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Home My WebLink AboutExhibit 4 - Site PlanP44.045.353.553.259.357.944.043.844.443.843.844.045.946.746.844.144.044.144.043.743.849.446.752.653.750.648.948.448.448.448.856.856.858.257.455.855.052.353.655.352.455.553.957.151.751.752.152.252.554.855.153.653.253.255.057.053.653.653.757.657.853.853.753.853.753.553.452.454.154.455.854.054.753.453.353.353.359.258.259.958.058.262.061.760.157.556.156.957.154.854.354.554.357.051.751.651.651.150.951.452.249.950.049.650.049.950.050.053.749.949.649.349.249.147.646.846.947.745.845.546.245.444.944.321.0'18.6'11.8'15.9'6.2'5.4' 5.4'12.5'12.4'23.2'28.7'6.1' 5.2' 4.9' 4.8'0.3'0.5'0.2' 17.9'PI105456585 2 444 4 54 52 525456605012.00'S27°39'58"W30'DECKDECKBUILDINGOVERHANGBUILDINGOVERHANGDECKAPPROX.DRIP LINE(TYP.)FOUNDREBAR & CAP(42608)SET SPIKEON FENCEFOUNDREBAR & CAP(34146)SET REBAR &CAP (38964)SET REBAR &CAP (38964)SSMHRIM = 43.97'SDMHRIM = 44.63'CBRIM = 43.80'12" RCPIE = 42.89PARCEL NO.334210-0036PARCEL NO.334210-0055PARCEL NO.334210-0032PARCEL NO.334210-0060LAKE WASHINGTON BOULEVARD NN89°07'00"E119.34'S0°00'10"W75.00'N89°07'00"E79.70'4' - 6"20' - 0"8' - 0"8' - 0"0' - 6"18' - 0"4' - 6"25' BSBL5' BSBL 5' BSBL 20' BSBL4' - 6"4' - 0"21' - 0"13' - 1 1/2"7' - 5 1/2"5' - 0"20' - 6 1/2"9' - 6"6' - 7"25' - 6 1/2"46.0'46.0'46.0'50.0'46.0'49.0'53.0'53.0'54.0'54.0'54.0'52.0'49.0'49.0'49.0'49.0'GARAGE FF. 45.0'BASEMENT FF. 45.5'CONCRETE DRIVEWAYTYPE I(EX.) HARDSCAPE TO BE REPLACED WITH SODPATIO(EX.) HARDSCAPE TO BE REPLACED WITH SODMAX. WIDTH16' - 0"SSSSWWW(NEW) LARGE LEAF MAPLEPROPOSED(NEW) MEDIUM LEAF MAPLEPROPOSED(NEW) LARGE LEAF MAPLEPROPOSEDNOTE:SPOT ELEVATIONS AT BUILDING REPRESENTS ELEVATIONS AT 6' BEYOND WEST ELEVATION SIDE ONLY, ALL OTHER ELEVATIONS ARE TAKEN AT BUILDING CORNERSPROPOSED GRASSREFER TO FRONTAGE IMPROVEMENT PLAN FOR SPECIFIC DETAILS1' - 6"6' - 4"1' - 6"PROJECTION INTO SETBACKPROJECTION INTO SETBACK11' - 0"MAIN ENTRYCOVEREDPORCHPROJECTIONBEYOND FOOTPRINT2' - 0"LINE OF OVERHANGOVER GARAGERAILING SHALL NOT PROJECT INTO FRONT OR SIDE SETBACKRAILING SHALL NOT PROJECT INTO FRONT OR SIDE SETBACKG. MerkelAPRIL 8 - 2023Sheet Date:Drawn By:Scale:Client:1" = 10'-0"SP13312 LAKE WASHINGTON BLVD RENTON WA 98056VOYAGER DEVELOPMENTSVOYAGERSIMPLE SITE PLAN1" = 10'-0"1SITE PLANVICINITY PLAN N.T.S.PROJECT INFORMATION:ZONING DISTRICT:R-8PROPERTY OWNER:VOYAGER DEVELOPMENTS LLCPARCEL NUMBER:3342100050LOT AREA:7,078 S.F. (NET AFTER 4.5' DEDICATION)MAXIMUM STRUCTURE HEIGHT: 24 FTACTUAL (PLATE): IMPERVIOUS SURFACE COVERAGE:MAX BUILDING BUILDING COVERAGE: 50 PERCENT = 3731.5 SQ. FT. (ACTUAL = 2465 / 7078 = 3483CONCRETE WALKWAY/PATIOS:620 S.F.IMPERVIOUSCONCRETE DRIVEWAY:1050 S.F.TOTAL AREA:4,135 S.F. / 7,078 SF. (NET) = 58.42 PERCENT (65% ALLOWED)LANDSCAPING (RMC 4-4-070)REQUIRED TREES (CREDITS): = 7078 SF /43560 x 30 = 4.87 (5) MIN. TREE CREDITS REQ'D = (2) LARGE SPECIES = 4 CREDITS (1) MEDIUM SPECIES = 1 CREDIT TOTAL (5) CREDITS PROPOSEDLEGAL DESCRIPTION:HILLMANS LK WN GARDEN OF EDEN #1 LOT 5 RENTON BLA #LUA-00-120-LLA REC #20001101900003 SD BLA DAF -SD LOTS 5-6SITELOCATION(REFER TO CIVIL CALCULATIONS -STORM DRAINAGE TARGETED)Revision ScheduleRevisionNumberRevision Description RevisionDate1 Revision 1 Date 1Site plan was submitted 2/22 and depicts an early rendition of the site which was updated andapproved on 4/4. C P 20' - 0 " 8' - 0 " 25' BSBL5' BSBL5' BSBL20' B S B L 4' - 6 " 46.0' 46.0' 46.0' 50.0' 46.0' 49.0' 53.0' 53.0' 54.0' 54.0' 54.0'52.0' 49.0' 49.0' 49.0' 49.0' GARAGE FF. 45.0' BASEMENT FF. 45.5' CONCRETE DRIVEWAY TYPE I (EX.) HARDSCAP E TO BE REPLACED WITH SOD PATIO (EX.) HARDSCAPE TO BE REPLACED WITH SOD 16' - 0"SS SSWWW 23' - 0"CTTCLFTT44.045.349.253.545.453.259.357.953.344.444.543.843.845.744.044.445.345.545.946.747.746.844.944.044.144.043.743.143.844.144.244.244.344.244.246.047.147.544.045.345.348.049.446.746.648.049.649.552.653.750.650.448.948.448.448.448.348.856.856.857.455.855.052.353.655.354.453.850.752.455.553.957.151.751.752.152.252.554.855.153.653.253.255.057.053.653.653.757.657.853.853.753.853.753.553.452.454.154.455.854.054.753.453.353.353.359.258.259.958.058.262.061.760.157.556.156.957.154.854.354.554.357.051.452.249.950.049.649.950.050.054.153.749.949.649.349.249.147.646.845.846.246.947.745.845.546.245.444.921.0' 6.2'11.8'15.9'5.4'5.4'12.5'28.7 '6.1'5.2'4.9'0.3'0.5'0.2'SP14PI10545658524846444454524846 52 54 56605050 12.00'S27°39'58"W30' DECK FOUND REBAR & CAP (42608)SET SPIKE ON FENCE FOUND REBAR & CAP (34146) SET REBAR & CAP (38964) SET REBAR & CAP (38964) SSMH RIM = 43.97' SDMH RIM = 44.63' CB RIM = 43.80' 12" RCP IE = 42.89 PARC EL NO.334210-0050PARC EL NO.334210-0036PARC EL NO.334210-0055PARC EL NO.334210-0032PARC EL NO.334210-0060LAKE WASHINGTON BOULEVARD NN27°39'58"E85.37'N89°07'00"E 119.34'S0°00'10"W75.00'N89°07'00"E 79.70'SS SS WW W W W W W W W TOC 44.50 BOC 44.00 44.6044.704544.7044.704536' - 0 " 18' - 0 " STR E E T W I D T H CEN T E R L I N E TOC 44.50 BOC 44.00 TOC 44.50 BOC 44.0044.6044.70 4' - 0 " 21' - 0 " 13' - 1 1 / 2 "7' - 5 1/2"5' - 0"20' - 6 1/2"9' - 6 " 6' - 7 " 25' - 6 1 / 2 "5252525252.00 52.00 3' - 0 1 / 4 "46474846.5 46 47.5 45 45 45 535455535445Sheet Date: Drawn By: Scale: Client: 1302 N 30TH ST RENTON WA 98056 1" = 10'-0" SP13312 LAKE WASHINGTON BLVD RENTON WA 98056VOYAGER DEVELOPMENTSVOYAGER SIMPLE SITE PLANVICINITY PLAN N.T.S. PROJECT INFORMATION: ZONING DISTRICT:R-8 PROPERTY OWNER:VOYAGER DEVELOPMENTS LLC PARCEL NUMBER:3342100050 LOT AREA:7,078 S.F. (AFTER ROW DEDICATION) MAXIMUM STRUCTURE HEIGHT: 24 FTACTUAL (PLATE): LEGAL DESCRIPTION: HILLMANS LK WN GARDEN OF EDEN #1 LOT 5 RENTON BLA #LUA-00-120- LLA REC #20001101900003 SD BLA DAF - SD LOTS 5-6 PLAT BLOCK: 3 PLAT LOT: 5-6 1" = 10'-0"1SITE PLAN Copy 1 SITE LOCATION ALL TRENCH RESTORATION AND STREET OVERLAY TO FOLLOW THE CITY OF RENTON "TRENCH RESTORATION AND STREET OVERLAY REQUIREMENTS" GUIDELINES. CONTRACTOR SHALL INSTALL CONDUIT FOR UNDERGROUND OF EXISTING OVERHEAD POWER/TELECOM AND OTHER UTILITIES TO THE PROPERTY. TREE SPECIES AMERICAN LINDEN (TILIA AMERICANA) - FROM PAGE 16 OF 16 OF THE CITY OF RENTON APPROVED STREET TREE LIST. 1 234 56 7 9 10 11 8 CONSTRUCTION NOTES TypeMarkKeynote 1NEW AND EXISTING UTILITIES FROM POWER POLE ARE REQUIRED TO BE UNDERGROUND TOHOUSE - COORDINATE WITH THE CITY AND UTILITY COMPANIES. 2EXISTING SEWER STUB TO BE USED. EXISTING SEWER STUB TO BE CCTV'D BY APPLICANT AND PROVIDED TO THE CITY FOR REVIEW. IF EXISTING STUB IS NOTPROPOSED FOR RE USE OR IF CCTV VIDEO FINDS IT IS NOT RE-USABLE, THEN THE EXISTING STUB SHALL BE REMOVED AND CAPPED AT THE MAIN. SEWER LINE IN THEPRIVATE PROPERTY SHALL HAVE A SURFACE CLEANOUT WITH A CAST IRON RING ANDCOVER. CLEANOUT TO BE CENTERED IN A 2' X 2' CONCRETE PAD. CONCRETE PAD TO BE 8" IN DEPTH. REER TO COR STD. PLAN 406.1. 3EXISTING WATER LINE HAS BEEN CUT AND CAPPED AT THE MAIN UNDER PERMIT W23004494 4ASPHALT TRANSITION FROM SIDEWALK TO EX. GRADE @ MAX 8 PERCENT - PROVIDE TEMPORAR HMA RAMP FOR ACCESS. 5NEW 8' CEMENT CONCRETE SIDEWALK PER SD. PLAN 102. 6NEW CEMENT CONCRETE CURB AND GUTTER PER STD PLAN 101 73' MIN. SAWCUT (FROM FACE OF CURB) & MATCH EXISTING GRADE. PAVEMENT PATCHPER CITY STANDARDS - PER COR STD. PLAN 103. 8CEMENT CONCRETE DRIVEWAY ENTRANCE - TYPE R1B SEE DETAIL - STANDARD PLAN 104.3. 9INSTALL NEW STREET TREES PER RMC 4-4-070 REFER TO BUILDING SITE PLAN FOR SPECIES. 10ROW DEDICATION - 4.5' 11ONLY ONE EXISTING CURB CUT TO REMAIN. NORTH CURB CUT TO BE REMOVED. SOUTHCURB CUT TO REMAIN (SOUTH CURB CUT IS LABELED). 12INSTALL NEW STREET SHRUBERY PER RMC. 13LOCATION OF WATER METER TO BE SAME AS EXISTING LOCATION. NO PROPOSEDRELOCATION. 14LOCATION OF PRESSURE REDUCING VALVE (PRV)TO BE INSTALLED IN A WATER METER BOX ON PRIVATE PROPERTY Revision Schedule Revision Number Revision Description Revision Date 1 Revision 1 Date 1 A NEW 1" WATER SERVICE SHALL BE INSTALLED FROM EXISTING WATER MAIN IN BURNETT AVE N. THE SERVICE WILL RUN TO A NEW 1" WATER METER LOCATED IN APPROXIMATELY THE SAME LOCATION AS THE PREVIOUS 3/4" METER THAT SERVED THE PARCEL. THE NEW 1" WATER SERVICE WILL CONTINUE BEHIND THE NEW 1" METER THROUGH THE ALLEY AND ONTO TH EPROJECT SITE. A SEPARATE PERMIT WILL BE REQUIRED FOR THIS SCOPE OF WORK. IT WILL BE PREPARED BY CITY STAFF UPON BUILDING PERMIT APPROVAL. A PRESSURE REDUCING VALVE (PRV) IS REQUIRED DOWNSTREAM OF THE WATER METER DUE TO WATER PRESSURE EXCEEDING 80 PSI. THE PRV WILL BE INSTALLED INSIDE THE GARAGE OF THE NEW HOUSE. ALL TRENCHING AND PAVEMENT CUTS TO BE ABLE TO RUN THIS WATER LINE WILL BE COMPLIANT WITH THE CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY REQUIREMENTS. 12 14 APPROXIMATE WIDTH OF TRENCH IS 4'(FT). APPROXIMATE DEPTH IS 24" TO 30" NOTE: ALL TRENCH RESTORATION INVOLVING CONCRETE PADS LOCATED IN THE ALLEY WILL REQIURE COMPLETE REPLACEMENT OF THE CONCRETE PAD. FOR WATER MAIN TIE IN PLEASE REF. SP4 EXISTING RETAINING WALL TO BE TERMINATED AT HOUSE AND THE WALL IS TO CONTINUE FROM EAST WALL TOW:44.5 BOW:47.5TOW:44.5 BOW:47.5 THIS PORTION OF THE RETAINING WALL TO REMAIN DUE TO THE ELEVATION CHANGE, A RETAINING WALL WILL BE CONSTRUCTED TO FACILITATE THE ELEVATION CHANGE. NOTE: ALL GRADING WORK WILL BE DONE ON SITE. B23005716_V4RECEIVED 03/05/2024 striplett BUILDING DIVISION Spot elevation and contour do not match one another, Sidewalk shall be ADA compliant. This is the approved frontage plan for the building permit.