|
g
<br /> _ o / • ;4r%.
<br /> §' r:6 .,;.);/'- '1.t
<br /> � /Y• R,')iArrin$/ :(611;• ,,,,
<br /> ".
<br /> „,„:„,;,---. /.. .'1,,,../,,,,,,,,,,.;.....,,,;,:.,-F , �
<br /> // � '; ^ss / ,:•1'•'%. /.Z% / r /
<br /> Li
<br /> •• I /
<br /> ,,,,,,,-.10.--„,.': /// /iy' � 'i %r ',.,:.i-. •-'
<br /> ; s >+ d. / i./ />,. �5 'r .4 ,vim
<br /> N Lll
<br /> rrr `6 s ;, /,,. //; O //•, �` '' �r' ,,Y� �' r/,, ✓ :;: , 'j.'Q,
<br /> zH„ � S y:: _.r a; .` ;./r.; /...6 ,a�/a ,,,' <' s,'<'.,. y ,r, ,Nn�� i, y,/,//r % ''''i''.0.../ .✓r
<br /> 'r �i.,.;,/ .,%k�,. �$ I;. £x�//,�„�i _%;�' ,>;: ,<.:::: rT; s, /rYs;•r , ' /ii' / / §"' ///'',/.: //y,
<br /> 1- J (� �..•�.✓ iii. �, ,✓„ ,r •,;,,.,A."-4;,,..:-A.;-7,,:4 - �. /r T' *. .o a .� . r.
<br /> to
<br /> '=;:/ .�;w, / /; •vi .:,:� ,,;':/•./ ,:/, ,r is rr ;:,, '. , ,y.,.iYy� • � a, �
<br /> )\() I 'RD ji \I
<br /> F Ili a � 6 , ,,6� r :' 4/i ; � :/ rr� /, v > ., �s .,.,. ,.''''',%', -
<br /> «: r i'41;‘,,044.•
<br /> ,m: ,//r, a"y, /✓ ,A „�`;ham /
<br /> Dui . ,y ,/.;5, // ,fry/ % ./ , ,.. ./,, a ', !i' %h ,�' / y
<br /> ,c,,,t0
<br /> O O N �� / ,rr5'r 9 /: ;� ,`�:r �!/, /x,, 'SS,:-.',? y 7...T:'::'::/:•1,‘. Y r //��
<br /> t7 r- � / H. f »" % mss � • ;:��.�. �;� � �/r �• �,
<br /> Qrt pt. LL Z %�,�s` v' r/. rr,: ,,, . /i �sa/i/ y,.✓✓ H v / / • d / //,
<br /> 1,11
<br /> �N W i�� H„ ...,,,,v?,
<br /> Y:/i •,/ ..:•
<br /> , "' i • „;��'�. :.: ,o>��i/ .v,--.41:4%,
<br /> ; `� mt r -sem, hi; �
<br /> ()66/11/4/6
<br /> O � /. /l:�H, c. /�r/y yi //fir, ✓ //i,.�,�h ,:./ a •.x,> , /,r � /' / , „ ;' W
<br /> z� , •,,,•-
<br /> ' ',',..,,/
<br /> �- / '/�'� / %-1,4%,%4„
<br /> :�,�:v /c .::./:...,,..:
<br /> :.i '',....:44t041.;.43:,,
<br /> Cr/./%/ ,Y ,,yv/,�, / I/:�.,0,"%::;%:-...'‘k
<br /> / �s'" /i Y/H h'," i / /
<br /> /
<br /> W� - �(0 H�(,''',',?.;,*%,,,.,;4:,-,,d;•4
<br /> ,/..r, rs 'ii" � '.r,,,y, � �9, ::::;';'''''%''',.,..-A''4":. 4...
<br /> //,//i,, ,r_ /, ,; � ,.$. .5� G; i�. ..'H%m � r•,� %,//o/ /%/ /. 1. �x og
<br /> .4 >-- - fin so.. . , � 9r � y i.,�/,r,• y' ::;�,.,." s' .-,,,,,,',',->/;,5,
<br /> r,y r i.;.3, ri i �'/ / i: /a a.
<br /> 0 �� Q
<br /> '''.'/-N
<br /> „y, :✓ �.:.. ✓ ./,g�,/ :::�'y�/, ;:i•� „r/.. -.4.„,:,;,k'.'
<br /> / 4: xe f5,• � '.;% x ri' ,Y1m;
<br /> 0
<br /> Cl- .,. I
<br /> Q� N N er; r, / s�� ryD� ! .F ''/�� � / r ,r �:. � 70.0'1.',440"'"::::-./,
<br /> �, ��: / O
<br /> aQ Z �✓ �r, Gig' a. '// ,�� /�r,` i r i �/��y, sc %may "az � iii , y ,��:',>r : te.;! O
<br /> W Z cA "'w / GfrG ./ y ice' Au s r ✓ c �k,i, / // �" i.'. H r„m err,/� / III IIIO
<br /> NIL � 0 '0,4:::244(
<br /> % gym ;9rr �� a 6l yeti s:� rr i ,. ll.1 (n
<br /> = Z �0 - / 6 y � / � � �s�"' /j Vii,.,a ,%�� / w r ; �% ,H/' /r6/x r <� /,
<br /> a O N N / i ,, ly, :/ ' � ar r a �,%: /: / y/ G/ns rYa" W
<br /> O- f_'_- LL Z qg,�9 %•f, 'r, " �Na� //,1 i :.%,:;''.:.s.,: e2i ✓/i • /, ,.<
<br /> � Sfa in '� „�a .r/�%"i /�xz/sr< /�� �� �:?, ///, 7� �, h , r/ /, ri � co
<br /> W ) %d O / /<% 4� /y 'N•/".:1".'1.%4
<br /> ""/x ,, ! 'Bl /:..lea , W
<br /> Z � n Z- �)'.5% c;,.§',,'.„.'/•'•••.'w,..„
<br /> ?"' %� ,$/ /.�i�. :i:/ Yr ,v% / �l� /%.:z /ld,,4,'.;J'� %,',-:` / , ��'YY ,'% / / ,?j /�'� "4 ,'m,
<br /> n Q z- � � :'� ''ice /'�,: ' ,r,// .F��• :; r ,� / ;x<• 'F G• fir, / /�6' / ��i s>
<br /> Iii
<br /> 74.0.4,'''''n 9/'. .fir, B.,:','5-4...m..:;/1S A � y ;Y 9 / ,:,.;.w .sv ',M, ,,.-,.,..,,,,
<br /> r ..',-;*.'•/%,•:,.1‘1011.:
<br /> /; '..*;z4:57,.', v% ri Y
<br /> C; c)
<br /> •� - �- A; %�� �s,�.. sem,: / ,,5� ,,,/% '//i, i / /�zt. ,r / a. �,
<br /> • = Q S IK= w �,. y r e�i %c , /i,/ /o, / '',"".,';:,...,::.:11,„ .
<br /> ,:.' ' vi./ O
<br /> W n NIL f- N ta
<br /> e¢r �//�9 r/� y ,rr W.0-,e .�,• 6,/,r rs .a� cr, /�/,. v, / '"� ":.it."' . •'r .b'�f,Fic„P / -
<br /> 1 lh %//:: b.,,./ s>,� ; 6< y H ,,5 a/ y / ,„ / ' /, w., a /rw°
<br /> - n WQuid) w fvh� � ," :�z>>. .�.:, /iru �,l!//// a:: rG�jsS �i; r, ,� s�� r '
<br /> k NI
<br /> _ a n //j y, s• ./ ,, •�/ : 'y �• 5-x.9 16.m' �s.�'
<br /> `iii, sr //r''-//////��� 'f it a ,/r', ru .y%9 �F 7"` :/y, /„'';xi ,,.,_ \
<br /> - S 6rrJi./cr :: y,.< .41'
<br /> , y /r . g 1/ s., O
<br /> 14_00=
<br /> �N Z IL �,cB// . ',% -/':6 ,-,4,,,,,,o,:-.5,..i• /�. •,.//,i Y, r H H;;. / ,9i%'` //.•.. i i;;W 4 0
<br /> 4.1
<br /> W U- J LL ;. �y , 6v' K �� a' a,,, STOCK 11_E
<br /> CO
<br /> CO
<br /> O W ,, r H '.hij ar s ✓ ,�/i�, /.:. /� H,/... ,�,'> ,,/ ,,,,yrr v Z
<br /> = to H -1 ,; ,.:dr; ,"jr /,%f6', a' / r /r /, s $ar. 00,1 :.„:,Aft;,,,;..,,,,,: l
<br /> ./,:// '/ // ./y, ,.: r ' ts `e4 /, :%./: ' `fir, '• „f .�//HaNf-- Q r� ,r.. .r , .:/, 'c'„l,r :.. .. B 5 •i. ,/ s ? ?/�r_ W � Z ,/ .y� .H.. S;a�, �• c l�x,�i; ���, / /, �>k•r ✓i // " �� V• 0Q O s/.. �: // .� �i G> /,; /` ,; �, �' ,//!c,, � � / a •? y � 51LT FENCEr3 QrN= - � '>~r ':,i' ' :/� s�. � ,. � < `�`` % /fiz/, , rs'�•-� ,,i 'i 6 -N W1- r � .. .; � ,'>a>`Ss;,, ✓//� /� h��. .0 , ' ;1: f i";� <',w,/r a Hac. Gfi .: <. � Q� W WN # , � � moi � .3.i r : r • , 6e /r/ 4 ?�, H / r // �,,�+�, ��,-s; ,/,r, ,'k, . II � \
<br /> Q Z n 3= l- 1 Q O >� s � �/„ �, • v /��`�r`"�,'�/ ., � '� y'�" :r / %' ''...;...7.7.:',. - -
<br /> "1 J Id - 'air/, 'ys/• ,4 ,/0„..„..„,..;.:, ,,££ ",' ,,,, ,:.:� ,: . ,. $,"-,k: �• ,r/;�-/ i' ssy �'"•,'.",%.
<br /> ./; vu.r� �
<br /> l'�W #- k- _ .,t, _ / ./ is .,� .4,:g �„ ASK. fi, , s� r :, r',✓ 1,,/ / ,< v! � r, s; "rr•%,/ -___:.s_.
<br /> - � IEuII
<br /> (r
<br /> ((��// .,. Hr ,, /;y� ,`i .:,,;� �„ ' n.,t i _ , /�%.,.rr�. / . /F %,' Yyry%,'.f -- \ 11M'
<br /> 01
<br /> 1L. lL ., X , :.:ti
<br /> rr //iy : ..:::::::,..V.-4
<br /> . »,;5/, ✓/" ..., '4>r :,,// .� ' '. r ../// / // // :r � tl i/k,. �-
<br /> II: n N ,y •r i.r, 4a ,,a /,�:r/QHS /X?'; �,,; '`� .-
<br /> Wz Qti
<br /> 1/
<br /> to O �H ad /i/ / m/ r/; k,Hw l �! 1 W
<br /> 11.1 rry .F e., „ mi, i `,'/�', ;'�" ///i/', ,, r � n ;r v r' 4/11P.:'
<br /> /',
<br /> O <., � � . :c ..: >: ,.� //,„ :> ,,:,. ,, ,, ` /.. /- �. ,m�40.<;. H ,// � srr,�� WATER LINE
<br /> N 13 0 to )- / ,,i;,00,.. � ,: � !,. ,,,..,..„..,,,,,i,,,:,.„:.,:. ✓ «->u r BB.:.<:,/�'', ,rr '� 1 " uz »•��' III O
<br /> Z 1- 5 s l,/ '3e, ':; � s.:'rs:f rq t.; H ; / „i q,/ / ..%/. 3s'':iy dH '' Y3`:.'sem i' :� �1
<br /> <
<br /> l) w viii' r r i u y
<br /> r /,s � /,5 ye H '£' //
<br /> jTr�� n Z �k"%5�£,� ..x/ .:� ! ,x ,i� / �F ...e........„,.....,..,
<br /> � -y-/i r •, ...'X+, »: s.,'z y f O
<br /> V ,
<br /> -f� �� U �%yy ...6 «°6 is� r/ . .�• r r ': , �"v!., _, r/ r /r ;� u
<br /> _ � , ,.moi � , :.;» ,. ,. / . �l.•� , / *:;•;/%:::.":K.,*':'
<br /> ,. �, ,,. c� /�- �' 106TH SEWER LINE
<br /> U �f--
<br /> ...,0..,;#P.:, � /„ ,>a,.< .. !. / /, , ;e , ti _ x / STREET +�
<br /> 111 :.. .t' /iy.z N., ;> >�.' . ,oc " '',.3%0". , / r, / ,,...; yx •,./r/.„/,, �' '�ivo:y/ f/< V
<br /> W Z O n ,•aV''•••:" ,/
<br /> U q // .. ; •ka y � STORM LI E
<br /> 1- N "/h s r.,.y a, :.;, ::y' /r r/ /. ,. / /. ;;. H% /r, f, // rdr
<br /> W Z :.< ,, ,':_�,. / r, a / , < / r. ,/.r ��:: ,-'r'r ,•�, �� ,, .yx r,,�'� ,,�' / h /; (
<br /> 7 U < i,�'.-.: ., ,:::% s. s ,�ij< d ., s,v',,. :H4• ,o:: , S,/ a` /' 'n;<. ,%_" �r �.a
<br /> Q W ai> %;, .,, ;:,yr, ➢3' _ir.,,.. f/'G,,..,.r/ /. y:/, s. �.� .:/
<br /> � � ,,;:_r. ,.,.< ,. , / // ;...; ..,,, ..... , ,.::, h /..... ,•; ,H /.,...//;/.. � �. � x• � S k V.V •-tW _ O b ,,. ,,, , r,./ t "•ii, r,.x. . ,. ". :r, <, f/i / ,,.; „, .< , ,'� " "« ./r v'///,. ,� '': nn ,,.x..m.:., ... ,,,,/r, i/ ,.:o, _. ._ti .,.r.,.n ., ._r �' ,.: .,..H,.. ,.,., :/ , ..5�/ .r ,.,,. dr/ /�{ ,.:„r. .�/"T� w;�y 5,,, %. �"�'.:.: ;i.v-h �h/,.. //,. ,... ,?s .� 3;. /�,,i ,,,'� �':/ ! Y SG8�2�'41N S N Z . . u< „ :', �, /..,/ •„�% a�,. tir,, /,<.a � � / • x » /t y � a �' ; � Ill.��'//6 / r, /�'/i i. '''''1.1/*.
<br /> /, r, r/ G /, ,/ .Yr/r �. 4.. .� D`'' J N0 // ..'::::'.:::,././..`„4. :;.!:%.•
<br /> • i/ i l r 2Rszz ,> 17-
<br /> ,,,.e+ rfi/,i ,< /,/,✓•.-.„.7. ..%,../ / /G.::../ . .:,,. / _._ /.:. r <, via;, "'! V" /^�
<br /> 111 Z /, s., / f r (/) LL \
<br /> .fig:,.. r, rr ,: ri, .i ,, i:./„ ,....r / ri,. H• o ,i .�✓... X
<br /> w
<br /> i H 3aJ< G s,",
<br /> 1 Q /,,/ / a, H/ (.'..:.•.r4.., x
<br /> r
<br /> r / ?r O rn
<br /> W
<br /> 1"..h;,,«m,,,,, ._� ,/ r, :. r, 4,rr,,ao '-'7:4,. .
<br /> ,.. . :.. .... ..:. rrr / J-L/ �C
<br /> J N a .... ,... /''',,,,if
<br /> ..S/ .,,:...,.,. r / :.,r. / _ / „4 z;• ,. ,.%•.., G.. .,h/,. ,.;, .. e r c .,'/,...
<br /> W
<br /> tL Q .„ 1�' /,�..,,....rrr/ .i,.. ......�, .,y:/,,.'7:-', r/ .... /H .,. .. .,r.. / ..r,.r
<br /> CL• N
<br /> 14.
<br /> ✓. / r .v,.... H",',.. .. ,.. ! .: r // i.;„r •ri.., ir: h . y ,:,, N.. ,➢. /ru
<br /> J1'
<br /> imilim
<br /> w 3 �� /. q jqH r .`/\�`1L //J
<br /> n O U :.:,u .6E �/� . ,:i:'; r,yHydr➢ Tn% H : i 6r// 5.,. VC �1 Vl
<br /> W _N ,, r,
<br /> N O W it
<br /> „
<br /> 0
<br /> �
<br /> lL _ - 9P . 7 :. r r r e cr ,i>• r v ,< ,ni ,r . ,, r /.« +:41,410,:.',: :,,.::;:.:::
<br /> r r.%9'•
<br /> •
<br /> U ,.. ,w, :.:: ., ,.,,'.... ,:> / /, :>, 6, rrr:./ . / / ,;. y 4 I,-,,T,.,,,„. ,( / ..,., ,,,, ,. S�
<br /> •
<br /> �'"... 0:•%%.",
<br /> Hr .. / BL
<br /> wiz93 N n z N � ,,. . � . :? �n �/. , ,,, : / , ,,. • , .. - --- A-0
<br /> ter, �i, .,, r :...,,. � r ,.. H/ ¢ / , / / ,, .i ,. ��:.., .>... .,, ��
<br /> ,fr' ._._ %;';',,,.."' :..Y7-,;%''''.:
<br /> .,/, . r, „ ���..• /„ , ,. .,ir, ,rr�pr •..?
<br /> ,:„:„...41,x,,44 ......,.
<br /> _.Y:/f'. ,.. �. .,.., .6i ,1 r a.,...;r / ,.. .,. i. .fr .9 :h , ;,"%",","""
<br /> ,/ ///,r„ ': r/
<br /> .,u, ! �. /.. .... :>„r b ..rH ,. ....r ,..,... ,. ,. //, , � ,. ..... '.,-,.-.,.....,:5,5,:,..;;...
<br /> .. v'. ,-....,fin (� .........
<br /> 4.
<br /> :// .x£ .... .,.. ,,,,.:. ... //:.. , .. ...t-„•,, ,/, �.. >'r,.,. r. .., . ::%--;,1,..
<br /> :w . ,.... ,,...
<br /> I al
<br /> csi
<br /> in
<br /> 'nea
<br /> :DRIVEWAY~ ' x
<br /> LOT AREA •• �1
<br /> \ / ( �' 1�097 S F. •
<br /> X ( � I\ I
<br /> (FLAT LOT - NO SLOPE) •
<br /> •
<br /> \;„
<br /> IB
<br /> . 2.
<br /> .1.111111131
<br /> 0 : ........:. ....� e ? Z 0
<br /> raeoPos�D 1:)><':
<br /> =0' r w +I
<br /> SIN L� x 0
<br /> £RLTI1'::::: . FAMILY 0QL+•
<br /> m IP/N: 005340(d0(d3600 REIDENC `n a c)
<br /> x • : II...
<br /> • •• I o
<br /> ...
<br /> ............. .
<br /> .... ........ ............... . . .....
<br /> Q
<br /> JOINTS IN FILTER FABRIC S+-TALL BE SPLICED
<br /> x 25.0' c�
<br /> iiii
<br /> AT POSTS. USE STAPLES, WIRE RINGS, OR w SILT FENCE :. vyp .
<br /> •
<br /> c�i f'ATlO 4
<br /> i.
<br /> •
<br /> •
<br /> EQUIVALENT TO ATTACH FABRIC TO POSTS. 211x211 61 14 Ga. WIRE OR ` > t.qw ) I I L LL
<br /> EQUIVALENT, IF STANDA-� B • r
<br /> r I STRENCxT+-4 FABRIC USED `�I O O
<br /> I
<br /> •
<br /> PAT10 ' Q W
<br /> FILTER FABRIC ► ' x
<br /> 20'-m" BSBL 0=0'
<br /> L.
<br /> 0• 1
<br /> (13..'
<br /> / N
<br /> •
<br /> •
<br /> X X--- X -+ LO.
<br /> N W
<br /> iiii
<br /> X�"X- � Q Q co
<br /> �' ,\ 2.68 N W
<br /> 1 1/
<br /> FLOW�� _ S88'20'�ti"E 1151'
<br /> a I - -I = =1111-III „1111,�illllli„� -'
<br /> 1,;111;111,;1111 111_---,411,___T--.III IIII�IIllliillll�lllll�llli��llll;,III--111. .11,,...41___.-III-Ill ` C'•. _ _
<br /> o� +..., i=lillil-III z
<br /> co
<br /> -ct c0
<br /> ggilk
<br /> .__
<br /> ni
<br /> F AN
<br /> ,r ,
<br /> ,,
<br /> ._
<br /> ,/i
<br /> N
<br /> ' MAX. MINIMUM 4"x4" TRENGN
<br /> I I I BACKFILL TRENGN WIN
<br /> ,,,
<br /> _ _
<br /> 1 BUILDING HEIGHT CALCULATION: 0
<br /> NATIVE SOIL OR 314"-1.5" A 0 a
<br /> o
<br /> OJ o
<br /> POST SPAGfNG MAI' BE INCREASEp WASHED GRAVEL B = 0
<br /> iiii
<br /> TO 8' IF WIRE BACKING IS USED G = 01111 2
<br /> 2"x4" WOOD POSTS, STEEL FENGE D = 0 5�.r 500' / Im4' / 4 fcc._._�
<br /> POSTS, REBAR, OR EQUIVALENT + 0
<br /> In 0.1
<br /> NOTE: FILTER FABRIC FENCES SHALL BE F- 2 LI 1
<br /> INSTALLED ALONG CONTOUR WHENEVER POSSIBLE
<br /> mi
<br /> +-- gid
<br /> TOTAL pIViDED B�' 4 = 0 AVERAGE BASE ELEVATION o
<br /> + 28' MAX APPROVED IWn
<br /> PLANNING & COMMUNITY 0
<br /> MAXIMUM ELAVATfON ALLOWED = 28'
<br /> DEVE� T DEP In -, 9
<br /> PROPOSED BUILDING HEIGHT = 20.4' / 1.(0' BELOW DATE n1 0 CO
<br /> I I ALLOWANCE r --.41, `�
<br /> 1 NCZ IL
<br /> Q 461m
<br /> 5
<br /> 1 SCALE: = 20'-0"
<br /> BUILDING COVERAGE:
<br /> AS PER KING COUNTY ROAD STANDARDS, 14,09-1 S.F. TOTAL Lot Area
<br /> DRIVEWAYS SHALL BE PAYED TO THEO
<br /> EDGE 3,330 SF. BUILDING W/ O.H., CANT'S II
<br /> \5.1��iG ROPO ,��.• CONSTRUCTION I ENTRANCE T O�AVOID OF THE
<br /> 6x ���'• DAMAGING OF THE ROADWAY 3.330 S.F. TOTAL
<br /> el
<br /> • IT IS RECOMMENDED THAT THE o
<br /> ..''� IMPERVIOUS COVERAGE
<br /> h� �� ENTRANCE BE CROWNED SO THAT 23.02�o
<br /> R = 25' MIN. . t�Mite.•�,`� RUNOFF DRAINS OFF THE PAD
<br /> �r1`N�A�.��� s SLOPE SURFACE SHALL BE SMOOTH BEFORE
<br /> ♦�����,'`;=,���w'af�� O.
<br /> PLACEMENT FOR PROPER SOIL CONTACT (F THERE IS A BERM A7 THE
<br /> ���• ��`j�•��1�••��~� S7APLINCz PA77EF�1 AS PER TOP OF SLOPE,ANCHOR IMPERVIOUS SURFACE:
<br /> • �r►���j`r/;,��+�` y MANUFACTURER'S{COMMENDATIONS UPSLOPE OF THE BERM
<br /> ��1�s f`��� / 14,09 S.F. TOTAL Lot Arta
<br /> ��f�•���'i �I - 3,330 SF. BUILDING W/ O.N., CANT'S
<br /> ���'"I��,�aw�:= MIN.2" / -� .,III 1,2��o S.F. DRIVE WAl'
<br /> INSTALL DRIVEWAY CULVERT IF THERE � �p����„�,`� OVERLAP _I I�-
<br /> IS A ROADSIDE DITCH PRESENT, AS �:r AAd+fir ANCHOR IN 6"xb"MIN.TRENGN - -
<br /> PER KING COUNTY ROAD STANDARDS ������~������►�
<br /> ��� �,� I ,I�I AND STAPLE AT 12" INTERVALS
<br /> • •��'� � I=1 I � 4 606 S.F. TOTAL � MAXIMUM HEIGHT ALLOWED • 28.0' iF2
<br /> 4"-8" QUARRYSPALLS ,0.44111/146‘.117.14,\ �jII-I' MIN.6" OVERLAP � o \ \ e2(0.4' CA f-
<br /> �������•':,:••%' �� ��1�I1=I' 1 32.iv�ioIMPERVIOUS COVERACzE \ \ roP ofRooF ..�...,Ir•bj,, � I
<br /> �,,..;.�Y•. ,. I I y F2 w Q,
<br /> -44
<br /> GEOTEXTILE �_���j.����� _ ---
<br /> o�s;%' �� l iil-1 11=1 11==_ + STAPLE OVERLAPS p
<br /> ,� I II 111 11=1 I I-1 11=1 11=1 _ 1= M �' ��'"�
<br /> 12" MIN. THICKNESS-_ PROVIDE FULL WIDTH OF ,i I1 11=1 I I-III-I 1 1
<br /> Lo 0
<br /> BRING MATERIAL DOWN TO A LEVEL AREA,TURN PL.• UPPER FLOOR + 205' PL.® UPPER Fill-6'1°111R'
<br /> LOOR 205' \ o C <''
<br /> INGRESS/EGRESS AREA 7HE END UNDER 4" AND STAPLE AT 12" INT=RVALS
<br /> isi
<br /> DO N07 STRETCH BLANKETS/MAT7INGS TIGHT - \ ' _
<br /> ALLOW THE ROLLS TO MOLD TO ANY IRREGULARITIES f�_.� ��_` '--�- �� U cel
<br /> ....
<br /> FOR SLOPES LESS THAN 9N:IV,ROLLS LIME,FERTILIZE AND SEED BEFORE INSTALLATION e
<br /> mom
<br /> TYPE B ASPHALT PER SPEC. MAY BE PLACED IN HORIZONTAL STRIPS PLANTING OF SHRUBS,TREES,ETC.$HOULD OCCUR _
<br /> AFTER INSTALLATION PARCEL NUMBER: �_ , ..
<br /> TAMP EDGE IN STRAIGHT UNE ®45' _ -' cO 4
<br /> ANGLE AS SHOWN EXCEPT WHERE A.C.
<br /> PAVEMENT ABUTS BUILDINGS, EXISTING N e�� I - .
<br /> ROMME
<br /> PAVEMENT, Sl'RUCTURES, OR AS " �� �•
<br /> li
<br /> OTHERN95E NOTED ON PLANS. UPPER FLOOR® 11.5' ® �� _ _ !� UPPER FLOOR o 115'
<br /> SITE ADDRESS- PL.•GARAGE ® 105' 11
<br /> PL. MAIN FLOOR 10.5 \
<br /> ® g Q tY1
<br /> r_
<br /> .. .
<br /> ____
<br /> . ..
<br /> .,
<br /> 45^ • .����� �
<br /> ..x.11=�C=:11 X11 2122 10TH ST SW, - _ -
<br /> • IZ
<br /> •
<br /> m � �� �':, :T{ .`tea.,. _ _ _
<br /> - - _�I_ - EVERETT, WA 98204 =
<br /> ai
<br /> iS;LA0MiNv
<br /> fI-y4" MINUS CRUSHEDROCK „• • �AGGREGATE ORASNOTEDONPAVEMENTTHICKNESSAB Project #SOR63148;
<br /> SPECS. FORPEDESTRIANPATHTAXPAI'ER= a' -_ __ s 4�PACTSUBGRADE TO 95X Y i1:1:14z,',.,,,I.73:::-'12.....,_:7_,...m....LT:F-....
<br /> FOR VEHICLEACCESS ROAD 3• 6' PAUL'S REMODELINGLLG _�-. r -� MAJ>•L�LM ' z'
<br /> IDE STRUCNRAL FlLL AS REO'D. e - DE 0'o = o- 1 71 74
<br /> GAE SLAB s 0' I 0'
<br /> 0' \ \ \ FINISH GRADE
<br /> LEGAL DESCRIPTION: 2'
<br /> OLIVIA PARK DIV 3 BLK 000 D-00 - GAAP 120FT S OF NW 4 4' Sheet
<br /> COR TR 36 TH N TO NWGOR 5D TR THE 11-i.48FT TN S ALG A
<br /> LN PLT E BDA TR 3�o FOR 120FT TH W TO POB D ECE[]VE,..p SIT E
<br /> 0\� �\ I \ GAO -\D C(3�
<br /> EuILD. f� f +�'r
<br /> :, ,�.•. FEB 0 4 2019
<br /> CITY OF EVERETT
<br /> Permit Service
<br />
|