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HomeMy WebLinkAboutCC - Revised Plat4 PLA T OF BOOK PAGE BASIS OF BEARING 1S GRID NORTH, IDAHO STATE PLANE COORDINATE SYSTEM, WEST� VISION TA ZONE, NORTH 8921'10" EAST BETWEEN THESUMMER"WOOD CENTER 1/4 CORNER AND THEE 1/4 SCALE CORNER OF SECTION 27 REPLA T OF LOTS 6 & 7, BLOCK 2 BLACK CAT ESTA TES NO . 2 80 0 40 80 1 1 SE1 /4 SW1 /4 SECTION 27 T. 4 N., R. 1 W.) B. M.) ( FEET ) CITY OF MERIDIAN, ADA COUNTY, IDAHO 1 INCH = 80 FT. 2019 LEGEND 0 0 Q 1Ism i!firCORIll IVACm��[ X190 FOUND 5/8" REBAR WITH YELLOW PLASTIC CAP, PLS 10729 FOUND 5/8" REBAR/CAP PLS 4347 UNLESS OTHERWISE NOTED SET 5/8" REBAR WITH YELLOW PLASTIC CAP, PLS 10729 SET 5/8" REBAR WITH ALUMINUM CAP, PLS 10729 SUBDIVISION BOUNDARY LINE RIGHT-OF-WAY LINE RIGHT-OF-WAY CENTERLINE INTERIOR LOT LINE SII. mi, 0EN mmll SECTION/ALIQOUT LINE LOT NUMBER 15R IsIltPOB POINT OF BEGINNING LINE TABLE LINE # BEARING DIST. L1 N4622'54"E 22.75 L2 N52'46'12"E 24.66 L3 S4611'06"E 22.06 L4 S44'50'46"E 22.93 L5 NO'22'45"W 16.06 L6 N47'44'37"E 22.25 L7 S46'39'26"E 22.25 L8 S8917'46"E 17.90 L9 N019'01"E 15.90 L10 N8917'17"W 15.51 Lll SO'26'26"W 10.00 L12 N8917'17"W 10.00 CURVE TABLE CURVE # DELTA RADIUS LENGTH CH. BEARING CH. DIST. Cl 134'53'38" 45.58 107.31 N66'44'06"W 84.19 C2 4453'38" 25.00 19.59 S6815'54"W 19.09 C3 12'45'55" 45.58 10.16 1 N521 2'03"E 10.13 C4 33'01'26" 45.58 26.27 N75'05'43"E 25.91 C5 33'31'48" 45.58 26.67 S71 *37'40"E 26.29 C6 89'36'47" 75.00 117.30 S4429'23"E 105.71 C7 89'36'47" 50.00 78.20 S44'29'23"E 70.47 C8 89'36'47" 25.00 39.10 S44'29'23"E 35.24 C9 90'23'13" 75.00 118.32 j N45'30'37"E 106.42 C10 90'23'13" 50.00 78.88 N45'30'37"E 70.95 C11 90'23'13" 25.00 39.44 N45°30'37"E 35.47 C12 49'05'01" 75.00 64.25 N24'51'31"E 62.30 C13 4118'12" 75.00 54.07 N70'OS08"E 52.90 C14 3°48'12" 75.00 4.98 58723'40"E 4.98 C15 41'52'42" 75.00 54.82 S64'33'13"E 53.61 C16 43'55'53" 75.00 57.51 S21 *38'56"E 56.11 m CQ E" O U� 0- W1/4 CORNER SECTION 27 3.5" BRASS CAP CORNER RECORD NO. 2015-079246 L11 N89'20'10"W 2649.83' VICENZA COMMONS S8917'46"E 669.36' 89.45' C1/4 CORNER 81.50' SECTION 27 81. 50' CHISELED 'X' 82.40' CORNER RECORD NO. 99113299 cn BL OCK > Ci cel ►�a NO CAP o a� o o� Cb rr�9 o o� N POB1. 23 89.45' 81.50' 81.50' 81.50' 81. 50' 81. 50' 82.40' 90.00' 5/8" REBAR BL OCK > NO CAP o a� o o� o o� o o� o o^ o o� o w^ o ,� 10,747 SF b ai 9,778 SF o rn 9, 778 SF o z 9, 778 SF o rn 9, 778 SF z rn `� 9, 77$ SF rn o �' r 9,886 SF o a, a' 10,797 SF Z z Z 89 71' 81 50' _ _ _ 81.50 _ 81.50 81.50 _ _ _ 81.50 _ 82.40' 90.00'_ _ S89'1 7'4 W. WAPOOT ST. - N _ _ _ _ _ S89'17'46"E _ S89'17'46"E N 164.77' 354.91'- - .0 150.00' I, � -- --;F' �L�43.0' _-X27.0' __ _43.0126.82' 8 2,115 S - - �- -, 857 SF 1 112.00'667.00' 72.00' 2.00' 67.90 fS89'17'46"E 139.85' w D A �u/ oIf 3.0 Q Q I N89°17'46"W 125.00' 7 w o 0 L�1 '� ' wa 2 wo n p o 0 00 11,874 SF �n V) I a 0 0 0 0 / 0 0 4 o I ® I o 0 � I I o rn o 0 0 o I I� 10,500 SF 00 Q 10,276 SF o 9,360 SF z ;2 9,360 SF z h2 10,395 SF z S8917'46"E i - f I 1* 71I 125.00' C° 21.22' 140.04' o I I o o I N89'1 7'46"W 00 w o Q o 25' 25' 80.00' 72.00' LS 54.10' 80.90' I 0 `.'-' I 3 N o 11 210 SF co I w I cn S8917'4 E 169.90' N89'17 6" 135.00' A 2.0' 1 `n o oLO ip o BLOCK 4 5 I 10,000 SF 00 :y !rn L6 9 0 S8917'46"E o , u -i I I z� z ^ 10,125 SF 25' 25' 125.00' o 140.21' , 7 0, I L? N89'17'46"W r '_ O y 1 o 0 - S89'17'46"E l c� 0 o I I (41�_ 26,271 SF 135.00' o O o ao 11,223 SF o o O o00 10,000 SF o' S89'1 7'46"E 10,718 SF 125.00' 140.38' 2.2' �� °�'` C12 N89`17'46"W BLOCK 3 145AT _ - 109.83' - 36.4 C16e� �� S89'17'46"E 4.91` O �� 120.84' _ W ILANO ST. 134.0_7' N8917'46 W S89'17'46 E / O 20,185 SF \ V _ q�-Ct 80.01'x- �� �L 38.0'88.05' (p) 20,613 SF ocl? C14 25' 25' N �J BLOCK 2 `� O I I- I N C13 (D� 1 v) �o8 �"� Oi M h i� 15,997 SF OCD �� 10,692 SF a' o 10 o a o �� O 110. 185.61' CD mLn SS � I I N z 13,631 SF C3rll�rl+' 1 z I N z 21,007 SF I 94.18' C" CS S16°56'25"E ` %`33 71' N89"1717W 285.66' W. DAPHNE STREET V) BLACK CA? o ESTATES NO. �z 78.05' L12 _201.23' N8917'17"W 289.85' BLACK CAT ESA NO. 1 SHEET INDEX SHEET 1 - SUBDIVISION PLAT SHEET 2 - CERTIFICATE OF OWNERS & CURVE TABLE SHEET 3 - CERTIFICATES AND APPROVALS 5/8" REBAR PLS 4347 M 1) A 10 FOOT WIDE PERMANENT EASEMENT FOR PUBLIC UTILITIES, DRAINAGE, AND IRRIGATION IS HEREBY DESIGNATED ALONG THE PUBLIC RIGHTS OF WAY, UNLESS OTHERWISE DIMENSIONED. THIS EASEMENT SHALL NOT PRECLUDE THE CONSTRUCTION OF HARD -SURFACED DRIVEWAYS AND WALKWAYS TO EACH LOT. 2) LOTS 1 AND 8, BLOCK 2; LOTS 1 AND 8, BLOCK 3; LOT 7, BLOCK 4, ARE DESIGNATED AS COMMON LOTS AND ARE TO BE OWNED AND MAINTAINED BY BRIDGETOWER WEST HOMEOWNERS ASSOCIATION, OR ITS ASSIGNS, AND SHALL HAVE A BLANKET EASEMENT FOR LANDSCAPE, PRESSURIZED IRRIGATION, AND HOMEOWNERS PEDES7RIAN ACCESS. 3) THIS DEVELOPMENT RECOGNIZES SEC77ON 22-4503 OF IDAHO CODE, RIGHT TO FARM ACT, WHICH STATES "NO AGRICULTURAL OPERATION OR AN APPURTENANCE TO IT SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL AC77077ES AFTER THE SAME HAS BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION WAS NOT A NUISANCE AT THE TIME THE OPERATION BEGAN; PROVIDED, THAT THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHENEVER NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANY AGRICULTURAL OPERATION OR APPURTENANCE TO IT." 4) IRRIGATION WATER HAS BEEN PROVIDED BY THE SETTLER'S IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO CODE 31-3805(i)(b). LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS AND WILL BE OBLIGATED FOR ALL IRRIGATION ASSESSMENTS. 5) ANY RE -SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE REGULATIONS IN EFFECT AT THE TIME OF THE RE -SUBDIVISION. 6) MINIMUM BUILDING SETBACKS SHALL BE IN ACCORDANCE WITH THE CITY OF MERIDIAN APPLICABLE ZONING AND SUBDIVISION REGULA77ONS AT THE TIME OF ISSUANCE OF INDIVIDUAL BUILDING PERMITS OR AS SPECIFICALLY APPROVED AND/OR REQUIRED. 7) 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 ENTITY. 8) RESTRICTIVE COVENANTS ARE IN EFFECT FOR THIS SUBDIVISION, FILED AS INSTRUMENT N0.____- 9) THIS SUBDIVISION IS SUBJECT TO THE TERMS OF A DEVELOPMENT AGREEMENT RECORDED AS INSTRUMENT NO. 11010393, RECORDS OF ADA COUNTY, IDAHO. 10) BOTTOM OF BUILDING F0077NGS SHALL BE A MINIMUM OF 12 INCHES ABOVE THE ESTABLISHED NORMAL HIGH GROUNDWATER ELEVATION. 11) THIS SUBDIVISION IS SUBJECT TO THE TERMS AND CONDITIONS OF AN ADA COUNTY HIGHWAY DISTRICT LICENSE AGREEMENT. RECORDED AS INSTRUMENT NO. ------------ RECORDS OF ADA COUNTY, IDAHO. LANDSCAPING TO BE MAINTAINED BY THE BRIDGETOWER WEST HOMEOWNERS ASSOCIATION. 12) LOTS 5-7, BLOCK 2; LOTS 2-7, BLOCK 3; AND LOTS 1-6, BLOCK 4; OR A PORTION OF SAID LOTS ARE SERVIENT TO AND CONTAIN THE ACHD STORM WATER 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 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. 13) UNLESS OTHERWISE SHOWN OR DESIGNATED, ALL LOTS ARE HEREBY DESIGNATED AS HAVING A FIVE (5') FOOT PERMANENT EASEMENT ON EACH SIDE OF THE INTERIOR SIDE LOT LINES, AND A TEN (10') FOOT PERMANENT EASEMENT CONTIGUOUS TO ALL REAR LOT LINES, FOR PUBLIC UTILITIES, IRRIGATION AND LOT DRAINAGE IN Wd I,� a mm 6.5' X 55' ACHD DRAINAGE EASEMENT, SEE ALSO NOTE 12. OB 6.5' X 38' ACHD DRAINAGE EASEMENT, SEE ALSO NOTE 12. © 6.5' X 43' ACHD DRAINAGE EASEMENT, SEE ALSO NOTE 12. OD 6.5' X 53' ACHD DRAINAGE EASEMENT, SEE ALSO NOTE 12. �C75� G � s r R�o GSLIN11PT(ific d IL 10729 0 2141 W Airport Way, Ste 104 Boise, ID 83705 �,p qTE OF 208-342-5400 Fax 208-342-5353 q�/S p E www.whpacific.com SHEET 1 OF 3