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Final Plat - Main Sheet
M D JIL MEADOWS SUBDIVISION PLAT SHOWING A PORTION OF THE SE 114 OF THE SW 114 OF SECTION 31, T 3N., R. 1 E., B.M. CITY OF MERIDIAN COUNTY OF ADA STATE OF IDAHO 2025 18 SHAFER VIEW ESTATES BLOCK 1 14 13 ❑4 i N i SEE NOTE 14,, S 89°51'33" E 1000.96' C-S 1/16 COR. CP&F No. 2024-015877 P.0 B. L 1 130.68' L2 L3 156.96' 304.08' 249.08' 101.41' F O 10' PUBLIC UTILITIES EASEMENT (TYP.) OSEE NOTE 4 10' PRl VA TE IRRIGATION EASEMENT \ O O N 30' RIGHT OF WAY ACCESS TO lRRIGA TION� \ Ncn° \ J `O o PUMP EA SEMEN T T.B.V. SEE N 0 TE 16 r' �_ \ RECORD 30' ROAD RIGHT OF WAY °� O O °� ( > \`9 Q OF EASEMENT (T.B.V.) SURVEY L 13 L26 No. 15008 145.94 - 144.58' / \ \ �" 0 30 60 120 O -N 894959" W 185' 85' N 8949S9" W- o o �G1� C21 10' PUBLIC UTILITIES EASEMENT (TYP.) 38, 1" = 60' �o SEE NOTE 4 Lr) Q o 0 / O N d. v- c_o O2 J 13 N O `� N -N 89 49'59" W -� I LEGEND r1i L-w 245.55' j L N 89 4959" W J N BOUNDARY LINE BLOCK 1 O BLOCK 2 265.95' SECTION LINE W N 89 4959" W N 89 4959" W �`j o �p - CENTERLINE ; .9� -1454' ' W o \ G `� LOT LINE O O O 144.71 O o O d O EXISTING PARCEL LINE of O 6, =: a 6 S 00°10'01" W h G� N 00°10'01" E EASEMENT O m O ., ZO3 o PRI VA TE /RRIGA TION J o Ki r 70.27 70.27EASEMENT � 5' PUBLIC UTILITIES EASEMENT (TYP.) 10' PUBLIC UTILITIES EASESEE NOT�4 lj ��������`�J-/"� EASEMEN FIRE RANT/SEWER N 894959" W 949'59" W SEE NOTE 4 FOUND ALUMINUM CAP UNPLATTED 145.94' 4L19 ' N 894959" W 283.29' (�j N 894959" W 30341' r- IN ASPHALT, AS NOTED 133. 70' O SEE NOTE 14 L11 L10 FOUND 2" ALUMINUM CAP, PLS 11463 sEE NorE 14, \`, 189.74' O r 90.77' C17 L12 C10 N 89 49'S9" W 139.37' h N 89 49'S9" W 428.30' C8 11 L7 "� O 2E ALUMINUM CAP- IRON , PLS 11463 SEE NOTE 14 - �- - - - N- � - - - - - n C9 _ C4 4 9 SEE NOTE 14 S 89 49'59" E 183.44' h N 89 4959" W 472.38' E ESCALATION DR. MAIN�NENCE AIN (T.B. V.) TO BE VACATED, SEE NOTE 16 EASMENT, P.O.B. POINT OF BEGINNING 30' ACCESS EASEMENT (T.B. V. N 89°49 UNPLATTED 59" W 346.90' N 89050'04" W 308.87' C2 NPLATTED C5 C6SEE NOTE X LOT NUMBER, MONDT MEADOWS SUB. '1 LOT NUMBER, SEE NO TE 16 O UNPLA TTED �- -A LO ❑1 SHAVER VIEW ES TA TES 30' ACCESS EASEMENT (T.B. V.) UNPLATTED SEE NOTE 16 T.3N. T.M. e , „ Cl R.1 W. R.1 E. N 75 06 43 w BASIS OF BEARING B.M. B.M. 94.J9 i S 89°4224" W BETWEEN FOUND Lw 0i MONUMENTS AT THE SECTION SECTION COR. � CORNER COMMON TO 36, 31, 1 & 6 Q 2-1/2" CAP, AND THE 114 CORNER COMMON TO PLS 7323 1/4 COR. SECTIONS 31 & 6. CP&F No. 2019-015470 BASIS OF BEARING 3 PLS4" CAP 459 36 31 N 89 4224" W 2490.40' T.M. R.1 E. B.M. CP&F No. 100015671- 31 - - - - - - - - - - - - - LINE TABLE 1 , 6 T.2N. RA E. B.M. 6 LINE BEARING DISTANCE L1 S 89°51 '33" E 19.00' R.1 W.T.2N. T R.2N. .1 E. � L2 S 89°51 '33" E 20.02' B.M. B.M. L3 S 89°51 '33" E 19.73' CURVE TABLE L4 S 00°16'52" W 23.50' L5 S 00°04'58" E 23.50' CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE L6 N 00°10 ,27„ E 23.50, C1 523.50, 133.61 , 133.25, N 82°25,25„ W 14°37,23„ L7 N 00°10 01 E 23.50 C2 476.50 122.44 122.10 N 82°28 24 W 14°43 21 SURVEYOR'S NARRA TI VETHE PURPOSE OF THIS SURVEY IS TO SUBDIVIDE THE PARCEL L8 N 75°06 43 W 94.35 C3 500.00 127.47 127.12 N 82°24 55 W 14°36 25„ AS SHOWN PER IDAHO CODE 50- 1301. l FOUND AND HELD L9 N 75°06 43 W 94.35 C4 500.00 128.47 128.11 N 82°28 21 W 14°43 16„ MONUMENTS PER R2 TO RESOLVE THE EXTERIOR BOUNDARY. Digitally L10 N 00°10'01 " E 10.25' C5 476.50' 121 .61 ' 121 .28' N 82°25'25" W 14°37'23" g y 1-1 1 S 00°10 01 W 10.00 C6 476.50 69.36 69.30 N 85°33 53 W 8°20 26" signed by , „ , , , , , „ , L12 N 89°49 59 W 28.48 C7 476.50 52.25 52.22 N 78°15 12 W 6°16 57„ JIL , „ , , , , , „ , „ L13 S 00°10 01 W 12.77 C8 523.50 128.64 128.31 N 82°09 05 W 14°04 45 Nathan J. Dang � G� , „ , , , , „ „ L14 N 00°10 01 E 85.55 C9 523.50 5.87 5.87 N 89°30,43 W 0°38,31 Dat .� L15 S 00°10 01 W 83.50 C 10 13.00 8.34 8.20 N 18°13 22 W 36°46 45 , „ , , , , , „ , „ L 16 N 00°10 01 E 83.50 C 1 1 23.00 24.17 23.08 N 30°16 35 E 60°13 08 REFERENCES „ L17 S 00°10 01 W 83.50 C12 52.50 49.37 47.57 N 33°26 52 E 53°52 34 R1 = SHAFER VIEW ESTATES. „ P.L.S. 1©��7:� L18 N 00°10 01 E 83.50 C13 52.50 82.35 74.16 N 38°25 39 W 89°52 27 BOOK 84 OF PLATS, PAGE 9403-9404. L19 S 00°10'01 " W 13.24' C 14 52.50' 86.19' 76.83' S 49°36'07" W 94°04'01 " '-07'00 9�AN J.DP� L20 S 49°46'28" W 33.58' C15 52.50' 57.38' 54.57' S 28°44'30" E 62*37'14" R2 = RECORD OF SURVEY No. 15008 L21 N 89°49'59" W 139.36' C16 23.00' 24.17' 23.08' S 29°56'33" E 60°13'08" ,� , �, R3 = DEED INST. No. 2021-049475 `l T F L22 N 49°26 26 W 33.58 C17 13.00 8.62 8.46 S 19°09 25 W 37°58 48 �� Cy ACCURATEJOB NO. L23 N 00°10,01 „ E 13.24, C 18 181 .50, 74.95, 74.42, S 1 1°39,48„ E 23°39,38„ Q y „ , „ , � � O 24-244 L24 N 00°10 01 E 83.50 C 19 200.00 74.56 74.13 N 10°30 49 W 21°21 40 SURVEYING & MAPPING L25 N 00°10'01 " E 83.50' C20 218.50' 74.28' 73.92' N 09°34'19" W 19°28'41 " F- I ro DRAWN BY: L26 N 00°10'01 " E 12.77' C21 52.50' 275.29' 52.15' N 89°50'01 " W 300°26'19" zC- F 1520 W. Washington St. ARO N �v Boise, Idaho 83702 (208) 488-4227 SHEET: NOTE: SUBDIVISION NOTES ON SHEET 2. J' www.accuratesurveyors.com 1 OF 4 E R � � C