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CC - Final Plat Set0 200' 400' Scale: 1 " = 200' Legend FOUND ALUMINUM CAP MONUMENT AS SHOWN O• FOUND 5/8" REBAR, WITH PLASTIC CAP, PLS 13550 OR AS SHOWN • FOUND 5/8" REBAR, WITH PLASTIC CAP, PLS 5082 • FOUND 1/2" REBAR WITH PLASTIC CAP, PLS 3619 0 SET 5/8"x 24" REBAR WITH PLASTIC CAP, PLS 7880 ° SET 1/2% 24" REBAR WITH PLASTIC CAP, PLS 7880 ® SET 1-1/4" COPPER DISC IN CONCRETE, PLS 7880 n CALCULATED POINT (NOTHING SET) SECTION LINE - - SUBDIVISION BOUNDARY LINE RIGHT-OF-WAY LINE ROADWAY CENTERLINE INTERIOR LOT LINE - - - - - - - - - - EASEMENT LINE Final Plat Firenze Plaza Subdivision Located in the Southeast 1 /4 of the Southeast 1 /4 of Section 29, Township 3 North, Range 1 East, Boise Meridian, City of Meridian, Ada County, Idaho Notes 1. ALL LOT LINES COMMON TO A PUBLIC RIGHT-OF-WAY LINE AND THE EXTERIOR SUBDIVISION 2019 BOUNDARY HAVE A 10-FOOT WIDE PERMANENT PUBLIC UTILITIES, PROPERTY DRAINAGE & PROPERTY IRRIGATION EASEMENT, UNLESS DIMENSIONED OTHERWISE. SAID DRAINAGE AND IRRIGATION EASEMENTS ARE RESERVED FOR THE OWNERS ASSOCIATION, OR ASSIGNS. Curve Table CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD LENGTH C1 167.29' 118.64' 80°47'24" S41 °00'46"W 153.77' C2 46.94' 30.00' 89°39'07" N45°26'40"E 42.30' C3 30.42' 20.00' 87°09'04" N42°57'25"W 27.57' C4 112.87' 72.00' 89'49'14" N44°28'16"W 101.66' C5 31.42' 20.00' 90°00'00" N44°33'39"W 28.28' C6 31.42' 20.00' 90°00'01" S45°26'20"W 28.28' C7 31.47' 20.00' 90*10'06" S44°38'43"E 28.33' C8 78.16' 610.00' 7°20'28" S03°13'54"E 78.10' C9 31.42' 20.00' 89'59'59" S44'33'40"E 28.28' C10 125.66' 80.00' 90°00'00" S44°33'39"E 113.14' C11 31.35' 20.00' 89*49'14" S44°28'1 CE 28.24' Line Table LINE BEARING LENGTH L1 S81°24'30"W 81.35' L2 S00°37'07"W 14.96' L3 S87°08'50"W 42.40' Line Table LINE BEARING LENGTH L4 N00°26'21 "E 93.97' L5 N89°33'39"W 105.08' L6 S00°26'20"W 28.00' FOUND ALUMINUM CAP CP&F INSTRUMENT NO. 2017-051885 S.29 S.28 • 1/4 THE SOUTHEAST CORNER OF LOT 19, BLOCK 22 OF MESSINA MEADOWS SUB NO. 2 CZ MESSINA MEADOWS SUBDIVISION NO. 2 0 IT F _�_5 E. Fratello St. I BLOCK 22 I I I I PLS 13550 • I- - - - 1-1- \ T MESSINA MEADOWS S89°39'52"E 1284.70' » SUBDIVISION NO. 1 N00°26'20"E S00°37 07 W 1-'180.33' 230.27'� I POINT OF BEGINNING I � N I I I N N89°39'52"W 48.00' I 1/16TH CORNER I 1 I 0 I ° ,48'I z ADJACENT LOTS o 316.30' I ,tea E. Santo Stefano Dr. j �, L6 S89 33 39 E NOT A PART S89'40'14"E ' `" m O5 LOT NUMBER O0 97.08' • - - • w LL MESSINA MEADOWST1 o C'9 0 0 SUBDIVISION NO. 1 0 • C'j w \ O4 I i, U) S00'26'21 "W o ^ I o Q z o co � • 93 97' "3 m THE SOUTHEAST CORNER OF MESSINA MEADOWS SUBDIVISION NO. 5 PLS 11 mi \ MESSINA MEADOWS SUBDIVISION NO. 4 Z I BLOCK 2 I Co NI L5 • c>> S89.22'53"E 744.81' CZ E. Mount Etna Dr. i0 L4 - - - - 1 4 C E. Mount Etna Dr. I ° o y N89'22'53"W 297.92' w N pp N89'43'46"W ° E. Taormina Dr. z o °OI SEE SHEET 3 OF 5 Cn o Z 3 ^01co Detail A Scale 1 " = 20' FOUND ALUMINUM CAP CP&F INSTRUMENT NO. 2017-120266 S.29 1/4 --- S.32 E. Amity Rd. m w > --� �- N- Co i\ � Q BLOCK 1 6 I , o N N O 0 CZ p I U o y NOT A PART Z I I 7 w ' I N00°26'20"E SEE DETAIL A \ 48.00 L -- -- ------ ti \ C -�--- :o -- 481.64' -- 0 0 9 - 1 N 0) CZ LU M 48' 1 I I I ' S08-42'03"W 61' 192.53' S00'37'07"W 182.58' I 2. LOT 9, BLOCK 1 IS DESIGNATED AS A COMMON LOT AND SHALL BE OWNED AND MAINTAINED BY THE OWNERS ASSOCIATION OR ASSIGNS. 3. IN COMPLIANCE WITH THE IDAHO CODE SECTION 31-3805 (1)(b) THE OWNER OF THIS SUBDIVISION HAS PROVIDED AN UNDERGROUND IRRIGATION SYSTEM. LOTS WITHIN THE SUBDIVISION WILL BE OBLIGATED FOR ASSESSMENTS FROM NAMPA MERIDIAN IRRIGATION DISTRICT FOR SAID IRRIGATION WATER. 4. THE PRESSURE IRRIGATION SYSTEM WITHIN THIS DEVELOPMENT SHALL BE MAINTAINED BY THE OWNERS ASSOCIATION. 5. ANY RESUBDIVISION OF THIS PLAT SHALL BE IN COMPLIANCE WITH THE MOST RECENTLY APPROVED SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN. 6. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH THE DIMENSIONAL STANDARDS OF THE ZONING DISTRICT IN EFFECT AT THE TIME OF ISSUANCE OF BUILDING PERMITS. 7. THE BOTTOM ELEVATION OF BUILDING FOOTINGS SHALL BE SET A MINIMUM OF 12 INCHES ABOVE THE HIGHEST KNOWN NORMAL GROUND WATER ELEVATION. 8. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF THE IDAHO CODE, RIGHT TO FARM ACT, WHICH STATES: "NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR 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 WHEN A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF." 9. THE LOTS, INCLUDING BUILDING AND OCCUPANCY, ARE SUBJECT TO THE TERMS AND CONDITIONS OF THAT CERTAIN MASTER DECLARATION OF COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS, FOR FILED AS INSTRUMENT NO. 2018- AS AMENDED FROM TIME TO TIME, OFFICIAL RECORDS OF ADA COUNTY, IDAHO. 10. THIS SUBDIVISION IS SUBJECT TO A TEMPORARY LICENSE AGREEMENT WITH ACHD FOR LANDSCAPING AS RECORDED IN INSTRUMENT NO. 2018- OFFICIAL RECORDS OF ADA COUNTY, IDAHO. LANDSCAPING SHALL BE MAINTAINED BY THE OWNERS ASSOCIATION. 11. THIS SUBDIVISION IS SUBJECT TO AN EXISTING LICENSE AGREEMENT WITH THE ADA COUNTY HIGHWAY DISTRICT FOR LANDSCAPING AS RECORDED IN INSTRUMENT NO. 2018- OFFICIAL RECORDS OF ADA COUNTY, IDAHO. LANDSCAPING SHALL BE OWNED AND MAINTAINED BY THE OWNERS ASSOCIATION. 12. THIS SUBDIVISION IS SUBJECT TO A DEVELOPMENT AGREEMENT, RECORDED AS INSTRUMENT NO. 2018- AS MAY BE AMENDED FROM TIME TO TIME, OFFICIAL RECORDS OF ADA COUNTY, IDAHO. 13. EXISTING CUT -FILL EASEMENT, RECORDED AS INSTRUMENT NO. 2018- OFFICIAL RECORDS OF ADA COUNTY, IDAHO. 14. DIRECT LOT OR PARCEL ACCESS TO S. EAGLE ROAD, S. MONTAGUE WAY AND E. AMITY ROAD IS PROHIBITED. 15. FOR ADDITIONAL BOUNDARY INFORMATION, SEE RECORD -OF -SURVEY NO. 10860 OF ADA COUNTY RECORDS. 1327_71'- - - - - o 1328.56' 6 - N89'43'46"W - - S.29 1S.28- Ai N89°43'46"W 2656.27' N89'43'46"W 264.69' 274.04 �l1) S.32 S.33 FOUND ALUMINUM CAP CP&F INSTRUMENT NO. 112102945 �,Nj, LAArlj $�ti �F G\STERF�SG�A • ow Vc a 7880 THE LAND GROUP s� �o INCORPORATED OF�pP� sR. WA 462 East Shore Drive, Suite 100 Eagle, Idaho 83616 Ph. 208.939.4041 Fax.208.939.4445 www.thelandgroupinc.com PIN 116015 SHEET 1 OF 5 Final Plat o 00 2 p Z Z \ p4S ; m � °J_(A I_ U) \� cn co I00 \ I o o Z ACHD PERMANENT EASEMENT - _ INST. No. 0 E. Santo Stefano Dr. n SEE DETAIL B 00 °I ACHD PERMANENT EASEMENT I o • INST. No. o E. Mount Etna Dr� 84'� Firenze Plaza Subdivision 2019 MESSINA MEADOWS SUBDIVISION NO. 2 S89°39'52"E 1284.70' EXISTING IDAHO POWER EASEMENT INST. No. 108137375 NOT A PART POINT OF BEGINNING ACHD PERMANENT EASEMENT INST. No. S89'40'14" 158.15' old ^I� o NI Cn S00 26 21 W ACHD PERMANENT EASEMENTC/) \ - CD "LO I I J 93.97' INST. No. o I o �i w Zo 22' rn0' j59.47' 421.43' 2 ZI � I_ �• ° I S89'22'53"E 744,81'- ------------- Q > E. Mount Etna Dr. �1 - 4 _ C - --- - _ - - - - - Z - - - _\ �`� S89°22'53"E 346.92' N o - - • _ _ I - - o - - _ _ o _ S89°22'53"E 714.18' w I I • - - 149.8=-�I - - - �' -N- o coE. Mount Etna Dr. N 4_ 94 C3 �- ----- ------ � I cyoI I I II Ro EXISTING MERIDIAN CITY m CD O 4 -- - I I I O co ,- SEWER EASEMENT INST. I I I Go N No. II 5 5 CD l 1 w N ACHD PERMANENT EASEMENT I 30' 25' I �0 o I INST. No. cv o o ACHD PERMANENT EASEMENT 1 o I N INST. No. 0 E. Taormina Dr. Z\� 00 F0� �P°,F.�` 2 o I 00 I I NOT A PART co BLOCK 1 S o ACHD PERMANENT EASEMENT l 5 CZ INST. No. r oo n :N �' I o I I 00 O i I I z U ACHD PERMANENT EASEMENT INST. No. Q Z �� >' ( ACHD PERMANENT EASEMENT 1 LU 0 i Z III ACHD PERMANENT EASEMENT �I Q Cf)- I I I INST. No. INST. No. Z > �m I I r-1 CZ I 30' 25'------J I-------� III IRRIGATION EASEMENT S89°22'53"E E 316.309 7- 158.15' 00 O BLOCK 2 S89°22'53"E N89°39'52"W �48.i 0' i 1 /161TH CORNER i1 N 158.15' 158.15' II 0110 O o O CD o o III --158.15'- _131.82'.--C,` N I �^ o I W o M 0CD o ----ter -----� ., II o I I IllUS I II S\OAS I I 5 I I 0\ I II I ACHD PERMANENT EASEMENT �II INST. No. � � I I U) I ACHD PERMANENT EASEMENT INST. No. I I 5 5 O i i I I INST. No. I gO -- - 1 01 - - - - 00 • Q�S N00°26'20"E :_4 48.00' - ACHD PERMANENT EASEMENT I ACHD PERMANENT EASEMENT ;7 I N INST. No. C2 I I M I 9 INST. No. _ I o� I o O - - "' 481.64 - - _ _ - _ - 0 0 - �- - - - _ - - - - S89'43'46"E 274.04' L1 - 162.95 � � 19° � � N89'43'46"W 264.69' � L3 N L2 CID - - - - - - - - - - S89'43'46"E N89°43'46"W 1328.56' 25.06' E. Amity Rd. I 48' I N I 61' 1 S.321 S.33 Line Table LINE LENGTH BEARING L1 81.35' S81 °24'30"W L2 14.96' S00°37'07"W L3 42.40' S87°08'50"W L4 93.97' N00°26'21 "E L5 105.08' N89°33'39"W L6 28.00' S00°26'20"W u 0 100' 200' Scale: 1 " = 100' See Sheet 1 of 5 for Legend and Notes Curve Table CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD LENGTH C1 167.29' 118.64' 80°47'24" S41°00'46"W 153.77' C2 46.94' 30.00' 89°39'07" N45°26'40"E 42.30' C3 30.42' 20.00' 87°09'04" N42°57'25"W 27.57' C4 112.87' 72.00' 89*49'14" N44'28'16"W 101.66' C5 31.42' 20.00' 90°00'00" N44°33'39"W 28.28' C6 31.42' 20.00' 90°00'01" S45°26'20"W 28.28' C7 31.47' 20.00' 90*10'06" S44°38'43"E 28.33' C8 78.16' 610.00' 7°20'28" S03°13'54"E 78.10' C9 31.42' 20.00' 89°59'59" S44°33'40"E 28.28' C10 125.66' 80.00' 90°00'00" S44°33'39"E 113.14' C11 31.35' 20.00' 89*49'14" S44°28'16"E 28.24' C12 78.54' 50.00' 90°00'00" N44°33'39"W 70.71' C13 78.38' 50.00' 89*49'14" S44°28'16"E 70.60' C14 41.36' 26.33' 90°00'00" N45°37'07"E 37.24' o I ', ACHD PERMANENT EASEMENT 23.8' INST. No. 97.08' h 9 S89'33 39 E E. Mount Etna Dr. �c�o 122.08' cs \i ACHD PERMANENT EASEMENT , • 22' 0 30' • 0 I INST. No. '1 1 Detail B Scale 1 " = 50' 6160- ZA p,L LANDS �� ���\STER�o GAG • ow a 7880 THE LAND GROUP sT xxo INCORPORATED OF R. WA 462 East Shore Drive, Suite 100 Eagle, Idaho 83616 Ph. 208.939.4041 Fax.208.939.4445 www.thelandgroupinc.com PN 116015 SHEET 2 OF 5 Final Plat Firenze Plaza Subdivision SEE SHEET 2 OF 5 S89'22'53"E 744.81'------------------------- O N -U') W 0 N w w cn w w Cn - o _ 0 45.41'- r I _�,------158.15'- S89.22'53"E 714.18' E. Mount Etna Dr. ----116.84'-----4----114.94' � O N 3 N O O Cn S89.20 39 E 116.18 " 21.20' l ACHD PERMANENT EASEMENT 1 INST. No. I I I N N N 0 O Cn l � � - � - - - - - - - - - -- N89.24'15"W 297.24' I CD I I � O CN O O l � N o � .82' 0 55.18 60.32' - 89.37'- - N89'43'46"W 264.69' N89.43'46"W 1328.56' 2019 ri 131.82------,y1 m I �I N I r7 CO - o 27.53' CDC) ' o I -237.53'- - - - ACHD PERMANENT EASEMENT CN INST. No. OO � I o N N89.31'45"W 114.73' CITY OF MERIDIAN WATER & SEWER EASEMENT, INST. No. 0 BLOCK 1 CITY OF MERIDIAN WATER & SEWER EASEMENT, INST. No. J w T� 0 O z N00'36'36"E �44.03' 36.18' I►- 75.03' S06.20'44"E 64.59' S45.37'07"W f,----------37.78 J o N89.22'53"W 196.57' i7 I ---128.13' ----- I o C15 Cn i i CD I I EXISTING IDAHO II II I POWER EASEMENT , INST. No. 108137375 II I I I III I � O CN Ln �I CZ III o W I ACHD PERMANENT EASEMENT II r- Cn INST. No. I II o O L� S89.22'53"E 154.46' I I �I 0 N89.22'53"W 146.51' \I I� 48' I N \ I EXISTING IDAHO POWER EASEMENT I 3 INST. No. 108137375 �� CUDI NaII1N;0CD I II I �I o°orn N I OI O ACHD PERMANENT EASEMENT 31' I I INST. No. 61 I I. I I Ln ? co S89.22'53"E 129.89' LO I I w I0 I 00 � SLOPE EASEMENT I 3 A SEE NOTE 13 -� rC14lo o rZJ O i loin I I I ^I I OI(5 61' 9.95' I ACHD PERMANENT EASEMENT °O 27.83' 12 INST. No. S, / ^`O 00 ACHD PERMANENT EASEMENT SLOPE EASEMENT 00 = INST. No. SEE NOTE 13 V 114.1' - -- L1 -- S89'43'46"E 274.04' L3 N 17 U-) i i i S.29 S.28 S.32 S.33 �G �C 0 60' 120' Scale: 1 " = 60' See Sheet 1 of 5 for Legend and Notes Curve Table CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD LENGTH C1 167.29' 118.64' 80.47'24" S41.00'46"W 153.77' C2 46.94' 30.00' 89.39'07" N45.26'40"E 42.30' C3 30.42' 20.00' 87°09'04" N42'57'25"W 27.57' C15 41.36' 26.33' 90°00'00" N44°22'53"W 37.24' C16 102.13' 118.64' 49.19'19" N25.16'43"E 99.00' C17 65.16' 118.64' 31.28'05" N65.40'25"E 64.34' C18 47.31' 30.00' 90°20'53" S44°33'20"E 42.56' C19 31.42' 20.00' 90.00'00" S45.37'07"W 28.28' Line Table LINE LENGTH BEARING L1 81.35' S81'24'30"W L2 14.96' S00°37'07"W L3 42.40' S87.08'50"W p,I, LAND S o �'c a "7880 ,yamTF0F�' �SR. WA�� �i 06KO-4;! THE LAND GROUP INCORPORATED 462 East Shore Drive, Suite 100 Eagle, Idaho 83616 Ph. 208.939.4041 Fax.208.939.4445 www.thelandgroupinc.com E. Amity Rd. PN 116015 SHEET 3 OF 5 Final Plat Firenze Plaza Subdivision 2019 Certificate of Owners KNOW ALL MEN BY THESE PRESENTS: THAT THE UNDERSIGNED, DOES HEREBY CERTIFY THAT THEY ARE THE OWNERS OF THE REAL PROPERTY DESCRIBED AS FOLLOWS: A PARCEL OF LAND LOCATED IN THE SOUTHEAST ONE QUARTER OF THE SOUTHEAST ONE QUARTER OF SECTION 29, TOWNSHIP 3 NORTH, RANGE 1 EAST, BOISE MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SECTION 29 OF SAID TOWNSHIP 3 NORTH, RANGE 1 EAST; THENCE NORTH 00° 37' 07" EAST, A DISTANCE OF 1321.29 FEET ON THE SECTION LINE COMMON TO SAID SECTIONS 28 AND 29 OF SAID TOWNSHIP 3 NORTH, RANGE 1 EAST TO THE SOUTH ONE SIXTEENTH SECTION CORNER COMMON TO SAID SECTIONS 28 AND 29; THENCE NORTH 89. 39' 52" WEST, A DISTANCE OF 48.00 FEET TO THE SOUTHEAST CORNER OF LOT 19, BLOCK 22 OF MESSINA MEADOWS SUBDIVISION NO. 2, RECORDED IN BOOK 101 OF PLATS AT PAGE 13373 OF ADA COUNTY RECORDS; THENCE SOUTH 00° 37' 07" WEST, A DISTANCE OF 230.27 FEET ON THE WESTERLY RIGHT-OF-WAY LINE OF SOUTH EAGLE ROAD, SAID POINT BEING THE POINT OF BEGINNING; THENCE ON THE WESTERLY RIGHT-OF-WAY LINE OF SOUTH EAGLE ROAD FOR THE FOLLOWING COURSES AND DISTANCES: THENCE SOUTH 00° 37' 07" WEST, A DISTANCE OF 622.64 FEET; THENCE SOUTH 08° 42' 03" WEST, A DISTANCE OF 92.53 FEET; THENCE SOUTH 00° 37' 07" WEST, A DISTANCE OF 182.58 FEET TO A POINT OF CURVE; THENCE 167.29 FEET ON THE ARC OF A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 118.64 FEET, A CENTRAL ANGLE OF 80° 47' 24", A CHORD BEARING OF SOUTH 41° 00' 46" WEST, AND A CHORD LENGTH OF 153.77 FEET TO A POINT ON THE NORTHERLY RIGHT-OF-WAY LINE OF EAST AMITY ROAD; THENCE LEAVING THE WESTERLY RIGHT-OF-WAY LINE OF SOUTH EAGLE ROAD AND ON THE NORTHERLY RIGHT-OF-WAY LINE OF EAST AMITY ROAD FOR THE FOLLOWING COURSES AND DISTANCES: THENCE SOUTH 81° 24' 30" WEST, A DISTANCE OF 81.35 FEET; THENCE NORTH 89° 43' 46" WEST, A DISTANCE OF 274.04 FEET; THENCE SOUTH 00. 37' 07" WEST, A DISTANCE OF 14.96 FEET; THENCE SOUTH 87° 08' 50" WEST, A DISTANCE OF 42.40 FEET; THENCE NORTH 89° 43' 46" WEST, A DISTANCE OF 264.69 FEET TO A POINT OF NON -TANGENT CURVE; THENCE 46.94 FEET ON THE ARC OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 30.00 FEET, A CENTRAL ANGLE OF 89° 39' 07", A CHORD BEARING OF NORTH 45° 26' 40" EAST, AND A CHORD LENGTH OF 42.30 FEET; THENCE NORTH 00' 37' 07" EAST, A DISTANCE OF 670.18 FEET TO A POINT OF CURVE; THENCE 30.42 FEET ON THE ARC OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 20.00 FEET, A CENTRAL ANGLE OF 87° 09' 04", A CHORD BEARING OF NORTH 42° 57' 25" WEST, AND A CHORD LENGTH OF 27.57 FEET; THENCE NORTH 89. 22' 53" WEST, A DISTANCE OF 297.92 FEET TO A POINT OF CURVE; THENCE 112.87 FEET ON THE ARC OF A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 72.00 FEET, A CENTRAL ANGLE OF 89° 49' 14", A CHORD BEARING OF NORTH 44° 28' 16" WEST, AND A CHORD LENGTH OF 101.66 FEET; THENCE NORTH 00' 26' 21" EAST, A DISTANCE OF 93.97 FEET TO A POINT OF CURVE; THENCE 31.42 FEET ON THE ARC OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 20.00 FEET, A CENTRAL ANGLE OF 90° 00' 00", A CHORD BEARING OF NORTH 44° 33' 39" WEST, AND A CHORD LENGTH OF 28.28 FEET; THENCE NORTH 89° 33' 39" WEST, A DISTANCE OF 105.08 FEET TO A POINT OF NON -TANGENT CURVE; THENCE 31.42 FEET ON THE ARC OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 20.00 FEET, A CENTRAL ANGLE OF 90° 00' 01 ", A CHORD BEARING OF SOUTH 45° 26' 20" WEST, AND A CHORD LENGTH OF 28.28 FEET; THENCE SOUTH 00° 26' 20" WEST, A DISTANCE OF 868.44 FEET TO A POINT OF CURVE; THENCE 31.47 FEET ON THE ARC OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 20.00 FEET, A CENTRAL ANGLE OF 90° 10' 06", A CHORD BEARING OF SOUTH 44. 38' 43" EAST, AND A CHORD LENGTH OF 28.33 FEET TO A POINT ON THE NORTHERLY RIGHT-OF-WAY LINE OF EAST AMITY ROAD; THENCE NORTH 89° 43' 46" WEST, A DISTANCE OF 25.06 FEET TO THE SOUTHEAST CORNER OF MESSINA MEADOWS SUBDIVISION NO. 5, RECORDED IN BOOK 97 OF PLATS, AT PAGE 12176 OF ADA COUNTY RECORDS; THENCE NORTH 00° 26' 20" EAST, A DISTANCE OF 1094.46 FEET ON THE EASTERLY BOUNDARY LINE OF SAID MESSINA MEADOWS SUBDIVISION NO. 5, MESSINA MEADOWS SUBDIVISION NO. 4, RECORDED IN BOOK 106 OF PLATS, AT PAGE 14601 AND MESSINA MEADOWS SUBDIVISION NO. 1, RECORDED IN BOOK 97 OF PLATS AT PAGE 12176 OF ADA COUNTY RECORDS TO A POINT OF CURVE; THENCE 78.16 FEET ON THE ARC OF A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 610.00 FEET, A CENTRAL ANGLE OF 7° 20' 28", A CHORD BEARING OF SOUTH 03° 13' 54" EAST, AND A CHORD LENGTH OF 78.10 FEET; THENCE SOUTH 00° 26' 20" WEST, A DISTANCE OF 28.00 FEET TO A POINT OF CURVE; THENCE 31.42 FEET ON THE ARC OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 20.00 FEET, A CENTRAL ANGLE OF 89° 59' 59", A CHORD BEARING OF SOUTH 44. 33' 40" EAST, AND A CHORD LENGTH OF 28.28 FEET; Certificate of Owners (continued) THENCE SOUTH 89' 33' 39" EAST, A DISTANCE OF 97.08 FEET TO A POINT OF CURVE; THENCE 125.66 FEET ON THE ARC OF A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 80.00 FEET, A CENTRAL ANGLE OF 90. 00' 00", A CHORD BEARING OF SOUTH 44. 33' 39" EAST, AND A CHORD LENGTH OF 113.14 FEET; THENCE SOUTH 00' 26' 21" WEST, A DISTANCE OF 93.97 FEET TO A POINT OF CURVE; THENCE 31.35 FEET ON THE ARC OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 20.00 FEET, A CENTRAL ANGLE OF 89° 49' 14", A CHORD BEARING OF SOUTH 44° 28' 16" EAST, AND A CHORD LENGTH OF 28.24 FEET; THENCE SOUTH 89. 22' 53" EAST, A DISTANCE OF 744.81 FEET; THENCE NORTH 00. 37' 07" EAST, A DISTANCE OF 274.02 FEET; THENCE SOUTH 89' 40' 14" EAST, A DISTANCE OF 316.30 FEET TO THE POINT OF BEGINNING. THE ABOVE DESCRIBED PARCEL CONTAINS 15.72 ACRES MORE OR LESS. 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 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 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. ABS ID-0 LLC, AN IDAHO LIMITED LIABILITY COMPANY Acknowledgment STATE OF IDAHO ) ) S.S. COUNTY OF ADA ) ON THIS DAY OF , , BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID STATE, PERSONALLY APPEARED BRADLEY R. BECKSTROM, KNOWN OR IDENTIFIED TO ME TO BE THE AUTHORIZED SIGNATORY OF ALBERTSONS ID-0, LLC, THE LIMITED LIABILITY CORPORATION THAT EXECUTED THE INSTRUMENT OR THE PERSON WHO EXECUTED THE INSTRUMENT ON BEHALF OF SAID LIMITED LIABILITY CORPORATION, AND ACKNOWLEDGED TO ME THAT SUCH LIMITED LIABILITY CORPORATION 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 ABOVE WRITTEN. NOTARY PUBLIC FOR IDAHO MY COMMISSION EXPIRES Certificate of Survevor 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 CONFORMITY WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS. c, STE o� a '7880 � �y rE of �oP 462 East Shore Drive, Suite 100 Eagle, Idaho 83616 Ph. 208.939.4041 Fax.208.939.4445 www.thelandgroupinc.com PN 116015 SHEET 4 OF 5 Final Plat Firenze Plaza Subdivision Approval of Central District Health Department SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13 HAVE BEEN SATISFIED ACCORDING TO THE LETTER TO BE READ ON FILE WITH THE COUNTY RECORDER OR HIS AGENT LISTING THE CONDITIONS OF APPROVAL. SANITARY RESTRICTIONS MAY BE RE —IMPOSED, IN ACCORDANCE WITH SECTION 50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL. CENTRAL DISTRICT HEALTH DEPARTMENT Approval of Ada County Highway District THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE BOARD OF ADA COUNTY HIGHWAY DISTRICT COMMISSIONERS ON THE DAY OF 04 PRESIDENT, BOARD OF ADA COUNTY HIGHWAY DISTRICT COMMISSIONERS Approval of City Engineer I, THE UNDERSIGNED, CITY ENGINEER IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, HEREBY APPROVE THIS PLAT. CITY ENGINEER 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 ACCEPTED AND APPROVED. CITY CLERK, MERIDIAN, IDAHO , THIS PLAT WAS DULY 2019 Certificate of County Surveyor I, THE UNDERSIGNED, PROFESSIONAL LAND SURVEYOR FOR ADA COUNTY, IDAHO, HEREBY CERTIFY THAT I HAVE CHECKED THIS PLAT AND THAT IT COMPLIES WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS. COUNTY SURVEYOR PLS DATE Certificate of the County Treasurer 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 CERTIFICATION IS VALID FOR THE NEXT THIRTY (30) DAYS ONLY. N1 County Recorder's Certificate STATE OF IDAHO ) ) S.S. COUNTY OF ADA ) COUNTY TREASURER I HEREBY CERTIFY THAT THIS INSTRUMENT WAS FILED FOR RECORD AT THE REQUEST OF THE LAND GROUP, INC. AT O'CLOCK M., ON THIS DAY OF PAGES DEPUTY FEE: THROUGH , INSTRUMENT NO. STE Fo`SCr� a '7880 � �y TE 0 F �pP EX—OFFICIO RECORDER MINUTES PAST OF PLATS AT 462 East Shore Drive, Suite 100 Eagle, Idaho 83616 Ph. 208.939.4041 Fax.208.939.4445 www.thelandgroupinc.com PN 116015 SHEET 5 OF 5