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Bridgetower Crossing #17GENERAL NOTES BRIDGETOWER CROSSING SUBDIVISION NO. 17 LOCATED IN SECTION 35, TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO 2011 c� I H- PLS 4431 A = L9 BRIDGETOWER CROSSING / SS6,720?S� SUBDIVISION NO. 13 O _5 18 83 �Po Q / 66. Op 4 m �Sk rn h 0 6'S9 . S7. p0. V O 4g O O0" 90.66' o� S3 0 S8 '02'36"E N90'00'00"E. 310.00' 128.14, POINT A 1 � o .3 27. 72, 62.94' 17 09 84.00' 8Z'0'0 84.00 40.91 �0 79 36'46•C 1 w r 7 PLS 4998 1\ o0i p 3 63 64 3 S`23 ' © W W W 3 0 68 58" S21'40'32' W C� 2396 -.0 21 rn o w o� 0 0� 0 d 0 84, pg f. 7 90.95' 2382 c° O N o rn o rn o N o d !°�° ?� S6 2j2 1 8Q.00' ® ui o © of O rn o 0 26 d pS' �73' O' POINT "®` Q j N7 83 2364 o o o o `t N 0 N ,3 p 40'F L10 SEE NOTE 11 L11 �C�cv 3 0100"N,g \64'3� L350 N N va'i 0.? .o O �S, ACHD LICENSE AGREEMENT 2296 2270 2244 2218 °' N 28 ''3 S ` . T PER INST. #111041339 / I1 SqH 2 835,36" • BLOCK 44 2.45' 84.00' 39.94' C13 2196 a aBLOCK 44 y S`S9•�`�2 . E� �R/ C34 G12 C14 C15 2178 �� �� &p p�00eo PLS 4998 7� C $� G N90'00'00"E "� 29 Q` o� 3 ' F 3 B `� 2`'' C6 �- - O- -� _ �"� �°' h BRIDGETOWER CROSSING o w SUGf TOWF \ , 126.39' W. VERONA DRIVE C16 2156 �ry� 30 h �"' ?p.• SUBDIVISION N0. 13 �F 0 k 80.00' C28 \ C�1 / �N�' �� 3i dos S' `770, SJO O e0Iws/ N H 0$S//�/(,+ \ \ C24 7.58 38.81' C25 C 7 \ 3 46 a 6 O • ~ 16 `;L6 o � O z y L5 $ 2283 0 �22590 W c2' %��13���:`' '2o pF 26 zw 2231w 2205. �,� OCn • 2p ACHD LICENSE AGREEMEt4 N o `O 19 o cO 18 00 w , 2189 C28 C79 ��' 32 0^ o ,3p• � Q r I v73 0,90' PER INST. #111i339 1 v, 20 0 0 0 o 17 M ,cu �02 h 0. SEE NOTE 11 1--5' z z o � ^d 16 � ry 2167 2114 � o� 96a �w BLOCK 47 Z z 10 15 ^ C29 0 SSS. �3� �ry 33 oti�o�.4 S • w J _ _ SO.00' 82.16' 0 2145 3 ,o� 0001 cos 28 096 �,�o� I00 w C9 • 40 82.23' 70.07, i 4 �Q 96. F �, �tK ri M Lj N I N9000'00"W 162.23' N86'20'45"WN83'47'S5"W �S81, try p^ , 2123 'R' �O 34 I ° O O m0 C3 82.16 70.07' N71.17,1 j W �s.96, poi �c6^ K 47 2082 3.4� "w o z' 13 BRIDGETOWER CROSSING 152.77, ZM �13 � � o`wo BLOCK 15 �0 0 5 SUBDIVISION N0. 16 '?ems "•5 �^ 2087 �� \ 5�256' 15' �o of Cd P� O p � NSA 8 ��� ��� t 2 �� �2074 35 I d a`°o z N it V) ASeb ° op. BLOCK 44 1 > m k, o �$ r� o 152.76' • N9000'00"W 248.25' 3 �\ 2�t•3�8 N6 ��G9 v I N N90'00'00"W 1 BRIDGETOWER �Q -0i 1 20� CROSSING SUBDIVISION u ��v -00 a w 36 I� 01 No. 4 2059 N o 1 Cn W iO N90'00'00"E f' o 1 CD I ACHD LICENSE AGREEMENT 3 130.99' MI o N90' 0? 0°W 0 PER INST. #111041339 GRAPHIC SCALE 0IN � r cn I I U) I I Uj 0 100 200 0 2 0 4 co 50 2052 Q 1 o Q L 3 z .01 25.02' 15' rn CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD BRG. CHORD C1 5.27 175.00 1'43'29" N89'08'16"W 5.27 C2 81.64 195.00 23'59'13" N12'59'37"W 81.04 C3 84.90 175.00 27'47'48" N59'06'06"W 84.07 C4 149.66 825.00 10'23'36" N15'52'41"E 149.45 C5 260.02 775.00 19*13'23" N9'36'42"E 258.80 C6 90.76 200.00 26'00'00" N77'00'00"E 89.98 C7 458.15 750.00 35'00'00" S72'30'00"E 451.06 C8 191.99 200.00 55'00'00" S27'30'00"E 184.70 C11 18.65 225.00 4'44'59" S66'22'30"W 18.65 C12 83.45 1 225.00 2115'01" S79'22'30"W 82.97 C13 44.08 775.00 3*15'33" N88'22'14"W 44.08 C14 81.87 775.00 6*03'11" N83'42'52"W 81.84 C15 81.96 775.00 6'03'32" N77'39'31 "W 81.92 C16 81.87 775.00 6*03'10" N71'36'10"W 81.83 C17 86.53 775.00 6'23'50" N65'22'40"W 86.49 C18 20.00 775.00 1'28'44" N61'26'22"W 20.00 ( IN FEET ) 1 inch = 100 ft. CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD BRG. CHORD C19 77.10 775.00 5'42'01" N57'51'00"W 77.07 C20 49.30 225.00 12*33'15" N48'43'22"W 49.20 C21 60.00 225.00 15*16'42" N34'48'24"W 59.82 C22 69.99 225.00 17'49'24" N18'1531"W 69.71 C23 36.71 225.00 9'20'49" N4'40'24"W 36.66 C24 79.41 175.00 26'00'00" S77'00'00"W 78.73 C25 43.22 725.00 3'24'56" N88'17'32"W 43.21 C26 100.28 725.00 7'55'29" N82'37'19"W 100.20 C27 93.44 725.00 7'23'05" N74'58'02"W 93.38 C28 94.97 725.00 7*30'19" N67'31'20"W 94.90 C29 93.63 725.00 7'23'57" N60'04'12"W 93.56 C30 17.34 725.00 1'22'13" N55'41'07"W 17.34 C31 98.90 175.00 32'22'55" N38'48'33"W 97.59 C32 69.08 175.00 22'37'05" N1118'33"W 68.64. C33 15.67 175.00 5'07'46" N70'26'09"W 15.66 C34 69.23 175.00 22'40'02" N5632'14"W 68.78 Line Table Line # Length Direction L1 21.83 N47' 01' 49"W L2 50.03 S87' 55' 21 "W L3 22.68 S55' 35' 38"W L4 39.72 N1' 00' 00"W L5 5.85 S64' 00' 00"W L6 50.01 N27' 23' 51 "W L7 25.18 S89' 55' 45"W L8 41.90 N42' 16' 02"W L9 39.18 S79' 19' 08"E L10 20.00 S60' 48' 34"E L11 48.93 N83' 51' 14"E L12 25.20 N64' 00' 00' 1. THE PRELIMINARY PLAT FOR THIS PROPERTY WAS PROCESSED AS "BRIDGETOWER CROSSING SUBDIVISION NO. 18." 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. 1I1, RECORDS OF ADA COUNTY. 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 THE ASSESSMENTS OF SAID DISTRICT. THE OWNER WILL PROVIDE -IRRIGATION WATER TO EACH LOT THROUGH A PRESSURIZED IRRIGATI-ON 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 18 & 30 BLOCK 44 AND LOT 46 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 29 & 31 BLOCK 44 AND LOT 20 BLOCK 47 AS SHOWN ON THE PLAT 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 LEGEND SUBDIVISION BOUNDARY LOT LINE ROAD CENTERLINE SECTION LINE FOUND BRASS CAP - - - EXISTING EASEMENT / CP&F NO. 110073306------ ------ ------ --- ACHD EASEMENT 00-01 35 36 FOUND BRASS CAP OO FOUND r REBAR WITH CAP PLS 7876 UNREADABLE CAP UNLESS NOTED OTHERWISE ' O SET r REBAR WITH CAP PLS 7876 1 /16 O8 LOT NUMBER �; ' ■ CALCULATED POINT N89'12 38" W 1319.47' WC WITNESS CORNER • o is z o a N U' W. USTICK ROAD m w ao w w z� 0 J INN En- r, ■ ■ z o m o FOUND 5/8" REBAR z ■■ Q u a d r a n t PLS 7612 CP&F NO. 106032266 �351 /4 CORNER S 89'14'22'E T.4N., R. 1 W. 35 36 _ - �r� 2643.27' T.3N., R. 1 W. 2 1 Consulting , n C . (2643.36') 1904 W. OVERLAND ROAD - BOISE, IDAHO 83705 FOUND BRASS CAP (208) 342-0091 PHONE (208) 342-0092 FAX CP&F NO. 109109699 SHEET 1 OF 2 CIVIL ENGINEERING - SURVEYING L k-s879597'53 W • �� _ � ' N89'38'50 W • 107.01' 132.68' W. SAN REMO DRIVE POINT OF BEGINNING r` m BRIDGETOWER CROSSING 0 SUBDIVISION NO. 16 W 0 N �z