07_Recorded PlatLINE TABLE
LINE
DIRECTION
LENGTH
L1
S89° 04' 50"E
4.50'
L2
N00' 55' 10"E
169.11,
L3
N89' 04' 46"W
8.00'
L4
NOW 55' 10"E
21.98'
L5
N00° 55' 10"E
234.10'
L6
N00° 55' 10"E
26.10'
L7
N06° 37' 48"E
120.60'
L8
N00° 5510T
69.27'
L9
N45° 4623"E
42.53'
L10
S89° 22' 30"E
255.27'
L11
N83° 45' 51 "E
15.05'
L12
S64° 46' 32'VA1
139.86'
L13
NOW 37' 56"E
56.08'
L14
S89' 22' 32"E
30.00'
L15
S89° 14' 23T
107,12'
L16
N70° 37' 29"W
84.14'
L17
N89' 22' 04'W
39.37'
L18
S89' 14' 23"E
95.57'
L'19
N70° 37' 29"W
94.13'
L20
N19° 20' 05T
79.03'
L21
N00° 22' 01 "E
165.24'
L22
N22' 26' 06'W
131.53'
L23
N22° 26' 06"W
42.25'
L24
NOW 37' 56"E
132.92'
L25
S89' 04' 51 T
205.58'
L26
S67° 33' 54'W
111.25'
L27
S89' 22' 04"E
67.90'
L28
N89° 22' 04"W
80.97'
L29
S89° 21' 59"E
56.87'
L30
N89° 22' 04"W
52.80'
L31
N89° 53' 33"E
37,76'
L32
S86° 47' 18T
42.90'
L33
N56° 14' 00"E
195.32'
L34
S89° 22' 01 "E
20.83'
L35
N65' 45' 52"E
54.84'
L36
N65° 45' 52"E
45.61'
L37
S89° 22' 03"E
177.88'
L38
S89° 21' 24"E
24.31'
L39
S89° 22' 05"E
46.46'
L40
NOW 38' 36"E
12,00'
L41
S00° 38' 36"W
11.87'
L42
NOW 37' 57T
11.09'
L43
N88' 37' 50"E
25.69'
L44
N56° 14' 00"E
195.32'
L45
N65° 45' 52"E
100.45'
L46
S89° 22' 03"E
46.42'
L47
S00' 00' 00"E
11.19'
L48
S51' 29' 34"E
28.84'
L49
S00° 03' 32"W
11.08'
L50
N89° 22' 04"W
4.00'
L51
S00° 37' 56"W
57.60'
L52
N89° 22' 12"W
76.41'
L53
S00° 37' 48'W
'184.40'
L54
S44' 04' 48"E
42.38'
L55
N45° 55' 16T
42.37'
L56
N00° WIVE
282.18'
L57
N83° 45' 51"E
251.14'
L58
N00° 37' 48"E
184.36'
L59
S89° 22' 12"E
76.41'
L60
NOW 37' 56"E
57.60'
L61
N89° 22' 04"W
4.00'
L62
NOW 37' 56"E
10.99'
L63
N52° 45' 32"E
29.14'
L64
S00' 34' 54'W
102.81'
L65
S00' 37' 56- W
136.16°
.=00
IJEOE_ . - _ .. _ .- ... _, _ - . . . . _ _r r . -.- _ _ --
Subdivision Boundary TOWNSHIP 4 NORTH, RANGE I WEST, BOISE MERIDIAN
Lot Lines ADA COUNTY, IDAHO
�- - - Section
- - Record Boundary
------------------------ Common Utility Lines Easement 2021
- - - - - - - - - - - - Record Easement as noted
CURVE
TABLE
CURVE TABLE
CRV
RAD
DELTA
LEN
CH. BRG
CH. LEN
CRV
RAD
DELTA
LEN
CH. BRG
CH. LEN
Cl
362.13'
008°18'45"
52.54'
N86°28'08"E
52.49'
C14
300.00'
034'23'59"
180.12'
N73°25'59"E
177.42'
-AP-AP-AP-ACHD Permanent Easement
L L L L Permanent Landscape Buffer
C2
362.13'
011'59'27"
75.79'
N76°19'01"E
75.65'
C15
200.00'
024'52'07"
86.81'
N78°11'56T
86.13'
iP iP iP ITD Permanent Easement
C3
362.13'
020°18'12"
128.33'
N80°28'24"E
127.66'
C16
160.00'
024'52'05"
69.44'
N78'11'55T
68.90'
City of Meridian Easement
C4
332.45'
012'22'24"
71.79'
N87°01'30"E
71.66'
C17
240.00'
044*5648"
188.20'
N68°10'03T
183.42'
C5
300.00'
020'44'40"
108.62'
N66'36'20"E
108.03'
C18
160.00'
042'23'19"
118.37'
N66'53'48"E
115.69'
Found Aluminum Cap Monument 77
O Found 5/8" Rebar, As Noted
C6
340.00'
007°29'50"
44.49'
N59°58'54"E
44.46'
C20
28.00'
090'00'00"
43.98'
N45°38'36"E
39.60'
C7
340.00'
026'54'10"
159.64'
N77°10'54"E
158.18'
C21
28.00'
092'33'09"
45.23'
S45°37'58"E
40.47'
O Found 1/2" Rebar, As Noted 0 75 150 300
Found Copper Cap Monument, As Noted SCALE: 1 "= 150'
Set 5/8" Rebar, Plastic Cap "FLSI PLS7612"
C8
160.00'
024°52'07"
69.45'
N78°11'56"E
68.90'
C22
20.50'
089°59'52"
32.20'
S45°37'52"W
28.99'
C9
200.00'
024°52'05"
86.81'
N78°11'55"E
86.13'
C23
67.50'
090'00'00"
106.03'
S45°37'48'W
95.46'
Set 1/2" Rebar Plastic Cap "FLSI PLS7612"
Set Copper Cap Monument "FLSI PLS7612"
Calculation Point, Nothing Found or Set
C10
200.00'
044°55'48"
156.84'
N68°10'03"E
152.85'
C24
20.50'
090'00'00"
32.20'
N45'37'48"E
28.99'
QLot Number
C11
200.00'
044'56'27"
156.87'
N68°10'22T
152.88'
C25
67.50'
089°59'52"
106.03'
N45'37'52"E
95.46'
1.N. Instrument Number
C12
315.43'
014'58'45"
82.46'
N81'0828"E
82.23'
C26
362.13'
020'1812"
128.33'
N80'2824T
127.66'
CR Corner Record Instrument Number
C13
340.00'
020'45'39"
123.20'
N66°36'49"E
122.52'
C27
77.19'
055-46-32"
75.14'
S39°32'55"VV
72.21'
23 2-4 CR 2-0.117--072470
26 25 I
0
-o
ITD Right -of -Way I.N. 2020-172499 C3 L57
L10 236.09' 7.8�-
C26'
C1 C,z L11W -
LO ti
LO in CO CO
LO
- co
o N
M Co 0 N z
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225.00'
45.00'
N890 22' 04"W
I
3
0
I
LO
�
I
L15 LAG
L4
PLS12087
I
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L18
L3
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213.90' j, 177.26' 65.00'
1\189022'04"W 645.
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F- EO
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C\1 co
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13ASIS OF BE R 'fNOS
W. CHINDEW BI✓VD (HICHWAY 20/26)
S89022'30"E 2669.54'
- -
ITD Right--&-f-Way I.N. 2020-172499
- - S890 22'
30"E
1827.47'- -
-
189.65'
246.77' 143.17'
235.00'
65.00 m
259.89'
10
30.00'
Cq
to
i�
c�
uf9i co
ip � ip
coco
co
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L14
I1
i1
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o
c7
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z
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CE
C� CN
z°O
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Ci
189.65'
246.77' 143.17'
235.00'
Q�Sg�'�N
L27
N8 22'04"W 624. 4'
L28
S12° 55
6 N89009'10"W 364.40'
lZ 33.96'
d-
z L54 � G5 �Ntk
`
48.50' L25 31 L32 C 4
o Ca3
S89°04'44"E 260.53' C12
L55 L43
N1116 40.21' 256.98' 420.52' 117.41'
PLS12087 O PLS12087
PLS16662 O PLS14221
TRUE POINT OF BEGINNING MMONS Corneess
S890 25' 01 "E N-flFU tv ®,ON
48.50' 13OtJ S013
05
r!1
M
1
C)
n
cri
ti
e�
0
0
S89022'01 "E 709.74'
W. PT-AZA SHOPS DRIVE (PUBT IC)
S89022'01 "E 730.57'
I OU111 I I
PPRP 0 pN No
SOBS
0
i641
89' i2629.9
i ' 1.
Ig6
C$
C�5
Sheet 1: Plat, Line and Curve Tables
SheetSheet 2: Details, Plat Notes, Narrative and Record Data
Easement
Sheet iEasement
Sheet 5: Owners
Sheet 6: Agency Approvals and Recording
13
N
LO
N
y - CR 2017-072469 1 24
25 40-
- ITD Right -of -Way I.N. 2020-172500 PLS8960 30'`'
650.12'
iQ Z�
W
See Detail 'B' a m°
Sheet 2
oq
--- (0
u7
C� PLS7880
40.15' 0
1
R/W - I
�
M ONT o
5
00 00 pp,RA �00 N
SO01301\1'S
NO CAP
SET CAP
o W. DIRECTOR
STREET
PLS7880
0
04
04
See Detail 'C'
Sheet 2 PLS7612
568,66' 300 00' 1' witness
. -. _.------ - _Corner
LANp s
�\ � 1 s rfiRFo
O
Jj9TF OF
yip rHY F
4
Detail 'A'
0 30 60 120
SCALE: 1 "= 60'
0 15 30 60
SCALE: 1 "= 30'
y-
I_ECJ END
Subdivision Boundary
Lot Lines
— — —------- Section
Record Boundary
------------------------ Common Utility Lines Easement
— — — — — — — — — — — Record Easement as noted
-AP AP AP ACHD Permanent Easement
L L Permanent Landscape Buffer
iP iP iP ITD Permanent Easement
City of Meridian Easement
Found Aluminum Cap Monument
Found 5/8" Rebar, As Noted
O Found 1/2" Rebar, As Noted
Found Copper Cap Monument, As Noted
O Set 5/8" Rebar, Plastic Cap "FLSI PLS7612"
Set 1/2" Rebar Plastic Cap "FLSI PLS7612"
Set Copper Cap Monument"FLSI PLS7612"
® Calculation Point, Nothing Found or Set
OLot Number
I.N. Instrument Number
CR Corner Record Instrument Number
1-1-ecord ]Data
"Midway Place" Book 1, Page 33; 11-08-1894
"Paramount Subdivision No. 5", Book 92, Pages 10969-1973, I.N.105090433
"Paramount Subdivision No. 7", Book 93, Pages 11178-11180, I.N.105139582
"Bountiful Commons Subdivision", Book 115, Pages 17336-17339, I.N. 2018-120123
Record of Survey 4899 For Monte Dennett; 02-25-2000
Record of Survey 9153 For Ada County Highway District; 03-20-2012
Record of Survey 10658 For CSHQA; 10-05-2016
Record of Survey 11004 For Trevor Gasser; 08-02-2017
Record of Survey 11371 For CSHQA; 05-14-2018
TAjfWrA,WQ
0 10 20 40
SCALE: 1 = 20'
BLOCK 3
w
r��
U) E .c
cn E +•
1 � _ 0 co
t1.rU
300.00'
299.00' 0 1.00, v
' 01 "W 2629.N390 2597'
To SW Subdivision
Boundary Corner
0 1 2 3
SCALE: 1 "= 2'
00
2 . .
1. ANY RE -SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN
EFFECT AT THE TIME OF THE RE -SUBDIVISION.
2. MINIMUM BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN
COMPLIANCE WITH THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN, IDAHO.
3. NO LOTS SHALL BE REDUCED IN SIZE WITHOUT PRIOR APPROVAL FROM THE HEALTH AUTHORITY AND
THE CITY OF MERIDIAN.
4. REFERENCE IS MADE TO THE PUBLIC HEALTH LETTER ON FILE WITH ADA COUNTY RECORDER
REGARDING ADDITIONAL RESTRICTIONS.
5. NO ADDITIONAL DOMESTIC WATER SUPPLIES SHALL BE INSTALLED BEYOND THE WATER SYSTEM
APPROVED IN SANITARY RESTRICTION RELEASE.
6. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF IDAHO CODE, RIGHT TO FARM ACT, WHICH
STATES, "NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL
BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE
SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN
ONE (1) YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT
BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SHALL NOT APPLY WHEN A NUISANCE
RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION,
AGRICULTURAL FACILITY OR EXPANSION THEREOF."
7. ADDITIONAL DIRECT LOT ACCESS TO N. ARLISS AVENUE AND W. DIRECTOR STREET IS GOVERNED BY
THE MERIDIAN DEVELOPMENT AGREEMENT I.N. 2019-028376. ACCESS MUST BE APPROVED BY ACHD
AND THE CITY OF MERIDIAN.
8. THE PRESSURIZED IRRIGATION SYSTEM SHALL BE OWNED AND MAINTAINED BY THE HIGH DESERT
DEVELOPMENT LINDER VILLAGE, LLC. IRRIGATION WATER WILL BE PROVIDED BY THE NORTH SLOUGH
WATER USERS ASSOCIATION, INC.
9. THIS DEVELOPMENT IS SUBJECT TO THE NORTH SLOUGH LATERAL USERS ASSOCIATION LICENSE
AGREEMENT INSTRUMENT NUMBER 2016-014976 AND ADDENDUM INSTRUMENT NUMBER 2020-006163.
10. THIS DEVELOPMENT IS SUBJECT TO THE MERIDIAN DEVELOPMENT AGREEMENT
INSTRUMENT NUMBER 2019-028376.
11. WEST PLAZA SHOPS DRIVE WAS GRANTED UNDER WARRANTY DEED
INSTRUMENT NUMBER 2020-172495.
12. NORTH BERGMAN AVENUE WAS GRANTED UNDER WARRANTY DEED
INSTRUMENT NUMBER 2020-172498.
13. THE PERMANENT LANDSCAPE BUFFER DEPICTED ALONG W. CHINDEN BLVD. (35-FEET), N. LINDER
ROAD (35-FEET) AND W. PLAZA SHOPS DRIVE (20-FEET) WILL BE MAINTAINED BY THE HIGH DESERT
DEVELOPMENT LINDER VILLAGE, LLC AS SET FORTH IN UDC 11-3B-7C.2b
THE PURPOSE OF THE SURVEY IS FOR THE DEVELOPMENT OF THE PROPERTY. CONVENTIONAL AND GPS SURVEY TECHNIQUES
HAVE BEEN USED FROM THE START OF THE WORK IN 2006.
THE NORTHERLY SECTION LINE AS DEFINED BETWEEN THE FOUND SECTION AND THE N 1/4 CORNERS AS SHOWN WAS
ACCEPTED. THE NORTH 16TH CORNER WAS RESET WITH THIS SURVEY IN THE POSITION FOUND IN 2006/2007.
THE CENTER -NORTH 16TH CORNER WAS PLACED AT THE INTERSECTION OF A BEST FIT LINE WITH THE FOUND MONUMENTS
ALONG THE NORTH LINE OF PARAMOUNT SUBDIVISION NO.'S 5 AND 7 AND, A BEST FIT LINE WITH THE FOUND MONUMENTS
ALONG THE WEST LINE OF PARAMOUNT SUBDIVISION NO. 5. 1 PLACED A WITNESS CORNER 1.00' WEST THE TRUE LOCATION
FOR THE CENTER -NORTH 1/16TH CORNER. AS SHOWN ON RECORD OF SURVEY No. 10658.
THE RIGHTS -OF -WAY OF N. LINDER ROAD AND W. CHINDEN BOULEVARD WERE BASED UPON RECORD DOCUMENTS AS
INDICATED IN THE RECORD DATA LIST.
LAN®
2
0
9T� Of
HY kO
PREPARED BY
FOX Y SURVEYS
680 Progress Avenue, Suite #2B, Meridian, ID 83642
s I .. • _.
ACAD DWG. FILE 20006-01 FPLAT
SHEET 2 OF 6
23124 CR 2017-072470
I
I
ACHD Permanent
Slope Easement -
I.N. 2018-091068
1
I
I
ACHD Permanent
Slope Easement
I.N. 2018-091068
I
i
I
N1/16
PLS12087
EASE EWT T40TES
1. COMMON UTILITY LINES EASEMENT SHOWN OR DESIGNATED HEREON ARE NON-EXCLUSIVE,
PERPETUAL, SHALL RUN WITH THE LAND, ARE APPURTENANT TO THE LOTS SHOWN HEREON,
AND ARE HEREBY RESERVED FOR THE INSTALLATION, MAINTENANCE, OPERATION, AND USE
OF PUBLIC AND PRIVATE UTILITIES, SEWER SERVICES, PRESSURIZED & GRAVITY IRRIGATION,
POWER, CABLE TELEVISION, COMMUNICATION/DATA; APPURTENANCES THEREOF; AND LOT
DRAINAGE.
2. ALL EASEMENTS ARE PARALLEL (OR CONCENTRIC) TO THE LINES, ARCS AND UTILITY
STRUCTURES.
3. ALL LOTS ARE SUBJECT TO A CITY OF MERIDIAN SEWER AND WATER EASEMENT INSTRUMENT
NUMBER 2021-014150.
4. THIS DEVELOPMENT IS SUBJECT TO A NON-EXCLUSIVE PERPETUAL EASEMENT FOR ACCESS
AND THE INGRESS, EGRESS OF VEHICLES AND PEDESTRIANS OVER AND ACROSS THE
PARKING, DRIVE AISLES, DRIVEWAY AREAS, AND SIDEWALK AREAS OF THE COMMON AREA AS
DEFINED IN SECTION 2, EASEMENTS OF THE "DECLARATION OF EASEMENT AND CONDITIONS"
INSTRUMENT NUMBER 2020-035128.
5. A PORTION OF LOT 2 BLOCK 2 IS SERVIENT TO AND CONTAINS THE ACHD STORM WATER
DRAINAGE SYSTEM. THE LOT IS ENCUMBERED BY THAT CERTAIN FIRST AMENDED MASTER
PERPETUAL STORM WATER DRAINAGE EASEMENT RECORDED ON NOVEMBER 10, 2015 AS
INSTRUMENT NUMBER 2015-103256, OFFICIAL RECORDS OF ADA COUNTY, AND INCORPORATED
HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL (THE "MASTER EASEMENT"). THE
MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO ACHD
PURSUANT TO SECTION 40-2302 IDAHO CODE. THE MASTER EASEMENT IS FOR THE OPERATION
AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM.
I_I
rwrre���
Subdivision Boundary
Lot Lines
--------- — --- -- —--------- Section
Record Boundary
------------------------ Common Utility Lines Easement
— — — — — — — — — Record Easement as noted
-AP-AP-AP-ACHD Permanent Easement
L L L Permanent Landscape Buffer
IP IP IP ITD Permanent Easement
Found Aluminum Cap Monument
Found 5/8" Rebar, As Noted
O
Found 1/2"Rebar, As Noted
®
Found Copper Cap Monument, As Noted
®
Set5/8" Rebar, Plastic Cap "FLSI PLS7612"
Set 1/2" Rebar Plastic Cap "FLSI PLS7612"
Set Copper Cap Monument "FLSI PLS7612"
A
Calculation Point, Nothing Found or Set
XD
Lot Number
I.N.
Instrument Number
CR
Corner Record Instrument Number
0 75 150 300
SCALE: 1 "=150'
S TERM
cp J2, 2 is
J' 9),F 0 F `oP
1411 rHY
PREPARED BY
LAND SURVEYS
680 Progress Avenue, Suite #2B, Meridian, ID 83642
1«
DWG. FILE 20006-01 FPLAT
SHEET 3 OF 6
23124 CR 2017-072470
26 125
m�J
J
N1116
PLS12087 C
-- -- -- ® - - _. - - CR 2017-072469 24
- - - - - - - - L131 25
PLS8960 �
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L L L129 1; L L L - L L L L L L L L L L
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iIdaho Power Easement
mill
I.N.2020-026948
a::0
[�. z L156 12
w`D S89°22'04"E 1181.22' 11 5 S89°22'04"E 598.40'
®o®�.®m®®..® �. ®m,�..a,".�,a® e.®o.®®m®.a®�°. ®®®®®..o.,.dm.®�.�.®®.e.� L134 \-A'35 ..r
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L6q 'y r m S89°22'04"E 415-73' ^ / l rn S89°22'04"E 262.2T i l ° ®®a ®® a ". � � m .. � ®® ®® - - - - - a -
2� �i 1� S89°22'04"E 232.51' �11� S89°22°04"E 273.92' 1 L158 �15 S89°22'04"E 586.84'v
Q L127 61°3®„fir 220. JlIJ �II� jll 19 W
.rjN E u u u L157 Common Utilit Lines i! Q W
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d L125 1 i, i 9 Easement per Easement Q J
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fl M 1 a Easement per Easement 3�; +w
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L120 � If L160 A I r P 1,�N41 ' rN3
� L118 � � ® 121 ^ l l 1 Q aa/ ! L167 G^° r ® G1 1 1
N89°22'04"W 158.04' 0 L165 r r 1
LI
64
U //off `j0/h°�1P��L177174� !!tea 11 C
Q J ^llo L181 ' ® �� 1 L163 as 11
lllh L180 1 L111 �L172
t L170
0 I l L ) B B B B'
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iI L112 B B� 15B BN
J L113 1 I ! oB Aw IM
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I Jj L114
! �1!P^ Iz
L109 1 �T -L107 I t o Idaho Power B B
B BZ Common Utility Lines B G110 N89°22'03"W 177.88'
L110 t o 2 ! 1 Easement per Easement Easement i u6z..y a °"�-L" _�
L108 �' `'co ! i Note #1 I.N. 2020-026948 g �y G103 ®� ®®-L146-� L14
1 ��°,`' a� L182 1 1 1
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L102 1 L184 G113See Detail'D'
889'04'44"E 220.46' L1011 '1 rTA-UL183 C114 d , °06
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LINE TABLE
LINE
DIRECTION
LENGTH
L100
NOW 55' 10"E
10.00,
L101
N84' 35' 45"E
28.12'
L102
NOW 37' 56"E
56.16'
L103
N89° 22' 04"W
20.78'
L104
NOW 37' 56"E
10.00,
L105
S89' 22' 04"E
20.78'
L106
NOW 37' 56"E
45.50'
L107
NOW 22' 01"E
19.40'
L108
N89' 37' 59"W
13.00'
L109
S00' 22' 01'W
20.41'
L110
N89' 37' 59"W
10.00,
L111
NOW 22' 01 "E
100.00,
L112
S89° 37' 59"E
10.00,
L113
300' 22' 01 "W
69.59'
L114
S89' 37' 59"E
13.00'
L115
N00' 22' 01"E
131.04'
L116
N19' 20' 05"E
119.15,
L117
N70' 22' 04'W
111.84'
L118
N89' 22' 03"W
112.63'
LINE TABLE
LINE
DIRECTION
LENGTH
L119
N00' 55' 1 WE
10.00,
L120
S89° 22' 04"E
114.25'
L121
S70' 22' 04"E
113.47'
L122
N19' 20' 05"E
45.18'
L123
N89' 22' 04"W
90.00,
L124
NOW 37' 56"E
10.00,
L125
S89' 22' 04"E
54.98'
L126
NOW 38' 09"E
45.57'
L127
S89' 21' 51 "E
10.00,
L128
S00' 38' 09"W
39.31'
L129
N89° 22' 30"W
100.69,
L130
NOW 37' 30"E
66.09'
L131
S89' 22' 30"E
10.00,
L132
S00' 37' 30"W
56.09'
L133
S89° 22' 30"E
100.69'
L134
S89' 22' 04"E
125.99'
L135
N72' 55' 59"E
35.20'
L136
S20' 39' 09"E
6.37'
L137
S89' 21' 24"E
111.32'
LINE TABLIk
LINE
DIRECTION
LENGTH
L138
S00' 32' 03"W
10.00,
L139
N89' 21' 24'W
40.02'
L140
N89' 27' 57"W
10.00,
L141
N89' 21' 24"W
61.32'
L142
N89' 22' 03'W
37.70'
L143
S00' 37' 56'W
72.08'
L144
N89' 22' 04'W
10.00,
L145
NOW 37' 56"E
72.08'
L146
N89° 22' 03'W
130.18'
L'147
S24' 14' 08"E
72.02'
L148
S65' 45' 52"W
10.00,
L149
N24' 14' 08"W
72.07'
L160
S65' 45' 52"W
94.79'
L151
S09' 35' 26"E
69.14'
L152
S80' 24' 34'W
10.00,
L153
N09' 35' 26'W
68.59'
L154
N86' 47' 18"W
76.59'
L155
S84' 35' 45'W
19.18,
L156
S73' 31' 39"E
36.64'
LINE TABLE
LINE
DIRECTION
LENGTH
L157
S67' 45' 28"E
27.15'
L158
S89' 22' 04"E
92.31'
L159
N72' 55' 59"E
35.20'
L160
S20' 39' 09"E
10.04'
L162
S65' 45' 52"W
28.04'
L163
S89' 22' 04"E
10.00,
L164
NOW 37' 56"E
10.00,
L165
N89' 22' 04'W
10.00,
L166
N00' 37' 56"E
6.07'
L167
N21' 52' 04'W
35.06'
L168
S21' 52' 04"E
35.06'
L169
S65' 45' 52'W
61.38'
L170
S89' 22' 04"E
11.63'
L171
N75° 37' 56"E
61.47'
L172
S89' 22' 04"E
78.07'
L173
NOW 37' 56"E
10.00,
L174
N89° 22' 04'W
79.39'
L175
S75' 37' 56"W
61.47'
L176
N20' 37' 56"E
32.28'
LINE TABLE
LINE
DIRECTION
LENGTH
L177
S89' 22' 04"E
151.04'
L178
N00' 37' 56"E
10.00,
L179
S20' 37' 56"W
41.04'
L180
N89' 22' 04"W
10.31,
L181
NOW 37' 56"E
8.58'
L182
N89' 22' 01'W
26.83'
L183
N86' 47' 18'W
43.97'
L184
N86' 47' 18'W
14.66'
L185
NOW 37' 56"E
115.46'
L186
NOW 22' 01"E
156.76'
L187
S00' 37' 56"W
48.00'
L188
S89' 22' 28"E
10.00,
L189
NOW 37' 56"E
48.00'
L190
S00' 37' 56"W
47.97'
L191
S89' 22' 28"E
10.00,
L192
NOW 37' 56"E
47.97'
L193
S00' 37' 56'W
47.94'
L194
S89' 22' 28"E
10.00,
L195
N00' 37' 56"E
47.94'
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CURVE TABLE
CRV
RAD
DELTA
LEN
CH. BRIG
CH. LEN
C100
221.00'
030'05'24"
116.06'
N75'35'54"E
114.73'
C101
211.00'
044'56'27"
165.50'
S68'10'22'W
161.29'
C102
189.00'
044'55'48"
148.21'
S68'10'03"W
'144.44'
C103
211.00'
023'41'22"
87.24'
S78°47'16"W
86.62'
C104
149.00'
024'52'07"
64.67'
S78'11'56"W
64.17'
C105
351.00'
034'23'59"
210.74'
S73'25'59"W
207.59'
C106
289.40'
019'05'55"
96.47'
S65'47'23"W
96.02'
C107
321.45'
011'54'40"
66.82'
S87'15'23'W
66.70'
C108
221.00'
011'47'31"
45.48'
S51'35'54"W
45.40'
C109
179.00'
044'55'48"
140.37'
S68°10'03"W
136.80'
C110
221.00'
024'52'05"
95.92'
S78'11'55"W
95.17'
C111
139.00'
024'52'07"
60.33'
S78'11'56"W
59.86'
C112
361.00'
034'23'59"
216.74'
S73'25'5911V
213.50'
C113
279.40'
020'32'02"
100.13'
S66'30'27"W
99.60"
C114
311.45'
0121632"
66.73'
S87'04'26'W
66.60'
C116
67.50'
0371320"
43.85'
S19'14'28'W
43.08'
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16.25'
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0 15 30 60
SCALE: 1®= 30'
LINE TABLE
LINE
DIRECTION
LENGTH
L196
S00' 37' 48"W
13.17'
-- � it 1
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FOX
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tab 4 . ,
ACAD DWG. FILE 20006-01 FPLAT
SHEET 4 OF 6