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Bridgetower Crossing #16/ �O S�o�/ Qr 5. ' L4� q��� L3- l�f DETAIL B THIS SHEET BRIDGETOWER CROSSING SUBDIVISION NO. 16 / / LOCATED IN THE SE 41 AND THE NE 4OF THE SW 4OF SECTION 35, PLS 4998 TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO 23�'00. UNPLATTED S73• W. °0 °0' � 2 S f\ N89'55'45"E 2011 N .1 " 244 82,44, READ 42 PLS 4998 84 o ORI , b Cr ' 25.18 S27'23'51'E . 2389 .4j.2373 60� \ 3g © 50.01' o 0 0 , 2357 C9 �o� 5.8500'00"E z� �o I 80. °0 2 0 o ,.� ACHD LICENSE AGREEMENT t N7 8400, rp'�'�$O1 v U PER INST.# 111041339 )I 203.°°o.w 3 N 1y° 2341 I 39ro '00"E UNPLATTED I BLOCK 15 O " 82.16' 70.07' I rn w S90'00 00 E 162.23 S86 0'45"E S83'47'gg N o o om 106.00 .23 3.64 " IOD " o a0 1 SEE 41.54 g,53 S7l77' a UNPLATTED Ng0'41'00 E ji0 Q I M i� NOTE 11 w w 67.94 7 E 1S GRAPHIC SCALE - -152.08 � in M � 3 2 77' 0 100 200 10 I �g eq SEE NOTE 2 5 ( 3 tmL' p 41 U C� I N iA t 5 n ." % I `� i 2272 2244Z O :v =3 s ( IN FEET ) o2218 ^ 2196 © � �, F 1 inch = 100 ft. z - - - - - - - �° �60 y5c�5 r, C's C37 50.19' S.88' C38 C39 BLOCK 47� 2174 O 3,�� 4 2309 BRIDGETOWER _ 0 00 0 E - C40 2140 UNPLATTED CROSSING PLS 4431 ® 56.07' �� _ 2162 ti I SUBDIVISION NO. 4 ��. Cr3 C41 rye' 1 b FND 1 /2" REBAR I' �6 2.50� E .3• / PLS 4431 2.51' DETAIL A CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD BRG. CHORD C1 84.90 175.00 2747'48" S59'06'06"E 84.07 C2 81.64 195.00 23*59'13" S12'59'37"E 81.04 C3 5.27 175.00 1'43'29" S89'08'16"E 5.27 C4 101.42 150.00 38'44'20" S53'37'50"E 99.50 C5 155.33 100.00 88'59'55" S45'30'00"E 140.18 C6 447.54 675.00 3759'19" S71'00'21"E 439.39 C7 132.61 200.00 37*59'19" S71'00'21 "E 130.19 C8 30.58 80.00 21'53'54" N10'57'01"E 30.39 C9 97.73 125.00 44'47'40" N50'36'10"W 95.26 C10 59.35 125.00 27*12'20" S14'36'10"E 58.80 C11 25.29 125.00 11'35'24" S6'47'44"E 25.24 C12 77.37 125.00 35'27'51" S30'19'21"E 76.14 C13 76.50 125.00 35'03'59" S65'35'16"E 75.31 C14 15.01 125.00 6'52'41" S86'33'36"E 15.00 C15 10.11 650.00 0'53'28" N89'33'17"W 10.11 C16 80.49 650.00 7'05'41" N85'33'43"W 80.43 C17 90.20 650.00 757'03" N78'02'21"W 90.13 C18 96.13 650.00 8'28'24" N69'49'38"W 96.04 C19 25.00 650.00 2"12'13" N64'29'19"W 25.00 C20 86.68 650.00 7'38'26" N59'34'00"W 86.61 C21 42.37 650.00 3'44'06" N5352'44"W 42.36 C22 39.88 225.00 10'09'20" S57'05'22"E 39.83 C23 69.91 225.00 17'48'08" S71'04'06"E 69.63 C24 39.39 225.00 10'01'51 S8459'05"E 39.34 C25 1.69 55.00 1'45'47" NO'52'58"E 1.69 1 56.07' 1 C16 C6 ® I PLS 3260, REPLACED - °° 2 u 2257.w. 2233 C17 \ C4 C. 2.00' N`' ^� s I 0 WITH SET 5/8" PLS 7876 bo• aW 2205 cu Cl8 C �'' SEED N87'55'21 "E my ® ^ � ® � 2185s �, Cr9 �� NOTE 2 m N55'35'38"E 50.03 " 'O :'� o �r ® i C4 , S47'01 49 E �1118 m 22.68 21.83' SEE 2s? BLOCK 15'I C3 107.01' 132.68' NOTE 13 vj BLOCK 15 ?S• '67 110.00' c' 1'0° `� 5.89' 49.08' 49.64' 2288 NOTE 1E p��,°`2151 ��%\C7 ® C`, s N89'5' 3" S89'38'50' N90'00 00 W PLS 4431 168.56' N85'4 02 W 98.72' °�'oo� 50' `� ^ oo , C?2 ` _ N89'59'53"E S89'38'50"E 150.72' 173.51' oo \� 2129 C23 BRIDGETOWER PLS 4431 98,�, { 2.51' �'� ^°� ® 8� C24 109.77' ,° =� ��, 133.49' CROSSING SUBDIVISION NO. 4 N62'08'53"W 20.02' S 9 b°� 9 oo • .00 �`? °� 21 07 N o 28.62' C25 5 N N ACHD LICENSE AGREEMENT PER INST.# 111041339 W.C. \ SEE DETAIL A THIS SHEET 4998 W.C. POINT LANDS ON EXISTING MANHOLE DETAIL B ��4' 203� C26 A,U C34 s3 ti PLS 44316Ob ° aW 00 V � N90'00 00" E 3 ^s C33 2038 N `" S89'38'50"E >F M 136.71' Go�� 141.01' z 2017 3 % 2024 SEE 0 NOTE 2 s��•93 2003 2010 o1� R hA� PLS 4431 ® +� BLOCK 15 PLS 4-431 CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD BRG. CHORD C26 16.23 13.00 71'31'09" N37'31'27"E 15.19 C27 56.42 52.00 62"0'01" S42'12'01"W 53.69 C28 46.09 52.00 50'46'59" S14'16'29"E 44.60 C29 45.59 52.00 50'14'10" S64'47'03"E 44.15 C30 45.90 52.00 50'34'09" N64'48'48"E 44.42 C31 45.76 52.00 50'25'24" N14*19'02"E 4-4.30 LINE TABLE C32 20.70 52.00 22*48'12" N22'17'46"W 20.56 LINE LENGTH BEARING C33 10.70 13.00 47'09'59" S10'06'53"E 10.40 L1 48.93 S83'51'14"W C34 24.68 105.00 13'28'03" N6'44'05"E 24.62 L2 27.73 N63'06'42"E C35 56.46 175.00 18'29'06" N10*14'33"W 56.21 L3 7.38 S73'00'00"E C36 56.07 75.00 42'49'57" S22'25'02"E 54.77 L4 50.00 N17'00'00"E C37 60.43 75.00 46'09'57" S66'54'59"E 58.81 L5 29.27 N25'57'45"W C38 70.02 700.00 5'43'52" N87'08'05"W 69.99 L6 41.90 S42-16-02"E C39 75.98 700.00 6'13'10" N81'09'34"W 75.95 L7 22.40 S16'54'34"W C40 75.94 700.00 6*12'58" N74'56'30"W 75.91 L8 115.19 S1'00'00"E C41 75.95 700.00 6*13'00" N68'43'31 "W 75.91 L9 126.46 S1'00'00"E C42 75.96 700.00 6'13*01" N62'30'30"W 75.92 L10 21.80 N47'01'49"W C43 80.05 700.00 6'33'08" N56'07'25"W 80.01 L11 21.79 S42.58.11 "W C44 10.21 700.00 0'50'10" N52'25'46"W 10.21 L12 68.48 SO'00'00"E C45 110.76 175.00 36" 5'51" S70'08'37"E 108.92 L13 36.33 1 S21-54-02"W PLS 4431 104.10' N90-00-00-WT 253. z w Z � ow FN �W J a' Q W V)F- Q' J W NW J ;� o I� I z 0 I N 10 5 I�Jo m I � N M N I � I 3 I to w I� N N lol w I^ 3 15' GENERAL NOTES 1. THE PRELIMINARY PLAT FOR THIS SUBDIVISION WAS PROCESSED AS BRIDGETOWER CROSSING SUBDIVISION NO. 17. 2. UNLESS OTHERWISE SHOWN, ALL LOTS ARE HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES, AND LOT DRAINAGE OVER THE FIVE (5) FEET ADJACENT TO ANY INTERIOR SIDE LOT LINE AND OVER THE TEN (10) FEET ADJACENT TO ANY REAR LOT LINE OR SUBDIVISION BOUNDARY. 3. THIS SUBDIVISION IS SUBJECT TO ALL REQUIREMENTS OF THE APPROVED DEVELOPMENT AGREEMENT RECORDED AS INSTRUMENT NO. 101117652, RECORDS OF ADA COUNTY, IDAHO; AND THE AMENDED AND RESTATED SUPPLEMENTAL DECLARATION OF COVENANTS, CONDITIONS, AND RESTRICTIONS FOR BRIDGETOWER CROSSING SUBDIVISION NO. 16 AND NO. 17 RECORDED AS INSTRUMENT NO. `(( , RECORDS OF ADA COUNTY, IDAHO. 4. ANY RE -SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATION IN AFFECT AT THE TIME OF RE -SUBDIVISION. 5. THIS SUBDIVISION FALLS WITHIN THE SETTLER'S IRRIGATION DISTRICT, AND ALL LOTS REMAIN SUBJECT TO TkIF ASSESSMENTS OF SAID DISTRICT. THE OWNER WILL PROVIDE IRRIGATION WATER TO EACH LOT THROUGH A PRESSURIZED IRRIGATION SYSTEM IN COMPLIANCE WITH IDAHO CODE SECTION 31-3805. OPERATION AND MAINTENANCE OF THE PRESSURE IRRIGATION SYSTEM WILL BE THE RESPONSIBILITY OF THE BRIDGETOWER CROSSING HOMEOWNER'S ASSOCIATION. 6. THE BOTTOM ELEVATION OF STRUCTURAL FOOTINGS SHALL BE SET A MINIMUM OF 12-INCHES ABOVE THE HIGHEST ESTABLISHED NORMAL GROUND WATER ELEVATION. 7. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN AT THE TIME OF ISSUANCE OF THE BUILDING PERMIT. 8. 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 OR DRAINAGE ENTITY. 9. LOT 1 BLOCK 47 AND LOT 34 BLOCK 15 ARE NON -BUILDABLE LOTS TO BE OWNED AND MAINTAINED BY THE BRIDGETOWER CROSSING HOMEOWNERS ASSOCIATION, OR IT ASSIGNS, AND ARE COVERED BY BLANKET EASEMENTS FOR PUBLIC UTILITIES, IRRIGATION, AND CONTAIN ACHD STORM DRAINAGE SYSTEMS AND ARE ENCUMBERED BY THAT CERTAIN MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT RECORDED ON MAY 8, 2009 AS INSTRUMENT NO. 109053259, 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. 10. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503, IDAHO CODE, RIGHT TO FARM, WHICH STATES THAT 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. 11. PORTIONS OF LOT 2 BLOCK 47 AND LOTS 33 & 35 BLOCK 15 ARE COVERED BY EASEMENTS FOR PUBLIC UTILITIES, IRRIGATION, AND CONTAIN ACHD STORM DRAINAGE SYSTEMS AND ARE ENCUMBERED BY THAT CERTAIN MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT RECORDED ON MAY 8, 2009 AS INSTRUMENT NO. 109053259, 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. PLS 7876 BRIDGETOWER BRIDGETOWER CROSSING CROSSING I POINT OF SUBDIVISION NO. 4 I SUBDIVISION NO. 14 ►n I,q BEGINNING I N IN FOUND BRASS CAP I w CP&F NO. 110073306 0 I_ N IZ 35 36 I UNREADABLE CAP SSE 1 /16 PLS 3260 N89'12'38"W 1319.47' < M Z X 0.I� w mr m w 00 w Ly O z� N in z to Q FOUND 5/8" REBAR Iz m PLS 7612 CP&F NO. 106032266 30 /4 CORNE�_S 8974'22"E 2 2643.27' (2643.36') LEGEND - - - - SUBDIVISION BOUNDARY LOT LINE - - ROAD CENTERLINE - - - - - - - - SECTION LINE - - - - - - - - - - - - - - - EASEMENT LINE O FOUND BRASS CAP OO FOUND f REBAR 0 SET f REBAR O SET f REBAR 0 LOT NUMBER ■ CALCULATED POINT W.C. WITNESS CORNER (XX.XX) RECORD DATA T.4N_, R. 1W._ 35 W. USTICK ROAD T.3N., R. 1 W. 2 1 FOUND BRASS CAP CP&F NO. 109109699 SHEET 1 OF 2 �� Quadrant Consulting, Inc. 1904 W. OVERLAND ROAD - BOISE, IDAHO 83705 (208) 342-0091 PHONE (208) 342-0092 FAX CIVIL ENGINEERING - SURVEYING