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HomeMy WebLinkAboutThe Springs at The Preserve AMENDED PLAY OF PARK RIDGE SUBDIVISION THE SPRINGS AT THE PRESERVE,A P.U.D. f0000-829686 Located In 34 35 S89'55'02"E 2611.08' 35 A Portion of Gov't Lots 3&4 and the FOUND ALUMINUM CAP S89'55'02"E 614.00' — S4455b2t 2 4 3/ 2 9.90' FOUND 5 8 REBAR N ,Section 2 ;., C.P.12018-011861 /" REAL POINT OF N1'03'34"E f57895F, Lot 12 Lot 13 it�392sF Lot 15 C. 8335790 Township10 South Range 17 East Boise Meridian UNPLATTED 11,979S.F13,138S.F. 18,328S.F. SO"04'S81V Twin Falls County,Idaho BEGINNING 180.03' 154 1553 172.89' 545 ,549 s C66 Lot lol, UNPLAT7E0 2019 S89'55'02"E 631.76' 18,032 S.F. Lot 16 89"55'02"E 301.11' C Sheet List Table 1550 /3,084 S.F. [7 Lot49 Lot 10 Lot 19 Lot 20 Sheet Number Sheet Title \ Lot 9 w Lot 17 14,465S.F. 17,283S.F. 1 OF 7 PLAT FACE fe,121 S.F. 14,098 S.F. 18,040S.F.w �� 13,214$.F �t Lot I ssm Lot 18 �- z°°SN Lot 21 �� 2 OF 7 SHEET 2 `\ ' 14,780 F Lot 8 i 2zoe1 s.F. 3 OF 7 SHEET 3 Lot 8 1$000 S.F. a^ G r 5� ' t11,�449S.F �r 1f,657S.F. a �j ss`' G,� h .► LSCj 4 OF 7 SHEET 4 Q4 Lat 7 s �(1w, Lot 7 1Lunt 0000 S F �� CO 2p2s �"" L6 5 OF 7 CURVE&LINE DATA NORTH \\ 2`P12,osos.F 12,01OS.F. ,�s� l Lot 23 Lot 22 n 6 OF 7 CERTIFICATE OF OWNERS Lot 6' Lot 6 '� Lot 13 7' 17,390S.F. 20,816S.F. 0 75 150 300 ,. ,� 7 OF 7 ACKNOWLEDGEMENTS 12,o2s s.F A 17,efos.F 3,000 S.F. ' A 3 Lot 24 Lot 26 r- SCALE IN FEET m 17,800 S.F. 23,714 S.F. > Lots �t 14y ✓ Survey References :2 \ F\\.\ 1ZO25 S. 12efo5. . 13,000 S.F ✓ o Lot 25 sa1 <,p M 1. "WORKMAN OFFICE CONDOMINIUMS, Legend o Lo[ w� s Lot 4 Lot 15� Lot 27 a o fe,2aes.F. A PUD"#2019-002728 1$025 S. - \ 12,8f0 S.F 13,000 S.F. m ea 22,N3S.F. 2. #2018-016980 ' \\ \ �m' m �O 3. CANYON VILLAGE SUBDIVISION NO. SU13DMSION BOUNDARY LINE s A Lot 3" aLot 3 Lot 16 2,A PUD"#2016-014585 a BLOCK 1 1Z025s.F ',� 12,eeaS.F. /$o00s.F. sy Lot 28 SECTION LINE 0 4. 2014-001587 y �. Lot 2'r ''row 9. 21,888S.F. G 5. "CANDLERIDGE EAST SUBDIVISION"- EASEMENT LINE --- ?v Tract A \ 12,024S.F Lot 2 Lot 17 #2005-016975 >-a 19.83AC. i`-, 18,8/8 S.F. 17,846S.F. 6. #2005-007713 ___. _.—_—_——— Of N o \\ Lot 1 s 7. #2004-004471 UTILITY EASEMENT LINE N A `\ 13,743 S.F. '� �[ 1 y9e 66,190 s9 yti'�p� 8. 2004-001802 N CENTERLINE OF STREET 9. #2000-013683 S.F. op 10. #1998-003717 LOT LINE 2 Z `\ ♦i LOQ� 1598 :'�'9 N_ L13 11. #1998-003716 C't l� , Lot 30 12, LESTER PARK SUBDIVISION" CALCULATED POINT(NOT SET) 0 C4 .,� szot 30, 79 L14 #0000-038680 erot 7PP C3 L18 J 13. #843436 SET COPPER DISC - LS 10110 llNPLA77ED p,,. 14. #629565 N CJ 2� Se,& FOUND ALUMINUM CAP B 2� L 16 174.05 Deed References 15' WITNESS CORNER We 5 N89'47'29W L17 #2018-000648- FOUND 5/8"REBAR, LS 10110 #2017-002593 OR-AS NOTED O CHENEY DRIVE EAST 5/8"REBAR & CAP O G� L23 L22 N89'24'32"W 732.80 C6 TO BE SET- LS 10110 UNPLATTED 1/2" REBAR& CAP TO BE SET - LS 10110 M Health Certificate PROJECT CAP 8- LS 1100110 "SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE TITLE 50, CHAPTER 13, HAVE N BEEN SATISFIED BASED ON THE STATE OF IDAHO, DEPARTMENT OF ENVIRONMENTAL n QUALITY(DEQ)APPROVAL OF THE DESIGN PLANS AND SPECIFICATIONS AND THE o CONDITIONS IMPOSED ON THE DEVELOPER FOR CONTINUED SATISFACTION OF SANITARY RESTRICTIONS. BUYER IS CAUTIONED AT THE TIME OF THIS APPROVAL, NO DRINKING WATER OR SEWER/SEPTIC FACILITIES WERE CONSTRUCTED. BUILDING CONSTRUCTION POLE UK Batt CAN BE ALLOWED WITH APPROPRIATE BUILDING PERMITS IF DRINKING WATER OR SEWER N89'12'19"W FACILITIES HAVE SINCE BEEN CONSTRUCTED OR IF THE DEVELOPER IS SIMULTANEOUSLY 58.00' CONSTRUCTING THOSE FACILITIES. IF THE DEVELOPER FAILS TO CONSTRUCT FACILITIES Surveyor's Narrative OR MEET OTHER CONDITIONS OF DEQ, THEN SANITARY RESTRICTIONS MAY BE Y �m RE-IMPOSED, IN ACCORDANCE WITH SECTION 50-1326, IDAHO CODE, BY THE ISSUANCE THE PURPOSE OF THIS SURVEY IS TO LOCATE AND MONUMENT THE BOUNDARY OF THE OF A CERTIFICATE OF DISAPPROVAL,AND NO CONSTRUCTION OF ANY BUILDING OR i PARCEL OF LAND FOR FINAL PLAT. THE WEST BOUNDARY IS THE WEST BOUNDARY OF SHELTER REQUIRING DRINKING WATER OR SEWER/SEPTIC FACILITIES SHALL BE Y SECTION 2; THE NORTH BOUNDARY IS THE REESTABLISHMENT OF THE SOUTH BOUNDARY ALLOWED." OF THAT CERTAIN RECORD OF SURVEY#2018-016980; THE EASTERN AND SOUTHERN - rJ/) � �/20Z� BOUNDARIES FOR THIS PHASE ARE PER ENGINEERING DESIGN. MONUMENTS THAT WERE (/�q_�lfsl� FAILS AVE E FOUND AT THE BOUNDARY CORNERS, SECTION AND QUARTER CORNERS ARE OF RECORD 2 FOUND ALUMINUM DISTRICT L H DEPARTMENT, EHS DATE: PER PREVIOUS RECORD OF SURVEYS AND/OR CORNER PERPETUATION AND FILING CAP,LS 5617 RECORDS REFERENCED HEREON. C.P.12018-016513 P FlLEB AA E 3 Monument Certification Vicinity Map n.t.s. �gSpNPL LAN0SG9 THE INTERIOR MONUMENTS ON THIS PLAT SHOWN AS "TO BE SET"WILL BE SET IN of �lsifgF �� ACCORDANCE WITH SECTION 50-1333, IDAHO CODE, ON OR BEFORE 1 YEAR AFTER THE RECORDATION OF THE FINAL PLAT OR AS DETERMINED BY THE CITY OF TWIN TWIN FALLS COUNTY Re...d,d for: FALLS. E1IM ENGINEERS C, 0 = 9:23:22 AM 07-08-2020 i�1�r4lf of 2020-012782 rOpyER Note: JEHM Engineers Inc. N RIST 7 Fee:$7Z00 IT IS THE INTENT OF THE DEVELOPER TO RESERVE TRACT A, BLOCK 1 FOR FUTURE + x1u5CINA y Clerk cx SUBDIVISION DEVELOPMENT. County Clerk V 161-17 FP7 Deputy:sBAN3Ac SHEET 1 OF 7 THE SPRINGS AT THE PRESERVE,A P.U.D. 34 35 3� 2 NORTH ku REAL POINT OF c 0 50 100 200 BEGINNING o S89'55'02'E \ ss.fi9' l SCALE IN FEET S89.55'0'E 631.76' 0 305.07' S40'08'51"E- ' \l I_ N89'24'31- N n 84.30' N7'03'34"E 159.02' i Easement Key i See Sheet 3 of 7 \ I OA UTILITY, DRAINAGE& IRRIGATION EASEMENT ©10 \ © TWIN FALLS CANAL COMPANY EASEMENT �\ © SIDEWALK&UTILITY EASEMENT DRAINAGE&TRAIL ACCESS EASEMENT- \ \ \ QE DRAINAGE.EASEMENT \\ QF ACCESS& UTILITY EASEMENT \ \ © PRIVATE PRESSURE IRRIGATION EASEMENT CENTERLINE OF 25'WIDE 9 9 SANITARY SEWER LINE EASEMENT .tee _ wo o \ \ O N \\ I \ BLocx i \\\ See Sheet 4 of 7 Z Tract A n 19,83 AC. 01 `\ \ zza A m < o W ^ G1ry G1 a S3739'01"E�. .V�2`q 2S' m 103.83' / / Clear Creek % Loop N44'24'32W - C62- ;� r: • C64_730.00'�-- - 8.49'_--- _--E50��_ E51 �J__--- EC'O a ---732.80'====__===_ ----- C63 CS • Cib CHENEY DRIVE EAST N N89'24'32"W 946.80' - C8• - 130.00' 732.80' a S13'37'40'W G1 N89'24'32"W N89"24'32'W C6 78.00' M 54535'29'VV m 8.49' SS�pNAL IANpsU TWIN FALLS COUNTN' 04� �1srERFo 9� S5 a 321.21.51' EIM e ENGINEERS 10110 $ 9:23.22AM 07-88-2020 1-1.200 0 202O-UI2782 Ps�'4re OF\OPT S N8912'19'W JEHM Engineers,Inc. No.rage::7 Fee:S 77.00 T�PHER S.�PQ 58 00 RRISTINA GLASCocx County Clerk V 161-17 FP1 Deputy:SBANJAC SHEET 2 OF 7 THE SPRINGS AT THE PRESERVE,A P.U-D. ---S89'55'02'E ' I Easement Key N89.24'31'W� I Q* UTILITY, DRAINAGE& IRRIGATION EASEMENT NORTH \ © TWIN FALLS CANAL COMPANY EASEMENT- \ S44'55'02'E 0 30 60 20 \- \ S89'55'02'E 614.00' � © SIDEWALK&UTILITY EASEMENT -. \ \ 173.75, 100.00' 700.07' 100.00' 140.24' 9.90' SCALE IN FEET DD DRAINAGE&TRAIL ACCESS EASEMENT \ 1 w Lt 11 rn DRAINAGE EASEMENT t• o o N BLOCK 1 m w QE 1 0 0 1L Lot 1a 15,169 S.F. o .� - a Lot 15 _ QF ACCESS& UTILITY EASEMENT O o N o N 11,332 S.F. 1 \ \ op 'oo Lot 12 rn Lot 13 m n 16,326 S.F. oR \ AS z 11,979S.F. 6!'> 13,136 S.F. :'�- ^$ of © PRIVATE PRESSURE IRRIGATION EASEMENT A "�- 1 N 100.01`T 3� C,. \\ \ ` Lot 10obi ` 18,032S.F 2 N89'24'31'W 269.48' \ u,If Lot 16 D --�_----� m " 3613,064S.F. 0 SOT55'02'E 301.11' _ Cl SQ 148.54' \ C27 G� -------� w S \ \\ f / 80:00' � ---- 148.46' 72.65'0 111.28' ——91_40' —— ` N89'24'31'W C26 v - I v.In \\� .\�, "`o N-I E s �� I aq M ro I o Lot 19 �'-.ma Lot 20 I Z: I Lot 9 I Z. Lot 10 \ n Lot 17 a9• tA465S.F f7,za3s.F. l - 'F Lot 9 I.� I i6,f21SF. I 14,O96s.F \ \ ryg - \�f- 13,2f4S.F 0 16,040S.F. N \ 5\ s\\ \g1 �\ 'o� C — _ BLOCK 1 2�0• ryhE 1 w m ti (C0 g9t— gp \h k �- P- �5 - Lot 18 ' C \ Q 34.74'02"E O'—I G t62. 2 E N \ \ hrohl $. \ \\ 14,760 S.F. / i JI t \ Lot 21 \ 34.74' I NTQ 30 !> \ \ Lot Ll 22,061 S.F. 4 \\ Lots \ 13 F 0005. S12'16'54"E l• Lot 8 \ \ 12,657S.F. \ \ �f. $�\ y©j� `7t Cyr. \\ 12,449 S.F. \C+2 \\ \\ \'S��b\ \\'moo \ �` v// \0 CiN� 573'4 '58-E II 1� 48.82' \ 'r ti \.,� \ �$.\ h1j �, \9 ♦1 \'qj �- `/Nry. `'s.LY/ -C45 220.15' S85'53'34'E S32'22'42W \ 1 \dry \& \ ti, $. \ �,J ry\ •'S. Gam/ \ ah // / wC 26,19' \ h.� �`•'s \ \ �h \ Lot 12 1$000 S.F. \ „(j \1 1 0/ ��_ _ -i / \ Lot 7 \ \ \ Lot 7 \ \ B aryl`/ z d \ h \ 12610S.F. \ / f \ 12,osos.F. ry \ \ �o BLACK 2 � V rr�' Lot 22 Lot 23 2. 20,816.S.F. yiT `fl E 9 \ \ C�,•F, \9 11 \Op \\ 17,360S.F \\ \ lahry \ Lot 13 \♦5 \ �o�\ O°\+y1 'ice`sue ♦1 Lot 6 \ \ Lot 6 \\. 13,000 S.F. ( >:De\\ 1�\�ry �.&. Spry \ 12,025SF. \ \ 12,610S.F. \ G BLOCK 1 \\ C� \ \ oo?• o� •E \ \ \\ 5Q. Lot 24 dhry\ \�. . 7,600s.F. \\ \\ Lot 14 See Sheet 4 of 7 See Sheet 2 of 7 \ Lot 5 .5 Lot 5 d\ fLot S.F. \\ 12,025 S.F AO'T \ \\ 12,610S.F. \. 9>\ '00- Lot 4 \ ��- \ \ 12,610 S.F. 9\ sus& o\\` A ryh \ \ See Sheet 4 of 7 Sggt NLLA,%, TWIN FALLS COUNTY o`` G1S7fgFo aeeoe4ee roe: c ¢'�ws`o EMI ENGINEERS 10110 9:23:22 AM 07-08-2020 C, 7.I,2.0 2 2020-012782s�'4re OF 0P��y� JERM Engineers,Inc. No.Pages:7 Fee:S 77.00 KRISUNAGLASCOCK TOPyER S.�P� County Clerk V 161-17 FPi Deputy:SBANJAC SHEET 3 OF 7 THE SPRINGS AT THE PRESERVE,A P.U.D. S61'13'39'E NORTH 48.57 0 30 60 120 See Sheet 3 of 7 1� \\1 © S9'09'07'1W SCALE IN FEET 45.49' See Sheet 3 of 7 I I A Lot 26 23,714 S.F. 1 tad V \ .l` /�• °°. �,\1 $ '� S P SSry `\ v1 Lot 25 F / \ \\ �•`v, �Sry \\ Z\ \ p 16,238S.F. J" \ \ \ �[4 \ ,�� �, \ Lot 15 \ •�\ \\ / Lot 2. (•l \ 13,000S.F. �• ryS /\\ /p0 22,413 S.F. \ \ 12,025S.F. d� � \ /s\\ /A0 J•. / s'9�.d ,.� �p�ry\E \9�$ \�,1ry \$. ��• x�\ yyti\1 i cPi F s��/9 � \\ ��o \\ �S Lot 3 \\ ry5 �c'\ �h`L1 °o\ �� ^\\,�`g \C°,�J \\ // p?`ro. `a6• \\ ea+.c^ \ 16 121025S.F. \ ry5 \ Lot 3 12,888S.F. \\ d 13A000 SF. \00 ix� \ �.P� \ r0 �"�\ \ \ / � Lot 28 0 Z •v pp �, \ �� s\ / v \�O \\ 21,898S.F. \ Lot 2 C22 \ 12,024 S.F. \ \ 1 >11 1 \ BLOCK 1 \\ \ Lot 2 \ Lot 17 1 W I I 6R9� I rn 19,816S.F \ 17,848S.F. \\ s°• `ti•.1ti \N 1 \ I� � I I BLOCK � \\ G 1 1 See Sheet 2 of 7 �\ Lot 1 �75 I ,9199 {� BLOCK 2 o�� //� / a� / tot 29 \\\ 13,743 S.F. S70'19'35"E 88,190S.F. // may^'• 30.48' \ s I M n q M I Lot 1 \ /• '4 20,486 S.F. / \ _J,Vo Mim �1 C53 QA /k 1ry0 // O A0 C _ C 13 � ry B7.)7�\ // s 61p,� Lyp ( // • / —C5 �A / �-/ s / / �yl •6 5j_�7, C51 S74'54'11"E // / SS8zj1v' C18 ' I 35.19' m Lot 30 S89'47'29'E Lib 52,9e1 S.F. 87.18', 14.21' /,s C3 NB4'15'19"E S. `\` v Easement Key �` " I / ?mod ( Ei S15'19'37'E I Q/ QA UTILITY, DRAINAGE& IRRIGATION EASEMENT sue• �O 47.83' © TWIN FALLS CANAL COMPANY EASEMENT 1 © SIDEWALK& UTILITY EASEMENT 174.05, S5'52'24'W QD DRAINAGE& TRAIL ACCESS EASEMENT N89'47'29"W 23.53' SS�ONAL LANOSG QZ DRAINAGE EASEMENT o4¢ �015LiEgFo 9°� TWIN FALLS COUNTY QF ACCESS & UTILITY EASEMENT 8«omee tor: EHM ENGINEERS 10110 �' '�•I.20 = © PRIVATE PRESSURE IRRIGATION EASEMENT 9:23:22 ANI 07-08-20202020-012782 Pf�lgre OF " EHM Engineers,Inc. No.Pages:7 Fee:$77.00 l�PHER S. KRISTINA GLASCOCK County Clerk V 161-17 FPI Deputy:$EAN3AC SHEET 4 OF 7 THE SPRINGS AT THE PRESERVE,A P.U.D. Curve Table Curve Table Curve Table CURVE # DELTA RADIUS ARC CHORD TANGENT CHORD BRG CURVE # DELTA RADIUS ARC CHORD TANGENT CHORD BRG CURVE # DELTA RADIUS ARC CHORD TANGENT CHORD BRG C1 20'09'33" 90.00' 31.67' 31,50' 16.00' S79'50'15"E C19 13'08'17" 225.00' 51.59' 51.48' 25.91' S71'15'18"W C37 90*00'00" 20.00' 31.42' 28.28' 20.00' S82'42'39"E C2 28'40'09" 110.00' 55.04' 54.47' 28.1V S84'05'33"E C20 79'24'14" 20.00' 27.72' 25.55' 16.61' N38'07'19"E C38 11'56'30" 350.00' 72.95' 72.82' 36,61' S58'15'36"W C3 67'51'28" 125.00' 148.04' 139.54' 84.09' S80'05'55W C21 33'01'13" 175.00' 100.85' 99.46' 51.87' N18'06'09"W C39 12*03'11" 350.00' 73.63' 73.49' 36.95' S70'15'27"W C4 106'24'07" 175.00' 324.99' 280.26' 233,94' S60'49'36"W C22 3'05'54" 175.00' 9.46' 9.46' 4.73' N36'09'42W C40 13'47'56" 55.00' 13.25' 13.2V 6.66' S83'11'00"W C5 83'59'53" 20.00' 29.32' 26.76' 18.01' S34'22'24"E C23 9'43'54" 175.00' 29.72' 29.69' 14.90' S32'50'42"E C41 58'54'27" 55.00' 56.55' 54.09' 31.06' N60'27'48"W C6 13*02'12" 454.00' 103.30' 103.08' 51.87' N82'53'26"W C24 21*06'18" 175.00' 64.46' 64.10' 32.60' S1 7*25'36"E C42 53'41'32" 55.00' 51.54' 49.68' 27.84' N4'09'48"W C7 89'59'59" 20.00' 31.42' 28.28' 20.00' S45'35'29"W C25 7*27'56" 175.00' 22.80' 22.79' 11.42' S3'08'29"E C43 53'20'45" 55.00' 51.21' 49.38' 27.63' N49'21'20"E C8 1Y02'I2" 500.00' 113.77' 113.52' 57.13' N82'53'26"W C26 25'01'36" 20.00' 8.74' 8.67' 4.44' N11'55'19"W C44 71'28'10" 55.00' 68.61' 64.24' 39.57' S68'14'12"E C9 8'29'31" 500.00' 74.1V 74.04' 37.12' N85'09'46W C27 28*06'12" 20.00' 9.8V 9.71' 5.01, N38'29'13"W C45 85*54'14' 20.00' 29.99' 27.26' 18.62' N75'27'14"W CIO 4'32'40" 500.00' 39.66' 39,65' 19.84' N78'38'40"W C28 92'18'20" 55.00' 88.61' 79.33' 57.26' S6'23'09"E C46 9'18'17" 300.00' 48.72' 48,67' 24.41' S56'56'30"W C11 106'24'06" 200.00' 371.41' 320.30' 267.35' S60'49'36"W C29 50'49'28" 55.00' 48.79' 47.20' 26.13' S65'10'45"W C47 90'00'00" 20.00' 31.42' 28.28' 20.00' ST17'21"W C12 BC46'56" 200.00' 281.98' 259.20' 170.16' S48'01'01"W C30 53'07'46" 55.00' 51.00' 49.19' 27.50' N62'50'37"W C48 57*23'04" 125.00' 125.19' 120.03' 68.41' N9'01'07"W C13 25'37'10" 200.00' 89.43' 88.69' 45.47' N78'46'56"W C31 53'07'48" 20.00' 18.55' 17.89' 10.00' S62'50'37E C49 15'37'27" 125.00' 34.09' 33.98' 17.15' N27*29'08"E C14 36'07'06" 200.00' 126.08' 124.00' 65.21' N19'39'O5"W C32 53'07'48" 20.00' 18.55' 17.89' 10.00' N64'01'35"E C50 1052'20" 125.00' 23.72' 23.68' 11.90' N40'44'02"E C15 38'18'08" 150.00' 100.27' 98.42' 52.09' S1B'33'35"E C33 86'50'01" 55.00' 83.35' 75.60' 52.04' SBO'52'41"W C51 67'51'28" 75.00' 88.83' 83.72' 50.45' N8V05'55"E C16 23'59'41" 325.00' 136.1 V 135.1 V 69.07' S64'17'12"W C34 54'17'16* 55.00' 52.11' 50.18' 28.20' N28'33'40"W C52 15*02'10" 225.00' 59.05' 58.88' 29.69' N73'29'26"W C17 83'52'50" 100.00' 146.40' 133.67' 89.85' N4'13'46"E C35 16'50'12" 55.00' 16.16' 16.10' 8.14' N7*00'04"E C53 17*27'44" 20.00' 6.10' 6.07' 3.07' S72'16'39"E CIS 6T51'28" 100.00' 118.43' 111.63' 67.27' N80'05'55"E C36 53'07'48" 20.00' 18.55' 17.89' 10.00' SI1'08'44"E C54 61'57'14" 20.00' 21,63' 20.59' 12.01' S3T34'09"E Curve Table Line Table Line Table Easement Line Table CURVE # DELTA RADIUS ARC CHORD TANGENT CHORD BRG LINE # BEARING DISTANCE LINE# BEARING DISTANCE LINE E# BEARING DISTANCE C55 1602'09" 225.00' 70.83' 70.53' 35.71' N10'36'37"W LI S69'45'28"E 64.66' L13 S74'54'11"E 35.19' E50 SO'35'29"W 5.00' C56 18'04'58" 225.00' 71.01' 70.72' 35.80' N28'40'1O'W L2 S12 55'59"E 94.75' L14 S8947'29"E 14.21' E51 N89'24'31"W 386.78' C57 38'18'08" 125.00' 83,56' 82.01' 43.41' SI8'33'35"E L3 S35'08'02"E 34.74' L15 S13'58'23"W 70.64' C58 9TOO'00" 20.00' 31.42' 28.28' 20.00' S4535'29W L4 S12'16'54"E 48.82' Lib S15'19'37"E 47.83' C59 51'41'52" 20.00' 18.05' 17.44' 9.69' N63'33'35W L5 S32'22'42W 26.19' L17 S5'52'24"W 23.53' C60 83'52'50' 75.00' 109.80' 100.25' 67.39' N4'13'46"E L6 S61'13'39"E 48.57' L18 S46'10'1114 18.89, C61 57*03'37" 225.00' 224.08' 214.93' 122.32' S36'09'21"W L7 S9'09'07'W 45.49' L19 S65'58'21"E 51.71' C62 86'38'57" 20.00' 30.25' 27.45' 18.86' N50'57'09"E LB S8'14'29"E 103.97' L20 ST37'33"W 74.72' C63 3'40'55" 532.00' 34.19' 34.18' 17.10' N87*35'12"W L9 S23'38'59"E 79.81' L21 S13'37'40"W 78.00' C64 90'00'01" 20.00' 31.42' 28.28' 20.00' S44'24'31'E L1O S32'02'07"E 96.66' L22 S4535'29"W 8.49' C65 22'57'53" 458.00' 183.57' 182.35' 93.03' N10'53'28"W 1-11 S6'36'07"E 116.72' L23 N89'24'32"W 130.00' C66 6'11'00" 458.00' 49.43' 49.40' 24.74' S25'27'55"E L12 S1'29'58"E 61.66' L24 ST37'33"W 123.86' Easement Curve Table CURVE E# DELTA RADIUS ARC CHORD TANGENT CHORD BRG EC101 5'45'42" 552.00' 55.51' 55.48' 27,78' N86'31'41"W SS�pNPI LAA(0 F R 9 EC102 16'19'31" 225.00' 64.11' 63.89' 32.27' S15'47'18"W 'IAVIN FALLS COUNTY p\ST fo Re«omee to,: S. o EFM ENGINEERS 10110 9:23:22 AM 07-08-2020 EHM Engineers,Inc. p ges:7 Fes$7700 PslOp�ERFS KRISTINA GLASCOCK County Clerk V 161-17 FP1 Deputy:SRANJAC SHEET 5 OF 7 THE SPRINGS AT THE PRESERVE,A P.U.D. CERTIFICATE OF OWNERS THIS IS TO CERTIFY THAT THE UNDERSIGNED IS THE OWNER OR REPRESENTATIVE OF THE OWNERS IN FEE SIMPLE OF THE FOLLOWING IT IS THE INTENTION OF THE UNDERSIGNED TO, AND SHE DOES HEREBY INCLUDE SAID LAND IN THIS PLAT. THAT THE UNDERSIGNED DESCRIBED PROPERTY, LOCATED IN A PORTION OF GOVERNMENT LOTS 3 & 4 AND THE NW 1/4, SECTION 2, TOWNSHIP 10 SOUTH, RANGE BY THESE PRESENTS DEDICATE TO THE PUBLIC FOR PUBLIC USE FOREVER THE ROAD RIGHT OF WAY AS SHOWN ON THIS PLAT. THE 17 EAST, BOISE MERIDIAN, TWIN FALLS COUNTY, IDAHO; SAID PROPERTY BEING MORE SPECIFICALLY DESCRIBED AS FOLLOWS: EASEMENTS INDICATED ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC, BUT THE RIGHTS.TO USE SAID EASEMENTS ARE HEREBY PERPETUALLY RESERVED FOR PUBLIC UTILITIES AND SUCH OTHER USES DESIGNATED ON THIS PLAT. NO STRUCTURE OTHER THAN FOR SUCH COMMENCING AT THE NORTHWEST CORNER OF SECTION 2, SAID CORNER LIES NORTH 00-35'29"EAST 2594.74 FEET FROM THE WEST UTILITY AND OTHER DESIGNATED PUBLIC USES ARE TO BE ERECTED WITHIN THE LINES OF SAID EASEMENTS. QUARTER CORNER OF SAID SECTION 2 AS SHOWN ON THAT CERTAIN RECORD OF SURVEY RECORDED OCTOBER 24, 2018 AS INSTRUMENT NO. 2018-016980 IN THE OFFICE OF THE COUNTY RECORDER OF TWIN FALLS COUNTY; TRACT A, BLOCK 1 ON THIS PLAT IS TO BE RETAINED BY THE OWNER FOR A FUTURE SUBDIVISION DEVELOPMENT. THENCE,ALONG THE WEST BOUNDARY OF SAID GOVERNMENT LOT 4, SOUTH 00-35'29"WEST 180.43 FEET AND BEING THE REAL POINT OF BEGINNING; PURSUANT TO IDAHO CODE 50-1334, I, THE UNDERSIGNED,AS OWNER, DO HEREBY STATE THAT THE LOTS ON THIS PLAT ARE ELIGIBLE THENCE,ALONG THE SOUTHERN BOUNDARY OF SAID RECORD OF SURVEY,ALONG AN ARC OF A NON-TANGENT 458.00 FOOT RADIUS.CURVE TO RECEIVE WATER SERVICE FROM THE CITY OF TWIN FALLS MUNICIPAL WATER SYSTEM. TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 06'11'00",AN ARC DISTANCE OF 49.43 FEET AND A CHORD DISTANCE OF 49.40 FEET THAT PURSUANT TO IDAHO CODE 31-3805, I, THE UNDERSIGNED,AS OWNER, DO HEREBY STATE THAT THE IRRIGATION WATER RIGHTS BEARS SOUTH CONTINUING 55"EAST;ALONG SAID SOUTHERN BOUNDARY, SOUTH 89 APPURTENANT AND THE ASSESSMENT OBLIGATION OF THE LANDS IN THIS PLAT HAVE NOT BEEN TRANSFERRED FROM SAID LANDS AND THAT A THENCE, CONTINUING '55'02"EAST 631.76 FEET; SATISFACTORY IRRIGATION WATER DELIVERY SYSTEM IS PROVIDED FOR AND HAS BEEN APPROVED BY THE TWIN FALLS CITY COUNCIL. LOTS THENCE, CONTINUING ALONG SAID SOUTHERN BOUNDARY, NORTH 01-03'34"EAST 180.03 FEET; WITHIN THE SUBDIVISION WILL BE ENTITLED TO WATER RIGHTS AND WILL BE OBLIGATED FOR ASSESSMENTS FROM THE TWIN FALLS CANAL THENCE, CONTINUING ALONG SAID SOUTHERN BOUNDARY, SOUTH 89-55'02"EAST 614.00 FEET, COMPANY. THENCE, CONTINUING ALONG SAID SOUTHERN BOUNDARY, SOUTH 44-55'02"EAST 9.90 FEET, THENCE, CONTINUING ALONG SAID SOUTHERN BOUNDARY, SOUTH 00-04'58"WEST 172.89 FEET; THENCE, CONTINUING ALONG SAID SOUTHERN BOUNDARY, SOUTH 89-55'02"EAST 301.11 FEET; THENCE, CONTINUING ALONG SAID SOUTHERN BOUNDARY,ALONG AN ARC OF A TANGENT 90.00 FOOT RADIUS CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 20'09'33",AN ARC DISTANCE OF 31.67 FEET AND A CHORD DISTANCE OF 31.50 FEET THAT BEARS SOUTH 79'50'15" EAST; GARY STORRER AND CONNIE STORRER, TRUSTEES OF THE GARY AND THENCE, CONTINUING ALONG SAID SOUTHERN BOUNDARY, SOUTH 69'4 EAST FEET; CONNIE STORRER TRUST, DATED DECEMBER 27, 2012 THENCE, CONTINUING ALONG SAID SOUTHERN BOUNDARY,ALONG AN ARCRC OF A TANGENT T 110.00 FOOT RADIUS CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 28'40'09",AN ARC DISTANCE OF 55.04 FEET AND A CHORD DISTANCE OF 54.47 FEET THAT BEARS SOUTH 84'05'33' r ��(i107GLL� EAST; THENCE, LEAVING SAID SOUTHERN BOUNDARY, SOUTH 12-55'59"EAST 94.75 FEET; B CONNIE STORRER" THENCE, SOUTH 35-08'02"EAST 34.74 FEET; THENCE, SOUTH 12-16'54"EAST 48.82 FEET; THENCE, SOUTH.32-22'42"WEST 26.19 FEET; THENCE, SOUTH 61-13'39"EAST 48.57 FEET; THENCE, SOUTH 09'09'07"WEST 45.49 FEET; THENCE, SOUTH 08'14'29'EAST 103.97 FEET; THENCE, SOUTH 2338'59"EAST 79.81 FEET, THENCE, SOUTH 32'02'07"EAST 96.66 FEET; THENCE, SOUTH 06'36'07"EAST 116.72 FEET; THENCE, SOUTH 3448'41"WEST 152.73 FEET; - THENCE, SOUTH 01.29'58"EAST 61.66 FEET; ACKNOWLEDGMENT THENCE, SOUTH 7454'11"EAST 35.19 FEET; THENCE, SOUTH 89'47'29"EAST 14.21 FEET; THENCE, SOUTH 13'58'23"WEST 70.64 FEET; STATE OF IDAHO THENCE, SOUTH 15'19'37"EAST 47.83 FEET; COUNTY OF TWIN FALLS )ss THENCE, SOUTH 05'52'24"WEST 23.53 FEET; THENCE, NORTH 89'47'29"WEST 174.05 FEET; ON THIS uI�DAY OF .lVdVC 2019,AT /4'26 A.M., BEFORE ME,THE UNDERSIGNED,A NOTARY PUBLIC IN AND THENCE, NORTH 44'58'21"WEST 278.63 FEET; FOR SAID STATE, PERSONALLY APPEARED CONNIE STORRER KNOWN OR IDENTIFIED TO ME TO BE THE PERSON(S), WHOSE NAME(S) THENCE, SOUTH 46*10'11"WEST 18.89 FEET; SUBSCRIBED TO THE FOREGOING CERTIFICATE,AND ACKNOWLEDGED TO ME THAT SHE EXECUTED THE SAME. THENCE,ALONG AN ARC OF A TANGENT 125.00 FOOT RADIUS CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 67-51.28-,AN ARC DISTANCE OF 148.04 FEET AND A CHORD DISTANCE OF 139.54 FEET THAT BEARS SOUTH 80'05'55"WEST; IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND NO AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR IN THIS CERTIFICATE FIRST THENCE, NORTH 65'58'21"WEST 51.71 FEET; ABOVE WRITTEN. THENCE,ALONG AN ARC OF A TANGENT 175.00 FOOT RADIUS CURVE i0 THE LEFT, THROUGH A CENTRAL ANGLE OF 106-24'07", AN ARC DISTANCE OF 324.99 FEET AND A CHORD DISTANCE OF 280.26 FEET THAT BEARS SOUTH 60'49'36"WEST; • •,S THENCE, SOUTH OT �F A 37'33"WEST 74.72 FEET; OTARY PUBLIC ,p"" F.,IV 'yi"'•. THENCE,.ALONG AN ARC OF A TANGENT 20.00 FOOT RADIUS CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 83.59'53 AN ARC DISTANCE OF 29.32 FEET AND A CHORD DISTANCE OF 26.76 FEET THAT BEARS SOUTH 3422'24"EAST; Tom!/w1 /C,4-LLe/•r /O. _ N��1 ARy' THENCE, SOUTH 13-37.40"WEST 78.00 FEET; RESIDING AT j THENCE,ALONG AN ARC OF A NON-TANGENT 454.00 FOOT RADIUS CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 13'02'12",AN ARC iPI�I{I,���ajf) .fd DISTANCE OF 103.30 FEET AND A CHORD DISTANCE OF 103.08 FEET THAT BEARS NORTH 82'53'26"WEST; 8•%r'20SAI :`.+' • THENCE, NORTH 89-24'32"WEST 732.80 FEET; COMMISSION EXPIRES '••q7X III:10�;,••• THENCE, SOUTH 45'35'29"WEST 8.49 FEET; """""'•• THENCE, NORTH 89'24'32"WEST 130.00 FEET; THENCE,ALONG AN ARC OF A TANGENT 20.00 FOOT RADIUS CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 89-59'59",AN ARC DISTANCE OF 31.42 FEET AND A CHORD DISTANCE OF 28.28 FEET THAT BEARS SOUTH 45-35'29"WEST; THENCE, SOUTH 00'35'29'WEST 321.51 FEET; THENCE, NORTH 89'12'19"WEST 58.00 FEET TO A POINT ON THE EAST BOUNDARY OF SAID NW 1/4 OF SECTION 2; THENCE, ALONG SAID EAST BOUNDARY AND ALONG SAID EAST BOUNDARY OF SAID GOVERNMENT LOT 4, NORTH 00-35'29"EAST 1499.06 FEET TO SAID REAL POINT OF BEGINNING. THE GROSS AREA CONTAINED IN THIS PLATTED LAND AS DESCRIBED IS 45.64 ACRES. ��S�pNAL LANOSU TWIN FALLS COUNTY SW Rerortled for: 7. G EF M ENGINEERS 10110 9:23:22 AM 07-08-2020 C, sr9•1•Zog o JEHM Engineers,Inc. No. ig o7 z7s$77 UU �foPrF of KRISTINAGLASCOCK h'ER S' County Clerk V 161-17 FPl Deputy:SBANJAC SHEET 6 OF 7 THE SPRINGS AT THE PRESERVE,A P.U.D. CERTIFICATE OF SURVEYOR COUNTY SURVEYOR'S CERTIFICATE THIS IS TO CERTIFY THAT I, CHRISTOPHER S. HARMISON,A PROFESSIONAL LAND SURVEYOR IN THE STATE OF IDAHO, MADE THE I, THE UNDERSIGNED, PROFESSIONAL LAND SURVEYOR FOR TWIN FALLS COUNTY, IDAHO, DO HEREBY CERTIFY THAT I HAVE CHECKED SURVEY OF THE LAND DESCRIBED IN THE CERTIFICATE OF OWNER AND THAT THIS PLAT IS A TRUE AND ACCURATE REPRESENTATION OF SAID THIS PLAT AND T T IT COMPLIES WITH THE STATE OF IDAHO CODE RELATED TO PLATS AND SURVEYS. SURVEY AS MADE AND STAKED UNDER MY SUPERVISION AND ACCURATELY REPRESENTS THE POINTS PLATTED THEREON,AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS. Ili ip 2019 SS,ONAL LANO'q EORGE ION' L- �j8 DATE 01STE Fo qa� COUNTS V OR o 10110 A C m,1'1 TAB o qrE OF IMP TODHER S•�P� ACKNOWLEDGMENT APPROVAL OF CITY COUNCIL STATE OF Idaho COUNT OF(ICID&I fly sa iH.4S PLAT WAS ACCEPTED AND APPROVED BY THE CITY COUNCIL OF TWIN FALLS, IDAHO AT THEIR MEETING ON ON THIS tO DAY OF 2019,AT ID:30 d ., BEFORE ME, THE UNDERSIGNED,A NOTARY PUBLIC IN THIS DAY OF U,M/t 2019. AND FOR SAID STATE, PERSONALLY APPEARED GEORGE A. YERION, PERSONALLY KNOWN OR IDENTIFIED TO ME 70 BE THE PERSON WHOSE —� NAME IS SUBSCRIBED TO THE ABOVE,CERTIFICATE AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME. IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR IN THIS CERTIFICATE FIRST MAYOR IT ERK a�„-L, ABOVE WRITTEN. MEDSSAJ SHIRR __.—.. NOTNryWpIIC.STATE OF IOANO COMMISSIO NOTARYN NOEWER41049 COMMISSION FXPIRES 67S2J'W RESIDING AT 5/��1 3 COMMISSION EXHINLS APPROVAL OF CITY ENGINEER COUNTY TREASURER'S CERTIFICATE I HAVE REVIEWED THE ACCOMPANYING PLAT AND HEREBY CERTIFY THAT IT CONFORMS WITH THE APPLICABLE ORDINANCES OF THE CITY I e(/_Se. � COUNT TREASURER IN AND FOR THE COUNT OF TWIN FALLS, IDAHO PER THE OF TWIN IDAH . • REQUIREMENTS OF IDAHO CODE 50-1308, DO HEREBY CERTIFY THAT ALL COUNT PROPERTY TAXES DUE FOR THE PROPERTY INCLUDED IN THIS PLAT HAVE BEEN PAID IN FULL. THIS CERTIFICATION IS VALID FOR THE NEXT THIRTY DAYS ONLY. (� Lcswustl C<<4L L,It�� �1 CITY ENGINEER ARE i O / 'O/•.YO.�O COUNT TREASURER �itttsuk� DATE COUNTY RECORDER'S CERTIFICATE INSTRUMENT NO. �U C.ZO STATE OF IDAHO COUNTY OF TWIN FALLS ) ss ON THIS-?tt DAY OF �a6fi9,A7�M., THE FOREGOING P T WAS FILED FOR RECOR IN THE OFFICE OF THE RECORDER OF TWIN FALLS COUNT, IDAHO AND DULY RECORDED IN PLAT BOOK Z—, ON PAGE D( TY ' � —OFFICIO RECORDER TWIN FALLS COUNTY R.—d.d for: EFW ENGINEERS 9:23:22 AM 07-08-2020 2020-012782 EHM Engineers,Inc. No.Peg-7 Fee:S 77.00 KRISTINA GLASCOCK County Clerk V 161-17 FP1 Deputy:SBANJAC SHEET 7 OF 7