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HomeMy WebLinkAboutS-396202Ln 0 0 3 i 3 i Q r i m I a 3 0 0 i E E 0 v 0 0 a 0 c i 0 N i U i n 6) 0 0 PROJECT INFORMATION SITE ADDRESS: 17033 108TH AVE SE, RENTON, WA 98055 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 26%26" 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 CENTERLINE FOUND REBAR & CAP, AS NOTED CMP CORRUGATED METAL PIPE O SET REBAR AND CAP CID CONCRETE PIPE `E1' STORM DRAIN MANHOLE EL ELEVATION STORM DRAIN CATCH BASIN EXIST. EXISTING O SANITARY SEWER MANHOLE 0NATURAL GAS VALVE FLOWLINE FIRE HYDRANT IE INVERT ELEVATION WATER VALVE LCPE LINED CORRUGATED POLYETHYLENE PIPE ® WATER METER PROPERTY LINE BOLLARD O PP POWER POLE POWER POLE W/LIGHT PVC POLYVINYL CHLORIDE PIPE 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 SO CAP TYP TYPICAL 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 Q TYPE 2 CATCH BASIN, SOLID LID SYMBOL DESCRIPTION E WATER CAP ® BEEHIVE MANHOLE COVER CONCRETE BLOCKING C3 SQUARE YARD DRAIN W BUTTERFLY VALVE ® ROUND YARD DRAIN 11' BEND O STORM CLEAN OUT 45' BEND STORM PIPE PROPOSED SEWER SYMBOLS 90' BEND SYMBOL DESCRIPTION 22' BEND E SEWER CAP 0 SEWER CLEANOUT SEWER MANHOLE SEWER PIPE PROPOSED SURVEY SYMBOLS SYMBOL DESCRIPTION SURVEY MONUMENT IN PROPOSED ROAD ►� VALVE } HYDRANT ASSEMBLY '- BLOW -OFF VALVE ow- mi REDUCER AIR -VAC ASSEMBLY WATER METER WATER PIPE NE 114 OF THE SW 114 AND SE 114 OF THE NW 114, SEC 29, TWN 23, RGE 5 E. KING COUNTY, WASHINGTON RENTON SPECIAL CARE COMMUNITY SANITARY SEWER PLANS CITY OF RENTON MON 1640 (D, HORZ & ELEV) 3' BRASS DISC STAM ED 'KING COUNTY SURVEY MONUMENT', IN CASE, DOWN 1.0'. PUBLISHED CO-ORDS: N=170648.98 E=1305835.75 ELEV=466.09 FOUND CO-OORDS: N=170649.17 E=1305835.94 ELEV=465.87 FOUND CASED MONUMENT W/LEAD TACK ........... T-\.Y P '1RG r L • h #DDT 70002J BENCHMARK FOUND REBAR AND CAP CRONES -l!/ i i �t SET REBAR AND CAP EMW 44651 CORNER LIES 2' N17W OF PROPERTY N8873'13'W 299.81'(C ............ � .... ,. .....'.'.'.'.'.'.',•, DR/VEA Tr1:C Pr1F�C�L i�\� TAXPr1f�C�1 #DD:37OD0276 0DDc`31DDD20 3 FOUND 1.5' PIPE 0.85' N11'W OF I �' -- PROPERTY CORNER SET REBAR AND CAP {- :... I `.. EMW LS1446515�� M • REBAR AND CAP r EMW LS144651 � r•r COTTAGE B COTTAGEA r TAX PAjF?CE:L r #DD870CJD2-31 3' I 10 r LQ CITY OF RENTON MON 1862 (C, HORZ ONLY) `r COPPER PLUG WITH PUNCH ON A 4'X4' i r `� ' ' ' ' ' ' CONCRETE POST IN CASE, DOWN 0,45'. �'. - COTTAGE C PUBLISHED CO-ORDS. N=168056.01 i TAX FARC L E=1300198.93 r: COTTAGED 40007D0D235 FOUND CO-ORDS r_ �r I N=168056.34 I r i �--_ ---�_.�.r -- -- -�------- r--------1-- � I � E=1300199.16 ----- ..... . :. SET REBAR AND CAP EMW LS144651 ...- .............. ._ ago 7C... ... ........ �05MO624)- . i SET REM, AND EAp .. ! ......... . ass 9�s� .............. .:.:. 'r,' .. E�w ts�4 �i.............:.:............................ *sy . �.�1.... . . ...... �.... 58.68!(R2)... _ --- - - - N880T55-E i.........:...' .... . 661.35'(P) ....... .... _ FOUND ............ .. FOUND CASED _; - - - MONUMENT �...... . W ACK .. ................ I .............I........... I .....'.'..'.'.'..'.'.'.'.' .'.' .. / CITY OF RENTON MON11915 (B, ELEV ONLY) COPPER PLUG IN A J CONCRETE FILLED PIPE IN A WSOOT CASE. DOWN 0.30'. PUBLISHED CO-ORDS: ELEV=380.86 FOUND CO-OORDS: ELEV=380.70 TABLE OF CONTENTS GENERAL NOTES 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE SOOS CREEK WATER & SEWER DISTRICT, ALSO REFERRED HEREINAFTER AS "DISTRICT". 2. THE DEVELOPER SHALL FURNISH THE DISTRICT A COPY OF THE COMMERCIAL AND/OR SUBDIVISION PLANS APPROVED BY THE GOVERNING AGENCY PRIOR TO ANY SEWER MAIN CONSTRUCTION. 3. PRIOR TO CONSTRUCTING ANY SEWER MAINS, THE APPROPRIATE STREETS AND LOTS SHALL BE CLEARED, GRADED, AND STAKED BY THE DEVELOPER/CONTRACTOR AND ALL EXISTING UTILITIES SHALL BE LOCATED. 4. FOLLOWING SEWER MAIN CONSTRUCTION, ANY REVISION OF ROADWAY OR EASEMENT GRADES REQUIRING THE MAINS TO BE RECONSTRUCTED SHALL BE MADE AT THE DEVELOPER'S/CONTRACTOR'S EXPENSE. 5. RECONSTRUCTION SHALL CONFORM TO THE SPECIFICATIONS OF THE DISTRICT. ALL COSTS FOR INSPECTING SUCH RECONSTRUCTION SHALL BE CHARGED TO THE DEVELOPER IN ADDITION TO THE STANDARD CHARGES, AND SHALL BE PAID BEFORE ACCEPTANCE BY THE DISTRICT. 6. NO SIDE SEWER CONNECTIONS SHALL BE MADE TO THE EXISTING SYSTEM UNTIL COMPLETION OF THE BILL OF SALE AND ALL EASEMENTS. OBTAIN SIDE SEWER PERMITS FROM THE DISTRICT FOR EACH SIDE SEWER CONNECTION PRIOR TO MAKING CONNECTION. BILL OF SALE WILL NOT BE PROCESSED UNTIL PUGET SOUND ENERGY HAS EITHER PROVIDED A WORK SKETCH OR INSTALLED THEIR VAULTS, HAND HOLES AND LIGHT STANDARDS, OR THE DEVELOPER HAS PROVIDED A SIGNED HOLD HARMLESS AGREEMENT (FORM SUPPLIED BY THE DISTRICT). 7. ALL COSTS OF SEWER MAIN RE -STAKING SHALL BE PAID BY THE DEVELOPER/CONTRACTOR. 8. PROPERTY CORNERS SHALL BE PINNED WITH REFERENCE TACK ON CURBS BY THE DEVELOPER/CONTRACTOR. 9. THE DEVELOPER/CONTRACTOR SHALL NOTIFY THE DISTRICT AT (253) 630-9900 TO SCHEDULE A PRE -CONSTRUCTION MEETING AT THE DISTRICT OFFICE. AFTER THE PRE -CONSTRUCTION MEETING, THE DEVELOPER/CONTRACTOR SHALL NOTIFY THE DISTRICT'S FIELD REPRESENTATIVE AT LEAST 48 HOURS (REGULAR WORKING DAYS) BEFORE STARTING WORK. 10. THE DEVELOPER/CONTRACTOR SHALL OBTAIN ALL REQUIRED FINAL INSPECTIONS TO MEET PERMIT 11. REQUIREMENTS. INSPECTIONS MUST BE SCHEDULED AT LEAST 48 HOURS IN ADVANCE. 12. CONNECTIONS TO EXISTING SEWER MAINS SHALL BE MADE ONLY WITH WRITTEN APPROVAL OF THE DISTRICT AND ONLY AFTER AT LEAST 48 HOURS (TWO REGULAR WORKING DAYS) ADVANCE NOTICE. 13. EXISTING SEWERS TO REMAIN IN SERVICE AT ALL TIMES. 14. ALL WATER AND/OR CONSTRUCTION DEBRIS SHALL BE REMOVED FROM NEW SEWERS AND SHALL NOT BE PERMITTED TO ENTER THE EXISTING SYSTEM. 15. EXISTING MANHOLE NO.33-7 SHALL BE CORE -DRILLED AND RE -CHANNELED AS REQUIRED TO RECEIVE INCOMING FLOW FROM THE NEW SEWER. 1 COVER SHEET 2-3 SEWER PLAN AND PROFILE 4 CONSTRUCTION PROVISIONS A MATERIALS 5 SURFACE RESTORATION A DETAILS 6 SEWER DETAILS S=396202 i 1 SCALE: 1" = 40' 40' 0 40' 80' SURVEY INFORMATION V/C/NITYMAP SCALE: 1" =2000' 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 - NAVW8 NORTH AMERICAN VERTICAL DATUM-1988 BENCHMARK PROJECT BENCHMARK - FOUND REBAR AND CAP EMW LS144651(AS SHOWN ON MAP) ELEVATION = 409.72 FEET PROJECT BENCHMARK.' CITY OF RENTON MON11640 J" BRASS DISC STAMPED "KING COUNTY SURVEY MONUMENT" IN CASE FOUND CO-ORDS: N=170649.17 E= I J058J5. 94 ELEVATION = 465.87 FEET BASIS OF BEARING THE MONUMENTED CENTERLINE OF 108TH AVE. S.E., AS THE BEARING OF N 01.4J J2" E EQUIPMENT & PROCEDURES METHOD OF SURVEY - SURVEY PERFORMED BY FIELD TRAVERSE ::.. I NSTRUMENTA nON.• LEICA TCRA 1105 ROBOTIC ELECTRONIC TOTAL STATION :. ... PRECISION. f-I�G MEETS OR EXCEEDS STATE STANDARDS WAC JJ2- I JO-090 BASIS OF BEARING: THE MONUMENTED CENTERLINE OF 1087H AVE. S.E., AS THE BEARING OF N 01 '4J J2" E. CONTACT LIST ONNER/APPLICANT SURVEYOR: RENTON SPECIAL CARE COMMUNITY, LLC LDC, INC. 27J1 77TH AVE SE, SUITE 20J 20210 142ND AVE NE MERCER ISLAND, WASHINGTON 98040 WOODINVILLE, WASHINGTON 98072 CONTACT.' KEVIN CARL CONTACT- MICHAEL MERRITT, PLS, CFedS PHONE: (206) 778-4725 PHONE: (425) 806-1869 kevin®magnet-dd.com FAX: (425) 482-289J EMAIL: michoelmOldccorp. com CIVIL ENgNEER.• LDC, INC. ARCH17ECT 20210 142ND AVE NE JENSEN FEY ARCHITECTURE AND WOODINVILLE, WASHINGTON 98072 PLANNING P. S. CONTACT- MARK OLLWOCK, PE 77JO LEARY WAY PHONE: (425) 8C5-1869 REDMOND, WASHINGTON 98052 FAX- (425) 482-289J CONTACT: REUBEN RIOS EMAIL: mvillock®ldccorp. com PHONE.- (425) 216-OJ 18 EMAIL: rrios®jensenfey.com LANDSCAPE ARCH17ECT ELM ENVIROMENTS GEOTECH.' 1925 POST ALLEY, SUITE JB PROFESSIONAL SERVICE INDUSTRIES, INC. (PSI) SEATTLE, WASHINGTON 98101 20508 56TH AVENUE WEST, SUITE A CONTACT- GREG MURPHY LYNNWOOD, WASHINGTON 98OJ6 PHONE. (206) J9J-826J GEOTECH CONTACT MICHAEL S PLACE, PE EMAIL: gmurphy@elmenv.com PHONE: (425) 409-2504 FAX: (425) 582-819J CESCL- EMAIL: michael.place®psiuso.com INTERTEK-PSI 20508 56TH AVE W, SUITE A L YNWOOD, WA 9804J CONTACT.' MICHAEL S. PLACE, PE PHONE.- (425) 409-2505 EMAIL: michael.p/ace®psiuso.com PLAN REVIEW # 04-1346 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 IS NOTED IN THE Call 2 Business Days Before You Dig FIELD SHOULD BE BROUGHT IMMEDIATELY TO THE ATTENTION OF THE 811 or 1-800-424-5555 ENGINEER. Utilities Underground Location Center r 2�j' �j Eli �j �>, 2�j Eu> CD a Q i cO to CV i r- I C4- CD I OO O I - IV N V) o (n z Cn z Ln Z V) z V) z Z CD ME M O o 0 0 U W Y w Of Y w 0C U Y w 0C Y w � cV W Z U (n U Ln W a- U in U cn Z Q = O cn O cn m U-jN O Ln O cn U a W CLfl- W W aa_, > W W a_ W a- J w U_ r- _ 2 w 2 Q N cO _ Ln CI I Q] C-4 N N ZN rn -.4' Ln c0 I- ' � •C C a, T CO N o w CJ Ln U) > �n 6w G. E u " ,: a `o U J w N y c y Q >� <y c = 7 c 000 N U Z Z 02 C0 0Cl) 2 Zo W W L) W W C0 W Ots W Q CU W J W Q O - v 1 �W W W W v WZ 0 Cl)O O z � W E • vIL WAS/77L�Q� Q pp •2 40908 /�� JOB NUMBER: 16-137 DRAWING NAME: 16137A-WS-CS DESIGNER: MEV DRAFTING BY: NC DATE: 5-25-17 SCALE: 1"=40' JURISDICTION: SOOS CREEK 84SE MAP C2 DRAWING: COVER SHEET 1 OF 6