HomeMy WebLinkAbout07050001 Westmont Sec. 1, Final Plat pg. 01CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
CHORD
CHORD BEARING
DELTA
C 1
150.00'
21.24'
10.64'
21.22'
N04'24'44 "W
8'06'49"
C 2
200.00'
104.14'
53.28'
102.97'
SO6'26'53 "W
29'50'03"
C -3
200.00'
75.82'
38.37'
75.37'
N10'30'18 "E
21'43'14"
C -4
150.00'
56.86'
28.78'
56.52'
S79 "E
21'43'14"
C -5
200.00'
314.16'
200.00'
282.84'
N44'38'41 "E
90'00'00"
C -6
150.00'
21.24'
10.64'
21.22'
N85'35'16 "E
8'06'50"
C -7
100.00'
157.08'
100.00'
141.42'
S45'21'19 "E
90'00'00"
0-8
100.00'
157.08'
100.00'
141.42'
544'38'41 "W
90'00'00"
C -9
150.00'
41.21'
20.74'
41.08'
N82'29'03 "W
15'44'34"
0-10
51.00'
83.25'
54.24'
74.31'
N08'22'02 "W
93'31'54"
C -11
51.00'
10.91'
5.48'
10.89'
S4915'13 "E
1215'36"
0-12
51.00'
19.89'
10.07'
19.77'
S27'01'15 "W
22'20'54"
C -13
51.00'
89.69'
61.61'
78.57'
N09•42'27 "E
100'45'45"
C -14
51.00'
26.92'
13.78'
26.61'
S29'0516 "E
3014'36"
C -15
51.00'
31.92'
16.50'
31.40'
S62'40'13 "W
35'51'33"
C -16
20.00'
31.42'
20.00'
28.28'
S6621'55"W
90'00'00"
0-17
20.00'
29.03'
17.75'
26.55'
S27103'06 "E
83'09'59"
0-18
20.00'
29.23'
17.93'
26.70'
S48'21'33 "W
83'44'45"
C -19
20.00'
31.21'
19.80'
28.14'
S45'03'42 "E
89'24'45"
Surveyor:
Dennis D. Olmstead
Stoeppelwerth Associates, Inc.
7965 E. 106th Street
Fishers, Indiana 46038
Phone: (317) 849 -5935
Developed by:
Platinum Properties, LLC
9757 Westpaint Drive 46256
Indianapolis, Indiana 46256
Phone: (317) 818 -2900
Contact: Steve Broermann
Submission Date: 5/1/07
Source of Tide: 200500075527
Warranty Deed Instrument: 200500062409
Carmel /Clay Plan Ccmm ;vision Nos.
Primary Plat Docket No. (07020014 Z)
Secondary Plat Docket No. 07050001 SP
Zoning: PUD
S.Y. Min. 5' Min., 20' Aggregate
R.Y. Min. 20' Min.
Zoning -PUD Ordinance #Z- 507 -07
141ST MEET
131111 s ser
VICINTY MAP
NOT TO SCALE
SHEET 2
Flood Statement;
a
W. 136TH STREET
WESTMONT
SECTION ONE
FINAL PLAT
This site is located in a Zone X (Areas determined to be outside 500 -year floodplain) as plotted to scale on
Community Panel No. 180081 0205 F of the Flood Insurance Rate Maps for Hamilton County, dated February 19,
2003. Per the City of Carmel's request the 100 -year floodway, flood fringe, and base flood elevations have been
established by Stoeppelwerth and Associates Inc., per the proposed Stultz Almond Drain HEC -RAS modeling
dated November 15, 2007.
SHEET 9
PRINCE GEORGE
DRIVE
(FFS)
25
D.U. &S.S.E.
D.U. &S.E.
D.E.
D. &U.E.
P.P.E.
B.L.
R.D.E.
L.M.A.E.
N.A.E.
C.A.
R/W
O DENOTES A 2" MAG NAIL.
WSE= 894.66
Dennis D. Olmstead
Registered Land Surveyor
No. 900012
LEGEND
LOT NUMBER
DRAINAGE, UTILITY SANITARY SEWER EASEMENT
DRAINAGE, UTILITY SEWER EASEMENT
DRAINAGE EASEMENT
DRAINAGE UTILITY EASEMENT
PEDESTRIAN PATH EASEMENT
BUILDING LINE
REGULATED DRAINAGE EASEMENT
LANDSCAPE, MAINTENANCE ACCESS EASEMENT
NON- ACCESS EASEMENT
COMMON AREA
RIGHT OF WAY
SUBDIVISION MONUMENTATION
MONUMENTS THAT ARE SHOWN ON THIS PLAT HAVE BEEN SET IN
PLACE PRIOR TO THE RECORDATION OF THIS PLAT. MONUMENTS THAT
WILL BE SET IN PLACE AFTER THE RECORDATION OF THIS PLAT HAVE
NOT BEEN SHOWN ON THIS PLAT. AN AFFIDAVIT, CROSS- REFERENCED
TO THIS RECORDED PLAT, WILL BE RECORDED AFTER THE SUBDIVISION
MONUMENTATION HAS BEEN COMPLETED, BUT NO LATER THAN TWO (2)
YEARS AFTER RECORDATION OF THIS PLAT.
A 5/8 "x30" REBAR WITH CAP STAMPED "S &A FIRM #0008" SHALL BE
SET AT ALL LOT OR PARCEL CORNERS, INCLUDING BEGINNING AND
ENDING OF CURVES AND THE INTERSECTION OF LINES.
0 DENOTES A 5/8 "x30" REBAR WITH CAP STAMPED "S &A FIRM #0008
DENOTES A 4 "x4 "x36" LONG PRECAST CONCRETE MONUMENT WITH A
CROSS CAST IN THE TOP, SET FLUSH WITH THE FINISH GRADE.
DENOTES A STREET CENTERLINE MONUMENT. EITHER A "COPPERWELD
A 5/8" DIA. STEEL ROD 12" LONG WITH 1 -1/2" DIA. TAPERED BRASS
CAP HAVING A CUT "X" IN TOP, SET FLUSH WITH THE FINISHED
SURFACE COAT OR A 2" MAG NAIL, TEMPORARILY SET FLUSH WITH THE
INTERMEDIATE COAT (BINDER).
PROPOSED FLOODWAY FLOODWAY FRINGE PER STOEPPELWERTH
ASSOCIATES INC., STUTZ ALMOND DRAIN HEC -RAS MODELING
DATED NOVEMBER 15, 2007.
PROPOSED 100 -YEAR BASE FLOOD ELEVATION PER
STOEPPELWERTH ASSOCIATES INC., STULTZ ALMOND
DRAIN HEC -RAS MODELING DATED NOVEMBER 15, 2007
(NAVD 88).
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1STE/3 s
a No. o:
900012
STATE OF
NNNN%
No house, garage, building, mobile home, house trailer, decks,
septic tank, drain pipes, trees, shrubs, berm, lake, swimming
pool, fence or any other structure, facility to tree like growth
shall be placed, erected or planted anywhere within 50 ft. of the
Marathon Ashland and Buckeye pipelines.
JOB No. 5241551
SHEET 1 OF 10