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PZ - Pre-plat A PRELIMINARY PLAT OF VILL GIO SUBDIVIS ON E o 0 L 0 CA TED IN THE N.E. Y4; OF THE S.E. Y4; z SECTION 29, T. 4N. , RAW. ; B.M. ADA CO UNTY, IDAHO J c SCALE 2021 60 0 30 60 120 c N 0 - - - - M 't C 1/4 SECTION 29 FOUND 5/8" REBAR CAP "S&E LS 3627" S89'22'30"E 2650.06' - - - - - - - ( FEET ) o 00 CPF 2015-014106 NEEDS UPDATED - CORNER ESTABLISHED BY E 1/4 CORNER SECTION 29 1 INCH = 60 FT. (.0 o RECORD OF SURVEY 2713, INSTR. # 94000018, JANUARY 3, 1994 FOUND 2" ALUMINUM CAP STAMPED "LS 3627" INSTR. # 2020-020780 I I� � I III l I IIII � III Ili I U/V-PLATTED IIII ��� �oNA�Ftic I III Quo G JAMES M. CONNELLY W CHINDEN BLVD III S89°22'23"E 1299.09' a' I III 625 III 20.00' 100.50' 37.00' 36.00' 36.00' 36.00' 36.00' 1-736.00' 36.00' 36.00' 36.00' 36.00' 36.00' 36.00' 36.00' 36.00' 51.58' M 198.00' 275 00 I I Ill 0 0 3 .0' j 0, - - - - I I�n�l l III � 5,052 SF � 3 .0' � B �C� 3 .O' ss.00' 75.00' / a � 9T P n I IIIII IIII I I III l I o � F F o �� 0 o IIIII IIIII IIII II ITT M. MuNG I III r- ,-00.50 10 10 I ® 10 I © 10 I ® 10 110 I 11 112 113 114 115 I 16 ^I IIIIIIIII I I o 8 0 o S o g g g g 4,840 SF a 3 o I 522 SF 1 3,617 SF 1 3,617 SF 1 3,617 SF 1 3,618 SF 1 3,618 SF 1'3,618 SF 1 3,618 SF 1 3,618 SF 1-3,618 SF 1.3,618 SF 1'3,618 SF 1'3,618 SF 1-3,618 SF 1-3,618 SF 1 4,932 SF I 5,755 SF II II III M M I I I 6a.00' I IIIIIIIII , I I I �' o N 3�618 SF cn = P I o - _� IIIIIIIII �__i IIIII I PROJECT SITE 4 100.50' �9>> �6 I o - - 163.00' IIIIIIIII ` ' _ _ _ _ _ _ VILLAGIO SUBDIVISION W. MCMILLAN ROAD III o 4 0 16.43' 36.00' 36.00' 36.00 36.00'_ 36.00' 36.00' 36.00' 36.00' 36.00' 36.00' 36.00' 36.00' 36.00' 36.00' 30.04' 88.00 IIIIIIIII \ ' I IIII 0 3,618 SIF W. TERRAIN ST. $"W w �, ✓ 8 W o 4 0 0 g IIIIIIIII IIIII FIVE MILE CREEK 0 0- Ili I o 100550' 01 s"ss s"ss 8im "s s"ss 8"ss - 4,840 sF 5,755 SF IIIIIIIII IIII I 0 0 6 - . - - - TFII T _ - - - 1 <��s\ I IIIIIIIII ITD ROAD RESERVATION Ili - 3�618 SF "'I °J ,/ •24-55.00'-::7--TO-010.00' 55.00' 55.00' 10.010.00' S5.00' .00' 10.010.00' 55.00' 55.00' 10.010.00' 55.00' 8.96' - - _ - IIIIIIIII 4.15 ACRES 1 I rn o III 100.50' I 1 ?9>9 °° I 88.00' 75.00 I I o I II I J '► I I m 0 l I I 0 0 l o f I l o o f I l o I I I I I 6 IIIIIIIII W USTICK ROAD3,618 SF Q' $ 4 0 5 0 0 ® O o 0 12 $ 13 g o 16 o v' '� I II 100.50' I 4,840 SF I I I`° 4,840 SF I 4,840 SF 1 I I'° 4,840 S0 SF I I I`� 4,840 Sf `°I 4,840 SF 0D I I 1� 4,840 SF w I I 4,840 SF 5,75555 SF L PC11616 A _ I I VICINITY MAP M 0 �I o o s 86.°p- - - IIIIIIIIIi III Ir I 3,618 SF "'I Gt, I - - - NT$ - - � � - � M - M � I o 163.00' -� IIIIIIIII I III � Y l ,( 100.50' 55.00' 55.00' 55.00' 55.00' 55.00' 55.00' S5.00' 55.00' 1 I 88 00 1 IIIIIIIII I III I IIIIIIIII I I o w 3,618 SF o I I I I O I O I O I I 5"�55sr� IIIII IIII PHASE 2 I III I NOTES: 0 6 7 0 $ 10 11 0 14 15 a S� ^ 100.50' 1^ 5,755 SF I 5,755 SF I O I O 1 I^ O I 5,755 SF I 5,755 SF I 5,755 SF ^1 I I I I I I II I I Z I I N O M 5,755 SFL 5.755 SF 5,755 SF 88.00' - 75.00' I I II W14 1. ALL LOT LINES COMMON TO A PUBLIC RIGHT-OF-WAY SHALL Lu I III v HAVE A 10' UTILITY EASEMENT. a _ _ _ _ Ls ACHD ROAD EASEMENT ❑ �9. 3,�54426p,SF ,��6 I s5.00' - ss.00' s5.00' _ ss.00' 65.00' _ 65.00' 65.00' ss.00' I J1-1 I III 2. ALL SANITARY SEWER MAINS SHALL BE 8" 0 UNLESS Z U ���� 76.00' ti°0°` I - - - 5,63134&' I � (TEMPORARY) III I OTHERWISE SHOWN. o � �z w - N T 1 I z I 3. ALL WATER MAINS SHALL BE 8" 0 UNLESS OTHERWISE m 8"w ❑ o o I 17 L OC/( 7 `� a"w a°w a"w _ a SHOWN. w o �Q � W. AMALFI ST. 54 2 SF k ' W AMALFI ST. � m 4. DRAINAGE SHALL BE DETAINED ON SITE VIA SURFACE Z Q� z N - N - "s si'ss 8"sS a"Ss III = o Z AND/OR SUBSURFACE FACILITIES AS APPROVED BY THE CITY �Z �� - - - ,a1.sa' TEMPORARY ACCESS ROAD TO BE N I Z OF MERIDIAN AND ACHD. o 0 J S o- I I 65.00' 65.00' 65.00' 65.00' 65.00' 65.00' 65.00' 66.59' 6� �9. �i ^ I REMOVED WITH PHASE 2 I III �' a Q s 5. SANITARY SEWER AND POTABLE WATER SERVICE PROVIDED a � N �� 7a.00' �o� I 5,665 SIF I Il 0° BY MERIDIAN CITY. > � / w 1 Y Y s4.2o' z o 32 I 31 l0 2s I 27 sl to �,I - - - - Il�n I IIII ;� I 6. THIS SUBDIVISION IS SUBJECT TO COMPLIANCE WITH THE O 23 rn rn 88.00' 75.00' I I Co / O J I o 10 A 5,770 SF 1 5,755 SF I^ 5,755 SF 1 5,755 SF 5755 SF 1 O 1^ 20 I 19 I IIII` I I Q IDAHO CODE SECTION 31-3805 CONCERNING IRRIGATION ❑ ❑ � F Q l I N 3,546 SIF N I 5,754 SF 1 5,753 SF 1 5,853 SF \� _ 1111111111 I III (oo 0- \ ` WATER. ZLu o o ❑ IIIIIIIII I I II l 7. LOT 1 BLOCK 2; LOT 1 BLOCK 3; LOT 1 BLOCK 5; LOT 1 Lu v al - 4,840 SF IIIII IIII I I ll I I N BLOCK 6; LOT 1 BLOCK 7 ARE COMMON LOTS TO BE OWNED Lu co o o Lu Q Q li I 0 co looso' z 55.40' r 55.00' - - 55.0� 55.00' S5.00' 55.00' 55.00' Ss.os' 1 5,755 SF AND MAINTAINED BY THE H.O.A. l t t s z I N N 88.00' II I" Hill III 3,618 SF MI I I I ^I I ^1 I I 1 I I I� 163.00' - - IIIIIIIII I IIII _o 100.50' I I 1 I 1 I I I I I I I I Hill I I I I I I I l II I N I Q DEVELOPMENT FEATURES I I 33 0 1 0 0 1 29 I 26 a o 25 0 l 0 22 10 21 0 l 0 1 a I I I I I I 1111 I w co 16 88.00' I N co oo a o 12 0 30 co 89 °° °° o IIIII IIII / I �, TOTAL ACRES....................................... 19.61 ACRES 06 JI I 1 �' 3,618 SIF "' 4,898 SIF 1 4,842 SF I'° 4,842 SIF I99 4,842 SIF `� 4,840 SIF 1 co co 4,840 SF I"° 4,840 SF 1 4,910 SF 0 4 I O 1 - - / ITD RESERVATION................................. 4.16 ACRES ~ 1 I 1oo.so' O 5,755 SF IIII U) 4,s4o sF I I IN ADJUSTED GROSS ACREAGE................ 15.45 ACRES z v 0 I I 19 10 13 0 ��' 5.39' S5.8T 10.00'L00' S5.00' 55.00' 10.00'I.00' 55.00' 15.00' 55.00' 10.00'L00' 55.00' 55.00' 10.00'L00' 55.50' g,13'��6 I 88.00_ 75.00' 11 flll I ITD ROAD RESERVATION I I EXISTING ZONING.................................. RUT W < 11 III c+n I II r�s0 3,s1s sF "I - - - - - - - - - - - - 1 I - - I I III PROPOSED ZONE.................................. R-15 v Q I I III 'oos°' � w W. DO UBLEROCK ST. -811y" _ s1�' IIIIIIIII I III I c' TOTAL LOTS......................................... 104 LOTS II 14 -8"ss s"ss s © IIIII IIII 1 l II l a"ss O7 0 1 COMMON LOTS...................................... 9 LOTS _ _ _ _ I 4,840 SIF �' q IIIII 1111 < I III I BUILDING LOTS..................................... 95 LOTS J l I 100.50' A -36.00 36.00' 36.00' 36.00' 36.00' 36.00' 36.00' 36.00' 36.00' 36.00' 36.00' 36.00' 36.00' 36.00' 31.04' I 111 �I AVERAGE BUILDING LOT SIZE.............. 4577 SF ll I 3,618 SF 14.7s'1 w � - - ti� ss o0 5,755 SF IIIIIIIII ��� � � I llI \ I IM 15 M 33.0' ?9�'' o _ _ 1s3.00' _ _ IIIIIIIII III `� MINIMUM BUILDING LOT SIZE ............. 3,546 sf I -1 IIIII IIII / III �I GROSS DENSITY (TOTAL)..................... 4.84 DU/Ac. 33.0' .o - - �I I III L C� S3 618 SF GROSS DENSITY ADJUSTED 6.14 DU Ac. - - 3s o' I l o of of of 5 �I of of 01 0l of of aI of of 01 88.0o I .............. 3 .0' 1 IIIIIIIII I Ill I (ADJUSTED) / III 0 0 " 0 0 0 © � 0 � ® " 90 10 � t1 12 s 13 's 14 15 1s I ® o IIIII IIIII Illl ssX NET DENSITY ...................................... 9.52 DU/Ac. O l� 100.50' I o 0 0 0 0 0 0 0 0 0 0 0 $ s s QUALIFIED OPEN SPACE....................... 2.64 ACRES 17.1% O I II 1 I 97 SF 13,618 S�13,618 SF�13,618 S�13,618 S�13,618 SF�13,618 S�13,618 SF'-13,618 S�13,618 S�13,618 S�13,618 SF�13,618 S�13,618 SF�13,618 SF�I 4,986 SIF M $ 11111111 Il Il "a I II 16 1ui 5,755 SF { I o ! I ll 1 I �' 5,360 SF BL O' 4 4,s4o SF 1111111111 _ - - - - - - - - - - - - - - - - -� Ilp I N ss.00_ 75.00' \�`U�) 2527 - 20.00' 100.50' I' 30' CR 36.18' 36.00' 36.00' 36.00' 36.00' 36.00' 36.00' 36.00' 36.00' 36.00' 36.00' 36.00' 36.00 36.00' 36.00' S1.50' ' ' - O U _ � -- - EASON N89°22'16"W 1298.20' _ SEWER LATERAL EASEMENT - - - - - - -•- - o •� I -�- - - - - - - - - - - - - - ==s= I CITY OF MERIDIAN a FUTURE ROADWAY TO McMILLAN ROAD BY - - - - - - - - - - - - - - - - - - - - - - - - - -�� I O c� p l ITD WHEN ACCESS TO McDERMOTT IS CLOSED U/V-PLATTED N �V _ WATER w I JAMES M. CONNELLY - - 11 I� 1 w CITY OF MERIDIAN o ° II 3 K IRRIGATION a- U III Q) 0 s IIIIIIIII II I o NAMPA-MERIDIAN IRRIGATION DISTRICT til L,J cn R/w 38'-0" R/W / 111111111 II 1 SCHOOL J w L 0 IIIII IIII II I WEST ADA COUNTY SCHOOL DISTRICT z Z �o 5'-0" 8'-0" 16'-s" 16'-s" s'-o• 5'-0" 37-0" IIIII IIII EMERGENCY SERVICES W m D 14'-6" 14'-6" 12'-a" 20'-0" 8'-0" 5'-0" IIIII IIII W Cn U�I FIRE - CITY OF MERIDIAN FIRE DISTRICT SLOPE 2.0% SLOPE 2.0% 163.00' II J o / l U SE CORNER SECTION 29 POLICE - CITY OF MERIDIAN POLICE DEPARTMENT 0 z_ O SLOPE 2.0% o m SLOPE 2.0% � 1 3.5" BRASS CAP STAMPED "J-U-B 0 � �O I DETACHED � � M 5,868 SF ENGINEERS INC. FEB 2005 PLS 8575" = Q ON WALK ROLLED CURB ti / ao 00 - - _ _ 1 INSTR# 2019-017185 Z Q ❑ DETACHEDJ 163.00' ` O !^ �, LOCAL STREET SECTION VERTICAL CURB WALK _8"w s.00' _ v J �N NTS VILLIAGO AVE SECTION I MI / -NTS- 7,523 SIF I O O w R/W R/w 1 - - 16 - - 5.° OWNER APPLICANT J (� E 56'-°" o Z3� g McDERMOTT PROPERTIES, LLC SCHULTZ DEVELOPMENT W Q z 0 O EASE EASE n _ PHASE 2 NOTES DANIEL JOHNSON MATT SCHULTZ W J O 52'-°„ 46'-0" ` - - 5,868 SF - - "' Il�n�) 2462 E. GALA STREET, STE 120 PO BOX 1115 � J U m II PHASE 2 IS FOR FUTURE CONSTRUCTION TO BE COMPLETED UPON W O �, MERIDIAN, ID 83642 MERIDIAN, ID 83680 O 5'-0" 8'-0" 21'-0" 1o'-o" 21'-0" 8'-0' 5'-0" 8'-0' 15'-0" 15'-0" s'-0. 163.o COMPLETION OF N. MCDERMOTT ROAD IMPROVEMENTS. LOT 2 IS O \ 111111111 208-805-2983 TO BE USED AS OPEN SPACE. 04 rSLOPE 2.0% SLOPE 2.0% SLOPE 2.0% SLOPE 2.0% ® IIIII IIII ENGINEER SURVEYOR N \ I11111111 / T MUNGER, P.E. N SVIS FOSTER, PLS, Cl SHEET NUMBER NVS \ DEATACHED VERTICAL CURB 4 \ , IIIII IIII / 690 INDUSTRY WAY, STE 10 690 INDUSTRY WAY, STE 10 MERIDIAN, ID 83642 MERIDIAN, ID 83642 ppi MAGIO DRIVE SECTION TEMPORARY ACCESS STREET SECTION (208) 342-5400 (208) 342-5400 Q Q -NTS- -NTS- _ PHASE 2 _ ❑ 0- uu