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Home My WebLink AboutWWP2703962.1PROJECT 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"x26" 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 ABeKLvIAHONZ) SYMBOL DESCRIPTION CB CATCH BASIN O FOUND CASED MONUMENT, AS NOTED CENTERLINE FOUND REBAR & CAP, AS NOTED CMP CORRUGATED METAL PIPE 0 SET REBAR AND CAP CID CONCRETE PIPE STORM DRAIN MANHOLE EL ELEVATION El STORM DRAIN CATCH BASIN EXIST. EXISTING s O SANITARY SEWER MANHOLE It FLOWLINE NATURAL GAS VALVE E FIRE HYDRANT IE INVERT ELEVATION WATER VALVE LCPE LINED CORRUGATED POLYETHYLENE PIPE FR WATER METER It PROPERTY LINE 0 BOLLARD PP POWER POLE N POWER POLE W/LIGHT PVC POLYVINYL CHLORIDE PIPE Lri0 -0- POWER POLE R/W RIGHT-OF-WAY o O TELEPHONE MANHOLE � STA STATION } MAPLE TREE -6`�--J SD STORM DRAIN 0 CEDAR TREE SS SANITARY SEWER PROPOSED STORM SYMBOLS SSMH SANITARY SEWER MANHOLE SYMBOL DESCRIPTION SWPE SOLID WALL POLYETHYLENE PIPE C SD CAP TYP TYPICAL Cn TYPE 1 CATCH BASIN, GRATED LID TBR TO BE REMOVED M ® TYPE 1 CATCH BASIN, SOLID LID T PE 2 CATCH BASIN, GRATED LID PROPOSED WATER SYMBOLS N SYMBOL DESCRIPTION QQ TYPE 2 CATCH BASIN, SOLID LID m C WATER CAP Q BEEHIVE MANHOLE COVER p CONCRETE BLOCKING o 13 SQUARE YARD DRAIN W BUTTERFLY VALVE o ® ROUND YARD DRAIN oI 11' BEND T O STORM CLEAN OUT Q, 1 45' BEND E STORM PIPE E ► 90' BEND PROPOSED SEWER SYMBOLS 22' BEND SYMBOL DESCRIPTION c� ►r VALVE Q L SEWER CAP HYDRANT ASSEMBLY o- 0 SEWER CLEANOUT BLOW -OFF VALVE � o SEWER MANHOLE c REDUCER SEWER PIPE r AIR -VAC ASSEMBLY ' PROPOSED SURVEY SYMBOLS WATER METER SYMBOL DESCRIPTION WATER PIPE o SURVEY MONUMENT 04 IN PROPOSED ROAD U :T .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 E, KING COUNTY, WASHINGTON RENTON SPECIAL CARE COMMUNITY SANITARY SEWER PLA NS FOUND REBAR AND GAP CRONES LIES 0.32' N17W OF PROPERTY CORNER DCJ_370DO J; FOUND 1.5" PIPE 0,85' N11'W OF-\ PROPERTY CORNER SET REBAR AND CAP - EMW LS144651 rA:S P-\r?C r I CITY OF RENTON MON11862 (C, HOR7 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,J4 E=1300199.16 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. �Cl�_3>'CJJJJ.3 3" BRASS DISC STAMPED 'KING COUNTY MONUMENT'; IN CASE, DOWN 1.0'. PUBLISHED CO-ORDS: N=170648.96 E=1305835.75 ELEV=466.09 FOUND CO-OORDS N=170649.17 E=1305835.94 ELEV=465.87 FOUND CASED MONUMENT W/LEAD TACK n i I71 I un SE 112 l� SET REBAR AND CAP :::.:":.'. LEGAL DESCRIPTION EMW 144651 N88.13'13"w� 2�8P(C ' .. .. ' ' ' ' • • ........ ..... .. ' ' . " " ...::.:. LOT 14, BLOCK 4, AKER'S FARM NO. 5, ACCORDING TO THE PLAT THEREOF RECORDED A I 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 /N VOLUME 40 OF PLATS, PAGE 27, RECORDS OF KING COUNTY, WASHINGTON. -1- I AND cAP SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. - j E 44651 �_-;� _--_'"_' VERTICAL DATUM -NAVD-88 COTTAGES I •.'.•.'.•.•.: NORTH AMERICAN VERTICAL DATUM-1988 COTTAGER I ...:.:.:........: W : : BENCHMARK - `'' 1 W... " �, ':': Q PROJECT BENCHMARK' FOUND REBAR AND CAP EMW LS144651(AS SHOWN ON MAP) A - ► �, :: ELEVATION = 409.72 FEET `�'� CO• ... p .. PROJECT BENCHMARK' � � I : t CITY OF RENTON MON11640 " "KING BRASS DISC STAMPED COUNTY SURVEY MONUMENT" IN CASE I .... ry ^ :.:.......:.. FOUND CO-ORDS: COTTAGE C',n"'..I� N=170649.17 � � z ....... E= I J05835.94 �-� v RC r + z ; ELEVATION = 465.87 FEET OTTAGED :J' 0DD2�35 ra .I BASIS OF BEARING THE MONUMENTED CENTERLINE OF 108TH AVE. S.E., AS THE BEARING OF N 01'4332" E . mw ':':':':':':':':':' EQUIPMENT & PROCEDURES _--�---- rr N88 0T5 W `. METHOD OF SURVEY• . " .' ............. T - . SET REAR AAO GAf "' " " :.... D BY FIELD TRAVERSE RV PERFORMED . EMW LS744651 .... ..................... INSTRUMENTATION.• LEICA TCRA 1105 ROBOTIC ELECTRONIC TOTAL STATION =-- ... :::..:::.:.:.::::...:...........:. PRECISION.• :..... MEETS OR EXCEEDS STATE STANDARDS WAC 332-130-090 - - ....... . fo11N4.'.'.'.'.'.'. :. MS/S OF BEARING.• i : :':ASED'''' " ' MONUMENT .'.' THE MONUMENTED CENTERLINE OF 108TH AVE. S.E., ' AS THE BEARING OF N O l '4332" E. '::::...... ..... CONTACT LIST 01WER/APPLICANT SURVEYOR. i RENTON SPECIAL CARE COMMUNITY, LLC LDC, INC. 2731 77TH AVE SE, SUITE 203 20210 142ND AVE NE CITY OF RENTON MON11915 (8, ELEV ONLY) r MERCER ISLAND, WASHINGTON 98040 WOODINVILLE, WASHINGTON 98072 COPPER PLUG IN A CONCRETE FLLED CONTACT- KEVIN CARL CONTACT- MICHAEL MERRITT,, PLS, CFedS PIPE IN A WSDOT CASE. DOWN 000'. PUBLISHED CO-ORDS PHONE. (206) 778-4725 PHONE. (425) 806-1869 ELEV=360.86 kevin@magnet-dd.com FAX: (425) 482-2893 FOUND CO-OORDS. ELEV=380.70 EMAIL: michaelm®ldccorp.com a ENGINEER. TABLE OF CONTENTS LDC, INC. ARCHITECT 20210 142ND AVE NE JENSEN FEY ARCHITECTURE AND 9 COVER ,SHEET WOODINVILLE,, WASHINGTON 98072 PLANNING P.S. 2-3 SEWER PLAN AND PROFILE CONTACT- MARK VILLWOCK, PE 7730 LEARY WAY PHONE: (425) 8C5-1869 REDMOND, WASHINGTON 98052 4 CONSTRUCTION PROVISIONS & MATERW S FAX: (425) 482-2893 CONTACT- REUBEN RIOS 5 SURFACE RESTORATION&DETAILS EMAIL:mvillock®Idccorp.com PHONE: (425) 216-OJ18 EMAIL: rrios®jensenfey.com 6 SEWER DETAILS ^APE ARa#1FCT• IVIROMENTS GEEOIFCH.' a�v COST 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: gmurphv@elmenv.com PHONE: (425) 409-2504 FAX: (425) 582-819J CESGY. EMAIL: michae1.p/ace@psiuso.com INTERTEK-PS! 20508 56TH AVE W, SUITE A LYNWOOD, WA 9804J CONTACT.• MICHAEL S. PLACE, PE PHONE- (425) 409-2505 £MAIL' michael lone® siusa com 5-396102 11p 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 }a�j Ed> a>jEnaEj> 2j> a � - 00 00 Q LA5 CO CV r- .d- N p I pp o I I z o Cn (n � z z 0 0 0 O O O O �WWWUW.W. W Y Y Y N ry U �NU-)a- U C-' Ln J a W S p O Vl p O V) M Uj O O Ln c O Cn U Q LU� W W a w W a af Uj W m L W a J W r r 2 w 0 Q N cp ( n ul) T I n On N � N N r) Ln CO I- bA on � Q M c cn Lw 0. E a v c 0 U c N v o I01 3 01 v ¢ Q3 v 7 00 N O cN U Z Z F__ o_ 2 Cf) 2 Zo w WU 300 w LLJ V♦ 06 W cC f w ZV W _. J Q W W � W � U W� 0 0 Z CO E • vjL of WASgl��Q� �� 40908 � �EGISTER��1 ssrONAL �� ,� JOB NUMBER: 16-137 DRAWING NAME: 16137A-WS-CS DESIGNER: MEV DRAFTING BY: NC DATE: 5-25-17 SCALE: 1"=40' JURISDICTION: SOOS CREEK BASE MAP C2 DRAWING: coVER SHEET 1 OF 6