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Home My WebLink AboutR-418505AS -BUILT SET LO W 10 i Uj I- », 15 14 a 19 TYP. 17 5 � sD T -/ TT - _" -- - T T T T 5 / 1 8 % III �0 - - - _ �II�� 25 19 TYP. 1 ADJUSTTOGRADE 15 i /I 20 7YP. illll 1 I 1 1 sD 14 / If I 10 1 1 20 TYP.--- 1 -� 0 9 I I I ---13 _III j 9 II 1 ii 1 i 1 6 1 4 14 1 1 a In / / % 1 � All� L. ��_ ��i� ---�� - L�� --- -- C -1 5 P / 18 4 13 - ,z - - - - - - 3° / / / ° ° a Qa 14a s° DEMOLITION PLAN A SD X SToR,GF � 0 � SD 21 = = I SITE PLAN DEMOLITION NOTES 33 30 TYP. 39 34 <PROPOSED BUILDING EXPANSION v v v v v v v v v v v v v v v v v v v v� VOTE: SEE SHEET C6 - UTILITY PLAN FOR THE UTILITY DEMOLITION PLAN AND THE JTILITY IMPROVEMENTS 23 TYP. x F- x X x SD X Xt�T� x SD TYP. 19 TYP. a 5 4 o I \\ 19 TYP. NF � 1655EVT 2 a X SD 23 TYP. X X X� SD 27 12 25 26 27 28 29 30 7 1 8 9 1 10 1 11 Al- 35 22 TYP. ,� 22 TYP. a 24 22 TYP. p 36 35 38 2 TYP. _ Z. I 1 'if £l %rol 9 91 Ll 81 l£ Z£ ££ 4£ S£ S1� 38 37 f 21 - 26 24 28 r 1 32 35 38 23 TYP. 23 P. ER OI 21 19 i 20 �1 21 22 23 24 \ 36 37 38, 39 40 1 r - 71 a EVT 24 1 21 - J - - - C� - - - - - - - - - - - �I A 1. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSAL (IN A LOCATION APPROVED BY ALL GOVERNING AUTHORITIES) 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, UTILITIES, ETC., SUCH THAT THE ANY EXISTING UTILITIES IS THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE DONE BEFORE HE COMMENCES ANY 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 CONTRACTORS FAILURE TO EXACTLY MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE SPECIFICATIONS. PRIOR TO DEMOLITION OCCURRING, LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE OWNER OR ENGINEER WILL ASSUME NO LIABILITY FOR ANY DAMAGES ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED. SUSTAINED OR COST INCURRED BECAUSE OF THE OPERATIONS IN THE VICINITY OF EXISTING UTILITIES OR STRUCTURES, NOR FOR TEMPORARY 2. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THE DEBRIS IN A LAWFUL MANNER. THE BRACING AND SHORING OF SAME. IF IT IS NECESSARY TO SHORE, BRACE, SWING OR RELOCATE A UTILITY, THE UTILITY 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 SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL Al RELOCATION OF UTILITIES. THE 11. THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALL TIMES ONE COPY OF THE CONTRACT DOCUMENTS INCLUDING PLANS, CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY SPECIFICATIONS, COPIES OF ANY REQUIRED CONSTRUCTION PERMITS, AND EROSION CONTROL PLANS AND INSPECTION REPORTS (SWPPP). 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 OWNER/ENGINEER BEFORE COMMENCING RESPONSIBLE FOR PAYING ALL FEES AND CHARGES. WORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER AND NOTIFICATION TO THE 4. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE ENGINEER. NO CONSIDERATION WILL BE GIVEN TO CHANGE ORDERS 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. PRIOR TO THE START CONSTRUCTION OF THE AFFECTED ITEM. OF ANY 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 OSHA STANDARDS FOR EXCAVATION AND TRENCHING PROCEDURES. UTILITIES. CONTRACTOR SHALL USE SUPPORT SYSTEMS, SLOPING, BENCHING, ETC. AS NECESSARY FOR THESE OPERATIONS, AND SHALL COMPLY WITH ALL 5. ALL EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR AS THE ONLY OBSTACLES THAT OSHA PERFORMANCE CRITERIA. MAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE TO 14. DO NOT INTERRUPT EXISTING UTILITIES SERVICING FACILITIES OCCUPIED AND USED BY THE OWNER OR OTHERS DURING OCCUPIED HOURS ALL UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINES AND 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 SHALL BE GROUTED IF UNDER BUILDING. SHALL ONLY OCCUR AFTER ACCEPTABLE TEMPORARY SERVICE HAS BEEN PROVIDED. 6. ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC CABLE Al GAS LINES NEEDING TO BE REMOVED OR RELOCATED SHALL 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 -APPROVED BY THE ENGINEER AND OWNER THE UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. CONTRACTOR SHALL PAY CLOSE ATTENTION TO PRIOR TO STOCKPILING. EXISTING UTILITIES WITHIN THE ANY ROAD RIGHT OF WAY DURING CONSTRUCTION. 16. QUANTITIES SHOWN HERE ARE APPROXIMATE AND ARE PROVIDED FOR CONVENIENCE ONLY AND NOT FOR BID PURPOSES. CONTRACTOR SHALL 7. CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING BARRICADES ENCLOSURES ETC. AND OTHER APPROPRIATE BEST ,( VERIFY QUANTITIES NECESSARY TO DEMO FACILITIES SHOWN. MANAGEMENT PRACTICES) AS APPROVED BY CITY AND OWNER. SHOULD REMOVAL Al RELOCATION ACTIVITIES DAMAGE EXISTING FACILITIES 17. ASBESTOS OR HAZARDOUS MATERIAL, IF FOUND ON SITE, SHALL BE REMOVED BY A LICENSED HAZARDOUS MATERIAL CONTRACTOR. REFERENCE TO REMAIN, THE CONTRACTOR SHALL PROVIDE NEW MATERIALS/ STRUCTURES IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. EXCEPT FOR ARCHITECTURAL PLANS FOR LIMITS OF BUILDING DEMOLITION. MATERIALS DESIGNED TO BE RELOCATED ON THIS PLAN, ALL OTHER CONSTRUCTION MATERIALS SHALL BE NEW.DAMAGE TO ALL EXISTING CONDITIONS TO REMAIN WILL BE REPLACED AT CONTRACTOR'S EXPENSE. 8. CONTRACTOR SHALL LIMIT SAW -CUT & PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS REQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS, BUT IF ANY DAMAGE IS INCURRED ON ANY OF THE SURROUNDING PAVEMENT, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IT'S REMOVAL AND REPAIR. 0 CCD #6 9. IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES WHICH MAY HAVE BURIED OR AERIAL UTILITIES WITHIN OR NEAR THE CONSTRUCTION AREA BEFORE COMMENCING WORK. THE CONTRACTOR SHALL PROVIDE 72 HOURS MINIMUM NOTICE TO ALL UTILITY COMPANIES PRIOR TO BEGINNING CONSTRUCTION. 10. ALL EXISTING UTILITIES SHOWN ARE LOCATED ACCORDING TO THE INFORMATION AVAILABLE TO THE ENGINEER AT THE TIME THE DRAWINGS WERE PREPARED AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE ENGINEER. GUARANTEE IS NOT MADE THAT ALL NOTE: INFORMATION FOR AS -BUILT DRAWINGS SUPPLIED BY GENERAL CONTRACTOR. NO. I REVISION SITE LEGEND EXISTING BUILDING TO REMAIN ® EXISTING BOLLARD TO REMAIN -X-X- EXISTING FENCE TO REMAIN EXISTING CURB& GUTTER TO REMAIN CAUTION - NOTICE TO CONTRACTOR IN a EXISTING STORM INLET TO REMAIN 1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON EXISTING SIGN TO REMAIN MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE 0 EXISTING SITE LIGHTING TO REMAIN TIME OF SURVEY AND IS TO BE CONSIDERED AN 0 o APPROXIMATE LOCATION ONLY. IT IS THE ❑-EE EXISTING SITE LIGHTING TO BE RELOCATED CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY so EXISTING STORM SEWER MANHOLE TO REMAIN THE LOCATION OF ALL UTILITIES, PUBLIC OR Know what'sb e I ow. PRIVATE, WHETHER SHOWN ON THE PLANS OR COI I before you dig. EXISTING FIRE HYDRANT TO BE RELOCATED NOT, PRIOR TO CONSTRUCTION. REPORT ANY All PROPOSED FIRE HYDRANT DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION. Ia EXISTING IRRIGATION VALVE TO REMAIN 2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS THE EXISTING CONCRETE PAVEMENT CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH EXISTING ASPHALT PAVEMENT POTHOLING OR ALTERNATIVE METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO CONSTRUCTION. PROPOSED CONCRETE PAVEMENT PROPOSED ASPHALT PAVEMENT SEAL COAT TO REMOVE EXISTING STRIPING FOR NEW PICKUP STALLS AND ASSOCIATED PARKING STALL MODIFICATIONS. EXISTING ASPHALT TO BE REMOVED LANDSCAPE AREA = PROPOSED PICK-UP SIGN PROPOSED CURB AND GUTTER - - - - - - - PROPOSED SAWCUT LINE AND LIMITS OF REMOVAL SITE PLAN SCHEDULE NOTES O REMOVE EXISTING CURB AND GUTTER. O EXISTING CONCRETE SIDEWALK TO REMAIN. O EXISTING CONCRETE PAVEMENT TO REMAIN. O EXISTING ASPHALT TO REMAIN. O EXISTING CURB AND GUTTER TO REMAIN. O EXISTING LIGHT POLE TO REMAIN AND TO BE PROTECTED IN PLACE THROUGHOUT CONSTRUCTION. SHORING MAY BE REQUIRED DURING CONSTRUCTION. O EXISTING FIRE HYDRANT TO REMAIN AND TO BE PROTECTED IN PLACE THROUGHOUT CONSTRUCTION. O8 EXISTING STORM MANHOLE TO REMAIN AND TO BE PROTECTED IN PLACE THROUGHOUT CONSTRUCTION. O REMOVE EXISTING LANDSCAPING. 10 EXISTING LANDSCAPING TO REMAIN AND TO BE PROTECTED IN PLACE THROUGHOUT CONSTRUCTION. CONTRACTOR TO REPLACE ANY DAMAGED LANDSCAPING. 11 EXISTING FIRE HYDRANT TO BE REMOVED AND SALVAGED TO CITY OF RENTON. (SEE UTILITY PLAN) 12 EXISTING LIGHT POLE TO BE REMOVED AND RELOCATED. BASE TO BE REMOVED AND LIGHT FIXTURE AND POST TO BE SALVAGED FOR RE -USE. 13 EXISTING CONCRETE SIDEWALK TO BE REMOVED. 14 SAWCUT EXISTING PAVEMENT TO CLEAN EDGE AND REMOVE PAVEMENT WITHIN SAWCUT BOUNDARY, BOTH ASPHALT AND CONCRETE. 15 EXISTING STORM SEWER INLET TO REMAIN AND TO BE PROTECTED THROUGHOUT CONSTRUCTION. 16 EXISTING STOP SIGN TO REMAIN. 17 EXISTING PAVEMENT MARKINGS TO REMAIN. 18 EXISTING PAVEMENT MARKINGS TO BE REMOVED. 19 EXISTING PARKING STRIPING TO REMAIN. 30 20 EXISTING PARKING STRIPING TO BE REMOVED. 21 PROPOSED ASPHALT PAVEMENT (SEE SITE DETAILS). 22 PROPOSED PICKUP STALL STRIPING (SEE SITE DETAILS). 23 PROPOSED PICKUP STALL SIGNAGE MOUNTED ON BOLLARD/BREAKAWAY POST AS SHOWN ON PLAN (SEE SITE DETAILS). 24 PROPOSED CURB AND GUTTER (SEE SITE DETAILS). 25 EXISTING LANDSCAPING TO BE REMOVED 26 PROPOSED LANDSCAPING TO MATCH PREVIOUS CONDITIONS 27 PROPOSED LOCATION FOR EXISTING LIGHT POLE AND FIXTURE TO BE RELOCATED. (SEE UTILITY PLAN) 28 PROPOSED STOP BAR AND LETTERING PAVEMENT MARKING. (SEE SITE DETAILS) 29 PROPOSED BUILDING ADDITION. (SEE ARCHITECTURAL PLANS) 30 PROPOSED CONCRETE SIDEWALK, REFERENCE PLAN FOR WIDTH. (SEE SITE DETAILS) 31 PROPOSED CONCRETE PAD FOR FIRE HYDRANT MOUNTING. (SEE SITE DETAILS) 32 PROPOSED ASSOCIATE CROSSWALK. (SEE SITE DETAILS) 33 PROPOSED CONCRETE BOLLARD. (SEE SITE DETAILS) 34 PROPOSED CONCRETE RAMP. (SEE SITE DETAILS) 35 PROPOSED R1-56 "STOP HERE FOR PEDESTRIANS" SIGNAGE. (SEE SITE DETAILS) 36 PROPOSED R5-1 "DO NOT ENTER SIGNAGE". (SEE SITE DETAILS) 37 PROPOSED 30"X30" STOP SIGN. (SEE SITE DETAILS) 38 NEW SIGN MOUNTING AND BASE WITH BREAKAWAY POST 39 PROPOSED PICKUP SIGNAGE, MOUNTED TO WALL 40 EXISTING STORM SEWER MANHOLE TO BE REMOVED GRAPHIC SCALE 0 15 30 60 ( IN FEET) 1 inch = 30 ft. rA�r� % c� �'✓p 56606 s`s�Oh'AL 6 08/31 /2023 JSB 07/30/21 SURVEYED. SCALE: TJK HORIZONTAL- DESIGNED: AS NOTED %CITY OF JSB Co RENTON DRAWN: JSB • DATUM CHECKED: RCJ Planning/Building/Public Works Dept. BY DATE APPR APPROVED: BDA KEY MAP NOT TO SCALE PARKING INFORMATION **TOTAL PARKING PROVIDED TOTAL PARKING RATIO BUILDING SO. FT. SPACES SPACES APPROX. 150,158 SF 837 SPACES (EXISTING) 5.57/1,000 SF OF BUILDING AREA (EXISTING) APPROX. 154,705 SF 825 SPACES (PROPOSED) 5.33/1,000 SF OF BUILDING AREA (PROPOSED) PROPOSED PARKING INCLUDES 41 PICKUP STALLS * EXISTING BUILDING SQUARE FOOTAGE FROM WALMART'S ELECTRONIC OWNER'S MANUAL ** PARKING COUNT IS FROM WALMART'S ELECTRONIC OWNER'S MANUAL AND DOES NOT INCLUDE CART CORRALS *** ALL PICKUP PARKING STALLS TO BE A MINIMUM OF 10'X18' (12' O.C.) IN VICINITY OF CANOPY. ADDITIONAL PICKUP STALLS INDICATED ON PLAN TO MATCH TYPICAL DIMENSIONS SHOWN. SITE NOTES 120 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES AND O.S.H.A. STANDARDS. 2. 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 BUILDING UTILITY ENTRANCE LOCATIONS. 3. ALL CURBED RADII ARE TO BE 2' OR 10' UNLESS OTHERWISE NOTED. 4. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 5. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) 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 REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 7. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY BY A LAND SURVEYOR. 8. THE SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED "THE SITE SPECIFIC SPECIFICATIONS". 9. ALL EXISTING UTILITIES SHOWN WITHIN THE CONSTRUCTION LIMITS TO REMAIN TO BE PROTECTED IN PLACE. SWPPP NOTES CONTRACTOR SHALL PREVENT ANY EROSION Al SEDIMENTATION TRANSPORT FROM BEING RELEASED FROM THE REPAIR AREAS THROUGHOUT CONSTRUCTION. CONTRACTOR SHALL UTILIZE BMP'S (STRAW WATTLES, SILT DIKE ON PAVEMENT, ETC.) AS NECESSARY TO PREVENT RUNOFF FROM THE REPAIR AREAS. NOTE: CONTRACTOR SHALL PROTECT ALL EXISTING SURVEY MONUMENTATION. CONTRACTOR SHALL HAVE LICENSED SURVEYOR REPLACE ANY DAMAGED OR DISTURBED MONUMENTATION A THEIR COST. NOTE: CONTRACTOR MUST COORDINATE WORK WITH UTILITY COMPANY AND CITY PRIOR TO BEGINNING WORK AND IS RESPONSIBLE FOR ALL MATERIALS, LABOR, REPAIRS, ETC. TO COMPLETE WORK AND RESTORE AREA TO SAME STATE PRIOR TO STARTING WORK. NOTE: CONTRACTOR RESPONSIBLE FOR AS -BUILT DRAWINGS, TESTS, REPORTS Al ANY OTHER CERTIFICATES OR INFORMATION AS REQUIRED FOR ACCEPTANCE OF WORK FROM CITY, UTILITY DISTRICTS OR ANY OTHER GOVERNING AGENCY. AS-BUILTS SHALL BE SIGNED AND CERTIFIED BY A LICENSED SURVEYOR OR ENGINEER. GENERAL CONTRACTOR'S SURVEYOR SHALL VERIFY ALL HORIZONTAL CONTROL DIMENSIONING PRIOR TO CONSTRUCTION STAKING. SURVEYOR MUST VERIFY ALL BENCHMARK, BASIS OF BEARING AND DATUM INFORMATION TO ENSURE IMPROVEMENTS WILL BE AT THE SAME HORIZONTAL AND VERTICAL LOCATIONS SHOWN ON THE DESIGN CONSTRUCTION DRAWINGS. PRIOR TO CONSTRUCTION STAKING ANY DISCREPANCY MUST BE REPORTED TO OWNER AND ENGINEER PRIOR TO CONTINUATION OF ANY FURTHER STAKING OR CONSTRUCTION WORK. PERVIOUS AREAS TABLE REDUCTION IN PERVIOUS AREAS PROPOSED PERVIOUS AREAS NET PERVIOUS AREA LOSS 1151.50 SF 331.00 SF 820.50 SF z R-418505 O m Z IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q 0- X /W I..L U_ 0- WALMART #2516 07/29/2021 nELDBOOK:B00K PAGEI PAGE WALMART SUPERCENTER PICKUP EXPANSION CONSTRUCTION DOCUMENTS DEMOLITION & SITE PLAN Q DRAWINGC2.1 2 • 1 SHEET- 4 OF. 17