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09-Compass School Building Expansion Recorded PlatEL GATO LANE g CR 105185212 t` W. PINE LANE 10 N 0V LO FOUND 1/2" PIN, E PLACED CAP x_), -x -SNP x -x -x -x --x -x WC S890 15' 44"E 701.38' 25.00' 264.79' I 205.75' LO FD x 00 OLD co FOUNDATION 0 x REPI O rE O 25.00' CAP z f •WC 174.87' N89° 15' 44"W 199.87' a! I N00° 38' 26"E 116.50' Ib 0 ri Ln N w co o 0 0 z Iti I ri I~ rn 9 N890 15' 44"W 90.18' ,fTED )N NoT P, V:)O" 1318.57' 0.57' NORTH, PLACED CAP FOUND 1/2" PIN, PLACED CAP M 16 Cl) N I I FOUND I BENT 1/2", o REPLACED LO WITH 5/8" 1 � OLD PARCEL BOUNDARY (TO BE co REMOVED) U) I PARCEL 'A' O ? 312,946 SF 00 N 7.184 ACRES 205.84' 1 FENCE IS 1.4' SOUTH & 1.6' WEST NEW PARCEL FENCE IS BOUNDARY 1.5' WEST \ N890 15' 44"W 205.84' D T \ \ N P \ vNoT zo \ 0, :;t ao \ Q PRT o L6 N890 09' 23"W \ \ 102.95' 00 \ \ 00 6 \ \ w r` \ \ t�.n w \ M SEE \ 00 h O Z NOTE 4 D M I \ UN O WILLIAM'S \ \ \ \ NOT p4) z PIPELINE ESMT. \ \ QPR SEE NOTE 6 \ \ .- SHOP 80 rn O r- LO PARCEL 'B' (0 M M \ \ \ \ 118,737 SF ° D N \ \ rn 2.726 ACRES p �ECO UN t.IOT P 90-1 \ \ M I _x_ ° \ POB PARCEL W RNV 0 N00°34'50"E 46.75' i -A 496.25' N89° 15' 37"WJ 94.13' CW 1/16 CORNER CENTER 1/4 CORNER CR 112067279 SECTION 10 S89°11'02"E 2635.74' CR 2016-011211 1317 17' - - - 0 00 RNV RNV UNION PACIFIC RAIL ROAD RIGHT-OF-WAY i i 19 N 0 C2 - - - - - _PARCEL 'A' PLACED CAP i N890 15' 37"W F p N820 16' 35„w 94.13' 8.17' _ 0.42' W. FRANKLIN ROAD DETAIL 'A' 0 2.5 5 10 SCALE: 1 "= 5' in rn PARCEL 'B' w ----------- d- zo cM o POB z PARCEL 'B' • N8T 59' 14"W 51.53' cD SEE NOTE 5 0.33' W. FRANKLIN ROAD o,\ r----, WILLIAM'S DETAIL'B' (n \ \ S� HEDI PIPELINE ESMT. SEE 1 0 2.5 5 10 \ I NOTE 6 SCALE- 1 "= 5' ESMT (E1) PLACED SEE CSEE DETAIL'B' FENCE IS i -L DETAIL 'AESMT (E2)\ 0.5' WEST 154.33' N00°36'41 "E • • , „ • F W 1/16 CORNER 37.02' �, S890 15 37 E CR 2018-016069 =05.16' 1320.31' 10 CR 2018-016067 0_1POB N870 59' 14"W - - -LE - - - 15 PARCEL'B' 51.53' S89°15'37"E 2640.62' W. FRANKLIN ROAD BASIS OF BEARINGS 77 0 15 30 30 SCALE: 1 "= 30' CERTIFICATE OF SURVEYOR 1, 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. L \ ENS 2464 a cP 10 �9 TF 0 F \R©N P. RECORD OF SURVEY NO. �� J Instrument No.�b�;� STATE OF IDAHO, COUNTY OF ADA ss Filed for record at the request of COMPASS PUBLIC CHARTER SCHOOL, INC. Min. past A o'clock -,k, M. thl day of August, 2018 Byu� Fee: W LEGEND BOUNDARY - - - SECTION ---- --- 1/4SECTION 1/16 SECTION -- - - - - RECORD BOUNDARY - - - - - - - - - RECORD EASEMENT RAN RIGHT-OF-WAY x- x- x x- x WIRE FENCE WOOD FENCE VINYL FENCE TIE/DETAIL FOUND BRASS CAP MONUMENT FOUND ALUMINUM CAP MONUMENT ® FOUND 1" PIPE DO 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 RECORD 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 (E1) PERMANENT SLOPE EASEMENT I.N. 2015-026911-104-02-2015 (E2) PERMANENT SLOPE EASEMENT I.N. 2015-082161-109-03-2015 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 75WIDE, BEING 20' SOUTHWESTERLY AND 55' NORTHEASTERLY OF CENTERLINE OF THE ORIGINAL 22" MAINLINE, AS FIELD LOCATED BY WILLIAMS PIPELINE. 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. INDEX# 314-10-3-3-0-00-00