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HomeMy WebLinkAboutFinal Plat_PILLAR FALLS PLAZA_Recorded2018-08-01 Notes: 1. MINIMUM BUILDING SETBACK LINES SHALL BE IN N46'0627"E S34'12'587E PILLAR FALLS PLAZA A PUD ACCORDANCE WITH APPLICABLE ZONING AND SUBDIVISION 39.74' 39.23' , REGULATIONS AT THE TIME IF ISSUANCE OF THE BUILDING ' S41'S9152"E Located in PERMIT OR AS SPECIFICALLY APPROVED AND/OR REQUIRED. 15 �, 2. TRACT A IS HEREBY DESIGNATED AS RETENTION AREA TO ti65' 4b 106.67' A Portion of BE OWNED AND MAINTAINED BY A BUSINESS OWNERS E Gov't Lots 6& 18,Section 34 ASSOCIATION. p�� S46'32'57'E to NORTH 3. NO LOTS IN THIS SUBDIVISION SHALL HAVE DIRECT ACCESS �g81 LOT 25 65.13' 'yl T0 POLE LINE ROAD EAST. Township 9 South,Range 17 East Boise Meridian - 4. A CROSS-USE AGREEMENT SHALL BE RECORDED FOR � SETW.is 10110 0 50 100 200 ACCESS, PARKING, STORM WATER DRAINAGE& PUBLIC LOT 26 Twin Falls County,Idaho UTILITIES. NO LOT SHALL BE LEFT WITHOUT ACCESS, S23'2l'51"E SCALE IN FEET 2018 UTILITIES, OR OTHER NECESSARY EASEMENTS AS REQUIRED '110.90' BY THE CITY OF TWIN FALLS BY AN ADJACENT LOT OWNER. EASEMENTS SHALL BE ESTABLISHED BY THE OWNERS OF LOT 24 SET CAP,LS 10110 SUCH ADJACENT LOTS AND RECORDED IN THE OFFICE OF THE TWIN FALLS COUNTY RECORDER. t SO'48'08"E 25.38' Legend LOT 22 SE!CAP.Ls folioLOT 23 Project SURVEY BOUNDARY LINE Sl 1'03'57"E 141.80' SECTION LINE — 1 33 334 P LE UI E RD �I,�i 13 2 35 3d EASEMENT LINE ----------- LOT 19 1 .� lA ADJACENT PROPERTY LINE PLATTED LOT LINE LOT 21 LOT 20 S34'47'43"E FOUND ALUMINUM CAP - 176.19' TRACT A F PILLAR FALLS a td n E 2 LOT 18 1 CALCULATED POINT(NOT SET) A SUBDIVISION NO.1 if12 FOUND N5/8'OTE REBAR "HWE 5617" O S2424'14"E C _'rQN OR AS NOTED 38.60' LOT 16 LOT 17 S64.21'11"E SET 5/8"x 24"REBAR 177.51' --\ &CAP - LS 10110 0 N N86'54'59"E-- Vicinity Sketch n.t.s 47.17' S80'00'2I"E 1/2"x 24"REBAR&CAP ,� SEE SHEET 3 OF 5 125.95' TO BE SET- LS 10110 ° SEE SHEET 2 OF 5 \ Sheet List Table 5/8"x 24"REBAR& CAP a c LOT 5 ,� \ Sheet Number Sheet Title To BE SET- Ls loco BLOCK 1 z LOT 15 Survey References Deed References LOT 4 1 OF 5 PLAT FACE SHEET 1 °o�`�rS \ (1) PILLAR FALLS SUBD. NO. 1 #2016-002999 LOT 13 2 of 5 PLAT FACE SHEET 2 #2009-017099 -A PORTION #2016-019134 S3715'46W 3 OF 5 PLAT FACE SHEET 3 VACATED PER #2012-012839 #2012-012839 (2) SURVEY#2008-025645 70.76' �\ 4 OF 5 CERTIFICATE OF OWNERS TRACT 8 5 OF 5 ACKNOWLEDGEMENTS PILLAR FALLS - Monument Certification LOT 14 S1'15'15"W SUBDIVISION N0,1 56.71' THE INTERIOR MONUMENTS THIS PLAT SHOWN AS "TO BE Health Certificate SET"WILL BE SET IN ACCORDANCE WITH SECTION 50-1333, LOT 12 TRACT A LOT 6 LOT 3 IDAHO CODE, ON OR BEFORE 1 YEAR AFTER THE RECORDATION "SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE TITLE 50, CHAPTER 13, OF THE FINAL PLAT OR AS DETERMINED BY THE CITY OF TWIN S89'53'00"E HAVE BEEN SATISFIED BASED ON THE STATE OF IDAHO, DEPARTMENT OF FALLS. 20.11' ENVIRONMENTAL QUALITY(DEQ)APPROVAL OF THE DESIGN PLANS AND rn SPECIFICATIONS AND THE CONDITIONS IMPOSED ON THE DEVELOPER FOR .f CONTINUED SATISFACTION OF SANITARY RESTRICTIONS. BUYER IS CAUTIONED AT Easement Key A)j p THE TIME OF THIS APPROVAL, NO DRINKING WATER OR SEWER/SEPTIC QA UTILITY EASEMENT BE A LOT 8 LOT 2 WITHLIAPPROPRATEOBUILDING PERMITS DIF DRINKING WATIER ORNSEWERLLOWED FACILITIES HAVE SINCE BEEN CONSTRUCTED OR IF THE DEVELOPER IS © UTILITY&ACCESS EASEMENT ? SIMULTANEOUSLY CONSTRUCTING THOSE FACILITIES. IF THE DEVELOPER FAILS LOT 1 I TO CONSTRUCT FACILITIES OR MEET OTHER CONDITIONS OF DEQ, THEN © UTILITY& BIKE PATH EASEMENT to SANITARY RESTRICTIONS MAY BE RE-IMPOSED, IN ACCORDANCE WITH SECTION 50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL, QD UTILITY& IRRIGATION EASEMENT LOT 10 AND NO CONSTRUCTION OF ANY BUILDING OR SHELTER REQUIRING DRINKING LOT 1 ER S 1 R/SEPTIC FACILITIES SHALL BE ALLOWED." QE EXISTING EASEMENT PER INST. #2009-016660 LOT 9 LOT 7 o EXISTING EASEMENT FOR BIKE, PUBLIC UTILITIES, DRAINAGE, TRIC TH DEPARTMENT, EHS D-A7F: AND IRRIGATION PURPOSES PER INST. # 2009-016661 REAL POINT OF N89'53'00'W 890.71 BEGINNING 34 N1'18'58"E Cl mac� 44.47'-- 'I 1535 POLE LINE ROAD EAST FOUND 5/8'REBAR BASIS OF BEARING - SURVEY INST. #2009-017099 FOUND ALUMINUM CAP 3 2 SONpLtANos C.P.CAP, 1 1000 CANYON VILLAOB SUBDIVISION N89'53'00"W 2643.96' C.P.12018-011861 tg ECIST C. #2018-003684 Ep 42016-004311 TWIN FALLS COUNTY S' p Recorded for: 10110 EHAIENGINEERS dyl•11'18, p 10:24:54 AA1 08.01.2018 � qlE OF\OP y EHM Engineers Inc. 2018-011942 rOoNER s.NPQ� No.PRRe4:5 Fee:S 55.00 KRISTINAGLASCOCK County Clerk V 074-16 FP Deputy:SHUNTER SHEET I OF 5 PILLAR FALLS PLAZA,A PUD - 9.15' ! SNAKE RI L SEE SHEET 3OF5 \ �ti29.45' 72537� f ----- '-� 1 © �g6 i 71js N86'54'59"E - \ bye ryVi F �¢98 47.1T - OO \ seszs'sa"E 406.94' � z `i you o saopp21 E n NORTH 1 -------------- ------�F� m �� off' 125.95, A -N90'00'00"E LOTS `Co \� 0 30 60 120 I 114.80' W \ N N \ 52,922 S.F. SAAS 1P 9 p J \ SCALE IN FEET I zIS LOT 15@tee 56,941 S.F. �kh rn,N \\ •3\ �, Oy \\\ I926 S89.53'00"E p'C°ey9h \© 6'• O)°°; LOT 4 y y LOT 13 B3/jSeF 32.49' �° \` 3,L, \ yp5 96°j 84,621 S.F. O' rn I 50,810S.F O C7 �k51:�� Sj�•01\. 20.91, S89'53'00"E \ S89'53'00"E 317.24 w s6.16' tis9. oo. ;° _ LOT14- / ds' \- 157.31' 159.93' o•o ; 1 N ?6• '"� 50.464 S.F. I BLOCK 1 \ o T7 I I ro L9 z LOT 12 d ,i y� I U Tract A " I ^ 20,639 S.F. o O I 16286 S.F. 1 0- LOT 3 \ o I N89'S3'00"W °6. ' 1 LOT 6 0 22,760 S.F. I Easement Key _ I h° \ 45,587 S.F. o I 1 20.38' S Q\ z I QA UTILITY EASEMENT- ;' NS9, // OF' ss�•Q�s?� -9� I. © UTILITY.&.ACCESS EASEMENT I o B 33.00' 177.33' ©S89'S3'00'E 210.33' I - UTILITY& BIKE PATH EASEMENT o m N lge '\J6, .y6 /� I S89'53'00"E Z s926S •BS• / j ♦° j ,y6-61 y �� o L/-1 20' QD UTILITY&IRRIGATION EASEMENT 1 110.02' 8gf?38 //`off G /� EC36 �\ �� z 0 EXISTING EASEMENT PER INST. #2009-016660 9�, LOT 8 �� `�Qi\ L4- LOT 2 I °�' EXISTING EASEMENT FOR BIKE, PUBLIC UTILITIES, 20'�--� / ': / f. 20,672 S.F. `2 m F 40,472 S.F. \ n �p'\t\5 \ DO L2 L7 I DRAINAGE,AND IRRIGATION PURPOSES PER 1 210.50' 28.87' �1ho� /� �^�\ 0,�`s J \N6d°eyg - LN1115 „� INSL-#2009-016661 S89'53'00"E 239.37' % �iE / v\ aI LOT 11 w / O o3'00"E 141.90' I eo I 45,724 S.F. I U, S89'53'00"E 342.51' 1 1 N C2 \ N N I m 11 i I 1 S89'53'00"E LOT 10 l 1 5h o o I 1 o g O . o i. 25.08' I o T I 43,490 S.F. I� IN LOT9 I(6O v B n1 n 28,22115SF. o to ^ Q '-I 51,963S.F. IW w ^I LOT�7 o I^ w WI le o :" 31,215 S.F. o I en 1w o 01 to a oI p 0 i o 47.5", \�- --1-28-.69-' --- -------7oZ 47.5 z47.5'N8i --- ,1Z 47.5' 47.5'ZZ -- ---L 224.--J----- 77' r 345.50' 156.30' --1- N-5 -. SO'33'02"W 890.71' —44—' ----_'-II - � - C1 S8 BEGINNING "E REAL OF 58.00' N7'18' 1000. 44.47' 76' _ _ POLE LINE ROAD EAST — — — — - 5\Canon vas BASIS OF BEARING - SURVEY INST. #2009-017099 ��e FG\SFEgE Gip N89'53'00"W 2643.96' TWIN FALLS COUNTY 5{ A Reeoreee for: 10110 EHAI ENGINEERS cl s1-11-19 2 10:24:54 AA1 08-01-2018 yf rgTE OF 2018-011942 �00, EHM Engineers,Inc. No.P"g-:5 Fee:S 55.00 KRISTINA GLASCOCK County Clerk V 074-16 FP Deputy:SHUNTER SHEET 2 OF 5 PILLAR FALLS PLAZA,A PUD Line Table Curve Table LINE # BEARING DISTANCE CURVE # DELTA RADIUS ARC CHORD TANGENT CHORD BRG Li N89'53'00"W 33.00, C1 1N58'04" 458.00' 111.65' 111.38' 56.10' N82'53'58"W L2 N89'53'00'W 57.34' C2 2'31'45" 150.00' 6.62' 6.62' 3,31' N1'08'53"W N46'O6'27"E N34'12'58"W C3 13'20'58" 150.00' 34.95' 34.87' 17.55' N6'33'29"W 39.74' 39.23' L3 N89'53'00"W 66.00' . �s L4 N89 ' "W 24.34' E20 '5300 C4 3748'20" 150.00' 98.98' 97.19' 51.36' N32'08'08"W NORTH L5 N48'18'18"E 53.69' C5 48'37'33" 150.00' 127.31' 123.52' 67.77' N26'43'32W Ets 'Ai. C6 81'41'27" 72.00' 102.66' 94.18' 62.25' NI*39'00"W /4111 9 15, \ 0 30 60 120 L6 S58'10'21 W 23.66' SCALE IN FEET L7 NO'33b2"E 57.28' C7 65'59'42" 72.00' 82.93' 78.42' 46.75' N7529'34"W 10 F ii L8 S23'22'16"W 25.00' C8 115'53'39" 72.00' 145.64' 122.05' 114.99' SI3'33'45"W � off,F i LOT $ sue• L9 S89'53'00"E 20.11' C9 9625'12' 72.00' 121.16' 107.37' 80.56' N8724'20"E 2 24,693S.F. J9 sS�?S) L10 Si'15'15"W 56.71 C70 9'47'55" 200.00' 34.20' 34.16' 17.14' S41'47'52"W C11 14'45'42" 200.00' 51.53' 51.39' 25.91' S29'31'03W i `ro� a?j�• sEr cw,LS folio L11 SO'48'08"E 25.38' Op� �`'' � •d� '�d `� C12 22'01'12" 200.00' 76.86' 76.39' 38.91' SI1'07'36"W Qb 37.89' i C LOT 26tA L12 S24'24'14"E 38.60' 26,451 S.F. Sg'L .y6 Nam, \ C13 36'54'41" 200.00' 128.84' 126.63' 66.75' S2614'29"W C14 9'40'08" 200.00' 33.75' 33.71' 16.92' S4'57'04"W C15 6'18'55" 50.00' 5.51' 5.51' 2.76' S86'17'30"E C22 C23 ��\\ LOT24 1 Easement Key C16 56,53*46' 50.00' 49.65' 47.64' 27.09' S54'41'10"E etas �\ �� �6 ' C2S C \\ 23,096S.F. o, SET CAP.Is folio C17 26'47'19" 50.00' 23.38' 23.17' 11.91' S12'50'37"E I `"ie �' 0 --� ?A ` QA UTILITY EASEMENT I \ SET CAP, \ Is fond -j `0 C18 90'00'00" 50.00' 78.54' 70.71' 50.00' S44.26'58"E P © UTILITY&ACCESS EASEMENT C19 31'06'25' 75.00' 40.72' 40.22' 20.87' S16'06'14'W UTILITY& BIKE PATH EASEMENT I LOT 22 � � / 1 I� 1 °' � '�-{ C20 26'30'54" 75.00' 34.71' 34.40' 17.67' S44'54'54"W I 25,180S.F. I I LOT 23 1 1 135.g8' f o �i O UTILITY& IRRIGATION EASEMENT NI I -.225' B 2AO89S.F. 1 '4 1 14"W (A 0o' C21 5737'19" 75.00' 75.43' 72.29' 41.25' S29'21'41"W I I m I 1 78'24 ` EXISTING EASEMENT FOR BIKE, PUBLIC UTILITIES, DRAINAGE, m I 1 0 \ 1 /5� m �a1 0 AND IRRIGATION PURPOSES PER INST. # 2009-016661 C22 30'09'20" 75.00' 39.47' 39.02' 20.21' S73'15'01"W w I n o I BLOCK 1 �11 26 ;`/ j o C23 25'02'35" 75.00' 32.78' 32.52! 16.66' N79'09'01"W p ^ 'n I � 25 l 1 y 1 C24 55'01'58" 75.00' 72.04' 69.30' 39.0T N39'06'45"W in I S89'26'58"E b I 1 1 LOT 19 0 k b 136.5W Z I 193.56' 1 1 21,021 S.F. I (7 C25 11013'53" 75.00' 144.29' 123.05' 107.57' N66'42'43 W Z i m I N89'26'58"W o I 1 1 18.97' O o I 1 N 1 Easement Line Table Easement Curve Table o j LOT 21 I b j LOT 20 11 > 11 �yti9�bio, 0 \ LINE E BEARING DISTANCE CURVE E# DELTA RADIUS ARC CHORD TANGENT CHORD BRG 19,722 S.F�I 25V), i 26,777 S.F. # E13 S18'23'45"E 24.62' EC26 64'3434" 65.00' 73.26' 69.44' 41.07' S5'05'14"W -- ---- \ `�• 6 23 4T �ifl, E14. N89'26'58"W 35.00' EC27 5546'16" 15.00' 14.60' 14.03' 7.94' S9'29'23"W Cis S89'26'58"E \p LOT 18 \ E15 N51'19'47"W 81.88, EC29 71'03'13" 15.00' 18.60' 17.43' 10.71' S53'55'21"E S89'2658'E ' 10340 \�\ _ C15 r 171.86 fp 9�\I 29,893S.F. E16 NT33'02"E 15.24' EC30 55'46'16" 15.00' 14.60' 14.03' 7.94' N46'16'53"W �__/�\ ---B -------�?,q `\ 20'I b 2,0' \� 9.15' Y� E17 S88'42'20"E 14.80' EC31 69'02'29 65.00' 78.32' 73.67' 4C71' N39'38'46'W E18 S4T28'33"W 59.51' EC32 48'27'48" 65.00' 54.98' 53.36' 29.26' N19'06'22'E N p ^ I LOT 16 LOT 17 N?p �\ pg,45' E19 N78'40'43W 25.50' EC33 50'27'04" 65.00' 57.23' 55.40' 30.62' S52'25'35"E n I 25,283 S.F. b 28,534 S.F. P w w..� \ � E,0' = � © \ � E20 S41'59'52"E 7.61' EC34 51'09'18" 187.00' 166.96' 161.47' 89.51' N25'27'39"W E21' N51'19'47"W 99.59' EC35 51'09'18 147.00' 131.25' 126.93' 70.36' N25'27'39'W 1 e5 V E22 NO'33'02"E 27.43' EC36 56'S4'OS' 107.00' 106.26' 101.95' 57.98' N8T31'30"E -----181.00'--�---- ------ -•225.94'-- 67.91' S89'26'58"E 406.94' w/ E23 S5T1O'10"W 33.50, EC37 46'34'50" 164.00' 133.33' 129.69' 70.60' S2324'25"W E24 S58'10'10"W 31.62' EC38 42'19'49" 247.50' 182.85' 178.72' 95.83' S21'16'55"W lJ �Q SEE SHEET 2 OF 5 E25 N18'23'45W 91.91, E26 S46'41'50"W 27.24' E27 S51'02'18"E 29.27' aSs\E\5T q�sp9 E28 N47*12'09"E 69.16, TWIN FALLS COUNTY R«Torn for: 10110 E29 S51'O2'18'E 73.09' EHAIENGINEERS C, ,n1.11•Ibo 0 10:24:54AM 08.01.2018 ��r� O 2018-011942 TCp 1p Fl1ER s•�P� EH1VI P.R Engineers,Inc. No. 5 $ K ee:S5 RISTINA CLFee: � County Clerk V 074-16 FP Deputy:B1IUATER SHEET 3 OF 5 i PILLAR FALLS PLAZA,A PUD CERTIFICATE OF OWNERS ACKNOWLEDGMENT THIS IS TO CERTIFY THAT THE UNDERSIGNED IS THE OWNER OR REPRESENTATIVE OF THE OWNERS IN FEE SIMPLE OF THE STATE OF IDAHO )SS FOLLOWING DESCRIBED PROPERTY, LOCATED IN A PORTION OF GOVERNMENT LOT 6 AND LOT 18 OF SECTION 34, TOWNSHIP 9 SOUTH, COUNTY OF�TW,,IN FALLS ) /, RANGE 17 EAST, BOISE MERIDIAN, TWIN FALLS COUNTY, IDAHO; SAID PROPERTY BEING MORE SPECIFICALLY DESCRIBED AS FOLLOWS: ON THISSLDAY OF J,AaLI _ 2018, ATOM., BEFORE ME, THE UNDERSIGNED,A NOTARY PUBLIC IN COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTION 34,SAID CORNER LIES SOUTH 89'53'00"EAST 2643.96 FEET FROM THE SOUTH AND.FOR.SAID.STATE, PERSONA Y APPEARED JOHN REITSMA,.(SOLE) KNOWN OR IDENTIFIED.TO.ME.TO BE.THE PERSON, WHOSE QUARTER CORNER OF SAID SECTION 34 AS SHOWN ON THAT CERTAIN RECORD OF SURVEY RECORDED DECEMBER 4, 2008 AS INSTRUMENT NO. NAME SUBSCRIBED TO THE FOREGOING CERTIFICATE,AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME. 2008-025645,OF OFFICIAL RECORDS,IN THE OFFICE OF THE COUNTY RECORDER OF TWIN FALLS COUNTY; IN WITNESS WHEREOF, ( HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE.DAY AND YEAR IN THIS CERTIFICATE THENCE,NORTH 89'53'00"WEST 293.90 FEET ALONG THE SOUTH BOUNDARY OF SAID SECTION 34 TO THE SOUTHEAST CORNER OF SAID RECORD FIRST ABOVE WRITTEN. OF SURVEY; #o_ THENCE, LEAVING SAID SOUTH BOUNDARY,NORTH O1-18'58"EAST 44.47 FEET ALONG THE EAST BOUNDARY OF SAID RECORD OF SURVEY TO A POINT ON THE NORTH RIGHT-OF-WAY LINE OF POLE LINE ROAD EAST AS SHOWN ON THAT CERTAIN PLAT ENTITLED"PILLAR-FALLS SUBDIVISION- ST NOTAARR("''lPUBLIICCCNO. 1", RECORDED JULY 27,2009 AS INSTRUMENT NO.2009-017099,OF OFFICIAL RECORDS,IN SAID OFFICE OF THE COUNTY RECORDER OF 'yin !Q''S TWIN FALLS COUNTY AND BEING THE REAL POINT OF BEGINNING; RESIDING AT THENCE,ALONG THE ARC OF A NON-TANGENT 458.00 F00T RADIUS CURVE TO THE LEFT,THROUGH A CENTRAL ANGLE OF 13'S8'04",AN ARC Ip /'i 118DISTANCE OF 111.65 FEET WITH A CHORD DISTANCE OF 111.38 FEET THAT BEARS NORTH 82'S3'S8"WEST ALONG SAID NORTH RIGHT-OF-WAY COMMISS N PIRES UNE; THENCE,CONTINUING ALONG SAID NORTH RIGHT-OF-WAY UNE,NORTH 89-53'00"WEST 890.71 FEET TO A POINT ON THE WEST BOUNDARY OF SAID RECORD OF SURVEY; THENCE,NORTH 00'33'02"EAST 1165.27 FEET ALONG SAID WEST BOUNDARY; THENCE,NORTH 58'10'10"EAST 265.75 FEET ALONG THE NORTHWESTERLY BOUNDARY OF SAID RECORD OF SURVEY; THENCE,CONTINUING ALONG SAID NORTHWESTERLY BOUNDARY,NORTH 46'06'27"EAST 39.74 FEET TO THE WESTERLY CORNER OF TRACT A AS - SHOWN ON SAID PLAT, THENCE,SOUTH 34-12'58"EAST 39.23 FEET ALONG THE SOUTHWESTERLY BOUNDARY OF SAID TRACT A, THENCE,SOUTH 41-59'52"EAST 106.67 FEET ALONG SAID SOUTHWESTERLY BOUNDARY; THENCE,SOUTH 46-32'57"EAST 65.13 FEET ALONG SAID SOUTHWESTERLY BOUNDARY; THENCE,SOUTH 23-21'51"EAST 110.90 FEET ALONG SAID SOUTHWESTERLY BOUNDARY; THENCE,SOUTH 00'48'08"EAST 25.38 FEET ALONG-SAID SOUTHWESTERLY BOUNDARY; THENCE,SOUTH 11-03'57"EAST 141.80 FEET ALONG SAID SOUTHWESTERLY BOUNDARY; THENCE,SOUTH 34-47'43"EAST 176.19 FEET ALONG SAID SOUTHWESTERLY BOUNDARY; - THENCE,SOUTH 24-24'14"EAST 38.60 FEET ALONG SAID SOUTHWESTERLY BOUNDARY; THENCE,SOUTH 64-21'11"EAST 177.51 FEET ALONG SAID SOUTHWESTERLY BOUNDARY; THENCE,NORTH.8654'59'EAST.47.17.FEET ALONG.SAID.SOUTHWESTERLY.BOUNDARY;- THENCE.SOUTH 80'0021"EAST 125.95 FEET ALONG SAID SOUTHWESTERLY BOUNDARY; THENCE,SOUTH 3T25'23"EAST 178.90 FEET ALONG SAID SOUTHWESTERLY BOUNDARY TO THE NORTHERLY CORNER OF TRACT B AS SHOWN ON - SAID PLAT; THENCE,SOUTH.3T15'46".WEST 70.76.FEET ALONG.THE BOUNDARY OF SAID.TRACT.B; _ THENCE,SOUTH 01'15'15"WEST 56.71 FEET ALONG SAID BOUNDARY OF TRACT B; THENCE,SOUTH 89'53'00"EAST 20.11 FEET ALONG SAID BOUNDARY OF TRACT B TO A POINT ON SAID EAST BOUNDARY OF SAID RECORD OF SURVEY., THENCE,SOUTH.O1-78'58'.WEST.394.63,FEET ALONG.SAID EAST.BOUNDARY.TO SAID REAL POINT.OF BEGINNING.. THE GROSS AREA CONTAINED IN THIS PLATTED LAND AS DESCRIBED IS 21.61 ACRES. IT IS THE INTENTION OF THE UNDERSIGNED TO.AND HE DOES HEREBY INCLUDE SAID LAND IN THIS PLAT. THE 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 UTILITY AND OTHER.DESIGNATED.PUBLIC USES ARE TOBE ERECTED WITHIN THE LINES OF SAID EASEMENTS. PURSUANT TO IDAHO CODE 50-1334,.1, THE UNDERSIGNED,AS OWNER, DO HEREBY STATE THAT THE LOTS ON THIS PLAT ARE ELIGIBLE TO RECEIVE WATER SERVICE FROM THE CITY OF TWIN FALLS MUNICIPAL WATER SYSTEM. PURSUANT TOIDAHO CODE 31-3805,I;-THE UNDERSIGNED, AS OWNER, DO HEREBY STATE THAT THE IRRIGATIONWATER RIGHTS APPURTENANT AND THE ASSESSMENT OBLIGATION OF THE LANDS IN THIS PLAT HAVE NOT BEEN TRANSFERRED FROM SAID LANDS AND THAT A.SATISFACTORY IRRIGATION.WATER.DELIVERY.SYSTEM.IS.PROVIDED.FOR.AND.HAS.BEEN APPROVED.BY THE TWIN.FALLS CITY COUNCIL. LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED TO WATER RIGHTS AND WILL BE OBLIGATED FOR ASSESSMENTS FROM THE TWIN FALLS CANAL COMPANY. BY: J SS�pNAL LLLANOSG ��•�\STE TI pF3'9Pk TWIN FALLS COUNTY 10110 A Recereee rar: o 'FII-I8 ElAI ENGINEERS y d} I0:14:54 AA1 08-01-2018 �J'J.qrE OF EHM Engineers,Inc. No.201:5 Fe42 OOHER S.�P e:$55.00 A7RISTI Fe2LSTiNA GLASCOCK County Clerk V 074-16 FP Deputy:BHUNl'ER SHEET 4 OF 5 PILLAR FALLS PLAZA,A PUD CERTIFICATE OF SURVEYOR COUNTY SURVEYOR'S CERTIFICATE THIS IS TO CERTIFY THAT I, CHRISTOPHER S. HARMISON,A PROFESSIONAL LAND SURVEYOR IN THE STATE OF IDAHO, MADE THE I, THE UNDERSIGNED, PROFESSIONAL LAND SURVEYOR FOR TWIN FALLS COUNTY, IDAHO, DO HEREBY CERTIFY THAT I HAVE SURVEY OF THE LAND DESCRIBED IN THE CERTIFICATE OF OWNER AND THAT THIS PLAT IS A-TRUE AND ACCURATE REPRESENTATION CHECK THIS P AND THAT IT COMPLIES WITH THE STATE OF IDAHO CODE RELATED TO PLATS ANDSURVEYS. - OF SAID SURVEY AS MADE AND STAKED UNDER MY SUPERVISION AND ACCURATELY REPRESENTS THE POINTS PLATTED THEREON,AND 1 IS IN CONFORMITY WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS. - [/((J/Z O 18 oOe'S\O�pstENosG'Fa COURNTY S Y ION OR.' L— ✓3 DATE E56 101110 ,r17-II-I$� o OF r�pf1ER S.�PQ J ACKNOWLEDGMENT STATE OF=K APPROVAL OF CITY COUNCIL COUNTY of(?Xdirt� j SS ON THIS I b DAY OF I& 2018,AT q'-4 Q.M., BEFORE ME, THE UNDERSIGNED,A NOTARY PUBLIC IN THIS TrAT WAS ACCEPTED D APPROVED BY THE CfiY COUNCIL OF TWIN FALLS, IDAHO AT THEIR MEETING ON AND FOR SAID STATE, PERSONALLY)APPEARED GEORGE A. YERION, PERSONALLY KNOWN OR IDENTIFIED TO ME TO BE THE PERSON DAY OF 2018. WHOSE NAME IS SUBSCRIBED TO THE ABOVE CERTIFICATE AND ACKNOWLEDGED TO ME THAT HE EXECUTED THESAME. IN WITNESS WHEREOF, 1 HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR IN THIS CERTIFICATE ' \'b&11 FIRST-ABOVE WRITTEN. MAYOR CITY fLERK, e Lisa Ritter NOTARY PUBLIC � Notary Public �itl�" r State of Idaho RESIDING AT i0/B/.PLV2,Z- COMWSSIqN EXPIRES 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 I, i�"tItLYJ t7C7�C.e� ,.COUNTY TREASURER IN AND.FOR THE.COUNTY OF TWIN.FALLS,.IDAHO.PER THE. THE CITY OF TWIN FALLS, IDAHO. REQUIREMENTS OF IDAHO CODE 50-1308, DO HEREBY CERTIFY THAT ALL COUNTY 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. c S /�L//G/ �NEER ATTES � 7��8 COU TREASURER DATE COUNTY RECORDER'S CERTIFICATE INSTRUMENT NO. STATE OF IDAHO COUNTY OF TWIN FALLS ss ON THIS DAY OFA-WaUS� 2018.AT , • .fIM., THE FOREGOING PLAT FILED FOR RECORD THE OFFICE OF THE RECORDER F TWIN FALLS COUNTY, IDAHO AND DULY RECORDED IN PLAT BOOK , ON PAGE . DEPUTY U EX-OFFICCIO RECORDED TWIN FALLS COUNTY Recorded for: EMI ENGINEERS 10:24:54AAI 08-01-20I8 EHM Engineers,Inc. 2ltes:5 1942 Q No.PaRes:S Fee:$55.00 b KRISTINA GLASCOCK County Clerk V 074-16 FP Deputy:BHUN-rER - SHEET 5 OF 5