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Home My WebLink About19945 Middleton_FullApplicationPacketCity of Caldwell INVOICE Permit #: SLS24-000010 Address: 19945 Middleton RD Fee Account Code Amount P&Z Fee - Lot Split Fee 10280 591.00 TOTAL 591.00 XXXXXXXXXXXXN 00°21'47" E 1327.61'N1/4 CORNER, SECTION 30MONUMENT DESTROYED DUE TOCONSTRUCTIONRECORD POSITION PERROS INST. NO. 2022-031749PLS 10729CP&F #2017033080N 89°50'29" W 2638.26'PLS 5081N 49°55'42" W, 0.31'FROM DEED POSITIONN1/16 CORNERSECTION 30PLS 16642CPF# 2019-020624927.63'399.98'110.40'424.65'S 00°21'45" E 193.01'S 55°23'22" E56.55'S 89°50'29" E 424.65'N 00°22'12" E 249.99'N 89°50'29" W 476.99'S 06°45'51" E25.17'S 00°09'31" W 150.01' S 00°09'31" W 150.01'57.55'N 89°50'29" W2103.21'P.O.B.PARCEL A1' WC174.30'174.30'S 00°22'12" W 249.99'19 2030 29P.O.B.PARCEL C20' INGRESS/EGRESS & UTILITY EASEMENTS 00°22'12" W 249.99'123.23'127.12'123.23'179.46'174.30'P.O.B.PARCEL BLEGENDXPROPERTY BOUNDARY LINENEW PARCEL LINEEXISTING WOOD FENCEEXISTING WIRE FENCEFOUND 5/8" REBAR, PLS 8960 OR AS NOTEDFOUND ALUMINUM CAP MONUMENTCALCULATED POINTSECTIONAL LINETIE LINESET 5/8" REBAR/CAP PLS 11574WITNESS CORNERWCFOUND 5/8" REBAR, NO CAP PLACED CAP PLS 11574POINT OF BEGINNINGP.O.B.RECORD OF SURVEY-LOT SPLITFOR ROB NUNEMACHERLOCATED IN THE NE1/4 OF THE NE1/4 OF SECTION 30,T. 4 N., R. 2 W., B.M., CITY OF CALDWELL, CANYON COUNTY, IDAHO2024R1) RECORD OF SURVEY INST. NO. 2003036279R2) RECORD OF SURVEY INST. NO. 2003056062R3) RECORD OF SURVEY INST. NO. 1997027233R4) RECORD OF SURVEY INST. NO. 851147R5) RECORD OF SURVEY INST. NO. 200574215R6) WARRANTY DEED INST. NO. 2022-001963R7) RECORD OF SURVEY INST. NO. 2022-031749REFERENCESSURVEY INDEX NO. 424-30-1-1-0-00-00WWW.SAWTOOTHLS.COMDWG#:CHECKED BY:JOB#:AR124057 FAX (208) 398-81052030 S. WASHINGTON AVE.EMMETT, ID 83617(208) 398-8104DRAWN BY:JB1 OF 1DATE:5/2024SHEET:( FEET )SCALE020408040INCH = 40 FT.AWTOOTSHLand Surveying, LLC124057-ROS THIS SURVEY WAS CONDUCTED AT THE REQUEST OF ROB NUNEMACHER TO DIVIDEINTO THREE PARCELS, PARCEL A AS SURVEYED BY SAWTOOTH LAND SURVEYING ANDRECORDED AS RECORD OF SURVEY INSTRUMENT NO. 2022-031749. THE EXTERIORMONUMENTS WERE FOUND AND ACCEPTED AS SHOWN HEREON. THE MISSINGMONUMENT AT THE NORTHWEST CORNER OF THE PROPERTY WAS RESET IN THERECORD LOCATION.THE N1/4 CORNER HAS BEEN REMOVED DUE TO CONSTRUCTION ON HIGHWAY 20/26AND WILL NOT BE RE-SET FOR SOME TIME DUE TO CONTINUED CONSTRUCTION. THETIES ALONG THIS LINE ARE SHOWN WITH RECORD CALCULATIONS BASED ON THE 1/4CORNER MONUMENTS PREVIOUS LOCATION.SURVEYOR NARRATIVECERTIFICATE OF SURVEYORJEFF BEAGLEY P.L.S. 11574I, JEFF BEAGLEY, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR, LICENSED BYTHE STATE OF IDAHO, AND THAT THIS MAP WAS DRAWN FROM AN ACTUAL SURVEY ON THEGROUND UNDER MY DIRECT SUPERVISION, AND ACCURATELY REPRESENTS THE POINTS MAPPEDHEREON, AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODE RELATING TO PLATS, SURVEYS,AND THE CORNER PERPETUATION AND FILING ACT, IDAHO CODE, AND I DO HEREBY STATE THAT ASOF THE DATE OF THIS SURVEY, APRIL 22, 2024, THERE WERE NO VISIBLE BUILDINGENCROACHMENTS OVER THE PROPOSED PROPERTY LINES OR INTO THE SETBACK LINES. THIS SURVEYDOES NOT CHANGE OR MOVE ANY PUBLIC OR PRIVATE ROADWAY, EASEMENT OR PUBLIC DEDICATEDAREA.5/21/24 P:\2023\1 EMT\124057-HWY20-26-MIDDLETON ROAD LOT SPLIT-NUNEMACHER\Survey\Drawings\Legal Descriptions| 1 Parcel B Description BASIS OF BEARING for this description is N. 00°21’47” E., between an aluminum cap PLS 16642 marking the N1/16 corner of Section 30, and an aluminum cap PLS 10729 marking the northeast corner of Section 30, both in T. 4 N., R. 2 W., B.M., Canyon County, Idaho. A parcel of land being a portion of Parcel A as shown in Record of Survey Inst. No. 2022-031749, records of Canyon County, Idaho, located in the NE1/4 of the NE1/4 of Section 30, T. 4 N., R. 2 W., B.M., Canyon County, Idaho, more particularly described as follows: COMMENCING at the southeast corner of said Parcel A, witnessed by a 5/8” rebar/cap PLS 8960, bearing N. 89°50’29” W., 1.00 feet; Thence N. 89°50’29” W., coincident with the south line of said Parcel A, 179.46 feet to a 5/8” rebar/cap PLS 11574 and the POINT OF BEGINNING; Thence continuing N. 89°50’29” W., coincident with said south line, 123.23 feet to a 5/8” rebar/cap PLS 11574; Thence leaving said south line, N. 00°22’12” E., parallel with the west line of said Parcel A, 249.99 feet to the north line of said Parcel A, marked by a 5/8 rebar/cap PLS 11574; Thence S. 89°50’29” E., coincident with said north line, 123.23 feet to a 5/8” rebar/cap PLS 11574; Thence S. 00°22’12” W., parallel with said west line, 249.99 feet to the POINT OF BEGINNING. The above described parcel contains 0.71 acres, more or less. Sawtooth Land Surveying, LLC 2030 S. Washington Ave. Emmett, ID 83617 P: (208) 398-8104 F: (208) 398-8105 P:\2023\1 EMT\124057-HWY20-26-MIDDLETON ROAD LOT SPLIT-NUNEMACHER\Survey\Drawings\Legal Descriptions| 1 Parcel A Description BASIS OF BEARING for this description is N. 00°21’47” E., between an aluminum cap PLS 16642 marking the N1/16 corner of Section 30, and an aluminum cap PLS 10729 marking the northeast corner of Section 30, both in T. 4 N., R. 2 W., B.M., Canyon County, Idaho. A parcel of land being a portion of Parcel A as shown in Record of Survey Inst. No. 2022-031749, Records of Canyon County, Idaho, located in the NE1/4 of the NE1/4 of Section 30, T. 4 N., R. 2 W., B.M., Canyon County, Idaho, more particularly described as follows: BEGINNING at the southeast corner of said Parcel A, witnessed by a 5/8” rebar/cap PLS 8960, bearing N. 89°50’29” W., 1.00 feet; Thence N. 89°50’29” W., coincident with the south line of said Parcel A, 179.46 feet to a 5/8” rebar/cap PLS 11574; Thence leaving said south line, N. 00°22’12” E., parallel with the west line of said Parcel A, 249.99 feet to a 5/8 rebar/cap PLS 11574 on the north line of said Parcel A; Thence S. 89°50’29” E., coincident with said north line, 127.12 feet to the northeast corner of said Parcel A, marked by a 5/8” rebar/cap PLS 11574; Thence S. 55°23’22” E., coincident with the northeasterly line of said Parcel A, 56.55 feet to the easterly line of said Parcel A, marked by a 5/8” rebar/cap PLS 11574; Thence S. 06°45’51” E., coincident with said easterly line, 25.17 feet to the east line of said Parcel A, marked by a 5/8” rebar/cap PLS 11574; Thence S. 00°21’45” E., coincident with said east line, 193.01 feet to the POINT OF BEGINNING. The above described parcel contains 1.00 acres, more or less. Sawtooth Land Surveying, LLC 2030 S. Washington Ave. Emmett, ID 83617 P: (208) 398-8104 F: (208) 398-8105 C:\Users\agomez\Desktop\Pat Lot Split\124057-Parcel C Description.docx1 Parcel C Description BASIS OF BEARING for this description is N. 00°21’47” E., between an aluminum cap PLS 16642 marking the N1/16 corner of Section 30, and an aluminum cap PLS 10729 marking the northeast corner of Section 30, both in T. 4 N., R. 2 W., B.M., Canyon County, Idaho. A parcel of land being a portion of Parcel A as shown in Record of Survey Inst. No. 2022-031749, records of Canyon County, Idaho, located in the NE1/4 of the NE1/4 of Section 30, T. 4 N., R. 2 W., B.M., Canyon County, Idaho, more particularly described as follows: COMMENCING at the southeast corner of said Parcel A, witnessed by a 5/8” rebar/cap PLS 8960, bearing N. 89°50’29” W., 1.00 feet; Thence N. 89°50’29” W., coincident with the south line of said Parcel A, 302.69 feet to a 5/8” rebar/cap PLS 11574 and the POINT OF BEGINNING; Thence continuing N. 89°50’29” W., coincident with said south line, 174.30 feet to the southwest corner of said Parcel A, marked by a 5/8” rebar/cap PLS 5081, bearing N. 50° W., 0.31 feet from deed position; Thence N. 00°22’12” E., coincident with the west line of said Parcel A, 249.99 feet to the northwest corner of said Parcel a, marked by a 5/8 rebar/cap PLS 8960; Thence S. 89°50’29” E., coincident with the north line of said Parcel A, 174.30 feet to a 5/8” rebar/cap PLS 11574; Thence S. 00°22’12” W., parallel with said west line, 249.99 feet to the POINT OF BEGINNING. The above described parcel contains 1.00 acres, more or less. Sawtooth Land Surveying, LLC 2030 S. Washington Ave. Emmett, ID 83617 P: (208) 398-8104 F: (208) 398-8105