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CC - Final Plat LAVENDER HEIGHTS SUBDIVISION NO. 1 BOOK , PAGE CP&F INST. NO. LOCATED IN THE S 1/2 OF THE SW 1/4 OF SECTION 32, T.3N.5 R.1 E., 1/4 2014-098053 B.M. CITY OF MERIDIAN, ADA COUNTY, IDAHO LEGEND 316532 SEE SHEET 2 OF 4 FOR CURVE & LINE DATA 2020 ® FOUND ALUMINUM CAP MONUMENT FOUND BRASS CAP MONUMENT / BLACKROCK SUBDIVISION NO. 1 • FOUND 1/2" REBAR, PLS 14221 BOOK 96, PAGES 12003-12008 ® FOUND 5/8" REBAR AS NOTED (S89426 SET 1/2" REBAR WITH PLS 11118 8' 'E) � PLASTIC CAP SW 1/,6 PLS 8575 _ S89°49'51' 1115.19' CS 1/16 PLS 1422, SET 5/8" REBAR WITH PLS 11118 N89'49'51"W 225.35' 134.06' - 100.46' 100.46' r -105.02' T - 105.02' T -105.02' T �105.02' 89.59' r 90.41'- 1 90.06' 90.06' ® PLASTIC CAP OSii O I � � � I Owl () O O - - - - SECTION LINE ro o ro o r - - 0q 0q �q' "' CENTER LINE 17,562 SF o 15,,111 SF 72,700 SF Ion 12,603 SF C Ion 12 603 SF Ion 12,603 SF C 0 12,605 SF 0 7Q 751 SF o o d o o o o o o o S � 70,94o IF o 73,989 IF 9,852 IF EASEMENT LINE AS NOTED o� z �' PUBLIC UTILITY, IRRIGATION & LOT o g f5' BLOCK 9 o o i rn 00 o �`" N89'49'S1"W 134.06'� 86 45' J C29 -71.36' -105.02' 105.02' -105.02' -105.02' 89.59' 49.20'--C285 cn � DRAINAGE EASEMENT LINE, SEE NOTES 1 &2 z WATER 72.11' N89'49'51"W 148.00' �� ��� S89'49'51"E E. BRACE DR. S89'49'51"E S89'49'51"E �' C2j\ N o EAS ME TACHD LINE, SEE NOTE 9 DRAINAGE 12 3 282 SF 3 282 IF G - - - - - - - - - - C5 \ 10' z 219.79' 283.00' 127.46' n Z79' ro y b S 72.11' S89'49'51 E �, 13 SEE NOTE 9 1 N89'49'51"W o 14 118.75' G G 29ao \ !�� �o� 3075 SF sFF NOTE 9 9 !�o o� 7 764 sF �, 3 C22 s 6s91 o ACHD PERMANENT SIDEWALK EASEMENT 0 6,351 sF o „, - 173.29 8 -------190.00-- --- �,` 80.96' c �6• LINE PER INSTR. NO. - 213.39'----- 220.00' - 0 2 2 / CL I S89'4n1"E-� 103.39 1,0.00' 110.00� l r 110.00' 8 ' �'S y 96 "' m �\ SUBDIVISION BOUNDARY LINE N89'49'51"W 31.5' 31.5' N89'49'S1"W W �70' S89'49'51"E of 9 o 100.00 o o o o �!- 6 , ! C2611 - 31.5' 31.5' - 13 N O o I o O �n_ 10 0 137.19' �oo \> S 26.35' w LOT LINE 00 15 6,000 IF oo c6 6,392 IF 5 600 SF coo coo 6,600 SF 6,600 SF GO o 0 L110 0 0 58�49'SLE �89'h251"� ,OL9l 1 i Z 0 s C6 26.33' Q ADJACENT PROPERTY LINE BLOCK 9 9,1 sF uos uo7 137.,E J I �E. BRACE DR. 18 LOT NUMBER \S8T49'bl"E-1 �Io'10 .79' 11 no,10� N89'49 51 W N89'49'51"W o °C �10100.00' 12 0 0 0 0 0 0 110.00' N89°49'51"W 200.15' 1 �A SsLl 909'5,"E o�-w 0 0 6,407 IF 6,600 IF N coo 6,600 SF coo °� o �C25_ o o 16 rn o 2 26.31' 6,000 SF o S�s4951"E�W 5894�51 i 1,oQo' 10� o o Q � N m NOTES o \S8�49',i1"E\ o I a� 10 .79' o _ I 110.00' Q °M° I N89'4-'S1 W a_ `" 5 it o UNPLATTED o `r' o 0 0 0 06,600 SF o o Z `n O 100.00T0 c^o o �� o o o Q ``' o o z o BLOCK 10 1-EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES,LAVENDER 0 17 6,000 SF o M z o BOCK 7 z 6 60 SF co Z o c0 BLO K 8 oo W ro I� LU HIEGHTS HOMEOWNER'S ASSOCIATION PRESSURE IRRIGATION AND LOT DRAINAGE OVER THE TEN(10)FEET w o o �89'4�'51� 9'4�51 l J o 11090' J N 04 0 0 W Q w ro h ADJACENT TO ANY PUBLIC STREET.THIS EASEMENT SHALL NOT PRECLUDE THE CONSTRUCTION OF o� S8K49'51"Et 106.79' f-10' 110.00 I m z N89'49 51 W 1 N `� _ Ki 0 0 0 o N HARD-SURFACED DRIVEWAYS AND WALKWAYS TO EACH LOT. o� 100.00 b Q o 10 o O o = o O Coo 3 N N 2-UNLESS OTHERWISE SHOWN AND DIMENSIONED,EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT 0 ooJ 18 5,000 IF oo 6,4 SF 6,600 �F 6 600 Sf ° o o 23,501 SF 9,077 \ EASEMENT FOR PUBLIC UTILITIES,LAVENDER HEIGHTS SUBDIVISION HOMEOWNER'S ASSOCIATION PRESSURE z ,r, �r, L S$9'49�1"E �89'4�51 1 11090 S8K49'5l'E J � o_ z IRRIGATION AND LOT DRAINAGE OVER THE FIVE(5)FEET ADJACENT TO ANY INTERIOR SIDE LOT LINE,AND OVER THE �j 0\ 106.79 70 b_ 110.00' 1 N N89.4-'51 W I p �5' TEN(10)FEET ADJACENT TO ANY REAR LOT LINE OR SUBDIVISION BOUNDARY. 0' 50' 100' 200' Q oO100.00 o N o� O o 00 6 o I o 4 o N f5' 0 19 00 c o O I o o O 3-ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE REGULATIONS IN EFFECT AT THE TIME H ,� S8�49`zL"E�" coo 6,600 IF coo coo 6,6 0 IF OF THE RE-SUBDIVISION. LLJ )S8T49'51"E L S89'4T517E I �70` 1Lo o0' 1 �90.00' 90.00' = x -r (/) o 106 79 a, 4-THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF AN ADA COUNTY HIGHWAY DISTRICT LICENSE AGREEMENT 01 o SCALE: 1" = 100' U o 0 100.60 _b 8 06 110.00' �, �, N89'49'51 W o Q o 0 0 20 5,000 IF o 31.5' 31.5' � 8 a' 31.5' 31.5' a' o N89°47'58"W 180.00' RECORDED AS INSTRUMENT N0. N o ,� ��L122 7 � ��.5,507 IF C. z o o S8�49'�l'E J !>> �23 O 111125' "' 5-THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF A DEVELOPMENT AGREEMENT WITH THE CITY OF MERIDIAN N ro !> > 9,476 SF n J RECORDED AS INSTRUMENT NO. a S89°49'51"E 252.00' N o 100.00 0 �6 L115 C36 129 c' " N ,I N89'49 51 W I m I o O o "' 31 �' 5,747 SF S14'26 52 W 6-MAINTENANCE OF ANY IRRIGATION,DRAINAGE PIPE OR DITCH CROSSING A LOT IS THE RESPONSIBILITY OF THE 189.00' L9 L10 100.00 0 21 5,o0o SF o 66.1 T C7 ; �, `, "' 10 O `o N $$9°49'S1"E S8�4 000 S 0 <v 4 53' / 68.04 LOT OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATION/DRAINAGE DISTRICT. ,1 w o S89'49'51"E 1L CO. !� ,NzS • N o o, O o o T C18 "' 1ZS 81' �; co li 33 'W $75°33'0$"E UNPLATTED 7-THIS DEVELOPMENT RECOGNIZES IDAHO CODE 22-4503,RIGHT TO FARM ACT,WHICH STATES: NO AGRICULTURAL a z p c`? M_ 0 24 100.00 1°� E. N/D/� `o v� mac' 12766' J 23 13' I OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE,PRIVATE OR m cri o 27,404 IF Q, ° L80 �+� 505 o , w I BL CK 9 J 22 6,750 IF o L81 ST SZ 2 1 112 66' 0 SF PUBLIC,BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT S$9'49'S1"E o BLOCK 3 m c0 6,150 IF N89'49'51"W o o LO Ol C19 [482 533'Q8" �15g.16' o 0o HAS BEEN IN OPERATION FOR MORE THAN ONE(1)YEAR,WHEN THE OPERATION,FACILITY OR EXPANSION WAS NOT 37.6$' Z 174.00' �� I L2715 0 0 J �.0OL JCN ��� /O/ / O �C833 �L84 32E � A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY o !j 170.00' 200.00' �D rn J/� n / O O r�85 (� E o\ WHEN A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION, �� 23 ' m co� /o /� 6� CB� A 903 AGRICULTURAL FACILITY OR EXPANSION THEREOF. S89'49'51"E �_ _ _ _ S89'49'51"E _ M o L78 / o o r� / O7 IA88 L77 C17 US o o O8 C89 8-LOTS 1 &2 OF BLOCK 1,LOT 1 OF BLOCK 2,LOT 1 OF BLOCK 3,LOT 1 OF BLOCK 4,LOTS 1 &9 OF BLOCK 5,LOTS 1 & 116.32' n 141.86' 263.00' o 9 10 OF BLOCK 6,LOTS 1 &7 OF BLOCK 7,LOTS 1 &9 OF BLOCK 8,LOTS 12,13 AND 23 OF BLOCK 9 AND LOT 3 OF BLOCK E. PHENOMENAL ST. L76 C16 L, J BLOCK 6 ,5 / o w 00 M M oCZ4 3 0 / 10 0 9 BL.6 I 10 ARE DESIGNATED AS COMMON AREA LOTS TO BE OWNED AND MAINTAINED BY THE LAVENDER HEIGHTS 11 cl/!2 �� !�1 04 m L48 cv L72J ° / o �' o O 10 SUBDIVISION HOMEOWNERS ASSOCIATION,OR IT'S ASSIGNS,AND ARE SUBJECT TO BLANKET PUBLIC UTILITY, a 70.00'- _7 6. F_60.00'� -60.00'-] �60.00'� 68.89'� 0i ^ Cog q(( (Z1\ �' � oN 6.50' 6.50' 1 `SQ \C51 f Y �p�BUC U0J J o 0o Op q((NOTE 9 L67 DRAINAGE,AND PRESSURE IRRIGATION EASEMENTS. LOT 13,BLOCK 9 IS A CROSS ACCESS/COMMON DRIVEWAY W m w �5 2 20' 20' O2 O O, O O w c.i O /O (5 RIGHT �6g � EY p o LOT DESIGNATED TO PROVIDE ACCESS TO ADJACENT LOTS 10 AND 11,BLOCK 9. USE AND MAINTENANCE OF SAID > r O3 5 f N N Wto / / O r 2, ��53 OF WqY �68J�6, s R/�HT�F-'IU DRIVEWAY LOT SHALL BE AS ESTABLISHED IN THE CC&R DOCUMENTS TO BE RECORDED FOR THIS SUBDIVISION. iv i� N r� ro rcn ro o a' 31 5 _'/ o O (54 cow o NOTE g WA y a ALL OTHER LOTS IN THIS SUBDIVISION ARE FOR SINGLE FAMILY DWELLINGS. O o m o o 0 31.5' C>i o co / �S5 cn 3 0- of oo I a'°O m m rn o rn of `� ° / o° o cl� /� / 7 (06 cV (� z 9-PORTIONS OF LOT 1,BLOCK 2;LOTS 15 THRU 18,BLOCK 4;LOTS 8&9,BLOCK 5;LOTS 7 THRU 10,BLOCK 6;LOT 1, C7 o 9,602 SF o o ? oa a a n a ± � o / ° y o SZ'0 °L L57 m z BLOCK 1 �' N z Z ° d ° d ° d a �'� C14(¢ o 0 0 / O O 25 BLOCK 7 AND LOTS 9&10,BLOCK 8 ARE SERVIENT TO AND CONTAIN THE ACHD STORM WATER DRAINAGE SYSTEM. r7 �n m o ro Z J �' / co / 9 N a o THESE LOTS ARE ENCUMBERED BY THAT CERTAIN FIRST AMENDED MASTER PERPETUAL STORM WATER DRAINAGE Ssg. C� V C46 co o BL.S 9 55' o fs' �o L¢ J BLOCK 5 0 / d � 75 45'� I cL k � 5 0 � o c0 0 � � EASEMENT RECORDED ON NOVEMBER 10,2015,AS INSTRUMENT NO.2015-103256,OFFICIAL RECORDS OF ADA U cn 3 ° 25 68' �1 �1 \ \ �' �ti 144 J L ° ° / o oo o^ COUNTY,AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL THE"MASTER EASEMENT"). O 10362 Z3 62.78 60.00' 60.00' 60.00 / O/ �� Vq�ENs (42J �5' o THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO ACHD PURSUANT TO 1 S89'S0'08"W 268.46' & C1 �LE �41 L4p ° N SECTION 40-2302 IDAHO CODE. THE MASTER EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE STORM (n N69S o ° 3 L15 NZ53 ST SFEo WATER DRAINAGE SYSTEM. 2074 IF �o s45"w , BLOCK 4 3g3"/ g55.00, �16 o8"W 278g3� SURVEYOR'S NARRATIVE `31$' O /cO 10 co o 5 0 10-IRRIGATION WATER WILL BE PROVIDED BY NEW YORK IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO CODE 3 (21, l l N >> 5•CO3 C1Z�1 NI SECTION 31-3805(b). LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS,AND WILL BE l`lJ 36,086 SF aj 4,298 SF� rn 14 �55.pC 8 N THE BOUNDARY FOR THIS SUBDIVISION WAS DEVELOPED FROM OBLIGATED FOR ASSESSMENTS FROM NEW YORK IRRIGATION DISTRICT. �S6 zo 24- 4,125 S 8 SURVEYED TIES TO CONTROLLING SECTION CORNER j55.CO'- 11 BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH THE 28 oo O / �2Z� 4,125 SF l 15 d MONUMENTATION,THE PLATTED SUBDIVISION BOUNDARIES OF \ 21 �� 1�6,p2• U) l^ �' 9 O h 18 o N75'33 08 W BLACKROCK SUBDIVISION N0.1,IMPRESSIVE EAST RIDGE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN IN EFFECT AT THE TIME OF THE BUILDING PERMIT \S0°09 52 E 5 804 SF / l O`�` / / 12 L3QJ �725 S �, O o 15.00' SUBDIVISION NO.1,INFORMATION FROM RECORD OF SURVEY SUBMITTAL. 79.21 \ �65.pC•J 5,757 SF J l O / 13 - �° F`� NUMBERS 5049,7169,7783,AND CURRENT DEEDS OF RECORD. THE 12-RESTRICTIVE COVENANTS WILL BE IN EFFECT FOR THIS SUBDIVISION. 5 625 IF o O / / L36-1 N^ SURVEYED MONUMENTATION AND CONTROLLING BOUNDARIES FIT ,N I 6L N7 ° 65•DO'_7 L / / ,6 \/ h O 13 THE BOTTOM ELEVATION OF BUILDING FOOTINGS SHALL BE SET A MINIMUM OF 12 INCHES ABOVE THE HIGHEST o \ \ EASE 533 p8» 65.0p•_� 51625 SF�7 / ,, 17 % cy THE RECORDS WELL AND WERE ACCEPTED TO ESTABLISH THE ESTABLISHED NORMAL GROUNDWATER ELEVATION. z f - \ \ MENT FARR w 566,Q2' 65,pC•-j L5,625 SF l / O o SF BOUNDARY FOR THIS SUBDIVISION SHOWN HEREON. o Q w O \�ATERAL 65.00'J �65.55� 5GNPIST NOrz, S C-D w 00' , G £ G'A Z UNPLATTED �<v� Q-�' F0 I rn I CLINTON W. HANSEN 8 0 UNPLATTED o I n I PLS 11118 NjA �O 0o O ' UNPLATTED ��j '911, Z Uj m OF 5 N- w SON W. NP ocn STORM DRAIN FASEMENT - S75.33�8 E 24p CO oo ADA COON\HIGHWAY DISTRICT a? 20' 38 o rn �3' 63.54- INSTR. NO- -__-- - S89'58'24"E 716.48' z Lo BLOCK 2 S89'58 24 E 324.81 SEE NOTE 9 37,744 SF � La futl � O A� N89'58'24"W 1249.28' o 0 POINT OF Land Surveying and Consulting BEGINNING ���� o o us � b 31 32 S89'57'01"E 1331.91' W 1/,6 20.00' E. LAKE HAZEL RD. 1311.96, 32 co 6 5 FIND 5/8" REBAR NO CAP N89'58'24"W 1331.96 1/4 5 231 E. 5TH ST., STE. A PLACED CAP MERIDIAN, ID 83642 CP&F INST. N0. CP&F INST. N0. 2NS 111066375 (208) 288-2040 fax (208) 288-2557 www.landsolutions.biz JOB NO. 17-55 SHEET 1 OF 4 LAVENDER HEIGHTS SUBDIVISION NO. 1 BOOK , PAGE CURVE TABLE LINE TABLE LINE TABLE LINE TABLE CURVE # LENGTH RADIUS DELTA BEARING CHORD LINE # LENGTH DIRECTION LINE # LENGTH DIRECTION LINE # LENGTH DIRECTION C1 18.69, 164.00' 6'31'41" S3'25'42"E 18.68' L1 25.00' S012'02"W L43 40.00' N75'33'08"W L85 40.00' S75'33'08"E C2 19.37' 170.00' 6'31'41" S3'25'42"E 19.36' L2 28.37' S44'59'51"E L44 40.00' N75'33'08"W L86 40.00' S75'33'08"E C3 132.16' 100.00' 75*43'17" S37'41'30"E 122.75' L3 28.24' S69'55'45"E L45 40.00' N75'33'08"W L87 40.00' S75'33'08"E C4 94.25' 60.00' 90'00'00" S45'10'09"W 84.85' L4 21.32' SO'09'52"E L46 40.00' N75'33'08"W L88 40.00' S75'33'08"E C5 75.28' 100.00' 43'07'58" N68'15'52"W 73.52' L5 21.27' NO'10'09"E L47 18.93' N75'33'08"W L89 20.00' S75'33'08"E C6 75.28' 100.00' 43'07'58" S68'15'52"E 73.52' L6 31.50' NO'10'09"E L48 32.43' S89'49'51"E L90 100.00' N14'26'52"E C7 24.92' 100.00' 1416'43" N82'41'30"W 24.86' L7 31.50' NO'10'09"E L49 16.79' S75'33'08"E L91 100.00' N14'26'52"E C8 24.92' 100.00' 14*16'43" N718'30"E 24.86' L8 21.21' S45'10'09"W L50 40.25' S75'33'08"E L92 100.00' N14'26'52"E C9 73.28' 131.50' 31'55'46" S15'47'44"E 72.34' L9 31.50' N89'49'51"W L51 40.00' S75'33'08"E L93 100.00' N14'26'52"E C10 25.43' 131.50' 11'04'41" S37'17'58"E 25.39' L10 31.50' N89'49'51"W L52 40.00' S75'33'08"E L94 100.00' N14'26'52"E C11 11.57' 131.50' 5'02'33" S45'21'35"E 11.57' L11 28.20' N45'00'09"E L53 40.00' S75'33'08"E L95 100.00' N14'26'52"E C12 11.06' 131.50' 4'49'09" S50'17'27"E 11.06' L12 56.49' S49'44'18"W L54 40.00' S75'33'08"E L96 100.00' N14'26'52"E C13 52.45' 131.50' 22'51'07" S64'07'35"E 52.10' L13 21.21' S44'49'51"E L55 40.00' S75'33'08"E L97 100.00' N14'26'52"E C14 21.68' 68.50' 18'07'56" S66'29'10"E 21.59' L14 60.69' S49'44'18"W L56 40.00' S75'33'08"E L98 104.13' N14'26'52"E C15 68.85' 68.50' 57'35'21" S28'37'31"E 65.99' L15 10.00' S75'33'08"E L57 20.00' S75'33'08"E L99 31.50' S14'26'52"W C16 6.98' 28.00' 1416'43" N82'41'30"W 6.96' L16 10.00' S75'33'08"E L58 20.00' S14'26'52"W L100 31.50' S14'26'52"W C17 11.96' 48.00' 14*16'43" N82'41'30"W 11.93' L17 10.00' S75'33'08"E L59 96.60' N14'26'52"E L101 15.00' S14'26'52"W C18 12.03' 68.50' 10*03'53" N84'47'54"W 12.02' L18 10.00' S75'33'08"E L60 100.00' N14'26'52"E L102 21.21' N30'33'08"W C19 5.04' 68.50' 4*12'50" N77'39'33"W 5.04' L19 31.50' S14'26'52"W L61 100.00' N14'26'52"E L103 21.21' N45'10'09"E C20 24.68' 131.50' 10*45'15" N9'04'14"E 24.65' L20 31.50' S14'26'52"W I L62 100.00' N14'26'52"E L104 21.21' S44'49'51"E C21 8.09' 131.50' 3'31'28" N1'55'53"E 8.09' L21 55.00' S75'33'08"E L63 100.00' N14'26'52"E L105 60.00' NO'10'09"E C22 44.24' 68.50' 37'00'18" N71'19'42"W 43.48' L22 95.86' N1426'52"E L64 100.00' N14'26'52"E L106 31.50' N89'49'51"W C23 7.33' 68.50' 6'07'41" N49'45'43"W 7.32' L23 85.32' N14'26'52"E L65 100.00' N14'26'52"E L107 31.50' N89'49'51"W C24 32.52' 131.50' 14*1O'14" S53'47'00"E 32.44' L24 55.00' S75'33'08"E L66 100.00' N14'26'52"E L108 21.21' N45'10'09"E C25 66.47' 131.50' 28'57'44" S75'20'59"E 65.77' L25 75.00' N14'26'52"E L67 20.00' N75'33'08"W L109 31.50' SO'12'02"W C26 51.57' 68.50' 43'07'58" S68'15'52"E 50.36' L26 75.00' N14'26'52"E L68 40.00' N75'33'08"W L110 31.50' SO'12'02"W C27 57.08' 131.50' 24*52'10" N59'07'58"W 56.63' L27 55.00' S75'33'08"E I L69 40.00' N75'33'08"W L111 25.00' NO'10'09"E C28 41.92' 131.50' 1815'48" N80'41'57"W 41.74' L28 75.00' N14'26'52"E L70 40.00' N75'33'08"W L112 21.21' S45'10'09"W C29 29.61' 91.50' 18'32'19" S80'54'00"W 29.48' L29 75.00' N1426'52"E L71 40.00' N75'33'08"W L113 21.21' N4449'51"W C30 15.72' 91.50' 9'50'44" S66'42'28"W 15.70' L30 55.00' S75'33'08"E L72 40.00' N75'33'08"W L114 61.50' NO'10'09"E C31 38.77' 91.50' 24*16'30" S49'38'52"W 38.48' L31 75.00' N14'26'52"E L73 40.00' N75'33'08"W L115 19.67' N89'49'51"W C32 59.63' 91.50' 37'20'28" S18'50'23"W 58.58' L32 75.00' N14'26'52"E L74 40.00' N75'33'08"W L116 13.44' N44'49'51"W C33 14.06' 28.50' 28*16'25" S14*18'22"W 13.92' L33 55.00' S75'33'08"E L75 17.04' N75'33'08"W L117 7.78' N44'49'51"W C34 30.70' 28.50' 61'43'35" S59'18'22"W 29.24' L34 75.00' N14'26'52"E I L76 32.43' N89'49'51"W L118 21.21' S44'49'51"E C35 17.07' 68.50' 14*16'43" N7'18'30"E 17.03' L35 75.00' N14'26'52"E L77 20.96' S89'49'51"E L119 16.31' S14'26'52"W C36 32.77' 131.50' 14*16'43" N82'41'30"W 32.69' L36 55.00' S75'33'08"E L78 11.48' S89'49'S1"E L120 21.21' S59'26'52"W L37 150.00' N14'26'52"E L79 21.21' S45'10'09"W L121 60.00' NO'10'09"E L38 150.00' N14'26'52"E L80 19.67' N89'49'51"W L122 69.13' N89'49'51"W L39 165.04' N14'26'52"E L81 34.97' S75'33'08"E L123 33.19' S75'33'08"E L40 20.00' N75'33'08"W L82 40.00' S75'33'08"E NPR LA)VD 40.00' N75'33'08"W L83 40.00' S75'33'08"E �g��G%ST GAL L42 40.00' N75'33'08"W L84 40.00' S75'33'08"E 0 O t^� CLINTON W. HANSEN a 1 1 1 18 0 PLS 11118 0 �o n�/ rT� o F ON W,NP Lan O ® S 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. 17-55 SHEET 2 OF 4 LAVENDER HEIGHTS SUBDIVISION NO. 1 BOOK , PAGE CERTIFICATE OF OWNERS KNOW ALL MEN BY THESE PRESENTS: THAT WE, THE UNDERSIGNED, ARE THE OWNERS OF THE REAL PROPERTY DESCRIBED BELOW IN ADA COUNTY, IDAHO, AND THAT WE INTEND TO INCLUDE THE FOLLOWING DESCRIBED PROPERTY IN THIS PLAT OF LAVENDER HEIGHTS THENCE S 75°33'08" E A DISTANCE OF 240.73 FEET TO A POINT; SUBDIVISION NO. 1; THENCE S 89°58'24" E A DISTANCE OF 324.81 FEET TO A POINT ON THE EASTERLY BOUNDARY OF THE SE '/4 OF THE SW '/4 OF SAID SECTION 32; A PARCEL OF LAND LOCATED IN THE S '/2 OF THE SW '/4 OF SECTION 32, TOWNSHIP 3 NORTH, RANGE 1 EAST, BOISE MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO, MORE PARTICULARLY DESCRIBED AS FOLLOWS: THENCE S 0°12'02"W ALONG SAID BOUNDARY A DISTANCE OF 75.00 FEET TO THE SOUTHEAST CORNER OF THE SE '/4 OF THE SW '/4 OF SAID SECTION 32; COMMENCING AT A BRASS CAP MONUMENT MARKING THE SOUTHWEST CORNER OF THE SW '/ OF SAID SECTION 32, FROM WHICH AN ALUMINUM CAP MONUMENT MARKING THE NORTHWEST CORNER OF SAID SW '/4 BEARS N 0'32'17"W A DISTANCE OF 2700.11 FEET; THENCE ALONG THE SOUTHERLY BOUNDARY OF SAID SE '/4 OF THE SW'/4 N 89°58'24"W A DISTANCE OF 1331.96 FEET TO THE POINT OF BEGINNING. THENCE S 89°57'01" E ALONG THE SOUTHERLY BOUNDARY OF SAID SW'/4 A DISTANCE OF 1331.91 FEET TO A 5/8 INCH IRON PIN MONUMENT MARKING THIS PARCEL CONTAINS 23.19 ACRES MORE OR LESS. THE SOUTHWEST CORNER OF THE SE '/4 OF SAID SW'/4, THE POINT OF BEGINNING; ALL THE LOTS IN THIS SUBDIVISION WILL BE ELIGIBLE TO RECEIVE WATER SERVICE FROM THE CITY OF MERIDIAN. THE CITY OF MERIDIAN HAS THENCE N 0°09'52"W ALONG THE WESTERLY BOUNDARY OF SAID SE '/4 OF THE SW'/4 A DISTANCE OF 431.20 FEET TO A POINT; AGREED IN WRITING TO SERVE ALL THE LOTS IN THIS SUBDIVISION. THENCE LEAVING SAID BOUNDARY N 69°55'45"W A DISTANCE OF 103.75 FEET TO A POINT; THE PUBLIC STREETS SHOWN ON THIS PLAT ARE HEREBY DEDICATED TO THE PUBLIC. PUBLIC UTILITY, IRRIGATION AND DRAINAGE EASEMENTS ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC, BUT THE RIGHT OF ACCESS TO, AND USE OF, THESE EASEMENTS IS HEREBY THENCE N 0°10'09" E A DISTANCE OF 208.48 FEET TO A POINT; RESERVED FOR PUBLIC UTILITIES, DRAINAGE AND FOR ANY OTHER USES AS MAY BE DESIGNATED HEREON AND NO PERMANENT STRUCTURES OTHER THAN FOR SAID USES ARE TO BE ERECTED WITHIN THE LIMITS OF SAID EASEMENTS. THENCE S 89°49'51" E A DISTANCE OF 37.68 FEET TO A POINT; IN WITNESS WHEREOF WE HAVE HEREUNTO SET OUR HAND THIS DAY OF 20 THENCE N 0°10'09" E A DISTANCE 106.50 FEET TO A POINT; LH DEVELOPMENT, LLC, AN IDAHO LIMITED LIABILITY COMPANY THENCE S 89°49'51" E A DISTANCE OF 252.00 FEET TO A POINT; THENCE S 0°10'09"W A DISTANCE OF 30.00 FEET TO A POINT; THENCE S 89°49'51" E A DISTANCE OF 100.00 FEET TO A POINT; BY GREGORY JOHNSON, MANAGER OF LH DEVELOPMENT, LLC THENCE N 0°10'09" E A DISTANCE OF 440.00 FEET TO A POINT; THENCE N 89°49'51"W A DISTANCE OF 72.11 FEET TO A POINT; THENCE N 0°10'09" E A DISTANCE OF 156.00 FEET TO A POINT ON THE NORTHERLY BOUNDARY OF THE SE '/OF THE SW'/4 OF SAID SECTION 32, ALSO ACKNOWLEDGMENT BEING THE SOUTHERLY BOUNDARY OF BLACKROCK SUBDIVISION NO. 1 AS SHOWN IN BOOK 96 OF PLATS AT PAGES 12003 THROUGH 12008, RECORDS OF ADA COUNTY, IDAHO; STATE OF IDAHO THENCE ALONG THE NORTHERLY BOUNDARY OF SAID SE ' OF THE SW '/4, ALSO BEING THE SOUTHERLY BOUNDARY OF SAID BLACKROCK COUNTY OF ADA S.S. /4 SUBDIVISION NO. 1 S 89°49'51" E (FORMERLY S89°48'26" E) A DISTANCE OF 1115.19 FEET TO A POINT MARKING THE NORTHEASTERLY CORNER OF SAID SE '/ OF THE SW '/4 AND THE NORTHWEST CORNER OF IMPRESSIVE EAST RIDGE SUBDIVISION NO. 1 AS SHOWN IN BOOK 116 OF PLATS AT ON THIS DAY OF 20 BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID PAGES 17499 THROUGH 17501, RECORDS OF ADA COUNTY, IDAHO; STATE, PERSONALLY APPEARED GREGORY JOHNSON, KNOWN TO ME TO BE A MANAGER OF LH DEVELOPMENT, LLC, AN IDAHO LIMITED LIABILITY COMPANY, THE PERSON WHO EXECUTED THE FOREGOING "CERTIFICATE OF THENCE ALONG THE EASTERLY BOUNDARY OF SAID SE '/4 OF THE SW '/ AND THE WESTERLY BOUNDARY OF SAID IMPRESSIVE EAST RIDGE OWNERS"AND ACKNOWLEDGED TO ME THAT SAID LIMITED LIABILITY COMPANY EXECUTED THE SAME. SUBDIVISION NO. 1 AND THE EXTENSION THEREOF S 0°12'02"W (FORMERLY S 0-08-57"W)A DISTANCE OF 499.05 FEET TO A POINT; THENCE LEAVING SAID BOUNDARY N 89°47'58"W A DISTANCE OF 180.00 FEET TO A POINT; IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR IN THENCE N 0°12'02" E A DISTANCE OF 230.95 FEET TO A POINT; THIS CERTIFICATE FIRST ABOVE WRITTEN. THENCE N 89°49'51"W A DISTANCE OF 200.15 FEET TO A POINT; THENCE N 010'09" E A DISTANCE 10.00 FEET TO A POINT; MY COMMISSION EXPIRES THENCE N 89°49'51"W A DISTANCE OF 110.00 FEET TO A POINT; RESIDING AT THENCE S 010'09"W A DISTANCE OF 290.00 FEET TO A POINT; THENCE S 14°26'52"W A DISTANCE OF 68.04 FEET TO A POINT; NOTARY PUBLIC FOR THE STATE OF IDAHO THENCE S 75°33'08" E A DISTANCE OF 23.13 FEET TO A POINT; THENCE S 14°26'52" W A DISTANCE OF 361.00 FEET TO A POINT; THENCE N 75°33'08"W A DISTANCE OF 15.00 FEET TO A POINT; CERTIFICATE OF SURVEYOR THENCE S 14°26'52" W A DISTANCE OF 150.00 FEET TO A POINT ON THE NORTHERLY BOUNDARY OF AN EXISTING NEW YORK IRRIGATION DISTRICT I, CLINTON W. HANSEN, DO HEREBY CERTIFY THAT I AM A LICENSED PROFESSIONAL LAND SURVEYOR IN THE STATE EASEMENT FOR THE FARR LATERAL; OF IDAHO, AND THAT THIS PLAT AS DESCRIBED IN THE "CERTIFICATE OF OWNERS"WAS DRAWN FROM THE FIELD NOTES OF A SURVEY MADE ON THE GROUND UNDER MY DIRECT SUPERVISION AND ACCURATELY REPRESENTS THENCE ALONG SAID EASEMENT BOUNDARY THE FOLLOWING COURSES AND DISTANCES: THE POINTS PLATTED THEREON, AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS. THENCE N 75°33'08"W A DISTANCE OF 566.02 FEET TO A POINT; ,L THENCE N 70°56'08"W A DISTANCE OF 128.27 FEET TO A POINT; Np LAND � G%STFRFOG�� THENCE LEAVING SAID BOUNDARY S 0°09'52" E A DISTANCE OF 79.21 FEET TO A POINT OF CURVATURE; O .t CLINTON W. HANSEN a 1 11180 0 THENCE A DISTANCE OF 18.69 FEET ALONG THE ARC OF A 164.00 FOOT RADIUS CURVE LEFT, SAID CURVE HAVING A CENTRAL ANGLE OF 6°31'41" PLS 11118 N AND A LONG CHORD BEARING S 3°25'42" E A DISTANCE OF 18.68 FEET TO A POINT OF TANGENCY; C� qT OP�2 FOF � �5 THENCE S 6°41'33" E A DISTANCE OF 139.28 FEET TO A POINT OF CURVATURE; QN W.NP THENCE A DISTANCE OF 19.37 FEET ALONG THE ARC OF A 170.00 FOOT RADIUS CURVE RIGHT, SAID CURVE HAVING A CENTRAL ANGLE OF 6°31'41" AND A LONG CHORD BEARING S 3°25'42" E A DISTANCE OF 19.36 FEET TO A POINT OF TANGENCY; (� L THENCE S 0°09'52" E A DISTANCE OF 86.88 FEET TO A POINT; �j j tcw I � THENCE S 89°58'24" E A DISTANCE OF 716.48 FEET TO A POINT; Land Surveying and Consulting THENCE N 0°01'36" E A DISTANCE OF 59.95 FEET TO A POINT; 231 E. 5TH ST., STE. A MERIDIAN, ID 83642 (208) 288-2040 fax (208) 288-2557 www.landsolutions.biz JOB NO. 17-55 SHEET 3 OF 4 LAVENDER HEIGHTS SUBDIVISION NO. 1 BOOK , PAGE HEALTH CERTIFICATE CERTIFICATE OF THE COUNTY SURVEYOR SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13, HAVE BEEN SATISFIED I, THE UNDERSIGNED, PROFESSIONAL LAND SURVEYOR FOR ADA COUNTY, IDAHO, HEREBY CERTIFY THAT I ACCORDING TO THE LETTER TO BE READ ON FILE WITH THE COUNTY RECORDER OR HIS AGENT LISTING THE HAVE CHECKED THIS PLAT AND FIND THAT IT COMPLIES WITH THE STATE OF IDAHO CODE RELATING TO CONDITIONS OF APPROVAL. SANITARY RESTRICTIONS MAY BE RE-IMPOSED, IN ACCORDANCE WITH PLATS AND SURVEYS. SECTION 50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL. ADA COUNTY SURVEYOR CENTRAL DISTRICT HEALTH, EHS 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. 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 DATE: 20 , THIS PLAT WAS DULY ACCEPTED AND APPROVED. COUNTY TREASURER CITY CLERK CERTIFICATE OF COUNTY RECORDER STATE OF IDAHO COUNTY OF ADA � S.S. INSTRUMENT NO. I HEREBY CERTIFY THAT THIS INSTRUMENT WAS FILED FOR RECORD AT THE REQUEST OF LAND SOLUTIONS, P.C., AT MINUTES PAST O'CLOCK .M. ON APPROVAL OF THE CITY ENGINEER THIS DAY OF 20 IN BOOK OF PLATS AT PAGES I, THE UNDERSIGNED, CITY ENGINEER IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, HEREBY APPROVE THIS PLAT. DEPUTY EX-OFFICIO RECORDER FEE: CITY ENGINEER— MERIDIAN, IDAHO Np.L LA AID S G 1 S TF,Q�GAF o -� CLINTON W. HANSEN a 1 1 1 18 0 PLS 11118 to Po 2 APPROVAL OF ADA COUNTY HIGHWAY DISTRICT `/qTF OF THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE BOARD OF ADA COUNTY HIGHWAY �TQjV W. NP' DISTRICT COMMISSIONERS ON THE DAY OF 20 rw � � ri � � � 0 I _ 101 S, Land Surveying and Consulting PRESIDENT, ADA COUNTY HIGHWAY DISTRICT 231 E. 5TH ST., STE. A MERIDIAN, ID 83642 (208) 288-2040 fax (208) 288-2557 www.landsolutions.biz JOB NO. 17-55 SHEET 4 OF 4