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Home My WebLink AboutR-422202N N N I O ^I IJ LU i- 0 n LU l) LU G 0 FUT � Rt now wyars below. Cal I before you dig. ROW =NTS GRADING LEGEND: EXISTING CONTOUR ELEVATION 1250- LINE ---GB - - GRADE BREAK EXISTING CATCH BASIN DRAINAGE INLET EXISTING PAVEMENT SLOPE 1.5% PROPOSED PAVEMENT SLOPE C - CONCRETE D - DIRT DI - DRAINAGE INLET 105.5TC FF - FINISH FLOOR 10 05 OP FL - FLOW LINE P - PAVEMENT TC - TOP OF CURB . HEAVY DUTY PORTLAND CEMENT CONCRETE. ° SEE SECTIONS ON THIS SHEET. HEAVY DUTY ASPHALT CONCRETE SEE SECTIONS ON THIS SHEET. CONCRETE SIDEWALK. SEE DETAIL NO. 3 ON SHEET C2.2. DECORATIVE PAVEMENT ------------- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 !■ 7 m m m m MATCH LINE: SEE GRADING PLAN - SOUTH GRADING NOTES: OEXISTING BUILDING TO BE RENOVATED PER BUILDING PLANS. OPROPOSED GARDEN CENTER PER BUILDING PLANS. O3 CONSTRUCT CONCRETE PER STRUCTURAL PLANS. OCONSTRUCT HEAVY DUTY CONCRETE PAVEMENT PER DETAILS ON THIS SHEET. OCONSTRUCT HEAVY DUTY ASPHALT CONCRETE PAVEMENT PER DETAILS ON THIS SHEET. OCONSTRUCT CONCRETE SIDEWALK PER RENTON STANDARD DETAILS 102 AND F007 ON SHEET C2.2. O CONSTRUCT 6" CONCRETE CURB PER HOME DEPOT DETAIL 26-C1 ON SHEET 2.2. O CONSTRUCT 6" CONCRETE CURB AND GUTTER PER RENTON STANDARD DETAIL 101 ON SHEET C2.2. OCONSTRUCT CURB RAMP PER WSDOT STANDARD PLANS PER TYPE NOTED ON PLAN. SEE SHEET 2.2 FOR MORE DETAILS. 10 INSTALL CHARGING PEDESTALS FOR EQUIPMENT RENTAL USE PER DETAIL ON SHEET C1.2. SEE ELECTRICAL PLANS FOR MORE DETAILS. 11 SEE ROW PLANS FOR ROW IMPROVEMENTS. 12 CONSTRUCT LIGHT DUTY ASPHALT CONCRETE PAVEMENT PER DETAILS ON THIS SHEET. 13 INSTALL DECORATIVE PAVEMENT PER: • HEAVY DUTY SECTION IF WITHIN DRIVE AISLE. • STRUCTURAL PLANS IF WITHIN STORE APRON BOUNDS. a.. a HEAVY DUTY PCC PAVEMENT SECTION: =Io.6.0" PORTLAND CEMENT CONCRETE • CLASS A .4" CLASS 2 AGGREGATE BASE COURSE • 95% RELATIVE COMPACTION =r=- 12" MIN. COMPACTED SUBGRADE -1-1-� • 95% RELATIVE COMPACTION -I I I -I I I -I I I= -I -I -I • MIN. COMPRESSIVE STRENGTH OF III -III -III= 4000 PSI • REINFORCE WITH #4 REBAR EACH WAY AT 12" OC AT MID -DEPTH LIGHT DUTY AC PAVEMENT SECTION: �, - 3" AC PAVEMENT CLASS 2 AGGREGATE BASE COURSE • 95% RELATIVE COMPACTION =11 a I mr=r 12" MIN. COMPACTED NATIVE SOIL -III-III-I 11= _ =1=1=1 • 95% RELATIVE COMPACTION I- HEAVY DUTY AC PAVEMENT SECTION: -4" AC PAVEMENT CLASS 2 AGGREGATE BASE COURSE • 95% RELATIVE COMPACTION pi, I I I=1 11= III -III -I 11I-I I-� 12" MIN. COMPACTED NATIVE SOIL -III= 95% RELATIVE COMPACTION 1 BULLETIN # 1 LR 8/22/22 DZ suffam 2 BULLETIN #2 LR 9/30/22 DZ 3 BULLETIN #3 LR 10/25/22 DZ ROW - AS-BUILTS LR 4/28/23 DZ DrJM a�cl� NO. REVISION BY I DATE I APPR ESTIMATED QUANTITIES: CUT: 14 CY IMPORT: 28 CY FILL: 14 CY THESE QUANTITIES DO NOT INCLUDE ANY SHRINKAGE, SUBSIDENCE, OVER -EXCAVATION, OR ANY SPECIAL CONDITIONS OR REQUIREMENTS THAT MAY BE SPECIFIED IN THE GEOTECHNICAL INVESTIGATION REPORT. THESE QUANTITIES IN THE AREA FOR PERMIT PURPOSES ONLY. ALL CONTRACTORS BIDDING ON THIS PROJECT SHOULD MAKE THEIR OWN DETERMINATION OF EARTHWORK QUANTITIES PRIOR TO SUBMITTING A BID. RECORD DRAWINGS FHIS RECORD DRAWING HAS BEEN PREPARED BASED ON INFORMATIOP 'ROVIDED BY THE GENERAL CONTRACTOR AND ENGINEER OF RECORD F� A N MO WA cow g fTl � 56573 �� FGISTE \� S FSSIO NM_ SIM APEX vmvrm: Ho ism 1" = 50' HOMMMA : we 1991 LR LR am DATUM DZ N FILL BCiIIE FN DZ LARS ANDERSEN & ASSOCIATES, INC. CIVIL ENGINEERS - LAND SURVEYORS - PLANNERS 4694 WEST JACQUELYN AVENUE - FRESNO CALIFORNIA 93722 TEL: 559 27 -2790 FAX: 559 276-0850 WWW.LARSANDERSEN.COM 4/28/2023 SCOTT A. MOMMER RCE 56573 DATE: CITY OF RENTON s Planning/Building/Public Works Dept. GENERAL GRADING NOTES: 1. CONCRETE WALKS TO HAVE 1.5% MAX CROSS SLOPE AND 5.0% MAX IN DIRECTION OF TRAVEL. CONTRACTOR SHALL PROVIDE CERTIFICATION FROM SURVEYOR AT JOB COMPLETION. 2. ALL GRADING SHALL COMPLY WITH STATE BUILDING CODE, CITY OF RENTON STANDARDS AND SPECS„ AND SOILS REPORT. 3. CONTRACTOR TO ADJUST ALL EXISTING AND PROPOSED UTILITY LIDS TO MATCH FLUSH WITH PROPOSED FINAL SURFACE GRADES. THIS INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING: MANHOLES, METER BOXES, VALVE BOXES, ELECTRICAL BOXES, TELEPHONE BOXES, CABLE BOXES, AND TRANSFORMER PADS. 4. ALL GRADING SHALL BE DONE UNDER THE OBSERVATION OF A GEOTECHNICAL ENGINEER. 5. IT IS THE CONTRACTOR'S RESPONSIBILITY FOR THE LOCATING AND PROTECTION OF ALL UTILITIES. 6. DUST SHALL BE CONTROLLED BY WATERING AT ALL TIMES. 7. THE DEVELOPER AND/OR CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES FORTY-EIGHT (48) HOURS PRIOR TO GRADING AT 811 UNDERGROUND SERVICE ALERT. 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH THE RECOMMENDATION OF THE GEOTECHNICAL ENGINEERING INVESTIGATION REPORT PREPARED BY TERRACON PROJECT NUMBER: 81195216 DATED: 12-27-2021 AND THE RECOMMENDATIONS THEREIN ARE HEREBY MADE A PART HEREOF, AS QUALIFIED CONTRACT DOCUMENTS. 9. ALL WORK WITHIN PUBLIC RIGHT OF WAYS MUST HAVE AN ENCROACHMENT PERMIT ISSUED BY THE PUBLIC WORK'S OFFICE. 10. CONTRACTOR SHALL OBTAIN PERMIT TO GRADE FROM THE CITY BUILDING DEPARTMENT AND SHALL GIVE ADEQUATE NOTICE FOR REQUIRED INSPECTIONS. 11. CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AS -GRADED PLANS. PLANS ARE TO BE SUBMITTED UPON COMPLETION OF GRADING AND PRIOR TO OCCUPANCY. 12. THE OVERALL BUILDING SITE SHALL HAVE A MINIMUM SLOPE OF 1.0% IN ALL AREAS TO AN APPROVED DRAINAGE FACILITY. CONTRACTOR IS TO BLUE TOP ANY AC PAVEMENT SLOPES UNDER 1.5% FOR CONFORMANCE WITH PLANS. 13. ANY VERTICAL CUT OR FILL DIFFERENTIAL EQUAL TO OR GREATER THAN TWELVE (12) INCHES BETWEEN ADJACENT PROPERTIES SHALL BE SUPPORTED BY AN APPROVED RETAINING WALL OR SHALL HAVE A MAXIMUM SLOPE OF ONE (1) VERTICAL TO TWO (2) HORIZONTAL. 14. PROVIDE COMPACTION REPORTS PREPARED BY AN APPROVED TESTING AGENCY FOR ALL FILLS. 15. PAVING SECTION SHALL BE INSPECTED BY THE GRADING ENGINEER OR BY A CERTIFIED INSPECTOR. 16. ALL SITE CLEARING, EXCAVATIONS, FILLS, AND GRADING TO BE UNDER THE DIRECTION OF A GEOTECHNICAL ENGINEER WITH FULL TIME OBSERVATION OF THE ENGINEER OR HIS QUALIFIED REPRESENTATIVE. A SOILS INVESTIGATION REPORT AND A REPORT OF SATISFACTORY PLACEMENT OF FILL, BOTH ACCEPTABLE TO THE BUILDING OFFICIAL SHALL BE SUBMITTED. 17. NO SURFACE DRAINAGE SHALL BE PERMITTED TO DRAIN ONTO ADJACENT PROPERTIES, OR PUBLIC PROPERTY. 18. CONTRACTOR SHALL PROVIDE CORING SAMPLES TO THE PROJECT ENGINEER AFTER COMPLETION OF PAVING. SAMPLES SHALL BE SUPERVISED BY SOIL ENGINEER. A FREQUENCY OF ONE CORE PER 10,000 SQ. FT. OF PAVING WITH A TOTAL OF NO LESS THAN 4 CORES BE MET. 19. OPEN GRADED GRAVEL AND ROCK MATERIAL SUCH AS 3/4-INCH CRUSHED ROCK OR 1/2-INCH CRUSHED ROCK SHOULD NOT BE USED AS BACKFILL INCLUDING TRENCH BACKFILL. IN THE EVENT GRAVEL OR ROCK IS REQUIRED BY A REGULATORY AGENCY FOR USE AS BACKFILL (CONTRACTOR TO OBTAIN A LETTER FROM THE AGENCY STATING THE REQUIREMENT FOR ROCK AND/OR GRAVEL AS BACKFILL), ALL OPEN GRADED MATERIALS SHALL BE FULLY ENCASED IN A GEOTEXTILE FILTER FABRIC, SUCH AS MIRAFI 140N, TO PREVENT MIGRATION OF FINE GRAINED SOILS INTO THE POROUS MATERIAL. 20. THE GRADING CONTRACTOR SHALL REMOVE ALL ORGANIC MATTER, DEBRIS, AND OTHER DELETERIOUS MATERIAL FROM THE SITE. GENERAL NOTES: 1. SEE SHEET C2.1 GRADING PLAN - SOUTH FOR ADDITIONAL IMPROVEMENTS. 2. SEE SHEET CO.2 AND CO.3 FOR ADDITIONAL NOTES. 3. ALL EXISTING UTILITY STRUCTURES (MANHOLES, CLEANOUTS, VAULTS, ETC) TO BE RAISED TO PROPOSED GRADE. 4. CONTRACTOR TO VERIFY EXISTING PAVEMENT SECTIONS AND COORDINATE WITH GEOTECH ENGINEER PRIOR TO INSTALLATION OF NEW PAVEMENTS. R-422202 IN COMPLIANCE WITH CITY OF RENTON STANDARDS HOME DEPOT CIVIL CONSTRUCTION PERMIT GRADING PLAN - NORTH Om 10/12/2022 C2.0 10 OF' 55 00 Cfl M O O N N LJ H H O O O I NN 0 a_ L LI 0 L LI 2 0