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Home My WebLink AboutROS (2)N. BLACK CAT ROAD(PUBLIC RIGHT-OF-WAY)R/W R/W R/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W WC W. AVIATOR STREET (PUBLIC RIGHT-OF-WAY) W. FRANKLIN ROAD (PUBLIC RIGHT-OF-WAY) PARCEL A 4667 W AVIATOR STREET 421,584 S.F. 9.678 ACRES S89° 15' 44"E 451.45' N89° 15' 44"W 205.84'S00° 36' 41"W 411.41'10 1516 9 23.00' 241.77'205.76'205.84' N00°35'11"E 35.88'N00° 35' 11"E 319.00'S89° 15' 44"E 205.90' (EAST 205.90')PLS 11118N89°15'49"W 412.32'S00° 35' 11"W 732.99'S00° 36' 41"W 319.00'N89° 15' 37"W 206.22' S89°15'44"E 676.38'1493.88'69.53'205.60'73.09' S89°15'44"E 32.00' N00° 44' 16"E 46.00' S89°15'44"E 32.00' S00°44'16"W 46.00' S89°15'33"E 205.90'S89°15'37"E 140.69' N89°15'37"W 65.28' S89°15'37"E 102.95' N89°15'41"W 154.33' 102.95'51.38' S89° 15' 37"E 206.36' 617.38' S89°15'37"E 2640.62' 411.84'1320.31'S00°38'57"W 2653.05'23.37'78.26' N89°15'44"W 101.63' HouseN00° 34' 50"E 810.74'PROPERTY LINE TO BE MOVED PARCEL B 4540 W FRANKLIN RD. 65806 S.F. 1.510 ACRESN00°36'41"E 420.00'N00° 36' 41"E 257.98'Basis of Bearings CR 2018-016068973.97'113.86'1565.22'L10L11L12L1L2L3L4 L51' Witness Corner See Details 'C' & 'D'L6L7 L9 L13 L14 L15 L16L17SEE DETAIL 'A' NEW PROPERTY LINE 22 25 20 20 21 21 27 23 15 15 L19 L20 L21 35.88'35.88'S00°36'41"W 475.00'S00°36'41"W 408.98'L22291.09'46.75'22.6'W 1/16 CORNER S00°36'41"W 2651.30'1087.89'POB Parcel A POB Parcel B SEE DETAIL 'B'124.48'68.81'73.73'186.97'137.90'141.10'(N00°08'20"W 1058.00')Set Cap Set Cap Set Cap Set Cap N00°34'12"E 1052.00'S00°36'41"W 2651.30'908.47' SEE DETAIL 'E' SEE DETAIL 'F'248.40'149.96'412.38'CENTER 1/4 CORNER SECTION 10 ILLEGIBLE CR 2016-011211 15 10 CR 2018-088996S00°32'36"W 2649.55'EL GATO LN. CW 1/16 COR ILLEGIBLE CR 112067279 1318.57'1317.17' S89°11'02"E 2635.74' W 1/4 Corner CR 105185212 9 10 L18 L8 R/W Found Brass Cap Monument Set Copper Cap Monument "FLSI PLS7612" Found 5/8" Rebar, Plastic Cap "FLSI PLS 12464" UNO Found 1/2" Rebar, No Cap UNO Set 5/8" Rebar, Plastic Cap "FLSI PLS7612" Found Chiseled "X" in Concrete Calculation Point, Nothing Found or Set Found Aluminum Cap Monument Record Boundary 1/4 Section 1/16 Section Tie/detail Record Easement Right-of-Way Boundary Section LEGEND Exception Number, see Property Exception List## CD Correction Deed CR Corner Record Instrument No. POB Point of Beginning ROS Record of Survey UNO Unless Otherwise Noted WD Warranty Deed Set 1/2" Rebar, Plastic Cap "FLSI PLS7612" LINE TABLE LINE L1 L2 L3 L4 L5 L6 L7 L8 L9 DIRECTION N00° 38' 57"E N34° 58' 48"E S89° 15' 44"E N85° 01' 37"E N00° 36' 41"E S00° 36' 41"W N89° 09' 23"W S82° 16' 35"E N89° 15' 37"W LENGTH 35.60' 22.08' 139.50' 50.25' 55.00' 155.88' 102.95' 8.17' 94.13' LINE TABLE LINE L10 L11 L12 L13 L14 L15 L16 L17 L18 DIRECTION N89° 15' 44"W N00° 38' 26"E N89° 15' 44"W S89° 15' 44"E S89° 15' 44"E S89° 15' 44"E S00° 38' 57"W S00° 38' 57"W S88° 05' 00"E LENGTH 90.18' 116.50' 151.87' 25.00' 23.00' 25.00' 78.25' 37.24' 0.39' LINE TABLE LINE L19 L20 L21 L22 L23 L24 L25 L26 DIRECTION S00° 36' 41"W S87° 59' 14"E S87° 59' 14"E N00° 34' 50"E N05° 38' 45"W N89° 15' 44"W N89° 15' 44"W N89° 15' 44"W LENGTH 10.97' 26.12' 25.41' 46.75' 0.68' 1.00' 0.94' 0.27' R/W R/WL23 L25L24 L26 S00°38'36"W 5.88' INDEX# FOR FOX LAND SURVEYS 680 #2B S. Progress Avenue, Meridian, ID 83642 208-342-7957 - www.hmh-llc.com ACAD DWG. FILE SCALE:DATE: DR.CK.PLOT SCALE: SHEET OF 314-10-3-0-0-00-00 11August 20201"= 100' 1:1TJFTRCS20009-04 PBA COMPASS PUBLIC CHARTER SCHOOL INC. RECORD OF SURVEY: PROPERTY BOUNDARY ADJUSTMENT Within the Southwest Quarter of Section 10 Township 3 North, Range 1 West, Boise Meridian, City of Meridian, Ada County, Idaho N 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 SURVEYOR I, Timothy J. Fox, 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. RECORD OF SURVEY NO. __________________ Instrument No. 2020-_____________________ State of Idaho, County of ADA ss Filed for record at the request of _______ Min. past __________ o'clock _____M. this _______ day of _____________________________________________________________________ By Deputy Recorder Fee: ______________________ Phil McGrane Ex-Officio Recorder COMPASS PUBLIC CHARTER SCHOOL INC. August, 2020 Y 7612 T IMOTH J F OX.D ERETSIGER PROFOHADIFOET ATS LANOISSE VU RS EYORLAND REVIEW PLOT2020-08-11DETAIL 'A' SCALE: 1" = 2' 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 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. NARRATIVE The purpose of the survey was to facilitate a Property Boundary Adjustment with the Compass School property on the west and the rural residential property on the East. The work was performed for Compass Public Charter School Inc. in the summer of 2020 using GPS and Conventional Survey techniques. Note:The Survey is a continuation of the work performed by Aaron Rush, PLS 12464, from when he was employed by Fox Land Surveys Inc. A few monuments set by Aaron in 2018 and 2019 were destroyed with construction activities. This survey reset an number of monuments previously set as noted on R8 and R10 with my monuments. 1.I found and accepted the Section Corner, three Quarter Corners and one 1/16th corner for this survey. 2.The R-o-W along W. Franklin Rd., S. Black Cat Road and W. Aviator Way was held per the record Deeds, Record of Survey mapping and found Monumentation. 3.The west line of Parcel A, beginning at the Point of Beginning, was set using a best fit line between the found pins along it. Reference R8. 4.The Northeast most corner of Parcel A was set at the point of entry of a found disturbed pin. Its' location conforms with the fencing and deeds. 5.At the west end of Line 7, I held a line parallel with the east line of the SW 1/4 of the SW 1/4 running south to the north R-o-W of Franklin Road thus maintaining a 102.95' wide lot for the east adjoiner. 6.The Southwest corner of Parcel B (Point of Beginning) was set holding a line parallel with the east line of the SW 1/4 of the SW 1 4 beginning at the north end of Line 5. It was placed on the north side of the D4 dedication to ACHD. I found Aaron Rush's disturbed pin in this location. It was illegible. I replaced the pin and set my cap. 7.The Southeast corner of Parcel B was set based upon the R7 record distances from the two adjoining properties to the east and the found aluminum caps at 65'± west of the East line of the SW1/4 of the SW1/4. I set my pin and cap. 8.I set my pins and caps at the corners common to Parcels A and B. 9.I set a number of additional pins and caps along the property lines as requested by the Client. RECORD DATA S1 Chesterfield Subdivision No. 1" Bk. 96, Pg. 11924; 09-29-2006 R1 ROS 1655 for Charles B. Sturgell; 06-18-1990 R2 ROS 3245 for Frank Varriale; 06-26-1995 R3 ROS 4192 for Idaho Power Company; 03-10-1998 R4 ROS 9481 for George & Kathleen Haneke; 06-19-2013 R5 ROS 10683 for Ada County Highway District; 10-31-2016 R6 ROS 11117 for Jerry & Carol Trana; 10-27-2017 R7 ROS 11258 for Ada Co. Highway District; 02-21-2018 R8 ROS 11513 for Compass Public Charter School; 08-29-2018 R9 ROS 11594 for Williams Pipeline: 11-06-2018 R10 ROS 11784 for Compass Public Charter School; 04-08-2019 R11 ROS 11955 for Northern Land Development; 08-06-2019 D1 WD 2018-083763 D2 WD 2020-040714 D2 WD 2015-026910 D4 WD 2015-026909 D5 WD 2018-101096 D6 QC 2019-030220 D7 WD 2017-123974 D8 WD2020-046502 D9 WD 2016-068731 D10 WD 2018-083778 D11 WD 2020-089550 D12 WD 101013657 D13 WD 2018-100444 Property Exceptions List: Recorded documents benefiting or encumbering the property. 15. Permanent Slope Easement including terms and conditions thereof as recorded in Instrument No. 2015-026908 and 2015-026911. 20. Water Main Easement including terms and conditions thereof as recorded in Instrument No. 2018-098367. 21. Temporary Easement including terms and conditions thereof as recorded in Instrument No. 2018-100442. 22. Perpetual Storm Water Drainage Easement recorded in Instrument No. 2018-100611. 23. Williams Pipeline easement location from ROS 11594: 11-06-2018 24. License Agreement including terms and conditions thereof as recorded in Instrument No. 2019-001011. Addendum to License Agreement including terms and conditions thereof as recorded in Instrument No. 2019-016904. 25. Temporary License Agreement recorded in Instrument No. 2019-003094. 27. Pump Station Operation and Maintenance Agreement and Easement for Compass Public Charter School recorded in Instrument No. 2019-0419140. 0 SCALE: 1"= 50 100 200 100' DETAIL 'B' SCALE: 1" = 2' DETAIL 'D' SCALE: 1" = 2' DETAIL 'C' SCALE: 1" = 2' DETAIL 'F' SCALE: 1" = 1' DETAIL 'E' SCALE: 1" = 20'