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HomeMy WebLinkAboutC2.3_Final Plat ♦+. v o 0 QC) n M OctC� W v N V W N ■� Z � Q Z 3 . A �Z N w Curve Table Line Table Line Table I.IJ Z W `n ARTISAN � R T T S /� /�T VICTORY T T C T 0 ]� V �/l /� R E T Curve # Radius Length Chord Bearing Delta Line # Direction Length Line # Direction Length � W w t1 1 ►� 1 1 t1 1 V V 1 1 1, 1 1 Vl t1 1 ►� 1 1 1 Z LL' C1 150.00' 106.66' 104.43' S19'44'18"E 40'44'30" L1 N89'36'03"W 51.45' L57 S74'07'16"E 24.35' 'M (� C2 150.00' 104.99' 102.86' N20'03'29"W 40'06'07" L2 S68'51'10"W 50.08' L58 S89'36'03"E 101.15' W a co C3 100.00' 37.61' 37.38' N79'37'33"E 21'32'47" L3 I N49'53'27"E 6.95' L59 S25'06'03"E 16.69' LLl J PLS 7729 46' C4 100.00' 36.90' 36.69' S79'25'22"W 21'08'24" L4 N49'53'27"E 6.95' L60 N64'53'57"E 20.00' ' w -N89'22'03"W 752.06 L • �O T- -_ __ __ __ __ __ O - . - . - . - C5 150.00' 30.70' 30.65' N05'51'25"E 11'43'42" L5 S89'59'34"W 23.88' L61 N25'06'03"W 16.39' SEE NOTE 1 I - - C6 150.00' 29.64' 29.59' S06'03'37"W 11'19'19" L6 S89'58'44"W 8.85' L62 N64'53'57"E 23.02' I C7 113.00' 28.60' 28.52' S75'07'47"W 14'30'00" L7 N89'36'03"W 15.21' L63 S89'36'03"E 28.83' BLOCK 1 N55° 57'\ \� S9"W I I C8 87.00' 34.19' 33.97' S79'08'22"W 22*31'10" L8 N44'48'14"W 18.32' L64 N89'36'03"W 35.62' • I r� � � I 5.36' I C9 15.00' 23.46' 21.14' N44'48'15"W 89'35'37" L9 S45'30'04"W 18.35' L65 S64'53'57"W 14.22' I 1 \ SEE NOTE 9 O o I 3 �O I I C10 15.00' 23.73' 21.33' N45'18'45"E 90'38'23" L10 N89'36'03"W 14.70' L66 N25'06'03"W 9.21' J � F :5 N22 51' 49E • I ° " C11 63.00' 44.80' 43.86' N70'15'42"E 40'44'30" L11 S03'11'14"E 39.75' L67 S64'53'57"W 20.00' • \ • \I ° 26.38' I\`�Q I C12 173.50' 123.37' 120.79' S19'44'18"E 40'44'30" L12 S86'48'46"W 28.00' L68 S25'06'03"E 9.21' • - - - - L12 ° L41 S15° 13' 36"W I C13 126.50' 88.54' 86.74' S20'03'29"E 40'06'07" L13 NO3'11'14"W 109.19' L69 S64'53'57"W 8.17' L43 L42 Q---A L40 28.57' `'. >' • \ I CHECKED BY: 3 4 L39 ° • L37 - �2• ---- - - ------- • L31 C14 126.50' 25.89' 25.85' S05'51'25"W 11'43'42" L14 N06'21'10"E 12.15' L70 N89'36'03"W 90.61' DAVID A. BAILEY P.E. ----- 1 • �� �I DRAWN BY: OE. LOON CREEK LN.(PRIVATE) • �,I C15 173.50' 34.28' 34.23' S06'03'37"W 11*19'19" L15 N83'38'50"W 107.55' L71 N74'07'16"W 12.33' JCM 1 • Q, \ I C16 37.00' 26.31' 25.76' N70'15'42"E 40'44'30" L16 S83'38'50"E 67.81' L72 N00'23'57"E 9.21' --------- - _ _ ri I j L89 L90 M I Ji - - - - - -L 92 - L9-3- - - - - L27 T�L'L29L91 N84 ' 51"W C17 20.50' 6.20' 6.17' S81'44'15"W 17'19'25" L20 N89'59'34"E 18.00' L73 N89'36'03"W 20.00' L26 L28 . I S79° 49' 42'E C18 1 15.00' 2.89' 2.89' S78'36'07"W 11'03'09" L21 N00'00'26"W 20.00' L74 S00'23'57"W 6.00' SEE NOTE 8 35.03' I 1 � C19 87.00' 24.67' 24.59' S76'00'14"W 16'14'54" L22 S89'59'34"W 18.00' L75 N89'36'03"W 178.50' ISEE DOTE 10 I 575° 02' 20"W I I i 558' 11' 17 E fJ L 5 i� 24.32' I 27.66' I I C20 113.00' 44.41' 44.13' S79'08'22"W 22*31'10" L26 N64'02'10"E 9.04' L76 N00'23'57"E 6.00' BLOCK 2 C21 15.00' 23.67' 21.29' S45'11'45"W 90'24'23" L27 S89'22'03"E 111.66' L77 N89'36'03"W 20.00' I J J•1 • I 1 1 I I C22 123.50' 45.57' 45.31' S79'25'22"W 21'08'24" L28 N00'37'57"E 11.00' L78 S00'23'57"W 6.00' OI Z J 9 C2376.50 28.77 28.60 S793733W 213247 L29 S892203E 26.67' L79 N89'36'03"W 9.72' a IL47 1 1 I C24 173.50' 121.43' 118.97' N20'03'29"W 40'06'07" L30 N00'37'57"E 20.00' L80 N00'00'26"W 129.67' I 1 I I I 1 I I 0 S89'36'03"E 37.96' oC25 126.50' 89.95' 88.07' N19'44'18"W 40'44'30" L31 N89'22'03"W 145.65' L81 1 U SEE NOTE 6 I C26 76.50' 28.23' 28.07' S79'25'22"W 21'08'24" L32 S64'02'10"W 16.46' L82 N00'23'57"E 20.00' w LLJ C I 1 I I C27 123.50' 46.44' 46.17' S79'37'33"W 21'32'47" L33 N49'53'27"E 18.00' L83 N89'36'03"W 38.10' N � - 1 SENOTE6� 1 I W 1 I � C28 173.50' 33.67' 33.61' S06'09'44"W 11'07'05" L34 N40'06'33"W 20.00' L84 N00'00'26"W 72.63' � Z 0�0 , j_ _____L49_________� Q 8 1 I 2� I c0 C29 126.50' 25.00' 24.96' S06'03'37"W 11-19'19" L35 S49'53'27"W 18.00' L85 N 89'59'34"E 14.00' Q ^ 00 Fx o BLOCK 1 Q 11 J i t a L36 S48'37'57"W 28.11' L86 N00'00'26"W 23.00' W • - ----------------� J L2 3 W N L5o `Z iL8��° O _ _ I I L37 N89'22'03"W 76.94' L87 S89'59'34"W 14.00' Q O 4 O J F i p L38 N78'07'03"W 12.81' L88 N00'00'26"W 198.69' I ' I 01 (n 14- 1 O 1�1 W O I - - F I SEE NOTE 8 O LEGEND L39 N89'22'03"W 100.11' L89 S89'22'03"E 124.67' (/� N J 1 Z 1 J SEE NOTE 1� N �„ I O I I 1 0 1 1 0 1 I I Z --- --- SUBDIVISION BOUNDARY LINE L40 N00'37'57"E 12.00' L90 S00'37'57"W 5.00' 1 L5 -J j - L83 1 1 1 I I LOT LINE L41 N89'22'03"W 25.00' L91 S89'22'03"E 20.00' I RIGHT-OF-WAY oo I - - - ADJACENT SUBDIVISION BOUNDARY LINE L42 S00'37'57"W 12.00, L92 N00'37'57"E 5.00' N ---_1- - - - - I I - - - - PUBLIC UTILITIES AND DRAINAGE I-' • 1 L811 1 I I EASEMENT (SEE NOTE 1) L43 N89'22'03"W 142.04' L93 I S89'22'03"E 176.07' L5 • 1 8.00' I I ACHD PERMANENT EASEMENT (SEE NOTE 6) L44 S00'00'26"E 111.79' L94 N48'37'57"E 51.78' C' 00 CITY OF MERIDIAN SEWER AND I 8. I I L45 S89'59'34"W 6.00' L95 S89'59'34"W 18.00' • I 1 I I 1 w � I I WATER EASEMENT (SEE NOTE 8) • 1 I - ------------------ EXISTING SANITARY SEWER EASEMENT L46 S00'00'26"E 20.00' L96 S00'00'26"E 20.00' ° JI (SEE NOTES 9 & 10) I o L15 L47 N89'59'34"E 6.00' L97 N89'59'34"E 18.00' 1 I i °J° � , - SURVEY DIMENSION LINE N55° 28' 51"W -L14- 1 0 J 28 52' I ACHD STORM DRAIN EASEMENT L48 S00'00'26"E 100.75' • N14° 26' 57"W SEE NOTE 2 1 L49 S89'59'34"W 121.83' L66 ��23.63' I M I L7 _ _ - _ _ _ _ - -L16- • R S�' - -� 50' 1 LOT NUMBER L50 N89'59'34"E 121.83' I L77 L76 SEE NOTE 8 L73 L72 v6� ° 0 L64 I B�14v�, O ° ° �, S-___ __ _L75 \----L74-�-- ° L71 L69 ° � QV � FOUND 5/8" IRON PIN L51 S00'00'26"E 85.71' L70 E• _ QO WITH PLASTIC CAP PLS 11779 w L78 L68 - - / , - UNLESS NOTED OTHERWISE L52 S89'59'34"W 6.00' o I 1 Q E. PUBLISHER LN. (PRIVATE) -- I °��- I SET 5/8" x 24" IRON PIN • L56 _ '2• L63 • 0 S33° 4 ' 24E L53 S00'00'26"E 20.00' ------- - __ �6 • WITH PLASTIC CAP, PLS 11779 • �S7 • L58 L61 I _ ��• 'g9 24 09 I CALCULATED POINT, NOTHING L54 N89'59'34"E 6.00'I � LA FOUND OR SET \pNP /Vp S 1 I I L I i L55 S00'00'26"E 150.38' `� GENS U FO G�,G SEE NOTE 1-"" S57° 45' 55"W__ff 27.79' SEE NOTE 1--1L56 S89'36'03"E 243.20' p SEE NOTE 6 I 11779 ; \ / O O I j 3 8.00, ' / % C��O9TF OF YM M C C kv\ 1 BLOCK 1 • BLOCK 3 I CODY M. MCCAMMON, PLS 11779 8.00, IDAHO SURVEY GROUP - - - - - - 9955 W EMERALD ST p - -- -- -- -- -- -- -- -- -- -- -- -- ---L- - O J_-- -- -- -- BOISE, ID 83704 UNREADABLE S89'36'03"E 752.03' o NO CAP 0 37' j SHEET 3 OF 5 j NOTE: e SEE SHEET 1 OF 5 FOR NOTES. alley Engineering, Inc. 0 CIVIL ENGINEERING I PLANNING I CADD 1119 E.STATE STREET, SUITE 210 TEL 208-938-0013 EAGLE, ID 83616 www.baileyengineers.com . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DATE: 10-13-2023 PROJECT: C2021-027 THE PLAT HAS BEEN ADDED TO THE DRAWINGS SHEET FOR REFERENCE PURPOSES ONLY. FOR EXACT INFORMATION REFER TO THE RECORDED PLAT OF ARTISAN VICTORY MARKET. 2e