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HomeMy WebLinkAboutPreliminary Plat Q 1 � Fraiming - s r§ O sr.r-inr. 11 �� - _ v Lakehouse Homemade Q " s Ji ,���.a f 9 `v . A 1 el"'sr 21 Apparel 91 extra Pro Services Q \ R-15 \ - - - - t�.Il r Aa;2wJ ,,,, .,,,r w C•�-i 57 A s \ 1 n/ \� - _ - - - - - ryy� Rockhampton II Park 4 Lake Hazel Bible Church \ �J- \ \ {e w comnewcca sl Q c a P% F C Nova soccer 0 ..I.tararel 41 a Islamic Communily 1 '^ _ ) = \ - - - - - - - - - e Lake Haul Rd �Z�i Rd E.LAKE HAZEL RD. of eosniaks in Boise Q O w Lam - - - vJ - O - - - - - - - - - - - - 1 \ � 1 � 0 �"�''no, 9 Lake Hazel Risen Christ \ o E. LAKE HAZEL R D. lesus Christ of Latter. , Elementary School The Church of W C Catholic Churc J Boise Ranch Golf Course 0 d' o r n r EX.WATER > \ T9� 1e'­_ `\ \ ❑HP ❑HP ❑HP ❑HP ❑HP 0HP OHP 0HP ❑HP ❑HP ❑HP ❑HP ❑HP ❑HP ❑HP ❑HP ❑HP ❑HP ❑HP ❑HP ❑ ❑ ❑'°bs- GHP Q w N 89 4334E 2651.67 "�E,- E P ��--� �F W TE-1=-Z TES TES T2� rf-f�TEI TES Et-TES TES TES TEEV TEL TEL TEL: TEE TEE EL TEL TEL: TE-E TEE TEE TEE TEE TEE TES-TES-T- EP TEE=EPTE�ji---Z EI--x'�-ter^^ TEi=-iRE�T �TEiF� �TES�E Wit-TE Ti T EE TES � TES��r-TEE `^' ^� �� E T EF G EP EP EP _, EP EP EP --FP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP H2O H2O H2❑ H2O H2❑ H2O H 2❑ H2❑ H2 20 H2❑ H2O 8 , LAKE HAZEL RD.2❑- -H2❑ H2❑ __ �__ _ I �___ ❑- - ���•' FI c^��'�tt Hazeiw __��------------------- - =_ - -__-0_---==_ _- _ - - -N -�33�2.9. �� .��_---> •HI 11 ---= EX IF I .SEWER \ _ _ - 33 U o0 - - - - - - - - _ M -- -- _ -_-= L.------------ 943.00' 4 "Illegible" �t eq ,eiN rrecay - ___ ----_ m -- _ ; ---==ss=-=-- ems- EP �___--��_ -� 2_ ---------J - EP 85--EP- !3'S EP===-"F,----EP EP _ _ EP -�'.�� �� � �EP P EP EP EP EP_ E -- P _ -'EP CP EPA- -_ -_�_--- EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP P EP EP EP EP uoen nm�n q �✓ � -=W=-- _ EP E CP&F InSt LaughingHorse `' EP / ___ 1p EP EP _ EP C-A� �__�_ii ---'EP EP p - - --- \ Boar d Harse w alera m A Rawn Bake -✓ -- I \ ----- -------TS---����_� ---, \'1\-\-- 711 8 n _ \ 0�09- 07521 ding an ... wQ KCJewelryandGiFls9 servicesCe �\ - FUTURE E_LAKE HAZEL RD.CURB- ar --- - / \ - ©\ vI I , awlida: a iigelmanI I -- 1-9.e,.,l., -- \ ei w _ __ ==351.5'--- � �_ ' / -1'� ,� �11�, \ \ wil­merh1n.si � ro o � T � ':: f- l \ � \rn • I • \ • B md50UrC0 _ _ m Q m PROJECT SITE �� - - - - - - - - - ' - - - - - - - -o- rt \ \\ f _ ---------- - --- EG i ---------------- -- I n Cutlery5hoppeQ ...l, . ,,e,y � } a PROD SI 7 CONCRETE SIDEWALK r \ \\� \ \ - h RUT 30.0, 1 20.0' N \ , / \ \�\ 1v \ , -- � ' r 65.1, 20.0' r65.0' 75.0' I \\ \\ \` �FC ., ....., I 11 \\ \ \ \\ \\ " \ -- ---------- ----� i 17 5-1 ' " 9-1 a t. ,o= 11-1 o. \ \ \ \ \\ \ M 2210 SF M .' M 2210 SF M,� M, 2550 SF M \ a\ \ \ \ a„ P 6 6 2.00' \ \ \\~ \ \ F� 75.0'-TYP.., \ \\�, \ \\ 0 Legend Hr�. o 65.0' 65.0' i \ \ \\ \ \ FC \ \ \ Keyed Notes a e3.r Tenmlle NORTH o o o _ o 0 0 12-1 0 \ \\O \ \\ \\ 2-1?. 4-1 6 1 8-1 10 1. RUT \ Community'Church m rn2734 SF'1-N 1560 SF N 1800 SF N 1560 SF .1-1800 SF N \ 1 BOO SF N \ 1 OI \\ \ Al 6._'-I'll r,,;�:,i1r: n E Columhta Rd E Columbia Rd E colunihia Rd EColumhia Rd E Columbia R o I� 65.0' \ \ as as EXISTING SEWER AND PIPE SIZE 2.00' \ \ \\ \I:�.:`":':. -' 750. \ \ \ 1. REMOVE EXISTING HOUSE. ss.o I 5.00'TYP. 7 \ \ \ \ \ \ aw aw III \ 2. REMOVE EXISTING STRUCTURE. EXISTING WATER AND PIPE SIZE 5,00'TYP. TYP. \ \ \ \\ ` \ N (V N N i N N m \ �. \ \ VicinityMa x r� 2 I ML---2080 SF___J M M__2080 SF_--J "? .M� \2\0 SF M `\ \ `�\ \\\ \° \ \\ I I I \ z.9' - 75.0• i \ \ \ \\ \\ \ 3. ABANDON EXISTING WELL IN ACCORDANCE WITH - EXISTING CABLE 11 1.0'-30.T 65.0' 20.0' 65.0' 7.1'" 14 \ \\\\ \ \\\. \'\ \\ \ THE IDAHO DEPARTMENT OF WATER RESOURCES I\ I sw aw sw aw aw 11 ti5h. s \ g\ \ \ " �\ \ \ STANDARDS AND REQUIREMENTS. - - EXISTING CENTERLINE 1m \ Ml _ _ _ 233 -ROAD 2- - - 8w 5 r \ \ `�\F -,-\\ \ \ - - - - - - EXISTING DITCH as as ss °° as R,SO titi" \ \\\\ \ \\\ \ \\ \ 4. REMOVE EXISTING SEPTIC TANK AND ABANDON Development Information \ EXISTING DRAIN FIELD IN ACCORDANCE WITH THE Ec Ec EXISTING EDGE F RAVEL 1�� 1 9 O / 16-1 \ \ \ \ \\\\\ \\ \\ S G 0 G 1.0'-27.0' 24.0' 24.0'-27.0' 27.0' 24.0' 24.0' 2 . - 4'•"o I "°• 1759 SF \ \ \\ \\ - I \ 15-1 \ \\ \\\, \\ \ \ CENTRAL DISTRICT HEALTH DEPT. STANDARDS AND I a / -- _ -� __-, r--- -------- ---, \ ` 53 S \\ \ \ EP EP EXISTING EDGE OF PAVEMENT m 1 5_ F 6 1 0 0 \ \ REQUIREMENTS. �X I i ` \14-1 \ rs` '�'. \\\ \ \\\ \\ \\ 0 0 o m 2208 SF . 5 o• a \ \\ \ \ \ x EXISTING FENCE 33.00'r o 0 0 o m m m \ \ ,o ti..`... \ \ \\ \ \ \\ 5. REMOVE EXISTING OVERHEAD POWER. I m m m s \ \ \ x , m . I I \ -o. ,....:.:::::�;::",: 17 \\ \ \\, f \ \ PROJECT DETAILS N, 1 m ' \ `` \ ti': `� \ \` ` \ 6. 20-FOOT WIDE SHARED DRIVEWAY. F/o EXISTING FIBER OPTICS r II 110-2 i 9-2 8-2 7-2 6-2 i 15-2 4-2 3-2 2-2 i °" \ \ . \ \ 17-I.. tie m9 \ \�\ \\\ \\\ f\\ \\ __ x I 1361 SF 2430 SF 2160 SF 2160 SF 2430 SF .2430 SF 2160 SF 2160 SF 2429 SF - _-- EXISTI NG ZON I NG RUT El:-2 I ,.. ..., sF 5's \ `\ \\ \\ \\ \a'- 7. 20-FOOT EMERGENCY VEHICLE ACCESS (28' INSIDE EXISTING GASI� `II o I I � c 1 SF o• �\ \ \�\ \\ ' ZONING: R-8 & R-15 (PUDJ " � o _ �o`.:. '.. 0 18-1 \ \ \\, \ 1\ 48' OUTSIDE MIN. RAD.). \ \ \ \ \ \ RR EXISTING GRAVITY IRRIGATION x I I I �. ,51 0 'O. nI 6�c ,759 SF \\ \\ \\\ \ \ \\\ __ ________ ___J L_-_ _ _ ___j I \ 19-1 T•' \\ \ f \ \ 8. 10-FOOT WIDE ASPHALT MULTI-USE PATHWAY WITH \ o \ 1553 SF O \ \ \ \\ \ \ I� 1 - �`1 - _�` \ �,o° \\ 3 \ \ `\ \` \ v \ 14-FOOT WIDE PUBLIC ACCESS EASEMENT. EXISTING JOINT TRENCH TOTAL ACREAGE: 26.34 AC = 1,147,172 SF \' -16.7jpy 27.0' 24,0' - 24.0'-8w-27.0' 27.0'-N 24.0'-8w-24. 27_0' 20-1 \ \ \ \ \\ + \\ 1 = goo ° \ 5•� \\ \ \\� TOTAL NUMBER OF RESIDENTIAL BUILDING LOTS= 157 LOTS - ROAD 10- - o Q' \2208 SF 5' °o. \ \� \ \ \\ ` 9. MAILBOX PARKING -5-MINUTE PARKING. OHP EXISTING OVERHEAD POWER I^ -8` -- s s9 \ \ \\ \ \ TOTAL NUMBER OF COMMON LOTS = 35 LOTS I y� 1 6.9' 27.0' 24.0' 4.03- 27.0' �'27.0' 24.O�F 24.0' P27.0' �, rn o. A ,'S \A\ `� � \ \V A \ I/, oI ` r `\ , titi 55 \ \�o \ \\ ` 10. CENTRAL MAILBOX UNITS. PI PI EXISTING PRESSURE IRRIGATION x I l 1 r--- ----- -- ---� r--- =: _ ' ti °9 �\ ` \\ ° GROSS LOT DENSITY= 5.96 LOTS/AC I { - \ vsti°. 160o sF ,- 14 °' \ \� `\ \\ \�\"\ f \ 11. EMERGENCY KNOCK-OVER BOLLARDS PER I I o o -< o 0 o I o 0 0 o 14 8 I. \ \ \\ \ \ \\ \ EXISTING STORM RESIDENTIAL LOT NET DENSITY= 15.68 LOTS/AC o I o o c o d d o 0 6 1 "o,---- - \ \ \ \ I I I I m m m � cS m m 1 m mI 10_3 s oo '\ ' `s9 24-1 \ \ \ \\ \ f \ MERIDIAN FIRE DEPT. REQUIREMENTS. J I , -�I N 13 12795 SF 3''"" �� o.= ,ti° o- r7s9 sF \\\\\� \�\ `\ \ \ r EXISTING TELEPHONE ROW AREA= 21.04% 241,336 SF II I I I 1 ^11-3 12-3 3-3 4-3 5-3 � 6-3 7-3m 8-3m 9-3 1 \ 23-1 �\ \ \\ ` 9` 12. DIRT TRAIL SYSTEM CONCEPT- FINAL TRAIL \ I � 1444 SF 2430 SF 2160 SF 2160 SF 2430 SF 2430 SF 2160 sF 2160 SF 2430 SF ��� �- `\ 1553 SF 6 �\ \ \\\ \\1, �\+ \\ \ r/Fo EXISTING TELEPHONE&FIBER COMMON LOT AREA- 40.95% 469,819 SF \ I I "I I .I, , i i 'v \ \� \22_1 \ s 2 `� `\ \ \�\\ `\ \` ROUTING TO BE DETERMINED DURING FINAL _ ° II I I d r \ p J •0 5.' o \ \ \ \ BUILDING LOT AREA- 38.01% 436017 SF I ti�,� o , zzo8 SF A O, ti5; \ \ \ \ \\ \ \ \ DESIGN. TOE EXISTING TOE OF SLOPE ° ' I r �+ eo 90 \w: rn9 \ A , A \ \ \\ \ \ + \\ 11 t�= / o. °. °. \ ' S" 17 �\ \ \1_1 \ MIN. LOT SIZE = 1,400 SF n� 5 ,- 91569 Si\\ \ , I I \�� - ---- - -- -- ------ ---� 9 , 0 11_3 ti:. s \ \ \ \\� f \\ ♦♦ \ 13. PAVED PARKING AREA. roe EXISTING TOP OF BANK I I \ 12'/• 1s.z'\1o.e'!'za.o' z4.o z7.o': :27.0' z4.o' za.o' z7.o' o ' o" Soso sF \ 1 \ ' 0 25-1 ' o• \�\ \\\ \\\\ \\\ \\ ♦♦ \ 14. 5-FOOT MICRO-PATH. OVERALL AVERAGE LOT SIZE = 2,777 SF YIN I ��I I1 z.7' 'tip /' 12-3 1 1 ,yti',\,,soo sF,tiS m \\\ \\\ \��\ \ �\ \ ucP EXISTING UNDERGROUND POWER R-8 AVERAGE LOT SIZE = 5,991 SF v r nna o �' °•o. z,so SF \ do . 0 26-1 � \`\\ `�� ♦♦/\ \\ \ \ 15. FEMA ZONE A FLOOD BOUNDARY. I I I ll l ROAD2\Ma /tiO / > y - -\ / o� 759 SF \ \ `\: \ ` ` R-15 AVERAGE LOT SIZE = 2,aa0 SF 1 >J . 1� / \ 9° 13-3 °" \ \ �� \\ \ as as PROPOSED SEWER&PIPE SIZE i­F22 \ 53' - \ 14 \ 'o. 2160 SF .,.�, ";.:. , " N \ \yam♦ \ \ \+ \\ \ \ 16. PRESSURE IRRIGATION PUMP STATION. I I I 11 111 as ! %, >' o \ \14-3 , \ \\ � f -=-Bill - PROPOSED WATER&PIPE SIZE o• \ 2430 SF „j \ 14 5- �♦�� \� \\\ '\ \ \ 17. NO PARKING - FIRE LANE 74.2' . �\ --- ryn1 so 15-3'\\ ,�,o /' n�-`o 9� sue. \ `'28-1 ,=�� �o' \ \ ` '\\ F \f \ OPEN SPACE CALCULATIONS 11 I I I 1 1 I "•1" o o" 2430 SF \` 'oo,n " , 2432 SIF ` \ \\ \ \\ \ \ 12SD 12So PROPOSED STORM DRAIN&PIPE SIZE I I I1 1 cmil l l "11 &S no / ° \\\ / o /' ` ° 1 �ti5 \ `� `\ \ ` \\ III I III 11 0 16-3 \ \ h'/ \ 15 �\ `�\\ \� �\\\ \ I SR PROPOSED PRESSURE IRRIGATION 1 2160 SF \ \,' .:d� �n0 / V A 1O , o. \ It I,I III I 1-5 \\ 21so SF ti/k6 / 7-4 ,�. \ \ `\\ \\ \ \ \ \ \ 12GI 12GI PROPOSED GRAVITY IRRIGATION COMMON LOTS& BUFFERS rl I I I� 111 0 11^ \ zo39 SF `19'�s \ \18-3 / o."L6i / \ o" 3s8o SF \\ o• 30-1 \ \ \ \\\\\ \\\\ III I 1 I` I I �' I I 2. \ /' ti� o,' n°c- ' so \ \ e9 \ 75s SF \ \ \ \\ \ \\\ \ QUALIFIED QUALIFIED I. ry 1 \ :.'... 0 3060 sF ti .O I \ \ \ \ \ PROPOSED EDGE OF PAVEMENT I I IIII.. >°o �� ; ::...''.O ,�g0 �o / ho 'pPO k\ 1 1 31-1 \ \ `�\`\ ` \ OPEN OPEN , I ' 2-5 / \5 \ \ o. ti 4- o 90 6-4 I 1760 SF 6 \ \ \ \\ 1 I I I o1 1 s10 sF \ \ \ - " o, 21so sF 1 ° \\ \ \ \ \\ \ \�\ TEN MILE DRAIN Ec EG PROPOSED EDGE OF GRAVEL III M 1 1 �\ �� \ o\ \ M \ ;' \\ \ \ \ ACTUAL SPACE SPACE , III 1 I\I I 1 \1 I,: > o \ , L" no -o 5-4 - / 55.: o. \ \ \ \�\\\ \\ CENTERLINE \ a, ,305E M ° \ \ ... ti �O 2160 SF :• . 32-1 / . :: ::;. \\\ \ \\\ \ ----------------- PROPOSED SAWCUT AREA (SF) CREDIT AREA (SF) \ '.M / III I ' \ 5 5 a' A �� °o '�00. 4-4 $�. . I 5453 SF e 17 \ \ \ $ \ \ \\\ \_ /I I .\ 1 1 \..\� \ 0/ .o" '� 21so SF /... ti.. ti5 .,.`-`- 5`' \ \ \ \ \ \ \ o >o zsos s" oy \ �a� ti s9 \ \ \ \ \ \ \ \ \ \ PROPOSED DITCH CENTERLINE HALF OF 35-FOOT E. LAKE HAZEL RD. BUFFER (11-3G-3.B.4) 6,386 100% 6,386 \ /II IN 1 I 1 1 1\ \ ,N:'..,.:t / 13 O / 9 3-4 \ \ \ w 4 ' 1 1 , , . 1 \ �• S ,' 4 , k� 13 .19 . >.`.:..'. "5 0• \ \ \ \ \ \ 20-FOOT LINEAR MEWS (11-3G-3.B.1.E) 51 255 100% 56 273 \ - / I Q 4-5 1 1 ;:',w' / \ \�' e , o, z16a sF , ti Lti' 69 \ ` ` ` \\ , o , ■■■■■ 2844 SF 17 / >�o 2-4 d 33-1; o. \ ,��, \ \ \\ G ,ii \\ \ TOB PROPOSED TOP OF BANK �pA 1\\- // 11 I 11 1 � 1111\''�..: :' �.O' 7-5 ��s `\ 2160 SF / `�d: :'".:2861 SF ,LS' °,O 38-1 \ \\�\ \\ \\" "p' \\ 1 r ' 00 ' yV-HOURS NE p ' ' / / "=.. .2 tiI.. .o ,759 sF \ \ oo \ \ \ OPEN SPACE (50 X 100 MIN.) (11-3G-3.B.1.A) 165,818 100/ 165,818 \ / / 1 1 1 ,O. i Y,O 1969 SF . . \ no . ti o 37-1 \ ` ` \ `\ TOE PROPOSED TOE OF SLOPE / \\ �- \ / ,' I �\ 1-4 `$ a ° ` \ \ RUT \ OPEN SPACE RIDGE FACE - NON QUALIFIED 154 694 0/ \\ / I I - Y �. :_ >o 1 m. 1 `\ 3sao SF / I w / :.: �ti. s 'o" ss2 sF 'Oo \ \ \ \ \ \ `` , ' '1 I \ ` ° ��.' \ \\ \\ ryD, :: ' I- a 0:-''..':.• .A•oo. 36-1 �,o \\, p5- \ \, \\\\ \� \ i ----------------- PUID EASEMENT OPEN SPACE - OTHER NON QUALIFIED 59,922 0% - 1 �/�/��I��I� BEFORE DKONG \\ ` / / ( '^ 1\��\ \\ \ \ 'y 6-5 spy, \\\ , O- ..-. 517 SF /i N... ;,. a ,553 _. �0 20 00 \ \ \a \\ \ I \ -VW-N•TG-NVJ 5 \ r \\ / l �� \ \z774 SF ;,:� / \ rye' _ /..� \ ` ` _________________ SHARED DRIVEWAYS 31,744 0% - 1.\\ / ��\\ \ J. \ \ /. \ \I p / / \\ \ \ \\a i.\`\ \ �/ \ ` ` e� o' 34-1 2267 SF S \\ \\ ` \ \ f 6= PROPOSED GRADE BREAK �\ //' ��\\ \ \ \�.Zi rn 14 14 \ \\9 675 sF ti titi e5 m ` \� \ \ \\ \�6'0 \ \ / /\ \\;�\ \ `\\ �_ \\ 0 n \ a29, 39-1' \ °" \ \\ \ \ \, -- - - PROPERTY LINE \.� s , , 1994 SF - \ C` \ :/ -� \ \ \\ \ \ \ 1� \ /o ,"• / , o \ \\\ \X\ \\\ �, \ \ TOTAL OPEN SPACE 469 819 SF 228 477 SF Z ro L, \ \\\ \\ \ \\ \\ \���\� ��r \ RQ73 \ g� Ra 8S \ 7 0" 40-1 \ \ \ >> 3' aw-� �ti9 ` ` \` EXISTING FIRE HYDRANT \ \x /\ \ \ \ \`\\ �� �- \\���� ��� / 0 68 ,9 ,759 SF \\\ `\\ \\\ �.5� \ \ \ _I \ \ , \ r� \� \\ `��i ,#r,- \ - ' ° /o. <'n$ 14 o- 41-1 \ \ �\\ \ \\\ QUALIFIED OPEN SPACE PROVIDED: 228,477 SF Q k \� \ \ `\ \` \\ \\�������jl as e� g `\\ `\\ \ � L', PROPOSED FIRE HYDRANT i \;\\\\ / -\\\\\\\\\ \\;\\ \ 12 1 - 3' \ \2761 sF 55 0♦ \\ \\\ \ \ \\ FEMA ZONE A J m \ \� ,�` '� \ oo .1 ` ` \ \ \ ` ` PROPOSED WATER VALVE o \\ 1 1\ \_// - \ \. `\ \ `\ � \ \ - �� - \� \ N\ l /, 1 \ \ \\ \ \ \ FLOOD BOUNDARY �- \\ 1 I /,,-��� , - `\ `\ \\ \ \ \ �� ■ -- \ -." /\\ 'Pp -,;y ,' - .. 'D- \ '\\ \` \ \' \ TOTAL OPEN SPACE PROVIDED: 469 819 SF 0 o \ \\\\\\� /// �\ \\ \\\ \\\ \ \, �� �/ \\ s�o `�� k" ti \ `\\ \� `\\ \ O PROPOSED WATER METER 2 - \\ \ / / \ \ \ \ \\\ �\ Ill \\2> �/ 43 1 s \ `\ \ \ o U �` l _ / s, \ 8 yn: `,s34 sF ti5 \\ \ 40.95/ - \ \\\\\ �l /,\ \ \ \ \ \ \ \ \ \ Z r-_ \\\\\\\I� If 1 I / \ \\ \\\\\ \\ \\ \\ \'2\\ ��\- \--,> ( ,\ \- \\ \\\ 10 \\\ '--- \\ S\ .'1;. 9 \ \ o\\ \ \ \\ \ \44 N < Q I \ I I m \ ` ` \ \ \ 44-1 \\ s \ '' PROPOSED BLOWOFF ° LL \ > ¢ © _\\ \\I I c,11 '• ..+• \\ \\ \\ \\ 3o. -\\\ �� -� \\ �\\\\\ v :?..-._.'. --- 10-5 \ \;5`I- S� \ \ g'I \� \ , 43 \\ I \ \ \ \ \ \ \\� �\ \ \ \ \ ,y. ..,.'..• o/ ---3739 SF O' \ J. O s• 1952 SF I \,\ \ \ LLI w I \ 11 I I�I \\ \\ \ \ \ \ \ \ � \ \\\\\\\ I-5•.' -\-- - - ° - �" �A 45-1 \ \ ` ,� _ \ I I \ \ .� \\ \\ s�\\ \ \\ \ \ \ \ RUT \ \\1111I I I IIII\ \ \ \\ \\ \ \\ \ \\\\\\ 2877 sF ' �,e - '_ 737 sF \\\ \ \ \ - >' EMERGENCY VEHICLE TURN MOVEMENT C9 Lu I \11111 III, I \ \ \ \ \ � - \8-oSi- N\,\-�\ \ \ \ \ \ \ S Op. `\ -27 /' �\ \ 42 \\/l - I II I' m III \ \ \ \ \ \ 206,91 SFN ��� \ \\ \ \ �\ \ \ \ 0 0 0>, o s 46-1 U6- \\ \ / 0 h I I °I lip 14 \ \ \ 14 \ \ \ \ 0 106 �_ \ \ 111 IIII \ \ \ \ \ \ \\ � �: ` \, \ \ T �o �" ° s 2466 SF \\ ; \ \ 1 V 20'WIDE,28'INSIDE RAD.,48'OUTSIDE RAD. z IIII I I I I I II \ \ \ \ \ \ \ --- \ \ \ \\\\\\ ti �'1. p a34 SF o: \ s s / �55 4 \�\1 9� \\\ \ \ Q .�. II IIIII Vllllljlf\ \\ \\ �\ \\ \\ \\ \\_ �� .�� \�\ \ \�\\ \\\\\\ \ 00 s. \ / ° \ \ \ \ I \IIIIIII IIIIII \\ \\ \\ \\ \\ \\ \\ --� 2j4�\ -'. ` \ \ \ \ \ \ \ \ \ '0 12-5 >> \ '� \ LO/\ \ \\ ` \ \ ''\ \ 1 I m II Illr \ \ \ `---- �� ���\� \\\\�\ \\\�\\,\ \\\\\\ ry� 7,9 s ry� h \\O �' ��� /�p \ �\ \ ` \ i \ I \ I \ \ \ p_ �\ 1 cl \ 11111j111 1, IIIltj11\\\ \\ \\\\\2\\\\\\ ----- --- \\ ` �\ \\ \\\\ \ \\ \ \\\\\\ 13-5 > " 14 \ `Pd' \02 0° Z O \\\ \\�\ i \ \ , Notes I 1 I I III I\ \ \ \ \ I III II \ \ - \,IIIIII II II fill \ \\ \ \ \ SQ \ \ \\�\ \\ \ \ \\ \ \ \\ \ \ .2..'' ri 1603 SF L� p� \\ �� O�' \$' \\\ \ - 2 \ F I111 Ilf J1111111 \\ \\ \\ \\ \\-- __ �- \\ \\ \\ `� ` - \\ \ \\ \ \ \ `\ _ e> / 2809 SF \ ti4� \ \\ \`\ \ \ U ----- 145 2' & \ a\ \ \ \ \\ w -- ` 11j11 k 1 �Illllll!] \\\\\\\ \\ \-----__-- `\ \��� "r `\\ \\\\ 735 SF ' /ti° s Is\ o \\ ` \ \ \ \a \ \ 1. CURRENT ZONING: RUT; PROPOSED ZONING: R-8 & R-15 PUD. Z a \ 1 III I A\ \ \ \ �` \��_ _\ _\\\ \ -�\\ \\ \\\\\\ - \ \ \ \ \r / �" 17-5 1 O �1. s \ \ \ \ \ O II II 'IIII' \ \ ----- --- �� _ _�\ \ �\ \\\\ \ \\ \\ \\\\\\ \\ \ \\\\\ 64 16 ' 855 SF _ \ 0� 1 °\ \\ \\` \\ ♦ \\ e I l \ \ \ \ \ 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 1 Ill -IIII IIII �6 \\ \\-- ___ \\ , \ \ \ \ \ \\\\ \ \ \ \ �' ' \ \ \\ ?' ti h s \ \ \\ \ 40 39 O III IIII r,llllllll O�\ \\------- --- \���\��``\��" \ \ \\\\\ \ \ \ \ , \ \ \ \\\\ \ \\\ ' ' 16-5 / o. 129-8, \ \350 Si \\ \^s\ \\ \ \\\�\ �\ \\ 41 \. \\ ti \ \ \ \ \ ATTACHED SINGLE FAMILY HOUSING. 0.0' 25.0' 7.8' I50.0_-- 50.0'�-- 50.0' 7.5' � -�\-�� \� �`�- \\\\\\- \\\\ \\\\ \\\\ \\ \ \\ \\ \\\\ / �. v� /''S° \ \ \ \• \ \ __-----_- - ,Z\\ - �\ \ \\ \ \\ \\ ��\\\� sv. 15-5 1749 SF .o O �� `\\ - s 2-8 2 \ \ \` \ \ \\ \ \ + \ \ SYSTEM. \ANAL F I11 II �\\� \ \\ \ \ \\\ \\ \ \ \ \ \ \ \ � O n o O. \ \ \ \ \ \ \ I .II - 111�1"H-I------- O. �� rup\ -\\r,\ \�\ \\\-\\\ \ \`+,. \ \\ 12 \ \\\\ \ \ \ \ 1 � /' O ? ��/ 3 8 2025 SF ,\g0.. o \\ \ \ \ \ ,�\ 3 SANITARY SEWER SERVICE TO BE PROVIDED BY EXTENSION OF CITY OF MERIDIAN SEWERc 1.1 11 _ ,'I I,1 1 ,- \� \ 6j>�rop \�\ \\ \\�\\ \ \ \\\ \ \ \ \ \ \ \ \ \ \ \ S 971 SF n > 2514 SF °\ \ J (J 1j 1 m 1 \\���, \\\\ \�\ \\\ \\\\\ \\\\ \\ \ \\\\\\\ \ �j.' ti o ' n� o \ `\\ \\ \ \ o\ \ 4. DOMESTIC WATER SERVICE TO BE EXTENDED FROM CITY OF MERIDIAN WATER SYSTEM. ��S \STE II I I11 IIII - ®� ��� z>>\\ \\\�\\ \\\.��``\ \\\\�; \\ �\\\ o\\\\\\\\\\\\\\\ itino 6� > \\ \ so ti: ;'.� 17 \\\\ \\\\\ \ O f \\ ♦♦♦ 5. THE DEVELOPMENT OF THIS PROJECT SHALL BE IN ACCORDANCE WITH THE APPLICABLE CITY OF MERIDIAN ZONING AND BUILDING ORDINANCES, Q� �� FF IIIIII I '1'III ---_ \\ <, \ \ \ \\ \ \\\\ \� \\ \ \ \ \ \ / o \ 5 \ \ \ \ \1 II I,I, _ - \ \ \ \\\ \ \ \ \ \\\\ \ \ �M \ \ \ \ \ \ co-" h 1580 sF ` \` ` AND AS MODIFIED BY THE PLANNED UNIT DEVELOPMENT APPLICATION (PUD). IIII �11; I Illlln - \ \\ \ �\� \ \�\� \\ \ \\\`- \ \ \ \ \ \ \ \0 / / \ O 9 \ \\ \\14 \ \ �` / 0 r / O• \ \ \ i IIII \ _ --- \S l \ \ �\ \ \ L \ \ \ \ \ \ \ \ \\ \\ tie" Op4\ o�, 1-6, \ it s \\\ \ \ \\ \ \ -Y � \ \ 37 \ qF� �,1 ,,,I _ \\\\ \`� \`\\\\\\ \\\\\ \` \`\\ ��S ti 2,59 SF\ It � ti °" \ � `\ \ \ `f \\ \ 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� 1621 6 34-5 0 35-5-\ N •36-5 h \\ \ \ \ \�:\ - �\\ \ \ \ \ \ \ \ \ \ \ / �>. ? \ ' \8. 7-8 \ \ O \ \ \ �- III N 6981 SF N 6006 Si _ I �l \ \ \ \ �.� 'A\\ \ \ \ \ \ \ \\ \ \\ \` 0$ \ O 2-6 J` O \ 20. �• s9 ,759 SF \\ \ \ \\ \� I� \\ \ 1 1r 6067 SF 'N 8577 SF J \\ \ \\\ \ , \ \�-_ �.\\ \ \ \ \ \ \\ \\ \ \ \ 5 g� y� 1 \ �T ill I I \_�- I \ \ \ \\, \ \ \ \\ \ ``�\ \ \ � \ \ \ \ \ � 1524 SF ,p p \ \ \ \ \� \ �, DATE 2/19/03. J'� 11-23-20 `N I 1�I II IIIII / �\ l T \ \SO A\\\ \ \ \-�- \ \ \ \ \ \ \\ \\ \ 11 i �/ o-• / °o \ O. 6-8 \ \ \\ ♦ , \ \ \ \ (Sw 9 P� 1I I I I hl I I I I I I \ I / ! O \ \•o \\ \ \ \\ \ \ \ \ \ \\\ 1 1 I I / 3-6 n° o" \ A 553 SF ♦ \ \ \ \ \ TF N� I \ o / \ \ \� o\\ \ \__--1`,c\\\\\\\ �,\ \ I 1 I I I j I / ego / sz4 SF s' ' A I^ -rt_•__ �,o° ` `\�\ \ \\ \ \ \O� 7. PUBLIC UTILITY, IRRIGATION, AND DRAINAGE EASEMENTS ARE AS FOLLOWS: PO OF I n I 'II 1'I I I I __ / \ \ .\\ \ \ S III 11 I I \\ °- / \ \ � �\\ \ - \ \ \ \ \ \ ��- It I I / s /. s / ., ♦� \\ \ \, \ \ \ (G s CJ I 1F 1 'Il1 I \_ ` \\\\�\ --- \ \ \\\\\\\\ , IIIII I i 1 1 , ' 4_6 s. ,'s �,�^ r �0 2598 \>0 5 .�o `\\ \` " ` \ ��� \ 7.1. ALL COMMON LOTS, INCLUDING SHARED DRIVEWAY COMMON LOTS ARE HEREBY DESIGNATED AS HAVING A BLANKET EASEMENT FOR PUBLIC S K ER��� 11j 1 I I I I I v v v v v v v )'I'll I 1 1 I/ ro �' n v o v "` v YI I I 1 \ \ \ \ \ �\_--- \ \ \ \ I I I M 6' s24 SF ti / 9 8 -, \ \\ \ \ '( \ r o s \ s \ I \ \ \ \ \ 0 \�\ \ \ \ \ \\\� f II 1 I \O %, \ \ \ \+ \ \� IIII 1 IIIIII, / 37 5 \ \ o\ \ \ 1 I I I I I s / . \ ll I I �\ /6000 SF \ \\ \ \�___,\\\\\\\ \\\, I I I I('I I I I I I I I 1 5-6 s- / o ' n°, 14 `\ `�` "°" \ tiff :' '' \ '�� \\\ ` \ \ `\\ \ UTILITIES, IRRIGATION AND DRAINAGE. 14 11 y17i71�----T------- - --- \`- // 7 \ ry� \ �Og \\ - \\\\\\\ \ IIII 1I j I\1' 1j I Im �_? 841 SF ° pk rn \ 69 \ \ \ \, \ \ \ • . I 1 I 17.3 / / \ i k'\38 -� \\\\\\\`11l 1 I I I i I I I I I I I I i I 1 1 s• /'no ".. Ln°> s. �is9 s6F\ ` \ ',6 158sa8sF 5 14 -"o \ \\\\ `�\ \\\ \\ \\ 7.2. ALL BUILDING LOT FRONTAGES TO 33-FOOT STREETS ARE HEREBY DESIGNATED AS HAVING A 10-FOOT PERMANENT EASEMENT FOR PUBLIC • • • • III I 158.l�..-:...:..I.,,::.. 50,01.., .,,'..;.. • \\ , , \ 38 5 4 \ \ \ I l l I11 I I 1 ti , s titi. s9 \ \ \ \` \ \f \ UTILITIES IRRIGATION AND DRAINAGE MEASURED FROM THE PROPERTY LINE. I ...: I'1111l .:" :. ::.f:;:;;::•:`'. ,-�.- '/ , 6000 SF 11 , �\ \ \\ IIIIII I I 11 I I"'1 I I .D _ \ I o I o o \ \ \ \ \ \ r r e r •• •• 11111 ..`..M!II'I:jr32-5':.';1'.'.;'.•. Mg 2,° \X `\\ j ^° / _,/ Vi��❑ \`�`\ IIII II II IIl1I 11 111 IIIIII I I II111\I` o 00 ° ' o� 1524 SF -• • �1 °q 759 sF \ \\\ \ \ \ \ 7.3. ALL BUILDING LOT FRONTAGES TO 24-FOOT STREETS ARE HEREBY DESIGNATED AS HAVING A 3-FOOT PERMANENT EASEMENT FOR PUBLIC . . . 1 I 7394 SF /h5 41§ I �\ \ ----j - /-�\ \ 1 r0 � 1 I I I I I1 I I I 1 I l I I 1 \ O n , \ o. \ �\ \\ \ \ ` \ •• •• .• \ 39-5_-_ / \'�, \ \\ I I , 1 l 1 1 I I l I I\ \ a:\ ,a ,524 sF `� ' '' ' ' \ 55z 5F 6 \` \\ \ \\ \\ \ \ UTILITIES, IRRIGATION, AND DRAINAGE, MEASURED FROM THE PROPERTY LINE. • •• •• - 11 / ,, G' so0 sots SF 40-5'�\ `\\I I I I l I l l 1 I I I l I\ \ \\' s• �S'oo• %�i i� -\ ♦ \ ' \`\ \ \ \ \ \ \ \ -+Inl - 1os.T- _ 6 s \�\ __O' 14 _salt sF- \ \ `\I I I l I 1111 11 l I I \\ \ \ 8-6 A ,' o\ 5 ♦ `11-8 \ s 20 \\ \ \ \ \ \ \ \ \\ \ 7.4. ALL BUILDING LOT FRONTAGES TO ALLEYS ARE HEREBY DESIGNATED AS HAVING A 10-FOOT PERMANENT EASEMENT FOR PUBLIC UTILITIES, I I11i� r , a // ss , \ \ 111 1 I l I 1 1 I I I 1\ \\ \\ \ \ ,524 sF tin' \, a o , 'O 5" o. \\ \ \ \ \ \ \ -.1 . 1 Ill, c'I1111 1 / 1 4 , _ \ \ \ ilIykI\\l 11 l l 11 I I \\\ \\ \\ \ o , ,% �n ' \ s9 �, ,4 , \ � \\ \\ \ \ \ \ \\ \ IRRIGATION, AND DRAINAGE, MEASURED FROM THE PROPERTY LINE. • o I111 `160-51 14 1 -� \%i-ii' \ll\ S° 4 \ , ,, \ \ 1\h1 1 I I 1 I I\ \\\ \ 1 \ \ 7-6 r , N. '�>/,,, , \ co. \ ' S: .'':_.''.'.: 17 \\ \ \ \ \ \ \ u I III 5095 5 -�- _ s- \„-- > - - Sa Ro °' ' \ ''\ \ \\lo``�\�1\I\11 I I I 1\ \ \\ \ \ \\ \ r 1969 SIF •oo' ' o ' \\ \ ' ti 5� \ \\ \` ` \ ` \\ `\ 7.5. ALL BUILDING LOT FRONTAGES TO SHARED DRIVEWAYS ARE HEREBY DESIGNATED AS HAVING A 5-FOOT PERMANENT EASEMENT FOR PUBLIC II (- \�- 90 \ /, / \ i \\\\\\ O\\ \\\ \\\ \\\\\\ \ 9 Y,r /, Ln / \ \ \ , L so \ \\ \ \ \ \ \\\\� 'I_- 'll 8 / e /\ \\ \ \\!�`\ \\` \\\ \\\\\ \ 00 y00 :<'':; tin° ,9 24-5 12-8 ; Q. \ \\ \ \ \\\ \\ \ \ UTILITIES IRRIGATION AND DRAINAGE MEASURED FROM THE PROPERTY LINE. 11 IIII 1 ,'�- \\ / ;/ \ \ \ ��\\ \ \\\ \\\` \\\ \\\ Z 6-6 / O S 'S S 1580 SF ,L5 0 \\ \\ \\\ r e r o j ' IIl1 cal j 1 _ �\ 2� �\ I \ \ \ \ \ \ \\ \ \\ \\\ \ 1 ;.• 6 " n , 2159 SF s 8 s. 1' `L \1-\ \ ioo.o• I I -� -I- Ss � ' I \ \ \o \\\\\�\\\\\`\` \\`\\\ \ \\ a 7697 SF ti , \ '" \ 'szsss sF 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 \\\\ 9 ' \ \ \� \\\\\\\\\\\\ \\\\\�:\\ cP d. ''f',p OQ'S/ , / S. ,5: c,:;�.:..,..'.:• '•'r/ 15-8 \ \ , Y\ \ \ \\ \ \ Ill - ,I \`r� 'j w I So �a I 41-5 \ \ \ F\\�\\\\\V \ \� \\��'\ oo �� '�� e ono , \ 224 S s� _ \\ o:..: .` y,� r77s sF \ `\\ \�\ \\\ PERMANENT EASEMENT FOR PUBLIC UTILITIES, IRRIGATION, AND DRAINAGE, MEASURED FROM THE PROPERTY LINE. a 11 I II yam/ 33.00' 1 2071Q \\\\\\wS Sg W / 6014 SF \ \ \ �\\\o\\\\\\\\\\\\\\\\\\5\\\\\ \ S0k /n0/ ', \ S. / yn� o., \\ 569 SF ` 00. \\\ \\\ \\ c�� \ \ f r 22-5 - \ �\ \ \\ 35 \ \j. 7.7. ALL INTERIOR SIDE LOT LINES ARE HEREBY DESIGNATED AS HAVING A 3-FOOT PERMANENT EASEMENT FOR PUBLIC UTILITIES IRRIGATION AND 1111 1 io ' 59-5 0 w 1 11 .:\ �- \ \ �\ \\ A\ \\\ \\\ \\\\\\ \ \\ �t1 ' ° 0', ,524 SF 6� \ Q \ A i \ \�\ \ p \\ \ 0 0 Ill 0 1 11 ' 5001 SIF 0 ^ I \ 2q B• "� - RHO \\\\ -\\ 1ti00 \\ \ \\\\ \\`\\\\\\ \\\\\� \ \ ' 21-5 \ S n�/ s. '13-8 ,9 �o.. \ \ \\ \\ e H o c+� °z_ \ \ 36 \ DRAINAGE WITH EXCEPTION OF INTERIOR SIDE LOT LINES FOR ATTACHED HOUSING PRODUCT WHICH DO NOT HAVE SIDE LOT LINE EASEMENTS. II I I I 1 2 \ , \ ° O \�\ \ \ \\ \ \\\\\ \` \,\\\ \\\\ \\\\\\\ \ ' 1(`% / 1524 SF \ �' .yn0 \ °o..'� \ 8� 2221 SF .`D o. \\ \ \\ \ \\� v. \\ Q N Q o 4_1 I 1 r 1 I I - I \ \�\__,- \ \ \ \\\\ \r\\\\\\\ \\\\\\\ \ \ .o '_ \ •' \ \ \ \\ \ \\ \ \\ 7.8. A 10-FOOT PERMANENT EASEMENT FOR PUBLIC UTILITIES IRRIGATION AND DRAINAGE IS HEREBY DESIGNATED ADJACENT TO THE SUBDIVISION o o r ` \ \ \ \ 32' / O 20-5 n° 14 \ \ oo ,' \ \ r r s oo.o' I� _ 1 i `\ �� \ " ��" ��V \\ s4002s 5 \ I `\\ \`\\�\r \\�� \\� \\\\ ----'' s1 ' �° 5z4 sF o s. o/ tin° ss 25\5 \ \ \ �yQ o�'. ti5" 69 \ \ \ \\ \ \\ \\ BOUNDARY. 1 / , 3 10 / \ \\ / \\ \ \ \\ \ \ \ \\ \ o n. s" 16-8 14 ° \ \ \\ \ \\ \ \ o J o I ( I I '1�% , \\ 5518 SF \ \ , \- I/ \\\s�\\\\\\\\\\`\\`\\\�,�\\\\\\\ r g9-5 m� /ti no s z,59 sF\ o ' doh ,578 sF, 6 \\\ \\ y \ 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 oz 58-5 I o I ` / ass, \ M� a' o \ / \ti\" \ \ \`\\\ \ ��\\\\\\\\\\\�,\- . \ ��' \ s• 26-5 > o \ s• °• 17-8 \\ \\ \ \ \ \ NEW YORK IRRIGATION DISTRICT, AND ALL LOTS SHALL BE SUBJECT TO THE ASSESSMENTS OF SAID DISTRICT. g- !o I o / \ "�w G \' \ \ __ / \\\ \ \\ \\ \ \ \ \ \ \ S. O. \ �-' 9 ,759 SF �\ \ rn° Lrn �5001\F I N m Irn_\ \ ^ ' ` °1\\��.,,,... �'. /- -7 \ \ o.\e\\\�� \\\\�\\\\\`\\`\\\\\�� \ °v' / - `Ln. 6, F ,524 SF .Q / 6 frP�� ':\ Oo ,50 %s9 1 \ \ \ \ zoo , \ I L -4-10, v \\ s2 \ \ \� \\\\\r\\�\\\\\\\\ \r \ s ti90 s. 27-5 'yn� ' 00 8� \ 18-8 6 `\ \\ ` \ \ \\ 9. BUILDING SETBACKS AND DIMENSIONAL STANDARDS WITHIN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH THE APPLICABLE ZONING 7-, � EG -t- EG \ / 5827 SF E- \ �• / \ � 43'5 \\\\\\\\\ \\\\\\\\\\\\\ \� \ / .. p ,524 SF \ 1552 SF , \, \ \ \ a,o /\ 1 EG �E s _EG E'GI \ \ \\ \\�,! \ \ \ \\\\ \ 9 s ' \ , \\ \ \ \ REGULATIONS OF THE CITY OF MERIDIAN AND AS MODIFIED BY THE PLANNED UNIT DEVELOPMENT (PUD) -SEE PUD SITE PLAN FOR ADDITIONAL °w \\ ° °"�\ \ \ INFORMATION. ro O \ b \ / �i \ 6049 SF \'\ \ \ \\ \\ \\ \\ \\\\ \ /'1, `P ' ' o z O oQ \ \ 19 8 O °55 c,: -+ \ \ n 5' \ o / [� EG EG / \ G �=EG \ \ \, \ >O �\\gym\\?\ \���\\� \\�\\\�\\� \ ' �� ,524 SF //�'L 0 �,y. 2135 SF A ,/ '.'L. \\ �� \ \ \ cI.00 Q 1 \ / \ k \. \ \ \\ \\ \\ \\ �0 p ,r \ sy \ - 17 g \ \ \ \ti \ \\ \��\\ \\\\ \\\ \\ \\ \\ 2 29-5 , tin k5' , \ o. \ ti5:.":; 55- \orp \ \ 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 8c 1-10 ARE COMMON/OPEN SPACE LOTS ? 0 1 57-5 o �' \\ 5-10 \ 1 \ \ I '\\\ \\ \\\\\\\ \\ \\\\\\ \ l 850 SF O \ \ ' . ) 69 \ \ \ \ \ I r r r e e , e e e e e e e r e r r r r ao 1-10 \ S 5 6918 SF cp' \ \ 1\ \\\\\�\\\ \\\\ \\\ \\ \\ �\ ...1 ,n. \ \ ''.-20-8 .o• \ \\ \ \ \ Q �3 sOo1 SF N \ o 1 \ \ \\\\ \\\ \\\\\\\ \\,\ -. �� \ , o O, '% \ , \\ \ TO BE OWNED AND MAINTAINED BY THE SUBDIVISION HOMEOWNER'S ASSOCIATION OR ITS ASSIGNS. CO w g x / 5900 SF \ 'O• \ '\ I \ \ \ I \ \\ \�\�\\��\ \ \ \ \ n O / v o ,, \ \ \ \ , Z COO = d� o \ a \ ° \44-5 \ ' \ \\\�\�\ \\��\, -_:�� 14\\�\\ \ ' rL P 1-7\ �., ,5,�.-1s.. SF`L,y. m9 \ ` \ I \ I I / , \ \ \\\\\\ \\\\\ \\\\ \ "\ t�j,,_1 O,n'I 2243 SF\ s� . °• 23_8 1, `\ \ \ \\ 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 C) .� \ m -- , / '7326 SF \-, \� -,,\\ , - - � � \ \\\\,\ ,/ 1g. � / ti= , \ 6,, r� \ ::; / \ \ e e e e r e r r r e e O -, U - \ ` 7g ��-------y--- \ \I'� I I l\l ,,_,-�\\\"I\� �\ \\�\\\\ \ / 0 \ 2 •" 6.9 1759 SF \ ` \ \ 34 RUT \ ( ) r m 1 1, ,. , \\\ \.\\� \\ \\\\\ \ / 0 2-7 /s 8� o :.':"`"y 9 0• \ \ \ \ \\ ADJOINING LOTS. MAINTENANCE OF THE SHARED DRIVEWAYS SHALL BE AS SET FORTH IN THE CC&R S PROVIDED FOR THIS DEVELOPMENT. rO > z 100.1 o / \ I '� I 1 \ \\\�-\ \\ \\\\ \ \ / 9 , 1524 SF � �. \ l- \ a /. - / / LL l h/ \ \ I N I I III I I I l \ \ \\\ \ \ \, \\\\\ \ L, J' , /2° \ \ \ 22-8 '00. \ \\ `\ \ ° \ \\ LU w O 0 \ rr \ 1 1295 I 1 l� I III 11 I 1 I It I I 1 `I\1\\ \\ \\ \\ \ , J�'O s / �... o- \ 1552 SF 1\ \\ .\ w N , \ 1o.s' 74.5 \ I I III I l 1 1 I I \ \ \\ �\ \ \ \ \ \ °,' d Ao. 3-76. .o \ \\\ \\ \ \ \ 12. DIRECT BUILDING LOT ACCESS TO E. LAKE HAZEL RD. IS PROHIBITED. N n a oI 56-5 \\ 0 8w 8w4w Wsw aw o. \ l I I III II I 11 11 I II 1 I 11 \\\\ \\ \ \\\\ \ \\ \\ \\`\ " o. M� \,52a SiF ss 1 g0 / 9\ m ", \21a 8 'S 20. \ m\\ \ \ - a w -I c I 500, sF \ I ° _ zza' ca _ \ I D 1 I I I Ili I 1 ��\ \ \ \ y \ \ \ 1� 4-7 s. ��(P•o , s' \ s s� \\ \ \\ \\ 13. PARKING SHALL BE RESTRICTED AND NO PARKING SIGNAGE SHALL BE INSTALLED ON ALL 24 FOOT STREET SECTIONS AND SHARED DRIVEWAYS. o <° \ ° as as ss o \ I I I III I 12 I \ \ \ `� ti" \ L \\ ,. --- I I I ' krl 1 1 \ rr1 \ \ aa1 sF e� s. , 5. \ \ \ \ 1 \ d w 1 v ROAD 8- I / I - I V 5% I Ill \ \ \ v v s. 14 5 v v v , 1 \ a / / I n 1 1 I \ , O o` rn \ \ , L ti 9 \ \�\ \ .4 w 466 S ' \\ I I I I VI \\ \ \ II \ \ \ \ y n n \ o. \\ / z I I \ w. I , I � I I � \ \ \ \I f �\\ \ \ � ' s ti -ti s. � \ ' 24-8 14 \` '8\ \/ \ -° U m 3566 5E 747 S I , ^ II I ► 1 I 111 \\ , \ \ \\ \ o 6 _ ` ""\ Parcels Included z= RUT 100.0' 42.0' 46.8' 46.8' 46.8' 3.2' / , 1 1 8747 SF 1 I Ilr 1 I O 1 \\I \ \ \ it, \ \ \\ \ \ 5• s. ,, m 2244 SF\ I 617 SF y5 1 \ \ o \ IJ \ y \ \ ° o h ti o. \ N I �^y l 1 o /' 1 , 1 YI 1 11I 1 `% I I r Ili\ \\ \ \ \ \ 9;: 9 s- \ g 1 I \ \ / \ - - - ------- ---------- - ;:' N 1 I I\ I N \I \ \ \I I\ \ \ \� \ \ \ \ ti. ti v' \ s O. / 25-8 \ \ \ \ tJ \ \'...., \ J' - '9/ ,759 SF- , \ I~t �i \\ o o ' I I // I I I l II 11 I II \I\ 11 I I 41 1 1 \\I \ \ N \ , \\\ \ 's s A, 0, ,7a7F -A'00 � 6� s r t \ \ °o_ ° Contacts S1404212550 -16.31 ACRES I I I I I I 1 11 11 \\ \ \y�\\ \ \�O \�, \\ \ \ - 13 s 6-7 q ye' ,�'> s \ B� 553 SF ; 1 se� nPL r \\ PARCEL # 1 3727 E. LAKE HAZEL RD. 0 0 0 / ' I 1 \ 1 I IV \\ \ �_ 26-8 \ w u9 I cool SF n \ 1 / ,24.8' / I 111 I I \ I I III \\ \ \ \ \ \ 6 5 wr I - - - I / I I III I �\ III 1 \ O I\I \ \ \\\ \ ° o /5-7 838 SF , 00. \ -- \ \1 \ n \ ro 1 /�-- 27ss -- I '.I': / 1 1 1 II I I I \1 I 1 I 1 \o d, 6242 SF , \o� /, \ • 27-8 so \ 6,' S. _ \780 SUNRISE RIM LLC 3 1 IN / 1 / -7 1 1 I l I I I A l 1► 1 \ A y V 1 1 1 VA A V A A N. i • 93 s s5" A MERIDIAN ID 83642 \v -- --- 0-1 I i o _ - _ 6 I l (��/ I VA II 1 1 1 AA III 1 1 A 1 A L .� A t s� A� :i,, 3 A ��� \ 49 5 48-5 - / , / I I ' I vAI I Ir 1 v v v vvvI O c9 v AUDREY VORAZIO N° 1oo.O' 1� j- 53-5--- _,52-5 0 0 51 5 50 5 o 4993 SF I 1 ' 1 T o I I A VA II 1 v , w \ o ' e /.• �' o 1i m 5731 SF o 4718 SF 4716 SF o 4755 SF o 4793 SF o o -, / I 1 I I \\ IIII 1 I 1 \ III 1 \ 1 1 \\ \ p \ ti �P' i �.. '''�' '�S- ` OWNER 33.00' m 1 �':.. ..1 r I 46-5 / 11 I �, j I N I I \\1� II 1 1 \ II 11 �\ IIII II \I \ \I \ 1\ \\ \ \ - 62.6' �, $ / v. '\ \ a it \ a77s sF 1 I 1 �` \� \ ti \ �' . t; \ co 4450 W. SADDLE RIDGE DR. S1404212750 -10.03 ACRES SW Corn . 54-5-dF❑ dH d ❑ JHO dH0 .' 'r ^ 1 I ' ��/ 11 II I I I\\\i) I I 11 1 1\ 1 \` \ \\ M8 M8 L°6:';':'; ":'.:28-8\ 1 ti- 1 I � � 1 1 ; I I 1 I \ \\ \ \ c 1 ® \ `�! NAMPA ID 83687 ° N g3 n 1 5717 SF 1 n R l 1 1 / I I 1 I I I I I I 1 I I I I I I II II 1 1 \ \\ \\\ 32 63 R,32 :..:': :. .._ ,...1 :.." 6712 SF \ , /I\ � \ ' PARCEL # 2 3727 E. LAKE HAZEL RD. Gov .5 "'` . --- ------ II II II 11 I I \`\\�:\ ------ -- N N ;.."...'.: ......... - CELL: 208.724.6239 1 --- ------- - --- %//--J __ / I I 1 , I II II II 11- I`\\\\\\\\\��� szs - - - - N.Ill ILI '-I ' V 1 c0 MERIDIAN, ID 83642 IlPI,F+ 64 r L--- -----� �------- ------ - e / �� \ 11 S �9° 3' 9"W 300.b6' I I I :.,_..• �. `21:0 SE Cor --� - 1as.o'- - az.3' GOVt. L SOUTH BECK& BAIRD a _ r�PLS 14 -"�100.0'- =57.7'= =46.8' 46.9• -46.8'- -46.8'. -46.8'= 25.3'= ,2a.2'= _, x , x-�89 3%44W_/1�21�.Of � 441.a'--- 13 16 " \\ \ "PLS � " 4 „ I . � \\ 347'I =_ PLS 4 LAND PLANNER 2002JAY S.GIBBONS AAVE. Attached Housing Parking Summary J z 6 5 1 250.74' , N BOISE, ID 83705 - • 7 RUT OFF: 208.342.2999 GARAGE PARKING 254 STALLS z .. Z It vco - of FEMA ZONE A I i 2 00 O -- 5 g. FLOOD BOUNDARY ERICKSON CIVIL, INC. DRIVEWAY PARKING 136 STALLS i LU y N N m qv�� ,*Os 5 \ \ ROSS ERICKSON P.E. Q a =a v S�yO��P re l m n a P l a Sy6��P \ ENGINEER 6213 N. CLOVERDALE RD. STE 125 OFF STREET PARKING 20 STALLS Z � : �� L Rl 15 BOISE, ID 83705 � a a w a w o � \ \ -• • I �� 0 60 120Feet FJ�J .. \ OFF: 208.846.8955 TOTAL PARKING PROVIDED 410 STALLS - JOB NUMBER: T TOTAL ATTACHED UNITS=127 ATTACHED HOMES W . •. , . , • , COMPASS LAND SURVEYING IDB 5 \ s - RICHARD GRAY P.L.S. DATE: 4-10-20 - � _ _ 5 PROFESSIONAL ' AN ADDITIONAL 88+/-ON STREET PARKING STALLS WILL BE 5 5 623 11TH AVE. SOUTH SHEET NUMBER: LAND SURVEYOR NAMPA, ID 83651 AVAILABLE AND ARE NOT INCLUDED IN THE ABOVE PARKING a I \ OFF: 208.442.0115 CALCULATIONS. w \ w PPOI \, I J 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 U J p Z (S 3. 20.00'PLANTER 8.00' FORESLOPE GRAVEL 17.00'PAVEMENT Q O O � MPX 1 Mq GRASS&SPRINKLERS SHOULDER 0 \/\//\//\//\//\//\//\// //\ \ 1.00' \ o m a \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\ 2.00' 7.00' FLAT LANDING O 0 2% 00'/\/\ \ 4= 0 2/o FLAT vvv// � v�i w// /� / ----------------------- - --------��-M�----- r r- -------------------------------� /\/\/\/\ \, /.\ . LANDING \ CONCRETE SIDEWALKPER ACHD /STANSE MENTAL \DARDDRAWNG SD709 / \\\//\/\\/ / \ \\//`SEE PLAN FIOR LOCAT ONS �� FORESLOPE& �\\ '\\ \ \\ \� o \/\/\/\ SHOULDER 6.0"THICKNESS ASTM C33 FILTER SAND OF%"MINUS CRUSHED AGGREGATE BASE COMPACTED TO 95% MAX c DRY DENSITY PER ASTM D1557 0 0< 0 0 ,2.00' 17/48 E. LAKE HAZEL ROAD WIDENING PP.2 0 0 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%+l-0.25% 2% 2% A// a / \ /X//AA \\y \\%\\jam\\\/\\\/\\\�\\, CONCRETE SIDj � / / / / TACO E SIDEWALK PER ACHD SUPPLEMENTAL /j// // \//\//\//\//\// /\\//\\//\\//\\// / /�\/j�/�\ PER ACHD SUPPLEMENTAL 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 DIGUNE 2 48-HOURS BEFORE MANG PP.2 1-800-342-1585 0 0 Z O 41.00'ROW W/SIDEWALK ON BOTH SIDES (n 31.00'ROW W/NO SIDEWALK > 27.00'TRC TO TRC 00 C/L J 5.00, 13.50' 13.50' 5.00, U 0 WHERE SHOWN WHERE SHOWN 2.00'2.00' Z ZQ Q 1.75%+/_0.25% 1.75%+/-0.25% W � Q 2% 2% caw v� w w vv/v vv/vv/vv/w/,w/ ' z o a a a a a a a a a a o a a a a a a a a a CONCRETE SIDEWALK COC���E SIDEWALK /j// // //\//\//\//\// /\\// / / /\\// /�\/\\/\\/\\/\\/\/\/\/\/\/\/\/\ PER ACHD SUPPLEMENTAL 0 PER ACHD SUPPLEMENTAL % / /�\ //` //`/�\/�\//\//\//.\/ /�\/�\/�\//\//. /\// STANDARD DRAWING SD-709 \� STANDARD DRAWING SD-709 ui > 3" ROLLED CURB(TRC) 3"ROLLED CURB(TRC) F Q PER ACHD SUPPLEMENTAL PER ACHD SUPPLEMENTAL v STANDARD DRAWING SD-702 STANDARD DRAWING SD-702 z w a ly- O w 27 3 7 O U O �Ss\OVAL FNc, / 1 2 /41 MIN R RBAN L CAL STREET 3 �� ��G,STE PP.2 3 11-23-20 ��sST� OF ER\S�� 0 0 w 41.00'ROW W/SIDEWALK ON BOTH SIDES 31.00'ROW W/NO SIDEWALK • • • • • • 27.00'TRC TO TRC ' �� '• '• • • co C/L • :• .. 5.00' 13.50' 13.50' 5.00, ; •00 00 � • WHERE SHOWN WHERE SHOWN 2.00' T 2.00' 1.75%+/ 0.25% u 2% 2% � • CONCRETE SIDEWALK `\ \\ \\/ \ \ \ \ \ \ \ \ \ \ \ \ /\\ \\% CONCRETE SIDEWALK /%//\//j//% i PER ACHD SUPPLEMENTAL w o . PER ACHD SUPPLEMENTAL '�//V/�V//\ .A//V//V/�V//V//V/ //V/�V//V//` //` /i`/�V//V/�V//V//.A/ // / / /, / �V/�V//` � �o \�\ /\ /\ / STANDARD DRAWING SD-709 a -7 N � STANDARD DRAWING SD-709 3"ROLLED CURB(TRC) m o ;N 3"ROLLED CURB(TRC) zo PER ACHD SUPPLEMENTAL PER ACHD SUPPLEMENTAL STANDARD DRAWING SD 702 STANDARD DRAWING SD-702 O Za oz - N Q, K oll Z. ti r 27/31 + 27/41 MINOR URBAN LOCAL STREET 4 W to z 0Q z 0 PP.2 a �s Z W z O = Q g E75 � U) WW J W 2 w 6 w N' W Q d Q -0 � ¢o 0 o z4 - _jz 20.00' zm U� 20.00' J g Q a 10.00' 10.00' �w 10.00' 10.00, m3 N 0 O �H 3 1.0% 1.0%o >Y 6.0"THICKNESS OF 4,000 PSI PORTLAND CEMENT CONCRETE \ /\/\\/\//\//\//\//\�/�\//\/�\/�\/\ \\/\//�\��\// //\�/�\/�\///\/// J 6.0"THICKNESS OF 4,000 PSI PORTLAND CEMENT CONCRETE z - STRUCTURAL SUB-BASE. STRIPPED, NATIVE, UNDISTURBED SUBGRADE OR W J Lu 10.0"THICKNESS OF 3/4"MINUS CRUSHED AGGREGATE BASE I STRUCTURAL FILL COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557 STRUCTURAL SUB-BASE. STRIPPED, NATIVE, UNDISTURBED SUBGRADE OR z U v 00 of COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557 10.0"THICKNESS OF 3/4"MINUS CRUSHED AGGREGATE BASE a m z w STRUCTURAL FILL COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557 COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557 w cn 0 N N m w Q U �X z Z p w w a U a 0- ALLEY 6 SHARED DRIVEWAY 5 JOB NUMBER: PP.2 PP.2 uj J IDBI9056 DATE: 4-10-20 12 IL SHEET NUMBER: ui w PP.2 w