HomeMy WebLinkAboutApproved 2_FRONTAGE IMPROVEMENT PLANS 904 N 33RD PL v3SITE BENCH MARK MAG NAIL INASPHALTELEV. = 84.54SBM82.7081.4784 .17 83.9184.348 3 .9 7
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OVERHEADUTILITY LINEN 34TH ST.N 33RD PL.504948123BLOCK 18C.D. HILLMAN'SLAKE WASHINGTONGARDEN OF EDEN ADD.VOL. 11, PG. 6310'3'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"ROW DEDICATION1.5'25' - 0"1/2 OF ROW AFTER DEDICATION26' - 6"NEW,SUMMER SPRITE LITTLE LEAF LINDENPROPOSEDPRVWM5' MIN.PROPOSEDLANDSCAPINGNEW 8' LANDSCAPING BUFFERNEW 5' SIDEWALKPROPOSED D/W16' - 0"6' - 0"16' - 0"6' - 0"6' - 6"EG 85.39TOC 85.95CW 86.07CW 86.14FL 85.45GRASSEG 84.08FL 84.14TOC 84.64CW 84.766"CW 84.83CW 84.00CW 83.93TOC 83.81FL 83.31EG 83.25AA1.5'ROW DEDICATION1" NEW WATER SERVICE LINE(Tilia cordata)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 OFRENTON904 DEVELOPMENT LLC935 POWELL AVE SW #120, RENTON, WA 98057ROAD / PAVING / DRAINAGE PLAN4/30/2024C0113935 POWELL AVE SW #120RENTON, WA 98057TEL. 714-336-4714EMAIL:glen@avalonproject.usREDYELLOWORANGEBLUEGREENFRONTAGE IMPROVEMENT1 : 401TYP. ROW CROSS SECTION A - ASEWER 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 406.1893' MIN. SAWCUT (FROM FACE OF CURB) & MATCH EXISTING GRADE. PAVEMENT PATCH PER CITY STANDARDS -PER COR STD PLAN 10310CUT & CAP EXISTING 3/4" WATER SERVICE BY CITY FORCES. EXISTING WATER METER TO BE SALVAGED BY CITY -PER DEMO PERMIT REQUIREMENTS -B23006123 AND W2300637311ASPHALT TRANSITION FROM SIDEWALK TO EX. GRADE @ MAX. 8 PERCENTKEY NOTESKEYDESCRIPTIONDETAIL/SHEETNEW AND EXISTING UTILITIES FROM POWER POLE ARE REQUIRED TO BE UNDERGROUNDED TO HOUSE(S) -COORDINATE WITH THE CITY AND UTILITY COMPANIESCEMENT CONCRETE DRIVEWAY ENTRANCE TYPE RIB PER STD PLAN 104.3 -ALIGN WITH PROPOSED BUILDING PERMIT LOCATIONINSTALL NEW STREET TREE(S) PER RMC 4-4-070, REFER TO BUILDING SITE PLAN FOR SPECIESNEW LANDSCAPE BUFFER W/ AMMENDED SOIL -PER COR STANDARDS PLAN 264.0ONEW 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 1011234567SHEET INDEXC01 -FRONTAGE IMPROVEMENT -ROAD / PAVING / DRAINAGE PLAN / TESCC02 -TYPICAL STANDARD DETAILSC03 -TYPICAL STANDARD DETAILSFINAL TRENCH RESTORATION FOR ALL WATER SERVICE LINES TO BE PERFORMED BY DEVELOPER'S CONTRACTOR12345678911109B24002743V3INSTALL DCVA FOR REQUIRED RESIDENTIAL FIRE SPRINKLER SYSTEM DOWNSTREAM OF PRV AND ON-SITE PER COR STD PLAN 340.8 -SEE SHT C03