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V' N awom cz \\�\ \\\\ \ \\ ` \\\\ 1. \\ \\\\ \ \ W \'\\\\\\\\ \\ \ \\\ \ \`\\a\ \�\ V J 2 IL Z Ile ll T,4N RAW SEC. 27 LU �a1�11 ,� � , _ct � � `\ \� � � ­11 - A > , I - o li \ 11, 11 � \, \ V \ 11 \\ MERIDIAN ADA COLINTY IDAHO "l-\ 4 �a ons\wwos =� \ co M � �I -PERA PLACE SUBDIVISION PRELIMINARY PLAT WL \\ \ M @ � M 50.0 48.0 \\\\\�\ \ \, Im, \ \�\ �- Ill 0 (L 47.0' MINOR ARTERIAL Y2 RIGHT-OF-WAY �\\\ l ,\\a a \` \\� \`\ \\ `"` 11 , � � EXISTING RIGHT-OF-WAY �\ \\a `�\ \ \ 20.0 \\� \ \\\` \\\ W 48.5' 5.0' 2.0' \ 1 \ \ \\ \ \. 2.0 5.0 16.5 16.5' 5.0' 2.0' o SIDEWALKo� \ "� \- \ �` \\� co o\� \\ :: \ \\ \ \\ �: \�\ W N W 0 o Y o APPROX. 14.0' APPROX. 12.0' Y= 5.0 10.0 10.0 5.0 \ \' V \ ,�\,\\ y J= QUrn QUrn EASEMENT J O w *�\�\c \\� \ - ..\' •ice\ ` \\\ \ \� x T\ D\� \\ \ :' \�i \ \ ,tizN0 J ¢v o ¢v°'o 9¢o- EXISTING PAVEMENT EXISTING 3¢r 0- wa \\�\ \ w ¢ ¢ 11V \\ I I w o MIN. 2.0 PAVEMENT w w o v v \ \\ \\\\� \\ LL owo two in�cn v��cn cn �`\, s_,.. \ \ \\ w cn cn o o \,, �\\\\ \� \\\\® o, man \\\ \\��\\ N 0 cn cn SAWCUT <> t1 75% z z „ \ ,,,, \ \ \��\\� , a a M = t1.75% ,,..,, ..... \ \ .., ' s -,� ..\ �--- a \ i \ \.. \ �. 2% 2% I'll _ ........ ................ 2% 2% , \ „ „_. \. \ \.... \\. \� :..... ........._,,,,._......___,,,,,....,_,.........,,.,,,,.__,,,......_..,,,,,,_....._...,.,,,......,,.,.._.. ,: �. �. L I .� \ a � ROLLED CURB __.,_......... ,,.,_._.....,,._..., _, \.. ROLLED CURB RIBBON CURB \< \\\ \ \,\ AND GUTTER \\\ \\\\ \ AND GUTTER * SEE DETAILa\\�\\\\ :, ' \� \; F.�R bI 0 PER ACHD » S �' ,, \\ . ..:;, "' ,.; \ `., � �\ » PE HD 2Y2" SP , 0.50 INCH 2 MIX IS SHEEP \ �. \ \ �,::... ,.. \ \. ,:., C? � o u 14 PIT RUN /2-y2" SP-3 0.50 INCH MIX SD 702 2Y2" SP 3, 0.50 INCH (Y2 ) MIX a \< O d =, �2 ) SD-702 PG-5828 \ \�� �\; \�\\ <\ , . ` PG-5828 \\\, \\\,; \ ,.:� ��"s C7 's'b O y PG 5828 * * 10 PIT RUN \ �\ �� �' a .\\ k., \ \ Q a R \\\ _ \� ` . \ \ s d 14' PIT RUN 4 3/a CRUSHED AGGREGATE BASE " �\\.:.. \\... \ \ 4 3/ CRUSHED AGGREGATE BASE \, - � ' U. 4 * 4 3/a CRUSHED AGGREGATE BASE ._„ �\\ � sr �\ �\ \\ ""� Z CO OR MATCH EXISTING, WHICHEVER IS GREATER v.,,A o -i � _ _ :L as Z "'�..\�\�\..a \x Qw\\\�aw,n�ca�a�s��o a�i\ :t�\�u\\v\\\v\\ \\\\\\\\\���.::" ��\��\\\�\\\\\���\\�n\\\��•, Q 1�r \\\\\\\\\ \z� �\.\. \ \ �\ o W TYPICAL STREET SECTION W DAPHNE ST. STREET SECTION T TYPICAL SHARED DRIVEWAY SECTION ,�... �� \\� � � � olzzl­solf � ��� .�- �`� _ � N 2 -NTS- -NTS- -NTS- -NTS- ? :\ es:11:1 \ 11 ;y I S Q' m 5 :: s . 10 M o d NP 8a \` O ca -06 \ \ , MAP T �� y v y _ SCALE 1 500' -s _- '; - _ _ m� __ - �� 2) y ID= p J _.,,.=S89'34'42"E 291.8 ''" o c �' a o 1 0 ._..�,.,, 214' .. L111 - tN d N ii y ------------- - ----------•----- --••- = EXISTING CUR : EXISTING SANITARY SEWER MANHOLE cfl & GUTTER B m CO \ � \... O e \ �I N 1 B OCK 1 � = CONSTRUCT CURB & GUTTER O INSTALL SANITARY SEWER MANHOLE Z O >, in ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, ,.,,,,,, _,,," _,_......_.,,._._..._.._.___.....___.............._._..._.....__..__..._.._.. .._._..._._..._...._._...,._.....,_ - N , •, a \� ,, = "' !Kk14 -- EXISTING SANITARY SEWER _ EXISTING GRAVITY IRRIGATION MANHOLE o 0 W 1 ` ` \;€ \ \ :II'll INSTALL SANITARY SEWER MAIN G,.., INSTALL GRAVITY IRRIGATION MANHOLE \.. \ S O O i' i�::....................:,:: ►n. %\ 7t. 1\11 LEj ` 9 8 .� t� \\\ ,. INSTALL SEWER SERVICE EXISTING STORM DRAIN MANHOLE �; O O5A9 Q Z ............................ _.._..............,_...,....,.....,,.....,. ._ ......_ . O 7 1 F 82551 •SF '� t� i I i \ J E O Q ' \ \\ `� v'+ ? \ \ ,,,,,,,,,,,,,,,,,,;,,,EXISTING STORM D INSTALL STORM DRAIN MANHOLE 11 18 1.90 RM DRAIN \ )t \,. , z 0 F O C MMON OPEN SPACE... I ,,. ;,.. Q.,. / I„,;,, ` , 1 " ..',` ' S . '111 i LL '\ SID INSTALL STORM DRAIN MAIN \,_: EXISTING VALVE llllll� 36. O 0 ,....,;: _..._._........_...._...._........._............._,.._,.,,....._..........._...........,.,_..,._......._.__._,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,„_.._........,.... .,,.,,,,.,.,.,.,,,.,,,,,,,,,,,,,.. .,,.,,,,,.,,,,,,,,_,,.,,,,,,.....................-, .,,,,.............,,,., /y� 1 F\UTURE PRIVATE SQ LJ W } D�2hV WAY 8S� "1 0 ___.._......_.,,,.__._.._... _._.___..._._....................., EXISTING WATER MAIN INSTALL WATER VALVE ?4 ® a __....._ ............................................. ,,.,,,,...,..,.,....,,. _..____.._._.__....________._........._.......,....._.._,._.,._......._.,.,.._..,...,_...,.,.......,.,_..._.,. w -13 - - y t�9 �c• _,,,,,,,,,,,,,,,,,,,,,, 48.0' I I I 1 wy ? INSTALL WATER MAIN N ? INSTALL IRRIGATION VALVE Z ..., , \ __ Q \.34 ,., '11 1 _,,..,,,...,_.._,,,._,...._. . ;a. 89 --yam, 896. \� �I I I 6 a.we ,,ra \ 6 T �,,,_ w,..;: 6E I - \,: , \' �33'... / -- .,., �. _ ::.: EXISTING WATER METER _ r ,. r, W J/T APPROXIMATE JOINT TRENCH _,,, u ,,,,,,,,,,,,,,,, , ,, »; » » , / I , COMMA � \\\ . \ t \_ N89 0613I..W 311.32 \ '` I. o 8 1 I I __,.,......._._._...___. _, N44'19 25 W,.__ / _I " \ \: EXISTING PRESSURE IRRI. INSTALL WATER METER o 4ir 7 6 OPEN SPAL �__ U 3 _ 1 : , \\ ll�42.58 \, " ...... r,� \\. `a.,ma\\\ ..:,•.\cca.��c\\\o\\�ta\\\\\\ti\\�\\�:::. . � �y aa�.a\\\\� \ .1.1.1_1. \ .. _ ,_ I "'".,,..0 O 1 ® I to INSTALL PRESSURE IRRI. MAIN EXISTING BLOW-OFF VALVE \ \ 14�F I I O 5 3 J L 5�56 SF U L 5$F1. it SE J L 5Z6Z SE J L 7., SE..., .4,. I ,: .� PI 0.14 ....,_....... U I 8780 SF J 1 \ 0.1,3 3 \ 3 .0 13037 SF I 1, 14 F I.: N 0.20 0.3 � EXISTING GRAVITY IRRIGATION INSTALL BLOW-OFF VALVE O W L_ 0.2 �J11111111-11-1--­ G. ® W BENCHMARK Y ,,,,,,,,,,,,,,,,,,,,,,,,,,„,,,,....,.,,,,_... ..._,,,,.,,,,.,__, _,,,,,, ,,,,,, ..... _._,,,,,_,, _ ___ __ ,_ _ __ _ _, ---__ ,__ ______,.......___......I,,'..- . SET SPIKE U .. M _ - PRIVATE SHARED DRIVEWAY o 0 Fr 0 1 \ '` J� ERR INSTALL GRAVITY IRRI MAIN , \ EXISTING FIRE HYDRANT cm 0 ILOMENA CT. o 0 EL. 2541.22 N 38' 23,�5 . ... ,, > . _ - - - -� N I O Q @ 5 -fi LOT LINE INSTALL FIRE HYDRANT NAVD 88 DATUM m ✓` 0 55 65 65 65 65 'A I 0: 65 r- 0� 0 .� -1 f - N Z I F < r -1 r =..` ..r ,., .. .r _ �- - - -1 f_ _ -1 1 I I '�O 122�751 SF t�1.:I p -- -- BOUNDARY PHASE LINE -f- STORM WATER FLOW: : S / J \. s : " i W [ 1 1 I_ 10 \ 1 12 I � 13 1 � 14 I � 15 I �- 16 I .� 17 © 1 �1 O I �.. ..� o 1 CENTER LINE CL ;�OR , 1 (o q qo q� - / 6009 SF 1 I I I I I i I I I �° I 1 1 I , C�� INSTALL STREET LIGHT PER CITY STD 6733 SF 5299 SF 5297 SF 5297 SF 5298 SF 8 77 _..... v>L_ 5297 SF 5319 SF I 1 1 13566 SF 15 5 1 m -D. ! , 1�,,,,.._.....,,..,.,_.__ 0.20 ao \\\a\. , ,, 3..\ �..m.,..r r 0.. „ :..,., :„1, - \a.. „ .,,,a.,,, „ EASEMENT LIN EXISTING IRRIGATION PUMP OUT u, E ,. , \ :. �\. \ �- rn f „� .kkliLit„kitthe.,,,-,m�e , 319.30 �2_ - _ o \. , �ll� . ,\...,...__.._.,,,.,.,,_..._...................._,....._,.,,,.. N - .:: w I - -1 f- -1 1- -1 f- 1 - . - - -I r-- - 0-50-1 . . r - 67.58 ,; \\ EXISTING CONTOUR ® INSTALL IRRIGATION PUMP-OUT o .,,. o� B CK 1 2 II II BLO ;� I I 1 1 315o I I I I I I I \ . 2 55 0 FINISH GRADE CONTOUR EXISTING CATCH BASIN INLET Z i-p L : , i I - I . 1 z 23 1 22 I 21 ( 20 1 1 9 1 - O7 I ® I ® I 1 I 1 1 -.---�---,-��-,---�- 1111-1.11 -�-.....------- EXISTING EDGE OF PAVEMENT CONSTRUCT CATCH BASIN INLET 707 S 495 S 496 S O O IT i49 ,Sf 498 SF1 �7533 SF I 17481 SF I 17483 SF I 1 7484 SF I 1 ,7574 SF I I-. ... - �- EXISTING OVERHEAD POWER CONSTRUCT PEDESTIAN RAMP � U �0.13� L0.13� �0.13 J L_ . 3 L0_13 1.. h 0.17 J 0.17 0.17 0.17. 0'1.7,,, ® I ....._..........._......_.__.. �� ' _.__....._._-. (STING FIBER P > TEST HOLE W PERCOLATION TEST C9 M OPTICS � # / U> O ............................................................................................................. ................... d. lQ _ EX ISTING TELEPHONE #1 TEST HOLE 2 _.,,.,._..,,..._.._. _,_.__..__.._._.__.......,._,_..._.._...._,.__,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,_.,,,,_,,.,.,,,._,...__... _ d r� a Q ap 0 • r`11 _: ' ,, .._ G EX T ...,. _ w b o o tt Z (STING GAS LINE INSTALL STOP SIGN �� �,,,, '`°`� "� f .1-I_ BLO 41_ �- a "� •p .� -1" Z w W „tom O INSTALL UNDERGROUND POWER INSTALL STREET SIGN�Eo SF I ? 1 , 1 1 9 (: `'> Ur Q Q Z d' (A jj 7__ „_. ...5320 Sf� I i0.17 p, 7210 SF I .. _,__.._.,_,,,,,,,,,,,,,,_.,..._,.,......,......._,.._._,..,;.,.- - - I "' L- � 0 12J L320 SF I 1�°_ 0.17 _,..,..,._.,..,.. ,,,,,,,, _... W 0 Q TOP OF BANK U. INSTALL 2 PARTY MAILBOX z W _ _ w _U 0 _ _ w ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, ,,,_.__.....,._,.,,.,,,,.,,.,,,,,,,.__..............._,.._.._.............,_,.,._...., r -I OPEN SPACE 1 8 -I i -- - --1 TOP OF SLOPE \ \ _.,..,.,,..__....._,,.._......................._,,,,._,,._,.,,..,,,_ Q W O J Z p: Z �I 7019 SF ' . N N - •`'11 \\\\\ "s EXISTING TREE I I 5206 SFI� I I `� _....._ ,,, _._._.____,._.._.._„____. � J a ap W O i, ,,,, ,,, , , ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, 0.16 % Q.12 5206 SF �n 7036 SF TOE OF SLOPE _,,,_„_,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, 0.r a �1 L- - - - - J ;' t - L 0_12 - 0.16� EXISTING UTILITY POLE Q LA v _ ._ } . _ _ _ - -..._ _,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, (D Ill I 7. EP EDGE OF PAVEMENT LE W/ GUY Q Z r7 MF(lE7�F - -1 ...._........._......_.__._._.. EXISTING UTILITY PO WIRE 17144 SF I :_ n 1 5306 SF I �15306 SF I I 74.. SF I M ._,,,,,,,_,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,_,.,..,................_........_..._..._,_........__..,....................,. 0_16it L Q,12 L_ 0.12 I 0.16 tD EG EDGE OF GRAVEL EXISTING ELECTRICAL BOX W _ _....................._........ ;;_. 3 _._.._._,._..._.............................. 4 SC SAW CUT LINE ° EXISTING TELEPHONE BOX ., 4 16Q (- - - - 4 rn - - - rl _. rn Ipr�7134 S F 1 Q SF I �1. 1 ® 1 7191 S F I I N E _..,.__,._..._..._..................._,,,_......,,..,.,,.. 30,6'SF - ; SWALE FLOW L o C.O. INSTALL CLEAN OUT 1 0.17 N y ' � � - - - - � N ABBREVIATIONS: �, 1_1 �, ` ��, O w r- _9�� 1'�5 - - z-ji �-- L111,,.... ,._ _ c� o - �124 SF 5306 O �n �v I - ,n I J ...._..__.....,,,..1• DEVELOPMENT DATA BRG BEARING NF NEAR FACE ...,_,,,,,,,,,,,,,,,,,,,, L_�.>� I " L o. 2 �n;F 30°,6� F _' °° ��-�,a 7� i. \ \ - I J _ - - - - O - - J.. 4 Z6S - Z � X_ _ ANNEXATION: REQUIRED .. � �, 0 1 " ; co " , I F 6� -I PROPOSED ZONING: R-8 p CENTER LINE OP ; OVERHEAD POWER m `n1 7114 SF 1 I 5306 '� I �: 20 80 240 CURRENT ZONING: RUT CLR € CLEAR OPP. OPPOSITE Ix Z (/) a _..................._.,_,.,.,,._..,._..,,,,,.,..,_,,,,,,„ a1- D tfi 3 712 SF... . a O Z I 12 71 0 TOTAL LOTS........ . L � JI ,.. 0 40 160 �- -� v O PROPERTY LINE_:.. ............ L� 0.17 EG EDGE OF GRAVEL P/L , R N a I - - - ; O „ BUILDABLE LOTS................................64 _.._........................__.............., a - - - - - SCALE: 1 = 80 Ac a _ - "V_ 13 1 \ TOTAL AREA 16 61 Ix to ;�....„. , \ \ \\ EL .,...,ELEVATION PC,,,,E,,.POINT OF CURVE O 7103 SF I �' ?=`5306 SF i RIGHT OF WAY AREA.........................3.10 AC ............., ,,,,.,,.,.,,,,,,,,,,,,.,,,,,,,,,,,,,..,,,,,.....,.._,,.,.,,..,,.,,, ..... ......._..._...__.,._.._..._..._...__._........................., U - ® 'rs I O tz56 5T .\ 1.:,,.,. I 722 sF I" t� > % a � 0.16 -- � I L 0,12 J (I 0.12 1I'll �, MINIMUM LOT SIZE ..........................5,220 SQFT. p W W �, tftol � 0.17 EP ` EDGE OF PAVEMENT PI PRESSURE IRRIGATION o - - ' L_ GROSS LOTS PER ACRE...................3.85/AC ,...,,.....,....,.,,,._._,.._ _____.. _....._..,.....__..._......_...__....__....__.................., W o c 3 I I ,,,,_12 " `\ ( NET LOTS PER ACRE........................4.74/AC FF FINISHED FLOOR PT POINT OF TANGENT�.,.. 1- 1 L i ,r,I6960 SF I ,� I; 5206 SF1 n15206 SF..,,.„..,.�„..,,„ 1 �' SFI AVERAGE BUILDABLE LOT AREA.........6,663 SQFT. 0 0:16 E - ' j \ i 0.12 FG FINISHED GRADE RT RIGHT rn \` _ J 0.12 , REQUIRED QUALIFIED OPEN SPAC ......72,387 SQFT. (10.00%) 0 QUALIFIED OPEN SPACE SHOWN..........132 086 SQFT. 18.26% _ 9 - - - Q ) „ . I li _ �.` FL ................_...,.,.,.,.,_.,,._.,.,....,,,,,,,,.....,..,... .,.,.. ,,..,.,,,,,.,,,,,,..,.,.,,,,....,.,.,,,,,,,,...................., -17131 SF R 7., � . "� 2�S 320 SIT �5320 :,,., ?•� I1. I= 2 S FLOW LINE S SANITARY SEWER c ,,,,, 01 .� ' �> 0.12 '� 293 S FS FINISHED SURFACE SD : STORM DRAIN oI = _ _ 0.11 0.17 _.___._________________________ __„_,_ _..._____........__..._____.__.______.._.__.__...__ _ ._ - - •- > v v., ., vv G.B. : GRADE BREAK STA.'._.STATION _ _._.,.,.,.,, .. o ,,,.. -a _ \11 - _LL EXISTING BUILDING AND �A�.H:N� 'I. } FOUNDATION TO BE GRAVITY IRRIGATION TBC TOP BACK CURB m o »�XISTLNG 1wILDLNG....AN ,,,:,:_._ ... „ , - IRR Z a� FOUNDATION TO BE REMOVED AND DISPOSED _...................... ., ....,,...,,.,.,,,.,,.,,,,...,,,,,,,,,....,............,..,.....„_, ,_ „_ ca I REMOVED A PUS°EU OF OFF-SITE INV. ; INVERT TEL TELEPHONE UTILITY N a I OF OFF-SITE .__________._____________ __________ ___________._........____.._._. W��.,��_.,,.,_,.m,,,,,,,,. __.___ c0 _... H „� LT LEFT TYP. TYPICAL.,_,,,,,,,,,,,,,,,,,,,,,_._...,,.,,,,,,,,,,,,, N �, M 'I � ME I MATCH EXISTING W WATER O S.28 S.27 H61 THIS DOCUMENT IS THE PROPERTY OF LEAVITT & ASSOCIATES MJ MECHANICAL JOINT Z ,,,,,,,,,,,,,__,,,,,,,,._.,,,,,,,, _..__.__.,,,,,,,.,_,,,,, SITE PLAN ENGINEERS, INC AND THE DESIGN AND IDEAS WITHIN ARE NOT BEGIN VERTICAL END VERTICAL SCALE: Sheet Number: BVCS EVCS p 5.33 5.34 : VE STATION CURVE STATION m TO BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT CUR,._.__._...__._...,.____...._______._________ _.,__,._,_._____.,..,._._.,.__.__.. ,���_80'CP&F N0. SCALE: 1"=80' OF LEAVITT & ASSOCIATES ENGINEERS, INC. BEGIN VERTICAL END VERTICAL H 2015-079245 BVCE CURVE ELEVATION EVCE' CURVE ELEVATION