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HomeMy WebLinkAboutREVISED FINAL PLAT V1 (2)29' El(IDIANg•• APPROVED ChM. oarovzz FU NUMBFN:ms.zmmos SHELBURNE SOUTH SUBDIVISION NO. 1 CP&F INST. N0. LOCATED IN THE SW 114 OF THE SE 114 OF SECTION 28, T.3N., R.1 E., 106/4559 B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO 721 2022 I \ \ I NI SHELBURNE EAST SUED. NO. 1 UNPLATTED I BOOK 119, PAGES 18367-18370 I sa919'52"E I S89'19'52"E 315.38' / sas 1s_'2a'E CS 1/16 - - SE 1 16 PLS 7729 636.12' - 120.93'- -,S L26 0 145.66' L30 - - - S8919'52"E 377.81- - - - - - - S 1/16 I 1329.23' EXISTING INGRESS/EGRESS 7 \ !� c+� r' BLOCK 3 �y� pp NO CAP EASEMENT, INST. NO. 861852 53.63' �n 5�� SF 13 °6 ,v� 1,2y�/�s SHELBURNE EAST SUBD. NO. 3 !? 9a• /9R , y0 O� BOOK 121, PAGES 18939-18942 UNPLATTED of w I \ ^' � qr✓�,� 60�4 �? o� sayer • �N to \ \ � �°o•� /moo,,. § �� �6opp F ��FO •9/• � ` 6 OO v /.° � � asp O \ \ `T?gin s 60• �/°°y `�,��op O � 99657 SF BLOCK 4 �yJ EF\�97 �O `7y°q4� w � 4O� off' n, p o EXISTING IDAHO POWER EASEMENT z o INST. NO. - °/ry 33 y 7 9 o" a0 //Lfj• O. L_ - _ N89TT25"W 353.18' _ / �4 •S6 /��� 4 12• 145.06' 304.07' C/6 8258 SF N49.11' N 60//�O car mow\ S8915'25 E a O Jy 5 SF "I'll� tie )� It35 13 �' R,SS• "5 11 37• s' /•'l. /SP M1� m N� O M Z RIGHT-OF-WAY FOR TEN -MILE FEEDER PER DEED RECORD N0. 88, PAGE 9, INSTRUMENT NO. 32076. ssa�? A2. 5 76JI SF 6956 SF U . f10' �.1m o� i UNPLATTED r N84'26 07 E cn 'Y 23.5 zsa o aoa a o n� v°ti�,`� /Oo 10 SpOp So3 / eA © L (R 2 sso`o"s ao o F. l ,,o' 2• o�0iro.00 a 1 0 14dk Sp h� 9 b5: Sp BLOCK I n 4F4 �5893124°E n V` ro3so sF �/ /`C2j SpN 00 ✓ b , ^°.a�� 2iF00• 6S 7563 SF95.00' 666 , p� ti° 15 , 6Op. 7is • / 00 y oo°®, pp, o o E. A_R_ABIAN DR_. 1 7 Y 'h <v•6 . ��0 �- qE. _ NS6 , / ?°ti 1§ � h' 16 / �/ SO NS6 5Lq ✓ h° N Y S8916'56"E 133.50' 11 \� \ OS?T, eg ha i/•tia5t p� h sFF�?/° s b7-_ 4 ;a N %o \ 95.00' \\ � ''�•J �"' h� •. °'� � sq �Oo-d' � h`�,9'a n82a sF I _ 1��2 sf J I 626p to o sas oiaa Edo \ � .'� hb Q00'✓ IN `10 55 SF�voi is sp C16 2778' y �1DDa 1.n �, o S89'31 24 E o , 3 �C5 "3 N8916'56"W o �5500 SFo `'0`'y� M°�(c ©o �<'169• 3 / 66.38'� �1MIL- J' o \ 'SO h �h 21 C24 !R o S89'31 24 E \\ \bS 'Oo'✓�? /ro / 27.98' o ® o 6 5500 SFo 1 \ \\ *A,,- 33? 00.E</2 y�tiO � bo" © � w 1 ` 1149� \ \\T�FC 6 S9� , 7/2 S9722 SF ',a' r I 'oo� 58931 24 E o © \\ �/ BLOCK 4 z 3 3O�J,n z I BLOCK 400 53604 SF\�1/ /N'DQ�SNps3•-69.59'� F I rS89'31 24 E� ih 121.54' < I o o a^o c S89'31'24 E �9 Np •4N,o qc S891656"E co.,i w o 6 O 5500 SFo 3 1 0 31 6550 SF °ti ? 00�. p9Bq y/qa, r+ N r� 1189 124"1L J 9*0FgS © I o55 0 3524E o 00 Q w _ _ N o 124.84 c R,gS, �1� N o UNPLATTED o6200SFQ o a M N r-� N \ \ - °�° 'b } S89'3124 E�o 0 F23.6 0 Q Gti6 58914'43"E 214.50' 0 3 6199sFo1 n -5- 0� o `1�",� 10 3500 10 0 110.00 10 o c� T o � S89'31'24"E c 10' �2400� Tl 1 < 6576 SF d6600 SF© o 13886 SF UNPLATTED EXIST NG ADA COUNTY HIGHWAY w o 6201 SF o I V5 `N89 L4 43J4� N89-L4'4I1yLO 23.5'123.5' 1 > 34 \\ BLOCK 2 DISTRICT TEMPORARY EASEMENT fN N $ ioyo INST. NO. 2921-17aon1 N 11897124"1L - F 11 00 1 _ oIM o6600 SF Y9 0 1 \ EXISTING CITY OF MERIDIAN z T o 0 124.04 o w S, N o �T o ©5 0 �� PEDESTRIAN PATHWAY EASEMENT / $89'13'S0"E _ � N o_ u� 4 620J SF 3 0 1w <c BLOCK 4 s9 c 6600 SF INST. NO. 2021-099380 I / 47.00' vi N N r v _ g r24 VLi o' o `\ _,", L� N89Y4'4 y L_N89'1�43�4J �. I 110.00' _ _ ao �I S89'31'24"E I 1 N45'38'19E '0 � M - - - 7I 11a-oo �10 no.0o j _ _ 21.1T LJ L7 CJ zn o62055F24.08 36 o11z o ® "' o © 0 500SFO 1�0 21.68' 124.12 1 6600 SF 6600 SF o o o I J 38.60' C2 '? 1 _UUI24"W 23.5' 23.5' �10'11492 J L 11QQ0' 10'-� ti ` 110.00' vim NO'45'17"E \ I SZ9•31'24"E I \ 47.00' N8914'43"W ;,,N NTl yp C30 76.6T r6a6 S .� N8914 43 W 220.00 3075 SF 1567 SF -_ ,y. 9j- 0T°g'C/ �N �Jp w vc' 11 95.00' 0, 2 3 M 190.00 - J 36.00' C3 9' 72 C3 115.28' 1 N89'14'43"W �� _ 267.ao'_ _ � 133.50' 1 24.28' 5' 33.7' 2g2' ^ N891443W 2.79 N891443 W C33 E. GRAYSON DR. M 1 'oo � 5 o T O31,p1. 1( 5' jC32 4.89' j I 50.0�0' �50.s00'SEE60N.O0T0E 11 OA°- 600w o t .0.¢ .00 � 94' LOTS 3, 4 & 5, BLOCK 5 I.o2 O O I I SEE NOTE 11 'a0 m "1 Z m ' o o ra "�' a o '�, m m `� c ``h 3 m `"`, m 'ufli Iq ; Im and ogvoe f�hvoe r%7 BLOCK IS z h `1 z ¢ n o h vai '� " voi voi 10y1 POINT OF Z Ls1ss'J Lso.00' Lsiss' �so.00'� ' ^ ti LSo.00'J Lsa.o,,J �so.00' sa.00'� 000�� Lsoss' 1, 40.5' 1 40.5' 1, BEGINNING o 1Q N8914'43"W 234.65' (j 4668 SF 1 o S I �' n6v s N8-347.00- 33 - - NO'339.00'-- - - - - - - 252.20'---- f ---` 50' 53.50' B-------------347.00'-----O-i-- NO28'36"E 1 28 NO'28'36"E 39.00' N8914'43"W 706.20' M \I 39.00' 1 /4 624.09' _ _ _ 305.73' _ 33 58914'43"E 2660.54' _ _ 400.-50' _ - - - _ - - _ 1330.22' _ 28 27 39' PUBLIC RIGHT-OF-WAY - BASIS OF BEARING E. AMITY RD. �E 1/16 33 34 CP&F INST. NO. SEE INSTR. NO. 8005444 CP&F INST. NO. UNPLATTED 9230703 CP&F INST. NO. 2018-034916 LEGEND ® FOUND ALUMINUM CAP MONUMENT Q FOUND BRASS CAP MONUMENT FOUND 1/2" REBAR WITH PLS 11118 PLASTIC CAP, OR AS NOTED ® FOUND 5/8" REBAR WITH PLS 11118 PLASTIC CAP, OR AS NOTED SET 1/2" REBAR WITH PLS 11118 O PLASTIC CAP ® SET 5/8" REBAR WITH PLS 11118 PLASTIC CAP ❑ CALCULATED POINT 18 LOT NUMBER BOOK , PAGE - - - - SECTION LINE - - CENTER LINE ACHD STORM WATER DRAINAGE EASEMENT LINE, SEE NOTE 11 EXISTING ACHD PERMANENT SIDEWALK EASEMENT LINE PER INSTRUMENT NO. 2021-173895 PUBLIC UTILITY, PRESSURE IRRIGATION & LOT DRAINAGE EASEMENT LINE - SEE NOTES 1 & 2 - - - - - - - - EXISTING INGRESS/EGRESS EASEMENT SURVEY TIE LINE SUBDIVISION BOUNDARY LINE LOT LINE ADJACENT PROPERTY LINE NOTES 1. EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES, SHELBURNE SOUTH SUBDIVISION HOMEOWNER'S ASSOCIATION PRESSURE IRRIGATION AND LOT DRAINAGE OVER THE TEN (10) FEET ADJACENT TO ANY PUBLIC STREET. THIS EASEMENT SHALL NOT PRECLUDE THE CONSTRUCTION OF HARD -SURFACED DRIVEWAYS AND WALKWAYS TO EACH LOT. 2. UNLESS OTHERWISE SHOWN AND DIMENSIONED, EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES, SHELBURNE SOUTH SUBDIVISION HOMEOWNER'S ASSOCIATION PRESSURE IRRIGATION AND LOT DRAINAGE OVER THE FIVE (5) FEET ADJACENT TO ANY INTERIOR SIDE LOT LINE, AND OVER THE TEN (10) FEET ADJACENT TO ANY REAR LOT LINE OR SUBDIVISION BOUNDARY. 3. ANY RE -SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN EFFECT AT THE TIME OF THE RE-SUBDIVISON. 4. IRRIGATION WATER HAS BEEN PROVIDED TO EACH LOT BY NEW YORK IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO CODE SECTION 31-3805(1)(b). ALL LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS, AND WILL BE OBLIGATED FOR ASSESSMENTS FROM THE NEW YORK IRRIGATION DISTRICT. 5. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN IN EFFECTAT THE TIME OF BUILDING PERMIT SUBMITTAL. 6. MAINTENANCE OF ANY IRRIGATION OR DRAINAGE PIPE OR DITCH CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATION/DRAINAGE ENTITY. 7. BOTTOM OF BUILDING FOOTINGS SHALL BE A MINIMUM OF 12 INCHES ABOVE THE ESTABLISHED NORMAL HIGH GROUNDWATER ELEVATION. 8. LOT 1, BLOCK 1; LOTS 1, 3, & 11, BLOCK 2; LOTS 1 & 13, BLOCK 3; LOTS 2, 6, 12, 23, 27 & 37, BLOCK 4 AND LOT 1, BLOCK 5 ARE COMMON LOTS TO BE OWNED AND MAINTAINED BY THE SHELBURNE SOUTH SUBDIVISION HOMEOWNER'S ASSOCIATION OR ITS ASSIGNS. SAID LOTS ARE COVERED BY BLANKET EASEMENTS FOR PUBLIC UTILITIES AND SHELBURNE SOUTH SUBDIVISION HOMEOWNER'S ASSOCIATION PRESSURE IRRIGATION. 9. THIS DEVELOPMENT RECOGNIZES SECTION 224503, IDAHO CODE, RIGHT -TO -FARM, WHICH STATES THAT 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 NON-AGRICULTURAL 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 PROVIDED THAT 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. 10. THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF A DEVELOPMENT AGREEMENT WITH THE CITY OF MERIDIAN RECORDED AS INSTRUMENT NO. 2020-138124, RECORDS OF ADA COUNTY, IDAHO. 11. PORTIONS OF LOTS 4 THROUGH 7, BLOCK 1; LOTS 2 THROUGH 4,17 THROUGH 22, AND 25 THROUGH 26, BLOCK 4; AND LOTS 3 THROUGH 5, BLOCK 5 AS DELINEATED HEREON ARE SERVIENT TO AND CONTAIN THE ADA COUNTY HIGHWAY DISTRICT STORM WATER DRAINAGE SYSTEM. THESE LOTS ARE ENCUMBERED BY THAT FIRST AMENDED MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT RECORDED ON NOVEMBER 10, 2015 AS INSTRUMENT NO. 2015-103256, OFFICIAL RECORDS OF ADA COUNTY, AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL (THE "MASTER EASEMENT"). THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO THE ADA COUNTY HIGHWAY DISTRICT PURSUANT TO SECTION 40-2302 IDAHO CODE. THE MASTER EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM. 12. THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF AN ADA COUNTY HIGHWAY DISTRICT TEMPORARY LICENSE AGREEMENT RECORDED AS INSTRUMENT NO.Zozi-176395 RECORDS OF ADA COUNTY, IDAHO. 13. THIS SUBDIVISION IS SUBJECT TO THE DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS FOR SHELBURNE SOUTH SUBDIVISION NO. 1, TO BE RECORDED IN ADA COUNTY, IDAHO. 14. DIRECT LOT ACCESS TO E. AMITY ROAD IS PROHIBITED. SEE SHEET 2 OF 4 FOR LINE AND CURVE DATA SURVEY NARRATIVE THE BOUNDARY FOR THIS SUBDIVISION WAS DEVELOPED FROM SURVEYED TIES TO CONTROLLING SECTION CORNER MONUMENTATION, THE PLATTED SUBDIVISION BOUNDARIES OF SHELBURNE EAST SUBDIVISION NO. 1, SHELBURNE EAST SUBDIVISION NO. 3, INFORMATION FROM RECORD OF SURVEY NUMBERS 2682, 5734, 7164, 11645, 11889, 12060, AND CURRENT DEEDS OF RECORD. THE SURVEYED MONUMENTATION AND CONTROLLING BOUNDARIES FIT THE RECORDS L LA ND WELL AND WERE ACCEPTED TO ESTABLISH THE BOUNDARY FOR THIS SUBDIVISION SHOWN HEREON. CLINTON W. HANSE 0. 1 1 8 0 PLS 11118 O � U'Zt�'L+r� _ OF 0' 50, 100, 200' O/V W. NP SCALE: 1"=100' Land ® lations Land Surveying and Consulting 231 E. 5TH ST., STE. A MERIDIAN, ID 83642 (208) 288-2040 fax (208) 288-2557 www.landsolutions.biz JOB NO. 19-08 SHEET 1 OF 4 APPROVED 04;0si22 _..vna:a�os SHELBURNE SOUTH SUBDIVISION NO. 1 CURVE TABLE CURVE # LENGTH RADIUS DELTA BEARING CHORD C1 22.23' 123.50' 1018'44" S76'19'29"E 22.20' C2 31.55' 100.00' 18'04'36" N8012'25"W 31.42' C3 31.55' 100.00' 18'04'36" S80'12'25"E 31.42' C4 59.59' 50.00' 6817'04" 1 S34'37'08"W 56.12' C5 57.93' 100,00' 33'11'35" S72'41'08"E 57.13' C6 50.61' 50.00' 57'59'40" S27'05'31"E 48.48' C7 91.85' 105.00' 50'07'08" N24'34'58"W 88.95' C8 61.22' 100.00' 35'04'35" S32'06'14"E 60.27' C9 33.44' 128.50' 14'54'32" N6'58'40"W 33.34' CIO 40.10' 128.50' 17'52'42" N23'22'17"W 39.93' C11 38.87' 128.50' 17'19'54" N40'58'35"W 38.72' C12 43.39' 76.50' 32'30'01" S33'23'32"E 42.81' C13 75.61' 123.50' 35'04'35" S32'06'14"E 74.43' C14 40.23' 81.50' 28'16'58" N35'30'03"W 39.82' C15 31.06' 81.50' 21'50'10" N10'26'29"W 30.87' C16 44.32' 76.50' 3311'35" S72'41'08"E 43.70' C17 26.02' 20.00' 74'32'02" S18'49'20"E 24.22' C18 142.36' 55.00' 148'18'09" N55'42'23"W 105.82' C19 53.48' 55.00' 55'42'26" S22'17'20"W 51.39' C20 40.14' 55.00' 41'48'37" S26'28'12"E 39.25' C21 34.00' 55.00' 35'25'08" S65'05'04"E 33.46' C22 9.32' 20.00' 26'42'17" N6926'30"W 9.24' C23 13.21' 123.50' 6'07'35" S59'09'08"E 13.20' C24 58.34' 123.50' 27'04'00" S75'44'56"E 57.80' C25 15.20' 20.00' 43'33'19" S22'15'15"W 14.84' C26 13.00' 20,00' 3714'17" S62'39'03"W 12.77' C27 205.90' 55.00' 214'29'43" N25'58'40"W 105.05' C28 34.39' 55.00' 35'49'20" S28'51'48"W 33.83' C29 10.06' 55.00' 10*28'35" S5'42'51"W 10.04' C30 24.14' 76.50' 18'04'36" S80'12'25"E 24.04' C31 24.14' 76.50' 18'04'36" N80'12'25"W 24.04' C32 33.86' 123.50' 15'42'24" S79'01'19"E 33.75' C33 5.11' 123.50' 2'22'11" S88'03'37"E 5.11' C34 8.68' 123.50' 4'01'40" 1 S641S46"E 8.68' LINE TABLE LINE # LENGTH DIRECTION L1 2.98' S14'33'57"E L2 9.38' S14'33'57"E L3 21.17' S45'35'50"W L4 21.26' S44'24'10"E L5 38.49' NO'31'20"E L6 23.50' S891SWE L7 23.50' S89'13'50"E L8 21.26' N44'23'03'W L9 21.16' S45'36'57"W L10 21.26' N44'23'03"W L11 21.16' S45'36'57"W L12 11.65' N7110'07"W L13 23.50' NO'45'17"E L14 23.50' NO'45'17"E L15 21.35' S44'23'03"E L16 21.07' N45'36'57"E L17 18.34' N45'36'57"E L18 18.43' N44'23'03"W -19 21,26' N44'24'10"W L20 21.17' S4535'50"W L21 23.50' SO'28'36"W L22 23.50' SO'28'36"W L23 23.50' SO'28'36"W L24 23.50' SO'28'36"W L25 24.36' S89'19'52"E L26 24.44' S89'19'52"E L27 9.55' S15'36'04"W L28 37.85' S15'36'04"W L29 27.99' S43'13'32"E L30 12.99' S89'19'52"E L LA Af G 1 T CLINTON W. HANSEN a 1 1 PLS 11118 112I OF �O TAN W. NF BOOK , PAGE Land ofullions t! Land Surveying and Consulting 231 E. 5TH ST., STE. A MERIDIAN, ID 83642 (208) 288-2040 fax (208) 288-2557 www.landsolutions.biz JOB NO. 19-08 SHEET 2 OF 4