HomeMy WebLinkAboutR23001974_APPROVED ROWP
PDS14DF30DF28PM10 1441461481461441481521541 52 148146150150150N89°04'00"W (BASIS OF BEARINGS)1298.80'25.00'474.57'ALLEY 12.00' (NOT OPEN)N 28TH PLACES89°04'12"E49.96'N1°49'11"E102.19'S89°04'00"E49.95'S1°49'00"W102.19'10'3'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 PAVEMENT WIDTH @ N 28TH PL2' - 0"13' - 0"6"8' - 0"5' - 0"3' - 0"DEDICATION1' - 6" ROWPROPOSED HOUSE FOOTPRINTNEW 8' LANDSCAPING BUFFERNEW 5' SIDEWALK16' - 0"MAX. DRIVEWAY WIDTHIN ROWFINAL TRENCH RESTORATION FOR ALL WATER SERVICE LINES TO BE PERFORMED BY DEVELOPER'S CONTRACTORCONTRACTOR SHALL INSTALL CONDUIT FOR FUTURE UNDERGROUND OF EXISTING OVERHEAD POWER/TELECOM ALONG THE PROPERTY FRONTAGE. CONTRACTOR SHALL MODIFY ALL GRADING INCL. REMOVE EXISTING RETAINING WALLS TO PROVIDE PEDESTRIAN PASSAGE AT TRANSITION PADS AND AT NEW DRIVEWAYCONTRACTOR SHALL MODIFY ALL GRADING INCL. RETAINING WALLS TO PROVIDE PEDESTRIAN PASSAGE AT TRANSITION PADSENTIRE LOT IS STRAW COVEREDDURING CONSTRUCTION ACTIVITIESPRV711345126991012C.O.PER COR 406.1RIM = 147.15'IE = 127.4'8MIN.5' - 0"EG 143.2FL 143.25TOC 143.75CW 143.94CW 143.87NO STORM CONNECTION PROPOSED - ALL INFILTRATES ON SITEEG 144.8FL 144.85TOC 145.35CW 145.54CW 145.47FL 144.25CW 144.94CW 144.87FL 144.75CW 145.44CW 145.37AA1) The applicant shall submit a revocable ROW permit for use of half of the alley.2) The applicant submit a modification for review and decision by the Current Planning Project Manager forRMC 4-4-080.F.7 to allow access from N 28th Place.THE ABOVE STATED PERMITS MUST BE ISSUED AND/OR APPROVED PRIOR TO BUILDING PERMIT APPROVALSLOPEDRIVEWAYTOP OF (N) RETAININGWALLCW 148.00TOP OF (N) RETAININGWALLCW 147.003' - 0"BOW 143.00BOW 143.00NOTE:NO WORK IS PROPOSED OUTSIDE SUBJECT PROPERTY.IF ANY WORK IS OUTSIDE AND/OR INSIDE ANY ADJACENT PROPERTY, A TEMPORARY CONSTRUCTION EASEMENT SHALL BE GRANTED FROM THE ADJACENT PRIVATE PROPERTY OWNER WITH RECORDED DOCUMENT PROVIDED AS PROOF TO THE CITY FOR VERIFICATIONDATUMIN 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 : 402TYP. ROW CROSS SECTION A - AJUNG RESIDENCE1008 N 28TH PLRENTON, WA 98056ROAD / PAVING / DRAINAGE PLAN6/1/2022C113REDYELLOWORANGEBLUEGREENFINAL TRENCH RESTORATION FOR ALL WATER SERVICE LINES TO BE PERFORMED BY DEVELOPER'S CONTRACTORONE INCH AT FULLSCALE IF NOT ONE INCH SCALE ACCORDINGLYSHEET INDEXC1 -FRONTAGE IMPROVEMENT -ROAD / PAVING / DRAINAGE PLANFRONTAGE IMPROVEMENTC2 -TYPICAL STANDARD DETAILSGPM3/9/21SEWER 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 406.1SIDE SEWER UNDER A RETAINING WALL REQUIRES A CASING PIPE PER COR STD. PLAN 412REFER TO SHEET C3893' 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. PERMIT W21005495 HAS ALREADY BEEN ISSUED FOR CUT AND CAP. 1112ASPHALT TRANSITION FROM SIDEWALK TO EX. GRADE @ MAX. 8 PERCENT -PROVIDE TEMPORARY HMA RAMP FOR ACCESS.CEMENT CONCRETE DRIVEWAY ENTRANCE -TYPE R1BSEE DETAIL -STANDARD PLAN 104.3KEY NOTESKEYDESCRIPTIONDETAIL/SHEETNEW AND EXISTING UTILITIES FROM POWER POLE ARE REQUIRED TO BE UNDERGROUNDED TO HOUSE(S) -COORDINATE WITH THE CITY AND UTILITY COMPANIESEXISTING CONCRETE TO BE REMOVED PRIOR TO CONSTRUCTION ALONG SOUTH PROPERTY LINEINSTALL NEW STREET TREES PER RMC 4-4-070, REFER TO BUILDING SITE PLAN LANDSCAPING FOR SPECIESNEW LANDSCAPE BUFFER W/ AMMENDED SOILNEW 5' CEMENT CONCRETE SIDEWALKPER STD PLAN 102 CITY OF RENTON UTILITY DEPARTMENT TO INSTALL NEW 1" WATER SERVICE AND METER. INDIVIDUAL PRESSURE REDUCING VALVE DOWNSTREAM (TO BE INSTALLED BY DEVELOPER). WATER METERS TO BE INSTALLED IN THE PLANTER STRIP. SEPERATE WATER SERVICE PERMIT AND DROP IN WATER METER PERMIT ARE REQUIRED- SEE COR STD PLAN 320.1 AND 340.5NEW WATER METER LOCATION SHALL BE PLACED WITHIN THE LANDSCAPE BUFFER AREANEW CEMENT CONCRETE CURB AND GUTTER PER STD PLAN 101123456711EXISTING SEWER STUB IS NOT BEING PROPOSED FOR RE-USE. THE EXISTING STUB SHALL BE REMOVED AND CAPPED AT THE MAIN.SIDE SEWER SHALL BE INSTALLED FROM STUB TO THE HOUSE PER COR STD. PLAN 406.2NOTE: SEPARATE FRANCHISE PERMITS ARE REQUIRED FROM FRANCHISES. PERMITS ARE NOT REQUIRED TO BE OBTAINED PRIOR TO BUILDING PERMIT ISSUANCE.
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 DETAILS6/1/2022C223REDYELLOWORANGEBLUEGREENJUNG RESIDENCE1008 N 28TH PLRENTON, WA 98056
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 OFRENTON6/1/2022C333TYPICAL STANDARD DETAILSD:\Avalon Project\AVALON PASSPORT 2019\3302 BURNETT -FRONTAGE IMPROVEMENTREDYELLOWORANGEBLUEGREENR-413002W-413004JUNG RESIDENCE1008 N 28TH PLRENTON, WA 98056