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Jayker pg1
LINE TABLE LINE BEARING DISTANCE L-1 S00'30'35"W 85.11 L-2 S42' 17'23"E 18.1 1 L-3 S00'13'10"W 80.96 L-4 S86'30'59"E 189.75 L-5 S47'25'06"E 249.20 L-6 N87'30' 18"E 331.42 L-7 N89'17'17"W 55.22 ! L-8 N00'30'34"E 78.84 L-9 N28'41'50"E 73.67 L-10 N6l'18'10"W 20.67 L-11 S87'53'36"W 107.74 L-12 N48'03'49"W 184.22 L-13 NO1'27'21 "W 152.21 L-14 N19'34'58"W 265.08 L-15 N47'52'23"E 57.11 L-16 N26'29'58"E 146.39 L-17 N73'49'52"E 193.61 L-18 S20'40'47"E 108.24 L-19 N69' 19' 13"E 69.22 L-20 N89'26'24"E 28.75 L-21 N00'33'36"W 116.01 L-22 S87'40'55"E 75.09 L-23 N84' 10'01 "E 71.62 L-24 N 15' 16'26"E 75,74 L-25 S68'57'03"E 68.24 L-26 N21'05'46"E 55.00 L-27 S68'57'03"E 72.04 L-28 N42'54'07"E 199.06 L-29 N85'47'31 "E 128.17 L-30 S06'33'53"E 121.84 L-31 S80'26'52"E 31.21 L-32 N 14' 19'00"W 136.28 L-33 N77'37'43"E 34.17 L-34 S84'52'43"E 51.80 L-35 ! S26'52'45"E 32.18 L-36 S14'19'00"E 86.90 L-37 N75'41'00"E 14.34 L-38 N77'25'30"E 331.86 L-39 N70'07'49"E 209.16 L-40 N81'43'22"E 409.49 L-41 N75'25'46"E 277.73 L-42 N89'39'47"W 149.31 L-43 N86'04'02"W 62.68 L-44 S86'56'26"W 104.50 L-45 S72'03'47"W 100.42 L-46 S89'27'45"W 241.68 L-47 N48'34'32"W 103.60 L-48 S57'07'33"W 55.00 L-49 S76'40'08"W 213.36 L-50 S02'50'05"E 16,95 L-51 S85' 16' 15"W 133.46 L-52 S73'07'29"W 65.76 L-53 S83'52'53"W 60.90 L-54 S30'24'00"W 155.18 L-55 N30'25'44"W 51.07 L-56 S70'20'38"W 50.90 L-57 S30'25'44"E 20.82 L-58 S63'51'27"W 87.57 L-59 S75'07'46"W 84.16 L-60 S46'29'32"W 270.37 L-61 NOT USED L-62 S49'59'16"W 55.00 L-63 S50'58'58"W 32.56 L-64 S31'49'33"W 116.48 L-65 S58'1O'27"E 11.39 L-66 S31'49'33"W 60.00 L-67 S58'1O'27"E 20.00 L-68 S31'49'33"W 60.00 L-69 S58'1O'27"E 110.00 L-70 S13'56'12"W 42.27 L-71 S58'1O'27"E 52.02 L-72 S31'49'33"W 22.04 L-73 S58' 1 O'27"E 120.00 L-74 N31'49'33"E 10.00 L-75 S56'22'03"E 50.63 L-76 N53'59'56"E 111.34 L-77 I S51-13'31 "E 24.88 S.�N pL LANDS ,STE,q 8022 spd 'l 3-48 0 0 qTf OF \TJ P� `SON D. gR�� JA YKER SUBDIVISION - PHASE 1 A PARCEL OF LAND SITUATED IN SECTION 22, TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO. CP&F 2008 7853184 16 15 21 22 N Ln N M N Ln N u 122 � 2-o-- CORNER FALL IN CANAL, NOTHING FOUND OR SET. w w O p 0 0 O O z ROS 7900 1323.68 LINE TABLE LINE BEARING DISTANCE L-78 N38'46'29"E 66.89 L-79 S51' 13'31 "E 15.64 L-80 S82'44'16"E 82.12 L-81 S75'09'10"E 128.27 L-82 S55'54'49"W 29.98 L-83 S34'05'1 1 "E 55.00 L-84 S55'54'49"W 37.41 L-85 S00'42'25"W 47.74 L-86 N89'17'35"W 30.26 L-87 S00'42'25"W 55.00 L-88 N89' 17'35"W 8.07 L-89 S00'42'25"W 110.00 L-90 N89'17'35"W 45.70 L-91 SOO'42'25"W 55.00 L-92 S89'17'35"E 14.18 L-93 S00'42'25"W 50.00 L-94 N89' 17'35"W 10.13 L-95 S00'42'25"W 90.00 L-96 S89'17'35"E 357.04 L-97 S75'25'46"W 284.46 L-98 S81'43'22"W 409.49 L-99 S70'07'49"W 209.16 L-100 S87'30'18"W 331.42 L-101 N83'13'54"W 335.52 L-102 N71'15'34"W 65.65 L-103 N77'08'02"W 126.25 L-104 N81'24'58"W 492.84 L-105 S76'33'06"W 105.62 L-106 S89' 17' 17"E 0.22 L-244 N74'43'19"E 50.00 L-245 S80'26'52"E 7.12 L-246 S80'26'52"E 50.00 L-247 N71'54'35"E 60.00 CP&F CP&F 8504616 8504611 N89°20'33"W 3306.90 15 1323.68 22 659.55 CP&F 99121620 N89°20'21 "W 1978.98 15 14 (N89°2O'36"W 1979,05) 22 23 MONUMENT CERTIFICATE / THIS IS TO CERTIFY THAT THIS PLAT IS BEING RECORDED 3 14 UNDER THE PROVISIONS OF IDAHO CODE 50-1331 THROUGH 50-1333 AND THAT ALL INTERIOR MONUMENTS WILL BE SET WITHIN ONE YEAR FROM THE RECORDING DATE OF THIS PLAT.J7 LBARE BASIS OFBEAHINGS 74 S89'30'12"E r THE EAST HALF OF THE SOUTH LINE OF SECTION 22 WAS USED AS THE BASIS PLsJ N86'30'59"W rri OF BEARINGS FOR THIS SURVEY. IDAHO STATE PLANE GRID BEARINGS ZONE o \ 7314 1103 - NAD 83(92) DETAIL "A" / N N NOT TO SCALE REFERENCE SURVEYS / (1) SPURWING SUBDIVISION (2) WESTWING ESTATES SUBDIVISION ` (3) RECORD OF SURVEY INSTR. No. 7908890 o w (4) RECORD OF SURVEY NO. 2006. 0 N (5) RECORD OF SURVEY NO. 5232. o) O (6) RECORD OF SURVEY NO. 2625. (7) RECORD OF SURVEY NO. 7900. 0 0 z SPURWING SUBDIVISION PL CENTERLINE PHYLLIS CANAL 4347 BK 69 PG 7104-7108 �p5 C-37 7314 C-36 L-104 C-30 0 BARE „ rL-103 PLSC-31� L_g8 57 13 471 S81'24'SB..E I rC-3 441.72 L-102 PLS 43470 4 C� PLS 4347 L- O ARE C'34 C_32 4�99 4347 O '�, L' L-101 3 C �33 L-100 1• o n i- N � PLS C-20_ ROS 1____,,,-----�• -2 - BARE o r+� (D p N 2471 ROS (R3) W ,/ ` BARE L-6 o '-Op Ln 2006 BARE Do n o L-2 CO� of w u� (770 50) (R4) N o I N 770.41 L _ L 3 o'n u 0)1 UNPLATTED PLS 7314 0 PLS 2471 S89'30'12"E 778.15 - L 4 z � W� PLS C\ v z SEE D AIL "A" 3 4 `S PLS, 7314 CHISLED "X" IN CONC DITCH. • N p,L-�•�N � ^N N555 4 6� I W I olo a� Lo PLS oo �° o I w N 7314 �� ° 0 0 / Orn \ �� Z Ln CO " DETAIL 8" / 0 \ NOT TO SCALE � z rn 21 [22- 28 27 CP&F 99113294 PUMA SUBDIVISION BK 71 PG 7264-7265 LOT 2 LOT 1 L-25 C-13 S89'28'42"E BARE L-24 C-16 1 437.50 L-23 L-27-i1 L-22 L-2 - L-20 C-12 " �L f` C-11 ' L-19 C- 40 L-15 C-33 C-10{ 3 9 N� C-9 r `n o n o UNPLATTED �� z C- L-1 L-1 DETAIL "B" C 1323.58 N89' 17 17 W 2647.16 (N89'17'39"W 2647.32) (R2) i 0 '7 45 141 ?46 1EET 4 L-34 L-35 L-33�A 4L-36 • C-343 L-247 w L-37 L19 L_ L-318 C-342 L-58 L�57 L-5 _ - -T-I L-59 C-27 L-62 ` L-63 C-28 2 EET 6 PLS 4347 25 89 • 51.83 � PLS 7314 rn SHEET 5 1 � � L4 C-23 �cL-4 c a , �L 47 L- L-46 C-11 C-25 CP&F 7734791 23 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA BEARING CHORD C-1 1525.00 145.71 72.91 5'28'28" S89'45'28"E 145.65 C-2 1025.00 300.47 151.32 16'47'45" N79'06'26"E 299.40 C-3 380.00 111.78 56.29 16*51'12" N07'55'02"W 111.37 C-4 225.00 176.88 93.29 45'02'28" ! N06'1O'36"E 172.36 C-5 72.50 38.98 19.97 30'48'14" N76'42'17"W 38.51 C-6 187.50 144.13 75.84 44'02'35" N70'05'07"W 140.61 C-7 227.50 185.06 97.99 1 46'36'27" N24'45'35"W 180.00 C-8 372.50 117.85 59.42 18'07'37" N10*31'10"W 117.36 C-9 337.50 101.61 51.19 1715'01 " N28' 12'28"W 101.23 C-10 137,00 31.21 15.67 13'03'15" N43'21'36"W 31.15 C-11 392.50 74.96 37.60 10'56'35" N47'35'54"W 74.85 C-12 423.50 1 70.12 35.14 9'29'11" N84'41'49"E 70.04 C-13 423,50 1 61.83 30.97 8'21'53" S64'46'07"E 61.77 C-16 296,50 38.06 19.06 7'21'20" S65'16'23"E 38.04 C-17 273.50 76,93 38.72 16'07'01" S88'30'23"E 76.68 C-18 276.50 99.84 50.47 20'41'18" N89'12'29"E 99.30 C-19 660.00 63.53 31.79 5'30'55" S15*19'57"E 63.51 C-20 1025.00 10.36 5.18 0`34'44" N70'25'1 1 "E 10.36 C-21 975.00 197.27 98.97 11'35'33" N75'55'35"E 196.94 C-22 775.00 85.13 42.61 F17'36" N78'34'34"E 85.08 C-23 271.50 33.65 16.84 7'06'01" S44'58'29"W 33,62 C-24 15.00 21.36 12.94 81'34'48" S07'44'05"W 19.60 C-25 276.50 116.02 58.88 24'02'29" S21'04' 15"E 115,17 C-26 155.00 73,43 37.42 27'08'39" N44'00'04"W 72,75 C-27 660.00 173.46 87.23 15'03'30" S40'22' 15"W 172.96 C-28 560.00 131.113 65.88 13'25'09" S44' 16'23"W 130.86 C-29 197.50 51.86 26.08 15'02'46" S48'23'26"W 51.72 C-30 750.00 82.38 41.23 6'17'36" N78'34'34"E 82,34 C-31 1000.00 202.33 101.51 11*35'34" S75'55'35"W 201,99 C-32 1000.00 303.25 152.BO 17'22'30" N78'49'03"E 302.09 C-33 1500,00 242.51 1 121.52 9'15'48" S87'51'48"E 242.25 C-34 1500.00 313.43 157.29 11'58'20" S77'14'44"E 312,86 C-35 1500.00 153.80 76.97 5'52'28" N74'11'48"W 153.73 C-36 1000.00 74.74 37.39 4' 16'56" N79' 16'30"W 74.72 C-37 800.00 307.63 155.74 22'01'56" S87'34'04"W 305.74 C-119 262.50 30.28 15.15 6'36'30" S07'49'58"W 30.26 C-338 1 423.50 1.23 0.61 0'09'57" N69'24'12"E 1.22 C-339 15.00 22.19 13.69 84'46'24" N27'05'58"E 20.22 C-340 15.00 22.19 13.69 84'45'59" S57'39'48"E 20.22 C-341 15.00 23.56 15.00 90'00'00" N54'33'08"E 21.21 C-342 15.00 23.56 15.00 90'00'00" S35'26'52"E 21.21 C-343 15.00 24.55 16.02 93'46'25" N28'47'48"E 21,90 LEGEND SUBDIVISION BOUNDARY PROPERTY BOUNDARY LINE CENTERLINE LOT LINE RIGHT OF WAY L/NE O SECTIONII14 SE ION LINE �'i ------ EASEMENT LINE v1 FOUND BRASS CAP MONUMENT tD C7 � FOUND ALUMINUM CAP MONUMENT O FOUND 5/8- IRON PIN AS NOTED. '1 z FOUND AS NOTED. • FOUND 112- IRON P/N AS NOTED. \- L� - " -50 �' • „ L-51 L-52 L-53 C-26 -54 N89'18'37"W 1291.68 �0 PLS (N89°18'19"W 1291,76) (R5) PLS N 2806 1 � � 2806 -L- 64 L 66 L 68 L-7 78 N N L-7g o �, WESTWING ESTATES L-80 p o BK 70 PG 7200-7201 - L- „ ' s: L-81 cn L-7 ' L-82-,* L-7 _ L-8 C-29� i� - - L-7 L-74 -1- L-85 t L-75� �L-86 N - - - L-76 J--L-87 .ET 2 SHEET i .' 4_89 0 J - L-92 L-93 . L-90 / L-94 L-91 LO 0) �00 (D 00 N � N 3 0 N � 0 oN U) o cn G- 0500 -106 L-95 L-96 4-4000- 1POINT OF BEGI ING 1268.5oL-8-_.I 1323.58 L-7 L 23 27 FD BOLT 1353.56 1293.74 27 26 CP&F N89'17'35"W 2647.29 CP&F 99113296 UNPLATTED (N89°17'39"W 2647 32) (R2) 106064774 STATE HIGHWAY 20/26 (W. CHINDEN BLVD.) O SET 5/8'X30" REBAR PLS 8022. © TO BE SET 5/8" X 30- REBAR PLS 8022. n TO BE SET 112- X 24 - REBAR PLS 8022. ❑ CALCULATED POSITION - NOTHING SET (100.00) RECORD DA TA PUE PUBLIC UTIL/TIES EASEMENT/WIDTH A CH',07 ACHD DRAINAGE EASEMENT UNLESS NOTED. SL EXISTING ACHD SLOPE EASEMENT UW/ UNITED WATER IDAHO EASEMENT AND WIDTH SS CITY OF MERIDIAN SANITARY SEWER EASEMENT AND WIDTH HOA HOMEOWNERS ASSOCIATION DRAINAGE EASEMENT AND WIDTH lRR PRESSURIZED IRRIGATION SYSTEM EASEMENT AND WIDTH CD 20' COMMON DRIVEWAY & PUBLIC UTILITIES EASEMENT NL� HOMEOWNER'S ASSOCIATION LANDSCAPE MAINTENANCE EASEMENT EXIST. ACHD RIGHT-OF-WAY EASE. PER INST. N0. 108031936. NS NORTH SLOUGH NO. 1 LATERAL USER'S ASSOCIATION EASEMENT PPE PUBLIC PATHWAY EASEMENT/WIDTH DE DRAINAGE EASEMENT/WIDTH BLOCK NUMBER '4 LOT NUMBER ROKAW SURVEYING & MAPPING L.L.C. 11056 LONE STAR ROAD 0 200 400 800 1200 NAMPA, IDAHO 83651 (208) 249-0479 SHEET NO. 1 OF 1,2 C \R-R\05013\Ph 1 PIt Sh01 .dwg