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'. �' _ . ,� : - a,.. �::'::: ''.' ::'':::. - I �' 1 s - �� = I g cn . I 1. n. II /; o 11 y II It II 1I1Ir 1-I II - .•-•., •.-••,•• O. . . .- ­ .�'--.- 4,. .�,. * .*(--.­ :. .- .. .-.'A* *... -*. ,. ..A ..- - -./-- , ." ..-/- -.,. .... , - . - -- .., -*.**....".. .-/-.* 1., ** .-, ... . /-A*-.4 . .- ... *. .-. --. * . - .,-,--. .I * - .-..'�,.... . ...i.- .-*., .,...'.*--..-.*. .:.- '.,I'1....I* -- . -,- ** ..'* ... .*. � - -. . .*,...., - ......... .- -- -'-S O O �. �,. , .. : • • . • •'.� :. a :;5:.:so N-- 2 \ I .. m.. . 1 \ j. / I , :.. 111 ./ ,7 I. /! . • . // t \ i n :'r� I 11 g 1:'.. . /. %jam � Y / 1 :' :', I ;< , . . '' '•' ':::• : '':'.•:: . :'.. '.: . '.', ::... 4. 1 . . . . . • . �\\ �. . :.':: . ITY' Q! 'REN(ON 'aOUTH'L.A' I I . . ,'. , - 4- . . , •:: •:.: '. - INT 44+88.02 PARK AVE. N :: �' // \ - :'. ,iQS1ilNGTON'. {?OADYYA'?':: • . • . :� I. ��•.••.'•.••'.'•:: r :-•::'•::::;::', .:; :: •'.; ::'I 68+14.92 LOGAN AVE. 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', ....,., ,.-*. .--. . . .-. . ,,'-. , - .'*.* .... . .. *.-, , ,.-.. . .-.-...-.... ,'.'.... ..,-�. ...'. ,I . .-L.I . .g.- .-'.- . . . -. ,.A,," . .*..� .. . .-. ** . . .., .' ,.. .. ,' I. . . - ,,-- .. *.,..... . ..' -1 . . .. . -- , I- '. ' :% � B I y ®0 60� . -- - . n . ��'� L �` / Q -'.. :: /. ;,:: 29 SEE ARCH/TECTURE PLANS FOR a \\ . , � Q.', •:: ENTRY MONUMENT DESIGN so � ..' .. . . :. '' 1 y :• ,.. y -. 1 '' :/:. a� I �. 1 ,: i ` TALLE . A .'PAR . or • �� SDMH L-28, TYPE 11-54" `' o, ::'CIT9''S S TIf'•LAR :wASNfNGT"©!d TOP 28.89 1:..ROOF P00/UM :.% \. Ii. ,.. .. .. , •. 1I �' ." 1E 1. lI ' Elx►- RR T12 2 83 N SEfPO bi1rA Y MPROVE M' ,p oJE . , �_ .: ' • .: ✓// r . DRAINAGE CONNECTION = 24" 30"GONG lE 21.8E IN -NE / / / ( ) :''.: ., .. 82 L T /" 18+04 91, 49 '' 30 "GONG IE 21.83 OUT NW :. .. / ( ) - I I � i / 15 TrPE 1I-48" /., 6. ! ^ to ", 1 :'.....••.•••.••'••'•'',• '' 2 / CB 17 TYPE Il 48" \ .' .7 :' : :. 1 . , . , 71+19.85, 76.58 RT :. 1 /.: ,:. / i� • : ' : ' 18+04.90 40.98 L T �,.. ;''':' .:'::;'''..' �. .''. ' ..' .' ..''.' ..'. '.. TOP 30.40 `f' .,I' r 6" lE 25.12 TOP 32.20 I I ,! / / 10 -6 :-.`�ii•'.'. '.:: •: ;; :. •:;:::;::;:::::'.'..... :'.:•:::::;''':::: ''';::'.-'•'.;::::•:; :'.'''•'. :;':'.;-. ...,'* --, .:::;'•..12 '. .. 1 : •• :. ...: '. .... . •. ' • 68 • ' �i l a 1. 00X ®1. ODD 5' WIDE PUBLIC SIDEWALK TO I 1 i'.. i / an. cn. - ;' MEANDER AROUND LOADING ZONE :'' ��$ .. Q .: ''. ''::'::; ':' ::''::'''':: ''':::' W •. FOOTING 'tl- / EASEMENT WKL BE REQUIRED �''� - DRAINAGE CONNECTION 75 t • • . � . 7f+19.75, 86.50' RT I \ ::-1•'.•'•'-' .•'••.:',.,-,.;:::::; '::a�:... ..; .....:••.::.-., . .'. " 17+60.52 34.68 LT / ,; I ' : S . N. • '• : • • : ; • :: '• : --w • . .. . , i - BEG/N 2: 1 TAPER OF CURB I i '.::::''.:::'.. *.. .N':: ..:::: ... ... ..••'• ;:'.'':::•::•,::•,•••:',.*-. . ... .... . 1FOOLING DRAINS TD -''--r48"."-'.'_7-••;'.,•.., .. m., .,•.� . .., •n ,^•''.',•••..••...••..: ( I.,'I. ! ' 2� '� BE PUMPED R8-3A MODIFIED SIGN { �, L'S 16 TYPE 11-48 ) v,. o a 0,' ' / j . .1L . . , DOUBLE HEADED ARROW •'.''':: ,:: , .;:..; • .: .::. , . , ..; ..: . � ..;:,:: .: . , .. W l 71+08.71, 76.52 RT °� - TOP 28.50 .••.: ..' :' ::' ..- :' , . . . . - 6" iE .. � 25.0 :'. •' ' • • * .' 'W-' : i 12" IE 22.18 (IN, OUT) ..' / ``��''�� 1 a DRIVEWAY APPROACH � I I i :::••'.'*:'.:', T ':;':••':•' / / ROOF PODIUM t. :: . ' S�.. ..:., '. • : : • . • • . • :: - • . 1 / PER CITY OF RENTON �'• :St?- '-- .: '• . '.. :1' •• • : • : ; - :: ' :: ::: .:: .: `�' TRANSFORMER TIP DRAINAGE CONNECTION S1D. D TL. AND SECTION I _ ' w ' '' ' SCHEMA TIC ONLY 71 +08.71, 86.52 RT PER SHEET 7 j \ / \' ' • 7. \ � 12" lE 22.22 ,� R7-6 MODIFIED SIGN I :' ....�' : .1 / . I 1 SINGLE HEADED ARROW - POINTING LEFT \ g I . • '. \ \ I . NII 8' WIDE PUBLIC SIDEWALK TO �-,'I ' ' ':: • i ' MEANDER AROUND LOADING ZONE :::': : • I / EASEMENT WILL BE REQU/RED C ) I N 1tI N 1 1 V, j{ ! TIE INTO EXISTING CONC. SIDEWALK, CURB AND GUTTER TOP 27.91 10" 1E 25.63 4'-10" D.I. O 0. 75% CONNECT TO EX. CB CB 4'7440 BRIDGE DRAIN? TOP 27.99 10"CMP ELBOW lE 25.6f(OUT-E) (!N-W) (CONTRACTOR TO VERIFY INVERT PRIOR TO CONSTRUCTING ROOF/ PODIUM DRAINAGE CONNECTION) REPLACE GRATE W/ SOLID LOCKING LID 17+90.51 23.45' LT END 2: 1 TAPER OF OF CURB CENTERLINE OF DRIVEWAY SDMH #7464 TOP 28.63 24 "CONC lE 21.92 (IN-E) 54"CONC lE 20.67 (IN-S) 5411CONC IE 20.67 (OUT-N) -SD- -- ---Q._ -SD -SD- 75+9424, 2.3.16- L 1 TOP 28.15 6" lE 26.57 5 =6" D.I. ® 0.80% CONNECT TO EX. CB CB /T7352 TOP 28.23 6"CONC /E 26.53 (OUT-E) (IN-W) REPLACE GRATE SCALE: 1" = 30' 0 15 30 60 "�!!!� .1 . V. . . . . - I : -....... ,,'''. J CONC. SIDEWALK PER W/ SOLID LOCKING LID � 11 • :63 .:. • • LANDSCAPE PLANS BY _ I'. ' I: ` ''. TRIAD ASSOCIATES (TYP) _ I 1 15+75.25, 23.79' LT 1 ! SINGLE HEADED ARROW 1 �wq � . �'. -�� BEGIN 2: 1 TAPER I'• ' ' Fy . I UNIT PAVERS PER POINTING RIGHT s�� - I OF CURB Im.1 ; ,� '-1, .. ' ':: LANDSCAPE PLANS BY �, 1 A. : g • • , :' TRIAD ASSOCIATES (TYP) I 1 I• .• '. • . •:�. - ry , 16+ 04. 97 34. 64' LT END 2: 1 TAPER I ` I i 1 Sp': . '.', I CB !P-25 OF CURB N . I TOP 26.05 0. k� � I 8" lE 23.95 (OUT-W) I l ::� : EX. FIRE HYDRANT n t = WIDEN GARDEN AVE. N I �':.'i 1 TO BE RELOCATED s' S 1 BY 4 II .. rry.; ., •.: •.;' 12" SEWER STUB II I .+(A - , so�-(I �� (BU/LT W/ PHASE 1 IMPROVEMENTS) I { t 'I 11 ,- .I 12"lE 18.79 I I : :.: :�.: (AS DESIGNED, CONTRACTOR TOI 1 *3+215015 I q ,' : ; •I'.: I AS -BUILT PRIOR TO INSTALLING.. . , { h I.:ti.. I .I BUILDING SEWER) I 0 I I I. I SDMH 7579 & 7580 I f'' R7-6 MODIFIED SIGN TOP 30.94 & 30.90 1 1,, J 1 1 SINGLE HEADED ARROW 12'PVC W �' I k; ::: ' ' ' �::: ' I /CAPPED STANDPIPE W SDMH 7581 TO BE REMOVED r, �Y' , ' . • ' � POINTING RIGHT EAST WALL IE 25.20 I: • .. .. . :. •:::I... I 12'PVC W/ STANDPIPE I I. TOP 30.87 I; , 10+87.95, 22.50' L T SEE WEST WA TER PLAN TO BE REMOVED : Q.'. END 2: 1 TAPER OF WEST WALL lE 23.44 Q �;. TO BE REMOVED L:;:::; ::;:'.: : ::;%:' CURB AND GUTTER SHEET 5 " BOTTOM OF STRUCTURE 20.34 I i 24"GONG IE 20.94 (OUT-E) SEE ROAD SECTIONS ON SHEET 7. 1 G 4 ' PLAN'7TNG '. ' .: I 1.DEPRESSED CURB (1/4 LIP) �' PLUG 24 OUTLET TO THE EAST 11+09.95, 22.50' LT U, II ;. I :; ::: :: ' BY: oTHE. :.a STA 12+14.91 TO 12+55.85 I. f . w BEGIN 2: 1 TAPER OF / ' , • - ' ' '. -I: '. 1 CURB AND GUTTER (INSTALLED W/ PHASE 1) o S I RIGHT TURN POCKET AND LOADING ., ti .. �. -; -•.: -:... �` . � .., .. - ... , • I. S>t'E EAST WA TER PLAN, SDMN 1 • . N : : :'I ..':: / I l l l l l l 1 1 / l l C/1l'Cr K rn oc oc..n�irn 11 �L�_ I 11 1 TOP 28.7779 ZONE SUBJECT TO AN AGREEMENT I f ff \ I;` :..... r...: 1 ..... , . �. ...1 . i > 1I _ •o w ;. I I I .. . .,I .. I I , .I - I � , I 1: .....� ... ...... � - - , , , V : - � I -,1 , .� , , .:.. .1I1,11, I . I . I .111, .1. I . VI .,, -I . I I : � I , t � . &, ti, . ..: . \. I::..: . I 1. ,... . .1 .... ,... I. : : »�... ROAD A IMPROVEMENTS SOUTH 11 I - ' 1 :''.::;'::;': l m .. ... . .. /. �,.,. ,,,:4.iIi:i. ,� ' .: l *.. /N AND OF HERE lNCLUD G CURB I .... I :.. :: \' GUTTER) TO BE INSTALLED AS V, .! ,' / o : • ' - . - . 1 : .. .... f .. . .-.� PART OF PHASE 1 c� I' ' I f .... ..-:..-�., 1 . .'.. . . �. .,. ,­...*. I,: ., . .- :%::.::.:::':::::' _ .... . - .,:.�i��.�. .. �I.II,/ ,,,:- j1 1 .. - .. - I o' *. �.I� .. .- .- 4---:�.I .. ...1�i � . ..,'.. .� .1% �. ./ .��I /-1- /I I. ,.. Il I *. ., "! . .�... ... . ..... ... ... ..,.. ...*- ..�,�., �I .... ���...-. i .*, , 11I I .. . /� � 7 ' N 2 .1,"! -. .' . -.,. /I/ . 24"CONC 1E 22.99 (IN-W) 54 "CONC /E 20.43 (IN-S) 54"CONC /E 20.44 (OUT-N) SIDEWALK, CURB AND GUTTER BETWEEN THE CITY OF RENTON AND FAIRFIELD "7r-"'n"f-£'- -.... �. _..._.�. _�< . _ _ CAUTION LOCATION OF EXIS77NG UTILILIES .SHOWN IS APPROX/MA 7E AND MAY NOT BE ACCURA 7E OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY LOCA 770N OF U71U71ES PRIOR TO PROCEEDING WITH CO►IVS7RUC710N. YOU MUST CALL 1-800-424-5555 NOT LESS THAN 2 FULL BUSINESS DAYS BEFORE BEGINNING EXCA VA 71ON WHERE ANY UNDERGROUND U71LI77ES MAY BE LOCA 7ED. FAILURE TO DO SO COULD MEAN BEARING SUBSTANTIAL REPAIR COS7S CITY OF RENTON Approved by: 2&���Ie Approved by: Approved by: Approved by: Date: ! /�7 Date: Date: Date: Z Q �111- J Z) Q Z Q Q Q M0 / TRIAD ASSOCIATE S 12112 115th Ave. NE Kirkland, WA 98034-6929 425.821.8448 425.821.3481 fax 800.488.0756 toll free www.tHadassoc.com 0 J J J Q Z N 1i,W Q Z 1*1dal , ''0 v, Iq CO W "4 Q Qc zz Q Q. 111�4- QZ Q LIL 0 ' Z 0) S ze O w cc 0 V o �' < m < < m 2 � an � In VI N A s a Q W w Q N Y Q 5 t2 W P lov o . W W \ 2 2 N O Q i z c Lc Lc I m a 4 4 4 ii = E Q = "� z N E Z N n DA ND ROBERTSON, PLS PROJECT MANAGER R06ERT WALLIS� PLS PROJECT SURVEYOR SHERI MURATA, PE PROJECT ENGINEER DENISE LIF77N, ASLA PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 4118107 SCALE: HORIZ.: 1 "=30' VHRT.: N/A EXPIRES: 11/12/Qci STAMP NOT VALID UNLESS SIGNED AND DATED IJOB NO. 06-225 I SHEET NO. 5 7 OF 'm m Y � t:� to d b w o. 7 0 0 4 o Z cn It �C aw - ul C b- R-3QSDS W-3aasol Q 2008 TRIAD ASSOCIATES