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HomeMy WebLinkAboutTwo Creeks at The Preserve, a PUD- Preliminary Plat, 3-24-25 c\ C2 HMH \ Line Table Line Table Curve Table Line# Direction Length Line# Direction Length Curve# Length Radius Delta Chord Bearing Chord Length \x\) ) \ The Falls at Li N49°59'05"E 5.91' L21 N35-09-33"E 152.7T CI 20.a0' HOW 10°3T25" N76°31'18"E 20.37' /��^^ engineering the Preserve, I.2 N77°2336"E 41.01' L22 N06°75'I5"W 116.75' C2 455� 40.00' 65°13'02" N76°06'33'W 43.11' -Boundary Line a PUD L3 N64.1 F07"E 33.21' L23 N31°41'15"W %.68' C3 105.78' 39.88' 151°58'15" NO3°54'54E 77.39' -Parcel Line N \\\ \ I / Unplatted 94.36' 89°06'27"L4 N48°2T57"E 144.50' L24 N23-18-07"W 79.83' C4 146.75' S32-20.04-W 132.40' R1W _ RI t-ot-wayLine CenterLine 680 S. Progress Avenue, L5 N14°38'03'W 54,55' L25 N07-53-37"W 104.00' C5 22.OV 15.79' 80°09'20" N52°44'54"E 20.33' tzj Ali I n\I \ 0 100 200 TR -- -Ed aeons eledRe Suite 2B, Meridian, ID 83642 L6 N07°19'IH"E 51.51' L26 N09°29'S9"E 45.50' C6 717.59' 64.OI' 105%5'21" S24°28'll'W 101.74' \\ \� � ETR -Edge of Traveled Roadway 10 \\\� \\\\ I N64°41'40"W 75.04' L7 N40°03'll'V 73.30' L27 N60-52-47"W 49.59' C7 141.01' 168.96' 47°49107" N43°25'19"W 136.%' ----X -Existing Fence (208)342-7957 2 \\ �\ 96 LH N23°03'19"W 84.14' L28 N32-38-14"E 26.20' CS 152.53' 210.99' 41°25'09" S3r43'l6"E 149.23' TOE -Tce OfSlo Scale in Feet ti3�' � L9 N53°I873'E 34.65' L29 N12°01'22"W 48.84' C9 237.71- 300.W 45°2356^ N72°3552'E 231.54' TOP -Top ofGmdebreak N X �6•�3 M LIO NOPW58"W 49.95' L30 N34°5230"W 34.75' C10 73.30' 1050.00' 4°00'00^ N86°4TWW 73.29' $g -Existing Sewer Line ra \\ S89°11'43"E 239.97' Lot 10 LII N45°20'S7"E 42.OT I.31 N12°40'27"W 94.78' CII 157.78' 250.00' 36°09'40" S70°3T20"E 155.18' -Existing Wetlands \ 74+- , 1661 wa. 0.53 Ac. - LI2 NI1°3708"E 5853' L32 N43°31'15"W 449.20' S -Open Space/Non-Buildable Lots \ � Lot 13 � Lot I I �\ ��' LI3 N38°79157"W 50.12' L35 N56°22'27"W 79.39' RECEIVED \ 0.42 Ac. Lot 12 ? 0.26 Ac. - L14 N23°4420"E 28.4 r L36 NO3°58'39"E 39.03' ® -Communication Vault �y 1 0.40 Ac. LIS N06°13'16"E 23.54' Liz NIS°27'44"W 144.74' ® -Gate Post 5•x ` N11°22'52"W 46.99' M1V 47.84' 138 N65°40'25"W 72.89' -Deciduous Tree CITY OF TWIN FALLS 2] I116 N14°58'45' I ENGINEERING DEFT. L17 N14-19115"E 70.66 L39 N49°53'04'E 132.72' O -Sewer Manhole Lot 14 / LI8 N89°2637"W 14.21' T^ \� 0.37 Ac. / / v 1 L20 N74°3 OVE 35.20 \ / 3531�- � 275+- Lzo Sol°0906^E 61.6R' -Proposed Decomposed Granite Sidewalk 167'+- < /' N05o38'46"E 134.28' W y -Proposed Storm Water Basin Su re a \) Let 15 4 a Lot 8 s -Proposed Sewer Line W 0 Subdivision: } i www- -proposed Water Line 0.34 Ac. r M r 0.32 Ac. The Springs at / / Proposed Irrigation Line .--i the Preserve, / 1621+- a PUD 'Lot 16 i / fir v� + 6yh 0.32 Ac. Lt 7 U d 0.27 Ac I04 r �I L Cot 6 Lot 17+� �r �aa• �_, 0.29A d 'y r c. +' 0.28 Ac. w d L18 L1 fl4P/l w ll y O 9 Lot 1c �- o� CP�` U e\ 1 0.31%c. y�+ of L1 tI3 Lot 4 r' v UO Ci a 1 266'.ti j 0.31(+c. + /n^ Snake RNer 's-' VOl Cd Lot 19 0.28 Ac. n w 1 0 0.34 Ac. i' � �.+ � ,� --g / Unplatted Lot 5 0.26 Ac 3 FL O W ./� 36 S6 �' �+ t7' 2 6,104j„ Lot 20 5`0.32 Ac. 0 / 'zx. /� 3 zSl, 47 0 r rj 0.38 Ac. 90 +/ Lot 21 i �%\ o\`\iox ` 0.31 Ac.,1r 3 / �� 4801n ` r/4 F/7 4ot 27 r 0.28 Ac. Lot"-4 IA 1 _ Lo�22 0.2A 10.27 A " ® v2 Lot 41 �4 \. Lot 26 ,yN 3 0.24 Ac. orfi i � ;1 0.30 Ac Let 4Q � ®® ��SPi IF i, Lot 5 Lei 23 9 0. A. i, J;`\\��• 3 ®EiB� rA'(CGfT1I7 ' __ Lot 4 `,,�% Lt 2 `.� \k r \\v s, VICEITV MAP Un fatted ° ! .14 Ac. t 0.29 Ac. Lot 38 \ v, �592 \ P / 0.22 Ac. </ > z Lo[I 0.18 Ac. 62\ 8k Lt 3 Lot 6 "• _ 0.37 Ac. 0.13 Ac. _ 014 Ac �\ Lot 3�` Lot 37 6, OWNER/DEVELOPER Lo\l\2 +z ` g6"'s, ) `.0.16Ac. \ 6 ' ` . Preserve PUD, LLC 7 \� \ Lot 4 :' Lot 36 `ry. an Idaho Limited Liability Company Ac. \\\ �, 0.17 Ac. Ix' 313 N. Main Street Le 1 f 1 '6p o` w. 0.17 Ac. t`. �j�`C \ Lt 35 / s;, Hail ID 83333 /��'�/ Mark Kelly Drawing Scale: 1:100_XREF ot 0.18 Ac. O; 0.18 Ac.�`� \v/ Lot 34 4 x I sS0o2 mark928-7P 59 p Design By: DB �' � 0.18 Ac. d mark®trium h rou co Loi 81 y'` Lot 9 x tl Lot 6 /Lot 10 Lt 33 / 'f9�.� 1c \5`10.13 Ac v 0.25 Ac. C 3x \\ ENGINEER _I -_ 0.18 Ac. 0.18 Ac. 2\\ a 6 Checked B CB ' \ L�12, *° P Lt 32 �6'd" y' �. 8�\ HMH engineering 0.17 Ac. \\ �\\ 112 E. Shoshone Street, Suite 4 �� / w i L[2i5 C -ss•+ / 0.15 Ac. `�` L-383301,• •; ' oti-*- Lot 13 ^'«`r Lot 31 2o-x- 8` Twin Falls, ID P.E.LT 2a £� i Lot�1 - Lot 8 0.18 Ac. , 'O // \ ""'�� 0.17 Ac. / � \�� Aaron Wert, E. Drawing Name: D23045-V-P[elimPl 3 i - I 1 0.13 ' / ay, ) 208-358-8900 Ac. 1 0.21 Ac. i t(,' / .` .,, Lt 30 I I t1r+ / Lot 14 x awert®hmh-Ilacom Plot Date: 3/17/2025 ' / Lot 1�� �� /0.19 Ac. Lot 29 0.16Ac. '++ , 0.18 0.21 Ac. 0.18 Ac. SURVEYOR 30 7 `\ \ \ Lot _ - 0.30 Ac. - Q .Lot 18 H- S HMH engineering g'y 76• y9+- 0.18 Ac' \\; `,A 1 Lat 13% rx� 0-2�Ac. ,y 0.17A ao,\ \ d 9 9 \ Lot \ of 27 �60 680 S. Progress Avenue, Suite 2B `.�ssoIOCk ---- op4 Ac. Lat 20 =,x ll, of 22 Lt x Imo'+- { Lot 16 '� li / 0.24 Ar�.>r w-`\zv x�` 0\�Ao. 66' `\ 83642 #•\` 0A Ac `� _ Lt 26 Meridian, Kr 0.20 Ac. ' I / .° `��-\ '� \ Travis L. Krupp, P.L.S. zxPo 0.17 Ac Lot 20 Lt 19 rre 3 '"dt 1 4i Lot 17 Lot 21 �*. k' x�ai``,•0.19 Ac. \ \ 208-342-7957 0.16 Ac. Lot 18 E � 1 6, /\ \ k ; }.16 Ac. Lot I6 Lot 15 9x, 0.26 Ac. 7 \ "" L[25 tkrupp®hmh-Ilc,com ` °' ` Lt j0 �4 O.D�B Ac. k�` n O.IS Ac.Lot 13 \\\ x• Z� e LAND USE SUMMARY I /�024 A3\ yn5a1 I .. - Family ` i .2) c. 11 ---------------- - ..._._..... ..............-.', 7 �i/ 017 Aq�ti•\ � Total Area: 43.15 acres ...... .�� :. \` Ex sProposed ng dUseSe Vacant/Posturet le milDwellings N88°42'10"W 660.16'- \ ..-._ ---_ - - -- + Existin Zoning R2 PUD R4-Medium Density / w t� -w-JL - _w- - - - - �I=-� / 9 9 n Y - u e-w- -` w � =N84°42'10 W 545.30' "-- Proposed;9\y'�/ /jf __ Se Zoning No Change Requested 7 �- Setbacks: Setbacks shall conform ------------__--- ubdiv+sioi+ - - H�--tv- b II rm to \ \/ _ _ -_-__ - -w=Ty = Preserve PUD #261/R4-Medium Density / Sewer & Water City Sewer & Water Utilities Underground Power, Gas, N, SHEET and Telephone PHASE DENOTATION Block 1&2 - Phase 1 1 Of 1 Block 3 - Phase 2 Block 4 = Phase 3