WESTWOOD_PARK_CORR_7-3-47_pg3_WPKs (r
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CS 1/16
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PREPARED BY:
JACKOLA ENGINEERING d ARCNITECTURF1 P.C.
2250 NIGNNIAY 93 scvTN
P.O. BOX 1134
KALI5P&L, I -IT 59V3
446-755-321d9
N0. I997 -34q-08410
CORPORATE
DRIVE
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i
PREPARED FOR:
DENMAN CCNWRLICTIWl INC.
MAY "7
DATE OF CORRECTIab
DECEMBER 2X3
5' UTILITY
EASEMENT
".0
A= 0548'2q"
L= 2.53'
R= 25.00'
CORRECTED SUBDIVISION PLAT OF
P�THESURVEYOR'S NOTE WESTWOOD
PURPOSE OF CORRECT1tN! IS TO ADD PAGE 3
RK
TO _c#VN BEARING AND D15TAICE5 FOR WATER,
5ENER AND STOR17 DRAINAGE EA5E1ENT5
LOCA TED /N THE 5WI/4 NE114 $ *ti/A 5El14 OF SfCTUN I21 TZSN, R22N, P111 /%1/
Fl_ATNEAD COUNTY, MONTANA
GR E'1V BMA S UBDI VSION
N00040'03"E 767.74',
CURVE TABLE _
CURVE
DELTA
LENGTH
RADIUS
Ci
30`41'59"
64.30'
:120.00':,--
CZ
10'04'08"
7L03 _
83
45'57'58"
_30.06'
28.88'
36.00' _
C4
14'42'13°
--25.93'
IQL03' _
C5
3'13'19"
13.27'
101.03'
G6
03`00'03"
503
%.00'
C7
05°58'23'
10.01'
%.00' _
C8_
15°26'58"
28.89'
96.00'
...166.00'
C9
01'14'01"
.__.351
5890'4b'49'E
CIO
03'59'42"_
11.57'
166.00' _
CII
21°28'52'
36.92'
98.48
C12
06°42' 08"
I _..
20.5q'
_ 176.00'
Q3
OF58138"
24.50'
176.00'
CI4
02°4513"
8OT
16T.8T
CI5
04°OTQO"
12.06'
167.87'
/
/
/
SANITARY SEWER
EASEMENT AREA
0
RADIAL BEARING TABI E�
RADIAL
BEARING
I
N78'2443"W
2
544'4215"E -
3 `
N43°49'2°"'W
A
548'26'14"E _
N4434'03%
I
6
L 58q'21'5q"W
N7Q'33'00"E
8,
555'50'47"W
552'37'28"W
_
567'21'53"W
N64'21'51"E
2
558'23'28"W
:.
51814102"W
NOT005 T
NOW42'39"W
507'500E
511'56'22'-
569'33 28'E
q.
5890'4b'49'E
554'29'3VH
- .
N47 -47'27"W
539'48'48"W _..
N80°55'22..00....
N83'40'35"W
I 587'47'34"W
4q'
5-1 ORM DRAIN
EASEMENT AREA
A \
CORPORATE DRIVE
�\- C
n � f
! N00:32'QI"W 135.92' (PIn Vi Pin)
40.00' zw I 87.92'
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0
o rnl o
O
40 ROAD AND
Imo- m
UTILITY EASEMENT
1
40 00 87 91'
w 9
a Fs
to in)
TURNAROUND AREA
AS APPROVED BY �
FIRE DEPARTMENT /
/ = 25°2207
11
L = 112.59'
R = 254.28'
STORM DRAIN
EASEMENT AREA \ I I
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14 CI5
/
CENTERLINE
I SPRING CREEK
5' UTILITY
p I I N EASEMENT
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al ( SEWER EASEMENT
of I
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Ill
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15' UTILITY
\ EASEMENT
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N01'2612"W _1L 59_0T \S�'
C'o _
C9 NOP2012'W
N0TA6'04"E
i 1
STORM DRAIN I \
1 EASEMENT AREA I \
15' PEDESTRIAN d
UTILITY EASEMENT
C1
/
/ l
20' UTILITY EASEMENT PER
UTILITY EASEMENT PER DOC.
N0, q4-301-13510
DOC, NO. 53-271-1400
RTES:
NO 117PERMFABLE 5TRLICTURE51 PAVING, 5NRUB5 OR TREE5 SHALL BE PERMITTED IN 5TOR'1
mTER FA5EMENT AR&45 LGCATED NITNIN Coll" AREAS AND/OR LOTS A5 54ONN NERECYJ.
LAND5C4PIN4 !N THESE ARFA5 SHALL BE LIMITED TO HERBACEOUS LAND584PE MATERIAL5
0M Y.
COf9M61V ARE45 CAN BE U5ED A5 STORM DRAIN FA5EMENT ARE45.
NO 5E4RCN 14A5 BEEN MADE FOR EA5E17ENT5 AFFECTING TN15 PROPERTY AND TN15 5URVEY
DOES NOT PUR RT TO 5NO ALL APPURTENANT FA5,EMENT5.
\
5NEET 3 OF 3 5NEET5
p FOUND 5/8' RE -BAR W/ GAP STAMPED `25165'
g FOUND 3/4' IRON PIPE
p FOUND 5/5' RE -&1R W/ CAP STAMPED 'MARQIIARDT 7328.5'
0 FOUND 1/2' RE -BAR W/ CAP STAMPED 'SANDS 78755'
0 FOUND 5/e' RE -BAR, NO GAP
0 SET 5/8' X 24' RE -BAR WITH PLASTIC
9URV-OAP MARKED'ERa.WN 152725"
N00°44
1 I
I 1
I I
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Plat # 07-03-47 Abstract# NA
200900001940 Fees: $15.50 by: NC
by ]ACKOLA ENG
Date 1/27/2009 Time 9:16 AM
Paula Robinson, Flathead County Montana
D13JlO 4050315-2