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CC - Final PlatFOUND ALUMINUM CAP N 1/4 CORNER SECTION 25 PER CP&F No. 2017-072469 24 _-- 25 1 28 PLAT OF Paramount Director Subdivision No. 2 A PORTION OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 25, TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO. 2018 31 32 33 34 35 30 0 8� 80 79 Paramount Director , „ 36 N00 00 00 E Subdivision No. 1 52.50' 0 0 N90'00'00"W 13.54' 0 W. Pavilion Ln. (Private) 37 W 111 J O > Q a Ong E 144 37 0 0 112 0 8 8 8 89 N90'00'00"W 62.46' 115 113 P 0 119 N90'00'00"W�' 21.00' rn c0 P 145 146 147 ate' 0 0 Paramount Director o Subdivision No. 1 0 0 z Paramount Subdivision No. 33 S 75 I 7� I 73 W. Pavilion Ln. (Private) 85 BLOCK 1 rU W. Lockhart Ln. 8 (Private) N89'34'51 "W 274.46' °u 0-72 C1 Paramount Subdivision No. 33 FOUND BRASS CAP Paramount POINT OF COMMENCEMENT Q 65 N � FOUND BRASS CAP 500.00' SET 5/8" REBAR WITH PLASTIC CAP MARKED "ALB No. 27 NE CORNER SECTION 25 > BASIS OF BEARINGS 500.00' PER CP&F No. 2017-072471 8' 18'38" "E W. Chinden Blvd. (HWY 20/26) "ALB 12459" 6 S89'37'01 2669.36' — _ — _ — — 24 19 36.74' 0 — e — — _ — _ _ — — _ 0 25730 0 S89'37'01 "E 739.75' NOTE __ ON SHEET _) D CALCULATED POINT 5� LOT NUMBER 220 LOT NUMBER PER PARAMOUNT DIRECTOR SUBDIVISION No. 1 SUBDIVISION BOUNDARY LINE LOT LI N E - - - SECTION LINE ROAD CENTERLINE jC14 ADJACENT LOT LINE -------- EASEMENT LINE BLOCK 31 32 33 34 35 30 0 8� 80 79 Paramount Director , „ 36 N00 00 00 E Subdivision No. 1 52.50' 0 0 N90'00'00"W 13.54' 0 W. Pavilion Ln. (Private) 37 W 111 J O > Q a Ong E 144 37 0 0 112 0 8 8 8 89 N90'00'00"W 62.46' 115 113 P 0 119 N90'00'00"W�' 21.00' rn c0 P 145 146 147 ate' 0 0 Paramount Director o Subdivision No. 1 0 0 z Paramount Subdivision No. 33 S 75 I 7� I 73 W. Pavilion Ln. (Private) 85 BLOCK 1 rU W. Lockhart Ln. 8 (Private) N89'34'51 "W 274.46' °u 0-72 C1 Paramount Subdivision No. 33 n 01 @9 LJ a� FOUND BRASS CAP Paramount Subdivision Q 65 N � FOUND 5/8" REBAR MARKED "PLS 7880" 500.00' SET 5/8" REBAR WITH PLASTIC CAP MARKED "ALB No. 27 12459" > FOUND 1/2" REBAR MARKED "ALB 12459" n 01 @9 LJ a� FOUND BRASS CAP ® Q Q 65 N � FOUND 5/8" REBAR MARKED "PLS 7880" 500.00' SET 5/8" REBAR WITH PLASTIC CAP MARKED "ALB 8'18'38" 12459" > FOUND 1/2" REBAR MARKED "ALB 12459" 500.00' tD.LA 8' 18'38" SET 1/2" REBAR WITH PLASTIC CAP MARKED a "ALB 12459" 6 �O 45'00'00" MARKED "ALB PLS 12459" z 63 r1 Li- ti"fJ•' 10 M 59 N89'34'51 "W 205.01' W. Director St. Paramount Subdivision No. 33 37' R -O -W PER INST. No. 2019 - In 00 I� C: v 0)IL� o. Lo 0 z N (n 0 0 V) I I i N89'34'51 "W 37.00' (TIE) 0 POINT OF BEGINNING 3Iw �Iry \OMNI. LAND S 12459 U's 1245 �o 99 qTE' OF COQ �O 0 40 80 160 240 Scale: 1 "=80' SHEET INDEX SHEET 1 - OVERALL SUBDIVISION MAP AND LEGEND SHEET 2-3 - DETAIL PLAT MAP SHEET 4 - CURVE AND LINE TABLES AND NOTES SHEET 5 - CERTIFICATE OF OWNERS SHEET 6 - CERTIFICATES AND APPROVALS REFERENCES R1. PLAT OF PARAMOUNT DIRECTOR SUBDIVISION No. 1, BOOK 112 OF PLATS AT PAGES 16,463-16,469, RECORDS OF ADA COUNTY, IDAHO. R2. PLAT OF PARAMOUNT SUBDIVISION No. 27, BOOK 108 OF PLATS AT PAGES 15,046-15,048, RECORDS OF ADA COUNTY, IDAHO. R2. PLAT OF PARAMOUNT SUBDIVISION No. 33, BOOK 112 OF PLATS AT PAGES 16259-16261, RECORDS OF ADA COUNTY, IDAHO. LEGEND 0 FOUND BRASS CAP ® FOUND ALUMINUM CAP Q FOUND 5/8" REBAR MARKED "ALB 12459" 0 FOUND 5/8" REBAR MARKED "PLS 7880" 500.00' SET 5/8" REBAR WITH PLASTIC CAP MARKED "ALB 8'18'38" 12459" O FOUND 1/2" REBAR MARKED "ALB 12459" 500.00' UNLESS NOTED OTHERWISE 8' 18'38" SET 1/2" REBAR WITH PLASTIC CAP MARKED 72.46' "ALB 12459" 48.00' SET BRASS PLUG (WITH MAGNET INSERT) 45'00'00" MARKED "ALB PLS 12459" 36.74' 0.50' (UNLESS NOTED OTHERWISE) WITNESS We CORNER. SET BRASS PLUG (WITH MAGNET INSERT) MARKED "ALB PLS 12459" (SEE NOTE __ ON SHEET _) D CALCULATED POINT 5� LOT NUMBER 220 LOT NUMBER PER PARAMOUNT DIRECTOR SUBDIVISION No. 1 SUBDIVISION BOUNDARY LINE LOT LI N E - - - SECTION LINE ROAD CENTERLINE - ADJACENT LOT LINE -------- EASEMENT LINE CURVE TABLE CURVE RADIUS LENGTH DELTA CHORD BRG CHORD DIST C1 500.00' 72.52' 8'18'38" S86'15'50"W 72.46' C2 500.00' 72.52' 8' 18'38" S86' 15'50"W 72.46' C3 48.00' 37.70' 45'00'00" N22'30'00"W 36.74' L. Bp�� (t •'3!7•Zd1loo DEVELOPER BRIGHTON CORPORATION BOISE, ID ENGINEERS. SURVEYORS. PLANNERS 9233 WEST STATE STREET BOISE, IDAHO 83714 PHONE (208) 639-6939 FAX(208)639-6930 PLAT OF Paramount Director Subdivision No. 2 W. Chinden Blvd. (HWY 20/26) 0 0 0 0 0 0 o S89'37'01 "E 739.75' • 0 0 Og I------------- ---------------------------- S89'37'01 "E 776.73' O I--1-------------------------------"� --------------- ' o - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -739.73 N o 14' CITY OF MERIDIAN I �-------------------------------1 0o PATHWAY EASEMENT PER 83 f E 1 25' GRAVITY IRRIGATION o w �t INST. No. 2019- EASEMENT PER INST. No. ------- 6.00 CITY OF MERIDIAN o in I I PATHWAY EASEMENT N N89'37'01 "W 739.70' I I PER INST. No. 2019-__--_- N o------------------------� I zto, o I MI LO N90'00'00"E 636.46' I I 48.00' 48.00' 48.00' 48.00' 48.00' 111 48.00' 48.00' 48.00' 48.00' 40 48.00' 48.00' 40 48.00' 60.46' 1 I I d I � 0O O 0p O 0_O O O BLOCK 1 0O p O 0 0 -q- II III �I o0o O N0' W 80 79 (7 7('d 17 (7 17�73 r7 W 3 N I I cn N90'00'00"W J 0 tt 0 W - 0 0 0 0 0 O 0 0 o 0 0 35 36 \ 0 0 w0 0 0 0 0 0 0 0 V)i 0 0 N00'00'00"E 0 0 z z `�� z z 0 O z 52.50' z z z `� z z z z 37 o 0 � 4' (SEE N 00 _ -1- - 48.00' - -48.00'- - - -48.00'- - - N90'00'00"W J 0 tt 0 N90'00'00"W 99.04' a 0 0 O 0 \ \\ 0 0 0 0 BLOCK 1 \ 70 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O z z z z z z z z z 37 -48.00'- -48.00'- - -j- - -48.00'- - -48.00'- - - -48.00'• - - -48.00'• -48.00'- - -J-28.54'- •`^ 5 ---------- N90'00'00"W 508.54' 13.54' N90'00'00"W 99.04' o I 0 \ \\ o z \ \ \ I BLOCK 1 \ 4° (SEE \ NOTE 1 1) \ X000 0 \ 00 d 55.16' J W. Pavilion Ln. (Private) 98.73' O o o O I 0 0 Co � I q 0 6 0 37 o 0 o6 4' (SEE N 00 NOTE 10) Z N90'00'00"W 99.00' 56.00'- O r 0w o �w o - 65 0 c6 00 z � o6 -N90'00'00"W -J 99.00' _ ' N90'00'00"E 508.54' SHEET 3 LAND \ONpL C-0) \S -40.00' - - 40.00' - 40.00' -40.00' - 20.00' °- 12459 - 40.00' -40.00'- -40.00'- -40.00' - -40.00'- -37.54' --o"20.00"'-- - - -71.00'- - - W �. tl •3 .�1� DEVELOPER BRIGHTON CORPORATION Lq w (D co } � 0 0 L 0 0 0 0 iD Lq M 4' (SEE O Vi AH w Ld � � � LO 00 LO 00 LO LO L w o I� NOTE 11) 0 N 0 112 z 0 o o z8 @ 89 90 @9 0 �9 0 93 0 0 0 0 0 @ o N90'00'00"VV o 0 0 w 0 o I 4' (SEE 0 z 0 0 0 V) '- o 0 0 0 0 O 0 0 0 o vLU 0 0 0 BLOCK 1 0 0 0 0 o NOTE 10) 0 0 0 gg oLO 0 ( N � �F z V) V) U) (n � N r i It ' �� 9.54 G 1 Co N90'00'00"W 87.50' -40.00' - 22.46' -40.00' - - 40.00' 20.00' - 40.00'- - 40.00'- - 40.00'- -40.00' - - 40.00'- - - o w N90'00'00"W Q17.54 62.46'N90'00'00"W 327.07' O ( I o I I I rn o C19 N90'00'00"E 299.07' I -I , 0 6 o 114 113 � GZh 87.07' 40.00' 40.00' 40.00' ( 92.00' c23 c�� z N w N90'00'00"W 82.60' I 20' (SEE NOTE 12) 20' (SEE NOTE 12) I I I N90'00'00"E 83.60' n w r N90'00'00"W 87.50' 115 oUJ 00 o O I 20' (SEE I I o I U 0� p z o I NOTE 12) I (0 0 o d ri N I N L IN90*00'00"W z N90'00'00"E 88.00' A. I I N90'00'00"W 89.00' 87.50'- I SEE SHEET 3 0 40 80 160 240 Scale: 1 "=40' �_'C61 37.00' I ENGINEERS. SURVEYORS. PLANNERS 9233 WEST STATE STREET BOISE, IDAHO 83714 PHONE (208) 639-6939 FAX (208) 639-6930 N90'00'00"W 99.04' o I 0 \ \\ o z \ \ \ I \ 4° (SEE \ NOTE 1 1) \ X000 0 \ 00 d 55.16' J 43.57' 1 N90'00'00"W 98.73' O o o O I 0 0 Co � I I I 37.00' I ENGINEERS. SURVEYORS. PLANNERS 9233 WEST STATE STREET BOISE, IDAHO 83714 PHONE (208) 639-6939 FAX (208) 639-6930 N90'00'00"W 99.04' C9 SIE) NOTE O X000 0 00 00 d Q w N90'00'00"W 99.00' w O o l I 0 0 0 0 6 0 O o 0 o6 4' (SEE N 00 NOTE 10) Z N90'00'00"W 99.00' 56.00'- r 0w o �w o - 65 0 c6 00 z � o6 -N90'00'00"W -J 99.00' SEE SHEET 3 LAND \ONpL C-0) \S °- 12459 s� �o 9q q�F OF SOP �O tl •3 .�1� DEVELOPER BRIGHTON CORPORATION BOISE, ID 37.00' I ENGINEERS. SURVEYORS. PLANNERS 9233 WEST STATE STREET BOISE, IDAHO 83714 PHONE (208) 639-6939 FAX (208) 639-6930 0 SEE SHEET 2 112 Ii! 8 0 O 0 O. 0 O z -40.00' - 22.46' 17.54 -40.00' - N90'00'00"W 62.46' 114 115 116 117 118 89 90 9� 9� 93 w r N90'00'00"E 299.07' 113 U� o 1 40.00' BLOCK 1 �z 40.00' I N90'00'00"W 82.60' ru - 40.00' 20.00' - 40.00'- - 40.00'- - 40.00'- 0 r 1 N90'00'00"W 327.07' 0 0 0 00 119 O O N90'00'00"W 21.00' 37 146 1 147 I o 0 0 I� � V) U N90'00'00"E 88.00' 0 N90'00'00"E 88.00' M N90'00'00"E 88.00' wo w - V) �w �z •67.00'- - 0 0 0 0 "00 C19 I I O N90'00'00"E 299.07' 113 � G21 87.07 1 40.00' 12 40.00' 40.00' I N90'00'00"W 82.60' ru " o o I I N90'00'00"W 89.00' 0 0 l I 0 O 1 "I 0 o 0 0 0 0 O 0 oI w 20' (SEE Co Co 1 rri N V) sC) I I N90'00'00"E 88.00' 0 BLOCK 1 o L O 0 0 0 00 119 O O N90'00'00"W 21.00' 37 146 1 147 I o 0 0 I� � V) U N90'00'00"E 88.00' 0 N90'00'00"E 88.00' M N90'00'00"E 88.00' wo w - V) �w �z •67.00'- - 0 0 0 0 0 I O 0 I 40.00' 40.00' ---- _ N I I N90'00'00"W 12 r- I o " o o I I N90'00'00"W 89.00' 0 0 l I---------- I I 1 "I 0 0 0 I 0 O 0 20' (SEE i i 1 I I NOTE 12) V) sC) I I I I I 20' (SEE BLOCK 1 L NOTE 12) UjI w 00 I I d �.. ci I I o O d1 178.07' BLOCK 1 0co PLAT OF Paramount Director Subdivision No. 2 L 40.00' 40.00' J 00 0 0 I; I I 20' (SEE NOTE 12) I 20' (SEE NOTE 12) N90'00'00"W 425.07' - 40.00'- - 92.00' C23 N90'00'00"W 87.50' 0 � o o p o 0 0 d' d - I � N90'00'00"E 83.60' n i `w N90'00'00"W 87.50' O " O �' O 0 0 z Ki I N90'00'00"W 89.00' N L-N90'00'00"W 87.50'- I 1 I O `n o d o LO0 ---- -1 0 0 0 r- w o I I 0 0 N90'00'00"W 89.00' 1 o � I; I I 20' (SEE NOTE 12) I 20' (SEE NOTE 12) N90'00'00"W 425.07' - 40.00'- - 92.00' C23 N90'00'00"W 87.50' 0 � o o p o 0 0 d' d - I � N90'00'00"E 83.60' n i `w N90'00'00"W 87.50' O " O �' O 0 0 z Ki I N90'00'00"W 89.00' N L-N90'00'00"W 87.50'- N90'00'00"W 89.00' w N90'00'00 W 87.50' 0 I 4' (SEE 0 0 00 0 NOTE 10)-I 0 0 d 0 4' (SEE o N90'00'00"W 89.00' C5 `t 6 p O C5 -----89.00'----- W. Lockhart Ln. (Private) o NOTE 11) N90 -00'00"W 87.50' J I rn 00 � Ki p N O 20.00' L- - - 71.00'- SEE SHEET 2 I O `n o d o LO0 0 0 r- I M I N N90'00'00"W 89.00' N90'00'00"W 87.50' o 1 "I 0 0 0 in 0 O 0 M z i i 00 4; V) N90'00'00"W 89.00' w N90'00'00 W 87.50' 0 I 4' (SEE 0 0 00 0 NOTE 10)-I 0 0 d 0 4' (SEE o N90'00'00"W 89.00' C5 `t 6 p O C5 -----89.00'----- W. Lockhart Ln. (Private) o NOTE 11) N90 -00'00"W 87.50' J I rn 00 � Ki p N O 20.00' L- - - 71.00'- SEE SHEET 2 0 20 40 180 120 Scale: 1 "=40' I i N90'00'00"W 99.00' I I 0 0 I 6� Cdo 4' (SEE I`- NOTE 10) 4; sC) N90'00'00"W 99.00' L I UjI w N90'00 , >, 00 E 425.07 d �.. o O vw o O d1 � I z 4 _ - -48.00'- - I - -48.00'- - - - -48.00'- - - -48.00'- - - -48.00'- - N - -48.00'- - N90'00'00"W 99.00' -J -41.07'- G�q� 10' (SEE 60 o6 I f O 00 ! 0 0 64 Z C15 Co � {� NOTE 9) I II N 0^ w � w N90'00'00"W 99.00' o O 0 °o I a z`t � 6306 � 0 N 'n 4' (SEE ' o N ,n I -`-NOTE 10) N ,n I 00 N N N Co CoN Co CO , „ I N90'00 00 W 96.57' I N90'00'00"W 99.00' O w 56.00' p I 00 0 NO O O 0 0 0) co 6 BLOCK 1 Oo 0 V) 0 M 000 W C11 I 1 -'-II PATHWAY EASEMENT O N o 4� N90'00'00"W 99.01' 49 I N 50 � 0 o '- �5 U �5 Op w 00 w w w 0 0 59 0 1 1 PER INST. No. 2019-_. z 0 o 0 0 20 40 180 120 Scale: 1 "=40' ,ZjNpl LAND G,D 4- b o DEVELOPER Ln 1t245�9((�� BRIGHTON CORPORATION 99 qTF of°P �� BOISE, ID �N L. B P�-�'P ENGINEERS. SURVEYORS. PLANNERS 9233 WEST STATE STREET BOISE, IDAHO 83714 PHONE (208) 639-6939 FAX(208)639-6930 N90'00'00"W 106.41' sC) \ N90'00 , >, 00 E 425.07 � Na, � NOTE 11) 1 0 I I 1 I _ - -48.00'- - - -48.00'- - - - -48.00'- - - -48.00'- - - -48.00'- - - -48.00'- - - -48.00'- - -41.07'- G�q� 10' (SEE 60 o6 I f F48.00'- C15 -a°io � {� NOTE 9) I II 0^ w � °o I II I 3 o N 'n N e w "� F -LO N N ,n N ,n N ,n N N N Co CoN Co CO , „ I N90'00 00 W 96.57' I I I 6.00' CITYI OF MERIDIAN O N p O z NO O O O 0) O 0 M 000 W I 1 -'-II PATHWAY EASEMENT O N o 4� 49 50 r- BLOCK 1 �5 '- �5 53 �5 w 00 w w w 0 0 59 0 1 1 PER INST. No. 2019-_. z 0 o 0 0 0 0 o 0 000 l 0 O 0 0 0 0 0 0 0 0 0 0 0 O 0 0 z I I II I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 20.00' 96.57' I I 0 V) 0 V) 0 U) 0 N 0 cn O cn V) 0 N90'00 00 W 116.57' 1 1 1 25 GRAVITY IRRIGATION O EASEMENT PER 48. 48.00' 48.0 N INST. No. ------ 48.00, 4-8 .26' 52 _ _N90'00'00W 96.00'- - --- - - - - - - - -- - - S84'03 11 205.01' S89'34'51 "E 10.90' N90'00'00"W 28-8.0-0'-- C1 o N89'34'51 "W 205.01' 37.00' (TIE) o N89'34'S1"W 274.46' ° C2 _ _ _ - _ ---------------------- ------ -- ----------------------- ----- ----------------- - - - - - - - - - - - - - -- 25' N. SLOUGH LATERAL EASEMENT PER INST. No. 2016-039845 W. Director St. ,ZjNpl LAND G,D 4- b o DEVELOPER Ln 1t245�9((�� BRIGHTON CORPORATION 99 qTF of°P �� BOISE, ID �N L. B P�-�'P ENGINEERS. SURVEYORS. PLANNERS 9233 WEST STATE STREET BOISE, IDAHO 83714 PHONE (208) 639-6939 FAX(208)639-6930 CURVE TABLE CURVE RADIUS LENGTH DELTA CHORD BRG CHORD DIST Cl 500.00' 72.52' 8'18'38" S86'15'50"W 72.46' C2 500.00' 72.52' 8' 18'38" S86' 15'50"W 72.46' C3 48.00' 37.70' 45'00'00" N22'30'00"W 36.74' C4 72.50' 113.88' 90'00'00" N45'00'00"W 102.53' C5 72.50' 19.71' 15'34'25" S82'1 2'48"E 19.65' C6 72.50' 25.13' 19'51'23" S64'29'54"E 25.00' C7 72.50' 25.40' 20'04'37" S44'31'53"E 25.28' C8 72.50' 41.11' 32'29'16" S18*14'57"E 40.56' C9 72.50' 2.54' 2'00'18" S1'00'09"E 2.54' C10 72.50' 113.88' 90'00'00" N45'00'00"E 102.53' C11 72.50' 1.02' 0'48'14" SO'24'07"W 1.02' C12 72.50' 43.24' 34'10'29" S17'53'29"W 42.61' C13 72.50' 20.35' 16'05'05" S43'01'1 6"W 20.29' C14 72.50' 42.33' 33'27'08" S67'47'23"W 41.73' C15 72.50' 6.94' 5'29'03" S87'15'28"1N 6.94' C16 16.50' 25.92 90'00'00" S45'00'00"W 23.33' C17 16.50' 25.92' 90'00'00" S45'00'00"E 23.33' C18 28.00' 43.98' 90'00'00" N45'00'00"E 39.60' C19 28.00' 43.98' 90'00'00" S45'00'00"W 39.60' C20 28.00' 17.69' 36'11'57" S18'05'59"W 17.40' C21 28.00' 26.29' 53'48'03" S63'05'59"W 25.34' C22 28.00' 43.98' 90'00'00" N45'00'00"W 39.60' C23 28.00' 26.29' 53'48'03" S63'05'59"E 25.34' C24 28.00' 17.69' 36'11'57" S18'05'59"E 17.40' C25 48.00' 31.28' 37'20'24" N18'40'12"W 30.73' C26 28.00' 18.25' 37'20'24" S18'40'12"E 17.93' LINE TABLE LINE # LENGTH BEARING L1 31.47 S53'55'43"W L2 16.10 S53'55'43"W L3 9.38 N37'20'24"W PLAT OF Paramount Director Subdivision No. 2 NOTES 1. MINIMUM BUILDING SETBACK LINES SHALL CONFORM TO THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN AT THE TIME OF ISSUANCE OF A BUILDING PERMIT. 2. THE BOTTOM OF STRUCTURAL FOOTINGS SHALL BE SET A MINIMUM OF 12 -INCHES ABOVE THE HIGHEST ESTABLISHED NORMAL GROUND WATER ELEVATION. 3. ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN IN EFFECT AT THE TIME OF RESUBDIVISION. 4. IRRIGATION WATER HAS BEEN PROVIDED FROM SETTLERS IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO CODE SECTION 31-3805(1)(b). LOTS WITHIN THIS SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS AND WILL BE OBLIGATED FOR ASSESSMENTS FROM SETTLERS IRRIGATION DISTRICT. 5. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF THE IDAHO CODE, 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". 6. LOTS 158, 182, 183, 185, 190, 197, AND 211, BLOCK 1 ARE COMMON LOTS AND SHALL BE OWNED AND MAINTAINED BY THE PARAMOUNT DIRECTOR HOMEOWNERS ASSOCIATION, INC. THESE COMMON LOTS ARE SUBJECT TO BLANKET EASEMENTS FOR PUBLIC UTILITIES, STORM DRAINAGE AND HOMEOWNER'S ASSOCIATION PRESSURIZED IRRIGATION. 7. LOT 185, BLOCK 1 (COMMON LOT) IS A PRIVATE ROAD AND MAINTENANCE FOR SAID LOT IS AS PROVIDED IN THE COVENANTS, CONDITIONS AND RESTRICTIONS FOR THIS SUBDIVISION. THE RESTRICTIVE COVENANT FOR MAINTENANCE OF THE PRIVATE ROAD CANNOT BE MODIFIED AND THE HOMEOWNER'S ASSOCIATION CANNOT BE DISSOLVED WITHOUT THE EXPRESS CONSENT OF THE CITY OF MERIDIAN. 8. LOT 158, BLOCK 1 (COMMON LOT) IS SUBJECT TO A BLANKET EASEMENT FOR COMMON DRIVES TO PROVIDE ACCESS FOR THE RESIDENTIAL LOTS ADJACENT TO THIS LOT (LOTS 159 AND 160, BLOCK 1). THE COMMON DRIVES SHALL BE MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. 9. LOTS 159-161, BLOCK 1 ARE SUBJECT TO A 10.00 FOOT WIDE EASEMENT FOR PUBLIC UTILITIES AS SHOWN HEREON. 10. UNLESS OTHERWISE DIMENSIONED, ALL LOT LINES COMMON TO THE PRIVATE ROAD RIGHTS-OF-WAY (LOT 185, BLOCK 1) CONTAIN A 4.00 FOOT WIDE EASEMENT FOR PUBLIC UTILITIES, CITY OF MERIDIAN STREET LIGHTS, HOMEOWNER'S ASSOCIATION PRESSURIZED IRRIGATION AND LOT DRAINAGE. 11. AS DIMENSIONED AND SHOWN HEREON, THE LOT LINES CONTAIN AN EASEMENT FOR HOMEOWNER'S ASSOCIATION PRESSURIZED IRRIGATION. 12. ALL OF LOT 185, BLOCK 1 AND A PORTION OF LOTS 197 AND 211, BLOCK 1 ARE SUBJECT TO A SEWER AND WATER EASEMENT IN FAVOR OF THE CITY OF MERIDIAN PER INSTRUMENT No. 2019------, OF ADA COUNTY RECORDS. 13. LOTS SHALL NOT BE REDUCED IN SIZE WITHOUT PRIOR APPROVAL FROM THE HEALTH AUTHORITY AND THE CITY OF MERIDIAN. 14. NO ADDITIONAL DOMESTIC WATER SUPPLIES SHALL BE INSTALLED BEYOND THE WATER SYSTEM APPROVED IN THE SANITARY RESTRICTION RELEASE. 15. REFERENCE IS MADE TO THE PUBLIC HEALTH LETTER ON FILE REGARDING ADDITIONAL RESTRICTIONS. 16. THIS SUBDIVISION WILL BE SUBJECT TO THE COVENANTS, CONDITIONS AND RESTRICTIONS THAT ARE TO BE FILED FOR RECORD AT THE ADA COUNTY RECORDER'S OFFICE. 17. DIRECT LOT ACCESS TO WEST CHINDEN BLVD. (HIGHWAY 20/26), NORTH MERIDIAN ROAD AND WEST DIRECTOR STREET IS PROHIBITED. 18. LOT 184, BLOCK 1 IS DESIGNATED AS NON -BUILDABLE AND TO BE OWNED BY THE DEVELOPER OR ASSIGNS FOR POSSIBLE RIGHT-OF-WAY ACQUISITION. \ONp,L LAND S S TE O 12459 un� �o 9q qTF OF SOP �O It. DEV LOPER BRIGHTON CORPORATION BOISE, ID ENGINEERS. SURVEYORS. PLANNERS 9233 WEST STATE STREET BOISE, IDAHO 83714 PHONE (208) 639-6939 FAX (208) 639-6930 PLAT OF Paramount Director Subdivision No. 2 CERTIFICATE OF OWNE KNOW ALL MEN/WOMEN BY THESE PRESENTS: THAT THE UNDERSIGNED IS THE OWNER OF THE REAL PROPERTY HEREAFTER DESCRIBED. A PARCEL OF LAND SITUATED IN A PORTION OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 25, TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT A FOUND BRASS CAP MONUMENT MARKING THE NORTHEAST CORNER OF SAID SECTION 25, WHICH BEARS S89'37'01"E A DISTANCE OF 2,669.36 FEET FROM A FOUND ALUMINUM CAP MONUMENT MARKING THE NORTH 1/4 CORNER OF SAID SECTION 25, THENCE FOLLOWING THE EASTERLY LINE OF SAID NORTHEAST 1/4, S00'25'09"W A DISTANCE OF 781.52 FEET TO A FOUND 5/8 -INCH REBAR MARKING THE NORTHEAST CORNER OF PARAMOUNT SUBDIVISION No. 33 (A SUBDIVISION ON FILE IN BOOK 112 OF PLATS AT PAGES 16,259 THROUGH 16,261, RECORDS OF ADA COUNTY, IDAHO); THENCE LEAVING SAID EASTERLY LINE AND FOLLOWING THE NORTHERLY BOUNDARY OF SAID PARAMOUNT SUBDIVISION No. 33, N89'34'51 "W A DISTANCE OF 37.00 FEET TO A SET 5/8 -INCH REBAR AND BEING THE POINT OF BEGINNING. THENCE FOLLOWING THE SAID NORTHERLY BOUNDARY OF PARAMOUNT SUBDIVISION N0, 33 THE FOLLOWING FOUR (4) COURSES: 1. N89'34'51"W A DISTANCE OF 205.01 FEET TO A FOUND 5/8 -INCH REBAR; 2. 72.52 FEET ALONG THE ARC OF A CIRCULAR CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 500.00 FEET, A DELTA ANGLE OF 08'18'38", A CHORD BEARING OF S86'15'50"W AND A CHORD DISTANCE OF 72.46 FEET TO A FOUND 5/8 -INCH REBAR; 3. 72.52 FEET ALONG THE ARC OF A REVERSE CIRCULAR CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 500.00 FEET, A DELTA ANGLE OF 08'18'38, A CHORD BEARING OF S86'15'50"W AND A CHORD DISTANCE OF 72.46 FEET TO A FOUND 5/8 -INCH REBAR; 4. N89'34'51 "W A DISTANCE OF 274.46 FEET TO A FOUND 5/8 -INCH REBAR MARKING THE SOUTHEAST CORNER OF PARAMOUNT DIRECTOR SUBDIVISION NO. 1; THENCE LEAVING SAID NORTHERLY BOUNDARY AND FOLLOWING THE EASTERLY BOUNDARY OF SAID PARAMOUNT DIRECTOR SUBDIVISION NO. 1 THE FOLLOWING NINE (9) COURSES: 1. N00'00'00"W A DISTANCE OF 169.41 FEET TO A FOUND 5/8 -INCH REBAR; 2. N90'00'00"W A DISTANCE OF 21.00 FEET TO A FOUND 5/8 -INCH REBAR; 3. N00'00'00"E A DISTANCE OF 231.95 FEET TO A FOUND 5/8 -INCH REBAR; 4. N90'00'00"W A DISTANCE OF 62.46 FEET TO A FOUND 5/8 -INCH REBAR; 5. N00'00'00"E A DISTANCE OF 141.50 FEET TO A FOUND 5/8 -INCH REBAR; 6. N90'00'00"W A DISTANCE OF 13.54 FEET TO A FOUND 5/8 -INCH REBAR; 7. N00'00'00"E A DISTANCE OF 52.50 FEET TO A FOUND 5/8 -INCH REBAR; 8. 37.70 FEET ALONG THE ARC OF A CIRCULAR CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 48.00 FEET, A DELTA ANGLE OF 45'00'00", A CHORD BEARING OF N22'30'00"W AND A CHORD DISTANCE OF 36.74 FEET TO A FOUND 5/8 -INCH REBAR; 9. N00'22'59"E A DISTANCE OF 123.06 FEET TO A FOUND 5/8 -INCH REBAR ON THE SOUTHERLY RIGHT-OF-WAY LINE OF SAID WEST CHINDEN BOULEVARD; THENCE LEAVING SAID EASTERLY BOUNDARY AND FOLLOWING SAID SOUTHERLY RIGHT-OF-WAY LINE, S89'37'01"E A DISTANCE OF 739.75 FEET TO A SET 5/8 -INCH REBAR ON THE WESTERLY RIGHT-OF-WAY LINE OF N. MERIDIAN ROAD; THENCE LEAVING SAID SOUTHERLY RIGHT-OF-WAY LINE AND FOLLOWING SAID WESTERLY RIGHT-OF-WAY LINE, S00'25'09"W A DISTANCE OF 741.49 FEET TO THE POINT OF BEGINNING. SAID PARCEL CONTAINS 11.641 ACRES, MORE OR LESS. IT IS THE INTENTION OF THE UNDERSIGNED TO HEREBY INCLUDE SAID LAND IN THIS PLAT. THE PRIVATE ROADS AND THE EASEMENTS SHOWN ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC, BUT THE RIGHTS TO USE SAID PRIVATE ROADS AND EASEMENTS ARE HEREBY PERPETUALLY RESERVED FOR PUBLIC UTILITIES AND SUCH OTHER USES AS SHOWN ON THIS PLAT. NO STRUCTURES OTHER THAN FOR SUCH UTILITY AND OTHER DESIGNATED PUBLIC USES ARE TO BE ERECTED WITHIN THE LIMITS OF SAID EASEMENTS UNLESS NOTED OTHERWISE ON THIS PLAT. ALL LOTS WITHIN THIS PLAT WILL RECEIVE WATER SERVICE FROM THE CITY OF MERIDIAN AND SAID CITY HAS AGREED IN WRITING TO SERVE ALL OF THESE LOTS. JONATHAN D. WARDLE, PRESIDENT BRIGHTON DEVELOPMENT, INC. ACKNOWLEDGMENT STATE OF IDAHO SS COUNTY OF ADA ON THIS DAY OF IN THE YEAR A.D., BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID STATE, PERSONALLY APPEARED JONATHAN D. WARDLE, KNOWN OR IDENTIFIED TO ME TO BE THE PRESIDENT OF BRIGHTON DEVELOPEMENT, INC. AND THE PERSON WHO EXECUTED THIS INSTRUMENT ON BEHALF OF SAID CORPORATION AND ACKNOWLEDGED TO ME THAT SUCH CORPORATION EXECUTED THE SAME. IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR IN THIS CERTIFICATE FIRST ABOVE WRITTEN. NOTARY PUBLIC FOR THE STATE OF RESIDING AT MY COMMISSION EXPIRES CERTIFICATE OF SURVEYOR I, AARON L. BALLARD, DO HEREBY CERTIFY THAT I AM A REGISTERED PROFESSIONAL LAND SURVEYOR LICENSED BY THE STATE OF IDAHO, AND THAT THIS PLAT OF PARAMOUNT DIRECTOR SUBDIVISION No. 2 AS DESCRIBED IN THE "CERTIFICATE OF OWNERS" AND AS SHOWN ON THE ATTACHED PLAT, 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. AARON L. BALLARD, P.L.S. 12459 �Npl LAND 4431 , G1ST9-R_ 12459 ,9,9 qrF OF SOP �p �Oh L. 8 ',P ll - q o•70�8 DEVELOPER BRIGHTON CORPORATION BOISE, ID ENGINEERS. SURVEYORS. PLANNERS 9233 WEST STATE STREET BOISE, IDAHO 83714 PHONE (208) 639-6939 FAX(208)639-6930 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 PRESIDENT ADA COUNTY HIGHWAY DISTRICT APPROVAL OF MERIDIAN CITY ENGINEER THE PLAT IS ACCEPTED AND APPROVED THIS DAY OF A.D. 20— BY THE CITY ENGINEER OF THE CITY OF MERIDIAN, ADA COUNTY, IDAHO. CITY ENGINEER ' 'O • It_: _► Kai Il w1 I, CITY CLERK IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, DO HEREBY CERTIFY THAT IN A REGULAR MEETING OF THE CITY COUNCIL HELD ON THE DAY OF , A.D. 20— THIS PLAT WAS DULY ACCEPTED AND APPROVED. MERIDIAN CITY CLERK CERTIFICATE OF COUNTY SURVEYOR I, THE UNDERSIGNED, COUNTY SURVEYOR IN AND FOR ADA COUNTY, IDAHO, DO HEREBY CERTIFY THAT I HAVE CHECKED THIS PLAT AND THAT IT COMPLIES WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS. ADA COUNTY SURVEYOR DATE PLAT OF Paramount Director Subdivision No. 2 HEALTH CERTIFICATE SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13 HAVE BEEN SATISFIED ACCORDING TO THE LETTER TO BE READ ON FILE WITH THE COUNTY RECORDER OR HIS AGENT LISTING THE CONDITIONS OF APPROVAL. SANITARY RESTRICTIONS MAY BE REIMPOSED, IN ACCORDANCE WITH SECTION 50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL. HEALTH OFFICER CERTIFICATE OF ADA 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. COUNTY TREASURER DATE: CERTIFICATE OF COUNTY RECORDER STATE OF IDAHO SS ADA COUNTY I HEREBY CERTIFY THAT THIS PLAT OF PARAMOUNT DIRECTOR SUBDIVISION No. 2 WAS FILED AT THE REQUEST OF AT MINUTES PAST O'CLOCK .M., THIS DAY OF A.D., IN MY OFFICE AND WAS DULY RECORDED AS BOOK OF PLATS AT PAGES THRU INSTRUMENT NUMBER DEPUTY FEE: EX -OFFICIO RECORDER \�Npl LAp�s 12459 un �o 99 9TF OF oli �O DEVELOPER BRIGHTON CORPORATION BOISE, ID ENGINEERS. SURVEYORS. PLANNERS 9233 WEST STATE STREET BOISE, IDAHO 83714 PHONE (208) 639-6939 FAX(208)639-6930