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HomeMy WebLinkAboutExisting ROS's0 Ki L0 N w 0 0 0 0 0 0 L 36" CMP ... O �00 00 ------------------ IM• - - f�f I H-+I I�----- — — - -- M I I�-- 1/4 CORNER N rr >P flo 4 a t 4• 1 5.9 �_ P —�. x— x P— x— x S 89' 04 ,d* E x 239.25 11.0 10, ��p X EOp �O O� o� I 00 I x DECK '- HOUSE 3 W S x S • I S x cn x- -x- x pP I PARC wa I X X S 89' 04 30" E 239.25 x SHED x x ©SHED 00 PAI RCEL 2 lad A►ewEs ,o 3 �Ie �IS x x BARN p C IN x I a x 0 40 _ —_ -- _ _ 25.5 — — `� DITCH H X _ N 89' 04' 30" W 239.25 _ 30.00 x --__--x------------x=— — 0 0 0 0 a - CENTERLINE U.P.R.Pt. (BOISE BRANCH) N 8 9° 04' 30" W RECORD OF SURVEY NQ.-�%�__ INSTRUMENT NO. BOOK _ PAGE RECORD OF SURVEY FOR CHARLES B. STURGELL SITUATED IN THE NW 1 /4 SW 1 /4 SECTION 10, 13N., RAW., B.M., ADA COUNTY, IDAHO N SCALE: 1- - 40' LEGEND - - BOUNDARY LINE - - - - - - - RAILROAD RIGHT-OF-WAY BOUNDARY - CENTER LINE — 1 I Hi I I I CENTER LINE UPRR TRACKS -x x x- EXISTING FENCELINE - P -- 0 P - POWER POLE AND LINE 9 FOUND BRASS CAP • SET 5/8- X 30- IRON PIN W/CAP • SET P.K. NAIL CALCULATED POINT EOP EDGE OF PAVEMENT I, DAVID N. MARKS, PLS NO. 5630, STATE OF IDAHO, DO HEREBY CERTIFY THAT THE SURVEY REPRESENTED ON THIS PLAT WAS PERFORMED BY ME OR UNDER MY DIRECT SUPERVISION AND IS IN ACCORDANCE WITH THE LAWS OF IDAHO RELATING TO SURVEYS. DWG\676-BNDY TEALEY'S LAND SURVEYING 479 MAIN ST. BOISE, IDAHO 208-385-0636 lei is RECORDING INDEX NO. 314-10-3-4-0-00-00 DATE: DRAWING NO.: JUNE, 1990 676 WEST 1/4 CORNER SECTION 10 (BASIS OF BEARING) ............................ I ....... S 89' 24' 30" E �_ _ _ _ S 89' 24 " 30 E l 525.10'--— —-- I� .I II I' WARRANTY DEED o I INSTR.#7913838 N IN Lo .' N (25'I I ~ I I ACCESS ROAD RIGHT OF WAY I � I � w T - b zz/—Z; Z N 89' 34' 50" W 525,10' L N oI o IZ ' I I 9 1-- — _ — 16 15 N 89' 28' 58" W — RECORD OF SURVEY NO. 256.06' (256.10' ) " 1/16 CORNER 1318.76' 89' 24' 300 793.86' _. \ 34' IRRIGATION 537.60' --� ♦` SEMENT \ \ (537.61') \ \� PARCEL 1 I 70,291 SQ.FT. +/— s3,3 \ \ 1.61 ACRES +/— O 10' IRRIGATION p \ \ � EASEMENT Ilto PARCEL 2 s9a \ 262,504 SQ.FT. 6.03 ACRES 55' KEN NEDY LATERAL RIGHT OF WAY o 10' PUBLIC I UTILITY EASEMENT----1 25' ROAD 10' PUBLIC — — — — — — — —RIGHT OF WAY — UTILITY EASEMENT N 890 34' 50" W 793.90' (793.91' ) ofri r� N N 1/16 CORNER 1320.29' — — — — — — — — — — — — — — — — — —� 2640.58' FRANKLIN ROAD CERTIFICATE OF SURVEYOR I, Michael E. Marks, do hereby certify that I am a Professional Land Surveyor, licensed by the State of Idaho, and that this map has been prepared from an actual survey made on the ground under my direct supervision, and that this map is an accurate representation of said survey, and is in conformity with the Corner Perpetuation and Filing Act, State of Idaho Code 55-1601 through 55-1612 and to the Idaho Code relating to Surveys. �L LNi ;Ls TEA . Michael E. Marks, L.S. Nag (/Z��f, License No. 4998 OF $DEL E 1��` O a 'f r O ro N O O ZZ CENTER 1/4 CORNER SECTION 10 S 89' 24' 48" E 1317.1 1' SOUTH 1/4 CORNER SECTION 10 1320.29' N. 100 50 0 100 200 300 SCALE IN FEET • x (S 00' 23' 30" W) LEGEND Set 5/8" x 30" Rebar With Plastic Cap Set 1 /2" x 24" Rebar Found Aluminum Cap Found Brass Cap Found 5/8" x 30" Rebar Found 1 /2" x 24' Rebar Existing Fence Line Boundary Line Sectional Lines Easement Line Former Bearing and/or Distance STATE OF IDDAHO, COUNTY OF ADA, SS INSTRUMENT N0._�=15a �0400 FILED RECORD AT THE QUEST OF B Awl fa MIN. PAST _ O'CLOCK ".'THIS DAY OF 1995. J. DAVID NAVARRO, RECORDER BY: 410 DEPUTY 5.06 RECORDING INDEX NO. 314-10-3-4-0-00-00 West 1/4 Sec 10 Conc post w/ Ada County bronze tablet see CPF 8725134 O V v 4 0 m A I . post w/ a I . cap See CPF 7932738 THE THE SW 4 OF SECTION SW CORNER OF N TOWNSHIP 3 NORTH RANGE 1 WEST OF THE BOISE ADA COUNTY, IDAHO 10 MERIDIAN C=> tr7 LO N Found chip PK seal no I under coat 4 5.0' S89'54'E wooden fence 208.5' Single story c Building 16 3.5' N Replaced found 1/2" bar w/ IPCo property corner marker set in concrete Set IPCo property corner Omarker in concrete z � I I I I v a) m 4- 0 v ao O Warranty Deed Melvin E. and Dorothy B. Cody o o to Bill Wright December 27, 1993 �- • Instrument No. 94000501 recorded January 4, 1994 0 W S10 S16 AS15 I i Set IPCo property corner marker in concrete — — WIN 163.5' -- — -- R/W — — R/W Set IPCo property corner marker in concrete CD qq- N89.54' W 208.5' Fronklln Rood FAP 86C N89054IW F- 8 t/N Edge of pavement 2432,2' 264097' Record of Survey CERTIFICATE OF RECORDER Filed for Record at the request of Glen T.Smith, Jr. in Book of Surveys at page lt� minutes past L o'clock � on this LO day of March 1998 J.�id IMvarro, Ada County Recorder by l 1 Instrument No. A80 Z! 0 4 1 4WI: CERTIFICATE OF SURVEYOR I, Glen T. Smith, Jr., R.L.S. No. 737, State of Idaho, certify that the survey represented hereon was performed by me or under my supervislon and to the normal standard of care of Land Surveyors practicing in the State of Idaho , deputy INDEX 314-10-3-3-3 South 1/4 Sec 10 bronze tablet see CPF 8951331 Record of Survey for Idaho Power Company SHARP & SMITH, INC. CONSULTING ENGINEERS & LAND SURVEYORS 327 NORTH 27H STREET BOISE, IDAHO Scale: Date: Job Number: 1"=20' March 1998 97-391 RECORD OF SURVEY NO. V4 Cor jq rp fr-o d 8- C� Mon. CP&,F' 10,314585 7 x 224.7,5'-- 25A el Northne shifted to 1rst No. 10601-3J79 ROS 324.E D(Ck Hou5e C., Boundary Line 517ifeed xi to Fer?ce Z.1i7e- In-5't- No, 11-5067213 N ILE) LT) U C) Icy Icy; q, LF) L9 L2 25' Sec, Cor Fnd 5-C. IIII CP&F 705785213 U — - —X — — — -x- — — 630 N. Black Cat Rd. S1210325600 Meridian, Id 83642 Total Area = 2.036 tic. E] lrr� PumP Chomb6r N8825:26 W 239- 76' Jo' North POr9111r-1 to F0//r0c-1Gf RIW Li -- 275.3W-- 0, 65' CNfi7ZMTK OF CQ[aUX (R2) '4. N C\4 '�25,'51 21 wc' 56-p 510 - Bar STAFF OF IDAHO ) Coupey of Ada FiII for jG-(;cf-d c7e eme r8que.5t of - — — — — — — — rnbut' s past o'CIIA m.. this J1 day of 201,3 yj -tip Instrument No. Irk ti EA 0 Reference Dre PC - =-1 0 Found 513 " gar Found 112M bar Set 515 - X -3 0 " H(7r WIC0,0 Ji,wenslon Line Boundary Lfnc; FBz7ce Li-n6 E-c-5ement Line Property LIIIn6 To 5s Remcvea R000J-01 of SurvejI 7535 (R 1) J245 (R2) 1r,6f. NO. 8235257 95022887 108013379 "10flnnn AIM 0TTn1TV%.r INKA %.", V I%V Vr Qv"V-ul PROPERTY LINE ADJUSTMENT For George & Kathleen EUmeke Lying in the NWY4SWY4 SEC. 10, T3N RIW, B.M. Ada County, Idaho Prepared by: Sheer & Smith, Inc. Engineers & Surveyors 327 N. 27th St. Boise, ID 83702 Date. June 18, 2013 Job No, 2013-0425 15 30 60 Scale-, 1" = 30' SCALE WITNESS CORNER SET - CORNER FALLS ON CONCRETE FOOTING OF AN 0 10 20 40 60 IRON FENCE POST M]l *Ko] rki BKC M0544b I] Z11A, :CA ADA COUNTY HIGHWAY DISTRICT LOCATED IN THE SE 114 OF THE SE 1/4 OF SECTION 9, TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE MERIDIAN ADA COUNTY, IDAHO OCTOBER 2016 9 1 ° ( FEET) 1 INCH = 20 FEET WC N89°24'26"W 121.00' P/L — — P/L — — P/L 120.00' 1.00' �- SEE DETAIL "A" I ------121.00' • wd---120.00' 1.00' N89'24'26"W DETAIL "A" (� NOT TO SCALE O LEGEND P/L- - - EXISTING PROPERTY LINE a RAI- - - PARCEL BOUNDARY —. — PRESCRIPTIVE RIGHT-OF-WAY - - - SECTION LINE - — — — — — — — - DIMENSIONING LINES ® FOUND BRASS CAP ❑ CALCULATED POINT Q FOUND 5/8" REBAR SET 5/8" REBAR WITH PLASTIC CAP PLS12087 WC WITNESS CORNER " PARCEL "A" AREA: 20,301 SQUARE FEET (0.466 ACRE) N41 `33'20"E 15.12' N82` 27' 45 F — 55.63' S89"224'26"E _ 56.04' R/w S89'24'26"E 62.00' O 4 I- Q V a I J m � , 1/4 CORNER w i� 0 30' PRESCRIPTIVE RIGHT-OF-WAY CP&F 112067278 n a 1 OC) I CP&F 110039755 b I / 9 N89"24'26"W N89'24'26"W 9 10 16 ` 2433.52' - - - -- 208.00 --- --! FRANKLIN ROAD 16 15 T3N, R 1 W BASIS OF BEARING — _ __ --- -'` r N89°24'26"W 2641.52' 1/4 CORNER CP&F 105185212 w Ln rn 1 L 0 M � O N 87.00' z 25.00' a O ' C7 rn� � — _ LU LO 4 y I cLeLl N � rn N O N l PARCEL "B" TOTAL AREA: 23,259 SQUARE FEET (0.534 ACRE) OF WHICH 10,722 SQUARE FEET (0.246 ACRE) 1S PRESCRIPTIVE RIGHT-OF-WAY N W �n 00 LO 0 0 Q z z 19 RECORD OF SURVEY NO. CERTIFICATE OF COUNTY RECORDER INSTRUMENT NUMBER: STATE OF IDAHO COUNTY OF ADA) SS FILED FOR RECORD AT THE REQUEST OF ADA COUNTY HIGHWAY DISTRICT AT MINUTES PAST O'CLOCK M. THIS DAY OF 2016. CHRISTOPHER RH, __ADA COUNTY RECORDER FEE: 40, SURVEYOR'S NOTES EPUTY 1. THIS RECORD OF SURVEY IS BEING FILED TO ILLUSTRATE THE RIGHT-OF-WAY REQUIREMENT AND REMNANT PARCEL CREATED OVER ACHD PARCEL NO. 10 ASSOCIATED WITH ACHD PROJECT NUMBER 711023 - FRANKLIN ROAD, BLACK CAT ROAD TO TEN MILE ROAD. 2. A WITNESS CORNER HAD TO BE SET NEAR THE NORTHWESTERLY CORNER OF THE REMNANT PARCEL. THE CORNER FELL ON THE CONCRETE FOOTING OF AN IRON FENCE POST. THE WITNESS CORNER WAS SET S89'24'26"E, 1.00 FOOT FROM THE ACTUAL CORNER. 3. INFORMATION FOR THIS RECORD OF SURVEY WAS PROVIDED FROM A TITLE REPORT PREPARED BY FIRST AMERICAN TITLE, COMMITMENT NUMBER 4109-1806213 DATED NOVEMBER 19, 2014. 4. PARCEL A IS THE REMAINDER OF THE PROPERTY DESCRIBED IN WARRANTY DEED RECORDED AS INSTRUMENT NUMBER 99058457 AFTER PARCEL B, THE REQUIRED RIGHT-OF-WAY FOR ACHD PROJECT NO 711023 - FRANKLIN ROAD, BLACK CAT TO TEN MILE ROADS, IS DEFINED. BASIS OF BEARING THE BASIS OF BEARING FOR THIS SURVEY IS BASED UPON CPS OBSERVATIONS PROJECTED TO THE IDAHO STATE PLANE COORDINATE SYSTEM NAD83 - WEST ZONE (1103) - ADA COUNTY GIS PROJECTION. ALL BEARINGS SHOWN ARE GRID BEARINGS. ALL DISTANCES ARE GROUND DISTANCES. THE LINE BETWEEN THE SOUTHEAST CORNER OF SECTION 9, T3N, R1W, BOISE MERIDIAN AND THE SOUTH QUARTER CORNER OF SECTION 9, T3N, R1 W, BOISE MERIDIAN BEARS N89`24'26"W. REFERENCES: WARRANTY DEED - INSTRUMENT NO. 99058457 CERTIFICATE OF SURVEYOR 1, BRANDON JOHNSON, DO HEREBY CERTIFY THAT I AM A REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE OF IDAHO AND THAT THIS RECORD WAS PREPARED FROM AN ACTUAL SURVEY MADE ON THE GROUND UNDER MY DIRECT SUPERVISION AND IS AN ACCURATE REPRESENTATION OF SAID SURVEY AND IS IN CONFORMITY WITH THE CORNER PERPETUATION AND FILING ACT DESCRIBED 1N TITLE 55, CHAPTERI6, IDAHO CODE. SURVEY INDEX NO: 314-09-2-2-0-0000 Ada Count H hwa District 3775 Adams Street, Boise, Idaho, 83714 y g y www.achdidaho.org RECORD -OF SURVEY 0 20 0 •0 ,0 BOUNDARY LINE SECTION LINE PARCEL LINE ® BRASS CAP MONUMENT 0 SET 518" IRON PIN, PLS 12720 • FOUND 518" IRON PIN, AS NOTED L\ CALCULATED POINT POB POINT OF BEGINNING REFERENCES RI = RECORD OF SURVEY No. 9481 R2 = RECORD OF SURVEY No.4192 R3 = RECORD OF SURVEY No. 10163 R4 = RECORD OF SURVEY No.2542 R5 = WARRANTY DEED, INSTRUMENT Nc R6 = WARRANTY DEED, INSTRUMENT Nc R7 = RECORD OF SURVEY No.10683 N 00°38'55" E BETWEEN THE SOUTHEAST AND EAST 114 CORNER OF SECTION 9. u ACCURATE SURVEYING & MAPPING ASSUA NO LIABILITY FOR PRESENT OR FUTURE COMPLIANCE OR NON—COMPLIANCE WITH AND/OR COUNTY ORDINANCES PERTAINING THE ISSUANCE OF BUILDING PERMITS. THE RECORDING OF THIS SURVEY DOES ENABLE THE OWNERS OF THE PARCELS CONVEY OWNERSHIP BASED SOLELY ON MAP. THIS RECORD OF SURVEY DOES n SERVE AS A LEGAL DESCRIPTION FOR Th PARCELS SHOWN HEREON. ONE TIME DIVISION FOR JERRY & CAROL TRANA LYING WITHIN THE SE714 OF THE SE 714 OF SECTION 9, TOWAI.SHIP .3 NnPTH P,4A/ F 1 WEST RnI�F MFPInIAN CAP 9 ILLEGIBLE 16 E 1/16 CORNER CP&F No. 110086551 89* /• W lJ20.76'- 9 10 114 CORNER CP&F No.105185272 0) CO 7 N° I ♦PLS No.737 i 21 '05" W 51.84 i I EX-OFFICIO FEE.° e ' • !� a 88*31 # r r i CERTIFICATE OF SURVEYOR 1, Kerry R. Albright, do hereby certify that f am a ®i Registered Land Surveyor, licensed by the State of Q ° Idaho, and that this map has been prepared from �0 an actual survey made on the ground under my direct supervision, and that this map is an ° accurate representation of said survey and that it ° is in conformity with the Corner Perpetuation and j I Filing Act, Idaho Code 55— 1601 through 55— 1612. ;N � st1% NO CAP-t ° SE CORNER SEC TION 9 ® - - 9 ° 10 CP&F No.110039755 16 15 1 Kerry R. Albright, ' P. L. S. 12720 O , R P� REV. 7/13/17 JOB NO. 15- 218 DRAWN BY: PGL2 SHEET: 1 OF 1 BASIS OF BEARING IS GRID NORTH, ADA COUNTY GIS COORDINATE SYSTEM, SOUTH 89'15'34" EAST BETWEEN THE NORTHWEST SECTION CORNER OF SECTION 15 AND THE NORTH QUARTER CORNER OF SECTION 15. N 1 5/8" REBAR QUARTER CORNER CORNER RECORD NO. 112067278 9 S89*2426 E ELVEL 16 1320 76, RECORD OF SURVEY RECORD OF SURVEY NUMBER FOR CERTIFICATE OF COUNTY RECORDER ADA COUNTY HIGHWAY DISTRICT STATE OF IDAHO COUNTY OF ADA � SS LOCATED IN THE SE 1/4 OF SECTION 9, S 112 OF SECTION 10, N 112 OF SECTION 15, AND THE NE 114 OF SECTION 16, T3N-R1 W, B. M., I HEREBY CERTIFY THAT THIS INSTRUMENT WAS FILED FOR RECORD AT THE REQUEST PF ACHD AT 16 MINUTES PAST O'CLOCK , ON ADA COUNTY, IDAHO THIS !s DAY OF _ , 2018. 2018 /17 A T3N—R1 W 3.5' BRASS CAP PLS 8575 3.5" BRASS CAP QUARTER CORNER CORNER RECORD 5/8" YPC ILLEGIBLE 5/8- WC PLS 11118 PLS 5291 QUARTER CORNER NO. 105185212 CW 1116 CORNER C 114 CORNER CORNER RECORD CORNER RECORD CORNER RECORD NO. 114007427 9 10 58911'03"E NO. 112067279 NO. 2016-011211 _ 1318.75' S8911'03 E 1317.17' S89_71'02 E - � - - - 2655.62' 10 11 - i I � I�I Q aW l + I U �M �o Re}iO n Jim W 1 SEC iDt /4 $ N E 112 SW 114 SE 1/4 I SEC 10 oIN , aW z Z SEC 10 :W p fl N ! O. N z I I o l to � Z N i + i i + 2.0' ALUMINUM CAP I 3.5" BRASS CAP PLS 3624 PLS 5291 a ( E 1116 CORNER SECTION CORNER J CORNER RECORD CORNER RECORD I a N0. 110039754 N0. 110073397 S8975'34"E a 10 , 5891524"E S891524'E 10 11 1320.76' 1 15 f320.32' 1 --� 1320. , 15 .41' - - 15 14 + FRANKLIN ROAD 3.5' BRASS CAP FRANKLIN ROAD 35" BRASS CAP f320.41' ,w W I I RW PLS 8575 QUARTER CORNER SECTION CORNER N T �W CORNER RECORD aW RW I^ N f to CORNER RECORD u�Iq� W h N0. 112067280 .} m . N t\ j tDl ap I M Ii �. �, !'7 C? Ot0 Ni0> o M NW 1/4 NE 1/4 a o M NE 114 NE 1/4 o N NO. 110039755 ;M N M'� o SEC 16 o SEC 0 NWf 4NW1 4 00� NE1/4NW1/4 0M NW1/4NE1/4 0� NE1/4NE1/4 o,Ny Z 2 Z EC 15 / z� SEC 15 ZjI SEC 15 Z SEC 15 Z - I , a p 1 I- W S897317 E S89�3'17"E v 58915 07 E _ S$9'►5'07 E _ Q p -- _ _ S8975'09 E_ _ S8975 09 E 1318.04' 7318.04' cYi 1321.57' 13215T -�-- 1321.02' 1321.02' m REBAR T tj 2.0" ALUMINUM CAP /16CORNER NW 1116 CORNER I NE N ALUMINUM CAP 6 CORNER (A ER RECORD N co a :WI CORNER RECORD CORNER NO. 10JO95844 WI WI `� � NO. t03095845 ,++�i to !n W M Of O CO Of O1 o� SW "'N SE1 4NEf 4 N ;�N M°� � - o M / / 0 ,.l SW 1/4 NW 1/4 0 SE 114 NW 1/4 0I SW 114 NE f/4 "sjN SE 1/4 NE 114 ;SIN zI SEC f6 ZI �- SEC 16 ot+- SEC 15 of o M o +y 1 Z z SEC 15 ZI SEC 15 ZI SEC 15 ZI I I I f I , I � I I , S89*22'07"E _ _ S8972'07E _ S89'14'44'E _ S89114_44 E _ _ S8974'SQ E _ S8974'50E _ 1315.33' 1315.33, 16 15 1322.82' 1322.82' 1321. 22 1321.62' 5/8" YPC MELTED 5/8' 1PC THROUGH 15 14 C 114 CORNER CE 1/16 CORNER 3.0" BRASS CAP 2.0' ALUMINUM CAP CORNER RECORD CORNER RECORD QUARTER CORNER PLS 3624 2.0" ALUMINUM CAP NO. 112067282 NO. 112067283 CORNER RECORD C 114 CORNER PLS 10729 NO. 112067281 CORNER RECORD QUARTER CORNER NO. 110039749 CORNER RECORD NO. 111022595 — 1/ 5/8" YPC ILLEGIBLE E 1116 CORNER CORNER RECORD NO. 110086551 S89 2 26 E LEGEND 0 FOUND ALUMINUM OR BRASS CAP MONUMENT, AS NOTED 0 FOUND 5/8" REBAR OR AS NOTED 0 CALCULATED POINT /�— - - PARCEL BOUNDARY LINE - - SECTION LINE — R/w-- - - EXISTING RIGHT OF WAY LINE —ROW---- NEW RIGHT OF WAY LINE MIN w[HP cifrc SCALE 800 0 400 800 1600 ( FEET ) 1 INCH = 800 FT. CERTIFICATE OF SURVEYOR P,&'ORDER CQO/ i?,-- 0/ 6 0,107- INSTRUMENT NUMBER SURVEYOR'S NARRATIVE & NOTES 1) THIS RECORD OF SURVEY REPRESENTS THE EFFORT FOR ITD PROJECT NO. F.A.P. A012(368), KEY NO. 12368. THE ORIGINAL FIELD SURVEY FOR THIS PROJECT BEGAN IN JANUARY 2012 AND WAS COMPLETED IN JANUARY 2013. THE BASIS OF BEARING FOR THIS SURVEY IS GRID NORTH ON THE ADA COUNTY GIS COORDINATE SYSTEM, SOU774 89'15'34" EAST BETWEEN THE NORTHWEST SECTION CORNER AND 7HE NORTH QUARTER CORNER OF SECTION 15 T3N.-R.lW.. THE SET 518" EBARS WITH 2.0" ALUMINUM CAP/PLS 11778 AS SHOWN ON THIS SURVEY ARE TO MONUMENT THE NEW RIGHT OF WAY, AND WERE SET IN JANUARY 2018. STATIONS AND OFFSETS SHOWN TO THE SET ALUMINUM CAPS ARE IN RELATION TO THE PROJECT CONTROL LINE (PROJECT NO. F.A.P. A012(368)). 2) THE PURPOSE OF THIS PROJECT WAS TO DEVELOP THE FEE RIGHT-OF-WAY OF FRANKLIN ROAD AND BLACK CAT ROAD WITHIN THE PROJECT LIMITS FOR THE DESIGN OF NEW ROADWAY AND WIDENING. THE RIGHT-OF-WAY OF FRANKLIN ROAD AND BLACK CAT ROAD HAS BEEN DEVELOPED THROUGH AN EXAMINA77ON OF RECORD DRAWINGS AND DEED RESEARCH FROM 777LE REPORTS DATED FEBRUARY-MARCH OF 2012 AGAINST FOUND MONUMENTATION. THE EXIS71NG RIGHT-OF-WAY OF FRANKLIN ROAD, AS PER F.A.P.-86C, IS 60 FOOT WIDE, AND MANY OF THE PROPERTY DEEDS ALONG THIS SECTION OF CORRIDOR HAVE EXCEPTED THIS WIDTH, HOWEVER, SEVERAL OF THE PARCELS DID NOT AND REQUIRED PRESCRIPTIVE RIGHT-OF-WAY DEEDS TO ESTABLISH THIS WID77.1.. PROPERTY SIDELINES HAVE BEEN DEVELOPED FROM RECORD INFORMA77ON ONLY, NO SURVEY WAS DONE TO ESTABLISH SAID SIDELINES. 3) QUITCLAIM DEED INSTRUMENT NO. 9067094, AFFECTING PARCELS 4, 5, AND 6, CONTAINS GEOMETRY CALLS WHICH RESULTED IN A RIGHT-OF-WAY WIDTH WHICH WAS NOT PARALLEL WITH THE SECTION LINE. LEGAL DESCRIPTI0NS WERE PREPARED AND RECORDED (AS LABELED) FOR PRESCRIP77VE RIGHT-OF-WAY REQUIREMENTS TO YIELD THE ACCEPTED 30 FOOT WID7H. IN ADDIT70N NUMEROUS OTHER LEGAL DESCRIPTIONS ALONG THIS SECTION OF CORRIDOR INCLUDED THE LAND TO THE SECTION LINE, AND LEGAL DESCRIPTIONS WERE PREPARED (AS LABELED) FOR 30 FOOT WIDE PRESCRIPTIVE RIGHT-OF-WAY REQUIREMENTS FOR THESE PARCELS 4) UMBRIA SUBDIVISION WAS PLATED (AND ACCEPTED) WITH A RIGHT-OF-WAY WIDTH OF 25 FEET FOR FRANKLIN ROAD. THE LEGAL DESCRIPTION PREPARED FOR PARCEL 32 OF THIS PROJECT, RECORDED AS WARRANTY DEED INSTRUMENT NO. 2015-017607, DOES NOT CONTAIN A STRIP FOR PRESCRIPTIVE RIGHT-OF-WAY BASED ON THE ACCEPTANCE OF THE PLAT. WARRANTY DEED INSTRUMENT NO. 106073897 GRANTING RIGHT-OF-WAY FOR A PORTION OF FRANKLIN ROAD AND N. UMBRIA AVENUE ALSO ASSUMED A RIGHT-OF-WAY WIDTH OF 25 FEET FOR FRANKLIN ROAD AT IT'S EASTERLY EXTENT. THE LEGAL DESCRIPTION PREPARED FOR PARCEL 33 OF THIS PROJECT, RECORDED AS WARRANTY DEED INSTRUMENT NO. 2015-024227, INCLUDES THE PRESCRIPTVE RIGHT-OF-WAY OF FRANKLIN ROAD TO A 30 FOOT WIDTH. 5) WARRANTY DEED INSTRUMENT NO. 106128560, INCLUDED THE NE 114 NE 114 OF SECTION 15, T3N-Rl W. SUBSEQUENT WARRANTY DEED INSTRUMENT NO. 106181057, GRANTING RIGHT--OF-WAY TO THE ADA COUNTY HIGHWAY DISTRICT, FAILED TO INCLUDE THE 30 FEET OF FRANKLIN ROAD RIGHT-OF-WAYY, THE LEGAL DESCRIPTION PREPARED FOR PARCEL 34 OF THIS PROJECT, RECORDED AS INSTRUMENT NO. 2015-060646, INCLUDES THE PRESCRIPTIVE RIGHT-OF-WAY OF FRANKLIN ROAD TO A 30 FOOT WIDTH. 6) PARCEL 10 WAS ACQUIRED IN FULL (PER WARRANTY DEED INSTRUMENT NO. 99058457) BY 7HE ADA COUNTY HIGHWAY DISTRICT (ACHD) THROUGH FINAL ORDER AND DECREE OF CONDEMNATION CASE NO. CV OC 1511454, INSTRUMENT NO. 2016-121655. THIS DECREE OF CONDEMNATION ALSO DEFINED A "REMNANT PARCEL" IN LEGAL DESCRIPTION AS SET FORTH IN "EXHIBIT B" OF THE DECREE AND FURTHER ILLUSTRATED ON RECORD OF SURVEY NO. 10683, INSTRUMENT NO. 2016-105246. THIS REMNANT PARCEL" WAS TO BE RE -CONVEYED BACK TO THE PLAINTIFF PER 7HE DECREE, LEAVING THE NEW RIGHT-OF-WAY AS SHOWN HERE FOR A PUBLIC ROADWAY. NO INSTRUMENT WAS PROVIDED FOR THE RE -CONVEYANCE, HOWEVER FOUND 5/8" REBAR WITH PLASTIC CAP, PLS 12087, AT JOGS IN THE NEW RIGHT-OF-WAY ACROSS THIS PARCEL HAVE BEEN LOCATED AND ARE SHOWN HERE. REFERENCES Ri) I7D PROJECT F.A.P.-AO12(36B), KEY No. 12368, (2016) R2) ITD PROJECT F.A.P.-86C, (1927) R3) BOISE VALLEY TRACTION COMPANY PLANS, (1920) R4) FRITTS SUBDIVISION, INSTRUMENT NO. 8962150, BOOK 57, PAGE 5309 (1989) R5) UMBRIA SUBDIVISION, INSTRUMENT NO. 108067789, BOOK 101, PAGE 13200 (2008) R6) BARAYA SUBDIVISION, INSTRUMENT NO. 2016-120198, BOOK 111, PAGE 15919 (2016) R7) RECORD OF SURVEY NO. 639, INSTRUMENT NO. 8439880 (1984) R8) RECORD OF SURVEY NO. 995, INSTRUMENT NO. 8673381 (1986) R9) RECORD OF SURVEY NO. 4155, INSTRUMENT NO. 98009110 (1998) R10) RECORD OF SURVEY NO. 419Z INSTRUMENT NO. 98021841 (1998) R11) RECORD OF SURVEY NO. 4445, INSTRUMENT NO. 98109609 (1998) R12) RECORD OF SURVEY NO. 4837, INSTRUMENT NO. 99119419 (1999) R13) RECORD OF SURVEY NO. 5576, INSTRUMENT NO. 101108209 (2001) R14) RECORD OF SURVEY NO. 6184, INSTRUMENT NO. 103096912 (2003) R15) RECORD OF SURVEY NO. 6799, INSTRUMENT NO. 105017539 (2005) R16) RECORD OF SURVEY NO. 7149, INSTRUMENT NO. 105184686 (2005) R17) RECORD OF SURVEY NO. 8216, INSTRUMENT NO. 108015007 (2008) R18) RECORD OF SURVEY NO. 8218, INSTRUMENT NO. 108016231 (2008) R19) RECORD OF SURVEY NO. 8468, INSTRUMENT NO. 108128968 (2008) R20) RECORD OF SURVEY NO. 8843, INSTRUMENT NO. 110088345 (2010) R21) RECORD OF SURVEY NO. 9058, INSTRUMENT NO. 111076315 (2011) R22) RECORD OF SURVEY NO. 10683, INSTRUMENT NO. 2016-105246 (2016) Lams Cos T FRS Get 4 O � -- 11778 2141 W Airport Way, Ste 104 Boise, ID 83705 208-342-5400 www.whpacific.com INDEX NUMBER: 311-9-0-0-0-00-0000 INDEX NUMBER: 311-15-0-0-0-00-0000 INDEX NUMBER: 311-10-0-0-0-00-0000 INDEX NUMBER: 311-16-0-0-0-00-0000 1, ANDREW KEMPE, AM A REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE OF IDAHO, AND DO HEREBY CERTIFY THAT THIS MAP REPRESENTS AN ACTUAL SURVEY MADE ON THE GROUND UNDER MY DIRECT SUPERVISION AND COMPLIES WITH ACCEPTED STANDARDS OF SURVEYING. I FURTHER CERTIFY THAT I HAVE COMPLIED WITH 77TLE 55, CHAPTER 16, IDAHO CODE. � �o 4jF OF �Qp \REIN KEG SHEET 1 OF 11 BASIS OF BEARING IS GRID NORTH, ADA COUNTY RECORD OF SURVEY GIS COORDINATE SYSTEM, SOUTH 89'15'34" EAST RECORD OF SURVEY NUMBER f BETWEEN THE NORTHWEST SECTION CORNER OF FOR SECTION 15 AND THE NORTH QUARTER CORNER N OF SECTION 15. ADA COUNTY HIGHWAY DISTRICT LOCATED IN THE SE 114 OF SECTION 9, S 112 OF SECTION 10, N 112 OF SECTION 15, AND THE NE 114 OF SECTION 16, T3N-R1 W, B. M., ADA CO LINTY, IDAHO 2018 7 T3N-R1W SW 1 /4 SE 1 /4 SEC 9 POINT OF BEGINNING PROJECT A012(368) STA. 29+90.05 N = 707266.652 E = 2436717.187 --n/ — - - —R/W-- - - —R/w-- lw—Lj a S89 24'26 "E - /W---- - - —R/W-- - - —Rlw-- - - —R/W— - -—R/W--- - -—R/W-- - - 30' S89 2426"E 621.78' - - - - - 30 SECTION LINE 31 S89 2426"E 531.74' 32 33 _ - - - - - - - - - - - - - - - - - - - CENTERLINE S89 0T55"E 655.13' �— 30 FRANKLIN ROAD --R/W-- - - —R S89 2426 "E 0 WiNN NN to � `D I 2 � O N O W iN W IV) U V) dCl 1C 2141 W Airport Way, Ste 104 Boise, ID 83705 208-342-5400 www.whpacifiic.com 114 CORNER 5/8" REBAR CORNER RECORD INST. No. 112067278 N = 707273.08 E = 2436095.44 s� �o \REIN KEN% NW1/4NE SEC 16 1/4 SCALE 50 0 25 50 100 (FEET) 1 INCH = 50 FEET -R/W-- - --R/W--- - - ---R/W-- - - -R/W- - - --R/W- - - -R/W-- - - --R/W-- - - LEGEND O# PARCEL NUMBER (PROD. A012(368)) Q5 FOUND ALUMINUM OR BRASS CAP MONUMENT, AS NOTED O FOUND 5/8" REBAR AS NOTED 0 FOUND 1/2" REBAR AS NOTED SET 5/8" X 30" REBAR WITH ALUMINUM CAP, PLS 11778 o CALCULATED POINT, NOTHING SET PARCEL BOUNDARY LINE - - SECTION LINE PROJECT A012(368) CENTERLINE /W— - - EXISTING RIGHT OF WAY LINE NEW RIGHT OF WAY LINE 30' m SHEET 2 OF 11 BASIS OF BEARING 1S GRID NORTH, ADA COUNTY RECORD OF SURVEY GIS COORDINATE SYSTEM, SOUTH 89'15'34" EAST RECORD OF SURVEY NUMBER / BETWEEN THE NORTHWEST SECTION CORNER OF SECTION 15 AND THE NORTH QUARTER CORNER FOR �T OF SECTION 15. ADA COUNTY HIGHWAY DIST LP%.I CT LOCATED IN THE SE 114 OF SECTION 9, S 112 OF SECTION 10, N 112 OF SECTION 15, AND THE NE 1/4 OF SECTION 16, T3N-R1 W, B. M., ADA CO LINTY, IDAHO 2018 I I ( J SW 1/4 SE 1/4 SEC 9 I I i I I BEGIN PROJECT I � a PROJECT A012(368) STA. 35+08 WARRANTY DEED E = 2437235.07.d N = 7277 7 ! INST. No. 2015-038882 M I " a 0 T3N-R1 W SE 1/4 SE 1/4 SEC 9 Ee 1 16 CORNER 0 WARRANTY DEED 5/8" YPC ILLEGIBLE INST. No. 2015-036647 STA. 36+88.95, 4.13 LT 1/2" YPC 1/2" YPC WARRANTY DEED CORNER RECORD PLS 4347 WARRANTY DEED I 41+67.67 i INST. No. 110086551 38+24.04 INST. No. 2015-036647 I 58.04 LT I PLS 4347 INST. No. 2016-103346 N = 707259.42 34.53 LT N00 38'55"E 41 +67.85 E = 2437416.13 t » a. 13.1 T ( 42.36 LT 5& 0� 88 N00'3855 E 41 +67.95 I a S8808'03"E 199.21' 2 87 S00 3855"W 44 87 LT • ROW --_. - _ -R/w--- - - �!w-_ - - -�Ix'_ - - - S89 24 26 303.00 / -- - - _� -R _ /"`- - J /"`- - --„/`�-- - _ -R - -R/ - --R1W--- - - -� _ /w__ _ S89 24 _ 22n5. OOl _ 2.32' _ -S89 24'26 "E 119.00' S89'24'26"E 633.00' • ROW --�/L - - „fL- - -,-� = - - L - - -a7� = - _ - -1 -- - • /W-- - - R/N'--- - - /w_ - - -R/W- - - -R/W-- - - » N89 32'45 W 225.00 ' » 30 N00 38'S5"E S00 38'S5"W \ N00 38'S5 E N89 32 45 W 119.0 30.00' 3 S89 24'26 "E 531.74' S89 2426 "E 233.49' I 37 S89 07'55"E 655.13' t - --+- 30' N00 3634"E SOD'36'04'W 5.00'�� _ ' 4.13' n/L /W--- - - /W-- - - -R/w- _ /L - /L- - - - ��24 26 E 9. oo _ _ - STA: 36+89.04 - -P L / - - - /W-- - - �%W _. - _ /N' - - - -R/w-- - - -R/W-- N89 2426"W 300.00' - i -R/Y+-- - - -� WARRANTY DEED INST. No. 2015-017606 5/8" YPC ' PLS 7729 37+55.76 24.29 RT I o� I a ac l LuN z to (0 I I O - NW1 4NE1 4 a SEC I 16 ( I 30.00' , S00'38'55"W 2.03' ' " 27.13 N0038 55 E 38.75' 69.51' SECTION LINE S89 2426"E 399.00' N89 3245"W 55.00' 28.10' S89 2426"E 578.D0' - - - - 39 - - S89 2426"E40 465.81' - - - » - - - S89 2426"E 2.70' - - - - - -SOO 37'55 W 25.00' CENTERLINE - i - 41 S88 0T28 E 942.52' 42 S00 343 7'55"W 5.00' " FRANKLIN ROAD - „ 44 S89 24'26 444.71 S00'40'30 W 30.00' • =_= -R/r�- ----- -- -� /�- -N8-6�31 45/w- - 3--5�6.0/1�+-- - - -R/_w-- - --�/_�+- - - -+t 4'26 HE3.44 W 5S8" PC Row PLS 7729 6' 6.25'+1 1-w- - ---R/w- - t/w----S892�ROW-W�"'RON -ROW SO0'30 .29.77 .15 T A91N4¢'i W - - 13.81 RT S8924'26"E JNSTNo.205D28159 62, ROW -_N8651'45V_159'ow • -ROY- - 21.0T 41+32.83 �• 4.0 31.75 RT �7 43.51 Ri WARRANTY DEED N86 51'45"W I INST. No. 2016-060359 43+68.00 C9.55' \ 46.93 RT 7 O I I I I i NE 1/4 NE 1/4 7 SEC 16 I LEGEND OPARCEL NUMBER (PROD. A012(368)) 0 FOUND ALUMINUM OR BRASS CAP MONUMENT, AS NOTED O FOUND 5/8" REBAR AS NOTED 0 FOUND 1/2" REBAR AS NOTED SET 5/8" X 30" REBAR WITH ALUMINUM CAP, PLS 11778 o CALCULATED POINT, NOTHING SET �� lw A- LA GxSTFR�oG�,L SCALE - - PARCEL BOUNDARY LINE SECTION LINE R T(l l� 50 0 25 50 100 o O 11778 � PROJECT A012(368) CENTERLINE - - - �._� _�_ -�- 2141 W Airport Way, Ste 104 (FEET) - R/w--- - - EXISTING RIGHT OF WAY LINE Boise, ID 83705 2www. �'� .0 4T P� 1 INCH = 5© FEET �NOREyy�KEMQ` NEW RIGHT OF WAY LINE hpa OfOic.com SHEET 3 OF 11 BASIS OF BEARING /S GRID NORTH, ADA COUNTY RECORD OF SURVEY RECORD OF SURVEY NUMBER I G/S COORDINATE SYSTEM, SOUTH 89'15'34" EAST BETWEEN THE NORTHWEST SECTION CORNER OF FOR SECTION 15 AND THE NORTH QUARTER CORNER N OF SECTION 15. ADA COUNTY HIGHWAY DISTRICT k' LOCATED IN THE SE 114 OF SECTION 9, S 112 OF SECTION 101 N 112 OF SECTION 15, AND THE NE 1/4 OF SECTION 16, T3N-R1 W, B. M., ADA CO UNTY, IDAHO 2018 LINE TABLE LINE LENGTH BEARING L 1 25.00' N89 2426 "W L2 16.00' N89'15'34"W L3 511.04' S0038'55"W L4 249.73' N003855"E L5 100.00' NDO 3855"E L6 15.00' N003855"E L7 16.75' N00 3855"E L8 16.75' N00 36'06"E L 9 15.71 ' S00 36'O6 "W L10 18.00' S00 36'06 "W L1 i 8.59' S82'16'32"E -ROW - � -'- • • FRANKLIN ROAD N89 24 26"W 135.04-s 45+15.67 N82'16'56"W •I 45.20 RT\-43+68.00 12.73"E I N2-16 646.93 RT N00'4'308-74.R-- w --R- ---ROW N892426"W 317.22' 65.35 RT +88.80 49+06.-02 45 - • 73.00 RT 73.00 RT N48 24'35"W I SPECIAL WARRANTY DEED 30.49'491-27.00 INST. No. 2015-095539 8 93.33 RT \ N07 24'43"W-� 0 47.68' i 213t57.72- 66.00 LT NE 1 /4 NE 1 /4 j SEC 16 I l'lab IyHpdclllc 2141 W Airport Way, Ste 104 Boise, ID 83705 208-342-5400 www.whpacific.com �*_ l LADS Gx sIA rFR�oG�� 11778 _.... -1 -_ 4 9T£ OF RfW KEN% IT3N - R 1 W PI 217+87.37 I O N00'38'55"E� 1 I 179.61' 3 � J 5/8" YPC PLS 12087 217+31.72 N89 2426"W ��, 75.00 LT 62.00' L11 IL- - - - {/L- - - - /L - a/�- - - /�- - - --r � - T / - -�/L- - 87 FINAL ORDER AND 3 75' i DECREE OF . 2016-12160N INST. Na. 2016-121655 N /\ I (SEE NOTE 6 SHEET 1) I i SE 1 /4 SE 1 /4 j _' to as to to Z) to SEC I 10 5/8" YPC PLS 12087 & W 49+24.88 Y 'n �- N 82.04 LT C3 -'n ( pi O ` 5 8" YPC O Q co I� +- � W to PLS 12087 Z j co o f o 49+ 14. 72 Z "i 00 N8227'45"E 70.84 LT I Z c`oo o 5 8" YPC 55.63 N� o WARRANTY DEED PLS 12087 , 5/8" YPC iO INST. No. 2016-103346 48+02.07 PLS 12087 43+66 88 63.00 LT i 48+58.11 PI 215+87.86 1 �� 58.07 L T S00 38'S5 "W 63.00 LT 8. 75' S89 24'26" ' N4133'20"E S89 2426 "E 433.84' I 56.04' Row- Row ---ROW---- 00 Row ----Row--- > " > �'+----Row----Row--- --- �'" S89 24 26 E 633.00 �t/a-- - - /w-- - - -R/W - - -R/w-- - - --R o - --�t/w-- S89 2426R1-183.00 38.75' 38.75' S00:38'55"W ` o ^I 00 63' 30.00 N S89 24'26"E 578.00' ,n SECTION LINE S89 2426 E rn 208.00' --a - - - - - - - - - - - --ter - -- a 45 S88 07 28"E 942.52' 46 47 S89 2426"E I 325.00' 48 - CENTERLINE 49 N89 20'46"E '26 "E 293.44 _-_ - - i - �/vF-- - --atM--- - ---t/w-- - - /w- - - -R/w-- - - -R/w-- - ---R/w-- - - -R > 5/8" YPC S89 2426E A70.24 /w - - - - FRANKLIN D 66.25 S00'40 7. W �i PLS 3627 STA: 50+00 = 37.83 45+03.01 45+14.78 97.25' BLACK CAT RD. 43 91 RT 7.21 RT 73' STA. 215+00 I I +14.981 i I { I , S00 38'S5"W to 100.00' 12 i J (53. 7+31.32 I00 RT N89"15'34"WL24. SW 1/4 SW 1/4 7 217+ BRASS CAPSEC10 7=�217t31.42 J 57.01 RT I ' I � �b I i IW I 0 1 a0 SECTION CORNER a 3.5" BRASS CAP 12 15 a o PLS 8575 Z STA. 50+10.54, 22.13 LT WARRANTY DEED i I CORNER RECORD INST. No. 2016-041076 I INST. No. 110039755 1.0' W.C. N = 707245.76 52+18.45 I WARRANTY DEED E = 2438736.82 66.00 LT `� INST. No. 2015-026910 3/4" BRASS CAP i I L11 3 4" BRASS CAP 52+18.43 52t18,450+56.49 65.33 LT 67.00 LT I 53+95.11 66.13 LT I 67.00 LT S89'1"E - 163.50' - _ S8915'34"E 82.23' S89'15'34"E 94.43' \ROW R0 - - - • S89'15'34"E- 102.95' :�Rnx - - L6 L7 N89'15'34"W 82.25' 1L8 N89'15'34"W 102.95' L9 L °D /w-- - - ---R/t - - ----R/w- - - rl- 00 0 LO S00'43'06"W 22.13' . 174.69' L 51 iTA. 50+10.01 --R/w-- - ---R/w-- 25.0'34"E .00' S00 43'06"W 7 87' S8236'38"W 58.15RW. -- I • 50+83. t 77.14 R S413952" 15.11' 214+13.44 � O It • U ��� OUo o I� n ��c" co�Z �t col Y ^o 1 N pno I m I uj O� Sul 1 3 w 1 z I p l , to toto �66' 73'----i 74'-� r-65' SCALE 50 0 25 50 100 (FEET) 1 INCH = 50 FEET 2.0' W. C. 214+11.44 73.00 RT S89'15'34"E 1320.32'- - SECTION LINE 6T al 5 S89'15'34"E, 325.00' 53 CENTERLINE - - - 5i4-- -R/w-/w-- - --R/w--- - -- S897534E 1295.35' 89.25' FRANKLIN ROAD N89'15'34"W 40.59' - -ROW ----Row -- Row--- N89'i5'34"W 217.50' 51 +42.52 69.00 RT LEGEND 53+60.03-1 69.00 RT WARRANTY DEED S64'10'32"W INST. No. 2015-052190 13.42' NW1/4NW1/4 SEC 15 PARCEL NUMBER (PROJ. A012(368)) sa FOUND ALUMINUM OR BRASS CAP MONUMENT, AS NOTED 0 FOUND 5/8" REBAR AS NOTED 0 FOUND 112- REBAR AS NOTED SET 5/8" X 30" REBAR WITH ALUMINUM CAP, PLS 11778 o CALCULATED POINT, NOTHING SET /L- - - PARCEL BOUNDARY LINE - - SECTION LINE - PROJECT A012(368) CENTERLINE R/w--- - - EXISTING RIGHT OF WAY LINE -ROW---- NEW RIGHT OF WAY LINE S8928'04"W 456.20' -��r--ROW L54+12.39 53+72.03 63.00 RT 63.00 RT SHEET 4OF11 BASIS OF BEARING IS GRID NORTH, ADA COUNTY RECORD �� SURVEY GIS COORDINATE SYSTEM, SOUTH 89'1534" EAST RECORD OF SURVEY NUMBER lle�5-r BETWEEN THE NORTHWEST SECTION CORNER OF FOR SECTION 15 AND THE NORTH QUARTER CORNER N OF SECTION 15. ADA COUNTY HIGHWAY DISTIIP-t..ICT LOCATED IN THE SE 1/4 OF SECTION 9, S 112 OF SECTION 10, N 112 OF SECTION 15, AND THE NE 114 OF SECTION 16, T3N-RI W, B. M. , ADA COUNTY, IDAHO 2018 I T3N-R1W I I a I � a ( SW1f 4SW1/ 4 F I I a a i SEC 10 j I a I a 1 I a I as n � rs f rs f I I WARRANTY DEED a \ INST. No. 2015-082162 S89'15'34"E , 51.63 , WARRANTY DEED WARRANTY DEED ' 518.339�11 "E INST. No. 2015-082162 a INST. No. 2015-026909 S8102.95 55+58.12 r,'15'34"EL255.61 LT \+03.63 L1S89'15'34"E 102.95' _ S89'15'34"E 205.90' .96 LT •L ° • Row L4 - Row - - - -Row -Row -Row - _ - -.-W -Row 55+06.80 R/w-- r - - -L5 - - -.,/w- - - -R/ - - --Rlw--- - --R/w--- L _ C14 N89'l5 34 W 102.95 .� 56.94 LT N89'15 34 W 102.95 N89'1534W 205.90' o + ai 5 - - - - - S89'15'34"E 1320.32' ,00 n 4 55 - i 56 S89 27'S2"EI 456.63' 67 _ 58 - °- 59 - --R/w--_ - ---R/w--- - - -�li+ - - - -R/w-- ---R/W-- - --R/w--- - ---R/w--- - --R/w--- - - -R/w -- - --R/w--- - - S89'15'34"E 1295.35' S89 28'04"W 456.20' • Row - - - _ROW ROW -KM a ROW.- - - ; ROW - - - -ROW - - - -ROW • ROw - S89 28 04 W 456.20 54+ 12.39 58+68.50 54.50 RT 63.00 RT WARRANTY DEED INSTT, No. 2015-052190 NW1/4NW1/4 SEC 15 73.12 54.5' - - Row LINE TABLE LINE LENGTH BEARING L 1 18.00' SOO 36'O6 "W L2 10.98' S00'36'06'W L3 7.02' N0036'06"E L4 5.88' S00 36'O6"W L5 5.88' S0036'06"W L6 j 5.88' S00 36'O6"W L7 5.88' S00 36'O6"W L8 5.88' S00'4426"W 1 , � I a 1 \ � f I 1 f C I i 1 I VIM I a I � to CI; N u I N I In \iO a U � \ UI I ' 1 I I WARRANTY DEED WARRANTY DEED 1 i INST. No. 2016-012432 i INST. No. 2015-033766 62+65.00 64+30.27 54.50 LT 52.50 LT „ , 62+65.00 " _ S89'15 34 E 205.90 1 N00 36 52 E _ - - _ _ - Row -RowS89'15'34 E i40.69' - _ • 48.62 LT 3.88' - - -� ,- -�2 > - - -R/w- - L 7 /w--_ _ �w---R/w-__ • - - --R _ _ ROW N89 i 5 34 W 2 N89- 5 43 "W 140.68' S89'? 5 300.00' • - - '-'R - S89'15'34"E i 65.28' N0036'52"E W 1/16 64+30.28 SECTION LINE 30.00' 63 30.35 18.62 LT 48.62 LT - - - - - - - - - _ _ - _ S8975'34"E 1098.27' - S00 39'52"W - - - - 80 CENTERLINE - 61 S89'1534"E 461.36' 62 18.62' , - -i - 63 64 S89'15 34"E 1 1317.14 STA. 63+30.37 S00 39'52"W SO0 39'52"W FRANKLIN ROAD 25.12' 11.38' -- -ROW --- -ROW -'15'--- ROW ----ROW N8934"W 435.40' 63+24.10 52.50 RT ---ROW--- ROW---- LEGEND 63+04.10 J ' 54.50 RT S85 01'48"W i 20.10' N89'15'34"W o 6.34 1� U �1OI to W 'O Z N U 3l0 z o 0 1 V, N89115734"W 1320.37' 63+30.42 36.50 RT �'-'- S0039'52"W 16.00' -1.0' W.C. 63+30.44 51.50 RT 63+30.44 52.50 RT BARAYA SUBDIVISION NO. 1 3r O# PARCEL NUMBER (PROD. A012(368)) FOUND ALUMINUM OR BRASS CAP MONUMENT, AS NOTED O FOUND 5/8" REBAR AS NOTED % FOUND 1/2" REBAR AS NOTED SET 5/8" X 30" REBAR WITH ALUMINUM CAP, PLS 11778 a CALCULATED POINT, NOTHING SET L Ab G\sTr,p SG� SCALE �� � 10 - - - - PARCEL BOUNDARY LINE SECTION LINE if(ifilc WHp2141 o 50 0 25 50 100 p - PROJECT A012(368) CENTERLINE 1177 z __ _ - W Airport Way, Ste 104 (FEET) R/W- - - EXIS]7NG RIGHT OF WAY LINE Boise, ID 83705 208-342-5400 `rT qN� F OF tOQ� 1 INCH = 50 FEET - - - NEW RIGHT OF WAY LINE www.whpacific.com R£w KE SHEET 5 OF 11 BASIS OF BEARING /S GRID NORTH, ADA COUNTY RECORD OF SURVEY GIS COORDINATE SYSTEM, SOUTH 89'15'34" EAST RECORD OF SURVEY NUMBER BETWEEN THE NORTHWEST SECTION CORNER OF SEFOR SECTION 15 AND THE NORTH QUARTER CORNER N OF SECTION 15. ADA COUNTY HIGHWAY DISTRICT LOCATED IN THE SE 1/4 OF SECTION 9, S 112 OF SECTION 101. N 1/2 OF SECTION 15, AND THE NE 1/4 OF SECTION 16, T3N-RI W, B. M., ADA CO UNTY, IDAHO 2018 64+30.27 52.50 LT N00'36'52"E-, 3.88' /W --- T3N-R1W SE 1/4 SW SEC 10 WARRANTY DEED INST. No. 2015-031474 S00 34'26"W /� 3.88' 1/4 C0 S89-1534"E 366.65' -ROW-- ROW_ROW —ROW----ROW _ N89'15134"W 366.65' 48.62 LT 66+26.80 67+40.99 5/8 REBAR N89'15'34"W _ _ _ 48.71 LT 48.75 LT 68+57.30 50.00' - - - 48.70 LT - - - - S89i5'34"E 1098.27' - 64 I — 65 66 67 68 69 S89'15'34 "E i 1317.14' �0 — Lu J � I a a � z 1 I I J I I Z J J I I N i I I I Z J 23 24 � 25 a I I I FRI TTS I SUBDIVISION J 7 I WARRANTY DEED WARRANTY DEED INST. No. 2015-031468 I INST. No. 2015-015082 iIS WARRANTY DEED INST. No. 2015-017609 S0034'3 "W S00'3426"W I S003426"W I S89'150.00' 3.88' J 0' J — _ S89'15'34'E 194.29 _ S89i5'34"E 116.40' �89'15'34"E 116.40'ROW R----ROw----ROW ROW -----ROW-- ----- - -—R/W--- - -—�2/W--- - R%W--- - - —R ---R/W-- - - —R/M-- - - �W — - - ROW /W--- - - —/w-- - - —� _ _ N89'15'34"W 194.30' N89'15'34"W 116.40' N89'15'34"W 116.40' `-64+30.28 1/2" REBARREBAR 31 WHPacific 2141 W Airport Way, Ste 104 Boise, ID 83705 208-342-5400 www.whpacific.com I Z. a \I I I I a I I I I � a 28 I I I I a I I -WARRANTY DEED WARRANTY DEED INST. No. 2015-066761 i INST. No. 2015-033768 J S0034'26"W I S00 3426"W 3.88' 3.88' _, __ _ _ __ __ _ - a _ S89'l5'34 E 154.50' ROWROW -—R/W--- R/NF---_ ROW—---t—- --R— -- -- N89'15'34"W 154.50' 48' N0034'26"E---` _SECTION LINE - - - - - 30.000' - CENTERLINE I — 73 74 — - FRANKLIN ROAD 35' 55.12' 6. /W-- - - —R/w-- - - —R/w-- /— - -R/w-- - - —R/w-- - —R/W-- - -—R/w--- - - �"` /w--- - - /w-- - ----RJw-- - - —R/W-- - - --R/W-- N89'1534"W 1320.3T RIGHT-OF-WAY PER WARRANTY DEED INST. NO. 2014-102081 BABA YA SUBDIVISION NO. 1 LASS �G x S T,r GAL Q- O 11778/ s� �o OF �QP \REW KEN% NE 1/4 NW 1/4 SEC 15 SCALE 50 0 25 50 100 (FEET) 1 INCH = 50 FEET LEGEND OPARCEL NUMBER (PROD. A012(368)) Q5 FOUND ALUMINUM OR BRASS CAP MONUMENT, AS NOTED O FOUND 5/8" REBAR AS NOTED 0 FOUND 1/2" REBAR AS NOTED SET 5/8" X 30" REBAR WITH ALUMINUM CAP, PLS 11778 o CALCULATED POINT, NOTHING SET /�— - - PARCEL BOUNDARY LINE - - SECTION LINE PROJECT A012(368) CENTERLINE — R/W— - - EXISTING RIGHT OF WAY LINE ROW — - - NEW RIGHT OF WAY LINE SHEET 6OF11 BASIS OF BEARING IS GRID NORTH, ADA COUNTY RECORD OF SURVEY GIS COORDINATE SYSTEM, SOUTH 89*15'34" EAST RECORD OF SURVEY NUMBER BETWEEN THE NORTHWEST SECTION CORNER OF FOR SECTION 15 AND THE NORTH QUARTER CORNER OF SECTION 15. ADA COUNTY HIGHWAY DISTRICT LOCATED IN THE SE 114 OF SECTION 9, S 112 OF SECTION 101 N 112 OF SECTION 15, AND THE NE 1/4 OF SECTION 16, T3N-R1 W, B. M., ADA CO LINTY, IDAHO 2018 i CF 1 /4 C\N 1 /4 11 T3N-R1W I SW1/4SE1/4 I \, SEC 10:� SEC 10 _ U l� 04 I ( `\ W I ku a I \ U I P i 29 O c} ( z U a O �' QUARTER CORNER 3.5" BRASS CAP WARRANTY DEED STA. 76+50.67, 18.62 LT INST. No. 2015-084074 S89'15'24"E i CORNER RECORD ` Y WARRANTDEED 3.04' INST. No. 112067280 WARRANTY DEED I I WARRANTY DEED S00'34'26"W 76+47.52 N = 707211.62 INST. No. 2015-084074 INST. No. 2015-077318 a INST. No. 2015-084074 i 3.88' 52.50 LT I E = 2441377.24 SOO'28'36"W " S89'15'34"E 219.00' 3.88' S00 28 36 W Row — - - w — - - Row — _ _ — — _ _ — S89'15'24 E 299.96 " 3.88' — _ _ —R - _ _R Row - - —Row — - - ROW — _ _ — — _ - — S89'15'24 E 200. 00 " /w-- - ---R/w--- - - —�/w-- - -—R1w--- - -' - - —Row — - —Row — _ _ _ /w-- - —q/w-- - —mot Row — - - — _ - —Row — - - —Row — _ - ROW RM S89'15'24 E 424.17 /w-----�/w---- /w_-- /w----� __ Row Row--- _ _ " N891534"W 222.04' S00 32'3. 8' N89'15'24"W 299. 96' —� N8975'24 2W 00.00'—� - - — - - —R�-- - - w. " - - ,mow — - - -ROW - - — N003426 E 46" /W ----R _ Row---- 30.00' N003246"E N00 28'36"E� " J/"`- -—�A"'-- - —R N89'15 24 W 427.70 N00 28 36 E 33.88' 30.00' 30.00' 52.5' S89'15'34"E 222.05' - 30.00' _ - - _ S89'i5'24"E_ 300.00' SECTION LINE -�_ S89'15'24"E 200.00' PI 76+47.52 S0036'38"W - - - - S8_9'1524"E 454.94' 74 S89'1534"E 1317.14' 75 is 18.62' 77 — 78 — CENTERLINE 79 — 80 S89'15'24"E 1320.42' 81 82 83 84 _ _ -- S89'15'24"E STA. 76+50.71 - 3.20' , Soo 36 38"w 36.50' FRANKLIN ROAD 55.12' 36.5' —R/w— - - —Rlw— - - —R1w-- - - lw-- - — /w-- - - —R/w— - ---R/w--- - - — >w--- - - --R/w-- - - - --R N89'1534"W i 320.37' � /w--- - -N89'15'24"W 1320.43' - - /w-- - - - RIGHT-OF-WAY PER WARRANTY DEED INST. NO. 2014-102081 u� O Z O � N OU a� U I(p O t� NE 1/4 NW 1 4 / / NW 1/4 NE 1/4 SEC 15 i SEC 15 lyHPT(lfr( 2141 W Airport Way, Ste 104 Boise, ID 83705 208-342-5400 www.whpacific.com G` S rERF�G�F v - 11778 9N rF of \Rf W KEG/ SCALE 50 0 25 50 100 (FEET) 1 INCH = 50 FEET LEGEND OPARCEL NUMBER (PROD. A012(368)) FOUND ALUMINUM OR BRASS CAP MONUMENT, AS NOTED O FOUND 5/8" REBAR AS NOTED 0 FOUND 1 f2" REBAR AS NOTED SET 5/8" X 30" REBAR WITH ALUMINUM CAP, PLS 11778 o CALCULATED POINT, NOTHING SET /L - - PARCEL BOUNDARY LINE - - SECTION LINE - PROJECT A012(368) CENTERLINE /w— - - EXISTING RIGHT OF WAY LINE fww — - - NEW RIGHT OF WAY LINE SHEET 7 OF 11 BASIS OF BEARING /S GRID NORTH, ADA COUNTY RECORD OF SURVEY GIS COORDINATE SYSTEM, SOUTH 89'15'34" EAST RECORD OF SURVEY NUMBER BETWEEN THE NORTHWEST SECTION CORNER OF FOR SECTION 15 AND THE NORTH QUARTER CORNER N OF SECTION 15. ADA COUNTY HIGHWAY DISTRICT LOCATED IN THE SE 114 OF SECTION 9, S 112 OF SECTION 10, - - N 112 OF SECTION 15, AND THE NE 114 OF SECTION 16, T3N-Rl W, B. M., ADA CO LINTY, IDAHO 2018 Cl A = 89'11'29 R = 25.00' ` L = 38.92' LC = 35.10' �\ CB = S46'08'51 "W \A_ 32 UMBRIA SUBDIVISION \A c SW 1/4 SE 1/4 SEC 10 87+06.55 1 l 87.61 LT `\ WARRANTY DEED INST. No. 2015-017607 • S0133'07"W �Z 5/8» OPC N2927 49» E 19.35 PLS 7015 40.04' S43 51'05 "E 85+82.82 86+87.31 1/2" OPC 41.52' E 1/16 CORNER 2.0" ALUMINUM CAP PLS 3624 STA. 89+71.07, 18.62 LT CORNER RECORD INST. No. 110039754 S41 38 30 E 43.62 CT 52.50 LT S89'15'24"E N = 707194.49 S89'15'24"E 424.17' 5.26' PLS 7015 E 2442697.54 -Row - _ _ w S89'15'24"E �w 112.63'_ • $7+06.35 63.41 - -R/w-- - - -�1w-- - - --R/w -- - - 68.33 LT _ N89'15'24"W 427.70' C7 r---R N89'i5'24 W 98.49 N86 56'S1 "W 124.09' N41 38'30"W 1/2" REBAR 30.00' N41 38 30 W S89'15'24"E 454.94' 40.62' "--,5.0' 8-6+81.3-1 43.76 LT 82' _ - - - - _-0 W.C. 9'15'24"E 365.4T 6+82.31-- -4 - 52.50 LT _ 85 - 86 S89'15'24"E 1320.42' 87 i _ 88 5 8" OPC LS " OPC 7015 PLS 7015 55 85+82.89 87+32.68 36.5' 18.52 LT 18.55 LT Ij - --R/W- - - -R/w-- - - -R/w-- - - -�/w - - - - /w--- - - -R/w-- N89'15'24"W 1320.43' - - - /w-- -R/ WARRANTY DEED �--'-�- - INST. NO. 2014-102081) 31 NW1/4NE SEC 15 1/4 -SOO ;35'04"W--- 89 18.62' 12' STA. 89+ 71.1: S0035'04" H 11.38 4 LL 0 T,3N-R1W --N00 44'36"E 25.00' - -S89'15'24"E 5.91' SE 1/4 SE SEC 10 WARRANTY DEED INST. No. 2015-024227 1/4 S89'15724"E 1344.47' _ 1w--- - - --R/W - - - -R/w-- - ---R/w-- - - -R/w-- - - 5/8" 1PC I 30.00' PLS 5086 48 62 9 27 44 4+ SECTION LINE S89'15'24 E 1314.50' 11.32 RT CENTERLINE 9�? _92 S89'15 24"E 915.75' --R/w-- - ---R/w--- - - --R/w- - - S0035'04"W S89'15'24"E 456.31' 25.12' -89+71.23 FRANKLIN ROAD 36.50 RT S0035'04"W 18.00, • Row 89+71.28 54.50 RT i o� w WIo z ul D1N U co 3 \�o j� z10 0 VI ---ROW --- -ROW --- -ROW ----Row----ROW N89'15'24"W 448.50' ' 73.12' 54.5' S00 44'36 "W 30.00' ---ROW ---- 5/8" REBAR BENT 94+27.45 41.46 RT TY DEED INST. No. 2015-060646 NE 1/4 NE 1/4 SEC 15 LEGEND S89i5'24"E 864.11' I 5'24"E 159.0� - a RV" �� - ._ ..�-Rdw N8T59'Oi "W 402.44' +19.78 .50 RT OPARCEL NUMBER (PROJ. A012(368)) FOUND ALUMINUM OR BRASS CAP MONUMENT, AS NOTED O FOUND 5/8" REBAR AS NOTED 0 FOUND 1/2" REBAR AS NOTED SET 5/8" X 30" REBAR WITH ALUMINUM CAP, PLS 11778 o CALCULATED POINT, NOTHING SET _ Ll LA SCALE G`5T fRF�G�F "/L- - PARCEL BOUNDARY LINE ��1 l� WHp2141 50 o 25 50 100 p - - - SECTION LINE PROJECT A012(368) CENTERLINE W Airport Way, Ste 104 (FEET) R/w-- - - EXIS77NG RIGHT OF WAY LINE Boise, ID 83705 208-342-5400 �'T 1 INCH = 50 FEET F OFQ� ROW - - - NEW RIGHT OF WAY LINE qN� www.whpacific.com RAW KE SHEET 8 OF 11 BASIS OF SEARING IS GRID NORTH, ADA COUNTY RECORD OF SURVEY GIS COORDINATE SYSTEM, SOUTH 89'15'34" EAST RECORD OF SURVEY NUMBER l BETWEEN THE NORTHWEST SECTION CORNER OF FOR SECTION 15 AND THE NORTH QUARTER CORNER N OF SECTION 15. ADA COUNTY HIGHWAY DISTRICT LOCATED IN THE SE 114 OF SECTION 9, S 112 OF SECTION 103. N 112 OF SECTION 15, AND THE NE 1/4 OF SECTION 16, T3N-R1 W, B. M., ADA CO LINTY, IDAHO 2018 T3N-R1W n, OI O Vim SE 1/4 SE 1/4 Itocv SW 1/4 SW 1/4 SEC 10 Eo SEC 11 33 o M z UN 0 S89 08'00"E 7.00' 5�8" YPC PLS 5082 0 102+22.60 N � 74.23 L T o 62'� WARRANTY DEED z INST. No. 2015-024227 END PROJECT N45'12'26"EPROJECT A012(368) 35.89' STA: 98+86.87 5/8" YPC 5 8" YPC SECTION CORNER N = 707163.999 PLS 5082 PAS 5082 3.5" BRASS CAP E = 2443613.010 101+97.47 10 + 9. 2 I PLS 5291 48.59 LT i STA. 102+91.48, 18.62 LT --R/w - _ _ _ _ _ _R _ _ _� Jam- _ _ _ _ _ S89'15'24_E R i 344. 47' _ ' " CORNER RECORD /w-�-- - --R/w--- - - --R/w- - - -�/�- - --�lW--- - - - -e/�- - ---R/w-- - --T-R/W-- - - S89'i 5 24 E 94.08 /L- - - P/L- - - INST. No. 110073397 30' N00 52'00"E N 707177.37 0 30.00' E = 2444017.83 LO - _ _ S89 *1524' E 1314. 50' _ _ - _ _ - 48. 62' 10 11 0 - - - - - - - - - SECTION LINE _ - - - - - - _ 95Lu 96 + 97 S89'15'24"E 915.75' 98 99 CENTERLINE 15 �18.62329"W 0 i - 100 S89'i5'24"E f01 404.6T -2 103 104 S89'15'24"E 208.46' - //L- STA: 102+91.54 5 8" REBAR "- BE T S89'1524 E 864.11 95+85.92 FRANKLIN ROAD 5/8" YPC 72' WARRANTY DEED 84� i S00 3329"W _ S89'15'24"E 159.00' 41.40 RT PLS 3082 11.38' _ 98+79.37 53.38' INST. No. 2015-060646 98+86.47 65.38' - -R/w-- --�/'"-- - - S86 57'S8"E 53. i 0 RT 5/8" YPC 7� 293.13' 53.38 RT - --R�w-_ - -R/W-- - - --rt7w -_ _ _ PLS 5082 - - _ --ROW - - - - • /W-- - - - Jw-_ 102+18.99 I Row - - - -ROW - - - S89'15'24E 136.3 T N875901W ROW / 20828FR/W--__ 65.35 RT 402.44' • ♦ " S86 57 58 E 96.88' 711, �8„ YPC � S89'15'24- E 00.00' � 63.44 12 S633622.68' 40"Vy 0 2.82 5/8" YPC S45'05'32'E I 63.44 RT 22.68' 100+22.82 N89'15'24"W 98+59.19 53.35 RT PLS 5082 23.46 37.07' 63.44 RT 101+18.94 5 8" YPC ' WARRANTY DEED 65.37 RT PLS 5082 INST. No. 2015-060646 102+35.80 56' 81.74 RT I 0 w I 34 M I O U� M oo L coo (n W I N Z G NE 1/4 NE 1/4 NW 1 4 NW 1 4 / / SEC 15 SEC 14 I i IYHPacitic 2141 W Airport Way, Ste 104 Boise, ID 83705 208-342-5400 www.whpacific.com LAlyljS C X S zERFoG�L o y,. 1177a qT£ OF \REw KEG% SCALE 50 0 25 50 100 (FEET) 1 INCH = 50 FEET LEGEND �# PARCEL NUMBER (PROD. A012(368)) FOUND ALUMINUM OR BRASS CAP MONUMENT, AS NOTED O FOUND 518" REBAR AS NOTED 0 FOUND 1/2" REBAR AS NOTED SET 5/8" X 30" REBAR WITH ALUMINUM CAP, PLS 11778 o CALCULATED POINT, NOTHING SET n/L - - PARCEL BOUNDARY LINE - - SECTION LINE PROJECT A012(368) CENTERLINE /W- - - EXISTING RIGHT OF WAY LINE ROW- - - NEW RIGHT OF WAY LINE SHEET 9 OF 11 BASIS OF BEARING IS GRID NORTH, ADA COUNTY GIS COORDINATE SYSTEM, SOUTH 89'15'34" EAST BETWEEN THE NORTHWEST SECTION CORNER OF SECTION 15 AND THE NORTH QUARTER CORNER OF SECTION 15. m RECORD OF SURVEY FOR ADA COUNTY HIGHWAY DISTRICT LOCATED IN THE SE 1/4 OF SECTION 9, S 1/2 OF SECTION 10, N 1/2 OF SECTION 15, AND THE NE 1/4 OF SECTION 16, T3N-R1W, B. ADA COUNTY, IDAHO 2018 r m POINT OF BEGINNING BLACK CAT ROAD N STA. 201 +93.65 0 o N = 705917.214 cn + w E = 2438720.162 0 0 a, cn cn S06w-co --R/w-_ - - --R/ 0'43'0W /w-- - -�7- - - -R 202 203 N00 43'06"E 306.94' 204 205 1116 CORNER7� 1 r 5/8" REBAR BENT 5 8 REBAR STA. 201+93.75 0.02 LT / " BENT N = 705917.31 204+05.29 Q / E = 2438720.15 24.80 RT i , 1/2" REBAR i I � r r I � i S. BLACK CAT ROAD - --R/w--- - - -R/W -- - - -R/w- S00 43'06"W T3N-R1W NE1/4NE1/4 SEC 16 206+77.73 -� 22.59 LT 1 /2 REBAR BENT 206+94.16 27.55 RT i It i t 1 NW1/4NW1%4 SEC 15 r r M., Lel RECORD OF SURVEY NUMBER SPECIAL WARRANTY DEED INST. No. 2015-095539 210+50.00 S89 56'15"W 66.52 LT 20.40' NOO-43.06-E 308.63' 210+50.00 • Row - - - -Row _ _ _ -may - - N 10 3856"W 209+ 18.92 -o �47.31' 43.05 LT 46.12 LT 207+24.23 N0124'10"W 131.12' tv 31.28 LT • ROW----�--- • ~. NO3'3i'26"W 195.04''ow o Row - - -Row - - 00 66' rn 74' --R/w._ - - R/w-- - - -�/w -- - /w- S00 i3 06 W 814.84' 7 _ 208 N00 03'45"W 587.06' 209 _ 210 CENTERLINE 211 N00 43'06 "E 327.33' _ 212 _ <- TO 1116 CORNER_ SOO'43'06"W 1328.65' _ N76'13'24"W - - - - SEC77ON LINE - - - N0043'06"E 787.31' 25.66' • - -/x-- - ---R/w--- - - mow--- - ---R/w-_ - - -�/w-_ _ _ --R/w- _ _ -� N00 43'O6"E 771.56' 42 26 W 68. 85' • Row _ _ Row - - gow u - - - • S0151 '19 "W 81.78' S00 43 06 W 88.12' - 65' 58 207+20.37 S07$C� 6 9 �� _ • 73' 28.00 RT 208+70.32 209+58.43 ft 207 31 RT 40.04 RT 41.24 RT 210+50.00 37.31 RT I - S00'43'06"TN 53.96 RT � - - -Row - - _ Row �, - _ _ -_ _ ddd000www 21.54 S89 56'15 "W S00 43'Ofi "W 362.45' 18.53' 210+50.00 72.49 RT WARRANTY DEED INST. No. 2015-052190 LEGEND OPARCEL NUMBER (PROD. A012(368)) 0 FOUND ALUMINUM OR BRASS CAP MONUMENT, AS NOTED O FOUND 518" REBAR AS NOTED 0 FOUND 1/2" REBAR AS NOTED SET 5/8" X 30" REBAR WITH ALUMINUM CAP, PLS 11778 L4Np o --`�/L- - CALCULATED POINT, NOTHING SET PARCEL BOUNDARY LINE �\ sTF,p SG� SCALE SECTION LINE WHPT(Ifilc 50 0 25 50 100 o_ � � 778 � LL� ___ - PROJECT A012(368) CENTERLINE 2141 W Airport Way, Ste 104 C7 (FEET) R/W- - - EXISTING RIGHT OF WAY LINE Boise, isD 40 05 2www.whpac0ic.com , 4 oP�° 1 INCH = 50 FEET 9ypRfWFKE�e�, Row - - - NEW RIGHT OF WAY LINE SHEET 10 OF 11 RECORD OF SURVEY RECORD OF SURVEY NUMBER ff BASIS OF BEARING IS GRID NORTH, ADA COUNTY GIS COORDINATE SYSTEM, SOUTH 89`15'34" EAST BETWEEN THE NORTHWEST SECTION CORNER OF SECTION 15 AND THE NORTH QUARTER CORNER OF SECTION 15. - N00 38'S5"E Row -Row I c N0 o 75' + r ++ 00 1 87' w r- 8 FOR ADA COUNTY HIGHWAY DIS1 TRICT LOCATED IN THE SE 1/4 OF SECTION 9, S 1/2 OF SECTION 10, N 1/2 OF SECTION 15, AND THE NE 1/4 OF SECTION 16, T3N-RIW, B. M., ADA COUNTY, IDAHO 2018 1.5N-K"I W I I I O SE 1/4 SE 1/4 SEC 9 I I I 219+10.23 I 40, 76.79 L T I 179.61 ' NO2'45'07"E - - - -Row - - _ • N07•46, " 52.95' 220+50.00 LINE TABLE LINE LENGTH BEARING Ll 25.00' N89 2426"W L2 16.00' N89'15'34"W L3 4.00' N89'15'34"W L4 16.00' S89'15'157E L5 25.00' S89'15'15"E L6 16.00' S89'15'15'E L7 25.00' S89'15'15"E L8 6.69' S89'15'15"E L9 12.69' S89'15'15"E L10 25.00 S89 21'05"E L11 6.66' S89 21'05"E L 12 10.15' S89 2426 "E L 13 25.00' S89 21 '05 "E Row 25 _E &7 36. 66.03 LT �'�-Row _ S88 3i'16"E NO2'45'07"E i 1 _ 21.01 ' 44.45 WARRANTY DEED 219+97.06 N0245'07"E 221+97.99 I WARRANTY DEED 7 67.21 LT 60.27' • 95 " J INST. No. 2015-036645 INST. Na. 2015-044061 • Row 30.74 LT I lVO 2'37 220+50.00 221+i 0.25 Row 88 68' a. 45.03 LT _ 225+19.01 43.69 LT 23.60 LT in " R L12 Row - - -+ NO2 45'07_E �w 276.65' N00 38'S5"E _ --R/w-- - _ _� S00'38'55 W 511. 04 /w-- - --�/w--- - ---RJw-- - - --R1w - - --R/w- - --R/w--- -ROW _ - � = - - • - - -R/W -- - - 219 CENTERLINE N00 3855E 276.45' -. 2�0 2 N , " , I - F 21 0128 44 E 828.11 2 2 N0038'55"E 249.73' SECTION LINE � N0038'55"E 150.15' 53 N00 38'55"E 100.00' 1 V 41 N00 38 55 E 150.15' N00 38 55"E 150.15 /w-- - - /w--- - - -R/w-- - - - /W -- - - lw--- - --�t/w--- - - --�lw- - - r N L9•LE 70W - Row - -Row - - - -Row - - - Row - • Row - - - • • 8'S5"W 100.00' S00 38'S5"W 150.15' S012821E 89.00' i ( 220+08.41 I i WARRANTY DEED WARRANTY DEED 49.80 RT 225.22 R9 S00 38'S5"W 45.22 RT I INST. No. 2016-041076 I INST. No. 2016-041079 26 *3 S003751 "W I 35.02 I \ ( I WARRANTY DEED i I I INST. No. 2015-056565 a. I I � I I � I J { I a I I 12 11 I ( I C I I I � Ia a I I I SW1/4SW1/4 I SEC 10 a 175.32' _ 23 _ I 2�4 225. N00 38'S5"E 105.60' -- - - - N00 3855"E 258.90' - - I - - - 226 " I o N. BLACK CAT ROAD NOO 38 5 E 105.64 N00 3855E 221.79' " I cN _ _ - - - ROW - - Row ^� ` S00 3T51 "W 105.65' - • S015 E178.12 � • _ ( /w- - --R/w--- - _ -R - - '--221 +32.23 38.70 RT a 222+81.66 a �S89'15'15"E I\\-SOO*37'51"W 36.49 RT 22726 RT 6.00' S00'3855"W I 421 + RT 1 43. 79' 37.11 ' I WARRANTY DEED WARRANTY DEED INST. NO. 2015-026904 a INST. NO. 2015-031471 \ I I1 I I � I 39 I a 41- I 15 I I I I 1 I I a a I /�- - - /L- - - -T/L- I I I N0038'55"E 209.13' N0038'55"E POINT OF ENDING BLACK CAT ROAD STA. 228+24.61 N = 708547.809 E = 2438751.558 LEGEND O# PARCEL !NUMBER (PROJ. A012(368)) Q5 FOUND ALUMINUM OR BRASS CAP MONUMENT, AS NOTED O FOUND 5/8" REBAR AS NOTED 0 FOUND 1/2" REBAR AS NOTED SET 5/8" X 30" REBAR IMTH ALUMINUM CAP, PLS 11778 o CALCULATED POINT, NOTHING SET - � ENO G,ST£R SG� SCALE d G r/L- - - - PARCEL BOUNDARY LINE SECTION LINE F 50 0 25 50 100 ��� �� .. _.. _ 11778 p - / " - PROJECT A012(368) CENTERLINE 2141 W Airport Way, Ste 104 (FEET) -R/w-- - - EXISTING RIGHT OF WAY LINE Boise, ID 83705 2www. �� qT 1 INCH = 50 FEET qN�R -Row---- NEW RIGHT OF WAY LINE hpa .com fWf SHEET 11 OF 11 EL GATO LANE 9 CR 105185212 W. PINE LANE 10 N N Lo I -il, r LO CO m 0 O r Z + rn 0 Li N N W i� m 0 0 M 0 ICD M Irn U 0 I a --- 1318.57' - FOUND 1/2" PIN, D PLACED CAP L��� o�x —x —x — UNP —x —x —x —x —x —x — S890 15' 44"E 701.38' 25.00' 264.79' OLD x FOUNDATION x REP 25.00' I CAP NC 174.8T D0 15' 44"W 199.87' NOT 38' 2TE 116.50' N890 15' 44"W 90.'18, UN NOjv�__o T P PART \ pTpD \ d 0 WILLIAM'S \ PIPELINE ESMT. \ SEE NOTE 6 UNP 0� PD PART � I I 0.57' NORTH, PLACED CAP FOUND 1/2" PIN, PLACED CAP FENCE IS 1.4' SOUTH & 1.6' WEST Im I� I FOUND I BENT 1/2", o REPLACED WITH 5/8" ^� OLD PARCEL v BOUNDARY (TO BE M REMOVED) ° 0 I PARCEL 'A' o w 312,946 SF 1 7.184 ACRES NEW PARCEL FENCE IS BOUNDARY 1.5' WEST N890 15' 44"W 205.84 ifl "— \ o, '1 N89° 09' 23"W Y m 102.95'� 1ri W 6 r a LO I L0 LU `t SEE d O NOTE z\ � co o PTTED \ \ UN L \ NOT Dt 4) SHOP \ a. PARCEL 'B' \ \ \ 118,737 SF \ 2.726 ACRES Q \ v \ C' I \ (y) \ o '� \ \\ D WILLIAM'S S PIPELINE \ \ t'-J ESNIT. SEE \ \ \ NOTE 6 \ Oz\ \ OFFICE ' POB ESMT(El) PLACED SEE \ 'A' CAP SEE DETAIL'B' FENCE IS PARCEL i i- DETAIL'A' 0.5' WEST RIW � — �-L - \ ESMT (E2)\ N00'34'50"E -rr — —1 04.33 46.75--1 N00'3 '41"E 9' 205.16' �� � S89° 15' 37"E [ 496.25' POB N870 59' 14"W — N890 15' 3TW PARCEL'B' 51.53' 94.13' W. FRAM-LIN ROAD ,T / �. i\ 0 15 30 30 SCALE: 1"= 30' CW 1/16 CORNER CENTER 114 CORNER CR 112067279 SECTION 10 S89'11'02"E 2635.74' CR2016-011211 ---Q 1317.17' m i RiW R/VV UNION PACIFIC RAIL ROAD RIGHT-OF-WAY O O L6 O 0 U) io rn ti Ln cri 0 0 CO M O u� 0 w PARCEL 'A' PLACED r CAP N$90 37"W oil N82° 16' 35" 94.1.13' W II.1T 0.42' W. FIZANKLTTq ROAD DETAIL 'A' Pr�,mra,r- 0 _ 2.5 5 10 SCALE: 1 "= 5' CD PARCEL, 'B' w ----------- m o POB z �PARCEL'B' N870 59' 14"W 51.53' SEE NOTE 5 y 0.33' W. FRfLNISL.IN ROAD DETAIL V 0 2.5 5 10 SCALE: 1 "= 5' i P VV 1/16 CORNER CR 2018-016069 1320.31' 10 CR 2018-016067 S89°15'37"E 2640.62' BASIS OF BEARINGS CERTIFICATE OF SURVEYOR I, AARON P. RUSH, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR, LICENSED BY THE STATE OF IDAHO, AND THIS MAP HAS BEEN PREPARED FROM AN ACTUAL SURVEY MADE ON THE GROUND UNDER MY DIRECT SUPERVISION, AND IS AN ACCURATE REPRESENTATION OF SAID SURVEY. IT IS IN CONFORMITY WITH THE CORNER PERPETUATION AND FILING ACT, STATE OF IDAHO CODE 55-1601 THROUGH 55-1612 AND TO THE IDAHO CODE RELATING TO SURVEYS. \aPL LAND 12464 N O,.'A_ .y O0 F \RON P. RECORD OF SURVEY NO. I LSI Instrument No.21516-6 I, h STATE OF IDAHO, COUNTY OF ADA ss Filed for record at the request of COMPASS PUBLIC CHARTER SCHOOL, INC. )Min. past L0 o'clock -AM. this11%4day of August, 2018 m Fe i if, V — LEGEND BOUNDARY — — SECTION --- --- 1/4SECTION 1/16 SECTION RECORD BOUNDARY — RECORD EASEMENT RNv RIGHT-OF-WAY — x x— _— x x WIRE FENCE — — —o WOOD FENCE VINYL FENCE TIE/DETAIL FOUND BRASS CAP P410NUMENT FOUND ALUMINUM CAP MONUMENT ® FOUND 1" PIPE 0 FOUND 5/8" REBAR, NO CAP UNLESS OTHERWISE NOTED O FOUND 1/2" REBAR, NO CAP UNLESS OTHERWISE NOTED SET 5/8" REBAR, PLASTIC CAP ® CALCULATION POINT, NOTHING FOUND OR SET CR CORNER RECORD; ADA COUNTY RECORDS ESMT EASEMENT I.N. INSTRUMENT NUMBER, ADA COUNTY RECORDS ROS RECORD OF SURVEY NUMBER WC WITNESS CORNER RECOR-D DATA "CHESTERFIELD SUBDIVISION No. 1" BOOK 96, PAGE 11924; 09-29-2006 ROS 1655 FOR CHARLES B. STURGELL; 06-18-1990 ROS 3245 FOR FRANK VARRIALE; 06-26-1995 ROS 4192 FOR IDAHO POWER COMPANY; 03-10-1998 ROS 9481 FOR GEORGE & KATHLEEN HANEKE; 06-19-2013 ROS 10683 FOR ACHD; 10-31-2016 ROS 11117 FOR JERRY & CAROL TRANA; 10-27-2017 ROS 11258 FOR ACHD; 02-21-2018 (D1) WARRANTY DEED I.N. 2017-006807; 01-13-2017 (D2) WARRANTY DEED I.N. 114028934; 04-17-2014 (D3) PERSONAL REPRESENTATIVE CORRECTION DEED I.N. 108011815, 02-01-2008 (D4) WARRANTY DEED I.N. 2017-123974; 12-28-2017 (E'1) PERMANENT SLOPE EASEMENT I.N. 2015-026911; 04-02-2015 (E2) PERMANENT SLOPE EASEMENT I.N. 2015-082161; 09-03-2015 NOTES 1. THE RECORDING OF THIS RECORD OF SURVEY DOES NOT ENABLE THE OWNERS OF THE PARCELS TO CONVEY OWNERSHIP BASED SOLELY ON THIS MAP. A WRITTEN CONVEYANCE MUST ACCOMPANY SUCH CHANGE IN OWNERSHIP. THIS RECORD OF SURVEY DOES NOT SERVE AS A LEGAL DESCRIPTION FOR THE PROPERTY SHOWN ON THIS MAP. 2. FOX LAND SURVEYS, INC., ASSUMES NO LIABILITY FOR CURRENT OR FUTURE COMPLIANCE WITH APPLICABLE PLANNING AND ZONING ORDINANCES AND/OR RESTRICTIONS. 3. CERTIFICATION AND CERTIFY AS USED HEREIN MEAN TO STATE OR DECLARE A PROFESSIONAL OPINION OF CONDITIONS REGARDING THOSE FACTS OR FINDINGS, WHICH ARE THE SUBJECT OF THE CERTIFICATION, AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EITHER EXPRESS OR IMPLIED. 4. REMNANTS OF OLD FENCE, OTHER IMPROVEMENTS AND PAROLE EVIDENCE HLED FOR LOCATION OF BOUNDARY OVER DEED CALLS. 5. BOUNDARY CORNER AND'T' POST FOUND AT OLD RIGHT-OF-WAY, BENT, 3' BELOW GRADE UNDER NEW RIGHT-OF-WAY IMPROVEMENTS. 6. THE WILLIAMS PIPELINE EASEMENT IS 75' WIDE, BEING 20' SOUTHWESTERLY AND 55' NORTHEASTERLY OF CENTERLINE OF THE ORIGINAL 22" MAINLINE, AS FIELD LOCATED BY WILLIAMS PIPELINE. BASIS OF BEARTNO THE BASIS OF BEARINGS FOR THIS SURVEY WAS ESTABLISHED BY GPS OBSERVATIONS, PROJECTED TO THE IDAHO STATE PLANE COORDINATE SYSTEM, NAD 83 DATUM, WEST ZONE. ALL BEARINGS SHOWN ARE ON GRID AZIMUTH AND ALL DISTANCES SHOWN ARE AT GROUND. REFER TO THE DRAWING FOR THE SPECIFIC LINE AND MONUMENTS USED. INDEX# 314-10-3-3-0-00-00 i/4 CORNER C. R.'s 9 10 #105185212 #105081242 #103145851 #8725134 #8310102 cv 0 ro W cU w• o�0 C). rI 8 r� Ln Q0 r- w LO ) co C. R.'s #2018016068 9 10 #110039755 1615 #105185213' #8728137 #7932738 60 0 30 60 120 SCALE: 1 "= 60' 290.77' RECORD OF SURVEY FOR WILLIAMS PIPELINE LOCATED IN A PORTION OF THE SOUTHWEST 1 /4, OF THE SOUTHWEST 1 /4, OF SECTION 10, TOWNSHIP 3 NORTH, RANGE 1 WEST, B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO —2018— LINE LENGTH BEARING L1 25.69 1 S 87-59'11" E L2 25.64 S 87'59 11" E L3 10.98 N 00°36'06" E L4 51.36 N 00°36'06' E L5 29.33' S 21 °32'41 " E L6 67.98' S 21 °32'41 " E L7 8.59 S 82°1632" E L8 2.29 N 00°36'25" E L9 26.40' S 48°59'03" E L10 20.1 1' S 89° 15 15 E L11 17,07' N 00°36'25 E L12 26.20' N 00'38'55 E Ll 31 18.00' N 01°28'21 W L14 71.00' N 01 °28 21 " W L15 29.31' N 00°37'51" E L16 5.71 N 00°37'51" E L17 6.00' N 89° 1515'' W L18 51.92' S 89° 15 15" E L19 116.56' S 89-15'15' E L20 80.95' S 89° 15' 15" E L21 16.10 S 48°59'03" E L22 10.52' S 21'32'41 " E L23 3.97 S 89° 15'34" E L24 9.74' N 00°36'06" E W. FRANKLIN LOAD See Detail "C" -/ !-- C) This Record of Survey does not convey ownership. A written conveyance must accompany a change of ownership. This survey does not necessarily show all features of the property. This survey assumes no liability for present or future compliance or noncompliance with governing jurisdictions restrictions pertaining to building permits, vehicle access permits or septic permits. •d— DETAIL 'A' SCALE: 1 "= 5' i i i i Boundary per ROS-- 11513 i Fnd. 5/8" rebar with plastic cap PLS12464 S 89' 15'34" E BASIS OF BEARING S 89°15'34" E 2640.61' 314-10-3-3-00-00 Boundary per deed 2017-006807 Frid. alum. cap STA. 54+03.63 LT. per ROS 11258 DETAIL 'C' SCALE: 1 "= 5' I/4 CORNER C.R.'s 10 #2018016067 15 #1'12067280 #8951331 RECORD OF SURVEY NO. Instrument 1\1 of — 10(plLez- STATE OF IDAHO, COUNTY OF ADA ss F� ed for record at the request of Williams Companies' nu es past dam- o'clock M t is day of 14 2018 D.�- LEGEND 4� FOUND ALUMINUM CAP 4;� FOUND BRASS CAP 0 FOUND 5/8" REBAR MONUMENT FOUND 1/2" REBAR MONUMENT • SET 5/8" REBAR W/ALUMINUM CAP (SEE DETAIL) ♦ CALCULATED POINT BOUNDARY LINE — — — — — — — — PIPELINE EASEMENT LINE -- SECTION LINE TIE LINE ypOki11 ROS 11258 INST. #2018-015807 DEED INST. #2017-006807 DEED INST. #113078969 DEED INST. #2015-082162 DEED INST. #2015-036645 DEED INST. #2016-041076 1 ROS 11513 INST. #2018-081804 DEED INST. #105120970 DEED INST. #114028934 DEED INST. #2015-026904 DEED INST. #2015-056565 DEED INST. #2016-041079 This survey was made at the request of Williams Pipeline to monument the easement after pipeline replacement construction activity. The Basis of Bearing for this, survey was established by GPS observations, projected to Idaho State Plane West Zone NAD 1983 Datum Distances shown are ground with a conversion scale factor of 0.99985385. Reference is made to other surveys and deeds. Areas where a discrepancies between survey and deed, this survey will hold the deed. The monuments along the easement boundary which were not set are due to obstacles or impracticality. CERTIFICATE: I, Craig R. McCullough, hereby state that I am a Registered Professional Land Surveyor, Licensed by the State of Idaho, and that this is a reasonably —accurate representation of the survey as made by me or under my d �c s perv..ision. raig R. McCullough<g ` P.L.S. MP831—ROS 4RS 60.dwg (100� Ve-r5 _,5i4rVe Ini Inc. Age— L 1 i1mh { 1310 Shady Lane, EMMETT IDAHU' PHONE: 855-477-6901 R/W W 114 COR. SEC. 10 CR 105185212 INGRESS/EGRESS EASEMENT I.N. 769777 SEE EASEMENT DETAIL PAGE 2 ------------- ACHD PERMANENT ESMT I.N. 2018-100611 16 } 15 LCR 2018-016068 R/W 0R/W — W. AVIATOR STREET (PUBLIC) • R/W -� CITY OF MERIDIAN WATER ESMT (TO BE RECORDED) 77 100 50 0 100 260 SCALE: 1"=100' EL GATO LN. S89°1 V02T 2635.74' - - 1318.57' --- UNION PACIFIC RAILROAD RIGHT-OF-WAY W. FRA1141�LLIN RD. RECORD DATA (D1) WARRANTY DEED I.N. 9020532; 04-20-1990 PLAT "CHESTERFIELD SUBDIVISION NO. 1" BK. 96, PG. 11924; 09-29-2006 ROS 1655 FOR CHARLES B. STURGELL; 06-18-1990 ROS 3245 FOR FRANK VARRIALE; 06-26-1995 ROS 4192 FOR IDAHO POWER COMPANY; 03-10-1998 ROS 9481 FOR GEORGE & KATHLEEN HANEKE; 06-19-2013 ROS 10683 FOR ADA COUNTY HIGHWAY DISTRICT; 10-31-2016 ROS 11117 FOR JERRY & CAROL TRAM& 10-27-2017 ROS 11258 FOR ADA CO. HIGHWAY DISTRICT; 02-21-2018 ROS 11513 FOR COMPASS PUBLIC CHARTER SCHOOL; 08-29-2018 CENTER 1/4 COR. SEC 10 RECORD OF SURVEY NO. ILLEGIBLE — CR 2016-011211 Instrument No. 2019- 0 gao� STATE OF IDAHO, COUNTY OF ADA ss T Filed for record at the request of COMPASS PUBLIC CHARTER SCHOOL, INC. CW 1/ 16 COR 1317.17' ILLEGIBLE CR 112067279 06 Min. past o'clock M. this day of April, 2019 1ELU i �S1/ER�N N° 1 e�l Aff _Phil McGrane LIBIPI1S10 By Deputy Record Ex-Officio Recorder co co Fee: - -- R/W o CO—R/W i It O I r LiJ CO 0 0 CD N Z I w 01 - 00 W 1/16 CORNER CR 2018-016069 — - — N89°15'37" LEGEND BOUNDARY — — SECONDARY BOUNDARY R/W - — — — SECTION - - 1/4 SECTION 10 1/16 SECTION 1(? — — — RECORD BOUNDARY CD ,It— — CENTER LINE OF DRAIN C9 — — — — RECORD EASEMENT — R/W RIGHT-OF-WAY III[ +{- RAILROAD CENTERLINE co x x x x x EXISTING WIRE FENCE EXISTING WOOD FENCE co — TIE/DETAIL o FOUND BRASS CAP MONUMENT o U ® FOUND ALUMINUM CAP MONUMENT i �O FOUND 5/8" REBAR, NO CAP UNLESS OTHERWISE NOTED O FOUND 1/2" REBAR, NO CAP UNLESS OTHERWISE NOTED O FOUND 1" PIPE �• SET 5/8" REBAR, PLASTIC CAP "FLSI PLS12464" ® SET COPPER CAP WITH MAGNET "FLSI PLS12464" CALCULATION POINT, NOTHING FOUND OR SET CR CORNER RECORD I.N., ADA COUNTY RECORDS ESMT EASEMENT I.N. INSTRUMENT NUMBER ADA COUNTY RECORDS WC WITNESS CORNER NAMPA-MERIDIAN IRRIGATION DISTRICT EASEMENT NOTES 1. THE RECORDING OF THIS RECORD OF SURVEY DOES NOT ENABLE THE OWNERS OF THE PARCELS TO CONVEY OWNERSHIP BASED SOLELY ON THIS MAID. A WRITTEN CONVEYANCE MUST ACCOMPANY SUCH CHANGE IN OWNERSHIP. THIS RECORD OF SURVEY DOES NOT SERVE AS A LEGAL DESCRIPTION FOR THE PROPERTY SHOWN ON THIS MAP. 2. FOX LAND SURVEYS, INC., ASSUMES NO LIABILITY FOR CURRENT OR FUTURE COMPLIANCE WITH APPLICABLE PLANNING AND ZONING ORDINANCES AND/OR RESTRICTIONS. 3. CERTIFICATION AND CERTIFY AS USED HEREIN MEAN TO STATE OR DECLARE A PROFESSIONAL OPINION OF CONDITIONS REGARDING THOSE FACTS OR FINDINGS, WHICH ARE THE SUBJECT OF THE CERTIFICATION, AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EITHER EXPRESS OR IMPLIED. 4. THIS PARCEL IS BEING CREATED BY AGREEMENT WITH THE NAMPA-MERIDIAN IRRIGATION DISTRICT. THIS SURVEYOR WAS NOT INVOLVED NOR CONSULTED ABOUT THE PARTICULARS OF THIS TRANSACTION AND HAS NOT DISCUSSED IT WITH THE CITY i OF MERIDIAN PLANNING &ZONING DEPARTMENT. BASIS OF BEARING THE BASIS OF BEARINGS FOR THIS SURVEY WAS ESTABLISHED BY GPS OBSERVATIONS, PROJECTED TO THE IDAHO STATE PLANE COORDINATE SYSTEM, NAD 83 DATUM, WEST ZONE. ALL BEARINGS SHOWN ARE ON GRID AZIMUTH AND ALL DISTANCES SHOWN ARE AT GROUND, REFER TO THE DRAWING FOR THE SPECIFIC LINE AND MONUMENTS USED. CERTIFICATE OF SURVEN—OR � I, AARON P. RUSH, DO HEREBY CERTIFY THAT I AM A \cp NO PROFESSIONAL LAND SURVEYOR, LICENSED BY THE STATE OF ��c r IDAHO, AND THIS MAP HAS BEEN PREPARED FROM AN ACTUAL � � SURVEY MADE ON THE GROUND UNDER MY DIRECT � A 41 1320.31' 10 SUPERVISION, AND IS AN ACCURATE REPRESENTATION OF SAID �t 70 2640.62' SURVEY. IT IS IN CONFORMITY WITH THE CORNER PERPETUATION ° 1104 — 7;;"'15 AND FILING ACT, STATE OF IDAHO CODE 55-1601 THROUGH 9 E• �O S 1/4 COR. SEC. 10 OF 55-1612 AND TO THE IDAHO CODE RELATING TO SURVEYS. CR 2018-016067 RON P. R� INDEX# 314-10-3-0-0-00-00 N11°26'25"W O 1.3' x —x —x —x x x— x c x co f o Lo 0 U) x CORNER DETAIL NOT TO SCALE �w10 0E o >Cq C U�� w � 4?w Ua0 80 U O �`��� Z I zap l N i N L0 (Y INGRESS/EGRESS L EASEMENT I.N. 769777 �12" CONC PIPE 17 GRAVEL DRIVE �S89°1844"E • 48.00241.77' I I� 00 I� 00 IO r- X COS x ma c� N f c APPROXIMATE 50' PIPE (BURIED & ABANDONED) x x ,. x --x - =max -x - 12" CORR PIPE o S89° 15' 44"E 65'�3.38' 205.77 W. AVIATOR STREET (PUBILIC) w �• �.�--�A x 850.2' • X .ww 97.60' �S-855 W S34° 58'48"W 1 1 2.- --�;�500° 44I ' 16"Wz2.08` � 18.99' 37.25' _--N15'44"W 11000' q/A&DPERMANENT MT I.N. 2018-100611 x L X a x 1 x x 92.91' R/W T38.99' T ' 1 I ' ' 1 i ' � 1 I 1 ' 1 ' 1 CITY OF MERIDIAN ' 1 WATER ESMT- -� 1 (TO BE RECORDED) + 1 I 1 � O I 1 CD ' � � 1 I 1 1 1 ' � 1 1 � I 1 1 1 I � 9 IO1 I O I 1 u2 � N 1 1 I i b 1 N,89°25'10"W 81 ��x -x -x -x -x oN 44.00' Cl) I j�._. U) 1 11� � x � 1 ' 1 x �2-O-oj I x-x-x - R/W I R/W N89015'44"W 451.45' I 0 X x �I i 205.84' 319.56' ww RIGHT-OF-WAY AND WATER EASEMEl`ST DETAIL SCALE 1" = 50' R/W o a Ln (9 L0 U) X ACHD TEMPORARY \ \ \ \ TURN -AROUND \ A ESMT I.N. 2018-100442 \ PURDEM GULCH r --- _ - -- -- NMID ACCESS EASEMENT DRAIN EASEMENT ' - (TO BE RECORDED) i -- --- -- -- --/-/- --- ---% -/-S88°25'39"E 414.81' _ T-- -- -- -- - - _ \>_ - -- ---- /-- /--/ --� --/-- /--/ - FOUND 1/2", NO L7-A-1ww CAP, RESET ' 205.84' / 484.59` x-x-x-205.84'-xxx-�- •--x-x-x-x x- S89° 15' 44"E 824.06'x-x-xxxxxxx x-x-x_-x W. AVIATOR STREET (PUBEIC) 11 319.56' - R/W R/W 451.45' R/W p (D1, 823.60') Ln co Lo. ° O U • I xl I CURVE TABLE CURVE RADIUS DELTA LENGTH CH. BEARING CH. LENGTH C1 15.00' 065°00'43" 17.02' N33°14'37"E 16.12' C2 50.00' 025°49'23" 22.53' N78°39'40"E 22.34' C3 21.00' 089°09'54" 32.68' S43°50'41"E 29.48' NMID EASEMENT <� PARCEL DETAIL SCALE V = 50' LINE TABLE LINE DIRECTION LENGTH L1 N00° 44' 16"E 46.00' L2 S89° 15' 44"E 32.00' L3 S00° 44' 16"W 46.00' L4 N00° 44' 16"E 23.45' L5 N65° 44' 59"E 24.27' L6 S88° 25' 39"E 34.99' L7 S00° 44' 16"W 4.64' NMID PARCEL 1472 S.F. 0.033 Ac. SEE NOTE: 4 I I 32.00'• • x -- x ---- x CERTIFICATE OF SURVEYOR I, AARON P. RUSH, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR, LICENSED BY THE STATE OF IDAHO, AND THIS MAP HAS BEEN PREPARED FROM AN ACTUAL SURVEY MADE ON THE GROUND UNDER MY DIRECT SUPERVISION, AND IS AN ACCURATE REPRESENTATION OF SAID SURVEY. IT IS IN CONFORMITY WITH THE CORNER PERPETUATION AND FILING ACT, STATE OF IDAHO CODE 55-1601 THROUGH 55-1612 AND TO THE IDAHO CODE RELATING TO SURVEYS. 23.37' 78.26' Instrument No. 2019- S T ATE OF IDAHO, COUNTY OF ADA ss Filed for record at the request of COMPASS PUBLIC; CHARTER SCHOOL, INC. Min. past o'clock M. this day of April, 2019 Phil McGrane By Deputy Recorder Ex-Officio Recorder Fee: 92.91' -_i R/W R/W -� I w I 1 I I co I I V o 1 I I L 1 I O 1 I Oi- ----- I ! Z 1 10.00, 38.99' WATER EASEMENT DETAIL 2 SCALE 1" = 5' INDEX# 314-10-3-0-0-00-00 +, � RECORD OF SURVEY n10. 462 N. BLACK CAT ROAD PROPERTY RECORD OF SURVEY Fl, LOCATED IN THE SW 1/4 OF SECTION 10, TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE MERIDIAN, ADA COUNTY, IDAHO 2019 CP&F INST. NO. 105185212 1/4 s Q' 10 W. PINE AVE. N UNION PACIFIC RAILROAD RIGHT—OF—WAY M O 1 10 W. FRANKLIN RD. 1G 15 CP&F INST. NO. 2018-016068 THIS SURVEY IS BEING RECORDED TO SHOW THE BOUNDARIES AS DETERMINED FOR THE PROPERTY AS SHOWN. PROPORTIONED DISTANCES FOR THE PROPERTY BOUNDARIES ARE BASED UPON THE LOCATION OF THE UNION PACIFIC RAILROAD RIGHT-OF-WAYAS DETERMINED AND SHOWN ON RECORD OF SURVEY NO. 1 1784 AND HEREBYACCEPTED. RECORD BEARING AND DISTANCES SHOWN ARE BASED ON WARRANTY DEED INSTRUMENTS 766848 AND 9155330. EASEMENTS AND RIGHTS -OF -WAY ARE BASED UPON THE INFORMATION PROVIDED IN TITLE COMMITMENT FILE NO. 685238, PREPARED BY PIONEER TITLE COMPANY. 1 LEGEND 0 FOUND 5/8" IRON PIN SET 5/8" IRON PIN WITH PLS 1 1 1 18 PLASTIC CAP u FOUND BRASS CAP MONUMENT FOUND ALUMINUM CAP MONUMENT CALCULATED POINT, NOTHING SET SECTION LINE EASEMENT LINE BOUNDARY LINE PRESCRIPTIVE RIGHT-OF-WAY PROPERTY LINE (100.00') RECORD DATA RECORDERS CERTIFICATE STATE OF IDAHO COUNTY OF ADA SS FILED F R RECORD AT THE REQUEST OF CLINTON W. HANSEN AT MINUTES PAST1� O' CLOCK f-.M. THIS DAY OF 20 . ;N1 EX-OFFICIO RECORDER BY �ll DEPUTY FEE: INSTRUMENT NO 0 ► , CERTIFICATE OF SURVEYOR 1, CLINTON W. HANSEN, DO HEREBY CERTIFY THAT I AM A LICENSED PROFESSIONAL LAND SURVEYOR IN THE STATE OF IDAHO AND THAT THIS RECORD WAS PREPARED FROM AN ACTUAL SURVEY MADE ON THE GROUND UNDER MY DIRECT SUPERVISION AND IS AN ACCURATE REPRESENTATION OF SAID SURVEY AND IS IN CONFORMITY WITH THE CORNER PERPETUATION AND FILING ACT IN TITLE 55, CHAPTER 16, IDAHO CODE CLINTON W. HANSEN 91 Land Surveying and Consulting 231 E. 5TH ST., STE. A MERIDIAN, ID 83642 (208) 288-2040 (208) 288-2557 fax www.landsolutions.biz JOB NO. 19-57 1