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CC - Final Plat PLAT SHOWING BARAYA SUBDIVISION NO . 6 .., BASIS OF BEARINGS LOCATED IN THE NE 1 /4 OF THE NW 1 /4 . „ ... ... .... . ......... ................................ �N 89'15'34" w 2s4o.5s•........................... ...... ............... .. .. . ... _ . OF SECTION 15, T.3N., RAW., B.M. s.s . , . . N 89'15'34" w /Ikw 1/16 W. FRANKLIN RD. . s.10 MERIDIAN, ADA COUNTY, IDAHO S.16 S.15 1320.28 ALUMINUM CAP S.15 1/4 ALUMINUM CAP 2020 CP&F 2018-016068 CP&F 2018-088997 ALUMINUM CAP PLS 14221 PLS 14221 CP&F 2018-088996 PLS 14221 NOTES: QM 1. A ten (10) foot wide Permanent Public Utilities, Property Drainage, and Pressure Irrigation Easement 0 0 w is hereby designated along all lot lines common to a Public Right-of-Way and along all rear lot r) o lines. A five (5) foot Public Utilities and Property Drainage Easement is hereby designated along each I- � 00 side of interior lot lines except in Block 19 & 20 or as otherwise noted at eight (8) feet wide. 0 N 3 e 2. Lot 16-17, Block 2 and Lot 18, Block 16 are common lots to be owned and maintained by the Y Baraya Subdivision Homeowners Association. All common lots contain a blanket Nampa & Meridian w Irrigation District Pressure Irrigation Easement. 0 o BARAYA SUBDIVSION N 3. Any Re-Subdivision of this Plat shall be in compliance with the most recently approved Subdivision i N NO. 5 Standards of the City of Meridian. C?�I Z 4. This development recognizes Idaho Code Section 22-4503, right to farm act, which states: "No REAL POINT • " agricultural operation, agricultural facility or expansion thereof shall be or become a nuisance, private OF BEGINNING Q S89 20 00 E 105.02 or public, by any changed conditions in or about the surrounding nonagricultural activities after it has 0 S00.40'00"W 31.3fi been in operation for more than one (1) year, when the operation, facility or expansion was not a nuisance at the time it began or was constructed. The provisions of this section shall not apply when 1 a nuisance results from the improper or negligent operation of an agricultural operation, agricultural S89720'00"E 286.00 facility or expansion thereof." 5.16 5.15 ( 2 2 5. Maintenance of any Pressure Irrigation or Drainage pipe or Ditch crossing a lot is the responsibility of the lot owner unless such responsibility is assumed by an Irrigation/Drainage District. Irrigation water BRASS CAP 1 O I has been provided by Nampa & Meridian Irrigation District in compliance with Idaho Code Section CP&F 112067281 31-3805(1)(b). Lots within the subdivision will be entitled to Irrigation Water Rights, and will be PLS 7729 I O O Q Obligated for Assessments from Nampa & Meridian Irrigation District. 1 O O 1 6. The bottom elevation of all structural footings shall be set a minimum of 12-inches above the 4 4 I highest established normal Ground Water Elevation. 8 7. This plat is subject to a development agreement Instr. No. 107123289. Records of Ada County. O o o 1 LIJ I 8. Nampa & Meridian Irrigation District Pump Station Operation and Maintenance Agreement Instr. No. Records of Ada County. IO -J O I 9. ACHD License Agreement Instr. No. O }- 10. ACHD Permanent Easement Instr. No. 1 Q p U � O IM O - 7 3 11. Lots 2-13, Block 19 and Lots 2-13, Block 20 are alley-loaded lots. No driveways shall be ___I i0 constructed over pressure irrigation services. See Nampa & Meridian Irrigation District License N 10 Q 8 1 0 Agreement Inst. No. N. O to � O � � 12. City of Meridian Sewer Easement - Inst. No. 106122360 UNPLATTED o g o NI 11 Q J J O N 13. Lot 17, Block 2 shall be subject to an Existing Nampa Meridian Irrigation District for the Marvin to 1 O 0 1 Lateral Easement. Instr. No. I w a Ul) m 10 10 r M i 0 (n 11 11 BARAYA SUBDIVSION o O O NO. 5 0 Z 12 12 i I 13 LEGEND I 13 13 0 --- ---- SUBDIVISION BOUNDARY 7 Q S50'17'41"W 21.72 --- SECTION LINE 14 89'20'00"W 8.91 - - - - -'- - - EASEMENT LINE (SEE NOTE 1) 1004000W 43.00 W. COBALT ST. I " --------------- EXISTING EASEMENT LINE (SEE NOTE 13) 1 STREET CENTERLINE l 89'20'00"E 9.22LOT LINE S43'17'30"E 23.44 Q LOT NUMBER I i(20 FOUND ALUMINUM OR BRASS CAP MONUMENT AS NOTED 1 16 23 22 21 20 19 13 O FOUND 5/8" IRON PIN, PLS 7729 I N 0 FOUND 1/2" x 24" IRON PIN I1 WITH PLASTIC CAP, PLS 7729 1 18 BL O K 16 I M SET 1/2' x 24' IRON PIN 1 p WITH PLASTIC CAP, PLS 7729 16 __ __ SET 5/8" x 24" IRON PIN N r - S " - 0 WITH PLASTIC CAP, PLS 7729 ' �GENSFO GAG ALUMINUM CAP N89'1516 W 391.00 CP&F #103095844 7 7 2 9 PLS 3624 UNPLATTED N� v�ZaZ� .Z° G'PFCTF OF ORY G.G P GREGORY G CARTER, PLS 7729 IDAHO SURVEY GROUP 9955 W EMERALD STREET BOISE, ID 83704 J60 0 30 60 120 alley Engineering, Inc. SCALE IN FEET CIVIL ENGINEERING I PLANNING I CADD 1119 E. ATEL SEE SHEET 2 OF 4 FOR LINE AND CURVE TABLES 1 "=60' SHEET 1 OF 4 EAGLE, ID STATE SUITE 210 www baileyengineers.o1m BARA YA SUBDIVISION NO . Line Table Curve Table Line # Direction Length Curve # Radius Length Chord Bearing Delta L1 S871O'30"E 23.99 C3 77.00 63.37 61.60 N2414'40"E 47'09'20" S89'20'00"E 105.02 L2 N47'49'20"E 26.08 C4 100.00 41.15 40.86 N1227'20'E 2334'40" -�-- - L3 S02'49'20"W 3.53 C5 100.00 41.15 40.86 N36'02'00"E 23'34'40" - - - -- - - - - S00'40'00"W 31.36 T I I o 1i� L4 S4749'20"W 30.26 C6 100.00 82.30 80.00 S24'14'40"W 47'09'20" 1 (0 I LO o� NOTE 1 '200"E 286.0 0 I� -II g O C7 123.00 99.02 96.37 S24'45'35'W 46'07'31' 1 ' ' " to I O --- -- ---- L - 23.0 23o -110.00'- - - o20.00' - : -110.00'- L6 S4418'30"E 22.88 01 8 10 SEEOS892000E lO ° - NOTE 1 L7 N60'34'31`E 15.96 N I N N Ni- - -105.02'- - - I L8 S59'14'31`E 20.57 101 7 i s 23.0' f 23.0 g i N89 20'OOO 110.00 I o I N89'20'003w 110.00 1$I 10' SEE 110, O I N 1N NI O � N NOTE 1 1 I O N892000"W 110.00 L - - " J 0 O 1 o c I N89 20'00� 109.99 I$1 S89'20 00 E- - L._ U -w�- -105.02'- - - � W NI 1 N NI 1 NI 10 IN 0 10 ' �' o o! Nss2o'oo"w 110.0o J �'b I Nss20'00'w 109.99 1- LEGEND Igl-�z Ig o oz 0,I 5 0 0 Iol 0Of vi of 1 � of ------- SUBDIVISION BOUNDARY NI-- - - - - - - - - - 04 NL_ - - - - - - - - JNI L -S89'20'00"E- - J �� --- SECTION LINE 1- i -105.02'- - - 1 M c i -N89'20'OOO 110.00- 7 0 00 0 I- -N89'20'00'W 109.99- 7 o - - - - - - - - EASEMENT LINE (SEE NOTE 1) 101 O9 1 0 N I 'm , o)I O I Oi I M --------------- EXISTING EASEMENT LINE (SEE NOTE 13) 1 N M M N! ! N 1 � STREET CENTERLINE L - -S89'20'00"E- -' J Q i N89'20'OOO 110.00 O l© gw o '00 I N89'20'00�(11 109.98 1 o M LOT LINE 10 SEE--�I - - -105.02'- - - 3 N N N I N 0 NIA 1 N I 3• NOTE 1 0 i N 10 $ LO Q I M o g N89'20'0 " 110.00 o o b b N89'20'00"w 109.98 O N Q LOT NUMBER g M } 3 M N I s V l z z N I V O I FOUND ALUMINUM OR BRASS I L - -S89'20'00"E- - J Q o I I N 16 109.98' I N I CAP MONUMENT AS NOTED 41 ow o 0 0 l N89'20'00'W 110.00 J 1. 1 N89'20'00"W 1- O - -105.01 - - - , o Q g "oo 1 s flj $ g m O 101 N O FOUND 5/8" IRON PIN, PLS 7729 n '0 bp 11 log m co o NL - - _ O - - NL_ _ - _ - - _ _ - JN o FOUND 1/2" x 24" IRON PIN 04 i g I J Uj WITH PLASTIC CAP, PLS 7729 I LC J g z I a N89'20'00'W 110.00- -I c r- -N89'20'00'W 109.97- b W -S89'20'00`E- - 10 o g 01 • a; Q I oil 1 o SET 1/2" x 24" IRON PIN r - - -105.01'- - - N I 1 N N I 1 N WITH PLASTIC CAP, PLS 7729 m 1 76'12'00"E lb o " SET 5 8' x 24" IRON PIN 12.3158' 12 I g I i N89'20 001 W 110.00 1 0 i N89'20 0011 109.97 I o; • / WITH PLASTIC CAP, PLS 7729 Z74N I Id - -92.95'- - J N N 12.08' SEE i F- -N89'20'p00"E I I N89'20'00 w 110.00 1 o o I N89*20'00` 109.97 0 ---.I N 04 12 I �1 NOTE 13 o NOTE 1'l 0 1 N N 1 NI 0 1 13 I u00i N89'20'00"W 110.00 1 b o, N89.20'00"W 109.96 1 N 13 I N 1 10' SEE 13 N I- - -93.27'- - -� �a,� - - - - - - - ��N <�NOTE1 - - - - - � 17 o i -N89'20'00"W- 0 I S89-20-00"E 80.03 S89.20'00"E 75.62 O S50'1 T41"W 21.72 1 rn 14 ( o N 89'20'00"W 8.91 in 1 EE NOTE 13 I g --_- _ _ S89'20'00'E 237.50 _ _ _ I to - -93.53'- - '�' W. COBALT ST. in ✓-S00'40'00"W 43.00 N89'20'00"W- o 0 i " N 13 (- - 0 M S8 •20 0o E 206.7 S89'20'00"E 9.22 1 LO 01 N 3s.o5' 40.00' So.o2' 40.00' 38a2' ° S43'17'30"E 23.44 M 'd 15 • v 5' SEE 71 F - - - -� f- - � -I �- N 16.22' I NOTE 1 1 ( 1 I I w I I I � L _ - - 86.42'- - J v 1 1 3 1 3 1 3 0 3 1 � N89'20'00'W p �v 3 I coo iq o 0 0 z�` 1 �1.89' °� h � 1 00 �g �g _N _N cV I `rsrS �s 16 ?.0.V � n � L1 ?moo, v� N I 23 o z l I 22 I I 21 I I 20 I I i s 11 � � .tio7 • I � I 1 LOCK 116 18 L _ _ � J L �J L � J L _ .J L _ _ � J 1g N N 5�` 6p• 55.13 40.00 50.02 40.00 55.00 i N /� ��CEN � `sG� �.lk N89'15'16'W 2 .15 51.89' #1 33.77' L3 301.67' 15.00' o l N8915'16"W 391.00 o 77( 29 Np�(taI�ZU �0 c�RY GREGORY G CARTER, PLS 7729 IDAHO SURVEY GROUP 9955 W EMERALD STREET BOISE, ID 83704 50 0 25 50 100 SCALE IN FEET 1 " = 50' Joalley Engineering, Inc, CIVIL ENGINEERING I PLANNING I CADD STATE1119 E. TEL SEE SHEET 1 OF 4 FOR NOTES SHEET 2 OF 4 EAG E, D 616.,SUITE 210 www baileyenginee1 rs.om BARAYA SUBDIVISION NO . CERTIFICATE OF OWNERS Know all men by these presents: That Challenger Development, Inc., an Idaho Corporation, is the owner of the property CERTIFICATE OF SURVEYOR described as follows: I, Gregory G. Carter, do hereby certify that I am a Professional Land Surveyor licensed by the State of Idaho, and A parcel of land located in the in the NE 1/4 of the NW 1/4 of Section 15, T.3N., R.1 W., B.M.„ Ada County, Idaho more particularly described that this plat as described in the "Certificate of Owners" was drawn from an actual survey made on the ground as follows: under my direct supervision and accurately represents the points platted thereon, and is in conformity with the State of Idaho Code relating to plats and surveys. Commencing at the N1/4 corner of said Section 15 from which the NW corner of said Section 15 bears North 89'15'34" West, 2640.56 feet; LA P thence along the North boundary line of said Section 15 North 89'15'34" West, 1 ,320.28 feet to the W 1/16 corner of said Section 15; thence along the West boundary line of Baraya Subdivision No. 1 as filed in Book 111 of Plats at Pages 15916 through 15919, records a 7129 0 of Ada County and the West boundary line of Baraya Subdivision No. 5,as filed in Book of Plats at Pages through , records of Gregory G. Carter (P �e0)�� 0 P.L.S. No. 7729 Ada County, Idaho and the northerly extension thereof South 00 39 51 West, 801 .73 feet to the SW corner of Lot 5, Block 2 of said Baraya Q TF of \�P.��� Subdivision No. 5, said point also being the REAL POINT OF BEGINNING; coRY G.G thence along the exterior boundary line of said Baraya Subdivision No. 5 the following 10 courses and distances: thence South 89°20'00" East, 105.02 feet; thence South 00040'00" West, 31 .36 feet; thence South 89°20'00" East, 286.00 feet; thence South 00040'26" West, 311 .93 feet; thence South 50017'41" West, 21 .72 feet; ACKNOWLEDGMENT thence North 89°20'00" West, 8.91 feet; State of Idaho ) thence South 00°40'00" West, 43.00 feet; thence South 89020'00" East, 9.22 feet; ) s.s. thence South 43'17'30" East, 23.44 feet; County of Ada ) thence South 00039'42" West, 110.36 feet to a point on the South boundary line of said NE 1/4 of the NW 1/4 of Section 15; thence along said South boundary line North 89015'16" West, 391 .00 feet to the NW 1/16 corner of said Section 15; On this day of , 20 , before me, the undersigned, a Notary Public in and for said State, personally appeared Corey D Barton, known or identified to me to be the President of Challenger thence along the West boundary line of said NE 1/4 of the NW 1/4 of Section 15 North 00°39'51" East, 527.06 feet to the REAL Development Inc., an Idaho Corporation, the corporation that executed the instrument or the person who executed POINT OF BEGINNING. Containing 4.50 acres, more or less. the instrument on behalf of said corporation and acknowledged to me that said corporation executed the same. In witness whereof, I have hereunto set my hand and affixed my official seal the day and year in this certificate first above written. It is the intention of the undersigned to hereby include the above described property in this plat and to dedicate to the public, the public streets as shown on this plat. The easements as shown on this plat are not dedicated to the public. However, the right to use said easements is hereby perpetually reserved for public utilities and such other uses as designated within this plat, and no My commission expires Notary Public for Idaho permanent structures are to be erected within the lines of said easements. All lots in this plat will be eligible to receive water Residing in , Idaho service from an existing City of Meridian main line located adjacent to the subject subdivision, and the City of Meridian has agreed in writing to serve all the lots in this subdivision. Challenger Development Inc., an Idaho Corporation Corey D. Barton, President alley Engineering, Inc. CIVIL ENGINEERING ' PLANNING I CADD SHEET 3 OF 4 1119 E.STATE STREET,SUITE 210 TEL 208-938-0013 EAGLE, IDAHO 83616 www.baileyengineers.com BARAYA SUBDIVISION NO . HEALTH CERTIFICATE CERTIFICATE OF COUNTY SURVEYOR Sanitary restrictions as required by Idaho Code, Title 50, Chapter 13 have been satisfied based on a review by I, the undersigned, Professional Land Surveyor for Ada County, Idaho, hereby certify that I have checked this a Qualified Licensed Professional Engineer (QLPE) representing Meridian City Public Works and the QLPE plat and that it complies with the State of Idaho Code relating to plats and surveys. approval of the design plans and specifications and the conditions imposed on the developer for continued satisfaction of the sanitary restrictions. Buyer is cautioned that at the time of this approval, no drinking water extensions or sewer extensions were constructed. Building construction can be allowed with appropriate building permits if drinking water extensions or sewer extensions have since been constructed or if the developer is simultaneously constructing those facilities. If the developer fails.to construct facilities, then sanitary restrictions may be reimposed, in accordance with Section 50-1326, Idaho Code, by the issuance of a County Surveyor Certificate of Disapproval, and no construction of any building or shelter requiring drinking water or sewer/septic facilities shall be allowed. Central District Health Department Date CERTIFICATE OF COUNTY TREASURER I, the undersigned, County Treasurer in and for the County of Ada, State of Idaho, per the requirements of APPROVAL OF ADA COUNTY HIGHWAY DISTRICT 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. The foregoing plat was accepted and approved by the Board of Ada County Highway District Commissioners on the day of , 20 Date County Treasurer President ACHD COUNTY RECORDER'S CERTIFICATE APPROVAL OF CITY ENGINEER State of Idaho ) 1, the undersigned, City Engineer in and for the City of Meridian, Ada County, Idaho, hereby approve this plat. ) s.s. County of Ada ) I hereby certify that this instrument was filed for record at the request of _ at Minutes past O'clock M. on this day of 20 , City Engineer Date in Book of plats at Pages Instrument No. Deputy Ex-Officio Recorder APPROVAL OF CITY COUNCIL 1, the undersigned, City Clerk in and for the City of Meridian, Ada County, Idaho, hereby certify that at a regular meeting of the City Council held on the day of , 20 , this plat was duly accepted and approved. SN AN� G s O �G 7729 N''e)jtu)1 ° alley Engineering Inc, CityClerk, Meridian, Idaho � cOF °F \P � RY G. CIVIL ENGINEERING I PLANNING 1 CADD SHEET 4 �F 4 1119 E. STATE STREET,SUITE 210 TEL 208-938-0013 EAGLE, IDAHO 83616 www.baileyengineers.com