� SF .Q) Z QI
�Z� / /" /- / J ' ^"k; i� SS 31 rn 13739± ti 47
/" /" a6 61 60 I I 50 1 �, 1- SF i
SF `* SF I I + I I SF v i 14488± Z �'- - 19004± �w 1
W , ; L 14658± 14686± . 1 W I '` �`' Z w Ln
°j 2ap•� 15060± - b ��
w Z �` aS�r- _ 16.4 z C4 ! i I ° 1 40' D.>ep 1 4' 0i
,<<a /7 1' \ \ - - - -I I I L2' BLOG. _uME z� - - ..�. �d �' 1`� , .. jw
~'a / 61- ----' ° L------- J-- - - -'�9 1 o'2a J i. N I� c�
cn111 Un Gd"� 6 - - - -- S' D&UE 15' D&UE 65 1 m �� J
Oc" /' /,Qg C l 4 7 10005 9471' 77 6' Gp9'N6��A 01 _ 1 i1
Lv M \ ,
r 1 Z 2 58 17'� v � * loo JI
b, _N.8 0 1 W. 240.00' N.89'12'04 "E 01.33'_ - �_ --'19 •�' �'�r'I" 46 1~ INZ I�
�_ SF -
z a `i n � r - 3.4z1 IRA WAY - - ,JbSEF�H WAY 44- 1 c4 -1 45 -2 J' 16516± rr�t
t
(V) /' / �\��� G 6 � 4 1 145.5 1' 1 9.85' 15' D&LIE 9, -
106 / 63-
0 25 50 100 / / \ ,s� 7 j - 2FBL�c -u►1� - 1 I M+n i (22' BLt�G uNET a 22 �'' Z 13
SCALE : 1" =100' / / 3 �2�.L.' / 43 44 45
s, 4 _
Iz SF
6 2 a 6 3 6 4 � t a 1 I( 13759± '\ 167051 v %. 19868± �
17224± 1
// SF SF 1 oT1JF1'C .J i� I w a 10
25676± 150041 ' 6 �� - -- - - - - -- -� N o
N.00'35'25 "E. 120' cesE 4, t1 n � y� �' , -� °� >�` r\ s. - --�3' o��.,E i 4 <_
52.29'-------- - - -15' DdUE ------ - - - - -- - �t °� N. \� O �o\ `C 4 N
7 11 , 65 \\r-
4"
,�' W. . SF > \ SF
N.
�. 132030± ,'` a` \ 12023± , s RETENTION POND
CURVE DATA TABLE
CURVE
BOARD OF PUBLIC WORKS
LENGTH
CHORD ICHORD
PLAT APPROVED:
DELTA
TAN.
JAMES BRAINARD - Mayor
212.50'
75.72'
75.32'
N05'42'01 "w
BILLY WALKER - Member
38.27'
LORI WATSON - Member
150.00'
48.94'
The undersigned, Bay Communities
N2515'22 "W
18'41'40"
Limited Partnership by Allan I. Sklare,
C -14
150.00'
owner of real estate described in the
90.81'
N16'59'02 "W
plot of Spring Forms, Section Two, does
47 64'
C -15
hereby layoff, plot and subdivide the some
76.18'
75.37'
in accordance with the foregoing plat of
29'06'02"
38.93'
Spring Forms, Section Two.
150.00•
76.47'
This subdivision shall be known & designated
N15 *07'54'E
29'12'32"
as "Spring Farms, Section Two."
C -17
150.00'
All streets shown and not heretofore dedi-
22.33'
N25'27'58 "E
cated are hereby dedicated to the public
11.20'
C -18
for its use.
54.11'
53.82'
Witness my signature this - - - - - - - day
20'40'10"
27.35'
of --------- - - - - -- 1996-
150.00'
58.54'
ALLAN I. SKLARE
N78'01'1 3 "E
22'21'40"
BAY COMMUNITIES LIMITED PARTNERSHIP
C -20
300.00'
Before me, the undersigned, a Notary Public
117.05'
S62'50'28 "W
in and for said County and State, appeared
59 67'
C -21
Allen I. Sklore, of Bay Communities Limited
13.69'
13.69'
Partnership, who acknowledged the fore-
04'11'05"
6.85'
going instrument as his voluntary act and
237.50'
77.16'
deed for the use and purposes therein
N04'47'56 "W
18'36'51"
expressed and affixed his signature thereto.
C37 -1
237.50
Witness my hand and Notarial Seal this
7.47'
N15'00'26 "W
-- - - - - -- day of ----- - - - - -- - 1996.
3.74'
C39 -1
Notary Public
20.78'
20 77'
State of Indiana
06'48'11"
10.40'
County of Hamilton:
175.00'
36.32'
My Commission Expires:
N28'39'28 "W
11'53'29"
PLAT APPROVED:
C43 -1
125.00'
BY:
75.67'
N16'59'02 "W
x
39.70'
C44 -1
Department of Community Services
32.26'
32.21'
Carmel, Indiana
10'33'39"
1617'
PREPARED FOR:
BAY DEVELOPMENT CORP.
10415 NORTH COLLEGE AVE
INDIANAPOLIS, IN 46280
TELEPHONE: (317) 844 -8844
PREPARED BY:
WEIHE ENGINEERS, INC.
10505 NORTH COLLEGE AVE
INDIANAPOLIS, INDIANA 46280
TELEPHONE: (317) 846 -6611
N E. CORNER N.E. 1/4
S.89'55'43 "E. 982.13' 1 3 6 s t S T R E E T SEC. 27- T.18N. -R.3 .
40 ROW 5.89.55'43 "E. 582.12' , / / /N.89'55 43' W. 400.01'
I
12b U0 20' DdcUE 88 do 165.00'
NON CU 5 Es
r VARIABLE dcUEE - - - - - - - - -
/ AND SIGN Sui' - 42' BLDG. LINE
O r- /
/S E28'22iE ^I I� SF
s- - - -- - I N 15172± 20003±
NOT IS�LUDED / / / / / s°� s °pn v °Iv L���c
228395± 00° / / / /' / o F . 6_1 �;
S�a� °g°,'_�C56- 1L01S � `, - S 4 �W V) I
WAY
4 /C� CS 3 AY °n n i 183751 'mom
k i 6 1 v
O �N a
o / S
�S
j °
�fir 2' �C V�� \' yg °' /1> �z
w o tX t o 4�4� 4,/Ir W s 1 3 �8, 53
�o� °oe/ 2 I 119398± `a '� SF Q I
N // �% �° / /' ° �°� Qj // o/ �� �a /�V �90�/ b �° 529 201851 i ry
Lin, ob b / ��, �j / ��/ / / , o ,�/ �tia /0 SF "C 00 ?�Q� �0/ $ 13458± 16 0
Z . / 6 °o'/ , 211051 / / ti/ 6323' ----------- - - - - -- - - ___
/ G� a / � /)RC of / 137 2' 15' OdcUE 1 77 1 15 DdcUE 10010' L 1
I
142 47' B wj �`- -mow wr - - - -t 5' QdcUE-------------- 15'_D&UE
20' Dr&pLpIE� .,, ti i / I� al
- -- V I� '�I ; .4. I I
/- s 48 i 0 01
WLw / / /' ,�. / ZII 1'r .sa; ,9S In hl O� SF .Q) Z QI
�Z� / /" /- / J ' ^"k; i� SS 31 rn 13739± ti 47
/" /" a6 61 60 I I 50 1 �, 1- SF i
SF `* SF I I + I I SF v i 14488± Z �'- - 19004± �w 1
W , ; L 14658± 14686± . 1 W I '` �`' Z w Ln
°j 2ap•� 15060± - b ��
w Z �` aS�r- _ 16.4 z C4 ! i I ° 1 40' D.>ep 1 4' 0i
,<<a /7 1' \ \ - - - -I I I L2' BLOG. _uME z� - - ..�. �d �' 1`� , .. jw
~'a / 61- ----' ° L------- J-- - - -'�9 1 o'2a J i. N I� c�
cn111 Un Gd"� 6 - - - -- S' D&UE 15' D&UE 65 1 m �� J
Oc" /' /,Qg C l 4 7 10005 9471' 77 6' Gp9'N6��A 01 _ 1 i1
Lv M \ ,
r 1 Z 2 58 17'� v � * loo JI
b, _N.8 0 1 W. 240.00' N.89'12'04 "E 01.33'_ - �_ --'19 •�' �'�r'I" 46 1~ INZ I�
�_ SF -
z a `i n � r - 3.4z1 IRA WAY - - ,JbSEF�H WAY 44- 1 c4 -1 45 -2 J' 16516± rr�t
t
(V) /' / �\��� G 6 � 4 1 145.5 1' 1 9.85' 15' D&LIE 9, -
106 / 63-
0 25 50 100 / / \ ,s� 7 j - 2FBL�c -u►1� - 1 I M+n i (22' BLt�G uNET a 22 �'' Z 13
SCALE : 1" =100' / / 3 �2�.L.' / 43 44 45
s, 4 _
Iz SF
6 2 a 6 3 6 4 � t a 1 I( 13759± '\ 167051 v %. 19868± �
17224± 1
// SF SF 1 oT1JF1'C .J i� I w a 10
25676± 150041 ' 6 �� - -- - - - - -- -� N o
N.00'35'25 "E. 120' cesE 4, t1 n � y� �' , -� °� >�` r\ s. - --�3' o��.,E i 4 <_
52.29'-------- - - -15' DdUE ------ - - - - -- - �t °� N. \� O �o\ `C 4 N
7 11 , 65 \\r-
4"
,�' W. . SF > \ SF
N.
�. 132030± ,'` a` \ 12023± , s RETENTION POND
CURVE DATA TABLE
CURVE
RADIUS
LENGTH
CHORD ICHORD
BRNG
DELTA
TAN.
C -12
212.50'
75.72'
75.32'
N05'42'01 "w
20'25'02"
38.27'
C -13
150.00'
48.94'
48.72'
N2515'22 "W
18'41'40"
24.69'
C -14
150.00'
92.25'
90.81'
N16'59'02 "W
3'14'21"
47 64'
C -15
150.00'
76.18'
75.37'
N15*11'09 "E
29'06'02"
38.93'
C -16
150.00•
76.47'
75.64'
N15 *07'54'E
29'12'32"
39.08'
C -17
150.00'
22.36'
22.33'
N25'27'58 "E
0,3'32'22'
11.20'
C -18
150.00'
54.11'
53.82'
N10'51'43'E
20'40'10"
27.35'
C -19
150.00'
58.54'
58.17'
N78'01'1 3 "E
22'21'40"
29 65'
C -20
300.00'
117.81'
117.05'
S62'50'28 "W
22'30'00"
59 67'
C -21
187.50'
13.69'
13.69'
S06'36'02 "W
04'11'05"
6.85'
C36 -1
237.50'
77.16'
76.82'
N04'47'56 "W
18'36'51"
38.92'
C37 -1
237.50
7.47'
7.47'
N15'00'26 "W
01'48'10"
3.74'
C39 -1
175.00'
20.78'
20 77'
N19'18'38 "W
06'48'11"
10.40'
C40 -1
175.00'
36.32'
36.25'
N28'39'28 "W
11'53'29"
18.23'
C43 -1
125.00'
76.88'
75.67'
N16'59'02 "W
35'14'21'
39.70'
C44 -1
175.00'
32.26'
32.21'
N83'55'1 5 "E
10'33'39"
1617'
C45 -1
50.00'
29.30'
28.88'
S84'34'18 "E
33'34'33"
28.88'
C45 -2
50.00'
61.41'
57.63'
N77'01'40 "E
70'22'51"
57.63'
C46 -1
50.00'
50.00'
47.94'
N131 V29 "E
57'17'45"
27.31'
C47 -1
50.00'
50.00'
47.94'
N44.06'16 "W
57'17'45"
27.31'
C48 -1
50.00'
65.68'
61.06'
S69'37'00'W
75'15'27"
38.55'
C49 -1
50 00'
49.93'
47.88'
S60'37'37 "W
57'12'54"
27 27'
C50 -1
125.00'
63.49'
62.81'
N15 *11'09'E
29'06'02"
32 44'
C51 -1
50.00'
36.14'
35.36'
S48'05'55'E
41'24'35"
18.90'
C51 -2
50.00'
15.28'
15.22'
S36.09'01 "E
17'30'46
7.70'
C52 -1
50.00'
50.00'
47.94'
S73'33'16 "E
57'17'45"
27.31'
C53 -1
50.00'
50.00'
47.94'
N49'08'59'E
57'17'45"
27.31'
C54 -1
50.00'
50.00'
47.94'
N08'08'46 "W
57'17'45"
27.31'
C55 -1
50.00'
50.00'
47.94'
N65.26'31 "W
57'17'45"
27.31'
C56 -1
50.00'
14.07'
14.02'
S77'50'56 "W
16'07'24"
7.08'
C56 -2
50.00'
36.14'
35.36'
N89'30'30 "W
41'24'35"
18.90'
C56 -3
175.00'
38.04'
37.97'
N06'45'19 "E
12'27'22"
19.10'
C60 -1
175.00'
81.97'
81.22'
S14'03'15 "W
26'50'13"
41.75'
C61 -1
50.00'
36.14'
35.36'
N68 22'58 "W
41'24'35"
18.90'
C61 -2
50.00'
74.91'
68.10'
S89'24'05 "W
85'50'28"
46.50'
C62 -1
50.00'
77.17'
69.74'
S02'15'53'W
88'25'55'
48.65'
C63 -1
50.00'
77.27'
69.81'
S86'1 3'27'E
88'32'47"
48.75'
C63 -2
50 00'
36.14'
35.36'
N70 *12'27 "E
41'24'35"
36.14'
C64 -1
175.00'
19.87'
19.86'
S02'37'04 "E
06'30'24"
19.86'
C65 -1
175.00'
79.95'
79.26'
S18'57'32'E
26'10'33"
40.68'
C66 -1
175.00'
7.81'
7.81'
533'19'31 "W
02'33'24"
7.81'
C68 -1
125.00'
40.78'
40.60'
S25'15'22 "E
18'41'40'
20.57'
C68 -2
325.00'
106.34'
105.87'
S64'43'03 "W
18'44'50"
53.65'
C68 -3
50.00'
16.45'
16.37'
S64'46'03 "W
18'50'50"
8.30'
C69 -1
50.00'
17.02'
16.94'
S83.56'29 "W
19'30'05"
8.59'
C69 -2
50.00'
37.93'
37.03'
S71'57'34 "W
43'27'57'
37.03'
C70 -1
50.00'
60.00'
56.46'
S15'40'39 "W
68'45'18"
34.21'
C71 -1
50.00'
50.00'
47.94'
547'20'51 "E
57'17'45"
27.31'
C72 -1
50.00'
50.00'
47.94•
NO2'21'23 "E
57'17'45"
27.31'
C73 -1
50.00'
31.02'
30.53'
N28'55'55 "E
35'33'11"
16.03'
C73 -2
50.00'
40.26'
39.18'
N34'13'29 "E
46'08.18"
21.29'
C73 -3
275.00'
80.62'
80.33'
N65'41'34 "E
16'47'49"
40.60'
C74 -1
187.50'
1 80.51'
79 89'
S03- 36 -29 "E
24'36'06'
40.88'
�\ ���' • m 9� s \ o �0 B L O C K B ,.
SF
S, . � ,I �_ \ �� cos \`1, 4F 2 204190±
•� �.5
66 \ o \A 12502±
�.
12088±
SF c'r pi \\\ 12501±
o�' 12053±
CA 68 \ ��� SF�
1 69 `a SF �� N, 12308±
1 I F 13714± ��N� ) t �E -
w„ 1 16986± 0�o °v X09 ° 15- Lij
p,n 14
h
z vi °i f <2, �0 `� -pEyUE Q i I
�, o '� ,%�'l�s?4° s rr' z
°- �; 3, �� 4r 01 38
SF
Na ) i 70 0�i °i J� 12635± Z I I
Ntn0 1 SF
12894± to CQ
M i 1` `lam �� � c� �t� 4 L
1 c�
SF m 37
z 14077± r °, SF 1�
- --� . o \ \ \`�j 12635±
a- z Z I - -22 9 >. o. �m Ld
V) �- 1
71 �9 f N z
SF �, 4
14798± SF 3 7 4 J N J
13571± SF `1 N�C i 36 a' ;
0
1241 6± Ili o lIv 111 I SF I W
12986±
81•j 8.J6 - -- -- _ `1 Lt- - !�'- 09cU�, I V-
N' 8'26 W. I -
LEGEND 356.73' ,
N 5 29 31 W
GOSE Green Belt Buffer Easement ARC
D&uE Drainage and Utility Easement 13. C w E
V.B.L. Variable Building Line
NOTE: Property lines at all street Intersections shall be rounded 000 uu)
0 5/8" Rebor with an orc having a rodius of 25 feet Dimensions shown � 1 0
O Copperweld on this plot ore to the P.I. of said arc. Lot areas ore r1�11
0 4" x 4 "x36" Concrete calculated to the rounded property lines of the street ON o
intersections. O'
Monument (to be set S, E, CORNER N.E. 1/4 Z 0
in field during construction) SEC. 27- T.18N.- R.3E.- 1 .n
5_89'59'58 "E. (bearing ossumed1- -
SOUTH LINE N.E. 1�EC,27- T.18N. -R.3E
SHEET 1 OF 2
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w
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