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HomeMy WebLinkAboutLUA99-059- large format any Se TO. ELEVATOR IF TH E 2213. T.O. PLAZA DECK {\ ee Calvin Jordam Associates, Inc. IT HA S BE E N RE D U C E D TO HA L F SI Z E . DO NO T RE F E R TO TH E AR C H I T E C T U R A L SC A L E ON TH E TH E S E DR A W I N G S HA V E BE E N PR I N T E D IN FU L L SI Z E AN D HA L F SI Z E . DR A W I N G TO U AR E LO O K I N G AT IS NO T PL E A S E US E AP P R O P R I A T E GR A P H I C SC A L E FO R AL L DI M E N S I O N S OF TH E IN D I V I D U A L DR A W I N G OR DE T A I L . DR A W I N G 24 » 36 " lit ie T.0. SLAB ARCHITECTURE URBAN PLANNING NORTH ELEVATION @ STAIRS . LANDSCAPE ARCHITECTURE 15049 NE BEL/RED RD {"s1IO'-@Q" /' baa! BELLEVUE, WA 98007 Fax (425) 643 4607 Tel (425) 643 3123 —Mail arche}) ol co Q@ »5 a) 20 FEET ee ee Co EXISTING CITY HALL ieee nt | | | i 3119' | T.O. ELEVATOR S NEW RAMP OPENING a — PLAZA LEVEL et My TO. RAMP @ PLAZA LEVEL 12363" PLAZA LEVEL NEW RAMP OPENING JAIL LEVEL 45.42° | > ‘ +13.42' 45.22 45.42 V JAIL LE SOUTH ELEVATION @ RAMP ! a smnenonseanee I"21D'-O" Q 5 ID 2@ FEET = Py NOTES: es —= i) ‘) (J) |. SEE SHEET All FOR DEMOLITION NOTES. NEW o , $ | | 3 : | : PARKING RAMP LJ | | | | = | i | | | | EXISTING CITY OS i - | | | HALL TO. ELEVATOR ' I : \ o i ra | : | | | \ DEMOLITION PLAN NOTES: 1055 SOUTH GRADY WAY \ i | | | | ‘ ee RENTON, WASHINGTON ; ; | o : , nee | <> EXISTING PARKING GARAGE TO REMAIN. > NEW 48" CAST-IN-PLACE CONCRETE Pe Ac i : oO O28 PLAZA DECK \ PLANTER. SEE DETAIL - (SO) ac <> NEW ELEVATOR TOWER. SEE SHEETS - 4514452 "4 nol os = oy NEW CAST-IN- PLACE CONCRETE STAIR W/ > LINE OF EXISTING GRADE ra W/ 2" STONE COPING. SEE DETAIL - BO EE a i od aby, STAIR & RAMP <> NEW CAST-IN-PLACE CONCRETE STAIRS <> LINE OF NEW GRADE RSE ote Bera ELEVATIONS = a a) 7 COPING W/ ORNAMENTAL BALL ¢ BASE. SEE SHEET XX FOR LANDSCAPING PLAN. % O22 SEE DETAILS - SRN x TO, GRADE x] x x] x DATE x ° CIDACI EY ris aoe m > NEW 48" CAST-IN-PLACE CONCRETE WALL. < f > NEW #32" CAST-IN-PLACE CONCRETE BARRIER. BRE EY: rep) W/ 2" STONE COPING. SEE DETAIL - TYPICAL AT ALL RAMP EDGES. SEE DETAIL - es CONTRACT 908 A4 1 oe COPYRIGHT 1929 e > SOUTH ELEVATION @ STAIRS acne CJA, INC = A ms aisle <2 EXISTING 4'x4' WALL FAN OPENING TO REMAIN. od a i"=1D'-O : 2... * ID 22 FEET DEVELOPMENT PLANNING Sit 40529 3 CITY OF RENTON APR 13 1999 REVIEW SET 60 O/, RECEIVED PL A N O L "G A R A G E RA M P ba TR XR E F : XS I T R 1 2 . D W G . D W G pera alan atk c. XS U R . D W G . D W G __ La v e r T Q8 3 2 6 E R O 04 / 0 8 / 9 9 " ek . . ae te d : fo s seis 8 ost ee ae eas QS I O N CO N T R O L PL A N ER De p t . | Ad m i Z Fs $ GRAPHIC SCALE 60. i PS, 120 Wo r k s mi n i <a bl i c i sc eranten LE anwwonereeneryyeee eee ee ee ‘ “Soe & “DASHED LINE INDICATES LIMITS Pe isa EARING fu) CB agit coy, or ee bests y é es 3 : bets sasitagenh ON t ‘ a Nig et : sa b t g a s s t i i a c o s o m e n e * se a n n a d d f n g Re o dm s a n e t B e s i n aa n to b e e Bu d d e n an i / #4 ‘P u de s t i n PE s , tu b e INSTALL EROSION PROTECTION _. |-AT EXISTING CATCH BASIN PER » | DETAIL SHEET C4 (TYPICAL) by eae OE BS INSTALL FILTER-FABRIC FENCE PER DETAIL SHEET C4 (TYP) INSTALL. EROSION PROTECTION - AT EXISTING CATCH BASIN PER DETAIL SHEET C4. (TYPICAL) WELLS AVENUE SOUTH CONSTRUCTION SEQUENCE: — 1. ATTEND PRECONSTRUCTION MEETING. 2. INSTALL FILTER FABRIC FENCE, CB PROTECTION, age Z AND OTHER ESC MEASURES AS INDICATED ON ss | - pee cee | THE EROSION CONTROL PLAN. 3) | . , 3. . INSTALL TEMPORARY CONSTRUCTION ENTRANCE(S). q Bo bes - 4 INSTALL NEW UTILITIES AND STORM DRAINAGE i ee & STRUCTURES AS REQUIRED, 2 oe a a ae 5. CONSTRUCT NEW BUILDING(S). ie Ge | ~ 6. FINAL GRADE AND PAVE SITE. me i re 7, LANDSCAPE OR HYDROSEED ALL EXPOSED AREAS. << : ; ath , Uo Sie 8, CLEAN STORM DRAINAGE SYSTEM (DO. NOT FLUSH) aaemaaa | pe rae ATER VEGETATION HAS BEEN ESTABLISHED. : : faa) 9. REMOVE ALL EROSION CONTROL MEASURES WHEN 28 pais ENTIRE SITE IS STABILIZED. ee Get ee GAGE. PIN ANSPECTION. DASHED LINE INDICATES LIMITS OF CLEARING (TYP) PL A N TE R PE A N TE R Va l 4 . NOTE: ALL EXISTING TOPOGRAPHIC INFORMATION SHOWN HEREON WAS TAKEN FROM A SURVEY ee oy ee PREPARED BY RINGEL & ASSOCIATES, JOB No. CJQ98038, DATED 11-24-98. BUSH, ROED & = fs & HITCHINGS, INC., ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR COMPLETENESS OF “| }a@ f° THAT EXISTING INFORMATION. THE CONTRACTOR SHALL VERIFY, AS FIRST ORDER OF CONSTRUC— as ere, ee TION THE HORIZONTAL AND. VERTICAL LOCATIONS OF ALL CRITICAL POINTS OF CONNECTION AND Ae Se Eee ae IMMEDIATELY NOTIFY THE OWNER AND/OR ENGINEER OF ANY SIGNIFICANT DISCREPENCY WHICH ee es ae WOULD PREVENT THE CONSTRUCTION OF THAT DEPICTED HEREON. ee ee | : me ‘inoR AVE EAST. Us JF \B8526 KORO. Owe” 3 x CI T Y OF RE N T O N GR A D I N G PL A N NE W PA R K I N G GA R A G E RA M P PA P E R SP A C E : PL O T SC A L E : z fe) fe © = oa Z F= mz ti ag Ad m i n i s t r a t o r oe * CI T Y OF RE N T O N Pl a n n i n g / B u i l d i n g / P u b l i c Wo r k s De p t . PL O T DA T E : Gr e g g Zi m m e r m a n P VE R T I C A L : NA V D 19 8 3 HO R I Z O N T A L : NA D 19 8 3 / 1 9 9 1 1” = 2 0 ' ON E IN C H [a T FU R L SC A L E iF NO T ON E IN C H SC A L E AC C O R D I N G L Y RG G AP P R | Pr o v e n : XR E F S ; XS U R . D W G . D W G XR E F ; XS I T R 1 2 . 0 W G . O W G DA T E BY Ot o RE V I S I O N 98 3 2 6 . 0 0 GR A D I N G PL A N NE W PA R K I N G GA R A G E RA M P Pl o t t e d : 04 / 0 8 / 9 9 14 : 0 8 LA Y E R S E T : 98 3 2 6 G R D FI L E N A M E : GRAPHIC SCALE 20 40 (IN FEET ) 1 inch = 20 ft. > See i o> (A V M H O I H _ N O S N 3 8 ) H L A O S 3N N 3 A V . N I V 33.29 \33.24 S476 8 34.76 SLOPES NOT TO EXCEED 1.75 TO 1 (TYPICAL) NOTE: ALL EXISTING TOPOGRAPHIC INFORMATION SHOWN HEREON WAS TAKEN FROM A SURVEY PREPARED BY RINGEL & ASSOCIATES, JOB No. CJ98038, DATED 11-24-98. BUSH, ROED & & HITCHINGS, INC., ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR COMPLETENESS OF THAT EXISTING INFORMATION. THE CONTRACTOR SHALL VERIFY, AS FIRST ORDER OF CONSTRUC— TION THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL CRITICAL POINTS OF CONNECTION AND IMMEDIATELY NOTIFY THE OWNER AND/OR ENGINEER OF ANY SIGNIFICANT DISCREPENCY WHICH WOULD PREVENT THE CONSTRUCTION OF THAT DEPICTED HEREON. "77K 895844” W 93.70" N 834547" W SIDE SLOPES NOT TO EXCEED 1.75 TO 1 (TYPICAL). - 95844” W 983526.00 BUSH, ROED & HITCHINGS, INC. CIVIL ENGINEERS & LAND SURVEYORS Bim AG ET Sane ats on ~—800— ab102— 4615 - FAX# (206) 323-7135 E-MAIL: INFO@BRHINC.COM CHECKED FOR COMPLIANCE | TO CITY STANDARDS: Date ae _ Date ea U: \98326\XGRD.DWG - Qh 4-054 TO EROSION |/SEDIMEN TATION | THE PERM "PROPOSED GRADE. OVER ee. OF PIPE “MID— LEVEL _PARKING EN NTRY ‘ pu p a Oe Ba r EO I N o o 2 Ec P . E . , A d m i n i s t r a "RENTON DI ' APPROVED PLANS WILL REQUIRE WRITT OF RENTON DEPARTMENT OF PUBLIC WORKS. os 4. THE CONTRAG ( ENGINEER, | FOR RIGID PIPE (CONCRETE AND IRON). | a ae oe ae or TYPE 2 Pu LACED. FOUR (4) INC ‘COMPACTED TO NINETY=FIVE PERCENT MAXIMUM coat HALL PROVIDE THE CITY. OF “RENTON wit AN _ AS+BUILT DRAWING OF THE STORM DRAINAGE SYSTEM, THE SA SEWER SYSTEM, THE WATER SYSTEM AND THE SITE GRADING WHI HAS BEEN STAMPED AND ‘SIGNED: BY A LICENSED PROFESSIONAL — ; BEDDING SHALL BE PER APWA STANDARD PLAN NO. ‘B-18c, CLAS $ BEDDING MATERIAL SHALL BE. TYPE | PLACED FROM FOUR (4) INCHES BELOW PIPE TO ~ . SPRINGLINE FOR PIPES TWENTY~SEVEN (27) “SMALLER AND FROM SIX (6) INCHES BELOW TO SPRINGLINE FOR THIRTY (30) INCHES DIAMETER AND LARGER. BEDDING S Sky “ED BY HAND IN-SIX (6) INCH LAYERS AND COMPACTED BS Aes NINETY=FIVE, (95) PERCENT MAXIMUM DENSITY. a 6 BEDDING SHALL BE PER APWA STANDARD PLAN NO. B-186, ¢ ie - LEXIBLE PIPE (CMP OR PLA Oe pene ING MATE INCHES DIAMETER A oF COVER IN PAVED AREAS. re ATER. TIGHT CONNECTING BA D: 2 oN PLAN) SHALL BE PE > APWA st NDARD PLA “WITH RING AND _ OR FRAME AND GRATE (AS: STATED ON, SEAM. TYPE 1 CATCr ee BE APWA STANDARD PLAN B-1 W "APWA [ STAI : , METAL’ FRAME AND GRATE. TYPE IL CATC! PWA PLAN B-ta WH APWA aes uate PLAB 6 OF PIPE. ZONE. 10 BOTTOM OF” IES vex ron gs FIFTEEN GENERAL NOTES . AND 2 SPECIFICATIONS: 4. ALL WORK MATERIALS SHALL BE IN CONFORMANCE \ WTH THE “STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTLiT ¥: ae See. ia AND THE LATEST EDITION. OF THE WSDOT/APWA — ey Ss S.A SET O APPROVED PLANS: SHA baby STREET + RIGHT-OF-WAY SHALL BE ON WEEKDAYS UNLESS OTHERWISE - 335— 635. A . ‘APPROVED BY THE DEPARTMENT OF PUBLIC WORKS Ss ADVANCE. THE POLICE EPARTMENT, FIRE. DEPARTMENT, ANE SHALL BE NOTIFIED 24 HOURS: Lae ADVANCE. _ : TRUE AND CORRE HE CONTRAGOH SA ‘AS ey: ANCE. FOR UTILITY LOCATE CALL 48-HOUR Loca ORS, WHENEVER ConSTRUCTION is iN “PROGRESS. Be DATUM. ‘SHALL BE CITY OF RENTON, Ui S.C. AND: 6S," 10.. ALL. DISTURBED AREAS SHALL BE. SEEDED AND MULCHED OR OTHERWISE STABILIZED TO: THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON-SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. . 11. WHERE NEW PAVING MUST MATCH EXISTING PAVING, APPLY A seat COAT ea 2. PROPER SEALING.” 12. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95% MAXIMUM DRY DENSITY MOET PROCTOR. P heveL aPaienty PLANNI ING _ CITYOF RENTON — APR 13 1999 RECEIVED © + 98326. 00. "BUSH, ROED & HITCHINGS, ANC. OME. ENGINEERS & LAND SURVEYORS Rh MINOR. — 2 4 (308, ) 325-4144 Or | eas fae | _BRH ee oer on Pete ey! Syst RaeS « eeu A ie tae To ip tence eee eres ss —_—— CONIFER TREES NO T 1 ' dF TH E AT E GR A P H I C } { } DO NO T RE F E R TO TH E IZ E . A R C H I T E C T U R A L S C A L E O N TH E LL SI Z E AN D HA L F SI Z E . RA W I N G YO U AR E LO O K I N G AT N Di 24 ! x 36 " , IT HA S BE E N RE D U C E D TO EA S E US E AP P R O P R SC A L E FO R AL L DI M E N S I O N S OF TH E “D R A W I N G IN D I V I D U A L DR A W I N G OR DE T A I L . TH E S E DR A W I N G S HA V E BE E N PR I N T E D HA L F S URBAN PLANNID _ LANDSCAPE ARCHIT 15049 NE BEL/RED Rl BELLEVUE, WA 98007 Fax (425) 643 4607 Tel (425) 64 E-Mail archeja@aol. com vA Ne NEW CONCRETE — WALKWAY J 1055 SOUTH GRADY W. DECIDUOUS TREES LANDSCAPE DECIDUOUS TREES GRASS FLAN NEW CONCRETE WALKWAY LOWER PLAZA ban" eae Msl@ SHRUBS CONIFER TREES ~NEW +42" WALL @ 2 ID 22 FEET PLANT LIST AMOUNT BOTANICAL NAME COMMON NAME SIZE tees REMARKS CONCRETE ee ee e SMeuBS ~ CONIFER TREES a GROUND COVER DECIDUOUS TREES EVERGREEN DECIDUOUS TREES SHRUBS - of YI ™ nS 4 omer asics \ eee oe - | TK a) ; | ma \ | wN (\ Qi. ) Ut i Z/O WW ? ee | oh uw (b+ te - I if ub ia! i 1 e z l0O Te Ho My Var | Min? MoV YOY ts Wu O7WMoYs aqatih ayy TITWMNOxEV% Q Oe ing eT a wo ad () 4 ¥4 1040 q3 , at AO | qty ie iy (y D 4 wOodas () 5 () Y ig Min sayy tt s wige® “Onoum <4 §) : 2 cu. a 3 wir 2 ioou ds ye Ye da V¥O 1g P7VatTZE OAD &, Ye, hy On 4, 4 Pp % Vr A JS 9 7 % LaF Ca ~ & 6 Oi &9 {\ shh) Calvin Jordan Associates, linc. ARCHITECTURE URBAN PLANNING LANDSCAPE ARCHITECTURE 15049 NE BEL/RED RD BELLEVUE, WA 98007 Fax (425) 643 4607 Tel (425) 643 3123 E-Mail arche ja@aol com KEY INDEX NEW PARKING RAMP 1055 SOUTH GRADY WAY RENTON, WASHINGTON __ ? LANDSCAPE. PLAN LOWER PLAZA — DATE ©3-10-2993 SHEET = L1.2 DRAWN SG CONTRACT 9808 COPYRIGHT 1939 CHK CJA, INC 4A-949-039 IF TH E AS PART OF STREET IMPROVEMENT 7 ) au, ce ae Serres CO ee ea a kee PROJECT BY WASHINGTON STATE. ‘ WORE IN. THIB vacceat NOT IN SOI 2 te E a see i = i | ; é Q A v = ON is = [N.SoON 5 H ao * wa x 23 Associa tes, ql ID U A L DR A W I N G OR DE T A I L . PL E A S E US E AP P R O P R I A T E GR A P H I C SC A L E FO R AL L DI M E N S I O N S OF TH E DR A W I N G YO U AR E LO O K I N G AT iS NO T 24 " x 36 " IT HA S BE E N RE D U C E D TO HA L F SI Z E . DO NO T RE F E R TO TH E AR C H I T E C T U R A L SC A L E ON TH E N PU L L SI Z E AN D HA L F SI Z E . “T H E S E DR A W I N G S HA V E BE E N PR I N T E D IN D I V eras © URBAN PLANNING LANDSCAPE ARCHITE 15049 NE peL/nep RD 13 0 ' - o " vo i c i ps o a s 2' - O " | 19 ' - O " ¢ , pe e t e s e 32 0 - 0 " 3" emery PREPARE AND clean EXISTING OPENING LEDGE TO ACCEPT MORTAR. CUT BLOCKS is AS REQUIRED TG Piel. EXHAUST ‘ REFER TO SHEET CPN AE SECM BT EROS A ROME BNL ATED LOCATIONS AS SHOWN. FOR ~ ba AN THIS AREA CONNECTION INTO EXISTING WALL, SEE DETAIL - OUTSIDE EDGE OF CONCRETE WALL PROVIDE NEW 6" EXTRUDED ~ FOR NEW STAIRS CONCRETE CURB AND GUTTER ™ ASSEMBLY. CURB AND GUTTER TO MATCH EXISTING. REPLACE ASPHALT ROAD SURFACE 24" BEYOND GUTTER ASPHALT SURFACE TO MATCH EXISTING. ITO SHEET — ENLARGED se | hy | | i | i 12 2 - i5 3 4 " W (9 2 412'=4* i oa a 3 t24'-@" | | SUE ELAN a) 15 y ©@ FEET “pg ms lO arg N 69 3 SITE PLAN NOTES KEY: NOTES: Pee ee : canoe ESAS Lee ea ; LOCATIONS OF EXISTING UNDERGROUND UTILITIES AND SEU RELOCATED STREET LIGHT => <8> NEW CUR _ SEE DETAIL MUST BE VERIFIED PRIOR TO CONSTRUCTION. CONTRACTC war i Bey ne | ae N ; BE RESPONSIBLE FOR ALL DAMAGES TO EXISTING UNDE OG et: ee | pea ree a _ UTILITY AND SEWAGE LINES. REFER TO SHEET A@! FOR TE iT EXISTING STREET LIGHT aerate & J CONCRETE SIDEWALK, SEE DETA! bs LOCATIONS OF EXISTING SITE CONDITIONS. 24" x 74" CONCRETE PAVERS oe SEE DETAIL if REFER TO ENLARGED PLANS FOR DETAILS AND DIMENSION INDICATED ON THIS SHEET. scyuihice Sua baamamina sere ei NEW CONCRETE SURFACE. NEW CONCRETE TO BE LEVEL : WITH ADJACENT SURFACE 48-0" HIGH NEW CHAIN LINK FENCE WITH GATE micas og hy : 3. «SEE LANDSCAPE PLAN FOR LOCATION OF NEw TREES ety a EE Er RENE SE : ane ; gee GRASS AREA. SEED BAR AS AS REQUIRED | ot : REFER TO ELECTRICAL PLANS FOR LOCATIONS OF NEW Lice EXISTING AGPHALT SURFACE APPROXIMATE FINISH GRADE AT LOWER LEVEL PLAZA TO BE <3. oo | : : a : REFER TO CiVIL DRAWINGS FOR DRAINAGE INFORMATION. — er. ag | LANDSCAPED AREA - IDSCAPE PLANS te wae FINISHED GRADE AT BASE OF STAIRS TO BE 3400" aoe eee es fd: {ee ates : . Bee » NEW CONCRETE CURB AND GUTTER. NEW aa ee ee Re ag epee . ae . DIMENSIONS SHOWN BETWEEN EXISTING SURFACES ARE DE . ; ASPHALT ROAD SURFACE BEYOND GUTTER si | DRAWN sc _ @" EXTRUDED CONCRETE CURB. SEE DETAIL | } cant | Sie "+" ACTUAL DIMENSIONS MAY VARY ACCORDING TO EXISTII ne : a OS ey ae . | conrract aaee ee : ; i > DIMENSIONS SHOWN WITH "+" PROVIDED FOR INFORMATIONAL eta : Beh ek a : ee so , COrrasiier 1939 XISTING CATCH BASIN, | ; YING: EXISTING CONCRETE SURFACE OO o © © ol l ase: eg As seh RLINc EXISTING FIRE HYDRANT, (| re ve A & oe: : 9 —— K 2 uw 210 Q i i> Zz ey Ly \ £7) he q Yr ~(yt as ‘ —~ al Te ee Qutb! wo y r? re - 1U07 05” Ae ane Zz re \ , _— z — a aaa Huidar owas ; mdzAyvyZoaHls i, : Ne Sarat eae wy OF WHO we mit MO ZPD r\ . Y4otw, OYE ‘ cat MOos5ra A LEVEL ts wext9o ate a nm * ae oe OSES TSE, Calvin Jordan = ‘i + at quPe Page Associates, inc. A°DgNmd ytd . AZ QO OO w IW 4 3 i Gen, es | 3 : ——— ——— —— N Sq XH T= — q | lf Wy aypo4dy | | PZH0AT4Z0 00 | ARCHITECTURE URBAN PLANNING ANDSCAPE ARCHITECTURE 15049 NE BEL/RED RD BELLEVUE, WA 98007 | | — EXISTING PARKING Fax (425) 643 4607 Tel (425) 643 3123 E-Maik archeja@aolcom C= a hE 28 LA GNT BVT ae LANDSCAPE PLAN — ggrone Lan | KEY INDEX @ RAMP rag ae @ > ID 20 FEET PARKING RAMF AMOUNT BOTANICAL NAME COMMON NAME SIZE TYPE REMARKS 1055 SOUTH GRADY WA RENTON, WASHINGTON Veiilinianicn cid ikaesihiioaiansniinbaineoat RAMP LANDSCAPE PLA DATE 2-11-92 SHEET SCALE) AS SHOWN DRAWN SG/ML gd CONTRACT S8@2e re e a N O COPYRIGHT 1993 CHK CJA, INC Sk-49 097 j X. ON I N N V ic ii N e t t ai t fe d : ee e ce r a ao e Ei SH A V E B TH E S E DR A W I N G | as L 2@ FEET A 3113" se gaa : TO. ELEVATOR EXISTING CITY HALL oe OUTH ELEVATI¢ NOTES: ie Wo ELEVATOR SEE SHEET All FOR DEMOLITION NOTES. ZA DECK DEMOLITION PLAN NOTES: NEW ELEVATOR TOWER SEE SHEETS - A51«4 ¥ EXISTING PARKING GARAGE TO REMAIN, NEW 48" CAST-IN-PLACE CONCRETE PLANTER. SEE DETAIL - (S<\ NEW CAST-IN- PLACE CONCRETE STAIR W/ — LINE OF EXISTING GRADE W/ 2" STONE COPING. SEE DETAIL - eee NEW CAST-IN-PLA = CONCRETE STAIRS NE OF NEW GRADE BEYOND. SEE DETAIL - (oS COPING W/ ORNAM! ve SEE SHEET xxx FOR LANDSCAPING PLAN. SEE DETAILS - / A in Ba ae : W/-2" STONE COPING. SEE DETAIL... : BELLEVUE, WA Fax (425) 643 4607 Tel (425) 643 3) E-Mail heje@aoi.co H DATE x | SCALE 1-10" | DRAWN MEL | CONTRACT 9208 | COPYRIGHT 1999 CHK DAC CJA, INC Ve" sl'-O" nage ee | Fe WV oo ELEVATION SITE L AN EXISTING SIDEWALK —/ XX AS ES ee aa (\ 9 y Pu, 210 Sw OO © © 8 Oo eS US SS hme UUme Ue mL Le peony te fu bw we A) 6 +484'-O" rf areas ‘ ws ut 4 ci ‘ Hn t u 1 " 1 a ' ny ' " Mit —_ Q INDICATED AREA TO BE MODIFIED t20'-@" ‘ +273'-@" +28'-@O" +28'-+-O" +28'-O" +28'-@" +28'-2" +238'-@" +28'-O" 228'-@" +28'-@" +28 ' -@2" #28 -@ +28 -@ +20 -@ » 22 -@ 22 -@ 22 -@ 22 -@ a = ¥ v in 6 v ci 6 AS PART OF STREET IMPROVEMENT Ua oz Oes PROJECT BY WASHINGTON STATE. 4q 70" 4 Yor WORK IN THIS AREA NOT IN CONTRACT. I | | | | | | | a2 ws a 9 Qe : a 197 45 Gi . | MAIN; AVENUE SOUTH) (BENSON HIGHWAY? Sasiodak s Calvin Jordan re & | | eipitigo SUP 2 By Associates, Inc. moa sean once AY SNS Ly ve S O1°21'52" 58992’ ma] PE wi hy - ia ce Cpa) Se Pe €-) C+) NG Cy er, fs) -) € f. : . 2, : (: = ae ~ GC) ARCHITECTURE sige oo oe © ODO eS © { C) = “ (4) URBAN PLANNING Be ai Pet a Q LANDSCAPE ARCHITECTURE Se | a r 9 yi, { {| eas we | 42H o a = (8) 15049 NE BEL/RED RD o /) DEMOLITION i BELLEVUE, WA 98007 : PLAZA LE x Fax (425) 643 4607 Tel (425) 643 3123 SHEE | 9 E-Mail arehcja@aol.com 9 ENLARGED o Q sy ? een o iz a ( c) — \ : Se TOE oF RamPY REMOVE <——— BXISTING PARKING =| PEMBANKMENT Q ,2'-o* PERPLAN pemove PER PLAN GARAGE a REMOVE | Se () PER PLAN | Q - ce ! EXISTING ROAD ISTING CURB \ acre NGS ; SURFACE AND GUTTER EXISTING CONCRETE ep USL AMIE CEE 1 se F €) SIDEWALK ps Gee MLE Q aia AAG it Se, o ; | : ries ty re OF, hee SIDEWALI. CURE €.. 77 We OD : ©) ‘ : uoy 44 AG J i | y GUTTER DEMO. "XE yy : 4 ae re PANEL —"—--1-() DEMOLITION @ : | @ © 12 INCH REMOVE PAINTED ACCESS i Oe Ee é L; GRE SHEET © td A Q ® iS oe AISLE AND INTERNATIONAL Al2 FOR ENLARGED INS ae | SAWCUT EXISTING CONCRETE HANDICAP SYMBOL AS SHOUN KSEE DETAIL DRAWING | | a 9) ‘AENEAN RREUIR: | WALL AS SHOWN. BOTTOM OF THIS SHEET “ | - OPENING TO BE FLUSH WITH (10) Seer iy as be PLAZA LEVEL DECK ALL = CETL ae ke CH) | EXPOSED STEEL REINFORCEMENTS ri TO BE GROUND FLUSH | | | ’ 4 Stal ©) 39'-3" | | Pe a ca OT Q) t 74 +) | | | S / / Q ee i | | ees 7 aye SLAB / wae r ns ae | ALIGN SAWCUT WITH EXISTING - | = i ge oe San } ' PLAZA LEVEL le pant Se IE int — + poe OPENING © / os os RA . € 7 EXISTING PARKING GARAGE Q iA a = tenet SO Reelae EXHAUST OPENINGS, TYPICAL t{'-6" . ee Be Gee Go. ete pe eee * - (wy) TOP OF SLAB oe a 0 KEY INDEX JAIL LEVEL « EXISTING CONCRETE PARKING GARAGE 6 = % oe : TREE / —— Gos. are ee, a ace BX S) / | | SAWCUT AND REMOVE EXISTING —. : sani a ecctin nr Benne CONCRETE SIDEWALK AS SHOUNX > S / | | REMOVE ADJACENT EXISTING \. * @) 2'-O" CURB AND GUTTER SAWCUT AND . TOP OF SLAB / / REMOVE EXISTING ROAD SURFACE | 24" BEYOND GUTTER Q ++-@ Q | PARTIAL DEMOLITION DEMO ¢ EXCAVATION Bee Sh age A Bear PARKING RAMP ne Q | GUTTER TO BE REMOVED / '‘N . a sie aad EXISTING ROAD SURFACE x N s 1055 SOUTH GRADY WAY DEMOLITION PLAN NOTES KEY: NOTES: tg ay ileal | woe RENTON, WASHINGTON SPSS ae cs : \ | CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE SITE TO THOROUGHLY FAMILIARIZE 4 + EXISTING BRICK PLANTER TO BE REMOVED MAEM ECCT ALT mR COMM Te Hee CONCRETE WHEEL STOPS TO BE REMOVED, 2. CONTRACTOR SHALL USE ALL MEANS NECESSARY TO PROTECT ALL ITEMS NOT DESIGNATED TYPICAL (iD WHEEL STOPS FOR REMOVAL AND SHALL USE APPROPRIATE DUST CONTROL AS DIRECTED IN THE SPECIFICATIONS. EXISTING CONCRETE SURFACE TO REMAIN 3. CONTRACTOR SHALL COORDINATE ALL DEMOLITION WORK WITH THE OWNER AND THE UNLESS NOTED OTHERWISE APPROPRIATE UTILITY COMPANIES AS REQUIRED. ANY DISCONNECTION OF POWER OR UTILITIES SHALL BE COORDINATED WITH THE OWNER 48 HOURS PRIOR TO WORK. REMOVE EXISTING ASPHALT TO EDGE OF CURB 4. THE OWNER SHALL HAVE THE RIGHT TO RETAIN ANY MATERIAL OR ITEMS OF EQUIPMENT | EXISTING CONCRETE SURFACE TO BE SAWCUT wads eer DEMOLITION Mo AN OCATE EXISTING FIRE REMOVED AS PART OF THE DEMOLITION WORK THE CONTRACTOR WILL GIVE THE OWNER HYDRANT REMOVE AND MODIFY EXISTING ADEQUATE NOTICE PRIOR TO REMOVAL OF SUCH MATERIAL OR EQUIPMENT ITEMS. AND REMOVED g FY : , V | T| 2 N WATER SUPPLY. SEE SITE PLAN . ACTUAL LOCATIONS OF ALL UNDERGROUND UTILITIES AND SEWAGE LINES MUST BE VERIFIED oot eh * i it T Aj | = { A g f REMOVE (2) EXISTING METAL POSTS PRIOR TO DEMOLITION WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES 5 EXISTING CONCRETE PARKING GARAGE To __ SSVELOPMENT p SITE PLAN TO UNDERGROUND UTILITY AND SEWAGE LINES NOT DESIGNATED FOR DEMOLITION. oO ee NG ; RE Re REMOVE EXISTING PLANTER REMOVE ALL EXISTING BRUSH AND GROUND COVER REMOVE EXISTING CONCRETE CURB SAWUCUT AND REMOVE EXISTING CONCRETE SURFACE. ALIGN CUT TO OUTSIDE EDGE OF EXISTING. CONCRETE CURB PERPENDICULAR TO FACE OF EXISTING BUILDING AS SHOWN. REMOVE EXISTING FIRE HYDRANT. CAP OFF EXISTING WATER SUPPLY. > REMOVE EXISTING SIGN DISCONNECT EXISTING POWER SUPPLY AND REMOVE EXISTING LIGHT POLE EXISTING ASPHALT SURFACE TO BE SAWCUT AND REMOVEL W w sa ; BE REMOVED he her om ee PY OD RENTON REMOVE METAL SIGN POST CUT POST 6. CONTRACTOR SHALL NOTIFY ARCHITECT IMMEDIATELY IF DEMOLITION WORK AFFECTS EXISTING \ oe gi dh m x fp 4 he {, ) (; ) A } ®D g D c A 1 } O m7 4 O 16 1 ) m A 1] { O he m1 0 S: \A u t o C a d Fi l e s \ R e n t o n Ci t y Ra m p \ W o r k i n g Dr a w i n g s \D e m o l i t i o n Pl a n s \9 8 0 8 a 1 ~ { .d w g Fr a Ap r 09 09 : 24 : 4 4 19 9 9 > REMOVE EXISTING CONCRETE TRASH ENCLOSURE FLUSH WITH PAVEMENT SURFACE UTILITIES OR SEWAGE LINES NOT DESIGNATED FOR DEMOLITION, AND/OR IF CONTRACTOR faa ; 6. EXISTING CONCRETE SIDEWALK TO BE REMOVED — APR 13 199 CONTRACTOR TO EXCAVATE 24" OF EXISTING LOCATES UTILITIES OR SEWAGE LINES NOT SHOWN ON PLAN \ RE > EXISTING PARKING-CARD READER UNIT TO REMAIN SURFACE UNDER NEW RAMP AREA. REFER TO 1. ALL EXISTING UTILITY METERS, UTILITY SERVICES VALVES, STANDPIPES, VAULTS, CATCH BASINS, 1. EXISTING TREES TO REMAIN . | CEIVE PP BOER pacar CIVIL PRAWINGS FOR NEW GRADES THIS AREA STORM DRAINS, ETC. SHALL REMAIN UNDISTURBED, UNLESS NOTED OTHERWISE. . oh Raga > papal Lh steaks & cnciencct Aihaed Say fae ites Sy rine py es a i aoa 8. REFER TO CIVIL DRAWINGS FOR MODIFICATION OF EXISTING SEWER AND STORM \ 8. EXISTING CATCH BASIN TO REMAIN. CJC DRAWN 8G FACE UNDER NEW STAIR AREA. REFER TO DRAINS CATCH BASINS ETC i <2) REMOVE EXISTING ASPHALT SURFACE FROM EDGE OF CIVIL DRAWINGS FOR NEW GRADES THIS AREA : 9. EXISTING FIRE HYDRANT TO REMAIN, UNLESS OOFH ee ee EX. GROUND COVER AND PROPERTY LINE AS SHOUN viper call rie (6s ween Pee MM CA) TE ALIGN WIth 8. DIMENSIONS SHOUN BETWEEN EXISTING SURFACES ARE DESIGNATED WITH '4!. ACTUAL DIMENSIONS NOTED OTHERWISE col eang . , 2 eke 3 init be Ce Cena ht PARICING AI AGE MAY VARY ACCORDING TO EXISTING CONDITIONS. DIMENSIONS SHOUN WITH "+" PROVIDED FOR ren ie Be ne pac EXISTING STREET LIGHT TO REMAIN <i : ea | INFORMATIONAL PURPOSES ONLY IO. EXISTING MANHOLE COVER TO REMAIN 2) CHA, IN > ce Ae eee eer. See ID. CONTRACTOR TO REMOVE ALL VEGETATION IN EXISTING PLANTERS THAT ARE DESIGNATED FOR > Born er een ore tay vee or ee DEMOLITION. REFER TO Civil DRAWINGS FOR FINISHED GRADES IN THESE AREAS. 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D3 i | 9{9 ii ch See ZG a7 QRR IZ Catvin Jordan ; ci ‘ 3rh ; er +> dure Page Associates, Inc. a ‘ —'. % wn # DY ee =) ; ~ NEW —— CMU INFILL WALL O ° “e aS estawtd y} HOISTWAT ps PER FLAN > a oa 1 A f Ne i iu ps 3 S : ss <q se 3 f Big mbes i teintirctennahionionsicogin a é ro] | Sg OM af | NB BRAS F a3 6 ee | ® } set wove avoNge el 9] 915 ey Q @ | 112 e'-4" [12" PZOA74Z0900 | ey SR ee ee | re een ae vo | 0 2 a | | : a , - eign ARCHITECTURE | Y s 4 | ila ‘ i ID'-4 uae | a". 9'-o" a2 eb Pi tiiead Va ee URBAN PLANNING | ; ht : in ; } CLR HOSTWAY € PIT \ CLR. HOISTWAT 4 PIT LANDSCAPE ARCHITECTURE i oe "ay, ROR Rak feee 2s ae [ o'-4" o'-4" : ee S) " 15049 NE BEL/RED RD ree | K BELLEVUE, WA 98007 / Fax (425) 643 4607 Tel (425), 643 3123 “ : PLAZA LEVE ROOF PLAN it ata f3 ; rom | * ts " a nH 4 ' } Bas SEO i rei 3 igi et ss | a = ee a Sete Ea RTS eee ae ehaeind oe gegy S ee oe cae PRE tae ; u | T oe ee ris eet i Wise ot 2 4 & FEET 32 4 & FEET ere. 4 & FEE CLR. 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VERIFY "t’ DIMENSIONS 3 o | watt mariana ieee “eaatame Mink Cares © OF EXISTING PARKING GARAGE AS SHOUN ON DRAWING. von es aed | ©" CONCRETE MASONRY UNIT WALL - > | CAST-IN-PL TE STAI TE INDENTATION PAN > | < b 3 | ee NEW CAST-IN-PLACE CONCRETE STAIR WALL NEW CONCRETE IND ee ai ek Fics. coneTReTION a eee | Be) : se ») NEW COPPER ROOF, SEE DETAIL vs NOTES: ca Oy NEW EXTERIOR SCONCE FXTURE RIGID FOAM CONSTRUCTION | (Re PER SPECIFICATION. UNDER STAIRS 2. 8" CAST-IN-PLACE CONCRETE Te) as ee ee z - : Sa pee = NEW 2" COPPER TRIM, SEE DETAIL a | OR D1 AN Ee TYRIC AL C ; \ i . a le |. SEE SHEET Al] FOR DEMOLITION NOTE > SEE FLOOR PLAN FOR TYPICAL CONSTRUCTION pS SEE SHE f DEMOLITION NOTES Xo oO; THICKENED CONCRETE FACING W/ BEVELED EDGE <> (2) 6"*6" CUTOUT IN CMU. WALL. eis sgh SHEET oO WE a Y © 2. SEE SHEET A2| FoR SITE PLAN CONCRETE TO BE SMOOTH 4 FLUSH W/ SURFACE : sane SCALE 1/4"-I'-@ og) foe beste Rh IEW 8" THK. CAST-IN-PLACE CONCRET OF EXISTING WALL. SEE DETAIL - we Com DRAWN MEL /SG PAL RE EXPER ARO ELLE PELL LE ALES LN NEALE ADELE SLA EID LE LLORES EE ISIE NEW & HK. CAS IN-PLACE CONCRE = > NEW 8" CMU INFIL! SEE DETAI|! TON ay con Oo ee ge Pe /A"=}'-O" 3. SEE SHEET A414A42 FOR ELEVATIONS ELEVATOR TOWER SIEy, "D>" SUEET AZ| Kpeah eS : NEE OF RES CONTRACT 9808 A5 71 < Ree ek LY he “fy te ~ fe are (Oh 4909, COPYRIGHT 1292 ° _ Ot g os & FEET 4. SLOPE ALL TOP SIDES OF HORIZONTAL ro NEW RADIUSED CONCRETE AUNING. SEE DETAIL R \ ee CuK DAC > CONCRETE SURFACES AWAY FROM Ee ee ee ere 1h PACING ly EVE EE EDs, Se a ED ride << ELEVATOR TOWER @® '4"/LF CONCRETE TO BE SMOOTH 4 FLUSH W/ SURFACE fe’ SPECIFICATION EW r} Zz ee OF NEW CONCRETE STAIR RAIL. 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