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Jayker pg6JA 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. 2008 LINE TABLE LINE BEARING DISTANCE L-179 N51'25'17"W 51.53 L-180 S89' 13'57"W 41.18 L-181 S75'28'24"E 59.99 L-182 N46'28'53"W 37.62 L-183 i N40'57'38"W 32.79 L-184 S76'26'37"W 13.68 L-185 S60'57'29"W 53.79 L-190 S76'26'37"W 14.42 L-303 N83'43'31 "W 58.19 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA BEARING CHORD C-2 1025.00 300.47 151.32 16'47'45" N79'06'26"E 299.40 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 6'17'36" N78'34'34"E 85.08 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 1000.00 303.25 152.80 17'22'30" N78'49'03"E 302.09 C-79 244.00 578.91 603.00 135'56'22" N16'32'54"E 452.37 C-80 176.00 432.06 492.28 140.39" 4" S18'54'20"W 331.45 C-81 705.00 240.64 121.50 19'33'26" N79'27' 14"E 239.48 C-82 141.00 307.25 270.00 124'51'05" N47'53'56"W 249.97 C-83 450.00 297.18 154.24 37'50' 18" SO4'23'33"E 291.81 C-92 216.50 334.51 211.01 88'31'39" N21-18'46"E 302.22 C-93 216.50 107.58 54.92 28'28'14" N37'11'10"W 106.48 C-95 271.50 82.83 41.74 17.28'50" N00'11'14"W 82.51 C-111 481.50 20.00 10.00 2'22'48" S14*41'11"E 20.00 C-112 481.50 59.95 30.01 7'08'00" S19'26'35"E 59.91 C-110 481.50 87.87 44.06 10'27'21" S08'16'06"E 87.75 C-115 600.00 101.63 50.94 9*42'18" S09'33'20"E 101.51 C-229 110.00 92.20 49.00 48'01'28" S79'32'39"E 89.52 C-230 140.00 67.53 34.43 27'38'09" S89'44'19"E 66.87 C-231 203.50 46.56 23.38 13'06'31 " S44'52'01 "E 46.46 C-232 203.50 67.90 34.27 19'06'59" S28'45'17"E 67.58 C-233 203.50 30.04 15.05 8'27'24" S14'58'05"E 30.01 C-234 203.50 93.04 47.35 26"1'43" S02'21'28"W 92.23 C-235 203.50 119.28 61.41 33'35'02" S32'14'51"W 117.58 C-236 1 203.50 63.78 32.15 17'57'28" S58'01'05"W 63.52 C-237 203.50 30.03 15.04 8*27'15" S71'13'27"W 30.00 C-238 203.50 48.95 24.59 13'46'53" S82'20'31 "W 48.83 C-239 677.50 139.32 69.91 11*46'57" N83'20'29"E 139.08 C-240 677.50 91.93 46.04 7'46'29" N73'33'46"E 91.86 C-241 168.50 103.94 53.69 35'20'41 " S87'20'51 "W 102.30 C-242 168.50 64.38 32.59 21'53'25" N64'02'06"W 63.99 C-243 168.50 20.15 10.09 6'51'08" N49'39'50"W 20.14 C-244 168.50 43.12 21.68 14'39'41" N38'54'25"W 43.00 C-245 168.50 22.68 1 11.36 7'42'44" N27'43'13"W 22.66 C-246 168.50 103.57 53.48 35'12'57" NO6'15'22"W 101.94 C-247 168.50 5.04 2.52 1'42'54" N12'12'33"E 5.04 C-248 600.00 53.80 26.92 5*08'14" S10'29'53"W 53.78 C-249 600.00 132.29 66.41 1 12'37'57" S01'36'48"W 132.02 C-250 271.50 20.00 10.01 W 13' 18" N 1 1-02'18"W 20.00 C-251 271.50 136.81 69.89 28'52'20" N27'35'07"W 135.37 C-252 271.50 44.54 22.32 9'24'00" N46'43'17"W 44.49 C-253 148.50 251.41 167.85 97'00'05" S02'55'14"E 222.44 C-254 148.50 113.14 59.47 43'39'09" S67'24'23"W 110.42 C-255 732.50 123.31 61.80 9'38'42" N84'24'36"E 123.16 C-256 732.50 99.47 49.81 7'46'49" N75'41'51 "E 99.39 C-257 732.50 27.26 13.63 2'07'55" N70'44'29"E 27.26 C-258 113.50 242.39 206.28 122'21'32" N46'39'10"W 198.88 C-259 481.50 127.63 64.19 15'11'13" S06'56'00"W 127.26 C-260 481.50 20.00 10.00 2'22'48" S01'51'01 "E 20.00 C-261 113.50 4.94 2.47 2'29'33" S70'55'18"W 4.94 C-272 975.00 152.30 76.31 8'57'00" S7W36'19"W 152.15 C-273 975.00 44.97 1 22.49 2'38'33" S80'24'06"W 44.97 C-274 775.00 62.18 31.11 1 4'35'49" N79'25'28"E 62.16 C-275 775.00 22.95 11.47 1 1'41'47" N76'16'40"E 22.95 i i 20' EMERGENCY ! ��� / ;,� 0°1 VEHICLE ACCESS a. \ ^o' EASEMENT 14.10 v I 'vs 8 1 �� 20' \ S. SHEET 1 � 7157 N 11 �7g A L-184 of 12'40-w V C-229 rn A� 6.'s3� to c 23 7130 / \\\\ co) 7105 - _ \ \\ N o PUE L-190n 7083 - <,>> \\ \\ \\\\ a �c �r70 LQ \ b \\\ \\ \\ \\\\\s8 F 2 76 7055 \ ^ \\ \ 1 1 \\ \\ \\\\\\ `S s238 154.49 S89'440"W 0'\ \ACHD\ \\\\\ \ � y\\A \ \\\\\\ V\\\ \ \\\\\\\\\\ L � YLLIS CANAL CENTERLINE PH Ng143'2J 409.696 � SEE SHEET 5 • 50 1000 0• / 2 4,42 rJ 255,89 N�525'46;E -7� 1 g1 i 68.15 :25 46l �50 _ /f 7-1PDLSlz314 �C-275 - j� 5.15 10' � i IRR /1 N 00 Lo \p70. N I N Ivr I16 I � ao � co u� 23 10' IRR p 00 M O N O O 0 15' DE/IRR BROKAW SURVEYING & MAPPING L.L.C. 11056 LONE STAR ROAD N,4MPA, IDAHO 83651 (208) 249-0479 SHEET NO. 6 OF 1,2 C:\R-R\05013\Ph1 Plt Sh06 dwg