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Paramount Point Prelim Plat6'' pi 6'' pi 6'' pi 6'' pi 6'' pi 6'' pi 6'' pi 6'' pi LOT 5 0.83 ACRES LOT 2 0.54 ACRES LOT 3 0.71 ACRES LOT 4 0.36 ACRES LOT 1 0.70 ACRESN00° 31' 43"E 598.06'163.71'148.59' S89° 37' 14"E 303.51'30.00'107.35'162.76'S89° 37' 14"E 2669.41' S89° 34' 52"E 144.83' S89° 37' 14"E 293.50'S00° 31' 24"W 200.58'S 4 4 ° 0 8 ' 2 0 " E 1 4 9 . 7 0 'C1 L2C2C3 C5C6C7C8S64° 0 2' 3 2 " W 1 0 7. 9 4' L4 L356.84'L 5 27.90' S88° 12' 45"W 119.37' NOT A PART LOT 1 - 0.22 ACRES N00° 32' 25"E 220.55'40.00'66.08' 29.50' N89° 21' 24"W 158.52' N64° 0 2' 3 2 " E 1 4 6. 9 2' L6 S64° 0 2' 3 2 " W 1 4 2. 7 3' C10 C11S87° 01' 03"E 120.60'C12113.20'40.19'90.00'80.00'84.00'82.13' 100.01'43.76' 29.50' 29.50'29.50'25'25'29.50'S00°01'19"W 48.97' 144.91'213.10'20.00'20.01'N89° 26' 56"W 254.00'N86° 15' 20"W 225.90'100.96'111.06'18.68'100.69'C1 4C13N90° 00' 00"W 144.88' C9 C4S00° 32' 25"W 263.71'L1 S89° 27' 35"E 181.21'N00° 32' 25"E 162.49'W. CHINDEN BLVD./HWY 20-26 N. MERIDIAN RDLine Table Line # L1 L2 L3 L4 L5 L6 Length 12.01' 84.73' 24.95' 44.20' 42.49' 44.11' Direction S00° 22' 59"W N00° 28' 57"E S45° 45' 33"W N89° 21' 55"W S44° 30' 57"E N89° 22' 25"W Curve Table Curve # C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 Radius 20.00' 46.00' 46.00' 46.00' 20.50' 179.50' 221.53' 28.00' 154.76' 180.00' 208.13' 179.50' 179.50' 179.50' Length 31.56' 33.05' 15.07' 17.98' 14.78' 140.10' 73.50' 40.50' 67.54' 84.04' 89.50' 100.29' 25.37' 14.44' Delta 90°24'41" 41°10'08" 18°46'13" 22°23'55" 41°18'28" 44°43'09" 19°00'36" 82°52'27" 25°00'21" 26°45'07" 24°38'16" 32°00'47" 8°05'54" 4°36'28" Chord N44° 16' 22"W S20° 12' 47"E S09° 00' 50"E S29° 35' 54"E N19° 58' 57"W S21° 47' 18"E S09° 19' 58"E N22° 36' 18"E N76° 31' 31"E N77° 25' 03"E S76° 33' 09"W S15° 26' 07"E S35° 29' 27"E S41° 50' 39"E Chord Length 28.39' 32.35' 15.00' 17.87' 14.46' 136.57' 73.16' 37.06' 67.01' 83.28' 88.81' 98.99' 25.35' 14.43' THE BASIS OF BEARINGS FOR THIS SURVEY IS THE NORTH BOUNDARY OF N.E. 1/4 SECTION 25, TAKEN AS S89°37'14"E PER G.P.S. OPUS SOLUTION PROJECTED TO IDAHO WEST STATE PLANE COORDINATE SYSTEM. BEARINGS ARE GRID, DISTANCES ARE GROUND. 2775 W. Navigator Dr. Suite 210 Meridian, ID 83642 (208) 895-2520H:\!2020\ID-2166-2001 Paramount Fox Run Subdivision\Project Data\02 CAD\2.04 Survey CAD\ID-2166-2001_SHORT PLAT.dwg - Sheet 1 - 5/22/2020 01:49pm, michaelcA PORTION OF THE N.W. 1/4 OF THE N.E. 1/4, SECTION 25, TOWNSHIP 4 NORTH, RANGE 1 WEST, B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO 2020 Surveyed by D. McCarthy in January of 2020. Project # ID-2166-2001 SHEET 1 OF 5 SET 5/8" REBAR & PLASTIC CAP PLS# 8960 FOUND 5/8 REBAR P.L.S. 7880 BOUNDARY LINE SECTION LINE FND. BRASS CAP C.P.&F. # 111067853 EASEMENT LINE FOUND 1/2 REBAR P.L.S. 7880 CORNER PERPETUATION AND FILING INSTRUMENT NUMBERC.P. & F. LOT LINE HO R R O C K SEN G I N E E R SN 0 60'120' SCALE: 1" = 60'PARAMOUNT VERANDA SUBDIVISIONBOOK 110, PAGE 15815-15817PARAMOUNT SUBDIVISION NO. 5 BOOK 92, PAGE 10969-10973 18 17 16 15 14 13 12UNPLATTED SECTIONAL CORNER 1/4 SECTIONAL CORNER 24 19 25 30 24 25 W. CHINDEN BLVD.N. FOX RUN WAY24 19 25 30 FND. ALUMINUM CAP C.P.&F. # 2014-102062 BLOCK 21 3 BLOCK 13 ADJACENT LOT NUMBER PARAMOUNT SUBDIVISION NO. , BOOK 92 PAGES 10,969-10,973 PARAMOUNT VERANDA SUBDIVISION, BOOK 110, PAGES 15,815-15,817 RECORD OF SURVEY NO. 11,371 RECORD OF SURVEY NO. 10,658 RECORD OF SURVEY NO. 5,954 RECORD OF SURVEY NO. 4899 ALTA COMMITMENT FOR TITLE INSURANCE BY FIRST AMERICAN TITLE COMPANY, FILE NO. 4109-3297277, ISSUED NOVEMBER 06, 2019. ADJACENT PARCEL LINE PROJECT LOCATION (HWY 20-26) MONUMENT HAS NO CAP AND IS 0.17' SOUTH OF RECORD POSITION MONUMENT HAS NO CAP AND IS 0.20' SOUTH OF RECORD POSITION ANTICIPATED FUTURE RIGHT-OF-WAY 01 02 03 04 0102 2 1 4 FOR R E V I E W I, FRITZ BROWNELL, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR, LICENSED BY THE STATE OF IDAHO. THAT THIS PLAT OF FOX RUN SUBDIVISION, AS DESCRIBED IN THE CERTIFICATE OF OWNERS WAS PREPARED FROM AN ACTUAL SURVEY UNDER MY DIRECT SUPERVISION AND THAT THIS PLAT ACCURATELY REPRESENTS THE POINTS PLOTTED HEREON, AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODE RELATING TO PLATS, SURVEYS AND CORNER PERPETUATION AND FILINGS. FRITZ BROWNELL P.L.S. 8960 L RVEYORN ORPISSEFLANO A RD REETIGES 698 S U OHADIFOET A TS 0 D F RITZ BR O W N E LLSEWER MAIN EASEMENT PURSUANT TO INSTRUMENT No. xxxxxxxxx 05 WATER MAIN EASEMENT PURSUANT TO INSTRUMENT No. xxxxxxxxx 06 PUBLIC UTILITY AND DRAINAGE PURSUANT TO INSTRUMENT No. xxxxxxxxx 07 03 06 BLOCK 2 BLOCK 1 BLOCK 1 IDAHO POWER PERMANENT EASEMENT INSTRUMENT No. xxxxxxxxx 07 07 P.O.C.1/4 (COMMON) THIS PLAT WAS CONDUCTED AT THE REQUEST OF BVA. THE LOT CONFIGURATION IS BASED ON FUTURE STRUCTURE LOCATIONS. THE MOST NORTHERLY BOUNDARY IS DEFINED BY A 40' OFFSET FROM THE SECTION LINE AS SHOWN. THE WESTERLY RIGHT-OF-WAY OF N. FOX RUN IS DEFINED BY FOUND MONUMENTATION ON SAID RIGHT-OF-WAY. THE MONUMENT DISCREPANCY REFLECTED IN KEY NOTE 02 AND 03 IS THE RESULT OF THE DIFFERENCE FROM THE 40' RIGHT-OF-WAY AND THE FOUND MONUMENTS. SEE REFERENCE DOCUMENTS FOR INFORMATION UTILIZED TO DEPICT THIS BOUNDARY AND SUPPORTING EASEMENTS. P.U.I.D.PUBLIC UTILITY, IRRIGATION AND DRAINAGE EASEMENT P.O.C.POINT OF COMMENCEMENT P.O.B.POINT OF BEGINNING P.O.B.MERIDIAN ROADFOUND 5/8 REBAR NO CAP SET 1/2" REBAR WITH PLASTIC CAP MARKED ESMT PLS 8960 FOUND 5/8" REBAR WITH ILLEGIBLE CAP NOTES SEE SHEETS 2 & 3 OF 5 FOR EASEMENT LAYOUTS AND DIMENSIONS 10' P.U.I.D. 05 06 06 05 04 05 05 05 W PL A Z A S H O P S D R 08 INGRESS AND EGRESS EASEMENT INSTRUMENT No. xxxxxxxxx 08 08 08 6'' pi 6'' pi 6'' pi 6'' pi 6'' pi 6'' pi 6'' pi 6'' pi 6'' pi 6'' pi 6'' pi 6'' pi LOT 5 0.83 ACRES LOT 2 0.54 ACRES LOT 3 0.71 ACRES LOT 4 0.36 ACRES LOT 1 0.70 ACRES 148.59' NOT A PART LOT 1 - 0.22 ACRES 29.50'29.50' 29.50'29.50'25'25'29.50'S00° 32' 25"W 88.16'N89° 28' 56"W 132.51'S45° 00' 00"W 55.26' N45° 00' 00"E 46.27'S89° 28' 56"E 93.75' 10' P.U.I.D. S87° 01' 03"E 413.72' S89° 37' 10"E 311.21'S00° 22' 50"W 348.31'S64° 0 2' 3 2 " W 7 2. 9 5' S75° 57' 3 9 " W 1 3 1 . 0 2 ' S88° 12' 36"W 85.14'N89° 21' 24"W 43.99 N64° 0 2' 3 2 " E 1 3 6. 1 7' C15 S89° 27' 35"E 139.86' S89° 27' 35"E 139.86' L7 L8L9 L 1 0L11 L12L13 L 1 4 N00° 32' 25"E 63.47'S00° 32' 25"W56.25L15 L16L17 S00° 32' 25"W66.99L18 L19L20 S00° 32' 25"W 78.56'L21 L22L23 L24L25L26N00° 32' 25"E 201.61'L27L28 L29L30 L31L32 L33 L34 Line Table Line # L7 L8 L9 L10 L11 L12 L13 L14 L15 L16 L17 L18 L19 L20 Length 10.00' 15.00' 10.00' 42.07' 10.57' 16.03' 9.77' 17.61' 34.45' 15.00' 34.55' 12.00' 15.00' 12.00' Direction 1ƒ : 1ƒ ( 1ƒ : 1ƒ : 6ƒ : 6ƒ : 6ƒ ( 6ƒ ( 1ƒ : 6ƒ : 6ƒ ( 1ƒ : 6ƒ : 6ƒ ( Line Table Line # L21 L22 L23 L24 L25 L26 L27 L28 L29 L30 L31 L32 L33 L34 Length 34.00' 15.00' 34.00' 12.36' 16.91' 24.52' 30.61' 15.00' 30.47' 30.06' 27.97' 5.27' 10.54' 29.48' Direction 1ƒ : 6ƒ : 6ƒ ( 6ƒ : 6ƒ ( 1ƒ : 6ƒ : 1ƒ ( 6ƒ : 1ƒ : 6ƒ ( 1ƒ ( 1ƒ ( 1ƒ ( Curve Table Curve # C15 Radius 218.00' Length 95.65' Delta ƒ  Chord 1ƒ ( Chord Length 94.89'H:\!2020\ID-2166-2001 Paramount Fox Run Subdivision\Project Data\02 CAD\2.04 Survey CAD\ID-2166-2001_SHORT PLAT.dwg - Sheet 2 - 5/22/2020 01:52pm, michaelcA PORTION OF THE N.W. 1/4 OF THE N.E. 1/4, SECTION 25, TOWNSHIP 4 NORTH, RANGE 1 WEST, B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO 2020 SET 5/8" REBAR & PLASTIC CAP PLS# 8960 FOUND 5/8 REBAR P.L.S. 7880 BOUNDARY LINE SECTION LINE FND. BRASS CAP C.P.&F. # 111067853 EASEMENT LINE FOUND 1/2 REBAR P.L.S. 7880 UNLESS OTHERWISE NOTED CORNER PERPETUATION AND FILING INSTRUMENT NUMBERC.P. & F. LOT LINE HO R R O C K SEN G I N E E R SN 0 60'120' SCALE: 1" = 60'PARAMOUNT VERANDA SUBDIVISIONBOOK 110, PAGE 15815-15817PARAMOUNT SUBDIVISION NO. 5 BOOK 92, PAGE 10969-10973 18 17 16 15 14 13 12UNPLATTED SECTIONAL CORNER 1/4 SECTIONAL CORNER 24 19 25 30 24 25 W. CHINDEN BLVD.N. FOX RUN WAY24 19 25 30 FND. ALUMINUM CAP C.P.&F. # 2014-102062 BLOCK 21 3 BLOCK 13 ADJACENT LOT NUMBER ADJACENT PARCEL LINE (HWY 20-26) MONUMENT HAS NO CAP AND IS 0.17' SOUTH OF RECORD POSITION MONUMENT HAS NO CAP AND IS 0.20' SOUTH OF RECORD POSITION ANTICIPATED FUTURE RIGHT-OF-WAY 01 02 03 04 2 1 SEWER MAIN EASEMENT PURSUANT TO INSTRUMENT No. xxxxxxxxx 05 WATER MAIN EASEMENT PURSUANT TO INSTRUMENT No. xxxxxxxxx 06 PUBLIC UTILITY AND DRAINAGE PURSUANT TO INSTRUMENT No. xxxxxxxxx 07 BLOCK 2 BLOCK 1 BLOCK 1 IDAHO POWER PERMANENT EASEMENT INSTRUMENT No. xxxxxxxxx P.O.C. 1/4 (COMMON) P.U.I.D.PUBLIC UTILITY, IRRIGATION AND DRAINAGE EASEMENT P.O.C.POINT OF COMMENCEMENT P.O.B.POINT OF BEGINNING P.O.B.MERIDIAN ROADFOUND 5/8 REBAR NO CAP SET 1/2" REBAR WITH PLASTIC CAP MARKED ESMT PLS 8960 FOUND 5/8" REBAR WITH ILLEGIBLE CAP 2775 W. Navigator Dr. Suite 210 Meridian, ID 83642 (208) 895-2520 Surveyed by D. McCarthy in January of 2020. Project # ID-2166-2001 SHEET 2 OF 5 FOR R E V I E W FRITZ BROWNELL P.L.S. 8960 L R VEYORN ORPISSEFLANO A RD REETIGES 698 S U OHADIFOET A TS 0 D F RITZ BR O W N E LLDETAIL "A" SEE SHEET 3 OF 5 DETAIL "B" SHEET 3 OF 5 05 06 06 07 05 15'FOUND 5/8" REBAR WITH ILLEGIBLE CAP W PL A Z A S H O P S D R 08 INGRESS AND EGRESS EASEMENT INSTRUMENT No. xxxxxxxxx 08 08 08 N88° 12' 41"E 119.08' N64° 0 2' 2 8 " E 1 0 7. 9 4' C16 N89° 21' 28"W 43.98'S88° 12' 41"W 119.21' C17 S64° 0 2' 2 8 " W 1 1 2. 6 8'S13° 18' 17"W17.76N13° 18' 17"E24.46L35 L36 L37L38C18 S89° 21' 28"E 43.77' 6ƒ ( 181.21' N89° 28' 56"W 173.80' S89° 28' 56"E 180.09'S45° 00' 00"W 31.99'S45° 00' 00"W 23.00'L39Line Table Line # L35 L36 L37 L38 L39 Length 11.71' 14.54' 10.00' 12.94' 15.00' Direction 6ƒ : 1ƒ ( 1ƒ ( 6ƒ ( 6ƒ : Curve Table Curve # C16 C17 C18 Radius 134.00' 144.00' 28.00' Length 58.53' 62.82' 1.91' Delta ƒ  ƒ  ƒ  Chord 1ƒ ( 1ƒ ( 1ƒ : Chord Length 58.07' 62.32' 1.91'H:\!2020\ID-2166-2001 Paramount Fox Run Subdivision\Project Data\02 CAD\2.04 Survey CAD\ID-2166-2001_SHORT PLAT.dwg - Sheet 3 - 5/22/2020 01:54pm, michaelcA PORTION OF THE N.W. 1/4 OF THE N.E. 1/4, SECTION 25, TOWNSHIP 4 NORTH, RANGE 1 WEST, B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO 2020 Surveyed by D. McCarthy in January of 2020. Project # ID-2166-2001 SHEET 3 OF 52775 W. Navigator Dr. Suite 210 Meridian, ID 83642 (208) 895-2520 04 SEWER MAIN EASEMENT PURSUANT TO INSTRUMENT No. xxxxxxxxx 05 WATER MAIN EASEMENT PURSUANT TO INSTRUMENT No. xxxxxxxxx 06 PUBLIC UTILITY AND DRAINAGE PURSUANT TO INSTRUMENT No. xxxxxxxxx 07 IDAHO POWER PERMANENT EASEMENT INSTRUMENT No. xxxxxxxxx 07 06 06 07 04 05 06 05 05 04 05 10'15'LOT 4 LOT 5 NOT A PART LOT 5 W PL A Z A S H O P S D RHORROC K SEN G I N E E R SN H:\!2020\ID-2166-2001 Paramount Fox Run Subdivision\Project Data\02 CAD\2.04 Survey CAD\ID-2166-2001_SHORT PLAT.dwg - Sheet 4 - 5/21/2020 02:05pm, michaelcA PORTION OF THE N.W. 1/4 OF THE N.E. 1/4, SECTION 25, TOWNSHIP 4 NORTH, RANGE 1 WEST, B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO 2020 Surveyed by D. McCarthy in January of 2020. Project # ID-2166-2001 SHEET 4 OF 52775 W. Navigator Dr. Suite 210 Meridian, ID 83642 (208) 895-2520 ON THIS DAY OF , 20 , BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID STATE, PERSONALLY APPEARED DAVID W. TURNBULL, KNOWN OR IDENTIFIED TO ME TO BE THE MANAGING MEMBER OF BRIGHTON INVESTMENTS LLC., THE IDAHO LIMITED LIABILITY COMPANY THAT EXECUTED THE WITHIN INSTRUMENT OR THE PERSON WHO EXECUTED THE INSTRUMENT ON BEHALF OF SAID LIMITED LIABILITY COMPANY, AND ACKNOWLEDGED TO ME THAT SUCH LIMITED LIABILITY COMPANY EXECUTED THE SAME. IN WITNESS WHEREOF, I HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL, THE DATE FIRST WRITTEN. STATE OF IDAHO COUNTY OF_____________ NOTARY PUBLIC FOR IDAHO MY COMMISSION EXPIRES: } } RESIDING AT: I, FRITZ BROWNELL, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR, LICENSED BY THE STATE OF IDAHO. THAT THIS PLAT OF FOX RUN SUBDIVISION, AS DESCRIBED IN THE CERTIFICATE OF OWNERS WAS PREPARED FROM AN ACTUAL SURVEY UNDER MY DIRECT SUPERVISION AND THAT THIS PLAT ACCURATELY REPRESENTS THE POINTS PLOTTED HEREON, AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODE RELATING TO PLATS, SURVEYS AND CORNER PERPETUATION AND FILINGS. FOR RE V I E W FRITZ BROWNELL P.L.S. 8960 L RVEYORN ORPISSEFLANO A RD REETIGES 698 S U OHADIFOET A TS 0 D F RITZ BRO W N E LLKNOW ALL MEN BY THESE PRESENTS THAT THE UNDERSIGNED IS THE REGISTERED AGENT OF A REAL PARCEL OF LAND HEREIN AFTER DESCRIBED AND THAT IT IS THEIR INTENTION TO INCLUDE SAID PROPERTY IN THIS SUBDIVISION PLAT. By: _______________________________________ DAVID W. TURNBULL, MANAGING MEMBER BRIGHTON INVESTMENTS LLC PUBLIC UTILITY AND DRAINAGE EASEMENTS ARE NOT DEDICATED TO THE PUBLIC, BUT THE RIGHT OF ACCESS TO AND USE OF PUBLIC UTILITY AND DRAINAGE EASEMENTS REQUIRED TO SERVICE ALL LOTS AND PARCELS WITHIN THIS PLAT ARE PERPETUALLY RESERVED. ALL LOTS IN THIS PLAT WILL BE ELIGIBLE TO RECEIVE WATER & SANITARY SEWER SERVICE FROM THE CITY OF MERIDIAN, AND SAID CITY HAS AGREED IN WRITING TO SERVE ALL LOTS IN THIS SUBDIVISION. IT IS THE INTENTION OF THE UNDERSIGNED TO HEREBY INCLUDE THE ABOVE DESCRIBED PROPERTY IN THIS PLAT AND TO DEDICATE TO THE PUBLIC THE PUBLIC STREETS AS SHOWN ON THIS PLAT. THE EASEMENTS AS SHOWN ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC, HOWEVER THE RIGHT TO USE SAID EASEMENTS IS HEREBY PERPETUALLY RESERVED FOR PUBLIC UTILITIES AND SUCH OTHER USES AS DESIGINATED WITHIN THIS PLAT AND NO PERMANENT STRUCTURES ARE TO BE CONSTRUCTED WITH THE LIMITS OF SAID EASEMENTS. ALL LOTS WITHIN THIS SUBDIVISION WILL BE ELIGIBLE TO RECEIVE WATER SERVICE FROM THE CITY OF MERIDIAN. THE CITY OF MERIDIAN HAS AGREED IN WRITING TO SERVE ALL THE LOTS WITHIN THIS SUBDIVISION. COMMENCING at the northwest corner of said N.W. ¼ of the N.E. ¼, from which the northeast corner of the N.E. ¼ of said Section 25 bears S.89°37'14”E., 2669.41 feet; thence along the west boundary of said N.W. ¼ of the N.E. ¼, 1)S.00°31'43"W., 40.00 feet to a point on the south right-of-way of West Chinden Blvd., also known as U.S. Highway 20-26 as it now exists, being the POINT OF BEGINNING; thence along said south right-of-way, 2)S.89°37'14"E., 303.51 feet to a point on the westerly right-of-way of North Fox Run Way as shown on the plat of Paramount Subdivision No. 5, on file in Book 92, Pages 10970 through 10973, records of Ada County; thence along said westerly right-of-way, 3)S00°22'59"W., 12.01 feet to a point of curvature; thence continuing along a curve to the right, 4)Having an arc length of 31.56 feet, a radius of 20.00 feet, through a central angle of 90°24'41" and a long chord which bears S.44°16'22"E., 28.39 feet; thence continuing, 5)S.00°28'57"W., 27.90 feet; thence leaving said westerly right-of-way, 6)N.44°30'57"W., 42.49 feet to a point which lies 30.00 feet south of the south right-of-way of said West Chinden Blvd; thence parallel with said south right-of-way, 7)N.89°37'14"W., 148.59 feet; thence leaving said parallel line, 8)S.00°32'25"W., 263.71 feet; thence, 9)S.89°27'35"E., 181.21 feet to a point which lies 14.08 feet west of the westerly right-of-way of said North Fox Run; thence parallel with said westerly right-of-way, 10)N.00°32'25"E., 162.49 feet to a point of curvature on said westerly right-of-way; thence along said westerly right-of-way and a curve to the left, 11)Having an arc length of 17.98 feet, a radius of 46.00 feet, through a central angle of 22°23'55" and a long chord which bears S.29°35'54"E., 17.87 feet to a point of reverse curvature; thence continuing along a curve to the right, 12)Having an arc length of 14.78 feet, a radius of 20.50 feet, through a central angle of 41°18'28" and a long chord which bears S.19°58'57"E., 14.46 feet; thence continuing, 13)S.00°31'24"W., 200.58 feet to a point of curvature; thence continuing along a curve to the left, 14)Having an arc length of 140.10 feet, a radius of 179.50 feet, through a central angle of 44°43'09" and a long chord which bears S.21°47'18"E., 136.57 feet; thence continuing, 15)S.44°08'20"E., 149.70 feet to the most northerly corner of lot 12, Block 21 of said Paramount Subdivision No. 5; thence leaving said westerly right-of-way and along the most northerly boundary of said Lot 12, 16)S.45°45'33"W., 24.95 feet to the northeasterly corner boundary of Lot 13, Block 21 of said Paramount Subdivision No. 5; thence along the north boundary of Lots 13 through 18, Block 21 of said Paramount Subdivision No. 5, 17)N.86°15'20"W., 225.90 feet; thence continuing, 18)N.89°26'56"W., 254.00 to the north west corner of said Lot 18 and a point on the west boundary of said N.W. ¼ of the N.E. ¼; thence along said west boundary, 19)N.00°31'43"E., 598.06 feet to the POINT OF BEGINNING. CONTAINING 3.885 acres, more or less. 2775 W. Navigator Dr. Suite 210 Meridian, ID 83642 (208) 895-2520H:\!2020\ID-2166-2001 Paramount Fox Run Subdivision\Project Data\02 CAD\2.04 Survey CAD\ID-2166-2001_SHORT PLAT.dwg - Sheet 5 - 5/21/2020 02:07pm, michaelcA PORTION OF THE N.W. 1/4 OF THE N.E. 1/4, SECTION 25, TOWNSHIP 4 NORTH, RANGE 1 WEST, B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO 2020 INDEX # 414-25-1-3-0-00-00 Surveyed by D. McCarthy in January of 2020. Project # ID-2166-2001 SHEET 5 OF 5 DEPUTY Book of Plats and Pages through . on this day of , 20 , in at minutes past o'clock .M., I hereby certify that this instrument was filed for record at the request of Horrocks Engineers COUNTY OF ADA STATE OF IDAHO Instrument No. . COUNTY SURVEYOR DATE PRESIDENT OF THE ADA COUTNY HIGHWAY DISTRICT BOARD OF COMMISSIONERS CITY CLERK, MERIDIAN, IDAHO DATE COUNTY TREASURER DATE EX-OFFICIO RECORDER I, THE UNDERSIGNED, COUNTY TREASURER IN AND FOR THE COUNTY OF ADA, STATE OF IDAHO, PER THE REQUIREMENTS OF I.C. 50-1308, DO HEREBY CERTIFY THAT ANY AND ALL CURRENT AND/OR DELINQUENT COUNTY PROPERTY TAXES FOR THE PROPERTY INCLUDED IN THIS PROPOSED SUBDIVISION HAVE BEEN PAID IN FULL. THIS CERTIFICATION IS VALID FOR THE NEXT THIRTY (30) DAYS ONLY. I, THE UNDERSIGNED COUNTY SURVEYOR IN AND FOR ADA COUNTY, IDAHO, DO HEREBY CERTIFY THAT I HAVE CHECKED THIS PLAT AND THAT IT COMPLIES WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS. ss} CITY ENGINEER DATE SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13 HAVE BEEN SATISFIED ACCORDING TO THE LETTER TO BE READ ON FILE WITH THE COUNTY RECORDER OR HIS AGENT LISTING THE CONDITIONS OF APPROVAL. SANITARY RESTRICTIONS MAY BE RE-IMPOSED, IN ACCORDANCE WITH SECTION 50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL. I, THE UNDERSIGNED CITY ENGINEER IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO HEREBY APPROVE THIS PLAT. I, THE UNDERSIGNED, CITY CLERK IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, DO HEREBY CERTIFY THAT AT A REGULAR MEETING OF THE CITY COUNCIL HELD ON THE DAY OF . THIS PLAT WAS DULY ACCEPTED AND APPROVED. THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE BOARD OF ADA COUNTY HIGHWAY DISTRICT COMMISSIONERS ON THE DAY OF , 20 . DISTRICT HEALTH DEPARTMENT, EHS DATE Fee } I, FRITZ BROWNELL, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR, LICENSED BY THE STATE OF IDAHO. THAT THIS PLAT OF FOX RUN SUBDIVISION, AS DESCRIBED IN THE CERTIFICATE OF OWNERS WAS PREPARED FROM AN ACTUAL SURVEY ON THE GROUND UNDER MY DIRECT SUPERVISION AND THAT THIS PLAT ACCURATELY REPRESENTS THE POINTS PLOTTED HEREON, AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODE RELATING TO PLATS, SURVEYS AND CORNER PERPETUATION AND FILINGS. FOR RE V I E W