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Home My WebLink AboutLarge Format - 2 of 2E a °' C) co 0 .D "' LL "' (1) c= _/' (J) (') z 5' <( a:: 0 N _/' C 0 ·0 C 0 CL X w .c ~ r-- <l) > <( ~ "' C 0 a:: _/' u, <l) E ·c::: 5)- c 0 ~ C "' ? C 0 ~ O> C .c w 0 5' _/' vi A B C D E F G H J K L No.•··. 1 2 3 4 5 6 7 8 9 10 11 1~ .. 13 14 15 16 17 18 19 ~-,~·!ilY.'·· AKP 1~)•~.:t.~H~t{P AKP -.~~·liiv'· JAC 02-08-2010 SITE PLAN REVIEW l;'r~{~;;~ 10001074 / / / 1505 Westlake Ave. N. Suite 305 Seattle, WA 98109 ' ' GRAPHIC SCALE ~--- 0 JO .. 120 240 ---1-:_1 I I ------- NOTES 1. AU. 1RE£ DA TA REFERS TO lREES Of 6" CALIPER AND GREATER 1'<1THIN THE PROPOSED LOT 1 LINES. TREE DATA EXISTING MATURE TREES TO REMAIN EXISTING MATURE TREES TO BE REMOVED TOTAL MATURE TREES ON-SITE % OF MATURE TREES RET AJNED LEGEND EXISTING MATURE TREE TO REMAIN EXISTING MATURE TREE TO BE REMOVED PROPOSED LOT LINE EXISTING LOT LINE -TO BE REMOVED EXISTING CONTOUR LINE PROPOSED CONTOUR LINE = 84 = 15 = 99 = 85% ,, \·v."\ ·~v "' -_x:;x /\\ )('.:x ---- ,,,,_.,,, ... __ - SEE LANDSCAPE PLAN FOR LOCATIONS AND TYPES OF PROPOSED TREES. (mFEET) T (206) 522·9510 F (206) 522-8344 www.PAclANo.COM 1 inch = 60 ft. watmart ,:c STORE #2516-05 EXPANSION RENTON, WA SPA TREE INVENTORY PLAN 20 City of Renton Planning Division FEB -8 1010 Tl-1 I I_ E 0 -tj- N en O' 3' -0 _j 0 n n:: ('.) z QC --(/) ('.) z Q) > <( ~ (0 . ,:: 0 [>' ~ <n (0 E ·c::: / C: 0 ~ C (0 7 C 0 ~ 0, C = <n D 3- U) C D E F G J K 1 2 3 4 5 J._.. No. 0•t~ .. · •· ,sy· Revi$i01"1•~$~r'J·· ion D$p~1;1r, .... ~~===~~~~~============~;;;;;~~~~~~~~============ccJ AKP 1 2/25/2010 PACLAND DRAINAGE REVISIONS Ort,wriBy: AKP Oheck~ey,·· JAC 6 ~bate: 02-08-2010 SITE PLAN REVIEW Pr*°1 t,lc>., . 10001074 7 8 9 ..--,. ' 10 1505 Westlake Ave. N. Suite 305 Seattle, WA 98109 11 12 13 14 15 16 PLANTING NOTES= LOW TO MEDIUM HEIGHT ORNAMENTAL GRASSES MAHONIA REPENS/ CREEPING MAHONIA MEDIUM TO TALL HEIGHT ORNAMENTAL GRASSES ORNAMENTAL GRASSES SOD LAWN AREA RIVER ROCK/COBBLESTONES 17 18 SIZE/COMMENTS 2~fA~Y~A~~i1:iE~ s5~;·s~f~1Mt2' ~01uTY 2" CAL, MATCHED SET, B&B, 1 O' MIN. HT., BRANCHED @ 5', SPECIMEN QUALITY 18-24" HT., B&B, FULL & BUSHY 18-21" MIN. SPREAD, B&B, SPECIMEN QUALITY 5 GAL CONT., 18" MIN. HT., FULL & BUSHY 1 GAL, CONT., 12" MIN. SPRD., FULL & BUSHY 5 GAL. CONT., 18" MIN. HT., FULL & BUSHY PRESERVE AND PROTECT, LOCATION AS SHOWN ON PLAN 1 GAL. CONT., PLANT @ 30" O.C. 1 GAL. CONT., PLANT @ 24" O.C. 1 GAL. CONT., PLANT @ 36" O.C. 1 GAL. CONT., PLANT @ 24" O.C. OBTAIN FROM LOCAL SUPPLIER, USE FESCUE/RYE/BLUEGRASS BLEND 6" DEPTH OF 2-5" SIZE RIVER ROCK/ COBBLESTONES 19 20 EXISTING TREE SCHEDULE SYMBOL BOTANICAL/COMMON NAME ~, EXISTING AUSTRIAN PINE (4-10" CAL) J " \-l (~ ~-.... _./ EXISTING CRABAPPLE (2-4" CAL.) )J1J~ EXISTING DOUGLAS FIR (4-12" CAL.) }·~ , 'J~ -~· /"'t"({t'\ GRAPHIC SCALE f.J EXISTING PIN OAK ( 4-9" CAL.) \~ 2<0 Gu EXISTING SUMAC (2-3" CAL) I () EXISTING SWEETGUM ( 4-12" CAL.) 80 .... •-' 0 .lO ··~--,--J .. 120 I __ ( IN FEET ) 1 inch = 60 ft. wa1mart~!c I STORE #2516-05 EXPANSION T (206) 522-9510 F (206) 522-8344 www.PAclAND.COM RENTON, WA SIZE/COMMENTS TO REMAIN, LOCATION AS SHOWN ON PLAN, PRESERVE AND PROTECT TO REMAIN, LOCATION AS SHOWN ON PLAN, PRESERVE AND PROlICT TO REMAIN, LOCATION AS SHOWN ON PLAN, PRESERVE AND PROTECT TO REMAIN, LOCATION AS SHOWN ON PLAN, PRESERVE AND PROTECT TO REMAIN, LOCATION AS SHOWN ON PLAN, PRESERVE AND PROTECT TO REMAIN, LOCATION AS SHOWN ON PLAN, PRESERVE AND PROTECT STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT T. Shawn Parsons City of Rol<ltlliiiwte No. J07 Planning Division ~~~~~~~I D) SPA LANDSCAPE PLAN L-1.0 LA YERSTA TE: 561 ffi ~ Im = .:,g; lrii'il lg ! t !! , p N _. 10 0 0 I~ ~ 0 __,. I CO p ! ~- I r--,--------------------~ -------\ \ i -I 1 11 :Z:: I \ \\ 0 1 SENE.CA \ \ \, ~ i I I \I --I I A VE s w \ --___ JI '( :::t) : \-\ I\ -I --II \ \ '\ )> L------r--------------1 \ \ I I I I I I I I \ \ i I I I I \ II \ ""'-. I I I I V \ ..J.-"" I I I f1\ :::tJ : : \------c..l \ n-i I I I . I I \ •·1 I I I I I \ ""'-. , I I , \ ,J.,.-"> I . \ . I L ________________ _J._ ______ L ______________ J, \ I \ \ \ \ I \ I r---------T---T---------r--------------1' \ I I I I! I I I I I 1 \ I I I I; CJ) ~ ~ j I CJ) ~ r--- 1 ----I ', I ' :i: 0 C V) L ND AVE I I \ s\ \ I \ \ \_ _____ ....! I "-.. I \ I \ I \ r----------~ r-\ \ I I I I [ I I I I Ii I I I I I l \ I I I I L _______ i ___ i _________ L ______________ J; n -0 -·· ~ ,...i,; -n ::, '< '" =1. 0 "' :::, .... 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BRH RE'l1S10N OA1E CIVIL ENGINEERS & LAND SURVEYORS 2009 MINOR A VE. EAST SEATTLE, Washington 98102-3513 (206) 323-4144 1-800-935-0508 FAX# (206} 323-7135 Wt'.BSITE: BRHINC.COM ---------------------------------------------------------------------- -Feb 08, 2010 -8: 53cm -USER cjordon V: \01 \Vol-Mort Expar.sions\0901033 Renton, WA #2516\d;m11,ings\section.dwg 0-J --1 ON V Ol 01 T] -"'. ;;::: CT] 0 I Cl ;,J 00 co 'ij " a:: ---j rri C ~,J ~1(./) ' ~--l I 111 CT] 0 C V ~/JI 0 ' -I z 111 I I ' -0 I Cs )> -0 OJ -l ' I I '1 I ::::(J I 0 z -l I I I )> ~o 6 '1 0 -llrn C - I ' I I I I I I I I I I I ' I ' 0 I I I I ~r--, i ; i ! 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N ~ (_/) ~ -l I 111 0 ' -z 1111 - ~,)> OJ -l ::::(J 111 )> ::::iJ /:; 0 ~ -ri I 0 0 rim C - ' 0 -z C) i -Ul 0 I 0 ' --L I' Ul U) C rl CD r 0 0 7 5' --6" T] z G~ I T] r 0 0 ;u ,r- ! 1"\ Cl -< Cl I ['J G) I ---j ' \ \, '1 I 1, ;,J Cl l:; i r " \ II \ \, '1 I I \, I I I \ I I !!2 c'i r z Cl I , I I 1 I ' / t/ I \ I \ I I I ' \ I I \ I I I I I I \ \ i 0 . vi -"' 0 ' T] V )> ;u 1t I fT1 \ -l ' I \ I I I, \ 1, II I, \ I \ I I Cl ;;J oo so ' -u..,, \ a: ---j Clo ~v I I I ~Jr -, 0 u 0 T] ;;::: fT1 0 I N fT1 -"' o· cl -N v, \Y/¥7@l01ITn)@l[i'~ ~~:;; RENTON, ·vvASHINGTON STORE NO. 2516 JOB NUMBER: 0901033 I PROTO: EXP ·-· ·-··-·· ---·-. ·-- CONSULTANTS ·--·--·--···- -,------- / ! I I \ I __;. Zl(_f) vJ 111 n -l I II I \I I I -- 0 z I I -j 0 I Cs -C ::::iJ OJ I I C I OJ I C -I ' 0 I )> -0 z N Cs I I C) 0 0 -I I ~. I I I I I \ ""~ I 1, I I I I I \ \I I I \ \ \ "" \ \\ ~ i i Cl :ID Oo co 'ij ..,, a: ---, rio z.,, ---j a:: Cl 0 I J> z 0 F' Cl :ID oo co 'ij ..,, a: -i rio z-,, ---j a:: Cl ~ ~ 0 J> r 1 I I I I I I I I I I I I I I I I I I I I I J -~-"-,,-,,J - ! I I I I I I I I I I I I I I I I I I I I \ / "- !i 1 11~ I·' ' I I I ' I 11 I I I i i I I i I I / I I I 'I '! I I , I II II i/ ,, /: I I / I I I I I ' I I 1 I I I I I I I I I I I I I I I I I I I I I I J / ~ ------~ STIPULAilON FOR REUSE THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT RENTON, WASHINGTON CONTEMPORANEOUSLY WTTH ITS ISSUE DATE ON 02/10/10 ANO IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SfTE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVlCES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW, Larry D. Craighead Architect 21 i N. Record St., Suite 222 Dollas, Texas 75202 Telephone 214/749-0626 EX ISTING CMU PAIN T--, "ROW HOUSE TAN " I SW#7689 I I 21'-4 " EIFS PAINT "ROOKWOOD CLAY"-~ SW#2823 -------------EXISTING TOP OF PARAPET SPLIT FACE CMU PAINT 'COBBLE BROWN ' SW# 6082. Front Elevation Rainier Ave (East) SMOOTH FACE CMU PAINT - "ROW HOUSE TAN " SW #7689 ' ' ~ --------------. Rear Elevation (West) W I t. ,,, a m.ar • ..-1~ fvl arch 29, 201 O "LUEDERS " LIME STONE l TRESPA PANELS "DARK BROWN' SMOOTH FACE CMU PAINT -:1 "ROOKWOOD CLAY'' SW#2823 Rent on, WA #2 51 6 32 ' 4• ,,,---- TRESPA PANE LS - "CENTER ' I E!FS PAINT "ROW HOUSE TAN'' SW#7689 I SPLIT FACE CM V PAINT _j "ROOKWOOD CLAY " SW # 2823 METAL COPING PAINT ~ "ROOKWOOD CLAY" SW#2823 I -METAL COPING PAIN T ·ROOKWOOD CLAY " SW# 2823 --·----------------- SMOOTH FACE CMU PAINT "ROOKWOOD CLAY " SW #2823 - EXISTING CMU PAINT "ROW HOUSE TAN " SW #7689 21'-4 " EXISTING · ·~~::,-=~ TOP OF PARAPET FFE 27.5' FFE 275 1 5 City of Renton Plann ing Division APR I 9 1010 v c ·-0 O>·~ o C ITT V 0 c,: 0 "' c,: "' WO <I) -::; 0 O> I ;;, E ~ a. 0 {O '(I} C') C .• 0 N a. -X w -0 :, a~ NI .o :g " no V/ b I 0 "' b I 0 "' &--- b I g b I 0 "' • 0 I 0 "' b I g ;,, I ~ " z g s Ol z --:,; "' " z ' ro I ;., N " VJ x w 0 vi z .,: CL X w >-z 0 "' 51'-o" s1'-o" 0 51'-o" ¥ 51'-o" sr-o· 436'-o" 1 0 51'-0" s1'-o" s1'-o" 45' gl.Z:,• -128 45'-0" 65'-4" =----------~----------,------·--··~----------------------r-----------~--------· -------·-----,.--·----~------,i~----r-·------·------·-- la: . I I! f_ * v{} I 243'-4" rSTING BUILDING 1 SIDE EXPANSION '-8" 186'-o" I ZL-:::::.;] xi::::::;;;;1 31 ;;,;I 2;;] ZL:::::;;:W c:::a:1m [_ _ 1 1 1 : RECEIVING 1 i -~™~~IQ~I .'' ---.-------·-- I t ! l I I I I I I -,H~+f_::--=~-=--=-"'! .. ::-_::::__=-:_~~~, "l!>c-.---...-----,j. -.. ·-.. --,,--. ---------,-----------....-------------.-----------.--·----------11,H----,--------·-- -----1 ' ' "-~---J = = h-nl ! ! ! ! ! ~ I I I ~1 I I I I I I I I l ! '11 '11 '11 I! '11 l!:1 m µ~L.~· -=<:>=-·------=-I u., ~1 iiaa. -~-rrri--::::::.1{ i , , , , , ,1 !I' .o :::!1 11 IJ LI U ----------.. --------l'f;lll's"'""I ... I 1,1,l[]l' lu ' ~ : I 1 , 0= lf'IL. ::_[TI 'lJ 111 '· ~I 1 []E ~ n ~: l,L=-. c·= c, ii a C O H 01 I: ff I LJ I !Ill"'" ~"'-'fl Ll w • IUl "{=},:: : I = 11,L, C:Jn I llh""':f' 11lff""'--11 IW bfJJ n 1 J I I lLJ LIO! I I I I 1\1\ il]l )!:;,~ f-1 I I ct:I::J=~ I I I I ,~L~=~JL=·~-1t,M;;f~ --;;;;;::::~ II --uii --I ---- ' I ---- ! I I I t 1 I 1!~-dJ t I l.........,..,...I.IH-~--r---------1----------,--------r---·-----t--rn"' -'""'' ,,,,,,t, $QC,-----+--------)VJ:c'-----~---------1 ' j icROCERY SALES: 23,053 jso FT I I I I GM SALES: 92,273\so FT I 1:: I I I , , , , , EXIST. GM SALES. 05,070 SQ FT , ,11 , I I I I I i I 11: I ITT ffR) I J I ! I 11! I ~yy~~1' ! ! ! ! ! !!: ! ~ --------+---------~-------·--t----------+-------·----+--·---------f-----------h1------ --=-----+o~ ~l61:~ i i i i i i I il ~~ goo?~u! I t [ I I ! I I II tr.!~~ ~~9~ I I I I I I ~ I \\ t I I I I I J I~ OFFJCE , 1 I \c== I I I I I I I Jr 11 -.--------------------,,--.----------....------------~ljl-------------.-------------.-------------:r~--.--=--: L~=t------ 11 II f1 ! ! ! ! ! ! !:: ',, ! t7 I I I I I I 1:: 'r------~-1-{ --.---.---4--~=====~ I I "' ~rnd u 1 VISION CENTER ,.a;-... l ~o=O L _____ _ --I , , ,11 I , I I I 1:: J I 1 I ,,;';F # :g~, 11, I I 1 I {;' GUST. SERVICEI 111 I I J ,11 I , I ,-=--=--=--=-i:::.."J c 1:: 1 I 1 _:..., ------------- 1 ..... .p,.11==_ ... ,•"'IEiaiLE.,,cT~ z:-I , 1 I 11 f! ~ --~w=•~~!!lil:ll!!lll/ifl;; '---"'-:;I._;::::_,,_:::__,'---=---' 0 PLA20 AREA • I G1 VESTIBULE t-____ . ____ IKE_R~CKS4 ' I ----------I I t 1 @ I -------~--------tlii------- 1 __ -;-~.L t-._.jj-;-__ I I l I , r ' ]i ARDEN 1 CE~TER i r.J.,i,~=~ --·----~----· ---tlii·-·---- 54'-4" 78'-0" 1 160'-8" -------· I I f 410t8" I EXISTING MIN BUILDING I I I I I I I I 501'-4'i I ' ' I ' I I I I I I I 68'-8" I \ I I I L' I I I I ,, 11~~=:! 46" -9:l" I I I ' I ' 92'1 8" NEW GARD N CENTER I 90-8" EXPANS ON AREA ' I I ' I I -~ I z 0 vi z- 0. X ;; w "' 8 0 b I 0 "' • 0 I 0 "' 1----1--- ;,, I --;;, 0 "' < w ct: • < .. z I 0 ;; vi N z < 0. X w " z 0 --' s w C> z ;= VJ x w ' 0 I 0 "' • 0 I 0 "' • 0 I 0 "' b I g SCOPE s1'-o" 0 51'-o" + 51'-o" c5 0 &s 51'-0" cb 51'-o" ct 51"-Q" ·-+-8 45'-10· 0 51'-o" I. s1'-o" 1 0 e 45'-Q" 0 WAL-MART STORE #2516 RENTON, WA 09-21-09 150 GROCERY NEW FRONT OFFICES EXISTING EXPANSION TOTAL AREA =134,352 S.F. = 20,355 S.F. =154,707 S.F. PLAN NEW GARDEN CENTER NEW VESTIBULES NEW GR DOCK ~> '------------------------------------------------------------------------------------------------------------------------·-------------------..... --------J I" z ; iii z 0 0 ISSUE BLOCK CHECKED BY: DRA'lifi BY: FlLE NAME: PROTO CYCLE: DOCUMENT DA lE: LC uo xxxxxx xxxxxx NOT FOR CONSTRUCTION ' ' City of Renton j Planning DiVISJOfl i l i FEB -S ·1010 : f !Ri~CC[~J~~$ l I SHEET: I E 0 U) en 0 cr, 3 -0 :::) 0 n 0-: 0 :z ? V) 0 :z 3" < 0-: 0 N ,./ C 0 "' C a 0.. X w ~ "' C 0 ? U) Q) -~ ~ CT> ,./ C 0 -~ C Q) ? C 0 -~ CT> C = "' SJ 5' ,./ (/) C D E F G J L 1 No. ··oate 1 2/25/2010 Du. ~, PACLAND 2 3 \.) . . Revision Oe$cti · ti<>n . DRAINAGE REVISIONS 4 5 --· ,.-. \ \ ~By: AKP bre.wn$t- AKP ~edBy: JAC 6 lseue !)$:IE!' · . 02-08-2010 SITE PLAN REVIEW Prc;,jec:t 1119., • 10001074 7 8 -· --.-... g 10 ... ~-- 1505 Westlake Ave. N. Suite 305 Seattle, WA 98109 11 12 _J 13 14 15 WATER NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. All CONSTRUCTION/INSTALLATION OF WATER MAINS SHAL! BE DONE IN A SAFE, NEAT AND WORKMANLIKE MANNER, AND UNDER SUPERVISION BY UTILITY PROVIDER FORCES AT ALL TIMES. ALL SAFETY REQUIREMENTS FROM OSHA AND OTHER STATE REGULATING AGENCIES MUST BE MET. WATER MAIN PIPE MATERIAL SHAL! BE CILASS 52 DUCTILE IRON OR PVC PIPE MEETING LOCAL REQUIREMEl'ITS. POLYETHYLENE WRAP IS REQUIRED ON All METALS. AN 18-INCH MINIMUM SEPARATION IS REQUIRED ON SERVICE TAPS ON A MAIN LINE. CLASS 52 DUCTILE IRON MAY BE DIRECT TAPPED FOR 3/4 INCH AND 1-INCH SIZE SERVICES. SADDLES SHALL BE USED ON ALL TAPS 1-1/4' -2• DIAMETER IN ANY PUBLIC MAIN. ALL ELBOWS/BENDS ON WATER MAINS SHALL HAVE THRUST BLOCKS. A DEPTH OF 42" FROM FINISHED GRADE TO THE TOP OF THE WATER MAIN IS REQUIRED. 36" MINIMUM AND 48" MAXIMUM COVER REQUIRED. ALL NEW PIPES MUST BE PROPERLY FLUSHED, PRESSURE TESTED, AND CHLORINATED BY THE CONTRACTOR, ANO INSPECTED BY UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION. All BACKFLOW PREVENTION DEVICES (DOUBLE CHECK BACKFLOW PREVENTORS, REDUCED PRESSURE BACKFLOW PREVENTORS, PRESSURE AND ATMOSPHERIC VACUUM BREAKERS, ETC.) MUST BE APPROVED BY THE UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION. All NEW CONNECTIONS TO EXISTING WATER MAINS REQUIRE ISSUANCE OF A PUBLIC WORKS PERMIT AND INSPECTION BY THE CITY OR GOVERNMENTAL AGENCIES WITH JURISDICTION PRIOR TO BACKFILLING. 10. BACKFLOW PREVENTION DEVICES SHALL BE CONSTRUCTED OF CORROSION RESISTANT MATERIALS. 11. ALL WORK ON PUBLIC WATER SYSTEM TO BE PERFORMED BY THE CITY OF RENTON WATER DISTRICT. CONTRACTOR TO COORDINATE WITH CITY. GRAPHIC SCALE T (206) 522·9510 F (206) 522·8344 120 2,40 I ___ ___.I ( IN FEET ) 1 inch = 60 fL wa1mart~:~ STORE #2516-05 EXPANSION RENTON, WA 16 17 18 19 EXPANSION SITE UTILITY NOTES 1. CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXISTING UTILITY DURING CONSTRUCTION AT NO COST TO THE OWl'JER. 2. SEE SPECIACA TIONS FOR BACKAWNG AND COMPACTION REQUIREMENTS ON UTILITY TRENCHES. 3. All ALL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 20 4. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORlllES INSPECTORS 72 HOURS BEFORE CONNECTING TO ANY EXISTING LINE. 5. All WATER JOINTS ARE TO BE MECHANICAL JOINTS WITH THRUST BLOCKING AS CALLED OUT IN SPECIACA TIONS. 6. All UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE.) 7. CONTRACTOR SHALL GROUT AROUND ALL PIPE ENTRANCES TO SANITARY SEWER MANHOLES WITH NON-SHRINKING GROUT TO ASSURE CONNECTION IS WATER TIGHT. 8. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES,STORM LINES AND GAS LINES (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT LEAST 10 FEET ON BOTH SIDES OF CROSSING, THE WATERLINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF 18" CLEARANCE. MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AWWA C-151) (CLASS 50). 9. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. 10. TOPS OF EXISTING MANHOLES SHALL BE RAISED AS NECESSARY TO BE FLUSH WITH PROPOSED PAVEMENT ELEVATIONS WITH WATER TIGHT LIDS. 11. All CONCRETE FOR ENCASEMENTS SHAL! HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH AT 3000 P.S.I. 12. DRAWINGS DO NOT PURPORT TO SHOW ALL EXISTING UTILITIES. 13. EXISTING UTILITIES SHALL BE VERIAED IN AELD PRIOR TO INSTALLATION OF ANY NEW LINES. 14. RffiR TO ARCHITECTURAL PLANS FOR TIE-IN OF ALL UTILITIES. 15. CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIACA TIONS OF THE LOCAL AUTHORITIES (ANY CITY) WITH REGARDS TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. 16. CAUTION -NOTICE TO CONlRACTOR THE CONTRACTOR IS SPECIACAL!Y CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWl'J ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE AELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT AELD LOCATION OF UTILITIES. IT SHAL! BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE All EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 17. All NECESSARY INSPECTIONS AND/OR CERTIACATIONS REQUIRED BY CODES ANO/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESS10N AND THE FINAL CONNECTION OF SERVICE. 18. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 19. CONTRACTOR SHAL! REFER TO ARCHITECTURAL PLANS ANO SPECIACATIONS FOR ACTUAL LOCATION OF ALL UTILITY ENTRANCES TO INCLUDE SANITARY SEWER LATERALS, DOMESTIC AND ARE PROTECTION WATER SERVICE, ELECTRICAL, TELEPHONE, AND GAS SERVICE. CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES, IN SUCH A MANNER AS TO AVOID CONFLICTS AND ASSURE PROPER DEPTHS ARE ACHIEVED AS WELL AS COORDINATING WITH CITY UTILITY REQUIREMENTS AS TO LOCATION AND SCHEDULING FOR TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO EXISTING UTILITIES. 20. THE CONTRACTOR SHALL CONDUCT ALL REQUIRED TESTS TO THE SATISFACTION OF THE RESPECTIVE UTILITY COMPANIES AND THE OWNER'S INSPECTING AUTHORITIES. 21. CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST STANDARDS OF OSHA DIRECTIVES OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR SHALL USE SUPPORT SYSTEMS, SLOPING, BENCHING, AND OTHER MEANS OF PROTECTION. THIS TO INCLUDE BUT NOT LIMITED FOR ACCESS AND EGRESS FROM All EXCAVATION AND TRENCHING. CONTRACTOR IS RESPONSIBLE TO COMPLY WITH PERFORMANCE CRITERIA FOR OSHA. 22. THE INSTALLATION OR REPAIR OF NIY UNDERGROUND FACILITIES OR PIPING WHICH CONNECTS TO OR FURNISHES WATER FOR THE FIRE PROTECTION SPRINKLER SYSTEM SHALL BE PERFORMED ONLY BY A LICENSED UTILITY CONTRACTOR, ARE PROTECTION SPRINKLER CONTRACTOR, OR LICENSED PLUMBER. SEE O.C.G.A. TITLE 25-11-7-(a). A COPY OF THE LICENSE DR CERTIACATE OF COMPETENCY SHALL BE PROVIDED TO THE INSPECTOR AT THE ANAL INSPECTION. 23. UTILITY WORK TO BE DONE IN FRONT OF STORE TO BE COORDINATED WITH WALMART CONSTRUCTION MANAGER. FRONT UTILITY WORK WILL BE DONE AT NIGHT IF NOT LOCATED BEHIND CONSTRUCTION FENCE. 24. CONTRACTOR TO RELOCATE LIGHT POLE AND REPLACE LUMINAIRES AS INDICATED. CONTRACTOR TO BUILD NEW POLE BASE AND STUB WIRE AS NEEDED. 25. RffiR TO BUILDING PLANS FOR SITE LIGHTING ELECTRICAL PLAN. LEGEND WATERMAIN 12" W SS MANHOLE • ARE HYDRANT .... SS CLEANOUT TO GRADE • THRUST BLOCK y GAS LINE REDUCER -GAS METER © DOUBLE CHECK lffll TELEPHONE BACKFLOW PREVENTOR WATER METER lia SAWCUT SANITARY SEWER MAIN 25 LF SS LOT LINE ---·· ___ .. EXISTING 40' LIGHT + PROPOSED 12'-14' DECORATIVE PEDESTRIAN LIGHT PROPOSED 40' LIGHT + Know what's below. Call before YO't\li.Pof Renton Planning Division SPA UTILITY PLAN SPR-3.0 www.PAclANo.coM ~----------------------------------~ ~---------------------------------~--------~ E 0.. N t') ~ CJ> 3 v ui C) C 0 0:: "' -<75 00 0 I N C) I 0 ~ C) N /' "' > SC (.) ~ <C /' V) (9 z ;s: <C er 0 N /' C 0 "' C 0 Q._ X w SC -f--. ~ Q> C 0 De'.'. /' "' Q) E ·c: ry, /' C 0 ~ C Q> 7 C 0 -0' C _c "' .~ (/) C D E F G J K L 1 ' ' ' ... L,., N~; Date •By 1 4/14/2010 PACLAND 2 3 Revision ,oescri tion . . . ,. . ,· ,., " ' ··' "'" ,._-,, .. •. SITE PLAN REVISION 4 5 Gi~EE\··-JVi::.t..~./--t.tJ\\ fO!·l . ., (A!:;'i 1G1JO:Htt?.lt~(;i LLi) oe•IQ!'ted ey. . AKP brawi:t ey, AKP Check~By: JAC ~,Date: 02-08-2010 SITE PLAN REVIEW 10001074 7 8 9 10 , / / ,' 1505 Westlake Ave. N. Suite 305 Seattle, WA 98109 / ' 11 12 13 14 15 SITE LEGEND 0 ® © ® ® ® ® ® CD 0 ® 6" WIDE FIRE LANE S1RIPING PAINTED INTERNATIONAL RED W/ "NO PARKING FIRE LANE" PAINTED WITH 4" HIGH WHITE LETTERING AT 25'. AREA S1RIPED AT SYSL/4" AT 45• @ 2'-0" O.C. CONCRETE PEDESTRIAN CROSSWALK WITH 4' WIDE PAINTED WHITE STRIPING PARALLEL TO DIRECTION OF 1RAFFIC AT 2'-0' O.C. AND (1)-8" WHITE STRIPE PERPENDICULAR ON BOTH ENDS UNLESS NOTED OTHERWISE. SEE SITE PLAN FOR WIDTH. PEDESTRIAN CROSSING SIGN Wllo-2 AND Wllo-2p TYPICAL AT PEDESTRIAN NOTED ON PLANS. "YIELD" PAINTED WHITE ON PAVEMENT TYPICAL CONCRffi SIDEWALK CROSSWALKS AS EXIT PORCH. SEE ARCHITECTURAL PLANS FOR EXACT SIZE AND LOCATION FOR STOOPS, STAIRS AND/OR RAMPS THAT MAY BE REQUIRED. RAMP PAVEMENT FLUSH WITH THE TOP OF STOOP, 1:12 SLOPE MAX. 6"0 PIPE BOLLARD lYPICAL UNLESS NOTED OTHERWISE. AT GRADE OVERHEAD DOOR LOCATION. SEE ARCHITECTURAL PLANS FOR EXACT SIZE AND LOCATION FOR COORDINATION WITH CIVIL PLANS. 4" WIDE x 130' LONG \'EU.OW PAINTED TRUCK ALIGNMENT STRIPES. 12' X 36' CONCRETE COMPACTOR PAD AND 12' X 36' HEAVY DUTY PAD (ORIENT FOR 1RUCK LOADING). REFER TO ARCHITECTURAL PLAN FOR EXACT LOCATION AND SLOPE. 10' SCREEN WALL REQUIRED. (D EXISTING CONCRETE TRANSFORMER PAD. CONTRACTOR TO COORDINATE WITH LOCAL POWER COMPANY FOR DETAILS. @ ACCESSIBLE PARKING SPACE TYPICAL SEE DETAIL SHEET FOR ACCESSIBLE PARKING SPACE SIZE, SIGN AND SYMBOL ("VAN"-INDICATES VAN ACCESSIBLE SPACE) ® ® ® ® ® ® CD ® (v) ® CURB RAMP DETAIL 8' WJDE PEDES1RIAN CROSSWALK. EDGE LINES PAINTED SWSL/8" WJTH INSIDE STRIPING PAINTED SWSL/6" AT 2'-0" O.C. PERPENDICULAR TO EDGE LINES. CART CORRAL TYPICAL-SEE DETAIL SHEET FOR CART CORRAL DETAIL 10' X 15' STRIPED AREA PAINlED SYSL/4' AT 45•@ 2'-0' O.C. AT JIB CRANE LOCATION. 2'-0" LOADING ZONE AT ALL CURBED PARKING SPACES. 4' PAINTED \'EU.OW STRIPING AT 2'-0" O.C. PERPENDICULAR TO PARKING SPACE. SEE DETAIL SHEET. 18" WJDE X 6" HIGH CONCRETE CURB AND GUTTER TYPICAL PAINTED DIRECTIONAL ARROW TYPICAL "STOP" SIGN, 18" STOP BAR, AND "STOP" PAINTED ON PAVEMENT (TYP) SAWCUT, MATCH AND JOIN EXISTING PAVEMENT. AISLE INDICATOR SIGNS TYPICAL CR) COMPACTOR, SEE ARCHITECTURAL PLANS. (D 'NO TRUCKS" SIGN. SEE DETAIL SHEET. CD "1RUCK DRIVE' SIGN. SEE PLAN FOR LOCATION. @ REMOTE GARDEN CENTER UTILITIES BOLLARD @ @ @ @ NEW LIGHT POLE, BASE AND FIXTURES. REFER TO SITE LIGHTING PLAN SHEET C-3.1 FOR LIGHT POLE LOCATION AND INFORMATION. REFER TO MEP PLANS FOR SITE LIGHTING ELECTRICAL CIRCUITRY. EXISTING LIGHT POLE, FIXTURE AND BASE SHALL REMAIN. CONTRACTOR SHALL REPAINT THE EXISTING BASE TRAFFIC YELLOW. REFER TO MEP PLANS FOR SITE LIGHTING ELECTRICAL CIRCUITRY. COMPRESSOR AND HOUSING. SEE ARCHITECTURAL PLANS. EXISTING CURB TO BE REMOVED AND REPLACED WITH A NEW CURB AT ELEVATIONS SHOWN ON GRADING PLAN. @ CART CROSSING PAINT STRIPE LEGEND SWSL/4' SYSL/4 SINGLE WHITE SOLID LINE / 4' WIDE EACH SINGLE \'EU.OW SOLID LINE / 4" WIDE EACH ALL EXISTING PARKING TO REMAIN TO BE RESTRIPED WITH ONE COAT, NEW PARKING AREAS AND OVERLAY AREAS TO BE STRIPED WJTH 2 COATS, PER PROJECT SPECIFICATIONS. LIGHT LEGEND • EXISTING LIGHT POLE AND FIXTURES. SEE SITE LIGHTING PLAN FOR TYPES. PROPOSED LIGHT POLE ANO FIXTURES. SEE SITE LIGHTING PLAN FOR TYPES. PROPOSED 12'-14' DECORATIVE PEDESTRIAN LIGHTING. SEE SITE LIGHTING PLAN FOR TYPES. GRAPHIC SCALE 60 120 240 ~-' I I ( IN FEET ) 1 inch = 60 ft. T (206) 522-9510 F (206) 522-8344 wa1mart :):~ STORE #2516-05 EXPANSION RENTON, WA 1 e 17 1 s 19 20 ----J'-----'-'-----'---_:.;"'-----'----=-----J----==----'-----, SITE PLAN NOTES 1. ALL WORK ANO MATERIALS SHALL COMPLY WJTH ALL CITY/COUNTY REGULATIONS AND CODES AND O.S.H.A. STANDARDS. 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THIS PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON SURVEY PREPARED BY BUSH, ROED & HITCHINGS, SIGNED 01-06-2010. THE CONTRACTOR IS RESPONSIBLE FOR VERIF'l1NG FJELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WJTHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 3. CAUTION -NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION Of EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION JS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY Of THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES AND EXISTING IMPROVEMENTS WHICH CONFLICT WJTH THE PROPOSED IMPROVEMENTS ON THE PLANS. 4. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUIIDING UTILITY ENTRANCE LOCATIONS. CONTRACTOR SHALL CONFORM TO ALL FEDERAL, STATE, AND CITY A.D.A. REQUIREMENTS. 5. ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SEED, MULCH AND WATER UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED. SEE LANDSCAPE PLANS AND NOTES. 6. ALL ISLANDS V.,TH CURB & GUTTER SHALL BE LANDSCAPED. THOSE ISLANDS ARE TO HAVE 18• CURB & GUTTER (6" CURB, 1' GUTTER). ALL REMAINING ISLANDS ARE TO BE STRIPED AS SHOWN. 7. CURB RADII ADJACENT TO PARKING STALLS SHALL BE 2'. ALL OTHER CURB RADII SHALL BE 10', UNLESS OTHERWISE NOTED. STRIPED RADII ARE TO BE 5'. 8. DIMENSIONS SHOWN REFER TO FACE OF CURB, FACE OF BUILDING OR TO THE CENTERLINE Of PAVEMENT STRIPING, UNLESS OTHERl'flSE NOTED. 9. EXISTING STRUCTURES WJTHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES SPECIFJCA TIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 11. CONTRACTOR SHALL PRO'vlDE A TEMPORARY TRAFFIC CONTROL PLAN FOR THE CITY ENGINEER'S APPROVAL PRIOR TO ANY WORK WITHIN THE CITY RIGHT-OF-WAY. 12. FIRE LANE STRIPING AROUND BUILDING PERIMETER AND ALGNG FIRE TRUCK ACCESS WAYS SHALL BE INSTALLED AS PART OF THIS CON1RACT, IN ACCORDANCE WITH THE LOCAL CODE AND FIRE MARSHAL REQUIREMENTS. 13. REFER TO BOUNDARY SURVEY FOR LEGAL DESCRIPTION, DIMENSIONS OF PROPERTY LINES, BASIS OF BEARINGS & BENCHMARK INFORMATION. {SEE SHEETS CS-1, CS-2, CS-3) 14. ALL NEW ON-SITE PAINTED STRIPING SHALL BE DOUBLE COATED. SEPARATE COATS SHALL BE APPLIED NO SOONER THAN 4 HOURS APART. (CONTRACTOR TO REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL PAVING MARKING REQUIREMENTS.) PARKING LOT STRIPING SHALL BE YELLOW, 4" WJDTH, & DOUBLE COATED. UNLESS OTHERWISE NOTED. LIGHT POLE BASES TO BE PAINTED TRAFFIC YELLOW {DOUBLE COAT). EXISTING STRIPING TO REMAIN TO RECEIVE ONE COAT. 15. THE SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED "THE WALMART STANDARD SITE WORK SPECIFICATIONS". 16. MONUMENT SIGNS SHALL BE INSTALLED BY OTHERS. THE CON1RACTOR SHALL INSTALL CONDUIT AND ELECTRICAL CIRCUIT BElWEEN THE SIGN(S) AND THE LIGHTING PANEL IF NECESSARY. 17. REFER TO ARCH. PLANS FOR SITE LIGHTING ANO ELECTRICAL PLANS. 18. REFER TO SHEET C-8.1 FOR CONCRETE JOINTING DETAILS. 19. ASPHALT FOG SEAL COAT TO BE APPLIED IN ALL EXISTING PARKING AREAS WHICH WILL NOT RECEIVE AN OVERLAY OR NEW SECTION. SITE DATA = 9.9 AC EXISTING SITE ANALYSIS TABLE = 13.6 AC± WALMART 134,352 SF EXISTING LEASE AREA PROPOSED LEASE AREA LAND USE CLASSIFICATION ZONE = COMMERCIAL/MED. INDUSTRIAL = CA ( COMMERCIAL ARTERIAL) PARKING ACCESSIBLE CART CORRALS 618 STALLS* 25 STALLS 10 DOUBLE 4.6 / 1000 GSF LOCAL JURISDICTION IM (INDUSTRIAL MEDIUM) = CITY OF RENTON, WA FLOOD ZONE CLASSIFICATION = ZONE X PARKING DATA EXISTING BUILDING TOTAL= 134,352 SF EXISTING PARKING TOTAL= 618 STALLS EXISTING WALMART PARKING RATIO = 4.6 PER 1,000 SF AffiR EXPANSION PARKING PROVIDED STANDARD (9.0' WJDE) = 658 STALLS COMPACT (8.5' X 16') = 68 STALLS ACCESSIBLE = 19 STALLS MEDIAN AGE = 35 YEARS TOTAL PARKING = 745 STALLS WALMART PARKING RATIO = 5.0 PER 1,000 SF __ CART CORRALS 14 CORRALS(28 STALLS) CITY OF RENTON PARKING RATIO = MAX 5.0 PER 1,000 SF LEGEND ® STD. DUTY PAVEMENT HEAVY DUTY OVERLAY CONCRETE PAVEMENT CONCRETE SIDEWALK PAVEMENT VARIABLE DEPTH REPAIR/REPLACE/OVERLAY PAVEMENT PER ARCH. PLANS CONCRETE CURB & GUTTER PIPE BOLLARD NUMBER OF PARKING STALLS PER ROW, YELLOW STRIPING NON-WALMART PARKING STALLS SEASONAL OUTDOOR GARDEN SALES AREA RATIO *COUNT INCLUDES ACCESSIBLE SPACES ANO SPACES USED BY CART CORRALS PROPOSED SITE ANALYSIS TABLE WALMART 150,244 SF PARKING 745 STALLS* ACCESSIBLE 19 STALLS CART CORRALS 14 DOUBLE RATIO 5.0 / 1000 GSF *COUNT INCLUDES ACCESSIBLE SPACES AND SPACES USED BY CART CORRALS BUILDING DATA EXISTING BUILDING = 134,352 SF EXPANSION = 15,892 SF WALMART TOTAL = 150,244 SF LANDSCAPING DAT A LANDSCAPING REQUIREMENTS = 35 SF PER STALL AREA REQUIRED = 26,075 SF AREA PROVIDED = 29,922 SF III C -·-·- X -11mm:11----- NUMBER OF ASSOCIATE PARKING STALLS PER ROW DENOTES COMPACT ST ALL NEW WALMART PARKING AREA STRIPING EXISTING WALMART PARKING STRIPING TO BE RESTRIPED, ONE COAT CHAIN LINK FENCE WITH GA TE CART CORRAL AISLE MARKER SIGN SAWCUT LOT LINE ,., ..:·t LOT LINE TO B~J'H.oW'ofienton nnmg Division Ai'H 1 a l010 SPA SITE PLAN SPR-1.0 WWW,PACI.AND,COM L---------------------------------------' L.------------------------------------'-----------' ---------------~ ---'I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1 · 16' E 0 n a, 0 0 N co N _Q <1) l_,__ en 3! -0 0 0 N QC 0 z cr: / (/) 0 :z: s ,a: cr: Cl ~ C 0 ·m C 0 o__ X w __c ~ r---- ~ <l) > ,a: ~ <1) C 0 er: / U) <1) E ~ 0, / C 0 ~ C CV cr: / C 0 ~ en C _c <n cj_ ,,- A C D E F G J K L \ No. Date -E3y •• i ' \ Revision De$Cri tion Dealgned By: AKP Dl'.awn By, AKP Checked By: \ ,fl(/i\'..-i ;,!XI:~ fi,\}/,,<i\il'i'} 02-08-2010 SITE PLAN REVIEW -- / .-- 1505 Westlake Ave. N. Suite 305 , / -- , ' ' 1. 3. 4. 5. GRADING NOTES THE DESIGN SHO\\N IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. I THE PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON THE SURVEY PREPARED BY BUSH, ROED & HITCHINGS, SIGNED 12-10-2009. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK M-IICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHO\\N ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HA VE MADE, AT HIS 01\tl EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LANO SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. CAUTION -NOTICE TO CONTRACTOR THE CONTRACTOR IS SPEOFICALLY CAUTIONED AT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES l\l-UCH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. ALL CUT AND FILL SLOPES SHALL BE CONSTRUCTED PER THE IBC CODE AND APPLICABLE LOCAL REGULATION. ALL CUT AND FILL SLOPES SHALL BE 3: 1 OR FLA mR UNLESS OTHERWISE NOTED. EXISTING GRADE CONTOUR INTERVALS SH0\\111 AT 1 FOOT. 10. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED, REPAIRED, AND BROUGHT UP TO GRADE AS NEEDED, ANO EXISTING PIPES TO BE Ol.EANED OUT TO REMOVE ALL SILT AND DEBRIS. 11. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. OEWA}ERING NOTE: WHEN PERFORMING GRADING OPERATIONS DURING PERIODS OF WET WEATHER, PROVIDE ADE QUA TE OEWA TERING, DRAINAGE AND GROUNOWA TER MANAGEMENT TO CONTROL MOISTURE OF SOILS. ALERT TO CONTRACTOR: ALL WALMART GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FINAL UTILITIES, ANO FINAL GRADING) BY THE MILESTONE DA TE IN PROJECT DOCUMENTS. GRAPHIC SCALE 00 --0 ~ 00 W -~--1-JL.__1--1 _____ 1 T (206) 522·9510 F (206) 522-8344 ( IN FEET ) 1 Inch = 60 ft. wa1mart :):c STORE #2516-05 EXPANSION RENTON, WA 17 18 19 20 FOUNDATION SUBSURFACE PREPARATION NOTES UNLESS SPECIFICALLY INDICATED OTHERWISE IN THE DRAWINGS AND/OR SPECIFlCATIONS, THE LIMITS OF THIS SUBSURFACE PREPARATION ARE CONSIDERED TO BE THAT PORTION OF THE Sil£ DIRECTLY BENEATH AND 5 FEET BEYOND THE BUILDING AND APPURTENANCES. APPURTENANCES ARE THOSE ITEMS A TTACHEO TO THE BUILDING PROPER (REFER TO DRA'MNG SHEET SPl) TYPICALLY INCLUDING, BUT NOTE LIMITED TO, THE BUILDING SIDEWALKS, GARDEN CENTER, PORCHES, RAMPS, STOOPS TRUCK WELLS/DOCKS, CONCRETE APRONS AT THE AUTOMOTIVE CENTER, COMPACTOR PAD, ETC. THE BASE AND THE VAPOR BARRIER, WHERE REQUIRED, DOES NOT EXTEND BEYOND THE LIMITS OF THE ACTUAL BUILDING AND THE APPURTENANCES. ESTABLISH THE FINAL SUBGRADE ELEVA llON TO ALLOW FOR THE CONCRETE SLAB, CHOKER COURSE AND BASE. REFERENCE ARCHITECTURAL AND STRUClURAL DRAWINGS FOR REQUIRED SLAB THICKNESS. THE ---INCH THICK BASE MATERIAL SHALL CONFORM TO ----. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ACCURATE MEASUREMENTS FOR ALL CUT AND FILL DEPTHS REQUIRED. ANY PROPOSED ALTERNATIVE BASE MATERIAL MUST BE SUBMlffiO FOR APPROVAL WITHIN 30 DAYS AFTER AWARD OF CONTRACT. ANY EQUIVALENT ALTERNATIVE SHALL ONLY BE USED IF APPROVED IN WRITING BY THE CEC AND AOR. EXISTING FOUNDATIONS, SLABS, PAVEMENTS, ANO BELOW GRADE STRUCTURES SHALL BE REMOVED FROM THE BUILDING AREA. REMOVE SURFACE VEGETATION, TOPSOIL, ROOT SYSTEMS, ORGANIC MATERIAL, EXISTING FILL AND SOFT OR OTHERWISE UNSUITABLE MATERIAL FROM THE BUILDING AREA. PROOFROLL EXPOSED SUBGRAOE. REMOVE AND REPLACE UNSUITABLE AREAS WITH SUITABLE MATERIAL SUBGRADE MATERIAL SHALL BE FREE OF ORGANIC AND OTHER DELETERIOUS MATERIALS AND SHALL MEET THE FOU.OWING REQUIREMENTS: LOCATION WITH RESPECT TO FINAL GRADE P.I. LL BUILDING AREA. BELOW UPPER 4 FEET 10 MAX. 40 MAX. BUILDING AREA. UPPER 4 FEET O MAX. 30 MAX. SUBGRADE MATERIAL SHALL BE PLACED IN LOOSE LIFTS NOT EXCEEDING 10 INCHES IN THICKNESS ANO COMPACTED AT LEASE 95 PERCENT OF THE MODIFlED PROCTOR MAXIMUM DRY DENSITY (ASTM 0-1557) AT A MOISTURE CONTENT WITHIN 2 PERCENT BELOW TO 2 PERCENT ABOVE THE OPTIMUM. THE FOUNDATION SYSTEM SHALL BE AUGER CAST PILES AND GRADE BEAMS. THIS FOUNDATION SUBSURFACE PREPARATION DOES NOT CONSTITUTE A COMPLETE SITE WORK SPECIFICATION. IN CASE OF CONFLICT, INFORMATION COVERED IN THIS PREPARATION SHALL TAKE PRECEDENCE OVER THE WALMART SPECIFICATIONS. REFER TO THE SPECIFICATIONS FOR SPECIFIC INFORMATION NOT COVERED IN THIS PREPARATION. THIS INFORMATION WAS TAKEN FROM A GEOTECHNICAL REPORT PREPARED BY TERRACON DATED 11-30-09. ( GEOTECHNICAL REPORT IS FOR INFORMATION ONLY AND IS NOT A CONSTRUCTION SPECIFICATION). GEOTECHNICAL ENGINEERS EMAIL ADDRESS: TAJONES@TERRACON.COM DRAINAGE SCHEDULE PROPOSED PIPE SCHEDULE STRUCTURE SCHEDULE PIPE# DIAMETER LENGlll SLOPE (ff.) (FT./fT.) SlRUClURE f 1YPE RIM INVERT ill 12· 23.9 0.005 CD 11-48" 24.9' 17.82' - [2] 12· 31.1 0.005 (2) 11-48" 24.9' 17.98' rn 12· 57.6 0.005 Q) 11-48" 25.5' N-18.8 E=l• ?7' [1J 12· 37.6 0.005 © 11-96' 25.4' IN=20,<9. "''T=1B.46' [fil 12· 13.0 0.005 @ OUTLET --20.35' [[] 12· 14.6 0.005 ® INLET --21.5' [I) 12· 45.7 0.005 (j) *11-48" 25.8' 21.6' [ID 12· 18.8 0.005 ® I 24.8' 21.8' [[) 12· 31.9 0.005 ® I 25.2' 21.7' [jQ] 12· 62.1 0.005 ® I 24.8' 21.9' [TI] 8' 67.4 0.005 ® I 24.8' 22.2· ll2I 12· 56.9 0.054 ~ I 24.7' 22.1' !Al 4" VEST. DRAIN 68.D TBD Q.JJ *11-48" 24.8' 21.8' [ID 4" VEST. DRAIN 66.5 TBO ® c.o. 26.2' TBO ~ 4" PLANlER DRAIN 65.6 TBO ® c.o. 26.5' TBD [ID 4• VEST. DRAIN 66.1 TBD • CB CONTAINS TEE FOR SPILL CONTROL [El 4" VEST. DRAIN 73.3 TBD [[] 4• 280.6 TBD fill 4• 116.1 TBO -- [I] 4" RDL 105.3 TBD ., QJ 4" DOCK DRAIN 104.0 TBD LEGEND (SEE PROJECT SURVEY FOR EX. LEGEND) EX. CONTOUR PROPOSED CONTOUR SPOT ELEVATION TYPE I CATCH BASIN TYPE II CATCH BASIN CLEANOUT TO GRADE (C.O.T.G.) STORM DRAIN PIPE 6' CHAINLINK FENCE GUIDE RAIL -__ ....-i2'5--5 -- 26.9 .,,--- • • -x--x- GENERAL NOTES AREA OF ENTIRE PROPERTY = 595,000 SF (13.65 AC) FINISHED FLOOR ELEVATION FFE TOP OF CURB TC TOP Of PAVEMENT w HIGH POINT HP LOW POINT LP ROOF DRAIN LINE RDL FOOTING DRAIN FD RIDGE/VALLEY -RIE>GE-/ -l'At±E-f- RAISED CURB ANO GUffiR AREA OF WORK = APPROXIMATELY 595,000 SF (13.65 AC) VOLUME OF CUT= APPROXIMATELY 9,500 CY (11,500 TONS) VOLUME OF Fill = APPROXIMATELY 9,500 CY (11,500 TONS) Know what's below. SPA GRADING AND DRAINAGE PLAN Callentpi, ~~~f Ji· Planning Division FEB 2 6 20i0 SPR-2.0 vi JAC 1 2/25/2010 PACLAND DRAINAGE REVISIONS PrqectNo.: 10001074 Seattle, WA 98109 www.PAclAND.COM '-----------------------------------' '----------------------------------'----------' t·· ,,, ---Y-4'-----~--~---,--,---·------- . \ \ ''--. ,_ I I I I 1 nt ~ II ------·------------------------------·---------~--! ' ' \ \ r March 29, 2010 . oi p.entoo C1'l.'J . \)"iv\siot1 p1ann1ri9 ~.Y~ \ ~ l~\~ EXISTING CMU PAINT "ROW HOUSE TAN" SW#7689 EIFS PAINT "ROOKWOOD CLAY "-~ SW#2823 21'-4" ----..i---------..... --EXISTING TOP OF PARAPET SPLIT FACE CMU PAINT "COBBLE BROWN ' SW# 6082 Front Elevation Rainier Ave (East) SMOOTH FACE CMU PAINT "ROW HOUSE TAN " SW #7689 ' Rear Elevation (West) "L UEDERS " LIME STONE Walmart Architect 21'-4" TRESPA PANELS "DARK BROWN" SMOOTH FACE CMU PAINT "ROOKWOOD CLAY" SW#2823 TRESPA PANELS "CENTER " February 8, 20 I 0 EIFS PAINT "ROW HOUSE TAN" SW#7689 27'-8" SPLIT FACE CMU PAINT "ROOKWOOD CLAY" SW# 2823 METAL COPING PAINT----. "ROOKWOOD CLAY" SW#2823 #2516 RENTON, WA METAL COPING PAINT "ROOKWOOD CLAY" SW# 2823 INTEGRAL COLORED SPLIT FACE "SADDLE TAN " BY TRENWYTH SMOOTH FACE CMU PAINT "ROOKWOOD CLAY" SW#2823 I '· l FOR AHJ REVIEW -CLIENT APPROVED Bulld ing images shown are an artist ic representation of the desig n intent Actual color or materials may vary from those shown due to final design detailing. NOT FOR CONSTRUC TION 1 1 ; EXISTING CMU PAINT "ROW HOUSE TAN " SW #7689 Elevatior1s 21 '-4 ' EXISTING TOP OF PARAPET FFE 27.5' FFE 27.S' City of Renton Planning Divi sion FEB -8 10\0 I • "·.:>' ""'"---::"'£. "'""'f - ~-., ""~ -r'~-,---_;_' ' ~ - lt .!% .,,,J,.1};,il ;!!;' 'ui ~r:~ , ""~;· . ,..,, .. ·!"' ~-~~ . ..,,..,...,;_ __ Walmart '- March 17, 2010 Renton , WA #2516 2 Cityot A PJanmng De ,nton iv1 sion APR 1 6 LiliO !Pd~rc~ot~© March 17, 2010 Renton, WA #2516 3 City of R Planning o·enton ,11,s ion APR 1 6 2010 IRl(E {C[Eg~/E/[)) W · 1 · ··t '1' a mar l , , Marci, 17, 2010 Renton, WA #2516 4 EXISTING CMU PAIN T ·· "ROW HOUSE TAN" SW#7689 EIFS PAINT "ROOKWOOD CLAY "-~ SW#2823 21'-4 " ----+----------EX ISTI NG . TOP OF PARAPET SPLIT FACE CMU PAINT - 'COBBLE BROWN ' SW# 60 82 Front Elevation Rainier Ave (East) SMOOTH FACE CMU PAINT ~ "ROW HOUSE TAN " SW #7689 I • • r-r "·. ~-------.. -~-.... -.. Rear Elevation (West) r I March 291 2 010 "LUEDERS " LI MES TONE TRESPA PANELS "DARK BROWN" SMOOTH FACE CMU PAlNT -, "ROOKWOOD CLAY " SW#2823 j Rento r,, WA #25 16 TRESPA PANE LS - "CENTER " EIFS PA IN T "ROW HOUSE TAN " SW#7689 SPUT FACE CMU PAIN T _j "ROOKWOOD CLAY" SW# 282 3 METAL COP ING PAINT-- "ROOKWOO D CLAY ' SW#282 3 METAL COPING PAINT "ROOKWOOD CLAY " SW# 2823 IN TEGRAL COLORED SPUT FACE - ··sADDLE TAN " BY TRENWYT H SMOOTH FACE CMU PAINT "ROOKWOOD CLAY " SW #2823 EXl STlNG CMU PA INT "ROW HOUSE TAN " SW #7 689 21'-4 ' EXISTING _____ _.......,.. TOP OF PARAPET FFE 27S FF E 27 S 5 City of Renton Pla nni ng Division APR 19 MO Left Elevation SW Grady Way (South) Right Elevation SW 7th St. {North) Walmart ~:~ I March 29, 201 O L HM DOORS PAINT 'ROOKWOOD CLAY " ~}N# 2823 Renton, WA #2516 21'-4" 21'-4 " SMOOTH FACE CMU PAIN T- "ROVi/ HOUSE TAN " #SW 7689 SMOOTH FAC E CMU PAIN T "ROW HOUSE TAN " SW# 7689 META L COPING PAINT "ROOK\NOOD CLAY' SVv 2823---i I HM DOORS PAINT ~ROOKWOOD CLAY " SW# 2823 1 META l COPiNG PA iNT 1 "ROOK\>VOOD ClAY ' Sir';'# 2823 -SMOOTH FACE. CMU PAINT "ROOK WOOD CLAY " SW# 282 3 . . . \' . '-'~ ~,-- ···• ". L SMOOTH FACE CMU PAINT "ROW HOUSE TAN " #Sl/ll 7689 -SMOOTH FACE CMU PAINIT "ROO!ONOOD CLAY' SW# 2823 FFE 27 S ffE 27.5' 6 City of Renton Planning Divi sion APR I 9 titO