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Settlement Bridge #6dz PLAT SHOWING SETTLEMENT BRIDGESUB'DIVISION NO. LOCATED IN THE NE 1 /4 OF THE NW 1 /4 OF SECTION 32,• T.4N., RA E., B.M. MERIDIAN, ADA COUNTY, IDAHO 2010 LEGEND Nye G O 11,2g1 �,7�y��� North ro/.�A�y' * * /Y 9 6G10 O FOUNDBRASS CAP P 9a � c 1' L t h e LL(/ � SET 5 8 X 30" IRON PIN Np USSR. N O WITH PLASTIC CAP, PLS 7880 C 1 86� y B OI S E, IDAHO �0 G 1�5� o SEET801-1 /4" BRASS CAP, PLS S.30 S.29 BASIS OF BEARING GQ E. McMILLAN RD. - _ S89'12'09"E 2653.10' S.29 1/4 • SET 1/2" X 24" IRON PIN S.31 S.32 - - - - - - - - o WITH PLASTIC CAP, PLS 7880 S.32 O FOUND 5/8" IRON PIN, PLS 7880 UNLESS NOTED OTHERWISE CURVE DATA: CURVE LENGTH RADIUS DELTA CHORD DIST CHORD BRG, C-1 15, 06' 50. 00' 17' 15' 14' 15. 00' NO3' O1' 22' E C-2 13, 81' 300, 00' 02' 38' 13' 13. 81' N 14' 50' 20' W C-3 7, 34' 20, 00' 21' O1' 08' 7. 30' N80' 07' 07' E C-4 284. 67' 228, 00' 71' 32' 09' 266. 53' N52' 29' 13' E C-5 74. 81' 134, 03' 31' 58' 52' 73. 84' N31' 08' 35' E C-6 15. 64' 20. 00' 44' 47' 59' 15. 24' N68' 13' 41' E C-7 48, 08' 50. 00' 55' 05' 54' 46. 25' S73' 22' 36' W C-8 11. 53' 50. 00' 13' 12' 30' 11, 50' N72' 28' 10' W C-9 11. 60' 50. 00' 13' 17' 30' 11, 57' N59' 13' 09' W C-10 6, 59' 50, 00' 07' 33' 26' 6, 59' N48' 47' 42' W C-11 39. 77' 50. 00' 45' 34' 23' 38. 73' N22. 13' 47' W C-12 70. 63' 45. 00' 89' 55' 43' 63. 60' N44. 24' 28' W C-13 31. 39' 20. 00' 89' 55' 43' 28. 27' N44° 24' 28' W C-14 31. 42' 20. 00' 90' 00' 00' 28, 28' S44' 26' 36' E C-15 31. 42' 20. 00' 90' 00' 00' 28. 28' S45' 33' 24' W C-16 20. 13' 50, DO' 23' 03' 42' 19, 99, NO3' 11' 56' W C-17 41. 45' 50. 00' 47' 29' 37' 40. 27' N32' 04' 43' E C-18 48, 43' 50. 00' 55' 30' 07' 46. 56' N83' 34' 35' E C-19 20. 04' 50. 00' 22' 57' 58' 19. 91, S57. 11' 22' E C-20 15. 24' 20, 00' 43- 39' 56' 14. 88' N67. 32' 21' W C-21 70. 74' 45. 00' 90' 04' 17' 63. 68' N45' 35' 32' E C-22 31. 44' 20. 00' 90' 04' 17' 28, 30' N45' 35' 32' E C-23 15. 40' 85. 00' 10' 22' 46' 15. 38' S84' 10' 57' E C-24 55. 99' 85. 00' 37' 44' 30' 54. 98' S60' 07' 19' E C-25 30, 23' 85. 00' 20' 22' 33' 30. 07' S31. 03' 47' E C-26 10, 91' 85. 00' 07' 21' 17' 10. 90, S 17' 11' 52' E C-27 79. 43' 60, 00' 75' 51' 05' 73. 76' S51' 26' 47' E C-28 46. 34' 35. 00' 75' 51' 05' 43, 02' S51. 26' 47' E C-29 82. 57' 228. 00' 20' 45' 01' 82. 12' N77' 52' 48' E C-30 99. 04' 228. 00' 24' 53' 17' 98. 26' N55. 03' 39' E C-31 17. 15' 228. 00' 04' 18' 36' 17, 15' N40' 27' 43' E C-32 1 85. 91' 228. 00' 21' 35' 16' 85. 40' N27' 30' 47' E CORNER REMOVED RESET 1-1/4" 1-�1 BRASS CAP r 25 5 � C-26 / LINE TABLE LINE BEARING LENGTH L-1 N76' 28' 46' E 50, 00' L-2 N 13' 31' 14- W 41. 67' L-3 N89' 22' 19' W 61. 72' L-4 N00' 37' 41' E 50. 00' L-5 N89.22' 19' W 5, 43' L-6 S89' 26' 36' E 58. 71' L-7 NOO' 33' 24' E 174, 36' L-8 N00' 33' 24' E 142. 81' L-9 N00' 33' 24' E 43. 07' L-10 N00' 33' 24' E 76. 00' L-11 S51' 17' 16' E 30, 85' L-12 S51'17' 16'E 50, 55' L-13 S55' 02' 56' W 41. 84' L-14 N13'31' 14'W 11. 11' L- 5 J 1 C-3 DETAIL 'A' SCALE: 1" = 50' 0 DETAIL 'B' SCALE: 1 " = 50' r N84'g5' 36"E N om" Area► U NR g9 a7I . S E T T L E M E N T B R I D G E S U B D I V I S 1 0 N N 0. 2 1 /16TH. LINE 3 N N 25 100 300 . ao n 0 50 200 p0 rn V) SCALE: 1" = 100' REAL POINT OF BEG 1--6 ` ci C � S o 052 N CORNER REMOVED RESET 1-1/4" BRASS CAP E NAIL IkgIER DR ^ry 51 Aj S89.26'36"E \ rev 86.00' C-31 SAD 00 G�tk ���^� w00 53 NOR S1-Ou iN GN 1. L-8 G 1. S89'26'36"E _ W ° C-29 w t- 1'•,N2 50 gr� Go V M N 0 LO - O SEE Z z Q r-NOTE 11 n co C��-- 87.82' N ' C-g C-1 a 89 22 19 E 138.91'� W 230:1 2315'' I � r l 31 POoN 32 m MNI 0. O z con a 81.72' o 90.00, L-3 N89.22'19"W 110.00' w 04�1 33 roK I rn F� MO O N89'22'19"W M w I ' 110.00' 0 " aoI " Z Nj� 34 l03 t4817 5' 45 E S8 50 00' E `NVV89.22'19"W o M 12�4•61 � 110.00' M 83.00, 82.00' 95.00'M I N ,0I 51( 8 r'^i 37 M N O 35 °' 6 2286 8 2292$ ^ 2304 z SEE I I ?B 72.43' 1 83.00' 82.00' 75.11' ?� G o - E. SIOEYNNDER DR. o LO S89'22'1 " NI1 �� C 1 1 S r_ 312.54 i Ln jo 19 99,9 LEA I of� rj©I 13 r F N 14 N j 2283 0 5 2276 80.00' 82.00' NOTE 9 SEE - - 4 3 11 3 M gg 16 �$ �� MN MN y, d295 $ -2307 N �; 4-00'82.00' 84.00' P1t _LZ lU W 565.10- HERITAGE (MV9 S U B D I V I S 1 0 N N 0. 2 o Jw�J(fl �(V 54 o I Nz� �c6' r S89'26'36"E 0.00' a LO 55 ^. I' S89'26'36"E 105.00' L 04 w IN O N LO �� I S89'26'36"E Ld 105 00 u') I0c 0) IoM Ind 57 0I3 o �# G 2382 -to � 85.00' KO)E. WA --- - N o S89'26'36 E alm 130.00' O 85.00--- I I 66 238501 g C� 2233 0 Io 14. rn jr, I S89'26'36"E I 105.00' �o to 0 22 �°0° K 0� I S89'26'36"E jRM 105.00' I. to -8C 1% 21 .9 S89'26'36"E 79.43' I 5' 80� o $ G 0' z319 V) 2331 W 2343 o°o' 82.00' 86.00' N _ 85.10' P4*� - C-N 1/16 0 LLI H H Q J d z Z) N O Z z O J Ld N SECTION LINE PROPERTY BOUNDARY RIGHT-OF-WAY LINE - CENTERLINE - LOT LINE - - - - - - - EASEMENT LINE 10 (S8956E� LOT NUMBER DATA OF RECORD ACHD STORM DRAIN EASEMENT SEE NOTE 9 (SAID EASEMENT SHALL REMAIN FREE OF ALL ENCROACHMENTS AND OBSTRUCTIONS INCLUDING TREES & FENCES WHICH MAY ADVERSELY AFFECT THE DRAINAGE OR OPERATION AND MAINTENANCE OF THE FACILITY) ACHD SIDEWALK EASEMENT SEE NOTE 11 NOTES: 1. ALL LOT LINES COMMON TO A PUBLIC RIGHT-OF-WAY LINE HAVE A THIRTEEN (13) FOOT WIDE PUBLIC UTILITIES, PROPERTY DRAINAGE & PROPERTY IRRIGATION EASEMENT, ALL LOT LINES COMMON TO THE EXTERIOR SUBDIVISION BOUNDARY HAVE A TEN (10) FOOT WIDE PERMANENT PUBLIC UTILITIES, PROPERTY DRAINAGE & PROPERTY IRRIGATION EASEMENT UNLESS DIMENSIONED OTHERWISE. 2. A TEN (10) FOOT WIDE PROPERTY DRAINAGE & PROPERTY IRRIGATION EASEMENT IS HEREBY DESIGNATED ALONG THE REAR LOT LINES, UNLESS DIMENSIONED OTHERWISE. EACH SIDE OF THE INTERIOR LOT LINES, AS NOTED, HAVE A FIVE (5) FOOT WIDE PROPERTY DRAINAGE & PROPERTY IRRIGATION EASEMENT. 3. ANY RESUBDIVISION OF THIS PLAT SHALL BE IN COMPLIANCE WITH THE MOST RECENTLY APPROVED SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN. 4. LOT 12; BLOCK 17 AND LOT 51; BLOCK 15 ARE DESIGNATED AS COMMON AREA LOTS TO BE OWNED AND MAINTAINED BY THE SETTLEMENT BRIDGE NEIGHBORHOOD HOMEOWNER'S ASSOCIATION. 5. IN COMPLIANCE WITH THE IDAHO CODE SECTION 31-3805 THE OWNER OF THIS SUBDIVISION HAS PROVIDED AN UNDERGROUND IRRIGATION SYSTEM. LOTS WITHIN THE SUBDIVISION WILL BE OBLIGATED FOR ASSESSMENTS FROM SETTLER'S IRRIGATION DISTRICT FOR SAID IRRIGATION WATER. 6. 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. 7. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH TITLE 11 OF THE MERIDIAN CITY CODE UNLESS OTHERWISE MODIFIED BY CONDITIONAL USE PERMIT (CUP-03-065). 8. THE BOTTOM ELEVATION OF HOUSE FOOTINGS SHALL BE SET A MINIMUM OF 12 INCHES ABOVE THE HIGHEST KNOWN NORMAL GROUND WATER ELEVATION. 9. A PORTION OF THE FOLLOWING LOTS: LOTS 15 AND 16, BLOCK 17; AND LOT 33 AND 34, BLOCK 16; AS SHOWN 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, 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 PLAT IS SUBJECT TO A DEVELOPMENT AGREEMENT RECORDED AS INSTRUMENT NO. 104061807 OF ADA COUNTY RECORDS. 11. EXISTING ADA COUNTY HIGHWAY DISTRICT SIDEWALK EASEMENT RECORDED AS INSTRUMENT NO. 106137043 OF ADA COUNTY RECORDS. 12. LOTS 51-55; BLOCK 15 ARE SUBJECT TO A CITY OF MERIDIAN SANITARY SEWER AND WATER EASEMENT AND COMMON INGRESS/EGRESS EASEMENT PER INSTRUMENT NO. 106137045. 13. FENCING ON LOT 13; BLOCK 17 ADJACENT TO THE MICRO PATHWAY AND COMMON OPEN SPACE ON LOT 12; BLOCK 17 SHALL BE IN COMPLIANCE WITH THE MOST RECENTLY APPROVED FENCING STANDARDS OF THE CITY OF MERIDIAN. 14. LOTS 15 AND 16, BLOCK 17; LOTS 33 AND 34, BLOCK 16 AS SHOWN SHALL HAVE A 20' SETBACK TO ALL BUILDING FOUNDATIONS. 06-012-00 SHEET 1 OF 3