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CC - Emergency Access Exhibit CLM Legend: Vicinity Map: 0 = PROPERTY BOUNDARY W Z O TNORTHEAST CORNER - - / �� SECTION 32 GANDER CREEK PHASE 2 STUB STREET LOT LINE (� TAN., RAW., B.M. S\29 S.28 W. McMILLAN RD - - - PARC NC SECONDARY ACCESS FEM �� S.32 S.33 R/W RIGHT-OF-WAY LINE HEART NI PROPER AINAULIVILIN 1, LLL \ I z - - - - - - - - - - - - EASEMENT LINE PROJECT SITE 0-� w PARCEL NO. SO432141800 LU M m HEARTLAND TOWNHOMES PROPERTY o •�, -EW �� EG EG MANAGEMENT, LLC a cc: sn EW EW X \EG EG Q - - - - - - SETBACK LINE I SEW �E X�EW X G EG X - - EW � EGEGBLOCK NUMBER Eby E EG\ \ \EG_ �X 1 L03 BLOCK AND LOT NUMBER z /� #To \EW j z r \E \OX� EW ti X G , \ Era HP X �LCGEW m �` Era X LOT NUMBER M _ AFWD EW \X�X\EG \EG o\X�X T W. USTICK RD M 40, SS "� �C W EG \ pX�X c� E � E - , SS EW EG � � , \X RO E�lo E \� 42' - EW X OHp X I I X r - -,8 SS D z EW EW 9 EG EG�� - 55 67, -- ��Q _EW \\ham EG \E P X 40 EGLLI AEG �F o � 40, EW .v .v I I I I l 4p- sD4 \E W\ x _ , , EG �,, I I N / - w g W EW �EGB2L10 0 I B2 L11 I I / / 4p, --M _ 1 \\_ \ \ 06 SF EW EWEG E coy y y 5,174-SF T I 5,383 SF I o B2 L12 a, B2 L13 / / / SS E G \ J oN I I I T 4,896-SF o I 5,487-SF / / / l l / , 40' 8 W, *\ _ \ \ \EG J y y I I I I I I o / / - XISTING 8-IN WATER1t'C EG ' M / B2 L14 / / / 401 �q D CO / 1 --- OTHERS) D� �\ EG �0/ , Q ; z FUTURE ROADWAY I I I I / / - 8^SS �� EG\ M CD o EXTENSION (BY OTHERS) W W W I I I I I / 4,o4s sF % / 62 L15 / / l / � , 40 - \ \ \ •4� qC ORA X�X H/.`�a2 EG\X_ C _06o SF o B2 L16 / l l l 4p - CC , V y Dia EG = oLU 4 06016E / / / / / 1 I4 O z z - - - � - - - � L L / B2L17 / / 4 _ �/ / / / / / / / / \ 0 -\-' x� `'- 20'E ER X ft - X�X o < o HP EG U 23' / 4,o6o-SF o / / � EXISTING 12-IN WATER EW u e � � P L / / B2 L18 / / / 40 ACCES �y ■ \EG a w W W W 20'+ 40' 40' Nq r� J l l l l l l 1 - - �1 (BY OTHERS) \EW EW � \ EG \\\ _----- 40' \ \ / / / / 4,o6o-SF o / B2 L19 / / / / � , 4p - \EW �EW EG EG\� \ D O PARCEL N0. SO4321131750 w W 100, 6 J / j r JOINT SCHOOL DISTRICT#2 40' / / 4,06o SF o / / 8"S \ \ ,EG X 0HP M Driveway A 62 L9 �� --\\ \J / % / B2 L20 / / / �� \ / / - / / / 1 EXISTING 8 SEWER EW EW EG X 2,840 SF ' - 4 / 4,060-SF o THERS HP 0' / / / % / B2 L21 / / / / / y 4p, - ,8" S ) EW EW fc� \ T0' 85 r \-- 40, J / / 4,060-SF / / S E E X oHp\ - - - - - - / B2 L22 / w W -105' - � � l / � - 40 � W EG X -,-w J / / / 4,060-SF o � ,� � � � •v � � l� � � 40 8 � \EW � ONP I I I EXISTING GRAVEL ACCESS 10 N i - '--- _ - ---'SS \CC) EW _ B2 L8 ' --- --, R (BY OTHERS) I 4,047-SF I .� 59• - 40' J L , l l ' l l 4 EW 328� H --- E L - - - -100 - J 83' _ o y5 ` J l / / / / 4p ,,,8"SS � � \ - - - - - - �- - _ 62 L25 / / -- _ . 4 2 - ,- - SECON E EXISTING 12-IN WATER - - - - - - - - / B L \ 4,06o SF o / / //\ \ � , 40 \ E \ w ,- 62 L26 / / Dq I BY OTHERS 3 9 �, ,� ,� �y ( ) _ I B2 L7 I - �� \ � _ tre -�--�-- � � � / 4,060-SF / B2 L27 / / , , '?Y /t b i / 4,140-SF 44,4 5- F W •Y o / / 6 \-- nSS �'`I \ / I 4,000-SF I 1 I � v, v, i -� M ,\ � / / 4,053-SF B2 L28 CCESS 31 -100'- - J " w .I. v .v -- / / / / 4,067-SF N B2 L29 / l \ - - - - - / - - - -100,- - - - 100' �� W W - - � �/ / / / 3SF - / v W .v \ ---8;SS \ \ r - - - - - - - --- 00 F - - - - - - - - -� �.�� W\ � \ / 405 / B2L30 w v v W y - B2 L6 o I EW B3 L8 I o I B3 L11 I I. I I - '--- 4p, `� / / / / 4,066-SF ' \ I �+ 4,000-SF I I 4,000 SF I -- - \--- \ �/ / / / / y62 L3a y \'8"SS 4,000-SF I o ° R 40' W E - / / / t .t 22�1'L2 SF v� i EXISTING 8-SEWER L - J i L - - - - - - - - J L - - - - � r - - -100,- - - - -� 3 � J L l \ „S as _ x - - - - 100- - - J FUTURE GRAVITY y -- --- 4p, y ,� ,� ,� y (BY OTHERS) - 100- - N_ - - -100- - - - - - - - - 4 IRRIGATION y �4 �� - -- --- 9' , .� .� z m v --g S I �I - - - - - r r - - � R/ W - - � I�i 1 � B4 L3 0 � WASTE DITCH y w w w w w \-- � 31 0 mac~ � \----- I O x .heo I B3 L7 I _ I B3 L12 I 4,00o sF ( - �� PHASE LINE w w/ I I SHOWN FOR I..I� v B2 L5 I I � � o i i �' �' �' �' �' �' �' � 4p W W W W FUTURE STATE HWY 16 RIGHT-OF-WAY o I I 4,000-SF � O I I 4,000 SF I L - J INFORMATION \ M 91' o LL x ;m 4,000 SF I w w w w w w -- \ 20 w w cV w I Z - -100'- - - - � '� '- \ B2L31 I J ONLY) - Driveway c W W W- - - - - - - 40' 40' 40' 40' 2,656-SF y 0 - - - - -100'- - - J ii O i _ I V I r � .v B Lek •v '' w \ o r - - - - - - - - I - - -100- - i � i � I B4L2 I o W 19, 25-SFw .� � - - � I- - - � � - - � I- - - � w w �� i II r \\ gs, m .�• W .v W I � x 63 L6 I I B3 L13 I I 4,000-SF I W W I I I I I I I I N B2 L4 I o I i 1 "' .l w .v .v .v .v i r5 •v .v .v r I N x �r l 4,000 SF I 4,000 SF I I 4,000-SF I fr L - - - J I I I I I I I I 4 I N c� 1 IIy 100- - - - % } - - EG -I I- m - T - - I - SIC I I I M I I I I I I R I B2 L32 l v9" I M EXISTING ROADWAY L BC BC - - - - - - - J L _ _ _ _ _ _ J r - W W W B4 L5 B4 L6 I B4 L7 I B4 L8 I - ,� 33 ) 5,057-SF � coQ h 30'i x 100 M - - -100- - - I P I o I o N BY OTHERS - -100- - 47' L r I o I B4 L1 I O �,. 4,060-SF 4,060-SF 4,060-SF I 4,060-SF I ��, W 0 BC- T T � _ _ R/ - I 63 L5 v o I B3 L14 I I 4,00o sF I �m o 1 I I I I I I I �" L �' �' " o B2 L3 0 I 4,000-SF O I 4,000-SF I v L - rn 1 _ - I z o f 4,000-SF I _ - -100'- - - - � �` I I I I I I I W W i �O � - - _ - - Y �M M J CJ v L - m L - W W JEW I y W W w B2L39 N Q - - - - - - - - - - - - - - 1 L- - L- - I- - - J L- - _ i B2L33 i `r .v c 132,4596E e�� 2 x co MIJ / - - - -100'- - - J 3 F .v o � r - - -100'- - - - r - - - -100'- - - \ U'Sr v v v v .v .v o v \ y - `r' � / i 34' 40' 40' 40' �40' 18' ,v� r� i 4,000 SF o N x o z / EP o o I B3L4 I - I B3L15 I - '.-R/W vV vv h n L _ _ _ "' � z CC B2 L2 I o 0 -------- ------ ° I - --- ------- - x Q LU ------- ------------------------ ' o I I I 4,000-SF I � I 4,000-SF I v \\ ------- --- I � � Q I 4,000-SF I � 1 1 L - - - � I - - - - - J L - - - - - - - - J _I B2 L34 x 1CL I o W y O -100'- r - \ cL \ 4,000-SF ,V w w O 1 1 I - - - I - - -100'- - Ll EXISTING 12-IN WATER W W1 62SF� W y W y �'` I o II I B3 L16 3S -------------- B3 --- - --- ------- - ------- ------- - 1�,- _ _ _ o _ `Y `Y `Y I x ■ (BY OTHERS) I O° R/W� -�� �'� R/W ; i � I 4,000-sF � � � __ R/W Q R/W R/W / I I - - 4,o00-SF I 40 40' 40' 40' �0' _ CZ y52' y 40' 40' 40' 33L \ - - .y' \ i � � ° B2'L35 1 y y y I x ------- - o - -100,- - - - - - -100'- - - r - - - � r - - - � F - - - , r - - - � .� r -- - W .� ■� ------------ r- - - -I v v 0-SF o = - r - r - I I I I I I I I � I 1 I I V r .� - - I B3 L2 I I 63 L17 I v B3 L19 I I I I I I I I G "' I'' 1 I I I W s a i -1t6_ _ - - J .� v x .oftanft� nt Sty" I 4,00o sF I I 4,000-SF I 3,328-sF N B3 L20 I 63 L21 I I B3 L23 I I I I, , 3 I I I W i r- W W W M - _ L _ J L - o 0 o I �o I o f o 24 o I 63 L25 0 26 o I 63 L27 - -63LL28 I i o W W W - --------------------- L � 4,060 SF *- 4,060 SF T 4,060-SF T 4,060-SF - x r r y �y5,28 S� W 4,060-SF r 4 60 SF *- 4,060 SF r �2,199 SF m I I I I I I I I I I I I I FUTURE GRAVITY IRRIGATION I y PRIMARY S 9o'y R/w W W � _ _100_ _ _ _ _ � _ - _ - _ _ , I I I I I I I I w' I 00 cc SD Su W r I I I I 3 I I I I I I I I y' W W W Q o i I ° ( `* W DELIVERY DITCH (SHOWN FOR INFORMATION ONLY) B1 L1 0 63 Li B3 L18 oCIO I I Ip� RR TOTP Y H E E S-rOR"1`/IED W W W I I I I ; I I I I I I I I ' �" ``� W L IM'- - - W W GIRR IRR 6 I I 4,009-SF 4,026-SF I I /C GIRR 1 I 0 Block 3 J __ EG - EG - EG - GIRR SE E •v _ I I I i L - - - J L - - - J L - - - J L - - - J W'50 W W GIRR EG EG EG GIRR _ u �r---v-- _ - w o EG EG EG EG (BY OTHERS) 11 m - - X 00'- - - - -100'- J 30' 40' 40' 40' 40' ,�o 52' 4 40' Q 40'- OH 18' ) OH ��� x . U � H�15X 139 OHP - ,up ^I 358' G 30 I o CE 1/16 CORNER SECTION 32 r�C X - ■ o TAN., RAW., B.M. OHp F UHF QO �'� I w PARCEL NO. SO432427900 EAST QUARTER CORNER T pt� 0 C) JOINT SCHOOL DISTRICT#2 FUTURE ACCESS FUTURE ACCESS ' T.4NECR.iW.TION 3 �■■+ 2 = B.M. y wo o - O = PARCEL NO. SO432417350 w w Q z ACCLIMA, INC = 0 o _ o r = I I = I I IW Revisions 10 N = z I SE CORNER PreliminaryPlat-Overview SECONDARY ACCESS CONSIDERATIONS : 40' 80' SETIION32 TAN., RAW., B.M. Horizontal Scale: 1" = 40' Applicant will construct no more than 30 homes with current secondary fire access from McDermott Road . Prior to constructing home number 31 through 63, the applicant will provide one of the following additional Property Owner: solutions to mitigate the future construction of Hwy 16 Expressway. INVESTMENT ANALYTICS GROUP, LLC 800 W. MAIN ST, STE 1460 BOISE, ID. 83702 �$�p'SAL ENG �•�' G�STERFO r� The sequence and timingof development north and south of this project is unknown and we need to have the noted options available. Engineer, Landscape Architect, Planner: a 10961 THE LAND GROUP, INC. s o CONTACT: TAMARA THOMPSON (PLANNER) fps E OF 01 Option A: Construct roadwaycrossing of the McFadden Drain to connect to Gander Creek South . Graphic Exhibit will be prepared for council CONTACT: JASON DENSMER, PE (ENGINEER) ND g CONTACT. PHIL HULL, RLA (LANDSCAPE ARCHITECT) Project No.: 119192 CONTACT: JIM WASHBURN, PLS (LAND SURVEYOR) Date of Issuance: 07.02.2020 a presentation . 462 E. SHORE DR., SUITE 100 Project Milestone: AGENCY SUBMITTAL EAGLE, ID 83616 Preliminary Plat E Option B : Construct connection south to Ustick Road . PH: 208.939.4041 Overview g ma Option C : Fire Sprinkle all structures in excess of 30 units units 31 through unit 63 PP=01