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CC - Final Plat Final Plat Legend: 0 FOUND BRASS OR ALUMINUM CAP MONUMENT, AS SHOWN Southrmidge u i v i s i e n Phase 5 FOUND 5/8"REBAR PLS 7880 OR AS SHOWN • FOUND 1/2"REBAR, PLS 7880, OR AS SHOWN Located in the Northeast One Quarter of Section 23, OO SET 5/8"X24" REBAR WITH PLASTIC CAP, PLS 7880 C Township 3 North, Range e 1 West Boise Meridian 0 SET 1/2"x24"REBAR WITH PLASTIC CAP, PLS 7880 0 CALCULATED POINT, (NOT SET) FOUND ALUMINUM CAP Meridian, Ada County, Idaho _ _ _ SECTION LINE CP&F INSTR. NO. 110088910 2021 0 100E 200E FOUND BRASS CAP SUBDIVISION BOUNDARY LINE CP&F INSTR. NO. 107153515 5.14 RIGHT-OF-WAY LINE SCALE: 1" = 100' S89°19'41"E 2661.73' S.14 S.13 _ _ _ — — _ INTERIOR LOT LINE S•23 W. OVERLAND RD. 5p S.24 — ROAD CENTERLINE UNPLATTED S89021'13"E - - ADJACENT LOT LINE _ 300.00' _ • • BLOC 14 Q ;' I — —— — —— —— — EASEMENT LINE LU I 1 0 4 5 �,�' ---------------------- TIE LINE 0 O © o r I 15 LOT NUMBER 0 cn ; z � �,. Notes: WC WITNESS CORNER / 1. ALL LOT LINES COMMON TO A PUBLIC RIGHT-OF-WAY LINE HAVE A TEN (10) FOOT WIDE PERMANENT PUBLIC UTILITIES, PROPERTY w — • CS UNPLATTED ��/, DRAINAGE AND PROPERTY IRRIGATION EASEMENT, UNLESS DIMENSIONED OTHERWISE. SAID DRAINAGE AND IRRIGATION I • I EASEMENTS ARE RESERVED FOR THE SOUTHRIDGE SUBDIVISION OWNERS ASSOCIATION. CID 7 © ® \ �,�;�°�06 '� I 2. EACH SIDE OF INTERIOR LOT LINES HAVE A FIVE (5) FOOT WIDE PUBLIC UTILITIES, PROPERTY DRAINAGE AND PROPERTY IRRIGATION coCD I w •CD EASEMENT, UNLESS DIMENSIONED OTHERWISE. SAID DRAINAGE AND IRRIGATION EASEMENTS ARE RESERVED FOR THE SOUTHRIDGE z �2 1 y�a�y T ` S�1°183 F ;' I SUBDIVISION OWNERS ASSOCIATION. err `261.Og 3 1/ ® / / 3. REAR LOT LINES AND ALONG THE EXTERIOR SUBDIVISION BOUNDARY HAVE A TEN (10) FOOT WIDE PERMANENT PUBLIC UTILITIES, Cn \ PROPERTY DRAINAGE AND PROPERTY IRRIGATION EASEMENT, UNLESS DIMENSIONED OTHERWISE. SAID DRAINAGE AND IRRIGATION r 16 / 23 1 • / / / EASEMENTS ARE RESERVED FOR THE SOUTHRIDGE SUBDIVISION OWNERS ASSOCIATION. 4. MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE APPLICABLE ZONING AND SUBDIVISION REGULATIONS AT m 15 22 S18041'27"W I M THE TIME OF ISSUANCE OF THE BUILDING PERMIT, OR AS SPECIFICALLY APPROVED AND/OR REQUIRED. 10 21 O3 O j 50.00 I� m¢O 5. ANY RESUBDIVISION OF THIS PLAT SHALL CONFORM TO THE APPLICABLE REGULATIONS IN EFFECT AT THE TIME OF RESUBDIVISION. • ® / I N m 6. LOT 14, BLOCK 10; LOT 1, BLOCK 11; LOT 1 &13, BLOCK 12; LOTS 1, 7&13, BLOCK 13;AND LOT 1, BLOCK 14 ARE DESIGNATED AS O COMMON LOTS AND SHALL BE OWNED AND MAINTAINED BY THE SOUTHRIDGE SUBDIVISION OWNERS ASSOCIATION. N � \ O5 4 N co POINT OF BEGINNING y z 7. IN COMPLIANCE WITH IDAHO CODE SECTION 31-3805(1)(b), THE OWNER OF THIS SUBDIVISION HAS PROVIDED AN UNDERGROUND °, / NORTHWEST CORNER OF CD cc J IRRIGATION SYSTEM. LOTS WITHIN THIS SUBDIVISION WILL BE OBLIGATED FOR ASSESSMENTS FROM THE NAMPA-MERIDIAN \ CmC/) IRRIGATION DISTRICT FOR SAID IRRIGATION WATER.� SOUTHRIDGE SUBDIVISION PHASE 3 13 �H / �. I 8. ALL RESIDENTIAL LOTS WITHIN THIS SUBDIVISION WILL BE PROVIDED WITH PRESSURIZED IRRIGATION SERVICE WHICH WILL BE 17 • OWNED AND OPERATED BY THE SOUTHRIDGE SUBDIVISION OWNER'S ASSOCIATION. ALL PRESSURIZED IRRIGATION SYSTEMS IN 50, I COMMON LOTS WITHIN THIS SUBDIVISION WILL BE OWNED AND MAINTAINED BY THE SOUTHRIDGE SUBDIVISION OWNER'S ASSOCIATION. LU 2Z ~ 6' 9. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF THE IDAHO CODE, RIGHT TO FARM ACT,WHICH STATES: "NO AGRICULTURAL N52°07'13"E ��� • \ 15 0 �FD / / OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY 35.00' 14 CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR O z \\ 10 CO, ® '�� MORE THAN ONE (1)YEAR,WHEN THE OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS / / CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHENEVER A NUISANCE RESULTS FROM THE IMPROPER OR / \ 13 11 O OV �� References NEGLIGENT OPERATION OF ANY AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF." N52°03'57"E v 1 --" 184.78E 10. THE LOTS, INCLUDING BUILDING AND OCCUPANCY, ARE SUBJECT TO THE TERMS AND CONDITIONS OF THAT CERTAIN MASTER C• ' \\ // 1. PLAT FOR SOUTHRIDGE SUBDIVISION PHASE 1, BOOK 104 OF I DECLARATION OF COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS FOR SOUTHRIDGE SUBDIVISION FILED AS INSTRUMENT PLATS AT PAGES 14056 THROUGH 14063, RECORDS OF ADA NO. OFFICIAL RECORDS OF ADA COUNTY IDAHO. COUNTY, IDAHO. I 11. THIS SUBDIVISION IS SUBJECT TO A LICENSE AGREEMENT WITH ACHD AS RECORDED IN INSTRUMENT NO. 2. PLAT FOR SOUTHRIDGE SUBDIVISION PHASE 2, BOOK 111 OF 12. DIRECT LOT ACCESS TO S.SPANISH FORK WAY IS PROHIBITED. PLATS AT PAGES 16013 THROUGH 16017, RECORDS OF ADA 11 14 /• COUNTY, IDAHO. 13. THE BOTTOM ELEVATION OF HOUSE FOOTINGS SHALL BE A MINIMUM OF 12-INCHES ABOVE THE HIGHEST KNOWN NORMAL GROUND \ • // � l W Wood Chip St WATER ELEVATION. '�� 3. PLAT FOR SOUTHRIDGE SUBDIVISION PHASE 3, BOOK 118 OF 2 14 �Q \ •� c�h`L�o,'`D / PLATS AT PAGES 18003 THROUGH 18007, RECORDS OF ADA ma's 10 C3 COUNTY, IDAHO. 5 O /6* \ / ! ;I S 0 U T H R I D G E 4. RECORD OF SURVEY No. 10035, RECORDS OF ADA COUNTY, I ": p SUBDIVISION PHASE 3 IDAHO. N37°52'47"W Survey Narrative WC • .32.47' S52°07'13"W THIS PLAT WAS PREPARED TO CONTINUE THE DEVELOPMENT OF THE SOUTHRIDGE SUBDIVISION PROPERTY IN PHASES.THE PROPERTY BEING PLATTED IS ADJACENT TO SOUTHRIDGE SUBDIVISION No.3.THE CORNER 50.00E MONUMENTS FOR PHASES 3 WERE HELD FOR THOSE BOUNDARY LINES.THE NORTHEAST CORNER OF SECTION 0— I 23 AND THE EAST 1/4 CORNER OF SECTION 23 WERE USED AS THE BASIS OF BEARINGS. Curve Table: RIDENBAUGH CANAL EASEMENT CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD LENGTH 1/4 EAS 1/4 CORNER FOUND pj;LA D / �� %' T H E INSTR. NO. 7608075 C1 31.42' 20.00' 90°00'00" S26°18'33"E 28.28' ALUMINUM CAP G\ ER Slkloc WE C2 335.48' 575.00' 33°25'46" S35°24'20"W 330.75' 3.23 S.24 CP&F INSTR. NO.2018-009553 w� LAND C3 31.42E 20.00E 90°00'00" N82°52'47"W 28.28E a 7880 GROUP C5 57.71' 325.00' 101024" S57°17'04"E 57.63' 1-15-2021 C6 94.40' 291.75' 18°32'22" S61°28'03"E 93.99' OF 0P�Q� 462 EAST SHORE DRIVE, SUITE 100 Y�SR.WA EAGLE, ID 83616 (208) 939-4041 PN 117036 SHEET 1 OF 5 Final Plat Southrmidge Subdivision Phase 5 _ Line Table SEE SHEET 3 M 2021 SEE SHEET 3 LINE BEARING LENGTH 33, d 8 0 SJ ° 11 152°07'1IV 89.12' 102.70' M a S18 0 0 6 0 / l 1 1833,E r' / co CO COCO CO 860 CICDO V 30, �, 33"� � �� 86 L2 S37°52'47"E 10.00' • 25' 0 25 JI N89°22'22"W 1 J O �' 0 30, /�'' 8600 ® / co co /� 00 co rn e rn L3 S00°37'38"W 15.09, S L4 S37°52'47"E 16.40' / v O a ���r�� ,1°r8, 5 5v Z I 11 0 S ° V 860 F l n�i N SJ1° L5 S00°38'58"W 12.00' c9 �` oo/ �� / sg°qg3 M 0 0 / °a °rr l 1833'F 19 g ® V 1 ��� 5860 36c lrn S?1°18, O O rr / 0 33F o 30' o /�' 8600, l - Co a 12 o`L / oo C:), I © o / 30, / 0 40' 80' \ o�, �°��' / p / 18 N rn 0\A 13 o o /�V sSy° Vao S82°SrS3F / / S�0° \ �5 ���o%�'� oo / 86 �8Q3, V�o 6pp' l,� 86 p1 11"F / 5 o F .0 - \ p �� P Curve Table C68 `L ,�0 �,��b`� s� CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD LENGTH `L s �° V S° • cAjs`'� Oo °Q1�� Q� OHO SjSF 860�3rF o'/ Sss° 01 20.94' 20.00' 60°00'00" S67°52'47"E 20.00' 86 og3�F C2 10.47' 20.00' 30°00'00" N67°07'13"E 10.35' C5 20.94' 20.00' 60°00100" S07°52'47"E 20.00' Co Qa s ° �� S / r� O C6 10.47' 20.00' 30°00'00" S37°07'13"W 10.35' 60� / sss°7 C7 24.32' 469.00' 2'58'15" S50°38'05"W 24.32' c9�°O �� �"� �Q �'�Q / / o 86 p,�BF Vry C8 39.79' 469.00' 4°51'42" S46°43'07"W 39.78' co N52007'13"E 35.00' .F, ' �� &6 S� ti° 5 s 9 / �\ NA' Irj° C9 39.79' 469.00' 4°51'42" S41°51'25"W 39.78' llr�' C10 10.47' 20.00' 30°00'00" S37°07'13"W 10.35' / 10 ��� `�TTj ���� 1Co* `S:�?6, // C11 20.94' 20.00' 60°00'00" S07°52'47"E 20.00' c9j° �( Op, V C12 28.67' 409.00' 4°00'58" N50°06'44"E 28.66' 5 O 'o \ DQ �"i� SO sr'QjO C15 28.78' 555.00' 2°58'15" N50°38'05"E 28.77' CSC Off° /� 0 C16 47.09' 555.00' 4°51'42" N46°43'07"E 47.08' job S�, �5ti && Sc,Q� 11 / / V S S 61 C18 47.09' 555.00' 4°51'42" N41°51'25"E 47.08' 13�`��� 12 C19 335.48' 575.00' 33°25'46" S35°24'20"W 330.75' C20 47.09' 555.00' 4°51'42" N36°59'44"E 47.08' gQ C21 31.42' 20.00' 90°00'00" N82°52'47"W 28.28' /4�§ G1 �6�?��� ,cb / C22 47.09' 555.00' 4°51'42" N32°08'02"E 47.08' �3 o zl� �p � DQ�Q \ Oj9 3✓ � 0. 11 / C23 47.09' 555.00' 4°51'42" N27°16'21"E 47.08' 'l / � �� s� Z�)16e � � 1, 'j / C24 47.09' 555.00' 4°51'42" N22°24'39"E 47.08' / 5 Q / GOD ��n\<<, O� �F C25 12.49' 555.00' 1'17'21" N19°20'08"E 12.49' R 0Q SO 12 C26 10.55' 469.00' 1'17'21" S19°20'08"W 10.55' C27 39.79' 469.00' 4°51'42" S22°24'39"W 39.78' 6' sr / C29 39.79' 469.00' 4°51'42" S27°1621"W 39.78' ��� / C30 39.79' 469.00' 4°51'42" S32°08'02"W 39.78'� 06, N c) OD �Q. C31 39.79' 469.00' 4°51'42" S36°59'44"W 39.78' C32 134.49' 200.00' 38°31'46" S18°36'55"E 131.97' C37 256.14' 439.00' 33°25'46" N35°24'20"E 252.52' \! OOj� O O`pOc� °,`'�"�� �'��' Curve Table C38 49.89' 409.00' 6°59'23" N44°36'33"E 49.86' /L c�0 cj1 &�o Q • �� Gj`L C39 49.89' 409.00' 6°59'23" N37°37'11"E 49.86' Edo 00 �O`� o-2L 0� ��`' �' Zo CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD LENGTH C40 49.89' 409.00' 6°59'23" N30°37'48"E 49.86' / �� C46 50.78' 323.00' 9°00'27" N42°41'31"E 50.73' C41 49.70' 409.00' 6°57'43" N23°39'1YE 49.67' BOO, \\ �� `n / �� / C47 39.40' 323.00' 6°59'23" N37°37'11"E 39.38' cry • `1 042 10.58' 409.00' 1°28'57" N19°25'55"E 10.58' C48 50.78' 323.00' 9°00'27" N33°41'04"E 50.73' / \ C21 C43 22.64' 323.00' 4°00'58" N50°06'44"E 22.64' 10 / N37052'47"W 32.471, C49 39.40' 323.00' 6°59'23" N30°37'48"E 39.38' C44 27.76' 323.00' 4°55'29" N49°39'28"E 27.75' / S52007113"W 0.00' C50 50.78' 323.00' 9°00'27" N24°40'37"E 50.73' C45 39.40' 323.00' 6°59'23" N44°36'33"E 39.38' O� C52 8.36' 323.00' 1°28'57" N19°25'55"E 8.36' 'op C53 6.13' 237.00' 1°28'57" S19°25'55"W 6.13' C54 37.26' 237.00' 9°00'27" S24°40'37"W 37.22' C55 37.26' 237.00' 9°00'27" S33°41'04"W 37.22' Ole LA 37.26' 237.00' 9°00'27" S42°41'31"W 37.22' LA / =� 1�� THE \ C57 20.37' 237.00' 4°55'29" S49°39'28"W 20.36' �10 N�Srj l . LAN D • C60 95.79' 177.00' 31°00'25" N36°37'00"E 94.62' F . C64 7.48, 177.00, 212521" N19°54'07"E 7.48' a 788 0 ' GROUP C65 45.06' 175.00' 14'45'13" S30°30'11"E 44.94' 1-15-2021 �IAJ \ T .�� 462 EAST SHORE DRIVE, SUITE 100 ��� C66 72.62' 175.00' 23°46'33" S11°14'18"E 72.10' �y TE OF 0 EAGLE, ID 83616 C67 10.47' 20.00' 30°0090" S52°52'47"E 10.35' R.WA (208) 939-4041 C68 20.94' 20.00' 60°00'00" N82°07'13"E 20.00' PN 117036 SHEET 2 OF 5 0 Final Plat Southrmidge Subdivision Phase 5 S89021'13"E 300.00' _ _ 2021 Curve Table Curve Table 8.0 • O -(mil n � _ _ 25' 25' 10.00' 48.00' 40' 48.00' 48.00' 48.00' • CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD LENGTH CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD LENGTH IBLOCK 14 C3 20.94' 20.00' 60°00'00" N29°21'02"W 20.00' C73 34.68' 315.38' 6'1759" N67°53'44"W 34.66' C13 57.71' 325.00' 1010124" S57°17'04"E 57.63' C74 8.03' 20.00' 23'00'10" S30°11'32"W 7.98' L N rn I C14 94.40' 291.75' 18°32'22" S61°28'03"E 93.99' C75 5.55' 20.00' 15'54'19" N49°15'42"W 5.53' M w �co rn M = w I C17 31.42' 20.00' 90°00'00" S26°18'33"E 28.28' C76 20.94' 20.00' 60°00'00" N11°18'33"W 20.00' °�° O80O o 0 O O o 6' c� C32 134.49' 200.00' 38°31'46" S18°36'55"E 131.97' C77 33.94' 275.00' 7*04'17" N60°45'00"W 33.92' 00 00 M r co 0 o 0 4 o ti M o� o `� T c�i� z T O r o C33 194.40' 300.00' 37007'36" N70°45'40"W 191.01, C78 60.05' 275.00' 12°30'44" N70°32'31"W 59.94' 0 40' 80' I 0o z r `� w c/) C34 102.62' 316.75' 18°33'45" S61028'45"E 102.17' C79 60.10' 275.00' 1203120" N83°03'33"W 59.98' 25' 25' C35 102.62' 316.75' 18°33'45" S61°28'45"E 102.17' C80 3.25' 325.00' 0°34'21" N89°02'18"W 3.25' I C80 I C41 49.70' 409.00' 6°57'43" N23°39'1YE 49.67' C81 48.21' 325.00' 8°30'00" N84°30'08"W 48.17' a 37.96'_ 44.75' C81_ _ - _ I C42 10.58' 409.00' 1°28'57" N19°25'55"E 10.58' C82 49.40' 325.00' 8°42'30" N75053'53"W 49.35' C4 N89019'29"W 82.72' R R/W C82' �, C53 6.13' 237.00' 1°28'57" S19°25'55"W 6.13' C83 52.03' 325.00' 9'10'22" N66°57'27"W 51.98' N N rw C54 37.26' 237.00' 9°00'27" S24°40'37"W 37.22' C84 10.48' 20.00' 30°01'33" S75°39'45"W 10.36' ° N89°19'29"W 127.70' ° R w3\ C55 37.26' 237.00' 9°00'27" S33°41'04"W 37.22' C85 20.94' 20.00' 60°00'00" S30°38'58"W 20.00' - _ N N • C58 10.47' 20.00' 30°00'00" S33°41'27"W 10.35' N89019'29"W 8268' C'3\ t� C C59 20.94' 20.00' 60°00'00" S78°41'27"W 20.00' . �- R/W R/W R/W ti r3 1 -64 - 38.87'- - -43.81' - - _C79 _ _ _ R - - \ C64 7.48' 177.00' 2°25'21" N19°54'07"E 7.48' o� 25' 25' VI \ Cj8 • C66 72.62' 175.00' 23°46'33" S11°14'18"E 72.10' R 1� C69 10.47' 20.00' 30000'00" NO3°41'27"E 10.35' c� h w I c) � LL 7 �, O C3 C C71 20.94' 20.00' 60°00'00" N41°18'33"W 20.00' 7 6 = >> rQ � 0 a M 5 ® 0 � O ` C72 25.59' 20.00' 73'17'49" S78°20'32"W 23.88' 0o I rn 1 ,1° � 0 °° o M Lo 60 C D O \ °O COI coCD O�j o V CD CDz I I � h 30, 3S a 10.00' 48.84' 43.81' ti L,�av \ O l I N89°19'29"W 102.65' ` SJr° o - I 1 118 � `� Tomer b N �. ® v 1843 14ps5 4g = l CO 3p v N�1 C�3 �/!N N�1°1833„w D. �9 °O ,L, I 96' l ctr /� �h °18'33„W N�1°18 261.21\ o °°� I 102.66' 13 0p o �M 8q 41 33„W 912 a' ao / o N89022'22"W R CIO z �, ,�. / S;7°1 0 8 lVj1°18 o a 833„ ri rr 3,3", I a' 09 r co Ssg°56 4;/ CO " l0 86 F � W"6 N ° I �i � r 1234 00'F V / CO op O l 1.21 S18 41 27 W 50.00 M V� 22 s>1° �c 30, R/W /Vj1°18 ° 102.68 / ° 3 1 0 �C5 3 / V CO = / o N 86 833 F o/ 30, C,`'4' R lNW 66 0 p N89022'22"W z � 0 z Op' "' N� ° l m 15 / �' /o S 1°18'33,F l / 1 1833„W • l / CO 86 00, 0 /� 833"' 00 O o / / .� 10 6g2p l 21 S�1° o `er y06 F / o 1833'F °l 33' 8 oo / / S�1°18 102.70' M a /,\`" S?1°18 0 a 6 33'F 0 30, M. 33„ ° / 8 SEE SHEET 2 • 25' 0 25' J N89°22'22"W 1 co o ° 30, /M 8600, F CO ® / �� rn / spp' SEE SHEET 2 3 dpo� 14 v 20 c �. S';1 01833„ Sv co Ssg° 86Op F /;`,' s ;�' rn Sal°18 a N oo/ / qg3 / °a °� l� 33'F 6 = CO N _o � 86 ° CO 86 po' F N Q7 O v, _ � _//� op CO S60 o v 86 op, N la 1 18'33„ o °b c,� 3 p, l�0 8 .p p, F ° 00 001 CIO 30, WA � �%= THE LLA R s� ' M LAN� D w � . 1 � a 7880 - GROUP 1-15-2021 xx 462 EAST SHORE DRIVE, SUITE 100 �`QT£OF ��P�� EAGLE, ID 83616 R.WA (208) 939-4041 PN 117036 SHEET 3 OF 5 Southridge Subdivision Phase 5 2021 Certificate of Owners: Certificate of Surveyor: KNOW ALL MEN BY THESE PRESENTS: THAT THE UNDERSIGNED, DOES HEREBY CERTIFY THAT THEY ARE THE OWNERS OF THE REAL PROPERTY DESCRIBED AS FOLLOWS: I,JAMES R.WASHBURN, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR LICENSED BY THE STATE OF IDAHO,AND THAT THIS PLAT AS DESCRIBED IN THE"CERTIFICATE OF OWNERS"WAS DRAWN FROM AN ACTUAL SURVEY MADE ON THE GROUND UNDER MY DIRECT SUPERVISION AND ACCURATELY REPRESENTS THE POINTS PLATTED THEREON,AND IS IN A PARCEL OF LAND LOCATED IN THE NORTHEAST ONE QUARTER OF SECTION 23,TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE MERIDIAN, MERIDIAN,ADA COUNTY, IDAHO, BEING MORE CONFORMITY WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS. PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SECTION CORNER COMMON TO SECTIONS 13, 14, 23 AND 24 OF SAID TOWNSHIP 3 NORTH, RANGE 1 WEST, (FROM WHICH POINT THE EAST ONE QUARTER SECTION CORNER OF SAID SECTION 23 BEARS SOUTH 00°41'26"WEST, 2650.67 FEET DISTANT); L N I THENCE FROM SAID SECTION CORNER, SOUTH 46°32'53"WEST,A DISTANCE OF 1804.77 FEET TO THE NORTHWEST CORNER OF SOUTHRIDGE SUBDIVISION PHASE 3,AS SAME IS SHOWN ON T �S J THE PLAT THEREOF RECORDED IN BOOK 118 OF PLATS AT PAGES 18003 THROUGH 18007 OF ADA COUNTY RECORDS; THENCE ON THE NORTH LINE OF OF SAID SOUTHRIDGE SUBDIVISION PHASE 3, 31.42 FEET ON THE ARC OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 20.00 FEET,A CENTRAL ANGEL OF 90°00'00",A CHORD BEARING OF SOUTH 63°41'27"WEST, AND A CHORD DISTANCE OF 28.28 FEET; a 7880 , THENCE CONTINUING ON SAID NORTH LINE, NORTH 711833"WEST,A DISTANCE OF 50.00 FEET TO A POINT ON THE NORTHWESTERLY RIGHT OF WAY LINE OF SPANISH FORK WAY, SAID 1-15-2021 POINT BEING THE POINT OF BEGINNING; Jy 9Tf OF �pP THENCE ON THE NORTHWESTERLY LINE OF SAID SOUTHRIDGE SUBDIVISION PHASE 3 FOR THE FOLLOWING COURSES AND DISTANCES: R.WA SOUTH 18'41'27"WEST,A DISTANCE OF 144.96 FEET TO THE BEGINNING OF A CURVE; THENCE ON SAID CURVE TO THE RIGHT AN ARC LENGTH OF 335.48 FEET, HAVING A RADIUS OF 575.00 FEET,A CENTRAL ANGLE OF 33'25'46",A CHORD BEARING OF SOUTH 35'24'20" WEST,AND A CHORD DISTANCE OF 330.75 FEET; THENCE SOUTH 52'07'13"WEST,A DISTANCE OF 89.12 FEET TO THE BEGINNING OF A CURVE; THENCE ON SAID CURVE TO THE RIGHT AN ARC LENGTH OF 31.42 FEET, HAVING A RADIUS OF 20.00 FEET, A CENTRAL ANGLE OF 90'00'00",A CHORD BEARING OF NORTH 82'52'47"WEST AND A CHORD LENGTH OF 28.28 FEET; THENCE NORTH 37'52'47"WEST,A DISTANCE OF 32.47 FEET; THENCE SOUTH 52'07'13"WEST, A DISTANCE OF 50.00 FEET; THENCE SOUTH 52'03'57"WEST, A DISTANCE OF 149.78 FEET; THENCE SOUTH 42'09'07"WEST, A DISTANCE OF 71.07 FEET TO THE CENTERLINE OF THE RIDENBAUGH CANAL; THENCE LEAVING SAID NORTHWESTERLY LINE AND ON THE CENTERLINE OF THE RIDENBAUGH CANAL, NORTH 37'52'47"WEST,A DISTANCE OF 332.24 FEET; THENCE LEAVING SAID CENTERLINE AND ON THE SOUTH AND EAST LINE OF PARCEL C AS SAME IS SHOWN ON RECORD OF SURVEY No. 10035,ADA COUNTY RECORDS, FOR THE FOLLOWING COURSES AND DISTANCES: NORTH 52'03'57"EAST,A DISTANCE OF 70.00 FEET; THENCE NORTH 52'03'57" EAST,A DISTANCE OF 114.78 FEET; THENCE NORTH 52'07'13" EAST,A DISTANCE OF 35.00 FEET; THENCE NORTH 37'52'47"WEST,A DISTANCE OF 61.97 FEET TO THE BEGINNING OF A CURVE; THENCE ON SAID CURVE TO THE RIGHT AN ARC LENGTH OF 151.30 FEET, HAVING A RADIUS OF 225.00 FEET,A CENTRAL ANGLE OF 38'31'46",A CHORD BEARING OF NORTH 18'36'55" WEST AND A CHORD LENGTH OF 148.47 FEET; THENCE NORTH 00'38'58" EAST,A DISTANCE OF 394.08 FEET TO THE NORTHWEST CORNER OF PARCEL A AS SAME IS SHOWN ON SAID RECORD OF SURVEY; THENCE ON THE NORTHERLY LINE OF SAID PARCEL A FOR THE FOLLOWING COURSES AND DISTANCES: SOUTH 89'29'56"EAST,A DISTANCE OF 50.00 FEET; THENCE SOUTH 89'19'29" EAST,A DISTANCE OF 250.00 FEET; Acknowledgment: THENCE SOUTH 00'38'49"WEST,A DISTANCE OF 137.22 FEET TO THE BEGINNING OF A NON-TANGENT CURVE; THENCE ON SAID CURVE TO THE RIGHT AN ARC LENGTH OF 57.71 FEET, HAVING A RADIUS OF 325.00 FEET,A CENTRAL ANGLE OF 10'10'24",A CHORD BEARING OF SOUTH 57'17'04" EAST STATE OF IDAHO ) AND A CHORD LENGTH OF 57.63 FEET TO THE BEGINNING OF A NON-TANGENT CURVE; ) S.S. THENCE ON SAID CURVE TO THE LEFT AN ARC LENGTH OF 94.40 FEET, HAVING A RADIUS OF 291.75 FEET,A CENTRAL ANGLE OF 18'32'22",A CHORD BEARING OF SOUTH 61°28'03"EAST COUNTY OF ADA ) AND A CHORD LENGTH OF 93.99 FEET; THENCE SOUTH 71°18'33" EAST,A DISTANCE OF 261.09 FEET; THENCE SOUTH 18'41'27"WEST,A DISTANCE OF 50.00 FEET TO THE BEGINNING OF A NON-TANGENT CURVE; ON THIS DAY OF BEFORE ME,THE UNDERSIGNED,A NOTARY PUBLIC IN AND FOR SAID STATE, PERSONALLY APPEARED COREY D. BARTON, THENCE ON SAID CURVE TO THE RIGHT AN ARC LENGTH OF 31.42 FEET, HAVING A RADIUS OF 20.00 FEET, A CENTRAL ANGLE OF 90'00'00",A CHORD BEARING OF SOUTH 26'18'33" EAST KNOWN OR IDENTIFIED TO ME TO BE THE PRESIDENT OF CHALLENGER DEVELOPMENT INC.,AN IDAHO CORPORATION,AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE WITHIN AND A CHORD LENGTH OF 28.28 FEET TO THE POINT OF BEGINNING. INSTRUMENT ON BEHALF OF SAID CORPORATION,AND ACKNOWLEDGED TO ME THAT SUCH CORPORATION EXECUTED THE SAME. THE ABOVE DESCRIBED PARCEL CONTAINS 10.22,ACRES MORE OR LESS. IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR IN THIS CERTIFICATE FIRST ABOVE WRITTEN. IT IS THE INTENTION OF THE UNDERSIGNED TO HEREBY INCLUDE THE ABOVE DESCRIBED PROPERTY IN THIS PLAT AND TO DEDICATE TO THE PUBLIC THE PUBLIC STREETS AS NOTARY PUBLIC FOR IDAHO SHOWN ON THIS PLAT.THE EASEMENTS AS SHOWN ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC. HOWEVER,THE RIGHT TO USE SAID EASEMENTS IS HEREBY RESIDING IN PERPETUALLY RESERVED FOR PUBLIC UTILITIES AND SUCH OTHER USES AS DESIGNATED WITHIN THIS PLAT AND NO PERMANENT STRUCTURES ARE TO BE ERECTED WITHIN THE LINES OF SAID EASEMENTS.ALL LOTS WITHIN THIS PLAT WILL BE ELIGIBLE TO RECEIVE WATER SERVICE FROM THE CITY OF MERIDIAN,AND THE CITY OF MERIDIAN HAS AGREED IN WRITING TO SERVE ALL OF THE LOTS WITHIN THIS SUBDIVISION. MY COMMISSION EXPIRES CHALLENGER DEVELOPMENT, INC.,AN IDAHO CORPORATION BY: COREY D. BARTON, PRESIDENT UK LAND - GR O U P 462 EAST SHORE DRIVE, SUITE 100 EAGLE, ID 83616 (208) 939-4041 PN 117036 SHEET 4 OF 5 Southridge Subdivision Phase 5 2021 Approval of Central District Health Certificate of County Surveyor SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE,TITLE 50, CHAPTER 13 HAVE BEEN SATISFIED ACCORDING TO THE LETTER TO BE READ ON FILE WITH I,THE UNDERSIGNED, PROFESSIONAL LAND SURVEYOR, IN AND FOR ADA COUNTY, IDAHO, DO HEREBY CERTIFY THAT I HAVE THE COUNTY RECORDER OR HIS AGENT LISTING THE CONDITIONS OF APPROVAL. SANITARY RESTRICTIONS MAY BE RE-IMPOSED, IN ACCORDANCE WITH SECTION CHECKED THIS PLAT AND THAT IT COMPLIES WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS. 50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL. COUNTY SURVEYOR CENTRAL DISTRICT HEALTH PLS DATE Approval of Ada County Highway District Certificate of the County Treasurer THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE ADA COUNTY HIGHWAY DISTRICT BOARD OF COMMISSIONERS I,THE UNDERSIGNED, COUNTY TREASURER IN AND FOR THE COUNTY OF ADA, STATE OF IDAHO, PER THE REQUIREMENTS OF I.C. 50-1308 DO HEREBY CERTIFY THAT ANY AND ALL CURRENT AND/OR DELINQUENT COUNTY PROPERTY TAXES FOR THE PROPERTY INCLUDED IN THIS SUBDIVISION HAVE BEEN PAID IN FULL. THIS ON THE DAY OF CERTIFICATION IS VALID FOR THE NEXT THIRTY(30) DAYS ONLY. PRESIDENT OF THE ADA COUNTY HIGHWAY DISTRICT BOARD OF COMMISSIONERS DATE COUNTY TREASURER Approval of City Engineer County Recorder's Certificate I,THE UNDERSIGNED, CITY ENGINEER IN AND FOR THE CITY OF MERIDIAN,ADA COUNTY, IDAHO, HEREBY APPROVE THIS PLAT. STATE OF IDAHO) ) S.S. COUNTY OF ADA) I HEREBY CERTIFY THAT THIS INSTRUMENT WAS FILED FOR RECORD AT THE REQUEST OF THE LAND GROUP, INC. AT MINUTES PAST O'CLOCK M., ON THIS DAY OF IN CITY ENGINEER BOOK OF PLATS AT PAGES THROUGH INSTRUMENT NO. DEPUTY EX-OFFICIO RECORDER FEE: Approval of City Council I,THE UNDERSIGNED, CITY CLERK IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, DO HEREBY CERTIFY THAT AT A REGULAR MEETING OF THE CITY COUNCIL HELD ON THE DAY OF THIS PLAT WAS DULY ACCEPTED AND APPROVED. CITY CLERK, MERIDIAN, IDAHO L Nd `\ Or���/ TFs� &W50 T H E a 7 LAND 880 1-15-2021 G R 0 UP OF SR.WA 462 EAST SHORE DRIVE, SUITE 100 EAGLE, ID 83616 (208) 939-4041 PN 117036 SHEET 5 OF 5