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PZ - Revised SUNRISE RIM-PP (10-8-20) Q 1 9 % Fraiming© 41 A .\ i W u STe^I qve n - 1 o f f Lakehouse Homemade'' ce y';,", Jy` W ;...eneatred E"""" 21 Apparel Q extra Pro Services Q \ R_15 1 -- - Q ELerin Dr p N`9rd. WHonaYD¢Y�' _ \ v as WGlerils Dr > 1 = �j 3 v� Rockham ton II Park Lake Hazel Bible Church 5 - \ 1 \ `oC W Colungwood St O . 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 O w Lake 15 \ - 1 - T L - - - - - - - - - - - �, 1 O Pd.,D, Lake Hazel Risen Christ \ E. LAKE HAZEL R D. LU Elementary School Catholic Churc c \ o The Church of W - N \ Jesus Christ of Latter...©CJ9 Boise Ranch Golf Course 9 d' o n I EX.WATER \ D \ TES �e ` = a N 89 43 34 E 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:�_� P�OHP- LU W r F#E,E T��TESZ 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��rP�� �{.�-Ep-TEt4REH TrE'- -:L�--�TE�EfE_L -TE � -EWn�- P' W m TES TE���TES L PTE ���Tr EF EP EP EP EP EP EP EP _ III----�_ EP EP EP EP EP EP EP EP EP EP EP EP EP EP rF -EP EP EP H2❑ Hz❑ Hz❑ H2O Hz❑ Hz❑ Hz❑ H2❑ Hz❑ Hz z❑ Hz❑ H2o�,,IL�g" , y� LAKE HAZEL RD.2G-m-Hz❑ Hz0 _- -- _ E, EL_-- Q- _____��------------------=N#'J334 �� .��____c>_�-=__== __= - __--__-_ �Ie===- EX.SEWER _ - 33 \\ f4 ENe i.L. J Elcemrosr Hazelwoo - - --J ' - --- -- - ---� - - - - 9 OI - - 4 "Illegible" -- - �Gregw➢Dr U_G,eDM'Dr -- - - ----- __-__ -m--= ---- - - --------------\ 4 ____ _ __ 3.01. ---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-?__--------- EP- I__ --- ----- - -- Q W% . Dawn Bake -------- ---- - ---_ '_ EP----- __---_ --\ --�� Boarding and Horse... eeD, Q T--�- - - - / U.Z I 52� Q 0 servicesCe -��" � ---------------_ -------T 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 e� -wT6 ---.Z1_ - //�`1f 1°�-- \ -c- \ \ ,� (</ Evamaye Pmme in d ey \ - _ --__ = 351.5'=== = = �_ -___ \ BllndsourceQ .1 1. PROJECT- m I • a y0' ��� T CONCRETE SIDEWALK - - - - - - - - -\- \\\m + I\E --- ---�- - -------- ------- ------- --- EG - ----- ---1 a Cutleryshoppe PR scloverd ITE °a. �� a RUT 17 30.0• 20.0' N ` ' _\ \ \\\ \`� \ n I k or:nam.,. 1. 65- - 75.0' 1 �. \ \ \\ \ \<1 \ . .:; .. ."., \------------ r1 �h o, wo 1 65.0' -------------------- 20.0' I I 11 \ \ \\ , e 14 a a �.. .`.'a `a. m ,�, 2210 SF M M 2210 SF M,' -:M 2550 SF M . \ �` \ \\ \ \ \\ a 6 I 6 1 2.00' \ \ \\' , \\\\ F�, eas' `�a Dic Repa 65.0' 750 TYP., \ \ \\�`�j \ \�\ \ \ FC \ \ Keyed Notes 0 Legend ca^a rX y 7enmile ._ \ NORTHHaaka 2-lI. r?':.0 4-1 6-1 8-1 �'10-1. 12-1 \ O \ \\ \ \ a Community Church o IT 162734 SF' N�, 1560 Sr N1800 SF of 1560 SF IIN 11100 SF ci•,.\ 1800 SF N � \ �\,\ \\ \ RUT \ on EColumbia Rd EColumbia Rd EColumbia Rd EColumbia Rd EColumbia Rd EColumbiaR 200� ss.o' `\ \ \ \\ `\ as as- EXISTING SEWER AND PIPE SIZEI'•.. 65.0 .• 75.0' ., 7 \ \ \\ \ 1. REMOVE EXISTING HOUSE.5.00'TYP. \5;00'TYP. ...._o TYP. o- o •o.•; ':._o o \ \ \ \\ \ \ � \ \ 6w 6w- EXISTING WATER AND PIPE SIZE x I 3-1 7-1 _ \13-1 T \ \\ \ \ 2. REMOVE EXISTING STRUCTURE. r� ML-�O_6O_S_FJ _J M M__ L2_O6_O_SF__J• n-.....M 2a00 SF •n \ �\ \ \C \� �', �\ \ VicinityMa \ 2'/.I _ �....,...., '.'. �'�75.0' I \ \\\\ \\ \ \+\ \\ \ \ 3. ABANDON EXISTING WELL IN ACCORDANCE WITH CABLE EXISTING CABLE p i.0 30.7' 65.0' 20.0' 65.0' 17.1" 14 , \ \ \ \\\\ \- �\ \ \ THE IDAHO DEPARTMENT OF WATER RESOURCES \ \ \ \\ \\ \ \ STANDARDS AND REQUIREMENTS. EXISTING CENTERLINE \ _ IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIaw aw aw aw y5 �\ \ \\ \ \ ml 11 ti °9 \ \ \\ \ I� _ - _ 233' -ROAD 2- - as aw .1 o• \ \ \ \ �`\ \� \ - - - - - - EXISTING DITCH l , as ss as ° R sO tiv o \ \ \\ \ \\\ \ \ \ 4. REMOVE EXISTING SEPTIC TANK AND ABANDON Development Information �/ o' c, 16-1 \\ \ \ \\ \` \\ ` EXISTING DRAIN FIELD IN ACCORDANCE WITH THE Ec Ec EXISTING EDGE OF GRAVEL 1.0'-27.0'-24.0'-24.0'-27.0' 27.0'-24.0'-24.0'-21.2' •r. ;' �•5`L' p• 1759 SF \ m\\ \ \\ +\ \ x a I �� �� \ 15-1 \ , �� \\\ \ \ CENTRAL DISTRICT HEALTH DEPT. STANDARDS AND `L -- -- --- ------ -- 1553 SF 6 \\ +\ \ EP EP EXISTING EDGE OF PAVEMENT x 11 0 Y i r--- - r--- \ - \s 2 � \ \\ \\ \ REQUIREMENTS. PROJECT DETAILS o 6 i 6 6 o I 2z s sF 'Oo. `ti55,;: o ` \\\ \\ \ \ \ 5. REMOVE EXISTING OVERHEAD POWER. X EXISTING FENCE 33.00': o . 0 o I m a, m I w z \ q \ \ \\ \ \ \ EXISTING ZONING RUT rn m rn m rn / 9 \ .. \ \ m 9 I- \\ \ \\ _ .....-.,._ I s \ \\ \ \�\ \ \ --_ \ \ 6. 20-FOOT WIDE SHARED DRIVEWAY. F/o EXISTING FIBER OPTICS ZONING: R-8 & R-15 (PUD) �j 10-21 9-2 8-2 7-2 6-2 1 1 5-2 4-2 3-2 2-2 1 'o- \ \ \ x " 1 .361 SF 2430 SF 2160 SF 2160 SF 2430 SF :2430 SF' 2160 SF 2160 SF 2429 SF \ 17-1i `fl \ \ \ \\ \ \ I 1-2 1 I ti° tsoo sF' , > `\ \ \\ \ \ \� \ \ 7. 20-FOOT EMERGENCY VEHICLE ACCESS 28' INSIDE cns EXISTING GAS i i i 1 � s \ \ \\ + \ im .I o - c I 2943 SF I : s \\ \ \ \ x I m ,� I I _< . - '°• 18_1 \ \\ \ \ 48' OUTSIDE MIN. RAD.). TOTAL ACREAGE: 26.34 AC = 1,147,172 SF �� :,:_ I I - ..,. � c 1 ° o �° _, 1759 SF \ \\ \\ \�� \\\ \ \\ ..,. � EXISTING GRAVITY IRRIGATION I 1 1 :_ I 1 \\ \\ \ \ \ I \ L-- ------ ---J L--- -''---" - ---J �• \ ° 19-1 � \ \ \ \\ f \\ \ \ 8. 10-FOOT WIDE ASPHALT MULTI-USE PATHWAY WITH TOTAL NUMBER OF RESIDENTIAL BUILDING LOTS= 157 LOTS I )\M cmr l °,� \ �iL \\ 1553 SF 1q O.; \ \ \\\\\\\\ \ \\ \ EXISTING JOINT TRENCH TOTAL NUMBER OF COMMON LOTS = 35 LOTS \ v \ 14-FOOT WIDE PUBLIC ACCESS EASEMENT. x IN 16.73w-27.0' 24,0' 24.0'-8W-27.0' 27,0'-IV-24.0'-gyy 24. 27_0` - \20-1 \\\�\ \ \\ \\ \\\� \\ \ I - - ROAD 18I - IS - - u \22os SF 55 `'� \ ` \ \ \\ \ \ \ \ 9. MAILBOX PARKING - 5-MINUTE PARKING. EXISTING OVERHEAD POWER GROSS LOT DENSITY = 5.96 LOTS/AC I I� -a5 9S- ST , 3- 45 o dl S , A A �- A I y 16.9' 27.0' 24.0' 4.0' 27.0' 27.0 24.0' 24.0' 'z7.0' s •° \ �/� •: \\ \\ \\ \\\ \ \ \ 9 \ I ` ` , ryry. . ' S \ � \ \\ + ` 10. CENTRAL MAILBOX UNITS. P F - \ 5• . \ \ o EXISTING PRESSURE IRRIGATION RESIDENTIAL LOT NET DENSITY- 15.77 LOTS/AC L \tsoo SF 5 14 °' \ \ \ ` ` \\ \ \ ROW AREA= 21.06% 241,641 SF o _c o - o o . o "o o �ti. titi• s9 \ \ \ � \\ \ \ \\ \ \ 11. EMERGENCY KNOCK-OVER BOLLARDS PER EXISTING STORM / I o 0 0 o o l o 0 o O 14 cs .: '' / - 'o---- - \ \ \ \ \\ \ o I I I o I ,n 10-3 00 - °,_- 24-1 \ \ \ \\ \ + \\ \ MERIDIAN FIRE DEPT. REQUIREMENTS. COMMON LOT AREA = 41.12% 471,734 SF I -cmi o I 1 13 12795 SF I 8� °o.-....\��. o• ,759 SF \ \ \ \\ \\ \ T EXISTING TELEPHONE �I I I I 1 I I - \ \ \\ \\ \\ \\ \ \ BUILDING LOT AREA= 37.81% 433,797 SF ^,1-3 2-3 3-3 4-3 5-3 1 1 6-3 7-3 8-3 9-3 a \\ 23-1 �\ \ \ \\ " + ��\\ \ 12. DIRT TRAIL SYSTEM CONCEPT - FINAL TRAIL N 1 i 444 SF 2430 SF 2160 SF 2160 SF 2430 SF, 2430 SF 2160 SF 2160 SF 2430 SF �n f ��s \ 22-1 1553�F 6 \ \ \ \ \\\\ \ a.\\ \ ROUTING TO BE DETERMINED DURING FINAL VFo EXISTING TELEPHONE&FIBER MIN. LOT SIZE - 1,400 SF I I �yi I ` I I �O.y� \ �o , 22os SF \\\\�_'Oo. `y5` o \ \ � \\\\ \ \ \ \ \ DESIGN. TOE- EXISTING TOE OF SLOPE OVERALL AVERAGE LOT SIZE = 2,763 SF I I I I , s° s° 90- d q o / " o. o. \ 5 17 �\ \ \1-1 \\ \ \ \ 1 I \ 1 I -17 \.' S. y slsss sF\\ \ \ \ 13. PAVED PARKING AREA. R-8 AVERAGE LOT SIZE = 5,991 SF �VI \ I?' 16.7\10.8' 24.0' 240' 2__ �•27.0' .•'24.0' 24.0'i 27.0': / p_ 3060 SF \ \ \ '. '25-1�.;..:- o. \ \ \ \ \ \ \\ \y♦♦ \ TOG- EXISTING TOP OF BANK ' �° / fps ti° isoo sF \ \ \ \ \\ \ �l 14. 5-FOOT MICRO-PATH. R-15 AVERAGE LOT SIZE = 2,000 SF y, I V`rl I I 27 ti ° 12-3 I 1 ? '�', ° \ \ \\ \ \ `+ \ \ EXISTING UNDERGROUND POWER 1 1.1,2 Ma . ,tip° <\ :.a /2160 SF \ :'.�ti : 26-1 \ \ \\\\ \\ ♦ \+ \\ 15. FEMA ZONE A FLOOD BOUNDARY. 13-3 . 1759 SF \ \ . � \\ \ \ PROPOSED SEWER&PIPE SIZE HOUSING TYPE SUMMARY 22' \rT� 3'- �\ 14 o �� \\°•o, 2160 SF , ,1 i$ / ,° °" 27-1 \�\ ♦ �\\ \+ ,\ 16. PRESSURE IRRIGATION PUMP STATION. i I " 1 1 1 es R� ti° ', ` \ 14-3 �° ws\61, o. \ 1553 SF \ ♦ \\\ \ \ 1 �8 °o \ \ � .o �' \ 14 \ �� ` + ` 191M 191M PROPOSED WATER&PIPE SIZE SINGLE FAMILY DETACHED 30 UNITS o d' ° \ 2430 SF o • / 5 �\ \ \\ \ \ 17. NO PARKING - FIRE LANE O. / c� / 2s \ y9'. \ \\ \ \ 74.2- ``\ _-- ti 15-3\\ q co 0 90 ,P, '28-1 - \ \ \\ F \-,-\\ \ SINGLE FAMILY ATTACHED NO PARKING PAD 59 UNITS IIII I I I o f O. 2430 SF \, \ \ \\ \ \\ \ 12SD 12so PROPOSED STORM DRAIN&PIPE SIZE I I I I �I I1 11 s , �p , \ \` �y. \ ` ` \\ \ \\ SINGLE FAMILY ATTACHED W PARKING PAD 37 III I�' 16-3 `\\ , �o , o `ti \ \ \\ \ `t \ \ / �' ° 2,so sF \` ,' - 15 a9 : \ \\ \ \ \\ \ \ 6PI 6PI PROPOSED PRESSURE IRRIGATION j 14 ^ti°; :a, ,oO 17_3 > ry�o '� �, " 7_4\\ \ \�,'�,1. SF s ° \ g `\ \\\\� \\\\ SINGLE FAMILY ATTACHED ALLEY LOAD W/PARKING PAD 31 UNITS ,.I I I I I I \ 1-5 _ 9 �� 2160 SF _ '' •"'_.•� ��p,�,; ,. `DO 3980 SF \\ � o- \ \�\ \ `�\`\ �� \ 12GI ,2GI PROPOSED GRAVITY IRRIGATION Total 157 UNITS I i;1 i 1 , O 11^ 2039 SF \1;.'c' \ `•:'• p0,y0i ,B ....•O, \ \ 30-1 \\ \\ \ 18-3 n. . 9 s \ \ ��'\\ :`''..'.2" 6 ja- 3060 SF 9' I '-: \ A 1759 SF \ \ \ \\ \ + \\\ PROPOSED EDGE OF PAVEMENT I , I / .1 - 'O, '-: 9-• �o� O •.,f.:•_° 1760 SF 6 \, ` \ \\ OPEN SPACE CALCULATIONS j I of 1 I 1 I tslo sF \ \, e� /' ° o. 2tso SF :I / \ \ \ \ TEN MILE DRAIN 11 \ \ \ \\ \ EG EG PROPOSED EDGE OF GRAVEL , o III \11 '�- � , �o , 9 ' � _ , o \ \ \ \\ \ I I •I >° ,�:.. ...'.°. \ ti I 0 5-4 , 6 \ 55. o. \\ \ \ \ \ \ \\ CENTERLINE \ `- 3-5 °' ^a / / p:o. 2160 SF ,> 32-1 �l :� ;" \\\ \ \ \ \ ----------------- �.. \ s PROPOSED SAWCUT \ /li I I fslo SF 5-5,p; \�\ �ko�/� �,..:a 0 4-4 1 \ \ \ \ \\ \ \ COMMON LOTS& BUFFERS �•O. I 5453 SF . \ \ 8 t 111\11 1\V AV A A\V�>O °.2508 S 'o 09 \ , k9' ,' ,160 SF L`" sy A \ V A V A \ �\ \ PROPOSED DITCH CENTERLINE QUALIFIED QUALIFIED ' Ilan 4 ° ytiM....:...:� 13 O 3-4 �,.. e° 13 : ":•'::. o. v v v v ` v \ 2160 SF •, •, ti v v v - f wti 4-5 \ ry.• \ . \ \ ■■■■■ 1 28a4 SFI 17 'qO' 2-4 0 33-1;'; '- o. \ \ m\ \ \ \\\ g�• \\ \ To6 PROPOSED TOP OF BANK OPEN OPEN CONTACT DIGLINE $. / < :'. gas, sF'' 38-, TOE PROPOSED TOE OF SLOPE ACTUAL SPACE SPACE 48-HOURS \ / III \��P� �'. .::...`�. �0, 7-5 s \ 2160 SF �, : / / ' so n5s SF \� \\\ \ \\\ '000 \+`� \ 1. / I �\1969 SFw. \ ,-4 , �p , 1&ti.::.. .:.. i rn 37-, .. \ \ \ \, \ `\ RUT \\\ ,/ ' / I I� l\Y > 1 m. I ` 3980 SF , 1 da �'' S O. 1552 SF O , \ \ \ ` \ \ \ oO, s,. • \ \ I / ' •''i' - �'o. \ \ + AREA (SF) CREDIT AREA (SF) BEFORE DIGGING p5 \ \ PUID EASEMENT Q(��'w ��Q� \ I 1 \ \ \ ((�',,,, / - \ \ „ 8-4 i rL`�' - 5 o + \ \ HALF OF 35-FOOT E. LAKE HAZEL RD. BUFFER (11-3G-3.B.4) 6 386 100% 6 386 s \ 5517 SF \ a 5'• o O \ \� \ \ o '/'' \��\\\\��ay��\ �/ \ \ �� `�: 14 - a� 34-1 SF \ \\\\\ \ \\ ----------------- E BREAK - - - o35 1 � y `� \\\ \ PROPOSED GRAD °\ 20 FOOT LINEAR MEWS (11 3G 3 B 1 E) 51255 100/ 56273 \ o. .. .� 0� / /� \ 7 O 875 SF 2267 h �ti. �y5 \ \\\ I\k /\ v \ \ \ \�� \ 14 \\ $-' //S °9\ a titi. 39-1' ' \ o `\ �` + '- \ - - - - PROPERTY LINE OPEN SPACE (50' X 100' MIN.) (11-3G-3.B.1.A) 165 818 100% 165 818z /�' \ m -,\��\ \ \�\ �` \\\\\ 0 8 17 8 2.g. ds. , 1994 SF ry5�'. \" \\ \\�\\\,\ \ \ I , r / \ \\ w �� \ ' °' ' /ti \\ \\ \ \ \ \ OPEN SPACE RIDGE FACE - NON QUALIFIED 155,122 0% - O \ i\ \\ \`\\\ \\ ��\� W* of 'd3,�8W�a j' as O' v,y9 /' d, 40-1 \ \ \ \ , \ \ \\\\\ \`v;\ \�\ \ ���\ ,, 0 68 i9 ° 1759 SF \ ` \ \ \ EXISTING FIRE HYDRANT '\ 'M I ♦ �� 4 �. \ \ \ \ ( OPEN SPACE - OTHER NON QUALIFIED 66 089 0% jyy \ \\\ \ \ \ram �-..*j,V1 \ - as 'O' �'"� 14 41-1 \ °\ \ \\\ \ 1� \ \ \ \ \ \` \\ \\ \\ \\ ���� \ \ ,552 SF \\ \ \� + e SHARED DRIVEWAYS 31745 0% - 1 a PROPOSED FIRE HYDRANT �•- \\\\ \ \ \\ \-,.,�-, \\ \\ �\_�`� 9 - ,/6 BS \ 42-1 .. ? \ \\ \ \ \ \\\\ //^ \ \ \ \ 12 \272 SF 5 o. \\ \\\ \ \ \ + \� FEMA ZONE A U m \\\\ \\\ \� `���\ \ \ o° 5~, . \ ` \ \ PROPOSED WATER VALVE J \ / \ _ _ ° \ o -r" \ m\ \\ \ \ + \ \ TOTAL OPEN SPACE 476 415 SF 228 477 SF cA o '\1 I 1 KD � /'/` \ `\ `\\\ `\`� \\ \\ `���' _------ _ \ '� elQ' ti`'.' 1 \\ \\ \ \ \ x\ FLOOD BOUNDARY J '2 0 o \ \ \ O PROPOSED WATER METER \ \\ \\ \\ \\ \\ \\ \\\\, 2>2 \ s\\ \ \ \ \ QUALIFIED OPEN SPACE PROVIDED: 228,477 SF z Q I _ \\\\\\IIII 1 I /� \`.\\ x\\ 2,3\��\\\ \\;\\\\ `\ - .2677 sF .. 10-5 ` \ • 'S �� 44-1 \ \ \\\ 1$ ��� �\ \\\\ 43 © PROPOSED BLOWOFF 19.92% � \\,,I I� wl I• \\ \\ \\ \\ \\ \\�`_\\N\\ \ - \\\ \\\\\\ �,.''. / --3739 - O•' A �L,SO '3`, 1952 SF I 9 \\ \ w RUT r IIM-1111\ \ \ \ \ \ \\` \\\\\ \\ \ \ \ \ 6 - _ -tul \ \ m1 I I I I1 \\ \\ \` ` \\ \\ "`2,089 SF \\ \\\ \ , \\\` 9 23• ?pO, `� \ _ 1737 SF /� -�\ \\ \\\ 42 \ _ y EMERGENCY VEHICLE TURN MOVEMENT C9 W �__ \IIIIII mlI 1r \' \ \ \ 0 0 . 14 \ \ \ \ \ -N - \\\ 14\\\ 0 .o e° s 46-1 \ \ \ �� �\ ^�' ll. s o 2466 SF -27n6 \\ \ \ `/\'� TOTAL OPEN SPACE PROVIDED: 476 415 SF z 0 2i \III IIII \IIIIIII \ \ `\ `\ \\ \\ \\ \ - \ \ \ ` \\\\\\ l A >> 11-5 ' s. \ 8 s , hy_ \ g1• \ \ \ \ \ \ 1 V 20'WIDE,28' INSIDE RAD.,48'OUTSIDE RAID. 1 \ \ \ \ `\` - \ \\ \ \ , 2. S. , L \1 \ \ 41.53% D \ \ \ \ \ \ \\ \ \ \ \ \ \ \ O� \ �//uk C \ \ \ \ \ I,,-- 11j1111 II 1 f\ \ \ \ \ \ \ --- \ \ � �.� \` \\ \ \ \ \ \ \ \ / 1834 SF �. \ r, / 1 00 \ \ \ \ \ Q II 1 • I 11j \ \\ \ \ \ \ \2i \_ -� \\\ \ \\ \ \ \ \\\\\\ '��^o '7�' a6. 3 /' tih ti'\ \ \ \\ W Q \I I I \ \ \ \ \ \ \\\ \ \ \ \ \ \ \ \ \ \ \ \ 11 1 I m II II \ \ \ \ -- 4�\�� \\ \ \� \ \\\\\\ M >22 ,2-5 .`I' •^) \\\� I �ry v�0 \ '�' \ \ \ \ + cl II I I I r\ \\ \ \\ \ \ \---- \ \\\ \\\\ \ \\ \ \ \ \ 1719 SF s O O O. \\ \ ` \ _j 11 1 \ \ \ \ \ _ �^� \\\ \ \ \ /� \ \ \� ' Notes � \ 11Ill1 I I IIII I \ \ \ 2 \ \------ \ \\ \\\\ \\`\ \ '\\ \\ 5 / 14 P \?. I 1�' 0; 1 \ \\\ \\ '\ \\ \ \ I II III II I\\ \\ `\ \ S0 \` - _ \\ \\ \\\ \\-I'-,--'-"-\ 2p s> 13-5 L rye. 8• z \ $ O \, \ \\ \ ll II IIIIIIIII \ \\ \ \\ \\ ---- \\ \\\\,-\ \-\ \\\\\\ ° 14-5 2 1603 SF �/ 18-5 \ \ IV' �O/ \\ \\\ \\\\\ \ \\ \\\ \\-.�. \ \ \ \ \ \ 1735 SF g. �• 17-5 2860 SF , ;L.' \ �\ \ \ \ \ U \ DJ III If\i-JII 1 I \\ \ `\ ` `-------1 � � �\ 11 1 11- \\ \\ \\\, ��� \`\\ `\\ \\ rye- test sF 1 \ / \\ \ \\\\, \ \ 1. CURRENT ZONING: RUT; PROPOSED ZONING: R-8 & R-15 PUD. uJ 0- \\ IIII: IY �o \ `\ \ � \\\\ \ \\ \ \\ \\ \ \ \\ 67 / / > 1 0 \�.` S \ \ \\ \ \ \\\ III IV II I II ` \\ \ \ �� C` �� ��� \\\\ \\�\ \ \ \ \\\ 3 0" ,6-5 'O. �\ I `L '\ 'O. \ \\ \ \ i \ Z 2 ------_ �`\ice ` \\`\\\ `\ \\ \\\ / \ \ \\`\ �j \\ \ \ \ 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 F I II I II 6� \ \----------- \ \\\\ �� \ \\`\\ \\ \\\\ \ \ \ \ \\\\ \\\ \ \ \\\ �� \ \ \ \ \ \ \ 40 \39 ° O d III I;I ml II II \ �� \\\\ \\\\ \ \ \ \ \ \ tit h 1785 SF \ 0_ \ \ \ \\ a rn o. 29-s. \ \ \ \ \ \ 4 \ \ ATTACHED SINGLE FAMILY HOUSING. III' \ \_--_-_ _ \__ -- \�\�\!\�`���\ \\ \\\, \�\ \�\�\\\\ \\\\ \1\�\ \\\\\\ ❑'\ d', >> / \1350 SF \ \\ "�\\\ \\ \\\ \ /(�/�•► \ \\ 0.0' 25.0' 7.&' 150.0'_-- 50.0' - \\\� \\ ��\r\\\ �\ \ �\ `\ \\ \\ \\\\� \\\\ \\ \\ \\\\ \ �'15-5 O ..:.' •.�.y�k0 / \ S 2-8 \ \\\ \ \\ \. '/ \ \\\ \ 50.0' 7.6'` +Ili _�; I 1" ___ _ rD, ,\\\ \\ `\ \�\\ \\ \\\\ \\ \ ' . zols sF 2 0, es�� 0 2o2s sF o \` \\ ` 3. SANITARY SEWER SERVICE TO BE PROVIDED BY EXTENSION OF CITY OF MERIDIAN SEWER SYSTEM. t�t FFI-------- - P� � B)>, -�\\�\\ \�Z \ \ \ \ \ \ \ 1Z \ \ \ \\ \ \\\ \ \ �O / !� / 3-$ g... co°\ \ \\ \ \\\ \ l + Q \ \ r�\ONAL F G Ililllll - \T\, \\ \\ \ \ �? o i �0 2si4 SF o, \ \ \ \ \ �` \ 4. DOMESTIC WATER SERVICE TO BE EXTENDED FROM CITY OF MERIDIAN WATER SYSTEM. ��� �STE ��, III II m I BOl BO,� \ \ \ \\� \ \ �`�� \ \\ \\\ \\ \ \ \ \ \ \ \ \\ \ \ \ \ \ s' ,yb'3� O p. \ \ \ \ \ o\ \ / II 1 I I III �\ \ \\\ \ \ �"\ \ \ \\\\\ \�\\\�\ \\\\ ` \ \ \ \ \ .O 6' / S,/� ���`\ c9 6 :..��..'.•.`...`.:'.: \ \ \ \ ♦� \ Q'�'G �� _' \1 II 1 II II III �� \ ?>,> - \\\�\\\ \ \a�`\ \\ \ \\; \ \ \ \�VD \\\\ \ \ \ \ \\ �O 6•y ag / \ 6 \\ �i d`o .`L.:.•:: '. / 17 \\\ \\ \ \ O + \ \ 1 \\`\\\ _ \\\\ \ \ c, \ \ \ \ \ \ 0 4_s : '. \\ \\ \\ \ \ \ \ �♦ \ 5. THE DEVELOPMENT OF THIS PROJECT SHALL BE IN ACCORDANCE WITH THE APPLICABLE CITY OF MERIDIAN ZONING AND BUILDING ORDINANCES, � ;1 I I \\ �� \ \\\ \ \�� \ \\ \\\\ \ \ � \ \ \ \ \\ // r1.k/' \\ o- 0 •,y0rh 6 \ \ \\\\ \\ \ \ _,�", "\ \ - \ \ \^ ..'/ m\ / , \ h 1550 SF',• \ AND AS MODIFIED BY THE PLANNED UNIT DEVELOPMENT APPLICATION PUD��1�11111 1 I I \ \\\ \ \ \ \ \ \ \\ \ \ \ \ j 1,111 ?rl IIIIII \\ \ --- \SO \ i\\ \\ \ \\ �\ \ \`` \\\\\\ \ \\ \ \ \\ \ \\\\ \ 'ti9 OP A° 2210 SF \ i. rs0 \\\ \\ \\ \ \ \ \ 0 1m i621 0 34-5 0 35-5 36-5 �� \ .\\`\\ \\ \_. ���\ \ \ ` \ \ \ /�$?/�'/ 6 �P, O 7-8 \\ .\\ \\ \ \ / \\ \ \ 37 �a \\ \ \ \ \\ \ \\ \\ s r, \ \ \\ \ + \ \ 6. A PORTION OF THE PROPERTY LIES WITHIN FEMA FLOOD HAZARD ZONE A ALONG THE TEN MILE DRAIN - REFERENCE FIRM PANEL 16001CO265H, EFF. IT, \ \ $ �L, °- \ \ �\ \ \+ \ \ \,5 DATE 2/19/03. �x 10-s-20 \P I4 1?81 SF N 6006_SF. 6067 SF N 8577 SF \� \ \ . , \ \\ \`�'---�'�\\ \ \ , \ \ \\ \\ \ OaS °/ ° 00 \ 8 O. t3"9 \\ \ Q \, \ \ �c \\ \ \ \ \ '\ \ \ \ \ \ \ \ \ \ o s q °' \ ` OF \O N I{IIII 11,11111 �\�� / \ �\ S \\\\ \ \ \_-,� �\ \ \\\ \ \ \\ \ \ \ 1 ) > / s q 00 6-8 � \ \\\ \ \ \ P. Ir T O .%\ \ \ �\ \ \ \ \ \ \\\ 1 1 ; 1 I I / / ° 2-6 • .o ' o. \ "fq 49 \ ♦ \ \\ \ ��� \ 9 P I I l I rhl I I I I - / O \'O' \\ \ •.) ,\ O , 1560 SF k' _\ 1553 SF O. \ \ ♦ \ \ \ \ t2 1111�i �`111111 \\ p \ �� o\\ \--_-I\I\\\ \\\ / ry0'� - ^u s - _ _ q , \ \ \+ \ 0 7. PUBLIC UTILITY, IRRIGATION, AND DRAINAGE EASEMENTS ARE AS FOLLOWS: O O F \ -ti \ �� \�\\ \ -\\\ \ \ \ \ \. 11 11 I I I 1 1 I I 0 0. 3 6 ,' �O 1 'Ff 15-8 �, ♦ \ \ \\ \ \ F1. s5' G�OJ pill ; IIII111 ` - / / \ \ \\\\\ - \ \ ` \ \ \ \ I III I ro 1560 SF , k. 0 2139 SF 2�08 '•, 55 0.� `\\ `\ �\ �1- \ 7.1. ALL COMMON LOTS INCLUDING SHARED DRIVEWAY COMMON LOTS ARE HEREBY DESIGNATED AS HAVING A BLANKET EASEMENT FOR PUBLIC K ERA - \ I d+ 37 5 \ I I I \ v I I o I O , s I \ \ I I / I \ + - \\\\ 6000 SF ` °'\ \\\ --_` ` ` \ ` \ 11 1 I s ` ` ` \ F UTILITIES IRRIGATION AND DRAINAGE. .. , I I / o \ �� \ \-�- \\\\\\\ \ \, I I I I I 1111 I I I I I 1 _ O. 4-6 /, O „-6 ss u�� 'o. / c�.' \ g5 \ \\ \ ,, \ \ 14 1 _Tt4; -----7------- - - / / \\ry0 \ F06\\�> --- \\\\\\\ \ I I1I I I IIII I11I I 1� 1560 SF 'tD� % 11i' 2210 SF. 'O. \ .''" , ly!.' d \ \ \\ \\ \ \ - - / / _ \I ; 1 1 I I I I I I l 1 1 °S _ ,, , " ` \ \ 8 .6 14 a, \`\ \ \ + ` \ 7.2. ALL BUILDING LOT FRONTAGES TO 33 FOOT STREETS ARE HEREBY DESIGNATED AS HAVING A 10 FOOT PERMANENT EASEMENT FOR PUBLIC •..I I I 17.3' \�� / / 38-5 \ / - a\'?8¢.-�\ \ \ \ \ I I II I I I I I I; I I 11 I I 1 •o. 18856SF /'a0 '..,:,�p,o.,� 10-6 14 \ I° ",�\1580 SF h --\ \\ \\` ��\ \\ \\ \ \\ ' • . . . • I ` 1,15a. I ..,:.,+;•.:',.:so,o'..:;:'-;.'. • . / / ^\ _n \ \ \ \ \ IIII III IIIIII I I 1 ti // ,sso SF c \ titi' so \ UTILITIES, IRRIGATION, AND DRAINAGE, MEASURED FROM THE PROPERTY LINE... .. �, / 6000 SF \1 / �\ \ \ I I III I I I c4 ... ...kO - o. �/ IIIII ial'rlr' 32-5:::1;` :`;''.. ... . ?� o - Li�i \\\ \ \ III I I 9 6 9-8 \ \ \ \ E •. • • 7394 SF Mg_ o / X \ i ---- -� ° \D \ I I I I I 1111;11 I II I I I I I I II\\\ 1Q a° '•.ti,, ,sso sF �, + \ •.•'e9 1759 SF \\ \`\ \\ \ \ 7.3. ALL BUILDING LOT FRONTAGES TO 24-FOOT STREETS ARE HEREBY DESIGNATED AS HAVING A 3-FOOT PERMANENT EASEMENT FOR PUBLIC . . . _ \ / �� \ / _m\ \ \ \ I I I I I o s_6 0 ,ro / �� \ ° 10_s \ '�`\\ `�\ �\ \� \\ \ UTILITIES IRRIGATION AND DRAINAGE MEASURED FROM THE PROPERTY LINE. • '� '• '� h5 i x \ - �3 6 SF " \ / \.<p \ \\ I I I I I I I I I I 11 I I I I I \\ \\ a ♦° 1560 SF ' ^��`• / ` 1552 SF 6 \\\ \\ \ \\ \ \ e e e e• e• e• • W / , \x� SOO sots SF l 40-5' \\ \ \I II I I I II I II I I II I II I I I I \ \\\\\\ �: °S ,� �� �\ ♦♦ \\ ,/ \ \ \ \ \ \� \ \ • • • • • r-+TTI - 109.7'- _ 6 •7 g j/ X �� \ - --ti, 14/5512 SF- \ \ \ III I I I I I 111 \\ \ \ ••„7-6 'o• "' /' 5 11-8 \ 'r o,\ \ \ \ \ \ \ \\ \ 7.4. ALL BUILDING LOT FRONTAGES TO ALLEYS ARE HEREBY DESIGNATED AS HAVING A 10-FOOT PERMANENT EASEMENT FOR PUBLIC UTILITIES, I ;II II11 1 / " J IQ � 1 4 i _ \ \ \ 1\ 11 I I I I I I \ \ \\ \ \ 2015 SF d, •O. , ti/ ,V .y� ^ 2139 sF �'49 o. , .�,5:.:..� \\ \ \ IRRIGATION AND DRAINAGE MEASURED FROM THE PROPERTY LINE. o I _-160-511 14 I -� /� S� SOO,Q \\ �,\ \ \\ \ \\\V\\1\I\I\11\II1111I , \ \\\\\\\\\\\\\ ) °• .c ° •'770 p ', \ ss \\ ry .:'' . ` .h 17 \ \\\ ` ` \\\` \\ \`\ 7.5. ALL BUILDING LOT FRONTAGES TO SHARED DRIVEWAYS ARE HEREBY DESIGNATED AS HAVING A 5-FOOT PERMANENT EASEMENT FOR PUBLIC ' I III 5095 SF1 1- - S�� �h_ >3- 8 RQ i, , \ , \ \ \ \ o \\�\1\\\I \\\\ \ \\\\\\\ �� 6S ,,/$.�/�e0'L°`,> \ 'o: \ \ dO \\ \\ \ \ \ \ \ \ I I - �_ _ 'I,, ^' ' �'4& q08 `� e ,a .\ \ ` \ \\° \ l�\\`\\\ \\\`` \ \ \ o '� o. , ,o �' 12-s \\` ` ` \\` `\ \ UTILITIES IRRIGATION AND DRAINAGE MEASURED FROM THE PROPERTY LINE. • I II m I m \� ?> �\ f ,, \\\\ \\ \\ \\ \\ \\ \\\ \\\ \\ \ a� / ti 6,\9� h� 24-5 �S ,b\�.1580 SF' 5i.. \ \\ \\ \\ \ \ \ \ e e e • 0 III R i I I I 'r ' ��j--��/ ��� S8 M v / , \ \ \ \o \ \ \ \ \\\\\\ \\ \\\\ \\ 2 • :r' 6-6 O ,S - `L,1• \ .\1-8 \ \ \ \\ T \\ \�\ \ \ \ \ \ \ �\ P ti' 22,o SF s �. s2sss sF ,\ \ a \ 7.6. ALL BUILDING LOT FRONTAGES TO COMMON AREA "MEWS" THAT ARE NOT SHARED DRIVEWAYS ARE HEREBY DESIGNATED AS HAVING A 2-FOOT i'Oo.o' a �� & . \ \ \d, \\,. \\\\\\\ \\\\\\ \\ cn' 8952 SF G,p1/o o. 8 2'..'.'. \117706I , \ \ d\ \ \\ \ \\ �3 \ \ \ \\� \\ \\\ \\\ \ \ �\ ��' � '� SF \ \ \� \ PERMANENT EASEMENT FOR PUBLIC UTILITIES IRRIGATION AND DRAINAGE MEASURED FROM THE PROPERTY LINE. \`,I I \ sq \ , .1-5 \ \ \ �`\\ \`\\ \`\, \\\\\\\\\,\\ \ N, I ' \\ rns o 20 \ O..''.' /, \\ \\\ \ \\ \ , , ,I I . I' 33.00' 2-10 S" s8 6014 SF \ \ \ I \\ \\\ \\\\ \\\\ \\\\\ \ d \ o• 23-5 y�• : o, \ 14 `'p a \\ \ \ �\ 35 l I I 1n 7307 SF ��w w < \s0 \ \ \\ \\\ \\\\\ \ \ & /tip• rn \ ,560 SF \ 1589 SF-A 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 . 11 to I 59-5 1 o au 1 \ �_ \ \- "\ o.\\ \\ \ \\\ \ \\\ \ \ bb' �� s sm ` \ q \ \ \ I l'T' S0o1 SF I z4 R, \\ -. o° \ \\1 \\\\0 \ \\\\\ `\\\ \ ` ' ' $�' o, ?0-5 'R` \\ b 13_g g °' \ \\ \\ 8 \�� \\ \ DRAINAGE, WITH EXCEPTION OF INTERIOR SIDE LOT LINES FOR ATTACHED HOUSING PRODUCT WHICH DO NOT HAVE SIDE LOT LINE EASEMENTS. w N o . 'li 1� 1 ' I - I i I 2 .S -\ o O• \\� \ \ti \ \ \\\\\\ \\\� \� \\\\\ ``\` \ -' 9° rn b '` \ 8 e" 2221 SF` \\ \ \ \ 36 H z II' 1 III I I ' \ `�\-�\_ \\ \ \\ \\��� \\\ 11% \\\\\\\\\\\ \\\` ` R, -� ry o a• 21-5A `'o" ° \\ 6 •`' \ \\\ \\ \ \� 7.8. A 10-FOOT PERMANENT EASEMENT FOR PUBLIC UTILITIES, IRRIGATION, AND DRAINAGE, IS HEREBY DESIGNATED ADJACENT TO THE SUBDIVISION o 0 � ,560 SF- �• O• h \ \ \ \ 3' o 2 h k• / \\ \ 14 \ w o ----� l '� I I 1 � I ,\o°' w / �� � W \ � \--' -\ 42-5 \ \ \�\\\\\\\\\\\\\\\\�\����\\\ \ �\\ � _� `°` �,c es \,.,� ko¢.• \ \ � Q ,�ti.,. .tih• �, \ \ \\ \\ \\ \ BOUNDARY. Sao �,100.0' x / \ ` �� s. \ \ soos sF \ I \\ a\\\,\\\\\\\\\\\ \\,\\ \ \ --- ' o- 20-5 o ti 25-5 16-8 ✓• o. \ \ \\ \ \ // 3-10 sm \ \ \\\\\ so\\\\\\\\\\\\\\\\\\\ \\\ 1560 sF, `. ti°' / h 14 \\ \ \ \ \ oa c I ( 1 i' / \\ 5518 SF \ / I/ \ \\- \ \ \\ \\\ \ \ \ \ i ko 221o ,SF\ p I 5 ,s7a sF q. \\\ \\ ` \ 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 _ 58-5 1 / 3s3 \ ,� \ \ / \ti\• \ \ \` \\\\ \\ ` ` ` \ \ ° 19-5 tip. °• o \ s. I °• 17-s `\\\ \ \ NEW YORK IRRIGATION DISTRICT, AND ALL LOTS SHALL BE SUBJECT TO THE ASSESSMENTS OF SAID DISTRICT. sm o �. D, ' ` �^�w / / G /\ m�� v \ -�/ \ \ \\\\\\\\\\��\yL\\�\\\\\\\\\\\��\\\�\\ 1885 SF/ AO; \ d, q ) / 8 o O. \ \ �. 0 ? 0 1759 SF \\ \ rn o I a z 5001 SF in F` N � \ o \\ \ O 1 -\ I Im\/ `\ L -4-10, o \ L \\ ' \y °\a\\ \\ \\\\\\\\\\\\\\\\ \ \ \ o o. 26-5 0 ' '� ° \ 0 18-8 `\ �\\ ` \ \ �\ 9. BUILDING SETBACKS AND DIMENSIONAL STANDARDS WITHIN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH THE APPLICABLE ZONING x15 \</ EG -I- EG EG _E S EG A ) 5827 SF F, \\ �. / �I`\ 43-5 \ \\\�� \\\\\�\\\\�\\\�\\��� \�\\ •''`1.9 9�' s 1560 SFj �j �\ 8� \ 1552 sF 6 \ \\ \\ \ \ \ ow \ I m °o• I EG a \ �� \ soos SF \� \\ \\\\�\\\\\\\\ -\ , , \\ \ �• 0 27_5 .� a5,� S /.• ?o \ \\ \ \ REGULATIONS OF THE CITY OF MERIDIAN, AND AS MODIFIED BY THE PLANNED UNIT DEVELOPMENT (PUD) -SEE PUD SITE PLAN FOR ADDITIONAL °N s it EG co x\ EG 6 \ \ \\ \\\ \\ \\ \\ \\\`\\\ \ \\ / kp 0 .O \ ,9 8 4949, I °° EG / G �tr �. \ \ \ r \\ \ \ \\\ \\ \\\\ \\ \ \ rn 1560_SF 9- .5 /\ 2135 SF / .`L. .. \ �� ` \ �. \ ` \ INFORMATION. I / p -EG \ \ o \ 1•S \ Ool �Ai\�e.D\\\\N �\\\,-\\\\\\\`�\\,\ \ \ S .•i , 6, q / _ 17 �\� \ \ \ \ no & I \ ' ` \tip' O\'>.\\\ \\\ \\ \ \\\ \\\\\\- ��a/ o. 28-5 / 0�-I ,/ \ \ N 5.'.:..: o \ o za � \ �\, _,-2 k / 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 6-6 5-7 1-8 2-8 7-8 15-8 23-8 & 1-10 ARE COMMON/OPEN SPACE LOTS &, o \ \ \\ \\ \ \ ,, \ / o I / 57-5 o \ 5-10 \ I \ \ � \ \ \ \\\ \ \\\ \\ \\ \ � 1560 SF q,' O \ S /Z \ .�"":. ... rr \ � \\ e e e e , e e , e , e e e e , e e e e e e e � uoi I 1 5001 SF 1-10 \ S° 6918 SF �� 1 \ \ I\ \ \ �-,,\\\\ \�\\\ \ \ �29-5 > �' ` '' \ ' O. \ \ \ \ \ = 1 / 1 5900 SF o• 1 I \ \ \ \\� \' 1a_ SF 'tip° I ,Z 2-7 I-7,\ �s o.1579 SF ry5• s� \\ \ \ \\` \ \`\ \ TO BE OWNED AND MAINTAINED BY THE SUBDIVISION HOMEOWNER'S ASSOCIATION, OR ITS ASSIGNS. Z rg 0 1 \ a \ 1_ o \ 44-5 \ l \ \�\\\\\\\\\\\\ � 14 \\ \ \ \ •.\ - / �� 'L�`•/'. 1560 SF 6' 2293 SF\ OO ''S, - 9,• .° \ \ \\ Z O d __ ,/ \ 7326 SF \ \\\ \"\ \ \`` ` k S \ 11. LOTS (L-B) 2-1 10-1 17-1 25-1 33-1 43-1 9-5 3-8 11-8 19-8 27-8 32-5 &47-5 ARE SHARED DRIVEWAY/COMMON LOTS FOR THE BENEFIT OF THE I \ I �_-- / ` \ �\\ \\,� \\\\ \\ \ /' 15 0� / �S / \y ° c�O \\\ '��' 2' G 1259 S8F \ \ \\ \\ \ r , e e e e e e e e , O co , 2, '6/• y--- \l>� �I ` ` \ \\ \ \ 3-7 49, ' d o \ 9 \ \ \\ RUT \ ADJOINING LOTS. MAINTENANCE OF THE SHARED DRIVEWAYS SHALL BE AS SET FORTH IN THE CC&R'S PROVIDED FOR THIS DEVELOPMENT. .. 100.0' I m '/• i /�� ` \ l y III 1 I I l I \� -\ \\ \\\\ \ \ ry y�1560 SF 3, q \ -. ? \ i \ 1 I I --\\\ ', \\\\\ \ t •°• rK = \\ I ltos' 74.5' $� \ 5 III \\ \ \\\ \ \ o \o / .-_ O o. �... s \ 122-800. \ \\ \ \ \ \ . \ `\ ws \\ �� \ \29' I III 1 I I I I I I I I \ \ \ \ \ \ \ \ \ \ \ \ \ e �q° °6: s \ .o \ \\\ \ \ \ \ \ \ 12. DIRECT BUILDING LOT ACCESS TO E. LAKE HAZEL RD. IS PROHIBITED. � N .. 56-5 I / \ / I \ \ s , \ 2 \ \\\ \ \ °a of o \ o aw aw w aw aw 'o, I I III I I I I \ \ \ \ \ \ \ \ \ °f N •o. 21-8 5• o \\ \ \ \ a uoi 5001 SF \\ u0i 224' w i ' \ l I I I I III I I I I I I I I 1 \ \ \ \ \ \ y\ \ \ \ / "'I 4-7 O 'S9 S 2140 SF O' �\ \ \ \ <r c -� \ a I III ' 12 I I ��\ \ \ \ \ ✓ \\ \ \ saes SF ' ti°' '�` 8� s, \\ \\ \\\ l \`\ 13. PARKING SHALL BE RESTRICTED AND NO PARKING SIGNAGE SHALL BE INSTALLED ON ALL 24-FOOT STREET SECTIONS AND SHARED DRIVEWAYS. o 85 8S as o-8S as U r I I I I r� \ \ \ rn s / 5 \ x = I 1\ a ROAD 8 47-5 . I III 1 1 \I I I V \ \\ \ \ \I \\ \\ ` \: ,° �/p oT.• 14 \ ,. \ c -. / ti. ti5 s \\\ " , \ 28 \ I I I I1 I \ 1 \ \ a , o. I I m d3566 SF' / 45-51 0 -_ 1 If \ \ \ ti ti \ 24-8 14 \` �\ `/ \ -° 42.0 46.8' 46.8' 46.a' 3.2' /^ 1 / 8747 SF � I I I I I \ I I ^I \\\1 \ \ \ \ \\ \ \\ OO 00 ,, s-7\ \, h E \ \ \ \ J'z RUT - :�29 - - o / I N I I III I I I II\; 1 II o 111\ \\1 \ \\ \ IV\\\ \\�\\ \\ �. i' 9 SF,\ I 5�..\1617 SF ryry s \ /� UI I ; /' I 1 \ r 111 \\1 \ \ \ \ ti e° e° �\ I / o. \\ \\ /. \ \\\ arse S Included m ti?' .ti' ? o, e / 25 8 I ti\ - ------ ------- --- - - j a / I I AI �1 j \4 1 I N 111 \\ \14 \ \ c�A\ \ \ \\ ) 49 v4 - \ �_ o a / 1759 SF- i\\ \ 1 \ Contacts ow R 55-5 o = I / I III I I I I 0 1 I I 11 \\ \ \ \\ �q SS �. O. , I L , o, - \ \ \ � o o ( o I I ' I 9 I I 111 111 I I \ I I I N \ I \\\ \I I\ \ \ro\\\\ \ \ \ T1 p 13 0. '� ,a 26-8 - 'rPL \\ S1404212550 -16.31 ACRES ww i° I 5001 SF m \ I 1 ':.`. / 12415 / / III 111 I I \ I I III 1 1 \\\ -I\ \ \ \ e\\\ \ 0 06• \ 1 7-7 'S6' 'r S 0. 1--- SF \ 1 \ \ \ k II o 5-7 , o., \ \ \' R PARCEL # 1 3727 E. LAKE HAZEL RD.I 11 �\ I IIII 1 1 \ 0 1 1 \ \ \ \\\ \ \ rn 1560 SF 0 0 , \ \ "`Ill \\ 1 0: I I 1-- 2766 -- I .'"..:.I.:'.`. I a I I I I I I I I I \\1 I 1 IY \ \ c. /, P� - 27-s s \ 6/ : 5. \ \ 80 �p do3 I I w IN -, I 48-5 / 1 6 / i I j pl I i t 1\ \ N I 1 \ \\ \ \\ \\\� 1 \ d 7aa5 SF 6-7,•. / ° �\\ s O. \ 5 s \ C \ ' r NS -- a I «Al I %, o \/ 1793 SF o - %• SUNRISE RIM LLC MERIDIAN ID 83642 � m J I o ^ 49-5 \ \\ 1 \ \ 1852 SFr• 1 �'/ / ,. , o 100.0' -I--53-5- _ 52-5 0 0 51-5 50-5 T o I I %% \\ II i / \ o, /\ ,, g \ AUDREY D'ORAZIO 0 4993 SF I I I I N 1 + I I \ \ \ \ \ \\\\ \ Y p.O$S, h •:t i ','` '�o \ .3 1 I 1 5731 SF o 4718 SF o 4716 SF o 4755 SF o 4793 SF o o':I ./. / I I I \\ IIII \ 1 I `\ II \ \ \ \ 0 6 ti• %'..,' �7 I I 33.00' I :: :: I \ VII \\ IIII \ \ .. ... ...< titre ,� gS' ; '` .\ \ CP y r \ OWNER 4450 W. SADDLE RIDGE DR. I 1 I I 46-5 I N `� I \�\ �. \ ''' \ S1404212750 -10.03 ACRES �-d'ol dH d O .]Hit dH0 T :-.1 a°` 5775 SF / I I rn V JI \ �`F I 1 1 1 \ szs 6 28-s.`\ > > \ N O 03 SW Corn a rB_ 54-5-dH❑ I I I �.t 1 I I \ \ \ MS MR cS O NAMPA ID 83687 z I I I I I I I \� \R 63' \ O ' PARCEL # 2 3727 E. LAKE HAZEL RD. Govt. Wt 3 I 57,7 SF i �\ I 1 1 % / I I I I 1 I I I \ 1 \ .- R=32 m.:'., :1,$:.,.: `;. ';..1 s7,2 sF \ uP \M CELL: 208.724.6239 i I . 1 I \ \� �__--------I - D 83642 nP 64 L-------------J �- ------ --------- ------- ---------- ' .. L------- ae�------+-' I I o 1 n I I I I I I I I \ \\ \ \� ' 62.9' -f- " " N:.. .. ..- /. , \ 111 'o SE COI ------ ---- ry I \ ���i'iCN ui MERIDIAN 1-I / S 6 43� W / 300.b6 I \ �_3�1 \ \ \ _ ° _ \ \ /+ SOUTH BECK& BAIRD - =�100.0` 57.T- -46.8• 46.8- 46.a'- -46.8•- - 46.5'- 25.3•= �120.2'= � -X X T - 145.0' 82.3' „ I IJOVt. L '�PLS I I TS 9°' 3$4- '1 2 . -44,.a' -- `\ \ S � if JAY GIBBONS Q 13 16 \ 3471, = PLS4 LAND PLANNER 2002S. VISTAAVE. Attached Housing Parking Summary J Z v0• o OFF: 208.342.2999 GARAGE PARKING 254 STALLS a > o Y 645 250.74' N BOISE, ID 83705 0 W Lo �S RUT Io Z } z 'tcc Ir FEMA ZONE A I cn c o o 0 m - I g. X g. FLOOD BOUNDARY ERICKSON CIVIL, INC. DRIVEWAY PARKING 136 STALLS � LU Y N N co v�vQ� P\4" P*1 5 \ ROSS ERICKSON, P.E. a R _ � y��� Ore I min P I a y��� I ENGINEER 6213 N. CLOVERDALE RD. STE 125 OFF STREET PARKING 20 STALLS Z 0 . � w o- U_ 9 <$� ��5* \ 15 I BOISE, ID 83705 a I Fv'(v 0 60 120 Fv'01 TOTAL PARKING PROVIDED 410 STALLS Feet _A OFF: 208.846.8955 2 T JOB NUMBER: TOTAL ATTACHED UNITS= 127 ATTACHED HOMES 5•• - J ID6190 6 _ _ .: •. , , ' • • : . : s RICHARD GRAY,D SURVEYING' I COMPASS LAN SU E AY, P.L.S. REQUIRED PARKING (2 OR 3 BED @ 3 STALLS/UNIT) =381 STALLS DATE: 4-10-20 - - 5 PROFESSIONAL 623 11TH AVE. SOUTH IL s 5 / LAND SURVEYOR NAMPA, ID 83651 OVER PARKED STALLS =410 -381 =29 STALLS (7.6%D OVER PARKED) Lij SHEET NUMBER: I \\ \ v OFF: 208.442.0115 I­_ PPOI \ I AN ADDITIONAL 88+/_ON STREET PARKING STALLS WILL BE - AVAILABLE AND ARE NOT INCLUDED IN THE ABOVE PARKING w \ I CALCULATIONS. T_