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Z - Recorded Final Plat
Bock Z Page PLAT OF Prescott' Rid a Subdivision A PARCEL OF LAND BEING A PORTION OF LOTS 18 AND 19, BLOCK 1 OF PEREGRINE HEIGHTS SUBDIVISION, AND UNPLATTED LAND SITUATED IN THE NORTHWEST 1/4, NORTHEAST 1/4 AND 0 200 400 600 SOUTHWEST 1/4 OF SECTION 28,TOWNSHIP 4 NORTH, RANGE 1 WEST, B.M., Plan Scale: 1"=200' CITY OF MERIDIAN, ADA COUNTY, IDAHO. SHEET INDEX 2023 SHEET 1 -- OVERALL SUBDIVISION MAP AND LEGEND N 1/4 SECTION 28 FOUND ALUMINUM CAP SHEET 2 -- DETAIL PLAT MAP 20 21 W.Chinden Blvd. PER CP&F INST No. 2018--046039 21 S89`2?'17"E 2 09.40'� �... ""•' -- •-- -- .,_. SHEET 3 -- DETAIL PLAT MAP AND LINE AND CURVE TABLES . 29 28 6 SOfl'43'55"W 28 NW CORNER SECTION 28 125.00' (TIE) S89°25'26"E SHEET 4dETAIt PLAT MAP FOUND ALUMINUM CAP 60.00 SHEET 5 DETAIL PLAT MAP AND NOTES PER .CP&F INST No. 2017-074125 S89°27'17"E SHEET 6 - CERTIFICATE OF OWNERS 5`00' SHEET 7 -- CERTIFICATES AND APPROVALS VICINITY MAP Scale 1"= 1000' SEE DETAIL PLAT �, �, REFERENCES MAP, SHEET 5 00 >� 20 21 S89'2?'17'E 2609.40' 21 0 , R.I. PLAT OF PEREGRINE .HEIGHTS SUBDIVISION, BOOK 68 OF PLATS AT PAGES 7026 .._. � � � AND 7027, RECORDS OF ADA COUNTY, IDAHO. 29 28 28 Unplatted R2. RECORD OF SURVEY No. 13153, RECORDS OF ADA COUNTY, IDAHO. 4..; ul 0 to R3. RECORD OF SURVEY No. 13704, RECORDS OF ADA COUNTY, IDAHO. I C14 o z b R4. PLAT OF THE OAKS NORTH SUBDIVISION No. 6, BOOK 120 OF PLATS AT PACES Z 0 18759-18762, RECORDS OF ADA COUNTY, IDAHO. (01 N N N89°24'23"W R5. RECORD OF SURVEY No. 770, RECORDS OF ADA COUNTY, IDAHO. M to 64't30' R6. RECORD OF SURVEY No. 1767, RECORDS OF ADA COUNTY, IDAHO, in !d' ! L5 R7. RECORD OF SURVEY No. 9358, RECORDS OF ADA COUNTY, IDAHO, z 0 # SOO°35'29"W 24.00' R8. RECORD OF SURVEY No. 10034, RECORDS OF ADA COUNTY, IDAHO. vi N01°36'1$"E S48°28'01"W 14.68' 120.10' R9. DEED FOR RIGHT--OF-WAY DEDICATION PER INST. No, 2021--119927, RECORDS ! S06*20'25"W 82.31' OF ADA COUNTY, IDAHO. 29 N00'34'29"E ! S00'34'29"W 284046' 28 N89'21'12'W 2522.17' 131.10' 2 LEGEND S89'25 31 E ALUMINUM CAP AS NOTED Sheet 5 20.00' BLOCK 13 Sheet 5 FOUND 5/8-INCH REBAR WITH PLASTIC CAP Sheet 4 1 Sheet 4 MARKED "ALB 12459" UNLESS NOTED OTHERWISE .._._.. Peregrine Heights N0003429"E CURVE TABLE LINE TABLE Peregrine Heights Subdivision 253.03' S44°51'44"E 17.53' ! SET 5/8-INCH REBAR WITH PLASTIC CAP MARKED "ALB 12459 CURVE RADIUS LENGTH DELTA CHORD BR G CHORD LINE BEARING DISTANCE Subdivision SOO 34'29"W 47.00' " 2 W. Lost Rapids St. .£70' 117.05' 9 4'1 fi'1 Q" N8'08'34"E 19 6.75' L1 589'21'12"E 25.00 SET 1/2-INCH REBAR WITH PLASTIC CAP MARKED C 1 4?0 z BLOCK 12 S46"00'42"W 17.63' ! "ALES 12459" C2 295.00' 202.31' 39'17'37" N20'13'17"E 198.37' L2 S88'59'31' 5.00 p S01'18'O3"W 93.28' SET BRASS PLUG (WITH MAGNET INSERT) MARKED m C3 455.00' 221.74' 27'55'22" N14'32'10"E 219.55' L3 NO'34'29"E 12.08 " N74'07'45"E 1 ! ALB PLS 12459 °M C4 545.00' 336.71' 35'2354" S22'10'09"W 331.38' L4 SO'43'55"W 50.Ofl 7.67' M b o CALCULATED POINT, NOTHING FOUND OR SET C5 205.00' 14Q.59' 39'17'37" S20'13'1?"W 137,85' L5 S89`2423"E 81.94 y t 16 LOT NUMBER S71'33'16"E N34'00'44"E SUBDIVISION BOUNDARY LINE 47.02 1 Unplatted LOT LINE 92.75' (TIE) ° „ BLOCK 14 Vt a N09 4fi 30 $ SECTION LINE �- '� 9 S� 11.09' �... _._ LO *- � 3,��r " ! -- ROAD CENTERLINE z .- . 17 90.7 Unplatted 0 tOr° ADJACENT LOT LINE 9 10 o� ! 1 S 8 11 12 S7$°a8'1 " `�` °h�, _.._._ �., ._.. ._.._. .__ ..... _ EASEMENT LINE 1. 15 16 17 18 7 SO4'09'36"E ZERO LOT LINE, NO INTERIOR LOT LINE EASEMENT BLOCK 1 21 223 24 25 ° ! 22,81 (SEE NOTE 10) Z6 27 28 30 `��x6,° {L;° •! &li S39`14'42"W ACHD EASEMENT (SEE NOTE 15) � . M �` � 22 21 �frelitte S� 29 � 67 ° ��, W.Stur iIl 19 18 `�"�`� tS`0 N75°51'12"E C�ai .00 I GRAVITY IRRIGATION EASEMENT PER INST, No. 2023--010860 v . Peak St. 15 14 13 Firelir a C`t, 'r1 0 1` 48.41 �� �'1° Rg RECORD DATA PER REFERENCE Cl v co a� BLOCK 3 B h�` S� { 0 11 ° ° s0o°52'17"w ��,�� S85°18'18"W � . � o {� � 9 # N7g°Og'�&„ C� BLOCK� 97.82 23.28 Ia 10 �25,8 , Wv lN89°25'31"W! °h`1' SURVEY NARRATIVE i Parachute 2 205.07' BLocc 1£� r�'S� � h 1 T SUBDIVIDE THE LAND SHOWN HEREON. THE ° c� a� THE PURPOSE OF THIS SURVEY IS fl S B © ate fir. �- S 11 51 44 W 168.50 w 0, M Z SURVEY' IS BASED UPON THE RETRACEMENT OF PLATS, SURVEYS AND DEEDS LISTED IN 4 5 6 G) 9 1 S78°08 16'E 51.5{3' t!i t/"t BLOCK 11 �• BLOCK S � 1p �, # � THE REFERENCES HEREON AND A FIELD SURVEY OF EXISTING MONUMENTATION. • # p ! „ S89°25'31"E ! MONUMENTATION RECOVERED WAS FOUND TO BE IN SUBSTANTIAL CONFORMANCE WITH w BLOCK 4 ° �: , S 1 1 51 44 W 35.69 , THE REFERENCES LISTED HEREON. ALL PROPERTY CORNERS WHERE MONUMENTS OF N89 21 12 W 600.00 # :, 270.00 I M ; POINT OF BEGINNING S00 34 29 W 103.84 ° ,, "� ! S00°34'29"W t 3 Sheet 2 SO0 34 29 W � Lot 18 Block 1 RECORD WERE NOT FOUND WERE SET/RESET AS SHOWN HEREON. L1 (TIE) Avo Sheet 2 ....�. �...._ 45.75 ( Sheet 3 c� 12 Sheet 3 S89'25'31"E 697.82' 51.50' �„ {ate 544'51'44"E Peregrine Heights 4 ! ! z m Subdivision o . f N01'00'3?"E Q 12 # 23.28 �� z , 400.00' Unplatted Q 1{} 11 13 1� 15 16 ! --- x S89'25 31 E a 4 ', 15 BLOCK 17 29 Q 0 �# # 53.42' POINT OF COMMENCEMENT � W. Ladle Rapids St. 1s 1 � ,���L LA�'p s W 1/4 SECTION 28 5 FOUND ALUMINUM CAP 6 1 oc I �,�� PER CP&F INST No. 2020--02078fl Q 0 B G G) 0 0 0 � ; 1 Q SOO-34'29"VY Developer L.`J J L:1 0 Q G) �.a z2 z2 a �.4 is 188.63' " N89`21'12"W 2p BL4cK 7 LBLOCK 8 BLOCK 9 f ° 12459 Prescott Ridge 29 28 fi25.flfl N89'21'12 '1N 686.03 ! � NOO`52'21„E N89°14'25"W 714.92' C 1/4 SECTION 281f ,� �� Q Properties,, �� E N G l H E E DISCOVE f N G , 4 p FOUND 5j8-INCH REBAR PER qq >� OF �' 5725BOISfET NORTH 3E 1BRY 1tVAY 4-1 16.96 i W 0) CP&F INST No. 2022--085773 �'D \,� Meridian Idaho Unplatted // ILL PHONE(208)639-6939 kmen Ilp.com z JOB NO. 21-099 SHEET 1 OF 7 Scale 1"=20',-- -� PLAT OF Book� ,Z._ Page 53, . 92 --,16» Prescott Ridge Subdivision No. s9} ODESOde 0 60 120 180 co �' 24.04'�44215' `�'*�� $)1. r2, Plan Scale: I =60' �►' ui - 33 6,, NorSE- DETAIL h 40�' �� ��Q&r9) . ..... ....._.. Scale 1."=30' a� � N1 , N -.„�1�y S7 Unplatted s a ,)£ tcf � o ` -�.�2g"�, 136.$ �` w `` .,�C��, Unplatted �1���,`6���� �69•7''�r) f 0) �W 4 ,54= 4' 0 4p a r9.9 = © ew. wit} ,,7 S L3 27, . . N14 ¢, . tco� 9 A 1- .,,,• , N46'56'01"W t . g 1(r �T . 23.50 �Q , , ,�At 0 co ,� M 11 " 14.43' `�-� 40.00, Unplatted @ 40. # 29 0) 00 ' N1 o LtJ (Di . ,... 4.43',2 s 40 , l�J �, .. " 4w --- 4p• i 78°0 , �) © ,- 16 w z 19 C2Q r,. 14 f,, w� "cJ R�`' 'n 20.OQ'..` `^-40.jlp= „�,589 77 4 tl p ,, �4 0.00" 20 4p , ", ~- ... 40.00, rz, S U sSs ? •2t3 l°'3 •„ .? �t,,r '�--. 40,00= /VOTE (Sec. � N13• �-� 4p,20, z w $ , o -- .,, �p 0©, 4 , 9 r g� Scale "`"'7",t-$4',31" c,'` '� s1.222' „ 0 4 20 u " o � �-- ..,. CJ•pp Z cm ft s t G� r 16 71 s �! �7 f f� , w. ram• L..L t. V O s` . .. 40,f}/1' 1 3f3 t 3, , 4,-. o oC BLOCK 1 �. ,~r �. �- .� �- 22 �n � V ..,. ' 8.€71 1 4o.00 .- - w o '�- 4p,00 CL 3 j (08�85, ♦ C8 4(?,Q(?' 20Q.a{1' t^» 24 tip Fitt Oil .. a. tf) r+ 25 ..� � itt ° I oN oo N86'2p'12"W "'� 49.02' '"� "> 40.00 j z „• ,�' 26 "� i :00F!j r z° ra 111.50$ �? ca♦ ¢ v o rn �� C42 �,. / 4p'00, 4 �-" U27 r. to o �S c� v cs, + C43 ``--°.-.,,. jo • ���ellt3e 0'00, '_ 28 ^, s ♦ ,.r 12.$8 44,70 40.00' S78.08, -.., ', 40.0CJ= *' 29 30 Unplatted 33 °° L49 `*✓ 20.76 23.5Q 23.50 L61 22 ;� °' � r6 E 388 40.00 � SppO= 20 �`-- 40.00, BLOCK 1 N88'59'23'V 146.97' _''' o '�' 40.00$ �`'� 40 p©= WAte SEE NOTE 16 N _ . "�` �� 5 (SEE � � 20 �� 4p•pp' ~' 40.0{T' - <,,� ♦s6'' 1 Q4.t73 L46 0 I NOTE 15 A •= V s0,pp' • 4p,pp' " ' 44, Qj,, o y �. .. , boy d, o `�0=00 '�...,. f 4a.Qp' K t-j �j` Cn .+. Tw. `.J w , ' U tliJ° Sturgi Peak St.q z ' �; �. r 19 ir°el� a I , ,. �•�-�.,,., N88`59'23"W " 18 •`� 17 w� wo 4$,48• - � Ct. G�2 4 � h� '�S> ,, ♦ , """ ♦ N 44.8{)' �, ,, ° ,, "� o 'd• ,° fit S7t p$' ,, .-„ n�. t (}T .11 167.00 °E h 5p, = 42.,3g= f� 1E 15 v jkbc3 = E 253.0Q' "� -» `ti ''� �' &� �S> 4-4 9 r 40. , LOCK 3 �.. °~ fi� 5.48 0 `S , cv .,1 m p{ r» >+ , .. Q)4 o ,� 40 , to ') 1 Q4,{73' "� a" © p•�r $7.4 5©,p0= - 13 u3 ; '2J'S0'23.50= 40•)0' N r� 0 C?p ,.» .., °ors �.: � c� 40.00* z fia 57.98, S78•p$,r6„ •' ,, 12 i 11 t 4p,00> ��sr= N75*51 '1 VE + N88°59'23"W 146.98' 5 , 4Q.00' rn 36.77' C25 .a ,� 48.41' tr �' Q 00 " �-�... 40. o er• t o C26 n is w G? 2 ¢ © iw 6Q,t?0' pp So. (0 © � 8 °`� ti 7 " fic 53' ,© G? W ttj Fri tC M o t� `�' r» Jr0, f 4p , M w• ,,, "" •} fr "� o rl. k1 7' 60' SEE � EYE (►� t/i Vol V- z o `' U ra © 0p pp cry ,,. TM cry ,�r Q N 4 r; 00 N88°59'23"W _ h N L:J e* 60,00, N �� rn V- �5 �, ;n �� 0 4, NOTE 15) o _ ✓ `� = C3 5' {SEE n 5 w� : 0p 44 C) ,4 9 +) o ,-� "' t, `.._/ (� !fj ,a• .,...,i 111.5Q � ° `� to w S0, = rn w •-- O 3... •- w ca �►' cp, QE'3 t.JNQTE 15) z z �` � / ` . o °•' 40.000 .� .� u� S89 0 cn t, coa o 23.5Q'23,5©' ;` 7 0 ~. „ cz ,�. *- 2 1 '1 '18" ? ' 3 " ,� u� ,.. 3p,00, BLOCK 2 45.56 • .c tY'3 0 © o irr 50. _ � :.. �- - ua N78.08,fi" 40.t}0' 40.000u SEE NOTE 19 �- . . C3� LID N88'59'23"W Asa 59.53 50.00' 50.00' 046 � ,�` .� � � � �it, � � W N78*0 , 40,0 � L S C45 6 ' to o N 111.50' C44 40,21, 5' (SEE IN 5 �, 40.00, a 0 33' o o ♦ ..,,. ,. S89°21'12"E _.... C9 60.00' © 4ES 9&r0 •s2 3g'82! 34.11' z 170.96' ,06 0 0 � 0 197.80' � -- 50 0p= � � © � 10 �' � 1�1$9'25'3 1"W ZQS.t?7' ♦ v N BLOCK 4 ♦ ACHR TEMPORARY ct ©z w N88°59'23"W '�© M �- W. Para 6Q•pp' � � � � EASEMENT PER F i 911.5Q' .� 45.52' Sfl.Q©' SQ.C}Q` C39 �,. Sr$°c?Ch �•. 45,48, �-,i' � � INSTRUMENT Unplatted " tf) C38 , 6„ Dr", 2 () 0 o , f N C37 5 29 , ,, C- w -"" 2# 22-07J"fl97 o•N- o © 23.5Q 23.50 0 r.75 3.17 c L51 emu` '• j t o z 6 5 � a - M 2.5g, �---" -- L4200L 48 • N88`59'23"W o 0 1 r i r r€ ,00 o - S0 9 ' `v --578°pg'�5„ f 4 : �} M h £ S7$ OS 1 E 83.50' r.. , r• , 111.50' a F`' ��, ! 2 a 3 0 4 a 5 0 � o � � �; "�• v, 6Q,44, !„ r, Q :- t.- �- �. 0 o o �:�' o �? cv M 151.501 �- 03 '� con {o con o $ ¢ �j� 45.483 `n�� j/ In �1 BLOCK 5 a N 1* 10 00jIn 00 L1` - ...._..._.. ..�,...,... 10.00 ,. _,_ .... ...w. ._.. _ .... ... ._ ..._..._ .._ cry 5' + c� 10 zv ♦ J (TIE)♦ 111.5t1 23.50♦ 3.5Q SQ,Qfl Sp,QQ 50.00 54.00 50,00 58,00 91,50 N S78'08'16"E ti2' {SEE NOTES 12' (SEE N89°21'12"W 6C}t3.4�' 10' (SEE NOTES 9&1t3) 2 50' v o h 55.48' 9, 10&19) NOTES 9&19) 1 50.20' 61.58' � � ' - 10'x57.50' ACHR EASEMENT 8 ' S'31"W 111.1 ' • ♦" ' 4"1+V F N 9 a 8 S1 1 51 4 (SEE NOTE 15) POINT OF BEGINNING 23.5Q � 35.69 , 3. m ! " cv 00 111.50' r N89'25'31"YV "oo ---.. Unplatted 112.12' CSC m 1Q�yp�. L�`SG r• ca`? ST M o o *4 0 12 © N89'25'31"W 41- o ts9 t; f O Z N89'25'31"W 111.50 18.50' � c. 12459 W 112.50' U G ) `p �, 9 ti� 4 E N ¢ �' BLOCK 6 �'"''` ....r.. ...... .�.. OI:' a o 13 0 N 1 ��- © o BLOCK 5 " 12. •I • Z 7-5 Ln N89°25'31"W 112.88' z Developer POINT OF COMMENCEMENT o `t Prescott RidLye 1N 1 4 SECTION 28 �' 23.5Q'23.50' FOUND ALUMINUM CAP , , E N G I N E E R I N G 29 N89 25 31 'W 1 fl8,74 PER CP&F INST No. 2020-020780 ,�. Properties, LLC. 5725 NORTH DISCOVERY WAY 10.00 15 BOISE,IDAHO 83713 T28 S89.25'31"E 98.82' �~ Meridian, Idaho PHONE(208)639-6939 kmengllp.com W. Ladle Rapids St, ..... .... .... .....► ..� ,�.... . ► ......a ..... ,..... See Sheet 3 JOB NO, 21-099 SHEET 2 OF 7 PLAT OF Book Page 0 o Prescott Ridge Subdivision No. 1 0 60: 120 180 o Plan Scale: 1" =60' See Sheet 4 See Sheet 2MAMM ACHD PERMANENT EASEMENT PER INSTRUMENT No � N 3 � 2022--073096 o � (� s ,� to ACHD TEMPORARY , unplatted Peregrine Heights s N81 25 31 W , I Subdivision S00°34'29"W EASEMENT M �� . Nore 17) 1 > , 111.50 18.50 > >t N89 25 31 'W m S89 25 3 E 697.82 , 1 , s 51.50' 2022-073097 ! 112.50 63.91 50.00 50.00 60.00 50.00 150.00 50.00 60.00 50.00 60.00 53.91 ..... -- - _....._ ._ ..... ._.._.. c' c► a N `£' BLACK fi ` 35' {SEE -�*- 7' (SEE 13 6 E M , NOTE 15) 7' {SEE NOTES 98c10) tv co N N89 25 31 W NOTES 9&1 fl) BLACK 5 ,�z 111.50' ;� N c°a © co'v 04 ca c c°'v 0 N o rn Q S89°25'31"E 270.0*3.50 ' ! 25.00!5.00' A N$9'25'31"1M 112.88' x '�' `t r= �' *- 10 'd° 11 'a' ti- �r `� , �: co o rn :`� ;'> �- t..:.j �. ;� ;� ;� .2 13 �,� 14 �, 15 ,' 1£ n ? r Jr- _..111.50...,.,.- ..... 23.5 -- --111.50 .W.. _. ._. �w � .. Gl ��', $ O N Q Q "- 4 c"" pG7 Q 4- t� �-- © .- © r- © �-- to ( GQ ,� co ui 6 , cn rn rn cn cn BLACK E can v�'i © Cv ¢ 2 0 t ca 14 , `'' zc , 19 !? to 23.50 23.50 b 5 ;f) 0 .1.Ul) as A It © ;� cv m P I o © , c, ,� .,..� ca BLOCK 10 o u� 0 N89'25'31"YV 108,74' N89"25'31"W 106.98' 3© u? z M sri . „ . „ , � S89 25 31 E 106.98 M M S89 25 31 E 1 fl6,98 � ' � 63.91' 50.00' 50.00' 60.00' Sfl.00' 15O.flfl' Sfl.00' 60.00, 50.00, 6fl.Ofl' 53.91'A AL AL Ebo 00 �� 10.00 15 10.00 1 flUj . a 0 6 ,00 1$ a 1 S89'25'31"E 98.82' 96.98' "� z 96.98, L36 7 92.03' .to M3 N89'25'31'V N89`25'31"W N89'25'31"W to z M N N89 25 31 W N � � 137,fl 1' � 213.24` r� ......r .�,.. ..... _.... .�... ._.,. S .�,.. ' W. Ladle Rapids 5t. M 754.58 � 111t. ladle Rapids St. 18fl.flflto N N L14 L17 12LN> N L18 67.58' 60.00' 60.00' 67.86' 56.98' � f 65.48' 70.00' 60.00' 70.00' 70.00' 66.08' 70.00' 70.00' 70.00' 60.00, 60.00' 60,00' 55.05' I 9 �. co 1 O' (SEE AD W,W 15 10. w £a woav` A. r.; NC1TE 19) t�l © /'j`� N c`� N N � o) tip to 4m 40 fa T� d` /'�� iV � � N � � c�i N c+l �� � x W fits! W W W N 0 Q �i �- { ) d' w- t 1 ;� �! � �1 t n 1 :�} f� c� 1tsl M C,t '�.. W ( 1 t 3 ) \.,.� d^ d, t3s i7� O3 Cfa tTi CD LTi t73 1- M t�..�..�f M �../ M ��.�,t ft M �.✓ t!3 i- At I" to �.r J M N �.�./ tr1 N t"3 N �..,! ` N 1 N +' N cD N Cis Cq `- N d` N M N M N 04 - e- r- . r-- r N �3 M N b = b �- �? �, 3 `$ 7 eh `� '� 'd d' Ul `d ~ rn N :�.a Z z �- BLOCK7z `� Ir6 bb z z z M � MC14 Mvi Mci 11 Me, 11 n0 12 ,n0 13 M0 14 9t rn � a BLOCK 8 z z -z z © o ci z , (SEE z z NOTE 7) , 68.42' 60.00' 60.00, 67.86' 60.00' 23,50' 3.50' 70.00 70.04 AL 60.00 70.00 31.25 t N89'21'12"W�585'03' _ _ , N1 N00°52 21 E 38.84 6fi.fl8 70.00 70.00 7fl.fl0' 6fl.fl0' 60.00' 60.Ofl' 60,flfl' 25.00� 5.00' 16.98' N89°14'25"W 714.92' Unplatted 20x10' ACHO EASEMENT (SEE NOTE 15) CURVE TABLE CURVE TABLE CURVE TABLE CURVE TABLE CURVE RADIUS LENGTH DELTA CHORD BRG CHORD CURVE RADIUS LENGTH DELTA CHORD BRG CHORD CURVE RADIUS LENGTH DELTA CHORD BRG CHORD CURVE RADIUS LENGTH DELTA CHORD BRG CHORD C1 470.00' 117.05' 14`16'10" S8'08'34"W 116.75' C15 331.50' 15.35' 2`39'11" S2'20'13"W 15.35' C29 475.00' 12.56' 1'30'54" N39'06'39"E 12.56' C43 323.50' 5.30' 0'56'20" S77'40'08"E 5.30' C2 295.00' 202.31' 39'17'37" N20'13'17"E 198.37 C16 98.50' 36.29' 21"06'29" S1413'03"W 36.08' C30 475.00' 212.30' 25'36'29" N 13'22'44"E 210.54' C44 523.50' 9.73' 1"03'55" N7640'13"W 9.73' C3 455.00' 221.74' 27'5522" N 14'32'10"E 219.55' C17 98.50' 39.91' 23'13'03" S36'22'48"W 39.64' C31 27.50' 22.85' 47'36'00" N63'4343"W 22.20' C45 523.50' 45.88' 5-01-18" N81'42'50"W 45.87' C4 545.00' 336.71' 35"23'54" S22'10'09"W 331..38' C18 98.50' 25.14' 14'37'21" S55'18'00" 25.07' C32 27.50' 23.04' 48'00'40" N63'56'03"E 22.38' C46 523.50' 46.86' 5'07'43" N86'47'21"W 46.84' C5 205.00' 140.59' 39`17'37" S20`13'17"W 137.85' C 19 98.50' 41.86' 24'20'48" S74"47'05'W 41.54' C33 525.00' 360.05' 39"17'37" N20'13'17"E 353.03' C47 443.00' 110.33' 14'16'10" S8*08'34 V 110.04' C6 308.00' 14,26' 2"39'1 1" S2`20'13"W 14.26' C20 98.50' 35.53' 20'40'04" N8204229"W 35.34' C34 225.00' 154.31' 39'17'37" N20'13'1?"E 151.30' C48 443.00' 20.34' 2'37'53" S2`19'25'W 20.34' C7 75.00' 136.09' 103'5745" S55"38'41"W 118.17' C21 276.50' 27.81' 5'45'49" N75'15'22"W 27.80' C35 223.50' 6.09' 1'33'37" S1*21'17"W 6.09' C49 443.00' 60.77' 7'51'37" S7'34'10"W 60.73' C8 300.00' 30.18' 5"4549" S75'1522"E 30.17' C22 15.00' 21.31' 81'2459" S61`09'14"W 19.57' C36 223.50' 37.94' 9'43'38" S6`59'55"W 37.90' C50 443.00' 29.21' 3'46'40" S13`23'19"W 29.20' C9 500.00' 97.87' 11`12'56" S83'44'44"E 97.72' C23 52.00' 77.83' 85'45'12" S63`19'21"W 70.76' C37 476.50' 7.30' 0'52'40" S78"3436"E 7.30' C51 51.50' 17.28' 19'13'11" S 13"1624"W 17.19' C10 200.00' 39.40' 11'17'15" N6"13'06"E 39.34' C24 52.00' 67.64' 74°31'28" N17*11'45"E 62.97' C38 476.50' 50.39' 6'0334" S82'O2'43"E 50.37' C52 475.00' 139.43' 16'49'05" N17'4626"E 138.93' C11 250.00' 171.45' 39'17'37" N29 13'17"E 168.11' C25 52.00' 39.79' 43'50'20" N76`22'39"E 38,82' C39 476.50' 35.58' 4'1642" S87'12'51"E 35.57' C53 475.00' 72.87' 647'24" N4'58'14"E 72.80' C 12 500.00' 67.12' 7'41'28" N36`01'22"E 67.07' C26 52.00' 3.24' 3'33'55" S79`55'14"E 3.24' C40 284.50' 13.17' 2`39'11" N2'20'1 YE 13.17' C13 500.00' 275.78' 31'36'09" N16`22'33"E 272.30' C27 176.50' 34.77' 11`17'15" N6'13'06"E 34.71' C41 51.50' 93.45' 103'57'45" N55"38'41"E 81.14' C14 467.00' 116.31' 14.16'10" S8'08'34"W 116.00' C28 275.00' 188.60' 39`17'37" N20'13'17"E 184.92' C42 323.50' 27.24' 4'49'31" S74"47'13"E 27.24' LINE TABLE LINE TABLE LINE TABLE LIME TABLE LINE TABLE LINE TABLE ����L LANpsG IN BEARING DISTANCE LINE BEARING DISTANCE LINE BEARING DISTANCE LINE BEARING DISTANCE LINE BEARING DISTANCE [iL �£BEARING DISTANCE LE 1 S89021'12"E 25.00' L13 S45'3429"W 14.14' L25 N46'00'42"E 27.96' L37 S45`34'29"W 14.14' L49 S1000'37"W 18.50' L61 S88'5923"E 33.65' o L2 S88`59'31"E 5.00' L14 S44'25'31"E 4.27' L26 N44`51'44"W 28.07' L38 N44`25'31"W 14.14' L50 N44`25'31"W 20.52' 0K „ 3 ,> � . r , L51 S565 1'44"W 6.39' � �9r� F SOP �0 L3 N0 34 29 E 12.08 L15 S44 25 31 E 16.26 L27 S89 25 35 E 20.00 L39 N44 25 31 W 6.39 L4 S943'55"W 50.00' L16 N45'34'29"E 14.14' L28 N89'25'35"W 20.00' L40 N56'51'44"E 6.39' L52 $56'51'44"W 14.14' L5 S89'2423"E 81.94' L17 N45*34'29"E 6.39' L29 N6`20'25"E 61.20' L41 N56'51'44"E 14.14' L53 S33`08'16"E 14.14' `� •'�"��" L6 N46'00'37"E 23.98' L18 S44"25'31"E 7.01' L30 N48'28'01"E 29.82' L42 N33"08'16"W 6.39' L54 S33`08'16"E 6.39' Developer L7 S43'5923"E 14.14' L19 S44'2531"E 28.28' L31 N74'07'45"E 27.44' L43 N33'08'16"W 14.14' L55 N38°59'25"W 25.12' Prescott Rid5v.; L8 S43`5923"E 6.39' L.20 N46'00'42"E 28.07' L32 N9'46'30"W 26.03' L44 N56'51'44"E 14.14' L56 N38'5925"W 14.18' ti�S j L E N C 1 N E E R I N G , Pro��r LC. 5725 NORTH DISCOVERY WAY L9 N45'4943"E 14.19' L21 N46'00'42"E 17.53' L33 N45'3429"E 35.29' L45 N56'51'44"E 6.39' L57 N16'20 40 „W 22.02 Meridian, Idah© I E,IDAHO 8371.3 PHONE(208)639-6939 L10 N45'49'43"E 6.36' L22 N44'51'44"W 45.60' L34 N44'25'31"W 14.14' L46 S46`00'37"W 6.39' L58 S1'00'37"W 25.44' kmengllp.com L11 S33'08'16"E 20.53' L.23 N85`18'1 WE 45,60' E35 N44'25'31"W 6.39' L47 S46'O0'37"W 14.14' L59 S88'5923"E 41.54' L12 S45'34'29"W 6.39' L24 N4`09'36"lAt 38.53' S45`34'29"W 6.39' LL48 N43"59'23"W 23.97' L60 S1'00'37"W 47.68' JOB NO. 21-099 SHEET 3 OF 7 See Right hook Page PLATAT OF ._... ....r. .,.... ..._. ...... ...... ....� � Prescott Ridge Subdivision No. 1 Peregrine Heights lop , Subdivision / 0 "L3 / Cj •62 0 60 120 180 / • �' SO4°09'3610E Plan Scale: 1" =601 22.81 s , o O f 9f / ?s • S39 14 42 W 67.00' L23 � /e LOCK 14 e` ` ACHD PERMANENT /r / ` X EASEMENT PER / / / « __ ` See Sheet 5 INSTRUMENT No. , / S$5 18 1$ W . 2422--fl73495 / / 23.2$' 4¢' ` OWN* .«..�.., . ....�.. �.... ...�. .�...► .....► .�.... ........ ..... .. . .... ,.... � Q4 S89°25'31"E SEE DETAIL Y 1 / ' �' ' 25.00'1 25.00' THIS SHEET 20.00 0 • BLOCK 13 / .��� HOC,► ©�����, � �" o b . S / a��rS ��1• , �° • ,c,`° , °�� / ��' Peregrine Heights ;� 1 � o , Peregrine Heights .� �� / J Subdivision 0 ©c a 8 (SEE Subdivision 4. / �/�� // � 3 � z 1 NOTE 17} ?�' S44°51'44"E • 17.53« f =: / e �` / •,C / h G� ,• S00 34 29 W DETAIL t 2Q' "n a O N89.25'31"W t`,t 47.00' ? Scale 1 c;J 2 • • / , 57.49 M W. Lost Rapids St. ACHD PERMANENT EASEMENT PER INSTRUMENT Na. / I`S-� / / �, SO4a09'36"E SEE NOTE 6 ' • S46'40'42'W 2022--073096 . '� �' 22.81' :4 ' �00 7.63' / • rn s '�r 1 P U0 8' (SEE • r. te> s7??s F `l` NOTE 17) •. 25.00' 25.00' M Unpl'atted / e o 00 / . �• / co �A / "" ` .16 Q f S85°18'18"W Ord 23.28' i pL LANO c. 17) Peregrine Heights �N74°07 45 E j c� � ���� BLOCK 11 Subdivision � . � 767' L.3 25.00'25.00' S00'34'29"W N34*00f 44ff E • _ 47.02 N r w o 49 ,�,�. BLOCK 14 o ¢ a S44°51'44' E N09°46'30"W # ?` 5�. ??' • ! ' a M cv 23.28 O = __ Developer BLOCK 10 � o t # S89 25 31 E 11.09 . , ,� M f Prescott Ridge s89 25 31 E 106.9$ z Q' S3.42 / 1;:] 1= w 10.00 ""�`'` V� �` " Properties, L LC. 92.03' . Ladle Rapids St. 57.51' 0 "C?� " / j N342fl'54 E ' ° to —[ 104.85 (TIE) Meridian, Idaho v N89 25 31 W N ` N$9 25 31"W -140 43 180.00' 115.00'. © , fo ¢ 13 {SEE g a a .p0, - ° o 1S �' C) NOTE 17) N 0�z // � " c� cv _ mot' w � Peregrine Heights :ry v"' � o ���`' �"► � �' Sgbdivisi©n Unplatted M ax r? cv BLOCK 9 T� �F` o 1 NW I ENGINEERING z M 5725 NORTH DISCOVERY WAY Q l o BOISE,IDAHO 83713 Z ._. .._ .... ._. _... _ ._. N89.21'12"W 596.31' _,. _. .._ �. _ ,.... PHONE(2f38)639-6939 Q O kmengllp.com A.25.00 i 5.00' 1 1 70.00' 18.31' N89°14125"W C 1/4 SECTION 28 FOUND 5/8-INCH REBAR PER JOB NO. 21-099 SHEET 4 OF 7 CP&F INST No. 2022-085773 20 21 W. Chinden Blvd. 21 PLAT OF Book Page M2— 29 2 FOUND ALUMINUM CAP 8 S89'27'17"E 2609.40' 2$ No. J.. FOUND ALUMINUM CAP Prescott Ridge Subdivision NW CORNER SECTION 28 N 1/4 SECTION 28 PER CP&F INST No. 2017--074125 PER CP&F INST No. 2018-046039 LO �- Ui CNI NOTES 1. THE BOTTOM OF STRUCTURAL FOOTINGS SHALL BE SET A MINIMUM OF 12--INCHES ABOVE THE HIGHEST 0 60 120 180 ESTABLISHED NORMAL GROUND WATER ELEVATION. S8'9027'17"E a' S89«25'28"E 2. ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS OF THE CITY 5.00' Q�C", 60.00, Plan Scale. 1" 60' OF MERIDIAN IN EFFECT AT THE TIME OF RESUBDIVISION. 25,00i 35.00' 3. IRRIGATION WATER HAS BEEN PROVIDED FROM SETTLERS IRRIGATION DISTRICT AND NAMPA MERIDIAN IRRIGATION �'`� �' �" -"`�"` " �" `- DISTRICT IN COMPLIANCE WITH IDAHO CODE SECTION 31--3805(1)(b). LOTS WITHIN THIS SUBDIVISION WILL BE r- 30,00' 35.00' ENTITLED TO IRRIGATION WATER RIGHTS AND WILL BE OBLIGATED FOR ASSESSMENTS FROM SETTLERS �..v�n, CITY OF MERIDIAN SEWER IRRIGATION DISTRICT AND NAMPA MERIDIAN IRRIGATION DISTRICT, a- a AND WATER EASEMENT 0 PER INSTRUMENT No. 4. THIS DEVELOPMENT RECOGNIZES SECTION 22--4503 OF THE IDAHO CODE, RIGHT TO FARM ACT, WHICH STATES; &U. 2022--082462 t--- "NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A w -- NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING c3 NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN 1N OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE C%' OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. Uj THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR 2 I NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF". 04 5. LOTS 1, 8, 19, AND 30, BLOCK 1, LOTS 1 AND 9, BLOCK 2, LOTS 1 AND 11, BLOCK 3, LOT 1, BLOCK 4, LOTS 1 AND 15, BLOCK 5, LOTS 1, 6, 12, AND 18, BLOCK 6, LOT 6, BLOCK 7, LOTS 1 AND 15, BLOCK 8, LOT 1, BLOCK 9, LOT 1 BLOCK 10, LOT 1, BLOCK 11, LOTS 1--3 BLOCK 12, LOTS 1--3, BLOCK 13 AND LOT 1, BLOCK 14 ARE COMMON LOTS AND SHALL BE OWNED AND MAINTAINED BY THE PRESCOTT RIDGE HOMEOWNERS ASSOCIATION, INC. THESE COMMON LOTS ARE SUBJECT TO BLANKET EASEMENTS FOR PUBLIC UTILITIES, STORM DRAINAGE, GRAVITY IRRIGATION AND HOMEOWNER'S ASSOCIATION PRESSURIZED IRRIGATION. Unplatted 6. LOT 2 BLOCK 12 AND LOT 2 BLOCK 13 COMMON LOTS ARE PRIVATE ROADS (FUTURE). MAINTENANCE FOR SAID LOTS IS AS PROVIDED IN THE COVENANTS, CONDITIONS AND RESTRICTIONS FOR THIS SUBDIVISION. THE ACHD PERMANENT EASEMENT RESTRICTIVE COVENANT FOR MAINTENANCE OF THE PRIVATE ROADS CANNOT BE MODIFIED AND THE PER INSTRUMENT No.- HOMEOWNER'S ASSOCIATION CANNOT BE DISSOLVED WITHOUT THE EXPRESS CONSENT OF THE CITY OF 2023-047984 MERIDIAN, I (COMMON LOT IS SUBJECT TO A BLANKET EASEMENT FOR A COMMON DRIVE TO PROVIDE I "' 7. LOT 8 BLOCK 1 COM 00 ° 00 ACCESS TO LOTS 5, S AND 7, BLOCK 1 ONLY. SAID COMMON LOT SHALL BE PAVED AND CAPABLE OF SUPPORTING EMERGENCY VEHICLES AND EQUIPMENT AS REQUIRED BY MERIDIAN CITY CODE. THE COMMON ��, m � DRIVES SHALL BE MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. w 0 U 8. UNLESS SHOWN OTHERWISE, ALL LOT LINES COMMON TO THE PUBLIC RIGHTS—OF—WAYNTAIN.A .00 `-4 '`� � FOOT WIDE EASEMENT FOR PUBLIC UTILITIES, CITY OF MERIDIAN STREET LIGHTS, HOMEOWNER'S ASSOCIATION A �r „ o PRESSURIZED IRRIGATION AND LOT DRAINAGE. � Z z �. 9. UNLESS SHOWN OTHERWISE, ALL LOT LINES COMMON TO THE SUBDIVISION BOUNDARY AND ALL REAR LOT 0 LINES CONTAIN A 10.00 FOOT WIDE EASEMENT FOR PUBLIC UTILITIES, HOMEOWNER'S ASSOCIATION z PRESSURIZED IRRIGATION AND LOT DRAINAGE. 10. UNLESS SHOWN OTHERWISE, ALL INTERIOR LOT LINES, EXCEPT FOR THOSE DESIGNATED AS ZERO LOT LINES 8' (SEE I AS SHOWN IN THE LEGEND, CONTAIN A 5.00 FOOT WIDE EASEMENT, EACH SIDE, FOR PUBLIC UTILITIES, HOMEOWNER'S ASSOCIATION PRESSURIZED IRRIGATION AND LOT DRAINAGE. NOTE 18) 11. LOTS SHALL NOT BE REDUCED IN SIZE WITHOUT PRIOR APPROVAL FROM THE HEALTH AUTHORITY AND THE CITY OF MERIDIAN, 12. NO ADDITIONAL DOMESTIC WATER SUPPLIES SHALL BE INSTALLED BEYOND THE WATER SYSTEM APPROVED IN THE SANITARY RESTRICTION RELEASE. CITY OF MERIDIAN SEWER � 13. THIS SUBDIVISION WILL BE SUBJECT TO THE COVENANTS, CONDITIONS AND RESTRICTIONS THAT ARE TO BE AND WATER EASEMENT FILED FOR RECORD AT THE ADA COUNTY RECORDERS OFFICE, AND MAY BE AMENDED FROM TIME TO TIME. PER INSTRUMENT No. 2022-082462 Unplatted 14. DIRECT LOT ACCESS FROM N. MCDERMOTT RD., N. RUSTIC OAK WAY AND W. CHINDEN BLVD. IS PROHIBITED, I UNLESS OTHERWISE APPROVED. Peregrine Heights 15. A PORTION OF LOTS 1 AND 2, BLOCK 2, LOTS 1, 2, AND 22, BLOCK 3, LOT 1, BLOCK 4, LOTS 12 AND 13, Subdivision BLOCK 6, LOT 15, BLOCK 8, LOT 1,. BLOCK 10, AND LOT 1, BLOCK 12 ARE SERVIENT TO AND CONTAIN THE ACHD STORM WATER DRAINAGE SYSTEM. THESE LOTS ARE ENCUMBERED BY THAT CERTAIN 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 ASN89°24'23"1N U THE "MASTER EASEMENT"'). THE MASTER EASEMENT AND THE STORM WATER / 30.flfl 35.00' IF SET FORTH IN FULL ( } 60.00 DRAINAGE SYSTEM ARE DEDICATED TO ACHD PURSUANT TO SECTION 40-2302, IDAHO CODE. THE MASTER EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM. 16. ACHD PERMANENT EASEMENT PER INSTRUMENT No. 2023--039853, RECORDS OF ADA COUNTY, IDAHO. I / ♦ ♦ 4� L � � OST 17. ACHD PERMANENT EASEMENT PER INSTRUMENT No. 2023--039386, RECORDS OF ADA COUNTY, IDAHO. 50' R--(O--W PER .c 18. ACHD PERMANENT EASEMENT PER INSTRUMENT No. 2fl23--047983, RECORDS OF ADA COUNTY, IDAHO. INST. No. 2022--027317, 12459 19. AS SHOWN HEREON LOTS 1 7 9--30 BLOCK 1 LOT 1 BLOCK 2 LOTS 1 AND 6 BLOCK 4 LOTS 1--8 L.. _.. _.. ♦ L.5 ♦ S89'2423"E 432.42' BLOCK 5, AND LOT 6, BLOCK 8 ARE SUBJECT TO AN EASEMENT FOR GRAVITY IRRIGATION t.N I�p►V00. OF AND 30.00' Sty© 35 29 � S0fl'36'19"W '�',yr rF OF MAINTAINED BY THE PRESCOTT RIDGE SUBDIVISION HOMEOWNERS ASSOCIATION. ROAD ACCESS EASEMENT ♦ ♦ ♦ 24.00 24.00 PER INSTRUMENT. No. VARIES ♦ N89'24'23"W 432.41' 20. THIS PLAT IS SUBJECT TO AN AND TEMPORARY LICENSE AGREEMENT PER INSTRUMENT No. 2fl23--058503, « " 2fl21—�s733s � 54$ 28 0 W �;�- !Z•!�#-'�p��l? OF ADA COUNTY RECORDS. N y,�p 14.+68' ��� 21. THIS PLAT IS SUBJECT TO A MCMULLEN LATERAL WATER USERS ASSOCIATION, ICD. LICENSE AGREEMENT PER N o I.L.LU n Developer INSTRUMENT No. 2022 0251' 2� OF ADA COUNTY RECORDS. ` 0- ACHD PERMANENT EASEMENT Prescott Ridge PER INSTRUMENT No. xw j =p N 2fl23--047984 «� , Sos°20'25"tN xUo Properties,, LLC, 3 82.31 Boa M N W z Meridian, Idaho z 8' (SEE GRAVITY IRRIGATION EASEMENT Z w NOTE 17) PER INSTRUMENT No. VARIES 0) , 2023--010860 I © z N �- I28 SEE NOTE 6 M� 0 Q I w LUM 2 �" 3t Unplatted Icnn 41 , E N G I 00 0 w CITY OF MERIDIAN SEWER 77-0) C1404 � 47 s725 NORTH DI ESCO E Y V R Y WAY G/ AND WATER EASEMENT BOISE,IDAHO 83713 PER INSTRUMENT No. M © PHONE(208)639-6939 2022-082462 /p z p ....� x >: 00 kmen811p.com See sheet� S89 25 31 E z 1 20.00' 25.00,125.00' BLOCK 13 4 ♦ JOB NO. 21-099 SHEET 5 OF 7 PLAT OF Book page Prescott Ridge Su No. 1 CERTIFICATE CAE OWNERS KNOW ALL MEN/WOMEN BY THESE PRESENTS: THAT THE UNDERSIGNED IS THE OWNER OF THE REAL PROPERTY HEREAFTER DESCRIBED. A PARCEL OF LAND SITUATED IN A PORTION OF LOTS 18 AND 19, BLOCK 1 OF PEREGRINE HEIGHTS SUBDIVISION (BOOK 68 OF PLATS, PAGES 7,026-7,027, RECORDS OF ADA COUNTY, IDAHO) AND PORTIONS OF THE NORTHWEST 1/4, THE NORTHEAST 1/4, AND THE SOUTHWEST 1/4 OF SECTION 28, TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT A FOUND ALUMINUM CAP MARKING THE WEST 1/4 CORNER OF SAID SECTION 28, WHICH BEARS S01-00-37-W A DISTANCE OF 2,630.72 FEET FROM A FOUND ALUMINUM CAP MARKING THE NORTHWEST CORNER OF SAID SECTION 28; THENCE FOLLOWING THE WESTERLY LINE OF SAID NORTH 1/2, N01'00'37"E A DISTANCE OF 400.00 FEET; THENCE LEAVING SAID WESTERLY LINE, S89021'12"E A DISTANCE OF 25.00 FEET TO A SET 5/8--INCH REBAR ON THE EASTERLY RIGHT-OF-WAY LINE OF N. MCDERMOTT RD. AND BEING THE POINT OF BEGINNING. THENCE FOLLOWING SAID EASTERLY RIGHT-OF-WAY LINE THE FOLLOWING FOUR (4) COURSES: 1. N01°fl0'37"E A DISTANCE OF 373.97 FEET TO A SET 5/8--INCH REBAR; 2. S88'59'31"E A DISTANCE OF 5.00 FEET TO A SET BRASS PLUG; 3. 117.05 FEET ALONG THE ARC OF A CIRCULAR CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 470.00 FEET, A DELTA ANGLE OF 14`16'10", A CHORD BEARING OF N08'08'34"E AND A CHORD DISTANCE OF 116.75 FEET TO A SET BRASS PLUG; 4. N 15'1639"E A DISTANCE OF 178.48 FEET TO A SET BRASS PLUG; THENCE LEAVING SAID EASTERLY RIGHT-OF-WAY LINE, S71°33'16"E A DISTANCE OF 390.75 FEET TO A FOUND 5/8-INCH REBAR; THENCE S78°08'16"E A DISTANCE OF 589.77 FEET TO A FOUND 5/8-INCH REBAR; THENCE S46°56'01"E A DISTANCE OF 299.29 FEET TO A FOUND 5/8-INCH REBAR; THENCE N75°31'12"E A DISTANCE OF 48.41 FEET TO A FOUND 5/8--INCH REBAR ON THE WESTERLY LINE OF LOT 18, BLOCK 1 OF PEREGRINE HEIGHTS SUBDIVISION; THENCE FOLLOWING SAID WESTERLY LOT LINE, S00°52'17"W A DISTANCE OF 97.82 FEET TO A SET 5/8-INCH REBAR; THENCE LEAVING: SAID WESTERLY LOT LINE, N89°25'31"W A DISTANCE OF 205.07 FEET TO A SET 5/8-INCH REBAR; THENCE N78°08'16"W A DISTANCE OF 225.62 FEET TO A SET 5/8-INCH REBAR; THENCE S11°51'44"W A DISTANCE OF 168.50 FEET TO A SET 5/8--INCH REBAR; THENCE S78°08'16"E A DISTANCE OF 51.50 FEET TO A SET 5/8-INCH REBAR; THENCE S11°51'44"W A DISTANCE OF 35.69 FEET TO A SET 5/8--INCH REBAR; THENCE S00°3429"W A DISTANCE OF 103.84 FEET TO A SET 5/8--INCH REBAR; THENCE S89°25'31"E A DISTANCE OF 697.82 FEET TO A SET 5/8-INCH REBAR; THENCE S00°34'29"W A DISTANCE OF 51.50 FEET TO A SET 5/8-INCH REBAR; THENCE S89°25'31"E A DISTANCE OF 270.00 FEET TO A SET 5/8-INCH REBAR; THENCE NOO°34'29"E A DISTANCE OF 12.08 FEET TO A SET 5/8-INCH REBAR; THENCE 202.31 FEET ALONG THE ARC OF A CIRCULAR CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 295.00 FEET, A DELTA ANGLE OF 39'17'37", A CHORD BEARING OF N20'13'17"E, AND A CHORD DISTANCE OF 198.37 FEET TO A SET 5/8-INCH REBAR; THENCE N39"52'06"E A DISTANCE OF 921.26 FEET TO A SET 5/8-INCH REBAR; THENCE N09°46'30"W A DISTANCE OF 11.09 FEET TO A SET 5/8--INCH REBAR; THENCE N34'00'44"E A DISTANCE OF 47.02 FEET TO A SET 5/8-INCH REBAR; THENCE N74°07'45"E A DISTANCE OF 7.67 FEET TO A SET 5/8-INCH REBAR; THENCE 221.74 FEET ALONG THE ARC OF A CIRCULAR CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 455.00 FEET, A DELTA ANGLE OF 27'5522", A CHORD BEARING OF N 14'32'10"E, AND A CHORD DISTANCE OF 219.55 FEET TO A SET 5/8--INCH REBAR; THENCE N00°34'29"E A DISTANCE OF 253.03 FEET TO A FOUND 5/8-INCH REBAR; THENCE S89°25'31"E A DISTANCE OF 20.00 FEET TO A SET 5/8-INCH REBAR; THENCE N00'34'29"E A DISTANCE OF 131.10 FEET TO A SET 5/8-INCH REBAR; THENCE N01'36'18"E A DISTANCE OF 120.10 FEET TO A SET 5/8--INCH REBAR; THENCE N00'4355"E A DISTANCE OF 607.80 FEET TO A SET 5/8-INCH REBAR ON THE SOUTHERLY RIGHT--OF-WAY LINE OF W. CHINDEN BLVD.; THENCE FOLLOWING SAID SOUTHERLY RIGHT-OF--WAY LINE THE FOLLOWING TWO (2) COURSES: 1. S89`27'17"E A DISTANCE OF 5.00 FEET TO A FOUND ALUMINUM CAP; 2. S89`2526"E A DISTANCE OF 60.00 FEET TO A SET 5/8--INCH REBAR; THENCE LEAVING SAID SOUTHERLY RIGHT--OF--WAY LINE, S00'43'55"W A DISTANCE OF 533.89 FEET TO A SET 5/8-INCH REBAR; THENCE N89'2423"W A DISTANCE OF 60.00 FEET TO A SET 5/8-INCH REBAR; THENCE SOfl'43'55"W A DISTANCE OF 50.00 FEET TO A SET 5/8--INCH REBAR; THENCE S89'2423"E A DISTANCE OF 81.94 FEET TO A SET 5/8-INCH REBAR; THENCE S0935'29"W A DISTANCE OF 24.00 FEET TO A SET 5/8--INCH REBAR; THENCE S48`28'01"W A DISTANCE OF 14.68 FEET TO A SET 5/8-INCH REBAR; THENCE S06°20'25"W A DISTANCE OF 82.31 FEET TO A SET 5/8-INCH REBAR; THENCE S00°34'29"W A DISTANCE OF 284.46 FEET TO A SET 5/8-INCH REBAR; THENCE S44'51'44"E A DISTANCE OF 17.53 FEET TO A SET 5/8-INCH REBAR; THENCE S4043429"W A DISTANCE OF 47.00 FEET TO A SET 5/8--INCH REBAR; THENCE S46°00'42"W A DISTANCE OF 17.63 FEET TO A SET 5/8-INCH REBAR; THENCE SO1'18'03"W A DISTANCE OF 93.28 FEET TO A SET 5/8-INCH REBAR; ACKNOWLEDGMENT THENCE 336.71 FEET ALONG THE ARC OF A CIRCULAR CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 545.00 FEET, A DELTA ANGLE OF STATE OF IDAHO 35'23'54", A CHORD BEARING OF S22'10'O9"W, AND A CHORD DISTANCE OF 331.38 FEET TO A SET 5/8--INCH REBAR; SS THENCE S39'52'06"W A DISTANCE OF 244.48 FEET TO A SET 5/8-INCH REBAR; ADA COUNTY THENCE SO4°09'36"E A DISTANCE OF 22.81 FEET TO A SET 5/8-INCH REBAR; ° A DISTANCE OF 67.fl0 FEET TO A SET 5/8-INCH REBAR; THIS RECORD WAS ACKNOWLEDGED BEFORE ME ON +�"° 20�, BY MITCHELL S. ARMUTH, THENCE S39 14 42 W D / THENCE S85°18'18"W A DISTANCE OF 23.2$ FEET. TO A SET 5/8-INCH REBAR; AUTHORIZED AGENT, PRESCOTT RIDGE PROPERTIES, .LLC. (BY ITS SUCCESSOR BY MERGER, RUBBLE HOMES, LLC, AN IDAHO THENCE S39°52'06"W A DISTANCE OF 547.64 FEET TO A SET 5/8-INCH REBAR; LIMITED LIABILITY COMPANY) THENCE 140.59 FEET ALONG THE ARC OF A CIRCULAR CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 205.00 FEET, A DELTA ANGLE OF 39'17'37", A CHORD BEARING OF S20'13'17"W, AND A CHORD DISTANCE OF 137.85 FEET TO A SET 5/8-INCH REBAR; THENCE S00°3429"W A DISTANCE OF 45.75 FEET TO A SET 5/8-INCH REBAR; THENCE S44051'44"E A DISTANCE OF 23.28 FEET TO A SET 5/8--INCH REBAR; SIGNATUR OF NOTARY PUBLIC THENCE S89025'31"E A DISTANCE OF 53.42 FEET TO A SET 5/8--INCH REBAR; THENCE S0003429"W A DISTANCE OF 188.63 FEET TO A SET 5/8-INCH REBAR; THENCE N89°14'25"W A DISTANCE OF 714.92 FEET TO A FOUND 5/8--INCH REBAR; MY COMMISSION EXPIRES ' ' THENCE N00°52'21"E A DISTANCE OF 16.96 FEET TO A FOUND 5/8-INCH REBAR ON THE SOUTHERLY LINE OF SAID NORTHW.Efl- ALYSSADICKINVW THENCE FOLLOWING SAID SOUTHERLY LINE, N89°21'12"W A DISTANCE OF 686.03 FEET TO A FOUND 5/8-INCH REBAR; ' NOTARY ICU&IC-STATE OFIDAHO 16 THENCE LEAVING SAID SOUTHERLY LINE, NO 1°00'37"E A DISTANCE OF 400.00 FEET TO A FOUND 5/8-INCH REBAR; COMMISSION NUMBER 2 329230 THENCE N89°21'12"W A DISTANCE OF 600.00 FEET TO THE POINT OF BEGINNING, MY COMMISSION EXPIRES 6 `21127 SAID PARC.ELOQNTAINS 26.749 ACRES, MORE OR LESS, IT IS THE INTENTION OF THE UNDERSIGNED TO HEREBY INCLUDE SAID LAND IN THIS PLAT. THE EASEMENTS SHOWN ON THIS PLAT ARE NOT CERTIFICATE OF SURVEYOR DEDICATE( TO THE PUBLIC, BUT THE RIGHTS TO USE SAID EASEMENTS ARE HEREBY PERPETUALLY RESERVED FOR PUBLIC UTILITIES AND SUCH I, AARON L. BALLARD, DO HEREBY CERTIFY THAT I AM A REGISTERED PROFESSIONAL LAND SURVEYOR LICENSED BY THE STATE OF OTHER USES AS SHOWN. ON THIS PLAT. NO STRUCTURES OTHER THAN FOR SUCH UTILITY AND OTHER DESIGNATED PUBLIC USES ARE TO BE IDAHO, AND THAT THIS PLAT OF PRESCOTT RIDGE SUBDIVISION No. 1 AS DESCRIBED IN THE "CERTIFICATE OF OWNERS" AND AS ERECTED WITHIN THE LIMITS OF SAID EASEMENTS UNLESS NOTED OTHERWISE ON THIS PLAT. THE UNDERSIGNED, BY THESE PRESENTS, DEDICATES TO SHOWN ON THE ATTACHED PLAT, WAS DRAWN FROM AN ACTUAL SURVEY MADE ON THE GROUND UNDER MY DIRECT SUPERVISION THE PUBLIC ALL PUBLIC STREETS AS SHOWN ON THIS PLAT. ALL LOTS WITHIN THIS PLAT WILL RECEIVE WATER SERVICE FROM THE CITY OF MERIDIAN AND ACCURATELY REPRESENTS THE POINTS PLATTED THEREON, AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODE RELATING AND SAID CITY HAS AGREED IN WRITING TO SERVE ALL OF THESE LOTS. TO PLATS AND SURVEYS. AARON L. BALLARD, P.L.S. 12459 Nq*p,L LAIQ� MITCHELL S. ARMUTH, AUTHORIZED AGENT � ��,tST Developer PRESCOTT RIDGE PROPERTIES, LLC. (BY ITS SUCCESSOR Prescott Ridge BY MERGER, NUBBLE HOMES, LLC, AN IDAHO LIMITED LIABILITY COMPANY) °- 12459 P E N G I N E E R I � C ro p e rt i�s, ,. ,,,,C . 5725 NORTH DISCOVERY WAY BOISE,IDAHO 83713 OF �p� �Q Meridian, Idaho PHONE(208)639-6939 kmengllp.com JOB NO. 21-099 SHEET 6 OF 7 PLAT T OF Book Page Prescott Ridge Subdivision APPROVAL OF ADA'COUNTY HIGHWAY DISTRICT HEALTH CERTIFICATE THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE BOARD OF ADA COUNTY HIGHWAY 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 DISTRICT COMMISSIONERS ON THE DAY OF 4' 20. ..: HIS AGENT LISTING THE CONDITIONS OF APPROVAL. SANITARY RESTRICTIONS MAY BE REIMPOSED, / INDISAPPROVAL.CC ORDNCE WITH SECTION 50-�1328, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF s� Owl- 10 CS A C 4 � % �e 44 +� PRESIDE ' ► ADA C�IJNTY HIGHWAY DISTRICT Y���" � HEALTH OFFICER � DATE APPROVAL OF MERIDIAN CITY ENGINEER THE PLAT IS ACCEPTED AND APPROVED THIS L DAY OF � � A.D. 20,,.&3 BY THE CITY ENGINEER OF THE CITY OF MERIDIAN, ADA COUNTY, IDAHO. CERTIFICATE OF ADA 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. CITY ENGINEER L,..tJ. R143 + Aim •, � ZOO'ZZ ' COUNTY TREASURER ' DATE �fi/ APPROVAL OF MERIDIAN CITY7 d I, CITY CLERK IN AND _FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, DO HEREBY CERTIFY THAT IN A REGULAR MEETING OF THE CITY COUNCIL HELD ON TH . ��' CERTIFICATE OF COUNTY RECORDER DAY OF A.D. 201-THIS PLAT WAS DULY ACCEPTED AND APPROVED. STATE OF IDAHO SS ADA COUNTY 8 I HEREBY CERTIFY THAT THIS PLAT OF PRESCOTT RID�UBDIVISION No. 1 WAS FILED AT s THE REQUEST OF it. Pff& AT , '�I MINUTES PAST � O'CLOCK4 M., MERtbWCITY C E THIS OAY OF A.D., IN MY OFFICE AND WAS DULY RECORDED AS BOOK OF PLATS AT PAGES THRU CERTIFICATE OF COUNTY SURVEYOR I, THE UNDERSIGNED, PROFESSIONAL LAND SURVEYOR FOR ADA COUNTY, IDAHO, HEREBY CERTIFY THAT I HAVE CHECKED THIS PLAT AND FIND THAT IT COMPLIES WITH THE STATE OF IDAHO CODE INSTRUMENT NUMBER RELATING TO PLATS AND SURVEYS. '�. DE T E --OFFICIO R CORD R G��',,� t �� �e►c,�.,��rr ZaZ3 � f FEE-4 ••o ADA COUNTY SUR OR DATE T..S 13 355.3 , PL LANpS 5 SOW G� 12459 OF Developer Prescott Ridge E N G I N E E R I N G Properties, LLC. 5725 NORTH DISCOVERY WAY Meridian, Idaho BOISE,IDAHO$3713 PHONE(208)639-6939 kmengllp.com JOB NO. 21-099 SHEET 7 OF 7