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HomeMy WebLinkAboutCC - Final Plat and Checklist WIDIAN Planning Division A H O FINAL PLAT Checklist Submittal Standards ♦ All Applications must be submitted electronically through CITIZEN ACCESS PORTAL ♦ All Drawings/Documents will be submitted electronically through PROJECT DOX ♦ Upload all documents and drawings in the appropriate folders ♦ Upload all documents and drawings per required checklist,as Individual PDF's. ♦ Each checklist item MUST be named according to the naming convention listed below. ♦ All plans must have a space reserved in the upper left corner for City Approval stamps. ♦ Resubmittals must use the EXACT same file name as the original to allow versioning. Description Document Naming Convention Narrative fully describing the project: Narrative Include the following additional information in the project narrative: ➢ A statement of conformance with the approved preliminary plat and meeting all requirements or conditions thereof. If not in conformance, describe the proposed changes and why they are needed* ➢ A statement of conformance with all requirements and provisions of the UDC ➢ A statement of conformance with acceptable engineering, architectural and surveying practices and local standards ➢ Note the approved annexation/rezone ordinance number and development agreement recorded instrument number(if applicable) Recorded warranty deed for the subject property Warranty Deed Affidavit of Legal Interest signed and notarized by the property owner(If owner is a *Affidavit of Legal Interest corporation,submit a copy of the Articles of Incorporation.If you are not the owner listed on the Recorded Warranty Deed,Affidavit of Legal Interest is required. Scaled vicinity map showing the location of the subject property(If this is a phased Vicinity Map development,show this phase in relation to previously approvedphases) Additional Requirements for Final Plat Applications: Description Copy of the approved preliminary plat(8 ''/z"x 11") Pre-plat Copy of the"final"Ada County Street Name Review Street Name Approval Submit a common drive exhibit that depicts setbacks,fencing,building envelope,and *Common Drive Exhibit orientation of the lots and structures. Submit an emergency access exhibit if the final plat exceeds 30 lots.NOTE: If the *Emergency Access Exhibit emergency/secondary access is outside of public right-of-way and the plat boundary, a separate easement application is required to be submitted concurrently with the final plat application. Detail of any proposed amenities(tot lot play equipment,etc.)Not required for *Amenity Detail(s) Commercial/Industrial projects. Storm drainage calculations must be submitted for private drives and parking areas within *Storm Drainage Calcs subdivisions. Applicant's engineer is required to submit a signed, stamped statement certifying that all Engineer Statement street finish centerline elevations are set a minimum of three feet above the highest established normal groundwater elevation. Community Development■Planning Division■33 E.Broadway Avenue,Ste. 102 Meridian,Idaho 83642 Phone:208-884-5533 www.meridiancity.org/planning (Rev:0411812022) Submit cross section (civil plan drawing) of rip vate street to the Planning Division (if *Private Street Cross Section n/a applicable). Final Plat-The following items must be included on the finalplat: Final Plat • Approved plat name • Year of platting • Section location and coup (situate statement) • North arrow • Scale of plat(not smaller than V=100') • Streets and alleys with widths and bearmi s • Street names • Consecutive numbering of all lots in each block,and each block numbered • Each and all lengths of the boundaries of each lot including curve and/or line table • Exterior boundaries shown by distance and bearing (heavier lines than streets and lots) including curve and/or line table • Description of survey monuments • Initial point and tie to at least two public land survey corners or, in lieu thereof, to two monuments recognized by the City Engineer or County Engineer or surveyor • Common area lots and/or landscape easements • Existing and proposed easements(show graphically on the plat) • Pertinent notes for easements,restrictions,dedications,etc. • Basis of bearings • Land Surveyor signed seal • Land Surveyor business name and address • Legend of symbols • Adjacent platted subdivision names Signature sheets of the final plat Signature Sheet(s) Landscape Plan-The Mowing items must be included on the landscapeplan: Landscape Plan • Date,scale,north arrow,and project name • Names,addresses,and telephone numbers of the developer and the person and/or firm preparing the plan • Stamp/signature of a landscape architect,landscape designer,or qualified nurseryman preparing the plan • Existing natural features such as canals,creeks,drains,ponds,wetlands, flood lain,high groundwater areas,and rock outcroppings • Location,size,and species of all existing trees on site with trunks 4 inches or greater in diameter,measured 6 inches above the ground. Indicate whether the tree will be retained or removed • A statement of how existing healthy trees proposed to be retained will be protected from damage during construction • Existing buildings,structures,planting areas,light poles,power poles,walls, fences,berms,parking and loading areas,vehicular drives,trash areas, sidewalks, pathways,stormwater detention areas,signs,street furniture,and other man- made elements • Existing and proposed contours for all areas steeper than 20%slope. Berms shall be shown with one-foot contours • Site Triangles as defined in 11-3A-3 of this ordinance • Location and labels for all proposed plants,including trees,shrubs,and groundcovers. Scale shown for plant materials shall reflect approximate mature size • A plant list that shows the plant symbol,quantity,botanical name,common Community Development■Planning Division■33 E.Broadway Avenue,Ste. 102 Meridian,Idaho 83642 Phone:208-884-5533 www.meridianciiy.org/plannin (Rev:0411812022) name,minimum planting size and container,tree class(I,II,or III). • Planting and installation details as necessary to ensure conformance with all required standards • Location and drawing/detail of all proposed fencing • Calculations of project components to demonstrate compliance with the requirements of this ordinance,including: ➢ Width of street buffers,lineal feet of street frontage,and number of street trees ➢ Width of parkways,lineal feet and number of street trees ➢ Acreage dedicated for qualified open space(include detail of calculations) ➢ Number of trees provided on common lot(s) ➢ Mitigation for removal of existing trees For new public utility construction(water,sewer,reclaimed water)applicants are re uired to submit: Submit an electronic version of the construction drawings in PDF format Construction Drawings Submit an AutoCAD file in compliance with the Specifications for Project Drawings Autocad file located here,of final engineering construction drawings for streets,water,sewer, sidewalks,irrigation and other public improvements with copies of the final plat attached. These drawings must be stamped and signed by a registered engineer/surveyor in the State of Idaho. *Any highlighted checklist item above is required unless pre-authorized by a planner.If it is determined that a checklist item is not required,list the missing item(s)and planner's name in the project description field in Accela. Community Development■Planning Division■33 E.Broadway Avenue,Ste. 102 Meridian,Idaho 83642 Phone:208-884-5533 www.meridianciiy.org/planning (Rev:0411812022) PLAT OF Prescott Ridge Subdivision No. 2 A PARCEL OF LAND BEING A PORTION LOT 18,BLOCK 1 OF PEREGRINE HEIGHTS SUBDIVISION, 0 100 200 300 AND UNPLATTED LAND SITUATED IN THE SOUTHEAST 1/4 OF THE NORTHWEST 1/4 AND THE N Plan Scale:1"=100' SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 28,TOWNSHIP 4 NORTH,RANGE 1 WEST,BOISE MERIDIAN,CITY OF MERIDIAN,ADA COUNTY,IDAHO. 2022 NW CORNER SECTION 28 FOUND ALUMINUM CAP PER CP&F INST No. 2017-074125 SHEET INDEX SHEET 1 - OVERALL SUBDIVISION MAP AND LEGEND 20 21 _ - - - W.Chinden Blvd. _ _ _ _ 21 _ SHEET 2 - DETAIL PLAT MAP 29 28 S89'27'17"E 2609.40' N 1/4 SECTION 28 SHEET 3 - DETAIL PLAT MAP, LINE AND CURVE TABLES FOUND ALUMINUM CAP 28 PER CP&F INST No. 2018-046039 - SHEET 4 - CERTIFICATE OF OWNERS, NOTES l SHEET 5 - CERTIFICATES AND APPROVALS REFERENCES R1. PLAT OF PEREGRINE HEIGHTS SUBDIVISION, BOOK 68 OF PLATS AT PAGES 7026 AND 7027, RECORDS OF ADA COUNTY, IDAHO. I 1 R2. RECORD OF SURVEY No. 13153, RECORDS OF ADA COUNT(, IDAHO. I • Unplatted R3. PLAT OF PRESCOTT RIDGE SUBDIVISION No. 1, BOOK --- OF PLATS AT PAGES �O I S50"07'54"E ------_---, RECORDS OF ADA COUNT(, IDAHO. ��y O 158.50' R4. PLAT OF THE OAKS NORTH SUBDIVISION No. 6, BOOK 120 OF PLATS AT PAGES 7 18759-18762, RECORDS OF ADA COUNT(, IDAHO. BLOCK 14 L1 8 R5. RECORD OF SURVEY No. 770, RECORDS OF ADA COUNTY, IDAHO. 6 �� S77"58'17"E S89"25'31"E R6. RECORD OF SURVEY No. 1767, RECORDS OF ADA COUNTY, IDAHO. 420 110.00' 111.68' R7. RECORD OF SURVEY No. 9358, RECORDS OF ADA COUNT(, IDAHO. S89'25'31"E rLjj L17 O O O L21 • O1$8.$0' R8. RECORD OF SURVEY No. 10034, RECORDS OF ADA COUNTY, IDAHO. OBLOCK 13L15 �� 23 OvLEGEND ® ALUMINUM CAP AS NOTED J I C41%' O ��- ® FOUND IRON PIPE AS NOTED Lot 18,Block 1 16 sd�2 O ? 35 Peregrine Heights FOUND 5/8-INCH REBAR WITH PLASTIC CAP I Subdivision aJ 22 24 I W.Araiia pr z 34 M MARKED ALB 12459" UNLESS NOTED OTHERWISE jq 3 FOUND 1/2-INCH REBAR WITH PLASTIC CAP MARKED 25 "11118" 1 Oa O 27 28 29 O SET 5/8-INCH REBAR WITH PLASTIC CAP MARKED M "ALB 12459" 20 O 30 NSET 1/2-INCH REBAR WITH PLASTIC CAP MARKED "ALB 12459" ra P �- 11 O N77.58, W BLOCK 12 CALCULATED POINT, NOTHING FOUND OR SET Y !�- c �^ BLOCK 10 O 19 The Oaks North 1 j 5 p N �o •moo h 8 27,69, 16 LOT NUMBER E ���.��' 10 aJ Subdivision No.9 aJ Q J�a �� Q, 12 13 SUBDIVISION BOUNDARY LINE cuK LOT LINE O O SECTION LINE 10 17 i0 12 3 ADJACENT LOT LINE O N 11 u --------- EASEMENT LINE O 11 = LO N a W Green Oak Dr. co ACHD EASEMENT (SEE NOTE 14) o O 12 O 16 Lo m 2 CLo 3 7 BLOCK 12 o i� u'N 10 U O 13 U b a I � BLOCK 11 Z 15 N SURVEY NARRATIVE > LINE TABLE LINE TABLE ro O LINE BEARING DISTANCE LINE BEARING DISTANCE THE PURPOSE OF THIS SURVEY IS TO SUBDIVIDE THE LAND SHOWN HEREON. THE SURVEY IS BASED UPON THE RETRACEMENT OF PLATS, SURVEYS AND DEEDS LISTED IN 'aL1 S00'43'51"W 24.35 L12 N89'25'31"W 53.42 THE REFERENCES HEREON AND A FIELD SURVEY OF EXISTING MONUMENTATION. _ O O O O4 SO O 14 rp MONUMENTATION RECOVERED WAS FOUND TO BE IN SUBSTANTIAL CONFORMANCE WITH O 12 S53'05'53"W 16.53 L13 N44'51'44"W 23.28 THE REFERENCES LISTED HEREON. ALL PROPERTY CORNERS WHERE MONUMENTS OF O ` RECORD WERE NOT FOUND WERE SET/RESET AS SHOWN HEREON. O O 2 13 N78'07'38"W 19.68 L14 N00'34'29"E 45.75 I L13 io 13 to L4 S89'18'46"W 45.49 L15 N85'18'18"E 23.28 L12 � W.Ladle Rapids St. Z ?� 1-5 S86'14'49"E 63.62 L16 N39'14'42"E 67.00 P ND Y 10 gad L L A S 1-6 N88'50'04"W 85.57 L17 N04'09'36"W 22.81 cS F61 6 0 w 12 (�7 POINT OF BEGINNING Q v rn C 1/4 SECTION 28 17 N80'59'54"W 36.69 L18 S39'52'06"W 2.89 15 1 Q M O O O O O ® FOUND IRON PIPE PER 12459CP&F A O FOUND INST No. 2015-014105 18 N70'27'41"W 25.64 L19 S49'32'43"E 60.00 O BLOCK 12 1-9 S89'15'00"W 20.04 L20 S61'22'39"E 48.25 .99T9pf. OF 29 -ZO O O- - O O - - - - 11 O6 L10 S64'04'03"W 27.64 L21 N00'34'29"E 21.40 'Po HL. BP��P S89'21'12"E 2622.17' L11 1 0 o O OOP 1-11 N89'14'25"W 74.60 L22 S00'34'29"W 8.50 N86"53'39"W L7 L6 L5 o L4 L2 W 1/4 SECTION 28 189.53' DEVELOPER E N G I N E E R I N G The Oaks North 5725 NORTH DISCOVERY WAY FOUND ALUMINUM CAP CURVE TABLE PROVIDENCE PHONE(208)639-6939 PER CP&F INST No. 2020-020780 Subdivision N0.6 BOISE,IDAHO 83713 O O O O3 CURVE RADIUS LENGTH DELTA CHORD BRG CHORD PROPERTIES LLC kmengllp.com C1 205.00' 140.59' 39-17'37" N20'13'17"E 137.85' MERIDIAN,IDAHO JOB NO. 21-221 SHEET 1 Or 5 PLAT OF Prescott Ridge Subdivision No. 2 0 50 100 150 N Plan Scale:1"=50' O • 1 O° D° s SQ. 8 7 S �o 0, BSo, ry� o0 0' 0 2S �SO O O o So•• a SRk L18 y�°o° tig © a o° ^�� o� 110 9 Unplatted BLOCK 14 �/ ` o° SO, a hti ^�° 1 Lot 18,Block 1 a° tiso• O �0 2S �"'� 10.00' •3 �? Peregrine Heights O>, Ogg 0 Subdivision 6° '!S sy 2 hti a° O41 S7 S89'25'31"E 158.50' L22 o ti' O ° o / 3So• ��� o� 2 0� 2o.0p�*5g'17"E 1 1 L21 • 111.50' 23.77TL S89'25'31"E n �Soa> 4 ao w h^�° 17.67' 40.00, 0p' o 1 1 1.68' • �, s, o.00' • � o o Prescott Ridge 5.00' !SO u� • 3O oo BLOCK 13 18.60' 0 37 0 Subdivision No.1 DSO, O o 3 ^� h O S h 1 W N89'25'31"W r� j v � ° 2 O SR, 3 a° ?J3, / , Ae 0 .� v w i� 1 1 1.50' N N89'25'31"W • `L !y O• >S, O i7 ^ o o c 111.66' h° 8�0>, BS a0 p ?9 RF' RB O voi O O o 41 J o 0L150 �� (Z\p0>, ry 2�6 N © w N89'25'31"W a a 0p0 C/7 gR' L32 L31 k. XO \B 2 cO1.i 1 11.50' 'Mo N N89'25'31"W 6p \ 6 O 00• C� o g dj O/ o, h s ,� z Z 11 1.64' �aJ h�. °°>S 16 �Sd� �8>e ht 0y� Off' s • 0 48.82• 00 o v+ �f` \ O 40.0p• z L6 a <6 35 !y 1 \\J < 00, \C4 n O7 o 9 S� 00 O �' �= 72.5 23.50' 23.50' C9 a O u 0 �ry 23 °ro • 9' • N89'25'31'VJ �SOO> Rp, \ 27 ?�O hry °j� pl '� S7 81 3 111.68' >> S ° aG MO °� O 8.18' C7 co 758- 2.7T 6 G1� / 34 0 orn 150,s h 0 ? 24 24 0 0 0 O a� ' 4 W.0 40.Op• a Or. grali 5 110 12.28' N89'25'31'W 125.60' rn Oro �0 22 �' ?� '.° 40.00, 1 h° g0'0 , dry/ '�° ,O�o• 25 40.00' L38 , i\ > 00' G 10.00' JO ���o _w 50. 1 co ° 0� 0 2 06 00 try 26 h M SO.Op' r7 13 �S°, ht 21 F o m 27 " h Ct2 O o� �SOO / N ?�O y� s BLOCK 12 Z o N o 28 ' h v a w 10.39' a N 60 29 r 4+ A h ao O1 'Sp, 71' p • N �� •: O o 0 30 v o W O tig cn 20 2 � ry 0 O ;, v� M 12 h° ^ 00>, FS • 70,96' 33 5 , 'S Sao\S46- ae 6.01' R 40.00, Z N o 32 N °o �/ � . a yo a 40.00' z N >> >S 40.00 �So•R� 600° hryo 20.53' �d` c'> �g2 o n z 50.00, o 0, N77T5g, 50.00• N 17"W g v \ / °� 19 The Oaks North 27 6g' °y 91 37 a0 / Subdivision No.9 G� • O • o in 99.95' G� 23.50' 23.50' :n 12 \ in N89'25'31"W 23.5p, n 112.94' • 1 91 DO n O • >, \ S°SRZG 0 18 0o N 13 �m 1 0 Z FOUND 1/2" REBAR 14 \ I N89'25'31"W MARKED "11 118" 3� 112.78' 15 U 12 m See Sheet 3 z \�NpL LAND 12459 94T9Tf OF SON L. 8 P��P 8.l•Z�2 DEVELOPER ENGINEERING 5725 NORTH DISCOVERY WAY 83713 PROVIDENCE HOISE,208)6 IDAHO 9-693 PHONE(208)639-6939 PROPERTIES, LLC kmengllp.com MERIDIAN,IDAHO JOB NO. 21-221 SHEET 2 OF 5 PLAT OF Prescott Ridge Subdivision No. 2 0 50 100 150 N Plan Scale:1"=100' o o ti yo $p Off' 11 00 � Off• / \ BLOCK 10 �!$pSRk o o° ^�Ro 10 y yb h9 ti$po / oo y$p ` See Sheet 2 CURVE TABLE LINE TABLE .•� >>> '$4 �00 �� pis ` - - - - CURVE RADIUS LENGTH DELTA CHORD BRG CHORD LINE BEARING DISTANCE 0 Sp. �� �$0.4k C1 205.00' 140.59' 39'17'37" N20'13'17"E 137.85' L1 S00'43'51"W 24.35 y C2 51.50' 39.82' 44'17'52" S3410'39"W 38.83' L2 S53'05'53"W 16.53 Lot 18,Block 1 2 o pb o O �� �S '7 O �$ MARKED "11118 C3 50.00' 88.54' 101'27'14" N51'18'06"E 77.41' L3 N78'07'38'W 19.68 Peregrine Heights �S r �'� y p�� I N89'25'31"W Subdivision O 00 �lb �7" Sy„ 112.78' C4 100.00' 48.59' 2T50'23" S64'03'06"E 48.11' L4 S89'18'46"W 45.49 O O @ y y�06 y`�tQ' O 0o C5 73.50' 1.82' 1'24'58" S01'16'58"W 1.82' L5 N86'14'49"W 63.62 yo �SOQ �7� ��L O� ISp 10 N N C5 50.00' 44.25' 50'42'23" N24'46'43"W 42.82' L6 N88'50'04'W 85.57 / qF o 05, o 17 d Sy,• y n O C6 150.00' 102.87' 39'17'37" N20'13'17"E 100.87' L7 N80'59'54'W 36.69 BLOCK 11 , 'Sp. � oo tio� 11 O O y0. I C7 50.00' 78.54' 90'00'00" N45'34'29"E 70.71' L8 N70'27'41'W 25.64 11 O� N89'25'31"W C8 75.00' 58.90' 45'00'00" S34'31'43"W 57.40' L9 S89'15'00"W 20.04 ioR" 3 Op 112.59' �� $sr•• / yo 0 C9 73.50' 3.15' 2'27'31" N01'48'14"E 3.15' L10 S64'04'03"W 27.64 `SO• � 00 1� 3 �� � �10,A'!y 00 = o C10 73.50' 42.97' 33'29'38" N19'46'49"E 42.36' L11 N89'14'25"W 74.60 6 12 00 mI C o0 16 0o C11 78.50' 41.60' 30'21'55" N49'06'18"E 41.12' L12 N89'25'31"W 53.42 °f• aJ ^ ^ C12 78.50' 51.81' 37'49'00" N83'11'45"E 50.88' L13 N44'51'44"W 23.28 ^� c, >>• ay' / A �$O•u• z . N89'25'31"WO C13 26.50' 46.92' 101'27'14" N51'18'06"E 41.03' L14 N00'34'29"E 45.75 ^,o�L 00 10 Ory^ 23 y0 112.39' C14 128.50' 29.15' 12-59'54" N71'28'20"W 29.09' 115 N85'18'18"E 23.28 G .so- 13 BLOCK I2 C15 128.50' 33.29' 14-50'29" N57-33'09"W 33.19' L16 N39-14'42"E 67.00 Nsg•OgSq" n� .$p, ^"� i o0 15 0 C16 76.50' 37.17' 2T50'23" S64'03'06"E 36.81' L17 N04'09'36"W 22.81 N 7j6'44' W G Gti N8 '25'31"W 142.93' S89'2531"E 176.56' n O o^ N C17 73.50' 33.32' 25'58'38" S37'OS'35"E 33.04' L18 S39'52'O6"W 2.89 49.49' 50.00' 43.44' 16.56' 50.00' 60.00' 50.00' C18 73.50' 31.72' 24'43'45" S11'47'24"E 31.48' L19 S49'32'43"E 60.00 N89'25'31"W 3 O v LO C19 26.50' 23.45' 50'42'23" N24'46'43"W 22.69' L20 S61'22'39"E 48.25 of 4 112.20' O o UN BLOCK 11 rl� I M O C20 73.50' 43.32' 33'46'02" S18'52'28"W 42.69' L21 N00'34'29"E 21.40 w w w w w o C21 73.50' 30.24' 23'34'14" S47'32'36"W 30.02' L22 S00'34'29"W 8.50 N89'25'31"W N o m o m rn m 7 1p o 0 112.28 U O O oO O n O a o O �" m 14 o to C22 73.50' 40.08' 31'14'46" S7457'06"W 39.59' L23 N31'18'31"W 20.00 o o o o o C23 26.50' 23.82' 51'29'27" N26'19'12"E 23.02' L24 S24'13'44"E 32.46 J O O I O Z Z Z Z z M o' o o' w N o C5 "W C24 26.50' 17.81' 38'30'33" N71*19'12"E 17.48' L25 S05'07'54"E 6.39 O z n N89'25'31 36.98"5 oN 20 UN Y 112.03' C25 126.50' 14.99' 6'47'15" S36'28'29"W 14.98' L26 SOS'07'54"E 14.14 T L12 2 'S �` Ste. 54.79' 50.00' 60.00' S0.00 60.00' 33.50' GZA / o C26 126.50' 71.77' 32'30'22" S16'49'40"W 70.81' L27 S79'40'26"W 7.81 ?) o 26.98 o c,� z O G1 o C27 173.50' 14.61' 449'27" N37'27'22"E 14.60' L28 S84'52'06"W 7.07 �c M 13 o The Oaks North O •N S89'25'31"E • _ _ S89'25'31"E 346.31' _ i Subdivision No.9 C28 173.50' 43.94' 14'30'34" N27'47'22"E 43.82' L29 S05'07'54"E 6.39 w o 65.00' - - o <a '+� M W.Ladle Rapids St. � G�' C29 173.50' 43.94' 14'30'34" N13'16'48"E 43.82' L30 S05'07'54"E 14.14 N `� N89'25'31"w cr N G22 <`''� 10 C30 173.50' 16.50' 5'27'02" NO3'18'00"E 16.50' L31 N84'52'O6"E 14.88 _ 70.00' 60.00' 70.00' 60.00' 70.00' 60.00' 21.31' 111.63' Z w C31 205.00' 68.10' 19'02'00" N30'21'06"E 67.79' L32 N84'52'06"E 7.07 w am m C32 205.00' 72.49' 20'15'37" N10'42'18"E 72.11' L33 N05'07'54"W 14.14 Prescott Ridge Q4 m N o 0 Subdivision No.1 t v rn n o o O7 L34 NOS'07'S4'W 6.39 O -"' °' m m w w o z L35 N45'34'29"E 6.39 co N N W z O Z `O O N O o O O t6 'O L36 N45'34'29E 14.14 (1 b N 5 M 6 M O 7 n N M O 25.00' 111.44' o z z o o '^ O n 9 S89'25'31"E 136.44' L37 N57'01'43"E 14.97 z z o b z z w POINT OF BEGINNING L38 N89'25'31"W 6.08 BLOCK 12 'm o C 1/4 SECTION 28 4.60' o FOUND IRON PIPE PER O 30.69' 70.07' 28 71 3.14' z 11 CP&F INST No. 2015-014105 \O�pL LAND 60.06 S 7L11 �10.00' 0 N86'S3'39"W 189.53' o 0 2o.7a' 5.19' © �y Q G L9 Unplatted Le o L7 ° L6483 o L544 o L4 oL3 ov 12459 A s� �o 9q qTf OF The Oaks North QON t BIN Subdivision No.6 g•(•LDt Z DEVELOPER ENGINEERING 5725 NORTH DISCOVERY WAY O O O3 5 PROVIDENCE PHONE(2 8)639-6939 PROPERTIES, LLC kmengllp.com MERIDIAN,IDAHO JOB NO. 21-221 SHEET 3 OF 5 PLAT OF Prescott Ridge Subdivision No. 2 CERTIFICATE OF OWNERS NOTES KNOW ALL MEN/WOMEN BY THESE PRESENTS: THAT THE UNDERSIGNED IS THE OWNER OF THE REAL PROPERTY HEREAFTER DESCRIBED. 1. THE BOTTOM OF STRUCTURAL FOOTINGS SHALL BE SET A MINIMUM OF 12-INCHES ABOVE THE HIGHEST ESTABLISHED NORMAL GROUND WATER ELEVATION. A PARCEL OF LAND BEING A PORTION OF LOT 18, BLOCK 1 OF PEREGRINE HEIGHTS SUBDIVISION (BOOK 68, PAGES 7026-7027, 2. ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN IN RECORDS OF ADA COUNTY, IDAHO) AND UNPLATTED LAND SITUATED IN THE SOUTHEAST 1/4 OF THE NORTHWEST 1/4, SOUTHWEST 1/4 EFFECT AT THE TIME OF RESUBDIVISION. OF THE NORTHEAST 1/4 AND THE NORTH 1/2 OF THE NORTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 28, TOWNSHIP 4 NORTH, RANGE 1 WEST, B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: 3. IRRIGATION WATER HAS BEEN PROVIDED FROM SETTLERS IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO CODE SECTION BEGINNING AT AN IRON PIPE MARKING THE CENTER 1/4 CORNER OF SAID SECTION 28, WHICH BEARS S00'43'55"W A DISTANCE OF 31-3805(1)(b). LOTS WITHIN THIS SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS AND WILL BE OBLIGATED FOR ASSESSMENTS FROM SETTLERS IRRIGATION DISTRICT. 2,635.29 FEET FROM AN ALUMINUM CAP MARKING THE NORTH 1/4 CORNER OF SAID SECTION 28, THENCE FOLLOWING THE SUBDIVISION BOUNDARY OF THE OAKS NORTH SUBDIVISION NO. 6 (BOOK 120, PAGES 18759-18762, RECORDS OF ADA COUNTY, IDAHO) THE 4. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF THE IDAHO CODE, RIGHT TO FARM ACT, WHICH STATES: "NO FOLLOWING EIGHT (8) COURSES: AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR 1. S00'43'51"W A DISTANCE OF 24.35 FEET TO A 5/8-INCH REBAR; PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN 2. S53'05'53"W A DISTANCE OF 16.53 FEET TO A 5/B-INCH REBAR; IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT 3. N78'07'38"W A DISTANCE OF 19.68 FEET TO A 5/8-INCH REBAR; THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE 4. S89'18'46"W A DISTANCE OF 45.49 FEET TO A 5/8-INCH REBAR; RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR 5. N86'14'49"W A DISTANCE OF 63.62 FEET TO A 5/8-INCH REBAR; EXPANSION THEREOF". 6. N88'50'04"W A DISTANCE OF 85.57 FEET TO A 5/8-INCH REBAR; 5. LOTS 2 AND 16, BLOCK 10, LOT 7, BLOCK 11, LOTS 22 AND 33, BLOCK 12, LOT 1, BLOCK 13 AND LOT 2, BLOCK 14 7. N80'59'54"W A DISTANCE OF 36.69 FEET TO A 5/8-INCH REBAR; ARE COMMON LOTS AND SHALL BE OWNED AND MAINTAINED BY THE PRESCOTT RIDGE HOMEOWNERS ASSOCIATION, INC. B. N70'27'41"W A DISTANCE OF 23.03 FEET TO A 5/8-INCH REBAR; THESE COMMON LOTS ARE SUBJECT TO BLANKET EASEMENTS FOR PUBLIC UTILITIES, STORM DRAINAGE AND HOMEOWNER'S THENCE LEAVING SAID SUBDIVISION BOUNDARY OF THE OAKS NORTH SUBDIVISION NO. 5, N70'27'41"W A DISTANCE OF 2.61 FEET TO A ASSOCIATION PRESSURIZED IRRIGATION. 5/8-INCH REBAR; 6. LOT 10, BLOCK 12 (COMMON LOT) IS SUBJECT TO A BLANKET EASEMENT FOR A COMMON DRIVE TO PROVIDE ACCESS TO THENCE S89'15'00"W A DISTANCE OF 20.04 FEET TO A 5/8-INCH REBAR; LOTS 11, 12 AND 13, BLOCK 12 ONLY. SAID COMMON LOT SHALL BE PAVED AND CAPABLE OF SUPPORTING EMERGENCY THENCE N86'53'39"W A DISTANCE OF 189.53 FEET TO A 5/8-INCH REBAR; VEHICLES AND EQUIPMENT AS REQUIRED BY MERIDIAN CITY CODE. THE COMMON DRIVES SHALL BE MAINTAINED BY THE THENCE S64'04'03"W A DISTANCE OF 27.64 FEET TO A 5/8-INCH REBAR; HOMEOWNERS ASSOCIATION. THENCE N89'14'25"W A DISTANCE OF 74.60 FEET TO A 5/8-INCH REBAR ON THE SUBDIVISION BOUNDARY OF PRESCOTT RIDGE SUBDIVISION NO. 1; 7. WHERE DIMENSIONED AND SHOWN HEREON, THE LOT LINES CONTAIN AN EASEMENT (AS DIMENSIONED) FOR PUBLIC UTILITIES THENCE FOLLOWING SAID SUBDIVISION BOUNDARY OF PRESCOTT RIDGE SUBDIVISION NO. 1 THE FOLLOWING TEN (10) COURSES: AS SHOWN HEREON. 1. N00'34'29"E A DISTANCE OF 188.63 FEET TO A 5/8-INCH REBAR; 8. WHERE DIMENSIONED AND SHOWN HEREON, THE LOT LINES CONTAIN AN EASEMENT (AS DIMENSIONED) FOR HOMEOWNER'S 2. N89'25'31"W A DISTANCE OF 53.42 FEET TO A 5/8-INCH REBAR; ASSOCIATION PRESSURIZED IRRIGATION. 3. N44'51'44"W A DISTANCE OF 23.28 FEET TO A 5/8-INCH REBAR; 4. N00'34'29"E A DISTANCE OF 45.75 FEET TO A 5/8-INCH REBAR; 9. LOTS SHALL NOT BE REDUCED IN SIZE WITHOUT PRIOR APPROVAL FROM THE HEALTH AUTHORITY AND THE CITY OF 5. 140.59 FEET ALONG THE ARC OF A CIRCULAR CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 205.00 FEET, A DELTA MERIDIAN. ANGLE OF 39'17'37", A CHORD BEARING OF N20'13'17"E AND A CHORD DISTANCE OF 137.85 FEET TO A 5/8-INCH REBAR; 6. N39'52'06"E A DISTANCE OF 547.64 FEET TO A 5/8-INCH REBAR; 10. NO ADDITIONAL DOMESTIC WATER SUPPLIES SHALL BE INSTALLED BEYOND THE WATER SYSTEM APPROVED IN THE SANITARY 7. N85'18'18"E A DISTANCE OF 23.28 FEET TO A 5/8-INCH REBAR; RESTRICTION RELEASE. B. N39'14'42"E A DISTANCE OF 67.00 FEET TO A 5/8-INCH REBAR; 9. N04'09'36"W A DISTANCE OF 22.81 FEET TO A 5/8-INCH REBAR; 11. REFERENCE IS MADE TO THE PUBLIC HEALTH LETTER ON FILE REGARDING ADDITIONAL RESTRICTIONS. 10. N39'52'06"E A DISTANCE OF 223.60 FEET TO A 5/8-INCH REBAR 12. THIS SUBDIVISION WILL BE SUBJECT TO THE COVENANTS, CONDITIONS AND RESTRICTIONS THAT ARE TO BE FILED FOR THENCE LEAVING SAID SUBDIVISION BOUNDARY OF PRESCOTT RIDGE SUBDIVISION NO.1 , S50'07'54"E A DISTANCE OF 158.50 FEET TO A RECORD AT THE ADA COUNTY RECORDERS OFFICE, AND MAY BE AMENDED FROM TIME TO TIME. 5/8-INCH REBAR ; 13. DIRECT LOT ACCESS FROM N. RUSTIC OAK WAY IS PROHIBITED. THENCE S39'52'06"W A DISTANCE OF 2.89 FEET TO A 5/8-INCH REBAR; THENCE S49'32'43"E A DISTANCE OF 60.00 FEET TO A 5/8-INCH REBAR; 14. A PORTION OF LOT 7, BLOCK 11 AND A PORTION OF LOTS 32 AND 33, BLOCK 12 ARE SERVIENT TO AND CONTAIN THE THENCE S61'22'39"E A DISTANCE OF 48.25 FEET TO A 5/8-INCH REBAR ACHD STORM WATER DRAINAGE SYSTEM. THESE LOTS ARE ENCUMBERED BY THAT CERTAIN FIRST AMENDED MASTER THENCE S77'58'17E A DISTANCE OF 110.00 FEET TO A 5/8-INCH REBAR PERPETUAL STORM WATER DRAINAGE EASEMENT RECORDED ON NOVEMBER 10, 2015, AS INSTRUMENT No. 2015-103256, THENCE N00'34'29"E A DISTANCE OF 21.40 FEET TO A 5/8-INCH REBAR OFFICIAL RECORDS OF ADA COUNTY, AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL (THE THENCE S89'25'31"E A DISTANCE OF 158.50 FEET TO A 5/8-INCH REBAR "MASTER EASEMENT"). THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO ACHD THENCE S00'34'29"W A DISTANCE OF 8.50 FEET TO A 5/8-INCH REBAR; PURSUANT TO SECTION 40-2302, IDAHO CODE. THE MASTER EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE THENCE S89'25'31"E A DISTANCE OF 111.68 FEET TO A 5/8-INCH REBAR; STORM WATER DRAINAGE SYSTEM. THENCE S00'36'17"W A DISTANCE OF 343.09 FEET TO A 5/8-INCH REBAR ON THE SUBDIVISION BOUNDARY OF THE OAKS NORTH 15. ACHD PERMANENT EASEMENT PER INSTRUMENT No. 202=_----, RECORDS OF ADA COUNTY, IDAHO. SUBDIVISION NO. 9 (BOOK 123, PAGES 19476-19478, RECORDS OF ADA COUNTY, IDAHO) THENCE FOLLOWING SAID SUBDIVISION BOUNDARY THE FOLLOWING TWO (2) COURSES: 1. N77'58'17"W A DISTANCE OF 527.69 FEET TO THE EASTERLY LINE OF THE NORTHWEST 1/4 OF SAID SECTION 28 TO A 5/8-INCH REBAR ; 2. THENCE FOLLOWING SAID EASTERLY LINE, S00'43'55"W A DISTANCE OF 625.95 FEET TO THE POINT OF BEGINNING. SAID PARCEL CONTAINS 14.438 ACRES, MORE OR LESS. IT IS THE INTENTION OF THE UNDERSIGNED TO HEREBY INCLUDE SAID LAND IN THIS PLAT. THE PRIVATE ROADS AND THE EASEMENTS SHOWN ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC, BUT THE RIGHTS TO USE SAID PRIVATE ROADS AND EASEMENTS ARE HEREBY PERPETUALLY RESERVED FOR PUBLIC UTILITIES AND SUCH OTHER USES AS SHOWN ON THIS PLAT. NO STRUCTURES OTHER THAN FOR SUCH UTILITY AND OTHER DESIGNATED PUBLIC USES ARE TO BE ERECTED WITHIN THE LIMITS OF SAID EASEMENTS UNLESS NOTED OTHERWISE ON THIS PLAT. ALL LOTS WITHIN THIS PLAT WILL RECEIVE WATER SERVICE FROM THE CITY OF MERIDIAN AND SAID CITY HAS AGREED IN WRITING TO SERVE ALL OF THESE LOTS. E. DON HUBBLE, AUTHORIZED AGENT PROVIDENCE PROPERTIES, LLC. ACKNOWLEDGMENT CERTIFICATE OF SURVEYOR STATE OF IDAHO) I, AARON L. BALLARD, DO HEREBY CERTIFY THAT I AM A REGISTERED PROFESSIONAL LAND SURVEYOR LICENSED BY THE STATE OF SS IDAHO, AND THAT THIS PLAT OF PRESCOTT RIDGE SUBDIVISION No. 2 AS DESCRIBED IN THE "CERTIFICATE OF OWNERS" AND AS ADA COUNTY SHOWN ON THE ATTACHED PLAT, WAS DRAWN FROM AN ACTUAL SURVEY MADE ON THE GROUND UNDER MY DIRECT SUPERVISION AND ACCURATELY REPRESENTS THE POINTS PLATTED THEREON, AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODE RELATING THIS RECORD WAS ACKNOWLEDGED BEFORE ME ON 20, BY E. DON HUBBLE, AUTHORIZED TO PLATS AND SURVEYS. AGENT, PROVIDENCE PROPERTIES, LLC. \�Npl LAND `r AARON L. BALLARD, P.L.S. 12459 SIGNATURE OF NOTARY PUBLIC a 12459 A MY COMMISSION EXPIRES Q. 9N9,E, \QP�* 9p��tOlCm BP��PQ $•(-Zo22 DEVELOPER ENGINEERING 5725 NORTH DISCOVERY WAY PROVIDENCE 83713 PHHOONNE,IDAHO E(208)639-6939-6939 PROPERTIES, LLC kmengllp.com MERIDIAN,IDAHO JOB NO. 21-221 SHEET 4 OF 5 PLAT OF Prescott Ridge Subdivision No. 2 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 20 HIS AGENT LISTING THE CONDITIONS OF APPROVAL. SANITARY RESTRICTIONS MAY BE REIMPOSED, IN ACCORDANCE WITH SECTION 50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL. PRESIDENT ADA COUNTY HIGHWAY DISTRICT HEALTH OFFICER DATE APPROVAL OF MERIDIAN CITY ENGINEER THE PLAT IS ACCEPTED AND APPROVED THIS _DAY OF A.D. 20_, 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 COUNTY TREASURER DATE APPROVAL OF MERIDIAN CITY 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 THE DAY OF A.D. 20_, THIS PLAT WAS DULY ACCEPTED AND APPROVED. CERTIFICATE OF COUNTY RECORDER STATE OF IDAHO) 3 SS ADA COUNTY I HEREBY CERTIFY THAT THIS PLAT OF PRESCOTT RIDGE SUBDIVISION No. 2 WAS FILED AT THE REQUEST OF AT _MINUTES PAST _O'CLOCK _M., MERIDIAN CITY CLERK THIS DAY OF A.D., IN MY OFFICE AND WAS DULY RECORDED AS CERTIFICATE OF COUNTY SURVEYOR BOOK OF PLATS AT PAGES THRU 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. DEPUTY EX—OFFICIO RECORDER ADA COUNTY SURVEYOR DATE FEE: S\�NpL LAND S QE 0 12459 99 f9TF OF YO L. B \'P g,1,VIA kin DEVELOPER ENGINEERING 5725 NORTH DISCOVERY WAY PROVIDENCE BQI ,IDAHO PHONNEE(208)639-6939-6939 PROPERTIES, LLC kmengllp.com MERIDIAN,IDAHO JOB NO. 21-221 SHEET 5 OF 5 PLAT OF Prescott Ridge Subdivision No. 2 A PARCEL OF LAND BEING A PORTION LOT 18,BLOCK 1 OF PEREGRINE HEIGHTS SUBDIVISION, 0 10o zoo 300 AND UNPLATTED LAND SITUATED IN THE SOUTHEAST 1/4 OF THE NORTHWEST 1/4 AND THE N Plan Scale:1"=100' SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 28,TOWNSHIP 4 NORTH,RANGE 1 WEST,BOISE MERIDIAN,CITY OF MERIDIAN,ADA COUNTY,IDAHO. 2022 NW CORNER SECTION 28 FOUND ALUMINUM CAP PER CP&F INST No. 2017-074125 SHEET INDEX 20 21 W.Chinden Blvd. 21 SHEET 1 — OVERALL SUBDIVISION MAP AND LEGEND _ SHEET 2 — DETAIL PLAT MAP N 1/4 SECTION 28 29 28 S89'27'17"E 2609.40' SHEET 3 — DETAIL PLAT MAP, LINE AND CURVE TABLES FOUND ALUMINUM CAP 28 PER CP&F INST No. 2018-046039 SHEET 4 — CERTIFICATE OF OWNERS, NOTES SHEET 5 — CERTIFICATES AND APPROVALS REFERENCES R1. PLAT OF PEREGRINE HEIGHTS SUBDIVISION, BOOK 68 OF PLATS AT PAGES 7026 AND 7027, RECORDS OF ADA COUNTY, IDAHO. I 1 R2. RECORD OF SURVEY No. 13153, RECORDS OF ADA COUNTY, IDAHO. I • I Unplatted R3. PLAT OF PRESCOTT RIDGE SUBDIVISION No. 1, BOOK --- OF PLATS AT PAGES p I S50'07'S4"E� RECORDS OF ADA COUNTY, IDAHO. ry�y O 158.50' R4. PLAT OF THE OAKS NORTH SUBDIVISION No. 6, BOOK 120 OF PLATS AT PAGES 18759-18762, RECORDS OF ADA COUNTY, IDAHO. 7 �.O BLOCK 14 L18 R5. RECORD OF SURVEY No. 770, RECORDS OF ADA COUNTY, IDAHO. 6 !� S77'58'17"E S89'25'31"E R6. RECORD OF SURVEY No. 1767, RECORDS OF ADA COUNTY, IDAHO. 4 0 110.00' 111.68' R7. RECORD OF SURVEY No. 9358, RECORDS OF ADA COUNTY, IDAHO. S89' '31E L22 L17 o O 2 L21 • O2525I" • R8. RECORD OF SURVEY No. 10034, RECORDS OF ADA COUNTY, IDAHO. a O BLOCK 13 > 37 1a L15 ��� 2 3 G) aa, LEGEND ® ALUMINUM CAP AS NOTED O � J I d�7 ® FOUND IRON PIPE AS NOTED Lot 18,Block 1 16 Sd� Oj Y 35 m Peregrine Heights 15 S� 23 W LO O FOUND 5/8—INCH REBAR WITH PLASTIC CAP I Subdivision �aJ 22 24 Aralia pr Z 34 M MARKED ALB 12459" UNLESS NOTED OTHERWISE 1Q 3 FOUND 1/2—INCH REBAR WITH PLASTIC CAP MARKED 1 O� 25 "11118" SET 5/8—INCH REBAR WITH PLASTIC CAP MARKED 21 26 27 28 I M "ALB 12459" I � 20 29 30 NSET 1/2—INCH REBAR WITH PLASTIC CAP MARKED "ALB 12459" cc Io 19 N77-58,77�W BLOCKI2 CALCULATED POINT, NOTHING FOUND OR SET o I N `oti�\oc �p BLOCK 10 aJ O The Oaks North 5z7 6g, 16 LOT NUMBER ��h.��' .� 10 Subdivision No.9 i w Q a tp SUBDIVISION BOUNDARY LINE N , 12 13 O O LOT LINE zIS ? yam 0 ` — SECTION LINE I z 8 10 17 O 12 3o ADJACENT LOT LINE T O N O O N 11 —— ———— EASEMENT LINE u 7 11 = C14 N Green Oak Dr Co ACHD EASEMENT (SEE NOTE 14) 0 6 12 � 16 N 3 m 2 O BLOCK 12 ran u a) 10 U O 13 U a s BLOCK 11 Z O 15 N—v LINE TABLE LINE TABLE SURVEY NARRATIVE O LINE BEARING DISTANCE LINE BEARING DISTANCE THE PURPOSE OF THIS SURVEY IS TO SUBDIVIDE THE LAND SHOWN HEREON. THE O O9 SURVEY IS BASED UPON THE RETRACEMENT OF PLATS, SURVEYS AND DEEDS LISTED IN p. L1 S00'43'S1"W 24.35 L12 N89'25'31"W 53.42 THE REFERENCES HEREON AND A FIELD SURVEY OF EXISTING MONUMENTATION. _ !�1 O O3 G) O5 O 14 MONUMENTATION RECOVERED WAS FOUND TO BE IN SUBSTANTIAL CONFORMANCE WITH O L2 S53'05'53"W 16.53 L13 N44'51'44"W 23.28 THE REFERENCES LISTED HEREON. ALL PROPERTY CORNERS WHERE MONUMENTS OF p i RECORD WERE NOT FOUND WERE SET/RESET AS SHOWN HEREON. O O 2 L3 N78'07'38"W 19.68 L14 N00'34'29"E 45.75 L13 13 in L4 S89'18'46"W 45.49 L15 N85'18'18"E 23.28 m Lt 2 c6 W.Ladle Rapids St. Z ?� 00 L5 S86'14'49"E 63.52 L16 N39'14'42"E 67.00 A ND Y 10 LAND S ro 1-6 N88'50'04"W 85.57 L17 N04'09'36"W 22.81 y`O E61 6 0 w O7 POINT OF BEGINNING 12 Q c� rn C 1/4 SECTION 28 L7 NBO'59'54"W 36.69 L18 S39'52'06"W 2.89 15 1 O2 M O 40 O O O FOUND IRON PIPE PER 12459 ® O CP&F INST No. 2015-014105 LS N70'27'41"W 25.64 L19 S49'32'43"E 60.00 O BLOCK 12 1-9 S89'15'00"W 20.04 L20 S61'22'39"E 48.25 9gT9Tf OF 29 28 z —ZO O O O O 11 O LID S64'04'03"W 27.64 L21 N00'34'29"E 21.40 1'O,yL S89'21'12"E 2622.17' L11 1 O O O 00� L11 N89'14'25"W 74.60 L22 S00'34'29"W 8.50 ��f.'1. N86"53'39"W L7 L6 L5 o L4 o L2 9-1 W 1/4 SECTION za 189.53' CURVE TABLE DEVELOPER E N G I N E E R I N G FOUND ALUMINUM CAP The Oaks North 5725 NORTH DISCOVERY WAY PROVIDENCE PER CP&F INST No. 2020-020780 Subdivision No.6 BOISE,IDAHO 83713 O O2 O O CURVE RADIUS LENGTH DELTA CHORD BRG CHORD PHONE(208)639-6939 C1 205.00' 140.59' 39'17'37" N20'13'17"E 137.85' PROPERTIES LLC kmengllp.com MERIDIAN,IDAHO JOB NO. 21-221 SHEET 1 OF 5 PLAT OF Prescott Ridge Subdivision No. 2 0 50 100 150 N Plan Scale:1"=50' O • 1 o° Q1, S Sp• O 'SO• SA•, a tis 8ob qO DP �'S0, k0' `SO•• O� 2�20�Sy„ 'So, h° L18 00 9 Unplatted lB ? ���051 110 BLOCK 14 ` °o Lot 18,Block 1 a° Soo O 10.00' •30 �2p Peregrine Heights > > So• o S9 Subdivision oo '�S Sy, 2 h� a� O <v S7 S89.25'31"E 158.50' L22 o ti' O 3So• ^o' 2 0� 20.0p7.58 17"E 1 j L21 • 111.50' 23.50'•23.50 S89'25'31"E 4 0 1, �SO�1 a0' why^60 17.67' 40.00' �5�0. o • 111.68' • J �� S, ? •. 4, 0.00' • O o 0 0 18.60' Prescott Ridge 5.00' DSO u� • 3 0o BLOCK 13 + 0 37 0 Subdivision No.1 IS°, O o 3 "� h O S h 1 N89'25'31"W n j a .`O 0 2 O,Sst, 3 k0 235 / \S°o RB �''�h•.^ y`�. w i� 1 1 1.50' N N89'25'31"W 51 y0 oL0 ry J 00), O o Qj $ 3, Cb 0, IV N89'25'31"W15 b80 a 3 0),7°00, Ch SR' L32 L31 F A0 \e 2 N 111.50' Mo N N89'25'31"W eo \ o °o' c� 01 6'1 �YSO S� d�� O/ o� h 6 n in z Z 1 1 1.64' \aJ ,5'�' 0 16 Sp��Z �d)9 '01' �•y� ,�O�O F • 0 48.82• '00 o a, 000 �4 n 40.00' z O a M 35 a O p O g O O F 72 5 23.50' 23T- N89'25'31'V ' C9 O w e Dry 23 ob • 9' • N89'25'31"W `�y+l• h�^6�o 'Y,SO°�. ¢O / `E` 7 ��O �� y� C7 'O S7 81.36' 'S 1 1 1.68' srly w ,yo �a0 ��� °6 24 a.1 s' C7 N 7 58-242.77' G1 / 34 0 0 4 'n t. �" RO 6 12.28' 40.Op• Aralia p�• �� 125.60' M O ,hoi o0 O`O �0 22 O� 00• �� '.O 40.00' _� ._ 119.52' 3 1 h0 50' Dry/ �O O'O 25 io 40.00' L38 O 6, �� `Sa•. O �JS ? � 10.00' 'SO• 0• 00, ^ ^ v o w 50.00' rn C12oo o 0 10.39' to 66. BLOCK 12 2 v o 28 0 0 o .w O v l� Sq, ,�. •OS, 2 N 0 29 o M , °° A'Sj4- 20Oro), RS 70.96' 2 N ,p SA7L sB 6.01' �q E 40.00, 4 2 N o 32 0 N 33 0 00' z N \ >>�°�Sy, o f�P e95�, 0 N65�20'I 40.00' z 'SO• 7L �� 0ti 20.53' o in 50.00' y1 s,g9 O•� o N77.58. so.o0 e C4 17"W 527 The Oaks North 69' 91.3j' ro / w 3 Subdivision No.9 c� • O O • o LO 99.95• Ury m 23.50' 23.50' N89'25'31"W M� 23.SO• n 10 112.94' • 1'91 O rn O • O), n O o o N 13 18 00 S� FOUND 1/2" REBAR 14 z \ I N89'25'31"W MARKED "11118" 3m 112.78' 15 u 12 ¢O See Sheet 3 2 Q*NL LAND 0 12459 A 99T9Tf OF g.�.Zo2'L DEVELOPER ENGINEERING 5725 NORTH DISCOVERY WAY OI PROVIDENCE HE,IDAHO 83713 PHONE(208)639-693-6939 PROPERTIES, LLC kmengllp.com MERIDIAN,IDAHO JOB NO. 21-221 SHEET 2 OF 5 PLAT OF Prescott Ridge Subdivision No. 2 � o so 100 150 N Plan Scale:1"=100' y° $o ob BLOCK 10 ��$$R�t 0 00 ti$oo °o ti$p See Sheet 2 CURVE TABLE LINE TABLE 5S, 0° , per• CURVE RADIUS LENGTH DELTA CHORD BRG CHORD LINE BEARING DISTANCE 18 ti� O 2$p•v� 600 7�150. Y C1 205.00' 140.59' 39'17'37" N20'13'17"E 137.85' L1 S00'43'51"W 24.35 h � C2 51.50' 39.82' 44'17'52" S3410'39"W 38.83' L2 S53'05'53"W 16.53 Lot 18,Block 1 2 °o oo�, S "�'� O' $p. MARKED "11118" C3 50.00' 88.54' 101'27'14" N51'18'06"E 77.41' L3 N78'07'38'1V 19.68 Peregrine Heights {$ a a� \a y o� N89'25'31"W Subdivision O o0 S� ��� SR, 112.78' C4 100.00' 48.59' 2T5O'23" S64'03'06"E 48.11' L4 S89'18'46"W 45.49 Oi O y° 0 'p, '$o• ZL o0 °• C5 73.50' 1.82' 1'24'58" S01'16'58'W 1.82' L5 N86'14'49'W 63.62 O yry k� 0 0 10 N N C5 50.00' 44.25' 50'42'23" N2446'43"W 42.82' L6 N88'50'04"W 85.57 C6 150.00' 102.87' 39'17'37" N20'13'17"E 100.87' L7 N80'59'54"W 36.69 p o°. BLOCK 11 '$o• (GOD) O y0. I C7 50.00' 78.54' 90'00'00" N45'34'29"E 70.71' L8 N70'27'41"W 25.64 °O 4'SO, 11 °�o co N89'25'31"W C8 75.00' 58.90' 45'00'00" S34'31'43'W 57.40' L9 S89'15'00•W 20.04 O5, O° �5 y�L a ?) 1 12.59' >> Sa•. 0° Op �i C9 73,50' 3.15' 2'27'31 NO1'48'14"E 3.15' L10 S64'04'03"W 27.64 SO• °O 1� �1 LO o�^ y0' �SO,Rly °O w Y o o C10 73.50' 42.97' 33-29'38" N19-46'49"E 42.36' L11 N89-14'25"W 74.60 O °. 12 `� o,l c o 16 o C11 78.50' 41.60' 30'21'55" N49'06'18"E 41.12' L12 N89'25'31"W 53.42 N M ^ ^ C12 78.50' 51.81' 37'49'00" N83'11'45"E 50.88' L13 N44'51'44"W 23.28 2 A'• C+y >>• y. °+ 110,R'!y z U 10 C13 26.50' 46.92' 101*27'14" N51'18'06"E 41.03' L14 N00'34'29"E 45.75 � �L °O Z N89'25'31"W Ory1 2S '� aj° 112.39' C14 128.50' 29.15' 12'59'54" N71'28'20"W 29.09' L15 N85'18'18"E 23.28 G 'S0 13 BLOCK 12 C15 128.50' 33.29' 14'50'29" N57'33'09"W 33.19' L16 N39'14'42"E 67.00 10 C16 76.50' 37.17' 27'50'23" S64'03'06"E 36.81' L17 N04'09'36"W 22.81 rys9 09 S4 1Y Gry� SC, y^ I 00 15 o vi N 644 GV N8 '25'31"W 142.93 S89'25'31"E 176.56' 04 m C17 73.50' 33.32' 25'58'38" S37'08'35"E 33.04' L18 S39'52'06"W 2.89 u 49.49' 50.00' 43.44 16.56 50.00 60.00' 50.00' N89'25'31"W 3 C18 73.50' 31.72' 24'43'45" S11'47'24"E 31.48' L19 S49'32'43"E 60.00 O4 v in C19 26.50' 23.45' 50'42'23" N24'46'43"W 22.69' L20 S61'22'39"E 48.25 �* 1 12.20' O N BLOCK 11 �^. I in @ C20 73.50' 43.32' 33'46'02" S18'52'28"W 42.69' L21 N00'34'29"E 21.40 N89'25'31"W C21 73.50' 30.24' 23'34'14" S47'32'36"W 30.02' L22 S00'34'29"W 8.50 N o N o o' o °' °' 7 Co o 0 112.28 U O M O n O3 � `� O4 < O a `� O w 14 0 C22 73.50' 40.08' 31'14'46" S74'57'06"W 39.59' L23 N31'18'31"W 20.00 O o i o o z o o Z C23 26.50' 23.82' 51'29'27" N26'19'12"E 23.02' L24 S24'13'44"E 32.46 3 z z z 0 0 o C5 N89-25'31'W C24 26.50' 17.81' 38'30'33" N71'19'12"E 17.48' L25 S05'07'54"E 6.39 10.00, N w N z !� O 36.98"5 0 20 v 112.03' C25 126.50' 14.99' 6*47'15" S36'28'29"W 14.98' L26 S05'07'54"E 14.14 L12 2 'S 'Mo $`3' 54.79' 50.00' 60.00' S0.00' 60.00' 33.50' C24 o C26 126.50' 71.77' 32'30'22" S16'49'40"W 70.81' L27 S79'40'26"W 7.81 °26.s8 O o �? z � G1 V 0 C27 173.50' 14.61' 4'49'27" N37'27'22"E 14.60' L28 S84752'06"W 7.07 Y M �? 13 O The Oaks North O •N S89'25'31"E _ _ S89'25'31"E 346.31' _ _ � i ^o _ _ Subdivision NO.9 C28 173.50' 43.94' 14'30'34" N27'47'22"E 43.82' L29 S05'07'54"E 6.39 0 65.00' r Y M W.Ladle Rapids St. � G�' > C29 173.50' 43.94' 14'30'34" N13'16'48"E 43.82' L30 S05'07'54"E 14.14 N N N89'25'31"W CZZ � 10 C30 173.50' 16.50' 5'27'02" NO3'18'00"E 16.50' L31 N84'52'06"E 14.88 _ 70.00' 60.00' 70.00' 60.00' 70.00' 60.00' 21.31' 111.63' Z w C31 205.00' 68.10' 19'02'00" N30'21'06"E 67.79' L32 N84'52'06"E 7.07 w orn m C32 205.00' 72.49' 20-15'37" N10-42'18"E 72.11' L33 NOS'07'S4'W 14.14 Prescott Ridge N N m a o 12 o L34 N05'07'54'W 6.39 Subdivision No.1 � rn O n o d 7 O o fD z L35 N45'34'29"E 6.39 N 2 m o 5 a O a N m L36 N45'34'29"E 14.14 O O n 4 O O z z o ® N n O 25.00' 111.44' O3 O O O M "� n 9 S89'25'31"E 136.44' L37 N57'01'43"E 14.97 z z z b z z w ro POINT OF BEGINNING L38 N89'25'31'W 6.08 BLOCK 12 N ,ri C 1/4 SECTION 28 4.60' o FOUND IRON PIPE PER n 11 CP&F INST No. 2015-014105 lel0 30.69' 70.07' 3.10.744' o � L LAN^ 1P N86'S3'39"W D 0 60. 28.71'o 0 2 ' G 5.18' z O `� QE• 189 53.53' L9 J L11 L8 0 64.83' 44' O Unplatted L7 L6 S8.8. ° ° 0 12459 L4 L3 99 9lP OF The Oaks North L. B A��P Subdivision No.6 g•�•7AZ2 DEVELOPER ENGINEERING 5725 NORTH DISCOVERY WAY O O 5 83713 PROVIDENCE HOISE,IDAHO208)6 9-693 3 PHONE(208)639-6939 PROPERTIES, LLC kmenglip.com MERIDIAN,IDAHO JOB NO. 21-221 SHEET 3 OF 5 PLAT OF Prescott Ridge Subdivision No. 2 CERTIFICATE OF OWNERS NOTES KNOW ALL MEN/WOMEN BY THESE PRESENTS: THAT THE UNDERSIGNED IS THE OWNER OF THE REAL PROPERTY HEREAFTER DESCRIBED. 1. THE BOTTOM OF STRUCTURAL FOOTINGS SHALL BE SET A MINIMUM OF 12-INCHES ABOVE THE HIGHEST ESTABLISHED NORMAL GROUND WATER ELEVATION. A PARCEL OF LAND BEING A PORTION OF LOT 18, BLOCK 1 OF PEREGRINE HEIGHTS SUBDIVISION (BOOK 68, PAGES 7026-7027, 2. ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN IN RECORDS OF ADA COUNTY, IDAHO) AND UNPLATTED LAND SITUATED IN THE SOUTHEAST 1/4 OF THE NORTHWEST 1/4, SOUTHWEST 1/4 EFFECT AT THE TIME OF RESUBDIVISION. OF THE NORTHEAST 1/4 AND THE NORTH 1/2 OF THE NORTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 28, TOWNSHIP 4 NORTH, RANGE 1 WEST, B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: 3. IRRIGATION WATER HAS BEEN PROVIDED FROM SETTLERS IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO CODE SECTION BEGINNING AT AN IRON PIPE MARKING THE CENTER 1/4 CORNER OF SAID SECTION 28, WHICH BEARS S00'43'55"W A DISTANCE OF 31-3805(1)(b). LOTS WITHIN THIS SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS AND WILL BE OBLIGATED FOR ASSESSMENTS FROM SETTLERS IRRIGATION DISTRICT. 2,635.29 FEET FROM AN ALUMINUM CAP MARKING THE NORTH 1/4 CORNER OF SAID SECTION 28, THENCE FOLLOWING THE SUBDIVISION BOUNDARY OF THE OAKS NORTH SUBDIVISION NO. 6 (BOOK 120, PAGES 18759-18762, RECORDS OF ADA COUNTY, IDAHO) THE 4. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF THE IDAHO CODE, RIGHT TO FARM ACT, WHICH STATES: "NO FOLLOWING EIGHT (8) COURSES: AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR 1. SOO'43'51"W A DISTANCE OF 24.35 FEET TO A 5/8-INCH REBAR; PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN 2. S53'05'53"W A DISTANCE OF 16.53 FEET TO A 5/8-INCH REBAR; IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT 3. N78'07'38"W A DISTANCE OF 19.68 FEET TO A 5/8-INCH REBAR; THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE 4. S89'18'46"W A DISTANCE OF 45.49 FEET TO A 5/8-INCH REBAR; RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR 5. N86'14'49"W A DISTANCE OF 63.62 FEET TO A 5/8-INCH REBAR; EXPANSION THEREOF". 6. N88'50'04"W A DISTANCE OF 85.57 FEET TO A 5/8-INCH REBAR; 5. LOTS 2 AND 16, BLOCK 10. LOT 7, BLOCK 11, LOTS 22 AND 33, BLOCK 12, LOT 1, BLOCK 13 AND LOT 2, BLOCK 14 7. NBO'59'54"W A DISTANCE OF 36.69 FEET TO A 5/8-INCH REBAR; ARE COMMON LOTS AND SHALL BE OWNED AND MAINTAINED BY THE PRESCOTT RIDGE HOMEOWNERS ASSOCIATION, INC. 8. N70'27'41"W A DISTANCE OF 23.03 FEET TO A 5/8-INCH REBAR; THESE COMMON LOTS ARE SUBJECT TO BLANKET EASEMENTS FOR PUBLIC UTILITIES, STORM DRAINAGE AND HOMEOWNER'S THENCE LEAVING SAID SUBDIVISION BOUNDARY OF THE OAKS NORTH SUBDIVISION NO. 5, N70-27'41"W A DISTANCE OF 2.61 FEET TO A ASSOCIATION PRESSURIZED IRRIGATION. 5/8-INCH REBAR; 6. LOT 10, BLOCK 12 (COMMON LOT) IS SUBJECT TO A BLANKET EASEMENT FOR A COMMON DRIVE TO PROVIDE ACCESS TO THENCE S89'15'00"W A DISTANCE OF 20.04 FEET TO A 5/8-INCH REBAR; LOTS 11, 12 AND 13, BLOCK 12 ONLY. SAID COMMON LOT SHALL BE PAVED AND CAPABLE OF SUPPORTING EMERGENCY THENCE N86'53'39"W A DISTANCE OF 189.53 FEET TO A 5/8-INCH REBAR; VEHICLES AND EQUIPMENT AS REQUIRED BY MERIDIAN CITY CODE. THE COMMON DRIVES SHALL BE MAINTAINED BY THE THENCE S64'04'03"W A DISTANCE OF 27.64 FEET TO A 5/8-INCH REBAR; HOMEOWNER'S ASSOCIATION. THENCE N89'14'25"W A DISTANCE OF 74.60 FEET TO A 5/8-INCH REBAR ON THE SUBDIVISION BOUNDARY OF PRESCOTT RIDGE SUBDIVISION NO. 1; 7. WHERE DIMENSIONED AND SHOWN HEREON, THE LOT LINES CONTAIN AN EASEMENT (AS DIMENSIONED) FOR PUBLIC UTILITIES THENCE FOLLOWING SAID SUBDIVISION BOUNDARY OF PRESCOTT RIDGE SUBDIVISION NO. 1 THE FOLLOWING TEN (10) COURSES: AS SHOWN HEREON. 1. NOO'34'29"E A DISTANCE OF 188.63 FEET TO A 5/8-INCH REBAR; 8. WHERE DIMENSIONED AND SHOWN HEREON, THE LOT LINES CONTAIN AN EASEMENT (AS DIMENSIONED) FOR HOMEOWNER'S 2. N89'25'31"W A DISTANCE OF 53.42 FEET TO A 5/8-INCH REBAR; ASSOCIATION PRESSURIZED IRRIGATION. 3. N44'51'44"W A DISTANCE OF 23.28 FEET TO A 5/8-INCH REBAR; 4. NOO'34'29"E A DISTANCE OF 45.75 FEET TO A 5/8-INCH REBAR; 9. LOTS SHALL NOT BE REDUCED IN SIZE WITHOUT PRIOR APPROVAL FROM THE HEALTH AUTHORITY AND THE CITY OF 5. 140.59 FEET ALONG THE ARC OF A CIRCULAR CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 205.00 FEET, A DELTA MERIDIAN. ANGLE OF 39'17'37", A CHORD BEARING OF N20'13'17"E AND A CHORD DISTANCE OF 137.85 FEET TO A 5/8-INCH REBAR; 6. N39'52'06"E A DISTANCE OF 547.64 FEET TO A 5/8-INCH REBAR; 10. NO ADDITIONAL DOMESTIC WATER SUPPLIES SHALL BE INSTALLED BEYOND THE WATER SYSTEM APPROVED IN THE SANITARY 7. N85'18'18"E A DISTANCE OF 23.28 FEET TO A 5/8-INCH REBAR; RESTRICTION RELEASE. 8. N39'14'42"E A DISTANCE OF 67.00 FEET TO A 5/8-INCH REBAR; 9. N04'09'36"W A DISTANCE OF 22.81 FEET TO A 5/8-INCH REBAR; 11. REFERENCE IS MADE TO THE PUBLIC HEALTH LETTER ON FILE REGARDING ADDITIONAL RESTRICTIONS. 10. N39'52'06"E A DISTANCE OF 223.60 FEET TO A 5/8-INCH REBAR 12. THIS SUBDIVISION WILL BE SUBJECT TO THE COVENANTS, CONDITIONS AND RESTRICTIONS THAT ARE TO BE FILED FOR THENCE LEAVING SAID SUBDIVISION BOUNDARY OF PRESCOTT RIDGE SUBDIVISION NO.1 , S50'07'54"E A DISTANCE OF 158.50 FEET TO A RECORD AT THE ADA COUNTY RECORDER'S OFFICE, AND MAY BE AMENDED FROM TIME TO TIME. 5/8-INCH REBAR ; 13. DIRECT LOT ACCESS FROM N. RUSTIC OAK WAY IS PROHIBITED. THENCE S39'52'06"W A DISTANCE OF 2.89 FEET TO A 5/8-INCH REBAR; THENCE S49'32'43"E A DISTANCE OF 60.00 FEET TO A 5/8-INCH REBAR; 14. A PORTION OF LOT 7, BLOCK 11 AND A PORTION OF LOTS 32 AND 33, BLOCK 12 ARE SERVIENT TO AND CONTAIN THE THENCE S61'22'39"E A DISTANCE OF 48.25 FEET TO A 5/8-INCH REBAR ACHD STORM WATER DRAINAGE SYSTEM. THESE LOTS ARE ENCUMBERED BY THAT CERTAIN FIRST AMENDED MASTER THENCE S7758'17"E A DISTANCE OF 110.00 FEET TO A 5/8-INCH REBAR PERPETUAL STORM WATER DRAINAGE EASEMENT RECORDED ON NOVEMBER 10, 2015, AS INSTRUMENT No. 2015-103256, THENCE N00'34'29"E A DISTANCE OF 21.40 FEET TO A 5/8-INCH REBAR OFFICIAL RECORDS OF ADA COUNTY, AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL (THE THENCE S89'25'31"E A DISTANCE OF 158.50 FEET TO A 5/8-INCH REBAR "MASTER EASEMENT"). THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO ACHD THENCE SOO'34'29"W A DISTANCE OF 8.50 FEET TO A 5/8-INCH REBAR; PURSUANT TO SECTION 40-2302, IDAHO CODE. THE MASTER EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE THENCE S89'25'31"E A DISTANCE OF 111.68 FEET TO A 5/8-INCH REBAR; STORM WATER DRAINAGE SYSTEM. THENCE S00'36'17W A DISTANCE OF 343.09 FEET TO A 5/8-INCH REBAR ON THE SUBDIVISION BOUNDARY OF THE OAKS NORTH 15. ACHD PERMANENT EASEMENT PER INSTRUMENT No. 202--------- RECORDS OF ADA COUNTY, IDAHO. SUBDIVISION NO. 9 (BOOK 123, PAGES 19476-19478, RECORDS OF ADA COUNTY, IDAHO) ; THENCE FOLLOWING SAID SUBDIVISION BOUNDARY THE FOLLOWING TWO (2) COURSES: 1. N77'58'17"W A DISTANCE OF 527.69 FEET TO THE EASTERLY LINE OF THE NORTHWEST 1/4 OF SAID SECTION 28 TO A 5/8-INCH REBAR ; 2. THENCE FOLLOWING SAID EASTERLY LINE, SOO'43'55"W A DISTANCE OF 625.95 FEET TO THE POINT OF BEGINNING. SAID PARCEL CONTAINS 14.438 ACRES, MORE OR LESS. IT IS THE INTENTION OF THE UNDERSIGNED TO HEREBY INCLUDE SAID LAND IN THIS PLAT. THE PRIVATE ROADS AND THE EASEMENTS SHOWN ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC, BUT THE RIGHTS TO USE SAID PRIVATE ROADS AND EASEMENTS ARE HEREBY PERPETUALLY RESERVED FOR PUBLIC UTILITIES AND SUCH OTHER USES AS SHOWN ON THIS PLAT. NO STRUCTURES OTHER THAN FOR SUCH UTILITY AND OTHER DESIGNATED PUBLIC USES ARE TO BE ERECTED WITHIN THE LIMITS OF SAID EASEMENTS UNLESS NOTED OTHERWISE ON THIS PLAT. ALL LOTS WITHIN THIS PLAT WILL RECEIVE WATER SERVICE FROM THE CITY OF MERIDIAN AND SAID CITY HAS AGREED IN WRITING TO SERVE ALL OF THESE LOTS. E. DON HUBBLE, AUTHORIZED AGENT PROVIDENCE PROPERTIES, LLC. ACKNOWLEDGMENT CERTIFICATE OF SURVEYOR STATE OF IDAHO) I, AARON L. BALLARD, DO HEREBY CERTIFY THAT I AM A REGISTERED PROFESSIONAL LAND SURVEYOR LICENSED BY THE STATE OF )) SS IDAHO, AND THAT THIS PLAT OF PRESCOTT RIDGE SUBDIVISION No. 2 AS DESCRIBED IN THE "CERTIFICATE OF OWNERS" AND AS ADA COUNTY SHOWN ON THE ATTACHED PLAT, WAS DRAWN FROM AN ACTUAL SURVEY MADE ON THE GROUND UNDER MY DIRECT SUPERVISION AND ACCURATELY REPRESENTS THE POINTS PLATTED THEREON, AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODE RELATING THIS RECORD WAS ACKNOWLEDGED BEFORE ME ON 20_, BY E. DON HUBBLE, AUTHORIZED TO PLATS AND SURVEYS. AGENT, PROVIDENCE PROPERTIES, LLC. \�Npl LAND 5 T 5 �G AARON L. BALLARD, P.L.S. 12459 SIGNATURE OF NOTARY PUBLIC 12459 0 MY COMMISSION EXPIRES q��"4TF Yp��o0 gp0 Lolam BA��PQ� $•l-T,oy2 DEVELOPER ENGINEERING PROVIDENCE 5725 NORTH DISCOVERY WAY BOISE,IDAHO 83713 PHONE(208)639-6939 PROPERTIES, LLC kmengllp.com MERIDIAN,IDAHO JOB NO. 21-221 SHEET 4 OF 5 PLAT OF Prescott Ridge Subdivision No. 2 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 20 HIS AGENT LISTING THE CONDITIONS OF APPROVAL. SANITARY RESTRICTIONS MAY BE REIMPOSED, IN ACCORDANCE WITH SECTION 50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL. PRESIDENT ADA COUNTY HIGHWAY DISTRICT HEALTH OFFICER DATE APPROVAL OF MERIDIAN CITY ENGINEER THE PLAT IS ACCEPTED AND APPROVED THIS DAY OF A.D. 20_, 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 COUNTY TREASURER DATE APPROVAL OF MERIDIAN CITY 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 THE DAY OF , A.D. 20— THIS PLAT WAS DULY ACCEPTED AND APPROVED. CERTIFICATE OF COUNTY RECORDER STATE OF IDAHO SS ADA COUNTY I HEREBY CERTIFY THAT THIS PLAT OF PRESCOTT RIDGE SUBDIVISION No. 2 WAS FILED AT THE REQUEST OF AT _MINUTES PAST O'CLOCK _M., MERIDIAN CITY CLERK THIS DAY OF A.D., IN MY OFFICE AND WAS DULY RECORDED AS CERTIFICATE OF COUNTY SURVEYOR BOOK OF PLATS AT PAGES THRU 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. DEPUTY EX—OFFICIO RECORDER ADA COUNTY SURVEYOR DATE FEE: 'ZNpL LAND �\ 5 @F' 0 12459 99T9TF OFlam DEVELOPER ENGINEERING 5725 NORTH DISCOVERY WAY HON PROVIDENCE E,IDAHO83713 PHONE(208)639-6939-6939 PROPERTIES, LLC kmengllp.com MERIDIAN,IDAHO JOB NO. 21-221 SHEET 5 OF 5