Loading...
PZ - Legal Descriptions by zones Legal Description City of Meridian Annexation Lave ider Heights Subdivision A parcel of land located in the SW Y4 of Section 32 , Township 3 North , Range 1 East , Boise Meridian , Ada County , Idaho , more particularly described as follows : Commencing at an Aluminum cap monument marking the southwest corner of said Section 32 , from which an Aluminum cap monument marking the northwest corner of the SW �/4 of said section bears N 0032 ' 17 " W a distance of 2700 . 11 feet ; Thence S 89057 ' 01 E along the southerly boundary of said SW '/4 a distance of 1331 . 91 feet to a 5/8 inch iron pin monument marking the southwest corner of the SE '/4 of said SW '/4 and the POINT OF BEGINNING ; Thence N 0009 ' 52 " W along the westerly boundary of said SE /4 of the SW '/4 a distance of 431 . 20 feet to the southeasterly corner of that parcel shown as the "John Freeman " parcel on Record of Survey No . 7783 , records of Ada County , Idaho ; Thence along the southerly , westerly and northerly boundary of said parcel the following courses and distances : Thence N 69055 ' 45 " W a distance of 503 . 30 feet to a point ; Thence N 58 ° 00 ' 31 W a distance of 219 . 85 feet to a point of curvature ; Thence a distance of 114 . 95 feet along the arc of a 140 . 00 foot radius curve right , said curve having a central angle of 47 ° 02 ' 41 " and a long chord bearing N 34 ° 29 ' 08 " W a distance of 111 . 75 feet to a point of tangency ; Thence N 10057 ' 45 " W a distance of 410 . 17 feet to a point of curvature ; Thence a distance of 155 . 37 feet along the arc of a 110 . 00 foot radius curve right , said curve having a central angle of 80055 ' 32" and a long chord bearing N 29 ° 30 ' 30 " E a distance of 142 . 77 feet to a point of tangency ; Thence N 69057 '44" E a distance of 128 . 97 feet to a point ; Thence N 83047 ' 06" E a distance of 26 . 72 feet to a point ; Thence S 86 ° 47 ' 31 " E a distance of 362 . 95 feet to a point of curvature ; Thence a distance of 122 . 47 feet along the arc of a 220 . 00 foot radius curve left , said curve having a central angle of 31 ° 5339" and a long chord bearing N 77015 ' 42 " E a distance of 120 . 89 feet to a point of tangency ; Thence N 61 ° 18 ' 54 " E a distance of 91 . 61 feet to a point of curvature ; Lan blution .:s Lavender Heights Annexation �/ Land Surveying and Consulting Job No . 17-55 Page 1 of 2 Thence a distance of 22 . 57 feet along the arc of a 144 . 67 foot radius curve left , said curve having a central angle of 8 ° 56 ' 24 " and a long chord bearing N 56 ° 50 ' 40 " E a distance of 22 . 55 feet to a point on the east boundary of the NW 1/4 of the SW /4 of said 1 Section 32 , also being the westerly boundary of Blackrock Subdivision No . 1 , as filed for i record in Book 96 of Plats at Pages 12003 through 12008 , records of Ada County , Idaho ; Thence along said boundary S 0 ° 08 ' 26 " E a distance of 101 . 67 feet to the northwest corner of the SE 1/4 of the SW 1/4 of said Section 32 , said point also being the northwesterly corner of the " Clayton Properties LLC " parcel shown on said Record of Survey No . 7783 , and the southwesterly corner of said Blackrock Subdivision No . 1 ; Thence leaving said " John Freeman " parcel boundary , and along the northerly boundary of said SE 1/4 of the SW 1/4 , being partially along the northerly boundary of said " Clayton Properties LLC " parcel , also being the southerly boundary of said Blackrock Subdivision No . 1 S 89049 ' 51 " E a distance of 1340 . 54 feet to the northeasterly corner of said SE 1/4 of the SW 1/4 , Thence along the easterly boundary of said SE 1/4 of the SW 1/4 S 0012 ' 02 " W a distance of 1344 . 18 feet to the southeasterly corner of the SW 1/4 of said Section 32 ; Thence along the southerly boundary of said SW 1/4 N 89058 ' 24 " W a distance of 1331 . 96 feet to the POINT OF BEGINNING . This parcel contains 55 . 14 acres , more or less , and is subject to any easements existing or in use . \oNPL LA No S Clinton W . Hansen , PLS CO \ S T ER G,p Land Solutions , PC November 25 , 2019 0 1111 �, 9 < <` 6. �� PsZ z TON W \A f1r1 � �� 1L� 11� 1� 5 Lavender Heights Annexation Job No .' Land Surveying and Consulting f 2 o 2 Page 2 of 2 CITY OF MERIDIAN ANNEXATION 31 32 LAVENDER HEIGHTS SUBDIVISION LOCATED IN THE SW 1 / 4 OF SECTION 32 , C 1 / 4 LJ 1 /4 T. 3N . , Re E . , BM . , ADA COUNTY, IDAHO � N O d- N61 °18' 54" E BLACKROCK SUBDIVISION NO . 1 N83047 ' 06 " E g1 . 61 ' BOOK 96 , PAGES 12003 - 12008 26 . 72' G� SO°08 ' 26 " E o N69 °57 ' 44" E S86 '47 '31362 . 95 '"E C3 101 . 67 ' I� 128 . 97 S89 °49 ' 51 " E 1340054' N vn, SW 1716 CS 1 /16 z � I w m I� L - N ? O � Cn O O �l Z 1 Q ee m op AREA = 55 . 14 ACRES N �J98S�J N O Con 50j 30 Snly U O O CV N u7 � � O O 31 32 _ 32 E . LAKE HAZEL RD . Z S89957 ' 01 " E 1331691 ' W 1 /16 N89 °58 ' 24" W 1331996 ' 1 /4 6 5 POINT OF 5 BEGINNINGeeeeel l i� 0 200 400 800 \D j4p,L° LA A10 S 5�' 1 S G� CL 1111 CURVE TABLE C*) OF CURVE # LENGTH RADIUS DELTA BEARING CHORD OIV W . YA C1 114 . 95 ' 140 . 00 ' 47 '02 ' 41 N34 '29 ' 08 " W 111 . 75 ' C2 155 . 37 ' 110 . 00 ' 80 '55' 32 " N29 '30 ' 30" E 142 . 77 ' Lan q3 ' iR f uC3 122 . 47 ' 220 . 00' 31 '53 ' 39 " N77 '15 ' 42" E 120989 ' veying and Consulting C4 22. 57 ' 144. 67' 8056 ' 24" N56 '50 ' 40 " E 22 . b55' EIRID AN. ID 83642 ( 208 ) 288- 2040 ( 208 ) 288-2557 fax www. landsolutions . biz JOB NO. 17 -- 55 Legal Description R-4 Zone Lavender Heights Subdivision A parcel of land located in the SW 1/4 of Section 32 , Township 3 North , Range 1 East , Boise Meridian , Ada County , Idaho , more particularly described as follows : i Commencing at an Aluminum cap monument marking the southwest corner of said Section 32 , from which an Aluminum cap monument marking the northwest corner of the SW 1/4 of said section bears N 0032 ' 17 " W a distance of 2700 . 11 feet ; Thence S 89 ° 57 ' 01 E along the southerly boundary of said SW �/4 a distance of 1331 . 91 feet to a 5/8 inch iron pin monument marking the southwest corner of the SE '/4 of said SW 1/4 ; Thence N 0009 ' 52 " W along the westerly boundary of said SE 1/4 of the SW 1/4 a distance of 431 . 20 feet to a point ; Thence N 69055 ' 45 " W a distance of 177 . 45 feet to the POINT OF BEGINNING ; Thence continuing N 69055 ' 45 " W a distance of 325 . 85 feet to a point ; Thence N 58000 ' 31 W a distance of 219 . 85 feet to a point of curvature ; Thence a distance of 114 . 95 feet along the arc of a 140 . 00 foot radius curve right , said curve having a central angle of 47 ° 02 ' 41 and a long chord bearing N 34029 ' 08 " W a distance of 111 . 75 feet to a point of tangency ; Thence N 10057 '45 " W a distance of 410 . 17 feet to a point of curvature ; Thence a distance of 155 . 37 feet along the arc of a 110 . 00 foot radius curve right , said curve having a central angle of 800553251 and a long chord bearing N 29030 ' 30 " E a distance of 142 . 77 feet to a point of tangency ; Thence N 690 57 44 „ E a distance of 128 . 97 feet to a point ;o nt , Thence N 830 47 , 06 „ E a distance of 26 . 72 feet to a point ; p , Thence S 86047' 31 " E a distance of 362 . 95 feet to a point of curvature ; Thence a distance of 122 . 47 feet along the arc of a 220 . 00 foot radius curve left , said curve having a central angle of 31 ° 53 ' 39 " and a long chord bearing N 77015 ' 42 " E a distance of 120 . 89 feet to a point of tangency ; Thence N 61 ° 18 ' 54 " E a distance of 91 . 61 feet to a point of curvature ; Thence a distance of 22 . 57 feet along the arc of a 144 . 67 foot radius curve left , said curve having a central angle of 8 ° 56 ' 24 " and a long chord bearing N 56050 ' 40" E a distance of 22 . 55 feet to a point on the east boundary of the NW �/4 of the SW 1/4 of said Section 32 , also being the L,*nd blutions Lavender Heights Subdivision Land Surveying and Consulting R4 Zone Job No . 17-55 Page 1 of 3 westerly boundary of Blackrock Subdivision No . 1 as shown in Book 96 of Plats at Pages 12003 through 12008 , records of Ada County , Idaho ; Thence along said boundary S 0008 ' 26 " E a distance of 101 . 67 feet to the northwest corner of the SE 1/4 of the SW '/4 of said Section 32 , said point also being the southwesterly corner of said Blackrock Subdivision No . 1 ; F Thence along the northerly boundary of said SE '/4 of the SW 1/4 , also being the southerly boundary of said Blackrock Subdivision No . 1 S 89049 ' 51 " E a distance of 1340 . 54 feet to the northeasterly corner of said SE /4 of the SW Thence along the easterly boundary of said SE 1/4 of the SW %4 S 0 ° 12 ' 02 " W a distance of 707 . 92 feet to a point ; Thence leaving said boundary N 89 ° 47 ' 24 " W a distance of 141 . 89 feet to a point ; Thence S 0 " 12 ' 02 " W a distance of 23 . 62 feet to a point ; Thence S 39056 ' 09 " W a distance of 31 . 50 feet to a point on a curve ; Thence a distance of 26 . 69 feet along the arc of a 60 . 00 foot radius non -tangent curve left , said curve having a central angle of 25029 ' 17 " and a long chord bearing N 62048 ' 29 " W a distance of 26 . 47 feet to a point of tangency ; Thence N 75033 ' 08 " W a distance of 198 . 99 feet to a point ; Thence N 14026 ' 52 " E a distance of 109 . 38 feet to a point of curvature ; Thence a distance of 24 . 92 feet along the arc of a 100 . 00 foot radius curve left , said curve having a central angle of 14016 ' 43 " and a long chord bearing N 7 ° 18 ' 30 " E a distance of 24 . 86 feet to a point of tangency ; Thence N 0010 ' 09 " E a distance of 412 . 38 feet to a point ; Thence N 89049 ' 51 W a distance of 502 . 79 feet to a point of curvature ; Thence a distance of 29 . 79 feet along the arc of a 60 . 00 foot radius curve left , said curve having a central angle of 28023 ' 02 " and a long chord bearing S 75 ° 58 ' 38" W a distance of 29 . 42 feet to a point ; Thence N 28012 ' 53 " W a distance of 31 . 50 feet to a point ; Thence N 89049 ' 51 " W a distance of 296 . 01 feet to a point ; Thence S 28033 ' 11 " W a distance of 31 . 50 feet to a point on a curve ; Thence a distance of 29 . 72 feet along the arc of a 60 . 00 foot radius non -tangent curve left , said curve having a central angle of 28023 ' 02 " and a long chord bearing N 75038 ' 20 " W a distance of 29 . 42 feet to a point of tangency ; Lir»il OWtions Lavender Heights Subdivision k.�� Land surveying and Consulting R4 Zone Job No , 17- 55 Page 2 of 3 Thence N 89049 ' 51 W a distance of 613 . 00 feet to a point of curvature ; Thence a distance of 94 . 25 feet along the arc of a 60 . 00 foot radius curve left , said curve having a central angle of 90 ° 00 ' 00 " and a long chord bearing S 45010 ' 09 " W a distance of 84 . 85 feet to a point of tangency ; i i Thence S 0 ° 10 ' 09 W a distance of 163 . 00 feet to a point of curvature ; Thence a distance of 94 . 25 feet along the arc of a 60 . 00 foot radius curve left , said curve having a central angle of 90 ° 00 ' 00 and a long chord bearing S 44 ° 49 ' 51 E a distance of 84 . 85 feet to a point of tangency ; Thence S 89 ° 49 ' 51 " E a distance of 186 . 00 feet to a point ; Thence S 010 ' 09 " W a distance 209 . 50 feet to a point of curvature ; Thence a distance of 94 . 25 feet along the arc of a 60 . 00 foot radius curve left , said curve having a central angle of 90000 ' 0077 and a long chord bearing S 44049 ' 51 E a distance of 84 . 85 feet to a point of tangency ; i Thence S 89049 ' 51 E a distance of 98 . 64 feet to a point ; Thence S 0009 ' 52 " E a distance of 151 . 89 feet to the POINT OF BEGINNING . This parcel contains 16 . 62 acres , more or less . ONPL LANDS Clinton W. Hansen , CO PLS \ S T R G�, Land Solutions , PC o CIA November 25 , 2019 0 �4 1111 OF 0 N W NPR i Lim� olution � Lavender Heights Subdivision 47Lanndd Surveying and Consulting R 4 Zone Job No . 17 - 55 Page 3 of 3 f I Legal Description R-8 Zone Lavender Heights Subdivision A parcel of land located in the SW 1/4 of Section 32 , Township 3 North , Range 1 East , Boise Meridian , Ada County , Idaho , more particularly described as follows : Commencing at an Aluminum cap monument marking the southwest corner of said Section 32 , from which an Aluminum cap monument marking the northwest corner of the SW �/4 of said section bears N 0 ' 32 ' 17 " W a distance of 2700 . 11 feet ; Thence S 89057 ' 01 " E along the southerly boundary of said SW 1/4 a distance of 1331 . 91 feet to a 5 /8 inch iron pin monument marking the southwest corner of the SE '/4 of said SW 1/4 ; Thence N 0009 ' 52 " W along the westerly boundary of said SE 1/4 of the SW 1/4 a distance of 431 . 20 feet to the POINT OF BEGINNING ; Thence N 69055 ' 45 " W a distance of 177 . 45 feet to a point ; Thence N 0009 ' 52 " W a distance of 151 . 89 feet to a point ; Thence N 89 ° 49 ' 51 " W a distance of 98 . 64 feet to a point of curvature ; Thence a distance of 94 . 25 feet along the arc of a 60 . 00 foot radius curve right , said curve having a central angle of 90000 ' 00 " and a long chord bearing N 44 ° 49 ' 51 W a distance of 84 . 85 feet to a point of tangency ; Thence N 0 ° 10 ' 09 " E a distance 209 . 50 feet to a point ; Thence N 89049 ' 51 " W a distance of 186 . 00 feet to a point of curvature ; Thence a distance of 94 . 25 feet along the arc of a 60 . 00 foot radius curve right , said curve having a central angle of 90 ° 00 ' 00 and a long chord bearing N 44049 ' 51 W a distance of 84 . 85 feet to a point of tangency ; Thence N 0010 ' 09 " E a distance of 163 . 00 feet to a point of curvature ; Thence a distance of 94 . 25 feet along the arc of a 60 . 00 foot radius curve right , said curve having a central angle of 90000 ' 003 ) and a long chord bearing N 45 ° 10 ' 09 " E a distance of 84 . 85 feet to a point of tangency ; Thence S 89 ° 49 ' 51 E a distance of 613 . 00 feet to a point of curvature ; Thence a distance of 29 . 72 feet along the arc of a 60 . 00 foot radius curve right , said curve having a central angle of 28023 ' 02 " and a long chord bearing S 75038 ' 20 " E a distance of 29 . 42 feet to a point ; Thence N 28033 ' 11 E a distance of 31 . 50 feet to a point ; Lair,, dsoititiolls Lavender Heights Subdivision Q�� Land surveying and Consulting R-8 Zone Job No . 17-55 ! Page 1 of 3 I I Thence S 89049 ' 51 " E a distance of 296 . 01 feet to a point ; Thence S 28 ' 12 ' 53 " E a distance of 31 . 50 feet to a point on a curve ; Thence a distance of 29 . 79 feet along the arc of a 60 . 00 foot radius non -tangent curve right , said curve having a central angle of 28023 ' 02 " and a long chord bearing N 75058 ' 38 " E a distance of 29 . 42 feet to a point of tangency ; Thence S 89049 ' 51 " E a distance of 502 . 79 feet to a point ; Thence S 0 ° 10 ' 09 " W a distance of 412 . 38 feet to a point of curvature ; Thence a distance of 24 . 92 feet along the arc of a 100 . 00 foot radius curve right , said curve having a central angle of 14 ' 16 ' 43 " and a long chord bearing S 7 ' 18 ' 30 " W a distance of 24 . 86 feet to a point of tangency ; Thence S 14 ° 26 ' 52 " W a distance of 109 . 38 feet to a point ; Thence S 75033 ' 08 " E a distance of 198 . 99 feet to a point of curvature ; Thence a distance of 26 . 69 feet along the arc of a 60 . 00 foot radius curve right , said curve having a central angle of 25029 ' 17 " and a long chord bearing S 62 ° 48 ' 29 " E a distance of 26 . 47 feet to a point ; Thence N 39056 ' 09 " E a distance of 31 . 50 feet to a point ; Thence N 0 ° 12 ' 02 " E a distance of 23 . 62 feet to a point ; Thence S 89 ° 47 ' 24 " E a distance of 141 . 89 feet to a point on the easterly boundary of said SE 1/4of the SW °/4 ; Thence along said easterly boundary S 0 ° 12 ' 02 " W a distance of 563 . 26 feet to a point ; Thence leaving said boundary N 89 ° 58 ' 24 " W a distance of 103 . 29 feet to a point ; Thence N 67056 ' 23 " W a distance of 156 . 05 feet to a point ; Thence N 14 ° 26 ' 52 " E a distance of 150 . 51 feet to a point ; Thence N 15005 ' 05 " W a distance of 51 . 58 feet to a point on a curve ; Thence a distance of 30 . 93 feet along the arc of a 60 . 00 foot radius non -tangent curve right , said curve having a central angle of 29031 ' 57 " and a long chord bearing S 89 ° 40 ' 54 W a distance of 30 . 59 feet to a point of tangency ; Thence N 75033 ' 081) W a distance of 598 . 93 feet to a point of curvature ; i Lavender Heights Subdivision Land Oftit1011 :5 Land Surveying and Consulting R-8 Zone Job No . Zone I Page 2 of 3 Thence a distance of 81 . 16 feet along the arc of a 100 . 00 foot radius curve right , said curve having a central angle of 46 ° 30 ' 00 " and a long chord bearing N 52 ' 18 , 08 " W a distance of 78 . 95 feet to a point ; Thence S 49 ' 44 ' 18 " W a distance of 92 . 66 feet to a point ; Thence S 14026 ' 52 " W a distance of 137 . 03 feet to a point ; Thence N 75 ° 33 ' 08 " W a distance of 176 . 02 feet to a point ; Thence N 70 ° 56 ' 08 " W a distance of 170 . 63 feet to the POINT OF BEGINNING . This parcel contains 27 . 82 acres , more or less . oN ' kL LAND Clinton W . Hansen , PLS s T Land Solutions , PC G December 3 , 2019 0 `� 11118 CO C:)�� �j.ON �I I La �`�oftifiY40TIS Lavender Heights Subdivision Zone Land Surveying and Consulting R- 8 Job No . Zone Page 3 of 3 Legal Description R- 15 Zone Lavender Heights Subdivision A parcel of land located in the SW �/4 of Section 32 , Township 3 North , Range 1 East , Boise Meridian , Ada County , Idaho , more particularly described as follows : Commencing at an Aluminum cap monument marking the southwest corner of said Section 32 , from which an Aluminum cap monument marking the northwest corner of the SW 1/4 of said section bears i N 0 " 32 ' 17 " W a distance of 2700 . 11 feet ; Thence S 89 ° 57 ' 01 E along the southerly boundary of said SW '/4 a distance of 1331 . 91 feet to a 5J8 inch iron pin monument marking the southwest corner of the SE '/4 of said SW 1/4; Thence N 0 ° 09 ' 52 " W along the westerly boundary of said SE '/4 of the SW '/4 a distance of 431 . 20 feet ; Thence S 70 ° 56 ' 08 " E a distance of 170 . 63 feet to a point ; Thence S 75033 ' 08 " E a distance of 176 . 02 feet to the POINT OF BEGINNING ; Thence N 14026 ' 52 " E a distance of 137 . 03 feet to a point ; Thence N 49044 ' 18 " E a distance of 92 . 66 feet to a point on a curve ; Thence a distance of 81 . 16 feet along the arc of a 100 . 00 foot radius non -tangent curve left , said curve having a central angle of 46030 ' 00 " and a long chord bearing S 52018 ' 08 " E a distance of 78 . 95 feet to a point of tangency ; Thence S 75 ° 33 ' 08 " E a distance of 598 . 93 feet to a point of curvature ; Thence a distance of 30 . 93 feet along the arc of a 60 . 00 foot radius curve left , said curve having a central angle of 29 ° 31 ' 57 " and a long chord bearing N 89040 ' 54 " E a distance of 30 . 59 feet to a point ; Thence S 15005 ' 05 " E a distance of 51 . 58 feet to a point ; Thence S 14026 ' 52 " W a distance of 150 . 51 feet to a point ; Thence N 6705623 " W a distance of 46 . 03 feet to a point ; Thence N 75033 ' 08 " W a distance of 734 . 37 feet to the POINT OF BEGINNING . This parcel contains 3 . 25 acres , more or less . oNPJ Lq Np s S T ACR G,p G c� O Clinton W. Hansen , PLS o -� Land Solutions , PC a 118 November 25 , 2019 � ( lZL( JS� �w� 2j.0N W NPR 'Land o ' utim © nS Lavender Heights Subdivision k� ' Land Surveying and Consulting R- 1 5 Zone Job No . 17-55 Page 1 of 1 Legal Description R-40 Zone Lavender Heights Subdivision A parcel of land located in the SE 1/4 of the SW % of Section 32 , Township 3 North , Range 1 East , Boise Meridian , Ada County , Idaho , more particularly described as follows : Commencing at an Aluminum cap monument marking the southwest corner of said Section 32 , from which an Aluminum cap monument marking the northwest corner of the SW '/4 of said section bears N 0 " 32 ' 17 " W a distance of 2700 . 11 feet ; Thence S 89357 ' 01 " E along the southerly boundary of said SW 1/4 a distance of 1331 . 91 feet to a 5/8 inch iron pin monument marking the southwest corner of the SE 1/4 of said SW '/4 , the POINT OF BEGINNING ; Thence N 0 ° 09 ' 52 " W along the westerly boundary of said SE '/4 of the SW �/4 a distance of 431 . 20 feet to a point ; Thence leaving said boundary S 70056 ' 08 " E a distance of 0170 . 63 feet to a point ; Thence S 75 ° 33 ' 08 " E a distance of 910 . 39 feet to a point ; Thence S 67056 ' 23 " E a distance of 202 . 08 feet to a point ; Thence S 89 ° 58 ' 24 " E a distance of 103 . 29 feet to a point on the easterly boundary of said SE '/4 of the SW 1/4 ; Thence along said boundary S 0012 ' 02 " W a distance of 73 . 00 feet to the southeast corner of said SE 1/4 of the SW 1/4 ; Thence along the southerly boundary of said SE 1/4 of the SW '/4 N 89 ° 58 ' 24 " W a distance of 1331 . 96 feet to the POINT OF BEGINNING . This parcel contains 7 . 44 acres , more or less . S Clinton W . Hansen , PLS \ONPL LA NpT F Land Solutions , PC �� F December 3 , 2019 1111f8q � ,A ( 7i I b3 CO 0 N W \AP La d .�1o � � tJ0315 Lavender Heights Subdivision k� Land Surveying and Consulting R40 Zone Job No . 17- 55 Page 1 of 1 CITY OF MERIDIAN REZONE LAVENDER HEIGHTS SUBDIVISION LOCATED IN THE SW 1 / 4 OF SECTION 32 , T. 3N . , Re E . , B . M . , ADA COUNTY, IDAHO w j S. LOCUST GROVE RD . rz — � rn cn -f. c,+ N rr cn N N0'32'17"W 2700911 ' BASIS OF BEARING ` R - 4 ZONE N N CO J v v Cn S I \ O m o rn ,A nNi p a I r �� \ � '� 163.00' .\ 0 0 0 o o bi CD 0 o c I � . \ m OHO N CD o t Q o cn rr I Z `F z `9 \ CD EA coo lIi 00 cn tco in o o � 00 a Cp P m co rn W cND- O W N rl m v IV IV CD cn v m N y N N O O O 'v \ N '�'_ O cs Z Z m m Z z \ 00 p ` �' O CA z z z z z z m m rn m o \ O �o rzn rn O cn \` N v CNO j m .q` ti " 1 O \ \ a m c+ ` NO'10 09 E 209. 50 co p: LA c.1 N m i; m o m rn z - - co c„ co o C7 o to Cri O N ? ? C.1 O Z —Zi �O z /U� co I I cc m m m rol' I R - 4 ZONE m �ca 151 . 89' � I -1 r*i cn p. rn N N x .pp a c� 2 NO'09 52 W y — Wto� 00 p CWT r4 N a) v 0 co v �z c \\ � jtP G� rZn m o . \ \�� cA O C: NO'09'52"W 431 ,200 Iv o ca oo L4 r� — o� I� 0*0 '2 ' S86°E o H28 3i co.p+ mu cn EnEnrN 5 -nml m ( I I� o \m \ I"rl v Cr gl to � a 0 0 0 0 0 0 o c r o�i M \ II xr 0 0 0 0 0 0 D ry I I I a I i -I _ \ rn \ - - - - N m -- -1 I I I II I I I I I I "' �n"i -r 137 ti� v o° \ a o m rn o 0 0 oNo o m D N14 �fi'S 3' ,9`�' coN I rn to w o 6 o r i r- r tv ( I ? E ? 'fr• N o o \,,, PC 0 0 o c.r D m rn I a6,0 &* z M (,S o 0 0 o roo r F �m — 5ti �� - \ o z cn cn cn cn z m cOOo nNo• � p, Cnn Ln co a � —I- cn cmi� m � 0 00 c{o CD 00 oo I _I _ I I I no S Ln o00 0 0 $ o �: I I 1 1 I N w o _ _ = cn a Z ` cOOo I Z m m m rn w m a cn � co 09 N Z W V ca Ca m N C7 m 11 CT cmnO 00 [b CA Cb P O A II V Up \ 1 00 CD Cn CJt N �t N N �` \ 1 - III' ''III" 1'*cn 1 w LL 2 I I I \ ii , R - 4 ZONELn "'+ \ I I I I I I 1�O ; \ o R - 4 ZONE N i - - \ Ln w � IS1¢2s 1 pg 3852 W SO'10 09 W 412. 38 C6 \ cOi, oci� w 1505 COp \� ti 1 ' S1426 5? 5 n ^ r' W g , 49 �S \� NO'12'02 RUT ZONE � o ti/.� '3.505a� \`y� ��� 23. 62 \ CA ClcosOy� co \ m� - m r.� \ NPL LAN N + \ w �0 SO'12'02"W 563.26' S012'02°W 707992' N �G S E I �' R - 4 ZONE R - 15 ZONE Qc ow � 111 80 ; IZ 9 0La U 10 "M'"h S 1Pz = Land Surveying and Consulting ��iyrTF o f Y 9 9 AA 231 E. 5TH ST., STE. A QAV ,A , " Nr MERIDIAN, ID 83642 � lrl! ( 208) 288-2040 ( 208) 288-2557 fax www. landsolutions. biz JOB N0, 17- 55