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Home My WebLink AboutW-396202PROJECT INFORMATION , TAX PARCELS: 0087000285, 0087000293 GROSS SITE AREA 65,715 SF (1.51 AC) ROW DEDICATION AREA 4,565 SF (0.10 AC) NET SITE AREA 61,150 SF (1.40 AC) EXISTING USE: SINGLE-FAMILY RESIDENTIAL PROPOSED USE: CONVALESCENT CENTER - CONDITIONAL USE 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 FIRE DISTRICT: RENTON RFA SEISMIC DESIGN CATEGORY: D IBC DESIGNATION OF OCCUPANCY: 4-1 STRUCTURAL DESIGN CRITERIA LOAD OF 30 TON VEHICLE, 75 PSI, AND 2611x26" OUTRIGGER PER RENTON RFA MAXIMUM BUILDING HEIGHT: 35' SETBACKS: FRONT: 15' REAR: 10, SIDE: 4' SIDE (ALONG STREET): 15' OPEN SPACE REQUIREMENTS MINIMUM OPEN SPACE REQUIRED: 0 SF IF THREE OR FEWER DWELLING UNITS 350 SF PER UNIT IF 4 OR MORE DWELLING UNITS IMPERVIOUS REQUIREMENTS MAXIMUM IMPERVIOUS: 80% MAXIMUM LOT COVERAGE: 65% NEW IMPERVIOUS: 43,072 SF (70.40%) NEW PERVIOUS: 18,078 SF LOT COVERAGE: 17,306 SF (28.30%) 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 LEGEND AND ABBREVIATIONS EXISTING SYMBOLS ABBREVIATIONS SYMBOL DESCRIPTION CB CATCH BASIN O FOUND CASED MONUMENT, AS NOTED z CENTERLINE FOUND REBAR & CAP, AS NOTED CMP CORRUGATED METAL PIPE O SET REBAR AND CAP CP CONCRETE PIPE �1 STORM DRAIN MANHOLE EL ELEVATION ❑ STORM DRAIN CATCH BASIN EXIST. EXISTING SANITARY SEWER MANHOLE FLOWLINE 0 NATURAL GAS VALVE E FIRE HYDRANT IE INVERT ELEVATION M WATER VALVE LCPE LINED CORRUGATED POLYETHYLENE PIPE r ® WATER METER It PROPERTY LINE rn 0 BOLLARD pp POWER POLE CNN y ( POWER POLE W/LIGHT PVC POLYVINYL CHLORIDE PIPE o -0- POWER POLE R/W RIGHT-OF-WAY o T TELEPHONE MANHOLE NS 609, MAPLE TREE0 STA STATION �Ssr�\ SD STORM DRAIN 9 CEDAR TREE a- SS SANITARY SEWER PROPOSED STORM SYMBOLS SSMH SANITARY SEWER MANHOLE 01 SYMBOL DESCRIPTION SWPE SOLID WALL POLYETHYLENE PIPE FOUND CAS v C SD CAP MONUMENT TYP TYPICAL W/TACK 3 E TYPE 1 CATCH BASIN, GRATED LID TBR TO BE REMOVED TYPE 1 CATCH BASIN, SOLID LID TYPE 2 CATCH BASIN, GRATED LID PROPOSED WATER SYMBOLS SYMBOL DESCRIPTION 0 TYPE 2 CATCH BASIN, SOLID LID m C WATER CAP Q ® BEEHIVE MANHOLE COVER D CONCRETE BLOCKING a ® SQUARE YARD DRAIN W BUTTERFLY VALVE 0 0 ROUND YARD DRAIN r) 11' BEND 1-1 O STORM CLEAN OUT 45' BEND E STORM PIPE E 90' BEND PROPOSED SEWER SYMBOLS 22' BEND � SYMBOL DESCRIPTION c0 ► VALVE o C SEWER CAP U HYDRANT ASSEMBLY O SEWER CLEANOUT BLOW -OFF VALVE o0 SEWER MANHOLE C REDUCER SEWER PIPE yt AIR -VAC ASSEMBLY ' PROPOSED SURVEY SYMBOLS WATER METER SYMBOL DESCRIPTION � — — WATER PIPE SURVEY MONUMENT N IN PROPOSED ROAD i U a- 3: 0 0 NE 1/4 OF THE SW 1/4 AND SE 1/4 OF THE NW 1/4, SEC 29, TWN 23, RGE 5 El KING COON I Wf{Sfj'N�i rQ� ��I RENTON SPECIAL CARE COMMUNITY WATER PLANS SCALE: 1" = 40' CITY OF RENTON MON 1640 D, HORZ ELEV 40' 0 40' 80' 3" BRASS DISC STAM ED "KfNG COUNTY SUR MONUMENT", IN CASE, DOWN 1.0'. PUBLISHED CO-ORDS. N=170648.98 E=1305835.75 ELEV=466.09FUND CO- N= 170649.1OOROS: E=1305835.94 ELEV=465.87 FOUND CASED MONUMENT W/LEAD TACKmom TA.Y PAr�CEL + I `11 #000700020 BENCHMARK .... i. . SET RE84R AND CAP �,.'.'.'.'.'..'.'.'.'. .'. FOUND REBAR AND CAP CRONES � •�.L � :' ,••• LIES 0.32' N 1 TW OF PROPERTY N88.13' 13"W 299.81(C) EMW f 44651 �i... CORNER -TA.Y PAF?CEL -r.�.Y �r�r;r r DR/VEA .,.y'.'.'...'. , -.. ' s 400810002%� �� 4DD81090 0 FOUND 1. 5' PIPE 0.85' N 11'W OF................ PROPERTY CORNER �r SET REBAR AND GIP EMW LS144651 SET REBAR AND CAP EMW LS144651 r' COTTAGE B —� :a: I COTTAGER . :':::... . �.. TAX PAF?CEL CITY OF RENTON MON 1862 C HORZ ONLY) h y w it VICINITYMAP 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 /N THE COUNTY OF KING, STATE OF WASHINGTON. VERTICAL DATUM - NAVD-88 NORTH AMERICAN VERTICAL DATUM-1988 BENCHMARK PRIOVECT BENCHAAW.• FOUND REBAR AND CAP EMW LS144651(AS SHOWN ON MAP) ELEVATION = 409.72 FEET PROJECT 8WHAMW.• CITY OF RENTON MON11640 3" BRASS DISC STAMPED '°KING COUNTY SURVEY MONUMENT' IN CASE FOUND CO-ORDS: N=170649.17 E=1305835.94 ELEVATION = 465.87 FEET BASIS OF BEARING COPPER PLUG WITH PUNCH ON A 4'X4' COTTAGE C I I THE MONUMENTED CENTERLINE OF 108TH AVE S.E., AS THE BEARING OF N O1'4332- E CONCRETE POST, IN CASE, DOWN 0.45'. 2 �; c; .� PUBLISHED CO-ORDS N=168056.01 TAX Fry ? C ? z x EQUIPMENT & PROCEDURES E=1300198.93 COTTAGE D , #0007000025 FOUND CO-ORDS A FOUND 56.34 y " --' I .'.':aj:': METFKIO OF SURVEY E=1300199.16-�5...,•-..! I I �.. SURVEY PERFORMED BY FIELD TR,4VERSE .......•...:...:. •. INSTRUAIENTATIA�V.• — LDCA TCRA 1105 ROBOTIC ELECTRONIC TOTAL STATION SET REBAR AND CAP — — — — - 'I ._. ' ....','�'.'.' PRECISION.' EMW LS44651 �I _ — — — — — —� : STATE STANDARDS WAC 332-130-090 .r �r�r .. �. k _.'.N880T5 W .. *300 :h ._ _ '•'•'•'•','• •'•'• •'•'• • • • • • • ONUMED CENTERLINE OF 108TH AVE. S.E., ........'.'.'.'.'.'.'.'.'.'.'... SET RaM r� CAF' ........... . ; : ; ` " E,vrYpofr,r1................................. _p8 .......... AS THE BEARING OF N 01'4332" E. SE T2 S. ........ .. ' .. ... --. .. . - . .' .. . :.. ., _ - 719.97'(M) 719.94.(R3J- ------ - --'-------- - - - - -. — 661.23(R2) -:,. _ _ _ CONTACT LIST 58.'68'(R2) ....... --- - * — - - - - N88.07 55'E ........... . — • • • • • •.•.•.•,•.•.• 661.35(PJ ....'.'.'.'.'.'... FOUND ONNER/APPLICANT SURVEYOR.' .. -- LLC - RENTON SPECIAL CARE COMMUN LDC INC. ..v :,.... ��.- ....... 'CASED 0 , 2731 77TH AVE SE, SUITE 20J 20210 142ND AVE NE .......... . "i LAND, WASHINGTON 98040 WOODINVILLE, WASHINGTON 98072 k_ ...... " .. MERCER /S ................... .................. ........................... .......................... .......................... TABLE OF CONTENTS 1 COVER SHEET 2 WATER PLAN 3 CONSTRUCTION PROVISIONS AND MATERIALS 4 SURFACE RESTORATION A WATER DETAKS 5 WATER DETAILS J - CONTACT KEVIN CARL CONTACT MICHTTAEL MER e PHONE. (206) 778-4725 PHONE. (425) 806-1869 kevin®magnet-dd.com FAX: (425) 482-2893 aWL ENGINEER. EMAIL: michoelm®Idccorp.com LDC, INC. ARCHIIECT 20210 142ND AVE NE JENSEN FEY ARCHITECTURE AND WOODINVILLE, WASHINGTON 98072 PLANNING P. S. CONTACT- MARK WLLWOCK, PE 7730 LEARY WAY PHONE: (425) 806-1869 REDMOND, WASHINGTON 98052 CITY OF RENTON MON 1915 (8, ELEV ONLY) FAX: (425) 482-2893 CONTACT- REUBEN RIOS COPPER PLUG IN A X CONCRETE FILLED EMAIL: mvillock®ldccorp.com PHONE: (425) 216-OJ18 PIPE IN A WSDOT CASE. DOWN 0.30'. EMAIL: rrios®jensenfey.com PUBLISHED CO-ORDS LANDSCAPE ARCHITECT FD CO-OORDS: 0.86 FOUND ELM ENV/ROMENI S GEOIECH.• ELEV=380.70 1925 POST ALLEY, SUITE 3B PROFESSIONAL SERVICE INDUSTRIES, INC. (PSI) SEATTLE, WASHINGTON 98101 20508 56TH AVENUE WEST, SUITE A CONTACT- GREG MURPHY LYNNWOOD, WASHINGTON 98036 PHONE: (206) 393-8263 GEOTECH CONTACT MICHAEL S. PLACE, PE EMAIL: gmurphy®e/menv.com PHONE: (425) 409-2504 FAX- (425) 582-819J CSC! EMAIL: mich0el.&CeOpsiuso.Com INTERTEK-PSI W=396202 20508 567H AVE W, SUITE A L YNW00D, WA 9804J CONTACT MICHAEL S. PLACE, PE PHONE: (425) 409-2505 EMAIL: michael.ploce®psiusa.com PLAN REVIEW 12-861 TOPOGRAPHIC DISCLAIMER 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 /S NOTED IN THE FIELD SHOULD BE BROUGHT IMMEDIATELY TO THE ATTENTION OF THE ENGINEER. Call 2 Business Days Before You Dig 811 or 1-800-424-5555 Utilities Underground Location Center m�� T c2 o2 L- 'I J, I �I o Q, (n z — V) z N Z W — L z w —L" z w Z o o Z 0 m 0 m m 0 0 m m 00 m m