HomeMy WebLinkAboutCC - Linder Village Subdivsion pages 1-4 LINDER VILLAGE SUBDIVISION
LINE TABLE A REPLAT OF LOTS 5-8, MIDWAY PLACE SUBDIVISION BOOK PAGE
LINE DIRECTION LENGTH ILEOEND SITUATED IN THE NORTH 1/2 OF THE NORTHWEST 1/4 OF SECTION 25
L1 S89°04'50"E 4.50' Subdivision Boundary TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN
L2 NOW55'10"E 169.11' .- .- - Section Lot Lines ADA COUNTY, IDAHCI
CURVE TABLE CURVE TABLE
L3 N89°04'46"W 8.00' - - Record Boundary2021------------------------ Common Utility Lines Easement CRV RAD DELTA LEN CH. BRG CH. LEN CRV RAD DELTA LEN CH. BRG CH. LEN
L4 NOW 55'10"E 21.98' - - - - - - - - - ' - - Record Easement as noted
AP-AP-AP- ACHD Permanent Easement 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'
L5 NOW 55'1WE 234.10' L L L L Permanent Landscape Buffer
L6 N00°55'10"E 26.10' ff•iP iP iP ITD Permanent Easement 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'
C3 362.13' 020°18'12" 128.33' N80°28'24"E 127.66' C16 160.00' 024°52'05" 69.44' N78°11'55"E 68.90'
L7 N06°37'48"E 120.60'
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°10'03"E 183.42'
L8 N00°55'10"E 69.27'
1_9 N45°46'23"E 42.53' 77 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
L10 S89°22'30T 255.27' 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'
L11 N83°45'51"E 15.05' O Found 1/2" Rebar,As Noted 0 75 150 ��m 30o 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'
0 Found Copper Cap Monument,As Noted SCALE: 1 -- 150
L12 S64°46'32'%A1 139.86' 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'
Set 1/2" Rebar Plastic Cap"FLSI PLS7612" 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'
L13 NOW 3T 56"E 56.oa' Set Copper Cap Monument"FLSI PLS7612"
L14 S89'22'32"E 30.00' 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'
L15 S89°14'23T 107,12' Q Lot 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'
L16 N70°37'29"W 84.14' 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°28'24"E 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"W 72.21'
L17 N89°22'04'w 39.37'
L18 S89°14'23"E 95.5T BASIS OF BE R TNOS
L'19 N70°3T 29"w 94.13'
23 24 CR 2017-072470 W. CHINDEW IF31-VD (HICHW Y 20/26)
IL 0 ® - - --- w S89022'30"E 2669.54' CR 2017-072469 24
L20 N19°20'05T 79.03' 26 25 b r - - - - - --- - _
Lil
L21 N00°22'01"E 165.24' o - - - - - - -o - - - 25 40'_
iTD Right-�f-Way I.N. 2020-172499 -S89° 22' 30"E 1827.47 - - - - - - 0 0 L6 ITD Right-of-Way I.N. 2020-172499 L57 ght-of-Way I.N. 2020-172500 PLS8960 30'
L22 N22°26'06'W 131.53' C3 189.65' 246.77' 143.17' 235.00' 65.00 m � - ITD Ri ' R/W -
236.09 7.87' 259.89' L r 650.12
L23 N22°26'06"W 42.25' �� L10 C�602 L11� 30.00 w w ®J N o
L24 N00°37'56"E 132.92' C1 - - - -
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L25 S89°04'S1"E 205.58' 00 T �� �. � ' 60 LU
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L26 S67°33'54'W 111.25° 57.00' � CO m 0 N �--J LO M 0 � 8� 0 � _ 0 M 10 t M � 11
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L27 S89°22'04"E 67.90' ( a Z Z Z Z Z Z Z co c r
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L28 N89°Zr o4°w 80.97' z213.90' 177.26' 65.00' 189.65' 246.7T 143.1 T 235.00' Q�Sg�'�N L27 SSS° o
Co
L29 S89°21'59"E 56.87' L N89°22'04'°W 645. W cq
L6 N8 22'04"W 624. 4' L28 S1 ®�, U
L30 N89°22'04"W 52.80' 45.00' 225.00' ��2 Q Q
N890 22'04"W ,r3 See Detail 'B' o a
L31 N89°53'33"E 37,76' � , z M
N r- o Sheet 2
L32 S86°47'18"E 42.90' 6
CO coo cM
L33 N56°14'00"E 195.32' ( LO `� �' N CV)
L34 S89°22'01"E 20.83' ! Oq
L35 N65°45'S2"E 54.84' ( M I- � �v N
L36 N65°45'S2"E 45.61' o o n C11 / r
L15 Z o u 14 N
L37 S89°22'03"E 177.88' PLS12087 L 1�j W 1a co
L38 S890 21,24"E 24.31' (L3 5 L18 <y9� L17 L30 � O� G \ \ �� PLS7880
L39 S89 22 05 E 46.46 L29 o ��p�• 40.15'
L40 N00°38'36"E 12,00'
53.00'LC-j ® {G C�4j 07
L1 �. ° \ z
L41 S00°38'36"W 11.87' c> LO r� �r1i
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L42 NOW 37'57"E 11.09' Co( �- 15
L43 N88'37'50"E 25.69' ¢0 to 00 W (0 ��h �PRP0��N®.
LO
L44 N56°14'00"E 195.32' W � ® S01301\J'S
L45 N65°45'52"E 100.45' o L36 C9 L37 C1
L46 S89 22'03"E 46.42' L N 1 0
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L47 S00°00'00"E 11.19' Z LO �� ° ° (,� S89022'01"E 709.74' CB G16 G
Cl) N89 0910 W 364.40 /�® W. I'I,A� 7A SHOPS DRIVE 5 ` ' � No CAP
L48 S51'29'34"E 28.84' L'I �26 �_/ G �1J1L,I�)
33.96 SET CAP
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L49 S00°03'32"W 11.08' ! S89022'01°E 730.5T CA5 ' �o o W. DIRECTOR
01 la U')
L50 N89°22'04"W 4.00' ! LO orb o
o 1 STREET
J / PLS7880
L51 S00°37'56"W 57.60'
L52 N89°22'12"W 76.41' 48.50' L54 L25 1 G5 ~ ti1 C 3 L32 C4 U 2 See Detail 'A'
I�
L53 S00°37'48'W '184.40' co �> Sheet 2 I ( o
L54 S44°04'48"E 42.38' o Ca3 ✓ LO 04
S89°04'44"E 260.53' Cie I See Detail 'C'
L55 N45°55'16"E 42.37' L55 I � � Sheet 2 PLS7612
L43
N1116 40.21' 256.98' 420.52' 117.41' 2.00' 568.66' 1'witness
L56 N00'55'10T 282.18' PLS12087 C1 PLS12087 867.40` 0 '
PLS16662 O PLS14221 300.00 C Corner
L57 N83°45'51"E 251.14' 1'Witness h N89° 25' 01"W 2629.97' o o w
L58 N00°37'48"E 184.36' TRUE POINT OF BEGINNING M�pN� Corner a Cv�( N89025'01"W 2678.47' co co
W OUN� 5
S89 25 01 E T1Fv1'Go
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L59 S89°22'12"E 76.41' 48.50' �pUN 0$pll P p1y1S1C I I I I l=' P®1vIS1®
L60 N00°3T 56"E 57.60' S I ra Sig � LAN 1 �Sv�
L61 N89°22'04"VV 4.00' Sheet 1: Plat, Line and Curve Tables M �® ksrfi 0 s
Sheet 2: Details Plat Notes Narrative and Record D RFO I PREPARED BY
L62 N00°37'S6"E 10.99' ( `�i , , at e Data `
L63 N52°45'32"E 29.14'
Sheet 3: Easements and Easement Notes
Sheet 4: Joint Utility Easement and Notes o ,+ o
Ls4 s0o°34'S4"W 16z.81' � 26 7, 680 Progress Avenue, Suite #28, Meridian, I® 83642
L65 S00°37'56'W 136.16' Sheet 5: Owners Signatures J09TF OF \ 208-342-7957 - www.hmh-llc.com
Sheet 6: Agency Approvals and Recording HY
ACAD DWG.FILE 20006-01 1=PLAT SHEET I OF 6
ILINDER VILLAGE SUBDIVISION BOOK PAGE
V\ 13 2021
� \ y
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14 A
L __----AP AP AP AP AP AP AP_-
ACHD Permanent y P
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I.N.2020-172545 pP W. PLAZA SHOPS DRIVE
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Lot Lines
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Record Boundary
® ------------------------- Common Utility Lines Easement
`n — — — — - — — — — —— — Record Easement as noted
y ACHD Permanent J _j
- ACHD Permanent Easement
AP- Pl? Easement#6 See L AP L AP L AP L Permanent Landscape Buffer
— I.N.2020-172537
Detail 'A®2° iP iP iP ITD Permanent Easement
ACHD Permanent Easement I L52
PLAN' TqO T'ES
I.N.2015-103256 G ' City of Meridian Easement
See Detail'D' ;�"a 1. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN
Sheet 4 G N. BERCJ EFFECT AT THE TIME OF THE RE-SUBDIVISION.
AVEIVIJE 04' Found Aluminum Cap Monument 2. MINIMUM BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN
C' QO Found 5/8" Rebar,As Noted COMPLIANCE WITH THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN, IDAHO.
OAR O Found 1/2" Rebar,As Noted 3. NO LOTS SHALL BE REDUCED IN SIZE WITHOUT PRIOR APPROVAL FROM THE HEALTH AUTHORITY AND
L59
O I 0 Found Copper Cap Monument,As Noted THE CITY OF MERIDIAN.
U Set 5/8" Rebar,Plastic Cap"FLSI PLS7612" 4. REFERENCE IS MADE TO THE PUBLIC HEALTH LETTER ON FILE WITH ADA COUNTY RECORDER
5'Witness � Set 1/2" Rebar Plastic Cap"FLSI PLS7612" REGARDING ADDITIONAL RESTRICTIONS.
(� Corner ` D Set Copper Cap Monument"FLSI PLS7612" 5. NO ADDITIONAL DOMESTIC WATER SUPPLIES SHALL BE INSTALLED BEYOND THE WATER SYSTEM
t j ® Calculation Point, Nothing Found or Set APPROVED IN SANITARY RESTRICTION RELEASE.
"`✓✓✓ O Lot Number 6. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF IDAHO CODE, RIGHT TO FARM ACT, WHICH
B I.N. Instrument Number ,
STATES NO AGRICULTURAL OPERATION AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL
Z +o CR Corner Record Instrument Number BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE
����� ]Data ONE
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
L LO "Midway Place" Book 1, Page 33;11-08-1894 BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SHALL NOT APPLY WHEN A NUISANCE
City of Meridian _j J "Paramount Subdivision No.5„, Book 92, Pages 10969-1973, I.N,105090433
Sanitary Sewer and RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION,
Water Easement "Paramount Subdivision No.7", Book 93, Pages 11178-11180,I.N.105139582 AGRICULTURAL FACILITY OR EXPANSION THEREOF."
I.N.2016-013033 "Bountiful Commons Subdivision", Book 115, Pages 17336-17339, I.N.2018-120123 7. ADDITIONAL DIRECT LOT ACCESS TO N. ARLISS AVENUE AND W. DIRECTOR STREET IS GOVERNED BY
— — — Record of Survey 4899 For Monte Dennett;02-25-2000 THE MERIDIAN DEVELOPMENT AGREEMENT I.N. 2019-028376. ACCESS MUST BE APPROVED BY ACHD
— --- --- --- —_ —_. _— _ Record of Survey 9153 For Ada County Highway District;03-20-2012 AND THE CITY OF MERIDIAN.
ACHD Permanent �`ACHD Permanent Record of Survey 10658 For CSHQA; 10-05-2016 8. THE PRESSURIZED IRRIGATION SYSTEM SHALL BE OWNED AND MAINTAINED BY THE HIGH DESERT
Easement#5-�'--T Easement#4
I.N.2020-172539 4.00' 4.00' I.N.2020-172540 Record of Survey 11004 For Trevor Gasser;08-02-2017 DEVELOPMENT LINDER VILLAGE, LLC. IRRIGATION WATER WILL BE PROVIDED BY THE NORTH SLOUGH
47.00' Record of Survey 11371 For CSHQA;05-14-2018 WATER USERS ASSOCIATION, INC.
a 9. THIS DEVELOPMENT IS SUBJECT TO THE NORTH SLOUGH LATERAL USERS ASSOCIATION LICENSE
co 89° 25' 01"W � AGREEMENT INSTRUMENT NUMBER 2016-014976 AND ADDENDUM INSTRUMENT NUMBER 2020-006163.
55.00' _j 10. THIS DEVELOPMENT IS SUBJECT TO THE MERIDIAN DEVELOPMENT AGREEMENT
° a INSTRUMENT NUMBER 2019-028376.
Detail 'A' 11. WEST PLAZA SHOPS DRIVE WAS GRANTED UNDER WARRANTY DEED
INSTRUMENT NUMBER 2020-172495.
0 30 60 120 12. NORTH BERGMAN AVENUE WAS GRANTED UNDER WARRANTY DEED
SCALE: 1"-60' W. PLAZA SHOPS DRIVE INSTRUMENT NUMBER 2020-172498.
13. THE PERMANENT LANDSCAPE BUFFER DEPICTED ALONG W. CHINDEN BLVD. (35-FEET), N. LINDER
L39 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
AP AP AP
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Easement#1 Oc asement#3 THE PURPOSE OF THE SURVEY IS FOR THE DEVELOPMENT OF THE PROPERTY. CONVENTIONAL AND GPS SURVEY TECHNIQUES
I.N.2020-172545020-172541 HAVE BEEN USED FROM THE START OF THE WORK IN 2006.
L L L L L L L----t L L L N� H WN WAS
Ap AP AP A AP AP AP AP , THE NORTHERLY SECTION LINE AS DEFINED BETWEEN THE FOUND SECTION AND THEN 1/4 CORNERS ASS OAp � � � � ACCEPTED. THE NORTH 16TH CORNER WAS RESET WITH THIS SURVEY W THE POSITION FOUND IN 2006/2007.
THECENTER-NORTH 16TH CORNER WAS PLACED AT THE INTERSECTION OF A BEST FIT LINE WITH THE FOUND MONUMENTS
S89° 21'24"E S89°21'24"E 61.70' L6 ALONG THE NORTH LINE OF PARAMOUNT SUBDIVISION NO.'S 5 AND 7 AND,A BEST FIT LINE WITH THE FOUND MONUMENTS
49.66' L50 ( 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
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L INDICATED IN THE RECORD DATA LIST.
W. PA2✓A SHOPS DRIVE
L38 Detail 'A-2'
0 10 20 40
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I.N.2020-172541
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To SW Subdivision
Boundary Corner " PREPARED BY
FOX LAND SURVEYS
Detail 'B' Detail 'C' 680 Progress Avenue, Suite #2B, Meridian, III 33642
0 15 30 60 0 1 2 3 208-342-7957 - WWW.hmh-lic.com
SCALE: 1"=30' SCALE: 1"=2'
ACAD DWG.FILE 20006-01 FPLAT SHEET 2 OF 6
I
LINDER VILLAGE SUBDIVISION
. BOOK PAGE
77
0 75 150 300
23 24 CR 2017-072470 W- CIIIItiTDEN -BLVD (HIGHWA-i- 20/26) SCALE: 1"= 150'
26 25 - - - - - — - -- - — - - - - - - - - - _ -- - - - -- _ a — - - - CR 2017-0724691 24
— — — — — — — — — — ITD Right-of-Way Uf.2020-172499
ITD Right-of-Way I.N.2020-1725U0
ITD Right-of-Way I.N.2020-172499 '
ITD Permanent Easement I.N. 2020 172543 ITD Permanent Easement Almaden Lateral Irrigation Easement I.N.2016-01497
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I.N.2020-172545" PQ I.N.2015-103256--�� Water Easement
I I I.N.2016-013035
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1. COMMON UTILITY LINES EASEMENT SHOWN OR DESIGNATED HEREON ARE NON-EXCLUSIVE, II-ECE D
PERPETUAL, SHALL RUN WITH THE LAND, ARE APPURTENANT TO THE LOTS SHOWN HEREON, Subdivision Boundary
AND ARE HEREBY RESERVED FOR THE INSTALLATION, MAINTENANCE, OPERATION,AND USE Lot Lines
-- -- — ------- Section
OF PUBLIC AND PRIVATE UTILITIES, SEWER SERVICES, PRESSURIZED&GRAVITY IRRIGATION, — — Record Boundary
POWER, CABLE TELEVISION, COMMUNICATION/DATA; APPURTENANCES THEREOF;AND LOT ------------------------ Common Utility Lines Easement
DRAINAGE. — — — — — — — — Record Easement as noted
2. ALL EASEMENTS ARE PARALLEL (OR CONCENTRIC)TO THE LINES ARCS AND UTILITY -AP-AP-AP ACHD Permanent Easement
L L L L Permanent Landscape Buffer
STRUCTURES. IP IP IP ITD Permanent Easement ` LAB/
3. ALL LOTS ARE SUBJECT TO A CITY OF MERIDIAN SEWER AND WATER EASEMENT INSTRUMENT
NUMBER 2021-014150. -CO STERN
4. THIS DEVELOPMENT IS SUBJECT TO A NON-EXCLUSIVE PERPETUAL EASEMENT FOR ACCESS City of Meridian Easement o
AND THE INGRESS, EGRESS OF VEHICLES AND PEDESTRIANS OVER AND ACROSS THE a '7
PARKING, DRIVE AISLES, DRIVEWAY AREAS, AND SIDEWALK AREAS OF THE COMMON AREA AS N,+ l o
DEFINED IN SECTION 2, EASEMENTS OF THE "DECLARATION OF EASEMENT AND CONDITIONS" Found Aluminum Cap Monument 9 Qs
INSTRUMENT NUMBER 2020-035128. Found 5/8 Rebar,As Noted J
Found 1/2"Rebar As Noted OF
O
5. A PORTION OF LOT 2 BLOCK 2 IS SERVIENT TO AND CONTAINS THE ACHD STORM WATER ® Found Copper Cap Monument,As Noted /��rHY
DRAINAGE SYSTEM. THE LOT IS ENCUMBERED BY THAT CERTAIN FIRST AMENDED MASTER ® Set5/8" Rebar, Plastic Cap "FLSI PLS7612"
PERPETUAL STORM WATER DRAINAGE EASEMENT RECORDED ON NOVEMBER 10, 2015 AS Set 1/2" Rebar Plastic Cap"FLSI PLS7612"
INSTRUMENT NUMBER 2015-103256, OFFICIAL RECORDS OF ADA COUNTY,AND INCORPORATED Set Copper Cap Monument"FLSI PLS7612" PREPARED BY
HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL(THE"MASTER EASEMENT"). THE A Calculation Point, Nothing Found or Set
MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO ACHD Lot Number FOX LAND SURVEYS
PURSUANT TO SECTION 40-2302 IDAHO CODE. THE MASTER EASEMENT IS FOR THE OPERATION 680 Progress Avenue, Suite #2B, Meridian, ID 83642
AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM. I.N. Instrument Number
CR Corner Record Instrument Number 208-342-7957 - WWW.hmh-Ilc.com
ACAD DWG. FILE 20006-01 FPLAT SHEET 3 OF 6
LINDER VILLAGE SUBDIVISION
2021 BOOK PAGE
23 24 CR 2017-072470 W. CI IINIE)E T BL (I-IIGTIWA-Y 20/26)
26 25 _. - - -- - v - Y r � _ � - CR 2017-072469 24
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LINE TABLE LINE TABLE LINE TABL LINE TABLE LINE TABLE Z
30,00'
LINE DIRECTION LENGTH LINE DIRECTION LENGTH LINE DIRECTION LENGTH LINE DIRECTION LENGTH LINE DIRECTION LENGTH S89'22'12"E LINE TABLE
L100 NOW 55'10"E 10.00, L119 N00°55'1WE 10.00, L138 S00°32'03"W 10.00, L157 S67°45'28"E 27.15' L177 S89°22'04"E 151.04'
CURVE TABLE I I LINE DIRECTION LENGTH
L101 N84°35'45"E 28.12' L120 S89°22'04"E 114.25' L139 N89°21'24'W 40.02' L158 S89°22'04"E 92.31' L178 N00°37'56"E 10.00, LO
I
CRV RAD DELTA LEN CH. BRG CH. LEN I L196 S00°3T 48"W 13.1T
L102 NOW,,T 56"E 56.16' L121 S70°22'04"E 113.4T L140 N89°2T 57"W 10.00' L159 N72'55'S9"E 35.20' L179 S20°3T 56'"W 41.04' ILO
C100 221.00' 030°05'24" 116.06' N75°35'54"E 114.73' I ACHD
L103 N89°22`04"W 20.78' L122 N19°20'05"E 45.18' L141 N89°21'24"W 61.32' L160 S20°39'09"E 10.04' L180 N89°22'04'°W 10.31' Permanent I v WOTE
L104 NOW 37'56"E 10.00, L123 N89°22'04"W 90.00, L142 N89°22'03'W 37.70' L162 S65°45'52"W 28.04' L181 NOW 37'56"E 8.58' C101 211.00' 044°56'27" 165.50' S68°1022'W 161.29' Easement F
b I I.N.2015-103256 I o
' 1. SEE SHEET 3 OF 6 FOR EASEMENT NOTES
L105 S89'22'04"E 20.78' L124 NOW 37'56"E 10.00, L143 S00°37'56'W 72.08' L163 S89°22'04T 10.00, L182 N89'22'01'W 26.83' C102 189.00' 044°55`48" 148:21' S68 1003"W '144.44' �?
o I AND LEGEND.
L106 NOW 37'56"E 45.50' L125 S89°22'04T 54.98' L144 N89'22'04'W 10.00, L164 NOW 37'56"E 10.00, L183 N86°47'18'W 43.97' C103 211.00' 023°41'22" 87.24' S78°47'16"W 86.62'
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L107 NOW 22'01T 19.40' L126 NOW 38'09"E 45.57' L145 NOW 37'56"E 72.08' L165 N89'22'04'W 10.00, L184 N86°47'18'W 14.66' C104 149.00' 024'52'07" 64.67' S78'11'56"W 64.17' 00 i LAN0
L108 N89°37'59'W 13.00' L127 S89°21'51"E 10.00, L146 N89°22'03'W 130.18' L166 N00°37'56"E 6.07' L185 NOW 37'56"E 115.46' C105 351.00' 034°23'S9" 210.74' S73°25'59'°W 207.59' z I �k; Gx STERF
L109 S00°22'01'W 20.41' L128 S00°38'09"W 39.31' L'147 S24°14'08"E 72.02' L167 N21°52'04'W 35.06' L186 NOW 22'01"E 156.76' C106 289.40' 019°05'55" 96.47' S65°47'23"W 96.02' 110
L110 N89°37'59"W 10.00, L129 N89°22'30"W 100.69, L148 S65°45'52"W 10.00' L168 S21°52'04"E 35.06' L187 S00°37'56"W 48.00' C107 321.45' 011°54'40" 66.82' S87°15'23'W 66.70' I C
1-111 NOW 22'01"E 100.00, L130 NOW 37'30"E 66.09' L149 N24°14'08"W 72.07' L169 S65°45'52'W 61.38' L188 S89°22'28"E 10.00, C108 221.00' 011°47'31" 45.48' S51°35'54"W 45.40' I q2� ,OQ
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L112 S89°37'59"E 10.00, L131 S89°22'30"E 10.00, L150 S65°45'52"W 94.79' L170 S89°22'04"E 11.63' L189 NOW 37'56"E 48.00' C109 179.00' 044°55'48" 140.37' S68'10'03"W 136.80' I /�/o kq�
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1-113 300°22'01"W 69.59' L132 800°37'30"W 56.09' L151 S09°35'26T 69.14' L171 N75°37'56T 61.47' L190 S00°37'56"W 47.97' C110 221.00' 024°52'05" 95.92' S78°1115511W 95.17' _rn
L114 S89°37'59"E 13.00' L133 S89°22'30"E 100.69' L152 S80°24'34'W 10.00, L172 S89°22'04"E 78.07' L191 S89°22'28"E 10.00, C111 139.00' 024°52'07" 60.33' S78°11'56"W 59.86' J
N89°22'12"W PREPARED BY
L115 N00'22'01"E 131.04' L134 S89°22'04"E 125.99' L153 N09°35'26'W 68.59' L173 NOW 37'56"E 10.00, L192 NOW 37'56"E 47.97' C112 361.00' 034°23'59" 216.74' S73°25'59'W 213.50' 16.25'
FOX LAND SURVEYS
L116 N19'20'05"E 119.15, L135 N72°55'59"E 35.20' L154 N86°47'18"W 76.59' L174 N89°22'04'W 79.39' L193 S00°37'56'W 47.94' C113 279.40' 020'32'02" 100.13' S66°30'27"W 99.60'
®etaii ® 6$0 Progress Avenue, Suite ##ZB, Meridian, i® $3642
L117 N70°22'04'W 111.84' L136 S20°39'09T 6.37' L155 S84°35'45'W 19.18, L175 S75'37'56"W 61.47' L194 S89'22'28"E 10.00, C114 311.45' 012°16'32" 66.73' S87°04°26'W 66.60' �y�y 7
0 15 30 60 208-342-7957 - WWW.hmh-iic.com
L118 N89°22'03"W 112,63' L137 S89°21'24"E 111.32' L156 S73°31'39"E 36.64' L176 N20°3T 56"E 32.28' L195 N00°3T 56"E 47.94' C116 67.50' 037°13'20" 43.85' S19°14'28'W 43.08' SCALE: 1"=30'
ACAD DWG.FILE 20006-01 FPLAT SHEET 4 OF 6