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Home My WebLink AboutR-418504SITE LEGEND ISO 00 T C) LLI I— I 15 16 In II . 19 n Il0 IT 19 IMP .L 55 d15 >I /+ 19 TYP. 18 nP ADIUSTTOGRADE 1P18 7( e 3At 911 f1 II 5N I PA' 11 I I LT �d I I I I I I I I I I : _zl In_��) 0 1B 5 f--- I 5 B 0 I L _—------f J e --y—i Tom_ W _T DEMOLITION PLAN ■ ■ FX/SJ/N� _ ■ 6T0�06 35 3B v� y ) _aaaa _____—-�_,�-35' I31 I } 9 24 II I — T I 21 21— I —s ---- PROPOSED BUILDING EXPANSION .a. ■ SITE PLAN DEMOLITION NOTES NOTE' SEE SHEET CB - UTILITY PLAN FOR THE UTILITY DEMOLITION PLAN AND THE UTILITY IMPROVEMENTS v 2] B 9 IC. II 1/3 / / Z ID TVP2l TYC 91 `N1 1 91 If V N Y W I R I a I M w I — F _ w 3s 38 TIFT a P- (D) 2 I______ d I mill 1, THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION,REMOVAL, AND DISPOSAL(INA LOCATION APPROVEDBY ALL GOVERNINGAUTHORIIIES) EXISTING UNDERGROUND UTILITIES ARE SHOWN OR THAT THE LOCATION OF THOSE SHOWN ARE ACCURATE. FINDING THE ACTUAL LOCATION OF ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES, DRAINAGE STRUCTURES, JIBLI➢ES, ETC., SUCH THAT THE ANY RISING UTILITIES IS THE CONTRACTOR'S RESPONSIBILRY AND SHALL BE DONE BEFORE HE COMMENCES ANV WORK IN THE VICINITY. IMPROVEMENTS SHOWN ON THE PROPOSED PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE FURTHERMORE, THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY AND ALL DAMAGE DUE TO THE COMPACTORS FAILURE TO EXACTLY MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE SPECIFICATIONS. PRIOR TO DEMOLITION OCCURRING, LOCATE AND PRESERVE MY AND All UNDERGROUND UTILISES. THE OWNER OR ENGINEER WILL ASSUME NO LIABILITY FOR ANY DAMAGES AIL EROSION CONTROL DEVICES ARE TO BE INSTALLED. SUSTAINED OR COST INCURRED BECAUSE OF THE OPERATIONS IN THE VICINRY OF EXISTING 01LITISO OR STRUCTURES. NOR FOR TEMPORARY 2 THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS MOM THE SIZE AND DISPOSING THE DEBRIS IN A LAWFUL MAN NER. THE BRACING AND SHORING OF SAME. IF IT IS NECESSARY TO SHCRR GRACE, MING OR RELOCATE A UTILITC THE U➢UTE COMPANY OR DEPARTMENT CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL. AFFECTED SHALL BE CONTACTED BY THE CONTRACTOR AND THEIR PERMISSION OBTAINED REGARDING THE METHOD TO USE FOR SUCH WORK. 3. THE CONTRACTOR SHI COORDINATE WITH RESPECTIVE ERILIFY COMPANIES PRIOR TO THE REMOVAL MI RELOCATION OF UTILNIEB.THE It THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALLTIMES ONE COPY OF THE CONTRACT DOCUMENTS INCLUDING PUNS CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY SPECIFICATIONS, COPIES OF MY REWIRED CONSTRUCTION PERMITS. AND EROSION CONTROL PUNS AND INSPECTION REPORTS(SWPPN. COMPANY THEMSELVES AND ANY FEES WHICH ARE TO BE PAID TO THE -UTILITY COMPANY FOR THEIR SERVICES. THE CONTRACTOR IS 12. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNERIENGINEER BEFORE COMMENCING RESPONSIBLE FOR PAYING ALL FOS ME CHARGES. WORK. NO FIELD CHANCES OR DEVIATIONS FROM DESIGN ARE TO BE WE WITHOUT PRIOR APPROVAL OF ME OWNER AND NOTIFICATION TO THE 4, THE LOCATIONS OF AIL EXISTING LRILRIES SHOWN ON THIS PENN HAVE BEEN DETERMINED MOM THE BEST INFORMATION AVAILABLE AND ME ENGINEER. NO CONSIDERATION WILL BE GIVEN TO CHANGE UNLESS FOR WHICH THE OWNER AND ENGINEER WERE NOT CONTACTED PRIOR TO GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRICATOTHESTART CONSTRUCTION OF THE AFFECTED TERM. OF MY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR MARKING ONSITE LOCATIONS OF EXISTING 13. CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST WHASTANDARDS FOR EXCAVATICN AND TRENCHING PROCEDURES. UTILITIES. CONTRACTOR SHALL USE SUPPORT SYSTEMS, SLOPING, BENCHING, ETC. AS NECESSARY FOR THESE OPERATIONS, AND SHALL COMPLY WITH ALL 5. AIL EXISTING SEWERS PIPING AND UPMTIES SHOWN ME NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR AS THE ONLY OBSTACLES THAT OSHA PERFORMANCE MERGE, MAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND MY ANTICIPATED FEATURES. GIVE NOTICE TO 14. DO NOT INTERRUPT EXISTING LRILRIES SERVICING FACILITIES OCCUPIED AND USED BY ME OWNER OR OTHERS DURING OCCUPIED HOURS NI UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINES ANO CAP All LINES BEFORE PROCEEDING WITH THE EXCEPT WHEN SUCH INTERRUPTIONS HAVE BEEN AUTHORIZED IN WRITING BY THE OWNER AND THE LOCAL MUNICIPALITIES. INTERRUPTIONS WORK UTILITIES DETERMINED TO BE ABANDONED AND LEFT IN PLACE MAYBE BE GROUTED IF UNDER BUILDING. SHALL ONLY OCCUR AFTER ACCEPTABLE TEMPORARY SERVICE HAS BEEN PROVIDED. B. ELECTRICLL, TELEPHONE, CABLE,WATER, FIBER OPTIC CABLE MOOR GAS UNES NEEDING TO BE REMOVED OR RELOCATED SHyI BE 15. ANY RECYCLED MATERIAL TO BE STOCKPILED ON THE SITE SHALL BE STORED IN AS SMALL AN AREA AS PRACTICAL AND THE LOCATION OF ANY COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH STOCKPILE SHALL BE WELL CLEAR OF THE BUILDING PAD AREA AND THE LOCATION MUST BE PRE-0PPRONED BY THE ENGINEER AND OWNER THE MILDLY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE CONTRACTOR SHALL PAY CLOSE ATTENTION TO PRIOR TO STOCKPILING. EXISTING DITTIES WITHIN THE MY ROAD RIGHT OF WAY DURING CONSTRUCTION. 16. CUMULUS SHOWN HERE ARE APPROXIMATE AND ARE PROVIDED FOR CONVENIENCE ONLY AND NOT FOR BID PURPOSES. CONTACTOR SHAII T. CONTRACTOR MUST PROTECT THE PUBLIC AT All TIMES WITH PENDING, BARRICADES ,ENCLOSURES , ETC (AND OTHER A➢PROPRNTE BEST VERIFY QUANTEIES NECESSARY TO DEMO FACILITIES SHOWN. MANAGEMENT PRACTICES) AS APPROVED BY CITY AND COMER. SHOULD REMOVAL MGM RELOCATION ACTIVITIES DAMAGE EXISTING FACULTIES 17 ASBESTOSORHAZARDOUSMATERIAL IFFOUNDONSITE,$H BEREMOVEDBVAUCENSEDHAZARDOUSMATERIALC WUUOR.REFERENCE TO REMAIN, THE CONTRACTOR SHALL PROPSE NEW MATERIALID STRUCTURES IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. EXCEPT FOR ARCHITECTURAL PLANS FOR LIMITS OF BUILDING DEMOLITION. MATERIALS DESIGNED TO BE RELOCATED ON THIS PUN. All OTHER CONSTRUCTION MATERIALS SHALL BE NEW DAMAGE TO ALL EXISTING CONDEICNS TO REMAIN WILL M REPLACED AT CONTRACTORS EXPENSE. 8. CONTRACTOR SHALL LIMIT SAWLUTB PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS REQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS, BUT IF ANY DAMAGE IS INCURRED ON MY OF THE SURROUNDING PAVEMENT, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ES REMOVAL AND REPAJR B. IT IS ME CONTRACTORS RESPONSIBILTYTO CONTACT THE VARIOUS UTILITY COMPANIES WHICH MAY HAVE BURIED OR AERIAL UTILITIES WITHIN OR NEAR THE CONSTRUCTION AREA BEFORE COMMENCING Y OK THE CONTRACTOR SHALL PROVIDE 72 HOURS MINIMUM NOTICE TO ALL U ILTY COMPANIES PRIOR TO BEGINNING CONSTRUCTK%I. 10. ALLEXISTING UTILITIES SHOWN ME LOCATED ACCORDING TO THE INFORMATION AVAILABLE TO THE ENGINEERATTHE TIME THE DRAWINGS NO. I REVISION / / / / / / / / EXISTING BUILDING TO REMAIN ° EXISTING BONARD TO REMAIN —XX— EXISTING FE NCE TO REMAIN ■ EXISTING STORM INLET TO REMAIN E%UTING SIGN TO REMAIN :TEE EXISTING SITE LIGHTING TO REMAIN :LEE EXISTING SITE LIGHTING TO BE RELOCATED p EXISTNC STORM MARCH MANHOLE TO REMAIN E%IS HNG FIRE HYDRANT TO BE RELOCATED A PROPOSED FIRE HYDRANT EXISTING IRRIGATION VALVE TO REMAIN EXISTING CONCRETE PAVEMENT EXISTING ASPHALT PAVEMENT PROPOSED CONCRETE PAVEMENT PROPOSED ASPHALT PAVEMENT SEAL COAT TO REMOVE EXISTING STRIPING F01 PARKING STALL MODIFKATIONS. EXISTING ASPHALT TO BE REMOVED EMDscAPEMEA 0 + PROPOSE➢ PICK-UP SIGN PROPOSEOCURBANDMIFTER — — — — — — — PROPOSED SAWCUT LINE AND LIMITS OF REAP SITE PLAN SCHEDULE NOTES CAUTION - NOTICE TO CONTRACTOR I. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND RVEYALD SURFACE EVIDENCE D THE TIME OFSATE LOCATION TONE CONSIDERED AN 0 APPROXIMATE LOCATION ONLY. IT IN THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES, PUBLIC OR Know"aVsbelOW. PRIVATE, WHETHER SHOWN ON THE PLANS OR CON betas you dle. NOT, PRIOR TO CONSTRUCTION. REPORTANY DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION. 2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO CONSTRUCTION. EXIST NG CONCRETE SIDEwAix TO REMAIN. EXISTING CONCRETE PAVEMENT TO REMAIN. EXISTING ASPHALT TO REMAIN. EAST NG CURB AND GUTTER TO REMAIN. EXISTING UGHT POLE TO REMAIN AND TO BE PROTECTED IN PEACE THROUGHOUT CONSTRUCTION. SHORING MAY BE REQUIRED DURING CONSTRUCTION. EXIST NG FIRE HYDRANT TO REMAI N AND TO BE PROTECTED IN PEACE THROUGHOUT CONSTRUCTION. EXIST I NG STORM MANHOLE TO REMAI N AND TO BE PROTECTED IN PUCE TH ROUGHOIR CONSTRUCTION, REMOVE EXISTING LANDSCAPING. EXIST NG LANDSCAPING TO REMAIN AND TO BE PROTECTED IN PUCE THROUGHOUT CONSTRUCTION. CONTRACTOR TO REPLACE ANY DAMAGED WIDSCAPING. EXIST NO FIRE HYDRANT TO BE REMOVED AND SALVAGED TO CITY OF RENTON. (SEE EEILF Y PUN) E%ISTINGUGNTPCLETOBEREMOVEDMDRELOCATED. B4SEMBEREMOVEDANDLIGHTI'DIBUREAND POST TO BE SALVAGED FOR REUSE. EXISTING CONCRETE SIDEWALK TO BE REMOVED. BOTHASPHALTANDCONCRETE. EXIST I NG STORM SEW EA INLET TO REMAIN AND TO BE PROTECTED TH ROUGHOUT CONSTRUCTION, EXIST NG STOP SIGN TO REMAIN, EXIST NG PAVEMENT MARKINGS TO REMAIN. KEY MAP NOT TO SCALE PARKING INFORMATION "TOTAL PARKING PROVIDED TOTAL PARKING RATIO BUILDING SO. FT. SPACES SPACES APP(EMGTI0NG) 158 SF 837 SPACES (EXISTING) 5.5711,0005E OF BUILDING AREA (EXISTI APPROX. 154,705 BE 825 SPACES (PROPOSED) 5.331,000 BE OF BUILDING AREA (PROPOSED) PROPOSED PARKING INCLUDES 41 PICKUP STALLS ' EXISTING BUILDING SQUARE FOOTAGE FROM WNMARTS ELECTRONIC OWNERS MWUAL PICKUP PARKINGOOUMISFROMLS TOO TS ELECTRONICOWNER'S MANUAL ANDCUES NAi INLLU0DDITTR PICKU '^ NLCATEDPMKIN TONATS TOBEALDINEMIONSSH'N2'OC)INVICINITY OFCANOPI. ADOI110NAL PICKUP STALS INDICAIEDON PLW i0 MATCH TYPCAI DWErvS10NS SHOWN. SITE NOTES EXISTING PAVEMENT MNUINOS ttI BE REMOVED. GRAPHIC SCALE EXISTING PARKING STRIPING TO REMAIN. 30 0 15 30 SO 130 EAST NG PARKING STRIPING TO BE REMOVED. PROPOSED ASPHALT PAVEMENT (SEE SEE DETAILS). IN FEET) PROPOSED PICKUP STALL STRIPING(SEESRE DETAILS). 1India SOS . PROPOSED PICKUP STALL SIGNAGE MOUNTED ON WLURWBREAHAWAY POST AS SHOWN ON PUN RISE SITE DETAILS) PROPOSED CURB AND GUTTER (SEE SITE DETAILS). EXISTING LANDSCAPING TO BE REMOVED (SEEUTNnPI-M) PROPOSED STOP BAR AND LETTERING PAVEMENT MARKING. (SEE SITE DETAILS) PROPOSED BUILDING ADDITION. (SEE ARCHITECTURAL PUNS) PROPOSED CONCRETE SIDEWALK, REFERENCE PUN FOR WIDTH. (SEE SITE DETAILS) PROPOSED CONCRETE PAD FOR FIRE HYDRANT MOUNTING. (SEE SITE QUAILS) PROPOSED ASSOCNTE CROSSWALK. RISE SITE DETAILS) PROPOSED CONCRETE BOLLARD. (ME SITE DECALS) PROPOSED CONCRETE SAME. (SEE SITE DETAILS) PROPOSED PH 5B STOP HERE FOR PEDESTRIANS' SIGNAGE(SEE SITE DETAILS) PROPOSED RS1'00 NOT EWER SIGNAGE'.(SEE OR DETAILS) PROPOSED MUKE STOP SIGN. (SEE SITE DETAILS) NEW SIM WOWING AND BASE WITH BREAKAWAY POST PROPOSED PICKUP SIGNAGE MOUNTED TO WALL EAST NG STORM SEWER MANHOLE TO BE REMOVED 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL LIttJLOUNTY REGULATIONS AND CODES AND 0 S H A. STANDARDS. 2. CONTRACTOR SWUL MEER TO THE ARCHITECTURAL PEONS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIOEWPL(S, ME PORCHES, (RUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. S ALL CURBED RADII ME TO BE Z CA IP UNLESS OTHERWISE NOTED. d. ALL DIMENSIONS AND EACH ARE TO ME FACE OF CURB UNLESS OTHERWISE NOTED. 5 EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE A&WDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID. 8 CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING BUT NOT US ME TO AIL UTILITIES STORM DRAINAGE SIGNS TRAFFIC SIGNLLSS POLES ETC. AS REM RED ALL WEEK SHOW BE IN ACCORDANCE WITH AND GOVERNING BY SREOUIREM MST ARIL PROJECT SEE WORKSPECIFICATIONSCA➢ONSPNO MALL BOUNDARY, TOPOGRAPH.ALLCOY AND LL BEREAD INFORMATTE DED IN TAENF SITE BWNOARV,TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROMASURVEY BHA LAND SURVEYOR. 6 THE SIT EWTHIS PROJECT SHALL MEETOR EXCEED THE SITE SPECIFIC SPECIFICATIONS'IONSa . R ALL EXISTING UnuCEs SHOWN WITHIN THE corvsTRucnoN LIMITS TO REMAIN TO BE PROlEC1FL IN PLACE. SWPPP NOTES CONTRACTOR SHALL PREVENT ANY EROSION MESON SEDIMENTATION TRANSPORT FROM BEING RELEASED FROM THE REPAIR AREAS THROUGHOUT CONSTRUCTION. CONTRACTOR SHALL UTILIZE BMPB (STRAW WATTLES, SILT DIKE ON PAVEMENT ETC) AS NECESSARY TO PREVENT RUNOFF FROM THE REPAIR AREAS. NOTECONTRACTOR SHALL PROTECT ALL EXISTING SURVEY MONUMENTATIOx.CONTRACTOR SHALL HAVE LICENSED SURVEYOR REPLACE ANY DAMAGED OR DISTURBED MONUMBNTATION A THEIR COST. NOTE. CONTRACTOR MUST COORDINATE WORK WITH UTILEY COMPANY AND CITY PRIOR TO BEGINNING WORK AND IS RESPONSIBLE FOR ALL MINING, LABOR, REPAIRS, E➢;. TO COMPLETE WORK AND RESTORE AREA TO SAME STATE PRIOR TO STARENGWORK. NOTE CONTRACTOR RESPONSIBLE FOR ASBUILT DRAWINGS, TESTS. REMRTSMMRMY OTHER CERTIFICATES OR INFORMATION AS REQUIRED FOR ACCEPTANCE OF WORK FROM CRY. UTILITY DISTRICTS OR ANY OTHER GOVERNING AGENCY. ASBUILTS SHALL BE SIGNED AND CERTIFIED BY A LICENSED SURVEYOR OR ENGINEER. PERVIOUS AREAS TABLE RPNCIICN IN PFAVIOISMEAS PROPOSED PERVIOUS AREAS NEi FERJIWSPAFALP55 1151E0 BF 331 WSF 82150 BE R-41 8504 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Scott Warlick 8/30/2021 TBK SAS NOTED 11 L1e9�1 WALMART #2516 11712B/21 CITY OF JSB WALMART SUPERCENTER PICKUP EXPANSION '°° DOOR 1Mb RENTON ^'- PACE JSB CONSTRUCTION DOCUMENTS ,., 7 aw D DATUM planning/Building/Public works Dept DEMOLITION & SITE PLAN 2,1 BY DATE APPR �' aDA 4 ■1 Z 0 U) Z Q IL x W IL Y U_ LL r cc ca L J Q