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CC - Final Plat Basis of Bearings Plat Showing......... Outer Banks Subdivision ...................N89'15'23"W 2640.72' ................... •cP&F 2o,8-oas732 Situated in the Northeast Quarter of the PLS 14221 CP&F #: 110073397 Northeast Quarter of Section 15, E1/16 S.15 s.1o�1/4'••'' • .'''••••.. s1 PLS 5291 Township 3 North Range W ise Meridian, -- --- --- s10 1 West, Bo n, 1320.35' --- --- --- S.15 --- ---1320.37'--- _ --- --- --- --- - s.15 S.14City of Meridian, Ada County, Idaho. CP&F #: a Point of ----- - - - --------W. Franklin Rd. -------- - --- -------- 2�22 2018-088996 L5 L4 PLS 14221 Beginning S89'15'23"E 448.47' L6 I :• • S87'S9'00"E 402.44' L3 • L7 L8 d� _ _T_______ _______________ _ • _ • L9 ---s I I — I ` I I I I I I I I I I 1 2 3 4 i - 5 1 ,0 J L 25 100 300 I I I 1 04 I-+ 0 50 200 I N l 3 Scale: 1" = 100' I I � I � � oM I Legend `\♦ N Calculated Point, Nothing Found or Set ♦`� \ �`� 17 16 15 14 I O Found 5/8" Iron Pin, PLS 5082. \ \ ♦ 13 Detail 'A' Unless Otherwise Noted \`� ♦ �`\ 6 L10TDrainage Found Brass Cap Monument `♦` \ ♦♦` i 11 Found Aluminum Cap Monument, PLS 11778, Unless Otherwise Noted Oor 1 Lot Number Set 1/2" x 24" Iron Pin with Plastic Cap, "ISGPLS 11334" Set 5/8" x 24" Iron Pin with Plastic Cap, Block 1 I "ISG PLS 11334" ACH1819 127Subdivision Boundary Line Right—of—Way Line Lot Line \` \ ♦♦ I Section Line ♦ \ w N ♦: `♦ ♦ `♦ i U I O1 — —— Centerline♦ o R M uj I ll ,� `\♦\ ` I M Detail 'A' ______________ Easement Line 3: `\ \ `` Scale = 1"=5' '�' N; \ ♦ I � W n: N `\ �` \ 20 �' a N Sheet 2 ♦ \ 11 g ; INIl1., Sheet 2 rr Sheet 3 \ \ 21 Vjll i Sheet 3 Curve Table — This Sheet O `�♦\ `♦♦ J I Curve Length Radius Delta Chord Bearing Chord Length d Z W `� `♦ C1 162.08' 7168.00' 1'17'44" SOO'27'14"W 162.07' `\ ` `♦ PLS I C2 122.23' 7156.00' 0'58'43" S02'21'10"W 122.23' ♦ i 10729 ♦ \ I N �`♦ 9 Line Table — This Sheet Line Table — This Sheet l Line Bearing Length Line Bearing Length L1 N89'15'02"W 81.87' 1-11 S89'48'22"W 1.23' 22 \�\ ` i I I L2 S00'35'22"W 73.12' L12 SOW1'38"E 154.49' in LAH� L3 S8915'23"E 37.07' L13 S08'39'52"W 95.98' 10 i —I i i1G L4 N63'36'49"E 22.67' L14 S38'29'40"W 45.47' L5 S86'59'59"E 7.11' L15 S03'31'36"W 66.61' ♦ I I O L6 S89'15'23"E 136.37' L16 S49'24'37"E 48.23' F\� �� L7 S82'08'28"E 96.88' L17 N86'20'40"W 17.00' I I I C � NI ygEL S.By L8 S89'15'23"E 100.00' L18 S03'39'20"W 58.00' I 3 I I L9 S45'05'38"E 23.46 1-19 S86'20'40"E 17.00' L10 So0'29'53"E 4.30' L20 S03'39'20"W 9.27' N M I Block 2 `� I 2 L17 I I See Sheet 4 for Notes. \�* n L19 I I See Sheet 4 for Complete Line & Curve Tables. 1-20 N1/16 S.15 NE1/16 S.15 N89'15'02"W 1239.31' a CP&F #: Book Page CP&F #: 103095845 2019-018779 PLS 3624 Un.Platted PLS 7880 IDAHO 9955 W.EMERALD ST. SURVEY BOISE,IDAHO 83704 Job No. 21-574 (208)846-8570 Sheet 1 Of 6 GROUP, LLC www.IDAHOSURVEY.COM P:\Outerbanks 21-574\dwg\Plat\0uter Banks Sub PLAT.dwg 4/8/2022 3:14:58 PM Outer Banks Subdivision E1/16 S.15 - - --- --- --- --- --- ----- - --- - ------- ----------- ----- --- --- --- S.15 S.14 I ----------- -------------------- --- a W. Franklin Rd. N Point of � • w r-•------- L5 -Co Beginning 1 L4 0 Lo toS89'15'23"E 448.47' L6--__---_ S87.59'00"E 02.44' ----- II vwnr0O �� IIIiIIIjIII O 216.0 1'--------------W 125.21' W L7 61.54 N00'55'24"E 11.16'43.56' 12.75' 24.32' ACHD Slope Easement Note 12 O55' ACHD SlN pe Easement J is w Note 1 1 o O n N z � o oz III o� 56'o N ao r,,\ Z II I O N S89'24'36"E 04 3 I 21.36' N8924'36"W S89'24'36"E S89'24'36"E S89-24-36"E S89'24'36"E S89'24'36"E 00'3 . . '24"W %o S5 I 193.00' 110.30' 16718' 8513' 114.00' 176.84' 30.46' r- I I I M I S89'24'36"E o I i 202.80' N ♦ ♦ ♦ `♦ 3 3 3 N � 16 Lna `♦\ \S,°o> `♦\ o m 17 o ao oM CO 15 o Goo 14 n m 13 �o rn ♦ ♦ c' o O O O N O �♦ \ ` N42'47'21"W N N N n N O `♦` 13.68' L10 IN \♦ S89'24'36"E N ♦ 47.41' r-- S89'24'36"E i Lll Rir y ♦`♦ \\S• �`♦ 8.30' to i N \♦� S89'24'36"E S89'24'36"E S89'24'36"E S89'24'36"E I 52' S8924'36"E ♦ ` 193.00' 110.30' S89'24'36"E I 1 \��S 21.24' 241.48' 105.70' 198.20' 202.42' I I I IN S89*24'36"El I ``\ `♦ 1 D.62' N p I N J \`\\ `\ \�♦♦ S89'24'36"E r) ' I N ` 31.19' o I o IN IN ♦ \♦`\♦ 3 un 20' ACHD Drainage Easement \` \L ylr 3 Block 1 3 v-Go Note 10 o a) 19 Lo M o 12 w O \�y�0\�S \♦♦ ul N N I I \` �uOi• \�• \` n r, I II IN O/ ♦ O O I n ♦ \ f O I U ` Z ` \Y Gj \♦ INSOO* S89'24'36"E 40 y \ 5.50- 24"W 107.54' I S89'24'36"E 5.50' I I S46'53'15"W S89-24'36"E S00'35'24"W 1 I Kennedy Lateral Easement 0 ♦ ` S89'24'36"E 167.01 Inst. No. 7608075 ry `\ \ S9 \6.00' 128.00' I U ix ♦\ 2� `\ 249.78' 22.75' ♦ m `\ \ \\ S89'24'36"E 3 v M a0 ♦\ \ \ S00'35'24"W c1 � \\ \\ 145.91' 28.90' N m i o II M ♦ in I H ♦`,\ \\ \`♦\ Block 1 'oo O j tri II o N Go W I II t♦1 ` \ n r 11 N89'24'36"W I c\ `♦ \ `\ 3 o fO 31.51' O$ I M Sheet 2 \\ `\ ;�- uui Sheet 2 o Sheet 3 ` �yA� ♦`\ M M 3 Sheet 3 -- --- I :;1 ss 21 o N N o Po ♦\`\\ \♦ See Sheet 4 for Notes. 2i F �O 5 \ See Sheet 4 for Line & Curve Tables. /cyAEL S.B \\` IN♦ See Sheet 1 for Legend Book Page 10 60 180 0 30 120 I DAHO 9955 W.EMERALD ST. Scale: 1" = 60' SURVEY BOISE,IDAHO 83704 Job No. 21-574 (208)846-8570 Sheet 2 Of 6 GROUP, LLC WWW-IDAHOSURVEY.COM P:\Outerbanks 21-574\dwg\Plat\0uter Banks Sub PLAT.dwg 4/8/2022 3:14:59 PM Outer Banks Subdivision U II � IS89'24'36"E �S00'35'24"W \ 145.91' 28.90' N ao C co LO M O w - Block 1 0 (A II a rn LO N89'24'36"W N \\ \ 3 � 11 O � o `O 31.51' 8 '� Sheet 2 N Sheet 2 M ————————————————————— _ \ o Sheet 3 �. M 3 Sheet 3 — Z 06. rn \RS71' N O J ? 0 N N89'24'36"W N89'24'36"W S89'24'36"E i li\ 142.00' 56.52' 192.93' N89'24'36"W 18.03' \ 35.30' 3 i PAS N o 10729 �n 0 20' /\ O 5 O N ��J \ N 3 I U `\ N N89'24'36"W O i 56.52' S00'35'24"W o 3 48.10' \\ N N 76> U 8.97' 64' s� o N N89'24'36"W Block 1 181.13' O 3 2 01'14"W i 3. 36.50' 00' I I I I I � I /f e�oe0y �l I I I I I 00 I N8626'32"W _N i �C12 584'1453"W C9 76.47' cal 0 49.57' 0 3 M I ^ - G�� \ N86_26'32"WM (N I F 76.41' o M o P. C6 N86'26'32"W M N C7 76.34'Ir .S. Ga\� N6pz 1 27' i rn I0.95' n 6 Co'O 1�E N55'55'14"W 21.84', �g9�'�$9 �• �j 6G 1�E Block 2 \17.40'• 56 5g ti�9$ (D is . L17 00 N 10 39.65' L19 I i L2 650.32' 158.49' 71.44' 359.06' '\ -Ll NE1/16 5.15 N89'15'02"W 1239.31' �i N1/16 S.15 Unplatted JV / Pk. ANp S /7 GE SFD GF,G �1 4 c) ,A J L tic F OF���a5 See Sheet 4 for Notes. ygEL S.6 See Sheet 4 for Line & Curve Tables. See Sheet 1 for Legend 10 60 180 Book Page 0 30 120 I DAH O 9955 W.EMERALD ST. Scale: 1" = 60' SURVEY BOISE,IDAHO 83704 Job No. 21-574 (208)846-8570 W Sheet 3 of 6 GROUP, LLC WW.IDAHOSURVEY.COM P:\Out.,b-ks 21-574\dwg\-'.a:\0A.,B-k, Sub PLA-dwg 4/E/2022 3 5:04 PM Ou ter Banks Subdivision Curve Table Line Table Notes: Curve Length Radius Delta Chord Bearing Chord Length Line Bearing Length 1. This development recognizes Idaho code, title 22, chapter 45 Right to Farm Act, section 22-4503, which states "no agricultural operation, agricultural facility or expansion thereof shall be or become a nuisance, private or public, by any C1 162.08' 7168.00' 1*17'44" SOO'27'14"W 162.07' L1 N89'15'02"W 81.87' changed conditions in or about the surrounding nonagricultural activities after it has been in operation for more than C2 122.23' 7156.00' O'S8'43" S02'21'10"W 22.23' L2 S00'35'22"W 73.12' one (1) year, when the operation, facility or expansion was not nuisance the time it began or was constructed. The provisions of this section shall not apply when nuisance results from the improper or negligent operation of an C3 54.12' 7168.00' 0'25'57" NOO'01'20"E 54.12' L3 S89'15'23"E 37.07' agricultural operation, agricultural facility or expansion thereof." C4 107.95' 7168.00' 0'51'46" NOO'40'12"E 107.95' L4 N63'36'49"E 22.67' 2. This subdivision is subject to compliance with the Idaho code section 31-3805 concerning irrigation water. Irrigation water will be provided by the City of Meridian in compliance with Idaho code section 31-3805(1)(b). All lots within this C5 178,75' 300.00' 34*08'17" S76'29'19"W 176.11' L5 S86'59'59"E 7.11' subdivision will be entitled to water rights, and will be obligated for assessments from the City of Meridian. C6 156.70'1 263.00' 34'08'17" S76'29'19"W 154.39' L6 S89'1523"E 136.37' 3. Minimum building setback lines shall be in accordance with the zoning ordinance at the time of issuance of any building permit. All lot, parcel and tract sizes shall meet dimensional standards established in the zoning ordinance. C7 39.25' 263.00' 8'33'01" S89'16'57"W 39.21' L7 S82'08'28"E 96.88' 4. Maintenance of any irrigation or irrigation drainage pipe or ditch crossing a lot is the responsibility of the homeowners C8 117.45' 263.00' 25'35'17" S72'12'49"W 116.48' L8 S89'1523"E 100.00' association unless such responsibility is assumed by an irrigation/drainage district. 5. Direct lot access to W. Franklin Rd. and S. Ten Mile Rd. are prohibited unless specifically allowed by the Ada County C9 86.05' 337.00' 14'37'46" S86'14'34"W 85.81' L9 S45'05'38"E 23.46' Highway District and City of Meridian. C10 24.31' 79.50' 1731'03" S75'29'22"W 24.21' -10 SOO'29'53"E 4.30' 6. A portion of Lots 1, 10, 18, 20, 21, 22, Block 1 and Lots 1 and 2, Black 2 contain the Kennedy Lateral Easement C11 12.04' 79.50' 8'40'35" S79'54'36"W 12.03' 111 S89'48'22"W 1.23' which has a 55' wide operation and maintenance easement. 35' on the north side of the centerline and 20' on the south side of the centerline. C12 12.27' 79.50' 8'50'28" S71'09'04"W 12.26' L12 SOO'11'38"E 154.49' 7. Lots 1 and 2, Block 2 are to be owned and maintained by the Homeowner's Association. C13 44.41' 348.00' 7*18'40" S63'04'30"W 44.38' -13 SO8'39'52"W 95.98' 8. Lot 21, Block 1 is designated as a Club House Lot. C14 142.54'1 263.97' 30'56'17" N74'53'19"E 140.81' L14 S38'29'40"W 45.47' 9. Existing Ada County Highway District Drainage Easement. Instrument No. 109000660. C15 9.36' 300.00' 1'47'19" N60'18'49"E 9.36' L15 S03'31'36"W 66.61' 10. Existing Ada County Highway District Slope Easement. Instrument No. 1 061 81 058. L16 S49'24'37"E 48.23' L17 N86'20'40"W 17.00' 11. Existing Ada County Highway District Slope Easement. Instrument No. 2015-060647. L18 S03'39'20"W 58.00' L19 S86'20'40"E 17.00' L20 S0339'20"W 9.27' L21 S89'1523"E 28.00' Survey References: Subdivisions: Baraya Apartments, TM Creek No. 1 & 2 CP&Fs: 2018-086732, 110073397, 201 9-01 8779 and 103095845. Deeds: 2021-127819 thru 2021-127830, 106181057, 109000659, and 2015-060646. Easements: 7608075, 106181058, 109000660 and 201 5-0606 47. ROSs: 1946, 4445, 4837, 5576, 6184, 8216, 8468, 8594, 8843, 8965, 9058, 11039, 11258, 12323, and 13192. Surveyors Narrative: The purpose of this survey is to subdivide the property shown hereon. This survey is a partial retracement of ROSs 8843, 9058, & 11258. F AND G �L ctigf L S.Bye Book Page y` IDAHO 9955 W.EMERALD ST. BOISE,IDAHO 83704 Job No. 21-574 �"` &` SURVEY (208)846-8570 Sheet 4 of 6 GROUP, LLC WWWIDAHOSURVEY.COM ':AOuterb-s 21-b/4\d.gAP.atAOuter 9cnk_si,b PLAT_a,g 5/3/2C22 12:15.21 PV Outer Banks Subdivision Certificate Of Owners Certificate of Surveyor Know all men by these presents: that 10 Mile Franklin LLC, an Idaho limited liability company, is the owner of the I, Michael S. Byrns, do hereby certify that I am a Professional Land Surveyor, licensed by the State of Idaho, and real property described as follows: that this plat of Outer Banks Subdivision, as described in the Certificate of Owners and as shown on the attached plat is correct and was surveyed in accordance with Idaho Code relating to plats and surveys. A parcel of land situated in the northeast quarter of the northeast quarter of Section 15, Township 3 North, Range 1 West, Boise Meridian, City of Meridian, Ada County, Idaho, and being more particularly described as follows: Commencing at northeast corner of Section 15 Township 3 North, Range 1 West, Boise Meridian which bears S89'15'23"E, 2640.72 feet from the north quarter—section corner of Section 15; \�NNL LAHQS Thence N89'15'23"W, 1320.37 feet along the north line of Section 15 to the east sixteenth—section corner; 4�c,5 ��GENS Gp� GG /ZZ Thence SOO"35'22"W, 73.12 feet along the west line of the northeast quarter of the northeast quarter to the south ( I� right—of—way line of W. Franklin Rd., the POINT OF BEGINNING: Michael S. B s N1 13340 `o 0 P.L.S. No. 11334 Thence S89'15'23"E, 448.47 feet along the south right of way line of W. Franklin Rd.; h 14 OF\�P�y Thence S87'59'00"E, 402.44 feet along the south right of way line of W. Franklin Rd.; /cyAEL 5.5 Thence S89'15'23"E, 37.07 feet along the south right of way line of W. Franklin Rd.; Thence N63'36'49"E, 22.67 feet along the south right of way line of W. Franklin Rd.; Thence S86'59'59"E, 7.11 feet along the south right of way line of W. Franklin Rd.; Thence S89'15'23"E, 136.37 feet along the south right of way line of W. Franklin Rd.; Thence S82'08'28"E, 96.88 feet along the south right of way line of W. Franklin Rd.; Thence S89'15'23"E, 100.00 feet along the south right of way line of W. Franklin Rd.; Thence S45'05'38"E, 23.46 feet along the south right of way line of W. Franklin Rd. to the west right of way line of S. Ten Mile Rd.; Thence S00'33'16"W, 277.60 feet along the west right of way line of S. Ten Mile Rd.; Thence S00'29'53"E, 4.20 feet along the west right of way line of S. Ten Mile Rd.; Thence S89'48'22"W, 1.23 feet along the west right of way line of S. Ten Mile Rd.; Thence S00'11'38"E, 154.49 feet along the west right of way line of S. Ten Mile Rd.; Thence 162.08 feet on a curve to the right having a radius of 7168.00 feet, a central angle of 01'17'44", a chord bearing of S00'27'14"W, and a chord length of 162.07 feet along the west right of way line of S. Ten Mile Rd.; Thence S08'39'52"W, 95.98 feet along the west right of way line of S. Ten Mile Rd.; Thence 122.23 feet on a curve to the right having a radius of 7156.00 feet, a central angle of 00'58'43" Acknowledgment chord bearing of S02'21'10"W, and a chord length of 122.23 feet along the west right of way line of S. Ten Mile Rd.; A notary public or other officer completing this certificate Thence S38'29'40"W, 45.47 feet along the west right of way line of S. Ten Mile Rd.; verifies only the identity of the individual who signed the Thence S03'31'36"W, 66.61 feet along the west right of way line of S. Ten Mile Rd.; document to which this certificate is attached, and notthe truthfulness, accuracy, or validity of that document. Thence S49"24'37"E, 48.23 feet along the west right of way line of S. Ten Mile Rd.; Thence S03'39'20"W, 212.83 feet along the west right of way line of S. Ten Mile Rd.; Thence N86'20'40"W, 17.00 feet along the west right of way line of S. Ten Mile Rd.; State Of 1 Thence S03'39'20"W, 58.00 feet along the west right of way line of S. Ten Mile Rd.; ) S.S. Thence S86'20'40"E, 17.00 feet along the west right of way line of S. Ten Mile Rd.; County Of 1 Thence S03'39'20"W, 9.27 feet along the west right of way line of S. Ten Mile Rd to the south line of the northeast quarter of the northeast quarter; On Thence N89'15'02"W, 1239.31 feet along the south line of the northeast quarter of the northeast quarter to the northeast sixteenth—section corner and the southeast corner of Baraya Apartments Subdivision (Book 116 before me, of Plats at Pages 17414 through 17416, records of Ada County, Idaho); personally appeared James Hildreth, who proved to me on the basis of satisfactory evidence to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the Thence N00'35'22"E, 1255.84 feet along the west line of the northeast quarter of the northeast quarter and same in his authorized capacity, and that by his signature on the instrument the person, or the entity the east boundary line of Baraya Apartments Subdivision to the POINT OF BEGINNING. upon behalf of which the person acted, executed the instrument. The above—described parcel contains 36.07 acres, more or less. I certify under PENALTY OF PERJURY under the laws of the State of that the foregoing paragraph is true and correct. It is the intention of the undersigned to hereby include the above described real property in this plat and to dedicate to the public the public streets as shown on this plat. The easements indicated on said plat are not dedicated to WITNESS my hand and official seal. the public, however the right to use said easements is perpetually reserved for public utilities and for such other uses as designated hereon, and no permanent structure other than for such utilities and such other uses are to be erected within the limits of said easements. All lots in this plat will be eligible to receive water service from the City Signature of Meridian and the City of Meridian has agreed in writing to serve all the lots in this Subdivision. My Commission Expires 10 Mile Franklin, LLC James Hildreth, Governor Book Page Sunny Cove, LLC, Manager Franklin Mile Managers, LLC, Manager ♦, I DAHO 9955 W.EMERALD ST. 10 Mile Franklin, LLC SURVEY 208 48 5 700 837oa Job No. 21-574 f �86- Sheet 5 of 6 GROUP, LLC WWW.IDAHOSURVEY.COM P:\Outertanka 27-574\dwg\P1ot\0uter Banks Sub PLAT.dwg 4/8/2022 3:15:14 PM Outer Banks Subdivision Health Certificate Certificate Of County Surveyor Sanitary restrictions as required by Idaho Code, Title 50, Chapter 13 have been satisfied based on a I, the undersigned, Professional Land Surveyor in and for Ada County, Idaho, do hereby certify that I review by a Qualified Licensed Professional Engineer (QLPE) representing City of Meridian Public Works, have checked this plat and that it complies with the State of Idaho Code relating to plats and and the QLPE approval of the design plans and specifications and the conditions imposed on the surveys. developer for continued satisfaction of the sanitary restrictions. Buyer is cautioned that at the time of this approval, no drinking water extensions or sewer extensions were constructed. Building construction can be allowed with appropriate building permits if drinking water extensions or sewer extensions have since been constructed or if the developer is simultaneously constructing those facilities. If the developer fails to construct facilities, then sanitary restrictions may be reimposed, in accordance with Section 50-1326, Idaho Code, by the issuance of a Certificate of Disapproval, and no construction of any building or shelter requiring drinking water or sewer/septic facilities shall be allowed. County Surveyor Certificate of County Treasurer Central District Health Date 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. 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 20_ County Treasurer Date President ACHD County Recorder's Certificate State of Idaho Approval of City Engineer ss. Instrument No. County of Ada I, the undersigned, City Engineer in and for the City of Meridian, Ada County, Idaho, hereby approve this plat. I hereby certify that this instrument was filed at the request of at minutes past o'clock M., this day of .20 in Book of Plats at Pages through Fee $ City Engineer Date Deputy Ex—Officio Recorder 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 20_ , this plat was duly accepted and approved. D City Clerk, Meridian, Idaho w �O IL � � 4 Book Page �fN�9 F OF O�0 .. I D'Q`HO 9955 W.EMERALD ST. CHAFE S. SURVEY BOISE,IDAHO83704 Job No. 21-574 (2oa>e4s-as7o Sheet 6 of 6 GROUP, LLC WWW.IDAHOSURVEY.COM P:\Outerbanks 21-574\dwg\P1at\0uter Banks Sub PLAT.dwg 4/8/2022 3:15:19 PM