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r #- W■NA:=pSOR CREEK A PLANNED UNIT DEVELOPMENT T. 3 N. R. 3 W. B. M. QiCALDWELL, , , , CANYON COUNTY, 1DAHO Q °< 20nz C T C) - DRIVE WAY EASEMENT LEXINGTON PHASE 3 PRELIMINARY PLAT SEE PROPOSED E ERGENCY m - LANDSCAPEEASEMENT ROAD SECTION WESTON POINTE No. 1 ACCESS NOT PART 8,650 32 f. / 1 i NOT A PART W 1/16 Corner EXISTING APPROACH / � Section 12/1 924 cf. BOOK 32, PAGE 8 J LANDSCAPE UPPER HOMEDALE ROAD COMMON AREA - EXISTING APPROACH / --��� COMMON AREA C - NS 1/4 N8 31 E 9'26' 1 g �y2To1"E ♦ 1323.3� ® A1Q„� TONRN2R SECTION N89'25'S5"E 2 1' N89'27'01"E 1,323.37' -- - - - -- --" -- -- -- -- -- - -- -- -- -- -- -- -Ir - -' 95.99� _ _ 1323.55' 12 7 T- l / p 2,776 J. 1323.79' 11 12 1 i _ LANDSCAPE BUFFER ROV DE SEVER ER14CE PROVIDE' R �ZR I i f OY PROVIDE GAS SERVICE'C, 1 -J Eglir W Ie C3 0 - - --t- O 1J' ---- -- r' �2 z z 3 i NOT A PART 1 RELOCATE APPROACH ~ tl 1 28' INGRS$/ 0) I O I N{ EGRESS ID Q 1 EASEMENT 27,783 cf. 1 t 36 37 39 � (J INST. 9843777 [`N3 I O 1 25,485 at 6.960 a.f. 6,891 s.f. 6,892 s./. 6,692 sf _ # / O - COMMON AREA -- i STORM Mp1� N O 36,150 aq. ft. NOT A PART )`. Q 6.;,� 570RM REifT4ifN' COMMON AREA 3 f o DAYSIDE AVE. -N89'27'01"E 262.40' COMMON AREA i T � o� PROVIDE PI SERVICE wm� I 12 - s.65 a.r. - - - WINGED OWE-ST- 10 . a ; 6,654 s.f. 1 35 J W 1 - I 6,104 s.f. 5 4 3 z y 6,820 s.f. 6,820 s.f. 6,820 cf. 11 13 J 6,820 cf. � 2 5 W 56 2 1 6,050 at I 34 5.740 s.f. 5.720 cf. > 5.720 cf. 5.720 cf. Q j 5,911 s.f. .1 W ( 12 14 _ _ _ 8 0 55 a 6.050 s.f. 33 6,820 a.f. TR CIA AVE. 6,41" s.f, 5.720 s.f. 6,820 s. 1. 6,820 s.f. 5,907 s.f. z ASE 2 Q 13 1 7 6,050 s.f. 6.820 s.f. Q1 6,9 5,940 s.f. 5,720 s.f. 5,720 cf. ( 32 95 s.f. 21 22 23 24 14 5 720 s f 5 720 s f 6 820 5 f 6 820 s f III 2 3 4 I 6 7 8 19 10 11 8,355 s.f. 5.330 cf. 5,330 cf. ,I 5,330 cf. III 5.330 s.f. 5.330 cf. 5,3�0 cf. HA,-E 5,3W af. 5,3W cf. 23 22 21 20 19 18 17 16 15 14 6,355 &f. 5.330 cf. 5.330 s.f.' 15,330 cf. 5,330 s.f. 5,330 cf. 5,330 s.f. 5,330 af. 5.330 s.f. 5.330 cf. z L° I , 3 w > - w _> 6.439 cf. _ - O 11,223 of ., LL COMMON AREA STORM RETENTION 26,206 s. 6 53 5 > 6,820 s. f. 31 14 16 COMMON AREA 6,820 s.f. 5.720 af. 5,720 of, - - - - 18,6so s.f. 6.820 s.f. STORM RETENTION Q 6sa3 9.f. HEARTWOOD ST. <i I I 52 of 5 6 of 6,050 s.f. 17 5,720 s.f. II 6,820 a.f. ml 5.8411'af. 6,820 s.f. 1 18 17 16 15 13 12 11 10 Q 5,720 cf. 5.720 s.f. 6.820 cf. 6,820 s.r 7,471 s.f. 5.720 s.f. 5.720 s.f. 5,714 s.f. F 51 I 5,720 s.f.f. 7 6,05o af. I 29 I N II 6,820 s.f. 1 5,950 s.f. 1 h 6,820 af. - 1 50 ' 1 > 5.720 s.f. 6,820 s.f. 28 ALEXA ST. 8 6,oss cf. > 5,720 s.f. 1 19 6,820 s.f. 49 1 z7 5.720 s.f. 78 22 23 24 45 46 5,720 s.f. 6,050 s.f. 1 I 7,364 s.f. 6,862 cf. 5.720 s.f. 5,720 s.f. 1 5,720 s.f. 6.820 af. 1 19 > PHASE 4 26 10 ( 6,s.r. I Q 6,820 s.f 6,228 s.t. 1 U' 20 1 210,723 s.f. 25 t1 B4O50 9.f. 6,239 s.f. 32 31 30 28 27 42 41 40 39 38 I 5,720 s.f, I OMMON AREA 6,8211 s.f. 5,720 s.f. 6,1120 s.f. cf, 5,720 s.f. 5,720 cf. I 5,720 cf. 6,820 s.f. 5,720 s.f. 5.720 af. 6,820 s.f. m 12 21 2 47 s.f. USABLE 24 Li 5,720 af. I 6,820 s. f. 7.455 af. 1 az ALCIA 13 ST. I 5,721 af. 3 4 5 6 7 8 9 6.325 s.f. 6.325 cf. 7,130 s.f. 6.325 s.f. 6.325 s.f. 7,130 s.f. 6.214 s.f. LANDSCAPE BUFFER 50 - 1.865 cf. ( COMMON AREA y 1,004 cf. 1 D COMMON AREA LEGEND ELLISE ST. NOT A PART < 1,865 cf. Q 1 COMMON AREA CD C9 0 O 1 15.443 s.f. LANDSCAPE BUFFER OPEN SPACE \ BUFFERS _ WHISPERING BIRCH ST. 3 z 3 4 5 6 7 4 Wl INTERIOR LOTS WITH LESS THEN 6,000 sf 1 6,355 s.f. 5,330 cf. 5,330 s.f. 6,355 s.f. 5,330 cf. 5,330 s.f. 1 6,370 s.f. O QI LJI CORNER LOTS WITH LESS THEN 7,500 sf 70 11 12 13 14 15 W, 6,355 s.f. 5,330 af. 5,330 s.f. 6,355 S. 5.330 s.f. 5,330 cf. 6 wl 6,370 s.f. U INTERIOR LOTS WITH MORE THEN 7,500 sf 7,42o s.f. 14 - -_--. 7 1 I 2 3 4 5 7 8 9 10 6,479 s.f. - - - - _ 6,370 s.f. 5.720 at 6.e20 9.f. 5,720 s.f, 6,e20 a-f, s.6zo af. s72o at. 6,azo s.f. s,72o af. �- SHALLOW ROOT ST 36 6,8230 s.f. I BLANKET ACCESS EASEMENT FOR ADJACENT LAND PARCEL PATH WAYS 6,820 s.f..14 1 I 1 135 1 2 3 4 5 6 7 8 9 11 12 13 14 15 16 17 1 1 COMMON AREA 6,578 s.f. 5,330 s.f. 5,330 s.f. 5,330 s.t. 5.330 s.f. 5,330 s.f. 5.330 cf. 5.330 cf. 5,330 s.f. 6,355 s.f. 5,330 cf. 5.330 s.f. 6,355 s.f. 5,330 cf. 5,330 &f.9 1 t 37 20 19 18 17 16 15 14 13%STORM RETENTION 1 11MON AREA 5,7ZD af. 6,820 s.f. 5.720 cf. 6,820 s.f. 6,820 s.f. 5,720 cf. 6.820 s.f. 5,720 aE COMMON ARE 6,370 s.f. COMMON AREA 34 I 17 - - - o 6,820 s.,821 s.f aar. STORM RETENTION f. 6n u: 6,820 s.0 1 1 6,370 9.f.38 C 1 6,046 s.f. 33 18 I I 1 1 14 31 30 29 28 27 26 25 24 23 22 21 20 M �. 1 - - - - - - 5,720 cf. 5,720 cf. � 1 19,7914 c 5,506 a_f_ 6,355 s.f. 5,330 s.f. 5,330 cf. 6,355 s.f. 5,330 s.f. 6, 355 s.f. 5,330 a.f. 5,330 af. 6,355 s. J. 5.330 cf. 5.330 af. I N 16 3 5,330 af. 5,330 cf. 15 4 5,330 s.f. 5,33gg0 s.f. 14 5,330 5.330 s.f. s.f. 8 8 2 3 4 5 6 7 15.780 of. 5,330 cf. 5,330 s.f, 6,355 s.f. 5,330 s.f. 5,330 s.f. 6,355 s. J. 9 14 13 12 11 10 9 5,330 cf. 5,330 s.f. 6,355 s.f. 5.330 s.f. 5,330 cf. 6.355 s.f. COMMON AREA STORM RETFNn HAYES ST. 33 COMMON AREA { N w 1 1 STORM RETENTION �. 6,050 s.f. I 6,620 cf. 32 19 -=' --_ 3 NOT A PART - f PHASE 1 6,Bzo a.r. s,ezo a.r. I I � .;•:... U 132 1 - sy.. W 1 I C 6,050 s.f. I POCK GARDEN ST. - '� 15 „ -- -_ 01 6,820 78a,465 ai. Q1 31 20 u ' 32 -- -- - - J 6 Ij cf. - COMMON AREA 5,720 s.f. 5,720 s.i. I 6,020 cf. 572t STORM RETENTION 5.720 s.f, i 131 f _ - ._- 73 O 6,820 .... 6,370 1 O s.f.' 2 1 7 s.t. 15,443 a.f. O 41 30 5,720 e.f. 21 5,720 s.f. 33 5,873 cf. lyj 5 480 a/ LANDSCAPE BUFFER 1 Z I 7,843 aE I 12 5,852 s.f. // 3 5,720 cf. � 130 1 12 3 > Q 1 2,678 s.f. 42 , \I� 6,050 s.f. 5.330 cf. 5.330 a. 1. 3 - COMMON AREA 35,962 s.f. �a 3,07? s. f. 29 22 I 34 5.480 s.f. COMMON AREA . si7 �/ COMMON AREA 4 6,820 cf. 6,820 af. 6,996 s.1. wl � 0] 1 1 107,373 1 8 1 5,720 cr. 1COMMONQ > 11 5 330 f 4 5 33 r 1 cf. I COMMAREA STORM RETENTION MEREO TH STREET - _ _ 6,050 9.f. e.. 0 a.. 4 879 s.f. - -- --:� 28 23 < > 5.460 cf. COMMON AREA I 5 5,720 cf. 5.720 s.f. 35 U Q SWEETWOOD S 6.985 s.f. - j i i 8,364 cf. COMMON AREA \\ 6.879 a.L 27 24 6,839 s.f. 6,355 s.f. 6.365 s.f. 5 LLJ PHASE COMMON AREA Izz f 5,720 cf. 5,720 s.f. I 36 7,476 9.f. > \ 1 6,921 cf. Q I 21 10 9 8 7 5,441 cf. 5,369 cf. W 6 5 4 3 6,820 9.f. 6,820 s.f. 6,820 s.f. 6,820 cf. Y s,72a s.r. s,7zo s.f. 5.720 9.f. sazo cf. NOT A PART Q 7 37 -1 9,481 s_f. ,I 6,786 s.f. 7 8 9 10 11 12. 1 5,330 af. 6.355 s.f. 6.355 cf. 6.355 s.f 5,3W at 5.330 a.f _ - `` 3 3' e - 1 ii_ 1 6,372 cf. I LANDSCAPE BUFFER T �.` ir�� - - PATCHIN ST. ! _ 1 � 5.765 POLISHED OAK ST, 6,370 af. 1 112 113 114 11s itb 117 118 119 120 121 I) 122 123 124 125 t j s,83o a.f - CELESTE AVENUE _ 6,90a sf. 6,820 s.f. 6,820 s.f. 6,820 s.f. 6,820 s.t 6,820 cf. 7,398 s.f. 6.820 cf. 6.820 s.f. 5,720 cf. 6.820 s.f. 6.820 s.f. 5,720 e.f. 6,820 s.f. 1y � --SHALL BE POSTED 1 5 I - a 6,370 9.f. t I ®25 M.P.H. 4F I 1 j 6,5670 s.f. 1 2 3 4 5 6 7 9 10 11 12 110 6,355 s.f. 5,330 s.f. 6,355 s.f. 5.330 af. 5.330 s.f. 6,155 s. f. 6,355 s.f. 5.330 cf. 5,330 cf. 6,355 cf. 6.820 cf. fi,820 9.f. = m - '1 �'�' 1 6 9 awe 6.370 s.f. 41 1 10 1 109 85 84 83 82 81 79 78 77 76 75 22,549 5J. '; 5.636,3706 cf. 7 s.f. 6,050 s.f. 5,720 cf. 5,720 cf. 6,820 s.f. 6.820 s. f. 5,720 &f. 6.820 s.f. 6.820 J. 5,720 cf. 6,820 s.f. 6.820 s.r. 5,720 s.f. COMMON AREA ` STORM RETENTION f 42 24 23 22 21 20 19 IB 17 18 15 1 5.551 s.i. 108 89 i 5,330 cf. 5.330 af. 5,330 s.f. 5,330 cf. 5.330 e.f. 6,355 s.f. 6,355 sJ, 5,330 s.f. 5.330 cf. 6,355 cf. '. 11 5,720 s.f. 5,720 eA I ` d 6,820 al -. rl l 623 s f 43 - 6,094 s.f. �\ S - - - - - � 14 1 ' M,ARNA ST. 9.7fB45af 2 a 9rNusnBLL KINDLIST. I N n CN 12 I 6,82079.f. 6,820 s.f. 1 AREA NG WOOD --- - 6,656 s.f. CCOVON n LO I/ 73 I• 1 2 4 5 6 7 8 9 6,050 s. f.44 � 1 p 13 106 I 91 7,650 s.f. 6,820 s.f. 6,820 cf. 6.820 s.f. 5,720 cf. 6,820 s.f. 6,820 s.f. 6,820 cf. 6,159 s.f. 1 6,820 s.f. 6,820 s.t. ,Lj 21 20 19 18 17 15 14 13 12 7,607 s.f. a 8,050 s.f. ' 72 �- 6,355 s.f. 6.355 s.f. 6,355 s.f. 5.330 s.f. 6,355 cf. 5,330 s.f. 6,355 af. 5,330 9.f. 5,330 s.i. N 6,050 s.f. L 45 z 47 _ - �' 5,557 s.f. 14 I 105 92 6,820 s. f. r / c 6,820 s.f. 5.720 at. 5,720 at. �� I34 1 71 46 9,717 af. COMMON 104 46 18 17 16 15 14 13 12 6,820 s.f. 5.557 cf. 29 31 32 33 COMMON AREA 93 >- 5,72o cf. 72 E 5,720 cf. 6.644 s.f. 6,820 s.f. 5,720 cf. 6,820 s.f. 5.720 cf. 5,720 s.f. 5.720 af. �, 24 25 26 27 28 6.355 af. 6,355 cf. 6.355 s.f. 5.330 cf. 6,474 J. W ' 1 5,330 s.f. 5,330 af. 6,355 s.f. 5.330 cf. 6.355 cf. •i�' .a.�- !�'a'_ TM: _.�-�� �' 6,820 s.t 45 20 6.050 s.E 6.691 s.f. 15 117 1 H I zm 103 94 W 8,46t s.f. - - - - - f: UJI5,720 sA 5,720 cf. > 6,820 s.f. IRFF ST`-a, Iry 'J s..--� - 16 z CONNOR CT. o f i 48 - - 6.050 s.f. 02 O 44 II 21 6 050 s.f. 5.671 cf. �^C' I � `j � < , + � � 4 }n a I 9s 3 �- I Z G 18 1 - !, Z �` - - 1 6,820 s.f. 6,820 s.f. 5,720 J. 6.440 af. 3 - -- I 1IN 7 33 638 f e f- r y LINE TABLE LINE BEARING DISTANCE L1 S43'48'58"W 106.66' L2 S69'33'59"W 93.83' L3 S01'28 07"W 101 92 �ir ' W KARCHER AVENUE VICINITY MAP --A - Q1 -� fn �i I 12 13 15 16 1 !q s. - = '• ;. w r j 17 0 49 9 10 11 1 7,122 cf. �(7 COMMON AREA , �,,.�, . j '- r ; i'= - �i' � _ _r 25 26 27 28 29 30 1 fi8 5.724 of, �/ STORM RETENTION - • f�c3...'�. 6,050 s.f. 24 Y 6,355 s.f. 5,330 sJ. 5,330 s.f. 5,330 s. f. 6,355 s.f. 6,355 s.f. 8,355 s. f. 5,330 9.f. - ., -3'� 1 1 43 5,720 s. J. 5,720 cf. 6.820 s.f. 7,486 cf. 6.820 s.f. 6,820 e.f. � 6,050 s.f.- 0 96 6,496 s.f. P h a S E 8 .: ._ . 1 5,720 s. f. 5,720 cf. 5,720 s.f. (r1 1 Ij 1 +-T• �7 �4i _, �, - ._ 18 67 COMMON AREA 1, 50 _ - .-sv .' 6,820 s f 100 42 O 6,050 s.f. 5,886 s.f. s - I I. ''y - f 5,720 s.f. 6,820 s.f. rnt v1"- L z. ?.,, +'y 5.72a s.f. PHASE 6 ', o -- a.f;.; ,. - �.. �i In 6 5 4 3 2 1 S89.23'24"Wr�,5 " *� 19 'i -,,..I, - 40 39 38 37 36 35 34 33 57 n 6,355 s.f. PHASE, 5,330 s.f. 5,330 s.f. 5,330 cf. 5,330 cf. 6,552 s.E 150.00 4 � 5,745 s.f. 7 ' 6,050 s.f. 23 6,820 s.f. 5,720 s.f. _,720 4 6.820 s.f. 5,720 s.f. 5,720 af. 6,820 s.f. 5,720 cf. ,. ➢' - _ s: - f - , m a °.�� 8.542 1W COMMON AREA 65' -...-. a ..•:' X,? 20 5.693 s.t. 1 STORM RETENTION 52 m O 'i .� 'z ' 4'+• A'+w 1 3" ;: 1 4' I rn NOT A PART a 3rEr4 s. 6,050 s.f. - - - - { SONDRA ST. 1SNOWY 3 21 53 62' 65' I... r 1 6,820 s.f. Q 23 24 25 26 27 28 29 30 W 0.070 cf. 6.820 s.f. 5.720 s.f. 5.720 s.f. 6,820 s.f. 5,720 cf. 5,720 s.f. 6,707 s.E YL 21 Z 1 O 55 56 57 58 59 60 61 62 63 64 7,807 s.f. 5,720 cf. 5.720 cf. 6,820 s.f. 6,820 s.f. 5.720 af. 5,720 cf. 5,720 &(. 6,820 s.f. 5,720 s.f. 14 - 6,719 s.f. 62 62 63 �j r .o-�+i�hq - ��{ ;� i, C d.� �^'iz. �'N r IN - � '•ifi j 26 2s a NOT A PART -. e_; 1 £ 1 ze 7,031 s.f. 27 7,031 s.f. 7,031 s. f. 7,031 s.f. z3 7,089 9.f. f" N .•, p Q O ... "' �;` _ 14 o N 1 52' 52' 63, 62' 65' 188149f. 1 N } Q -t 1 LANDSCAPE BUFFEE 1 t9,965 of 1 LANDSCAPE BUFFER 2W cf. S89'23'24"W MOSS LANE _ _ _ _ _ 1 --�-- -- -- -- -- - 15000 264956 W - - - - - - - - - - - - S 89°23'24' W 1328.12' © - - - - - - - - - - - - - - - - - S89'23'24' W 1178.12' ' 87s s.f. MOSS LANE CW 1/16 Corner C-0 © E 1/4 CORNER COMMON AREA Section 12 SECTION 12 W i/4 CORNER TC 1/4 CORNER SECTION 12 SECTION 12 M d O N NO z NOT A PART I lot I DATE DESCRIPTION DESIGNED BY. ms JOB NO. MY0804 CLIENT:�, �qno , DRAWING TITLE: 11 12 NOT A PART 1 bek 1-7-05 P&Z HEARING COMMENTS PROVIDENCE DEVELOPLMENT GROUP, LLC. _Najafg � '� 5 ��r10, I DWG NO MY0804r H 14 13 M 4 i �7ss% r c , rr r , ev 701 S. ALLEN ST., SUITE 102 Professional Engineers, Land Surveyors & Planners DRAWN BY.' s e 7 21 04 SCALE: MERIDIAN, ID 83642 WINDSOR SUBDIVISION, A P. U.D. Vert: NIA 314 Badiola St. 0 Caldwell, ID 83605 CHECKED BY.' Horz: 1 " = 100' (208) 454-0256 APPV'D BY. FIELD BOOK NO. PHONE (208) 322-8992 (208) 454-0979 Fax SHEET NO. 1 OF 1 Rev f- Y 74 Y i �1 Y 1 S = i• 5,� _ WINDSOR CREEK. PRELIMINARY PLAT A PLANNED UNIT DEVELOPMENT A PART OF NW 114, SECTION 12, -- - I - - _ T. 3 N., R. 3 W., B. M., CALDWELL, CANYON COUNTY, iDAHO 4w - - ----- -- DRIVE WAY EASEMENT - - __.._ _ -_-_.. TEMPORARY__.__ J--_ Exlsnrc APPROACH - / ---SEE PROPOSED EMERGENCY NO _ ___ _-' __ --- _ LANDSCAPE EASEMENT T A PART 50 1 ROAD SECTION ACCESS 18,632 s.f. - t W t 18 Comer � - LANDSCAPE BUFFER 0 C NOT A PART 1 40' B FE 92a e.f. �` COMMON AREA �_.. Ex75T1NG APPROACH Section 12/1 _ _. __._____� i - _. -,_._ _. __.-_-.. _-- _ _..___. _ _ 2.713 a.£ :' 't-� ___... _.. - -._ ----. .-_- HOMEDALE ROAD _ _ - -- _ -- -40 _ --- -_ - _=��- _ = _ �_ _ - - - _ - - -- -- ---- - - ffi -- -- -- - -- - - - -. _ t - - --_ - - _ ._ - - ____, EXISTI t-r WA wwN ----OX►MA7E �oc�n__ - - - - - - - - - ��71,,�, ��pp _- rY,9 p "/' _-____-_ _._- _SaS-_-_.___.?Lfi. __---...._.�-' -. -- - _-________-__ _.___ .�1, - __._.. -_ .-- ______' -^ N. . w - 4._ 30'_-� _-_ 89*27'01 m� ' . _ 1 E 1 323.37 __ _-_ _ _ _ ___ _ _ _ _ _ - - 1 _- _ - - - - - ;_ 77 .0 T- - --- - - --- - --- 89 7 1 Ems-= 3 -� . _.r T- - - - - -- - - - 1' _ - _ -- _ - - -_-- - - - - MIAMI - --- _y m - - - - -- ..-. _ R. i _ - _ - _- _ =_- -- ----- 1 318, r - -- -,41,-_ f ,s..,;, 1 LANOSCA 'F= _ _ ,:' _ - -__ - = " - - �. '0 0 (_ - _ 42 , 25d 4, -.., ,+ 593_' - �- ---_ - -----_.�--- _�- - -' - --.- 215 -_--- - i I 49' 117' 83' '' ':: 1 6 52' S5' - 55' 62 55' 55 ':62' --_ c _ _ - __-:._.__ _ _ _..�- _ ._ _ .. �:' _ s- 66' S2' S2' 44.. ,3 �ggpp , ••Pf1OME SEWEf 5ERNCE 0 -_� .: _:e --<-=- - �.:_ _ N J r PRO PO`�f$ SERVICE-� - - _ _ _ -- ... Z I � _ � �I - � � � 2 2 -_ �, l' NO APART g _PRONDE WAT_ER_$ERVICE ;n - 3 --'�-E 5 6 7 8 / } -._ __� - -- ", '_ 9 ow 7,682 s.f . w- '+' eKU\4DE CAS SERVCE m 2 1 6.325 s.f. 6.3255 s.f. 7,130 s.f. 6,325 s.f. 6,325 s.t 7.130 s.f . 6.214 1 ! `-' i r -�'y__,_ - _ __m. n n_ n n I'� :n 41 42 43 _ ,: r n to h n ItY������ : EGRE » ' \�3' 43 n 8,89 a.i, 8,217 ai 6,692 of 692 EA$ ENT �f R 34,262 s.f • I' ' ' Y 10.066 af. 7,931 s.f. 7,942 s.f. ' '� __ m ! 27,783 s.f. I 36 37 38 3s 9 1 � INS . #9843777+ M� as I' - a I 73 55' 55' 62' '5' 55' 62' 52' COMMON AREA ; I m , 6.960 s.. 1., !£ I! 1 `I O: 12.423 s.f..� ,1 0 f\ -_ S70I REtENT10N ! f .,i I STORM REAREATENTION '1�N ' I C 1Vfl9 7N AREA '')1mE `'262.40' 2 N . h.. 7,840 s.f. 'a -,- m c94,- - - I I _ -- 7 u z< $ _SON I I 52' S7 -62' 52' I,52 ' � ' n 66' 52- 52' 6.03C s.f. PR014DE PI SERVICE I i 29C - _ 98 ;,d L Q 110' 110' - / 110' ^.10' \ 116' " 1 r i t i ` ^ N � s I N 2 Ito 182' 0 21' � D I t l -&- WINGED OWL ST.-'-�F-,n -6 C I o 6,654 s.f. 79' 62' 62 72 J In 3 4 In n 57 n t n ^ 8,875 I ;,{ 729' i I ^ 7,921 s.f. ^' 8,024 s.f. ^ I B4O23 9.f: 8,016 e.f. -'1 I N 35 n _ a2' » - , 72' 62' 52' S2' 20 , ,�2' : ,2' S2' S2' S2' S2' : 66' a'. 11 6 5 4 3 O 110' 110' : u -. 1 1. u I I ��' p' '' I 113' I < N <' / 1' I 6,820 s. }. 6,620 s.}. 820. s.f. 7.678 s.f. - J 6 N h N ' W N N c N N N- 9,6D9 s.f. „ 1 0 sag, R.I.efO 4' o J 37 37 „ 51 � 0 IN 0 '� o.' o 9 0 0 0 I. P1 m 1gg N N N 6.050 s.f 1 I, 1 2 3 4 I I< 8� 7 a _ 9 - 10 1/ 12 p� ,per ; ,.S I 6,820. s. t. '0 37 N 2 N 5 N W N 56 ', 2 n {jIj I 1,1� „,,, IN 34 6,355 s. f. 5,330 s. f. 5,330 s.f; ,z 30 s.f. .330 s.t. 5,33tl af. 5330 9. f: 5,330 s.f. 5,330 s.f, �2 , j, n 8.342 a.f. N fll 5,'RO sf. 5,720 s.f. 'n .`i.720 s.f. 5,720 s.f. 1 II' n 5,911 s.f. n 37' 7,153 s. f, i2 ,70' I 113' C10' ¢ 110• 11d 110' I Ih� 114' '.t o 96 I II : 88' 62' 62' 62• 72' LU M 12 '•I I ri I Ii I 72' 52' 52' S2' j 2' 52'- 52' 52' SZ' 103' _39 s.f I1 1 6 u 6 050 9 f *' I 1 52' S1' 5N IT. 1116 N 1/4 CORNER SECTION 12 N89'25'55"E 1323.55' r6-sd. 2 36,150 sq. ft. 1 =,•1 RELOCATE APPROACH NOT A PART v m 6.820 s.f. 1\ 6.411 s.f. .1 5:720 s.f. ,0 m 55 3 I:'. 1 N 33 r N / m ,' !•'� A E _ _�__ . 3''. �.. �_ Jp In r7 ?7, 6,820 af. 6.820 s.f. j1 5.907 s... » ♦!, t s, 0 TRICIA A 2d o' 1,0' no tl ill 3 I h N. o n M n M n h 7 v f i a7 \ ' 16 J 'I; P'' ,I'• I-' o o_ o 0 0 0 0 0 0 o o 8,416 s.f. r, 1 1 'A 75' S2' S2' 62' 62' Q o 13 r 23 22 21 19 18 17 :,,6 15 ,4 �I ' �/1 7 v 6,050 s.f. " 7.294 s.f 5.355 s.i. 5.2 s.f. 5,330 s,f, yoA 3 223 a.f. P H A S L '� 5,940 S. I. ,o N !` i ,' m N , �{ a 5,330 e.f 5,330 at E330 s.f 5,330 s.f. 5,330 s.i. 5,330 s.t t23 ,.{- 1 N I N 54 N 4 a+ .'„ I N 32 N C .� B. 64 e. f. t , i OMMON AREA I{ e - » a lii �� ;'.. I'. 6,995 a.f. m \ II'i 'i 1 ORM RETENTION I ,82C a.f Q o_ o_ O aI O _O , o, ",'20: a. f. `5,720 s.f. ` '_I I If I 11d O 20 2, 22 - 23 24 f �" ,4 m ; I I 112' 72 52' S2' S2' 20 2 5" 52' 52- 52' S2' S1' 48 1 rr i" ' 8,02 s. f. ^ 5.720 a.f. 5,720 a.f. 6.820 s.f. ,6,820 s.f. I I w 8.862 9.f.1 COMMON AREA e B N s 53 N 5 0 W ^1- 6,,520 14 s.f. 1' 11 _ - • 3„ - -_-_� ;� €. IF 1: 16 N �- 1 ro m In fr;WOOD I I I. 50 N STORM RETENTION {,720 9.f. 5,720 s.f. ! N �- e In r 123' 1, t. 6,820 af. fD n % �; N 3? ! m m Q f; 6,943 a.f. H ART 0 6,820 s. 75' 52' 52` 62' 62', 186' 110' i 11Ci 110' 1. + b8.632 R.I. I 1 - • TO I N i.- V I '��,._' i NI `5 "') 1' •' 'a -... t - - I ' I� m ,�, ¢ 110 O_ O 19 f 8,289 s.f, f 51 ] 75' -1. _ .\ I 7 • O O _O 18 .5.720 s.f. "52' O_ 17 5,720 s.f. 52' O 16 6,020 s.f. - 62' O 15 f 6,820 R.I.7,471 62' 20' 68' _O _O 13 R.I.,720 68' S2'.. O 12 .- a.f. S2' 52' _O 11 5,720 9.f. 52' S2' _O 10 5, 714 s.f. 52' 72' - 9 736 af. 2 ads 71' 51 3-7 N 52 N m ),720 s.f, i° 110' m 6 w 6,820 s.f, 110' Q X m Q 110 N 15 °' 6.050 s.f. 'I ; - II 1: I. I:, I ( I', ''' I I ' 1 i f I ! I r ! : II a (1 ' I ` v f.11 II.1 r I I I, 'I j v L; 7 11 i' 1; - � I I 1 11 2' ,02' 1 7,551 a.f. 102' 02 2 7,SSD s.f. n oz' 51 37 N 17 N `D 6,820 n,f. iO 11d N SD N n 5,841 a.f, '� 113' � s, N iS,720 s.f. 110' 110' i N 16 6,050 s.f. N 7 'N m tO 6,820 a.f. 110' N 29 N n 0 5,950 s. I. 115' N 18 N fO 8,820 s.f. `° 110' 16 N 5,330 af. 102' 3 -'Nn 5,330 s.f. -,Nn 102' N I�' I,720 50 N 9.f. '� 110' 110' a' 17 N 6,820 9. f. - N I % 8 n 5,720 e.f. ,1d: N 28 u » 6,059 af. ��in f'r7 I 15 t N 5,330 a.. n 102' 4 533 at. N 0 , » 102' N -]9 N 6.820 s.f. 'o 110 ALEXA ST, 1 'wn 49 ''Nn J20 s./. 110' 72' 'O O 44 S2' O_ 45 62•... O 46 - 7 3 I 47 0 _ 110' 0 �: 18 °= 8,050 s.t. 119• N 27 - m 364 s.f. e 62' O 22 52' 'o 23 52' 0 24 72' 0 51 --Np 9 n 5.720 af. 14 n 5,330 9.I. 55 uN 5,330 s.f vN 161' 61 75' ,, 52 - 62 52 52 60' S' 4 5 6 7 7,551 s.f \ \;. af. 355 a.f. t5,330 R.I. 5,330 a.f. 6,355 s.f. I\ o 1, o o 9 I 75' 52' \ 6 52' 5z 6D' 15.780 J. COMM 15 14 p6\3 „ 10 9 AREA ' 0 7,5 10 s.f. 5,330 s f. 5,3 .f. 5,3 s,f. 5,330 s.f. 6,355 8.f: STORM RETENTION 0 0 0 0 0. I , 75' 52' 52' T' ` 52' 52' 60' 75 -- 'P I '' AN CAPE BUFFER 0 49 h I I a.461 s.f. ! 50 ,I - I 865 s.f. C MON AREA I ' „ 1 1 10 4 a.f. AREA NOT A PART W EL. ST, Q I 1 I;'1 865 s.f. I I C MON PREA U 07 2 : 12 1 0 2 J 1 5,706 s. I. �-- I i ,5.443 s.f. m 21 7,919 s.f. 6.862 s.f. 5,720 s.f.• 5,720 9.f. 25 7,834 s.t 37 7,834 s.f. 5,720 af. 6,820 s.f, 7,896 af. Ito' '. ,10 1-'.: 1' - 1 ! 720' 112' !� - _' :, _ R 122' i ANOSCAPE BUFFER '1Nn 26 102' ,3 6 � � E R ING BIRCH ST. 3 I I w � c 20 _ ^ 1.1,695 s.f. ^ � { ! � . I I 4 m 10,433 a &r. � `O 5 V 19 m A 11 1 I' _ � Ih I '" .. '. ' Q 'I. II N 10 m 6,050 s.f. •"S N 6,228 s.t. » 28 N 5,330 s.i. 5 :. N ,330 s.` r 75' 0 6,370 R.I. n 1] d i 1 74' 6 ' 5 ' 2' 7 7 7 1 6,820 a.f. II i it n » n 75' 82 52,, 62 52 52 . I 122' 1' 10 1 ' 9 fl 1 i ` 102' 102' 'I I - I 69' 62 52' 62' S2' 52' 52' 52' 68, 110 N 1, N 12 N 5,330 s.f. 7 N 5,330 s.f. N I� O o_ o_ O_:;o O 8,050 s.f. " y 0,723 9. f.. 1 -"' 25' N 0 11 , ✓, 7,551 s.f. 2 Q355 s.f. 3 r 5,330 f. s �. 5 ,.,355 .1. 6 5,330 s. f. 7 ,5,330 af. 8 7,St9 s. f, to h O 0 4 ,h 6;370 W I N _ - '7834 ,n Y' 1 I :' 6,239 s.f, n » » v1 o to in ,n n n o 0 s.f. ' ^8.275 32 31 30 29 28 27 26 43 Y2 '- 47 40 39 38 5,120 a.f. ON AR r ,20' 0 0 'fl o 1,22' Z `� 33 6,820 s.l 5,720 af. 6,820 sJ. R.I.5,720 s. f. 5,720-a.E 7 4 f .83 s.. s.f. 5,720 s. f. 6R.I.5720 ,820 s s.f. 5720 s.f, 6,820 s.f.l. 11 ' 0. it 102' 10' 2 ( - I"j III 1 r _- W _ - _ I �, s. f. ,720 37 fO 51 I 7 s.f. U 'I `. t' �-' - _ _ 0,835 9.f. _ N N 12 ,n 3 ] 1" 2, N IN '0 I 1 I: !'1 I N 24 N `O 11 N 5,330 af. 8 N 5,330 s.f. N '1.'.. a ,5' N '. 5 r ♦o m 1 'I 62' " 62' S2' S2' 62' S2' 62' 52' 52' 52' 72' W 72' 52' 62' 62' S2' S2' 62' 11 5,720 s.f. 6,820 s.t. 1 �;' i,�,f } 7,455 s. f. m » n 'n 75' .. 7,595 s.f'- i 110' 1 7 102' 102' , i 11 , 122' I, 0' 120' 30 3o tft !'n I 42 -"'� -wn 13 - 1;� ,III 1 �'i 7 I S1 10 8 g �551 51 9 7.550 s.f. ,0 6,355 s.f. 1 .1 ,9n,33Li f. 73 a.f. 14 $330 s.f IS 5,330 s.f. 76 ;,p a7,342 s.f.o 6 I - LI IA ST.no ( ,N �I� If, o n6.355 N N' 5,72/ s,'. 22 ' I ' h to 7,550 af. s.f. » 37. I, o o a "a 6 370 s i '- 4 11 so, I I 1, m 35 -a 8,564 s.f. ^ 51 ` 37 II m 36 m { 6,820 s.f. 110' , N 37 N I 40 6,820 9. f. `m 1i : 1,0' b a I , 14' 52' 62' 52' 1 82' 20' 62' 52' 62' 52' 76' 6: •o O O \ O -0 0 : 0 F O '7 O •o _o O f 1 _ 2 _ 3 4 5 7 8 9 10 11 7,932 e. r. 5 720 af. 6 84C e.f. 57 0 .f. 2 s 6820 s. I. < � 6820 af. f 5. 20 s.. 6 8 0 s.f. 2 7 5 .I. 20 s f 8,280 s.. 0 74a13 52 62' 52' 62' 2 62 52' 62' 52: 76' : ,1 tA 13 O O O 0 O m O O I O O 21 20 •- 19 � 18 17 g � 16 � 15 14 � 13 12 8,179 s. t. 5,720 s.f. 6.82D e. f. 5, 20 s.f. 5,820 a.f. a ''5,820 s.f. 5,720 s.f. 61,820 s.f. 5.720 s.f. 6,177 s.f. 74' 52' 62' 52' 62' 20' 62' 52' 62' 52' 76' s• � s n i „D' .3s7 a.r ^ 23 ^ 1 a 37 I m 9 t19 s. f, I , :. \ 1az'. n '' 15 jj U ^' 200' , I : 120' 102 102' 75 52' o< 52' S 75' - , t1 51 m 7,420 s.f, m ii 6,4719 af. I&, \ 6,370 s. I. n h 37 no' 125' - n 22' I~ �---r SHAL 52' 52' 52' 52' 52' 52' 52' 20 52 62 52- :1_,1 62 57f 52. 72, 15 BLANkfET ACC€eJ5 EASEMENT 35 N 7 . 41 639 9.f. 6� 12D s.f. ' - ro ..1 14 I R27 ,I, 11,, 1, 1 ,, e 8 m f 7,595 a.. to 0 FOR�DJENT 9-,AND PARCEL 11011 3' 9 735 ':'I m_ 2 N 0 3 N 0 4 N. 0 5 N 0 6 N 0 7 N o a N o 9 4 < N 0 11 N 0 12 N I I'. 0 13 4 N � 15 N 6 N � 17 IN � 18 122' 7 0 O N a428 s.f. AREA 16 -.5 N 10 006 a.t. N f 6 578 S. 5,330 s.f. 5.330 s.f. 5,330 s. f. 5,330 R.I.si 5,330 s.f. 5,330 af. 5,330 s.. z 0 5,330 s.f. 6,355 n.t. S. a. 3 a f. 6 355 s. f. 5 3� e. , f 330 a. . 7 3B4 s.f, 1 COMMON AREA 110' 110' STORM RETENTION rWM 1 / o I l 14 » 6,37 s.f. '° I COMMON AREA �� A `w a : i f '' \. N e ! 34 N 17 N .g \ S 5 2 U 5 6 58 5 2 7 ' STORM RETENTION i\1\. _ m '92o a. r. 6, 21 9.f. u ss� 1 _I �;. ,42 52 62 52 52 2 „ I! 110' \ iI III, I :1 n 6,370 s.f. n I, I 11 .fn , x N 8,8 0 3sf- m u I , ,n: I 0 n to Ill en d M n In -+e 1n n /7 122' (O - 38 ;n N €'•'. o 0 0 0 0 0 0 , o 0 0 0 q 6,046 a.f. n » 33 N 18 N �:: i' : i 14: 31 30 - 29 28 27 28 25 2? 3 22 21 20 19 M S,720 a. f. 5,720 s.f. 'n 110' 6,355 s.f. 5,330 s.f. 5.330 9.f. 6, 55 s.f. 0 5.330 s.f. 6.355 s.f. 5.330 s.f s.f. 6,355 s.f 5,3W s.f. 5,330 s,f. ! ,,,I e} IIT 110' - i IN;- 5,506 s.f. N w 1i I -AYES ST. 110' 110' 133 I I N r 5 _ _ N +. I ! 19,794 a.f. I `O 7,595 s.f, c 408' ,10' N if) 6,050 af. If COMMON AREd. , N 39 N ,10' 'n I' 52' 62' 52' 52' 62' 20' 52' fit' S?-:�'', 62• I 52' 52' 72' i m `6,820 R.I. m 0 0 s I N r STORM RETENTION zz 3 NOT A PART ,4 1 N , E 820 s.t. 6.820 a. f. I '" ,i I- ^ s I 1,0' '* 7,970 s.f. n P H A S E I 'n 8,067 s.f. •Nn } `o s 110' I p� + r „d d 3z i' I 125' n ROCK 'GA N T.on -nT N 12 N , I_ 110' 15 1 0 0 6.050 a.f. in n I i -- m s a. I. m i� 7 59 a r . _1 184.465 s.f. D.' N _-- _ _ !€ - -. -7 * ',:, 4 ! N .,.� .. . _ O, _- bD f� -_... - , �., 31 rv- FO _ H __ - 6,820 a. f. is COMMON AREA - Q I _ ' -i 'cz :u< _ ., i., aD,22 -i 20 a.f�_-. s1 _ -5720 s.t. n --. , y ' 0 6,020 s.1. n k,�r 0=. _ - _ ... 13 -. s.. _-_ . _Y O ._ __ -,, " I ¢`i N STORM RETENTION - -- _ .. - __ __-..-,,..,.-T3T -1-.: .. _ _ '° ,0T T! _ --__, �20 ��ifF _,..__,10-____ 1 ---._ , 1,2 ^ 1 ^ 11 ^ 51 ,1- It Iqi m N 13 ' -. U) O. C10' 5,720 s.f. 1 ' K-=+-- ...._ - - .s ) 7,104 s.f. 7.3 8 s.f. d>; PRIVATE DRAIN TO BE " 'n 7 'n 1 IT-- ;�%-- I 110' N 6,820 s.f. N -,1. 17 €_ , I 6,3 0 af. ,10' I 1N m m S1 37 �NI 1 Q 15,443 s.f. PRIVATE DITCH TO BE ' N 2 N 'I ABANDONED PER i �. F 0 c a. : I ». SD N 21 N i1 i' N 33 N n ` 111 122 O' ABANDONED, 1. 6, » ' n 102' 102' S,460 R.I. GEOIECHNICPI LANDSCAPE BUFF -ER s "' 41 r1 37- n 12 In 'Lb m N 3 N I i20 s.f. 5,720 s.t. 'n 110' I n 5,673 s. f. 3 106, 9 I REPORT. 7,843 s. f. m N n n '10' 71G' 1 113' , 5,852 9.t.. 5,720 s.f. r ', 42 I P9' I 19 , t 0' , 30 'y-- yi In , 2 N 3 N Q I 1 12 ,o ` 2.678 s.f. 110' 1 6,050 s.f. °' 5,330 a.I. 'n 5,330 af. °' 3 'N " 'I a+ 14 m ` ' COMMON AREA 35,962 s.f. 90 3,072 s.f, I r V 29 N 22 N .� N 34 N 102' t02' S,480 s. f, n ir, i1 9,4k9 s.f. COMMON AREA m 95 COMMON AREA IN 4 n 6,520 s.f. 8,fl20 s.f. m t,d 8 ( 6,996 s.t tO 106' 1 I Q 5,720 s.f. 1 W m F 107,373 s.f. 18 I P10' 0' 0' 29 113' > N 11 IN 4 N N COMMON AREA MFREDITFH STREET � RR - {{ I' ' f Q 'r' 5,330 of 5,330 s.f. 'r' 879 S.C.- - 6,050 s.f ' I N 4 -Nn .. ( STORM RETENTION �_ I '., N - n I; I 102' 102' 5,460 s.t. 1 '!! COMMON AREA ? n 28 N 23 'N m Q a I '� SWEETWO D \ ac• H 5 ;1 I 5.720 af. "' 5,720 a. f. 'n 110' ii tl ^' 35 I (..) _ Q 105' W,'� S m Q879 s.f. W I ,t0' 20 I I 6,985 af. � W .. 1 f ''... 51 € I' 1 t13' i N 10 N 5 N "s - 4 W . 1 8,364 s . COMMON AREA 271' z , 110' - t28 I 1: W m 6,355 a. f. fO 6.365 s.l. tO r^ w- 2,56 s,f. O - I If I - 27 N 24 6,839 n.f. 'N I! �, -5 5 N P vE V `p COMMON AREA Z .' 39' S2' 52' S2' S2' 25' 37• 62' 62' 62' 72' 37 N ` .. W ,40 - 5!720 af. 'n 5,720 3.f. 0 1 110' I :� 36 N 102' t04' 7,176 s.f. I iI:. _ t03 7B ` Q 0 O O O O `f9. O o 5 0 b _o o_ ,10' !1p 1 11 » I 53, /j\/ I� I 6,921 s.f. I 100' 103' ' 293' If - 10 � g 7 g i' 51 1 109' w g u 6 w 69' 52' '.... 62' 62' 52' 52' 6 5 4 3 1 5.441 s.f. 5,369 s.f. , f 2 W I f 7 2 6,820 a.f. 6,8', 6.620 s.f. 6,82C s.f. ^ 7,777 s.f.' i 'N - - ''1';' _ 9 030 S.T.5,720 s.1. 5,720 a... 5,720 a.f. 5, 20 s.f. f `fin. Y e. 7 af- zs N zs N 37: ,v ( rn os' 03' NOT A PART Q I 7 - I I 7I883 af. ^ 7,768 af, ^ ,092 s.f. 1 37 "'- i : N N c,.l'''. o_ o_ o_ o - J ^' u 95 I�; 1 :.0 6 0 7 0 r-. 9 10 11 12 '3 122' } a I 1 6 00 { 9 46 s.f. 7 ' �„ a , j t? 6,786 9.f. �+ , 14, s.f. 53 s. /.: 5.330 .A. 7.742 s.f. ' 0 62' �: �� 62' 62' 72' I?'''Y '10' 1T :1 '. �._ � e ,� 7 �, , ; & 5,330 R.I.f6, ,, 55 s.f. ,355 s.f. 30 sz s2 sr sz ss - I:, � 50' '.. :e 1.,' 1td ' 7,731 9.f, u' 7,475 S. /, { I .-) � -�-�.�- I I r v 71' S2 62. 52' 62' S2' S2' 7 E LANDSCAPE BUFFER r\ _ a i 6,372 s.f. k `+, ,1, �! ! � � 3 n I 14,508 s.f. .,_ _. 62 , y 20' 52' 62' tt2' - ___ - M -�' 970' 110 4• 62' 87 62' --62'---. ,��6 62' 6T 62' so 62' S2' 62' 62' .w - - s ' C}- `� '`1 'POLISH K `n � s,37o s.f. B7126 -`v,,.- : t n 8 N III N o< c -0 0 1 o O o o O O O O 0 36 s f 5, 39 s.f."V�" U 92' 62' 52' 62' 52' S2 ;' W 122, I- e,,21 af. -,n - 0 � _ _ � - _ � � g� s2 ss' Sr 62 72 CELESTE AVENUE f -- >- ---- -` , -"+ r- 17 i;, :17 118 lt9 t20 /'� 721 122 tc3. 124 125 O 1 ` / ___ = I 1t' N s N SHALL BE POSTED I, ._ 10 - 1 11 • a 8,820 a:f. 0 0 s. f. 6.820 a.t. 682D`af. 6,820 a. f. 7,398 e. f. 6,820 s.1. -11 < 6,820 s.f. 8,h20 s.f. 6,820 s. f. 6,820 s. f. 5,720 s.f. 6,820 af. . ;-, 'A Q, N N !V N N N .I NNN 1. N tV N N N 'n 6,37D 9.f » F ® 25 M.P.H. A O_ O O _O O O ! O),Y O O O O O I 37' -_. _ . �' < "1 � I ^' 0 1 2 3 4 5 5 ' � ' 9 - 10 11 12 13 122' i N 110 Um _ "62' 62' 6?• 62' 62' S2' 62' 62' 52' 62' 7T , i \ 0 g,887 s.f. +- 8,451 s.f. 6,355 sf. 5,330 s.f. 6.355 s.f, 5,330 s.f. 5,330 s.f. 6,355 s 1 J 6�'S55 s.f. 5,330 s.f. 5,330 s. f. 6, 355 s.f ^ 7,389 s.f. ^ ( m 6,820 s.f. m ,° 6.820 s.f. m 4 6 ' N 82' 6 ' - _ '6 _ - -_ -.- 1 - m - _ _ __.___ ___ _. -_._ j �� 6,370 s.f. NES10N PGiNTE No. , 9 126' of 87 52' 02 52 I - 1 : - 139' '.: - t , n :Nn jl '; a 1,0 110 14 20' - _ .. u - 1 :, ,I', X w 7 5f 62 5' '' °' 6 12' �� ij 88 0 0 O o O o t o o c O ji 95 52 52' S2' E ,: 11 10 N 109 ^ 9.064 s.f. . 86 e F ,o• 11!, 1d N 5,8 e. f. wm f I 7 { � PA I n o ^ 85 a 83 82 81 N 79 78 77 76 75 _ ' n W, 5720 s.f. V1 ' 0 r , 7 _ 22,549 R.I.01' 6'ly- N 7 N 80' R/W 8050 s.f. n 8,518 s.f. f 6820 sf. 5720 s,f, 6,1120 s.� m 6.820 s... 5. 20 s.f.. 6.820 s.f. 6.820 s.f. 5, 20 af. '�1 k�.` In n n i !. n in `. 7n i1 In n n 5,720 s.f. 6,8 s.. _ \ , 110' - d of CQMMON AREA N '` 25 0 0 0 , o o o o a o 0 o 6,370 a.f. I 110• 110' n r ' 1' 1 w 7,955 s.f. - 24 23 22 51 - 21 20 ',9 ' I '- k 18 - 17 16 - 15 14 122• 105• 5'- 40' BACK 70 BACK _ _ 4 H STORM RETENTION 1 1 �1 p 42 1'' 5,330 s.f. 5.330 s.f, 5,330 s.f. 7e. 6, 55 s.f. 5,330 af, t.330 a.f. 6,355 s.f. f 7,202 af. Ij,� 20' is _-.�20• N 108 'n o' 62' 62' S2' 62' f52" 52' •}fs 7 t5,330 a(. 5,330 sf 6,355 s . n fl9 -- ,0 74' S2' r 7 62' S� 20' '. yy N ss a.f o 37' 78' � t -i8' 6.820 s.f. N 5.720 s.f. iO 5.720 of 2B' - �'': 1 1 ICY , „u t08• 6' �:,., N 8 N I a `o ?10' 110' n ° 823 s. \ }`r 43 12' S2' - 52' S2' 52' 62' 52' S2' 62' 72' '0 7,589 s.f. t° (g' 6' I D' -'21n r- 74 t c oN s.o9a a.f 14 zz' N MARNA ST. 3.685 a t. N- ^ n n •mN 107 = 90 ` - 1/ af. t] 132' �� tf-) NO CROMN 1 12 in 6,820 &f-' W 6,820 a.f. ,1 7/ 62' 20 62' 52' 52' 62' 62' 62' - AREA ffA P m 9 `n6.050 s.f. n 0 1'' t t C01AMo1'€ n RRIIIIIIIIIIIIRRO `t 110'. ' I C10 ' ' 110' 1 1/I,€{' S2 fit' 52' 52' 74' 6,658 s.f. 110' N 0 O 3 o O O o_ 0 O O 73 °' 1y �j1 Kj1� 1 cn 78' 62' 62' 62' 52' 2'd"1: .� ^ 1` o � < 9 0; l 6.050 s.f. o' / ;1' �;' 44 I h I g : 109 ` " 51' 8,266 s.f. #Y W 4 s 6 7 f B f 5 r " n DD ; PROPOSE I ,��!! 2 ,0 6,?59 3.I. N N N N N N N N N 51' m Tn 13 a-- 106 N 91 a 7,650 a. f. 6,820 s.f. a 6,020 s.f. 6, 20 a.I. 5,720 a.f. ^6,f1,'D s.f. 6,820 s.f. 6.820 s.f. 9,679 s.f. ,p O O O O O A �.�r! O 0 O O W n 6,050 s.f. -'vR 6,820 s.f. 6,820 s.f. ,37, 110' -% 1, Q 110' 22 21 20 19 CB 7 1,f -' 15 't4 I,- 1,3 12 - 7,607 .f. u- CO I < ,10' \ 72 ,1 1' a` I 1 2 10,870,s. f. 0 ?� 11 ,10' 0 �', w 8.203 a.f. 4• ifl,„ io I $ I a 10 ' 6,355 s. I. 6,355 s.f. 6,355 s.f. 5,330 s.f. s.f 13o a.f. 6,355 af. 5,330 sf. 5,330 s. f. Ei - ., 6:D50 s. f. ,,,1 r', 4s / jIjII:. i, I o 'N 47 , -N 71 2• 1: 6 '.:9 w ', °' S.557 s./, I ,�1: :: N : ' < ,1 ^ 105 N 92 "I 'O 6,820 9.f. 'I 133 8' :i. J ,Na :6,820 al. � a' S,720 s. f. 'n � 52 52' 52' 6Y �,;r k :- �' N t05 7 62' 62' : � 62' S2' � I 52• 62' S2' 52' ttd' ':' ] t ai 82 62' 82' S2' 62' 5,711 s.f. 110' % 1n m 1 1t0' '; r j 5I ar 3 98' S2' 52' 34 1 - 110' 1,0' n Ig 9a O 0- O O _o _o O 71 't. 1 f 4a '? O I I II 1 - 9,717 s.f. �� I � P/f- lt 110' ',746 9.f. `o w _ 6, Ba0 s.f, 1:. 1 ry 1 3Q ARE Q N 46 N "I ,8 17 ' 16 14 13 12 11 01, m N 5,557 s.f. o O O o o ti I! o .1' 1 N `-r- 0 O N 7 4 n �, '. 1 29 31 32 N 33 COMMON A N COMMON AREA N o Z, 93 N n 44 f '6 820 s. 720 s.f. 6..q:.: 5,f. 5 7211 s.1. 5,720 9.f. 5, 720 s. f. ^ 8.292 e.t. �:) t0T 23 24 - 25 2fi 27 !. i ,355 s.f. 2` 5,355's.f. 06,355 s.f. 5,330 .f. 06,474 s.f. / 3.0' 4-- IN 5,720 s.f. 36' 6,6 a. 5, i'.: >- 5.720 n.f. i6 5,720 s.f. n _ ,10' 2p' 1' _ • 9.187 s.t 5,330 s.f. 5.330 s.f 6,355 a.f. 5,330 s.G 6,.95 a iH i. �� o /or I 110' 110' - � ` - 1 N 15 :,, �- 9. - - 6.. S2: :. -, s�. 52' 52' a� 11', _.. ''. 70 ` b `- ` 47 - -.' _ _ a' _ _ - a I I. 1 1I i Im 6,B.e0 af. io _ cv 1 - -, •, �.::. �' 6,091 S. -4 r f / v. i', N ,03 9t {ff€ r:. 45 N - 62 2 - -- __ 6,050 S.T. -' 52' 52' 62' 52' 62' 62, 62' t52' oY - I 110• ';" m 5,720 at - 5,720 9,f. 1'n I 'c. 5.820 s.f. m 6., , a.f. _ _._ 1 N "�" 109' 79' . i i l F" no' Q s T Ir f w -T1 ' !I �_ - - _ _ _11z� _ - - !I - 2�--j I ,"r; 6,050 S. I. n : O N cn 6,069 sJ \ 1 ' ' f� 5.5 a I N 102. 95 ;ro N 44 N m 5 52' S2 6` 68' 62'` 62' 74 I 170' `a 6,820 s.f. v 6,820 s. f. o n 5,720 sA. n 6, a. t. o Z 0. d' 87' 62' S2' S2 52 20 62 52 84' S 17 1?0' 110' _ t0 I�', 49 8 9 10 11 12 15 16 97 f 33,638 at.' Q 110 10 O 0 O o O o c Z i.� .�',, 1;" 18 :r'S 8,050 s.L 24 7 25 ^ 26 26 29 30 31 ➢ 68 ,1 � 1 N 5,724 a.t 8266 at 6,355 s.i. 5,330 a.f. 5.330 8! 5,330 a .f. 14 6,355 a.. 6,355 af. 5,330 s.f. 7,122 s.-. t4J COMMON AREA 0 43 N 4 a i V STORM RETENTION{{ iv f01 - 96 N » n 0 6,a96 s. f. 5,720 a.i. 5,720 9.f. 8 af. 86 s... Q820 s.f. 6,1120 af, 9, 214 sf. G 1n 6, 050 s. f. ttf o 'N N N _nl < N - N N 1, o 0 0 :' I I:i z 0 0 - I - �I u\ » u, 5,720 a. f. Tn 22 rn u, ,_,; 4 - y; < ! , •�. 110' 5,720 s.f. 5,720 e. f. 110' ^ ! ,921 s.f, I ii A R 6,620 s.i. �, 10G _ N 134' 62' 52' 52' 68` 62' 62' _ 94' , ' t67 o' 6,886 s.f. N .74' 62' S7 S2'. 52' r 3 62' 62' 52' 60' PHASE V 1I - n 97 m 42 r' 52' '52' 62' S7 68' , U6,050 e.f. i ,'., ""- 84' 62 52' S2' S2 'I 17?' :1. a' w L.S s. f. 5.72C af, 6,:' .i' c �'± 1 1 ['^ ' C10' r a JC Q a y C -- 0,038 s.f. �i , ,. 110' ` i 1 51 1 O �' � � .. 1 _ O o 0 0 0 0 •0 o Q 0 Ito' , �". N V, 7 6 s 4 3 I, i , 6�0� S$9'23 24 W 19 wh 37; 3 3 -i �j1 ^ 51 7,652 a. f. 6.355 s.f, 5.330 af, 5,330 s.f. 5,330 pR.'.�70 s.� IT " .552 of 1 n `t' 0 18 54 s.f. 40 f 39 38 \36 35 34 3 32 / y S t °' 5.745 s.t ' 41 I .5 .00 » 6,050 s.f. 'n 14 t 6820 s.f. 5,720 s.f. 5,720 s.f. 8,a a.f. 5, 2 s.f. 5,720 s.f. 6,82G s.f: 5,720 e. f. $,493 9d. �'- y 1, "p "' ,;'"p j' $ t, 3' 37, 0 9 m 98 N 41 N OMMON EA �j-] 66 10 0 0 0 �0 [ v (• f/ ,70' ^ 8,642 a.f. ^ 8,363 s.f. '� 7.966 S. ^ DRM RETE�N ON - .. .3 ?per �. 6,615 s.f 1 q y ( 20 i O ,u-- £ P 4 "''>. _ _ i _ 'r j,�, N G S I 8,439 s.t - I - ..• o f ' ". :.. y• i 52 � 62' S2 52' ^ ♦ r1„ 2C 110' 1 110' 157' 62 52' 52' fii 52 52 62' ` 52 B8` 73' ',11 I ! a' - 5,693 s.f. _ I 0 `\ s x •: r fi,oso af' In \ t•`1 rn NOT A PART t09' rIII, 1 N 'x I ' .- (\ tj R '. F to !'7 W to r'i i 120' y , •, SNOWYIEINF 51 110 1,: ST; ,n r'7 1.. ! 1 N. ' - :� I - _.. N 2 53 24 �. m o I. 2T _rv. !! �.�` N 6, 719 s,C I 8.548 s.f. I O 6 82 I s.f. N 4`' 72 52' a< 62' 62' S2' S2' S2' 62' S2' � Ij m m 62' i 52' 52" 62' S2' S2' � '' 108 76. < s 1 i _ f 110' Q '_ O _o O O O O O o ,4065 sf - w �, NOT A PART .. : , 'ln 29 28 27 26 2s 23 s- O o s5 a- < o_ o_' _o o _o O O to10 ' t t T _- 'a nm O1 55 `56 S7 58, 59. 60 - 6t 62 63 64 O 1=B,168 R.I. 7,03, s.f._ 7,03t s.i.� 7,031 s. ', ' 7,031 s.f. 'M 7,089 s.f. •04 Tt 2 m I 23 2a 25 26 27 28 :29 -3{u W 26 21 - f �•'` m N1 22 N O m 2 7 f. 572C :f. 6820 af^ 5,720 at. 5,720 sf. 6,707 af. 7.8 7 s.f. l 5,72a s.f. 5,720 sf. 6,820 s. f.! 6,820 s.i.^ 5, 720 s.f 720 s.f. S,J20 s... 6,820 s.f.^ 5,720 s.F. 54 51' / �, ua 11 460 sf. a, 21 8,070 s.f. 6,820 sj, 5, 20 s. s `X It,1 +. 8, 588 S. ` d '3 4 m O CN 14 Q : � i r ITI' n V f e 8 ,50 s.. J I `,.... 14 > t ` 1 " N 1 I 6T N1 N J 98' 3 t 02' 3 , ' 121' "' °' 82' 62' . 52" 52' 62' S2' - 52' C' O 5T 52' ` 52' S2' `.62' 52' S2' 9 965 e. f. 62' S2' - LANDSCAPE BUK' ' 465' LANDSCAPE BUFFER 72' 300' - 1 '1 , ,, 1 E ,t`Rj 7 18,814 s.f. IT LANDSCAPE BU. 35,280 s.f. - 3' 4" W 89'2 2 �.- v _ - - - --- . t _ _ ` _ _ __ _ __ ___ _ ed" wy __- _ -- - -- -I MOSS LANE CW t%76 Comer C COMMON AREA Section 12 III, ^ W 1 /4 CORNER ", - I �t SECTION 12 r ^aJ � o UD 0 � z 11 12 NOT A PART 14 13 N89'26'31"E 1323.79' 1 6 12 7 3 n (V 13 d' � z z f- O Q O Elf < M j W Q Q I � O NOT A PART NO BY DATE DESCRIPTION t, IC1)lbek 1 1-7-05 1 P&Z HEARING COMMENTS C 1/4 CORNER SECTION 12 LEGEND z FOUND BRASS/ALUMINUM CAP MONUMENT @o FOUND 5/8 INCH DIA. IRON PIN O FOUND 1/2 INCH DIA. IRON PIN Is FOUND PI'' NAiL IL CALCULATED POINT ---- r• --"-- EDGE OF PAVEMENT -- - OVERHEAD POWER LINES __--- - FENCE _- - EDGE OF GRAVEL -�--- DIRECTION OF FLOW - PROPERTY BOUNDARY LINE - - - - - - - EASEMENT LINE -W- WATER LINE -S- SEWER UkE --�-- DIRECTION OF SEWER FLOW -so- STORM DRAIN LINE 00�_\ TOPOGRAPHIC CONTOUR LINE OF EXISTING GROUND © POWER POLE II C- GUY WIRE ® i CATCH BASIN -a LIGHT PO4 E T FIRE HYDRANT 0 BLOCK N0. ® TELEPHONE RISER LINE TABLE LINE BEARING DISTANCE L1 S43 48'58"W 1.06.66' L2 S69 33':• 9"W 93.83' L3 S01'28'Ip7"W 101.92' _ D HOMEDALE ROA (FACING NTS 37' BACK TO BACK !r(, F ;-JI,- 18.5' -16.5'- ma.�.� TERNAL r,IOAD Q 3-1 a_c L n MOSS LANE JOB NO. MY0804 DWG .NO. MY0804revH 7121104 SCALE: Vert: NIA Horz: 1 " = 100' FIELD BOOK NO. N TS E 1/4 CORNER CLIENT.- ' PROVIDENCE D!I'PRLOPLi ENT GROUP, 701 S. ALLBN ST., suni 1 o2 AC RIDIAN, ID SSW F 4' 322-8992 �T I \V �-,� r:�L ZD W Q 0 Ld Z Z Q Y <i J MOSS LANE 't �' KARCHER AVENUE VICINITY MAP DEVELOPMENT SCHEDULE: FIRST PHASE - 18 MONTHS FROM CITY COUNCIL'S ORDER OF DECISION FOR PRELIMINARY PLAT APPROVAL. REMAINING PHASES AT 18 MONTH INTERVALS FROM PRECEDING PHASE APPROVAL BY CITY COUNCIL'S ORDER' OF DECISION. NOTES: 1. THERE WILL BE A 10 FT. WIDE IRRIGATION AND UTILITY EASEMENT ALONG THE SUBDIVISION BOUNDARY AND 10 FT. ALONG THE STREET FRONTAGE OF EACH LOT AND 10 FT. ON BOTH SIDES OF REAR LOTS UNLESS TN, RWI 0 E SE SHOWN. 2. SIDE LOT LINES ShALL riAvc A 5 FT. WIDE GENERAL DRAINAGE, IRRIGATION AND UTILITY EASEMENT ON BOTH SIDES OF EACH LOT LINE, UNLESS OTHERWISE SHOWN. J. SHOULD LOT LINES BE ADJUSTED THE EXISTING EASEMENT SHALL MOVE WITH THE ADJUSTED LOT LINE PROVIDED THAT HA THE UTILITIES ARE NOT CURRENTLY INSTALLED WITHIN THE LIMITS OF THE EASEMENT. 4. RADii OF ALL STREET CORNERS AND CUL-DE-SAC CORNERS ARE 0 FT E 2 UNLESS OTHERWISE SPECIFIED E SE S ECi IED 5. ROLLED CURB AND 4 FT. SIDEWALK INSTALLED WITH A 37 FT. BACK TO BACK OF CURB ON INTERIOR STREETS. 6. ALL UTILITIES SUCH AS TELEPHONE AND POWER LINES SHALL BE UNDERGROUND IN THE UTILITY EASEMENTS. 7. ALL SEWER SHALL BE 8" UNLESS OTHERWISE SPECIFIED. DEVELOPMENT DATA: - - 1. DOMEST': WATER iS PRO;AnFD BY CITY nF rAl nWELI -- : _ MUNICII-AL WATER SYSTEM BY EXTENSION OF EXIST. 12 "O WA TER. 2. SEWAGE DISPOSAL SHALL BE PROVIDED BY THE CITY OF CALDWELL MUNICIPAL SEWER SYSTEM. 3. ALL STREET RIGHTS OF WAY SHOWN HEREIN SHALL BE DEDICATED TO THE PUBLIC FOR PUBLIC USE. ALL ROAD IMPROVEMENTS SHALL MEET THE CITY OF CALDWELL STANDARDS & SPECIFICATIONS. 4. PRESSURE IRRIGATION SHALL BE PROVIDED BY A PRESSURE IRRIGATION SYSTEM APPROVED BY PIONEER IRRIGATION DISTRICT. PRESSURE IRRIGATION SHALL BE LOCATED ALONG SUBDIVISION BOUNDARY AND ALONG THE BACK LOT LINES. 5. TOTAL AREA OF PROPOSED DEVELOPMENT IS ±758, 77 ACRES. 6. CONTOUR INTERVAL IS 1 FT. 7. PROJECT DENSITY,• 3.73 LOTS PER GROSS ACRE 8. NO, OF BLOCKS IS 26, NO, OF RESIDENTIAL LOTS IS 593 9 MJNIMUM RESIDENTAIL LOT SIZE (S 5,330 SF. ZONE CLASSIFICATION OF CITY R-1 11. 3� COMMON AREA LOTS TO BE OWNED AND MAINTAINED B!Y HOMEOWNERS ASSOCIATION. 12. APPROXIMATELY ±11% OF THE PROJECT IS USEABLE OPEN AREA (EXCLUDING ROAD BUFFERS) 13. STREET LIGHT LOCATIONS TO BE COORDINATED BY CITY AND - 6' CHAIN LINK FENCE BROWN BUS COMPANY. O NOTUS CANAL 1 PON 4. LOT AND BLOCK NUMBERING IS SUBJECT TO CHANGE A FINAL PLATS ARE RECORDED. P.U.D. WAIVER REQUESTS FROM ZONING ORDINANCES: 1. REDUCE LANDSCAPE BUFFER ON EAST SIDE OF CELEST AVENUE (10' INSTEAD OF 20') TO ACCOMMODATE CITY'S COLLECTOR ROAD LOCATION REQUIREMENTS. 2. REDUCED RIGHT OF WAY FOR INTERNAL LOCAL ROADS (51' - NOTUS CANAL INSTEAD OF 56'). _ 3. REDUCED LOT AREA & STREET FRONTAGES. 4. REDUCED ROAD SECTION ALONG HOMEDALE AVENUE DUE TO TOPOGRAPHIC AND EXISTING FEATURES. BUILDING SETBACKS: 1. 16' SIDE LOT SETBACK FOR CORNER LOTS 1 2. 6' EXCEPT FOR CORNER LOTS 1 3. 22' FRONT SETBACK I I It REA� SETBr,CK 1 5. EAVES ENCROACHMENT INTO SETBACK SURVEYOR'S NOTES: 1) FOR FURTHER BOUNDARY INFORMANTiON, SEE RECORD OF SURVEY INSTRUMENT NUMBERS 200-302898 & 200443319. 2) CERTIFICATION AND STAMPING OF THIS PLAN BY THE PROFESSIONAL LAND SURVEYOR IS INTENDED TO PERTAIN ONLY TO THE EXTERIOR SUBDIVISION BOUNDARY SURVEY , 7 33 .r ,> - 'n'' ri h: s Ya,- Offil \ v..<xL , '- ,,, ;a.A., nr..t{ x 2' zy r .. ._, h" ' .+.. 0i , - s. ,.,,.., - W...rz_x . yt7f-; ... s. _. e r-iice' . '?�,:. n Y x 7 x . �_: f.u-' • .r^ .. :.. ...- :•s.. C:`pE"., °Y�, es. ,-,y �1" ' ry r t S'' .Y-t� .. Y . ta .. ..: l 1, .. 'r .... ,_. f .+, .,1�. „i'�.,y,,�:,i.a c x -..._....- - •,x„ 571 1ITT,r:'4 I, Ea" s'#a -.W' + _ _',`�i 1�kH".'bd �yt ♦ z a :. R s4''afk '^ , : ..4H•z,-�'`•Yt'a ,II,' f ''.. FR . ° '` � ' -mow, , " S911! It a �@j� g, DRAWING TITLE: zsal Engineers, Land Surveyors &Planners WiNDSOR SUBDI VISION, A P. U. D. ' =r: - PRELIMINARY PLAT 314 Badiola St. 0 Caldwell, M 83605 (208) 454-0256 (208) 454-0979 Fax r SHEET NO. 1 OF 1 Rey IT -\, �k-o -1l �- P-" a vt,U`t �,/. �1C-(02-z SHRUB BED (TYP) HAYES ST. GAZEBO EVERGREEN TREE (TYP) 3'-4' BERM OR RETENTION BASIN S ADE EE (TYP) TRIGIA ST. ' PLAYWORLD TOT -LOT -. BENCHES (T�'P) 5' ASPHALT PATH 7®7-L C7 6 PERI ME TYPICAL AT BAG 2'-3' B 5' GONG. SIDEWALK 2-3' BERM ( P) i EVERGREEN _ 6' FENGE A SIDE LOTS PATGHIN ST. TREE (TYP) SHADE TREE (TYP) 5' ASPHALT PATH (TYP) P) (TYP) (TYP) ISLAND PLANTiN.6 T�!AMENT L STREET TREES, 5HF,- PL - 1q-65t t ONUM- ENT ENTRY SIGN SGALE I" = 30' so, WIND R CREEK P11, U* 6' F NGE AT SIDE LOTS (TYP) ORNAMENTAL THE (T)-P) SCALE I" = 30' i EVERG EEN TREE (TYP) -- - MIGROPATH 3'-4' BERM OR GONNEGTION, ETENTION BASIN + WITH 4' FENGE SH DE TREE (TYP) ORNAMENTAL TREE (TYP) SHRUB BED (TYP) f 5' ASPHALT PATH �I + .. : : `LAWN✓ .. ,v' / / / / f 6' FENGE AT SIDE LOTS (TYP) 2-3' STONE WALL GAZEBO SCALE 1" = 30' ROGK GARDEN ST. POLISHED OAK ST. SCALE I" = 30' NORTH SCALE: 1" = 3O' iii.iii smmmmme 'uev Emmons%qm-.. _ namaop� JEI`iSEN'BELTS ASSOCIATES 38e PtanMp / LwKbmpe Ard4ectwo ash Mai, Street, Boise, kW o $3702 Ph (206) 343-7175. FY (208) 343-7V8 SHEET #2 OF 2 20rLANDSG7A-PE—B)FFER (TYP) SEE SEGTION—THIS SHEET 5' GONG. SIDEINP�LK (TYP) „ HOMEDALE ROAD T A PART I • -'VON ow LEXINGTON PHASE 3 PRELIMINARY PLAT l� 1 lfI' 1 I' DAYSIDEAGE -- I' u LJ :.. i. /l _.� i rf .....� �. � F.-�� '.','lll 1 I i I rll 5 I WESTON POINTE No. t BOOK 32, PAGE B 1323.3a .� V r M li i l� NOT A PART i IREW 1L ' M I i EG -' EASEMENT INST. ❑ p 1 I 1 •,. N T A PART { Na9s2z.n1•E atix,aa_ _ { ,\ _- / WINGED OWL ST. I i II i i i j i i i i i I �1 I it 1 i c I ' F NG (T P) ' e , I ♦� x I I T(IND ING WOOD ST. o N P E Ili I NA E r r V3: R TEN 1 C? ( P) j oy N 1 •'7'l A• i _ I . �.1 1l -- .'.i T, i'"''il f114 AI 1 58902324°W > i 150.w I 1 1 ROOq.�VIViVbb�Y816 �' -s��L I _ F ISLAND 51 GONG. SIDENALK AT E3AGK , , C 1/4 CORNER SECTION 12 COMMON NAME BOTANIGAL NAME 51ZE EVERGREEN TREES �!� AUSTRIAN PINE PILAUS NIGRA 6-8' HT BB$ COLORADO BLUE SPRUCE PIGEA PUNSEN5 'GLAUCA' 6-8' HT BBB SHADE TREES AUTUMN PURPLE ASH FRAXINU5 AMERICANA 'AUTUMN PURPLE' 2" GALIP BBB DEBORAH MAPLE AGER PLATANOIDE5 'DEBORAH' 2" GALIP BBB LONDON PLANETREE PLATANU5 X ACERIFOLIA 'BLOODGOOD' 2" GALIP BBB RED HOR5ECHE5TNUT AE5GULU5 X GARNEA 2" GALIP BBB SKYLINE HONEYLOGU5T 6LEDIT5IA TRIACANTH05 '5KYGOLE' 2" GALIP BBB WORPLE5DON SWEETGUM LIQUIDAMBAR STYRAGIFLUA 2" GALIP BBB ORNAMENTA L TREES ARISTOCRAT PEAR PYRU5 GALLERYANA 'ARISTOCRAT' 2" GALIP BBB FLAME AMUR MAPLE AGER GINNALA 'FLAME' 2" GALIP BBB PRAIRIFIRE GRAB MALU5 'PRAIRIFIRE' 2" GALIP BBB REDBUD CERGIS CANAVEN515 2" GALIP BBB 5PRINS SNOW GRAB MALU5 '5PRING SNOW' 2" GALIP BBB WA5HINSTON HAWTHORN CRATAEGUS PHAENOPYRUM 2" GALIP BBB 5HRU55/0RNAMENTAL SRA55E5 BLACK KNIGHT BUTTERFLY BUSH BUDDLEIA DAVIDII 'BLACK KNIGHT' 5 GAL BLUE CHIP JUNIPER JUNIPERU5 HORIZONTALI5 'BLUE CHIP 5 GAL BLUE OAT 6RA55 HELIGTOTRICHON SEMPERVIRENS 2 GAL CHAMPLAIN ROSE ROSA 'CHAMPLAIN' 5 GAL CREEPING MAHONIA MAHONIA REPENS 5 GAL CRIMSON PYGMY BARBERRY BERBERIS THUNBERGII 'CRIMSON PYGMY' S GAL DIA13OLO NINEBARK PHY50CARPU5 OPULIFOLIUS 'MONLO' 5 GAL 1, DWARF ARCTIC WILLOW SALIX PURPUREA 'NANA' 5 GAL FLAME SRA55 MISGANTHU5 5INENS15 'PURPURA5GEN51 2 GAL 5 GAL GQLDMOWGdD 5P6REA SPIkaAF�A. X BiJMAL1�,f� 'G04.DMIOUGJID' GRO=LOW SUMAC RHUS AROMATICA 'GRO-LOW' 3 GAL IVORY HALO DOGWOOD CORNUS ALBA 'BAILHALO' 5 GAL NEARLY WILD ROSE R05A 'NEARLY WILD' 3 GAL LAWN UNMOWN GRA55E5 N®75 1. ALL PLANTS SHALL MEET OR EXCEED MINIMUM CALDWELL CITY ORDINANCE REQUIREMENTS. 2. ALL PLANTING AREAS TO BE WATERED WITH AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. IRRIGATION PUMP STATION DESIGNED BY ENGINEER, SUPPLIED VIA GALDWELL CANAL FEEDER. 3. ALL COMMON SPACE LANDSCAPING SHALL BE OWNED AND MAINTAINED BY A HOMEOWNER'S ASSOCIATION. 4. ALL PLANT MATERIAL WILL BE FREE FROM DISEASE AND ARE NOT TOXIG, POISONOUS OR OTHERWISE A NUISANCE TO A PER50N OF AVERAGE PLANT ALLERGY SENSITIVITY. 5. EXISTING VEGETATION IN PIONEER EASEMENT ALONG NILSON DRAIN TO BE COORDINATED WITH PIONEER IRRIGATION DISTRICT. �1as X ®�� I 7 r A7VR 5 TOTAL AREA ...................................................... 157.Oq +/- ACRES SING-qL E-FAMILY LOTS ....... __._ 5% COMMON AREA/ OPEN SPACE/ ................ 31 LANDSCAPE LOTS PROPOSED TOTAL OPEN SPACE ............. 13 ACRES (8%) EXCLUDING STREET BUFFERS DENSITY................................................................ 3.86 UNITS/ NET ACRE PROPOSED ZONING ......................................... CITY R& 51N6LE FAMILY RESIDENTIAL EXISTING ZONING .............................................. CANYON COUNTY 'A' AVERAGE LOT 51ZE........................................ 6565 Sq•Ft MIN ACCEPTABLE LOT SIZE ....................... 5530 5c{Ft • e • • °t • + +� °e? as �' .� , ® • 4 i • *r t is y — • •R ♦• • 1 j e"•s°s RE51L7ENTIAL LOTS 20' �JFf'C-R-MIXED PLANT9NC�5 t LAWN - T LICENSED LANDSCAPE p ARCHITECT OGT®BER 2004 IND R E E K LA-82 Pie ®Do _ 0' 120, 240' 3 CALDWELL IDAI�O PROVIDENCE DEVELOPMENT GROUP, LLC ALD J, f ST TE OF ID Ho NORTH SCALE: I" = 120' vy wa�Es - NOT TO SCALE .ar uu.isr 3mummsmummEre 9111000r ammmmma_ nqm—.Maw JPISEN'BELTS ASSOCIATES Hits Pknrft J A reMiecMs AIN Mail 8"K Bdaq Wdw 037M 601 Ph (M) 343-7n, Fs (20H) 349-7DH SI FET #1 OF 2 ' ``' WINDSOR CREEK PRELIMINARY PLAT A PLANNED UNIT DEVELOPMENT A PART OF NW 114, SECTION 122 T. 3 N., R. 3 W., 8. M., -T - CALDWELL, CANYON COUNTY, IDAHO 2004 __-_-- II - TEMPORARY----- --- - --- - -- z SEE PROPOSED ACCESS ROAD SECTION NOT A PART a,632 &r _ -------------- EMERGENCY Qt _ _ --- LANDSCAPE BUFFER 2 ! NOT A PART W 1/16 Corner - - ® , ,`.�_- ._-�, _ - -- LAH Z7�sf %R �..�- ___-N 1/4 CORNER 1 Ew'nNC APPROACH-\\ f7(IsnNC APPaOACH it Section 12/t'ti - - ��' _--(�-(�-•- _-�" S CTION t2 N89'25'55"E COMMa1'AREA �T'�--- --- _ ',.�- -- -- -. __r..r�.-` 7..iV� +2�0� - :YN - ' ' L - - - HOMEDALE ROAD -- - --- - -'S - - - -- - - - 7 •e_ _ _ .♦,__ - ----- - -'- - - = j 1323.55 ,! ryh 01-t'i5'S •4t�•, ---- -- - - -- ___'< �- --- APPROXIMATE LOCATIOJI^- -. -- - ------ -----' •2%aO E+m•®%%3.J -_ _ - _ MAIN - A R T 1 W TE - I TING 2 -�... / -- - -- 134' I �, 2 __ a•, ,//�� EUj LOCATE APPROACH _rye _ I i --..•-z= \, °j Ip. 2 - sz _�z- ��._- NOT A PART ,� r�l,'• I AL ,z4 3s' " a 01m �' e O I L0 m = 1 41 42 43 in ^� 9^may/ 3 4 5 6 7 71}0 LT. 6075 &t f i .� I ^ ^'° i •�' EAS ENT N 10,066 e. f.f 7,9 a.f. 7,942 .f. a.t. �' I a,1, 7, 30 e.f. 5,980 Lf. 5,980 a. f. o'. e• 8121 a.f. 5,980 af. 5.980 a'I i 36 f 37 }B 39 J INS 11f9843777.` :`7, of. - `i 1 6892 of 6F o ART 10 12,653 s.f.^ - -'? 27,783 &/, 6,980 s.f. 6,991�a.t. 8.217 s.t. 1 I O ° NOT A P t - J .� i I m_ f Tl. i ON AREA f OZ N 6 1 ' ' m 1 372 //� 73' 52' S2' 62' S2' 62' COMMON AR ON , I ION e.. i 7p .�a - a 57 52' 57 STORK ' COMMON AREA �V • 3 Na� L7'Q'. :262.4{% g STORM RETENTION - i•iI WON r\ I r I ! o o G7szi ar. 110' i \.1 7,96 a.f. h+ --••w/ 5 --�- W.n.•.. i i - 3 p Z nM/ 4 n f 57 �1 n y`aa11G LI 35 72' 62' S2' S2 5 `�2 1 �2' $2 42 45 N8%�•E bb' 62' 82 'fi2 f! �g_,/yp3 n f1f669 n II a.023 s.t. 016 a.f. cam/ 10 I ' I 6.104 e.f. li 15 3 N � 9.809 s.f. 170' f 7,921 e.f. ,024 s.f `e .t d ���yyy -d!_ n in "+ "' o i 51 6,820 a 11 y1''�(/ - i o 0 0 1 6 i� N o o ',? d o 10 f a o 0 0 0- a o' c' S o'. •37 �1ari!"^ 51 2 3 < 7 6 - s - 2 m 121.' -tNo S 4 3 - 2 37 �/j yy ``# b• ,q, N. ",j _s/, 5 ,JD 2 h i :t I j4 37, ��a f. at 5. sf f .33.f. 5.33 .f. 5,330 at 5,330 a.f. �.330 &t 8,342 at.N I 0.820 1 8.096 s.f. f6,820 a.f. '6.020 &f. ^6,820 a.f. 8,778 a.L' 7 T NwM�5/.7 - 58 �I t 11 2 I it 5.720 5.9 &f vNi 1" I 114' 1 ' 5,720 s.f. 37 'lr 11 J' 17 C 117 110' 110 r 1 I � :! 72• 'I iv 13�2 �':._46' 62 62' 6'. N I w7� 55 isa• 3 m t2 &L' fl�zM 1T `., iV HA I \ 5,720 f. 110 6, 411 Lf. 6,720 1L 0.620 a. t. 6,820 a. i. 5,720 af. k. 113' I ro n bl o 0 0 �, i _ , •Q�% I � 407 af. �+ 1 in � � 41 fi at. 1 u4_ :.� I�3 m I ®_ w y� I � , in n n :'� � it 223 a. f. ' 7. 110' 1 I a� 9 g l i l I: o o 2,, l ',.. 0 19 1 7 4 13 �, 3•j3 I es� i'7 TRI CIA A t10' 110' 110 _-._ //" ! f lI, j 24 23 22 n t e.f. af, 333000 e.f. 555333333000 a.f. ON AREA ^ 7,T94 s.f 6,355 s.f 5,330 a.f. 5,330 s.f o 5 s.. 5 af. 5.33�a.f. �,3� 4 af. L�RETEN 110N V 4 I 32 1 ©\ r y q� ,�f CJJ, 4 ,� 13 pO "5� I 5,99$ a.f m /� /�� -.I 52• 52' S2' S2' 51' w 862 e.f. 5.7t o,3 \ 75' S2' s/2`� 62' 62 P. �J "'• •5,9a0 af. '^ 7 0 e.i. 5.72o a.f. N a 1 5.720 s. "g is ! ' n2' •l•V it 1 < o o o I� o 1 4 ` „O' 110, 110' 11°' f _ 50 N 15 4 `l �3 » 5. 20 n CZ 22 t ' 1 _ 8,042 e. f.' 5.720 Lf. 5,720 a.f. 8� --.6,8 0 a.f. a•i, iv W _ p� M 23 8 N 53 `� 31 A . a 8,632 &f. .! 110' AREA m 6,820 at. iO5.720 a. f. 5,720 Lf. m Q 6.820 a.t. rll, I' 6,943 &f. ro Il% \> H A T V SCAPE BUFFER I i!: -- REnON 110' 110' .. 110' INS i ,I 112' 72 \ sz' 62' sz 52' t o 49 e 1 0 16 75' S2' 52. 82' 62' Q 110' 11 I. 30 iv t03' ® 102' Q 't i\ 50 L 3 880 a.f. 1 i 6820 f. 68' S2' S2' S2' 2' !! f n } /1 �-� I 52 a ''N" ^. 1 i` 2 51 0 \ .1 10Y MON AREA q 110• /`. / -/-.5,720 s.f. 75 - I 1 QI 11 S.Ba1 af. ,n n n w.n \ 4 5 a 7 - _- ,f ` 0 6,820 a.r. CO 4 I 07 aL 1 ���a 51 S720 af. � 1' �' � iQ} 7 s.f. 37 , � f. ,f. 5,330 af. 5,330 af. 6,355 Lf. .1�/ g 110' 110' '4 , LLl„ I ' %/% �,f. ` 37 1 '7,294 a.f. 5, a I 1G it 17 N 18 17 16 15 738 +.f. J [� .',`1 + m 8289 a.f. �.5,720 af. 5.720 s.f. 6,820 s. f. 6.820 Lf. ., 7,471 s.f. 5,720 ed. 5,720 e.i. 5.714 s.f. ` 51. N is Ik ^ •LI -�-� �� 16 "l r ! '' ems. 29 .`5 z ` 3i !z` k� c i SNOT A PART 6.820 1 ,5. 2qs 5,720 a.f... m"' ��.I-i 71 II. 950 a.f. h 2 , _ •�- .: :. 2 n 7 m 5.720 af. N 18 3 N \ ta, W 5 1. I �' 1 110' S . 110' 6,820 a.f. 33C1 62. 62• 0, 88• 52 S2' 52' 71' 110' I �l I : 5.330 af. / <t 115' Q ,865 s.f. �� 52' 52' 110' c[1 ! ii 103 a.f 1°Z' n n nyA\/ e S ,, i� -_ MON AREA 5,720 af. 'n r 5,72 &f. i° iv ,� 77 ' 4 1 ' 5,059 e.f. o o o _ � •'� `, 9 RETF,7'7TION < 10T ��ta7 r7 110' ' 8 r � , 6,820 s.t. 0' -n -M ALEXA ST. 5.720 &f. kk!1 1 e' y,33o acs,33o af. IIIO ! z', lie 0 I y ,03" S 7 I , '� I I _ iv --..19 N 62' S2. 52' 72 - 72' S2' 6Y 7J, I 49 n - I m �' 7 ' ,720 e.L ry 18 1 7,364 af. •"' 74 5 it 1 �\ ',52' S2' 62' 81` 7122' 815,44E BUFFER 72' Sr ST ' 'I D�CAPE BUFFER t 9 1 1 I 71 ' 0 3 0 0 0 0 51 0 0 c/ o 0 181 710' 5.720 s. f. 5.720 af. I. e j ) 720' 102': I _ (�%a//� _ }{ m ,330 &f. If 1fi1• 1 23 f ' 44 45 48 f47 110' 0 i'� 10J' _ zt 37' f s;rzo &i. 6,azo ..f. 7,996 off "� E ING BI CH 6862 &f.' 5.720at,' 7,834 e.f. io 7.919 a.L^ m m`. 26 iv 6 n 72• 62' S2'I 82' S7 52' ` t27 v P ^ 10, 43 a. 13 f, cJ .// 10 m 5,720 s.f 6,21 af. "' 330 &f- 5,330 5103' 1 1' 74' 6 S' S' 7 152• 52' 62' 68' t10' 1 1 0 0 , 7 8 f Li :T • 62' S2' 82' S2' I ¢ .,,,x # '' 25, I 1 2 } it S 6 6.372 a.. i 723 r//r a 7,294 s. f. f �' /�� ?0 � 12 ,',y � 7 "' 8,355 e.f 5,330 e.. a . 8,355 t. 5,330 +.f.' 5,330 s.f f 7,775 a. f. I '. 1 '.- 27 o tee) Yo o V / n I 5,720 a.t 330 9 f. 11 5.330 a.f. N h\ o ;o t 20' 41 40 39 39 5,720 s.f. I 110' 110N 103• 5 42 S. 5.720 s. f. 6,820 af.. 110' 47 at. U 1 7 ' 7 m 1 N i � JO 29 f ZB f '7,834 a.f.' S.720 i/, 6.820 e.f. 5,720 s ,0 51 , oar f e.f. fi,80 s.f. .720 e.f 5.720 a.f. 5.72G s.f. 37 _7,595 j 8,820 &/. 5,720 _ 24 N 7 f. 0.835 e.}. 1 n Z1 m ' /,455 a.f. m330 &t. In 2 m y�-w/y' I ; 72, 52' 62' 5,720 e.0 37 6.820 a. f. I: i . '�/ ,31 0 s.f. 52 62 ST' (L`` rrr/// 120' 103' 107 ,.s g2• 52 82 S2' 52 S2' 110' 110'�' " n� 0 9 i J 51 8 n 15 o t4 r 1' ,2 it c 7.598 af. 6 1 ^ 1j\\\ iItt I i I 7.294 a.f. 355 af. 5,330 & . a , 6,3w55.af. 5.3J0 af. 5, 1 6,370 s.f. � 13 :`"n I. Ili .-' 10 9 iv 37 If i t -V Il / tat I % 1 a _ m - :? _ Vs//WV c A. -.a \ BI • �,5' 76 8 /10' m 8.367 &E f� •72, 7 fl 2 62' 52' 62' s2' 76 Q L : I 120• 103' 102' - 80' r o 36 m �� 14 I III. y� I y 7: 420 9.f. :n •��� 'I Z \3� 7 8 6 820 Lf. 5.72 f. 8.280 off 37 110' 125' �,.. _ _ ;.i' 5H A - 62 5 52 72 g v _-qy BLA�VT ACCESS EASEMENT 7 f 7.9-12 a.f 5.720 e.f. 5,520 &f. 5,720 a./. 6.820 &f. 't 6,820 a.f. 5.720 a.0 52'S2' S2 52 62 5 ; �I o' 3 S35 s ( 1 N N N I L 7s�zTa,f, FOR ADJVENT:\#:AND PARCEL �'I I•- __--- 52':: 78, `° 6.820 Lf. N 7.639 &f. ro 1 N N iV it a' o o_ 0 72 t 4 t5 6 !7 to - 1 7 \` y 13 62, 52' 62' 'i•b 74 52' 62' S2' 62' it l I 2 0 0 4 c,. 5 iv - 110' - -I ! 3 f .1. 5 330 a. f. 5,J 330 f. 6,355 a. i. 5.330 L 3fi m N 1� S, &i. 5,330 a.t 5,3 1. 5.330 .f. 5,3� 1 'i , I 6,37 s.f. COAfMON AREA 5,578 a. f. + 6,811 e.f ./'so 8 �I 44? A 16 ' I L Z - STIX6A RETENTION , V ps T _ - ___ - 11.326 a.f: 1 {{{(((sgg ••• I r 1 t t 0' b oINO- w o I a 0 12 110' a COMMON AREA - ML' - - v Ms! I a I IA .I b� ". c o 76 15 14 1} I STORM RETENTION �: 10 t 2t �. 20 19 to 17 - g 8,177 e.f. 3 . . 37 iN 1 } \ 720 s.t. 0.820 e.f. 5, 20 s.f. 6,820 9+ -, i 8,820 &1. 5,720 a.t. 8,82o af. 5,720 af. 34 NY t7 iv S2 62 52 52 2 .1 i � 1 ,a ^ e, 79 e.. 5, 6.820 s.f. '° 6, 9.f. m an•� I{ 6,312 a.t. j ' 6.820 s.f.'s•' n I n n o _ YYY 122 110' 76'. 110' 110' !i I m c no o ~ o nli o o_ 1 1 I 52' 62' S2' c,4 iv �. I 30 - 29 2 f27 26 - 25 2 f af. ' 3 a.f. a. f. 74' 52' 82' 52' b2 33 18 N m�8.820 at. m �'. '" 5,506 s.t. f8.35 s. f. 5,330 &f. S,S e.f. 6.1 9��/}j 14 3 .1. ,330 e.f. 6/,35�5 ,s 1, �3� a ' ( � 38 1', _ - __ ;�,�� 5.720 s.4 110' i I 5.720 a.f. -- - __ n 1 y 110, HAYES c o' 110> x I ; COMM RTE na+5' gy 52 Sz` 72' 3 NOT A PART jTOR 133 C4 I }j1 _. "..,.'m.H' C m 32 N 19 , ry 401"5.720 Lf.. i 39 m I 1 Q r J t iV Lfi 6.80 af. " 6,820 &f. '� 7 110' I' �I - 125'I'7 R 7.595 s.f. 1 .620 e.f. PHASE &°67 a.f. :n O 3 li �j 1 22' ^ I C, _ 110' 110' 132 `I;: ! .) ,2 102 107 1 II N.: k.i I j ! , • _. \, Fj/ 11 31 t� / 20 _ i ',I I '^ �1020 at 1 6 I 13 N _ 1 485' a ! _ _ 15 t64.485 s. f. _ - <• n `vi _ ..-_-�'1,0 'j 4� N I AREA - _ a.! ___5720 &f. 112' h t r 51 6,370 af. 15,H3 af. If -_ -- n r I PRIVATE GRAB/ TO BE COMMON _ - -__- _.. _ -_ 48 af. I t fi.820 a.f. '� °P RETENTION- I !,1 7`--9.f, _ :_. 1 - _ - .__. I !' „'1 04 a./. 37 N 2 17 ABANDONED PER I 13 n STORM _ ii,.. -_ _ 20 _- . __ ` - h, 51 2Y � LANDSCAPE BUFFER 1 0 » ..- 1 131 ! '. t is iv 33 ' ai 102' 102' �.480 e.f. i° i :E: vrs^,' 1 ' 1720 a.f. ... t10' t2,678 Lf. ( / r 'gr 30 n 920 a.f. !I '� .87E af. 3 106' I COMMON AREA '4aw - _: C,' 110' PRIVF BE 5,720 s.f. ..,720 s.f. 1 - 3 iv 4^. 110' 1t3' ��� <.. . I�1 to m 1. 81, k _ ( n 110 110 I f iv T O it 3 ry V� I u�41''. 'R ', 12 O fry $,7TO of : ���7330° 7,fd43 ..f. I" ",852 af. y4':: 110' II I ^ iv m 102'af. i°' 5,3 a s.f. 'O 3 iv 1 9,449 s.f. 13o a 34 M ITH STREET 34 , :. , _ 0 1 ,l 29 22 'Na : >7..720 Lf. III II I 19 6.996 Lf. � I I'. COMMON EA . 1'998 ar. '•`" 90 L/ 3.071 &f. 6,820 s.f. 0.820 af. \ _` _ 9 _,. 4 ,„ 1t0 ,I { -ii}' iv 11 iN 4 it STORM RETENTION COMMON AREA `._._ 2c COMMON ARE= 'n 5,720 s.f. iO I'I 110' 110' a II : I' < 0 S.f. .330 Lf. '� N 4 - C _ • '. , �� I I �102. W 110' Q� 129 �, '� " < i 105 110 ` 1 35 879 n.f.. _ ,• _:. Leo--�•,,.,m \.. 28 Si 23 ,Nn !!V_ t10' 6,985 at m U �J �•., _ 5,720 &f. 5,720 af. ", - j T.584 e. f. 1 COMMON AREA ''-�- -.. .~�`. " 6.879 af. iO 110' 110' `!'il ':'I, 11}' N 10 m �, 5 m 1 COMMON AREA Ji5 af. 385 s.f I,I zB 110' 4� _ \ 128 76 III ,, 164 &1. COMMON A __ J 27 ri 24 n � 6,842 e.f. ,i f ,. '-. - 6'' : 5,720 s.f. °j 5?20 e.t. i° ^I 36 :n 100'y._.y.•..__..p - b5 � I sr _- z 6z r t no, o �,azt a.f y v 6 U 52' or.' z NOT A PART i 1 '39' S2' a\\ � c 110' w, 9.03C af. Z 1 ��. \�, 't rf.'� 1 1o'.i '"�u1 at.s,389 af. 11 W I I j O _ Ij[t^-'3 I� 51 :1' _ °$' 10}' Edo � N _ t± iV N O V c p b_ b_ _ .r f, {iF1 6 `/�s�) q•, iv n 0 0 o f o 13 u < 1 i - 'C r� • 8 920 e.L 7,77Y &f.' �J 25 n 127 N g o 7 0 10 11 2 �7T89 of 5 F 3 \ J - 20 af. a.. 6.820 s.l. 6, n 26 N N'37092 s.f. 37 6 �2 `�.. I 1 7 z ^ 7.768 Lf. - !�I 16 1 a.f. y,f. a. f. f 351 af, 5,330 e.f. 1 W I 5,720 s.f. $,720 a.f. 5,720 af. 5,720 a.f• g,597 e.f. ) .,88., s.'. n n'.'n, 786 a.f. S I 14,608 &f. ][ I p ' :' l '$LANDSCAPE BUFFER Q u I,�� -; i 1:0, 11T 1 I 8 N' 372 I.J.a. f. 110' 1''� 4t 110' I 7,731 &f. 7,Q5 at. I '• 1 52' 62' 62 J 48 L, � � � � s � a2. 62' 62' 72' S0 1 � 52 122' - 5 2 52 .< 52 52 0 95 :. V\1 N 105' 71' .I:..- r ST \ N�.785 a.f. ^L� - CT M :i v 3 N �%► 2 - POLISH K s._7o a _ - i M '----�'-- Cam' _ 'V � - 62• w CELEST AVENUE _ i i sz' 62' >u 52' 62' 72' 62' ti � 62' S2' POSTED 82' 62' 6Y 3 a sz +~• ; SHALL BE '_.,6 ' C o o �/1 _ `! o X 5,830 fry ~) S/ o Z .=or( �7O � �/ o 0 12s 10.136 of t 1t' © I, .. T„ O N / ®25 M.P.H. .�! -/ ( r it it - T = ' iz° f 121 122 - ''Oa-. 0 8 0 n [ _._r o- -.-__ 1t 119 123 ,24 0 f ___-- n -n =-J706 e.. _ _ - ,,._ - - 7 n : 117 118 6g20 e.f. �5,720 a.f, 6.820 af. 6.820 s.f, 5,720 af. 8,820 s.L N o "I `V o a I�- 10 11 12 S 13 t2T 7,743 &f.-- _--_....- / a.f a.. __.'=T-__-_ __. - _:_ � •_ _ - af. 6,820 a. f. 6,820 f. 0.820 st. 7,398 a.t. 6.80 a.t. //�����_ � 4 ? 5 �- z. �5 7,388 ✓. 11 - - a . 6.H2O & 4. 'r. 7 , �` N i 8, 6�it f. S,y� ij3t/ 5.f./q _ F%� 6 gilY`` l \`` 3 4j v Y1i ±ng -- 67 62' - 52 62 8' S2' 62' 7T :• t 1 •B; `'/. 8,31C s. f. f. a. 12Z- 1 v 9 r 110 4, 6. 62• B 1 139' \ 6 5 729 &f. 0 820 9.f. 52 52 - _ _ - -- 1 :. J w, 52 52 S2' N I, m�• m g, ;' 128 B 62 P.. r I I � i : `E� ' 110' I 110' - r9i : 0 b c c b b b o m `. ll 1 5.6 41 af. 95 'n in6.370 b a _ _ _ _ q , , , :n it _ m H8 81 79 78 77 76 75 j.. 0 21 0 0 14 0 J. i4 7 n .:, o .o !1g 17 18 t5 122, I - f� r a 83 e2' I f662 af. 5.7 aE - 22.549 s/. t_. 720 a.f. '^ I 109 i° 9'064 e, .. - �" 85 4 s. f. 5, a.t. 5, e.f. 6.820 a.f � 6 0 s.f. 5,70 s.f. 8,8 af. COMMON AREA N9, �{ �, �. - 7,9{5 -±.f � 24 � 23 � - 5@ v 5.330. .f b,33° a.f 8,355 s.E p7202 & , < 5' r S.720 af. 8.518 s.1. 1 42 5�20 s. f. 6.8 ` o _. `� STORM, RE1ENnON N - « °' 5,330 s.L 5,330 of 5,J. 6,oi _ ` `s"�� � 2aa,,l,/�� 6 LV }, 170' 110' 110' �e/� `w 1T 'a510g.}. 7�1 ' I-g2: ' h 52' 1 �f ly I / - &�Ia g2• 52' g2' 62 I 1 �' 2 i2' �: 2 _(BZ 122' . ,aJI_ iW- �\j 62' 52' _ 1 SS I i 11 ._- N 108 89 ¢i 74' !2' 2' `'. 43 st. !� 6.820 &f. 1p 5,720 &f. "' 5,720 ILI. r , y'1;0,982�, i 110' .110' ♦tn t`) g 'it 1�'"N°N l 7.442 af. �^ NDLING :n M I 9 I 1 ° i MARNA ST. 74 i 884+ 1t1 78af. 1 i1 13-f �' 66Vi56 a! m PROPOSED HOMEDALE ROAD PAIN7 STRIPE SECTION 12 iv 107 90 m fi2' 82' S2' 62' fi2' 62' 83' 1 52' 82' S2' S2' 73' i n 5.720 at. iO 6.810 a. f. 'a ,820 aL -'tt0' 1is 62' d \ 14 m 62' fit' 62' S2' 2'' .. 8 O ' I o O 0 7,85E s.� m h 7B N N N N 51' tt0' i ;�� 3 I� 0 5 w 'I •` I a 2� - -�y/ 7„ a o 0 0 0 1 �1 (FACING EAST) ,I 110` 110' 0 0 0 I �a m 1 *? /'La No No 1g 1 10 t_t j8,2 6 e.0 2 < .f. U. 7 s.i.�720 s. f. '� 2t ° �: �'. a.f. .f 'f. f 11,029 &1. NTS t �:� ,y / 'N ' 13 N 1'. f 20 af. .5720 a. t. 20 a.}. 0 a 3� °'� ,.` O t10 m :n j n 5 f7,850 '4 8,20E &f. 8,355 sL 6,355 a.f. 6,355 n.f. ?\ •�/ I 5,720 af. 106 it N 91 m 0 i ✓ + aaa/// _ _. _. / 110' 6,820 a.f. 111 8,820 &f 37 110' :1 ' 5,507 a. f. B2' S2' II / 110' 110' I 6 ' 72 78' 62 82'i52' S2' S2' X P/L . - 4 47 it 2 5 6 52' 6Y 91720 &f. f� 10fi 3% 98' S2' 62' 52' 1 I ,i• -_51 t^- 1� 52' S2' r '� � I � m � ' 10 ,�_3 � ��/1 37' BACK TO BACK N89'26'31"E 1323,79' 1 6 12 7 M LJ Q 0 LEGEND 4a FOUND BRASS/ALLMINUM CAP MONUMENT I@ FOUND 5/8 INCH CIA, IRON PIN 0 FOUND 1/2 INCH CIA. IRON PIN o FOUND PK NAIL CALCULATED POIN1 - - - EDGE OF PAVEMENT -- - OVERHEAD POWER LINES -- -- FENCE -- : - -- EDGE OF GRAVEL f- DIRECTION OF FLOW - PROPERTY BOUNDP.RY LINE - - - - - - - EASEMENT LINE -W- WATER LINE -S- SEWER LINE --�►- DIRECTION OF SEWER FLOW -SD- STORM DRAIN LINE 00 TOPOGRAPHIC CONTOUR LINE OF EXISTING GROUND © POWER POLE C- GUY WIRE CATCH BASIN ' LIGHT POLE } FIRE HYDRANT BLOCK NO. ® TELEPHONE RISER LINE TABLE LINE BEARING DISTANCE L1 NO3'36'37"W 114.98' L2 543'48'58'W 1 6' L3 369'33'59"W 93.83' L4 S01'28'07"W 101.92' L5 S00'32'S9"E 248.25 L6 S89'27'01" yW 182.00 1_7 I N00.32'59"W 1 248.25 ! CURVE TABLE CURVE ARC RADIUS DEL TA CHORD BRG. LONG CH. C1 165.21 255.00 3T07'14" S19.06'36"E 162.3E C2 182.61 ! 315.00 ! 15-01.33- S30.09'26"E - 1 � • / r i / 1 1 % I is I r / • / `Q�/r �I n111.7.nn - �; ,, ,. - - am" • LU MOSS LANE jl Q �1 LLI Q J KARCHER A VENUE VICINITY MAP DEVELOPMENT SCHEDULE: FIRST PHASE - 18 MONTHS FROM CITY COUNCIL'S ORDER OF DECISION FOR PRELIMINARY PLAT APPROVAL. REMAINING PHASES AT 18 MONTH INTERVALS FROM PRECEDING PHASE APPROVAL BY CITY COUNCIL'S ORDER OF DECISION. NOTES: 1. THERE WILL BE A 10 FT. WIDE IRRIGATION AND UTILITY EASEMENT ALONG THE SUBDIVISION BOUNDARY AND 10 FT. ALONG THE STREET FRONTAGE OF EACH LOT AND 10 FT. ON BOTH SIDES OF REAR LOTS UNLESS OTHERWISE SHOWN. 2. SIDE LOT LINES SHALL HAVE A 5 FT. WiDE GENERAL DRAINAGE„ IRRIGATION AND UTILITY EASEMENT ON BOTH SIDES OF EACH LOT LINE, UNLESS OTHERWSE 5't-1 14. 3. SHOULD LOT LINES BE ADJUSTED THE EXISTING EASEMENT SHALL MOVE WITH THE ADJUSTED LOT LINE, PROVIDED THAT THE UTILITIES ARE NOT CURRENTLY INSTALLED WITHIN THE LIMITS OF THE EASEMENT. 4. RADIi OF ALL STREET CORNERS AND CUL-DE-SAC CORNERS ARE 20 FT. UNLESS OTHERWISE SPECIFIED 5. ROLLED CURB AND 4 FT. SIDEWALK INSTALLED WITH A 37 FT. BACK TO BACK OF CURB ON INTERIOR STREETS. 6. ALL UTILITIES SUCH AS TELEPHONE AND POWER LINES SHALL BE UNDERGROUND IN THE UTILITY EASEMENTS. 7. ALL SEWER SHALL BE 8" UNLESS OTHERWISE SPECIFIED. DEVELOPMENT DATA: 1. DOMESTIC WATER IS 20V'DED 9Y CITY OF CALDWELL wurviaif-AL iY•r17Lrr -5Y _� TEM BY EXNStON OF EX/S7: 12"0 WATER. 2. SEWAGE DISPOSAL SHALL BE PROVIDED BY THE CITY OF CALDWELL MUNICIPAL SEWER SYSTEM. 3. ALL STREET RIGHTS OF WAY SHOWN HEREIN SHALL BE DEDICATED TO THE PUBLIC FOR PUBLIC USE. ALL ROAD IMPROVEMENTS SHALL MEET THE CITY OF CALDWELL STANDARDS & SPECIFICATIONS. 4. PRESSURE IRRIGATION SHALL BE PROVIDED BY A PRESSURE IRRIGATION SYSTEM APPROVED BY PIONEER IRRIGATION DISTRICT PRESSURE IRRIGATION SHALL BE LOCATED ALONG SUBDIVISION BOUNDARY AND ALONG THE BACK LOT LINES. 5. TOTAL AREA OF PROPOSED DEVELOPMENT IS ±157.09 ACRES. 6. CONTOUR INTERVAL IS 1 FT, 7. PROJECT DENSITY: 3.86 LOTS PER GROSS ACRE. B. NO. OF BLOCKS iS 26, NO. OF RESIDENTIAL LOTS IS 596 9. MINIMUM RESIDENTAIL LOT SiZE IS 5,330 SF. 10. CURRENT ZONING DESIGNATION: COUNTY "A", REQUESTING ZONE CLASSIFICATION OF CITY R-1 11. 31 COMMON AREA LOTS TO BE OWNED AND MAINTAINED BY HOMEOWNERS ASSOCIATION. OF Twr DDIJ17r7 Ic BEING USED oS L OPEN AREA(EXCLUDING ROAD BUFFERS) 13. APPROXIMATELY 8% OF THE PROJECT IS USABLE OPEN ., AREA 14. LOT AND BLOCK NUMBERING IS SUBJECT TO CHANGE AS FINAL PLATS ARE RECORDED. P.U.D. WAIVER REQUESTS FROM ZONING ORDINANCES: 1. REDUCE LANDSCAPE BUFFER ON EAST SIDE OF CELEST AVENUE (10' INSTEAD OF 20') TO ACCOMMODATE CITY'S COLLECTOR ROAD LOCATION REQUIREMENTS. 2. REDUCED RIGHT OF WAY FOR INTERNAL LOCAL ROADS (51' NOTUS CANAL INSTEAD OF 56'). 3. REDUCED LOT AREA & STREET FRONTAGES. 4. REDUCED ROAD SECTION ALONG HOMEDALE AVENUE DUE TO TOPOGRAPHIC AND EXISTING FEATURES, BUILDING SETBACKS: tos - 2. 9T „ s,6zo a.r' 1 i ' t N N N c i o N 4 _ € - 1. 16' SIDE LOT SETBACK FOR CORNER LOTS ,I t1o• ,_ , ,` n1 ! • N 2S z6 N z7 i'� N r ao - 3. 20' FRONT SOERBAOKNER LOTS 5,720 ..1. -U3720 at 110' o Io 0 0 °' '1' . i* - ♦ _ • :n .5570 ai. l o S o �, 29 30 31 32 33 18.51 1&,Y 170' 110' n 9 m t m_ mil/ 71 T 3 o f } of 5,3 a.7. 5,330 af. 5.3 a.f. ,33 s `i�'f,/ � I ,748 e. t. S' i _ /j1\� 4s ,.f. f 5,f�1'.f. ss2o a.+. s.7zo of 5.7zo e.t. zb ef. fi.z9z of ' °� 8,fizo a.t i of af. s�7��Q�//��. s.3ss af. s,3\3o a.f. ��(�pj//V, ts.5 t6.5- 15 REAF� SETBACK T INTO SETBACK 170' < 104 93 N 5.720 &t. i° L 1,�! 1 t10 N \- A` $,720 a.f. i° 720 a. f. "N 110' l0 V 4 r } y f5 g, of sz• Sz' sr `' z' 5. 1' EAVES ENCROACHMENT I 15 1, 110' 110' $2' - 52 S2' 6T _ 0' �I 6,' I m 8.820 Lf. m Ii _` ry 62' 67 y 52' fi7 70 p N� 8,820 af. V' 103 14�72 94 re 020 &f. '� 0..^�� _9 5,720 a.f. 0 &f: < - S'-'. r v tt0' i1 46 _��r� ' "1'5 .y PROPOSED INTERNAL ROAD '.SECTION iv' I is'- 20it I 110' 110' 110' Ui '`) O ' ; .671 i/.' O s.7a.f. ^ + Z 7a (_�`II NTS J % 1l0' I O ry - 57 52• 52 g2• 6B' 62'- a2' Z N ,726 a.f ` 110 on 1q i 7jf� n iO / 1 0 0 -1r R A m` 95 m (n ,7 0 s.f. m 6, ai I rvo Z, +- NO ' 49 ^'' to o c no o I�1'�,� 27 28 �9 �0 V M E a Of! % /`�/. 1 I I \ 1r f 6.82o s. r. • 6.820 o.f. 3 p b b b b o F'} - 1 o 5.692 e.f 1 `\ 1_ �� ✓ 1 A' "1�.CV W•�.. \�•'./,.1� ` C�}r \ 170' 'ti o b _ • 5,724 s. f. 1! 5.3J0 s. f. S, a.f. 5,3J0 of 5,3J0 s. f. �( `-T- I� ` J �17 it F _ 8. af, Q 70 s.f. m ti0' 110' a 3,2M� y 88 1 1;1' 1 5...f. 5, I�I �u CJ 6 1'. 'r .t z e.f, e.f. 6 .f. 6. 0 f. ..f� 's,7zo &f. 4 P SURVEYOR'S NOTES: 110' a.. as h e. 5 • t0 - rn 1 .i, 52' S2' S2' S2' 48' 101 96 iv 5,720 s.f. n I. 2T ID 1 N � 18 it n 5,720 a.f. iO 5,720 e.f. '^ 110' ,921 a , m Aft ,1 ,74' 52' S2' S2' 52' t - } D OF SURVEY i 720 Lf. 110' gg• 6z' 62 94' �•e6s'.f. z 94' W �` ) INSTRUMENT NUMBERS 200302898 & 200443319. I. 62' s2' S2' 62' g _ V�+v- , `+`3- 1 FOR FURTHER BOUNDARY INFORMANTION, SEE RECORD o' 52' 52' 62' S2' 88' 1 ,. 67 o c o o �' i 12,171 e.f. $$9'23 24 Ql�t.>. l,: J Ly�/� 1', � , U 6 0 �T� Q jI 100 9742 I 'r 4k - N. N 144" 41 150,00' \ I�- % '0 5,720 a.f. 5,720 a.+. �^ �8,820 af. o I $1 1 f ;�„ c .1.• 2 CERTIFICATION AND STAMPING OF THIS PLAN BY THE PROFESSIONAL 5.7210 &f. '� 1 110• 51 11 1 �: ! S ( I�1, ��� !_i - �1. 51 .745 af. y 7. + 5 a. f. a. t. f ,II, s. f. ^,� 1 \. 1 vv fV Yj L. �' 1+�c ) no' S1',. '� 37 _ - 39 38 37 ' \36 35 34 33 32 ?,7 Y;� 1 1.11 t10 p I 'i I s_ - !0 R SUBDIVISION _BOUNDAR SURVEY.PERTAIN ONLY TO THE EXTERIOR a.. a.f. M� &f- 8.A20 a. 5, fat 5,70 a+. '6.80 ar. 5,720 at "6A93 al. 66 .. .p,. 10 6z=w = LAND SURVEYOR IS INTENDED TO _ Y 52 Sz S2' NOT A PA oM _ ' -__ m s2 sa I I gg q 98 0. 41 n N ON f1/l/ ..' 20 iv ^ 8,64 a./. ^ 8,38E Lf. ^ 7,986 3.1. - 6,820 &f. 1O _ - _. -- 62' S2• 52�� gy 52' 52' 62' 52' BE 1. i N / 6 �' I t21 ry.� 1 't ivi BY s2• s2' sz• I'z' N N i, 0 6,�48 a.f ll OI NOT A PART ! 5,720 ad. t!i M 110: 62' S2' S2' 52' 62' S .F 108' t - _ I 72 52 52 82 i� \ `� 71 g2' 52` 52' 82' 52' S2' A o +� 85 1 I 0 \ o ^ o o_ ,/ 14,085 a.f. ,1 1t' �/1 I / r' m i. �/y/� aa� b_ .o o ,v = Il $A.f f . 5 .t. 3^ af. N '� • 5.72b s.f. 'o a �/� o o Zo i� o_ y '..; `m w / 80 61 g2 63 6 54 'g 51' a.168�/�r 4 , w 31 SA .E 6820 &f ,70 s.f. 720 s-f. 5.720 a.f. 6,a2° &f. 5,720 aC • , ! 13.950 af. 110' -. - '30 r e.f. 20 .f. af- a - - /�/ 8588 e.f 25 1 6.8 0 &f 5,720 &f. 5,720 &f. 6.820 s.f. 5,720 &f. S,720 7 a+, -i1 `�"' • �' __ _ _ fi.ma.f. 21 14 1 �_ i 300 - 23 �. 'a '..., 52'. 52 57 52' __._.'--.,-_ .• II �:�.-... ... _ _ _ ._-- _ 1', v I ``�____-_ _-.]a9.: 62' JIM - - - N - -- _ - - - _ ._ _ _ ��� --�26' now � CORNER S 897E 24 W - - cw 1 /16 Comer ^ c SEa -----' 132@1?," 6791af MOSS LANE i SECTION - COMMON AREA Section 12 Ln .I W 1/4 CORNER II ! SECTION 12cr) 06 NOT A PART DESIGNED E rt a co O N Z NOT A PART DRAWN BY. 11 12 1CHECKED 4 13 E APPV'D BY 14 < 3 24"W n MOSS LANE 56' E 1/4 CORNER SECTION 12 CLIENT: PROVIDENCE DEVELOPIYXNT GROUP, LTC. 701 S. ALLff ST., SU11@I 102 MERMIAN, ID &W" PHONE 008 322-8992 5 1, NAB", iteldf Mica Professional Engineers, Land Surveyors & Planners AIM 314 Badiola St. 0 Caldwell, ID 83605 (208) 454-0256 1 (208) 454-0979 Fax DRAWING TITLE: WI NDSOR SUBDIVISION, A P.U.D. PRELIMINARY PLAT J08 N0. MY0804 DWG NO. MY0804revH 7 21 04 SCALE: Vert: NIA Horz: 1" = 100' SHEET NO. 1 OF 1 Rev FiELD BOOK NO.