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Home My WebLink AboutP_SitePlan_ModificationRequest_Voyager31st_230710_V110501020SCALE IN FEET112.7115.4119.7115.7118.5120.7118.7112.7113.7113.7114.4114.4114.7116.0114.5114.9115.2115.0115.6115.8115.7115.7116.2115.8116.0115.4115.0115.4116.0115.4116.2116.2116.1116.3116.4116.3116.2116.9117.8117.3117.6116.7116.4116.4116.2115.9116.3116.3116.3115.4115.6115.1115.5114.9114.3114.1114.2114.1115.5115.6116.3116.7116.7117.8118.7118.5119.8118.9119.0117.9119.0119.0117.7119.0118.4119.3118.3118.8118.9118.7119.5119.6119.3119.7119.7119.7119.1119.6119.7120.2119.8119.9122.4120.6121.0122.7121.1121.1120.7120.1120.3120.5120.5120.4120.0119.4118.7119.1117.4117.6118.1118.3118.3118.3118.2118.2118.1118.1118.2118.4118.5118.6119.0119.2119.0119.0118.8118.9119.0119.40.3'1.1'2.4'1.8'1.0'0.8'0.5'1.9'1.0'1.5'2.4'4.8'3.8'DS20DS12PI22PI12*PI14CE26CE10CE16DS16*DS8*CE16DF14*CE12CE26CE10CE14118116116114120S89°04'35"E50.00'50.00'50.00'50.00'100.00'50.00'50.00'N89°04'35"WS1°49'19"W101.98'PARCEL NO.334210-1745Lot 48PARCEL NO.334210-1735Lot 47PARCEL NO.334210-1736Lot 46PARCEL NO.334210-1730Lot 45PARCEL NO.334210-1725Lot 44PARCEL NO.334210-1540Lots 7 & 8PARCEL NO.334210-1530Lots 5 & 6PARCEL NO.334210-1525Lot 4PARCEL NO.334210-1520Lot 3SHEDGARAGEGARAGEGARAGEPLANTERPLANTERFOUND REBAR &CAP (SITE SURVEY)FOUNDREBAR & CAP(TERRANE)0.5' WFOUNDREBAR & CAP(TYEE)2.1' NFOUNDREBAR & CAPROOFOVERHANG(TYP.)MATCHLINEPLAYHOUSEAPPROX. DRIP LINE(TYP.)12.00' ALLEYS89°04'35"E50.00'S89°04'49"E49.99'S1°50'12"W101.97'N1°50'02"E101.97'N 31ST STREET 98056(E) 6" CLEANOUTSTA 31+25.1SURF. ELEV. 112.67'IE. 108.62' 12" PVC (W)PROPOSED HOUSE FOOTPRINT 2850 SF.FF. ELEV. 122.0'NEW TYPE 1 CB -PER COR STD PLAN 200 W/ VANED GRATE RIM 120.6'STA 33+70.5IE. 116.10' 12" PVC WBEGIN NEW AC PAVEMENT END NEW AC PAVEMENT PIPE MATERIALS SHALL BE VERIFIED AND MEET THE MINIMUM COVER REQUIREMENTS FOUND IN TABLE 4.2.1.A2 OF THE RSDWM.STD. PLAN 220.00NEW 249.5 LF 12" DI @ 3.0%NEW TYPE 1 CB -PER COR STD PLAN 200 W/ VANED GRATE RIM 112.82'IE. 108.62' 12" PVC WIE. 109.62' 12" PVC E(N) TYPE 1 CB -PER COR STD PLAN 200 W/ VANED GRATE RIM 119.96'(E) IE. 118.34' 12" CP (W)(N) IE. 118.34' 12" DI (E)5' - 0"8' - 0"6"13' - 0"NEW 8' LANDSCAPING BUFFERNEW 5' SIDEWALKROW DEDICATION1' - 6" REQUIREDWM78C.O.PER COR 406.1RIM = 119.5'IE = 113.5'ABANDON EX. SIDE SEWER STUB, STUB SHALL BE CUT AND CAPPED AT THE MAINPRV15 LF 6" DIFOOTING DRAIN STUBw/ CLEANOUT RIM. 121.55'IE. 120.25'MIN.5' - 0"6" CURB & GUTTERSTART ALLEY FRONTAGE IMPROVEMENTEND ALLEY FRONTAGE IMPROVEMENTAABBNOTE:THE CITY WILL NOTIFY ADJACENT PROPERTY OWNERS VIA MAIL OF THE CIVIL CONSTRUCTION PERMIT APPROVAL.CONTRACTOR SHALL REMOVE AND RE-INSTALL FENCE ADJACENT OF THE ALLEY.CONTRACTOR SHALL COORDINATE CONSTRUCTION SEQUENCE OF ALLEY IMPROVEMENTS, INCLUDING MAINTAININGSECURITY OF NEIGHBORING PROPERTIES, DIRECTLY WITH PROPERTY OWNERS. PROPOSEDDRIVEWAY EG 120.57FL 120.13 (E)MATCHTOC 120.63CW 120.25CW 120.32EG 122.75FL 122.61 (E)MATCHTOC 123.11CW 122.43CW 122.50THE DEVELOPER SHALL IDENTIFY SPECIFIC FENCES AND INDENTIFY TO THE COR TO BE REMOVED ALONG WITH WHERE THEY ARE BEING RELOCATED AND CONSTRUCTED (BY DEVELOPER). THERE ARE EXISTING FENCES IN THE MIDDLE OF THE ALLEY WHICH ACT AS A BARRIER BETWEEN ADJACENT PROPERTIES TO THE NORTH AND SOUTH. (REMOVE)(REMOVE)(REMOVE)(REMOVE)(REMOVE)(REMOVE)(REMOVE)TREE 'DS20' WITHIN ALLEY, AND WILL BE REMOVED DURING CONSTRUCTION(E) CPTO BE REMOVEDFROM CB TO CBFL 120.78FL 121.04TAPER PAVEMENT EDGETAPER PAVEMENT EDGE31+25.131+3031+4031+5031+6031+7031+8031+9032+0032+1032+2032+3032+4032+5032+6032+7032+8032+9033+0033+1033+2033+3033+4033+5033+6033+70112'120'ALLEYHORIZ. SCALE1"=1'-0"VERT. SCALE1"= 5'-0"(N) TYPE 1 CB -PER COR STD PLAN 200 W/ VANED GRATE RIM 122.57'(N) IE. 120.40' 12" DI (W)(E) IE. 121.50' 12" CP (E)4'4'NEW 48.5 LF 12" DI @ 4.25%ALL FENCES ARE TO BE REMOVED WHERE THEY EXIST IN THE MIDDLE OF THE ALLEY AND THE DEVELOPER SHALL COORDINATE WITH THE IMPACTED PROPERTY OWNERS ALONG THE NORTH AND SOUTH ALLEY SIDE WITH WHERE REPLACEMENT FENCES SHALL BEING RELOCATED AND TYPE OF CONSTRUCTED MATERIAL. 5' - 0"NOTE:REMOVE EXISTING CLEANOUT AND REMOVE EXISTING TYPE III BARACADE5' - 4 1/2"24' - 9"20' - 7"15' - 11"18' - 0"49' - 6"45' - 0"TC 123.09BC 122.59TC 120.48BC 119.98119'118'117'116'115'114'113'111'110'109'108'107'106'5.87 %1.54 %4.29 %1.33 %1.76 %4.23 %4.52 %1.56 %3.75 %(E) C/L GRADE(E) C/L GRADE(E) C/L GRADE(E) C/L GRADE31+25EX. 6" C.O.(REMOVE)NEW CB#1 - TYPE 1RIM 112.82IE 12" (W) 108.62IE 12" (E) 108.6231+20 C/L112.6031+40 C/L113.70 31+66 C/L114.1031+87 C/L115.032+02 C/L115.2032+19 C/L115.5032+76 C/L118.0033+19 C/L118.6733+8032+45NEW CB#2 - TYPE 1RIM 116.60IE 12" (W) 112.10IE 12" (E) 112.1033+70.5NEW CB#3 - TYPE 1RIM 120.60IE 12" (W) 116.10120 LF 12" PVC PIPE @ 2.90 %125 LF 12" PVC PIPE @ 3.19 %TAPER PAVEMENT EDGE1141161 1 8 120114116118120TOW 16.0BOW 14.5TOW 16.0BOW 15.6TOW 16.0BOW 17.5TOW 16.2BOW 17.5TOW 17.5BOW 16.2TOW 17.5BOW 16.4VERTICAL SAWCUT & MATCH EX. GRADE6" TRAFFIC CONCRETE CURB AND GUTTER PER COR STD. PLAN 101 AND 103PROPOSED LANDSCAPE0.5' CURBPROPOSED STREET TREEPROPOSED 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%26' - 6" (1/2 - 53' ROW)10'3'PLANTER8'SIDEWALK5'12' (ALLEY WIDTH) TYP.SEE PLANREDUCED AT (E) GARAGESCURB PER COR STD PLAN 1012 PERCENT (MIN.)SLOPE TO VANE GRATE2 PERCENT (MIN.)SLOPE TO VANE GRATEVANE GRATEEDGE OF PAVEMENTEDGE OF PAVEMENTNOTE:REFER TO PLAN VIEW FOR ALL FL AND TOC ELEVATIONS AT EACH CORNER OF SCUPPER (TYP.)2 PERCENT (MIN.)SLOPE TO VANE GRATE5'-6" MIN.3'-2" MIN.2'-6" MIN.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 OFRENTONTED-40-4245C23000097PR22-0001114PLAN REVIEW 4GM3/21/23CUSTOM 31 St Project1002 N 31ST ST RENTON, WA 98056ROAD / PAVING / DRAINAGE PLAN3/10/2022C0115FRONTAGE IMPROVEMENT1" = 10'-0"1FRONTAGE IMPROVEMENT PLAN1" = 40'-0"2KEYNOTE PLANBURNETT AVEALLEY1 : 403TYPICAL ROW CROSS SECTION A-A1 : 404TYP. ALLEY PAVEMENT DETAILSECTION B-BSHEET INDEXC01 -FRONTAGE IMPROVEMENT -ROAD / PAVING / DRAINAGE PLANC02 -TYPICAL STANDARD DETAILSC03 -TYPICAL STANDARD DETAILSC04 -TYPICAL STANDARD DETAILSC05 -TESC / EROSION CONTROL PLANREDYELLOWORANGEBLUEGREENKEYDESCRIPTIONDETAIL/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 SCUPPER CURB INLET FOR EXISTING CB AND GRATE PER COR STD DETAIL 20012REMOVE EXISTING TIMBER FENCE WALL PRIOR TO ROW CONSTRUCTION -REMOVE AT DEVELOPERS EXPENSE13ASPHALT TRANSITION FROM SIDEWALK TO EX. GRADE @ MAX. 8 PERCENT14REDUCE ALLEY PAVEMENT WIDTH TO 10'-0"AT LOCATION DIRECTLY IN FRONT OF ENCROACHING STRUCTURE (REFER TO PLAN)15KEY 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 SOUTH PROPERTY LINENEW LANDSCAPE BUFFER W/ AMMENDED SOILNEW 5' CEMENT CONCRETE SIDEWALKPER STD PLAN 102CITY 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 1011234567FINAL TRENCH RESTORATION FOR ALL WATER SERVICE LINES TO BE PERFORMED BY DEVELOPER'S CONTRACTOR123345614141011129915151313COORDINATE REMOVAL OF (E) PLANTER WITH PROPERTY OWNERPROJECT SITEN 31ST STREETNOTE: CONNECTION OF ALLEY AND STORM AT THE LOCATION SHOWN IS PREDICATED ON COMPLETION OF C21004930. IF THAT PROJECT FAILS TO BE COMPLETE THEN APPLICANT WILL BE RESPONSIBLE FOR THE COMPLETE BUILD OUT OF ALLEY AND STORM FROM BURNETT AVE N. 16PROVIDE A TYPE 3 BARRICADE AT THE END OF ALLEY. 16INLET SCUPPER AT (E) CATCH BASINS N.T.S12THE CONTRACTOR SHALL SPECIFY THE PROPOSED STREET TREES FROM THE CITY'S APPROVED STREET TREE LIST, AND SHALL BE SELECTED FROM THE MEDIUM SIZED MATURING TREES WHICH SHALL BE SPACED AT 40 FEET ON CENTER. A MINIMUM GROUNDCOVER SHALL BE PLANTED PER RMC 4-4-070L2. GROUNDCOVER SHALL BE A DROUGHT TOLERENT NATIVE SPECIES. THE PROPERTY OWNER SHALL MAINTAIN WITH REGULAR WATERING DURING DRY SEASON TO ENSURE SURVIVAL UNTIL ESTABLISHED.R-424501NO WORK SHALL OCCUR ON ADJACENT PRIVATE PROPERTY WITHOUT A TEMPORARY CONSTRUCTION EASEMENTNOTE:REVIEW AND APPROVAL OF ON-SITE IMPROVEMENTS BY PLANNING IS NOT OCCURING. AN APPROVAL FROM PLANNING OF C23000097 SHOULD NOT BE CONSTRUED AS APPROVAL FOR PROPOSED ON-SITE IMPROVEMENTS ASSOCIATED WITH THE RESIDENCENOTE:PROVIDE A SIGNED AND NOTORIZED AGREEMENT FROM THE PROPERTY OWNERS FOR ALL TREES THAT ARE PROPOSED FOR REMOVAL THAT ARE LOCATED ON AN ABUTTING PROPERTY.A CERTIFIED ARBORIST SHALL BE ONSITE DURING CONSTRUCTION WORK TO ENSURE THAT ALL REASONABLE MEASURE BE TAKEN TO PROTECT EXISTING TREES DURING CONSTRUCTION WORK.NOTE:AS BUILDS WILL REQUIRE STATION AND OFFSET FOR CATCH BASINS. STATION FOR WM, AND STATION FOR STUB, WITHIN THE FRONTAGE.REMOVE ALL (E) FENCES ALONG ENTIRE LENGTH OF ALLEY IMPROVEMENTREPLACE ALL (E) FENCES ALONG ENTIRE LENGTH OF ALLEY IMPROVEMENT WITH 6' HIGH CEDAR PLANKED STAINED FENCING BOTH SIDES OS ALLEY (TYP.)GARAGEas a condition of approval: prior to start of work, the civil construction plan setshall be stamped by a professional engineer licensed inthe state of washington. a copy of the signed set shall beprovided to the development engineering project managerfor review and approval.as a condition of approval: prior to installation of street treeswithin the planting strip, applicantshall provide the developmentengineering project manager arevised plan that specifies theproposed trees for review andapproval.as a condition of approval: prior to removal of any tree on anabutting property, a copy of the signedand notarized agreement shall beprovided to the development engineeringproject manager for review andapproval.pipe material and lengths donot match between plan andprofile view. as a condition of approval: prior to installation ofstorm system within the alley,applicant shall provide arevised construction planshowing, in plan and profileview, consistent conveyancesystem properties for theyalley storm system (pipematerial, length and slope)to the developmentengineering project managerfor review and approval.as a condition of approval: no work shall occur onadjacent private propertyunless a copy of a temporaryconstruction easementrecorded with King County, orother form of property ownerconsent, has been provided tothe development engineeringproject manager.city records show there is anexisting catch basin locatedapproximately here. as a condition of approval: prior to start of right of way workalong N 31st St., applicant shallprovide a revised constructionplan that depicts the existing catchbasin or removal thereof.proposed storm line is in veryclose proximity to the curb. ifit is found duringconstruction that a conflictarises then relocation of thestorm line may be required.DEVELOPMENT ENGINEERINGNJanders 05/04/2023Markup LegendREDRequired RevisionsBLUERecommended RevisionsPURPLEAdvisory OnlyGREENItems to be Deleted