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HomeMy WebLinkAboutSignature Sheets PLAT OF 31 32 E. Lake Hazel Rd. APEX CADENCE SUBDIVISION No. 1 T.2N., R.1E. FOUND ALUMINUM CAP T.2N., R.1 E. NORTHWEST CORNER SECTION 5 6 5 A PORTION OF THE EAST 1/2 OF THE NORTHEAST 1/4 OF SECTION 6, PER CP&F No. 2022-051917 N TOWNSHIP 2 NORTH, RANGE 1 EAST, B.M., (6 SHEET INDEX CITY OF MERIDIAN, ADA COUNTY, IDAHO. SHEET 1 - OVERALL SUBDIVISION MAP AND LEGEND 2026 C3 L4 • C2 M SHEETS 2-4 - DETAIL PLAT MAP SHEET 5 - CURVE AND LINE TABLES AND NOTES SHEET 6 - CERTIFICATE OF OWNERS SHEET 7 - CERTIFICATES AND APPROVALS 1. 3 REFERENCES N • N89°55'25"E 206.13' • M N R1. RECORD OF SURVEY No. 3952, RECORDS OF ADA COUNTY, IDAHO. SOO°04'35"E N 97.50' p R2. RECORD OF SURVEY No. 8580, RECORDS OF ADA COUNTY, 0 50 100 200 300 z IDAHO. 4mini -J „ p� > N89°55'25"E 214.50' R3. PLAT OF APEX SOUTHEAST SUBDIVISION No. 1, BOOK 122 OF Scale: 1 =100 o a • 1 • PLATS AT PAGES 19381-19386, RECORDS OF ADA COUNTY, IDAHO. M M R4. PLAT OF APEX SOUTHEAST SUBDIVISION No. 2, BOOK 124 OF E. Bingley St. (Private) PLATS AT PAGES 19803-19808, RECORDS OF ADA �3 co O COUNTY, IDAHO. •- � 2 ir) BLOCK 1 R5. PLAT OF APEX SOUTHEAST SUBDIVISION No. 3, BOOK 131 OF N PLATS AT PAGES 214-219, RECORDS OF ADA COUNTY, IDAHO. Z O �• S79°34.SQ„ S79°34'50"E > 5 6 7 O O o LEGEND E 235.009 � 56.00 L C1 ® FOUND ALUMINUM CAP • N• N N89°55'25"E 213.39' FOUND 5/8" REBAR MARKED "ALB 12459" _o • O UNLESS NOTED OTHERWISE Z E. Ambition Ln. (Private) O SET 5/8" REBAR WITH PLASTIC CAP • N31°51 '1 2"E 0 53 51 MARKED "ALB 12459" 92.01 ' 10 7 FOUND 1/2" REBAR MARKED "ALB 12459" 3 99 54 50 N O UNLESS NOTED OTHERWISE • 0 98 55 49 11 • SET 1/2- REBAR WITH PLASTIC CAP O w MARKED ALB 12459" ° LO O SET BRASS PLUG (WITH MAGNETIC INSERT) MARKED "ALB PLS 12459" 0.50' UNLESS NOTED OTHERWISE) WITNESS 0 BLOCK 1 96 57 47 13 N O OWC CORNER. SET BRASS PLUG (WITH MAGNETIC • BLOCK 1 a INSERT) MARKED "WC PLS 12459" (SEE 0� 95 58 46 4-1 N NOTE 19 ON SHEET 5) 14 3 -J 1 59 45 � CALCULATED POINT 0 cu > L .L 15 > p •0 14 NEW LOT NUMBER 3� 93 a 60 44 0 Ln xxi > SUBDIVISION BOUNDARY LINE BLOCK 1 Q 1 1 1 1 1 1 1 92 � 61 5 43 �-' 16 � 2 Q cn LOT LINE E >, BLOCK 1 00 — — — SECTION LINE E 91 w 62 42 Z —' C N 17 cri — ROAD CENTERLINE 30 cn E. Grand Crane Ln. (Private) OU 63 41 ADJACENT LOT LINE p �- 18 � uj 64 40 — — — — — — — — EASEMENT LINE N ACHD 1 STORM DRAIN EASEMENT (SEE 8 NOT 1 82 83 84 85 86 87 88 89 90 65 39 19 0 rn tD 66 38 2p 3 � sp !n 21 0 2� 79 78 77 76 75 74 73 72 71 70 0 68 36 22 SURVEY NARRATIVE z 69 35 THE PURPOSE OF THIS SURVEY IS TO SUBDIVIDE THE LAND SHOWN HEREON. THE SURVEY IS BASED UPON THE RETRACEMENT OF PLATS, E. Acme Ln. (Private) SURVEYS AND DEEDS LISTED IN THE REFERENCES HEREON AND A FIELD 1��j23 m SURVEY OF EXISTING MONUMENTATION. MONUMENTATION RECOVERED WAS N FOUND TO BE IN SUBSTANTIAL CONFORMANCE WITH THE REFERENCES 2 p u Z LISTED HEREON. ALL PROPERTY CORNERS WHERE MONUMENTS OF .0 +, RECORD WERE NOT FOUND WERE SET/RESET AS SHOWN HEREON. m > BLOCK 1 24 o O 2 2� �a 34 33 32 31 30 29 28 27 26 25 X ..>_ Q Q \�Npl LANs 12 N _j Q o,� �g1ST G .c 1 4 1p 12459tam E. Via Roberto St. (Public) E. Via Roberto 99�TF of \oP�P�o — - - - - • 6 St. (Public) �NL. B ENGINEERING N89°22'50"W 1 022.21 , 2$ �� 5725BOISE,IDAHO 83713 NORTH DISCOVERY WAY POINT OF BEGINNING 5 FOUND ALUMINUM CAP DEVELOPER PHONE(208)639-6939 EAST 1/4 CORNER SECTION 6 kmengllp.com PER CP&F No. 2025-081540 , B R I G HTO N CORPORATION BOISE, ID FBO. 24-287 TSHEET 1 OF 7 NE CORNER • PLAT OF SUBDIVISION BOUNDARY N (SEE SHEET 4) APEX CADENCE SUBDIVISION No. 1 E. Bingley St. (Private) • E. Ambition Ln. Private NE CORNER (Private) LOT 4, BLOCK 1 See Sheet 3 _ POINT OF CURVE _ AT LOT 10, BLOCK 1 40.50' Z Y 3 I NW CORNER NE CORNER NE CORNER w o I @ � LOT 53, BLOCK 1 LOT 51, BLOCK 1 LOT 10, BLOCK 100 � m I- - -N89'55'25"E_ 5.72' • ' See � Sheet 4 .� • See Sheet z 14` - - -110.00'- - - -I See Sheet 3 See Sheet 3 61 43 1 M O I � � � � � � � � � � � � � � � � � � � � �- 01 - I i I I w � - - -S89'55'25"W_ - ow 001 3 I00 3I i 11 1 1 I I I I 1 @� - - - - - - -- - ;n - I - - - - - - - -1 -N89'55'25"E 94.00' -1 I I ;(, 28.00 1- - - ! i - - -1 I- - - -1 1- - - i 91 � I IF -115.00' - - - 1 N89'55'25"E 110.00' - -- 1 O '00 20.00' 62 20.00' 20.00' 42 20.00' a I I o 0-FT SETBACK 1 0 0 S89'55'25'W 339.88' 0 0 _ B Q 00 I 17 00 (n O i I_ z 00 O E. Grand Crane Ln. (Private) I o S89'S5'25"W 94.00'- !- -N89'55'25"E 94.00'- 1 `i I 1 00 28.00' • - o - - N89'55'25"E 408.88' - - o • N Oo 63 0 I-NOTE 10 41 0-Fr SETBACK 1 0 0 N N 0 0 0 0 I S89'S5'25"W 115.00' Ld 1 1 I o 5' (SEE o "o ! - _S89'55'25"W_ - -I - L _N89'55'25"E_ - -I I I ( O NOTE 8 - - - ,- - - a - - 4-J 0 18 BLOCKI 10 - - -N89'55'25"E- - °� ) N � z � 94.00 � 94.00' - - - 1 ca O I O o `� N89'55'25" 339.88' C+ (- - - -110.00' - - - G`L -40.00, �`9 0 0 -o I 0 > 00 3' (SEE 100 rn I 47.00' 40.00'- -40.00 40.00' -- 40.00 - 40.00'- 40.00'- -40.00 - 2g,00' 0 0 s. o I I o 28.00' I I I I I I I I r I ( ;- I 28.00' I o 64 0 4Q BLOCK 1 a, a r- rNOTE 10) I K I 0 3 10 rn 1 1 rn 0 0 0 0 .� rn rn 11 - -S89-55'25"W - - - co 00I 0 00 0 0 I I BLOCK I I I I I ( I r.I o hI 0 r, � 5' (SEE NOTE 12) `r d � � rn 81 rn 3 I 3 I 3 I i i NI wo 1 - - - - - --� e e - -N89'55'25"E- - -1 J I - - -115.00'- - - i w I ►- I N89'55'25"E 110.00' 1 3 +O•� Lo ' L ' L ' � in �I in I coo r S89'55'25"W 94.00'- r - - -94.00' - - - l w N w w 0 I 0 M LO w CO O M O M O M O M O M O w M 0 0-FT SETBACK I `n > o 0 0 0 0 0 _ o �: 0 0 52 0 0 tU (� 0 O I 19 I o o a N I M 0 82 83 84 85 86 87 z i "> o 89 00 O O M 0 r- Ln O `f O It o or O �r o 'r io z o ,1- �n 3 0 65 0 0 39 O Z M M Co I °° 1 z III a0 M rn rn rn rn rn w M °' -"� 90 N z ¢ i\ i\ 0 0 � N o o l i 0 °" I I_ o a a o 0 0 0 0 0 Lo rn o, 0 0 w oI O o f o I o 0 0 d 88 0 M o I O o N o o z z z z I z 1 .. 0 O z I o i " I ';' "' t o o b ( S89-55'25"W 115.00' ° w 06 aD 0 c ,n o I I I I I - - -S89.55'25 W- - - _=_N89'55 25"E- - - o � I C I 3' (SEE z 1 I 1 _ 0 0 - > (- B '-e (n s- o I 1 � o, . o I I 0 1 0 _ o L o o - - - -94.00' - - - - -94.00'- - - - N 0-FT SETBACK ( _ � I NOTE 10) +_ ? I I l I i t I I I I I ? ( Z 0 a 0 O I I ( Q w N L �- -N89'55'25"E- - - I ,� co L _ 1 1 J I J I- J I LI I I l 0 rn coo z 0 0 '� 0 0 � 01 0 1 M 0 40.00'- 40.00' 40.00' 40.00' 40.00'- -40.00' 40.00'- 40.00' N o in in 0 O O ( o w - - - -110.00' - - - 1 1 _ r B e B 9 e B B � 0 66 0o M M 0 38 0 vi o01 10' (SEE 20 ao I N o -Q O N89'55'25 352.88' J d ' b a' It I ( � z r`i 20.00' 80 20.00' w O w I- „ I o o - O I�NOTE 8) o I 10 o Ln - -S89'55'25 W_- T-OZ - N89'55'25 E- - J O 0 z S89'55'25' 352.88' in >. in oe „ N1 . - B e e B 6� m M M ,- - - I - - -S89-55'25W - - - I rn�1 3 0 ,� - , � ,� w .� r- - - -94.00 z ,- - - -94.00'- - - -- d p 40.00 40.00 40.00 40.00 40.00 � 40.00 40.00 40.00 �t 0o r - - - BLOCK 1 I �* 1 1 I I I 1 1 d 0 00 ,,J 115.00'00 N89'55'25"E 110.00' ( z c0 0 11 l I l i 1 1 I I l I 0 o O I o 0 67 3' SEE O 37 O �''' I 10' SEE y 00 w N .-. o 0 o c� O BLOCK 1 ( o E- ( I- C31 N O O (n (n O O O O O O > LO ri I I ( 11 11 NOTE 10) � �-5' (SEE NOTE 12) t in z o I 21 NOTE 9) 1 0 1 00 O 000 rn 0-FT SETBACK rn d w 1 O2 o I � - - - - - - -- 3 10' (SEE I_ I o °' In 1 � 1 3 ( rn _589'55'25"W_= I O I I rn 0 I 0 z 1 0 L/i o0 t° O 1 NOTE 8 0 z I 3 ``' 0 76 "n 0 !n 0 0 M 0 M o 3 � r - -94.00' - N89'55'25"E 94.00'- I I I 1 *' 0 • �n a0o I ) Co 78 W I � 77 0 O o 75 0 � 74 0 73 0 't 72 0 �r 71 Ln a0 O 0 0 0 o = O d S89'55'25"W 115.00' 1 N o 79 d w o o'w 0 0' o rn o °' o °' o rn 0 00 0 °' Co 0-FT SETBACK o I O 0 V I It O 1 w o O 0 1 0 1 O 1 70 0 68 0 0 35 M °'•1 O o I o Z cn W z z z z z o �r I I • <_ - - N89'55'25"E- - - 0 �- I I i I d C70 0 o • o - l o I I _ o I I I 01 o I I N I 00 1 vi - 110.00- - - ^ 28.00' 28.00' z z M z I I I I I BLOCK 1 I o - S89'55'25"W 94.00 -I _N89'55'25"E 93.42'_ • I rn Z 1 10' (SEE 1 C'61 I C60 I 1 I 1 I I I I z 0 28.00' 28.00' 10.48' 0 � 35 1� p 22 3' (SEE 1 I 2 r n c2 -34.44 -j 1 -40.00' J ' -40.00' I-40.00' -J 1-40.00' -I '- 40.00'-I I-40.00'J 40.00'-I ai �p �3 87.50' 69 16.98' 0 16.98 72.00' �' G�` v NOTE 10) 0 I�NOTE 9) > O c6 I \ �,� o S89'55'25"W 324.38' G S89'55'25 W 179.50' L - -S89'55'25"W 122.32'. J 00 5' (SEE 2 E. Acme Ln. (Private) Q'/ 4 N89'55'25"E 110.00' C, N NOTE 8 _ ) _ S89'S5'25"W 214.00' � c., O S89'55'25"W 131.52' 1 0-FT SETBACK �'�� • - S89'55'25"W 168.94' - • - S89'S5'25"W 189.94' - • - - - - • v - - -75.08'- - 0 G�0 23 0o I o I of l0 o c 00 1 i 00 q A2 N S89-55'25" 115.09' S8 '55'25"W 350 09' < S89-55'25"W 96.00' "' N 10' (SEE NOTE 11)-►i °' i C4 -48.00' 50.44' ��s �}� 48.00' 48.00' 48.00' 48.00' 48.00' 48.00' - - 48.00' - _C5%a 48_00' - 48_00' - - .N89'55'25"E-- - - - - - - - � - - - - - - - - - - - - - - - - - - - - � r � - -, r - - - - WW I L � 10 00' I 6.65' 6.65' 1 I I ( 7.44' I - - - -110.00' - - - 1 o I i I N1 O I w� I I N i t 1 1 11 l 0 wa I w I00 N O I O C^ N (n M I O N to M O (o F- I W a I O 1 10 O CA I J to J `.w I I ( ( I I00 O 1 W O 2 t o p N Y I I O ( F- CV 1 1 BLOCK 1 c0 I� +� N Y O N Y M Y I d Y I L6 Y H O Z wz I 001 00 z 3 Q � I Ica n � I � c� 0zs I .- � 31 N0 1 04 31 Nc� o I o ( awl (n w l I m U) > in a a a i - a I a z 24 0 0� I 2 pry O N V L .- {J M m m L O M M ^ m Lo M m W O ! W 04 O � I I 0-FT SETBACK 3 2 � � � � � •Q` -� � `� 3I-.i M � � -`� O � o � N w d, (� 1 �'�N Q w I I 110.00' I 25.00' � Lo 3 t o a6 "q- of "o (n a o 0 34 (n 33 � 32 w O Q o N O O o O N 31 O N 3Q v� 29 o N 28 N 27 0 26 (n 25 N co 0 I o I N89'S5'25"E 135.00' oo BLOCK 1 00 w o o_ 0 ,no 0 b - 0 N 0 " N I w w o wO-N - - - 0 O I z I wrn O o Nz I w 0 w d 0 o M o o I oF-z �� of I_ z o 0 0 i t vw z o zi vi C0 1 v� 'oo OI z I vW 'oo o z 1 0 01 z l w 0 a z l 0 0 I z 1 I �_3� lL Q Q to O I O O I I 0 (n W O I I p I I p(n 03Z I I '- � z z 11 � z n O I Mz Z 1 i � p Z O I I `'0 O O I I � 1 OQZ Z v�i I 3' (SEE I � I 11 I co v I z 1 I z ( ( "� z z 1 1 z I / _ _ II tea? NOTE 10) -- - - - - - - � - - I 1- - - - - I 48.00' 48.00' 50.44' - M M - - - - - - - - I I- � -- - - - - J ` - - - - - - - - - - - - - i i - - - - - --1 I-- - �/ 0 " - � PRIVATE PRIVATE 48.00 48.00' 48.00' 48.00' 48.00 48.00' 48.00 48.00' 48.00 48.00' 36.44' 1 o S89'22 50 E 135.01 S89'22 50"E 146.44' S89'06'09"E N89'22'50"W 516.48' O I 47.00' 1 Lo • _ N _ _ _ _ _ _ _ _ _ 40.50' 40.50' ��� 4 0 PUBLIC PUBLIC _ _ _ _\I- -LO - - - - - - - - - - - - - v 1.50' ACHD PERMANENT 297.09' M o 549.76' 1.50' ACHD PERMANENT LO EASEMENT PER INST. SEE NOTE 13 0 `t o 1 No. 202--- Ln o 0 co o SEE NOTE 13 EASEMENT PER INST. No. 202--__-__ • _ _ N89'22'50"W 357.41' N89'22'50"W 664.49' 1 co 0 o POINT OF BEGINNING o E. Via Roberto St. (Public) 0� L •`� N FOUND ALUMINUM CAP cri EAST 1/4 CORNER SECTION 6 N 1 N89'22'50"W 1022.21 ' 6 5 ACHD TEMPORARY EASEMENT PER L - - - - J INST. No. 202_- CITY OF MERIDIAN SEWER AND WATER EASEMENT PER \ONNL LANoS N INST. No. 202--___v_ c,`� \STf G 0 25 50 100 150 CL 12459 Scale: 1 "=50' �o 9q qTF OF SOP 'QOH� BP��P ENGINEERING 5725 NORTH DISCOVERY WAY Icni BOISE,IDAHO 83713 DEVELOPER PHONE(208)639-6939 kmengilp.com BRIGHTON CORPORATION BOISE, ID FBO. 24-287 SHEET 2 Of 7 PLAT OF APEX CADENCE SUBDIVISION No. 1 N 0 25 50 100 150 NW CORNER • Scale: 1 "=50' LOT 3, BLOCK 1 See Sheet 4 CITY OF MERIDIAN SEWER / AND WATER EASEMENT PER INST. No. 202_- Unplatted et u • CITY OF MERIDIAN SEWER / BLOCK 1 27•00, ' S7 / AND WATER EASEMENT PER / INST. No. 202- 93.001 9 34 5p.,E 235,009 / S79°34'50"E 56.00' / 0 0 / 115.00'- -- � �• I l 1 Z l o _o / �/ 3' IsEE � 1 • 28.00, 00 • 1 1 - - -- -- - - - - - 28. N eF °' V./ 4 NOTE 10)J 1, o . � C 1 / �, 1 /o zo ko M • N89°55'25"E 213.39' 12.71' I Z z / o S79.34•Sp,E / 4 V o/� • • to / / 0-FT 115.00' z o 27.00• / / o oo/ S�BACK / W • • N89'55'25"E 269.78' I • / r�NorESEE I N o . DE. Ambition Ln. (Private) ' Co 0 S79'34,5p„ / d Z N G�� N89'55'25"E 245.66 C+`�S 33 o / 115. E / o/co 138.16' 14.98' 0 14.98 87.50'� ry \ / / 00'' z I N89'55'25"E • 0 0 0 8.48' r �/ 11.45' N I I - -94.00 ("0 0-N89'55 25 E 94.00 PIE G / / 3 q 99 O �O� / ,��, 566.1 70, / ( O w° I 54 0\ 20 F NOT(8Ee /v L - -N89 55'25"E - - J • - - N89'55 25"E- - v o 7 s ) � / aw~ I I -- -94.00'- -- - - - -94.00'- - / k o 3 LLJIo 0. I( o •o w Cr I 0 3' (SEE rn 0 A:) M z -NOTE `- I ti / wa '55'25"E- -N54'55'20"E o J - - .N89*5958'25"E- -I oo ( I O55 I >> 4.51' ��,'/ ��32 1 /Vh m c� o Ww0 I N o I - -94.00'- - - I- - - -94.00' - - - 1 7500,9F� / L� / �wNN I o �0 0 ,n o o r - - ��,� N 17*08'01"W / Q N Z6 d 0 0 '`' 0 97 0 1 56 6' 24.86' /moo o '`` I jr) BLOCK 1 0o o I O r, 3� �' �� ( d I- --N89'55'25"E- - -I •o e - - -N89'55'25"E-04 • <v S89'55'25"W 76.05' - - - - Unplatted \DNOT(4i / =o� 0 1- - --s4.00'- - - - , s4.00'- •6+C S�, �i•� \ \� 0 - �O ne� v / -36.0�5'- 40.D1o'- rn M70 /0S69 � a ;03 0 o o o w Ii Iw M I 5 �00. w 5' (SEE NOTE 12)C65 w �- - -N895525E - J JS Lvro Lo i o N89'55'25"E 94.00'- F - - - 94.00'- n57 . - - - - - 17' 32 E to 0 z �r z 0 o aD �- 0 o -t 12> 16.- ` c�` �� D rn -dM w 'oo i 0� o °' 0 0@ N o 0 95 0 o O I o CITY OF MERIDIAN SEWER v vcc°� o 00 v voi C77 ' dt o c� o d AND WATER EASEMENT PER co 1 1 /v o I I I - -N89'55'25"E_ - - - - _N89'55'25"E- - N INST. No. 202_-_ LO c° 3 cv �' `O e - �: z 1 / r� 1 I I I 1 93.11 � r.- - -94.00'- - l N r - - � v I rn I BLOCK 1 / 27.65' 50.00' L -40.00'- I ( 86.00' G� G^� o o I ca N, e e 0 94 BLOCK 1 o D S82•41.04" U S 9'S555„2�"W 203�65' - 5' (SEE NOTE 12) ?, E 113.67' ® e 8 ' 5 207.5• ( 1 _ 0-FT SETBACK o e - - - - - - - - - 1 411 L30 40.00' 40.00'_1 I- -40.00'- 40.00'-1 34.44'• C'� F -N89'55'25"E 94.00'- o Lq I / / I 1 1 1 1 1 I C75 �'� oo o 1 1 (0 0 N 1 o BLOCK 1 1 1 ("'� 0 93 3 (SEE 0 60 0 I i " 0 rn I rn 3 1 3 1 w o 3 1 ri NOTE 1T i I Z 28.00' in I in v w in e - - -N89'S5'25"E-I- - _N89'55'25"E- 5.72' • o I o o o 3 �z 13 d o d o � 0 o 3 !w - - - 94.00'- - - -� - - r - - -110.00'- - - -I M wLO o rn o rn 1z o rn M 1 M o 00 o 1 i J o vl o zl zl z1 0 �0 � 0 92 0 161 o l 0 1 1 I I I I I I See Sheet 4 Z 1 Z I 1 z 4(n '0 9 -N89'55'25"E 94.00' - • 28.00 � L -40.00'- 1 1�40.00' i I 40.00'-I I-40.00'-i 1-40.00'-' N N 14.98' 87 50' 91 8.48 28.00' See Sheet 2 See Sheet 2 � It O 62 SW CORNER rn o S89'55'25 W 339.88' G� SUBDIVISION BOUNDARY ' o 00 5' (SEE 00 (SEE SHEET 2) I z - N - NOTE 8) O E. Grand Crane Ln. (Private) - N LO • • 163 I o0 N89 55'25"E 408.88 b 1 z N N89'55'25" 339.88' r- - 28.00' I 11- - - i l i t i � - - -1 � - - -1 � - - -1 28.00' I I 64 81 1 82 I I 83 I I 84 1 ( 85 I ( 86 1 I 87 I ( 88 I ( 89 1,1@ Npt LAND �Q.) q'�S T s See Sheet 2 See Sheet 2 0 SE CORNER 12459 om LOT 127, BLOCK 1 J �o 9,9 qTF OF 10�' �O ENGINEERING 5725 NORTH DISCOVERY WAY •?iQ'7/O BOISE,IDAHO 83713 DEVELOPER PHONE(208)639-6939 kmengllp.com BRIGHTON CORPORATION BOISE, ID FBO. 24-287 SHEET 3 OF 7 PLAT OF APEX CADENCE SUBDIVISION No. 1 N I I CITY OF MERIDIAN SEWER See Right AND WATER EASEMENT PER INST. No. 202------ 10' PRESSURE IRRIGATION I 7 0 25 50 100 150 N89°55'25"E 206.13' I EASEMENT PER INST.-°-1 I� • • • No. 202---_ 140.13' 28.00' 28.00' 0 r - - - - - - - - - 1 0 O 1 1 N Scale: 1"=50' w^ ( - ''O I I M N two O O u7 11 d r N v Z o o ( 1 o W Unplatted 1 1 b � E. Lake Hazel Rd. 31 32 ' z ( w 0 III 1.50' ACHD PERMANENT 1 Z X > T.3N., R.1 E. - 10' (SEE I 3 EASEMENT PER INST.-I-I-►I aj "a T.2N., R.1 E. 'n x 4 Q -0 FOUND ALUMINUM CAP NOTE 8) 1 M p No. 202_- ___ I I I Q N NORTHWEST CORNER SECTION 5 6 5 IOR o Q V) N `n z N89°55'25"E 214.50' 1 I 47.00' 40.50' 1 l E. Tower St. (Public) 1 28.00' 1 28.00' • BLOCK 1 1 • 1 w c N ( � 0 �I M I� ��� N89'5525'E C16 N89'55'25"E v� L7 Unplatted I 0I c0 O I 51.45' C15 C1 95.34' I o r o w 1 to 10 a > `n m 25' PRESCRIPTIVE Unplatted M 1 Z OE. Bingley St. (Private) a� �a R-o-W !� I 1 _ _ _ _ ) s89'55'25"W E. Bingley St. S89'55'25"W 242.53' UJ'oo o- 56.97' (Public) • L4 • -� w O U N BLOCKI 1 >z "'m F - - M I Q oa I r 2 I j S89'55'25"W C20 C19 C18 S89'55'25"W a I 1 • C2 L17 ' L16 1 0 I � 51.45' �4 95.34' �9 r S89'55'25 W 194.00' I 47.00' Vi 10' (SEE 1 0 48.00' 48.00' 48.00' 50.00' ( 1 1 1 NOTE 9� 1 O ,n r - - - - - - - -I r - - - -co 1�wO BLOCK 1 o ! II III 1I 11 I VARIES UJ O Ov 0) Y O m _ LLJ m°' 0Ld o - 47.00' 40.50' 4 i� , z o M z 0 MOi w W w OO O o o n o � N 40.50' 0 O Uj 1 Uj 1 0 z 1 0 coin o 0 0l 0 N I o in O o � I I I 1 Z o 'o 10 0 0 0 0 I I 0 I I c - - - - - - - - - - - - -� - - � � o N I 0 � 1 +; o 0 N89'55'25"E 186.18' 3.50' ( o O N t° N `" I 1.00 -�- - - � 1- - - - 0- I 1 rn CL x 12.71' I �, ~CS i 48.00' 48.00' �I I 1 I 1 CL cu m I • Uo �� 2 ryw S89'55'25 W 96.00' 0 ( I 1 Z w I I I Q in N L20 " �, O o I I 1 za V) I in I I I - N - • - L6 • iw z N8955'25"E 175.00' . ` . 1 i41 =3 E. Ambition Ln. (Private)�2 � S89'55'25"W 131.52' n I o a Ij O 1 it Cl) ��::JJ Li I �� S89'55'25"W 122.32'- - I ¢w N I 13� .y0 N89'55'25"E 179.5Q' I o G 16.98' 72.00' �, �' c', 1 - w N 1 0 10.48' 87.50' S3 16.98' 0 51 G8 `�� 1 ao 1 o I I �� OL N - - 28.00' N e I 10 I rn .- z I , t7 F-i- 3 28.00' r -S89'55'25"W 94.00'- -N89'55'25"E 93,42'- • 3 (SEE I LO I ( �� 4-J OD � I o 0 C69 28.00' 28.00' o,I NOTE 10) I 99 I 0 54 0 3' SEE 50 rn o f �1 I 1 0l p o O w Co o O IF ( O N - - -S89'S5'25"1N. - - 1 p En w I (-NOTE 10) M I - - - -115.00' - - - 1 a Co {, N I Z I � o - - - ~o - -S89'55'25"W. -- I � _N89'S5'25"E_ - - I I I � z I 1 1% N Z inZ - - -94.00' - - - - -94.00, - - - � 01 I' 1 -0 O t 01 11 I0 1 � 0 1.50' ACHD PERMANENT 1 98 I 0 55 0 o BLOCK 1 49 0 1 ICo 0 1 _ > ;�► EASEMENT PER INST.-�-r-� ao L > No. 202_-__-__ I 1 I 1 " S89'55'25"W 115.00' 1 x - - --S89'S5'25 W_ - -I N89'55 25"E 94.00'- I N Q 1 1 1 4, N - - - 1 - B • _ _ _ _ _ _ _ � I 0-FT SETBACK I i � N Q N i i i Z I- - -94.00' - - C.-5' (SEE NOTE 12) 1 +, 0 I 0 O97 I o 56 0 0 48 0 > �1 12 o I 0 PRESSURE IRRIGATION 1 � o_ I 0 O 6 o 0 L 1 10' (SEE I � I '� EASEMENT PER INST.� H ,0 U; I I I - a NOTE 9)-1 N No. 202_ I 1 I x > - - - J - - _S89'55'25'W- - - • • - - -N89'55'25'E- - - L - - -S89'55'25"W. - - J I 1 v • I 1 1 Q I^ I- - - -94.00'- - - - 52 ^r - - - 94.00'- - - -I � 0' 115.00'- - - - � I ( I cn O 0 1 0 '� ( 1 I I 47.00' 40.50' 0 O 0 +-+ 96 i 0 rn0 57 0 � rn 47 ow 3 � woo,1 13 Ion ( 1 c o � d 1n 1n 1 z to00 ao 1 I - - w coo L - -S89'55'25"W - - �co �� - - _N89'55'25"E- - -I � 1 BLOCK 1 114, w 1 I I I -94.00" - - - F - - -94.00'- - - � o o � 0 I S89'55'25"W 1 15.00' 1 � 95 I p I '00 r) 0 58 '� M o 46 0 (n z n - i 0-FT SETBACK 1_ o i See Left It O O I O (( - - - ,l o - 00 E. Bingley St. (Private) z ` _S89'55'25"W 94.00_ l eo io - _ _N89'55'25"E_ - -I cn 3' (SEE 14 I 0 vi r 5' (SEE NOTE 12) z 1 94.00'- - - -I 1 O I NOTE 10) I o 0 0 1 .S89-55'25"W 1 15.00'- -1 o 59 3 (SEE 0 0 45 o I - - - - - - 1 NOTE 10) �_ 1 S89EE '55'25"W_-�' - -N89'S5'25"E__J o I"- NOTE o l0 1 71, r -94.00' - r -94.00'- � ao 1 15 1 0o O 1 N() LANp S ' w 00 I `r 5y �\STE G 0 60 BLOCK 1 0 0 44 0 vo 1 S89'55'25"W 115.00' I 1 47.00' 40.50' � � �_ Z 1 0-FT SETBACK i 12459 m - - - 28.00' 28.00' -_S89'55'25"W. - - I • - - _N89'55'25"E- -"1 1 Y � 0) - - - - -94.00' - - - F - - - 94.00'- -- -� 01 10 wml `n o o 0 0 001 16 1 00 z I Y 9 9Tf N 92 1 0 61 0 0 43 0 �1 � o cam' U 9 OF � O L - - -s89'55'25"W. - - "� I w �4iy L B P��P E N G I N E E R I N G S89'55'25"W 94.00'-I -N89'55'25"E 94.00' -I w O 1 z m Z 5725 NORTH DISCOVERY WAY 91 B - - - -115.OQ' - - - ( Lj�' ' •�" PBOSE,(DAHO 63 37139 62 42 I w~p E. Roberto St. (Public) DEVELOPER 17 B R I G HTO N CORPORATION kmengllp.com E. Grand Crane 1 SW CORNER SE CORNER • O 0 POINT OF BEGINNING LOT 35, BLOCK 1 POINT OF CURVE LOT 69, BLOCK 1 N FOUND ALUMINUM CAP Ln. (Private) _ AT LOT 22, BLOCK 1 EAST 1/4 CORNER SECTION 6 BOISE, ID T See Sheet 2 JOB NO. 24 287 SHEET 4 OF 7 P LAT O F APEX CADENCE SUBDIVISION No. 1 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. CURVE TABLE CURVE TABLE LINE TABLE 2. ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN IN CURVE RADIUS LENGTH DELTA CHORD BRG CHORD CURVE RADIUS LENGTH DELTA CHORD BRG CHORD LINE BEARING DISTANCE EFFECT AT THE TIME OF RESUBDIVISION. C1 6.50' 11.40' 100*29'45" S39'49'43"E 9.99' C40 22.00' 34.56' 90'00'00" N45'04'35"W 31.11' L1 N10'25'10"E 7.31' 3. THIS SUBDIVISION IS LOCATED IN THE BOISE-KUNA IRRIGATION DISTRICT (208-922-5608). IRRIGATION WATER WILL BE PROVIDED TO ALL LOTS THROUGH A PRESSURE IRRIGATION DELIVERY SYSTEM WHICH HAS BEEN APPROVED PURSUANT TO SECTION C2 25.50' 8.23' 18'30'03" S09'11'04"W 8.20' C41 22.00' 34.56' 90'00'00" N4455'25"E 31.11' L2 S10'25'10"W 14.29' 31-3805(4), IDAHO CODE. THE PURCHASER OF EACH LOT SHALL REMAIN SUBJECT TO ALL ASSESSMENTS LEVIED BY BOISE-KUNA IRRIGATION DISTRICT. ALL UNPAID BOISE-KUNA IRRIGATION DISTRICT ASSESSMENTS ARE A LIEN ON THE LAND. C3 1 14.50' 4.68' 1 18'28'23" N09'11'54"E 4.65' C42 78.00' 39.69' 29'09'19" S75'29'56"E 39.26' L3 S18'26'06"W 20.25' 4. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF THE IDAHO CODE, RIGHT TO FARM ACT, WHICH STATES: "NO C4 50.00' 78.54' 90'00'00" S45'04'35"E 70.71' C43 78.00' 18.58' 13'38'54" S54'05'49"E 18.54' L4 S89'42'20"E 38.50' 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 C5 300.00' 170.48' 32'33'30" S16'12'10"W 168.19' C44 78.00' 21.22' 15'35'20" S39'28'42"E 21.16' L5 N79'34'50"W 20.20' 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 C6 300.00' 115.52' 22'03'45" N21'27'02"E 114.81' C45 78.00' 1 43.03' 31'36'27" S15'52'49"E 42.49' L6 N8955'25"E 39.00' IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF". C7 100.00' 18.32' 10'29'45" N84'49'43"W 18.29' C46 323.00' 42.32' 7'23'32" S03'37'10"W 42.29' L7 S00'04'35"E 1 1.28' 5. LOTS 1, 3, 4, 35, 42, 51, 53, 62, 69, 70, 79, 81, 90, 91, 100, 102, 110, 1 1 1, 117, 118 AND 136 BLOCK 1 ARE DESIGNATED AS COMMON LOTS AND SHALL BE OWNED AND MAINTAINED BY THE PINNACLE HOMEOWNERS ASSOCIATION INC., OR C8 50.00' 78.54' 90'00'00" N45'04'35"W 70.71' C47 328.00' 48.04' 8'23'32" S11'30'42"W 48.00' L8 S48'44'15"W 13.24' ASSIGNS. WITH THE EXCEPTION OF LOT 3, BLOCK 1, THESE COMMON LOTS ARE SUBJECT TO BLANKET EASEMENTS FOR PUBLIC 'S3'26"E 13.24' UTILITIES, STORM DRAINAGE, GRAVITY IRRIGATION AND HOMEOWNER'S ASSOCIATION PRESSURIZED IRRIGATION. LOT 3, BLOCK 1 IS C9 50.00' 78.54' 90'00'00" N44'55'25"E 70.71' C48 328.00' 30.01' 5'14'32" S18'19'44"W 30.00' L9 S48 SUBJECT ONLY TO THE EASEMENTS SHOWN HEREON. C10 16.00' 6.38' 22'51'51" N11'30'3VV 6.34' C49 328.00' 52.19' 9'06'58" S25'30'29"W 52.13' L10 S25'18'33"W 18.82' 6. LOT 2, BLOCK 1 IS A PRIVATE ROAD AND MAINTENANCE FOR SAID LOT IS AS PROVIDED IN THE COVENANTS, CONDITIONS AND C11 1 54.00' 43.10' 45'43'42" S00'04'35"E 41.96' C50 328.00' 13.83' 2'24'57" S31'16'26"W 13.83' L11 N5437'41"W 23.50' 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 C12 16.00' 6.38' 22'51'51" N11'21'20"E 6.34' C51 272.00' 45.71' 9'37'43" N27'40'03"E 45.66' L12 S54'56'17"W 23.64' MERIDIAN. THIS LOT IS SUBJECT TO A BLANKET EASEMENT FOR PUBLIC UTILITIES, STORM DRAINAGE, GRAVITY IRRIGATION AND HOMEOWNER'S ASSOCIATION PRESSURIZED IRRIGATION. C13 78.00' 122.52' 90'00'00" S45'04'35"E 110.31' C52 272.00' 59.03' 12'26'02" N16'38'11"E 58.91' L13 N0904'35"W 30.01' 7. LOTS 9, 23, 52, 80, 101 AND 123, BLOCK 1 ARE SUBJECT TO A BLANKET EASEMENT FOR COMMON DRIVES TO PROVIDE C14 328.00' 186.39' 32'33'31" S16'12 09"W 183.89' C53 78.00' 42.30' 31'04'18" I N74'32 26"W 41.78' L14 N00'04 35 W 32.79 ACCESS TO THE RESIDENTIAL LOTS ADJACENT TO THESE LOTS. THESE LOTS ARE SUBJECT TO BLANKET EASEMENTS FOR PUBLIC UTILITIES, STORM DRAINAGE, GRAVITY IRRIGATION AND HOMEOWNER'S ASSOCIATION PRESSURIZED IRRIGATION. ONLY LOTS 6, 7 AND C15 272.00' 104.74' 22'03'45" N21'27'02"E 104.09' C54 78.00' 28.52' 20'56'54" N48'31'50"W 28.36' L15 N45'04'35'W 18.88' 8, BLOCK 1 SHALL HAVE ACCESS FROM LOT 9, BLOCK 1. ONLY LOTS 24, 25 AND 26, BLOCK 1 SHALL HAVE ACCESS FROM LOT 23, BLOCK 1. ONLY LOTS 124, 125 AND 126, BLOCK 1 SHALL HAVE ACCESS TO LOT 123, BLOCK 1. SAID LOTS SHALL BE C16 16.00' 6.38' 22'51'51" N78'29'29"E 6.34' C55 78.00' 17.63' 12'57'03" N31'34'51"W 17.59' L16 N89'55'25"E 10.00' PAVED AND CAPABLE OF SUPPORTING EMERGENCY VEHICLES AND EQUIPMENT AS REQUIRED BY MERIDIAN CITY CODE. LOT 9, BLOCK 1 SHALL BE MAINTAINED BY THE OWNERS OF LOTS 6, 7 AND 8, BLOCK 1 AND OWNED BY THE HOMEOWNER'S C17 54.00' 43.10' 4543'42" S89'55'25"W 41.96' C56 78.00' 34.07' 25'01'44" N12'35'28"W 33.80' L17 N4455'25"E 3.54' ASSOCIATION. LOT 23, BLOCK 1 SHALL BE MAINTAINED BY THE OWNERS OF LOTS 24, 25 AND 26, BLOCK 1 AND OWNED BY THE HOMEOWNER'S ASSOCIATION. LOT 123, BLOCK 1 SHALL BE MAINTAINED BY THE OWNERS OF LOTS 124, 125 AND 126, C18 16.00' 6.38' 22'51'51" S78'38'40"E 6.34' C57 78.00' 34.07' 25'01'44" N12*26'17"E 33.80' L18 N45'04'35"W 18.88' BLOCK 1 AND OWNED BY THE HOMEOWNER'S ASSOCIATION. LOTS 52, 80 AND 101, BLOCK 1 SHALL BE OWNED AND MAINTAINED C19 16.00' 6.38' 22'51'51" S78'29'29"W 6.34' C58 78.00' 17.63' 12'57'03" N31'25'41"E 17.59' L19 S44'55'25"W 18.88' BY THE HOMEOWNER'S ASSOCIATION. C20 54.00' 43.10' 45'43'42" N89'55'25"E 41.96' C59 78.00' 33.41' 24'32'41" N50'10'33"E 33.16' L20 N89'55'25"E 4.50' 8. ALL LOT LINES COMMON TO THE PRIVATE ROAD RIGHTS-OF-WAY (LOT 2, BLOCK 1) CONTAIN A 10.00 OR 5.00 FOOT WIDE EASEMENT (AS SHOWN) FOR PUBLIC UTILITIES, STREET LIGHTS, HOMEOWNERS ASSOCIATION PRESSURIZED IRRIGATION AND LOT C21 16.00' 6.38' 22'5V51" N7638'40'W 6.34' C60 78.00' 37.40' 27'28'32" N76'11'09"E 37.05' L21 S44'55'25"W 18.88' DRAINAGE. C22 6.50' 10.21' 90'00'00" S45'04'35"E 9.19' C61 22.00' 5.62' 14'38'37" S82'45'17"E 5.61' L22 N0904'35"W 32.79' 9• ALL REAR LOT LINES NOT COMMON TO THE PRIVATE ROAD RIGHTS-OF-WAY (LOT 2, BLOCK 1) CONTAIN A 10.00 FOOT WIDE EASEMENT FOR PUBLIC UTILITIES, GRAVITY IRRIGATION, HOMEOWNER'S ASSOCIATION PRESSURIZED IRRIGATION AND LOT DRAINAGE. C23 78.00' 122.52' 90'00'00" N45'04'35"W 110.31' C62 22.00' 28.93' 75'21'23" S3745'17"E 26.89' L23 N0904'35"W 31.39' 10. UNLESS DESIGNATED AS A "O-FT SETBACK LINE", ALL INTERIOR LOT LINES CONTAIN A 3.00 FOOT WIDE EASEMENT, EACH SIDE, C24 78.00' 122.52' 90'00'00" N44'55'25"E 110.31' C63 272.00' 42.45' 8'56'31" SO4'23'39"W 42.41' L24 N10*25'10"E 30.29' FOR PUBLIC UTILITIES, HOMEOWNER'S ASSOCIATION PRESSURIZED IRRIGATION AND LOT DRAINAGE. C25 16.00' 6.38' 22'51'51" S11'30'31"E 6.34' C64 272.00' 20.39' 4'17'39" S11'00'44"W 20.38' L25 N58'18'58"E 13.59' 11. AS SHOWN HEREON, THE LOTS COMMON TO LOTS 9, 23 AND 123, BLOCK 1 ARE SUBJECT TO A 10.00 FOOT EASEMENT FOR PUBLIC UTILITIES. C26 54.00' 43.10' 45'43'42" N00'04'35"W 41.96' C65 272.00' 76.42' 16'05'54" S21'12'31"W 76.17' L26 N27'33'07"W 9.92' 12. AS SHOWN HEREON, THE LOTS COMMON TO LOTS 52, 80 AND 101, BLOCK 1 ARE SUBJECT TO A 5.00 FOOT EASEMENT FOR C27 16.00' 6.38' 2251'51" S11'21'20"W 6.34' C66 272.00' 15.31' 3'13'27" S30'52'11"W 15.30' L27 N00'04'35"W 45.22' PUBLIC UTILITIES, HOMEOWNER'S ASSOCIATION PRESSURIZED IRRIGATION AND LOT DRAINAGE. C28 22.00' 34.56' 90'00'00" S45'04'35"E 31.11' C67 328.00' 11.61' 2'01'44" N31'28'03"E 11.61' 198 S30'59'43"W 13.07' 13. A PORTION OF LOT 4, BLOCK 1 AND A PORTION OF LOT 118, BLOCK 1 ARE SERVIENT TO AND CONTAIN THE ACHD STORM WATER DRAINAGE SYSTEM. THESE LOTS ARE ENCUMBERED BY THAT CERTAIN FIRST AMENDED MASTER PERPETUAL STORM WATER C29 6.50' 10.21' 90'00'00" S4455'25"W 9.19' C68 328.00' 114.69' 20'02'01" N20'26'10"E 114.10' L29 N45'16'18"E 28.11' DRAINAGE EASEMENT RECORDED ON NOVEMBER 10, 2015 AS INSTRUMENT No. 201 5-1 03256, OFFICIAL RECORDS OF ADA C30 6.50' 10.21' 90'00'00" N45'04'35"W 9.19' C69 22.00' 29.50' 76'49'07" N51'40'02"W 27.34' L30 N89'55'25"E 13.13' COUNTY, AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL (THE "MASTER EASEMENT"). THE MASTER EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM. C31 6.50' 10.21' 90'00'00" N44'55'25"E 9.19' C70 22.00' 5.06' 13'10'53" N06'40'02"W 5.05' 14. THIS PLAT IS SUBJECT TO AN ACHD TEMPORARY LICENSE AGREEMENT PER INSTRUMENT No. 202_- RECORDS OF ADA C32 6.50' 10.21' 9900'00" S45'04'35"E 9.19' C71 22.00' 5.06' 13'10'53" N06'30'51"E 5.05' COUNTY, IDAHO. C33 272.00' 154.56' 32'33'31" S16'12'09'W 152.49' C72 22.00' 29.50' 7649'07" N51'30'51"E 27.34' 15. DIRECT LOT ACCESS TO E. VIA ROBERTO ST. AND S. LOCUST GROVE RD. IS PROHIBITED UNLESS OTHERWISE APPROVED BY ADA COUNTY HIGHWAY DISTRICT AND THE CITY OF MERIDIAN. C34 328.00' 126.30' 22'03'45" N21'27'02"E 125.52' C73 28.00' 43.98' 90'00'00" N45'04'35"W 39.60' 16. THIS SUBDIVISION IS SUBJECT TO THE COVENANTS, CONDITIONS AND RESTRICTIONS THAT ARE FILED FOR RECORD AT THE ADA C35 6.50' 9.02' 79*30'15" S50'10'17"W 8.31' C74 28.00' 43.98' 90'00'00" N44'55'25"E 39.60' COUNTY RECORDERS'S OFFICE AS INSTRUMENT No. 2022-031623, AND MAY BE AMENDED FROM TIME TO TIME. C36 6.50' 10.21' 90'00'00" N45'04'35"W 9.19' C75 28.00' 38.38' 78'32'35" N39'20'53"W 35.45' 17. THE BOTTOM OF STRUCTURAL FOOTINGS SHALL BE SET A MINIMUM OF 12-INCHES ABOVE THE HIGHEST ESTABLISHED NORMAL GROUND WATER ELEVATION. C37 6.50' 10.21' 90'00'00" N44'55'25"E 9.19' C76 28.00' 5.60' 11*27'25" N84'20'53"W 5.59' 18. MAINTENANCE OF ANY IRRIGATION AND DRAINAGE PIPES OR DITCHES CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT C38 6.50' 10.21' 90'00'00" S45'04'35"E 9.19' C77 28.00' 36.89' 75*29'14" N52'10'48"E 34.28' OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATION/DRAINAGE ENTITY OR HOMEOWNER'S ASSOCIATION. C39 6.50' 10.21' 90'00'00" S44'55'25"W 9.19' C78 28.00' 7.09' 14'30'46" N0710'48"E 7.07' 19. THE WITNESS CORNERS SHOWN HEREON ARE 0.50' WITNESS CORNERS AND ARE SET AS FOLLOWS: A) WITNESS CORNERS ALONG THE WEST SIDE OF LOTS 35-51 AND 91-100, BLOCK 1 ARE SET S89'55'25"W A DISTANCE OF 0.50 FEET FROM CALCULATED POSITION. B) WITNESS CORNERS ALONG THE EAST SIDE OF LOTS 53-69 AND 102-107, BLOCK 1 ARE SET N89'55'25"E A DISTANCE OF 0.50 FEET FROM CALCULATED POSITION. C) WITNESS CORNERS ALONG THE SOUTH SIDE OF LOTS 81-90, AND 108-110, BLOCK 1 ARE SET S00'04'45"E A DISTANCE OF 0.50 FEET FROM CALCULATED POSITION. D) WITNESS CORNERS ALONG THE NORTH SIDE OF LOTS 70-79 AND 111-117, BLOCK 1 ARE SET N00'04'45"W A DISTANCE OF 0.50 FEET FROM CALCULATED POSITION. \ONpL LAND �GO3 12459 9,9,p TF �OF 'OP��O ONL. BP��" ENGINEERING r 5725 NORTH DISCOVERY WAY BOISE,IDAHO 83713 DEVELOPER PHONE(208)639-6939 kmengllp.com BRIGHTON CORPORATION BOISE, ID FBO. 24-287 SHEET 5 OF 7 PLAT OF APEX CADENCE SUBDIVISION No. 1 CERTIFICATE OF OWNERS 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 THE EAST 1/2 OF THE NORTHEAST 1/4 OF SECTION 6, TOWNSHIP NORTH, RANGE 1 EAST, BOISE MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT AN ALUMINUM CAP MARKING THE EAST 1/4 CORNER OF SAID SECTION 6 WHICH BEARS SOO-04.35"E A DISTANCE OF 2,671.16 FEET FROM AN ALUMINUM CAP MARKING THE NORTHEAST CORNER OF SAID SECTION 6, THENCE FOLLOWING THE SOUTHERLY LINE OF THE NORTHEAST 1/4 OF SAID SECTION 6, N89'22'50"W A DISTANCE OF 1,022.21 FEET TO A 5/8—INCH REBAR; THENCE LEAVING SAID SOUTHERLY LINE, N00'00'51"W A DISTANCE OF 698.53 FEET TO A 5/8—INCH REBAR; THENCE N37'11'49"W A DISTANCE OF 134.65 FEET TO A 5/8—INCH REBAR; THENCE N31'51'12"E A DISTANCE OF 92.01 FEET TO A 5/8—INCH REBAR; THENCE N10'25'10"E A DISTANCE OF 114.45 FEET TO A 5/8—INCH REBAR; THENCE S79'34'50"E A DISTANCE OF 235.00 FEET TO A 5/8—INCH REBAR; THENCE N10*25'10"E A DISTANCE OF 7.31 FEET TO A 5/8—INCH REBAR; THENCE S79'34'50"E A DISTANCE OF 56.00 FEET TO A 5/8—INCH REBAR; THENCE S10'25'10"W A DISTANCE OF 14.29 FEET TO A 5/8—INCH REBAR; THENCE 11.40 FEET ALONG THE ARC OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 6.50 FEET, A DELTA ANGLE OF 100'29'45", A CHORD BEARING OF S39'49'43"E AND A CHORD DISTANCE OF 9.99 FEET TO A 5/8—INCH REBAR; THENCE N89'55'25"E A DISTANCE OF 213.39 FEET TO A 5/8—INCH REBAR; THENCE N 10'25'10"E A DISTANCE OF 334.09 FEET TO A 5/8—INCH REBAR; THENCE N89'55'25"E A DISTANCE OF 206.13 FEET TO A 5/8—INCH REBAR; THENCE S00'04'35"E A DISTANCE OF 97.50 FEET TO A 5/8—INCH REBAR; THENCE N89'55'25"E A DISTANCE OF 214.50 FEET TO A 5/8—INCH REBAR; THENCE N00'04'35"W A DISTANCE OF 721.12 FEET TO A 5/8—INCH REBAR; THENCE 8.23 FEET ALONG THE ARC OF A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 25.50 FEET, A DELTA ANGLE OF 18'30'03", A CHORD BEARING OF N09'11'04"E AND A CHORD DISTANCE OF 8.20 FEET TO A 5/8—INCH REBAR; THENCE N18'26'06"E A DISTANCE OF 20.25 FEET; THENCE 4.68 FEET ALONG THE ARC OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 14.50 FEET, A DELTA ANGLE OF 18'28'23", A CHORD BEARING OF N09'11'54"E AND A CHORD DISTANCE OF 4.65 FEET; THENCE S89'42'20"E A DISTANCE OF 38.50 FEET TO THE EASTERLY LINE OF SAID NORTHEAST 1/4; THENCE FOLLOWING SAID EASTERLY LINE, SOO'04'35"E A DISTANCE OF 1,925.14 FEET TO THE POINT OF BEGINNING. SAID PARCEL CONTAINS 26.434 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 THE CITY OF MERIDIAN HAS AGREED IN WRITING TO SERVE ALL OF THESE LOTS. THE OWNER HEREBY CERTIFIES THAT SURFACE WATER FOR IRRIGATION IS REASONABLY AVAILABLE, PER SECTION 67-6537, IDAHO CODE, AND THAT THIS SUBDIVISION IS IN COMPLIANCE WITH SECTION 31-3805, IDAHO CODE. ROBERT L. PHILLIPS, PRESIDENT SMITH BRIGHTON, INC. ACKNOWLEDGMENT STATE OF IDAHO ADA COUNTY SS CERTIFICATE OF SURVEYOR THIS RECORD WAS ACKNOWLEDGED BEFORE ME ON 202_, I, AARON L. BALLARD, DO HEREBY CERTIFY THAT I AM A REGISTERED PROFESSIONAL LAND BY ROBERT L. PHILLIPS, AS PRESIDENT OF SMITH BRIGHTON, INC. SURVEYOR LICENSED BY THE STATE OF IDAHO, AND THAT THIS PLAT OF APEX CADENCE SUBDIVISION No. 1 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. SIGNATURE OF NOTARY PUBLIC *Kt LAND MY COMMISSION EXPIRES �c,`N �kST SG 12459 AARON L. BALLARD, P.L.S. 12459 9,� 9TF OF SOP �OIm, L. B P�-�'P 1 .6,7 ENGINEERING 5725 NORTH DISCOVERY WAY BOISE,IDAHO 83713 DEVELOPER PHONE(208)639-6939 kmengllp.com BRIGHTON CORPORATION BOISE, ID 10B NO. 24-287 SHEET 6 OF 7 PLAT OF APEX CADENCE SUBDIVISION No. 1 APPROVAL OF ADA COUNTY HIGHWAY DISTRICT CERTIFICATE OF ADA COUNTY TREASURER THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE BOARD OF ADA COUNTY HIGHWAY 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 DISTRICT COMMISSIONERS ON THE DAY OF 20 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. PRESIDENT ADA COUNTY HIGHWAY DISTRICT COUNTY TREASURER DATE 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. CERTIFICATE OF COUNTY RECORDER STATE OF IDAHO SS ADA COUNTY I HEREBY CERTIFY THAT THIS PLAT OF APEX CADENCE SUBDIVISION No. 1 WAS FILED AT THE REQUEST OF AT MINUTES PAST O'CLOCK M., CITY ENGINEER THIS _DAY OF A.D., IN MY OFFICE AND WAS DULY RECORDED AS BOOK OF PLATS AT PAGES THRU APPROVAL OF MERIDIAN CITY INSTRUMENT NUMBER 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 DEPUTY EX—OFFICIO RECORDER DAY OF A.D. 20— THIS PLAT WAS DULY ACCEPTED AND APPROVED. FEE: MERIDIAN CITY CLERK CERTIFICATE OF COUNTY SURVEYOR 1, THE UNDERSIGNED, PROFESSIONAL LAND SURVEYOR FOR ADA COUNTY, IDAHO, HEREBY CERTIFY THAT I HAVE CHECKED THIS PLAT AND AND FIND THAT IT COMPLIES WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS. ADA COUNTY SURVEYOR DATE 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. \J*KL LAN,0S 5 �`c•G� 'F HEALTH OFFICER DATE: 12459 � 9,9,Q rF 6F ONL. BPL�, ENGINEERING 5725 NORTH DISCOVERY WAY • ?ig•?,Q?i�o BOISE,IDAHO 83713 DEVELOPER PHONE(208)639-6939 kmenglip.com BRIGHTON CORPORATION BOISE, ID FBO. 24-287 SHEET 7 OF 7