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CC - Pre-plat k, &F ALUMINUM CAP ,e,` ORNER SEC. 23 i R W� 0. 110088910 / = "4 - a YfrbWuar W,,,. �•,+Dei��or o FOUND BRASS CAP *1�Dr W.lacisred.or NE CORNER SEC. 23 __ _ ss '° ss ' ss a 4 n =- _- _- _- _- /� % \ _ _ _ ��&FN0.�071�3�15 = - = 9 IIIIIIII�IIIIIIIII 0 N89°19'41"W 2661.73' - .N R.E 13 v C^ ra3; rc 1996.32' Campmq Wwld of Boise d o W. Overland Rd. - - 23 24 - r� �.3 I - - - - - -_ - - - - 16 J Constntc7ron ■ ■ ,Allen L©uddks e ° . E n T - - - - - - - - - - - - - - - - - - - - - - - ? u, - � ram W Qverland Ad W Overland Rd o _ A '^i hr,,,. . R.3 - 1, A W Icriaail�yr '© R � \ v __ vv � � � v � � _ \ V v j I /'�I / \ e I� / / s� � \ \v vA VAy/v �v \ \ \ \ 11V\ \�\ r t � � \ \ \ - \ \ \ \ \ \ - \ \ \ /\/I / - I- / \ \ " \� \ \\\ _ \ \ \\ \ �1 �\ \ \ I _ � ,r:,,F PROJECT 1. v � v \ v � v v � \ I mo , \\\ a - - I � vy vv^ \ v V A A V A 1� rA o �\\ \ \ \_ , - � - - I _ - \ \\\ ��\ - -'- / \ \ \\ \ \ \ \ \ \ II II\�� _ 41 LOCATION a v� v vv v NOT A PART � � � ��� v __ , vv v v v v v 111�� 1 10 , i vA vy v V vvv - - - vv y - - / � � � „ / vv vv A \ V A \ \ \ 111� l v �� - v v v v - _ _ - v -- , - y \ \ \ 1 �I II / - � �� v , - v � V �/ - - - A A \\ \ \ V All. o _ _ - - - / / / \ \\ \\\ \ \ \ \ \111 1111} W LamaM R \ 77t \ - \ \ \ \ \ \ \ L16 S89°19'29"E 250.00' I \ \ _ i / y,-, v ,y vv v UNPLATTED y - - / �I v � vvvv yr l - 1. - y v vyA v BL CK11 N -- v - - - / / / / / I vvvv\\ \\ 1 1� I 4,� ,..,��_ y N \�\\\ \ (FUTURE PHASE)- - I M - / / \\\ 1 , '� t. v v vv \ V v V \ 11 2 I 3 I 4 I 5 1 � / / \ _ i A V\ III I h \ 14876 S.F.14888 S.F.I - ` I 1 I I I Summit Roofs ■ �` \ \ \ \ \ \ \ \ \ \ CO uiu 4958 S.F.15330 S.F. 6 \ / / . \ - - - ` \ / \�I I I I I I / +� v\A V \ V A \ V A \ v v \ \ \ V A \ \ \ - - - 9 1 F 6079 S.F. / / o A V I 1 1 v v v v vv A -1 v vv \ v v v // v III I jI I `�""'"�� �v� v vv y v vv v \ \vv y A oo / A _ - - - 11111I1 I I I \,�\\\\ \\ \\\ \ \\ \ "' NOT A PART \ ,' , - - - - \ \ _ \I� 1 I ,n I . Security W�sl Financial d - -\v o v / / \ \ - - - II I + _ - o - \ \ \\\\ \\\ \ \\ \\\\ \\ \\ \ \1 _ 13 ,p Cn C \ / ® // \ \- - _ I MI IIIII / AmericanE urcf Momerit nralaie �\\\\\\\\\\\�\\ \ \\ \ \ \ 1a�1 - __ o COMM ON `"� o rr , 1 / II /i �\ \ - \ \ / / I I51 I11 I I ,I snti�bi` p \ \ I \� \\\\ \\\\\\ \\\\\\ \\ \\\\ \1\ \ � \ rn 3649 S.F. COMMON �'y2 \ - ✓ / \ \ \ - _ \ \/ \\ 1_/ I II III I III w Victory d W victory Rd 5N victory Rd yY victory Rd w viclo , 12 11 Qno-SF CIO \� /\ \\ \\ \ \ I ---3962 S.F. 4453 S.F. 9 - - - � - - \ \ \\^ \�\\\ \\ \\ \\\ \\\\ \ \ \\ \ \ `Y' - \ / 48' R0-W IIIIII IIIII �II I ■� \- \\ \\ \ \\ \ \ \ \ ) I \ � 15 3831 S.F. S l \ \ � \- \ \ \ \ \ \ \ \ 3588S.F. 1y°y _ \ ' \ \ PER INST. No 107034555 w rw„,,;, \\ \�\VAV\\ VAA \ I \ \ I 1 l 1 v� v v L0 I_ 8�33�F - - - �61 � � � v A - � IIII III III ■� oil *06 r_ \ \� \\ \ 1 - - \ \ o0 8 0 _ _ _ - \ I cc \ \ \\ I I 1 I \ M 16 3636 S.F. C01MON • ,O ' _ 1/ \\ ® \/ \ // III I ■ ■ ■ \ \\ \ \ \\ \ \ 1 \ I I I \ 26 \ 1 \ \ 111 \ \ \ I I I \ \ \ 9 \ \ / \ I I III �_ a / yv l I\� j�llj� l l � 1 \ \ \ \ I I I I I I I I I_ - - - - -_yy v vv �0 5sms.F. '7- 13�� v \ v III 911 IIII I II \ \\ \\ I I I I I L � \\ \ __ ,.- 4370S.F. � 4181S.F. 165SF •� /\ - - - - \ \ \ � \ \ / / - � - I �I / III Vicinity Map ■, v I � �111�111II I I I 1 11 AI 1 1 1 1 I 1 1 1 I- - _ - - A v vy v v 1 17 4763 S.F. 6 14 / 11 _ v v \ �, v v _/ I I I I C I II I I 1 1 I I I I _ - - \ 50' c>' � 3872 S.F. \ � I �I NOT SCALE = ■, i I III I I \ \ I - - -- - A \ VA 4910 S.F. 3530 S.F. � A V A V � I I I I I I I I \ \ \ \ R/W 1 g / - I IIII I 1 \ 1 \ 10 2 ` \ \ \ \ \ III I o M cc IIIII II I I I I I I I - - - - v v v \ v im 4597 S.F. 5 - II IIII IIIII I I I I III I - - - v v -- / v ✓ \ I I ■, V � 15 4006 S.F. 3759 S.F. ��$G� � V v ® \ I z Il�l\}/ I II II IIIII I I I IIII 11111111111111111 - \\\\\\\\ 4743S.F. ,` / s 3 \ \ / I \ \ - - - --=- -I I I II Project Summary: N ■ 3724 S.F., - \ - I �, '6 1 I 1111111 IIII I I I I I I I I I � _ \ \ \ --, 19 4 16 ��3782S.F. / �� \ \ o - - - - - - - - - - - - -/ \■// \ 4339 S.F. 3963 S.F. - - \ � �I III IIII I I I � _ � � � ` � � \\\ \ \ 4923 S.F. 3965 S.F. / � � / \ \ \ \ \ - - - - - 1 � y ■� rII- I I I I I I ( _ \ _ PROJECT LOCATION: SITUATED IN THE NE 1/4 OF SECTION 23,TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE MERIDIAN,ADA COUNTY, IDAHO1111111111111111111111111111111 1 11 I -ill 11 I III I I I I I 1 \ \\ \ �, / o� 4 / 2 \ \ \ \ \ - _ ■ II \ \ c / \ \ \ \\ \ 3 �i s 3769S.F. / -- 7632S.F. js \ \ \ \ \ W American Fold r I i y i 111111111111111111111111 CD I IIII 1111 IIIII IIIII I II 1 1 111 , II vA \ 1 3430 S.F. 17 ,F 4215 S.F. A v o W. ■ 1 I co t hII IIIII I I / _ \ 2 `331 S.F. v �� / 3 \\ \ - \ \ \ - TOTAL PROJECT AREA: 48.56 AC ± I 1 \ 1 I , \ �- ; - - _ , � -_ \ \\\ ,- 1 3845 S.F. 7 8123 S.F.\ \ \ ____ _-_ _'_-_ _ - - - - ZONING R-8 AREA: 17.66-AC± EW Cc a IIIII �111 IIIIIIIIII III11I \ /\ _ -11 III / _ %- _\ - \� \\ \\ \\ COMMON 18Z'**�4006 S.F. 4063 S.F. ♦ \ / / \ \ \ - C I ZONING R-4 AREA: 22.10-AC±II 1 1 III II111 III I II I I � /\� \\ �-_\\\\\� \\ \� 769-SF `.- S.F. \\ \ R1 GE U DIV I -_ rI �IZONING TN-R AREA: 8.80-AC± III' JIII IIII I I / - � ; ��-_��� \ \� � \ i19 6 \ 4 \ \ ?r \ / I I a } - \ \ \ 49 S.F. 7923 S.F. \ \ - I1 IIII III1I 1 II /// / -- - � \ \ \ 20 `263 S.F. Y `378 S.F. `r / 1 ♦ \ \ \ I Ill I I I \\/ // / \\\\ \ \ - _ / II I I _ EXISTING ZONING: R-8, R-4,R 15 AND TN-R I / i \ \ \ \ 3792 S.F. 5 \ ♦ \ \ I� 11 11111 111 1 / // / _ _ ��\\ \\ \\ \\ I N 3987 S.F. 7 y COMMON �` \ - \ \ - \ i -_ III III I II11 �I II III II � // / // _ �\ �, 21 �� ' 33721 sF 5 / \ \ I( I PROPOSED ZONING: A PORTION OF R-15 TO TN-R AND A PORTION OF R-8 TO R-4 AND A PORTION R-4 TO R-8 (CITY OF MERIDIAN) CI I I I _ / y ___ ����vv vy v v\ �� '� 41as s.F. , 1 II I� 11 1 1 III 1/ / / ii��% \���\ \\\\\\\\ \ I 3969 S.F. 4 - / 8699 S.F. ♦ \ - I - - - I I III 1 �4301 S.F. \ - - - - - I I� TOTAL LOTS: 200 (INCLUDING 32 COMMON LOTS) III IIIII \\I /// // _ \ �\\� \\\\\\�� u,\ s ' \ \ \ I I I I //// � _- � \ \\ \ \ ti 1 � � � 3949 S.F. � 6 \ � � � IIII I I I I III I / // �\ % v v 3 / � v - v l M I I I I \ ��� � - \ �\ \\\\\\\\ �. 1� �/ ., CK 5 _ -- coMMON \ \_ - - - - 1 I M I IIII I 1 I I III \ \/ % /\\/ /. - \ \\\\ \\ ,1 1 696 S.F. ,♦ 8�.�_ - 030-SF \ \ \ I TOTAL UNITS: 168 _ _ I I / / \///�/// /j�\ � �I \\\ \\?\\ 11993 S.F. COMM( S.F. ,4146 S.F. COMMON COMMON \ \\\ = \ - r _ - \ \ I 11r1 `0 1 \ III 111 111 / // \\ /jam>� \ 1 _ o \ 111 1i III II 11� // j %\/�/`//,\/j - �\�� \\\\�� \ �, l 1566 Sr 3949 S.F. ♦/ 8 7679 S F. 5833-SF \ �\ _ - \ \ I I Al \ I_ I 1 II ///\ / / / \ \ \ \ ♦ IV 1 1 R �I ' I FLOODPLAINS. THE PROPERTY DOES NOT LIE WITHIN AN ESTABLISHED FLOOD HAZARD AREA. I v / \ \ I III I u I II S89°18'32"E / / - \ \\\ V I 1 � � 13469-SF I I \ / / \\�� _ \ \off \ / �. \ \\ \11 II _ 1 I IIII I III\I\\ / /%/ / / / -\\ �, o \\\ \ \\ 11�1� - ♦ 10 1 s 1 770o s.F. I TOTAL COMMON AREA: 5.78 AC \ / / / // \ \ r I I \\ \ ) / / / / \ \\\� �\ \\ 10 / 11 1 7700 S.F. - C I \ /// / / / - A \ \ v \ \\ A \A\��VI V yv 11972 S.F. i i 4109 S.F. 0 11 1 7700 S.F. 1 30 - - - - �� 48.00 TS89°34'27"E 333.99' - -- -i 3 I I I I ICI lI) I \> / //� \ \ \\ �\ \ 12 / 2s ��! `L _.� - \ I I I // / � / \ \ \ \\\ V A �f \ ♦ 10131 S.F. 7576 S.F. �� 1 /// / //// / \ \ \ \ >� \ \ \ ♦ TOTAL QUALIFIED OPEN SPACE: 5.31 AC %/ /// L j / \/ / \ \\ \ ,\\ �I\\\\X `�69S.F. , - __ 1 7358S.F. - -_ - 1 BLOCK 1 - 1 = \ /i /� � / / , \ A \ V A^ \ 1 III \\ \ / // r/ l / \ \ \\\' \\\ \\\ \\i i 9 13 Z cn 50 - - - _ '2 COMMON 7 IMMON E o -4 - 2 I 3 I 4 I 5 I 6 \ / / / � - - \ \\ \\\\\\ \\\ I- S.F. z � I I \\ \ - l\ I / \ ` \\ � 31 R/W 10 1 1975 SF COMMON 176 SF I .� i \ \ / \ \ ` \ \ \\� \11983 S.F. i 1 7150 S.F. I 7150 S.F. I 7150 S.F. I 7150 S.F. I 7125 S.F. _ 0 \�\ � �1 / / / \\ \ \\ a\ \ \\\ 6600 S.F. 2 r` o -- S � 7700 S.F. 1650-SF � \ // �/ /� \ / - - cry \ ��\\\ \\ / �� 27 1 7390 S.F.\ 1 / / /�/ / / / I— I \ \ \ \ �� \ \ / 7700 S.F.I \ � ,, / / / / \ �\\ \ \ \ �. \�\ \\\\\\ \\\ 140 \ i o __f_-aF__ in 1 -` , / / / / \ \ \ \ \ \ �' \ \\\\ \11983 S.F. 7 1 104 8 S.F. -- Qb 9 I= _ co - Zoning Requirements: I / 1 / / � \ F \ ��\ \ \\\ 4 1 1 7700 S.F. 1 32 26 6600 S.F. C 6600 S.F. co �\_1 I �� �/ / / / / / \ \\ \ \ \ \� \ 12 \ \\` 5 1 6 1 7700 S.F. 1 7700 S.F. 1 1 0 3 � � / // // \ \ \ \\ \ c� \< COMMON\\ \\ � 3 1 7700 S.F. o� _\ CV / 1 / // / / / � _ _ _ \ \ \ \ \ \'c�Q� \57076-SF\\\ \\, 2 1 7733 S.F. 1 7700 S.F. m I I / / / / / / \ \ \ \ \ \ \\\ \. 7 1 1 9473 S.F. 1 s2ss S.F. 1 _ _- -- 8 -I----- DIMENSIONAL STANDARDS. R-8 ZONING DISTRICT R-4 ZONING DISTRICT TN-R ZONING DISTRICT R-15 ZONING DISTRICT / / / / / / / \ \ \ \ \\ \� �V \A 13754 S.F. COMMON 1 - �' I 2 o W _ - 7413 S.F. 4 I o 1 I I 1 l / / I / / / / / A\ \ \ \ \ \\VA\\ \ , \\ \ `V ` � V A � 9739 SF _- 33 1 7413 S.F. 1 6500 S.F. 1 6500 S.F. 1 6500 S.F. 1 6500 S.F. I 6514 S.F. 1 7557 S.F. I c� ■ MINIMUM PROPERTY SIZE/ 5,000-SF 8,000-SF 8 UNITS PER ACRE (MINIMUM) 2,400-SF \ I I / \ \ \ \�`" \ \ �� \1 \ \ \ \ -- 9 7700 S.F. 25 •a \ �\\\ \\ \\ 1 I I ' _ -- � -' _I_ DWELLING UNIT(IN SQUARE FEET) � / � \ m 111111111111111 I ` \ / / I / / \ \ \ \ \ \ \\ ��\\\ \ �� 1 _ BLOCK 6 io 1 8671 S.F. 770o s F. � I � � / � \ / / / 1 / / \ \ \ \ \\ \ -- \ _ - � / I I I \\ \\ \ 1 1 1 1 I I I - - 1 11 I 1 -- s BLOCK 2 I � \ \ \ 7700 S.F. ■ \ - / / / I / \ \ \ \ \ \ \\ \\\\\ \ 1 1 12 7700 S.F. __ - C MM N--- -- -- - __ i MINIMUM STREET FRONTAGE 50 FT 60 FT N/A N/A \ \ _ - - - ( \ \ \ \\\ \�\\\ \ 1 , 6 III ► 13 770o s.F. 1 - 50 I 0 H CA - - / \ \ \\ \ 15753 S.F. 14 1 34 1 7 3 28 F � - - �_ / , I \ \ \ \ \ \ \ \ \\\ \\\\\\\\ \ I I I I I 1 15 1 7700 S.F. 7718 S.F. 24 8511 S.F. 1 6 I 5 R / \ \ \\ \ \ 1 I I 7700 S.F. i , STREET SETBACK TO GARAGE 20 FT(LOCAL) 20 FT(LOCAL) 20 FT(LOCAL) 20 FT(LOCAL) W _- _ - - __ /') I I \ \ \ \ \ \\ \\\ \ \ 1 I I I I I� 1 7702 S.F. 8239 S.F. I 8448 S.F. I 6500 S.F. I 6500 S.F. I 6500 S.F. 1 6500 S.F. 1 6500 S.F. - - , - v A \ , " \\ \1 ��I I 23 1 14 % ' - - - / STREET SETBACK TO LIVING AREA 15-FT LOCAL 15-FT LOCAL 10-FT LOCAL 10-FT LOCAL \ � -\\- - ` � I \ \ \ \ \ \ \ \ \ \ \ �I 1 I I I I I I I �� COMMON 9304 S.F. I (LOCAL) ( ) ( ) (LOCAL) T � � - / A\ \ \ A �\ ��� I I I I I I I 1 5 I I cn 11247 SF - - W \_ _ - J \ \ \\ \ �, \\ \ \ 1 I\ 11 11I I I II I I I 16578S.F. 1 1 ; -� o COMMON 30 SIDE SETBACK 5 FT 5 FT 5 FT 3 FT - - \ \ \ \ \ \ \ \\ \ \ 111 III I 1 1 I ' i ' I I I 6976 sF ASEMENT 35 - v■ �7L�fi. - Lo �- - \ / I \ \III IIII III J��I I 1 I I I I coMMON 30' I COMMON DRIVE 36EASEMENT °C15 I REAR SETBACK 12-FT 15-FT 12-FT 12-FT = \ \ __ \ \ \ \ \ I II IIII II I I I _ 41 8793 S.F. 15 Q, \ \ / / - \ \ III I SEMENT 1 4643 SF � 22 COMMON 7 COMMON \ 44 -9469 S.F. \\\ \ \ / i \ �1 I IIII 1 I 1 - - 43 1- - , � \ \__ 9969 S.F. 16 7286-SF 30' COMMON 5924 sF STREET LANDSCAPE BUFFER 20 FT 20 FT 20 FT 20 FT\ \ � / 1IIII 711�I I II I I I 1 I I ( � / 8598 S.F. _ _ - I v COMMON DRIVE 7677-SF I n _ 49 COMMON DRIVE 11 �� ,\ 4575 SF \ \ \ \ \\ \ \ / / 1 1 IIII 11 /1 II�111 I I I I I I I 1 4 ( � 51 8864 S.F. 4500-SF �,i\ i \ - == - \- 17 I EASEMENT N - - = - \ \ \ \ , / I IIIIII IIII I� II IIIII I 13299 S.F. 10972 S.F. - - =_1 f \ 37 r--- 1 9670 S.F. I 14 1 g 9 I 6 16 1 �? t MAXIMUM BUILDING HEIGHT 35-FT 35 FT 40 FT 40 FTlIaiiaa / / I/ III I I I I I 1 1 \ / //-�'� 40 8 ~ \\ \\ \ `\ UNPLATTED / / / / � II I/) �/ 111 I 1 - -_ I / _ \ 400 S.F. 1 500 SF 1 7698 S.F. I M O O \ \ \ - / I I I I 1 I 45 \/8400 S.F._ \ 21 I _ 8597 S.F. COMMON DRIVE 9450 S.F. I 8632 S.F. 1 rn Q 11 � 1 \ I- \ \ \ \ \ V / // / / /��/ //�� III IIII I I 1 1 I - -- -- 1 48 I 1 / 7700 S.F./// / y V y 8400 S.F. 1 1 - ��,_ � -- -- -- -- -- __ ■1111111111111111 v FUTURE PHASE // /IIII I 1 , I i - - / // �, '� y a \ / / II / \ \ \ l ( ) / / / ////� // IIII 3 I I 770o s.F. / r/�i � � �\J\ � \ \ �_ I 1a � � � 1 N ; .� _ v V A \ \\ \ V / / / / /��'/ /�//�/111 II� 1 13217 S.F. I I 52 - /-j i // v A V\ \\ 13 I I 17 _ /�! M \ V A \ \ - � / / \ / // / �/ I I \ \ I I I / SO' � 12202 S.F. -_ I-�/ / // Y/ /// /,- - v \ VA , \ \ I y�8400 S.F. I 5 I - ° Notes: F \ \ \ \ \ \ \ \ I �- _ ! / / / /'/, /� / /�/ IIII 1 I 1 ✓ R/(/,I, T /// / / / _ \ 1 1 N 770o S.F. �f ■ ■� ■' �\ \ \ \ 8400 S.F. 10 I 8609 S.F. - - - � � \w / / - �\ \ 38 � \ \\ \ \ \ _� \ \ 14170S.F. 50' o V A \ V V A \ / / / //,//// //// I� _ \ / 1 i / �/ i 39 � �16369 S.F._A \ v � - - -- \ \ \ , � / \/ // �% /�j// I __ -- -- - - J\ \\ 4s I I \'16007 S.F. \1� =\ \� \ �\\ \ \\\ \ �' -- R/W I 1. THIS SUBDIVISION IS SUBJECT TO COMPLIANCE WITH IDAHO CODE SECTION 31-3805 CONCERNING IRRIGATION USE.ALL LOTS WILL BE PROVIDED PRESSURE a � _ \ \ \ \ \ \ I / - � � � �/ i/// %/ ///�/ l )lI I I ~ \ I l / / i / �I\ \�\\� , \ \ �I � I y = \ \ \ \ 1 I _ - // //// / /1 I I I / - \\\ 14903 S.F.I Ill 11 / - �\ \�\ \\� , \\\ 20 \\ _ __ \ ` - 1 I 1 18 I IRRIGATION VIA THE EXISTING SYSTEM OPERATED BY THE SOUTHRIDGE OWNERS ASSOCIATION AND SUPPLIED BY THE NAMPA MERIDIAN IRRIGATION DISTRICT. :04 � \ \ \ \ \ \ \ 1 I // ✓�� �� \//i / 2 I 1 I 47 _ //1 1I�1 // �� \ �\ \\ 20476S.F. �1 - I I 4 Z = / / // /// 1313,6 S.F. \\ i �� ) ( / \ \ �� \ 8586 S.F. 7700 S.F. - \ \ I I/ / / i / //// // 11 I ," 14710S.F. \\\l\\ �I_ / \ �_ \I / \ \ \ \ I / / I I / 53 _ l - _ >���� \\ \\\\ a 19 \= 11 \� 0� -- 2. EASEMENTS: \ \ \ \ \ \ \ \ \ / / /� �% /\/j i / / I / 18756 S.F. / / ��\\ /// r �� \� �� 18958 S.F. -16121 S.F., V \ \ \ \ \ I / / / i /// %/ //\< __ __ l i / - \ \�; /_ �/� / / I \� \\ \ \\\ \ �� --1-� �� i -- 1 \ 2.1. ALL LOTS ARE HEREBY DESIGNATED AS HAVING A PERMANENT PUBLIC UTILITIES, DRAINAGE AND IRRIGATION EASEMENT OVER THE TEN (11 0) FEET CONTIGUOUS C v \ \ \ \ \ \ \ I / - \ I / 1 / / / / - __ _; - \_--- _ \\ \ \\\ - =-I- N � _ 1-1 1-1 \ \ \ \ \ \ \ \ \ \ \ 1 I / / / II/� //% COMMON // 7 / / / / / / /,3 '�- n \ / _-_--_ _--- \\\ \ _ - \ 0 1 o TO AND PARALLEL WITH ROAD RIGHTS-OF WAY. HOWEVER,THIS SHALL NOT PRECLUDE THE CONSTRUCTION OF PROPER HARD SURFACE DRIVEWAYS FOR a \ \ \ \ \ \ \ \ I I r / ,� , C� /� _, - `_\- __ ��\\���\� \\\�\� - - �_ _ _ - \��~\ 11 / g 19 v �T \ ACCESS TO EACH INDIVIDUAL LOT. ■- C2 ■ --_- J \ \\\ \\ \ \I- - - �� ♦ \\ 19419 S.F. ♦ 10619 S.F. 7700 S.F. p M \ \ I I ( ' / 1 ���_ t l \\�\�\\\I -- - - : __ \ 2.2. AN FIVE 5 FOOT WIDE PERMANENT PUBLIC UTILITY, DRAINAGE AND IRRIGATION EASEMENT SHALL BE PROVIDED ADJACENT TO AND PARALLEL WITH ALLCM V A \ V V \ V A A \ \ 54 1 / - - - �i� A\\,A \V - S� AA \ _ m 1 \ ■` v \ V A A \ ( I /�//// / . / i V _ y � �= ° $ W _ 01 _ v\v vvv v��w�� - � __� v y v �_- __ v ■ ■� Z v A \ V \ \ V A 1504o s.F. _ '_�- '45" 380. vvv \ v vyA -;=_- �� v vvv\v v --a INTERIOR REAR YARD LOT LINES. Z v V A \ V A \ \ V V A \ V A A \ \ 5 I _ // /// /�/ j�/� -���� -581 5 v vv �Qv����_!�/ OVA v v� v yC 1 v \ \ \ \ / - - - - v 2.3. AN TEN 10 FOOT WIDE PERMANENT PUBLIC UTILITY, DRAINAGE AND IRRIGATION EASEMENT SHALL BE PROVIDED ALONG ALL EXTERIOR BOUNDARIES OF THE \ \ \ \ \ \ I COMMON / / // �/ i =--- \ ��✓� - \\� \ \\ \ \ \ Q ( ) L \ \� \ \ \ \ \ \ \ \ \ \ \ \ III C \�1 / -/ / /// / // i - \ �_��/ _���� � �\ \ \\\\ \ \� 20 0 � Q Q \ \ \ 11 I - - I \\\� \�� ��'� ���� ��\\�� \ \\ \\ , 2 SUBDIVISION, EXCEPT WHERE NOTED OTHERWISE. v A \ \ \ V A \ V A \ A V A \ V A A \ \ V ��,' III � 1 \ - F / �/ �,�/// /�//\//�\// /� �� � �i� - y�wv, \ 7700 S.F. - \ \ \ \ \ \\ \ \ \ \ \ \\ \\ \ \ I `I11 3056 s / \/ / G _ 1 _ \� �� \\\\�\ \\\ 142s2 S.F.sF I - W 2.4. PORTIONS OF LOT 15, BLOCK 2, LOTS 1, 8, 18, 24, 32, &44 BLOCK 3 ARE PROPOSED TO PROVIDE A BLANKET SHARED DRIVEWAY EASEMENT. IN ADDITION, am Rl H 0 -�,'-� \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ , \\\\\ \l 56 / / /�/��/� f, �' %�ii �� \�� \ z THESE LOTS WILL PROVIDE A BLANKET UTILITY EASEMENT. �. \ \ \ \ \ 11247 S.F. / /// / / _- 1 3 ��� \\ �,\_ \\ \ \ -I - - = W W \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\ \ \\ 12586 S.F./ / ; // // �/j 1 -- \ \ Q\\\\\ \ \. -- 2.5. ANY SPECIAL EASEMENTS ARE SHOWN ON THE PRELIMINARY PLAT. ;vvy vv v vAvvA v A V A v \ V A \ V A V A �\ \ \ \� \ \V� \ l I I I 1 l '/ // %�j//� \/j�� 1/ �`� 3 - vvv vvw vvvvv v 21 -_ v A ` _ � IX �/ i p PHASE 3 1 PHASE yv �' �,, ivy' vV \vV v 1 \ A V\V A \ V A \ V\ \ \ V \ \ V A A \ V A V A \ \ V A\�\ - � - 55 rrr�( / . / / / ///I �, �/ �� � A V V �V v ' COMMON 7700 S.F. - v v v v vv v vA v v v V A A v v v A A V V A�\ \ , \\Vv � \ I I C MMON DRIVE¢/�f �/ / / // //� V// 1 - vv v vvvv s v v 3. ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN EFFECT AT THE TIME OF RESUBDIVISION. \ \ A \ V A \ \ \ \ 16825-SF /\ / \\"V \\ V\ 17814 , I \� \\ \ \ \ \ \\\� \ I I / j / / 1 �\ \ �\\\�\ _-__1 - v vvv v vvv vAv \ \ vv v vv VA VA \ \ \\\ IIII / //// J ,• - A �v vvv v � � Re - \ -\ \ \ \ \ \ \ \ \ \ \\ \\ \ \ dj -' / � / / c� \\ \\\��\\ " 4. BUILDING SETBACKS SHALL CONFORM TO THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN AT THE TIME OF ISSUANCE OF A BUILDING PERMIT. � v vA v v\v v \ \ v v v v v v \ \ � A \ \\) I s1 / / / / 1 vvv v 9 - v � v v v v v v v v v '_1 v v \ \ A V A \ \V A\� \\\ I 1 57 /�I // //� /� w V w \ Ov\ 22 \\\ \ \ \ \ \ \ \ \ \ \ \ \ -I I ,\\� 111823 S.F. 1 .� /% \� \ \\ r \ \ \ \ \ � \ I II I / 1 F 11651 S.F. I / / \ N Line Table Curve Table \\� \ \ \ \\ v \\\\ \\ \\ \ \ \\\ \ \\\�\\ \ \ \ 1111 I I I I // / \ ,\\ \\\ 7700 S.F. 1 \ 1 v 5. ALL RESIDENTIAL LOTS WITHIN THIS SUBDIVISION WILL BE PROVIDED WITH DOMESTIC WATER SERVICE FROM THE CITY OF MERIDIAN. " vvv vv vvvv\ v v v \ vv vv vvvv \ \ V \ l �1� 111111 \�,J�/ / / 11�/lI / � ll �/q � � � A� � � vy 0vy I W \ \ \ -�, \ \\ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ J1 I \ /// / / `� SEGMENT LENGTH BEARING CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD LENGTH \ \\\L -- Z \\ \\ \ \ \ \ \ \ \ I I - I IIII\ // / // /// / "� \ \\\\\- \ < 30'SHARED o \ \ \ \ \ \ \ \� \ \ \ \ \ \ \ \ \\ \ \ \ I I //�� 1/ , / / /� /, M \\ � \ 6. ALL RESIDENTIAL LOTS WITHIN THIS SUBDIVISION WILL BE PROVIDED WITH SANITARY SEWER SERVICE BY THE CITY OF MERIDIAN. \ v \A \v vA v vv V A A \ A 1 I � � �I�II 11 / 1 _ / / /// \//� L1 73.72' N59°59'27"W C1 287.73' 600.00' 027.48 N46°15'10"W 284.98' A� \ DRIVEWAY • W 1-1 \ \ \ v v v v vA v v v VA \ \ \ / n 1 // o A \\V A V\\ 23 48 R/W = V v A\\\Av v vv v v \ y v v A V AA \ \,A V I I I// l // / 11 / l - / / /l�l / /j N L2 93.79 s76°56'09"W - 9-1' 120. 043.07 -1 I�- - -. A\ � I \V 1 1 7. ALL RESIDENTIAL LOTS WITHIN THIS SUBDIVISION WILL BE PROVIDED WITH PRESSURIZED IRRIGATION SERVICE WHICH WILL BE OWNED AND OPERATED BY THE \ / / ' 1 / v 111111111111111 v v v v v v v v v\ v \ \ \ �\ I \� 5//�// " // / �/ 1/ / /� // \ \l \�� 8soo s F. 1 5 H v v\v V\ \ \ \ �/ \j /l/ /�l �/ / ll/ A \ V \_ I - )( SOUTHRIDGE HOMEOWNER'S ASSOCIATION. \ A \VA \A �\ �A y� VA\ v VA \\V A \\\ \ \ \ V y/ 1��1 / i / / i/ / //�/ /ll /�� L3 108.31' N54°5T45"W C3 83.95' 100.00' 048.10 S79°00'48"E 81.51' ASPEN lj 0�E �A �� V� - V� FOUND 5/8"STEEL PIN Z � � _ V / 1\ 60 / / / / // \� E 1/4 CORNER SEC. 23 �� v� > > > >� � > > > 1 / / / 11 ' ' �/ l////l /l � L4 34.82' s36°27'55"W C4 9o.1s' 120.00' 043.06 N76°29'3o"w 8807' p A ) , N89°02'561W 255.36' �_ 8. ALL INTERNAL SUBDIVISION STREETS ARE TO BE PUBLIC AND WILL BE DEDICATED TO THE ADA COUNTY HIGHWAY DISTRICT. STREET CONSTRUCTION WILL BE IN 0 //// \ / 14206 S j - - 5g / - SUBDIVISION CP&F N0.9255545 ACCORDANCE WITH THE ADA COUNTY HIGHWAY DISTRICT STANDARDS AND REQUIREMENTS OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION. / i///////� �j / /// //II//\//�// 14299 S.F. / / //// L5 32.62' N89°02'56"W C5 160.45' 150.00' 061.29 S51°20'09"W 152.91' \ � 1 W //�/�/ �/% / //// / /////�// / / %\/// � Ill 24 //�/// / �� / �/ ///// �/ // y \///�/ ////��j// �j/ Ls 1v.52' s33°os'24'w cs 12s.34' 150.00' 049.4o No7°24'13°E 125.3r 9. LOTS IDENTIFIED TO BE COMMON AREAS SHALL BE OWNED AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. Q /���//�/// � / /\/ / / / / / //// / ////// ° ,� ■ V / //// / / / / / / \// 7 // \ \ / L7 47.38 N70 1207 W C7 140.75' 150.00' 053.76 S09°35'01"W 135.64' PHASE 2 PHASE 6 c /�// Mail // � / / / / / / /// �� / L8 34.06' N89°02'56"W C8 389.2T 300.00' 074.35 N00°42'26"W 362.53' �/ /\// // /// / // / /11 /j/ // / //, %% // //§/ , - / / � / / //// /I,/ L9 21.67' N32°06'19"E C9 165.46' 765.00' 012.39 S44°36'18"E 165.14' \ 11 ///�// / / i'l /�/\/// �/COMMON /\//��//\// L10 110.54' N17°1T53"W C10 151.30' 225.00' 038.53 S18°36'55"E 148.4T �//// I�/ - /// /�/ //1783 8-F- \��/i/// /// / L11 70.00' N52°03'57"E C11 57.71' 325.00' 010.17 N57°1T04"W 57.63' , 0/ �/ /�//// z /�/// 5� // / \ �% �i�•, // �� �� / �/// / / /� ���/ \// L12 50.10' S52°30'58"E C12 94.40' 291.75' 018.54 S61°28'03"E 93.99' �� / // / s Dk /O ✓, % � r /� //�,��°�Q \/ //� / / � �N \ / "I 1; \ L13 114.78' N52°03'57"E C13 31.42' 20.00, 090.00 N26°18'33"W 28.28' /�/��� \\ /`// ll� °�.� yice yj\\ / /// / / /��� / Gj� /% ` �// L14 35.00' N52°0T13"E C14 31.42' 20.00' 090.00 S63°41'27"W 28.28' /�//��, �l ///�/ / ///i `� � // / // / I // y� -\ j\ \�A j� L15 61.97' N37°52'47"W C15 157.91' 275.00' 032.90 N54°51'32"W 155.75' T� �D GROUP / �/ INCORPORATED / /r//1�1 %/ I /X" / l ` �� // -1_' /j / L16 50.00' N89°29'56"W C16 29.58' 20.00' 084.74 S08°25'50"E 26.96' / � / / r//ll� 14 / / �// j1 , //I / i //✓ //� � / Property Owner: 462 Easthore Drive, Suite 100 / III/I -�//I / , /j� ////� / L17 50.00i N18°41'27iiE C17 15.26' 325.00' 002.69 S87°33'16"E 15.26' p y Ea le, Idaho 83616 Ph. 208.939.4041 Fax. 208.939.4445 �IIIII�I �II I ` \� / L18 50.00 S71 18 33 E C18 31.18' 20.00' 089.32 N44°14'13"W 28.12' C O R EY BARTON HOMES INC. www thelandgroupinc.com // / /� 11 A � ��� // L19 16.94' N71°18'33"W ' i�1��'\ X\\\ / ,/ j/ C19 30.96' 20.00' 088.68 S78°16'53"W 27.96' \ \\�\\ �� z L20 29.96' S86°12'34"E C20 161.30' 765.00' 012.08 863°25104"E 161.00' 1977 E. OVERLAND ROAD Ao'SAL / MERIDAIN, ID. 83642 s EN \ \\\\������ L21 50.00' S89°34'28"E C21 24.39' 20.00' 069.88 N34°30'59"W 22.91' �G1S \\\ \ � / L22 48.98' S00°25'32"W C22 36.04' 20.00' 103.25 S52°03'10"W 31.36' � _ / L23 101.48' S89°18'32"E C23 132.04' 765.00' 009.89 S81°15'53"E 131.88' Engineer, Landscape Architect, Planner: 10 61 L24 56.81' S61°13'36"E THE LAND GROUP, INC. �'� 11 CONTACT: TAMARA THOMPSON (PLANNER) Jas e ov 0 0 100, 200' CONTACT- JASON DENSMER, PE (ENGINEER) 1 4 Preliminary Plat CONTACT: PHIL HULL, RLA (LANDSCAPE ARCHITECT) Project No.: 144042 CONTACT: JIM WASHBURN, PLS (LAND SURVEYOR) Date of Issuance: 12-08-2014 HORIZONTAL SCALE: 1" = 100' 462 E. SHORE DR., SUITE 100 Designed by: TLG EAGLE, ID 83616 Checked by: TLG PH: 208.939.4041 Sheet No.: PP-1 �ui � �U d \ o \ \ I a\ I I d I ' ' 11 III I II a I I 1 \ \ \ \ \ ea _ \ \ I I I I I I I S89°18'32"E a �Y \ o _ tuber \ \ sw I _ - _ \ \ - - - - - ' I I , ,= I 4s.00 E� 30 J I I J U N � � II vim ' o 7576 S.F. \ 4"PI L 4"PI \S89°34'2TE 333.99' 41' 4 PI 4' I L I - € A. I I Icc 8"SS fl .99' 65.00' 65.00' 65.00' 65.00' 55.00' 0.00 17.02' 28 I G� �� 27358 S.F. I �6. - - � I I I F- - - - - - - � I - - - - - - � , LL - - - - - - - - - -- 132.04' C I I I I I BLOCKI ` I / - - - - - - - - - - - - -- = Cn 3287SF 29.96'I 15.26' \ I I I I I/ 5.28'=-- 110.00' ==� - _ - _ _ -�''� d' 1 1 �� I 1 1 II M Md L - - - - - - - - - J I / 50' -- --r MON. ---- I - I I I I I I , I I I/ � 1COMMON- -- - - - - -107.83'. - L 1 5-SF .K I I I I I I I I I I I I I /r1 26176 SF \� IE - - - -- -- -- \ 9.41' - - -- \ I I \ I F- - - - - - - - - - -- R/W I I I I b rn 2 o I 3 0 4 o I 5 oI 1 7 N o 10 I v coo 0 7150 S.F. 0 7150 S.F. o 0 0 6 'o COMMON \ r T T I I 7150 S.F. T I 7125 S.F. T 1650 SF o \ \ O 31 I I I I I I I , C r l I \ 715o s.F. 7700 S.F. I I o 6600 S.F. I \ I I I� 1 2 I I N _ it lil lil lil lil li U R I M I I \ I I I I \ \73so S.F. 1 o 1 0 0 I I I ' y==== - - - J I I I' �r I I I f I \ III III III I I \ I � v 7700 S.F. /\ \ \ L - - - - - - --1 I L - - - - - - J I L - - - - - - J I L - - - - - - J I L - - - - - - --I -� - - - - - - -¢_ _ _ \ ' \ - - - - L _ _ I 36' i I o---- _ 110.00' __ -_ o __ 63.48-_ _65.00' __ 65.00' 65.00' 48.18' 17 62 p �r I 1 - _ - - - � BC-BC o \ \ 9 I � - Yam \ - - - - - � i -- - - -- -- -- I - - 6600 S.F. 1 I I \ \ \ ■ NLID I 1 I I N I I I - - m N8914'28"W 513.93' \\ e`er �/ I N a�1 I I 3 0 - - 6 i - - �- - - o S.F. I I 1 1 °° STREET - - - - - _ - _ ' \ I I Q I 6600 S.F. o f ■ 26 - - -- --�-- \ I 7700 S.F.- - _ I - -- _- ' \ I I \ - 110.00' _ - _ _ �j I 1 Q �� 65.00' 65.00' 65.00'. 65.00' 46.66' 18.53' L - - - 110.00, - - - J I I \ , , , Co\ �� I I / -- � _ _ \ IQ - - - - - - -� y I \ \ I I / I I � � I cn � - - - - � L - - = - - - J lo. I Im I F- ���� \� � - - - - � � r - - - - - - T \ I CS \ I a I I I I = I I �I III III III III I Icc \ � - - - itona - � - y - - - 7413S.F. 1 I 1 I I I I II III III I I III I O _ ■� I I o I I 1 1 1 III 1 1 , III 1 1 1 z I I y co 3 \ I I I 4 \ S0 7 00 6 0 5 0 4 \ \ 0 3 N 7557 S.F. I ■� 1 \ \ \ - I I I 7413 S.F. 1 0 6500 S.F. I o I I I o I S.F. \ I \ 1 c� L _ I 1 \ I I I r I 6500 S.F. I o 6500 S.F. I o0 6500 S.F. I o 6514 S.F. I o - - \ I 1 "' cc �- g 1 J 1 25 I o IN 7 --�_ - J_ L I I y N ' I III III III III \ \ \ III I I ., a \ 7700 S.F. \ Ln I' - 35.00' I I I I III I L I I - 1 - 35.6� -v�__75.36'- -J I \ N I 1 I I v III � f-I l III I� I vv, 1 v / v i.. - \ � o I I M I L - - - - - - -I I L - - - - - J I L- - - - - - - J I L - - - -I L - - - - - - - I L - - - - - - J / \ � - - - - _ l I y C4 cc Ti0.U0 - - - J I - - 1 I \ \ I 1 \ I 1 Cn CD IMMOfV� 65.00' _- - 65A0' -- -- 65.00__ _ 65.00' -- -- 65_00- - -- 64.31' V`- - - - - - - - - - I I I \ I I \ \ r32s sF II_ \ _ _ \ BLOCK 2 25'LANDSCAPE ' 1 I I - - - I - - - - - - I - - - - I 50' I � - - � --I I r - - - - - - � I � I- - - - - - - � I � - � I- - - - - - - � T F. \ \ I \ \ , I 7 R/w I I I \ III I I I EASEMENT Iv � � I v \ I �i i � a511s.F. 1 I� v I ,vvv � � � I I III III III III I I I \ \ C\jI - - I T s N \ 5 1 ■ 1 - \ \7702 S.F. \ 1 o I I ,I 8239 S.F. \\ I I r 8448 S.F. I I 36 \ \ I I ; BC-BC b I o I 1 1 1 12 o I 13 o f 9 oI 1 10 oI I 11 0 I\I o 6500 S.F. 0 6500 S.F. o 0 0 o I I II \ \ \ I I 1 \ \6500 S.F. I 6500 S.F. o \ 6500 S.F. o - - - - v 0 1 vvv 1 I �� � � � � I v I �v Ir,-I i, I v l o �° , L _ \ 1 I 1 \ I I III III \ I III ` I I \ cCA 14 23 \ \ \ \ \ 62q \- - � i L - -\� - - -I I L - - - - - - -1 I L - - -\� - J I L - - - - - - J I L� - = - - - J I L - - - - - - -I L - 9304S.F. \\ COMMON \ \ , -_ 11247-SF \ \ \ -_ 54.50' 65.00' ` - 65.00' \ \ ■ -- -_ 65.00' 65.00' 65.00' 1 I \ - TRCD 2cli 5 ��o r21 \ \ S89°34'28"E 35.48' _ c� \ ° \ 70 _ > \ I I - J I 08, \ _ �� - _ co o S89 34 28 E 262.56' \ c„ I r COU -l1) - \ `i L - - - - 1 N \ \ I S.F._ _ \ - - i i \ \ \2.48' M _ 222.57', \ \ \ \ �O %% 63.63' o \ 30' 15 \ \ \ \ 15 20.48, 30.00' \ - I ■ I \ I EASEMENT \ 238.52' \ o N COMMON c \ _ 22 \ I = \ \ COMMON \ 7 \ c?yS o - ;, 5924-SF' 1 / a I I I 7286 SF rn > \ / I E - - I \ 9969 S.F. \ 1 - -�I II - I- IIi \� -122.56'! 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VAQ\ h V A\ 24.42' Cz\ 7.35' 1.42' A11983S.F. \ 1MON Z D GROUP\ \57076 SF\ o INCORPORATED 462 East shore Drive, Suite 100 Eagle, Idaho 83616 Ph. 208.939.4041 Fax. 208.939.44457\ www.thelandgroupinc.com 13754S.F. 1 iF 061 X Vi \ sANAL\ �v5 1 \19, 10 1 LL yPreliminar Plat OFv 0 40' 80'Phase 5 Lot Layout Project No.: IE 144042 \ V A Date of Issuance: 12-08-2014 HORIZONTAL SCALE: 1" = 40' \ \ \ Designed by: TLG \ \ Checked by: TLG Sheet No.: PP=5 EXISTING PHASE 1 PREVAILING WIND DIRECTION aJ - Landscape Plan LegendIMPROVEMENTS y Plant Schedule o� o Key I Botanical Name Common Name Size Class PHASE Deciduous Shade Trees REMOVE DEAD/DAMAGED BRANCHES ANDZ; =. a AC Acer platanoiJes 'Crimson Sentry' Crimson Sentry Maple 2 CAL. B&B 2 Ll ■ PRUNE TO INTERNATIONAL SOCIETY OF AF Acer x freemanii 'Celebration' Celebration Maple 2" CAL. B&B 2 ROOT PROBE ARBORICULTURE STANDARDS; Qo �° QR Quercus rubra Red Oak 4 CAL. B&B 3 + DECIDUOUS TREES TO BE INSTALLED _-- -- i IMPROPERLY PRUNED TREES (AS LF Liriodendron tulipifera 'Fastigiatum' Columnar Tulip Tree 2" CAL. B&B 2 SOIL LINE DETERMINED BY THE LANDSCAPE , FA Fraxinus amerlcana Autumn Purple' Autumn Purple Ash 2 ' CAL. B&B 2 / - ARCHITECT) SHALL BE REMOVED AND CT Gleditsia triacanthos 'Skycole' Skyline Honeylocust 2" CAL. B&B 2 o d a REPLACED. LT Liriodendron tuli ifera Tulip Tree 2" CAL. B&B 3 - TICTilia cordata 'Greenspire' Greenspire Little Leaf Linden 2" CAL. B&B 2 CONIFER TREES TO BE INSTALLED RUBBER CINCH TIE FP lFraxinus pennsylvanicc 'Summit' Summit Green Ash 12" CAL. B&BI 2 d 2"x 2"x 8'-0" CEDAR STAKE-DO NOT Ornamental Flowering Trees + + RC Malus x 'Royalty' Ro alt Crabapple 2 CAL. B&B + + SHRUB PLANTERS TO BE INSTALLED PHASE S UTILIZE SOIL/ROOT PROBE � PENETRATE ROOTBALL. SEE NOTE 1. Royalty PP AROUND TRUNK (APPROX. 3-4" q SET STAKES PARALLEL TO PREVAILING SR S rin a reticulata 'Ivor Silk' Ivor Silk Japanese Tree Lilac 2" CAL. B&B 1 + _ SC Malus x 'Spring Snow' Spring Snow Crabapple 2" CAL. B&B 1 AWAY FROM TRUNK) TO LOCATE �a o WIND. p g P g PP Ll m 3 HIGHEST ROOTS. HIGHEST ROOTS Coniferous Trees G�OUANTITY SHOULD BE POSITIONED AT OR 3" THICK BARK MULCH LAYER, KEEP 3- T PLANT IDENTIFICATION KEY PHASE2 & 6 NS Picea abies Norwa Spruce 6'-7' B&B SLIGHTLY ABOVE GRADE LEVEL. BARK MULCH 3" AWAY FROM TRUNK. SS IPicec omorika I Serbian Spruce 6'-7' B&B PHASE LINE BACKFILL WITH SOIL PLANTING MIX. SEE Shrubs/Perennials/Ornamental Grasses (TYPICAL) T __ Ll ■� 40' X 40 VISION TRIANGLES � SPECIFICATIONS FOR ADDITIONAL DY lHernerocalJs Stella de Oro Stella de Oro Day My #1 cc - L_ REMOVE BURLAP, TWINE, AND WIRE INFORMATION. MY Miscanthus sinensis 'Yakushima' Dwarf Maiden Grass 1 -- -� a BASKET FROM TOP 1/2 OF DF Pennisetum alopecuroides 'Hameln' Dwarf Fountain Grass #1 / FINISH GRADE HM Panicum vir atum 'Heavy Metal' Heavy Metal Switch Grass 1 ROOTBALL, REMOVE ALL NAILS, TIES, Q� AND PLASTIC FROM ROOTBALL. IF � I _III- PM Pinus mugo 'Slowmound' Slowmound Dwarf Mugo Pine #5 _ O COMMERCIAL SLOW RELEASE FERTILIZER RN Rosa x 'Noatraum' Flower Carpet Rose ink 3 PHASE 4 ■ cc SYNTHETIC BURLAP IS UTILIZED TO I ----- W WRAP THE ROOTBALL, IT SHALL BE TABLETS SB Spirea x bumalda 'Goldflame' Goldflame Spirea #5 ■, - y - MK S rin a atula 'Miss Kim' Miss Kim Dwarf Lilac 5 0a cc COMPLETELY REMOVED. ONLY � � � � I � �■ � BIODEGRADEABLE BURLAP SHALL BE -I � �- VB Viburnum lantana 'Mohican Mohican Viburnum #5 Ll ■4 ■; y III III-III- PM Pinus mu go 'Slowmound' Slowmound Mu go Pine 3 LEFT ON THE BOTTOM OF THE - - ROOTBALL. 2x ROOTBALL DIAMETER SET ROOTBALL ON NATIVE UNDISTURBED CP Prunus cistena Cistena Plum #5 ■' NOTES: 3x ROOTBALL DIAMETER SUBSOIL PO Ph socar us o ulifolius Diablo Ninebark 5 _ � �� CA cc 1. THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION; HOWEVER, THE CONTRACTOR IS RESPONSIBLE C* TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN STRAIGHT FOR A MINIMUM OF 1 ■� mime YEAR. ALL STAKING SHALL BE REMOVED AT THE END OF THE ONE YEAR WARRANTY PERIOD. Cc 2. IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS, THE CONTRACTOR IS TO NOTIFY THE CM � LANDSCAPE ARCHITECT BEFORE PROCEEDING. y a 3. LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO INSTALLATION OF PLANT MATERIAL. •i a) 4. WRAP RUBBER CINCH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE STANDARD OR FIGURE U) am EIGHT TYING METHOD. SECURE THE TIES TO THE STAKES WITH GALVANIZED NAILS TO PREVENT SLIPPAGE. CQ 5. WATER TREE TWICE WITHIN THE FIRST 24 HOURS. Sheet Notes: Topsoil Notes: ACHD Landscape Plan Notes: 6. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPE ARCHITECT O a 0� IMMEDIATELY. 1. CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO INITIATION OF ANY FINE GRADE TOPSOIL TO SMOOTH, EVEN SURFACE WITH LOOSE, UNIFORMLY FINE 1. TREES SHALL NOT BE PLANTED WITHIN THE 1 O'CLEAR ZONE % \ 0 200' 400' _ DEMOLITION OR CONSTRUCTION OPERATIONS. ANY DAMAGE TO EXISTING UTILITIES TEXTURE. REMOVE RIDGES AND FILL DEPRESSIONS,AS REQUIRED TO MEET FINISH OF ALL ACHD STORM DRAIN PIPE, STRUCTURES, OR Overall Plan ■ SHALL BE CONTRACTOR'S RESPONSIBILITY. GRADES. FINISH GRADE OF TOPSOIL SHALL BE 2" BELOW FINISH GRADE OF PAVEMENT FACILITIES. Coniferous Tree Planting 2. ALL PLANT MATERIAL SHALL BE INSTALLED AS PER DETAILS AND CONTRACT AREAS FOR SOD AND 1"FOR SEED. 12" DEPTH OF TOPSOIL PLACED IN LAWN AREAS AND i 1 SPECIFICATIONS. 18" DEPTH OF TOPSOIL IN SHRUB BED AREAS. HORIZONTAL SCALE: V=200' Scale:N.T.S. 3. CONTRACTOR SHALL COORDINATE PLANTING WITH IRRIGATION CONTRACTOR. 4. NO SUBSTITUTIONS WILL BE ALLOWED WITHOUT THE WRITTEN CONSENT OF THE EXISTING TOPSOIL IS PLACED AND ROUGH GRADED WITHIN 6"+/-TO FINISH GRADE ON LANDSCAPE ARCHITECT. SITE BY OTHERS. LANDSCAPE CONTRACTORS ARE REQUIRED TO VERIFY TOPSOIL 5. ALL NON-TURF PLANTERS SHALL RECEIVE 3"LAYER OF DECORATIVE BARK MULCH. VOLUME, DEPTHS,AND ROUGH GRADES. LANDSCAPE CONTRACTOR TO SHAPE BERM 6. IN THE EVENT OF A DISCREPANCY, NOTIFY THE LANDSCAPE ARCHITECT AREAS TO FORM SMOOTH EVEN GRADIENTS AND FINISH GRADE ALL AREAS. BEGINNING IMMEDIATELY. WORK OF THIS SECTION MEANS ACCEPTANCE OF EXISTING CONDITIONS. a; ea E z •i U A\ N PREVAILING WIND DIRECTION REMOVE DEAD/DAMAGED BRANCHES AND Landscape & Irrigation Notes Project Summary: PRUNE TO INTERNATIONAL SOCIETY OF PROJECT LOCATION: SITUATED IN THE NE 1/4 OF SECTION 23,TOWNSHIP 3 NORTH, RANGE 1 WEST, ROOT PROBE ARBORICULTURE STANDARDS; IMPROPERLY 1. CONTRACTOR SHALL REPORT TO LANDSCAPE ARCHITECT ALL CONDITIONS WHICH IMPAIR AND/OR PREVENT THE PROPER EXECUTION OF THIS WORK, PRIOR TO BEGINNING WORK. BOISE MERIDIAN,ADA COUNTY, IDAHO PRUNED TREES (AS DETERMINED BY THE LANDSCAPE ARCHITECT y LU 2. COORDINATE WORK SCHEDULE AND OBSERVATIONS WITH LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION START-UP. SOIL LINE ) SHALL BE REMOVED 3. NEW CONIFER AND DECIDUOUS TREE PLANTING, SEE DETAIL 1 AND 211.1. CONTRACTOR SHALL STAKE ALL TREES DEEMED TOTAL PROJECT AREA: 48.56-AC ± AND REPLACED. ZONING R 8 AREA: 17.66-AC± coNECESSARY, I.E..... FROM BEING BLOWN OVER, PLANTED WITH LOOSE ROOT BALL, ETC. CONTRACTOR'S OPTION. 4. NEW SHRUB PLANTING. SEE DETAIL 3/L1.1. ZONING R-4 AREA: 22.10-AC± m TREE WRAP TRUNK PROTECTION, REMOVE 5. ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN NURSERYMAN STANDARDS FOR TYPE AND SIZE SHOWN. PLANTS WILL ZONING TN-R AREA: 8.80-AC± AFTER INSTALLATION BE REJECTED IF NOT IN A SOUND AND HEALTHY CONDITION. CA I� 6. ALL PLANTING BEDS SHALL BE COVERED WITH A MINIMUM OF 3"OF SMALL (1"MINUS) BARK CHIPS. SUBMIT FOR APPROVAL. EXISTING ZONING: R-8, R-4,R-15 AND TN-R W RUBBER CINCH TIE 7. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR BEGINNING AT THE DATE OF ACCEPTANCE BY OWNER. UTILIZE SOIL/ROOT PROBE REPLACE ALL PLANT MATERIAL FOUND DEAD OR NOT IN A HEALTHY CONDITION IMMEDIATELY WITH THE SAME SIZE AND SPECIES PROPOSED ZONING: A PORTION OF R-15 TO TN-R AND A PORTION OF R-8 TO R-4 AND A PORTION R-4 ■ AROUND TRUNK (APPROX. 2% 2" CEDAR STAKE (LENGTH AS TO R-8 (CITY OF MERIDIAN) Zoning Requirements: r AT NO COST TO THE OWNER. 3-4" AWAY FROM TRUNK) REQUIRED)-DO NOT PENETRATE ROOTBALL. 8. FINISH GRADES TO BE SMOOTH AND EVEN GRADIENTS WITH POSITIVE DRAINAGE IN ACCORDANCE WITH SITE GRADING PLAN. W TO LOCATE HIGHEST ROOTS. SEE NOTE 1. SET STAKES PARALLEL TO 9. IN ALL PLANTER BED AND LAWN AREAS,THE TOP 6 INCHES OF TOPSOIL WILL BE AMENDED AT A RATIO OF 3 CUBIC YARDS OF TOTAL LOTS: 199 (INCLUDING 32 COMMON LOTS) DIMENSIONAL STANDARDS: R 8 ZONING DISTRICT R 4 ZONING DISTRICT TN-R ZONING DISTRICT R 15 ZONING DISTRICT Z HIGHEST ROOTS SHOULD BE PREVAILING WIND. MINIMUM PROPERTY SIZE/ 5,000-SF 8,000-SF 8 UNITS PER ACRE MINIMUM 2,400-SF a 6" ORGANIC MATTER PER 1000 SQUARE FEET. ROTO-TILL ORGANIC MATTER A MINIMUM OF 6 INCHES INTO TOPSOIL. POSITIONED AT OR SLIGHTLY TOTAL UNITS: 167 (MINIMUM) 10. FERTILIZE ALL TREES AND SHRUBS WITH 'AGRIFORM'PLANTING TABLETS. QUANTITY PER MANUFACTURER'S RECOMMENDATIONS. ABOVE GRADE LEVEL. 3" THICK BARK MULCH LAYER, KEEP BARK 11. ALL PLANTING BEDS SHALL HAVE A MINIMUM OF 18"OF TOPSOIL. LAWN AREAS SHALL HAVE A MINIMUM OF 12"TOPSOIL. DWELLING UNIT(IN SQUARE FEET) ■� MULCH 3" AWAY FROM TRUNK. SPREAD, COMPACT AND FINE GRADE TOPSOIL TO A SMOOTH AND UNIFORM GRADE 3"BELOW SURFACE OF WALKS AND CURBS IN FLOODPLAINS: THE PROPERTY DOES NOT LIE WITHIN AN ESTABLISHED FLOOD HAZARD AREA. MINIMUM STREET FRONTAGE 50-FT 60-FT N/A N/A PLANTING BED AREAS, 1 1/2"AT SOD LAWN AREAS,AND 1"AT SEED LAWN AREAS. BACKFILL WITH SOIL PLANTING MIX. SEE 12. REUSE EXISTING SURFACE TOPSOIL STOCKPILED ON THE SITE.VERIFY SUITABILITY OF SURFACE SOIL TO PRODUCE TOPSOIL TOTAL COMMON AREA: 5.78 AC REMOVE BURLAP, TWINE, AND SPECIFICATIONS FOR ADDITIONAL INFORMATION. MEETING REQUIREMENTS AND AMEND WHEN NECESSARY.TOPSOIL SHALL BE A LOOSE, FRIABLE, SANDY LOAM, CLEAN AND FREE STREET SETBACK TO GARAGE 20-FT(LOCAL) 20-FT(LOCAL) 20-FT(LOCAL) 20-FT(LOCAL) ■Oy _ Z Q WIRE BASKET FROM TOP 1/2 OF TOTAL QUALIFIED OPEN SPACE: 5.31 AC FINISH GRADE OF TOXIC MATERIALS, NOXIOUS WEEDS,WEED SEEDS, ROCKS, GRASS OR OTHER FOREIGN MATERIAL AND A PH OF 5.5 TO 7.0. IF STREET SETBACK TO LIVING AREA 15-FT(LOCAL) 15-FT(LOCAL) 10-FT(LOCAL) 10-FT(LOCAL) Q ROOTBALL, REMOVE ALL NAILS, 1 ON-SITE TOPSOIL DOES NOT MEET THESE MINIMUM STANDARDS, CONTRACTORS ARE RESPONSIBLE TO EITHER:A) PROVIDE M TIES, AND PLASTIC FROM - APPROVED IMPORTED TOPSOIL, OR B.) IMPROVE ON-SITE TOPSOIL WITH METHODS APPROVED BY LANDSCAPE ARCHITECT. ROOTBALL. IF SYNTHETIC BURLAP SUPPLEMENT WITH IMPORTED TOPSOIL WHEN QUANTITIES ARE INSUFFICIENT. CLEAN TOPSOIL OF ROOTS, PLANTS, SODS, SIDE SETBACK 5-FT 5-FT 5-FT 3-FT cc ■� IS UTILIZED TO WRAP THE III- = COMMERCIAL SLOW RELEASE FERTILIZER TABLETS REAR SETBACK 12-FT 15-FT 12-FT 12-FT STONES, CLAY LUMPS AND OTHER EXTRANEOUS MATERIALS HARMFUL TO PLANT GROWTH. _ -III- ROOTBALL, IT SHALL BE IF IMPORTED TOPSOIL FROM OFF-SITE SOURCES IS REQUIRED, PROVIDE NEW TOPSOIL THAT IS FERTILE, FRIABLE, NATURAL LOAM, Z -COMPLETELY REMOVED. ONLY Pro IIIIIIIIIIIIIII-III = Q, � SURFACE SOIL, REASONABLY FREE OF SUBSOIL, CLAY LUMPS, BRUSH,WEEDS AND OTHER LITTER,AND FREE OF ROOTS, STUMPS, ■ STREET LANDSCAPE BUFFER 20-FT 20-FT 20-FT 20-FT SET ROOTBALL ON NATIVE UNDISTURBED ectalculations.III IIIRoo BIODEGRADEABLE BURLAP SHALL IIIIII ' � '- -' ' ' I I- STONES LARGER THAN 2 INCHES IN ANY DIMENSION,AND OTHER EXTRANEOUS OR TOXIC MATTER HARMFUL TO PLANT GROWTH. � y V BE LEFT ON THE BOTTOM OF THE SUBSOIL A. OBTAIN TOPSOIL FROM LOCAL SOURCES OR FROM AREAS HAVING SIMILAR SOIL CHARACTERISTICS TO THAT FOUND 1. WIDTH OF STREET BUFFER: 20' MAXIMUM BUILDING HEIGHT 35-FT 35-FT 40-FT 40-FT H ROOTBALL. 2x ROOTBALL DIAMETER AT PROJECT SITE. OBTAIN TOPSOIL ONLY FROM NATURALLY,WELL-DRAINED SITES WHERE TOPSOIL OCCURS IN A DEPTHcc 3x ROOTBALL DIAMETER OF NOT LESS THAN 4 INCHES. 2. LINEAR FEET OF STREET FRONTAGE: 995 FEET(Linder Road) C, M Q NOTES: B. REPRESENTATIVE SAMPLES SHALL BE TESTED FOR ACIDITY, FERTILITY AND GENERAL TEXTURE BY A RECOGNIZED y 00 N ■, COMMERCIAL OR GOVERNMENT AGENCY AND COPIES OF THE TESTING AGENCY'S FINDINGS AND RECOMMENDATIONS ■� Z Z 1. THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION; HOWEVER, THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT 3. NUMBER OF STREET FRONTAGE TREES: 72 (Linder Road) i ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN STRAIGHT FOR A MINIMUM OF 1 YEAR. ALL STAKING SHALL BE SHALL BE FURNISHED TO THE ARCHITECTS REPRESENTATIVE BY THE CONTRACTOR. NO TOPSOIL SHALL BE DELIVERED IN Notes _ � a A FROZEN OR MUDDY CONDITION.ACIDITY/ALKALINITY RANGE- PH. 5.5 TO 7.6. 4. RESIDENTIAL SUBDIVISION TREES:202 TREES = H 0 REMOVED AT THE END OF THE ONE YEAR WARRANTY PERIOD. 13. IMMEDIATELY CLEAN UP ANY TOPSOIL OR OTHER DEBRIS ON THE SITE CREATED FROM LANDSCAPE OPERATIONS AND DISPOSE OF Cc Oil2. IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS, THE CONTRACTOR IS TO NOTIFY THE LANDSCAPE 1. THIS SUBDIVISION IS SUBJECT TO COMPLIANCE WITH IDAHO CODE SECTION 31-3805 CONCERNING IRRIGATION USE.ALL LOTS WILL BE PROVIDED PRESSURE ma Uj cc ARCHITECT BEFORE PROCEEDING. PROPERLY OFF SITE. 5. ACREAGE DEDICATED FOR COMMON OPEN SPACE:5.78 ACRES. IRRIGATION VIA THE EXISTING SYSTEM OPERATED BY THE SOUTHRIDGE OWNERS ASSOCIATION AND SUPPLIED BY THE NAMPA-MERIDIAN IRRIGATION DISTRICT. W W 14. ALL LANDSCAPED AREAS SHALL HAVE AN AUTOMATIC UNDERGROUND SPRINKLER SYSTEM WHICH INSURES COMPLETE Q y 3. LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO INSTALLATION OF PLANT COVERAGE AND PROPERLY ZONED FOR REQUIRED WATER USES. EACH HYDROZONE IS TO BE IRRIGATED WITH SEPARATE 6. NUMBER OF TREES PROVIDED ON COMMON LOTS: 155 PROVIDED 2. EASEMENTS: y z MATERIAL.4. WRAP RUBBER CINCH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE STANDARD OR FIGURE EIGHT TYING INDIVIDUAL STATIONS. 2.1. ALL LOTS ARE HEREBY DESIGNATED AS HAVING A PERMANENT PUBLIC UTILITIES, DRAINAGE AND IRRIGATION EASEMENT OVER THE TEN (10) FEET CONTIGUOUS Q METHOD. SECURE THE TIES TO THE STAKES WITH GALVANIZED NAILS TO PREVENT SLIPPAGE. 15. PLANTER BEDS AND LAWN AREAS ARE TO HAVE SEPARATE HYDRO-ZONES. 7. MITIGATION FOR REMOVAL OF EXISTING TREES: N/A TO AND PARALLEL WITH ROAD RIGHTS-OF-WAY. HOWEVER,THIS SHALL NOT PRECLUDE THE CONSTRUCTION OF PROPER HARD SURFACE DRIVEWAYS FOR 5. WATER TREE TWICE WITHIN THE FIRST 24 HOURS. 16. POP-UP SPRINKLER HEADS SHALL HAVE A MINIMUM RISER HEIGHT OF 4 INCHES AT LAWN AREAS AND 18"AT PLANTER BEDS. ACCESS TO EACH INDIVIDUAL LOT. T 6. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY. 17. PLANTER BEDS ARE TO HAVE DRIP IRRIGATION SYSTEMS OR POP-UP SPRAY SYSTEMS.ANNUALS, PERENNIALS GROUND COVERS 2.2. AN EIGHT(5) FOOT WIDE PERMANENT PUBLIC UTILITY, DRAINAGE AND IRRIGATION EASEMENT SHALL BE PROVIDED ADJACENT TO AND PARALLEL WITH ALL OR SHRUB MASSINGS SHALL HAVE A POP-UP SPRAY SYSTEM. INTERIOR REAR YARD LOT LINES. W 18. ELECTRONIC WATER DISTRIBUTION/TIMING CONTROLLERS ARE TO BE PROVIDED. MINIMUM CONTROLLER REQUIREMENTS ARE AS 2.3. AN EIGHT(10) FOOT WIDE PERMANENT PUBLIC UTILITY, DRAINAGE AND IRRIGATION EASEMENT SHALL BE PROVIDED ALONG ALL EXTERIOR BOUNDARIES OF THE Z FOLLOWS: SUBDIVISION, EXCEPT WHERE NOTED OTHERWISE. W DeClduOUS Tree Planting - PRECISE INDIVIDUAL STATION TIMING 2.4. LOT 14, BLOCK 2, LOTS 1, 10, 17, 24, 31, &42 BLOCK 3 IS PROPOSED TO PROVIDE A BLANKET SHARED DRIVEWAY EASEMENT. IN ADDITION,THESE LOTS WILL 2 - RUN TIME CAPABILITIES FOR EXTREMES IN PRECIPITATION RATES PROVIDE A BLANKET UTILITY EASEMENT. Scale:N.T.S. - AT LEAST ONE PROGRAM FOR EACH HYDROZONE 2.5. ANY SPECIAL EASEMENTS ARE SHOWN ON THE PRELIMINARY PLAT. Z - SUFFICIENT MULTIPLE CYCLES TO AVOID WATER RUN-OFF - POWER FAILURE BACKUP FOR ALL PROGRAMMED INDIVIDUAL VALVED WATERING 3. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN EFFECT AT THE TIME OF RE-SUBDIVISION. W STATIONS WILL BE DESIGNED AND INSTALLED TO PROVIDE WATER TO RESPECTIVE HYDRO-ZONES. LU 19. INDIVIDUAL VALVED WATERING STATIONS WILL BE DESIGNED AND INSTALLED TO PROVIDE WATER TO RESPECTIVE HYDRO-ZONES. 4. BUILDING SETBACKS SHALL CONFORM TO THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN AT THE TIME OF ISSUANCE OF A BUILDING PERMIT. Q 20. THE IRRIGATION SYSTEM SHALL BE DESIGNED TO PROVIDE 100%COVERAGE WITH HEAD TO HEAD SPACING OR TRIANGULAR V SPACING AS APPROPRIATE. 5. ALL RESIDENTIAL LOTS WITHIN THIS SUBDIVISION WILL BE PROVIDED WITH DOMESTIC WATER SERVICE FROM THE CITY OF MERIDIAN. O 21. SPRINKLER HEADS SHALL BE ADJUSTED TO REDUCE OVERSPRAY ONTO IMPERVIOUS SURFACES SUCH AS SIDEWALKS, J DRIVEWAYS,AND PARKING AREA. 6. ALL RESIDENTIAL LOTS WITHIN THIS SUBDIVISION WILL BE PROVIDED WITH SANITARY SEWER SERVICE BY THE CITY OF MERIDIAN. 22. PROVIDE MINIMUM (1) QUICK COUPLER VALVE PER EACH (6)AUTOMATIC VALVE ZONES. APPROVE Q.C.V. LOCATIONS WITH LANDSCAPE ARCHITECT. 7. ALL RESIDENTIAL LOTS WITHIN THIS SUBDIVISION WILL BE PROVIDED WITH PRESSURIZED IRRIGATION SERVICE WHICH WILL BE OWNED AND OPERATED BY THE SETTLER'S IRRIGATION DISTRICT. 8. ALL INTERNAL SUBDIVISION STREETS ARE TO BE PUBLIC AND WILL BE DEDICATED TO THE ADA COUNTY HIGHWAY DISTRICT. STREET CONSTRUCTION WILL BE IN ► jwn ACCORDANCE WITH THE ADA COUNTY HIGHWAY DISTRICT STANDARDS AND REQUIREMENTS OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION. 9. LOTS IDENTIFIED TO BE COMMON AREAS SHALL BE OWNED AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. THE LAND GROUP INCORPORATED 62 East Shore te BARK MULCH WATER RETENSION Developer & Property Owner: Phe 208. Eagle, Foxe 2086939'��45 Eagle, Idaho 83616 LAYER 3"-depth. BASIN COREY BARTON HOMES, INC. www.thelandgroupinc.com =I I�1I 1 II I' I I�II IT,, 1977 E. OVERLAND ROAD \���i i " y�ZEP°I I- M L MERIDIAN, ID. 83642 COMMERCIAL _ _ PLANTING IX. SEE ERTIILZER I I I I TABLETS DF•��0I���ti ��//i -III-�� 4" MIN. -III-III- SPECIFICATIONS FOR III III- I- - III - 1- ADDITIONAL Engineer, Landscape Architect, Planner: -_ - I I I III III III INFORMATION. III��Illlillllllllllllllllli III;,III- � - � � - - - - - - THE LAND GROUP, INC. LA-202 � \ 11-14-14 4 CONTACT: TAMARA THOMPSON (PLANNER) � L4NDSCAY� CONTACT: JASON DENSMER, PE (ENGINEER) /// 01110\`� 3 Shrub Planting CONTACT: SIMON DAWS, RLA (LANDSCAPE ARCHITECT) Project No.: 144042 Scale:N.T.S. CONTACT: JIM WASHBURN, PLS (LAND SURVEYOR) Date of Issuance: 11-14-14 462 E. SHORE DR., SUITE 100 Designed by: TLG EAGLE, ID 83616 Checked by: TLG PH: 208.939.4041 Sheet No.: Ll ol + EXISTING PHASE 1 IMPROVEMENTS 01 + O EF - c • + O • o o Al 0 ° H y 0 4 H _ € 3 e _ + _ PI _ R o C l�mbe� + — BLOCK 1 EXISTING L I 1 — — + LANDSCAPING _ o 3-NS 6-s� • EXISTING- ° EXISTING PHASE 1 IMPROVEMENTS \\ ♦� ti LANDSCAPINGIIIIIIIIIIHME EW pp WE I I P I I + I + I - - - - - - --I I PHASE 2 I - - � I - - - - - � I � - - ssc - � +< ' L - I III III I III 3-R 3-NS ._ ' - -- - - - _- 1 �,�/ -- -- 3-SC III III III III + + cc LO — — — — — — — � J � J I I � - - - - - - - - - -� -- -- --- I I I I I I I I I 1 1 . + + 9- F - - - - - - I I I I I I I I � -- -- -- I I L - - - - - - - - - -I I I III III III III I + - - - - - - - - -- , I I 2-Ns 3-SC I I I I I I c +a 1 II III III III III I + 10'GRAVEL ,-AC ' SHOULDER I I I I I I I I I , , ICI I , + I I I 4- T L - - - - - - - - - � ' I III III I III I * + L - - - - - - - - - J I -- -- -- -- I I - - - - - - J I L - - - - - - J I L - - - - - - -1 I L - - - - - - J I L — — — — — — - -- -- -- -- - - - - - - - - - I I 7-AC ' r - - - - - - - - - � 1 1 I L _ - - - - - J + cc = - - _- - -- -- I �- - - - - - - - -- -- - -- - - -- -- -- -- '� I � - - � + +�* + a M N - - - - - - - - - I o I +++$ .+ LU LU I I Q Q I tI' I � R� ; cc 7 yCL� L - - - - - J9-AC 0 3-Ns 0a cc QSHRUB _- -- o ' I I I PLANTER + I I r ♦�� - - - - - J I I I I - - - - - - - - - -I C - - - - - - - F- — — — — — — - - - - - - � r -I - - - - - - - - - - -� I Will, I I I I I I � C III III III III II1lie - - - 1 1 III III III III + o Q ■, I I I - �- - - � � I I I I I I ' p ' I III ICI I ' I III III I + y � I I I I I ■ � ' � ; L _ I ; I I I � I III III III I I III I M �..r I ■ - - _ _ BLOCK 2 1 1 I Q I ( I ■ I y I I I I 3-SS C4 cc J_ _ 3-SS III III III III 6-SC I + I I L- - - - - J- I I ■ I - - _ _ _ _ T J i ( I 1 I 1 III 11 ( I + y _ o I I I I I III I I * Q ■ I ' - - J ' L - - - - - - J ' L - - ' L - - - - - J L - - - - - - � I - - - - - J = CA�_ III O -- -- I-- -_ __�-- -- -I_ -- -_---- -- -_ -_ -- + I ' ■ I I I IiI III I F- - - - � i r- - - - - - - � - - - - - - � - - - - F- - - -- - - - - - - -- + Q ■ ■ I I I I I 1 I I I I I * y a 3-SS � I I I■ I I I III III ' ' 1 III III III III I * Q I 2-OR 4-RC I I i I I III III � ' + � 5-Sc III III III III I 1-QR I I \ 1 1 I I I I I III III I , I III L I ' o I III III III III ° - - - _ � I L j ( I III L III III III I I - - - - J - - - - - - -I L - - - - - - J L - - - - - - J L - - - - - - L L + __ I I 5-QR I I I I 1 ojrI * o 2-NS 5- T 10' GRAVEL = •� I SHOULDER E 6-R SHRUB C — — — — \ � _ — ----STREET rj PLANTER BED t9 + + 3-NS I - - - - L - - - - *+* o \ \ a I +* o ' I ■ I I I � + 1 \ L - - - - - - - - - - � I I 6-RC - - _ _ I • _) 9-FP + + LU \ — — — — — — — — — — \ ■ I I I 3NS 5-RC + + ' I - - - - - - - 6SC - - - - - - — \ I \ 3-NS — — i - - - - - - - i ++ Cal**++ ' I I �—L--— -- -- =J ' ., T � - - - - - - - - � I I I I I I 6-IFP I o+ y I I I I I I I + + 3-NS W I I I I I I I I I I I I I I I I ■ I I i I 1 I I I I I I I I I ' I i r I 1 - - - _ _ _ _ _ _ _ _ I I I I I L - - - - - - I ' -- -- -- -- - J I -- -- -- I L - - - - - - - - LU -- -- -- -- I I ' - - - - - - - - - — -- -- -- ' I _ - - - - - - - - - - - � I - - - - - - � -- -- -- ---� * o c - - - - - - - - - - - - I - - - - - - - - � I I - - - - - - - - - --�-- - - -- I r - - - - - - - - - +* - - - - - - Z 1 ■ I ' -- I I I I I I \ I \ i I 5-SC + I ��- - - - - - - - - - - -- I I -- -- -- I Cz � - - - - - - - - - - - - - - - - I '* 1= I I + _ II I i I I I LU 1 + Q o LU I . o = = 1 o Z I I ■ I IL— - J I 1 I I I I I I I 1 9 � y Q -- -- -- -- � - I I y L - - - - - - - - - J I II - - - - - - - - - - - - � - - - - - - - - J � - - - - - - - -- -- -- - 1 F - � I--- -- -- - i I I -- -- -- -- - - - - - + � ., F- - - - - - - - - - - - - - - � � � . I - - - - - - - - r- - - - - - � _ I ■ 1 1 III III \`� I 1 j ' I I + a y Z 7 FA Q Z o Q 3 0 CA Q C� J I + cc a SHRUB 10'GRAVEL Ci■� Q ■+ , 1 I I III 11 I I 1 M 1 I I I PLANTER BED SHOULDER y � CMQ \ - - - \ ' - - - - - - - - - - *; = Z Z J •—+ _ Q ,- - - - - - - - - + i O Cc p y + LU III \�/� = + + 3-SS J\ I L � � � � � I L - - - - - - -1-RC �__i� o r 1) ■ `` `� / // I I I 3-SS I W — ■ ` / / I I I a0 � M ■ NLU 0 LU / I + Z y ■ CIO `�/ // I I I + I LU 6-SC I _ + Q ■ Y� r - - - - - - - - - + + + o ■ v�j I I + + J b + ++ + Cn \ o _ L - __ - -_ - - _ --� ++ THE LAND GROUP \ I I + INCORPORATED • + 462 East Shore Drive, Suite 100 \ Eagle, Idaho 83616 Ph. 208.939.4041 Fax. 208.939.4445 www.thelandgroupinc.com SHRUB + PLANTER BED 10-GRAVEL L — — — — — — — — — + SHOULDER �\�EIOF \ • I r- - - - - - - - - - -- �� �yZPD.N� 4-RC * r""_ \ + LA-202 10-02-14 4 1 + Landscape Plan Phase 2 & 6 1 40 80 \ ' 2 NS 011100 I + + L — — — — — — — — — � Project No.: 144042 N t0 + Date of Issuance: 11-14-14 HORIZONTAL SCALE: 1" = 40' \ \ W ■ W Designed by: TLG a ■ a Checked by: TLG \ _ ■ _ 0z Sheet No.: Ll I 7-TC 3 / / c o r o \ / o E a o h 0 7-7C � , x 10 \\ l r r l \ i `p i,�►� 11 A + / 1-NS OG \\\ \ Q M / \\ EXISTING **AJ v �I LANDSCAPING + / v Q + cc C43 CD CIO CL y oa CID . / � , ) / , 3-SC Lrj CO) 3-NS / BLOCK 6 3- lie \ / + in cc mime coo CV) mml cc cr) C%F 04 - - I 9-SS co) a 0 CL) 21% 8-RC y am 0 Cc Cc < I O a . + / III II II I I I II II II ' _ - - - - - - - � COD / I `� � �'� •��i , / I I III I I I _ _ _ J ►_ I / O- 3-NS i _ _ J \ � \ / 1-Ns ICI I I Imo _ - a � � \\\ � III _ _ � ► I \\ \ /j _ _ J I - _- - i L - - - - - - - - - M N LU 6-GT I y CIO - - - - - 0 6-GT 1-LT 3-AC I .� a L — — — — — — — — — —A CD + -- \\ > F- - - - - - - - - gym _ _ _ - I 1-LT / \ , , - - I I I , I I -- --- W 2-FA '� I I I I II , II II I I I I - - - coo Cn I O CO) L - - - - - - - J W -- • \ \ . a ► I I I I I I I I I _ � - - ' r - - - - - - - - - BLOCK? . ♦� a I ' I _ _ - - - _-� _ - - CIOA** r L - W O 3-Ns IN Q� � 3 \ � �/�� � I � - __ - _ _ _ _ - - � I I III III 1 ■L _■ � O r - - - - - - - - ■ ■� CD � \ \� � \ r - III I I ► I I I III ► I � � L _ - ■ _ Z Q III 1 1 I I I I I y p \ \ \ I 7-Sc I I I I I III I I I _ I---�-- _ .� CV)I III I ► I I I I L _ _ _ - - I I - - ■ cc ., \ � �1 I I I I III I I I _ _ J I I I I • � \ 9 I I I III 1 1 I I _ _ _ � I L - I I I I ■ a � _ � \ o III I I I I I ca z COz O \ I\\ __ _ � I L - ' - __ r I 2-OR i I■ I � O I � Q _ _ _ _ Co__ - _ - - - - CP L Cm \ 3-LT n _-- - i O a � — � p 1 _ J � W + - 6-OR 1 _ _ RC 6- - - - - - - - W 7177O CAI I I - - - W 3-NS � 8-OR I _ � I ' j I I I ' � I I I _ - I 3-Ns Cm PHASE 3 ■ _ 6-RC 1MMMMMMMMMMM ■ ■ ■ ■ ■ - - - - I II III ■ III �W rZ I _ _ - - _ - _ 3-SC PHASE 4 ; I W - - - - - - - - - - - _ F 3-Sc I ■ 1 I I 1 ~- - - - - - - - - - H I - - - - - - - ■ I I I R: ' I I r— - - - - - - I — r- - - - - � I _ _ LU L - 1 1fl -- -- --� I cc L- p 1 _ - - - - - - - - - - - - - - - � I D° I - - - - - - - - - - -- I I 31 W I I I ■ Cm-- -- -- -- -- Q ° L_ - _ _ _ _ _ J - - - - - - - - - - - - - - - - - � ° I -- -- -- -- -- �I I -- -- -- -- i I ° I - - - - - - - - - - - - � ■ I I ( ._ I Q I I ' - - - - - - - - - - - - - I I � _- - - - - - - - - � I �-- -- ply I r— 11 I ■ j _ _ I - - - - - l i / l I I ■ , I — L- -- -- J 0 Ili III 1 ■ I THE LAND GROUP IN W W Eagle, 462 East Shore Idaho 83616v to 100 / / r y y Ph. 208.939.4041 Fax. 208.939.4445 I ■ www.thelandgroupinc.com W ■ W I I i � I _ _ _ _ _ _ - - \����P�EOF/Ogtioi/�� CO) y III / Q Q IiI BLOCK 3 0 40' 80' ■ 1 - - - �� L o 0 202 4t�� Landscape Plan Phase 3 L - - - - /j2-14 L�NDSCAY� J 011110 HORIZONTAL SCALE: 1" = 40' \ \ i / Project No.: 144042 \` Date of Issuance: 11-14-14 Canal Rldenbaugh Designed by: TLG Checked by: TLG ■ ■ / Sheet No.: L1m3 3 o - \ I I TREET _ : y 1 1 - � 8-OR . PHASE 3 L - - - - - - - - - - - - - - - - - � I I ■ _ _ _ - - I ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ f�■-■ ■-■f■-*�&■�-■ E ■ ■ o ■ — 3NS 3-SC F - - - - - - - - - - - - - - - - - - -� F o PHASE � ° _ _ _ I � I D° F 3-SC ■ I I I I I I I I I + I I I II I i I � I I ■ I I I L - - - - - - - - - - - - - - - - - I I I -- -- -- --- -- -- -- -- -- -- Q I I L- - - - - - - - - - - - - F-co- - - - - - - - - - - - - - - - -7 -- -- -- -- -- = v / -� I - - - - - - - - - - cc CIOC. L - - - _- - -- ■y cc - - - - - - - - - - - - ■— 0 r—L - — __ - - _- - __ — -- J L — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — / n 7 v 1_ __ __ __ __ __ In cc COD M J }, / Cc CV)Uj N y W CO) 5 COD -LT / / COD /i 2-LT < / I 0as I / 1 \ U • t9� \\ I I >// ■ o \ I , I P ■ 2 i 4 ■ m \\ IR: I I I I '� ■ �\ w Ift I ' I / ■ W V Cl LU III W I I // �� • O cop) L — — — — — — — — -I 77 - iMMMM O � O = z ccoc :U) ; CV) — C 7 _ _ _ J / CDz CLyo � cr) N cz — / J _-+ p o W W COD o2-RC / \� 1-OR 1-OR / / z LU IMMMM / 1-GT / Z / EXISTING NATIVE / — W / TREES (WILLOW, 2-RC / H BLACK LOCUST etc., / Q / TO BE RETAINED V / 0 / 1-GT �J/� i / 2-RC THE LAND GROUP INCORPORATED 462 East Shore Drive, Suite 100 Eagle, Ph. 208.939.4041 Fax. 208.208.939.4445 www.thelandgroupinc.com OF D. Landscape Plan Phase 4 40� LA-202 j 10-02-14 HORIZONTAL SCALE: 1° = 40' /�/i//�NDSCAY� \\� /,IIIII\�/ Project No.: 144042 1 / Date of Issuance: 11-14-14 Designed by: TLG \ Checked by: TLG Sheet No.: LIA 3 o t Not-A-Part o _ L ' I iBLOCK 12 ICI I I III I I I II lil lil lil III I c z cc � I III ill III ICI I � DII lil lii lil ill I it I I I I lei lil I L - - - - JIL - - - - AIL _ _ - _ 2-L L — + �O 4-AF cc 5-AF + y -- -- __ + Cc CL Not-A-Part = — - ,- _ _ _ /\ ■y � 0,006 y / / .\ ■, I I Not-A-Part ,A' I I � •Y � • EXISTING 6- T — — — J — — — J / / fte, LANDSCAPING CD N Cc V r� - -�- - - - _ - 6-FP + niber y a — � i \ S 3-AF Cc Cc Jl / l 2-AF L_ — � - ----r� � / / �� 7TC + �Qv � F - - - - -7 � -jCL I / 8-FA L i 11 A �� // \ \\ \\\✓ / \ � \ � / / o / 40 `O / LU LU LU Cz to / / O CA \� •maS2 CO) CL y // \ \ \ �` // \ \\\✓ n\ / CO) O C.) 0 CD CA Cm CM LU LU > > z COD LL \ / / de LU LU ♦♦ /j \ 4-LT W 1-LT \ / \ // / \ �' O 1 Ile, e 1-LT 00) C� /< THE LAND GROUP INCORPORATED 462 East Shore Drive, Suite 100 Eagle, Idaho 83616 Ph. 208.939.4041 Fax. 208.939.4445 www.thelandgroupinc.com OF D. ♦ Q� �` \ /// / \ ♦♦ \ \��� i ���, LA-202 � 10-02-14 4� ♦♦ \\ �' /�//441VDSCA, ♦♦ < // IIII\\\\ ♦♦' �, Landscape Plan Phase 5 40 $1 Project No.: 144042 \ \ Date of Issuance: 11-14-14 HORIZONTAL SCALE: 1" = 40' Designed by: TLG Checked by: TLG \ Sheet No.: L1m5