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PZ - Signed Plat Q 1 9 % Fraiming© 41 A ." i W u STe^I qve n - 1 o f f Lakehouse Homemade'' ce y';,", Jy` W ;...en..ired E"""' 21 Apparel Q extra Pro Services Q \ R_15 1 -- — Q ELerin Dr p w 9,d. WHonaYDe�'w _ \ v as WGlerils Dr > 1 = �j 3 v� Rockham ton II Park Lake Hazel Bible Church 5 - \ 1 \ \ PC W Colungwood St O S n 0 �Of F C Nova Soccer 0 cole.lateral y \ o Islamic Community ' / \ E Lake Hazel Rd azel Rd E.LAKE HAZEL RD. of Bosniaks in Boise y 0 Q w Lake 15 \ — 1 — T L — — — — — — — — — — — �, 1 O PU.,D, Lake Hazel Risen Christ \ E. LAKE HAZEL R D. LU Elementary School Catholic Churc c \ o The Church of W f N \ Jesus Christ of Latter...©� Boise Ranch Golf Course® d' o n I EX.WATER \ D \ TEES �e ` = a N 89 4334E 2651.67 ` �� OHP ❑HP OH ❑HP 0HP ❑HP OHP ❑HP 0HP LIFT OHP ❑HP OHP ❑HP OHP ❑HP OHP ❑HP OHP ❑HP O PIS-- Oi:�_�bP�OHP- LU W r F#E,E T��TEH-Z TE-L TEL T� Tf*�TEL TES Ems--IT-- EH TEL TEI\TEi�TES TEL TEL TEL TEL �TEI- TEL TEL TEL TES TEL TES TEL TEL TE+ -TES TEFL�E-� TEt�TEP=EPTE�"�FP��Atf-- Ep-TEt4REH T`E'— -:L�--�TE�EfE_L -TE � —EWn�- P' W m TES TE���TES � PTE ���Tr EFL EP EP EP EP EP EP EP _ III----�- EP EP EP EP EP EP EP EP EP EP EP EP EP EP r F -EP EP EP H2❑ Hz❑ Hz❑ H2O Hz❑ Hz❑ Hz❑ H2❑ Hz❑ Hz z❑ Hz❑ H2o�,,IL�g� , y� LAKE HAZEL RD.2❑-m-Hz❑ Hz0 _- -- _ ,rEL_-- Q- _____��-----------------==N#J33� �� .��____c>_�-=__== __= - __--__-_ �Ie===- EX.SEWER _ - 33 \\ f4 EP.-ieL. J Elc-rosy Hazelwoo - - --J ' - --- -- - ---� - - - - 9 OI - - 4 "Illegible" -- -__ ,GregoYDr��_G,eDM'Dr 1. —- - - ----- __-__ -m--= ---- - - --------------\ 4 --------J �s----==8s--=--_ ------85----- _ �_----��- --��__ - - - N____ _ __ 3.0 ---FFr----- 3 EP EP EP 6 EP EP --L EP EP EP _ EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP eama.i+ar Le EP E Ep EP P W -- -------- —EP___ --� CP&F IC1St. Laughin Horse ------ - EpC—p__-------EP EP— I__ --- ----- - -- Q `roe . Dawn Bake -------- ---- - ---_ '_ EP----- ______ --\ --�� Boarding and Horse... eeD, Q T--�- - - - / U.Z I 52� Q 0 servicesCe -��" \ ---------------_ -------�, c \ � - 78 n � 1 - KC Jewelry and Gifts �\ - -- --- _\\-\-FUTURE E.LAKE HAZEL RD.CURB�_ \—"'\;__R_\ 7 /r/ \\\ \ U — — \ L7 I I W Hlddw gall Rim Rd f I ei —wT6 ---.;'O_ - //�`1/ 1 -- \ -c- \ \ m 4/ Evamaye Pmme Ln m er to \ - _ --__ = 351.5'= = = \ Bllndsource Q N 1. PROJECT- m I • y0' ��� T CONCRETE SIDEWALK — — — — — — — — —\- \\\m + ��� --- ---�- - -------- ------- ------- --- EG I - ----- -- I a Cutlery PR sclovere ITE °a. �� a RUT 17 30.0' 20.0' N / \ \ \ \b� \ \ \ n I k or:nam i 65.0' 20.0• 65.0' - 75.0' 1 �\ \ \ `�C .. .,. I -------------------- - ----------- \ � h wo 11 \ �e E: \ \ \\ \ 1 5-1 9-1 11-1 \ 14 I a In • . v' a m . nl 2210 SF 1 n 2210 SF n,: ..,., 2S50 SF n • \ �`\\ \\\�\ \\ \\ F \ a, l \\ RN"a, Dic Repa eo I 1 6 fis.o' 1 ss.o' ♦ TYP 75.0' . \ \ \ \ \ ` �� \\ \\ Keyed Notes 0 Legend 'cana y 7enmile NORTHHaeke o 2-1r''" 4-1 6-1 8-1 10-1' \ 12-1 RUT \ \ a Community Church o I rn2734 SF' N 1560 SF La�1800 SF N 1560 SF 1N1800 SF Ni 1800 SF N • \ \ \ \\ y On Q E Columbia Rd E Columbia Rd E Columbia Rd E Columbia Rd E Columbia Rd E Columbia R 2.00' 65.0' `\ \ \ \ \ \\ `\ as as- EXISTING SEWER AND PIPE SIZE I''•' ss.o' 1. • . 7s.o' 1 7 \ \ ` \ \\ \ \ 1. REMOVE EXISTING HOUSE. 5.00'TYP. TYP. 5.00'TYP. -... \13-1 N :' \ \ `\\ \ \\\\ \\ \\ URE aw aw- 1 ,.. .. of " " ".,. ,"" 2. REMOVE EXISTING STRUCTURE. EXISTING WATER AND PIPE SIZE V'C�n�t Ma r� 2080 SF ___ ro n---2080 SF -- r�-...:. .ro 2400 SF n �\ \ \q \ \ \ \ x L----- - . ..,;." \ 2',. zs' �'�7s.o' \ \ \ \ \ \� \+\ \ \ \ 3. ABANDON EXISTING WELL IN ACCORDANCE WITH —CABLE EXISTING CABLE ' 11.0'-30.7' 65.0' 20.0' 65.0 17.1 14 \ \\\ \ \ \\ \\ \\ \ THE IDAHO DEPARTMENT OF WATER RESOURCES - EXISTING CENTERLINE \ \ \ \ STANDARDS AND REQUIREMENTS. \ _ IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII aw aw aw aw 11 ,ti55: m \ �\ \ `\ \\ \\ \ of m _aS - aS - 8S3 -ROAD 2- - as aw , y5 °' \ \ \; \\ \ \\ - — — — — — EXISTING DITCH Development Information I i" i so ti' o \ \\\ \ \ N \* \\ \ 4. REMOVE EXISTING SEPTIC TANK AND ABANDON �� / ,.0'-27.o'—za.o'—z4.o' z7.o 27.0' 2a.o'—za.o - z1.z � . ;""sti. / ' ns sF \ �\\ ` \+\ \ \ EXISTING DRAIN FIELD IN ACCORDANCE WITH THE Ec Ec EXISTING EDGE OF GRAVEL 11 c ,/I I ___- -_ �� \ 15-1 \`\ \ \\\ \ CENTRAL DISTRICT HEALTH DEPT. STANDARDS AND a / I ti`' -- - ---- -- -- ` 1553 SF 6 \ \ \\ +\ \\ \ \ EP EP EXISTING EDGE OF PAVEMENT o - \ � \ REQUIREMENTS. PROJECT DETAILS 111: ° ` \\ +\ \ \ X EXISTING FENCE o0 00 0o To o'. rn rn m of \2208 SF �'o. .ti5�..' °• \ \ \\\ \\\ \\ \ 5. REMOVE EXISTING OVERHEAD POWER. EXISTING ZONING RUT . m rn rn m m ,. 9 \ A / - \ \ \ o " I Is \ \ ti'.:.•; ,; e \ \` ` \ 6. 20-FOOT WIDE SHARED DRIVEWAY. F/o EXISTING FIBER OPTICS ZONING: R-8 & R-15 (PUD) 10-219-2 8-2 7-2 6-2 5-2 4-2 3-2 2-2 °• t \ , \ \ \\ \ \ 33.00' 1361 SF 2430 SF 2160 SF 2160 SF 2430 SF :2430 SF' 2160 SF 2160 SF 2429 SF \ 17-1:''r, \ \\ \ \ \\ + \ \\ __--- \ ,'1 1-2 1 1 .�tio ,soo sF /s \ \\ \\\\ \\ \�, \ \ 7. 20-FOOT EMERGENCY VEHICLE ACCESS (28' INSIDE, GAS EXISTING GAS x I 1 0 2943 Si- I •: o \ \ \ \\ \\ \ 48' OUTSIDE MIN. RAD. . TOTAL ACREAGE: 26.34 AC = 1,147,172 SF �^ 4 ° `'o : „8 F\` \ \\\ \\ \ +\\ '\\ \ ) I EXISTING GRAVITY IRRIGATION \ I I I - I 1 ° \\ \\ \ \ \ TOTAL NUMBER OF RESIDENTIAL BUILDING LOTS = 157 LOTS \1 L--- -------- ---J L- __ ----- - --_J �' \ 19-1 r° \ \ \ \\ + \\ \ \ 8. 10-FOOT WIDE ASPHALT MULTI-USE PATHWAY WITH I 1 I� c �`� ` ` `➢� \ 1553 SF 1AO \ \ \\\\ \ \\\ \ \\ \ \ v \ 14-FOOT WIDE PUBLIC ACCESS EASEMENT. EXISTING JOINT TRENCH 1 ,s.Tsw-z7.o' z4,o' za.o'_aw-z7.o' 2�,o'-L1-za.o'_awza. ' z7_o' 20_1 \\\�\ \ \\ \\ \\� + \\ \ TOTAL NUMBER OF COMMON LOTS= 35 LOTS ROAD 10- - o \ \2208 SF r yy.�'. \ \�\ \ \\ \\ \ \\ \ \ 9. MAILBOX PARKING - 5-MINUTE PARKING. EXISTING OVERHEAD POWER GROSS LOT DENSITY= 5.96 LOTS/AC I\ -aS 45- 8" O- 4S o ,o \ I y 16.9' 27.0' 24.0' 4.0' 27.0' 27.0 24.0' 24.0' 27.0' s O \ , h, \ \\ \\ \�\ \ \ \ \ I ` tiv 5. ` \ \ \\ + ` 10. CENTRAL MAILBOX UNITS. P F - /I \ ti5• \ \ o \ EXISTING PRESSURE IRRIGATION RESIDENTIAL LOT NET DENSITY- 15.77 LOTS/AC 13\lsoo z, 0 14 °' \ \ \ \\ \\ �\ + \ EXISTING STORM ROW AREA= L 21.06% 241,641 SF IF I a - a cD o o I o 0 o a 14 \ :.. titi. ,° \ \ \ \ \\ \ \\ \\ \ \ 11. EMERGENCY KNOCK-OVER BOLLARDS PER x I d d d o d d d d o o s i .o:--- - \ \ \ \\ \ \ o I m . , m m m m m p , \ COMMON LOT AREA = 41.12/ 471,734 SF 10-3 0 - �-- -. \ \ , \\ + \\ \ MERIDIAN FIRE DEPT. REQUIREMENTS. -mI. 13 12795 SF „soj':.�� 0- <yt� O• 1759 Sr \ \ \ \\ \\ \ T EXISTING TELEPHONE \ \ \� \\ \ \ \ \ BUILDING LOT AREA= 37.81°/ 433,797 SF ^,1-3 2-3 3-3 4-3 5-3 6-3 7-3 8-3 9-3 0. \\` 23-1 �\ \ \ \\ �, + ��\ \ 12. DIRT TRAIL SYSTEM CONCEPT - FINAL TRAIL ° \ i i N i 444 SF 2430 SF 2160 SF 2160 SF 2430 SF 2430 SF 2160 SF 2160 SF 2430 SF ye• \� \ ,ss3 sF 6 \ \ \\ \ \\\ \ a.\\ \ ROUTING TO BE DETERMINED DURING FINAL VFo EXISTING TELEPHONE&FIBER MIN. LOT SIZE - 1,400 SF \ � ::. , \ 22-1 \ Ls �o \ \ \ 0 0 , 22oa SF �s.°o. 55` \ \ \ \ \\ \ \ \ \ \ DESIGN. OVERALL AVERAGE LOT SIZE = 2,763 SF <: so so 9Q= d� •o �' , 'ti``. \ \ \ \\ \ \ + \\ \ TOE— EXISTING TOE OF SLOPE q : p . o. o. \� o• \ 5 ~: y5 17 '�` ` 915691SF�\\ \\ ` \ \ 13. PAVED PARKING AREA. R-8 AVERAGE LOT SIZE - 5,991 SF o _ ti:. ti \ \ F \ \\ �� t\I a - .- ---- -- ' -- - ------ -- ti' . �o oso 3 1 `\ . . �� \ \ \ \\ \ \\ \ ♦♦ \ TOG— EXISTING TOP OF BANK I 1116.2•\10.8':. 24.0' 24.0' 27.0' 27.0' : '24.0' 24.0':. 27.0'' % •o• \ '25-1� °. \ \ \ \ \\ \ \y♦ R\` R-15 AVERAGE LOT SIZE = 2,000 SF f.ti° tGs ti° isoo sF \ \ \\ \\ \ 14. 5-FOOT MICRO-PATH. ylw /,I 1 27 �° 12-3 I I ? '�• �, \\ \\\ \\\ `+ \ \ EXISTING UNDERGROUND POWER o• 2,so SF \ d o. \ \ \` \ ♦� \ \ PROPOSED SEWER&PIPE SIZE HOUSING TYPE SUMMARY Mg _ tiro . 13-3 /� / `.,'L °� 126 1 \ \\\,\ \\\�♦ `\ \`\ 15. FEMA ZONE A FLOOD BOUNDARY. 3'— \ 14 '' °•oI 2160 SF �' /$ / .moo,. 27-1 \\\ ♦♦�\\\ \\+ \, \ 16. PRESSURE IRRIGATION PUMP STATION. o \R� ti.. ✓.. , O , WS\d• •o. \ 1553 SF \ ♦ \\\ \\ \` as 14-3 + ew ew PROPOSED WATER&PIPE SIZE I 1 ' �g kox// �°'o. \2a30 SF\ /i' /� �\ `\ \ 14y \ �'�� \\\\ \ \\ 17. NO PARKING - FIRE LANE SINGLE FAMILY DETACHED 30 UNITS 7a.2' �\�\ _-- 0 15-3 �,o o ,o`'o/ ,28-1 o' \ \ \ \\\F \ �� \ SINGLE FAMILY ATTACHED NO PARKING PAD 96 UNITS I III o °o. 2430 SF ' ti '00.° i \ 2a32 SF / ° \ \ \\ \ \\ \ 12sD 12SD PROPOSED STORM DRAIN&PIPE SIZE III I' I 1 ,^ ' � i i90 16-3 ' tt° ' ° rL \ \ \\ \ `f \ \ SINGLE FAMILY ALLEY LOAD W/PARKING PAD 31 UNITS I I I _ 11 1 •`Q'- °• z160 SF \`\,/' /' \ 15 /' °.� \ \\ \ \ \\ \ 6PI 6PI PROPOSED PRESSURE IRRIGATION 114 \ / " \ \ O. \ ,\ \ \\ \ \- \ \ Total 157 UNITS N O \ \ ' \ \ \\ \ \\ \ �1 i I 1 �� 1-5 zlso 3 ��,.' 9 7-4 \ ` ��:. 9 \ \\\ \\ \ \ \ \ \ 12GI 12GI PROPOSED GRAVITY IRRIGATION \ 9 s' o. \ \ \\ \ \\\ �"I I � / 0 3980 SF o- uD I I I I Io I ��. 2039 SF 11;.. `� ` i Qa'y6i .0 i \ 30-1 \ \ \\ \ \ Qo' I 1 I I 1 I INMQI '-:.'r.-:2- \ 0 �8�3 /,/ 'L� p�/ �o i' 9� \ 6'� 1759 SF \ �\\ \\\\ �+ \\\\ PROPOSED EDGE OF PAVEMENT I I I I I I.. 1 >O.O ry `....:..:. "b'- so �� no�p0\ ' 1 I 3 31-1 \ \ \ \ \ 2-5 .\5 \ o. ti ELo°�o ,' 6-4 I \n6o sF 6 \ \ \ \ \ 1r OPEN SPACE CALCULATIONS o ,s,o sF \ EE / a� / °o• 2,iO SF I 10 \\ \ \ \ \\ \ \\ TEN MILE DRAIN EG EG PROPOSED EDGE OF GRAVEL 11 I. ryh'I I I I 1 1 :.,`. i\ �8 � O� / i �' \ \ \ ... ... . Ill I \\ 1 : 'oo 11 :'.:..'..:;h' �• \ ,/ ryk./' 0 5-4 /, \ 55.: °o. \ \ \ \ \\ CENTERLINE \ , \ / ao. 2160 SF ,, .-;.. \ \ \ \ `\ COMMON LOTS& BUFFERS s o 32-1 \ \ r\\ \ \ \ \ ----------------- PROPOSED SAWCUT QUALIFIED QUALIFIED �- III \ VA•16-0�F :N :. \ 3\ 0 ✓ O 1 \ V A v AV\ A _ ♦ k� / ✓ o •O, 4-4 6\' I 5453 SF ' S \ \ $ \ \ /I II l ;. �1 1 1 1 \ \\�>O /0 2 085F` � �`� � �� / o. A 2160 SF ,i `�.'.� _ :.ry`3..�.�`:�:`.'.� 6' \\ \ \ \\\\\� \� \ \ I -- \ ', 1 \ o M'..,:, 13 - 9 \ a ' i _ 3-4 , a .:. o \ \\\ `\ PROPOSED DITCH CENTERLINE \ / IGD C 1 I i 1. 1\ \ {N .. .� 1 gs/ ,/' °•o• 2160 SF1. ✓ Or - / 1 ai ti 4-5 1 1 17 Nam' PEN ■■��■ 2844 SF, 1 $ '�o / 2-4 �o. ."' ` as F'' ° 38-1 \ \`e\ \ \ \\\ �'� \\ \ \ roe PROPOSED TOP OF BANK ACTUAL SOPACE SPEN OPACE \ \4 1 I I I �, \ \ \ CONTACT DIGLINE \ / 1 I I 1-11, D ....:..... TY 0 7-5 's \ l / ..., s T759 SF \ \\ \ \\\ ' %3 \ `\ \ \ \ / / I I I \ p 1969 SF •Lp, \ 2160 SF `•' •• °• \ IV*\ + \ ��, TOE PROPOSED TOE OF SLOPE AREA SF CREDIT AREA (SF) �-HOURS \�\ / /\I I \ 1 Y \ "poi >0 �:. I m. I `\3980 SF i' I �'� 1 S O. 1552 SF O \\ \ \ \ \ \ \ ( ) o \ I o \ \ \ \ + RUT ° BEFORE DIGGING \ N ' t \ \ o' a �'': �'o. 36-1 .o \, P5 \ \ `CY\ \ ----------------- PUID EASEMENT HALF OF 35-FOOT E. LAKE HAZEL RD. BUFFER (11-3G-3.B.4) 6,386 100% 6,386 p� e�w CQC \\ / / I L 1 1 \ \ \ � / - \ \ i 9'�`. 8-4 i rL'l:` •" 7 1553 SF ? \ \ ` \ \� \ 1-800-342-lM 1 0 �`� \ \ \ �s `\\ 5517 SF / \\ �. .°• y0• \ \\ \ 0 20-FOOT LINEAR MEWS 11-3G-3.6.1.E 50,098 100% 56,273 \\ / b 1 �� 12774 SF '' / s ' ti°'. ' ♦ 25 , N 35-1 \\ \ \ \ \ ----------------- ( ) \ // / ��`\\\��`_ \ / \ \ - _ 8 \ \ PROPOSED GRADE BREAK \ 0 34-1 22s7 SF ' y \ \\ \\ \ \ + C5'� o 8\ // \\ \ �'., \ \ 14 titi. 5 \ \\ \ \ \ OPEN SPACE (50 X 100 MIN.) (11-3G-3.B.1.A) 150,323 100/ 150,323 'Cr \ // \\\ \ \ \�'\` moo. 01. 10 875 SF h •rL.-:,d+ �\ \ \ \ \ 1\ ��\ /\ `�\ \ \�` 4 \\ �� `9\ a 9 s ryti. 39-1'.• \\ \\ \ \ \ . \ - - - - PROPERTY LINE // \ m/-, \\\\w\ \� \ �� o \ ew �/ 17 8�2. o'll .-'' = / tssa siryryy...- o. \ \ \ \ \� \ \ OPEN SPACE RIDGE FACE - NON QUALIFIED 170,610 0% - Z \ ,\ \ \\ � 14 \ ti 40-1 \ \ \ ^(, EXISTING FIRE HYDRANT OPEN SPACE -OTHER NON QUALIFIED 65,450 0% \ \ \ \ \\ ��� ' � 8W o a/ \ ?, \ \ •y O 1759 SF \ \\ \ \ \ I-` CO \ \ \ I \ \ \ \ o� ��� •� '�a� \ v / . �o• .a� 14 \ SHARED DRIVEWAYS 28 867 0% - \ \\ \� __^\ \\\ \ \ \, ��\ � , x\����� �..*�� - 85 3-6\\ / < 41-1 \ \\\ \\\ \ \\\ a + � \ / \\\ m \ \ ���� � � � ,� ��� � _ o N� oo, s 2799 SF I� � \1-1 6 \ \\ \ \ \� \ PROPOSED FIRE HYDRANT p \\\ co \\\ \ y\\ \ \ ,r %�'� e:.,.- 'o. \\ \ \ \ \ \ \\ FEMAZONEA TOTAL OPEN SPACE 471 734 SF 212 982 SF U \ , ' \ o \ \ PROPOSED WATER VALVE o \\ t // \ `\ \ `\\� \ \ ` --__ s0. 2-6 00, \ �yQ :.1 1 \\ \\ \ \ \ \ ` FLOOD BOUNDARY J CD-4 \\\\I 1� ci ///\ \ \\ \\ \\ \\\\ \\\\ \\\ \ \\\ �\�� \ \\ �� - - 1949 SF /\\ .P�\ B� ,!I,ti:." �h \ \\\ \ \�\i \ \ / \ J \\ \ G� // \\ \ \ \ \ \ \ \ \ \ ��� �j A / 0 / \ \ \ \ i \\ 1 / / , \ \ \ \ \ \ \\ \` - \ �� •2� ' / ?40 \./ \ `�p 0...:43-�'.:,•'- /• ?. \ , \ \ PROPOSED WATER METER \\\ \ \ / /// \ \ \ \ \ \ \` \ \ 7 6, 0� \ p..:1634 SF \ \ \\\ + \ O QUALIFIED OPEN SPACE PROVIDED: 212,982 SF U r-- \\\\\\\I��,II /^\ \ \\\\ \\ \\ \\ \.2\\ L\_ \\ \�20` \_ \\\� \ \\ 10 zio� `/1_6\\ / o-00 1� \\ ... - r, s \\\ \ \� \ \44 18.57% LL_ Q \\\\ I111 coil 1 .- \ \\ \\ \ \\ \ \\\\\ \ \� \ i1,3 Q' �.,.. --- \ \ ` ' 195 F \ I \ \\ $ \,\ \\ 43 O PROPOSED BLOWOFF LU �_ \ \ `, \\ \'\ \ \ \ \\ O 7538 SF O 13-5 `'S�` s 9'1• ;�\ \ \ L IF- \ II I \ \ \ \ \\ \\ ��_\\\\\ \\ - \\ \\ \\\\\\\\ of y0 ^o/, B --3659 SF_ -� - o ?..r. O \\ \\ \ +\ \ \ \ a\ \ \ \ \ ti - - - -\ A 67 45-1 \ \ \\ \ \ _ �_ LJJ --\ \\IIII \ \ \ \ \ .\ \ �\ \ \ \ \\\ \ \ \ \ \ - \ \ ✓ RUT l I I \ \ \ \ \ ,\8-5\\ \\\\\ \ \\\ \ \ \ / / __ n37 SF �\ \ \ _`y _ EMERGENCY VEHICLE TURN MOVEMENT TOTAL OPEN SPACE PROVIDED: 471,734 SF (9 W I I Ijr \ \ \\ \ \ \\ "�190157 SF N\\ \ xx xx\\\\ \ s o a :P \46-1 -27Q6- z' \\\ \\\ \ 42 \�\ o 9 2 -- I 14 \\\ 14\\ �� ¢^�' >s 12-5 �• . \ \ \ 1 11 20'WIDE,28' INSIDE RAD.,48'OUTSIDE RAD. 41.12/a \ \ \ \ \ \ \ \ \ 41 3 1799 SF \ 8 S ✓ 5 \ \ \I II I I I I II \ \ � � \\ � ��\ \ \ \ \ \ \ \ \ \ \ �0 8 / `ti >• ^,� rn 2466 SF \ ti \ \ z I- IIIIIII II I I II II \ \ \ \ \ \\ \\-- �` \\\ \\\ �\ \\\\ \ \ \ 80 � � ' \ � s' '\\i ' �\1 9 \\\ \ \ \ \\\ 1111111 II1111jr\ \\ \ \ \ \\ \ -\\ '� \`i\ \\ \ \ \\ \ \ \ \ ram\. _ /� ° OD n_� \ 1 p� \ \ \ \ \\ \ I 11 1j J1 - IIIIII \\ \ \\ \\ \\ 2) \ \\\ \\;\ \ \ \\ \\ \ \ / > 11-5 A y. ti i ti �-. \ \ \ \ 11 I I o II I \ \ \ \ -- 40\�� - \\ \\ \ \� \ \ \ \\ O �8W 70 / '>' 1684 SF rL i� \ �/ ti / \ \ \ \ \ \ - \ \\ \\ \ \ \ \ \ \ LP W \ IIII I I \ \ \ 2 \ \------ \ \\ \\\\ \\\\ \ \\\ \\ - R-3i�i o 10-5 h 14 8 \?. \ \\\ b\\ \\Lo. \ \ \ Notes I- 111 I 1 I I IIIII\ \ \\ \ �s \ \ -, \ ��` \\ \ \ \\ \ \ \ \\ \ 6S ry'a ti' ¢ /y �� h' \ \ Q \ � \ \ \ \ \\ \ \\ \ \\ tyro' 1• ,568 SF /�L .O.. :' \ d• \ \ 1 O \\ \\ IIIII I I \ \ \ O \ - \ \ \ \ \ \ h' 682 SFJF I� \ \\ \ \\ \\ --- \ \ \ \ , \ \ \ \ \ \ S. \ \ ��� 60, \ \\\ 49-5 y ° / 6 v �v vv v vv -+I11j1IN"�� \ \\ \\ \--------\ - \\\ �`, \\\ \\ \\ \ \ \\\ \\ O yL' 6 \ I \ s, \ \ \ IIIIIII:1 11 �i�llil \\\\\ \\ \-_________ �\ \\ \\ \\\\ ,,`- \\ \ \ \\\\ •O' 1634 SF - %. 'd'• \ s \ \\\\' \`� \ \ 1. CURRENT ZONING: RUT; PROPOSED ZONING: R-8 & R-15 PUD. w 0- \,IIIII III llli�Iiii \2 `\ \\\1, . \'C```����\\\\\ \\``���\ \�`\\\\ \ \\ \y \\_\\ :�o�' - rL�' 175 5 \\ I �_ I ' \ \\ \, �\ \\�� \ \�\ \ 2. THE AREA OF THE SITE PROPOSED TO BE R-8 WILL BE SINGLE FAMILY DETACHED HOUSING; THE AREA OF THE SITE PROPOSED TO BE R-15 WILL BE � � I1111 tIIl1�\I 1j 1 �66 \\\ \----------- \ \�` ��� \\\ \\,\\`,\\,�,,�, \,\\\\\\ �\ \ \ , -,,,�\\ ti 16-5 \ `� \ \\\ \\ \\\\\� \\\ \ 41 \ I _�a\ \\\ 40 \39 ATTACHED SINGLE FAMILY HOUSING. o a III \ \--_-_-_ \\� \\� r ��`�� \ \\\ \\\�\ \\ \\\\\\ \\\\ \\ \\ \ \\\\ \ a s 1645 SF\ L? O / 2-8 \ \\ \ \ \ \ \ \ \ ��\\ \ \ \ \ \ \ \ - \ \ \ + - so.o -7s' , \. 6'-. o s \ SBas sF 6 \\ \ \\ `' '/ `\\ 3. SANITARY SEWER SERVICE TO BE PROVIDED BY EXTENSION OF CITY OF MERIDIAN SEWER SYSTEM. 17-5 ,o c. s ° \\ \ \\ \25.0' 114-' 157�8�- 50\ --- \�c \\ �� \ \\ \\ \\ \\\\ \\\\ \\ \ \ \ \ \ i O/� 13 �O \ \\\ \\ \\\\ \ \ \\ �' ---- --_ \\ c\ONAL FN ,IIIII l l+l---- p� rDP�e) ���\�\\\�••J \ \ \ \ ,\\ \ \ \ 12 \ \ \\ \ \ \ \ \ '. O c� / J I III IIIII � - >_ T, �� \\`\\ \ \`���\ \\\\\\\ \\ \\ \ \ \\\ I \\ \\\\\\\\\ E� 1556 SF /ti• / Sl /O O- Bol \BO,1 \D \\ \ 4�\ \ \ \\\ \ \ \ \ \ o s \ \ \ \ \ \ \\ \ \ 4. DOMESTIC WATER SERVICE TO BE EXTENDED FROM CITY OF MERIDIAN WATER SYSTEM. � / I III 1 coil ; I \ ��\\ \\ \�\�\\\ \ ���� \ \\ \\ \ \ \ \ \ \ \ \ \\ \ \ \ \\ 18-5 /' ✓ i� o, c9 \ s \ \ \ \ \ �� �G\STE _/ \1' II I II111111 �� ��\� 2>>� �\\�`\ \1, �a�\ \\ \ \��� \ \� \\\�,�\\\\\ \\ \\\\\\ \\ \1724 SF i ,y $5 \\ s� c3 :.....•.`, ': 17 °\ \ \ \ \ O\ \ \ ♦♦ \ Q' I III 1 IIIII _-- \\ ,� �` -, \,\�\ -:`; \\\\\\`\:\\\,\\ `\�' , \ `\\\ \\ \ \ \ \ /ti \6� ��° \ \` ° �;3-g'_` '' \\\ \\`\ \\\`\ f \ ♦ \ 5. THE DEVELOPMENT OF THIS PROJECT SHALL BE IN ACCORDANCE WITH THE APPLICABLE CITY OF MERIDIAN ZONING AND BUILDING ORDINANCES, 1 .;;; I IIII r- - \ \ \`� "�� \\\\\� \\ \\\`:�\_`\\\ N� \\ `\`\ \ ` \\ \^ ti°� 6 / sS \ :1580 SF, i9 \ \ ` ` \ �� AND AS MODIFIED BY THE PLANNED UNIT DEVELOPMENT APPLICATION (PUD). `II IIII \\ \ ��\ \ \ `�\�\ \ \\\ \ \ \ \ \ \ \ \ \ O� o. 1-7a i \ \ \14 \ \ ti Q \ o. \ \ \ -I,I,I11 ?rl IIIIII \\\ \ _ --- \SO ,\\ i\ \ \ \\ -�\ \ \�\\ \\\\\ \/\\\\ \�\ \\ \\\\\` \ / OPS 'tip' / 2145 SF \\\ \\\ \\ \ \ \ \ \ o!�I "III \ - io \\ �° \ ` \�\ \\ \\`••\�� \\ \\\ \ \ \ k \ \ \ \ \ ° $ ' �' , . ' •' °• _ \ ^\\ \\ \ \ ///J'\+ \\ 37 \ 6. A PORTION OF THE PROPERTY LIES WITHIN FEMA FLOOD HAZARD ZONE A ALONG THE TEN MILE DRAIN - REFERENCE FIRM PANEL 16001CO265H EFF. `� I " 69812SF " 006 S`JF.-."\ " _ \ \\ \ ` �N �.\\ \ \ \ \\ \\\\\ \ /�6/ 1 // S 2-7 \ ' O S 9 17759 8SF \\\ \\ \\\ \\, v \\ \ o F o 0 35-5 " 36-5 1 \\ \ \ \ \ s." \ \ \ \ \\ \ \ \ \\ \ \ p o. \P. 2':.:',''.:' d \ \ \ 1 I I I , _- 6067 SF 8577 SF _-- 1 \ \ . \ , \ \ - a.-- -, \\ \ \ \ /, \ \ \ \\ \ \ 0 o rL 8 •O. '";3 \ \ \ cJ O 'I _ \ \ \ \ \ \ \ �. $ s 1a 15 sF 2 o• \ \ \ \ \+ \ �, DATE 2/19/03. 8-24-20 N {IIII y (IIIIIII Ir \_- l T ��\SO o\`�\ \\\\ \\-���\``�x\ \ \\ \\\ - \\\ \ \ 1\ I I Y o• ? °•o. - \ •00. 5-$ �O \\ \\ ♦ \ \ \ \ \ x\P ,9 in IIIII rh111 III I ! O � \•0 e.\\ \ \ �\ 4 \ \ \ .�j �\\ \\ 1 1 I I / 3-7 O ,,.. \ A 1553 SF O.- \ \ ♦ \ \ \ \ \ \� \ T� \�P 1111�' �T111111 o - / / \ o\\ \ �`�\\\\ '` & \\ III 1 I I I I 1 ' a6e lass sF�- o. o s I �\ \ \ \+ \ \O�c 7. PUBLIC UTILITY, IRRIGATION, AND DRAINAGE EASEMENTS ARE AS FOLLOWS: Pp OF O� II \ o'_ / / / \ \ �� ��`�\ \\----\\ x \\\ \ \ �\\ IIIII 1 I .O yy. 8 /- - ♦ \\ \ \ \ \ IN. 04S F IIII, / \---� / / \ \ ,. \\\ \`\\\\\\,I IIIIII 1 l I / ° 4-7 ' o o\ �O 24s8F 2�o 55 ?o.� \\\ \` `"' ` \\\ -, \ 7.1. ALL COMMON LOTS INCLUDING SHARED DRIVEWAY COMMON LOTS ARE HEREBY DESIGNATED AS HAVING A BLANKET EASEMENT FOR PUBLIC SS K ER��'\�S (IIII 1 IIIIII 37-5 \ \ \\ 3 \` _- \ \ , \ \ \- T I 1 ,N 1690 SF 'u i'S� \ 9 0, s 8 -i \ \\ \ \ v� \ e \ \\ �� 00, 17N \ \ \ \ \ \ \ I I I III 1 \O s \\\\ \ \ \+ \ \� r•11 I ;j1j1; I \\\ �_�6000 SF a \ ` . \ \\->__-_ \ \ \ \�\`, I 1 I I1 ,111,1j I I I � . .. •�' o s LP'' o. . y." - 5 \ \ \. F \ UTILITIES IRRIGATION AND DRAINAGE. l o .,. by 1 s ti.. \ 0• \ \\ \ \ , 14 1 i I -----7------- - ---- \\^o• \ t •., �6\-\, -- -,\\\\\\\ \ I IIIII I\I j I IIII q� i L�' ' 6S 4 0 \ -.:`/, .. so \ \ \ \ \ \ \ • 1 II 17•3' �� / / \ / _ p\`?8 .-�\ \\\\\\I 11 I I I I III I I I I I I I I I I ' 6� ''�,y/O \s ° 21�45 3F \ \",��,5808SF rye. 14 ' •° \ \\� \\\ \\\ \� \\ 7.2. ALL BUILDING LOT FRONTAGES TO 33-FOOT STREETS ARE HEREBY DESIGNATED AS HAVING A 10-FOOT PERMANENT EASEMENT FOR PUBLIC • . • • SBs.:. .. .' +;•. ,so,o'..:. / \ 38 5 _n 4 \ \ \ I I I I 1 ; '• \ IL \% \ \ \ \ \+ \ UTILITIES IRRIGATION AND DRAINAGE MEASURED FROM THE PROPERTY LINE. �- / / \ 6000 SF \\ / \ `\ \ \\ I I I I I I I I 1 1 I I I IY.I 1 I 1 ' E e• E• • I IIll..".."`- .:::.%...::.1':.:':........ :. _ o' \ I I f' . _ \ \ \ \ \\ `\ \ , , e111 . :' �/ / - __ i Vim/ \`, \ IIII 11 I I I I ;I I I I I, I1 o N ;:.�6 ss 8-7 ,8s8F \\\\` \\ \ 7.3. ALL BUILDING LOT FRONTAGES TO 24-FOOT STREETS ARE HEREBY DESIGNATED AS HAVING A 3-FOOT PERMANENT EASEMENT FOR PUBLIC II 32-5 O:\ X \ / -- v i ❑ \ I I I I I I I I I I I I Q ✓ 1495 SF I ..- O \ 7394 SF n5 MB� ��\ \ % x- \ o \ \II I I I I I I I I I I I I I I I I I I�\ O "n. ° / 8 \~ ° \ '�\ \ \ \ \\ ` \ \ .• e• e• hh -39-5-__ \ / \•�_ \ \\ ; ; 1 I I I I I I I l I I I C \\ d'L ss ,s5 sF ��° . ` 15$528SF 6 . \\` \ �\ \\ .\ \ UTILITIES, IRRIGATION, AND DRAINAGE, MEASURED FROM THE PROPERTY LINE. ' • ,� ,� ,� SOO so,s sF 40-5' \ \\ \ l I II 111;IIIII III 11 111 I I I I \ \\\\\\ 12982 SF ° $s/� �. ♦ \\\ \ \ \ \ \ \ . . . E-+ - 108.7'- _ 6 14' I \ ♦ Er .\\ \ 7.4. ALL BUILDING LOT FRONTAGES TO ALLEYS ARE HEREBY DESIGNATED AS HAVING A 10-FOOT PERMANENT EASEMENT FOR PUBLIC UTILITIES, IT n1 es S --N -5s,z sF_ \ \ �\1 I I I I \ \ 6-7 o d �/ d 10-8 O 5`•. o: \\\ \ \ \ \ \\ \ I 1 I I 1 r / '� 9 1 � �•x\ _ \ \ 1 1 1 I I I I I I I I I ; \\ \ \ \ \ 1690 SF �•p `y"b•0 Y ti� ♦ 2139 SF ��O. i , .!yh..:.: \ \ \ \ \ \ \ I Illl `(;11 / �_ - �� �� 1 4 \ ` \ ^ \la\1 I I1 I I I \ \\ \ \ \\ \` 13 A i / ' \ A \ �`\\ \\ \ \ \ \ \\ \ IRRIGATION, AND DRAINAGE, MEASURED FROM THE PROPERTY LINE. 14 / I - �� \ \ \ ' \11 111 I \ \ 8 ' o �7T'sf • \ \ .''; 17 \\ \ \ \ \ \ \ u `ISO-51 -� so \ �\ \ \ \ �1111 �� O o ti..:.-:..:.:: \ \\ \ \ \ \\ 7.5. ALL BUILDING LOT FRONTAGES TO SHARED DRIVEWAYS ARE HEREBY DESIGNATED AS HAVING A 5-FOOT PERMANENT EASEMENT FOR PUBLIC I IIII 5095SF -1' _ S-_�\h_ > - Sg RQ O' `�/ ice \ /'\ \ \ \ SO\\\ \111\111\\ \\ \\\\ \ \ \\ \ / /� /� � ti� ` o: \ `\ - :.. 5i'• d, \ \ \ \ \ �\\ \ \I - ^_ 3�. \�a q�8 �� ee \ \ \ \�o \\�\\\ \ \ \\ \\\ \\ \ 00 / o a / /. �s \ 11-8 ;',' o \ \ \ \ \ \ \\ \I IIIII ,II 1 1 I ,-Iro '1\ `� 4 \ !/ \ti\/''\\ \ \ \ \\'`` \\�\\ � \\\\�\\ `\\\ -WOM 5• q'6• fp/•9� ,i,° •Os 0�5 ' \�,1580 SF' '�' \ ` \ \ _ \ \ \ \ UTILITIES, IRRIGATION, AND DRAINAGE, MEASURED FROM THE PROPERTY LINE.\ 2, ' \ \ \ \ \ \\ \ \\ / s� S,. \ \ \1 \\ \\ 7.6. ALL BUILDING LOT FRONTAGES TO COMMON AREA "MEWS" THAT ARE NOT SHARED DRIVEWAYS ARE HEREBY DESIGNATED AS HAVING A 2-FOOT I IIII�i 100I0 I I I ,a �r �\ Sg M , v^ /I \\ \ \r°� \\\\\\\ \\\\\\\\ \\\ \\\\\\\ co• 0`', GS \ •�. \ fie" Y �\ \ 62569 SF \\ \ \ \ �-- � \��' \ a \\ \\ \ \ \\ � �N• . � SOP � •o. 24-5 ` 8 �`..'.'.• � 14-8 \ \ \ d� \ \ \\ \ I III - III \��i \� J`3 / \\ \ \ \\ \\\\\ \\ \\ \\\ \ 1\ `I,' \ 2 o ::;`•''. 1776SF \ I `\ 'r sq s s4o1a 5 \ \\\ !p\\\ \\\\\\`\"\\\\ \\\\ \\\\\ .N 6 k so \ - ,4ss sF ryo\ o. \ ° \ , 13-8 .� �\ \�\ \\ `\\ \ PERMANENT EASEMENT FOR PUBLIC UTILITIES, IRRIGATION, AND DRAINAGE, MEASURED FROM THE PROPERTY LINE. N I I �I ..-I' 33.00' 1 2-10 ,S 8 /' \ \ \\\ \\ \\\ \ \ \\ \ \ \ \ $' �s ° 23 5 .� O .: e \ \ \ 35 I I n 1 7307 SF �\w w < \o \ \ \\ \\\ \\\\\ ` \ / 1495 SF \\ ,sas sF o. . -s \\ \ �� \ \ \3 7.7. ALL INTERIOR SIDE LOT LINES ARE HEREBY DESIGNATED AS HAVING A 3-FOOT PERMANENT EASEMENT FOR PUBLIC UTILITIES, IRRIGATION, AND 4 20 I 1 I M 59-5 1 0 °n° I \ �- o \ \ ��\° \\\ \\\\ \\\\ \\\\ \\ \ \\' �\ ds i Jm Q \; A \ o \ r ` \ 1 � I I� 5001 SF I z4 , _ �. \ \\ o \ \ \\\\ \\ \\\ \\\ \ $ ° 22-5� ?o �� \\ ° 12-8 9 ?" \ d `\ \ DRAINAGE, WITH EXCEPTION OF INTERIOR SIDE LOT LINES FOR ATTACHED HOUSING PRODUCT WHICH DO NOT HAVE SIDE LOT LINE EASEMENTS. w o . III I I 1 I 1 I 1 2 G \ o O• \,\ \ \ti \ \ \\\\\\ \\\� \ \ , \\ \\\\\ \ -�' ° ti s ,495 SF '1' gyp\ \ 8 •s. 222, SF \\ \ \\ \ 36 Q , z 11-1- I III I 1 \ \\\_`\_ \\ `\ `\ \\�\�� \\\`�\\ \\\\\\� `\\ \ R, o. 21_5 A ,yo �'• \\ `` p - \ `\\ `\ \• \� 7.8. A 10-FOOT PERMANENT EASEMENT FOR PUBLIC UTILITIES, IRRIGATION, AND DRAINAGE, IS HEREBY DESIGNATED ADJACENT TO THE SUBDIVISION o u I _ I_- 1 I o w \ _ \ \ \\\ \ \\ \\\\ \\\\\ \ \ \ -32 q6' / 14 \ Q 0 / 5 - \\ \\ w oo.o' I I � I ^° w I\ v \\ �s \'' \ 42-5 \ \I \\!\\\\\\\\\\\\\\\\\\ \\\\ \�� _ _�.op 6 1495 SF o \ .' ✓b"'°' d3 ` '' \\r\o�yQ•' yy ' ` L`'h',s� \� \ \ \\ \\ \\ \\ BOUNDARY. �, 1 6- /% 3-10 \ 4, s �� 's. \ \ �-6009 SF I \\\\,\\\\\\\\ \\\\ \\\\ \\ -- 20-5 tis• o. 26-5 15-8 i 14 0. \ \\ \� \ \\ \\ o I Ili% \\ 5518 SF \ 8 \\ � \ % / \\\\\uo\\\\\\\\\\\\\ �\\\\\\\ rns ,a95 SF .. „up_. s 2080 SF, \\ I " 51578 SF 5 \\ \ 1 3 \ /-_l \\`\°`\\\\\\\\\\\\ \\\\ \ \rDf °• o. /ti, titi s \\ \ 33 \ 8. IRRIGATION WATER WILL BE PROVIDED TO EACH LOT IN ACCORDANCE WITH IDAHO CODE 31-3805 (1)(B). THIS SUBDIVISION IS LOCATED WITHIN THE o= o I ( I o l 1l a9 \\ m \ s \ \ .��'' \\\\� \\\ \ \\ \\\ \ \ \ \ 19-5 ti's• 27-5 \\ _ '•s. / o. 16-8 \ \b \ .. ,0 58-5 1 0 �/ , a• \ ,^��� �- G �. \ \ ! \ti / \ \ \o\\ \ \N \\\\`\`\\\\\�,\ \ \ lsso sF o:: � \\\ \ \ NEW YORK IRRIGATION DISTRICT, AND ALL LOTS SHALL BE SUBJECT TO THE ASSESSMENTS OF SAID DISTRICT. L G. I ca\aD� \ w ' / ` C`?�\ / -� \ \ rA\\\\ \\\`",\,\\\\\\\\\\\�� \\\ \\ ��. .- ',,�'S. d', \ 1495 SF `\ \ ?� �oo�' 9 1759 SF \ \\\ \\ \ \ zo in 1 �^5001 SF N a 1 1 Im\/ \ -4-10, s \ \ \ \a \\\ \\\\\\\\\\\\\\\ \ \r ti' 28-5 0 ' 8 \ °• 17-8 `\ �\\ ` \ �\ 9. BUILDING SETBACKS AND DIMENSIONAL STANDARDS WITHIN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH THE APPLICABLE ZONING 11 I EG -1- EG \\ / 5827 SF `" \\ �• / \ 43-5 \\\\\\�\\\�\\\\�\\�\����\\ \\ ,q"�� aS 1495 SF "b�•• \ 1552 SF 6 \ \ �w I \� I m EG —E s°�\EG G( a \ / \ 6049 SF `�\\ `\\\�\ \\\\\\ '\ `\\\ - �'e°� °' \ /� \ ? \ `\ ` \ ` \ \ REGULATIONS OF THE CITY OF MERIDIAN AND AS MODIFIED BY THE PLANNED UNIT DEVELOPMENT (PUD) -SEE PUD SITE PLAN FOR ADDITIONAL " O• EG \ \\ \�\\\ \ \\\ \\\\� \ \�\ ti. •o dS 29 S o �`'rr �s ,,\ 18-8 0 5'. �. \ \\ \ \ \ INFORMATION. 2" /100.0' �EGI [� a o 1< EG _ �6' \ \ \ \\\ \\\\\ \ \\\\ \\\ \\\\\\\ \ \ 6: 1495 SF O ^u• / 9 h: : \\ \ \ \ _ I °° EG / G — �. \ \ \ r \\ \ a\\\\\ \\\ \\\\ \\ \ \ r rL. 0 i/`I. •00 ,y1• 2135 SF O' / fL. .. \ \ I / p —EG \ \ o \ \ `p;S \ °d �'°i\�ey\\\\N \\\\,,\\\\x -\\�\\�\\ \ A i A / �\ \ Go Q \ / \ \ \ \\ \\ \\ SOS 30-5 0\� \ sy 17 ��� \ \ \ \ o=a 11 I / �, I \ \ 1r1' \\'�.\\ '�\\\\ �\\\ \\\ \\ \\ \\ \\\ ,y..`Z 1495 SF 'S d5 cP O. \ 5''a \o \ \ o J 4 57-5 a \ 5-10 `� I \\ \ \\ \\ ,\\ ,\ \\ \ \\\ o. , $� ytio \ s \ �'.'.::.:; ' `, ,° \ \8\ \ \\ 10. LOTS (L-B) 1-1, 6-1, 21-1, 29-1, 32-1, 34-1, 39-,1, 1-2, 10-2, 1-3, 10-3, 8-4, 8-5, 40-5, 1-6, 5-7, 1-8, 2-8, 7-8, 15-8, 23-8, 4-9, & 1-10 ARE COMMON/OPEN SPACE a= o o �' 1-10 \ S 5 6918 SF co \ \ I\ \�\ \\\ \� \ \ \\ \\� ' O '1 d'S \ \ ,19-8'.:::� 'o. \ \ \ \ re3 in I / 5001 SF ,c \ O `�\� ro 1 \ \ \�\\ \ \ \ \\\ \ \��� \ \31-5 ' •s O / •°. \ , 5/ \ \ \ \ \ \\ \ LOTS TO BE OWNED AND MAINTAINED BY THE SUBDIVISION HOMEOWNER'S ASSOCIATION, OR ITS ASSIGNS. 5900 SF O• \ \ \\ \\\\ \\\\ \ \ \ \ g =o i / I \ a \ I ° \ \\ 44-5 \ 11 \ \\`. \\\\ \\\\\�\\ \\� \ 14\ \ \ \ •.\ 1781 SF /ry �QP q•6�✓,%\ 2699F\ S\ O \0.1579 SF i \ \ \\ \ \ d� \\ I o `� -\\ /� ,/ \ '7326SF \-, \\ \\\\\\��,, ��\,,- ���I \ Ok / ,ice, 6S\ 30 'S }.-.•. `b� 22-8 '1 \ \ \ \ \\ Z w I \ I , �__ __ __� /P , , ��\ \\ \\ \\\"` \ \ .ti�� ' �s °`, 2_g �i?o `\ "� `.:,'.;.': s nss SF \ ` \ \ \ ` 11. LOTS (L-B) 2-1, 10-1, 17-1, 25-1, 33-1, 43-1, 3-8, 11-8, 19-8, 27-8, 32-5 &47-5 ARE SHARED DRIVEWAY/COMMON LOTS FOR THE BENEFIT OF THE ADJOINING a _ 2, 6�, e / \18 w 1 \ " '- \\ \\\ ``\ ,43o sF I- \'sue.�� °o•':' `� �? \ \\\ \ \\ RUT � LOTS. MAINTENANCE OF THE SHARED DRIVEWAYS SHALL BE AS SET FORTH IN THE CC&R'S PROVIDED FOR THIS DEVELOPMENT. `� I \ I i \ \ 1 I III I I 1 I ,-,, -, \\\\\ \ \9 \\\\\\ 20 \ 21-8 �00,... \ \\ \\\ \ \ ` W \ I 110.6' 74.5' 1� III I I I 1 \ \\ \\ \ h 3-9 / - ;O. d 1552 SF \ \ \ - \\ I ��`\ / \295 I I I III I I 1 1 1 I I I I \ \ \ \ \ \\ \ \ \ I \ ° ' I— SF s \ �\` '° \\` \ \ \ \ \ \ 12. DIRECT BUILDING LOT ACCESS TO E. LAKE HAZEL RD. IS PROHIBITED. ;u o I 56-5 \ 8w aw 8w aw &h / o. \ / I I / Ill I I I I I \ \ \ \ \ MN /' "y� \ 20-8 g. o• \� \\\\ X \ \ o1 soo- 5 1 224' W i - \ I 1 1 III II I 11 A' �� II \ \\ ' \ \ \ \ y\ \ \ ` I s zlao sF \\ \ \ \ 13. PARKING SHALL BE RESTRICTED AND NO PARKING SIGNAGE SHALL BE INSTALLED ON ALL 24-FOOT STREET SECTIONS AND SHARED DRIVEWAYS. <r 1 , \ - - c -0 \ I 1 I III I J� ✓ \\ \ \ I \ S \\ \ \ \ \ o a 0 85 8S -8S\- o-8S 8S o I I �r`\I ����\ \ \ \ \ I\r�\\ \ \ , 0 ' \ ds\ ,ry�,., s \\\ \ \ , \ w = I I\ Q_ROAD 8 47-5 . / I I - III 1y 1 \I ► I \\ \ \ \I II `� \\ \ \'. titi• 14 \ ,, \ ti. �5 ' 9 \\\ \ iI I I \ m d 35s6 SF 1 / 45-51 o I I 'd I I 1 I l I\ 1 1 1 1I I%%, \ \ \\ \I f \\`\\\ \ t\s \ ' \ ./ 23-8 14 \\ �\ `/ \ -o * 42.0' a6.8' 46.8' 46.8' 3.2' ,^ 1 / 8747 SF � I 1 r j 11 \ I I 1 1 \ \ \\ \ . 00 p0 / 7-9\ V c� gy:, d+ \ \ \ J'z RUT , ,00.0' 1 , ,� / -SF 2413 - - L - � . : I / � I I III 1111 I \1 1 1 � 111 \\ \ \ 11\ \ \\ \ \ r�tk• 5• 4 9 o rn SF\ I ,��.,1617 SF titi• o \ \ / \ go 'h I .o / I N I 1 ►11 I \ I 1 1 \ \ \ 1V \ \ \ \ "` 6., ,p \ I I \\ \\ ,• \ \ , Parcels Included oy I I ry - M / a I I 11 \ I11 \\ 1 \ \ \ \ s7o3 ti' / / 24 8 - ------ ------- --- - - j ,.. ... a / I I I 4I It1 \h 1 I N VI1 \\ \II \ \ C\\\\ \ \ s-9 �d \ �_ o d / nss SF x\\ \ t t -/�- a / I I 1 I I Xt 1 I I 11 1 1 %\I \ N \\ \ \ \ 1430 SF O 6• ? � \ \ \ Ya 6 1 55-5 1 0 o= I / I I I I II 111 I I \ I I It 1 1 \\I \ \II\ \ \ r� \\ \ T1' s d+. O. r /8 �� ti o. 25-8 --- \� R \\ on ac S .z o 1 5001 SF \ I I I I I I I \\ \ \ \\ \\ \ 0 6 �. 13 1 \ k .0 6 1 , e S1404212550 -16.31 ACRES / 124.8' / I 11 I \ I 111 1 \ \\I Y1\ \ 0 \ \ '5-9 0 �' 1553 SF \ PL \ ww - 11 I �\ II\ \ r \ \ \ 1 , " ' 26-8 - /6 \ \ �3 I 1 11 o I\I \ \\ o ,sso sF 'OO \ -, ` \ \\ SUNRISE RIM LLC PARCEL # 1 3727 E. LAKE HAZEL RD. I- 1-- 2766 -- 1 :.C: `. I I 11 1 q\ I� J` \ 5. 8� I I 1 I 1 �^ 1 --- _ I 6 a I I 1 I ►1 1 \ \I I \ \ \� d °o' �\' S -- MERIDIAN ID 83642 I I w I -- I \ % I \ O \/ 1793 SF O 4 '- `%• o� -- a 48-5 I a'.'- / I I (..r I \\1 I !1 1 \ \ \ \ \ 1 1 \ LI' 1' \t sj O. / i' Si 1 \ \ ' "o m_ I o 49-5 .1 I ,00.o' -1--53-5=== - 52-5 0 0 51-5 50-5 o 4993 SF I I I 0 1 1\\, 1 11 1 \\ II \\ \ ' // \ s. / t. \ AUDREY D'ORAZIO I 1 . 1 5731 SF o 4718 SF 4716 SF o 4755 SF o 4793 SF o o':' ../. / 1 1 I Ln I I \\ IIII 1 1 I `\ 11 \ \ \ \ \ \ a 0 6 `I''' ✓'... �7 .\y.: - I I• \\ 111 1 \1 \ : . ! - \q /� g�' \ \ CP r `\ OWNER 4450 W. SADDLE RIDGE DR. .Y 33.00' m I i 46-5 / 1 I / N I I it IIII J 1 \i, _ \ "' �0 \ S1404212750 -10.03 ACRES L. SW Corn a dH❑�-d'G did d O dH❑ dH0 ,T n 8775 SF I I n I V JI \`Y I \ > >Q \ N NAMPA ID 83687 z �3 ;:.i 1 % s2s w 6 o o o n_ 54-5— I I 1 �� \ \\�\ \R M9 63' MR ''..27-8 \ �$' \ o PARCEL # 2 3727 E. LAKE HAZEL RD. \ 1 1 / I 1 1 z _3z : :.. :,.a';::.. ':' ..'.'..:"s7,2 sF CELL: 208.724.6239 I s7n SF 1 1 I / I I \ R- ::....:..1: :-1 . \ _ A \ + rn MERIDIAN ID 83642 :.,..:. . o'[ � � Govt. t 3 1 / I > 1 I I I I I I I I I \ \� -----I -- aD D ro, \ \CO HP 64 L-------------J �- ------ --------- ------- ---------- J ------ ��-----_� ° I n 1 62.9' - - N.: ::.';':. '- - - - 111* SE Cor ------ 7---- / S �9 3 59 ,W I 300.06"I 1 1 , 1, \\\`\ ��r• _ ° , - =�100.0` T 57.T- -46.8' 46.8' 46.8'- -46.8`.- - 46.8'- 25.3'= - r'120.2'= j �X , XT of x i r T -441.8'- 145.0' 82.3' ,I CjOVt, L SOUTH BECK BAIRD "PLS 1 � ' JAY GIBBONS& Q SX 89 J� VV I 2 . 13 16 \ \\ \ S a if 4 I \\ 4347" a LAND PLANNER 2002 S. VISTA AVE. J d 645" I . \\ N BOISE, ID 83705 Attached Housing Parking Summary w Z10 Sv0 RUT \ o OFF: 208.342.2999 GARAGE PARKING 254 STALLS z 0 v — ILIY Lo I I o � zco � Ir 0� \ FEMA ZONE A I C/) < o O�m g. g. FLOOD BOUNDARY ERICKSON CIVIL, INC. DRIVEWAY PARKING 62 STALLS 4X 2 LU Y N N m J�JQ� PX1,1 P,'S� 5 \ ROSS ERICKSON, P.E. a 9 _ Z y00- Ore I min P a 1%I I ENGINEER 6213 N. CLOVERDALE RD. STE 125 OFF STREET PARKING 71 STALLS Z o af w qo ��s� -5� \ 15 I BOISE, ID 83705 IIIIIIIIIIIIIIIII a \•. 10 o , 120 Fv�O / Feet - \\ I OFF: 208.846.8955 TOTAL PARKING PROVIDED 387 STALLS — TJOB NUMBER: �\ TOTAL ATTACHED UNITS = 127 ATTACHED HOMES 5\ J IDBI90 6 \ .: • • - . . s D YING 1 COMPASS LAN SURVE RICHARD GRAY, P.L.S. REQUIRED PARKING (2 OR 3 BED @ 2 STALLS/UNIT)=254 STALLS DATE: 4-10-20 PROFESSIONAL 623 11TH AVE. SOUTH Ir : - - - - - 7 - 5 LAND SURVEYOR IL SHEET NUMBER: / NAMPA, ID 83651 OVER PARKED STALLS=387 -254= 133 STALLS (52.4% OVER PARKED) \ v OFF: 208.442.0115 F ■ \ I AN ADDITIONAL 88+/_ON STREET PARKING STALLS WILL BE - PPI AVAILABLE AND ARE NOT INCLUDED IN THE ABOVE PARKING w \ I CALCULATIONS. w J_ d 75.00'SECTION LINE TO BUILDING LOT 48.00'SECTION LINE TO FACE OF WALK 15.00'ACHD SIDEWALK EASE. 42.00' HALF WIDTH ROW w 40.00'FUTURE TBC J z w 35.00'LANDSCAPE BUFFER J p z M 3. 20.00'PLANTER 8.00'FORESLOPE GRAVEL 17.00' PAVEMENT O � z 3 P GRASS&SPRINKLERS = SHOULDER O o w �SE� ��qNj ca a0 m a 2.00 7.00' FLAT 0 LANDING O 4:1 MAX p 2% 2% 1.00' m �- `- t- FLAT Q� �X -- - - ------------------------------- - _ _ - - ----------- - -- ------------------------------ LANDING CONCRETE SIDEWALK ---- -����%�-���%��--� PER ACHD SUPPLEMENTAL X� ����������. STANDARD DRAWING SD 7097 a a a � DRAINAGE WINDOW z�x���� �� � FO RES LO PE& /, . .����/'� <<���A���V<�����, SEE PLAN FOR LOCATIONS �- � o����������A SHOULDER 6.0"THICKNESS ASTM C33 FILTER SAND �M��� � OF%"MINUS CRUSHED ����%��� AGGREGATE BASE COMPACTED TO 95%MAX c DRY DENSITY PER ASTM D1557 0 0 o 2.00' o �' 17/48 E. LAKE HAZEL ROAD WIDENING PP.2 O O 47.00'ROW 10.00'PUID EASEMENT 33.00'TRC TO TRC 10.00'PUID EASEMENT C/L 5.00' 16.50' 16.50' 5.00' 2.00' 2.00' 1.75%+/ 0.25% 1.75%+/-0.25% 2% 2% a a 2a a a a a a a a a a a a a a a a a a a a a a a a A \ CONCRETE SIDEWALK � X�/��� ������� CONCRETE SIDEWALK � � /i�� / / �j � � ��������������� �� /� /, PER ACHD SUPPLEMENTAL PER ACHD SUPPLEMENTAL %�j�� � �� �j��j�� �j, �� � � � � / STANDARD DRAWING SD-709 STANDARD DRAWING SD-709 3"ROLLED CURB(TRC) 3"ROLLED CURB(TRC) PER ACHD SUPPLEMENTAL PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-702 STANDARD DRAWING SD-702 33/47 STANDARD LOCAL STREET CONTACT DIGLINE 2 48-HOURS BEFORE DIGGING PP.2 1-800-342-1585 z 0 U) 0 28.00' ROW J U) 24.00' _3.00' 3.00' _ Q - PUID 2.00' 12.00' 12.00' 2.00' PUID Z Z Q EASE. 2n�/o 2% EASE. w Q -. �- LJJ 6"VERTICAL CURB WITH NO GUTTER(TVC) > PER ACHD SUPPLEMENTAL STANDARD Q DRAWING SD-701A w w w0_ z O O a 4 28 MINOR URBAN LOCAL STREET SIDEWALK c&\ST 2 / R RB BEET ) 3 �� ��G,STF OFF PP.2 3 LP 8-24-20 �O /PpssT K OF • . . • 5.00'ACHD 28.00'ROW 0 �� �� 25.00' EASE. : . . ' .• .. .• 24.00' 3.00' ; '• '• '• • PUID • � � EASE. 2.00' 5.00' 12.00' 12.00' 2.00' PUID 2% 2% EASE. u ( a a a a a a co • CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-709 6"VERTICAL CURB WITH NO GUTTER(TVC) w o . PER ACHD SUPPLEMENTAL STANDARD ¢ �s ❑ a U DRAWING SD-701A >W z ¢� oa O z< o - NU 90 24/28 MINOR URBAN LOCAL STREET (SIDEWALK ONE SIDE) 4 Wow PP.2 w� a �g Q z >�>' O NU W. i2 Q 00 KZ O ¢U O K W Z4 -O �Z 20.00' UN 20.00' Z. �W 10.00' 10.00, Q 10.00' 10.00, w �3 O HZ 1.0% 1.0% 03 YY 1.0% 1.0% 0 03 6.0"THICKNESS OF 4,000 PSI PORTLAND CEMENT CONCRETE �� ��\� ' J U 6.0"THICKNESS OF 4,000 PSI PORTLAND CEMENT CONCRETE z m Lo STRUCTURAL SUB-BASE. STRIPPED, NATIVE, UNDISTURBED SUBGRADE OR 10.0"THICKNESS OF 3/4"MINUS CRUSHED AGGREGATE BASE O � '6 w STRUCTURAL FILL COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557 COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557 STRUCTURAL SUB-BASE. STRIPPED, NATIVE, UNDISTURBED SUBGRADE OR Z } z 't 00 of 10.0"THICKNESS OF 3/4"MINUS CRUSHED AGGREGATE BASE a m STRUCTURAL FILL COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557 o O m co COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557 F W Y N N m w Q U �X Z W W o-Z O U- Q d 0- ALLEY 6 SHARED DRIVEWAY 5 JOB NUMBER: PP.2 PP.2 Lu J IDBI9056 DATE: 4-10-20 SHEET NUMBER: w PPm2 w w