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PZ -Pre Plat Q 1 9 % Fraiming© A .\ i W u STe^I qve n - 1 o f 3. 41 f Lakehouse Homemade'' ce y';,", Jy` W ;...eneaked 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 5, 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 Q w Lake 15 \ — 1 — T L — — — — — — — — — — — �, 1 O Pe.,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 \ 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��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�"�FP��Atf-- Ep-TEt4REH T`E'— -: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.2❑-m-Hz❑ Hz0 _- -- _ ,rEL_-- Q- _____��-----------------==N#J33� �� .��____c>_�-=__== __= - __--__-_ �Ie===- EX.SEWER _ - 33 \ \\ f4 EPe i.L. J Elc-ros, Hazelwoo - - --J ' - --- -- - ---� - - - - 9 01 - - 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 [— f_ Ep EP P W -- -------- —EP___ --� CPBtF IC1St. Laughin Horse ------ - EpC—p__-------EP EP— I__ --- ----- - -- Q `% . 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 \ - _ --__ = 351.8'= = = \ Bllndsource Q .1 1. PROJECT- m I • ti0' ��� T CONCRETE SIDEWALK — — — — — — — — —\- \\a f ��� --- ---�- - -------- ------- ------- --- 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 .. .,. 1 -------------------- - ----------- \ � h wo 11 \ �e E: \ \ \\ \ 1 5-1 9-1 11-1 \ 14 I a' In . v' a m . nl 2210 SF n 2210 SF n,: ..,., 25S0 SF n . \ �`\\ \\\r\ \\ \` " \ a, \\ RN,a, Dic Repa m I I 6 ss.o' 1. ss.o' ♦ TYP75.0' . \ \ \ \ \ ` �� \\ \\ Keyed Notes 0 Legend 'cana y 7enmile NORTHHaeke o 2-11•:" 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 IN1800 SF Ni 1800 SF N • \ \ \ \\ \ 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 I. • . 7s.o' 1 7 \ \ ` \ \\ \ \ 1. REMOVE EXISTING HOUSE. 5.00'TYP. TYP. 5.00'TYP. •...'. I . \ \ \ \\ \ \ N 3-1 q.' .. 7-1 q.''•: •.o \13-1 N :' \ \ `\\ \ \\\\ \\ \\ URE aw aw- 1 ,.. .. "i " " ".,. ,"" 2. REMOVE EXISTING STRUCTURE. EXISTING WATER AND PIPE SIZE V'C�n�t Ma r� 2080 SF ___ ro n---2080 SF -- r�-...:. .n 2400 SF n �\ \ \q \ \ \ \ x L----- - . ..,;." \ 2',. zs' �'�7s.o' \ \ \ \ \ \� \+\ \ \ \ 3. ABANDON EXISTING WELL IN ACCORDANCE WITH —CABLE EXISTING CABLE ' 1 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 \ �\ \ `\ \\ \\ \ ml m _as - ss - as3 -ROAD - as�aw ."fa, �, \ \ \\ +\\ \ \\ - — — — — — EXISTING DITCH Development Information " / so .. o \ \\\ \ \ \ \4 `\ \ 4. REMOVE EXISTING SEPTIC TANK AND ABANDON I�� / ,.0'-27.o'—za.o...—z4.o' z7.o 27.0' 2a.o'—za.o - z,.z � . ;" ,�ti° / ' n6 sF \ \ ` \ \ \+\ \ \ EXISTING DRAIN FIELD IN ACCORDANCE WITH THE Ec Ec EXISTING EDGE OF GRAVEL C3 �/1 ___- -_ �� \ 15-1 \ ,\ \\ ` \\\ \ CENTRAL DISTRICT HEALTH DEPT. STANDARDS AND a / ; ti`' -- - ---- -- -- ` iss3 sF 6 \ \ \\ +\ \\ \ \ EP EP EXISTING EDGE OF PAVEMENT o - \ \ REQUIREMENTS. Y PROJECT DETAILS ° ` \\ f\ \ \ X EXISTING FENCE \ \ \ xI � `Y 1 -o o o a \ `14-1 0 5: \\ \ \\ \ \ o0 00 c. T o o'. m 0, m o \2208 SF �'o. ti5I..' ° \ \ \\\ \\\ \, \ 5. REMOVE EXISTING OVERHEAD POWER. EXISTING ZONING RUT x cmi a T cP O. \ ' g.:.:. .:J` 1 \ \ ' 'm f \ � \ " \ \ 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 o• t \ \ \ \\ \ \ -33.00, 1361 SF 2430 SF 2160 SF 2160 SF 2430 SF :2430 SF' 2160 SF 2160 SF 2429 SF \ 17-1•,"'r, 1fl \ `\ \ \ \\ \\ \\ ---- \ �' i »l °` 's \ \\ \ \\ \ \�- \ \ 7. 20-FOOT EMERGENCY VEHICLE ACCESS (28' INSIDE, —GAS EXISTING GAS 1-2 1 -s, L 1600 SF" V v x I 1 -< 6 2943 SF I ': o \ \ \ \\ \\ � \ 48' OUTSIDE MIN. RAD. . TOTAL ACREAGE: 26.34 AC = 1,147,172 SF •.. L L I F^ .- o .11, 11 � \ 19-1 � � \ \ \ \\ f \\ \ \ 8. 10-FOOT WIDE ASPHALT MULTI-USE PATHWAY WITH c �E� \ `➢� \ 1553 SF �AO \ \ \\\\ \ \\\ \ \\ \ \ \ v \ 14-FOOT WIDE PUBLIC ACCESS EASEMENT. EXISTING JOINT TRENCH 1 I 16.73W-27.0' z4.0' 24.0'-aw-27.0' 27.0'-"-24.0'-awza. ' 27.V 20-1 \\\\\ \ \\ \\ \\� f \\ \ TOTAL NUMBER OF COMMON LOTS= 35 LOTS I ^ ROAD 10- - o \ \2208 SF r yy.�a \ \ \ \ \\ \\ \ \\ \ \ 9. MAILBOX PARKING - 5-MINUTE PARKING. EXISTING OVERHEAD POWER GROSS LOT DENSITY= 5.96 LOTS/AC I\ —aS 45— 8" cD 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 \ / y' \ \\ \\\, \�\ \ \ \ \ I ` tiv y. \ \\ + ` 10. CENTRAL MAILBOX UNITS. P F - /1 \ ti5• \ \ \ o \ EXISTING PRESSURE IRRIGATION RESIDENTIAL LOT NET DENSITY- 15.77 LOTS/AC \1600 sF 0 14 °' \ \ \ \\ 1\ + \ EXISTING STORM ROW AREA= L 21.06% 241,641 SF x / c F--- ----- -- ---� F--- -------- ---� \ \ 21-T/ o \ ,o\ \ - \\ "\ \\ \ �}' I a a 5 _< cm 0 o o 0 0 o 14 \ -, :'. titi. ,° \ \ \ \ \\ \ \\ \\ \ \ 11. EMERGENCY KNOCK-OVER BOLLARDS PER x I o 0 c, -V 0 0 0 o o 6 0 s : / .o.--- - \ , \ \ \ \ o I m � o m m m m o, p , \ COMMON LOT AREA = 41.12/ 471,734 SF 10-3 0 - -- 24-1 \ \ \ \\\\\\ + \\ \ MERIDIAN FIRE DEPT. REQUIREMENTS. I -mI o 13 ,2795 SF 3Z•'"8 °, - <yL� o• 1759 SF \ \ \ \\ \ T EXISTING TELEPHONE1 \ \ \ \\ \ \ \ \ BUILDING LOT AREA= 37.81°/ 433797 SF I ,1-3 2-3 3-3 4-3 5-3 6-3 7-3 8-3 9-3 - \ 23-1 �\ \ \\ �, `.� f ;L)\ \ 12. DIRT TRAIL SYSTEM CONCEPT - FINAL TRAIL ° \ itN i 444 SF 2430 SF 2160 SF 2160 SF 2430 SF 2430 SF 2160 SF 2160 SF 2430 SF ye• \� \ 1553 SF 6 \ \ \ \ \\\ \ a.\\ \ ROUTING TO BE DETERMINED DURING FINAL T/Fo EXISTING TELEPHONE&FIBER MIN. LOT SIZE = 1,400 SF I I I o o , 2208 SF �_oo, 55`.. .° \ \ \ \ \\ \ \ \ \ \ DESIGN. OVERALL AVERAGE LOT SIZE = 2,763 SF I I <:. �° so 9Q= d� \ .o �' . 'ti'.,', \ \ \ _ \\ \ \ + \\ \ TOE— EXISTING TOE OF SLOPE I : p . o. o. \,a o• \ 5 '"''~:'y5 17 '�` ` s,sssls- \` \\ ` \ \ 13. PAVED PARKING AREA. R-8 AVERAGE LOT SIZE - 5,991 SF o _ ti:.. ti \ \ F \ \\ ki�� t\I a - .- ---- -- -- - ------ -- ti' . o0 oso 3 1 `\ d, \ \ \ \ \\ \ \\ \ ♦♦ \ TOG— EXISTING TOP OF BANK IV I 16.2'\10.8` 24.0' 24.0' . 27.0' z7.0' 24.0' 24.0':. 27.0'' % o• \ 25-1 O. \ \ \ \ \\ \ \y♦ R\` R-15 AVERAGE LOT SIZE = 2,000 SF f.ti° �s k- 1s sF � \ \ \\ \\ \ 14. 5-FOOT MICRO-PATH. y1w �`r�l I 27 �° 12-3 I I ': �, \\ \\\ \ \ `� \ \ EXISTING UNDERGROUND POWER o• 21so SF \ d o. \ \ \` \ ♦� \ \ PROPOSED SEWER&PIPE SIZE HOUSING TYPE SUMMARY Mg��Ma tiro . 13-3 �� / ` a °� 126 F \�\\`I. \\I `\ \\\ 15. FEMA ZONE A FLOOD BOUNDARY. 22' \In 3'— \ 14 o '' °•o. 2tso SF �' /$ / 0 .moo,. '°'. 27-1 \\\ ♦♦ \\\ \\f \\ \ 16. PRESSURE IRRIGATION PUMP STATION. m \Ra tio- ✓.. i n� ✓ ds\d• o. \ 1553 SF \ ♦ \\\ \\ \\ as 430 S + 19W 19W PROPOSED WATER&PIPE SIZE I c� 1 ' �g kox// �°'o• \2430 SF /i' /� �� `\ \ 14yy \ ��� \��\ \\ 17. NO PARKING - FIRE LANE SINGLE FAMILY DETACHED 30 UNITS 74.2' . ��``\ __ . 15-3 �,o �' o�`'o/ �, ,28-1 �' •o' \ \ \ \\\F \\-,-�\ \ SINGLE FAMILY ATTACHED NO PARKING PAD 96 UNITS 1 I o °o. 2430 SF ti '•Oo,° i \ 2432 SF / ° \ \ \\ \ \\ \ 12so 12so PROPOSED STORM DRAIN&PIPE SIZE III I''' 16-3 ' tt° ' ° rL \ \ \\ \ `f \ \ SINGLE FAMILY ALLEY LOAD W/PARKING PAD 31 UNITS III - I z,60 SF \`\ /' e� /' \ 15 �' �� r \ \\ \ ' \\ \ 6PI 6PI PROPOSED PRESSURE IRRIGATION 14 L1 1 �; > / " \ \ o. \ g\ \ \\ \ \ \ Total 157 UNITS N O \ \ ' \ \ \\ � \ \\ \ 1 i I I �� 1-5 2160 SF ���.' 7-4 , ` o�:. 9 \ \\\ \\ \ \ \ \ \ 12GI 12GI PROPOSED GRAVITY IRRIGATION \ 9 s' o. \ \ \\ \ \\\ 11"I I � / 0 3980 SF o- uD I I I I Ir„ I ��. 2039 SF 11 .. ` i Qa'y6i .0 i \ 30-1 \ \ \\ \ \ rn I I I ;; 1 1'NMQI '-:.'r j,, \ 0. �8�3 /,/ 'L� p�/ . i' _0 \ 6'� 1759 SF \ �\\ \�\\ �� \\\\ PROPOSED EDGE OF PAVEMENT I I IIII.. >O.O ry '`....:..:9 1, jl k0 077 " ' 1 1 , 31-1 \ \ \ \ \ I I I I 1 2-5 • .\5' \ • ELo°�o �' � 6-4 1 \� \\\\\, \�\`,r \ OPEN SPACE CALCULATIONS__ I I I I 1 1610 SF \ \ / e ' p 2160 SF I io \\ \ \\ \ '\ TEN MILE DRAIN EG EG PROPOSED EDGE OF GRAVEL l ryhI I III 1 -,\ � / O� / i � \I 1 : ' o /�'.'.:..'..:;h' \ ,� ryk. ' °0 5-4 /, 55.: °o. \ \ \\ CENTERLINE \ , / � ,o. 2160 SF .-;.. \ \ \ `\ COMMON LOTS& BUFFERS s o 32-1 \ T�\ \ ----------------- PROPOSED SAWCUT QUALIFIED QUALIFIED I 1 _ \ k' / ✓ o O, 4-4 0�' I 5453 SF ' S \ \ �\\\\\\\ \\ /III l �1 1 1 1 \ \\�> /O 2 085F` , �0 / . ,0 2160 SF ,i �.. _ �ry`3.. .`:�:`.'. 6' \\ \ \ \\\\\ \� \ \ I \-- I \ 1 1 \ o• M'..,:,,. 13 0� 9 \ / a ' / ,� 3-4 � a �: `• ' o \ \\\ `\ I PROPOSED DITCH CENTERLINE \ / IGD 4 1 I i 1. 1\ \ {N .. .� 1 gs/ ,/' °•o• 2160 SF ✓ Or PEN - / I ai ti\ 4-5 1\ 17 Nam' 1■�1■ 2844 SF, \ $ '�o / 2-4 �o. ."' ` as F'' °' 38-1 \ \\e\ \ \ \\\ t�,P`'� \\ \ \ roe PROPOSED TOP OF BANK ACTUAL SOPACE SPEN OPACE \ \ \ I CONTACT DIGLINE \ / +I I #P� D ....:..... 0 7-5 's \ l / ... s nss sF \ \\\\ \\\ 0, \ \\ \ \I \ / / 11 \ � A ,969 SF gyp, \ ° \ g- \ + \ TOE PROPOSED TOE OF SLOPE AREA SF CREDIT AREA SF -HOURS / \ � / I �\ 1-4 e•: / �ti.':.. ... ... s 37-1 r' \ \ \\ \ \�\ / /'/I j \ 1 Y \ "poi >0 �:. I m. I `\3980 SF I I �'� S O. 1552 SF O \ \ \ \ \ \ \ ( ) ( ) -_ o t I o 'o,•... \ \ \ \ + RUT ° BEFORE DIGGING \ N ' t \ \ o' a �'': �'o, 36-1 .o \, p5 ' \ `(Y\ \ ----------------- 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:` •" �O 1553 SF ? \ \ ` \ \� \ 1-8JV-342-1585 1 tm- t \ \ \ 6 5 �s `\\ .:- 5s17 SF / \\ �, y .°• y0• \ \\\ \ �0 20-FOOT LINEAR MEWS 11-3G-3.6.1.E 50,098 100% 56,273 \\ / V \ ii �2774 SF '' / s ��'.. ' _ ♦ 2S'. � ti 35-1 \ \ \ \I ----------------- ( ) \ // , ���\\\���� \ / \ \ - a \ \ PROPOSED GRADE BREAK \ 0 34-1 22s7 SF ' y \ \ \\ \ \ + C5'� o `W // \\ \ a�� \ \ 14 / titi. 5 \ \ \ \ \ OPEN SPACE (50 X 100 MIN.) (11-3G-3.B.1.A) 150,323 100/ 150,323 8 \ // \\\ \ \ \�` I " ��. 01. 0 / \ 70 875 SF h •rti.-:,d+ �\ \ \ \ \ I\ //\ `�\ \ \\\ `\ 14 \\ �� \`9\ a 9 s ryti. 39-1'.• \\ \\ \ \ + ''- - - - - PROPERTY LINE R\, // \ m/., \\\'k\ \\ \ \- �� o \ ew �/ 17 -1 o."'' = / tssa siryryy...- o. \ \ \ \ \� \ \ OPEN SPACE RIDGE FACE - NON QUALIFIED 170,610 0% - Z / -� \\\\\\\\ \\,\_\���`` \ �� \ R gW ��i \ /O/,: '�,i9 /i p• \ \\ \\\ \\\ f \\ \ \ ° - _O \ ,\ \ \ , 1,4 \ ti 40-1 \ \ \ ^(, EXISTING FIRE HYDRANT OPEN SPACE -OTHER NON QUALIFIED 65,450 0°/ \ \ \ \ \\ - �Z� ' � 8W o a/ \ ?, \ \ +�' 0 1759 SF \ \\ \ \ \ ;- _W \ \ \ \ \ �1\ \ \ - �� \ 4' _ \\ \ \ 0 \ '61- \ I \ \ o� ��� •,V 'ia� \ v / �o• ,a� 14 \ SHARED DRIVEWAYS 28 867 0% - \ \\\ m \ \ ° N oo, s 279s SF I� \ 6 \ \\\ \ \ \ \ PROPOSED FIRE HYDRANT p co \\\ \ y\\ \ ,r e:.,.- 'o \\ \ \ \ \ `\ FEMA TOTAL OPEN SPACE 471 734 SF 212 982 SF U \ / ' \ o \ \ PROPOSED WATER VALVE o o \\ // _ \ \ \\� _ �` --- s0. 2-6 00, ^� \ -yQ y'.. 1 \\ \\ \ \ \ \ ` FLOOD BOUNDARY J CD \\\\1 1� - ///� -- \\ \\\\ \\\\ \\\ _ \_ \ _\--_\ �� - - 1949 SF � I /, _ B� ,!1,IV �h \ \\ \ \,\i \ \ / \ J \\ 1 / / , \ \ � I � x\ �\ �� •2�\ to O / ?QQ \./ \ �, 0...:43-1.:;' /• 61 \\ \ \ \ PROPOSED WATER METER \\ \ \ / /// \ \ \ \ \\ - 7 6', 0� \ p..:1634 SF \ \ \\\ + \ O QUALIFIED OPEN SPACE PROVIDED: 212,982 SF U r-- \\\\\\\1��111 /^\ _ �\ �\ \\ 1. , L\_ - \\ \I20` \_ \ —\� \\ 10 zio `/1-6\\ 'o-00 1� \\ ... r, s \ \\\ \ \ \ \ \�� 18.57% LL_ Q \\\\ 1111 cmil 1 .- . �� \� \ .\ 0I \\\\\ �\ \ \ i1,3 Q' �.,.. --- \ \ ` ' ,95 F \ I \ \\ $ � \,\ \\ 43 O PROPOSED BLOWOFF LU 0_\ `3 \. \ \ \ �� O 7s38 SF O 13-5 `'S�` s 9'1• ;��\ \ \ __ � I7- \ I I I \ �� \\ ��-_;\. �� -- I� \\\\\\\\ of y0 ^o/, B --3659 SF_ -� - o ?..r. O \\ \\ \ +\ ,. \ a\ \ \ \ \ ti - - - -\ A 45-1 \ \ \\ \ \ _ �_ LU E RUT \ \ \ \ \ , 8-5 \\ \ \ \ \ / �// n37 sF \ \ ,`y _ EMERGENCY VEHICLE TURN MOVEMENT TOTAL OPEN SPACE PROVIDED: 471,734 SF (9 W \ - \\\IIIII1111 ��1 111�� \ \ \\ \\ \ \\ "�190157 SF� \ \\ \\\\\\\\\\ \ s'o 0 ,P \46-1 -2706- ,z' '�\\\ \\\ \ 42 \/\/ o G -- 14 14 �� 1 >s 12-5 �• \ \ \ 1 V 20'WIDE,28' INSIDE RAD.,48'OUTSIDE RAD. 41.12/a II \ \ \ `: \ \ \ \ \ \ \ \ \ v 3 1799 SF i x- \ 8 S ✓ 5 \ O• \ \ L I II I I I I II \ \ \ \ \\ \ ��\ \ � \ � \ \ \ \ \ \ Ro 8 / `ti >• ^,� rn 2466 SF \ ti \ \ z _ II I I111j -, \ \ \ \ \\ \\-- �., \\ \ \ \\\\ \ \ \ �� ., ' \ A \\i ' Lh' �\1 9 \\\ \ \ \ \\\ 61111 1II11II!\ \\ \ \ \ \\ \ -\ : - N \ \ \ \\ \ \ \ \ �•\� _ // ° O0, n�� \ 00 \ \ \ \ \\ \ I 11 I I m II IWil \ \ \ \ -- 40\�� - \� _� \ \� \� O �8W 70 / '>' 1684 SF ti ,� \ \-/ ti / \ '& X \ � + cl III r\ \ \ \ \ \` - \ \ \ \ -,"�,\ \ 0' p / \ \\, O \ \ \ \ \ - �I �� \ \ \ \ LP W \ 111 I I ;III I \ \ \ , \ \_----- \ \\\\ \\\_ \,\\\ \\ - R-3i�i o 10-5 h 14 8 \?. \ \\\ \\ \\Lo. \ \ \ Notes H I- l l I I 1 ;;;Ill I I\ \ \\ \ �s \ _�\\\ __` \\ - \ \\ \ \ \ 6S rl'S �,. 6' /y $� h' \ `x� \ \ \\ \ \ \ \\ \ \ \ \ tyro' 1• ,568 SF /•L .O.. :' \ d• \ QO \ \\III I I l I I \ \ \ \ O \ - \ \ �\ \ / ''A• 14-5 �� 6, , \ \ \\ \\ - \ \\\ 1�\ 1j1111j1 \ \\ \ \\ \\ ------ \ \ \ \\\ \ \ \\ \ \ \ 2682 SF F1,IIIII 1 i-JI11 III \\ \ \\ \ \--------\ � � \�\ ��\ I \ \ I � rn \\ \ _ II � \- I I �r cl I '�\� \ \ \ •O• rL ` IIII•k I, Iil l ''I `\ \\ \\ \\ --------- \��-'Y_� \\�\�\\�\�\ _ \, \� \\\\ - \�\�\��\ \ ,63a SF r. / �• 15-5 \\ ism\ '� ' \� \\\\\\\\\, ` \ \ a1\ \\\ \ 1. CURRENT ZONING: RUT; PROPOSED ZONING: R 8 & R-15 PUD. z o \ 1111j.11 I111111111 'o\ \\ \\ \-- C` `�� \ �\\ \` \\\\\ ` o \ I \ \ \ 1 � \ T I ` III I 2� \ \ -------_\ �� �\i�` _\-�- - \ \ \ \\•\ \ h \\ \\�\ 6• ryry• 1735 SF \ �� \ \ \\\\ \\ \ \ \ 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 0 0- �\I111j1111 60\ \\ \- ---------\ \\\\ �� \\\ \\\\ \ \ \\\\ \\ \ \ \\ \ 16-5 \ \ \ , \ \ \ \ 4� \ III' 1 ll1 I \ \----- _ \\a\-\ ���� ��\�\ \ \ \�\ \\ \\\\\\ \�\\ \\ \ �� \ \ \ \ \ \ \` \\ 40 \39 d \ \ \ \ a s 1645 SF d o ' 2-8 \ \ ATTACHED SINGLE FAMILY HOUSING. 11 2s.o 1 I� s?e' _-- - so.°`--_ ,\r \ \ \ \\ \\ \ \ \ 17-5 o. • s� ° \ \ \ \ \ \ 3. SANITARY SEWER SERVICE TO BE PROVIDED BY EXTENSION OF CITY OF MERIDIAN SEWER SYSTEM. ^Ip ill \ r fl-------- v� - �_�\61, `\\\� \�i \\ \ \\\\\\� \\\\\ \\ 12 \\ \\ \\ \ \\\\\\\\\\ s 1556 SF '� / O !� //�/ 13 �O\ \ \\\ \ \\ \ f v` \ \ I I 1 IIII _ T P \\\ -, \�� \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ P ti i Sl O o• \ \ \ \ �\ SS\�IVr1L FAin m I aol BOA 1\\ \\�\\ \ �`� \\\\\\ \\\ \\\\ \ \\ \\\\\ \ \ o• 18-5 a� o �� ss \ \ \ \ \ o� \ \ 4. DOMESTIC WATER SERVICE TO BE EXTENDED FROM CITY OF MERIDIAN WATER SYSTEM. �� \STE / I cal I \ \ ,,�*, \ \ Z- \ \ \ \ \ \ \ \ / ✓ i o, c9 \ \ \ Q\ \ \ \ p _/ \1' II II IIIIIIII _QQ �-\� 2>>\ \�\\ \\ �a�� \x \ \��_ \ \_ \\\�,�, \\\ \\ \\\, \\ \1724 SF i ry,y0 $5 \\ \ s� 9� .. ... . . .'.'• 17 \ \ \ \� \ \ O\ \ \ ♦♦ \ �o "�G 'r�(O I I ' III - \ <" .y\ \ , \ ��\ \ \ \\ \ \ \ \ duo \ \ \ \\ 6 O \ o. '1 ...:•.:.::...:,'• \ \ \ 't tl 11 I IIIII \ - \ \\\ \�� \\`\ \\\\ \, \ \ �, \ \ \ , \ , \ /� tip' 3-8 s \\\ \\ \\ \ \ \ \��♦ \ 5. THE DEVELOPMENT OF THIS PROJECT SHALL BE IN ACCORDANCE WITH THE APPLICABLE CITY OF MERIDIAN ZONING AND BUILDING ORDINANCES, I \ \ \\\ \ \ \\\\ \ \ \ \ \ \ \ O rn O \ \`\\ \ ?j111� `11 lllll�- - \ �`\\ \ - , \� \\ \ \; \, ,\`\\` `, \ \ ` 14 \\ \\ 9.`L'P� 's \ %1580 SF •O• \ \ \ \\ \ \ AND AS MODIFIED BY THE PLANNED UNIT DEVELOPMENT APPLICATION (PUD). j1,111 ?rll IIIIIII \\ \\ - --- \SO \\ �a\\ \ \\ \ -\=`\ \\\\\` \ \ \ \ \ \ \\\\ \ \ \\ \\ / QQO „�O/ O. 1-7, \ �3,' 60 \\\ \\\ \\ \ \ \ \ \ 1 c 11 \ o.p,\ \ \ \\ \ \\ �`\ \ " \N \ \ \ \ \ \ \ \ \ \\ \\ O N 0S `1 i 6 2145 SF \ < \ \\ \ \ / \\ \ 37 1 0 8 1 3 :o hl 621 34-5 ` �\ \ `\ \ \_tea \— `s,\\`\`\\�`\\\ \ \ \\ \ \\ \\ tib. �' s '� °" �\ \ \\ \ + \ \ 6. A PORTION OF THE PROPERTY LIES WITHIN FEMA FLOOD HAZARD ZONE A ALONG THE TEN MILE DRAIN - REFERENCE FIRM PANEL 16001CO265H, EFF. o F o 0 35-5 N 36-5 _ �� \ \ a / sNiss sF o• \ �\ \'//J' 111 "1 I 6981 SF " 6006 SF.-." 6067 SF ." 8577 SF --- \ \ \\\\ \ \\ \.Z,k- -��\\ \ \ \ \ \ \ \ \ \\ \ �S\ , o ry6. 2-7 \ O .� O, 5-8 1759 SF \\ \\ Q \�, v \\\ \ \P' \. \ \ �� \ ,, \ \ \ \\ \\ \\ �$ s 2 ° . ' 'r \ \\ \+ ` \ VS DATE 2/19/03. c N IIII I IIII __\ \\_- I / \ \ \ !\ \ \ \ �� \ \ \ \ \ \ \ \ \ \ I 1 ) O \ O 1553 SF "f•� \ ♦ \ \ �G'( '9 ` OF P�", i I II IIII \\ \ \_�� �\ \ \ � \\ � I Ir T SO o\\\ \ \ O \ " o. \ p \ \ \ T \�. \ \ 1° 1111�M �T'jlllll� I \\ o - / �� O\ =_ \rC \ \ \ �i%-� I 1 1 1 1 1 I •y6� 1495 SF�- o s - - _• ,o �. \ \ \ \ \ \O 7. PUBLIC UTILITY, IRRIGATION, AND DRAINAGE EASEMENTS ARE AS FOLLOWS: O \� O I \ �''-- / / </ \ \ \� \�\�"\\\ -\, \ \\\\ \� o. '� b�' r 4-8 \ d ♦ \\\ \\ A \ \\\ �1`�S ss �G\\S F I IIIII / \ "^\ / / \ \ I ` , `\`\ \ \ \ \ / 4-7 ' o o` \ 2139 SF 2�0 `?`' o.� \ \ ` \' ` \ \ 7.1. ALL COMMON LOTS INCLUDING SHARED DRIVEWAY COMMON LOTS ARE HEREBY DESIGNATED AS HAVING A BLANKET EASEMENT FOR PUBLIC K ER IIIII 1 37-5 \ \ \ 3 \\ ----\ "-�- \ \ \ \ \ ,� 1690 SF 'u ,S� \ 9 0, s 8 i \ \\ \ \ �� \ e \ \\ �� 00, \\\ \ \ \ \ \ \ \ I I I I I 1 I \O s \\\\ \ \ \+ \ \� l I1111 -�6000 SF a \ ` . \ \\\_- \ \ \ \ \`, I I I I I 1 I I III 111 I • o s L�'' o. . y." 5 \ \ \ F \ UTILITIES IRRIGATION AND DRAINAGE. l o .,. by 1 s ti.. \ 0• \ \ \\ \ \ , 14 1 I -----7------- - ---- \ / \^o' \ t �g\��> ___ \\\\\\\ \ 11 I I I I I I\Ij IIII I I� 1 i L�' ' 6S 4 0 \ -. /, .. s0 \ \ \ \ \ \ \ • 1 / 17.3' _- / / \ / _ p1138 •-�\ \\\\\\1 II I I I I I I I I I I I I I I 1 I I ' 6� ''�,y/O \s O 2114s 3F r \ \"\��15808SF rye.:' 14 ' •° \ \\� \\\ \\\ `\ \\ 7.2. ALL BUILDING LOT FRONTAGES TO 33-FOOT STREETS ARE HEREBY DESIGNATED AS HAVING A 10-FOOT PERMANENT EASEMENT FOR PUBLIC • . • • Is8s•.:•.'_-•.'.,:..'.+; :50:0 ..:. .... • . / \ 38 5 _1� ¢ \ \ \ 1 1 1 \ ti \ \ \ \ \ \+ \ UTILITIES IRRIGATION AND DRAINAGE MEASURED FROM THE PROPERTY LINE. �- / / \ 6000 SF \\ / \ `\ \ \\ IIIIIII 1 I 1 I I I IY I 1 I I _ E e• E• • .. .`I1.r'.. 1- ; :' ' ? �/ / \\ - c __ i L�l \\\ \ 1I 1 I I1 I I I 1 1I 1 II 111I \ o N : �6� ss 8-7 s 18s8F \\\\` \ \ \\ \ \ 7.3. ALL BUILDING LOT FRONTAGES TO 24-FOOT STREETS ARE HEREBY DESIGNATED AS HAVING A 3-FOOT PERMANENT EASEMENT FOR PUBLIC III tn.. .;.32-5 O:\ `X \ / -- v i ❑ \ IIIII I I I Q . 1495 SF O \ . . . 7394 SF n5 MB� ��\ \ % x- .\ \ ?o \ \II I I I I I I I I 1 I 1 I I I I I I I�\ O "n. o / 8 \~ ° \ '�\ \ \ \ \\ ` \ \ .• e• e• hh -3s-5___ \ / \'�_ \ \\ ; ; 1 1111111111I I \1 \\ d a ,ss sF � . ` ,9z8F 6 \ \\` \\ \ \\ \\ \ UTILITIES, IRRIGATION, AND DRAINAGE, MEASURED FROM THE PROPERTY LINE. ' • ,� ,� ,� G SOO 6016 SF 40-5' \ \\ \ I II 111 1 II I II III 11 111 I I I I \ \\\\\\ 12982 SF ° $s/� �\ ♦ \\\ \ \ \ \ \ \ . . . E-+ - ,oa.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, TT1 I aS s \ --N -5812 SF_ \ \ �\1 1 1 I I 1 I \\ 1 \1 \ 6-7 O 0 10-8 O 5`•. o: \\\ \ \ \ \ \\ \ I l , 8 x\ \ \ I 1 I I I I I I 1 I 1 1 1\ \ \ 1 \ 1690 SF A•O. L'b', " L' ♦ 2139 SF 0 i Lh:.:.: \ \ \ \ \ \ I IIII `(;11 1 , �° _� 1 4 \ ` \ ^ a\1 l 11111 \ \\ \ \ \\ \` 13 06 i // ' \ A \ t�`\\ \\ \ \ \ \ \\ \ IRRIGATION, AND DRAINAGE, MEASURED FROM THE PROPERTY LINE. 14 I 2 �� i\i \ \ \ N 111 111 I 1 $ ' O �Y'S� \ \ o. \ c,`,.,:'r 17 \\ \ \ \ \ \ \ u 111 -ISO-51 � So \ /\ \ \ \ �11\1 �� s 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 5095 SF -1- - 1--'�h- > - - Sg RO O' / i' \ /'\ \ \ \ SO1\\ \111\111\\ \\ \1\I 1 \ \\ \ / /� �/� ti� ` o: \ `\ 5 d \ \ \ \ \ \ \ \ I - ^- 3�. \�a q�8 �� e e \ \ \ \�o \\�\\\ \ \ \\ \\\ \\ \ 00 / o a / /. �s ` 11-8 ;',' o \ \ \ \ \ \\ \\ \ 11111I ii 11 I i - -1\\-'- `\ 4 , 11 I ,g'\/''\\ ` \ �\\\\ : \\\\\\�`\\\\�\\ `\\\ 2a�� 5• q'6• fp'10� �,° •o:. 0 O 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 o 11 ll�. 100I0 111 ,a - -r �\ Sg M , v^ /,✓ \\ \ \r°� \\\\�\\ \\\\\\\\ \\\ \\\\\\\ co• 0`', GS \ •,. \ fie" Y \ 62569 SF �\ \ \ \ a ,, \\ \ \\ �N• . SOP � o. 24-5 ` 8 `..'.'.' 14-8 \ \ \ d\ \ \ \\ \\\ ,�, 'r 1 So s ' s4o�a 5 \ \\ Qp\" `\\\\\`\"\\\\ \\\\ \\\\ 6 so \. - ,4ss sF .ryo\ o• \ °•.. \ ,• 13_s �\ \\\ \\ `\\ \ PERMANENT EASEMENT FOR PUBLIC UTILITIES, IRRIGATION, AND DRAINAGE, MEASURED FROM THE PROPERTY LINE. N I I �I I' 33.00' 2-10 �S & /' \ \ \\\ \\ \\\ \ \ \\ \\\ \ \ $' �s ° 23 5 .� o .: e \ \ \ \ 35 I n 1 7307 SF ��w w < \o \ \ \\ \\\ \\\\\ ` \ / 1495 5 \ ,589 sF o. . -'s \\ \\ \t\\\ �� \ \ 3 7.7. ALL INTERIOR SIDE LOT LINES ARE HEREBY DESIGNATED AS HAVING A 3-FOOT PERMANENT EASEMENT FOR PUBLIC UTILITIES, IRRIGATION, AND I 20 1 I I0 59-5 I o el.° 1 � � \ �- o \ \ \� �\\�°•\\\ \\\\�\\\\ \\\\�\\ \ \\�' �� ss '� �� r\ '0 \ � � \ o \r ` \ IIIc 1 I' 5001 SF 1 z4 R. \\ - 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 . p I I I I 2 G \ o O• \\\ \ \ti \ \\\\\ \\\� \ \\\\\ \\\\\ \ -�' ti s 1495 SF I gyp\ \ 8 s. 2221 SF \\ \ \\ \ 36 Q z -1 I 11 III I I I \ \\\_`\ \ `\ `\ \\�� \\\`*%\ \\\\\�\\\��\\, \ R. 0 21_5 �O �o �' \\ p \ `\\ `\ \ \\ 7.8. A 10-FOOT PERMANENT EASEMENT FOR PUBLIC UTILITIES, IRRIGATION, AND DRAINAGE, IS HEREBY DESIGNATED ADJACENT TO THE SUBDIVISION o � a _ I_- I 0 u w _ \ \ \\\ \ \\ \\\\ \\\\\ \ \ \ �32' q6' / 14 \ Q 0 / 5 - \\ \\ w oo.o' I I I ^° w �\ v \\ �s \ \ 42-5 \ \I \\!\\\\,\\\\\\\\\\\\\\ \\ \ \�� _ _�.op m� 1495 SF o \ .' itib°' ss ` '' \\�O,�Q yy ' ` tih'.s� \� \ \ \\ \\ \\ \\ BOUNDARY. Ho I // L, 3-10 \ s � 's. \ ` so0s - I \\\\,\\\\\\\ \\\\ \\\\ \ -- 20-5 tis• o. 26-5 15-8 i 14 0. \ \\ \ \ \\ \\ o 1 I Ili% / \\ 5518 SF \ 8�\' \ % \\\\\uo\\\\\\\\\\\\\ \\\\\\\ rns 1a95 SF , .. ,Sp:: s 2080 SF` �� I " 51578 SF 5 \\ \3 i \ / /--1 \\\\°\\\\\\\\\\\\\ \\\\ \ \'oe °• /1\ S' 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=0 1 I o l 1� a9 \\ m \ s � '' \\\\\ \\\ \ \\ \\\ \ \ \ \ 19-5 tip• 27-5 \\ _ '•s. / o. 16-8 \ \b \ Sm 0 58-5 I o 1./ a• \ ^115a G � \ ! \ti / \ \o\\ \ \ \\\\`\\\\\' \,\\ ,sso SF ' o., \\\ \ \ NEW YORK IRRIGATION DISTRICT, AND ALL LOTS SHALL BE SUBJECT TO THE ASSESSMENTS OF SAID DISTRICT. L O I ca\m` \ w ' / \ C`?�\ / -� \ \ rA\\\\ \\\`\�\\\\\\\\\\\\\�� \�� \� ��. .- ',,ti'S. d'O./ 1495 SF / `\ \ ?� �oq' 9 1759 SF \ \\\ \\ \ \ �o m I �^5001 SF m o' I I 1m\/ \ 4-10, s \ \ \a \\\ \\\\\\\\\\\\\\\ ti' 28-5 0 ' 8 \ ' ' o• 17-8 `\ �\\ ` \ �\ 9. BUILDING SETBACKS AND DIMENSIONAL STANDARDS WITHIN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH THE APPLICABLE ZONING I� I EG —I- EG \\ / 5827 SF `" \\ �• / \ 43-5 \\\\\\\\\\\�\\\��\\,\�\� I \ \� ,q"�� aS 1495 SF "b�l•• \ i5s2 SF 6 \ \ o:w I 1 m EG —E s°�\EGGI ; \ / \ sons sF `�\\ ` \\` \\`\\\ \\`"\\ \ \'0°� °' \ /' \ ? \ " ` \ ` \ \ REGULATIONS OF THE CITY OF MERIDIAN AND AS MODIFIED BY THE PLANNED UNIT DEVELOPMENT (PUD) -SEE PUD SITE PLAN FOR ADDITIONAL O• EG d, \ \\ \�\\\ \ \\\ \\\\\ �\ ti- •o os 29-5 o �`'n ss ,,\ 18-8 O 5". °'o• \ \\ \ \ \\\, INFORMATION. o' a /100.0' �EGI 1� c o x\ EG ^6. \ \ \ \\\ \\\\\ \ \\\\ \\\ \\\\-\\ \ , 6:' 1495 SF O 'b• / 9 h: : \\ \ \ \ _ I m EG / G �tr �. \ \ \ r \\ \ a\\\\\ \\\ \\\\ x \ r rL. 0 i/`ti •OD ,y1• 2135 SF O' / fti .. \ \ I / p —EG \ \ o \ \ `p;S \ °d �'°i\�ey\\\\ \\\��\\\\\\\\�\��\\ A i A / �° \ C, Q \ / \ \ \ \\ \\ SOS 30-5 0\� \ sy 17 ��� \ \ \ \ o� / & I \ \ 1`ti \, '�, \\ ',I\\, \\\\ \\\ \\ \\ ' x-\ ,y..`Z 1495 SF ' d5 c9 0. \ 5'': \0 \ \ o J "o I 57-5 a \ 5-10 `� 1 \\ \\ \\ \\\ \\\\\,\ . \ \ o. , $� ytio \ , \ Iti'.:.::.:;.-' 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= 6 0 �' 1-10 \ S 5 6918 ' 0 \ I\ \�\ \\\ \\ \ ' \ ��\ �� ' O '� dS \ \ ,19-8'1.:::- 'o. \ \ \ �3 m I / 5001 SF m \ 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 �QQ' q•6�✓,%\ 2'699F\ S\ O ,10.1579 SF i \ \ \\ \ \ d� \\ I 0 `� -\\ /� ,/ \ '7326 SF \-, \\ \�\\\\���\\�������\�� ��� \ Ok / ,ice, 6S\ 30 'S }. •. `b� 22-s '� \ \ \ \ \\ Z y I \ I , � _ __-__- /P g , , �� � -\_ \\\"` \ \ ,ti e� ' ms °`\ 2_g ?o `\ "� `.:,'.;.' e 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 p _ 2, e,, / / \18 W " \ \\ \\\,_�`"I \ , ,430 SF \'S�•�� o•":' 9 �? \ �\,\\ \ \\ RUT LOTS. MAINTENANCE OF THE SHARED DRIVEWAYS SHALL BE AS SET FORTH IN THE CC&R'S PROVIDED FOR THIS DEVELOPMENT. `�I \ 1 i \ III I \\ \\ \\\\\ \ \9 \\\\\\ 20 21-8 �00,... \\ \ \ ` LLI 1\ I 110.6' 14 1� III II I 1 \ \\ \\ \ h 3-9 / - ;O. d 1552 SF \ \ l2\\ ��`\ \95 1 III I I II I II I I I \ \ \ \ \\ \\ \ \ \ \ ° ' 1s90 sF s \ �\` '° \` \ \ \ \ \ 12. DIRECT BUILDING LOT ACCESS TO E. LAKE HAZEL RD. IS PROHIBITED. ;u o I 56-5 \ aw aw w aw aw / o. \ I I I 1 1 I Ill I I I I I \ \ \ MN /' "y� \ 20-8 g- o• \� \\\\ \ \ \ \ \ o 1 5001 sF 1 6 �Mm 224' w i - \ I III II I 11 I I I II \ \\ \\ \ \ \ \ , \ \ \ ` 1 \ 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 I , - - c -� — \ I I I I III 12 I J� , \ ✓ \\ \ \ I \ s S \\ \ \ \ 1 \ \ o a 1 o aS aS -8S\- o—aS 8S o I 1 �r`\I ����\ \ \ \ \ I\r�\\ \ \ , 0 ' \ ds\\ ,ry�,., s ,\\ \ \ , \ w = I I\ a ROAD 8 47-5 . / � 1 ° III 11 I \I V \ \\ \ \ I II `�\\ \\ \ \'. titi• 14 \ ,, \ ti. ' �5 ' 9 \\\ \ i� I I \ d3566 SF I / 45-51 ' I II Ih I\ I I I I 11I I W \ , \\ \If \\`\\\ \ t\s \ ' \ .' 23-8 14 \\ �\ `/ \ -� az.o' as.B' 4ss' 4s.8' 3.2' �^ 1 / s7a7 sF I ^ I I \ \\ \, 00 00 / 7-9\ \ 5 y':, s \ \ \ 1z RUT 1 100.0' I , / -SF 2413 - - L / I III 111 I \1 1 I 111 \\ 11\ \ \\ \ \ rL�• 5' 4 9 O d SF\ I ,"\1617 SF titi o \ \ go N 11►I I 1 \ \ \ 1\1 \ ;� \ \ s I �\ \\ ,. \ , Parcels Included �N I I ti - , ' ':,,, / a I II \ I11 \\ 1 \ \ \ \ \ s7o3 ti' / / 24 8 ------ ------- --- - - j / I 1 11 1 l \\ 1 I N VI 1 \\ \II \ \ c\\\\ \ \ s-9 \ �_ o rn / nss sF \\ \ t t o�/�- a / I 1 I I 0 1 I I VI 1 \\I N \\ \ \ \ 1430 SF O 6• 9 \ \ /+ - o 55-5 1 0 o I I / I g I 1 II 11 \ IV 1 \\\ \ \II\ \ \ r� \\ \ , s d. O. r /8 �� ti o. 25-8 --_ \ - n \\ on aC s r= o I Soo, SF m 1 ` I I I I I I \\ \ o \\ \ \ 0 , *, 13 �. 1 \ k .0 6 e S1404212550 -16.31 ACRES / 124.8' / I 't I \ I I IA I \ \\\ YI\ \ 0 \ \ •5-9 0 0' ,553 SF \ PL \ ww 11 ith I \ 0 111 1 \\ 0 lsso SF 'oo \ -, ` \ 11 \\ SUNRISE RIM LLC PARCEL # 1 3727 E. LAKE HAZEL RD. - 1 /1---2766--- _ 1 •.`::.C:•`. / 1 I I I 1 11 1 I q\ I \ I� J` \ 5. 8�I I 11 /---------, 6 I I 1 VI 1 \ \I I \ 1 \\� d °o' �\' S -- MERIDIAN ID 83642 I I w 1 --_ I \ \ \ O \/ 1793 SF O ti'- `%• a o 6 -- a 48-5 a".'- / I I (��� I \\1 I !I 1 \ \ 1 1 \ titi' 1' \t G, O. / x' r, 1 \ \ ' "o m- 1 'o - 49-5 . . 1 \ ,00.o' \I -1--53-5=== _ 52-5 , 6 51-5 50-5 o 4993 SF I 11 o \\I 111 1 \\ II \1 \ ' �/ \ s. / t. \ AUDREY D'ORAZIO I I - 1 5731 SF o 4718 SF o 4716 SF o 4755 SF o 4793 SF o o'" ,, . / 1 1 I LO I I \\ I►►I 1 \ I `\ II \ \ \ \ \ a 0 6 ti'' ✓'... �7 \y.: - I \\ 111 I \ \ : ... ..., !1tiSg /� gS. : '` r\ \ cP �r \\ OWNER 4450 W. SADDLE RIDGE DR. 'Y 33.00' w I i 46-5 / I I I / N I I % Ill I \ ` 1J I \ 1 \%, _ \ C � I \ m S1404212750 -10.03 ACRES L. SW Corn a dH❑ -d'G dH d O dH❑ ,IHO ,T n 8775 sF I I n I V JI , I I\`Y I \% �\ > >p \ N NAMPA ID 83687 z �3 ro_ 54-5— 1 ( 1 1 �� \ 1 I I \\�\ - MS 63• MR ''..2 2 S \ c5% \ O PARCEL # 2 3727 E. LAKE HAZEL RD. I I I z _3z :.. :,.a';::. '.:' 1..'. ..: s7,2 SF CELL: 208.724.6239 } s7n SF I � I 1 / I I I I I \ R- :...'.:... .:. .. . \ _ / \ + M MERIDIAN ID 83642 :.,..:. t. Gov o'[ � HP�64 L-------------J �- ------ --------- ------- ---------- ' L------- ae�------+- o I n I / \ \ 62.9' — — N'. :'';' '.'.'.-...' — — — , 111 SE Cor ------ ---- S �939 W I 300.b6� 11 ' , \ ,\\\\`\ ��r• _ ° -' ' — =�1o0.0` � � 57.T- -46.8' 46.8' 46.8'— -46.8•.— - 46.8'— 25.3'= r'120.2'= � j X , XT of x i I T -441.8'- 145.0' 82.3' ,r CjOV�, L SOUTH BECK BAIRD "PLS , JAY GIBBONS Q SX 89 J� VV I 2 . 13 16 \ \\ \ S "PLS 4 \\ 4347" a� LAND PLANNER 2002 S. VISTA AVE. J d 645" I . \\ N BOISE, ID 83705 IL Attached Housing Parking Summary W Z Sv0 op W RUT \1 o OFF: 208.342.2999 GARAGE PARKING 254 STALLS z Fj v IY Lo I I o � zco � Ir 0� \ FEMA ZONE A I fn ce 2 o o�m g. g. FLOOD BOUNDARY ERICKSON CIVIL, INC. DRIVEWAY PARKING 62 STALLS 4 � Y N N m J�JQ� P,I.S� P�'S� 5 \ ROSS ERICKSON, P.E. a y0�� OrelminoryP I a y��� I ENGINEER 6213 N. CLOVERDALE RD. STE 125 OFF STREET PARKING 71 STALLS Z 0 . � W D_ u_ 9 �- �� \ 15 I BOISE, ID 83705 IIIIIIIIIIIIIIIII a \•. 10 I so 120 Fv�O / Feet - \\ I OFF: 208.846.8955 TOTAL PARKING PROVIDED 387 STALLS — TJOB NUMBER: , TOTAL ATTACHED UNITS = 127 ATTACHED HOMES 5•• \ J ID6190 6 - • • - ° ' . . s D SURVEYING 1 COMPASS LAN SURVE RICHARD GRAY, P.L.S. REQUIRED PARKING (2 OR 3 BED @ 2 STALLS/UNIT)=254 STALLS 19 DATE: 4-10-20 Uj PROFESSIONAL 623 11TH AVE. SOUTH Ir 5 - - - - - -5 - 5 LAND SURVEYOR SHEET NUMBER: / NAMPA, ID 83651 OVER PARKED STALLS=387 -254= 133 STALLS (52.4% OVER PARKED) Lij \ v OFF: 208.442.0115 I-_ ■ \ I AN ADDITIONAL 88+/_ON STREET PARKING STALLS WILL BE - AVAILABLE AND ARE NOT INCLUDED IN THE ABOVE PARKING W • \ I CALCULATIONS. Lu 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 S,\ST 2 / R RB BEET ) 3 �� ��G\STFR�p OFF PP.2 1 0 8 1 3 Lp Pps TF OF S K ER��� • . . . . . • 5.00'ACHD 28.00'ROW .. 00 00 co � 5.00' 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 Z O W W 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