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O � ..°' N., O .. z I 00 0 CITY OF RENTON WASHINGTON Llj 1� EX. SSMH RIM° 427.48 < ♦ \� / - Y i ; INV =418.38 \ \ (8 "PVC -SW) r \ EX. CB \ I 0 5 10 20 -� I I V= 418.3; RIM= 427.04 6 PVC -SE \ !� INV= 424.04 (12"ADS -N) a INV= 424.04 (12 "ADS -� INV= 418.28 p_ ( I (8"PVC -N) I SCALE 1 20 a Z � r a I 1O SEE SIDE SEWER DETAILS SHEET 9 ` I� EX: CB I O - - 3 RIM= 427.39 LIJ r , - 2 SEE WATER DETAIL - SHEET 9 I INV- 423.59 J J I p (18 "CONC -N) O (� W INV =423.59 I EX. CB / g (18"CONC -E) O _ , RIM= 429.22 -i i i it / VI) / +. i i i rr, 1 1 I �\ INV= 423.47 - (12 ADS -N) - INV °423.47 (12 °ADS - ! s`5 r,, CITY OF RENTON CONTROL ,.: tayt }S•st�: #i;sfa�g4 °F FCr.��`i5i't,:;.... ��/ ry I :y�y CITY OF RENTON CONTROL MON. #716 ►a "I i ,. \ 5 "v ai i.":b .F! , S::y ff`ij`t r}. :.A t.:. /!'.r <..: , j �) \ 2,, FR . £ s a :rr f{ ,.I. °U 4 CYCLONE s E, r �e 3 . r tt, #�a a r . 9Fa,,tr $.'�7 rvt:. CLONE FENCE �\ / E FD BRASS DISK IN CASE - u�E''- .,.z.,., s:t,rrrc4t t `£,i'4 tirx XteS 5aa T. I. - �% , r nY :,x,r- f:•. ,6 -� THE INT. NE 19TH ST J �v; $CXk�' e. la.. }: {: to ,;4..'t t`J+..; `° '�~ A tC`t nlr, s?f,zf , VA T r .v r, r. r i r - r ., r, r, ., • e ..r, I to . ;,,, i.. t .. ,x, S + , N' -i.l7S \ \ t ? J r , lr , :,.:° NA • Y t, a. &UNION AVE NE \ I i I 1 It /t / Y, / _ i /1 l \A 1 1 Sf,✓s ?N Y i ♦ . .,- ..., ., ., t r. r -, -wc LE"r,; 2'`�'k:. ��' "a, i 5, p ak, t �'�t.<,(ir?'•x t} �a 4 A� _ d a „g San :c >t7, f ; tf �fi.:. r a ,� r' ws, r i xis, h4 tr , x�r'L"~ � r r�� .� +,.a ,r� ,� ��, � � H� �, ��t .>�. { .a.,r �r { ,, � r �?� N 188,279.2429 1 1 .:'1,.,. �, eyy .::.c. i r..t `�f. �} . F f.4,'C y r'NR f r ;: ug. ✓?. i ;r / [. s:k, .,,.4tt S# x....x s `Y •r- .,. ,�.t`'i .t3 rd ,,, , v t �,, r� a 3,ja H �U SE f 1,311,392.0458 : \i ' / � � pss. ,Y.} : r 1 Is ,rr a1.;' s',ls +�z rtC3n +, ,§ t> ��r' suv <dY�rr"Jn I taJ T 4. ; sU. r� :>rr. 3, rx �' i s :....... i.. , °s N ',t r, I x... X„ of ,5, $ :: r;, £F �•� '_ z1j r "v - U % � / ar�A i Fr tS 4 r��' - �' 1 t '� ?r, � ' p EL- 437.269. 18" SD +{ z tr RA -CONCRETE- EX. SSMHsx-� }' s� -- / i, ♦ �' . / RIM= 429.32 a .� CITY OF RENTON .CONTROL MON. #1838 „ " a n _ /,\ I INV= 418.72 (8 PVC -S){, + ^a S zz \ \ r \ c = " - y . f,�a : . , ,)+ 1 + FD 1 4 IRON ROD ON INV 418.62 (8 PVC NE) u t,n c ' . s #i 1 OO A CONC. POST MON IN CASE 0 THE INT. NE 24TH ST I 5, 10' DRAINAGE EASEMENT EX. CB ® - PROPOSED'�-- CONCRETE REC. NO. 200608 9000555 RIM= 429.56 " N 190,002.3825 1 E 41 0 INV= 422.26 18 CONC -S) SIDEWALK INV= 422.26 �18 "GONG -w! E 1,311,439.1127 EL= 456.6329 uj PROPOSED CURB /GUTTER rn i` SHED T J w V H CURB/GUTTER j f� MIN BE REM J EXISTING CURB/ R a m ,,, PROP WATER J BASIS OF BEARING = W I $,5 r, , ., ., r, r- r, SSf k�i' t F< J a2'• T t r, r, r. q ': METER LOCATION'¢ °) J `� p ; �f ,;,k } � ( � 'j' EL= 4Z % '� �_ t I , � < t t -, _ •� I t Y, It MONUMENTED CENTERLINE OF UNION AVENUE NE A w I EXISTING 5 rtty SIG J BEARING OF N01 °26'10 "E y m CONCRETE SIDEWALK u kf3 m ! J VARIAN E REQUESTED 0, , o f dL f FOR BS L 5, I , r �, r . T -F �- r, BENCHMARK: r� 1 11 \1F -1 f\ I i F °i 1 Yr v J ( � -8 {�r', �<a.%, � ry�S3 .Y( Y f ♦. £ V i L_ /-� 1 , L_ L/ )) i r, -- , .� � „ „ d } x�txa,���°:�r'" r , ��SL�� . _ � TOP 1 BRASS DISK SET IN CONCRETE MONUMENT IN �! I i i It )t / ;i !t -- � 1 ,��(47{/lt '.L ■tom , L_ fvv , , tS F CASE AT INTERSECTION OF EASTERLY PORTION OF NE iii � Y•,i �:�f��13 i� Ff %'iF 3�. _ _..�.. - ' 19TH STREET AND UNION AVENUE NE < . 10.75' i i�7TT ea .e . MIN FF I ELEVATION = 437.27 a� ul a s nr 4 r HOUSE d d, a _� J. I,a £r4fYS�4: r x1s , - `!. - et•trftt, a�Y'n` °".�. e - a d Q' � _ J DATUM - N � F.F. J t� - z CITY OF RENTON F r, r, r> r. w 1111, y w a a O Iltlt; .,; _I1 t ;� /r7G ELEV- 434.97 r uj w L ., ., l \¢ PYa GARAGE v O dM3 )y 41k p G Q f, w ron, E J o - F r L _ . ts� �^hs .^ 1 � rrf � s2�"i' �/ ,h a " J NAVD 88 , i "�5 fiF} _ a BE REMO D 07 J f �+ I J f fi r NNE a 2Q T EX. SDMH \ \� /) 6 X I>I�L.� Q J RIM= 434.61 10 DRAINAGE EASEMENT INV= 423.21 (12 "ADS -W) sl1xKX�xirY 1 a (REMOVE) HOUSE TO d 0L REC. NO. 20060829000555 II�.ix s3 s REMAIN J INV° 422.91 (12 "ADS -N) � x ��t � '����,�a��'hY -- Q e T INV= 422.91 (12 "ADS -E) -� �� � "��, �t �4��Yf _ LOT 1 °- . .a ad i�S;a {,its srxF t 1 d J 20' JOINT DRIVEWAY r F r-- EASEMENT REC: NO. N o J e 20000630002393 _ e " ^• I a r J J da `la� { a+ rr+ SSS -EX. CBilr 73 1l3�as fro ` a . d IE =421 PROPOSED J PROPOSED 5' RIM 434.60 r, a Y , �, RELOCA PR WATE R.O.W. CONCRETE d niiY fir °t >i �r Snt4: a ° d SID ALK j NV= 428.45 (12�ADS- E) SarYr ''44 �,� WATER : d •e / EX. CB METE LOC ON B ` r,. z _ (12 "ADS-W) a# r � r s , , ( ) � �(rr ri x5 r o Z � z o r„ r $t�'v V' �;�' ��; - ... METER � I ') APHALT RA RIM = 423.64 a ' ° INV= 419.89 (18-W) N W O 8 d sE `:s £f fr , ;,�rf 4 - 7' APPROX. LOC ON " QA z '� S a - a nr t, ,:at , ? „.t,f h q INV= 419.89 18 ADS -E II O z w x a P f- �! 5 ' A. ft,F4F OF EX. CB = a INV- 419.89 (18 "CONC -S �.�:» d ;a ''aJJv ga.`�ta�, M ski ,#a s:r.., at r,- f ,:. fl•. *pro b, r.,. a ) a .�® --• �® -• -- ®.�."5. # � .,� z��' ; 'r,� tf , _ L •�-� • . v. ;r � , � r , . t EX S Si,, � 1 e � < �vy� ,,. , rr ?tf1: ^..rra�n. i lz•.r. s,.._.._r >q�, .�.. ....n .fir <,_ ,,.r.,, � _- , .f i k,� {f ,. t:.. y.4 f .: � L .:1•xv. "h tt ,,.J%4r, e... { .r..• .,$S, c. , ,.:1 :! :. .F �- Fr -- - -• x 1 _• -�- ... s tC. IF Y -l5. • • - ,><a, ..7 d ,,,.t,, ,. +tr, f_- ,r. w wf r• --w-, 1 <. •a . n.}.r... , <a3.,.., t, T. ra . • ..n. . r. ^A xr ... ,. N ..."t. , f< f - ,£'i r „'k . , , . ., n gg�� i Y H'S Ili", 't, _ , , , ? 1 ... fie•• -- , k .. , .. d. r . � , �' _ 1...-1--M ............ i � V .. d 4 o r vc ., ax . ., ,. n_ �. .Mid., m 4•. r , .,- .. .. s ♦ , .4 .,. - fi . ref. , , ... u.. ,. t t, tl 1 ,Yi�l Yy. 1 5: to a t v .... F,..<}zd t<.,r _ <t! ,. r i rt :, .., .h. ort•, r. } -r,a;. ,>.1 r .'.n c. ., tf.. f S A- t �,4 .a. ?. s :, ". '.i t ,., ., 1• .�. ( 'o.: r _, V ,: .r ,r .. z .%z. ,: Y hr �r , < ... g { k . l'+., , •+ .. .,. .,... a .r G {' S , .. -si. .., .. rt.: � .. { i { N. 4 § .: , r _. -. � . Yr. .irr �'. Y" k .1•. 1 v .. r Y,>' F:m� i ..... .M1. EX. SSMH , i< v. F ,..,f a :. a F _> u, s , t',1.,A.r. ,�F .r• r:.,_, x. , sa 'rt�S , e y x �..1 ... a .. A' ,- � e i. ti e ., , P. •4 >• StF _v. 1. t ., .. L.SY. a .. t �. RIM 424.98 S .s. - -_- r' �:?..s .-V, ,1. •L••, }n. ,t -.. Y4'tiJH YNn �. d A ,r -.: S f.,.. n �. ( g¢ __ a f .. i. .,. ,. „ .. er. _.!v'i.. ,. , , ,r •{.. ,. ,,... ,, of x. ....: -.. ,. ,<.r,4A ,. , .. ,,, ,. Y�'.=r, ti � h � ( i y a r- r 1 � ,ir. 3. 7., ,v :.x u. ,rf t5 a,. � t a 1 •!':.< tom. ,� < r :r x s a �. 2 ff.1, .,(.'.n,. , 4 I ,.. ( < , f % . ,Yf i .x- .f.y r .., C. .., k4 �....i. ,.E ni, ,. 3., �. ,., of .... - �, > 0i } la1 $ 7 ») v} -�_ , k ,.. rm ,r t .. .! ..r., :tr .. �'. k f a . i., .. ..E r h £ - F. �. F5. � � AEI , ,. A , .. ,. ,. _,. , .. . z , r., ". ,. ,. !� INV 0. 3 42 3 8 PVC W ( ) ate. .i .,,. • ,,.r..r r�f z, Y i,1F ,. n f5"1 t ». , iu. ...0 ., P r..4 „ ., rre).i ,. ., -...,. f_ S',m . r• M . „ . Y, . ( § 7 '. -.,? � e �:.. , W. ,C . die' v.. v, n- R, : 4K - "a.. � z: ra, f- o,, , >. I.{,a S, .„ „ ,.A .:. :i. 1i t. j ,i � Y,a. >G. 7. r.i ll.L 34 Y• SoF &.. ♦'4 ,> .,4',a' , ..W ?`Ct.'. d. r.. -' ,. >...b , ,. .>,,..� fiat 1. :7 tp>,::�, &a ,•,f.. j.FC s �rf s �.3� yr3 2 v,�,,rS':ir, ,y. } a �2., Se.a" � .r�tip" x t7ti' �,, <v ' O 3 U x 7 xrL at �.x rn o o a EX. SSMH d RIM= 434.79 d ... d d a ry {5`` ".• - _ ® j ry IN V= 419.59 (8 °PVC -W) EX. CB � EXIST INV= 419.49 (8 "PVC -E) I EX. SSMH�� ., ., ... RIM= 427.37 } RIM = 434.49 I ,r/ \ INV= 419.39. (8 "PVC -N) INV = 422.12 (12"ADS -W) Q r "' INV= 419.84 (8 "PVC -S) INV= 422_.1.2 (12 "ADS -E) H Y® EX. CB INV= 419.79 (8 "PVC -E) ADJUST RIM GRADE EX. CB EXISTING RIM =423.471 no W ,�:`� / ` INV= 419.69 (8-W) TO NEW CURB ELEVATION RIM= 425.75 CURB /GUTTER INV= 420.77 (:lKCONC -) �! y . ; ry I F- Y .., N INV= 418.95 (18 "ADS -E) INV= 419:97 (18 ADS -W) $UP ca p =\ INV= 418.95 (18 "ADS -S) INV= 419.97 (18 "ADS -N EXISTING FIRE HYDRANT © 1:332 \ EXPIRES A E- 11332 ' THESE FLANS ARE "AS S!rWLTa® 1 Q AND THE INFORMATION SHOWN _ CD d- -- ACCURATELY REFLECTS EXISTING (EXP II cv q FIELD CON 11ONS AS OF THIS l f o WITH THIS PROJECT, STORMWATER DETENTION H AND WATER QUALITY CONTROLS ARE NOT v " i REQUIRED: W CHECKED FOR COMPLIANCE o TO CITY STANDARDS o y i i DATE o DATE ;I I ;I ! i m DATE :b /t � before you w o - WIL LIAM SHUP H PLS 113 o Fn N gl 1. THERE ARE NO SIGNIFICANT TREES ON SITE. Dj ' 2: BECAUSE THE INCREASE OF 100 -YEAR 1-s00- 424 -5555 o � RUNOFF WILL BE LESS THAN 0.5CFS, AND ® UNDERGROUND SERVICE (USA) BECAUSE THERE WILL BE LESS THAN 5,000 ,t*� ,� AVOID CUTTING UNDERGROUND SQUARE FEET OF NEW PAVING CONSTRUCTED 6mrmw UTILITY LINES. IT'S COSTLY f o WITH THIS PROJECT, STORMWATER DETENTION H AND WATER QUALITY CONTROLS ARE NOT v " i REQUIRED: W CHECKED FOR COMPLIANCE o TO CITY STANDARDS o y i i DATE o DATE ;I I ;I ! i