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HomeMy WebLinkAboutFINAL PLAT V1APPROVED )r :: 0 M9122 ...vna:r�o2 S89'22'25"E 105.40_ 2 II I IO IN 4 IV l0 5 - Iv 6 1 W -to�I I� M O c01 -Z I I I7 - A I I I I I I I Q W 0 J F%4 S83'43'26"E /-48.00' rC� S06'16'34"W 28.55' JUMP CREEK 1 SUBDDIVISION NO. 5 BOOK121 PAGE 19001-19003 00'36'46"W 1��1.00' S89'16'45"E _ 664.58_ _ - J276 1819 20 21� 22T23��K�7 W. APGAR ST. JUMP CREEK SUBDDIVISION NO. 1 BOOK 110 PAGES 15795-15799 S86'19'57"E 28 1 29 1 30 13 12 11 10 9 8 6 5 4 3 2 BLOCK 21 1 14 BLOCK 21 15 16 17 18 19 20 7 21 22 23 24 25 W. RIVA CAPRI ST. 7 S89'28'52"E � - 150.001 - 4 I I 5 W I U 0 6OI3 in W M n z 7 INM I 8 I 9 I 1/4 S.28 .. S.27 BRASS CAP CP&F #2015-079246 I I I I I I VM o: z U m N Q O 00 J m N" M JUMP CREEK Z m Z SUBDDIVISION NO. 7 BOOK PAGE S00'33'57"W 93.16' 9 I� 8 t1LUCK 20 8 1 /16 �N00'37'35"E S89'20'19"W N89'16'45"W N00'43'15"E 28 37.00' 497.54' _ _ W. MCMILLAN_RD. 496.74' 49.00' S.33 UNREADABLE - - Line Table Line # Direction Length L1 S06'16'34"W 28.55' L2 S06'16'34"W 28.55' L3 S44'16'45"E 19.91' L4 N45'43'15"E 19.91' L5 S18'26'17"W 4.86' L6 N72'53'43"E 4.86' L7 S45'31'08"W 19.91' L8 S44'16'45"E 19.92' L9 N45'43'15"E 19.91' L10 S89'16'45"E 24.00' L11 S00'31'08"W 19.00' L12 S00'31'08"W 24.00' L13 N00'31'08"E 43.00' Curve Table Curve # Radius Length Chord Bearing Delta C1 276.00' 27.28' 27.27' S03'26'40"W 5'39'48" C2 300.00' 29.65' 29.64' S03'26'40"W 5'39'48" C3 324.00' 32.03' 32.01' S03'26'40"W 5'39'48" C4 324.00' 21.64' 21.64' SO4'21'46"W 3'49'36" C5 324.00' 10.39' 10.39' S01'31'52"W 1*50'12" C6 50.50' 145.22' 100.11' S44'20'00"E 164'45'59" C7 50.50' 35.30' 34.58' N64'20'58"W 40'02'53" C8 50.00' 78.45' 70.64' S44'20'00"E 89'53'31" C9 26.00' 40.79' 36.73' N44'20'00"W 89'53'31" I I 3 M I � N p O POINT OF BEGINNING S.28 S.27 N89'1645W 323.61' S.33 S.34 BRASS CAP CP&F #2015-079245 PLAT SHOWING JUMP CREEK SUDDIVISION NO. 0 LOCATED IN THE SE 1/4 OF THE SE 1/4 OF SECTION 28, T.4N., RAW., BOISE MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO 2021 NOTES: 1. A ten (10) foot wide Pressure Irrigation Easement in favor of the Jump Creek Homeowner's Association and a Permanent Public Utilities and Property Drainage Easement is hereby designated along all lot lines common to a Public Right -of -Way and along all rear lot lines. A five (5) foot wide Public Utilities and Property Drainage Easement is hereby designated along each side of interior lot lines unless otherwise shown. 2. Portions of Lot 18, Block 19, Lot 9 and 10, Block 20 and Lot 14, Block 21 are servient to and contain the ACHD Storm Water Drainage System. These lots are encumbered by that certain Master Perpetual Storm Water Drainage Easement recorded on May 8, 2009 as Instrument No. 109053259 and First Amended Master Perpetual Storm Water Drainage Easement recorded on November 10, 2015, as Instrument No. 2015-103256, Official Records of Ada County, and incorporated herein by this reference as if set forth in full (the "Master Easement"). The Master Easement and the Storm Water Drainage System are dedicated to ACHD pursuant to Section 40-2302 Idaho Code. The Master Easement is for the Operation and Maintenance of the Storm Water Drainage System. 3. Any Re -Subdivision of this Plat shall be in compliance with the most recently approved Subdivision Standards of the City of Meridian. 4. This development recognizes Idaho Code Section 22-4503, right to farm act, which states: "No agricultural operation, agricultural facility or expansion thereof shall be or become a nuisance, private or public, by any changed conditions in or about the surrounding nonagricultural activities after it has been in operation for more than one (1) year, when the operation, facility or expansion was not a nuisance at the time it began or was constructed. The provisions of this section shall not apply when a nuisance results from the improper or negligent operation of an agricultural operation, agricultural facility or expansion thereof." 5. Maintenance of any Irrigation or Drainage pipe or Ditch crossing a lot is the responsibility of the lot owner unless such responsibility is assumed by an Irrigation/Drainage District. Irrigation water has been provided by Settlers Irrigation District in compliance with Idaho Code Section 31-3805(1)(b). Lots within the subdivision will be entitled to Irrigation Water Rights, and will be Obligated for Assessments from Settlers Irrigation District. 6. The bottom elevation of all structural footings shall be set a minimum of 12-inches above the highest established normal Ground Water Elevation. 7. Lots 18, 25, and 31, Block 19; Lot 9, Block 20, and Lots 1,7, and 14, Block 21 are common lots which shall be owned and maintained by the Jump Creek Homeowners Association . All common lots are subject to a blanket public utility, drainage and irrigation easement. Lot 7, Block 20 is non buildable lot until re -subdivided. Lot 8, Block 20, is a future right -of way lot. 8. ACHD License Agreement - See Inst. 9. Creason Lateral Easement - See Inst. ____________ 10. Direct Lot or parcel access to W McMillan Road is prohibited. 11. City of Meridian Water & Sewer Easement - See Inst. ____________ LEGEND ------- SUBDIVISION BOUNDARY - - - SECTION LINE - - - - - EASEMENT LINE (SEE NOTE 1) ----- ------ EXISTING EASEMENT LINE (AS NOTED) - STREET CENTERLINE LOT LINE EXISTING PARCEL LINE 6 LOT NUMBER ACHD STORM DRAIN EASEMENT SEE NOTE 2 SET 1/2" x 24" IRON PIN WITH PLASTIC CAP, PLS 7729 FOUND BRASS OR ALUMINUM CAP MONUMENT AS NOTED FOUND 5/8" IRON PIN WITH PLASTIC CAP PLS 7729 UNLESS NOTED OTHERWISE 0 SET 5/8" x 24" IRON PIN WITH PLASTIC CAP. PLS 7729 \QNPL LANo'. S 5\GENSF� G,pG O L 7729 0 N O S �ORV G. 0, 100 0 50 100 200 GREGORY G CARTER, PLS 7729 SCALE IN FEET 1DAHO 9955 W.URVEYE ERALDOUP ST 1 " = 100' BOISE, ID 83704 SHEET 1 OF 4 APPROVED )r :: 0IM9/22 _..vna:a,o2 S89'22'25"E 105.40' o Ipl 101 �I I I 7 _.101.18- ____- -N89'22'25"W --l10Il 01 O I I (V Lo O In Q 0 Dj L 901.03'-----� M S83'43'26"E Mooa.000 S06'16'34"W J J 28.55' I---N89'22'25'W-- p1 V Ip io loci 101 m O4 Lo `----101.04' ----� o ---N89-22'25"W--- v i O lot loi o i0 w NL O IL ----101.05, ---- n - 1 II---N89'22'25"W--- I z 0 lot OI NL O i0 iN 1----101.06'----J N89'22'25"W O � U • S00'36'46"W 91.00, Q 50.11' W _ D o J IS S O 45.42' 5670C Z 3 _ 3 0, 0, o o n co c6'Mo 18 L6 V) ° o N O in !� 31.20' 1 56.00 of � io a o N n M 1 � z 31.06' o m o O 1N N I Qp - ��w 0a m m 0 Z N 14 Z • O9 \ °8 _ _ _ _ 56.00 _ _ _ _ 0-0'- 74. S89'16'45"E 664.58' 54.00 r----6" 3 r-----' --- --- r------- r-57.5.0 ---- r--4.0O l 20.00' 25 ------ r ---- ---- ---- r19 I I I 3 3 3 3 3 BLOCKi 3 o o q 20 4 N 21 0 22 0 o 23 R � n 24 0, 3 0 26 o n o 27 O1o0 rnp °i0 rnO O10 ��mo rn0 1 V) 1 1 N I (n N N 20.00'1 O to N 0 J L------- J 56.00' L------- J 56.00' L------- 54.On' L------- FA nn' L______J ad nn• L______-I �. . N89'16'45"W 667.55' - - N89'16'45"W 743.77' W. APGAR ST. N89'16'45"W 667.67' O o �V000, O _ 56.00 56.00' 56.00' 54.00 54.00 54.00 I I I I I I I I I I I I I I I I I I n o o o O n o o � o o � o o o 13 �v0001 12 70 11 �0 10 �o O oo O$ o I I I 0 I I O I I O N I I p N I I I I 56.00, 56.00' 56.00' 54,00' 54.00' 54.00' I I I I I I I I I I I 3 I i I I 3 i I I 3 i I 3 I i I I 3 1 I I 3 I 15 O M 16 O M 17 o M 1H o 'LO 19 0 O to - 20 0 o 0 o o 0 M b 0 N o o In N N O j 18.83' 1 i 20.00 _ -_J 56.00' L------- J 56.00' L------- J 56.00' L------- L______J ------- jpA 54.00' 54.00' 54.00' o a 0 rvo� ID RD w ODD.I I W. RIVA CAPRI ST. n� D n 7 I I L JUMP CREEK SUBDIVISION NO. 6 S86'19'57"E 30.05' -� 54.00' r------ i 54.00' r--------I 53.16' 0 1.00'. I I 3 I 13 I I � r-------1 I 3 I w 31 o 28 0 29 0 n oo 3D Mo o n 4'0 N 4'0 N om Z _J I L______J I L------ J I L--- 16_88J ----------- 54.00' 54.00' 54.00' 54.00' 53.64' r------� I I r------� I I r------� I I r- - ---� I r------� 3 I 1 I 3 1 3 i I 3 i I I 3 w O I O M O � o � o � O o 0 O o O O O o I I I o o o I I I I I I I I I I I I I I I I I 54.00' 54.00' 54.00' 54.00' 54.00' I I I I I I I I I I I I I I I 3 i 3 i 3 i I 3 j I I 3 w n 21 o M 22 o M 23 o M 24 o OD M 25 0 0 0 o a o 0 -D a n O O O O V) I 1 N N I N I N Z I I I I I I I I I 16.92' 54.00' 54.00' 54.00' 54.00' 54.36' 0 S89'16'45"E 694.27' W. RIVA C Z S89'16'45"E 718.36' '0 M n µl Ih 0 I e a' W Ln Z n O ") N M � 3 � W aD M O 2i 3 3 v0i a' '0 N 0 (n o 0 Lo 24.00-124.00' S89'28'52"E 150.00' O 01 O 0 of of Lo NI LI ---589'28'52"E---' ---- 101.00'____ OI o 5 I O o OI �I j01 I� wl L ---589'28'52"E---J 1 -----I Ul.00`---Y UI �io � d col Z O Inl Icnl M -- S89'28'S2"E---' I 3 e ---- .101.00''___- i 00 I O Oc�lj 7 of M clnol i�l 0 O N � I 101.00'____ LoI�I ICI ---589'28'52"E---J r---- 101.00' ----1 1 0l I K O I�1 �i 27.51' 1 I L_____________J S89'16'45"E S00'33'57"W +L�- ----100.98'--- - 93.16' EE NOTOpL13 (q 1r -- ----j 100.94' I I kb.. o 22.DD - 4• p`L y, ^' \ 7 I SEE NOTE 9 MI M ti� O n N MI 60 1 S89'16'45"E I L - - - Z S89'16'45"E BLOCK 2O �,4.0A'11"E 140.00' i+1 to S89'16'45"E 135.18' O 804.19' SSEEO NOTE 9 O opl O O POINT OF S89'20'19"W N89'16'45"W 496.74'--- �� BEGINNING :37.00' 00'37'35"W o 497.54' S00'43'15"W S89'16'45"E aUNREABLE 49.00' W. MCMILLAN RD. LEGEND -- SUBDIVISION BOUNDARY - - - SECTION LINE EASEMENT LINE (SEE NOTE 1) EXISTING EASEMENT LINE (AS NOTED) STREET CENTERLINE LOT LINE �� EXISTING PARCEL LINE l 6 LOT NUMBER ACHD STORM DRAIN EASEMENT SEE NOTE 2 • SET 1/2" x 24" IRON PIN WITH PLASTIC CAP, PLS 7729 FOUND BRASS CAP MONUMENT FOUND 5/8" IRON PIN WITH PLASTIC CAP PLS 7729 UNLESS NOTED OTHERWISE Q SET 5/8" x 24" IRON PIN WITH PLASTIC CAP. PLS 7729 NOTE: SEE SHEET 1 OF 4 FOR NOTES. SEE SHEET 1 OF 4 FOR LINE & CURVE TABLES. 0 30 60 120 SCALE IN FEET 1"=60' \�NNL LgNQ s ��50 ENSF� G,pG 0 1 7 729 A' N O T c�c�RY G. GREGORY G CARTER, PLS 7729 IDAHO SURVEY GROUP 9955 W. EMERALD ST BOISE, ID 83704 SHEET 2 OF 4 (jyfE ID$ ]AN_ - APPROVED DATE: OS/19122 HAMMER JUMP CREEK SUBDIVISION NO. 6 CERTIFICATE OF OWNERS Know all men by these presents: That Corey Barton Homes, Inc., dba CBH Homes, an Idaho Corporation, is the owner of the property described as follows: A parcel of land located in the SE 1/4 of the SE 1/4 of Section 28, Township 4 North, Range 1 West, Boise Meridian, Meridian, Ada County, Idaho being more particularly described as follows: Commencing at the SE corner of said Section 28 from which the E1/4 corner of said Section 28 bears North 00°31'08" East, 2637.33 feet; thence along the South boundary line of said Section 28 North 89°16'45" West, 323.61 feet; thence leaving said South boundary line North 00°43'15" East, 49.00 feet to a point on the North right-of-way line of W. McMillan Rd., said point also being the REAL POINT OF BEGINNING; thence along the North right-of-way line of W. McMillan Rd. the following 2 courses and distances: thence North 89'16'45" West, 496.74 feet; thence South 89°20'19" West, 497.54 feet to a point on the West boundary line of the SE 1/4 of the SE 1/4 of said Section 28; thence along said West boundary line North 00°37'35" East, 677.13 feet; thence leaving said West boundary line South 89o22'25" East, 105.40 feet; thence South 83°43'26" East, 48.00 feet; thence South 06'16'34" West, 28.55 feet; thence 27.28 feet along the arc of a non -tangent curve to the left, said curve having a radius of 276.00 feet, a central angle of 05°39'48" and a long chord which bears South 03o26'40" West, 27.27 feet; thence South 00°36'46" West, 91.00 feet; thence South 89'16'45" East, 664.58 feet; thence South 86°19'57" East, 30.05 feet to the SW corner of Jump Creek Subdivision No. 1 as filed in Book 110 of Plats at Pages 15,795 through 15799 records of Ada County, Idaho; thence along the southerly boundary line of said Jump Creek Subdivision No. 1 South 89o28'52" East, 150.00 feet; thence leaving said southerly boundary line South 00°31'08" West, 317.48 feet; thence South 00°33'57" West, 93.16 feet; thence South 00°43'15" West, 102.35 feet to the REAL POINT OF BEGINNING. Containing 12.31 acres, more or less. 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 permanent structures are to be erected within the lines of said easements. All lots in this plat will be eligible to receive water 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. Corey Barton Homes, Inc., dba CBH Homes Corey D. Barton, President CERTIFICATE OF SURVEYOR I, Gregory G. Carter, do hereby certify that I am a Professional Land Surveyor licensed by the State of Idaho, and that this plat as described in the "Certificate of Owners" 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 to plats and surveys. Gregory G. Carter ACKNOWLEDGMENT State of Idaho ) ) s.s. County of Ada ) '(33PL LANp ocENgF� SGpG' o P.L.S. No. 7729 7 729 N O 9 � o 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 Corey Barton Homes, Inc., and Idaho Corporation, dba CBH Homes, the corporation which executed the within instrument and acknowledged to me that he executed the same of behalf of said corporation. In witness whereof, I have hereunto set my hand and affixed my official seal the day and year in this certificate first above written. My commission expires Notary Public for Idaho Residing in , Idaho SHEET 3 OF 4 I 1119 E. SIAIE 5I REEI,SDIIE210 IEL 208-938-0013 EAGLE, ID 83616 www.baileyengineers.com DIAN,-- APPROVED/ DATE' 05/19/22 { IIE NUM BEP'.11za1 JUMP CREEK SUBDIVISION NO. 6 HEALTH CERTIFICATE Sanitary restrictions as required by Idaho Code, Title 50, Chapter 13 have been satisfied based on a review by a Qualified Licensed Professional Engineer (QLPE) representing Meridian City Public Works and the QLPE 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 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 APPROVAL OF ADA COUNTY HIGHWAY DISTRICT The foregoing plat was accepted and approved by the Board of Ada County Highway District Commissioners on the day of 20 ACHD President APPROVAL OF CITY ENGINEER I, the undersigned, City Engineer in and for the City of Meridian, Ada County, Idaho, hereby approve this plat. City Engineer APPROVAL OF CITY COUNCIL Date I, 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. City Clerk, Meridian, Idaho CERTIFICATE OF COUNTY SURVEYOR I, the undersigned, Professional Land Surveyor for Ada County Idaho, hereby certify that I have checked this plat and that it complies with the State of Idaho Code relating to plats and surveys. County Surveyor CERTIFICATE OF 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. Date COUNTY RECORDER'S CERTIFICATE State of Idaho ) ) s.s. County of Ada ) County Treasurer I hereby certify that this instrument was filed for record at the request of past O'clock M. on this day of Pages Instrument No. Deputy at 20 , in Book Minutes of plats at Ex-Officio Recorder o�c.ENS Fo 7729 C'i'<c9TF 0 F CRY G. G P� SHEET 4 OF 4 I 1119 E. SIAIE 5I KEEI,WIE2I0 IEL 208-938-UU13 EAGLE, ID 83616 w .baileyengineem.com