The URL can be used to link to this page

Home My WebLink AboutR-396201N PROJECT INFORMATION SITE ADDRESS: 17033 108TH AVE SE, RENTON, WA 98055 � TAX PARCELS: 0087000285, 0087000293 O GROSS SITE AREA: 65,715 SF (1.51 AC) ,,:I- ROW DEDICATION AREA: 4,565 SF (0.10 AC) 0 NET SITE AREA 61,150 SF (1.40 AC) w EXISTING USE: SINGLE-FAMILY RESIDENTIAL PROPOSED USE: CONVALESCENT CENTER - CONDITIONAL USE Uj CURRENT ZONING: R-14 CURRENT COMP PLAN: R-14 WATER: SOOS CREEK WATER & SEWER DISTRICT SEWER: SOOS CREEK WATER & SEWER DISTRICT POWER: PSE GAS: PSE TELEPHONE: CENTURYLINK CABLE: COMCAST SCHOOL DISTRICT: RENTON #403 w FIRE DISTRICT: RENTON RFA Ir SEISMIC DESIGN CATEGORY: D IBC DESIGNATION OF OCCUPANCY: 4-1 U STRUCTURAL DESIGN CRITERIA: LOAD OF 30 TON VEHICLE, 75 PSI, AND J 26%26" OUTRIGGER PER RENTON RFA Q MAXIMUM BUILDING HEIGHT: 35' SETBACKS: FRONT: 15, 0 REAR: 10, L1J SIDE: 4' SIDE (ALONG STREET): 15, U) OPEN SPACE REQUIREMENTS z MINIMUM OPEN SPACE REQUIRED: 0 SF IF THREE OR FEWER DWELLING UNITS 350 SF PER UNIT IF 4 OR MORE DWELLING UNITS 0 IMPERVIOUS REQUIREMENTS 1_ MAXIMUM IMPERVIOUS: 80% z MAXIMUM LOT COVERAGE: 65% �J,J NEW IMPERVIOUS: 43,072 SF (70.40%) � NEW PERVIOUS: 18,078 SF LOT COVERAGE: 17,306 SF (28.30%) r REFUSE AND RECYCLING AREA REQUIRED RECYCLE: 51 SF REQUIRED GARBAGE: 102 SF PROVIDED: 180 SF PARKING REQUIRED: REQUIRED= 34 STALLS 25% REDUCTION= 26 STALLS COMPACT STALLS ALLOWABLE: 8 STALLS ADA STALLS REQUIRED: 2 STALLS PARKING PROVIDED: 26 STALLS COMPACT STALLS PROVIDED: 7 STALLS ADA STALLS PROVIDED: 2 STALLS 3 _J n I Cn I Q ro m I Q c 0 0 T 'E E E 0 0 0 U Q 0 o, co i m 0 N i C .3 0 0 EXISTING SYMBOLS ABBREVIATIONS SYMBOL DESCRIPTION CB CATCH BASIN O FOUND CASED MONUMENT, AS NOTED CENTERLINE FOUND REBAR &CAP, AS NOTED CMP CORRUGATED METAL PIPE o SET REBAR AND CAP CID CONCRETE PIPE STORM DRAIN MANHOLE EL ELEVATION ❑ STORM DRAIN CATCH BASIN O SANITARY SEWER MANHOLE EXIST. EXISTING NATURAL GAS VALVE It FLOWLINE FIRE HYDRANT IE INVERT ELEVATION WATER VALVE LCPE LINED CORRUGATED POLYETHYLENE PIPE ® WATER METER It PROPERTY LINE 0 BOLLARD PP POWER POLE POWER POLE W/LIGHT PVC POLYVINYL CHLORIDE PIPE -0- POWER POLE R/W RIGHT-OF-WAY O TELEPHONE MANHOLE STA STATION MAPLE TREE SD STORM DRAIN CEDAR TREE SS SANITARY SEWER PROPOSED STORM SYMBOLS SSMH SANITARY SEWER MANHOLE SYMBOL DESCRIPTION SWPE SOLID WALL POLYETHYLENE PIPE C SD CAP TYP TYPICAL El TYPE 1 CATCH BASIN, GRATED LID TBR TO BE REMOVED ❑� TYPE 1 CATCH BASIN, SOLID LID PROPOSED WATER SYMBOLS 0 TYPE 2 CATCH BASIN, GRATED LID SYMBOL DESCRIPTION ® TYPE 2 CATCH BASIN, SOLID LID ��DCONCRETE BLOCKING ❑ SQUARE YARD DRAIN 17 11' BEND 0 ROUND YARD DRAIN 45' BEND O STORM CLEAN OUT 90' BEND STORM PIPE 22' BEND PROPOSED SEWER SYMBOLS " VALVE SYMBOL DESCRIPTION HYDRANT ASSEMBLY C SEWER CAP ~ BLOW -OFF VALVE O SEWER CLEANOUT REDUCER SEWER MANHOLE AIR -VAC ASSEMBLY SEWER PIPE WATER METER WATER PIPE Call 2 Business Days Before You Dig 811 or 1-800-424-5555 Utilities Underground Location Center NE 1/4 OF THE SW 1/4 AND SE 1/4 OF THE NW 1/4, SEC 29, TWN 23, RGE 5 E, KING COUNTY, WASHING TON HEARING EXAMINER'S REQUIREMENTS 1. A LOT COMBINATION SHALL BE RECORDED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT, COMBINING THE TWO PARCELS INTO ONE. RENTON SPECIAL 2. A DETAILED LANDSCAPE PLAN MEETING THE REQUIREMENTS OF RMC 4-8-120D.12 SHALL BE SUBMITTED AT THE TIME OF BUILDING PERMIT REVIEW. THE DETAILED LANDSCAPE PLAN SHALL INCLUDE BUT IS NOT LIMITED TO THE FOLLOWING: A. A MIX OF TREES, SHRUBS, AND GROUND COVER CARE COMMUNITY WITHIN THE 10-FOOT LANDSCAPE STRIP ABUTTING SCALE: 1" = 40' THE SE 172ND STREET AND 108TH AVENUE SE STREET FRONTAGES; /� D� �/� 40' 0 40' 80' B. THE PROPOSED 10-FOOT FULL SIGHT -OBSCURING LANDSCAPE VISUAL BARRIER ALONG THE WEST GS PROPERTY LINE SHALL BE REQUIRED TO EXTEND ALONG THE NORTH PROPERTY LINE; AND RECORD DRAWINGS SHALL BE PREPARED, STAMPED, AND SIGNED BY A PROFESSIONAL ENGINEER OR IN THE STATE C. VERIFICATION THAT THE INTERIOR PARKING LOT OF WASHINGTON. ALL PLANS SHOWING AS -BUILT INFORMATION IN THE RECORD DRAWINGS AND THE COVEgsWtt%-5r",$MiYR6M�00ocumAWIN59 SHALL INCLI LANDSCAPED AREAS INCLUDE 1 SHRUB PER 20 A STAMP THAT INDICATES THAT THE PLAN SHEET CONTAINS AS -BUILT INFORMATION. THE STAMP SHALL BE M �yI�E�V T�UCTI& RECORD DRAWING". THE SQUARE FEET OF PROVIDED INTERIOR PARKING LOT �81.'ISFIE 'C STAMP SHALL INDICATE HOW THE AS -BUILT INFORMATION WAS OBTAINED AND THAT THE PROFESSIONAL ST*Mi'g'§8IE PLAN SHEET TAKES OWNERSHIP FOR THE LANDSCAPING, OF WHICH 50 PERCENT OF THE CONTENTS OF THE PLAN SHEET. SOMETHING LIKE THE FOLLOWING: E=1JO5835.75 SHRUBS MAY BE DECIDUOUS. - THE DETAILED LANDSCAPE PLAN SHALL BE SUBMITTED TO THE FOUND CO-00RDS• CURRENT PLANNING PROJECT MANAGER FOR REVIEW AND �i APPROVAL. THE LANDSCAPING SHALL BE INSTALLED PRIOR TOCONSTRUCTIONDRAWING THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 3. THE APPLICANT SHALL EITHER REDUCE THE HEIGHT OF THE This c€ nstniction re -cord ch-a i k a c� ref a card file pre i b FOUND CASED FENCE TO COMPLY WITH THE 72-INCH HEIGHT REQUIREMENT P MONUMENT OR SUBMIT AN APPLICATION FOR, AND RECEIVE APPROVAL OF, and has } ,ri efted to reflect field W/LEAD TACK A SPECIAL FENCE PERMIT IN COMPLIANCE WITH THE STANDARDS OUTLINED IN RMC 4-4-040G. THE APPLICANT verified invert atw] t`im elovat io�ris of the stonn, satiatary sewer and vmtet, SHALL SUBMIT A REVISED FENCE DETAIL OR AN APPROVED SPECIAL FENCE PERMIT TO THE CURRENT PLANNING PROJECT mWn systems. Field vedrwd iriver(aixl iim elevations were obUned by MANAGER PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. IN 4. THE DESIGN OF THE BUILDINGS SHALL BE REQUIRED TO ` COMPLY WITH THE RESIDENTIAL DESIGN PORTION OF THE The on -site prhrdte storm drabdrab-Ege facifidesaW public/private water mxl .................. RESIDENTIAL DESIGN AND OPEN SPACES STANDARDS SET REBAR AND CAP APPLICABLE IN THE R-14 ZONE (RMC 4-2-115E.3) AND FOUND REBAR AND CA wer� "ems were rr 5Uled In accordance itE1 the aVpr' ved p is mid EMW 144651 ENHANCED LANDSCAPING BE PROVIDED WHERE COMPLIANCE LIES 0.32 N17W OF WITH THE ARCHITECTURAL DESIGN CANNOT BE ACHIEVED. CORNER the doC mmit field rev ins ajyl imcdon as intended. l 5. A LIGHTING PLAN SHALL BE PROVIDED AT THE TIME OF BUILDING PERMIT REVIEW FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER. ,� DRIVEA 6. THE LOCATION OF THE REQUIRED BICYCLE PARKING SHALL BE ram -X F,\_F r I r�� r� r I roe PROVIDED ON THE SITE PLAN AND A DETAIL OF THE BICYCLE _i5' - 5 o ^ r J J J D J J 2-E S o PARKING SHALL BE PROVIDED. THE REVISED SITE PLAN AND frJ J J �J J J �, BICYCLE PARKING DETAIL SHALL BE PROVIDED AT THE TIME FOUND 1. 5" PIPE 0.85' N11'W OF BUILDING PERMIT REVIEW TO THE CURRENT PLANNING OF PROPERTY CORNER PROJECT MANAGER FOR REVIEW AND APPROVAL. 7. A SIDEWALK CONNECTION SHALL BE PROVIDED TO SE 172ND ----- --- STREET ALONG THE WESTERN PORTION OF THE PROJECT SITE. _ 8. ALL PROPOSED LOADING AREAS SHALL BE SEPARATED FROM SET REBAR AND CAP PARKING AND PEDESTRIAN AREAS AND SHALL BE LOCATED, EMW LS144651 DESIGNED AND SCREENED TO MINIMIZE VIEWS FROM COTTAGEB SURROUNDING PROPERTIES. -::.CnTTAnFA i. rrJJJ rJJJ �� J CITY OF RENTON MONJ/1862 (C, HORZ ONLY) COPPER PLUG WITH PUNCH ON A 4'X4 CONCRETE POST IN CASE, DOWN 0.45'. PUBLISHED CO-ORDS: N=168056.01 E=1300198.93 FOUND CO-ORDS: N=168056.34 L4 i E=1300199.16 W Q Z 0 L........ i 58: F8 R2) ................� ...................... N FOUND CASED MONUMENT W/TACK SEPA MITIGATION CONDITIONS PER LUA 17-000023 ECF, CUP MITIGATION MEASURES ARE NONE RECOMMENDED NPDES PERMIT NUMBER WAR 305778 1 thANN11MDCAQv Surveying 5 LDC Engineering Planning 20210 142nd Avenue NE Ph. 425.806.1869 Woodinville, WA 98072 Fx. 425.482.2893 www.LDCcorp.com SET REBAR AND CAP EMW LS144651 TABLE OF CONTENTS 1 COVER SHEET 2 EXISTING CONDITIONS MAP 3 HORIZONTAL CONTROL PLAN 4 SITE PLAN 5 TESC PLAN 6-7 TESC NOTES AND DETAILS 8 GRADING PLAN 9 DETAILED GRADING PLAN 10 ROAD AND STORM DRAINAGE PLAN 11-15 ROAD AND STORM DRAINAGE PROFILES 0 1 AS -BUILT DRAWINGS NO. REVISION COPPER PLUG IN A J" CONCRETE FILLED PIPE IN A WSDOT CASE. DOWN 0.30'. PUBLISHED CO-ORDS: ELEV=380.86 FOUND CO-OORDS: ELEV=380.70 16 ROAD SECTIONS 17 STORM DRAINAGE DETENTION PLAN 18 COMPOSITE UTILITY PLAN 19 23 NOTES AND DETAILS WA-01- WA-05 WATER PLANS SS-0 I - SS-06 SEWER PLANS L000 TREE /NVENTORYAND RETENTION PLAN L 100-001 LANDSCAPE PLANS ES 01- ES-03 LIGHTING PLANS LANDSCAPE NOTES 1. LANDSCAPE PLAN WILL BE REVISE TO MATCH STREET LIGHT LOCATIONS ON THE CIVIL PLANS AND TREE LOCATIONS WILL BE ADJUSTED ACCORDINGLY. MEV 112-13-18 BY I DATE I APPR FOUND CASED MONUMENT TOPOGRAPHIC DISCLAIMER CONTACT LIST 0 o- w J Cn w 19120 zu 1 tea..—..— — 30 29 0 29 \ LL � w co o fQ o co N o _ G' z 21 4 28 1 w 1 J� 716m a Ip SE 172ND ST 30 29 SE 176TH ST 29 28 0 32 1� 32 33 \ I SE GP LJ L1: S 43RD ST i GO Q Q Do Do �: o f VICINITY MAP SCALE: 1"=2000' SURVEY INFORMATION LEGAL DESCRIPTION LOT 14, BLOCK 4, AKER'S FARM NO. 5, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 40 OF PLATS, PAGE 27, RECORDS OF KING COUNTY, WASHINGTON. TOGETHER WITH: THE SOUTH HALF OF LOT 15, BLOCK 4, AKER'S FARM NO. 5, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 40 OF PLATS, PAGE 27, RECORDS OF KING COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. VERTICAL DATUM - NAVD-88 NORTH AMERICAN VERTICAL DATUM-1983 BENCHMARK 1 9 6 PROJECT BENCHMARK: FOUND REBAR AND CAP EMW LS144651(AS SHOWN ON MAP) ELEVATION = 409.72 FEET PROJECT BENCHMARK: CITY OF RENTON MON11640 3" BRASS DISC STAMPED "KING COUNTY SURVEY MONUMENT" IN CASE FOUND CO-ORDS: N=170649.17 E= I J05835. 94 ELEVATION = 465.87 FEET BASIS OF BEARING THE MONUMENTED CENTERLINE OF 108TH AVE. S.E., AS THE BEARING OF N 01 °4332" E EQUIPMENT & PROCEDURES METHOD OF SURVEY - SURVEY PERFORMED BY FIELD TRAVERSE INSTRUMENTATION.• OWNER/APPLICANT RENTON SPECIAL CARE COMMUNITY, LLC 2731 77TH AVE SE, SUITE 20J MERCER ISLAND, WASHINGTON 98040 CONTACT- KEVIN CARL PHONE: (206) 778-4725 kevin@MGgnet-dd.com Cl HL ENGINEER.• LDC, INC. 20210 142ND AVE NE WOODINVILLE, WASHINGTON 98072 CONTACT MARK VILLWOCK, PE PHONE- (425) 806-1869 FAX: (425) 482-2893 EMAIL: mvillock@ldccorp.com LANDSCAPE ARCHITECT ELM ENVIROMENTS 1925 POST ALLEY, SUITE 3B SEATTLE, WASHINGTON 98101 CONTACT- GREG MURPHY PHONE: (206) 393-8263 EMAIL: gmurphy@elmenv.com TOPOGRAPHIC SURVEY INFORMATION CONTAINED ON THESE PLANS HAS BEEN PROVIDED BY CORNERSTONE ENGINEERING, INC. LDC, INC. (LAND DEVELOPMENT CONSULTANTS, INC.) ASSUMES NO LIABILITY AS TO THE ACCURACY AND COMPLETENESS OF THIS DATA. ANY DISCREPANCIES FOUND BETWEEN WHAT IS SHOWN ON THE PLANS AND WHAT IS NOTED IN THE FIELD SHOULD BE BROUGHT IMMEDIATELY TO THE ATTENTION OF THE ENGINEER. SURVEYOR.• LDC, INC. 20210 142ND AVE NE WOODINVILLE, WASHINGTON 98072 CONTACT- MICHAEL MERRITT, PLS, CFedS PHONE: (425) 806-1869 FAX: (425) 482-2893 EMAIL: michaelm@ldccorp.com ARCHITECT JENSEN FEY ARCHITECTURE AND PLANNING P.S. 77JO LEARY WAY REDMOND, WASHINGTON 98052 CONTACT- REUBEN RIOS PHONE.- (425) 216-OJ18 EMAIL: Trios@jensenfey.com GEOTECH.• PROFESSIONAL SERVICE INDUSTRIES, INC. (PSI) 20508 56TH AVENUE WEST SUITE A L YNNWOOD, WASHINGTON 98036 GEOTECH CONTACT: MICHAEL S. PLACE, PE A S-B UIL T PHONE.- (425) 409-2504 FAX: (425) 582-8193 EMAIL: michael.place@psiusa.com CESCL: INTERTEK-PSI 20503 56TH AVE W, SUITE A L YNWOOD, WA 9804J CONTACT- MICHAEL a PLACE, PE PHONE: (425) 409-2505 EMAIL: michoe%place@psiusG.com DRA WINGS N COMPLIANCE WITH CITY OF RENTON STANDARDS SURVEYED: LDC SCALE: 1 �� _ Z O, JJ VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 83/1 C T Y 0F RENTON SPEC/AL CARE COMMUNITY, LLC uai L: 0 4- 0 8 -17 DESIGNED: MEV RENTON SPECIAL CARE COMMUNITY FIELDBOOK: RENTON PAGE: DRAWN: NC . 17033 108TH AVE SE, RENTON, WA 98055 DRAWING NO: C S - 01 ONE INCH DATUM Plan nin g/Buidin g/Public Works Dept. (/� COVER SHEET CHECKED: MEV AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY APPROVED:MEV SHEET: 1OF: 23 00 N C) T N O O T Q J