HomeMy WebLinkAboutR-4130RETAINREMOVEREMOVE3NOTE: A MINIMUM OF 30 PERCENT TREE RETENTION IS REQUIRED. TREE PROTECTION REQUIRED PER RMC 4-4-130REFER TO TREE PROTECTION FENCE DETAIL THIS SHEETLOT 2
NO. DATE REVISION BY CK.PROJECT NO.SHEET ______ OF ________DRAWINGCLIENTBURNETT AVE SHORT PLAT
PLANTING NOTES AND DETAILSL1.02SOUND HOUSING LLC9675 SE 36th Street,Suite 105, MercerIsland, WA 9804013302 BURNETT AVE NORTH
RENTON, WA CONSTRUCTION NOTES:BACKFILL PER PLANT NOTES4'-0"
5'-0"12'' MIN.12'' GREATER THAN ROOTBALLSOIL BENEATH TREE TO BE EXISTING SOIL OR COMPACT SOILTO 85% MAX. DENSITYLAYER OF MULCH PER SPECIFICATIONS2'' DIA. WOOD STAKES, STAKE NEXT TO ROOTBALLEXISTING SOIL, 1:1 SLOPE AT SIDES OF PLANT PITTREE PIT TO BE THREE TIMES THE DIAMETER OF ROOTBALLFORM 3'' WATERING RING AROUND TREE, 2'' OUTSIDE OF TREE STAKESFIRM BACKFILL IN PLACE AND WATER IN WELLSET TREE 1'' ABOVE GRADE AS GROWN IN NURSERYCUT BURLAP BACK FROM TOP 2/3 OF ROOTBALLWRAP AROUND EACH STAKE AND TREE1'' WIDE SOFT RUBBER CHAIN LOCK TREE TIESET STAKES PARALLEL TO ADJACENT STREETPROVIDE 1'' CLEARANCE BETWEEN CHAIN LOCK TREE TIE AND TREE TRUNK.TREE PLANTING DETAILSECTION1N.T.S.CONTRACTOR SHALL COMPLETELY FAMILIARIZE THEMSELVES WITH THE PROJECT AS WELL ASALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTIONALL BEDS TO BE WEED AND DEBRIS FREE PRIOR TO SOIL PREPARATION. ALL SHRUB BEDS TOBE 8'' BELOW FINISHED GRADE TO ALLOW FOR TOPSOIL AND MULCHNOTIFY OWNER IF EXISTING SOIL CONDITIONS WILL PROVE DETRIMENTAL TO PLANT HEALTH,EVEN AFTER SOIL PREP, SUCH AS EXCESSIVE CLAY SOIL, HARDPAN SOIL, POOR DRAINAGE, OREXCESSIVE GRAVEL.ADD 3.5" OF 50/50 CEDAR GROVE COMPOST SAND MIX TO PLANTING BEDS AND TILL INTO 6" OFEXISTING SOIL, ADD 2.5 MORE INCHES OF COMPOST SAND MIX AND TILL INTO 6" OF SOIL.COMPACT TO 80% TO PREVENT SETTLING.AT INDIVIDUALLY PLANTED TREES OUTSIDE OF CONTIGUOUS PLANTING AREAS, STAKEPLANTING LOCATION FOR APPROVAL PRIOR TO CONSTRUCTION, CLEAR AND PREPARE ANAREA 72'' IN DIAMETER PER SOIL NOTES ABOVE.PLANT TREES PER DETAIL #1 THIS SHEET. PLANT SHRUBS PER DETAIL #2. MULCH PLANTINGBEDS AND IN 72" DIAMETER AREA AROUND EACH INDIVIDUAL TREE, KEEPING MULCH 2" FROMTRUNK OF TREE.MULCH TO BE FREE OF GARBAGE AND WEEDS AND MAY NOT CONTAIN EXCESSIVE RESIN,TANNIN, OR OTHER MATERIAL DETRIMENTAL TO PLANT GROWTHGENTLY LOOSEN ROOTS OF CONTAINER STOCK THAT IS ROOTBOUND PRIOR TO PLANTINGFERTILIZE WITH BEST-PAKS FERTILIZER, AVAIL. HORIZON 425.828.4554 ONE PACKET PER 1GALLON, 2 PER 2 GAL, 3 PER 5 gal, 14 PER TREE. EVENLY SPACE PACKS AROUND ROOTBALL6-8'' FROM SOIL SURFACEALL PLANTS SHALL CONFORM TO AMERICAN STANDARD FOR NURSERY STOCK, ANLA PROVIDEONE YEAR WARRANTY STARTING FROM DATE OF FINAL ACCEPTANCECOORDINATE ALL WORK WITH GENERAL CONTRACTORPLANT GROUNDCOVERS A MINIMUM 24'' FROM CONCRETE OR ASPHALT SURFACESIF TREE IS 4' OR CLOSER, HORIZONTALLY, FROM A PAVED SURFACES, INSTALL A 8' BY 24''SHEET OF PLASTIC ROOT BARRIER BETWEEN TREE AND PIPE OR PAVED SURFACE. CENTER 8'SECTION ON TREE TRUNK, SET TOP OF BARRIER AT TOP OF SOIL SURFACE, BELOW MULCHLEVEL. SET AGAINST ADJACENT PAVED SURFACE OR NEAR VICINITY OF UTILITY PIPE. USE NDSSM-20 SHEETING OR SIMILAR PRODUCT, AVAILABLE FRANK J MARTIN COMPANY 206-523-7665PLANTINGS WILL REQUIRE SUPPLEMENTAL WATER THROUGH AT LEAST THEIR FIRST GROWINGSEASON221 2-11-2016 ORIGINAL SUBMITTALSET AT 1/2'' HIGHER THAN GROWN IN NURSERYSHRUB and GROUNDCOVDER PLANTING DETAILTO BE 12" WIDER THAN ROOTBALL FOR SHRUBS AND 8''WIDER THAN ROOTBALL FOR GROUNDCOVERSDEPTH TO BE SAME AS ROOTBALL OR 12"WHICH EVER IS GREATERSECTIONPLANTING HOLEFIRM BACKFILL IN PLACE AND WATER IN WELLN.T.S.EXISTING SOIL, DEEPLY SCARIFY AT SIDES OFOF PLANTKEEP MULCH 1-2'' AWAY FROM STEMTOP OF ROOT CROWNBARK MULCH PER SPECIFICATIONSBACKFILL WITH AMENDED NATIVE SOILFORM 2" WATER BASINPLANT POCKETAND FERTILIZER PER SPECIFICATIONS2
WOOD FENCE5' CHAINLINK FENCE 5' SOUTH OF LINE6' WOODBOARD FENCES.FSTOP8688 8884848482
828 2
DLSSD L
STOP8482
DLSSD L
STOP868484
82
828 2
DLSSBURNETT AVE NN 33RD PL101.99N 000 50' 31" E105.04'N 890 56' 39" E105.04'N 890 56' 39" E101.99N 000 50' 31" ENEW 8' LANDSCAPING BUFFERWIDTH12' - 0"ROW53' - 0"ROW DEDICATION1' - 6" REQUIRED50.02'N 890 56' 39" E(100.49' ADJ FROM DEDICATIONS)8' - 0"5' - 0"NEW 5' SIDEWALK5' - 0"8' - 0"NEW 8' LANDSCAPING BUFFERNEW 5' SIDEWALKR 25' - 0 "6" CURB & GUTTEREXIST'G CB (TO BE REMOVED)RIM 80.72'IE 77.66' 12" DI WIE 77.87' 12" DI EIE 77.87' 12" DI SEXIST'G CB (TO BE REMOVED)RIM 81.20'IE 78.15' SW 12" DIIE 78.8' E 12" CONC.TO BE REMOVEDROW DEDICATION1' - 6" REQUIRED55.02'N 890 56' 39" E(53.50' AFTER DEDICATION)NEW TYPE 1 CBRIM 81.50'IE 78.45' SW 12" DIIE 79.1' E 12" DIRELOCATE TYPE 1 CBRIM 80.90'IE 77.66' 12" DI WIE 77.87' 12" DI EIE 77.87' 12" DI SFOUND 1/2" REBAR & CAP PLS No. 29537EL. 82.99'FOUND 1/2" REBAR & CAP PLS No. 29537EL. 85.58'FOUND 1/2" REBAR & CAP PLS No. 29537EL. 89.86'FOUND 1/2" REBAR & CAP PLS No. 29537EL. 84.61'FOUND 1/2" REBAR & CAP PLS No. 29537EL. 85.61'EXIST'G SSHM RIM 80.45'IE. (MC) 72.35'8" DI WATER MAIN8" SEWER MAINEXIST'G CB (TO REMAIN IN LANDSCAPE AREA)RIM 86.0' (RIM EL. SHALL BE FLUSH WITH FINAL GRADE IN LANDSCAPE STRIPIE 83.33' E, W 12" CONC.REPLACE WITH SOLID LID COR STD. PLAN 204.10NEW TYPE 1 CBRIM 85.45'IE 82.93' E IE 82.46' WREFER TO COR STD. PLAN 200.30, 202.00, 204.00, 204.20, 203.00 AAAANEW TYPE 1 CB -PER COR STD PLAN 200 W/ VANED GRATE RIM 85.25'IE. 82.39' 18" DI WIE. 82.46' 18" DI ENEW 96 LF 18" DI @ 4.2%0+0050+00100+00150+000+0050+00100+00150+001233435566WMWM779910101188151514131212NEW 110 LF 18" DI @ 4%DEDICATION TO MATCH RADIUS OF SIDEWALKPIPE MATERIALS SHALL BE VERIFIED AND MEET THE MINIMUM COVER REQUIREMENTS FOUND IN TABLE 4.2.1.A2 OF THE RSDWM.STD. PLAN 220.00PIPE MATERIALS SHALL BE VERIFIED AND MEET THE MINIMUM COVER REQUIREMENTS FOUND IN TABLE 4.2.1.A2 OF THE RSDWM.MIN.4' - 0"50.02'N 890 56' 39" E55.02'N 890 56' 39" E(53.50' AFTER FRONTAGE DEDICATION)15 LF 6" DIFOOTING DRAIN STUBw/ CLEANOUT RIM. 86.5'IE. 84.25'15 LF 6" DIFOOTING DRAIN STUBw/ CLEANOUT RIM. 84.5'IE. 82.2512124DEBRIS BARRIERSTD. PLAN 223.00MIN.4' - 0"NEW TYPE 1 CB RIM 84.75'PER COR STD PLAN 200 IN LANDSCAPE AREAIE 82.07' 18" DI NIE 82.0' 18" DI SIE 82.0' 18" DI SEWITH SOLID LID STD. PLAN 400.20, 204.50, 204.60NEW TYPE 1 CB - PER COR STD PLAN 200 W/ VANED GRATE RIM 89.74'IE. 86.79' 18" DI WNEW 26 LF 18" DI @ 2%IE 82.0'NEW 16 LF 18" DI @ 2%BBBEGIN NEW AC PAVEMENT EXISTING FIRE HYDRANTNEW 84 LF 12" DI 4%SDHM RIM 80.65'IE 73.85'24" DI N24" DI S12" DI E12" DI EEXIST'G TO REMAINNEW 23 LF 12" DI @ 2.5%NEW 5 LF 12" DI 8%1" = 10'ENTIRE LOT IS STRAW COVEREDDURING CONSTRUCTION ACTIVITIES3' - 0"3' - 0"C.O.PER COR 406.1RIM = 86.5'IE = 80.5'C.O.PER COR 406.1RIM = 84.5'IE = 78.5'DIMENSIONS NOTED ARE BASED ON LUA20-000163 (LOT LINE ADJUSTMENT) TYP. U.N.ODIMENSIONS NOTED ARE BASED ON LUA20-000163 (LOT LINE ADJUSTMENT) TYP. U.N.ODIMENSIONS NOTED ARE BASED ON LUA20-000163 (LOT LINE ADJUSTMENT) TYP. U.N.ODIMENSIONS NOTED ARE BASED ON LUA20-000163 (LOT LINE ADJUSTMENT) TYP. U.N.OMIN.5' - 0"MIN.5' - 0"ABANDON EX. SIDE SEWER STUBPRVPRV1410'3'PLANTER8'SIDEWALK5'VERTICAL SAWCUT & MATCH EX. GRADE6" TRAFFIC CONCRETE CURB AND GUTTER PER COR STD. PLAN 101 AND 103PROPOSED LANDSCAPE0.5' CURBPROPOSED STREET TREEEQEQPROPOSED 4" CEMENT CONCRETE SIDEWALKPER COR STD. PLAN 1021.5% MAX.1.5% MAX.6" CRUSHED RESURFACING TOP COURSE (CSTC)2" BARK OR WOOD CHIP MULCH12" TOP SOIL TYPE AROW CENTERLINE4" HMA CL 1/2" PG 58H-226" CRUSHED RESURFACING TOP COURSE (CSTC)2%13' - 0"26' - 6" (1/2 - 53' ROW)1/2 OF EXIST'G 22' PAVEMENT WIDTH @ BURNETT AVE N1/2 OF EXIST'G 28' PAVEMENT WIDTH @ N 33RD PL2' - 0"1' - 0"N 33RD PL0+0050+00100+00130+00EG 81.33EG 82.38EG 83.47EG 84.57EG 85.39EG 80.92FL 82.44FL 83.53FL 84.63RIM 85.45FL 80.98FL 81.39TOC 82.94TOC 84.03TOC 85.13TOC 85.95TOC 81.48CW 83.06CW 83.13CW 84.15CW 84.22CW 85.25CW 85.32CW 86.07CW 86.14CW 81.70CW 81.73RIM 81.50RIM 80.90CW 82.00BURNETT AVE N0+0050+00100+00150+00EG 80.92FL 80.98TOC 81.48CW 81.70CW 81.73EG 81.07FL 81.15TOC 81.63CW 81.66CW 81.73EG 82.00FL 82.06TOC 82.56CW 82.62CW 82.69EG 82.99FL 83.05TOC 83.55CW 83.61CW 83.68EG 83.96FL 84.02TOC 84.52CW 84.55CW 84.62EG 84.35FL 84.42TOC 85.35TOC 84.97TOC 85.04C011SimALLEY12' - 0"REFER TO COR STD 104.2 AND 104.3 FOR R1B TYPE DRIVEWAY6' - 0"6' - 0"TOC 84.58FL 84.85TOC 85.24TOC 85.4214100+00TOC 81.49CW 81.71CW 81.73CW 81.84TOC 81.79TOC 81.40TOC 81.40CW 81.91CW 82.00CW 81.87CW 81.80GENERAL NOTES:1.PLACEMENT OF GRATINGS, ACCESS COVERS AND OTHER APPURTENANCES SHALL NOT BE LOCATED ON CURB RAMPS, LANDING AND GUTTERS WITHIN THE PEDESTRIAN ACCESS ROUTE.2.RAMPS SHALL BE TEXTURED USING TRUNCATED DOME PATTERN (SEE WSDOT STANDARDS). DETECTABLE WARNING PATTERN SHALL BE YELLOW IN COMPLIANCE WITH WSDOT STANDARD SPECIFICATION 8-14.3(3)RAMP CENTER LINE SHALL BE PERPENDICULAR TO OR RADIAL TO CURB RETURNS UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER.3.LANDINGS SHALL BE MINIMUM 4' x 4'4'4 '2 'TOC 81.39TOC 81.328%5' @ 1.6%5' @ 10%CW 81.73CW 81.66CW 81.664'2'4'TOC 81.15TOC 81.63TOC 81.49TOC 81.158.33%5' @ 6.8%5' @ 0.4%PC = 107+00PT = 147+02LENGTH OF CURVE 40.02'DELTA = 90o 51' 36"RADIUS = 25'TANGENT LENGTH = 35.88' PLDATUMIN COMPLIANCE WITH CITY OF RENTON STANDARDSDATE:FIELDBOOK:DRAWINGNO:PAGE:SHEET:OF:SCALE:DESIGNED:DRAWN:CHECKED:APPROVED:NO. REVISION BY DATE APPRFILENAME:SURVEYED:VERTICAL: NAVD1988IF NOT ONEINCHONEINCHAT FULLSCALEHORIZONTAL: NAD1983/1991SCALEACCORDINGLYPlanning/Building/Public WorksDept.CITY OFRENTONKEYDESCRIPTIONDETAIL/SHEETSEWER STUB SHALL BE 6 INCH IN THE RIGHT OF WAY AND MAY BE REDUCED TO A 4 INCH SIDE SEWER ON PRIVATE PROPERTY -6"x6"x6" SURFACE CLEANOUT WITH CAST IRON RING AND COVER (EAST JORDAN IRON WORKS PRODUCT NO. 00367502 OR APPROVED EQUAL, SPECIFY 'SEWER' ON LID). CLEANOUT TO BE CENTERED IN A 2'x2' CONCRETE PAD. CONCRETE PAD TO BE 8" IN DEPTH.REFER TO COR STD. PLAN 406.1TRANSITION FLOW LINE FROM NEW CURB & GUTTER TO ASPHALT THICKENED EDGE AT 2:1 MAX. TAPER. MATCH EXISTING GRADE893' MIN. SAWCUT (FROM FACE OF CURB) & MATCH EXISTING GRADE. PAVEMENT PATCH PER CITY STANDARDS -PER COR STD PLAN 10310CUT & CAP EXISTING 3/4" WATER METER -PER DEMO PERMIT REQUIREMENTS -W2000088111INSTALL/RELOCATE NEW CB AND GRATE PER COR STD DETAIL 20012REMOVE EXISTING WOODBOARD FENCE PRIOR TO ROW CONSTRUCTION13ASPHALT TRANSITION FROM SIDEWALK TO EX. GRADE @ MAX. 8 PERCENT14CEMENT CONCRETE DRIVEWAY ENTRANCE -TYPE R1BSEE DETAIL -STANDARD PLAN 104.3151 : 402TYP. ROW CROSS SECTION A - AWTR-27-4130BURNETT AVE INC. R-413001W-413001BURNETT AVE INC3302 BURNETT AVE N, RENTON, WA 98056ROAD / PAVING / DRAINAGE PLAN1/31/2020C0115D:\Avalon Project\AVALON PASSPORT 2019\3302 BURNETT -FRONTAGE IMPROVEMENT14670 NE 8TH ST #200BELLEVUE, WA 98007TEL. 714-336-4714EMAIL:glen@avalonproject.usREDYELLOWORANGEBLUEGREEN1" = 20'-0"4GRADING PLAN AT N 33RD PL1" = 20'-0"3GRADING PLAN AT BURNETT AVEKEY NOTESKEYDESCRIPTIONDETAIL/SHEETNEW AND EXISTING UTILITIES FROM POWER POLE ARE REQUIRED TO BE UNDERGROUNDED TO HOUSE(S) -COORDINATE WITH THE CITY AND UTILITY COMPANIESEXISTING VEGETATION TO BE REMOVED PRIOR TO CONSTRUCTION ALONG WEST PROPERTY LINEINSTALL NEW STREET TREES PER RMC 4-4-070, REFER TO BUILDING SITE PLAN FOR SPECIESNEW LANDSCAPE BUFFER W/ AMMENDED SOILNEW 5' CEMENT CONCRETE SIDEWALKPER STD PLAN 102 AND F007CITY OF RENTON UTILITY DEPARTMENT TO INSTALL NEW 1" WATER METER. INDIVIDUAL PRESSURE REDUCING VALVE DOWNSTREAM (TO BE INSTALLED BY DEVELOPER). WATER METERS TO BE INSTALLED IN THE PLANTER STRIP. SEPERATE WATER METER PERMITS AND DROP IN WATER METER PERMITS AS REQUIRED- SEE COR STD PLAN 320.1 AND 340.5NEW CEMENT CONCRETE CURB AND GUTTER PER STD PLAN 10112345671" = 10'-0"1PARALLEL ADA RAMP DETAILFINAL TRENCH RESTORATION FOR ALL WATER SERVICE LINES TO BE PERFORMED BY DEVELOPER'S CONTRACTOR1 : 405TYP. ALLEY PAVEMENT DETAILSECTION B-BONE INCH AT FULLSCALE IF NOT ONE INCH SCALE ACCORDINGLYSHEET INDEXC01 -FRONTAGE IMPROVEMENT -ROAD / PAVING / DRAINAGE PLANFRONTAGE IMPROVEMENTC02 -TYPICAL STANDARD DETAILSC03 -TYPICAL STANDARD DETAILSC04 -TYPICAL STANDARD DETAILSC05 -TESC / EROSION CONTROL PLANTED-40-4130
DATUMIN COMPLIANCE WITH CITY OF RENTON STANDARDSDATE:FIELDBOOK:DRAWINGNO:PAGE:SHEET:OF:SCALE:DESIGNED:DRAWN:CHECKED:APPROVED:NO. REVISION BY DATE APPRFILENAME:SURVEYED:VERTICAL: NAVD1988IF NOT ONEINCHONEINCHAT FULLSCALEHORIZONTAL: NAD1983/1991SCALEACCORDINGLYPlanning/Building/Public WorksDept.CITY OFRENTONBURNETT AVE INC. R-413002AVALON PROJECT INC3302 BURNETT AVE N, RENTON, WA 98056TYPICAL STANDARD DETAILS1/31/2020C0225D:\Avalon Project\AVALON PASSPORT 2019\3302 BURNETT -FRONTAGE IMPROVEMENT14670 NE 8TH ST #200BELLEVUE, WA 98007TEL. 714-336-4714EMAIL:glen@avalonproject.usREDYELLOWORANGEBLUEGREENNOTES:1. Not Used2. All ramp and landing edges shall be separately formed.3. Utilities structures that must remain are to be made non-slip or non-skid.4. Utilities structures such as vaults and junction boxes shall not be located in the Pedestrian Access Route (PAR) of the Pedestrian Circulation Route.5. Drainage appurtenances, such as manholes, catch basins, etc. shall not be located in the PAR. These should be located in the street or the buffer strip.6. Accessible pedestrian access shall be provided for during construction.TED-40-4130
DATUMIN COMPLIANCE WITH CITY OF RENTON STANDARDSDATE:FIELDBOOK:DRAWINGNO:PAGE:SHEET:OF:SCALE:DESIGNED:DRAWN:CHECKED:APPROVED:NO. REVISION BY DATE APPRFILENAME:SURVEYED:VERTICAL: NAVD1988IF NOT ONEINCHONEINCHAT FULLSCALEHORIZONTAL: NAD1983/1991SCALEACCORDINGLYPlanning/Building/Public WorksDept.CITY OFRENTONTYPICAL STANDARD DETAILS1/31/2020C0335D:\Avalon Project\AVALON PASSPORT 2019\3302 BURNETT -FRONTAGE IMPROVEMENT14670 NE 8TH ST #200BELLEVUE, WA 98007TEL. 714-336-4714EMAIL:glen@avalonproject.usREDYELLOWORANGEBLUEGREENAVALON PROJECT INC3302 BURNETT AVE N, RENTON, WA 98056TED-40-4130BURNETT AVE INC. R-413003
DATUMIN COMPLIANCE WITH CITY OF RENTON STANDARDSDATE:FIELDBOOK:DRAWINGNO:PAGE:SHEET:OF:SCALE:DESIGNED:DRAWN:CHECKED:APPROVED:NO. REVISION BY DATE APPRFILENAME:SURVEYED:VERTICAL: NAVD1988IF NOT ONEINCHONEINCHAT FULLSCALEHORIZONTAL: NAD1983/1991SCALEACCORDINGLYPlanning/Building/Public WorksDept.CITY OFRENTON1/31/2020C0445TYPICAL STANDARD DETAILSD:\Avalon Project\AVALON PASSPORT 2019\3302 BURNETT -FRONTAGE IMPROVEMENTREDYELLOWORANGEBLUEGREENAVALON PROJECT INC3302 BURNETT AVE N, RENTON, WA 98056TED-40-4130R-413002W-413004BURNETT AVE INC.
SSD L
DLSTOP 8688888888
8884848482
828 2 9080STABILIZED CONSTRUCTIONENTRANCE PER STD PLAN 215.1SILT FENCE -- PER STD PLAN 214EXISTING WOOD FENCETO REMAIN DURING CONSTRUCTIONAPPROX. AREA TO BE CLEARED.ALL EXPOSED SOILS WILL BEMULCHED WHEN NOT BEING WORKED. BURNETT AVE NN 33RD PLCATCH BASIN FILTER -- PER STD PLAN 216.3HATCHED AREA REPRESENTS LIMIT OF DISTURBANCE FOR FRONTAGE IMPROVEMENTSILT FENCE -- PER STD PLAN 214CATCH BASIN FILTER -- PER STD PLAN 216.3DATUMIN COMPLIANCE WITH CITY OF RENTON STANDARDSDATE:FIELDBOOK:DRAWINGNO:PAGE:SHEET:OF:SCALE:DESIGNED:DRAWN:CHECKED:APPROVED:NO. REVISION BY DATE APPRFILENAME:SURVEYED:VERTICAL: NAVD1988IF NOT ONEINCHONEINCHAT FULLSCALEHORIZONTAL: NAD1983/1991SCALEACCORDINGLYPlanning/Building/Public WorksDept.CITY OFRENTONBURNETT AVE INC3302 BURNETT AVE N, RENTON, WA 98056TESC / EROSION CONTROL1/31/2020C0555D:\Avalon Project\AVALON PASSPORT 2019\3302 BURNETT -FRONTAGE IMPROVEMENT14670 NE 8TH ST #200BELLEVUE, WA 98007TEL. 714-336-4714EMAIL:glen@avalonproject.usREDYELLOWORANGEBLUEGREENONE INCH AT FULLSCALE IF NOT ONE INCH SCALE ACCORDINGLYFRONTAGE IMPROVEMENTTED-40-4130R-413005BURNETT AVE INC.