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HomeMy WebLinkAbout96-10-SUB WEST VALLEY ESTATES ATTACHMENTFop 12 9800 Clk�,tc�E o �c'IfQ�sT 33 F 4 • •% 3 DEWEY LANE 9 � 8 7 6 8 � •a. Yr 3 2 4 5 6300 I . .�.13...,. \ I I _ ROSS LANE i I I 12 �OqT F 11 �<TSSE d °It 10 PCB Y 9'9p �S 8 �d �Ie( 2✓ 7 ati F _ R11-i 9ti y, 1 %/�O�4�d J' L�/��J'° 3 /'9Za 4 ���'h' �'•(� 3 6 Jost .f < r g 92.1f 91. 92. 9 9J 3. 6 � i USTICK ROAD LOT 4 42.15oc. I 3000 1 FOUND BOLT NB9'06'20"E 2649,72' _ - - 33 34 --- - -'- ----__ -- -I-- 825.79'------------- - EP---------- 4 3-------EP------------------------K EP------ �� - - -° USTICK ROAD soon Qoo"E-� N89'06'20"E 7�6 w I I I I �i 40100' ?V 20' SEWEF. & WATER � • , x^:,• k EASEMENT 'PIN I wit- FLi �iIv,y, Gt Inls d I e�} Z ✓ a. i 'r. -,11 r �xl, e i :'jc• O O yR9 PF Syr ., + 10 I w ��`4.�.t ae rn3AF n t - "^K��� n'yt..T1 �9.3'� i .�rJ s,,✓ t� f --: ,; v r •Y, if ,�' �%�' m h - COMMERCIAL C-1 (PROPOSED) 10.95t Acres rn 0 � I N I m I CR U w I I I I I i I I I I I I w 0 J O O 3{14- 1823.93' - 1/4 L I N V 10 50 180 0 30 120 SCALE 1 " = 60' P� r LEGEND - - PROPERTY LINE RIGHT-OF-WAYLINE / 4 CENTERLINE S' PROPOSED SANITARY SEWER LINE PROPOSED CONST. SEWER MANHOLE PROPOSED CONST. WATER LINE - - - -Ep- - - - CONST, WATER LINE - -- W -- - EXIST. WATER LINE EXIST. DITCH it LOT NUMBER N89'25'07"E 422.01' _ _ 62.00 62.00' 62 00' 62.00' I N89'25'07"E 367.31' BLOCK 1 U' NOTES: O \ 1. ALL SANITARY SEWER MAINS SHALL BE 8" 0 UNLESS OTHERWISE SHOWN. O 2. ALL WATER MAINS SHALL BE 6" 0 UNLESS OTHERWISE SHOWN. 15 g 1% 3. STORM DRAINAGE AND CONTINUATION OF FLOOD IRRIGATION AND/OR Q 0 I DRAINS SHALL BE PROVIDED IN ACCORDANCE WITH CURRENT REQUIREMENTS z Z5O74,27' ITT D_ OF THE CITY OF CALDWELL AND GOVERNING IRRIGATION DISTRICT. 481� 48.49' 62.00'is 0U o5gDEVELOPER . J-B FARMS R-3 (PROPOSED) ��8489'29.00 2Ro p 203 11th AVENUE SOUTH 2.70f Acres ti o !p w NAMPA, IDAHO 83651 1t q V) (208) 466-7821 w I 105.00' 10 0 161.66669� 5^ O I o o S89•06'20"W _ 156.00' 0 ENGINEER o tp .0 t2 RUBBLE ENGINEERING INC. 0 o 8 I 9550 BETHEL COURT O 105.00' I BIOSE, IDAHO 83709 I o O of a (208) 322-8992 105.00' I 0 0 " XISTING-Z-4ME 7' 105.00' u I N89'25 07 E { 409.06�_ 105.00' J TOTAL SUBDIVISION AREA 12,42 40.00' g 7�.00 61.00 _ 61.0� _ �'�� OG' _ 61A0 61.00' 79.06' a I m U cc 8 O rn Cn c' a 1 00 t..(�. t � `a�7 TOTAL LOTS 52 ' ro BLOCK 1 v! TOTAL R-1 BUILDABLE LOTS 47 I 0'o 1 o 0 0 o S O o O co 5 6 0 DENSITY 3.8 105.00' Q o O o O O o O u O w MIN. LOT SIZE 6,000 sq. ft.. Z I o of O 1 I 70 I z W' ,gyp 5.04' 70.00' 6t.00' 61.00' 51.00' 61.00' 61.00' S9.50' b 105.00, W 542.76 cn o, rn Co I I 75.53' w 78' 62.41' S5.61' i ao s 105.0 4� O O O Co 0. O v o 5 O A T 1 y SS' R J O O 8 BLOCK .� co 105.00' I o 1' tp a° 13o.37• cNn I C" 96 2 gyp, �0. 62.42' 75.51' 13.67' CD I 44.00' 137,93' 5 6' ¢ m 0 3 o i 0a 0�o O N 105.33' O 9 \t ^�ti 10 ��j N rn IXIST. IRRIGATION BOX W. -0---EXIST. WELL - I 4d. '� 7 7.05' 147.94' 00 - _ I 2a. so' s4.10' S89'+51fiW 167.00' Z N5O oqo EXISTING BUILDING ' V 0 a I n BS o� C OUT I �9Fso 11 PARCEL -� CA X '00 / oI \ Co N Qi I Ln > 13 god yo � a. w N89'25'16"E 167.00' ' , / ?� � �o' e0 a°% rod � 40100' 0 92 O 25.28' In 51 _ W O I 15 Dt. kri 6• `✓J� �On- �r)0 O ci I 6:f 28 76' a2.39 - v .ate i 8 7S 1� M / - ly 4a dnYL #�.'yiVy ZF A. 44 Co N I 45.23' �O• g�G y :,. ? ou - t-OC+i.y 2 it 20 " r, .::tn. Y .. 4 Iry I n 56'-0" 40�00' n 65.00' 132.23'- O" 4 -0" - 6 589'25 07'W 197.23' SIDEWALK a S89'25'07"W j 55.06' �•, ---SLOPE 2.00% AT P/ on 4 LCONCRETE OI I ,� dr•.°.,ti'ed-F��`?.,'`r.' :^ �Y+i +� `,o-,a .'��' .�?,F,r;� y�'45 tr x - # SIDEWALK (TYP.� 18,-0 WMTV&LEY ESTA,6 SUSDF11 i P10. 7 I STANDARD ROLLED a?+.^ yrv;r,: "' rS' �1r' 9, �ia'a -E�_.gL4 a i I�� `,•r :. ' , r ' CURB &.GUTTER TYP.) AS PER I �, !tr §q .yy� yyr 3 a '_ ra PLANS ��:. Ya y. �y t".� �d �', 'yy✓.' efv%F w. ? { d r.:n ! .t �' I a v�.'�'°"'� gig T, i' <n1� � r ti S A i n4 �-'$✓l.- i.. g '� } r 56 RIGHT-OF-WAY n 1/4 ,_ 1: rnF �` �� ;,,ra�, «� `aE,� t �15�r`' tar. � " �A i`;, .," y AL STREET SECTION ,� , � TYPIC � Y�yC���. ��a,, •emu 1F�`�'d$'� r` � � - N TS - 4 T? ,. ,f • Ai`T '�Kuv:'. r "�6`y'; x.'>: 1q�'`i.'n"P#'P.' "� ,�`�`�t ''r- 1 sr„ ,3.+„ti h°1M, ;ap i i'.1 �`.�'VP '. 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' _ . . >w b:.• .. ..... .r.. - ...... :. .-�'- .. �Y^F ,. `e �.. ., n �5 .✓ LP,. 4: e� .+., . .. ... r,. .. A., ...... .,.. 9 .. ...,.;. � _.. � . r ... �.t :;Yi ,w.. '�j9 +i,yr qe t,� _ •i yr`.. h^,yr LISTICK ROAD EXISTING SEWER LINE & MANHOLE V 25 100 300 0 50 — -------200 SCALE: 1 " — 100' S 60435'32" E ' 40.74' S 53'15'41" E 76..41' v o 32 10ri' 0 1no' 33 ,n too, ,0v 400, (5 too' 35 too e0 h too' 36 0 too' o rko' p 100, L:J too, 3g 80' 80' of 24 10.' ll 04, --. too' 23 1D1'I' 4 O3 ID \ too' , J 0rA 4 � ,00, 21 '(5) loot -- 102' - 100' 7 � too, ,n C o G rn 100' V `V r' (V\ too - �J � 22 100' •� (D in 10000''�� 100' 02 � .� 24 --.10(l «, 1 - 100 25 m 8O 80 1co' 2 iob' ' (�3'1 100' � 28 100�' 1 -100' 100' W ��J �s too' 26 e ta)' U iMr 2, v 7 24 s 7 °° - 1ou' os' \ 3 A V, 3 N ------------- 100, F-6 / 28 a1 077 J U. yq. Leh 5J �8 \1100' 100' y 00' 100' too, t 11 too' 0 ton' — 12 So' 80 I i w z W Q zj OI F- O z z�Q W z w � Q OO w = O U) c d _ u fy O 4.f -__.- 9 10 cn w w CK Z_ z O O d d - v) 0 _ d } — n n z 0 1J c) 0� HOMEDALE ROAD R E A S E A R C C E N T E R VICINITY MAP u> I� N TS O ui too' .1 oll -- --- --- SIDEWALK — - '_- o o _ SIDEWALK 100' 11 1.00% SLOP[ CIO` too' � — --777 100, CONCRETE SIDEWALK (TYP I -� CURB R CUTLER SIANDARD ROLLED PER PLANS LA 56` RIGHT -OF -WAY ?I' CAI J TYPICAL_ STREET SECTION —NTS— t (ID 1 0 t o0' 100' 100 n�O u w, r 02 loci I 1 Iol, ., 0 "1 0 O L� W µ_me, �D1yi m 4-, o 13) �? ri I \ N ., on•nn'n c NOTES: 1. ALL SANITARY SEWER MAINS SHALL BE 8" 0 UNi-I SS OTHERWISE SHOWN. 2. ALL WATER MAINS SHALL BE 6" 0 UNLESS OTHERWISE SHOWN. 3. STCRM DRAINAGE" AND CONTINUATION OF FLOOD IRRIGATION AND/OR DRAINS SHALL BE PROMDED IN ACCORDANCE W14H CURRENT REQUIREMENTS OF THE CITY OF CALDWELL AND GOVERNING IRRI TATION DISTRICT. DEVE 0 PER B FARMS 203 11th AVENUE SOUTH NAMPA, IDAHO 83651 (2001) 466-7821 ENGINEER HUBBLE L`NGINEERING INC. 9550 E3ETHEL COURT BIOSE, IDAHO 8,3709 (208) 322-8992 PROPOSED ZONE hS/R-1 TOTAL SUBDIVISION AREA 1 M± AC. TOTAL R-1 LOTS (6,000) TOTAL IRS LOTS (12,000) DENSITY %N. LOT SIZE 6,000 sq. ft. (R-1) 12,000 sq. ft. (IRS) Rrio RG' P /L Ego 3o A)OT PA It T o F Cance. P or MAQ OCK - (7l N - rn f� �. 16 y , 37 4. THESE DRAWINGS, OR ANY PORTION THEREOF, SHALL NOT BE USED 1 :D BY: DATE: DATE. DATE: DATE: DATE: DATE: i-16-D6 1:37.06 pni E.SI 89v1'00w HUMruALt KUAU F HHUBBLL' 9550 BETHEIL. COURT o .ENGINEEI.RIN�G, INC. BOISE, IDAHO 83709 (208) 322-8992 Rv'_Ei ENGINEERING -SURVEYING -PLANNING ON ANY PROJECT OR EXTENSIONS OF THIS PROJECT EXCEPT BY AGREEMENT IN WRITING WITH HUBBLE ENGINEERING, INC. PRELIMINARY PLAT JOB No, 95-253 WEST VALLEY ESTATES A PORTION OF THE NW 1 %4 SECTION 3 SHEET No B.M. 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O U+ ,'r ,4.s iS' y "' `°P,ro +."�11 u• `. ;, Luc I'. ``'*'. <,, ` r ,Y7r rrwa ^ - .e f: ri W r p " qi .- l; k ( r 1l .q.. r m'p 1 : c #n S r .r,, ".4 „ d i i .. %.. 9p v i:' x „' i .k ,r '" t% �i M' fir '3« '1 4 E ` yrK 'k ,[. .uA,,.s't i r,,: t)r ,,N r'„ x >r' A "" ! + , A,�J , r r " `i, y1Y' * rt 1 S 'err r t �'lt,e'Y, .a % [a re `-f7" 'r� i@w ,+c L y �� i •A•' -{a l II, A T A t - a �iY "' r' '�W 'y ,. .'q? xi f i. } rt. ;�' COMMERCIAL a ';1TMF �.s . I . , , .: _,.. I m a r �# "� C-1 (PROPOSED) I 1.qa ,,,}y '# °` 10 95t Acres !"I"4Y• 'h 5'1 R �I A n a r, 1/ r r `'�, �"r S¢3`x e , Id A& v Yr .: A • . kA ,,,", ' i:` 1� s hdy�"'°rs r` _.:. t I , " i t ti'i � a' �, r•,: 1 € , 4 L Y I 1 a," , a„ , ':. ¢ m x' i Y F h '.yl % Y._ 1 r 1 pEp F ' rt .S 1 ti<" t o ,I e 9 n. Y�q I p r+j yT y ` vY�'r ,�.R �i )�.. ` i 'x * fl I C. fir: � a% ; I'f p yr, ,,a F, g - - . O 1 O I a y d Yw... .: y ,'o- .p. > A� Imo° I 1 n_ v r ,.u; A, v. A '..e,. y " Yz'., ,: .w , ,a ¢ u t Ia ,:lw.ti 'I rr4! "^a, , Y'.x ,I ' , i„� t I .. 1 �, I11 r •'a'. 9 a I, " , „ {, rn I Y I I , < �I A .11 4 p. 1 m,�A � • �°a ' 1 ' " r i 4 1 w g i� I. t I ,1 �� _ S n T. J ."jI �'� r/, �Y� ui 1. I " ,. r I IIII I v> I I I j -1 I I O 1 1 - I 0 I N89'25'07"E 422.01' _ 1 - -- --- ...___ 1 U N89'25'07"E 367.31' 49.98' 124.03' 6200' BLOCK �62.00' 6200' (f) oI I I ,;' 13 a 0 0 Ln 1 Y I i IN .s �0 14 0 15 0 16 0 17 I 2 n Q I o z o 12 �IM1 0- I fn o 0 52.05' 74. 02.00' 6200' 0 0 to p 2> 48.49' 7.30' >- I c A h '� I� w w I ti s� 1 � I J f P' µ � �_�_ I� O 96.99' 1�--i t 3.89 a I _J U . Ln r OI >6 80 55 R 1 0 11 "3 6Q 84.89' 29.00'2R� . O Q R-3 (PROPOSED) o ^, 0 w w 1 2.70t Acres a� 4. v' 11 > J O 105.00' O w I T 10 01.8 9a - 5 I 1 CL o 0 lo, 10 0 S89'06'20"W 156.00' 0 12 O I I o O n 8 12' O 105.00' l I Cl 105.00' o O o 1 I I I o 0 01 .0 O r. o I I O P I I w 105.00 cn '. a, C I - N89'25'07"E _ - _ 409.06' __ - os.- A w l_jrn all (n N +� , }. �> 4Q00' 0 75.00' 61.00' 61.00' 61.00' 61.00' 61.00' 79.06' I O I `: Q 0 I o ,," , N a�OCK w 314 - - - 1 /- , }----- 1823.93' 3 x 0 w Ln D >- wm ¢- ~¢a o zz�rnw J U a �oz o0,w o r) Z" m I 00 W ,V-. z Of x Z 0 41 i LL j- z0� Oz Pz m m d' O ON = �(- Z z_ Z X a w � 0 z Z Q - c W 1- >" O G Q W Z U , _I i- z n Q ao M z L� `J C 4 � G Z w z w C\j DO `Z U boa < I z3:�� -- III , M 10 60 t80 .e = li 0 30 120 J - . SCALE: 1 " = 60' � o Z In a a- z - . 0 � Z. LEGEND Co U r PROPERTY LINE . _ L 0- F-Q RIGHT-OF-WAY LINE .L (_.i V"I V 1 -- , .CENTERLINE a.h vs 4 + 4eI i $ PROPOSED SANITARY SEWER LINE } ,rhas . , L ' ` , PROPOSED CONST. SEWER MANHOLE PROPOSED CONST. WATER LINE - - - -EP- - - - CONST, WATER LINE - - W - - EXIST WATER LINE EXIST. DITCH 11 LOT NUMBER NOTES: 1. ALL SANITARY SEWER MAINS SHALL BE 8" 0 UNLESS OTHERWISE SHOWN, 2. ALL WATER MAINS SHALL BE 6" 0 UNLESS OTHERWISE SHOWN. 3. STORM DRAINAGE AND CONTINUATION OF FLOOD IRRIGATION AND/OR DRAINS SHALL BE PROVIDED IN ACCORDANCE WITH CURRENT REQUIREMENTS OF THE CITY OF CALDWELL AND GOVERNING IRRIGATION DISTRICT. DEVELOPER J-8 FARMS 203 11th AVENUE SOUTH NAMPA, IDAHO 83651 (208) 466--7821 ENGINEER HUBBLE ENGINEERING INC. 9550 BETHEL COURT BIOSE, iDAHO 83709 (208) 322-8992 EXISTING ZONE R-1 TOTAL SUBDIVISION AREA 12,42 TOTAL LOTS 52 TOTAL R-1 BUILDABLE LOTS 47 r 'r r i, I II i 1 � I. o w 0 o c G o 0 �0 Y 105.00' 0I.W xi ^I p DENSITY 3 8 O O c c,, 2 0 3 0 4 0o g 0 7 � { )7 w m MIN. LOT_SIZE- _ _ _. 6,000 Sq, ft. 0 0 0 IA Jjtv h,�, OI ti p �I I .: . O � �0„ l ,i IIW,I :��4 �k '. Cr+ I w 5.04' 70.00' 61,00, 61.00' 51,00' 61.00' - 61.00 59.50' 1 ' J 4N, I 105.00' " II W 1 542.76' cn m a, . Ln rn I I - ___7 ' CoI o (�)I 75.53' 78' 62.415561� ,$-- I v � I`05.^1p r Iry _ I C O to J CD O CO O O v I O O Co O to l 1 1 ss.R Ln \J S o l BOCK i l� 33 34 -- I 0 1 105.Co' 4 3 . I n0i 1 xQ u1, 130 3>• N W I cn 96? .cp 11 62,42' 75.51' I -_ a 0 O)i Q cD I 44.00' t 3.67' 7.96' 137.93' u 5 6' 4 4- lz cn J ^ O yI 1 � 3 O .,I 00 s o I WEST SumemV ESMES IO' x zz i I O � a 6y O�11 05.33' (n i 1 U- I . 4 9 `0 'b �j ry"� rn I XIST. IRRIGATION BOX Q¢� I cc 0 ol, � 10 ( ^m• h I O I m / O ` -EXIST. WELL ~ >- > 1 147.94' O� I 0 / �3' O 4(i. ' - 77.05' - - S89"25^ 6 W 167.00' Z 28.9:c• Sa 1 c' �o� 11 , 1 / �`1 �o9 8z• (Mpo w z m o O / EXISTING BUILDING O I 4p_ 12 '3j / I\ , O Imo' N� /� o � U A \ .es /�lt`l "� of Q :. I s 00 Q'S "p Q o I OUT I �xso �. /�6. ll°� = o 1 PARCEL J � N / 0 1 u ^ N O F_ o tic 13 00 o ro 1 0 D I w N89'25'16"E 167.00' c '• �` / boo Qo 6I. w m 111.92 / `l 40100' 0 0 28.28' I Lri � 14 60. / \ 06 0 w -, `'`' so \i\% Z I 15 - b, �s. , ` 1ti o ,a' gb * o 4 3 O l i \ 6 N� 28 >g 22.39M1 / ,� p 23 0 , ' � 1 1 >>8 s>' a1. �y, �0 9 10 at '`11 : 16 1 I IQ 17 0 a!s ? I Co ' a 6` �J O� o ` � , I I NJ oe as 's � ° 21 / „ 1 ICID`qi . t a� I �O k Iv 1 °'_ 45.23' boo, ^ OG ` h a �ti.= r•- 1 �° . >. w - _- ' l x'y"r ti_r . USTiCK ROAD ,,.IOyS , c� HOMEDALE ROAD R E A S E A R C H C E N T E R VICINITY MAP N T S 34 135 3 2 6 x z N 3 w �I Q z III C `a r0 2 \NSF- S� 1p� - - _ "i A^ / aK u a rFY I i x m % T r` I � i A a 1.' a 20 V:: as x : k 5:. e+ i§.°p, r a "k! _1 I 1 S O - , 1 {. l"'I;1 a ' 8 - „»;. e' ry 1 I'g :L a'xm �. 4 " O ^ - �/ k �Y ,I I - 'I,, "�✓ � .H d sr k. rk"'y p€, :, l ': : . _ � r r q . , „ - y - s m i, Y+p r - • r .. , 1 !a I -YAwrrt 19 + <. .. , , .i1 I.4 1 +� I �lta'-IL .:.A Ylyrbl;_: 56' D" ,) I t040100' - 55.00' 32.2?_ - 6'-0" 4'-0" 36'-0" 4 -0" 6 -0 . . .*, I "I �1 ,, r . t a , , e -T , h S89 25 07 W 197.23 a „ �,: 1 �. 4 « I S .' A i I r " Y _ ...i _ r4" I• 4 rt�'i,� am �4i : II rI i :i + % SIDEWALK SIDEWALK 9 25 07 W 1 18 D, I 1 �I I" > 4 r Aa 1 : , a 1 0 I l M. ' .1 a , J. +' I i ,r "'fir s x I I , I P Y P r �I r a, sr sa rI� Y Al I � � ¢ w SLOPE- 2.00% of _ 1 A d Ii I " y �,, . a �`` µY jr , i Y' 4 : ti t 55.06 _ -SLOPE 2.00% I w Y I _ _ ,�: �� r',1 I � A � b -< - Yxr(r 91 i '4E;IIp �1 {n�_p, ,, •1. pFb s, N ltv�.R'i Nr` �. f , Yk i" Y ,1e N'R M rr e w I I P/L PA Y 41 . � s ' uY I i h u 1' ""�V a� I. - Y u' O1 -. f 1 (':t q 0l I F n Y A. ° ¢ f N1 uMi ,t �I I SIDEWALK (TYP.) A# a� ;.::« , ro - ^ rll lyN . 14,�, rGP� � : STANDARD CURB &GUTTER (TYP)RAPLANS �,-I. .1 ' � ` 1� 'M , nY�I:J4 1 A1 1, a�° �� r :. ✓L `` _ d 's �'I( '� t•'�' >p`.: ✓•' A r%'>. ^L k ,•.:. 5V t 1 Y n,� IR ¢ 4 1 ..44 <r -r A. ,'I 1-1 'yi I. a r ib L' J `' r,: ',` ' = iHSk),, .9 ; +` +r 1, ,_.J, ��� YJ �h �i " j Vpk..*4 yt" e� y ` r a e r f "" a �':,: t y sF +. `t' - '��Yaer :I u , !' yai ^I': ' n 56 RIGHT -OF -WA , r �;;'.,� Ir 1 r 1 r. TYPICAL STREET SECTION y¢ :I �` ilk ykd I, 11 ` � # M { , r I. j �`{ �` ICI "•+'-1...1 F-° Af Y"iO "`� rr = Ar ',".. -NTS�+ o'PYr ,L . �. 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