HomeMy WebLinkAbout04110005.3SURVEYOR:
DENNIS D. OLMSTEAD
STOEPPELWERTH AND ASSOCIATES INC.
9940 AWSONVILLE ROAD
FISHERS, INDIANA 46038 THE
PHONE: (317) 849 -5935
OWNER/SUBDIVIDER:
Towne Road Properties
1202 E. 38TH STREET
INDIANAPOLIS, INDIANA 46205
PHONE: (317) 920 -1616
CONTACT: RYAN THOMAS
SOURCE OF TITLE:
Aial
WARRANTY DEED INST. #200500004266 LEGEND - - -
#200500004267 25 LOT NUMBER
DOCKET/ 04110005SP D.U.&S.S.E. DRAINAGE, UTILITY & SANITARY SEWER EASEMENT 0
PRIMARY PLAT # 04060032PP D.U.&S.E. DRAINAGE UTILITY do SEWER EASEMENT
SUBMISSION DATE: 06/18/04 D.&U.E. DRAINAGE do UTILITY EASEMENT
L. M. A. E.
S.L.E.
D. E.
B.L.
C. A.
P. P. A. E.
N.A.E.
R.D.&U.E.
LANDSCAPE, MAINTENANCE ACCESS EASEMENT
SIGN LANDSCAPE EASEMENT GRAPHIC SCALE
DRAINAGE EASEMENT
BUILDING LINE 40 0 30 60 120
COMMON AREA
PUBLIC PEDESTRIAN ACCESS EASEMENT
NON- ACCESS EASEMENT
REGULATED DRAINAGE & UTILITY EASEMENT
SEE SHEET No. 2
( IN FEET )
1 inch - 60 ft"
es.L. rVA".
VAR. O.U.dcS.S.E. 20,31' 20' D.U.&S.S.E. 20' D.U.&S.S.E. 25 �, VAR. D.U.JcS.
Z 0.35' 84.65' 95.00' 95.00' 95.00' 77.45' 17.58 `�c'
X02 e9 1MNELAND CREEK DOVE NAN€LAND CRIEEK ORIVE 63.
r N90'00'00 "E 447.10'
-
ti� 9690 fa4.so,
Y
S 0. S90,00'00 "w
95.00'
00 m" 33.32' o
LENGTH
O
25' B.L.
D= 37'00'44"
2583
R= 125.00' uj
23
L= 80.75' 0
12,350 sq. ft.
T= 41.84'
S68- 27 -03 "W
0
O
C -2
O
149.08'
7 0'
145.66'
Z"
95.00'
C -3
50 Q '
tK
1,34,51'
JK
N11-38-0 2-E
O
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rn
95.00'
- _AA
2569 1 1 2555
o ;
W W
° 24 8-8
12,350 sq. ft. 0 I g I �° 12,350 5q. ft.
iW) I z I in
15' D.E. L _j - -
380.00'
C.A. #5
113,041 sq. ft.
VAR. D.U.&S.E.&
L WA.E.
- 20' D.&U.E_ -
ff 41
12,350 sq. ft.
- 15_D.E.- -
33.
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MONUMENTS
DENOTES A BRASS, IRON, OR STEEL PIN, 1/2-
MIN. DIA., 24-LONG WITH 1 -1/2" DIA. TAPERED BRASS
CAP HAVING A CUT "X" IN TOP SET FLUSH WITH THE
FINISH STREET SURFACE.
DENOTES A 4 "X4 "X36" LONG PRECAST CONCRETE, STONE,
OR POURED IN PLACE MONUMENT WITH A CROSS CAST IN
THE TOP OR AN IRON OR COPPER DOWEL SET FLUSH WITH
THE TOP OF MONUMENT AND TO BE SET WITH THE FINISH GRADE.
DENOTES SECTION CORNER
ALL LOT CORNERS SHALL BE MARKED
BY A 5/8 "X30" REBAR
240
-mss,
X �.
1A,��y6 Qg
�6,Zp0
SIDE YARD= 10'/ 20' AGGREGATE
REAR YARD= 20'
BUILDING SET BACK =35' (LOTS 1 -16)
25' (LOTS 17 -26)
CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
CHORD
CHORD BEARING
DELTA
C -1
200. 00'
147,73'
77141'
144.39'
S68- 27 -03 "W
4'19'1 "
C -2
00.00'
149.08'
7 0'
145.66'
N68'38'43 "E
4274 2'33 "
C -3
50 Q '
lit. 8 '
1,34,51'
36.90'
N11-38-0 2-E
56'33'47"
C -4
150.00'
189.4.9'
109.75'
177.14'
N53'48' 4 "W
7 "
C--5
15 .00'
96.90'
1'
95.22'
S71'29'38 "W
37'00'44"
! C� 6
C--7
"0., 0'
29,0®' ,
7.6
8.1
1 1'
1 k 96'
46'
25.87'
22 °5 "W
N5656'43 "W
79-04'28-
80'35'4 "
C -8
20.00'
26.76'
1 .81'
24.81'
N78 °14'39"
76 °39'27"