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Home My WebLink AboutRHA2516 AS BUILTS - Combined Set(conflict copy from brandonalley created at 2023-08-31 18-37-14.030).pdfPROJECT AREASW 7TH STREETRAINIER A V E N U E S .SW GRADY WAY LIND AVENUE SW WALMART#2516-249RENTON - WA1 inch = 100 ft.( IN FEET )GRAPHIC SCALE010010020040050IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4185 WALMART #2516WALMART SUPERCENTER PICKUP EXPANSIONCONSTRUCTION DOCUMENTSWALMART PICKUP EXPANSION6CCD #6JSB07/30/21COVERR-418500SHEET INDEXSHEET NO.DESCRIPTIONC0COVERC1NEIGHBORHOOD MAPC2OVERALL SITE PLANC2.1DEMOLITION & SITE PLANC2.2HORIZONTAL CONTROL PLANC3DIRECTIONAL SIGNAGE PLANC4SITE DETAILS (SHEET 1)C4.1SITE DETAILS (SHEET 2)C4.2SITE DETIALS (SHEET 3)C5GRADING PLANC6UTILITY PLANC6.1WATER PLAN & PROFILEC6.2UTILITY NOTESC7EROSION AND SEDIMENT CONTROL PLANC7.1EROSION AND SEDIMENT CONTROL PLAN NOTES AND DETAILSL1LANDSCAPE PLANL2LANDSCAPE PLAN··’ · 6NOTE: INFORMATION FOR AS-BUILT DRAWINGS SUPPLIED BY GENERAL CONTRACTOR.AS-BUILT SET08/31/2023 WALMART #2516 PARCEL ID: 1923059048 USE:RETAIL PROJECT AREA SW 7TH STREET RAINIER AVENUE S.SW GRADY W A YLIND AVENUE SWSW 10TH S T R E E T HARDIE AVENUE SWCOLUMBIA BANK JIMMY MAC'S ROADHOUSE POPEYES LOUISIANA KITCHEN PHO & THAIRESTAURANTSUPER SUPPLEMENTS MAZDADEALERSHIPFORDDEALERSHIPFORD DEA L E R S H I P FORD DEA L E R S H I P DUTCH BROS COFFEE SONIC RESTAURANT MOBIL FUELSTATIONMULTI-USE RETAIL KIA DEALERSHIP FORD DEALERSHIPGMC/BUICK DEALERSHIPCHEVROLET DEALERSHIP KIA DEALERSHIP KIA DEALERSHIP MULTI-USE OFFICEINTERSTATE ALL BATTERY CENTER KIA DEALERSHIP HORIZON DISTRIBUTORS WAREHOUSE WAREHOUSE WAREHOUSE MARKET B&T WAREHOUSE DISTRIBUTORS B&T WAREHOUSE DISTRIBUTORS EM FURNITURE WAREHOUSE NW GOURMET FOODS WAREHOUSE WAREHOUSE WAREHOUSE MULTI-USE OFFICE WORKSOURCE RENTON RENTON SCHOOL DISTRICT 403 TOYOTA DEALERSHIP CURRAN PLAZA RETAIL LEGEND CA - COMMERCIAL ARTERIAL IM - INDUSTRIAL MEDIUM EXISTING PROPERTY LINE ADJACENT PROPERTY LINE PROPOSED PROJECT AREA NOTES 1.ALL PROPERTY LINES WERE APPROXIMATED FROM CITY OF RENTON GIS DATA. 2.ZONING INFORMATION OBTAINED FROM CITY OF RENTON ZONING INFORMATION. 1 inch = 100 ft. ( IN FEET ) GRAPHIC SCALE 0100 100 200 40050 IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4185WALMART #2516 WALMART SUPERCENTER PICKUP EXPANSION CONSTRUCTION DOCUMENTS WALMART PICKUP EXPANSION6 CCD #6 JSB 07/30/21 NEIGHBORHOOD MAP R-418501 6 6 NOTE: INFORMATION FOR AS-BUILT DRAWINGS SUPPLIED BY GENERAL CONTRACTOR. AS-BUILT SET 08/31/2023 X X XXXXXXXXXXXXXXXXXXXXXXXXXEXISTING STORAGE2'10'18'15.12'6.65'R10'R2'16.12' 40.38' 2.67'9.5'9.5'20'20' 20'20'9.5'9.5'19.5'9.5'9.5'19.5'19.1'4'7.33'24' 24.57' 24.5'7.33'7.33' R2' 7' 7'12'SDEXISTING BUILDING TO REMAINEXISTING BOLLARD TO REMAINEXISTING FENCE TO REMAINEXISTING CURB & GUTTER TO REMAINEXISTING STORM INLET TO REMAINEXISTING SIGN TO REMAINEXISTING SITE LIGHTING TO REMAINEXISTING SITE LIGHTING TO BE RELOCATEDEXISTING STORM SEWER MANHOLE TO REMAINEXISTING FIRE HYDRANT TO BE RELOCATEDPROPOSED FIRE HYDRANTEXISTING IRRIGATION VALVE TO REMAINEXISTING CONCRETE PAVEMENTEXISTING ASPHALT PAVEMENTPROPOSED CONCRETE PAVEMENTPROPOSED ASPHALT PAVEMENTSEAL COAT TO REMOVE EXISTING STRIPING FOR NEW PICKUP STALLS AND ASSOCIATEDPARKING STALL MODIFICATIONS.EXISTING ASPHALT TO BE REMOVEDPROPOSED PICK-UP SIGNPROPOSED CURB AND GUTTERXX1 inch = 20 ft.( IN FEET )GRAPHIC SCALE02020408010DYH KEY MAPNOT TO SCALESITENOTE: CONTRACTOR MUST COORDINATE WORK WITH UTILITY COMPANY AND CITY PRIOR TOBEGINNING WORK AND IS RESPONSIBLE FOR ALL MATERIALS, LABOR, REPAIRS, ETC. TOCOMPLETE WORK AND RESTORE AREA TO SAME STATE PRIOR TO STARTING WORK.NOTE: CONTRACTOR RESPONSIBLE FOR AS-BUILT DRAWINGS, TESTS, REPORTS AND/OR ANYOTHER CERTIFICATES OR INFORMATION AS REQUIRED FOR ACCEPTANCE OF WORK FROM CITY,UTILITY DISTRICTS OR ANY OTHER GOVERNING AGENCY. AS-BUILTS SHALL BE SIGNED ANDCERTIFIED BY A LICENSED SURVEYOR OR ENGINEER.NOTE: CONTRACTOR SHALL PROTECT ALL EXISTING SURVEY MONUMENTATION. CONTRACTORSHALL HAVE LICENSED SURVEYOR REPLACE ANY DAMAGED OR DISTURBED MONUMENTATION ATTHEIR COST.GENERAL CONTRACTOR'S SURVEYOR SHALL VERIFY ALL HORIZONTAL CONTROL DIMENSIONINGPRIOR TO CONSTRUCTION STAKING. SURVEYOR MUST VERIFY ALL BENCHMARK, BASIS OFBEARING AND DATUM INFORMATION TO ENSURE IMPROVEMENTS WILL BE AT THE SAMEHORIZONTAL AND VERTICAL LOCATIONS SHOWN ON THE DESIGN CONSTRUCTION DRAWINGS.PRIOR TO CONSTRUCTION STAKING ANY DISCREPANCY MUST BE REPORTED TO OWNER ANDENGINEER PRIOR TO CONTINUATION OF ANY FURTHER STAKING OR CONSTRUCTION WORK.CAUTION - NOTICE TO CONTRACTOR1.ALL UTILITY LOCATIONS SHOWN ARE BASED ONMAPS PROVIDED BY THE APPROPRIATE UTILITYCOMPANY AND FIELD SURFACE EVIDENCE AT THETIME OF SURVEY AND IS TO BE CONSIDERED ANAPPROXIMATE LOCATION ONLY. IT IS THECONTRACTOR'S RESPONSIBILITY TO FIELD VERIFYTHE LOCATION OF ALL UTILITIES, PUBLIC ORPRIVATE, WHETHER SHOWN ON THE PLANS ORNOT, PRIOR TO CONSTRUCTION. REPORT ANYDISCREPANCIES TO THE ENGINEER PRIOR TOCONSTRUCTION.Know what's before you dig.2.WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS THECONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL ANDVERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGHPOTHOLING OR ALTERNATIVE METHOD. REPORT INFORMATION TO THEENGINEER PRIOR TO CONSTRUCTION.SITE LEGENDHORIZONTAL CONTROL PLANIN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4185 WALMART #2516WALMART SUPERCENTER PICKUP EXPANSIONCONSTRUCTION DOCUMENTSWALMART PICKUP EXPANSION6CCD #6JSB07/30/21HORIZONTAL CONTROL PLANR-4185046NOTE: INFORMATION FOR AS-BUILT DRAWINGS SUPPLIED BY GENERAL CONTRACTOR.AS-BUILT SET08/31/2023 STS STS STS SDUESDSD1 inch = 60 ft.( IN FEET )GRAPHIC SCALE0606012024030IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4185 WALMART #2516WALMART SUPERCENTER PICKUP EXPANSIONCONSTRUCTION DOCUMENTSWALMART PICKUP EXPANSION6CCD #6JSB07/30/21OVERALL SITE PLANR-4185026NOTE: INFORMATION FOR AS-BUILT DRAWINGS SUPPLIED BY GENERAL CONTRACTOR.AS-BUILT SET08/31/2023 X XXXXXXXXX EXISTING STORAGEX XXXXXXXXX EXISTING STORAGEPROPOSED BUILDING EXPANSIONREMOVE EXISTING CURB AND GUTTER.EXISTING CONCRETE SIDEWALK TO REMAIN.EXISTING CONCRETE PAVEMENT TO REMAIN.EXISTING ASPHALT TO REMAIN.EXISTING CURB AND GUTTER TO REMAIN.EXISTING LIGHT POLE TO REMAIN AND TO BE PROTECTED IN PLACE THROUGHOUT CONSTRUCTION.SHORING MAY BE REQUIRED DURING CONSTRUCTION.EXISTING FIRE HYDRANT TO REMAIN AND TO BE PROTECTED IN PLACE THROUGHOUT CONSTRUCTION.EXISTING STORM MANHOLE TO REMAIN AND TO BE PROTECTED IN PLACE THROUGHOUT CONSTRUCTION.REMOVE EXISTING LANDSCAPING.EXISTING LANDSCAPING TO REMAIN AND TO BE PROTECTED IN PLACE THROUGHOUT CONSTRUCTION.CONTRACTOR TO REPLACE ANY DAMAGED LANDSCAPING.EXISTING FIRE HYDRANT TO BE REMOVED AND SALVAGED TO CITY OF RENTON. (SEE UTILITY PLAN)EXISTING LIGHT POLE TO BE REMOVED AND RELOCATED. BASE TO BE REMOVED AND LIGHT FIXTURE ANDPOST TO BE SALVAGED FOR RE-USE.EXISTING CONCRETE SIDEWALK TO BE REMOVED.SAWCUT EXISTING PAVEMENT TO CLEAN EDGE AND REMOVE PAVEMENT WITHIN SAWCUT BOUNDARY,BOTH ASPHALT AND CONCRETE.EXISTING STORM SEWER INLET TO REMAIN AND TO BE PROTECTED THROUGHOUT CONSTRUCTION.EXISTING STOP SIGN TO REMAIN.EXISTING PAVEMENT MARKINGS TO REMAIN.EXISTING PAVEMENT MARKINGS TO BE REMOVED.EXISTING PARKING STRIPING TO REMAIN.EXISTING PARKING STRIPING TO BE REMOVED.PROPOSED ASPHALT PAVEMENT (SEE SITE DETAILS).PROPOSED PICKUP STALL STRIPING (SEE SITE DETAILS).PROPOSED PICKUP STALL SIGNAGE MOUNTED ON BOLLARD/BREAKAWAY POST AS SHOWN ON PLAN (SEESITE DETAILS).PROPOSED CURB AND GUTTER (SEE SITE DETAILS).EXISTING LANDSCAPING TO BE REMOVEDPROPOSED LANDSCAPING TO MATCH PREVIOUS CONDITIONSPROPOSED LOCATION FOR EXISTING LIGHT POLE AND FIXTURE TO BE RELOCATED. (SEE UTILITY PLAN)PROPOSED STOP BAR AND LETTERING PAVEMENT MARKING. (SEE SITE DETAILS)PROPOSED BUILDING ADDITION. (SEE ARCHITECTURAL PLANS)PROPOSED CONCRETE SIDEWALK, REFERENCE PLAN FOR WIDTH. (SEE SITE DETAILS)PROPOSED CONCRETE PAD FOR FIRE HYDRANT MOUNTING. (SEE SITE DETAILS)PROPOSED ASSOCIATE CROSSWALK. (SEE SITE DETAILS)PROPOSED CONCRETE BOLLARD. (SEE SITE DETAILS)PROPOSED CONCRETE RAMP. (SEE SITE DETAILS)PROPOSED R1-5B "STOP HERE FOR PEDESTRIANS" SIGNAGE. (SEE SITE DETAILS)PROPOSED R5-1 "DO NOT ENTER SIGNAGE". (SEE SITE DETAILS)PROPOSED 30"X30" STOP SIGN. (SEE SITE DETAILS)NEW SIGN MOUNTING AND BASE WITH BREAKAWAY POSTPROPOSED PICKUP SIGNAGE, MOUNTED TO WALLEXISTING STORM SEWER MANHOLE TO BE REMOVEDEXISTING BUILDING TO REMAINEXISTING BOLLARD TO REMAINEXISTING FENCE TO REMAINEXISTING CURB & GUTTER TO REMAINEXISTING STORM INLET TO REMAINEXISTING SIGN TO REMAINEXISTING SITE LIGHTING TO REMAINEXISTING SITE LIGHTING TO BE RELOCATEDEXISTING STORM SEWER MANHOLE TO REMAINEXISTING FIRE HYDRANT TO BE RELOCATEDPROPOSED FIRE HYDRANTEXISTING IRRIGATION VALVE TO REMAINEXISTING CONCRETE PAVEMENTEXISTING ASPHALT PAVEMENTPROPOSED CONCRETE PAVEMENTPROPOSED ASPHALT PAVEMENTSEAL COAT TO REMOVE EXISTING STRIPING FOR NEW PICKUP STALLS AND ASSOCIATEDPARKING STALL MODIFICATIONS.EXISTING ASPHALT TO BE REMOVEDLANDSCAPE AREAPROPOSED PICK-UP SIGNPROPOSED CURB AND GUTTERPROPOSED SAWCUT LINE AND LIMITS OF REMOVAL1234567891011121314151617181920212223242526272829XXDEMOLITION PLANSITE PLAN1 inch = 30 ft.( IN FEET )GRAPHIC SCALE030306012015DYHKEY MAPNOT TO SCALESITE3031NOTE: CONTRACTOR MUST COORDINATE WORK WITH UTILITY COMPANY AND CITY PRIOR TOBEGINNING WORK AND IS RESPONSIBLE FOR ALL MATERIALS, LABOR, REPAIRS, ETC. TOCOMPLETE WORK AND RESTORE AREA TO SAME STATE PRIOR TO STARTING WORK.NOTE: CONTRACTOR RESPONSIBLE FOR AS-BUILT DRAWINGS, TESTS, REPORTS AND/OR ANYOTHER CERTIFICATES OR INFORMATION AS REQUIRED FOR ACCEPTANCE OF WORK FROM CITY,UTILITY DISTRICTS OR ANY OTHER GOVERNING AGENCY. AS-BUILTS SHALL BE SIGNED ANDCERTIFIED BY A LICENSED SURVEYOR OR ENGINEER.NOTE: CONTRACTOR SHALL PROTECT ALL EXISTING SURVEY MONUMENTATION. CONTRACTORSHALL HAVE LICENSED SURVEYOR REPLACE ANY DAMAGED OR DISTURBED MONUMENTATION ATTHEIR COST.GENERAL CONTRACTOR'S SURVEYOR SHALL VERIFY ALL HORIZONTAL CONTROL DIMENSIONINGPRIOR TO CONSTRUCTION STAKING. SURVEYOR MUST VERIFY ALL BENCHMARK, BASIS OFBEARING AND DATUM INFORMATION TO ENSURE IMPROVEMENTS WILL BE AT THE SAMEHORIZONTAL AND VERTICAL LOCATIONS SHOWN ON THE DESIGN CONSTRUCTION DRAWINGS.PRIOR TO CONSTRUCTION STAKING ANY DISCREPANCY MUST BE REPORTED TO OWNER ANDENGINEER PRIOR TO CONTINUATION OF ANY FURTHER STAKING OR CONSTRUCTION WORK.CAUTION - NOTICE TO CONTRACTOR1.ALL UTILITY LOCATIONS SHOWN ARE BASED ONMAPS PROVIDED BY THE APPROPRIATE UTILITYCOMPANY AND FIELD SURFACE EVIDENCE AT THETIME OF SURVEY AND IS TO BE CONSIDERED ANAPPROXIMATE LOCATION ONLY. IT IS THECONTRACTOR'S RESPONSIBILITY TO FIELD VERIFYTHE LOCATION OF ALL UTILITIES, PUBLIC ORPRIVATE, WHETHER SHOWN ON THE PLANS ORNOT, PRIOR TO CONSTRUCTION. REPORT ANYDISCREPANCIES TO THE ENGINEER PRIOR TOCONSTRUCTION.Know what's before you dig.2.WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS THECONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL ANDVERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGHPOTHOLING OR ALTERNATIVE METHOD. REPORT INFORMATION TO THEENGINEER PRIOR TO CONSTRUCTION.SITE NOTES1.ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS ANDCODES AND O.S.H.A. STANDARDS.2.CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS ANDDIMENSIONS 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, REMOVEDOR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID.6.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTEDON PLANS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS,TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITHGOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS ANDSHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID.7.SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEYBY A LAND SURVEYOR.8.THE SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED "THE SITE SPECIFICSPECIFICATIONS".9.ALL EXISTING UTILITIES SHOWN WITHIN THE CONSTRUCTION LIMITS TO REMAIN TO BEPROTECTED IN PLACE.SWPPP NOTESCONTRACTOR SHALL PREVENT ANY EROSION AND/OR SEDIMENTATION TRANSPORT FROM BEINGRELEASED FROM THE REPAIR AREAS THROUGHOUT CONSTRUCTION. CONTRACTOR SHALLUTILIZE BMP'S (STRAW WATTLES, SILT DIKE ON PAVEMENT, ETC.) AS NECESSARY TO PREVENTRUNOFF FROM THE REPAIR AREAS.DEMOLITION NOTES1.THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSAL (IN A LOCATION APPROVED BY ALL GOVERNING AUTHORITIES)ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES, DRAINAGE STRUCTURES, UTILITIES, ETC., SUCH THAT THEIMPROVEMENTS SHOWN ON THE PROPOSED PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLEMATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE SPECIFICATIONS. PRIOR TO DEMOLITION OCCURRING,ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED.2.THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THE DEBRIS IN A LAWFUL MANNER. THECONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL.3.THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND/OR RELOCATION OF UTILITIES. THECONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITYCOMPANY THEMSELVES AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR SERVICES. THE CONTRACTOR ISRESPONSIBLE FOR PAYING ALL FEES AND CHARGES.4.THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND AREGIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE STARTOF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR MARKING ONSITE LOCATIONS OF EXISTINGUTILITIES.5.ALL EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR AS THE ONLY OBSTACLES THATMAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE TOALL UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINES AND CAP ALL LINES BEFORE PROCEEDING WITH THEWORK. UTILITIES DETERMINED TO BE ABANDONED AND LEFT IN PLACE SHALL BE GROUTED IF UNDER BUILDING.6.ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC CABLE AND/OR GAS LINES NEEDING TO BE REMOVED OR RELOCATED SHALL BECOORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITHTHE UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. CONTRACTOR SHALL PAY CLOSE ATTENTION TOEXISTING UTILITIES WITHIN THE ANY ROAD RIGHT OF WAY DURING CONSTRUCTION.7.CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC., (AND OTHER APPROPRIATE BESTMANAGEMENT PRACTICES) AS APPROVED BY CITY AND OWNER. SHOULD REMOVAL AND/OR RELOCATION ACTIVITIES DAMAGE EXISTING FACILITIESTO REMAIN, THE CONTRACTOR SHALL PROVIDE NEW MATERIALS/ STRUCTURES IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. EXCEPT FORMATERIALS DESIGNED TO BE RELOCATED ON THIS PLAN, ALL OTHER CONSTRUCTION MATERIALS SHALL BE NEW.DAMAGE TO ALL EXISTINGCONDITIONS 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 CONSTRUCTIONPLANS, BUT IF ANY DAMAGE IS INCURRED ON ANY OF THE SURROUNDING PAVEMENT, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IT'SREMOVAL AND REPAIR.9.IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES WHICH MAY HAVE BURIED OR AERIAL UTILITIES WITHINOR NEAR THE CONSTRUCTION AREA BEFORE COMMENCING WORK. THE CONTRACTOR SHALL PROVIDE 72 HOURS MINIMUM NOTICE TO ALL UTILITYCOMPANIES PRIOR TO BEGINNING CONSTRUCTION.10.ALL EXISTING UTILITIES SHOWN ARE LOCATED ACCORDING TO THE INFORMATION AVAILABLE TO THE ENGINEER AT THE TIME THE DRAWINGSWERE PREPARED AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE ENGINEER. GUARANTEE IS NOT MADE THAT ALLEXISTING UNDERGROUND UTILITIES ARE SHOWN OR THAT THE LOCATION OF THOSE SHOWN ARE ACCURATE. FINDING THE ACTUAL LOCATION OFANY EXISTING UTILITIES IS THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE DONE BEFORE HE COMMENCES ANY WORK IN THE VICINITY.FURTHERMORE, THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY AND ALL DAMAGE DUE TO THE CONTRACTORS FAILURE TO EXACTLYLOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE OWNER OR ENGINEER WILL ASSUME NO LIABILITY FOR ANY DAMAGESSUSTAINED OR COST INCURRED BECAUSE OF THE OPERATIONS IN THE VICINITY OF EXISTING UTILITIES OR STRUCTURES, NOR FOR TEMPORARYBRACING AND SHORING OF SAME. IF IT IS NECESSARY TO SHORE, BRACE, SWING OR RELOCATE A UTILITY, THE UTILITY COMPANY OR DEPARTMENTAFFECTED SHALL BE CONTACTED BY THE CONTRACTOR AND THEIR PERMISSION OBTAINED REGARDING THE METHOD TO USE FOR SUCH WORK.11.THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALL TIMES ONE COPY OF THE CONTRACT DOCUMENTS INCLUDING PLANS,SPECIFICATIONS, COPIES OF ANY REQUIRED CONSTRUCTION PERMITS, AND EROSION CONTROL PLANS AND INSPECTION REPORTS (SWPPP).12.ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER/ENGINEER BEFORE COMMENCINGWORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER AND NOTIFICATION TO THEENGINEER. NO CONSIDERATION WILL BE GIVEN TO CHANGE ORDERS FOR WHICH THE OWNER AND ENGINEER WERE NOT CONTACTED PRIOR TOCONSTRUCTION OF THE AFFECTED ITEM.13.CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST OSHA STANDARDS FOR EXCAVATION AND TRENCHING PROCEDURES.CONTRACTOR SHALL USE SUPPORT SYSTEMS, SLOPING, BENCHING, ETC. AS NECESSARY FOR THESE OPERATIONS, AND SHALL COMPLY WITH ALLOSHA PERFORMANCE CRITERIA.14.DO NOT INTERRUPT EXISTING UTILITIES SERVICING FACILITIES OCCUPIED AND USED BY THE OWNER OR OTHERS DURING OCCUPIED HOURSEXCEPT WHEN SUCH INTERRUPTIONS HAVE BEEN AUTHORIZED IN WRITING BY THE OWNER AND THE LOCAL MUNICIPALITIES. INTERRUPTIONSSHALL ONLY OCCUR AFTER ACCEPTABLE TEMPORARY SERVICE HAS BEEN PROVIDED.15.ANY RECYCLED MATERIAL TO BE STOCKPILED ON THE SITE SHALL BE STORED IN AS SMALL AN AREA AS PRACTICAL AND THE LOCATION OF ANYSTOCKPILE SHALL BE WELL CLEAR OF THE BUILDING PAD AREA AND THE LOCATION MUST BE PRE-APPROVED BY THE ENGINEER AND OWNERPRIOR TO STOCKPILING.16.QUANTITIES SHOWN HERE ARE APPROXIMATE AND ARE PROVIDED FOR CONVENIENCE ONLY AND NOT FOR BID PURPOSES. CONTRACTOR SHALLVERIFY QUANTITIES NECESSARY TO DEMO FACILITIES SHOWN.17.ASBESTOS OR HAZARDOUS MATERIAL, IF FOUND ON SITE, SHALL BE REMOVED BY A LICENSED HAZARDOUS MATERIAL CONTRACTOR. REFERENCEARCHITECTURAL PLANS FOR LIMITS OF BUILDING DEMOLITION.PARKING INFORMATION**TOTAL PARKING PROVIDEDTOTAL PARKING RATIOBUILDING SQ. FT.SPACESSPACESAPPROX. 150,158 SF(EXISTING)837 SPACES (EXISTING)5.57/1,000 SF OF BUILDING AREAAPPROX. 154,705 SF(PROPOSED)825 SPACES (PROPOSED)5.33/1,000 SF OF BUILDING AREAPROPOSED 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 STALLSINDICATED ON PLAN TO MATCH TYPICAL DIMENSIONS SHOWN.SITE PLAN SCHEDULE NOTESSITE LEGEND3132SD331112234444555555678401010101010991112131314141414158151515161719TYP.TYP.19TYP.19TYP.19TYP.20TYP.20TYP.18212122TYP.22TYP.22TYP.22TYP.22TYP.23TYP.23TYP.23TYP.23TYP.242424392732343430313329PERVIOUS AREAS TABLEREDUCTION IN PERVIOUS AREASPROPOSED PERVIOUS AREASNET PERVIOUS AREA LOSS1151.50 SF331.00 SF820.50 SF15ADJUST TO GRADE283235363738373836363835383538353839TYP.2124243511NOTE:SEE SHEET C6 - UTILITY PLAN FOR THE UTILITY DEMOLITION PLAN AND THEUTILITY IMPROVEMENTSIN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4185 WALMART #2516WALMART SUPERCENTER PICKUP EXPANSIONCONSTRUCTION DOCUMENTSWALMART PICKUP EXPANSION6CCD #6JSB07/30/21DEMOLITION & SITE PLANR-418503401515151526252121216666666NOTE: INFORMATION FOR AS-BUILT DRAWINGS SUPPLIED BY GENERAL CONTRACTOR.AS-BUILT SET08/31/2023 1 2 2 1 1 1 inch = 60 ft. ( IN FEET ) GRAPHIC SCALE 060 60 120 24030 PROPOSED PICKUP PICK-UP SIGNAGE, RIGHT. SEE DETAIL SHEET C3. PROPOSED PICKUP PICK-UP SIGNAGE, LEFT. SEE DETAIL SHEET C3. SIGNAGE & STRIPING SCHEDULE NOTES SITE SIGNAGE NOTES 1.THIS PLAN WAS PREPARED BASED ON THE ORIGINAL CONSTRUCTION PLANS PREPARED BY PACLAND, DATED 05/09/2014. THIS PLAN IS FOR ILLUSTRATIVE PURPOSES ONLY. ACTUAL FIELD CONDITIONS MAY VARY SIGNIFICANTLY FROM THIS DRAWING. 2.REFERENCE SITE DETAILS FOR SIGN LOCATION & VESTIBULE CROSSWALK DETAILS FOR SITE SIGNAGE OFFSETS. SITE SIGNAGE LEGEND PROPERTY LINE PROPOSED PATH OF TRAVEL FOR PICKUP CUSTOMER. PROPOSED PICKUP AREA SW 7TH STREET RAINIER AVENUE S.HARDIE AVENUE SWPICKUP AREA SUPERCENTER #02516-249 IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4185WALMART #2516 WALMART SUPERCENTER PICKUP EXPANSION CONSTRUCTION DOCUMENTS WALMART PICKUP EXPANSION6 CCD #6 JSB 07/30/21 DIRECTIONAL SIGNAGE PLANTRO-41-4185T-418501 R-418505 6 NOTE: INFORMATION FOR AS-BUILT DRAWINGS SUPPLIED BY GENERAL CONTRACTOR. AS-BUILT SET 08/31/2023 FINISH LEGEND P76 WALMART BLUE P5E SAFETY YELLOW IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4185WALMART #2516 WALMART SUPERCENTER PICKUP EXPANSION CONSTRUCTION DOCUMENTS WALMART PICKUP EXPANSION6 CCD #6 JSB 07/30/21 N.T.S. PICKUP LANE STRIPING. PAINT TRAFFIC WHITE, TYP.MATCH EXISTING STALL LENGTH10'-0" TYP G.C. TO SEAL COAT STRIPING PER SPEC SECTION 02787 ℄℄ 2'-0" TYP 12'-0" TYP PICKUP PARKING SIGNAGE CENTERED BETWEEN STRIPES, MOUNTED ON BOLLARD SIGN POST IN LINE WITH CANOPY COLUMNS OR TO COLUMN POST. WALMART FURNISHED, CONTRACTOR INSTALLED. REF SITE PLAN BASE DETAILS. T-418504 R-418508 SITE DETIALS (SHEET 3)TRO-41-4185N.T.S.32'-6" PAINTED TO MATCH EXISTING STALL STRIPING COLOR DO NOT ENTER N.T.S. "DO NOT ENTER" SIGN R5-1 WHITE REFLECTIVE SIGN WITH RED DISC, WHITE LETTERING AND HORIZONTAL WHITE LINE WHITE LEGEND RED BACKGROUND R1-1 N.T.S. 30"X30" STOP SIGN WITHIN PARKING LOT NOTE: SIGNS SHALL HAVE DIAMOND GRADE, ASTM TYPE XI, SHEETING. 30"30"N.T.S. STOP FOR PEDESTRIANS LEGEND, BORDER - BLACK BACKGROUND - WHITE (RETROREFLECTIVE) STOP SYMBOL - RED (RETROREFLECTIVE) R1-5b NOTE: SIGNS SHALL HAVE DIAMOND GRADE, ASTM TYPE XI, SHEETING.30"30" 6 6 NOTE: INFORMATION FOR AS-BUILT DRAWINGS SUPPLIED BY GENERAL CONTRACTOR. AS-BUILT SET 08/31/2023 SEE REMOVABLE SQUARE TUBE POST 3000 P.S.I. P.C. CONCRETE BASE SLOPE TOP OF CONCRETE GALVANIZED SQUARE TUBE GROUND SURFACE TYPICAL DIRECTIONAL SIGNAGE IN CURBED ISLAND USE 4" SCH. 40 STEEL PIPE FILLED W/ CONCRETE WITH TOP ROUNDED AND PAINTED TRAFFIC YELLOW TYPICAL DIRECTIONAL SIGNAGE IN PAVEMENT 3000 P.S.I. P.C. CONCRETE BASE SLOPE TOP OF CONCRETE GALVANIZED SQUARE TUBE GROUND SURFACE 2'-0"1'-0"1'-0"2'-0"4'-0" MAXNOTES: 1.ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES", LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO POST IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. SIGN LOCATIONS - 90° PARKING CURBED ISLAND - 90° POST WITH SIGN(S) LAYOUT PER STRIPING DETAIL/SITE PLAN EQ EQ 4' - 0"SIGN LOCATIONS - 90° PARKING PAINTED ENDCAP - 90° POST WITH SIGN(S) LAYOUT PER STRIPING DETAIL/SITE PLAN NEVER LESS THAN 9' (UNLESS STOP SIGN IS USED) EQ EQ 4' - 0"DRIVEN DIRECTLY INTO GROUND GROUND SURFACE TYPICAL DIRECTIONAL SIGNAGE DRIVEN DIRECTLY INTO GROUND4'-0" MAX2'-0"2'-6"4'-0" MAXPAINTED TRAFFIC WHITE 6" TYP 8" TYP7'-4"2'-0" TYP N.T.S. SIGNS FURNISHED BY WALMART, ATTACHMENT TO WALL OR BOLLARD BY G.C. Stall Designation Signs 18" x 18" Logo Signs (Small) 18" x 8" Call In Sign 18" x 8" Logo Signs (Large) 36" x 18" Directional Signs (Left / Straight / Right) 18" x 24" Also Pickup Hours sign size 2.25 SF 1.00 SF 1.00 SF 3.00 SF Parking Stall Placard IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4185WALMART #2516 WALMART SUPERCENTER PICKUP EXPANSION CONSTRUCTION DOCUMENTS WALMART PICKUP EXPANSION6 CCD #6 JSB 07/30/21 TYPICAL LIGHTING POLE BASE DETAIL 10/02/07 N.T.S. NOT TO SCALECLEAN-OUT DETAIL 1'-0"7 1/2"NOTES LONG SWEEP WYE CLEAN OUT PLUG, 3" BELOW PAVING ASPHALT OR CONCRETE PAVING SEE GRADING PLAN A.CLEAN OUT LOCATIONS INDICATED ON GRADING & UTILITY PLANS B."CO" PROVIDE CLEANOUTS AS SPECIFIED BELOW: -ZURN Z-1400 CLEAN OUTS IN NON-TRAFFIC AREAS & SIDEWALKS -ZURN Z-1449 CLEAN OUTS IN LANDSCAPED AREAS -ZURN Z-1400 HD CLEAN OUTS IN TRAFFIC AREAS WITH A "SERVICE STATION" TYPE MANHOLE, OPW #104 A12 - DOVER CORP./OPW DIV. MANHOLE, FOR TRAFFIC AREAS ONLY 24"X24"X6"D CONCRETE COLLAR IN PAVED AREAS TRO-41-4185T-418502 R-418506 SITE DETAILS (SHEET 1) SINGLE POST WITH BOLLARD SIGN LOCATIONS - 60° PARKING PAINTED ENDCAP - 60° SIGN LOCATIONS - 90° PARKING PAINTED ENDCAP - 90° SQUARE TUBE BREAK AWAY POST PLAN VIEW PARTIAL ELEVATION SURFACE SINGLE POST WITH BREAK AWAY POST SIGN LOCATIONS - 60° PARKING CURBED ISLAND - 60° SIGN LOCATIONS - 90° PARKING CURBED ISLAND - 90° N.T.S. SIGN MOUNTING AND BASE OR OR NO SIGNS SHALL BE LOCATED WITHIN SHADED AREAS SHOWN IN DETAILS NOTE: ALL SIGNS LOCATED ON THE BUILDING SIDE OF THE BFR ARE TO BE INSTALLED ON A SINGLE POST WITH BOLLARD. NOTE: SIGNS SHALL HAVE DIAMOND GRADE, ASTM TYPE XI, SHEETING. NOTES FOR SINGLE POST WITH BOLLARD: 1.ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES", LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO POST IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 2.GALVANIZED SQUARE TUBE POST TUBES - 2"X2" 12ga POST TUBE SHALL MEET ASTM A1011 GRADE 50. POST TUBE GALVANIZED AS PER ASTM A653 GRADE 90.EDGE OF TRAVEL WAYPAVED SURFACE NOTES FOR SINGLE POST WITH BREAK AWAY POST: 1.ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES", LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO POST IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 2.GALVANIZED SQUARE TUBE POST TUBES - 2"X2" 12ga POST TUBE SHALL MEET ASTM A1011 GRADE 50. POST TUBE GALVANIZED AS PER ASTM A653 GRADE 90. ANCHOR TUBE - 2-1/4"x2-1/4" 12ga HEAVY DUTY ANCHOR TUBE SHALL MEET ASTM A500 GRADE B. STRUCTURAL TUBE AND STEEL SHALL BE HOT DIP GALVANIZED PER ASTM A123. THE UPPER SIGN POST SHALL TELESCOPE INSIDE THE ANCHOR TUBE A MINIMUM OF 12". THE ANCHOR TUBE SHALL BE A MINIMUM 27" DEEP WITH 3" MIN. 4" MAX. EXPOSED ABOVE FINISH GRADE. 18"Ø4'-0"4'-0"3'-0"7'-0" (MIN.)GALVANIZED SQUARE TUBE USE 4" SCH. 40 STEEL PIPE FILLED W/ CONCRETE WITH TOP ROUNDED AND PAINTED TRAFFIC YELLOW SLOPE TOP OF CONCRETE 3500 P.S.I. P.C. CONCRETE BASE EDGE OF TRAVEL WAY4'-0"7'-0" (MIN.)NOTE: THE MIN. HEIGHT OF THE BOTTOM OF THE LOWEST SIGN SHALL BE 7'-0" GALVANIZED SQUARE TUBE SLOPE TOP OF CONCRETE 3500 P.S.I. P.C. CONCRETE BASE SEE BREAK AWAY TUBE POST 12"Ø27"GROUND SURFACE 3" MIN. -4" MAX.5/16" GR. 5 SERRATED FLANGED NUT 5/16" GR. 5 FLANGED BOLT 4'-0" NEVER LESS THAN 9' (UNLESS STOP SIGN IS USED)4'-0"VARIES DEPENDINGON CURB RADIUS4'-0" NEVER LESS THAN 9' (UNLESS STOP SIGN IS USED)4'-0"VARIES DEPENDINGON CURB RADIUSLAYOUT PER STRIPING DETAIL/SITE PLANLAYOUT PER STRIPING DETAIL/SITE PLAN 30" "STOP" SIGN MOUNTED TO POST WITH BREAK AWAY POST 36" "STOP" SIGN SHALL BE INSTALLED ON POST WITH BOLLARD 30" "STOP" SIGN MOUNTED TO POST WITH BREAK AWAY POST 36" "STOP" SIGN SHALL BE INSTALLED ON POST WITH BOLLARD "STOP FOR PEDESTRIAN" SIGN ON POST (ALL SIGNS EQUAL TO OR GREATER THAN 36" IN WIDTH SHALL BE MOUNTED ON POST WITH BOLLARD) "STOP FOR PEDESTRIAN" SIGN ON POST (ALL SIGNS EQUAL TO OR GREATER THAN 36" IN WIDTH SHALL BE MOUNTED ON POST WITH BOLLARD) NEVER LESS THAN 9' (UNLESS STOP SIGN IS USED) NEVER LESS THAN 9' (UNLESS STOP SIGN IS USED)LAYOUT PER STRIPING DETAIL/SITE PLANLAYOUT PER STRIPING DETAIL/SITE PLAN 4'-0"4'-0""STOP" SIGN ONLY - ON POST WITH BOLLARD 4'-0"4'-0"4'-0"4'-0""STOP FOR PEDESTRIAN" SIGN ON POST WITH BOLLARD "STOP FOR PEDESTRIAN" SIGN ON POST WITH BOLLARD "STOP" SIGN ONLY - ON POST WITH BOLLARD NOTE: THE MIN. HEIGHT OF THE BOTTOM OF THE LOWEST SIGN SHALL BE 7'-0" NO SIGNS SHALL BE LOCATED WITHIN SHADED AREAS SHOWN IN DETAILS NO SIGNS SHALL BE LOCATED WITHIN SHADED AREAS SHOWN IN DETAILS NO SIGNS SHALL BE LOCATED WITHIN SHADED AREAS SHOWN IN DETAILS DOUBLE POST WITH BREAK AWAY POSTS GROUND SURFACE EDGE OF TRAVEL WAY6'-0" GALVANIZED SQUARE TUBE SLOPE TOP OF CONCRETE 3500 P.S.I. P.C. CONCRETE BASE SEE BREAK AWAY TUBE POST 7'-0" (MIN.) NOTE: THE MIN. HEIGHT OF THE BOTTOM OF THE LOWEST SIGN SHALL BE 7'-0" 12"Ø 27" 24" 0.C. GROUND 36" STOP SIGN NOTE: SIGNS SHALL HAVE DIAMOND GRADE, ASTM TYPE XI, SHEETING. AT CROSSWALKS AT INTERSECTIONS AT INTERSECTIONS AT INTERSECTIONS AT CROSSWALKS NOTE: GUTTER SLOPE TO MATCH 1" MAX. RADIUS 1/2" MIN. RADIUS 1" MAX. RADIUS 1/2" MIN. RADIUS N.T.S. 18" MIN. 24" MAX.FACE OF CURBBACK OF CURB12"6"6"6" 17" MAX. 11" MIN. 1" SEE PAVING DETAILS FOR SUBGRADE AND COMPACTION ASPHALTIC CONCRETE PAVING PAVEMENT SECTIONS, SUBBASE, REQUIREMENTS. CONTRACTOR TO PROVIDE PRIME COAT AND TACK COAT TO FACE OF CURB WHERE CURB CONTACTS ASPHALT. P.C. CONCRETE ADJACENT PAVEMENT, TRAVERSE AND LONGITUDINAL. 12" 12/17/04DTCURBA 6 NOTE: INFORMATION FOR AS-BUILT DRAWINGS SUPPLIED BY GENERAL CONTRACTOR. AS-BUILT SET 08/31/2023 ARROWS SHALL BE PAINTED , TYPSEE SITE PLAN FOR TYPE OF ARROW (RIGHT, LEFT OR AHEAD) 1'-0"1'-0" 6'-4" 4" 4'-3"5'-4"4" 1'-0" 4" 5'-4" 1'-0" 4" 5'-4" 4'-3" 1'-0" 4" 5'-4" P126 3'-7" 3'-7" NOTE: PAVEMENT MARKING SHALL MEET UNISPEC SECTION 02765 - PAVEMENT MARKING G.C. TO ORDER SIGN STENCILS FROM JONATHON THOMPSON AT OUTLINE INDUSTRIES OR CALL 1.800.STENCILS TYPICAL PARKING SIGNAGE IN PAVEMENT 3000 P.S.I. P.C. CONCRETE BASE SLOPE TOP OF CONCRETE GROUND SURFACE U-BOLT NUT LOCATIONS ADDITIONAL SPARK PICKUP SIGN ON BACK WHEN BACK FACES PUBLIC STREET. ALIGN TO TOP. BOLT LOCATIONS PER STANDARD WITH SPACER AS FOR LEVEL SIGN MOUNTING 1'-0"2'-6"1'-0" BEGIN NUMBERING AT STALL CLOSEST TO THE PICKUP DOOR.2'-0"6'-2"1'-0"1'-0" 3000 P.S.I. P.C. CONCRETE BASE SLOPE TOP OF CONCRETE GROUND SURFACE U-BOLT 2'-0"6'-2"FRONT VIEW SIDE VIEW USE 4" SCH. 40 STEEL PIPE FILLED W/ CONCRETE WITH TOP ROUNDED AND PAINTED TRAFFIC YELLOW "K" SIGN HOSE CLAMP PLAN VIEW PARTIAL ELEVATION GROUND SURFACE 5/16" GR. 5 FLANGED BOLT 5/16" GR. 5 SERRATED FLANGED NUT REMOVABLE SQUARE TUBE POST NOTES: 1.ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES", LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO POST IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 2.GALVANIZED SQUARE TUBE POST TUBES - 2"x2"x3/16" 12ga POST TUBE GALVANIZED AS PER ASTM A653 GRADE 90. ANCHOR TUBE - 2-1/4"x2-1/4"x3/16" 12ga HEAVY DUTY ANCHOR TUBE SHALL MEET ASTM A500 GRADE B. STRUCTURAL TUBE AND STEEL SHALL BE HOT DIP GALVANIZED PER ASTM A123. THE UPPER SIGN POST SHALL TELESCOPE INSIDE THE ANCHOR TUBE A MINIMUM OF 12". THE ANCHOR TUBE SHALL BE A MINIMUM 27" DEEP WITH 3"MIN. 4" MAX. EXPOSED ABOVE FINISH GRADE. IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4185WALMART #2516 WALMART SUPERCENTER PICKUP EXPANSION CONSTRUCTION DOCUMENTS WALMART PICKUP EXPANSION6 CCD #6 JSB 07/30/21 N.T.S. SAW CUT EXISTING PAVEMENT (TYP.) 1' NEW TOP ASPHALT COURSE NEW BINDER AND BASE ASPHALT COURSE NEW SUBBASE COURSE EXTEND NEW TOP COURSE 1 FOOT PAST TRENCH AND OVER EXISTING BINDER TACK COAT EXISTING EDGES OF PAVEMENT MINIMUM 2' WIDE OR 6" MIN. EITHER SIDE OF UTILITY, WHICHEVER IS GREATER UTILITY CONDUIT IF UNSTABLE MATERIAL IS ENCOUNTERED, EXCAVATE TO OBTAIN A STABLE BOTTOM EXISTING SUBBASE EXISTING TOP ASPHALT1' 1' BACKFILL PER EARTHWORK SPECIFICATION LIMIT OF TRENCH EXCAVATION UTILITY TRENCH DETAIL NTS ASPHALT DTWALKPC NOTE: PROVIDE 1/2" EXPANSION (TYP)NOTE: 6 x 6 - W1.4 X W1.4 WWF EACH WAY MAX. SPACING, OR WILL BE No. 3 BARS 24" O.C. WHERE REQUIRED REINFORCEMENT 12/17/04 90% STD. PROCTOR (TYP) COURSE COMPACTED TO 4" AGGREGATE BASE N.T.S. (TYP) 5.0' 1/2" RADIUS TOOLED JOINT OR 1" DEEP SAWED JOINT (TYP.) 1/4" THICKNESS PREMOLDED EXPANSION JOINT FILLER SPACED @ 35' O.C. MAX. EXTEND JOINT FILLER FULL DEPTH OF SIDEWALK 5.0'5.0'5.0'5.0'5.0'5.0' 4"4" 2" (TYP) PC CONCRETE6" TYP (TYP)2" SLOPE 1/4" /FT. SEE SITE PLAN MAX. 1/2"R (TYP) AND ALL FIXED OBJECTS JOINT BETWEEN SIDEWALK PAINTED TRAFFIC YELLOW ALL PIPES SHALL BECSYM. ABOUT LPAVEMENT OR FINISHED GRADE FILL POST w/ CONCRETE 6" SCH. 40 STEEL PIPE FILLED W/ CONC. WITH TOP ROUNDED. NOTE: (TYP.) CONCRETE MINIMUM 3500 PSI P.C.WHEN IN GROUPSDTGRDPST N.T.S. 1'-6"4'-0"8-0"2'-0" 08/17/09 3"MIN. OVER FOOTING 3" COVERTRO-41-4185T-418503 R-418507 SITE DETAILS (SHEET 2) 12/04/08DTPAVING N.T.S. P.C.CONC. 7" SCARIFIED & RECOMPACTED SOIL 1.5" ACC SURFACE COURSE 5" AGGREGATE BASE COURSE 1.5" ACC BINDER COURSE 12" PROOFROLL EXPOSED SUBGRADE SOILS. PLACE MOISURE CONDITIONED, PROPERLYCOMPACTED SUB-BASE PER WAL-MART SPECIFICATION 02300. PER SPECIFICATION 02715 N.T.S. WAL-MART LIGHT BASE10/02/07 6 NOTE: INFORMATION FOR AS-BUILT DRAWINGS SUPPLIED BY GENERAL CONTRACTOR. AS-BUILT SET 08/31/2023 SDSD SDSTSSTS STS STS STS STS STSSTSSTSSTS STS STS STS STS STS STS STS STSSTSSTSSTSSTSSTSSTSSTSSTSSTSSTSSTSSTSSTSSTSSTS STS STS STS STS STS STS STS STS STS STS STS STS STS STS STS STS STS STS STS STSSTSSTSSTSSTSSTSSTSSTSSTS STS STS STS STS STS STS STS STS STS SEE OGP ENTRANCE/EXIT ENLARGEMENT THIS SHEET FFE=27.55 25 25 25 262626 26 2626 27 27 27 27 26 27 26 EX SD DROP INLET RIM=24.82 INV. W (12")=21.07 INV. SW (4")=21.27 EX SD DROP INLET RIM=25.62 (RAISE TO 25.85) INV NE (12")=22.62 INV S (8")=23.22 EX SD DROP INLET RIM=25.70 INV N (8")=23.55 EX SD DROP INLET RIM=25.36 INV NE (12")=17.46 INV NE (12")=17.56 INV SE (18")=17.62 INV SW (18")=17.46 SEE OGP RAMP ENLARGEMENT THIS SHEET FFE=27.55 PR 48" CIRCULAR CATCH BASIN TYPE 2 WITH RECTANGULAR SOLID METAL COVER RIM=26.60 INV E(18")=17.74 INV NW (18")=17.74 PR 48" CIRCULAR CATCH BASIN TYPE 2 WITH RECTANGULAR SOLID METAL COVER RIM=25.84 INV S (18")=17.90 INV W (18")=17.90 EPR 48" CIRCULAR CATCH BASIN TYPE 2 WITH RECTANGULAR SOLID METAL COVER RIM=26.44 INV E (18")=17.95 INV S (18")=17.95 SD STS KEY MAP NOT TO SCALE ME 30.00 25 27 29 FL TBC FFE 1 inch = 10 ft. ( IN FEET ) GRAPHIC SCALE 010 10 20 405 SITE 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. 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. CAUTION - NOTICE TO CONTRACTOR 1.ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION. Know what's before you dig. 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. NOTE: CONTRACTOR RESPONSIBLE FOR AS-BUILT DRAWINGS, TESTS, REPORTS AND/OR 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. NOTE: CONTRACTOR SHALL PROTECT ALL EXISTING SURVEY MONUMENTATION. CONTRACTOR SHALL HAVE LICENSED SURVEYOR REPLACE ANY DAMAGED OR DISTURBED MONUMENTATION AT THEIR COST. GRADING LEGEND EXISTING BUILDING TO REMAIN EXISTING BOLLARD TO REMAIN EXISTING FENCE TO REMAIN EXISTING CURB & GUTTER TO REMAIN EXISTING STORM INLET TO REMAIN EXISTING SIGN TO REMAIN EXISTING SITE LIGHTING TO REMAIN EXISTING SITE LIGHTING TO BE RELOCATED EXISTING STORM SEWER MANHOLE TO REMAIN EXISTING FIRE HYDRANT TO BE RELOCATED PROPOSED PICK-UP SIGN PROPOSED CURB AND GUTTER PROPOSED SAWCUT LINE EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED CONTOUR PROPOSED SPOT ELEVATION MATCH EXISTING ELEVATION FLOWLINE ELEVATION TOP BACK OF CURB ELEVATION FINISHED FLOOR ELEVATION EDGE OF BUILDING ELEVATION BOTTOM OF RAMP ELEVATION TOP OF RAMP ELEVATION EXISTING SLOPE ARROWS PROPOSED SLOPE ARROWS X X DYHSD 2.00% 2.00% EOB BR TR 6 IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4185WALMART #2516 WALMART SUPERCENTER PICKUP EXPANSION CONSTRUCTION DOCUMENTS WALMART PICKUP EXPANSION6 CCD #6 JSB 07/30/21 GRADING PLAN R-418509 PICKUP ENTRANCE/EXIT ENLARGEMENT SCALE: 1" = 5' PICKUP RAMP ENLARGEMENT SCALE: 1" = 5' 6 6 6 6 NOTE: INFORMATION FOR AS-BUILT DRAWINGS SUPPLIED BY GENERAL CONTRACTOR. AS-BUILT SET 08/31/2023 UTILITY NOTES 1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2.ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATES CALL 48-HOUR LOCATORS 800-424-5555. 3.AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE-CONSTRUCTION MEETING. 4.DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS 5.ALL WATERMAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH-ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE POLYETHYLENE WRAPPED PER ANSI/AWWA C105/A21.5-93 STANDARDS. 6.CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH ANSI/AWWA C110/A21.10-87. CEMENT LINING SHALL BE IN ACCORDANCE WITH ANSI/AWWA C104/421/4-90. IF FITTINGS ARE 3 TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL IN ACCORDANCE WITH EITHER ANSI/AWWA C110-A21.10-87 OR ANSI/AWWA C153/A21.53-94. THREE (3) INCH TO 12 INCH DIAMETER FITTINGS, WHICH HAVE MECHANICAL JOINTS AND/OR FLANGED JOINTS, SHALL BE IN ACCORDANCE WITH ANSI/AWWA C110/A21.10.87 OR A COMBINATION OF ANSI/AWWA C110/A21.10.87 AND ANSI/AWWA C153/A21.53-94 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL JOINT(S) MAY BE WITH ANSI/AWWA C153/A21.53-94 AND THAT PORTION OF THE FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH AWWA C110/A21.10-87. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53.53 OF ANSI/AWWA SECTION 10-4.3 OF ANSI/AWWA C110/A21.10-87 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. 7.GATE VALVES SHALL BE IRON BODY, BRONZED-MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND O-RING STUFFING BOX (AWWA C500) OR OF RESILIENT SEATED TYPE (AWWA C509). UTILITY SPECIFICATIONS VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380 OR M & H. 8.FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE (OPENING AGAINST PRESSURE) CONFORMING TO AWWA C-502-85 WITH A 6 INCH MECHANICAL JOINT INLET AND A MAIN VALVE OPENING (M.V.O.) OF 5-1/4 INCH, TWO 2-1/2 INCH HOSE NOZZLES WITH NATIONAL STANDARD THREADS 7-1/2 THREADS PER INCH AND ONE 4 INCH PUMPER NOZZLE WITH THE NEW SEATTLE PATTERN 6 THREADS PER INCH, 60 DEGREES V. THREADS: OUTSIDE DIAMETER OF MALE THREAD 4.875 AND ROOT DIAMETER 4.6263. HYDRANTS SHALL HAVE A 1-1/4 INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). 9.THE TWO 2-1/2 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAPS WITH OPERATING NUT OF THE SAME DESIGN AND PROPORTIONS AS THE HYDRANT STEM NUT. CAPS SHALL BE FITTED WITH SUITABLE NEOPRENE GASKETS FOR POSITIVE WATER TIGHTNESS UNDER TEST PRESSURES. 10.THE 4 INCH PUMPER NOZZLE SHALL BE FITTED WITH A STORZ ADAPTER, 4 INCH SEATTLE THREAD X 5 INCH STORZ. STORZ ADAPTER SHALL BE FORGED AND/OR EXTRUDED 6061-T6 ALUMINUM ALLOY, HARDCOAT ANODIZED. THREADED END PORTION SHALL HAVE NO LUGS AND TWO SET SCREWS 180 DEGREES APART. STORZ FACE TO BE METAL, NO GASKET TO WEATHER. STORZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE ATTACHED TO HYDRANT ADAPTER WITH 1/8 INCH, COATED, STAINLESS STEEL, AIRCRAFT CABLE. 11.FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER 43-655 SAFETY YELLOW OR APPROVED EQUAL. 12.PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. 13.FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS, LATEST REVISION. 14.ALL WATERMAINS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATERMAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATERMAINS ARE TO BE LOWERED TO CLEAR. 15.ALL WATERMAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE CLEANING “PIGS” PRIOR TO DISINFECTION. THE “POLY PIGS” SHALL BE GIRARD INDUSTRIES AQUA SWAB-AS OR APPROVED EQUAL, 2 LB/CU. FT. DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF “PIG” ONLY. 16.“PIGS” SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION. 17.ALL WATERMAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED IN CITY OF RENTON UTILITY SPECIFICATIONS STANDARD PLANS & SPECIFICATIONS 7-11.3(11). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI DURING THE 2 HOUR TEST PERIOD. 18.ALL WATERMAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE/WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE METERED/INJECTED IN ACCORDANCE WITH SECTION 7-11.3(12)E OR 7-11.3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED ABOVE. 19.A PRE-CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE (5) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. 20.TWENTY-FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. 21.IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. 22.INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON. 23.ALL CONNECTION TO EXISTING MAINS IS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS, WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE PUBLIC WORKS DEPARTMENT. ALL NECESSARY EXCAVATION AND MATERIALS ARE TO BE SUPPLIED BY THE CONTRACTOR AND BE ON-SITE PRIOR TO CITY NOTIFICATIONS. 24.INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVICES TWENTY FOUR (24) HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP AS-BUILT DRAWINGS. 25.CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW-OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN. 26.ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OHIO, OR EQUAL, APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT. 27.ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES. OIL MAT STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. 28.A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN 10 DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. * 29.FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE. SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 PVC PIPE UNDER IMPROVED AREAS. SURFACE WATER NOTES 1.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR. 2.THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY, STATE, AND FEDERAL PERMITS PRIOR TO CONSTRUCTION. 3.ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM), RENTON MUNICIPAL CODE (RMC), AND THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. 4.APPROVAL OF THE ROAD, GRADING, PARKING, BUILDING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION (E.G. WATER, SEWER, GAS, ELECTRICAL. ETC.). PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE COORDINATION FOLLOWED BY WRITTEN APPROVAL FROM THE CITY. 5.A COPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6.THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHALL THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE APPLICANT'S CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON THAT MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE APPLICANT SHALL RECORD ON THE AS-BUILT DRAWINGS ALL UNDOCUMENTED UTILITIES DISCOVERED AND ANY CHANGES TO THE APPROVED PLANS. THE APPLICANT SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD IF A CONFLICT EXISTS. 7.VERTICAL DATUM SHALL BE NAVD 88 AND HORIZONTAL DATUM SHALL BE NAD 83 (WA STATE PLANE, NORTH), UNLESS OTHERWISE APPROVED BY THE CITY. REFERENCE BENCHMARK, DATUM, AND ELEVATIONS SHALL BE NOTED ON THE PLANS. 8.ALL UTILITY TRENCH BACKFILL AND ROADWAY SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY PER SECTION 2-03.3(14)D - COMPACTION AND MOISTURE CONTROL TESTS OF THE WSDOT STANDARD SPECIFICATIONS. IN PERMEABLE PAVEMENT AND OTHER INFILTRATION AREAS, ALL TRENCH BACKFILL SHALL BE FIRM AND UNYIELDING BUT IN NO CASE SHALL BE COMPACTED TO MORE THAN 92% OF MAXIMUM DRY DENSITY. 9.OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY TRENCH RESTORATION STANDARDS. 10.ALL PIPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE AND GRADE PRIOR TO THE START OF CONSTRUCTION. WHERE SHOWN ON THE PLANS OR WHERE DIRECTED BY THE CITY, THE EXISTING MANHOLES, CATCH BASINS, OR INLETS SHALL BE ADJUSTED TO THE GRADE AS STAKED. 11.ALL FLOW CONTROL FACILITIES SHALL BE INSTALLED AND IN OPERATION PRIOR TO, OR IN CONJUNCTION WITH, ANY CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE CITY. 12.ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE CITY STANDARD PLAN 220.00, 220.10, AND 220.20. 13.STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT 1, 2, OR 5 INSIDE AND OUTSIDE. 14.ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL BE FITTED WITH DUCTILE IRON, BOLT-LOCKING LIDS PER THE CITY STANDARD PLAN 204.10, 204.20, 204.30, 204.40, AND 204.50. STRUCTURES SHALL HAVE: ·RECTANGULAR OR ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND OUTSIDE OF THE ROADWAY. ·ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND LOCATED WITHIN THE ROADWAY, BUT OUTSIDE OF THE CURB/GUTTER LINE. ·ROUND, SOLID LIDS DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLIC RIGHT-OF-WAY OR IN AN EASEMENT TO THE CITY. PRIVATE STRUCTURE LIDS OUTSIDE PUBLIC RIGHT-OF-WAY AND EASEMENTS TO THE CITY SHALL NOT DISPLAY THE CITY LOGO. 15.BUILDINGS AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES OF THE RENTON SWDM. 16.LIDS OF MANHOLES/CATCH BASINS WITHIN PUBLIC RIGHT-OF-WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING. ALL MANHOLE/CATCH BASIN RIMS SHALL BE ADJUSTED TO BE FLUSH WITH FINAL FINISHED GRADES, UNLESS OTHERWISE SHOWN. 17.ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. 18.ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE (1) FOOT AND SHALL MEET THE FOLLOWING SPECIFICATIONS: ·4 - 8 INCH ROCK / 40 - 70% PASSING; ·2 - 4 INCH ROCK / 30 - 40% PASSING; AND ·LESS THAN 2 INCH ROCK / 10 - 20% PASSING. 19.FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE INTERCONNECTED AND SHALL SEPARATELY CONVEY COLLECTED FLOWS TO THE CONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON THE SITE, UNLESS APPROVED BY THE CITY. FOOTING DRAINS SHALL NOT BE CONNECTED TO ON-SITE BMPS. 20.THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A CLEANOUT TOPPED WITH A BOLT-LOCKING LID MARKED "STORM” OR "DRAIN" SHALL BE LOCATED AT THE PROPERTY LINE OR AT THE POINT OF CONNECTION OF A PRIVATE STORM DRAINAGE CONVEYANCE SYSTEM PER THE CITY STANDARD PLAN 227.00. 21.ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LINE AND GRADE BY A SURVEYOR LICENSED IN WASHINGTON STATE, AND CUT SHEETS SHALL BE PROVIDED TO THE CITY PRIOR TO CONSTRUCTION. 22.ALL NEWLY-INSTALLED AND NEWLY-REHABILITATED (PUBLIC AND PRIVATE) STORM CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE CCTV ACCORDING TO THE CITY STANDARD PLAN 266.00. CCTV INSPECTIONS AND REPORTS SHALL BE SUBMITTED TO THE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL PROJECT CURBS, GUTTERS AND/OR PAVEMENT. 23.ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE TESTED IN ACCORDANCE WITH SECTION 7-04.3(1) OF THE WSDOT STANDARD SPECIFICATIONS AND IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY. STORM DRAIN STUBS SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN STORM IS TESTED. 24.FOR ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL EITHER STOCKPILE AND REDISTRIBUTE THE EXISTING DUFF LAYER AND NATIVE TOPSOIL OR AMEND THE SOIL WITH COMPOST IN ACCORDANCE WITH STANDARD PLAN 264.00. 25.ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY DOES NOT RELIEVE THE APPLICANT OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORMWATER DISPOSAL. THE CITY DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE STORM SYSTEM PROVIDED DURING CONSTRUCTION. 26.ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER ACTIONS NEEDED TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK SHALL BE PROVIDED. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE CITY. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-10 TEMPORARY TRAFFIC CONTROL SHALL APPLY. 27.PROJECTS LOCATED WITHIN THE CITY'S AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE RENTON SWDM AND AQUIFER PROTECTION REGULATIONS (RMC 4-3-050). 28.PLACEMENT OF SURFACE APPURTENANCES (CATCH BASIN/MANHOLE LIDS, CLEANOUTS, INLETS, ETC.) IN THE STREET TRAVEL LANE WHEEL PATH, INTERSECTIONS OF STREET TRAVEL LANES, BIKE LANES, SIDEWALKS, AND CROSSWALKS SHALL BE AVOIDED WHENEVER POSSIBLE. ANY SURFACE APPURTENANCE PLACED IN A SIDEWALK OR CROSSWALK SHALL BE FITTED WITH A NON-SLIP OR NON-SKID LID PER ADA REQUIREMENTS. 29.CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS. PRIVATE SYSTEMS SHALL BE MAINTAINED BY THE APPLICANT. 30.MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4.2.1.A2 OF THE RENTON SWDM. 31.CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 20 INCHES PER HOUR IMMEDIATELY AFTER THE PAVEMENT SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES. COMPLIANCE WITH THIS MINIMUM RATE SHALL BE CHECKED PRIOR TO CONSTRUCTION APPROVAL OF THE PAVEMENT. COMPLIANCE MAY BE CHECKED USING A SIMPLE BUCKET TEST IN WHICH 5 GALLONS OF WATER IS POURED ONTO THE PAVEMENT SURFACE ALL AT ONCE. IF ONLY A MINOR AMOUNT OF WATER PONDS OR RUNS OFF THE SURFACE, THEN THE PAVEMENT IS CONSIDERED TO MEET THE MINIMUM RATE OF ABSORPTION. AT LEAST ONE TEST SHALL BE CONDUCTED PER 1,000 SQUARE FEET OF PERMEABLE PAVEMENT. IF THIS TEST IS NOT CONCLUSIVE, THEN ANOTHER TEST PER ASTM C1701 SHALL BE CONDUCTED. FOR LARGE AREAS (E.G., PARKING AREAS), TESTING OBSERVATION MAY BE ACCOMPLISHED WHILE WALKING BEHIND A SLOWLY MOVING WATER TRUCK DISCHARGING WATER AT A RATE SIMILAR TO THE BUCKET TEST. PERMEABLE PAVERS SHALL BE TESTED USING ASTM C1781. IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4185WALMART #2516 WALMART SUPERCENTER PICKUP EXPANSION CONSTRUCTION DOCUMENTS WALMART PICKUP EXPANSION6 CCD #6 JSB 07/30/21 UTILITY NOTES R-418512 6 8 8 CCD #8 MMC 10/14/21 NOTE: INFORMATION FOR AS-BUILT DRAWINGS SUPPLIED BY GENERAL CONTRACTOR. AS-BUILT SET 08/31/2023 XXXXXXXXXXXSTSSTSSTSSTSSTSSTS STS STSSTSSTS STSSTS STS STS STS STSSTSSTSSTSSTSSTSSTSSTS STS STS STS STS STS STS STS STS STS STS STS STS STS STS STSSTS STS STS STS STS STS STS STS STS STS STS STSSTSSTSSTSSTSSTS STS STS STS STSSTSSTSSTSSTSW W W W WW W W W W W W W WWW WGGGGGG G G GGGGGGGGGGGEXIS T I N G S T O R A G E 2 4 12 15 17 17 17 21 16 1 18 22 2427 27 EX SD VAULT RIM: 26.07 INV: 17.47 (12" NE) INV: 17.07 (18" E) INV: 16.97 (12" S) INV: 16.87 (18" NW) EX SD DROP INLET RIM: 25.64 (RAISE TO 25.85) INV: 22.62 (12" NE) INV: 23.22 (8" S) 35 24 1 1 3 9 16 16 16 16 20 21 24 EX SD DROP INLET RIM=25.36 INV NE (12")=17.46 INV NE (12")=17.56 INV SE (18")=17.62 INV SW (18")=17.46 EX SD DROP INLET RIM=24.87 INV E (12")=20.82 INV SW (12")=20.77 INV W (12")=20.67 EX SD DROP INLET RIM=24.82 INV W (12")=21.07 INV SW (10")=21.27 EX SD MH RIM=25.39 INV E (18")=18.14 INV W (18")=18.04 17 17 EX SD DROP INLET RIM=24.91 INV NE (12")=17.51 INV E (12")=20.11 INV SW (18")=17.61 1 12 15 24 16 38 38 19 11 SDUE UE UEWWWWWWWW W W W W W W W W SD SD W XXXXXXXXXXXSTSSTSSTSSTSSTSSTS STS STSSTSSTS STSSTS STS STS STS STSSTSSTSSTSSTSSTSSTSSTS STS STS STS STS STS STS STS STS STS STS STS STSSTS STS STS STS STS STS STS STS STS STSSTSSTSSTSSTSSTS STS STS STS W W W W W W W WWWGGGGGG G G GGGGGGGGGGGEXIS T I N G S T O R A G E 2+47.150+001+00 2+00STA 0+04.98, 0.00' L STA 0+34.62, 0.00' STA 0+50.29, 0.00'STA 1+81.21, 0.00' STA 2+42.16, 0.00' R STA 0+76.22, 15.92' R ~INV: 20.26 ~INV: 20.35 ~INV: 20.40 ~INV: 23.42 10.25' @ 0.5% 17.65' @ 0.5% 5.4' @ 0.5% 8.6' @ 1.0% PROP 4' DIA MH RIM=25.84 INV S (18")=17.90 INV W (18")=17.90 PROP 4' DIA MH RIM=26.60 INV E (18")=17.74 INV NW (18")=17.74 24.6' @ 0.19% 86.4' @ 0.19% ASSUME CONNECTION 2.5' BELOW GRADE ASSUME CONNECTION 2.5' BELOW GRADE 2.0% MIN SLOPE 2.0% MIN SLOPE APPROX INV. 22.80 24.4' @ 3.5% 30.0' @ 3.5% PROP 4' DIA MH RIM=26.44 INV E (18")=17.95 INV S (18")=17.95 5' @ 0.11% 5 13 25 31 32 EX SD DROP INLET RIM: 25.70 INV: 23.55 (8" N) 34 33 30 30 APPROX BUILDING CONNECTION INV: 20.43 25 25 55 5 6 7 8 8 8 10 1313 23 36 36 37 37 40 39 39 41 APPROX INVERT = 23.2 29 41 26 28 28 14 36 37 EX SD VAULT RIM: 26.07 INV: 17.47 (12" NE) INV: 17.07 (18" E) INV: 16.97 (12" S) INV: 16.87 (18" NW) EX SD DROP INLET RIM: 25.64 (RAISE TO 25.85) INV: 22.62 (12" NE) INV: 23.22 (8" S) EX SD DROP INLET RIM=25.36 INV NE (12")=17.46 INV NE (12")=17.56 INV SE (18")=17.62 INV SW (18")=17.46 EX SD DROP INLET RIM=24.87 INV E (12")=20.82 INV SW (12")=20.77 INV W (12")=20.67 EX SD DROP INLET RIM=24.82 INV W (12")=21.07 INV SW (10")=21.27 EX SD MH RIM=25.39 INV E (18")=18.14 INV W (18")=18.04 EX SD DROP INLET RIM=24.91 INV NE (12")=17.51 INV E (12")=20.11 INV SW (18")=17.61 40 23 KEY MAP NOT TO SCALE 1 inch = 20 ft. ( IN FEET ) GRAPHIC SCALE 020 20 40 8010 SITE LEGEND SITE 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. 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. CAUTION - NOTICE TO CONTRACTOR 1.ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION. Know what's before you dig. 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. NOTE: CONTRACTOR RESPONSIBLE FOR AS-BUILT DRAWINGS, TESTS, REPORTS AND/OR 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. NOTE: CONTRACTOR SHALL PROTECT ALL EXISTING SURVEY MONUMENTATION. CONTRACTOR SHALL HAVE LICENSED SURVEYOR REPLACE ANY DAMAGED OR DISTURBED MONUMENTATION AT THEIR COST. EXISTING 12" WATER MAIN SECTION TO BE REMOVED EXISTING 6" WATER PIPE SECTION TO BE REMOVED EXISTING LIGHT POLE TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION. EXISTING FIRE HYDRANT ASSEMBLY TO BE REMOVED AND SALVAGED TO CITY SHOPS PROPOSED 90° BEND (MJ) W/ THRUST BLOCK PER CITY OF RENTON STANDARDS AND DETAILS PROPOSED 12"x12"x6" (MJXMJXFL) TEE W/ THRUST BLOCK PER CITY OF RENTON STANDARDS AND DETAILS PROPOSED FIRE HYDRANT ASSEMBLY PER CITY OF RENTON STANDARD PLAN 310.1 PROPOSED 12" WATER MAIN PER CITY OF RENTON STANDARDS AND DETAILS EXISTING SITE LIGHTING TO BE REMOVED AND RELOCATED. CONTRACTOR SHALL SALVAGE EXISTING LIGHT POLE AND FIXTURE FOR RE-USE PROPOSED UNDERGROUND ELECTRICAL LINE. CONTRACTOR TO INSTALL NEW LINE FROM EXISTING LIGHT POLE TO PROPOSED PROPOSED LIGHT POLE LOCATION EXISTING 12" GATE VALVE EXISTING 15' UTILITY EASEMENT (REC NO. 9704011446) PROPOSED 15' UTILITY EASEMENT, BY SEPARATE DOCUMENT POLY-PIG STATION PER CITY OF RENTON STANDARD PLAN 300.6, CUT-IN: BY CITY FORCES EXISTING 15' UTILITY EASEMENT TO BE VACATED EXISTING STORM SEWER TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION EXISTING STORM INLET TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION EXISTING STORM VAULT TO BE REMOVED EXISTING WATER MAIN TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION EXISTING WATER MANHOLE AND VALVE TO BE REMOVED. EXISTING GAS LINE TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION EXISTING WATER VALVE TO BE REMOVED CONNECT TO EXISTING MAIN PER CITY OF RENTON STANDARD PLAN 300.5 WITH 1 - 12" SLEEVE (MJ) EXISTING STORM SEWER TO BE REMOVED PROPOSED 10" STORM SEWER ROOF DRAIN PROPOSED LOCATION OF RELOCATED SITE LIGHT POLE AND FIXTURE. CONTRACTOR TO INSTALL NEW LIGHT POLE BASE. EXISTING FOUNDATION DRAIN TO BE REMOVED PROPOSED 12" GATE VALVE (MJXMJ) WITH 2 - 12" SLEEVES (MJXMJ), CUT-IN: BY CITY FORCES CONNECT PROPOSED FOUNDATION DRAIN AND ROOF DRAIN INTO PROPOSED 10" STORM DRAIN PROPOSED 10" STORM SEWER CLEANOUT PROPOSED 8"x8" INSERT-A-TEE CONNECTION TO EXISTING STORM SEWER PROPOSED 8" STORM SEWER ROOF DRAIN PIPE PROPOSED 12"x10" INSERT-A-TEE CONNECTION TO EXISTING STORM SEWER CAP AND PLUG EXISTING 12" STORM SEWER EXISTING STORM SEWER TO BE ABANDONED IN PLACE PROPOSED 18" DIA. RCP STORM SEWER LINE PROPOSED 4' DIA STORM MANHOLE EXISTING 12" WATER MAIN TO REMAIN PROPOSED 4" DIA, PVC FOUNDATION DRAIN TIE INTO EXISTING 4" FOUNDATION DRAIN PROPOSED 10" PVC STORM SEWER ROOF DRAIN LINE PROPOSED 12" GATE VALVE (MJXMJ) WITH 2 - 12" SLEEVES (MJXMJ), CUT-IN: BY CITY FORCES 1 UTILITY PLAN SCHEDULE NOTES 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 EXISTING BUILDING TO REMAIN EXISTING BOLLARD TO REMAIN EXISTING FENCE TO REMAIN EXISTING CURB & GUTTER TO REMAIN EXISTING STORM INLET TO REMAIN EXISTING SIGN TO REMAIN EXISTING SITE LIGHTING TO REMAIN EXISTING SITE LIGHTING TO BE RELOCATED EXISTING STORM SEWER MANHOLE TO REMAIN EXISTING FIRE HYDRANT TO BE RELOCATED PROPOSED FIRE HYDRANT EXISTING IRRIGATION VALVE TO REMAIN PROPOSED WATER VALVE PROPOSED WATER BEND EXISTING CONCRETE PAVEMENT EXISTING ASPHALT PAVEMENT PROPOSED CONCRETE PAVEMENT PROPOSED ASPHALT PAVEMENT PROPOSED PICK-UP SIGN PROPOSED CURB AND GUTTER PROPOSED SAWCUT LINE PROPOSED EASEMENT X X DYHSD 24 25 26 27 28 SS W STS G SS EXISTING SANITARY SEWER PROPOSED STORM SEWER PROPOSED SANITARY SEWER EXISTING GAS LINE EXISTING WATER LINE TO REMAIN UTILITY LEGEND W EXISTING WATER LINE TO BE REMOVED W PROPOSED WATER LINE STS PROPOSED STORM SEWER TO BE REMOVED STS PROPOSED STORM SEWER TO REMAIN 29 30 31 32 33 34 35 BLDG FFE = 27.55 37 36 38 BLDG FFE = 27.55 BLDG FFE = 27.55 UTILITY DEMOLITION PLAN UTILITY IMPROVEMENTS PLAN 39 40 41 24 24 42 IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4185WALMART #2516 WALMART SUPERCENTER PICKUP EXPANSION CONSTRUCTION DOCUMENTS WALMART PICKUP EXPANSION6 CCD #6 JSB 07/30/21 UTILITY PLAN W-418501 S-418501WWP-27-4185WTRP-27-4185R-418510 NOTE: REFERENCE CITY OF RENTON SURFACE WATER STANDARD DETAILS FOR STORM INFRASTRUCTURE IMPROVEMENT. 6 6 6 6 6 6 6 6 6 1.ALL WATER FITTINGS AND VALVES WITH MECHANICAL JOINT (MJ) ENDS SHALL HAVE A WEDGE TYPE RETAINER GLAND EQUAL TO MEGALUG SERIES 1100. 2.CONCRETE THRUST BLOCKS ARE REQUIRED ON ALL WATER FITTINGS PER COR STD. PLANS 330.2 AND 330.3. 3.WHERE NEW WATER MAIN CROSSES A NON-POTABLE PIPE, ONE FULL LENGTH OF WATER PIPE SHALL BE USED WITH THE PIPE CENTERED FOR MAXIMUM JOINT OF SEPARATION. 4.WATER MAIN PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED. UTILITY NOTES 8 CCD #8 MMC 10/14/21 8 8 8 8 6 XXX X XXXX X CONTRACTOR SHALL REMOVE LINE UNDER BUILDING SLAB TO NEW POINT OF CONNECTION CONTRACTOR TO EXTEND CONNECTION TO FIELD LOCATED STORM SEWER TIE-IN AT 0.5% MINIMUM SLOPE BASED ON CCD #8 , THIS CONNECTION IS NOT REQUIRED. 10" ROOF DRAIN CONNECTION CONNECT TO EXISTING STORM SEWER WITH INSERT A TEE CONNECTION, CAP AND PLUG EXISTING LINE BEYOND CONNECTION NOTE: INFORMATION FOR AS-BUILT DRAWINGS SUPPLIED BY GENERAL CONTRACTOR. ACTUAL ROUTING OF ROOF DRAIN. NO CHANGES IN ELEVATIONSXXX XX X X X X X X X X X X X X X X X XX XXXXXX X XXX XX FIRE HYDRANT MOVED 2.5' SOUTH DUE TO UTILITY CONFLICT AS-BUILT SET 08/31/2023 SDUE UE SD SD STS STSSTS STS STSSTSSTSSTSSTSSTSSTSSTS STS STS STS STS STS STS STS W W G G G GGGGGGGG0+001+00 2+002+47.15WWWWWWSTA=0+50.29 12'' - 90° BEND N:175647.66 E:1297123.20 12'' DIP 29.62 LF12'' DIP 10.73 LF STA=1+81.21 12'' - 90° BEND N:175644.83 E:1297254.09 12'' DIP 60.96 LFSTA=2+42.16 12'' - 90° BEND N:175583.89 E:1297252.77 STA=0+05.00 12'' - 90° BEND N:175602.40 E:1297121.77 STA 1+23.04 CROSSING STA 0+75.48 CROSSING STA 0+76.01 CROSSING STA 2+03.16 CROSSING W W W W W W W E=1297072.91 WWSTA=0+34.62 12" X 6" - TEE W/ FLXMJ GATE VALVE (MJXFL) N:175632.01 E:1297122.71 6'' DIP 26.09 LF STA 0+40.20 CROSSING 12'' DIP 15.66 LF 12'' DIP 92.90 LF 12'' DIP 27.29 LF 10 15 20 25 30 10 15 20 25 30 0+00 1+00 2+00 2+47STA 2+03.2UTILITY CROSSINGBOT=20.90TOP=19.34CLR=1.56±(6" MIN. CLR. REQUIRED)STA=0+05.0012'' - 90° BENDN=175602.3968E=1297121.7747STA=0+50.2912'' - 90° BENDN=175647.6609E=1297123.2035TOP (12") = 21.00STA=1+81.2112'' - 90° BENDN=175644.8299E=1297254.0930TOP (12") = 21.45STA=2+42.1612'' - 90° BENDN=175583.8882E=1297252.7703TOP (12") = 22.7029.62 LF - 12'' DIP 10.73 LF - 12'' DIP 92.90 LF - 12'' DIP 27.29 LF - 12'' D I P 60.96 LF - 12 ' ' D I P FINISHED GRADE EXISTING GRADE STA=0+34.6212" X 6" - TEEW/FLXMJ GATE VALVE (MJXFL)N=175632.0061E=1297122.7093TOP (12") = 21.164' MIN. COVER (TYP)STA=0+61.0112" - 11.25° VERT BENDN=175647.4289E=1297133.9281TOP (12") = 20.89STA=1+53.9212" - 11.25° VERT BENDN=175645.4200E=1297226.8097TOP (12") = 20.8915.66 LF - 12'' DIP 27.29 LF - 12'' D I P 60.96 LF - 12 ' ' D I PSTA 0+75.5UTILITY CROSSINGBOT=21.77TOP=20.92CLR=0.85±(6" MIN. CLR. REQUIRED)STA 0+76.0UTILITY CROSSINGBOT=19.86TOP=19.18CLR=0.68±(6" MIN. CLR. REQUIRED)STA 1+23.0UTILITY CROSSINGBOT=21.54TOP=20.93CLR=0.61±(6" MIN. CLR. REQUIRED)ONE FULL STICK OF WATER MAIN PIPE SHALL BE INSTALLED CENTERED AT THE CROSSING LOCATION. 12" STORM DRAIN AT CROSSING SHALL CONSIST OF ONE FULL STICK OF DI PIPE CENTERED AT THE CROSSING LOCATION. INSTALL ETHAFOAM PAD BETWEEN BOTTOM OF EXISTING STORM DRAIN AND TOP OF NEW WATER MAIN.APPROX. 36" TO 42"BELOW GRADE2"2"2"4' 4'4' 6" MIN. CLR. 6" MIN. CLR. 6" MIN. CLR.STA 0+40.2UTILITY CROSSINGBOT=22.87TOP=21.14CLR=1.73±2.5° DEFLECTION AT JOINT MAX DEFLECTION 5° 0.5° DEFELCTION AT JOINT MAX DEFLECTION 5°STA=0+34.6212'' X 6'' - TEEW/ FLXMJ GATE VALVE (WEST)N=175632.0061E=1297122.7093TOP (12") = 21.16STS STSSTSSTSSTSSTSSTS STS STS STS STS STS STS W W W W G G G GGGGGWWW W W E=1297072.91 W0+00 0+36.09W 6'' DIP 26.09 LF STA=0+31.09 FH ASMBLY N:175631.18 E:1297148.78 STA 0+21.47 CROSSING STA 0+20.83 CROSSING STA=0+05.00 12" X 6" - TEE W/ FLXMJ GATE VALVE (MJXFL) N:175632.01 E:1297122.71 15 20 25 30 15 20 25 30 0+00 0+36STA=0+05.0012" X 6" - TEEW/ FLXMJ GATE VALVE (MJXFL)N=175632.0061E=1297122.7093TOP (12") = 21.16STA=0+31.09FH ASMBLYN=175631.1831E=1297148.7815TOP (6") = 20.9126.09 LF - 6'' DIP FINISHED GRADE 4' MIN. COVER (TYP)APPROX. 20"BELOW GRADESTA 0+20.8UTILITY CROSSINGBOT=20.94TOP=24.26CLR=-3.32±STA 0+21.53UTILITY CROSSINGBOT=22.26TOP=20.94CLR=1.32±(6" MIN. CLR. REQUIRED)KEY MAP NOT TO SCALE 1 inch = 20 ft. ( IN FEET ) GRAPHIC SCALE 020 20 40 8010 SITE LEGEND SITE 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. 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. CAUTION - NOTICE TO CONTRACTOR 1.ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION. Know what's before you dig. 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. NOTE: CONTRACTOR RESPONSIBLE FOR AS-BUILT DRAWINGS, TESTS, REPORTS AND/OR 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. NOTE: CONTRACTOR SHALL PROTECT ALL EXISTING SURVEY MONUMENTATION. CONTRACTOR SHALL HAVE LICENSED SURVEYOR REPLACE ANY DAMAGED OR DISTURBED MONUMENTATION AT THEIR COST. EXISTING BUILDING TO REMAIN EXISTING BOLLARD TO REMAIN EXISTING FENCE TO REMAIN EXISTING CURB & GUTTER TO REMAIN EXISTING STORM INLET TO REMAIN EXISTING SIGN TO REMAIN EXISTING SITE LIGHTING TO REMAIN EXISTING SITE LIGHTING TO BE RELOCATED EXISTING STORM SEWER MANHOLE TO REMAIN EXISTING FIRE HYDRANT TO BE RELOCATED PROPOSED FIRE HYDRANT EXISTING IRRIGATION VALVE TO REMAIN PROPOSED WATER VALVE PROPOSED WATER BEND EXISTING CONCRETE PAVEMENT EXISTING ASPHALT PAVEMENT PROPOSED CONCRETE PAVEMENT PROPOSED ASPHALT PAVEMENT PROPOSED PICK-UP SIGN PROPOSED CURB AND GUTTER PROPOSED SAWCUT LINE PROPOSED EASEMENT X X DYHSD SS W STS G SS EXISTING SANITARY SEWER PROPOSED STORM SEWER PROPOSED SANITARY SEWER EXISTING GAS LINE EXISTING WATER LINE TO REMAIN UTILITY LEGEND W EXISTING WATER LINE TO BE REMOVED W PROPOSED WATER LINE STS PROPOSED STORM SEWER TO BE REMOVED STS PROPOSED STORM SEWER TO REMAIN BLDG FFE = 27.55 WATER IMPROVEMENTS PLAN IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4185WALMART #2516 WALMART SUPERCENTER PICKUP EXPANSION CONSTRUCTION DOCUMENTS WALMART PICKUP EXPANSION6 CCD #6 JSB 07/30/21 WATER PLAN & PROFILE W-418502 S-418502 R-418511 WATER IMPROVEMENTS PROFILE (STA: 0+00 - 2+47) SCALE: 1" = 20' SCALE: 1" = 20' (H), 1" = 2' (V) FIRE HYDRANT LATERAL PROFILE (STA: 0+00 - 0+36) SCALE: 1" = 20' (H), 1" = 2' (V) FIRE LATERAL PLAN SCALE: 1" = 20' 6WWP-27-4185WTRP-27-41858 CCD #8 MMC 10/14/21 8 8 8 8 8 AB: 21.80NOTE: INFORMATION FOR AS-BUILT DRAWINGS SUPPLIED BY GENERAL CONTRACTOR. AS-BUILT SET X X X X X XXX XXXXXXXXX XX FIRE HYDRANT MOVED 2.5' SOUTH DUE TO UTILITY CONFLICT X X X XX XXX XXXXXXXXX XX FIRE HYDRANT MOVED 2.5' SOUTH DUE TO UTILITY CONFLICT 08/31/2023 IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4185WALMART #2516 WALMART SUPERCENTER PICKUP EXPANSION CONSTRUCTION DOCUMENTS WALMART PICKUP EXPANSION6 CCD #6 JSB 07/30/21 R-418514 EROSION AND SEDIMENT CONTROL PLAN NOTES AND DETAILS TEMPORARY CONTROL MEASURES SITE CONSTRUCTION STORM FACILITIES STRIP & STOCKPILE TOPSOIL FOUNDATION / BUILDING CONSTRUCTION TEMPORARY CONSTRUCTION EXITS SEDIMENT CONTROL BASIN(S)/TRAP(S) FINISH GRADING LANDSCAPING/SEED/FINAL STABILIZATION PERMANENT CONTROL STRUCTURES ROUGH GRADING DEC NOTE: GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR ESTIMATED PROJECT SCHEDULE SOIL EROSION/SEDIMENTATION CONTROL OPERATION TIME SCHEDULE MAYFEBJANMARAPR SEP JULJUN AUG OCT NOV FEBJAN MAR MAYAPR JUNCONSTRUCTION SEQUENCE 1) CONTRACTOR MUST COMPLETE TABLE WITH ESTIMATED DATES OF PROJECT ACTIVITIES PRIOR TO BMP CERTIFICATION. 2) TIME SCHEDULE MUST COINCIDE WITH THE SWPPP IMPLEMENTATION SEQUENCE. DECSEP JUL AUG OCT NOV 20"20"ADHESIVEADHESIVEADHESIVE ADHESIVE N.T.S. FILTERED WIRE MESH CONCRETE BLOCKS AGGREGATE FINISHED GRADE RUNOFF SEE NOTE 2 GRATED INLET WATER NOTES: 1.PLACE CONCRETE BLOCKS IN A SINGLE ROW AROUND PERIMETER OF INLET ON THEIR SIDES, WITH ENDS OF ADJACENT BLOCKS ABUTTING. 2.HEIGHT OF BARRIER VARIES. USE STACKS OF 4", 8", OR 12" BLOCKS. MIN. HEIGHT OF BARRIER SHALL BE 12" AND MAX. HEIGHT SHALL BE 24". 3.PLACE HARDWARE CLOTH/WIRE MESH W/ MAX. 1/2" OPENINGS OVER VERTICAL FACE OF CONCRETE BLOCKS. 4.THE AGGREGATE SHALL BE 3/4"-2" ANGULAR CLEAN STONE, WHICH WILL SLOW THE FLOW OF THE WATER AND ALLOW IT TO FILTER THROUGH AND OVER THE MATERIAL BEFORE ENTERING THE INLET. CONCRETE BLOCKS GRATED INLET AGGREGATE WIRE MESH MAINTENANCE NOTES: 1.INLET PROTECTION DEVICES MUST BE INSPECTED FOR SEDIMENT ACCUMULATION WITHIN THE CATCH BASIN (IF USING INSERT-TYPE DEVICE) OR UPGRADIENT OF THE INLET. 2.REMOVAL OF SEDIMENT ACCUMULATED IN OR ADJACENT TO A STORM DRAIN INLET MUST BEGIN IMMEDIATELY UPON DISCOVERY, WITH COMPLETION OF THE ACTIVITY OCCURRING NO LATER THAN THE END OF THE FOLLOWING BUSINESS DAY. 3.INLET PROTECTION DEVICES SHALL BE INSPECTED FOR UNINTENDED BYPASS OR IMPROPER FLOW-RATES THAT MAY CAUSE DOWNSTREAM FLOODING. 4.CONTACT THE CEC FOR ALTERNATE INLET PROTECTION IF THE DESIGNED PROTECTION MAY IMPACT DOWNSTREAM BMPS, ADJACENT SLOPES, ETC., DUE TO PONDING ISSUES. ENSURE THAT NO UNDERMINING OF INLET PROTECTION DEVICES HAS OCCURRED. 5.INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING OR DETERIORATION. SOURCE BOX WIRE MESH CURB INLET CURB CONCRETE BLOCKS GUTTER N.T.S. NOTES: 1.PLACE CONCRETE BLOCKS IN A SINGLE ROW AROUND PERIMETER OF CURB INLET ON THEIR SIDES, WITH ENDS OF ADJACENT BLOCKS ABUTTING. 2.HEIGHT OF BARRIER VARIES. USE STACKS OF 4", 8", OR 12" BLOCKS. TOP OF BARRIER MUST BE LOWER THAN TOP OF CURB ELEVATIONS ADJACENT TO INLET. MAX. HEIGHT SHALL BE 24". 3.PLACE HARDWARE CLOTH/WIRE MESH W/ MAX. 1/2" OPENINGS OVER VERTICAL FACE OF CONCRETE BLOCKS. 4.THE AGGREGATE SHALL BE 3/4" - 2" ANGULAR CLEAN STONE WHICH WILL SLOW THE FLOW OF WATER AND ALLOW IT TO FILTER THROUGH AND OVER THE MATERIAL BEFORE ENTERING THE INLET. 5.IF ROAD OR PARKING AREA IS OPEN TO PUBLIC, VERIFY SUITABILITY OF BMP WITH AGENCIES HAVING JURISDICTION AND WITH CEC. AGGREGATE MAINTENANCE NOTES: 1.INLET PROTECTION DEVICES MUST BE INSPECTED FOR SEDIMENT ACCUMULATION WITHIN THE CATCH BASIN (IF USING INSERT-TYPE DEVICE) OR UPGRADIENT OF THE INLET. 2.REMOVAL OF SEDIMENT ACCUMULATED IN OR ADJACENT TO A STORM DRAIN INLET MUST BEGIN IMMEDIATELY UPON DISCOVERY, WITH COMPLETION OF THE ACTIVITY OCCURRING NO LATER THAN THE END OF THE FOLLOWING BUSINESS DAY. 3.INLET PROTECTION DEVICES SHALL BE INSPECTED FOR UNINTENDED BYPASS OR IMPROPER FLOW-RATES THAT MAY CAUSE DOWNSTREAM FLOODING. 4.CONTACT THE CEC FOR ALTERNATE INLET PROTECTION IF THE DESIGNED PROTECTION MAY IMPACT DOWNSTREAM BMPS, ADJACENT SLOPES, ETC., DUE TO PONDING ISSUES. ENSURE THAT NO UNDERMINING OF INLET PROTECTION DEVICES HAS OCCURRED. 5.INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING OR DETERIORATION. CONCRETE GUTTER CURB INLET FILTERED WATER MAINTAIN ACCESS TO COVER FOR INSPECTION SUB-GRADE CONCRETE BLOCKS AGGREGATE24" MAX.WIRE MESH 6 NOTE: INFORMATION FOR AS-BUILT DRAWINGS SUPPLIED BY GENERAL CONTRACTOR. AS-BUILT SET 08/31/2023 XXXXXXXXXXXSTSSTSSTSSTSSTSSTSSTSSTSSTSSTSSTSSTSSTSSTSSTSSTSSTSS T S S TS ST S STS STS STS STSSTS STS STSSTSSTSSTS STS STS STS STSSTSSTSSTSSTSSTSSTSSTS STS STS STS STS STS STS STS STS STS STS STS STS STS STS STSSTS STS STS STS STS STS STS STS STS STSSTSSTSSTSSTSSTS STS STS STS STSSTSSTSSTSSTSWWWWW W W W WW W W W W W W W WGGGGGGGGGG G G GGGGGGGGGGGGGEXIS T I N G S T O R A G E SDUE UE UE WWWWWWWW W W W W W W W W SD SD W 8-RORU ROCK MULCH TYP. 4-RORU ROCK MULCH TYP. 1 inch = 20 ft. ( IN FEET ) GRAPHIC SCALE 020 20 40 8010 5 6 7 4 8 9 11 10 12 PREVAILING WINDS NOTES: 1.SCARIFY SIDES OF PLANTING PIT PRIOR TO SETTING TREE. 2.REMOVE EXCESS SOIL APPLIED ON TOP OF THE ROOTBALL THAT COVERS THE ROOT FLARE. THE PLANTING HOLE DEPTH SHALL BE SUCH THAT THE ROOTBALL RESTS ON UNDISTURBED SOIL, AND THE ROOT FLARE IS 3"-5" ABOVE FINISH GRADE. 3.CUT OFF BOTTOM 1/3 OF WIRE BASKET BEFORE PLACING TREE IN HOLE, CUT OFF AND REMOVE REMAINDER OF BASKET AFTER TREE IS SET IN HOLE, REMOVE ALL NYLON TIES, TWINE, ROPE, AND OTHER PACKING MATERIAL. REMOVE ALL BURLAP FROM AROUND ROOTBALL. 4.TREE WRAP IS NOT TO BE USED ON ANY NEW PLANTINGS, EXCEPT IN LATE FALL PLANTING SITUATIONS, AND ONLY THEN AFTER CONSULTATION WITH THE LANDSCAPE ARCHITECT. WHEN WRAPPING TREE, WRAP FROM TRUNK FLARE TO LOWEST MAJOR BRANCH. 5.REMOVE ALL NURSERY STAKES AFTER PLANTING. 6.FOR TREES OVER 3" CALIPER, USE THREE STAKES OR DEADMEN (AS APPROPRIATE), SPACED EVENLY AROUND TREE. 7.DO NOT ALLOW AIR POCKETS TO FORM WHEN BACKFILLING. 1 2 3 TREE CANOPY. NYLON TREE STRAPS AT ENDS OF WIRES - SECURE TO STAKE OR DEADMEN WITH NAILS. 12 GAUGE GALVANIZED WIRE. SECURE TO TRUNK JUST ABOVE LOWEST MAJOR BRANCHES. PRESSURE-TREATED WOOD STAKE, 2" DIA. EXTEND STAKES 12" MIN. INTO UNDISTURBED SOIL. 24" X 3/4" P.V.C. MARKERS OVER WIRES. PRESSURE-TREATED WOOD DEADMEN, TWO PER TREE (MIN.). BURY OUTSIDE OF PLANTING PIT AND 18" MIN. INTO UNDISTURBED SOIL. WOOD MULCH TREE RING 3' DIA MIN. TYPE AND DEPTH PER PLANS. DO NOT PLACE MULCH WITHIN 3" OF TRUNK. FINISH GRADE. SEE PLANTING PLAN FOR GROUND COVER TREATMENT BACKFILL. AMEND AND FERTILIZE ONLY AS RECOMMENDED IN SOIL FERTILITY ANALYSIS. ROOT BALL-SEE NOTE 3, THIS DETAIL UNDISTURBED NATIVE SOIL TRUNK FLARE. PREVAILING WINDS STAKING EXAMPLES (PLAN VIEW) 1 5 6 INTERIOR TREE PLANTING DETAIL SCALE: NOT TO SCALE2 EVERGREEN TREE DECIDUOUS TREE 1 2 5 7 8 9 10 11 12 3 4 6 3X ROOTBALL DIA. 13 13 SOFT VELCRO, OR OTHER FABRIC WRAP 14 14 CENTRAL LEADER, SEE PLANTING NOTES MIN. 2 X ROOTBALL DIAMETERTHAN ROOTBALL4" MIN. TYP.MIN. 6" DEEPER6" MIN. 1 3 4 5 6 FINISH GRADE. SEE PLANTING PLAN FOR GROUND COVER TREATMENT PLANT ROOT BALL. SET TOP ROOTBALL 2" ABOVE ADJECENT GRADE. IN BERMED AREAS SET ROOTBALL 2" ABOVE LOWER ADJECENT GRADE - INSTALL WATER RING (2 - 3" HT.) BACKFILL MIX (PER PLANTING SPECIFICATIONS). AMEND AND FERTILIZE ONLY AS RECOMMENDED IN SOIL FERTILITY ANALYSIS. JET BACKFILL WITH WATER TO ELIMINATE VOIDS. UNDISTURBED NATIVE SOIL. COMPACTED BACKFILL MIX (75%). 1 2 3 4 5 6 SHRUB AND PERENNIAL DETAIL SCALE: NOT TO SCALE1 2 SHREDDED BARK MULCH, 3" MIN. DEPTH, ROUGHLY THE EXTENTS OF ROOTBALL 1.THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL TREES, SHRUBS, PERENNIALS, SOD, SEEDED AREAS, AND IRRIGATION SYSTEMS FOR A PERIOD OF ONE YEAR FROM THE DATE OF THE OWNER'S ACCEPTANCE. THE CONTRACTOR SHALL REPLACE, AT HIS OWN EXPENSE, ANY PLANTS WHICH DIE IN THAT TIME, OR REPAIR ANY PORTIONS OF THE IRRIGATION SYSTEM WHICH OPERATE IMPROPERLY. 2.THE LANDSCAPE CONTRACTOR SHALL MAINTAIN THE LANDSCAPE IN A NEAT, CLEAN, AND HEALTHY CONDITION FOR A PERIOD OF 90 DAYS. THIS SHALL INCLUDE PROPER PRUNING, MOWING AND AERATION OF LAWNS, WEEDING, REPLACEMENT OF MULCH, REMOVAL OF LITTER, AND THE APPROPRIATE WATERING OF ALL PLANTINGS. IRRIGATION SHALL BE MAINTAINED IN PROPER WORKING ORDER, WITH SCHEDULING ADJUSTMENTS BY SEASON AND TO MAXIMIZE WATER CONSERVATION. IF SITE OPENS DURING WINTER, TO AVOID FREEZE DAMAGE ON PLANTINGS, THE 90 DAYS SHOULD BEGIN AFTER ACCEPTANCE OF THE WORK. 3.DURING THE LANDSCAPE MAINTENANCE PERIOD, THE LANDSCAPE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AWAY FROM STRUCTURES IN ALL LANDSCAPE AREAS AT THE MINIMUM SLOPE SPECIFIED IN THE GEOTECHNICAL REPORT. LANDSCAPE AREAS WHICH SETTLE AND CREATE THE POTENTIAL FOR PONDING SHALL BE REPAIRED TO ELIMINATE PONDING POTENTIAL AND BLEND IN WITH THE SURROUNDING GRADES. SHOULD ANY CONFLICTS AND/OR DISCREPANCIES ARISE BETWEEN THE GEOTECHNICAL REPORT, THE GRADING PLANS, THESE NOTES, AND ACTUAL CONDITIONS, THE CONTRACTOR SHALL IMMEDIATELY BRING SUCH ITEMS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AND OWNER. LANDSCAPE GUARANTEE AND MAINTENANCE PLANTING NOTES GENERAL 1.ALL WORK SHALL CONFORM TO ALL APPLICABLE STATE AND LOCAL CODES, STANDARDS, AND SPECIFICATIONS. 2.LANDSCAPE DESIGN IS DIAGRAMMATIC IN NATURE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS OWN TAKEOFFS AND QUANTITY CALCULATIONS. IN THE EVENT OF A DISCREPANCY BETWEEN THE PLAN AND THE LANDSCAPE LEGEND, THE PLANT QUANTITY AS SHOWN ON THE PLAN SHALL TAKE PRECEDENCE AND NOTIFY THE LANDSCAPE ARCHITECT OF THESE DISCREPANCIES. MINOR ADJUSTMENTS TO THE LANDSCAPE MATERIAL AND LOCATIONS MAY BE PROPOSED FOR CITY CONSIDERATION AT THE CONSTRUCTION DOCUMENT STAGE TO RESPOND TO MARKET AND FIELD CONDITIONS. HOWEVER, THERE SHALL BE NO REDUCTION IN THE NUMBER AND SIZE OF MATERIALS. 3.CONTRACTOR SHALL MAKE HIMSELF AWARE OF THE LOCATIONS OF EXISTING AND PROPOSED UTILITIES, AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE UTILITIES AND/OR ANY INJURY TO ANY PERSON. THIS DRAWING IS PART OF A COMPLETE SET OF CONTRACT DOCUMENTS. UNDER NO CIRCUMSTANCES SHOULD THIS PLAN BE USED FOR CONSTRUCTION PURPOSES WITHOUT EXAMINING ACTUAL LOCATIONS OF UTILITIES ON SITE AND REVIEW ALL RELATED PLANS AND DOCUMENTS. 4.ALL UTILITY EASEMENTS SHALL REMAIN UNOBSTRUCTED AND FULLY ACCESSIBLE ALONG THEIR ENTIRE LENGTH FOR MAINTENANCE EQUIPMENT. 5.THE CONTRACTOR SHALL TAKE EXTREME CARE NOT TO DAMAGE ANY EXISTING PLANTS INDICATED AS "TO REMAIN". ANY SUCH PLANTS DAMAGED BY THE CONTRACTOR SHALL BE REPLACED WITH THE SAME SPECIES, SIZE, AND QUANTITY AT THE CONTRACTOR'S OWN EXPENSE, AND AS ACCEPTABLE TO THE OWNER. REFER TO THE TREE PROTECTION NOTES ON THE PLANS (AS APPLICABLE). 6.LANDSCAPE CONTRACTOR SHALL EXAMINE THE SITE CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED AND NOTIFY THE GENERAL CONTRACTOR IN WRITING OF UNSATISFACTORY CONDITIONS. IF SITE CONDITIONS OR PLANT AVAILABILITY REQUIRE CHANGES TO THE PLAN, THEN AN APPROVAL WILL BE OBTAINED FROM THE CITY. DO NOT PROCEED UNTIL CONDITIONS HAVE BEEN CORRECTED. 7.ALL CONSTRUCTION DEBRIS AND MATERIAL SHALL BE REMOVED AND CLEANED OUT PRIOR TO INSTALLATION OF TOPSOIL, TREES, SHRUBS, AND TURF. 8.FOR ALL INFORMATION ON SURFACE MATERIAL OF WALKS, DRIVES, AND PARKING LOTS, SEE THE SITE PLAN. SEE PHOTOMETRIC PLAN FOR FREE STANDING LIGHTING INFORMATION. 9.THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT ONE WEEK PRIOR TO BEGINNING CONSTRUCTION. 10.WINTER WATERING SHALL BE AT THE EXPENSE OF THE CONTRACTOR UNTIL SUCH TIME AS FINAL ACCEPTANCE IS RECEIVED. 11.ALL LANDSCAPE CONSTRUCTION PRACTICES, WORKMANSHIP, AND ETHICS SHALL, BE IN ACCORDANCE WITH INDUSTRY STANDARDS SET FORTH IN THE CONTRACTORS HANDBOOK PUBLISHED BY THE WASHINGTON LANDSCAPE CONTRACTORS ASSOCIATION. 12.LANDSCAPE AND IRRIGATION WORK SHALL BE COMPLETED PRIOR TO THE ISSUANCE OF THE FINAL CERTIFICATE OF OCCUPANCY. FINISH GRADING AND SOIL PREPARATION 13.CONTRACTOR SHALL CONSTRUCT AND MAINTAIN FINISH GRADES AS RECOMMENDED BY THE GEOTECHNICAL REPORT. ALL LANDSCAPE AREAS SHALL HAVE POSITIVE DRAINAGE AWAY FROM STRUCTURES AT THE MINIMUM SLOPE SPECIFIED IN THE REPORT, AND AREAS OF POTENTIAL PONDING SHALL BE REGRADED TO BLEND IN WITH THE SURROUNDING GRADES AND ELIMINATE PONDING POTENTIAL. SHOULD ANY CONFLICTS AND/OR DISCREPANCIES ARISE BETWEEN THE GEOTECHNICAL REPORT, THE GRADING PLANS, THESE NOTES, AND ACTUAL CONDITIONS, THE CONTRACTOR SHALL IMMEDIATELY BRING SUCH ITEMS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AND OWNER. 14.AFTER FINISH GRADES HAVE BEEN ESTABLISHED, IT IS RECOMMENDED THAT THE CONTRACTOR SHALL HAVE SOIL SAMPLES TESTED BY AN ESTABLISHED SOIL TESTING LABORATORY FOR THE FOLLOWING: GENERAL SOIL FERTILITY, PH, ORGANIC MATTER CONTENT, SALT (CEC), LIME, SODIUM ADSORPTION RATIO (SAR) AND BORON CONTENT. EACH SAMPLE SUBMITTED SHALL CONTAIN NO LESS THAN ONE QUART OF SOIL. CONTRACTOR SHALL ALSO SUBMIT THE PROJECT'S PLANT LIST TO THE LABORATORY ALONG WITH THE SOIL SAMPLES. THE SOIL REPORT PRODUCED BY THE LABORATORY SHALL CONTAIN RECOMMENDATIONS FOR THE FOLLOWING (AS APPROPRIATE): GENERAL SOIL PREPARATION AND BACKFILL MIXES, PRE-PLANT FERTILIZER APPLICATIONS, AND ANY OTHER SOIL RELATED ISSUES. THE REPORT SHALL ALSO PROVIDE A FERTILIZER PROGRAM FOR THE ESTABLISHMENT PERIOD AND FOR LONG-TERM MAINTENANCE. 15.THE CONTRACTOR SHALL RECOMMEND INSTALLATION OF SOIL AMENDMENTS AND FERTILIZERS PER THE SOILS REPORT FOR THE THE OWNER/OWNER'S REPRESENTATIVE CONSIDERATION. 16.AT A MINIMUM, ALL TOPSOIL SHALL BE AMENDED WITH NITROGEN STABILIZED ORGANIC AMENDMENT COMPOST AT A RATE OF 5.0 CUBIC YARDS AND AMMONIUM PHOSPHATE 16-20-0 AT A RATE OF 15 POUNDS PER THOUSAND SQUARE FEET OF LANDSCAPE AREA. COMPOST SHALL BE MECHANICALLY INTEGRATED INTO THE TOP 6" OF SOIL BY MEANS OF ROTOTILLING AFTER CROSS-RIPPING. GROUND COVER & PERENNIAL BED AREAS SHALL BE AMENDED AT A RATE OF 8 CUBIC FEET PER THOUSAND SQUARE FEET OF NITROGEN STABILIZED ORGANIC AMENDMENT AND 10 LBS. OF 12-12-12 FERTILIZER PER CU. YD., ROTOTILLED TO A DEPTH OF 8". NO MANURE OR ANIMAL-BASED PRODUCTS SHALL BE USED FOR ORGANIC AMENDMENTS. PLANTING 17.ALL DECIDUOUS TREES SHALL HAVE FULL, WELL-SHAPED HEADS/ALL EVERGREENS SHALL BE UNSHEARED AND FULL TO THE GROUND; UNLESS OTHERWISE SPECIFIED. TREES WITH CENTRAL LEADERS WILL NOT BE ACCEPTED IF LEADER IS DAMAGED OR REMOVED. PRUNE ALL DAMAGED TWIGS AFTER PLANTING. 18.ALL PLANTS WITHIN A SPECIES SHALL HAVE SIMILAR SIZE, AND SHALL BE OF A FORM TYPICAL FOR THE SPECIES. ANY PLANT DEEMED UNACCEPTABLE BY THE LANDSCAPE ARCHITECT SHALL BE IMMEDIATELY REMOVED FROM THE SITE AND SHALL BE REPLACED WITH AN ACCEPTABLE PLANT OF LIKE TYPE AND SIZE AT THE CONTRACTOR'S OWN EXPENSE. ANY PLANTS APPEARING TO BE UNHEALTHY, EVEN IF DETERMINED TO STILL BE ALIVE, SHALL NOT BE ACCEPTED. THE LANDSCAPE ARCHITECT SHALL BE THE SOLE JUDGE AS TO THE ACCEPTABILITY OF PLANT MATERIAL. 19.ALL TREES SHALL BE GUYED AND WOOD STAKED AS PER DETAILS. NO 'T-STAKES' SHALL BE USED FOR TREES. 20.ALL PLANT MATERIALS SHALL BE TRUE TO TYPE, SIZE, SPECIES, QUALITY, AND FREE OF INJURY, BROKEN ROOT BALLS, PESTS, AND DISEASES, AS WELL AS CONFORM TO THE MINIMUM REQUIREMENTS DESCRIBED IN THE "AMERICAN STANDARD FOR NURSERY STOCK". FOLLOW GREENCO TREE PLANTING RECOMMENDATIONS FOR MINIMUM QUALITY REQUIREMENTS FOR TREES. 21.ALL TREE AND SHRUB BED LOCATIONS ARE TO BE STAKED OUT ON SITE FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 22.ALL TREES PLANTED ADJACENT TO PUBLIC AND/OR PEDESTRIAN WALKWAYS SHALL BE PRUNED CLEAR OF ALL BRANCHES BETWEEN GROUND AND A HEIGHT OF EIGHT (8) FEET FOR THAT PORTION OF THE PLAN LOCATED OVER THE SIDEWALK AND/OR ROAD. 23.ALL PLANT MATERIAL SHALL NOT BE PLANTED PRIOR TO INSTALLATION OF TOPSOIL. 24.ALL PLANT BEDS SHALL BE CONTAINED WITH STEEL EDGER. STEEL EDGER IS NOT REQUIRED ALONG CURBS, WALKS OR BUILDING FOUNDATIONS. ALL EDGING SHALL OVERLAP AT JOINTS A MINIMUM OF 6-INCHES, AND SHALL BE FASTENED WITH A MINIMUM OF 4 PINS PER EACH 10 FOOT SECTION. THE TOP OF ALL EDGING MATERIAL SHALL BE A ROLLED TOP AND 1/2 INCH ABOVE THE FINISHED GRADE OF ADJACENT LAWN OR MULCH AREAS. COLOR: GREEN. 25.THE DEVELOPER, HIS SUCCESSOR, OR ASSIGNEE SHALL BE RESPONSIBLE FOR ESTABLISHING AND CONTINUING A REGULAR PROGRAM OF MAINTENANCE FOR ALL LANDSCAPED AREAS. SEE LANDSCAPE GUARANTEE AND MAINTENANCE NOTE. 26.A 3-FOOT CLEAR SPACE SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE OF ALL FIRE HYDRANTS. 27.LANDSCAPE CONTRACTOR TO SUBMIT SAMPLES OF MISCELLANEOUS LANDSCAPING MATERIALS TO THE LANDSCAPE ARCHITECTS AND OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO INSTALLATION, IE.; MULCH, EDGER, LANDSCAPE FABRIC, ETC. MULCHING 28.AFTER ALL PLANTING IS COMPLETE, THE CONTRACTOR SHALL INSTALL A MINIMUM 4" THICK LAYER OF MULCH AS SPECIFIED IN THE PLANTING LEGEND. INSTALL A 4" THICK RING OF DOUBLE SHREDDED CEDAR BARK MULCH AROUND ALL PLANT MATERIAL IN ROCK MULCH BEDS WHERE LANDSCAPING IS SHOWN ON THE PLANS. WOOD MULCH RING SIZE SHALL BE THE CONTAINER SIZE OF THE SHRUBS, PERENNIALS, AND ORNAMENTAL GRASSES. TREE RING SIZE SHALL BE GREEN INDUSTRIES OF WASHINGTON INDUSTRY STANDARD WIDTH. 29.ALL MULCH SHALL BE HARVESTED IN A SUSTAINABLE MANNER FROM A LOCAL SOURCE. 30.INSTALL DEWITT PRO-5 WEED BARRIER FABRIC UNDER ALL ROCK MULCH SHRUB BEDS SPECIFIED ON THE PLANS ONLY. NO LANDSCAPE FABRIC SHALL BE USED IN WOOD MULCH AREAS. NO PLASTIC WEED BARRIERS SHALL BE SPECIFIED. 31.ABSOLUTELY NO EXPOSED GROUND SHALL BE LEFT SHOWING ANYWHERE ON THE PROJECT AFTER MULCH HAS BEEN INSTALLED. 32.ALL PLANTING AREAS WITH LESS THAN A 4:1 GRADIENT SHALL RECEIVE A LAYER OF MULCH, TYPE AND DEPTH PER PLANS. SUBMIT 1 CUBIC FOOT SAMPLE OF MULCH (ONE SAMPLE PER TYPE) TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. THE MULCH SHALL BE SPREAD EVENLY THROUGHOUT ALL PLANTING AREAS EXCEPT SLOPES 4:1 OR STEEPER, OR AS OTHERWISE DENOTED ON THE PLAN. ABSOLUTELY NO EXPOSED GROUND SHALL REMAIN IN AREAS TO RECEIVE MULCH AFTER MULCH HAS BEEN INSTALLED. 33.ALL PLANTING AREAS ON SLOPES OVER 4:1 SHALL RECEIVE COCONUT FIBER EROSION CONTROL NETTING FROM ROLLS. NETTING SHALL BE #CT-125, AS MANUFACTURED BY NORTH AMERICAN GREEN (OR EQUAL). INSTALL AND STAKE PER MANUFACTURER'S SPECIFICATIONS. SEE ALSO THE CIVIL ENGINEER'S EROSION CONTROL PLAN. CAUTION UTILITIES EXIST WITHIN CONSTRUCTION LIMITS. CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING THEIR LOCATION PRIOR TO CONSTRUCTION. 1.THE LANDSCAPE CONTRACTOR IS REQUIRED TO CONTACT THE COUNTY PUBLIC WORKS DEPARTMENT, AND ANY OTHER PUBLIC OR PRIVATE AGENCY NECESSARY FOR UTILITY LOCATION PRIOR TO ANY CONSTRUCTION. 2.THIS DRAWING IS A PART OF A COMPLETE SET OF BID DOCUMENTS, SPECIFICATIONS, ADDITIONAL DRAWINGS, AND EXHIBITS. UNDER NO CIRCUMSTANCES SHOULD THESE PLANS BE USED FOR CONSTRUCTION PURPOSES WITHOUT EXAMINING ACTUAL LOCATIONS OF UTILITIES ON SITE, AND REVIEWING ALL RELATED DOCUMENTS. 3.THE LOCATION OF THE ALL UNDERGROUND UTILITIES ARE LOCATED ON THE ENGINEERING DRAWINGS FOR THIS PROJECT. THE MOST CURRENT REVISION IS HERE IN MADE PART OF THIS DOCUMENT. UNDERGROUND UTILITIES EXIST THROUGHOUT THIS SITE AND MUST BE LOCATED PRIOR TO ANY CONSTRUCTION ACTIVITY. WHERE UNDERGROUND UTILITIES EXIST, FIELD ADJUSTMENT MAY BE NECESSARY AND MUST BE APPROVED BY A REPRESENTATIVE OF THE OWNER. NEITHER THE OWNER NOR THE LANDSCAPE ARCHITECT ASSUMES ANY RESPONSIBILITY WHATSOEVER, IN RESPECT TO THE CONTRACTORS ACCURACY IN LOCATING THE INDICATED PLANT MATERIAL, AND UNDER NO CIRCUMSTANCES SHOULD THESE PLANS BE USED WITHOUT REFERENCING THE ABOVE MENTIONED DOCUMENTS. UTILITY NOTES LANDSCAPE PLAN R-418516TED-40-4185WALMART #2516 WALMART SUPERCENTER PICKUP EXPANSION CONSTRUCTION DOCUMENTS NOTE: INFORMATION FOR AS-BUILT DRAWINGS SUPPLIED BY GENERAL CONTRACTOR. AS-BUILT SET 08/31/2023 XX X X X XXXXX:8'9.+4)2<'4)))))))))))))))))))))))))))))))))))))))))))))))))))))))))))<'4<'4' ' ''STSSTSSTSSTSSTSSTSSTSSTSSTSSTSS T S STSSTS STSSTS STS STSSTSSTS STS STS STS STS STS STS STS STS STSSTSSTSSTSSTSSTSSTSSTSSTS WWWW W W WGGGG GGGGGGGSDUE WWWW W W SD SD 1 2 3 1 inch = 50 ft. ( IN FEET ) GRAPHIC SCALE 050 50 100 20025 EXISTING PLANT LEGEND EXISTING DECIDUOUS TREES TO BE REMOVED EXISTING DECIDUOUS TREES TO REMAIN TO REMAIN TO REMOVE =3=117 TREE REMOVAL LEGEND 1 COMMON NAMESCIENTIFIC NAMETREE NUMBER CONDITION GOOD 2 GOOD 3 LIQUIDAMBER STYRACIFLUA 'PALO ALTO"PALO ALTO SWEETGUM CALIPER INCHES 7"-8" 6"-7" OTHER COMMENTSACTION REMOVE LOCATION AND SIZE TO BE VERIFIED 1.USE RENTON, WASHINGTON TREE PROTECTION CODE (IF AVAILABLE). TREE PROTECTION NOTES BELOW SHALL BE USED FOR FURTHER INTEGRATION. 2."PROTECTED ZONE" FOR EXISTING TREES: BEFORE BEGINNING ANY DEMOTION OR CONSTRUCTION OPERATIONS, THE CONTRACTOR SHALL INSTALL TEMPORARY FENCING AROUND ALL EXISTING TREES WITHIN THE CONSTRUCTION ZONE THAT ARE TO BE SAVED. THE FENCE SHALL BE INSTALLED NO CLOSER TO THE TREE THAN THE EDGE OF THE TREE'S PROTECTED ZONE, GENERALLY DEFINED AS THE AREA BEGINNING FIVE FEET OUTSIDE OF THE TREE'S DRIPLINE AND EXTENDING TOWARDS THE TREE (OR AS FAR AWAY FROM THE TRUNK AS PRACTICABLE). THE FENCING SHALL BE OF A MATERIAL AND HEIGHT ACCEPTABLE TO THE LANDSCAPE ARCHITECT. ALL CONTRACTORS AND THEIR CREWS SHALL NOT BE ALLOWED INSIDE THIS "PROTECTED ZONE" NOR SHALL THEY BE ALLOWED TO STORE OR DUMP FOREIGN MATERIALS WITHIN THIS AREA. NO WORK OF ANY KIND, INCLUDING TRENCHING, SHALL BE ALLOWED WITHIN THE PROTECTED ZONE EXCEPT AS DESCRIBED BELOW. THE FENCING SHALL REMAIN AROUND EACH TREE TO BE SAVED UNTIL THE COMPLETION OF CONSTRUCTION OPERATIONS. 3.TEMPORARY MULCH: TO ALLEVIATE SOIL COMPACTION IN ANTICIPATED AREAS OF HIGH CONSTRUCTION TRAFFIC, AND ONLY WHERE FENCING CANNOT BE SET FIVE FEET OUTSIDE OF THE DRIPLINE, THE CONTRACTOR SHALL INSTALL A LAYER OF MULCH, 9"-12" THICK, OVER ALL EXPOSED EARTH FROM THE TREE TRUNK TO 5' OUTSIDE OF THE DRIPLINE. THIS LAYER SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION. WHEN PLANTING OPERATIONS ARE COMPLETED, THE MULCH SHALL BE REDISTRIBUTED THROUGHOUT ALL PLANTING AREAS IN A 3" THICK "PERMANENT" MULCH LAYER. 4.NECESSARY WORK: WHEN IT BECOMES NECESSARY TO ENTER THE "PROTECTED ZONE", SUCH AS FOR FINE GRADING, IRRIGATION INSTALLATION, AND PLANTING OPERATIONS, THE CONTRACTOR SHALL STRICTLY ADHERE TO THE FOLLOWING RULES: A.EVERY EFFORT SHALL BE MADE TO PRESERVE THE EXISTING GRADE AROUND PROTECTED TREES IN AS WIDE AN AREA AS POSSIBLE. B.TRENCHING WITHIN THE PROTECTED ZONE OF EXISTING TREES SHALL BE PERFORMED BY HAND, AND WITH EXTREME CARE NOT TO SEVER ROOTS 1-1/2" IN DIAMETER AND LARGER. WHERE ROOTS 1-1/2" IN DIAMETER AND LARGER ARE ENCOUNTERED, THE CONTRACTOR SHALL TUNNEL UNDER SAID ROOTS. EXPOSED ROOTS THAT HAVE BEEN TUNNELED UNDER SHALL BE WRAPPED IN WET BURLAP AND KEPT MOIST WHILE THE TRENCH IS OPEN. C.WHERE ROOTS 1-1/2" IN DIAMETER OR LARGER MUST BE CUT DUE TO EXTENSIVE GRADE CHANGES, THOSE ROOTS MUST BE EXPOSED BY HAND DIGGING AND CUT CLEANLY. RAGGED CUTS GENERALLY DO NOT HEAL PROPERLY, AND MAY LEAVE THE TREE OPEN TO PESTS AND PATHOGENS. D.WHERE TRENCHING NEAR TREES HAS ALREADY OCCURRED FROM PREVIOUS CONSTRUCTION OPERATIONS, THE CONTRACTOR SHALL MAKE EVERY EFFORT TO CONFINE HIS TRENCHING OPERATIONS TO THE PREVIOUSLY-CREATED TRENCHES, WHILE ADHERING TO THE CONDITIONS SET FORTH IN 3B. 4.POTENTIAL CONFLICTS: THE CONTRACTOR SHALL NOTIFY THE OWNER AND ARBORIST SHOULD ANY POTENTIAL CONFLICTS ARISE BETWEEN THESE SPECIFICATIONS AND/OR LARGE ROOTS ENCOUNTERED IN THE FIELD, AND CONSTRUCTION OPERATIONS. THE CONTRACTOR SHALL NOT TAKE ANY ACTION IN SUCH CONFLICTS WITHOUT THE ARBORIST'S WRITTEN APPROVAL. THE ARBORIST SHALL HAVE FINAL AUTHORITY OVER ALL METHODS NECESSARY TO HELP ENSURE THE PROTECTION AND SURVIVAL OF EXISTING TREES. 5.PRUNING: PRUNE ONLY THE TREES THAT ARE INDICATED ON THE PLANS AS REQUIRING PRUNING. PRUNE TREES ACCORDING TO INTERNATIONAL SOCIETY OF ARBORICULTURE / ANSI A300 STANDARDS: A.REMOVE ALL DEAD WOOD. B.PRUNE LIVE WOOD FOR HEALTH OR STRUCTURAL REASONS ONLY, INCLUDING THE NEED TO ELIMINATE DISEASED OR DAMAGED GROWTH, ELIMINATE STRUCTURALLY UNSOUND GROWTH, REDUCE THE POTENTIAL FOR WIND TOPPLING OR WIND DAMAGE, OR TO MAINTAIN GROWTH WITHIN LIMITED SPACE. DO NOT REMOVE MORE THAN 25% OF ANY TREE'S LIVE FOLIAGE IN ANY ONE GROWING SEASON. PRUNE ONLY TO INTERNATIONAL SOCIETY OF ARBORICULTURE/ANSI A300 STANDARDS, AND ONLY UNDER THE DIRECT SUPERVISION OF A CERTIFIED ARBORIST. C.FINAL CUTS SHALL BE MADE JUST OUTSIDE THE SHOULDER RING AREA. EXTREMELY FLUSHED CUTS WHICH PRODUCE LARGE WOUNDS SHALL NOT BE MADE. D.ALL TRIMMING CUTS SHALL BE PERFORMED IN SUCH A MANNER AS TO PROMOTE THE NATURAL GROWTH AND SHAPE OF EACH TREE SPECIES. E.IMPROPER PRUNING METHODS INCLUDING, BUT NOT LIMITED TO, "TOPPING", "TIPPING", "HEADING BACK", "DEHORNING", AND "LIONTAILING" WILL NOT BE ALLOWED. THE CONTRACTOR SHALL PAY FOR ALL WORK NECESSARY TO CORRECT SUCH PRUNING WHEN PERFORMED BY HIS CREWS OR SUBCONTRACTORS. F.SHOULD THE CONTRACTOR REQUIRE MORE INFORMATION, THE CONTRACTOR SHALL CONTACT THE ISA AT (217) 355-9411 FOR A COPY OF THE ANSI A300 PRUNING STANDARDS. CONTRACTOR SHALL ADHERE TO THE METHODS AND PRACTICES SET FORTH IN THIS DOCUMENT. 6.LANDSCAPE AND IRRIGATION (NATIVE TREES ONLY): ANY FUTURE LANDSCAPE AND IRRIGATION SHOULD ADHERE TO THE FOLLOWING GUIDELINES: A.NO IRRIGATION OR PLANTING SHOULD OCCUR CLOSER THAN 8'-10' FROM THE TRUNK. B.WHERE IRRIGATION DOES OCCUR WITHIN THE PROTECTED ZONE, DRIP IRRIGATION SHOULD BE USED WHEREVER POSSIBLE. ADDITIONALLY, ONLY PLANTS WITH LOW WATER NEEDS SHOULD BE PLANTED WITHIN THE PROTECTED ZONE, SPACED FAR APART WHERE CLOSE TO THE TREE. PLANTS MAY BE SPACED CLOSER TOGETHER NEAR THE EDGE OF THE PROTECTED ZONE. TREE PROTECTION NOTES: REMOVE REMOVE LOCATION AND SIZE TO BE VERIFIED LOCATION AND SIZE TO BE VERIFIED LIQUIDAMBER STYRACIFLUA 'PALO ALTO"PALO ALTO SWEETGUM LIQUIDAMBER STYRACIFLUA 'PALO ALTO"PALO ALTO SWEETGUM 6"-7"GOOD PARKING LANDSCAPE CODE PARKING LOTS WITH 100 STALLS OR MORE MUST CONTAIN 35 SF PER SPACE PROPOSED STALLSCODE 825 STALLS REQUIRED AREA 825 STALLS x 35 SF 28,875 SF REQUIRED PROPOSED PARKING LOT LANDSCAPE AREA 29,311 SF LANDSCAPE PLAN R-418515TED-40-4185WALMART #2516 WALMART SUPERCENTER PICKUP EXPANSION CONSTRUCTION DOCUMENTS NOTE: INFORMATION FOR AS-BUILT DRAWINGS SUPPLIED BY GENERAL CONTRACTOR. AS-BUILT SET 08/31/2023