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Home My WebLink AboutAB-3962167 167 108TH AVE SESE 116TH AVE SE116TH AVE SEBENSON RD SEAST VALLEY RDS 43RD ST BENSON RD SSE 172ND ST SE 176TH STPROJECT RDBENSON DR S19 20 30 29 29 28 32 33 30 29 31 32 20 21 29 28 CARRPROJECT INFORMATIONSITE ADDRESS: TAX PARCELS: CURRENT ZONING: 17033 108TH AVE SE, RENTON, WA 98055 R-14 65,715 SF (1.51 AC) PROPOSED USE: 0087000285, 0087000293 FRONT:SETBACKS: GROSS SITE AREA: EXISTING USE: CURRENT COMP PLAN:R-14 15' REAR:10' SIDE: SIDE (ALONG STREET):15' PARKING REQUIRED: REQUIRED= PARKING PROVIDED:26 STALLS 25%%% REDUCTION= 4' COMPACT STALLS ALLOWABLE:8 STALLS COMPACT STALLS PROVIDED:7 STALLS ADA STALLS REQUIRED:2 STALLS ADA STALLS PROVIDED:2 STALLS WATER:SOOS CREEK WATER & SEWER DISTRICT SEWER: SCHOOL DISTRICT:RENTON #403 POWER:PSE FIRE DISTRICT:RENTON RFA GAS:PSE SOOS CREEK WATER & SEWER DISTRICT TELEPHONE:CENTURYLINK CABLE:COMCAST CONVALESCENT CENTER - CONDITIONAL USE SINGLE-FAMILY RESIDENTIAL REFUSE AND RECYCLING AREA PROVIDED: REQUIRED RECYCLE: REQUIRED GARBAGE:102 SF 51 SF OPEN SPACE REQUIREMENTS MINIMUM OPEN SPACE REQUIRED:0 SF IF THREE OR FEWER DWELLING UNITS 180 SF 26 STALLS 34 STALLS MAXIMUM BUILDING HEIGHT:35' 350 SF PER UNIT IF 4 OR MORE DWELLING UNITS IMPERVIOUS REQUIREMENTS MAXIMUM IMPERVIOUS:80%%% MAXIMUM LOT COVERAGE:65%%% NET SITE AREA 61,150 SF (1.40 AC) ROW DEDICATION AREA:4,565 SF (0.10 AC) NEW IMPERVIOUS:43,072 SF (70.40%%%) NEW PERVIOUS: LOT COVERAGE:17,306 SF (28.30%%%) 18,078 SF 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 COTTAGE BCOTTAGE CCOTTAGE DCOTTAGE ALOT 14, BLOCK 4, AKER'S FARM NO. 5, ACCORDING TO THE PLAT THEREOF RECORDED INVOLUME 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 PLATTHEREOF RECORDED IN VOLUME 40 OF PLATS, PAGE 27, RECORDS OF KING COUNTY,WASHINGTON. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. LEGAL DESCRIPTIONSURVEY INFORMATIONEQUIPMENT & PROCEDURESVERTICAL DATUM - NAVD-88{\Q15;NORTH AMERICAN VERTICAL DATUM-1988}BENCHMARKBENCHMARK BASIS OF BEARING{\Q15;THE MONUMENTED CENTERLINE OF 108TH AVE. S.E., AS THE BEARING OF N 01%%D43'32" E}SEPA MITIGATION CONDITIONSPER LUA 17-000023 ECF, CUP MITIGATION MEASURES ARE NONE RECOMMENDED NPDES PERMIT NUMBER WAR 305778 CONTACT LISTOWNER/APPLICANT: LANDSCAPE ARCHITECT: {ELM ENVIROMENTS1925 POST ALLEY, SUITE 3BSEATTLE, WASHINGTON 98101CONTACT: GREG MURPHYPHONE: (206) 393-8263EMAIL: gmurphy@elmenv.com} {RENTON SPECIAL CARE COMMUNITY, LLC2731 77TH AVE SE, SUITE 203MERCER ISLAND, WASHINGTON 98040CONTACT: KEVIN CARL}PHONE: (206) 778-4725kevin@magnet-dd.com CIVIL ENGINEER: LDC, INC.20210 142ND AVE NEWOODINVILLE, WASHINGTON 98072CONTACT: MARK VILL{W}OCK, PEPHONE: (425) 806-1869{FAX: (425) 482-2893}EMAIL:mvillock@ldccorp.com ARCHITECT: GEOTECH: JENSEN FEY ARCHITECTURE ANDPLANNING P.S.7730 LEARY WAYREDMOND, WASHINGTON 98052CONTACT: REUBEN RIOSPHONE: (425) 216-0318EMAIL: rrios@jensenfey.com PROFESSIONAL SERVICE INDUSTRIES, INC. (PSI)20508 56TH AVENUE WEST, SUITE ALYNNWOOD, WASHINGTON 98036GEOTECH CONTACT: MICHAEL S. PLACE, PEPHONE: (425) 409-2504{FAX: (425) 582-8193}EMAIL: michael.place@psiusa.com SURVEYOR: {LDC, INC.20210 142ND AVE NEWOODINVILLE, WASHINGTON 98072CONTACT: MICHAEL MERRITT, PLS, CFedSPHONE: (425) 806-1869FAX: (425) 482-2893EMAIL:michaelm@ldccorp.com} CESCL: {INTERTEK-PSI20508 56TH AVE W, SUITE ALYNWOOD, WA 98043CONTACT: MICHAEL S. PLACE, PEPHONE: (425) 409-2505EMAIL: michael.place@psiusa.com} HEARING EXAMINER'S REQUIREMENTS 1.A LOT COMBINATION SHALL BE RECORDED PRIOR TO THEISSUANCE OF A BUILDING PERMIT, COMBINING THE TWOPARCELS INTO ONE.2.A DETAILED LANDSCAPE PLAN MEETING THEREQUIREMENTS OF RMC 4-8-120D.12 SHALL BE SUBMITTEDAT THE TIME OF BUILDING PERMIT REVIEW. THE DETAILEDLANDSCAPE PLAN SHALL INCLUDE BUT IS NOT LIMITED TOTHE FOLLOWING:A.A MIX OF TREES, SHRUBS, AND GROUND COVER WITHINTHE 10-FOOT LANDSCAPE STRIP ABUTTING THE SE 172NDSTREET AND 108TH AVENUE SE STREET FRONTAGES;B.THE PROPOSED 10-FOOT FULL SIGHT-OBSCURINGLANDSCAPE VISUAL BARRIER ALONG THE WEST PROPERTYLINE SHALL BE REQUIRED TO EXTEND ALONG THE NORTHPROPERTY LINE; ANDC.VERIFICATION THAT THE INTERIOR PARKING LOTLANDSCAPED AREAS INCLUDE 1 SHRUB PER 20 SQUAREFEET OF PROVIDED INTERIOR PARKING LOT LANDSCAPING,OF WHICH 50 PERCENT OF THE SHRUBS MAY BEDECIDUOUS.THE DETAILED LANDSCAPE PLAN SHALL BE SUBMITTED TOTHE CURRENT PLANNING PROJECT MANAGER FOR REVIEWAND APPROVAL. THE LANDSCAPING SHALL BE INSTALLEDPRIOR TO THE ISSUANCE OF A CERTIFICATE OFOCCUPANCY.3.THE APPLICANT SHALL EITHER REDUCE THE HEIGHT OFTHE FENCE TO COMPLY WITH THE 72-INCH HEIGHTREQUIREMENT OR SUBMIT AN APPLICATION FOR, ANDRECEIVE APPROVAL OF, A SPECIAL FENCE PERMIT INCOMPLIANCE WITH THE STANDARDS OUTLINED IN RMC4-4-040G. THE APPLICANT SHALL SUBMIT A REVISED FENCEDETAIL OR AN APPROVED SPECIAL FENCE PERMIT TO THECURRENT PLANNING PROJECT MANAGER PRIOR TO THEISSUANCE OF A BUILDING PERMIT.4.THE DESIGN OF THE BUILDINGS SHALL BE REQUIRED TOCOMPLY WITH THE RESIDENTIAL DESIGN PORTION OF THERESIDENTIAL DESIGN AND OPEN SPACES STANDARDSAPPLICABLE IN THE R-14 ZONE (RMC 4-2-115E.3) ANDENHANCED LANDSCAPING BE PROVIDED WHERECOMPLIANCE WITH THE ARCHITECTURAL DESIGN CANNOTBE ACHIEVED.5.A LIGHTING PLAN SHALL BE PROVIDED AT THE TIME OFBUILDING PERMIT REVIEW FOR REVIEW AND APPROVAL BYTHE CURRENT PLANNING PROJECT MANAGER.6.THE LOCATION OF THE REQUIRED BICYCLE PARKINGSHALL BE PROVIDED ON THE SITE PLAN AND A DETAIL OFTHE BICYCLE PARKING SHALL BE PROVIDED. THE REVISEDSITE PLAN AND BICYCLE PARKING DETAIL SHALL BEPROVIDED AT THE TIME OF BUILDING PERMIT REVIEW TOTHE CURRENT PLANNING PROJECT MANAGER FOR REVIEWAND APPROVAL.7.A SIDEWALK CONNECTION SHALL BE PROVIDED TO SE172ND STREET ALONG THE WESTERN PORTION OF THEPROJECT SITE.8.ALL PROPOSED LOADING AREAS SHALL BE SEPARATEDFROM PARKING AND PEDESTRIAN AREAS AND SHALL BELOCATED, DESIGNED AND SCREENED TO MINIMIZE VIEWS 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 DATE: FIELDBOOK: DRAWING NO: PAGE: SHEET: OF: SCALE: DESIGNED: DRAWN: CHECKED: APPROVED:NO.REVISION BY DATE APPR SURVEYED: VERTICAL: NAVD 1988 IF NOT ONE INCH ONE INCHAT FULL SCALE HORIZONTAL: NAD 1983/1991 SCALE ACCORDINGLY DATUMPlanning/Building/Public Works Dept. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS www.LDCcorp.com 20210 142nd Avenue NE Woodinville, WA 98072 Fx. 425.482.2893 Ph. 425.806.1869 Surveying Engineering Pl anning ANN I VE RS ARYth15 NC MEV MEV MEV LDC RENTON SPECIAL CARE COMMUNITY RENTON SPECIAL CARE COMMUNITY, LLC RENTON SPECIAL CARE - 16-137 04-08-17 ΟΘ9 06,////46ΚΤ≅9 06,////12Β906//1572Θ∆ΜΣΝΜ ΡΟ∆ΒΗ≅Κ Β≅Θ∆Σ∆Χ,3/,2851TOPOGRAPHIC 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. TOPOGRAPHIC DISCLAIMER 0 AS-BUILT DRAWINGS MEV 12-13-18KCOWLLIVE.KRAM REENIGNELANOISSEFORP DERETSIGER NOTGNIHSAWFOETATS 40908 KCOWLLIVE.KRAM REENIGNELANOISSEFORP DERETSIGER NOTGNIHSAWFOETATS 40908 12-13-18VICINITY MAPSCALE: 1"=2000' RENTON SPECIAL CARE COMMUNITYSCALE: 1" = 0 40' 40'40'80'COVER SHEET1"=30' CS-01 230AS-BUILT DRAWINGS TABLE OF CONTENTS 1 COVER SHEET2 EXISTING CONDITIONS MAP 3 HORIZONTAL CONTROL PLAN 4 SITE PLAN5 TESC PLAN 6-7TESC NOTES AND DETAILS 8 GRADING PLAN9 DETAILED GRADING PLAN10 {\Q15;ROAD AND STORM DRAINAGE PLAN}11-15{\Q15;ROAD AND STORM DRAINAGE PROFILES} 16 ROAD SECTIONS 17 {\Q15;STORM DRAINAGE DETENTION PLAN}18 {\Q15;COMPOSITE UTILITY PLAN}19-23{\Q15;NOTES AND DETAILS} WA-01 - WA-05 WATER PLANS SS-01 - SS-06SEWER PLANSL000 TREE INVENTORY AND RETENTION PLAN L100-L301 LANDSCAPE PLANS ES-01 - ES-03 LIGHTING PLANS70.30'(R4)661.35'(P) 661.23'(R2)719.94'(R3)158.38'(C)719.91'(M) N88%%D07'55"E N88%%D13'13"W 70.31'(C)158.39'(C)N88%%D07'55"W 300.54'(C)300.62'(P)139.15'(P)139.24'(C)70.34'(C)70.30'(R4)SE 172ND ST{BLOCK 4LOT 14} {BLOCK 4LOT 13} {BLOCK 4LOT 15} {BLOCK 4LOT 12} STORM PIPE STORM CLEAN OUT ROUND YARD DRAIN SQUARE YARD DRAIN TYPE 2 CATCH BASIN, SOLID LID TYPE 2 CATCH BASIN, GRATED LID TYPE 1 CATCH BASIN, SOLID LID TYPE 1 CATCH BASIN, GRATED LID SD CAP CONCRETE BLOCKING 90%%d BEND VALVE HYDRANT ASSEMBLY BLOW-OFF VALVE REDUCER AIR-VAC ASSEMBLY DESCRIPTIONSYMBOL PROPOSED WATER SYMBOLS PROPOSED STORM SYMBOLS SYMBOL DESCRIPTION WATER PIPE SEWER CLEANOUT SEWER MANHOLE DESCRIPTIONSYMBOL PROPOSED SEWER SYMBOLS SEWER PIPE EXISTING SYMBOLS DESCRIPTIONSYMBOL ABBREVIATIONS SANITARY SEWER MANHOLESSMH PP POWER POLE EXIST.EXISTING CATCH BASINCB PROPERTY LINE FLOWLINE%%132CENTERLINE CONCRETE PIPECP TYPICALTYP ELEVATIONEL R/W RIGHT-OF-WAY CMP CORRUGATED METAL PIPE INVERT ELEVATIONIE SS SANITARY SEWER STORM DRAINSD STATIONSTA LCPE LINED CORRUGATED POLYETHYLENE PIPE POLYVINYL CHLORIDE PIPEPVC SWPE SOLID WALL POLYETHYLENE PIPE TO BE REMOVEDTBR SEWER CAP LEGEND AND ABBREVIATIONS WATER METER S T FOUND CASED MONUMENT, AS NOTED FOUND REBAR & CAP, AS NOTED SET REBAR AND CAP STORM DRAIN MANHOLE STORM DRAIN CATCH BASIN SANITARY SEWER MANHOLE NATURAL GAS VALVE FIRE HYDRANT WATER VALVE WATER METER BOLLARD POWER POLE W/LIGHT TELEPHONE MANHOLE MAPLE TREE CEDAR TREE POWER POLE 299.81'(C) DRIVE A DRIVE A 58.68'(R2) SET REBAR AND CAPEMW LS#44651 108TH AVE SE 1274.24'(P)1275.03'(M)\pxql;FOUND REBAR AND CAP CRONES LIES 0.32' N17°W OF PROPERTY CORNER SET REBAR AND CAPEMW LS#44651 \pxt0;FOUND 1.5" PIPE 0.85' N11°W OF PROPERTY CORNER SET REBAR AND CAPEMW LS#44651 \pxql;FOUND CASED MONUMENT SET REBAR AND CAPEMW #44651 SET REBAR AND CAPEMW LS#44651 FOUND CASED MONUMENT W/TACK FOUNDCASEDMONUMENT SET REBAR AND CAPEMW LS#44651 \pxql;FOUND CASED MONUMENT LANDSCAPE NOTES \pxi-2,l2,t2;1.LANDSCAPE PLAN WILL BE REVISE TO MATCH STREET LIGHT LOCATIONS ON THE CIVIL PLANS AND TREE LOCATIONS WILL BE ADJUSTED ACCORDINGLY. 106TH AVE SE 3842.13'N56°49'35"W 2554.59'N30°05'55"E702.23'CITY OF RENTON MON#1862 (C, HORZONLY)COPPER PLUG WITH PUNCH ON A 4"X4"CONCRETE POST, IN CASE, DOWN 0.45'.PUBLISHED CO-ORDS:N=168056.01E=1300198.93FOUND CO-ORDS:N=168056.34 CITY OF RENTON MON#1640 (D, HORZ & ELEV)3" BRASS DISC STAMPED "KING COUNTY SURVEYMONUMENT", IN CASE, DOWN 1.0'.PUBLISHED CO-ORDS:N=170648.98E=1305835.75ELEV=466.09FOUND CO-OORDS:N=170649.17E=1305835.94ELEV=465.87 CITY OF RENTON MON#1915 (B, ELEV ONLY)COPPER PLUG IN A 3" CONCRETE FILLED PIPE IN AWSDOT CASE. DOWN 0.30'.PUBLISHED CO-ORDS:ELEV=380.86FOUND CO-OORDS:ELEV=380.70 AS-BUILT DRAWINGSRecord Drawings shall be prepared, stamped, and signed by a Professional Engineer or Professional Land Surveyor Licensed in the State of Washington. All plans showing as-built information in the Record Drawings and the cover sheet of the Record Drawings shall include a stamp that indicates that the plan sheet contains as-built information. The stamp shall be labeled “Construction Record Drawing”. The stamp shall indicate how the as-built information was obtained and that the professional stamping the plan sheet takes ownership for the contents of the plan sheet. Something like the following: SCALE: 1" = 0 20' 20'20'40' S T FOUND CASED MONUMENT, AS NOTED FOUND REBAR & CAP, AS NOTED SET REBAR AND CAP STORM DRAIN MANHOLE STORM DRAIN CATCH BASIN SANITARY SEWER MANHOLE NATURAL GAS VALVE FIRE HYDRANT WATER VALVE WATER METER BOLLARD POWER POLE W/LIGHT TELEPHONE MANHOLE MAPLE TREE CEDAR TREE POWER POLE LEGEND R-396202 EXISTING CONDITIONS MAP 1"=20' TO-01 2321FOUND CASED MONUMENTW/TACK N88%%D07'55"W158.39'(C)70.31'(C)N88%%D13'13"W 299.81'(C)139.24'(C)1275.03'(M)300.62'(P)300.54'(C)158.38'(C)139.15'(P)1274.24'(P)661.23'(R2)70.30'(R4)70.34'(C)70.30'(R4)661.35'(P) 719.91'(M)719.94'(R3)SSMHRIM=410.63'IE=397.96'(N,S,E 8" PVC) SSMHRIM=412.67'IE=398.48'(N,S,E,W)IE=404.71'(N,8") N88%%D07'55"E 106TH AVE SE 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. TOPOGRAPHIC DISCLAIMER CITY OF RENTON MON#1915 (B, ELEVONLY)COPPER PLUG IN A 3" CONCRETE FILLEDPIPE IN A WSDOT CASE. DOWN 0.30'.PUBLISHED CO-ORDS:ELEV=380.86FOUND CO-OORDS: 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 DATE: FIELDBOOK: DRAWING NO: PAGE: SHEET: OF: SCALE: DESIGNED: DRAWN: CHECKED: APPROVED:NO.REVISION BY DATE APPR SURVEYED: VERTICAL: NAVD 1988 IF NOT ONE INCH ONE INCHAT FULL SCALE HORIZONTAL: NAD 1983/1991 SCALE ACCORDINGLY DATUMPlanning/Building/Public Works Dept. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS www.LDCcorp.com 20210 142nd Avenue NE Woodinville, WA 98072 Fx. 425.482.2893 Ph. 425.806.1869 Surveying Engineering Pl anning ANN I VE RS ARYth15 NC MEV MEV MEV LDC RENTON SPECIAL CARE COMMUNITY RENTON SPECIAL CARE COMMUNITY, LLC RENTON SPECIAL CARE - 16-137 04-08-17 ΟΘ9 06,////46ΚΤ≅9 06,////12Β906//1572Θ∆ΜΣΝΜ ΡΟ∆ΒΗ≅Κ Β≅Θ∆Σ∆Χ,3/,28510 AS-BUILT DRAWINGS MEV 12-13-18KCOWLLIVE.KRAM REENIGNELANOISSEFORP DERETSIGER NOTGNIHSAWFOETATS 40908 KCOWLLIVE.KRAM REENIGNELANOISSEFORP DERETSIGER NOTGNIHSAWFOETATS 40908 12-13-183842.13'CITY OF RENTON MON#1640 (D, HORZ & ELEV)3" BRASS DISC STAMPED "KING COUNTY SURVEYMONUMENT", IN CASE, DOWN 1.0'.PUBLISHED CO-ORDS:N=170648.98E=1305835.75ELEV=466.09FOUND CO-OORDS:N=170649.17E=1305835.94ELEV=465.87 N56°49'35"W 2554.59' CITY OF RENTON MON#1862 (C, HORZ ONLY)COPPER PLUG WITH PUNCH ON A 4"X4"CONCRETE POST, IN CASE, DOWN 0.45'.PUBLISHED CO-ORDS:N=168056.01E=1300198.93FOUND CO-ORDS:N=168056.34E=1300199.16 AS-BUILT DRAWINGS PROJECT INFORMATIONSITE ADDRESS: TAX PARCELS: CURRENT ZONING: 17033 108TH AVE SE, RENTON, WA 98055 R-14 65,715 SF (1.51 AC) PROPOSED USE: 0087000285, 0087000293 FRONT:SETBACKS: GROSS SITE AREA: EXISTING USE: CURRENT COMP PLAN:R-14 15' REAR:10' SIDE: SIDE (ALONG STREET):15' PARKING REQUIRED: REQUIRED= PARKING PROVIDED:26 STALLS 25%%% REDUCTION= 4' COMPACT STALLS ALLOWABLE:8 STALLS COMPACT STALLS PROVIDED:7 STALLS ADA STALLS REQUIRED:2 STALLS ADA STALLS PROVIDED:2 STALLS WATER:SOOS CREEK WATER & SEWER DISTRICT SEWER: SCHOOL DISTRICT:RENTON #403 POWER:PSE FIRE DISTRICT:RENTON RFA GAS:PSE SOOS CREEK WATER & SEWER DISTRICT TELEPHONE:CENTURYLINK CABLE:COMCAST CONVALESCENT CENTER - CONDITIONAL USE SINGLE-FAMILY RESIDENTIAL REFUSE AND RECYCLING AREA PROVIDED: REQUIRED RECYCLE: REQUIRED GARBAGE:102 SF 51 SF OPEN SPACE REQUIREMENTS MINIMUM OPEN SPACE REQUIRED:0 SF IF THREE OR FEWER DWELLING UNITS 180 SF 26 STALLS 34 STALLS MAXIMUM BUILDING HEIGHT:35' 350 SF PER UNIT IF 4 OR MORE DWELLING UNITSIMPERVIOUS REQUIREMENTS MAXIMUM IMPERVIOUS:80%%% MAXIMUM LOT COVERAGE:65%%% NET SITE AREA 61,150 SF (1.40 AC) ROW DEDICATION AREA:4,565 SF (0.10 AC) NEW IMPERVIOUS:43,072 SF (70.40%%%) NEW PERVIOUS: LOT COVERAGE:17,306 SF (28.30%%%) 18,078 SF 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 LOT 14, BLOCK 4, AKER'S FARM NO. 5, ACCORDING TO THE PLAT THEREOF RECORDED INVOLUME 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 PLATTHEREOF RECORDED IN VOLUME 40 OF PLATS, PAGE 27, RECORDS OF KING COUNTY,WASHINGTON. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. LEGAL DESCRIPTIONSURVEY INFORMATIONEQUIPMENT & PROCEDURESVERTICAL DATUM - NAVD-88{\Q15;NORTH AMERICAN VERTICAL DATUM-1988}BENCHMARKBENCHMARK BASIS OF BEARING{\Q15;THE MONUMENTED CENTERLINE OF 108TH AVE. S.E., AS THE BEARING OF N 01%%D43'32" E} 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 DATE: FIELDBOOK: DRAWING NO: PAGE: SHEET: OF: SCALE: DESIGNED: DRAWN: CHECKED: APPROVED:NO.REVISION BY DATE APPR SURVEYED: VERTICAL: NAVD 1988 IF NOT ONE INCH ONE INCHAT FULL SCALE HORIZONTAL: NAD 1983/1991 SCALE ACCORDINGLY DATUMPlanning/Building/Public Works Dept. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS www.LDCcorp.com 20210 142nd Avenue NE Woodinville, WA 98072 Fx. 425.482.2893 Ph. 425.806.1869 Surveying Engineering Pl anning ANN I VE RS ARYth15 NC MEV MEV MEV LDC RENTON SPECIAL CARE COMMUNITY RENTON SPECIAL CARE COMMUNITY, LLC RENTON SPECIAL CARE - 16-137 04-08-17 ΟΘ9 06,////46ΚΤ≅9 06,////12Β906//1572Θ∆ΜΣΝΜ ΡΟ∆ΒΗ≅Κ Β≅Θ∆Σ∆Χ,3/,28510 AS-BUILT DRAWINGS MEV 12-13-18KCOWLLIVE.KRAM REENIGNELANOISSEFORP DERETSIGER NOTGNIHSAWFOETATS 40908 KCOWLLIVE.KRAM REENIGNELANOISSEFORP DERETSIGER NOTGNIHSAWFOETATS 40908 12-13-18R-396203 HORIZONTAL CONTROL PLAN 1"=20' HC-01 232\A1;15.6'\A1;45.9'\A1;101.3'\A1;101.3'\A1;52.6' \A1;52.6'\A1;100.2'\A1;57.8' 15.5'R/WDEDICATION\A1;23.6'\A1;30.5'\A1;20.5' 4.5' R/W DEDICATION 30'EX R/W\A1;30' \A1;EX R/W \A1;18.6'60'EX R/W10' LANDSCAPE BUFFER \A1;R25' \A1;R45'\A1;69.8'\A1;44.5'\A1;40.3'\A1;71' 30'EX R/W \A1;30'\A1;30'FOUND CASED MONUMENTW/TACK SCALE: 1" = 0 20' 20'20'40' N88%%D07'55"W158.39'(C)70.31'(C)N88%%D13'13"W 299.81'(C)139.24'(C)1275.03'(M)300.62'(P)300.54'(C)158.38'(C)139.15'(P)1274.24'(P)661.23'(R2)70.30'(R4)70.34'(C)661.35'(P) 719.91'(M) 3'X6' WATER EASEMENT(REC. NO. 8008130467)(TO BE RELINQUISHED) 719.94'(R3) N88%%D07'55"E INTERSECTION, ROAD %%132 STA 0+00.00, DRIVE A= STA 16+89.94, SE 172ND ST N=166701.26 E=1302727.41 N=166859.58 E=1302732.27 N=166929.86 E=1302734.43 N=166920.54 E=1303034.10 N=166711.06 E=1303027.78 N=166850.23 E=1303031.98 INTERSECTION, ROAD %%132 STA 5+19.12, DRIVE A= STA 12+13.23, 108TH AVE SE \A1;30'\A1;EX R/W15'x12' POWER ESMT 3'X6' WATER ESMT \A1;10' SDESMT 10' LANDSCAPE BUFFER 10' LANDSCAPE BUFFER 10' LANDSCAPE BUFFER \A1;10' SDESMT\A1;20' CITYEMERGENCYACCESS ESMT\A1;20' CITY EMERGENCYACCESS ESMT 16'WATER &SEWER ESMT 106TH AVE SE \A1;64.1'\A1;BUILDING SETBACK\A1;15.3' \A1;39'\A1;52.6'\A1;15.3' 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. TOPOGRAPHIC DISCLAIMER INTERSECTION, ROAD %%132 STA 20+00.00, SE 172ND ST STA 10+00.00, 108TH AVE SE= CITY OF RENTON MON#1915 (B, ELEV ONLY)COPPER PLUG IN A 3" CONCRETE FILLED PIPE IN AWSDOT CASE. DOWN 0.30'.PUBLISHED CO-ORDS:ELEV=380.86FOUND CO-OORDS:ELEV=380.70 N56°49'35"W 2554.59' CITY OF RENTON MON#1862 (C, HORZONLY)COPPER PLUG WITH PUNCH ON A 4"X4"CONCRETE POST, IN CASE, DOWN 0.45'.PUBLISHED CO-ORDS:N=168056.01E=1300198.93FOUND CO-ORDS:N=168056.34 N30°05'55"E702.23'3842.13'CITY OF RENTON MON#1640 (D, HORZ & ELEV)3" BRASS DISC STAMPED "KING COUNTY SURVEYMONUMENT", IN CASE, DOWN 1.0'.PUBLISHED CO-ORDS:N=170648.98E=1305835.75ELEV=466.09FOUND CO-OORDS:N=170649.17E=1305835.94ELEV=465.87 \A1;10'GASESMT\A1;10'GASESMT\A1;57' \A1;UTILITY ESMT \A1;20' SD ESMT\A1;UTILITY ESMT\A1;WIDTH VARIES\A1;18' WATER&SEWER \A1;15'WATERESMT\A1;10'WATERESMT\A1;15'WATERAS-BUILT DRAWINGS PROJECT INFORMATIONSITE ADDRESS: TAX PARCELS: CURRENT ZONING: 17033 108TH AVE SE, RENTON, WA 98055 R-14 65,715 SF (1.51 AC) PROPOSED USE: 0087000285, 0087000293 FRONT:SETBACKS: GROSS SITE AREA: EXISTING USE: CURRENT COMP PLAN:R-14 15' REAR:10' SIDE: SIDE (ALONG STREET):15' PARKING REQUIRED: REQUIRED= PARKING PROVIDED:26 STALLS 25%%% REDUCTION= 4' COMPACT STALLS ALLOWABLE:8 STALLS COMPACT STALLS PROVIDED:7 STALLS ADA STALLS REQUIRED:2 STALLS ADA STALLS PROVIDED:2 STALLS WATER:SOOS CREEK WATER & SEWER DISTRICT SEWER: SCHOOL DISTRICT:RENTON #403 POWER:PSE FIRE DISTRICT:RENTON RFA GAS:PSE SOOS CREEK WATER & SEWER DISTRICT TELEPHONE:CENTURYLINK CABLE:COMCAST CONVALESCENT CENTER - CONDITIONAL USE SINGLE-FAMILY RESIDENTIAL REFUSE AND RECYCLING AREA PROVIDED: REQUIRED RECYCLE: REQUIRED GARBAGE:102 SF 51 SF OPEN SPACE REQUIREMENTS MINIMUM OPEN SPACE REQUIRED:0 SF IF THREE OR FEWER DWELLING UNITS 180 SF 26 STALLS 34 STALLS MAXIMUM BUILDING HEIGHT:35' 350 SF PER UNIT IF 4 OR MORE DWELLING UNITSIMPERVIOUS REQUIREMENTS MAXIMUM IMPERVIOUS:80%%% MAXIMUM LOT COVERAGE:65%%% NET SITE AREA 61,150 SF (1.40 AC) ROW DEDICATION AREA:4,565 SF (0.10 AC) NEW IMPERVIOUS:43,072 SF (70.40%%%) NEW PERVIOUS: LOT COVERAGE:17,306 SF (28.30%%%) 18,078 SF 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 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 DATE: FIELDBOOK: DRAWING NO: PAGE: SHEET: OF: SCALE: DESIGNED: DRAWN: CHECKED: APPROVED:NO.REVISION BY DATE APPR SURVEYED: VERTICAL: NAVD 1988 IF NOT ONE INCH ONE INCHAT FULL SCALE HORIZONTAL: NAD 1983/1991 SCALE ACCORDINGLY DATUMPlanning/Building/Public Works Dept. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS www.LDCcorp.com 20210 142nd Avenue NE Woodinville, WA 98072 Fx. 425.482.2893 Ph. 425.806.1869 Surveying Engineering Pl anning ANN I VE RS ARYth15 NC MEV MEV MEV LDC RENTON SPECIAL CARE COMMUNITY RENTON SPECIAL CARE COMMUNITY, LLC RENTON SPECIAL CARE - 16-137 04-08-17 ΟΘ9 06,////46ΚΤ≅9 06,////12Β906//1572Θ∆ΜΣΝΜ ΡΟ∆ΒΗ≅Κ Β≅Θ∆Σ∆Χ,3/,2851TOPOGRAPHIC 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. TOPOGRAPHIC DISCLAIMER 0 AS-BUILT DRAWINGS MEV 12-13-18KCOWLLIVE.KRAM REENIGNELANOISSEFORP DERETSIGER NOTGNIHSAWFOETATS 40908 KCOWLLIVE.KRAM REENIGNELANOISSEFORP DERETSIGER NOTGNIHSAWFOETATS 40908 12-13-18\A1;16'9'TYP\A1;20'\A1;24'\A1;DRIVE AISLE\A1;20' \A1;DRIVE AISLE \A1;27'\A1;24'\A1;45.9'\A1;52.6'\A1;101.3'\A1;101.3' \A1;52.6' \A1;52.6'\A1;100.2'\A1;57.8'\A1;23.6'\A1;31.7'15.5' R/W DEDICATION 4.5' R/W DEDICATION \A1;8'22' PVMT\A1;30' EX R/W \A1;18.6'10' LANDSCAPE BUFFER \A1;20' CITYEMERGENCYACCESS ESMT\A1;R25' \A1;R45'\A1;69.8'\A1;24'\A1;DRIVE AISLE \A1;64.1'\A1;44.5'\A1;20'\A1;9'\A1;40.3'SCALE: 1" = 0 20' 20'20'40' \A1;11'22.2'PVMT \A1;26'128.72' LEGEND SEWER PIPE WATER PIPE STORM PIPE DRAIN PIPE ROOFLINE \A1;30'1275.03'(M)1274.24'(P)R-396204SITE PLAN1"=20' SP-01 233FOUND CASED MONUMENTW/TACK 9'TYP4.51'15.50' N88°07'55"E 273.74' COVERED REFUSE AND RECYCLING AREA DRIVE A 10' LANDSCAPE BUFFER FUTURE PAVEMENT AND ROAD WORK BY "AVANA RIDGE" DEVELOPMENT 15'x12' POWER ESMT. COVERED BIKE RACK 10' LANDSCAPE BUFFER 10' LANDSCAPE BUFFER 6' CEDAR FENCE TO BE INSTALLED DIRECTLY ADJACENT TO PROPERTY LINE SAW CUT LINE, TYP 6'{PRK}5'{BIKE} PER STD 104.3SEE DT-04 \A1;10' SDESMT EXISTING CULVERT TO BE REMOVED \A1;15.3'\A1;15.6'N=166929.86 E=1302734.43 N=166701.26 E=1302727.41 N=166859.58 E=1302732.27 N=166850.23 E=1303031.98 E=1303034.10 STORM DETENTIOM CLEAN OUT PERVIOUS PAVEMENT PROPOSED ASPHALT PROPOSED GRIND/OVERLAY YARD DRAIN 3'X6' WATER ESMT 30'EX R/W60'EX R/WSE 172ND STPER STD 104.3SEE DT-04 \A1;20'\A1;30'N=166711.06 E=1303027.78 30'EX R/W 661.35'(P) 661.23'(R2) 108TH AVE SE 106TH AVE SE \A1;15.3' \A1;39' \A1;20.5' N=166920.54 \A1;16'\A1;10'GASESMT\A1;8'8'PVMT\A1;18'\A1;10' SDESMT EXISTING LIGHT POLE TO BE REMOVED AND REPLACED\A1;20' SD ESMTEXISTING LIGHT POLE TO BE REMOVED AND REPLACED STOP SIGN \A1;20' CITY EMERGENCYACCESS ESMT AS-BUILT DRAWINGS 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 DATE: FIELDBOOK: DRAWING NO: PAGE: SHEET: OF: SCALE: DESIGNED: DRAWN: CHECKED: APPROVED:NO.REVISION BY DATE APPR SURVEYED: VERTICAL: NAVD 1988 IF NOT ONE INCH ONE INCHAT FULL SCALE HORIZONTAL: NAD 1983/1991 SCALE ACCORDINGLY DATUMPlanning/Building/Public Works Dept. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS www.LDCcorp.com 20210 142nd Avenue NE Woodinville, WA 98072 Fx. 425.482.2893 Ph. 425.806.1869 Surveying Engineering Pl anning ANN I VE RS ARYth15 NC MEV MEV MEV LDC RENTON SPECIAL CARE COMMUNITY RENTON SPECIAL CARE COMMUNITY, LLC RENTON SPECIAL CARE - 16-137 04-08-17 ΟΘ9 06,////46ΚΤ≅9 06,////12Β906//1572Θ∆ΜΣΝΜ ΡΟ∆ΒΗ≅Κ Β≅Θ∆Σ∆Χ,3/,2851TOPOGRAPHIC 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. TOPOGRAPHIC DISCLAIMER 0 AS-BUILT DRAWINGS MEV 12-13-18KCOWLLIVE.KRAM REENIGNELANOISSEFORP DERETSIGER NOTGNIHSAWFOETATS 40908 KCOWLLIVE.KRAM REENIGNELANOISSEFORP DERETSIGER NOTGNIHSAWFOETATS 40908 12-13-18R-396205 TESC PLAN 1"=20' ER-01 234IE=401.50 IE=401.50 40 LF 12" SD @ 15.0%%% 25 LF 12" SD @ 9.1%%% 63 LF 12" SD @ 9.5%%% IE=395.50 CLEARING LIMITS TESC POND, STD PLAN 216.00, ER-02 CLEARING AREA PROTECTED AREA SILT FENCE, STD. PLAN 214.00, ER-02 ROCK CONSTRUCTION ENTRANCE1 PRE DEVELOPMENT DRAINAGE PATTERN RIP RAP PAD INSTALL CHECK DAM EVERY 100' OR 2' OF ELEVATION CHANGE, STD. PLAN 217.40, ER-03 CONVEYANCE SWALE LEGEND SCALE: 1" = 0 20' 20'20'40' POST DEVELOPMENT DRAINAGE PATTERN 1 TBR TBR TBR 1.PRIOR TO ANY CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALLSCHEDULE AND ATTEND A PRE-CONSTRUCTION CONFERENCE WITH THE CITYOF RENTON STAFF. CESCL SHALL ATTEND CONFERENCE.2.FLAG CLEARING LIMITS.3.POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR.4.INSTALL CATCH BASIN PROTECTION ONSITE AND WITHIN 500'DOWNSTREAM OF SUBJECT PROPERTY.5.GRADE AND INSTALL ROCK CONSTRUCTION ENTRANCE.6.INSTALL FILTER FABRIC FENCE AND CONSTRUCTION FENCE AS SHOWN.7.CONSTRUCT SEDIMENT TRAP AND OUTFALL.8.GRADE AND STABILIZE CONSTRUCTION ROADS.9.CONSTRUCT SURFACE WATER CONTROLS (CONVEYANCE SWALES, CHECKDAMS AND TEMPORARY CULVERTS) SIMULTANEOUSLY WITH CLEARING ANDGRADING FOR PROJECT DEVELOPMENT.10.MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OFRENTON STANDARDS AND MANUFACTURER'S RECOMMENDATIONS.11.RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURESSO THAT AS SITE CONDITIONS CHANGE, THE EROSION AND SEDIMENTCONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY ESC MINIMUMREQUIREMENTS.12.COVER ALL AREAS WITHIN THE SPECIFIED TIME FRAME WITH STRAW,WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING, CRUSHED ROCK OREQUIVALENT.13.STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN 7 DAYS.14.SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30DAYS.15.CLEAN OUT STORM SYSTEM INCLUDING SEDIMENT TRAP ANDSTRUCTURES WHEN CONSTRUCTION IS COMPLETE AND SITE HAS STABILIZED.16.UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BESTABILIZED AND BEST MANAGEMENT PRACTICES REMOVED IF APPROPRIATE.CONSTRUCTION SEQUENCETBR TO BE REMOVED TEMPORARY STOCK PILE IE=395.50 IE=391.23 CATCH BASIN PROTECTION, STD PLAN 216.30, ER-03 TBRTBRTBR \pxqc;6' TALL CHAINLINK PROTECTIVE FENCE (5' BEYOND DRIP LINE) TBR TBRAS-BUILT DRAWINGS 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 DATE: FIELDBOOK: DRAWING NO: PAGE: SHEET: OF: SCALE: DESIGNED: DRAWN: CHECKED: APPROVED:NO.REVISION BY DATE APPR SURVEYED: VERTICAL: NAVD 1988 IF NOT ONE INCH ONE INCHAT FULL SCALE HORIZONTAL: NAD 1983/1991 SCALE ACCORDINGLY DATUMPlanning/Building/Public Works Dept. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS www.LDCcorp.com 20210 142nd Avenue NE Woodinville, WA 98072 Fx. 425.482.2893 Ph. 425.806.1869 Surveying Engineering Pl anning ANN I VE RS ARYth15 NC MEV MEV MEV LDC RENTON SPECIAL CARE COMMUNITY RENTON SPECIAL CARE COMMUNITY, LLC RENTON SPECIAL CARE - 16-137 04-08-17 ΟΘ9 06,////46ΚΤ≅9 06,////12Β906//1572Θ∆ΜΣΝΜ ΡΟ∆ΒΗ≅Κ Β≅Θ∆Σ∆Χ,3/,28510 AS-BUILT DRAWINGS MEV 12-13-18KCOWLLIVE.KRAM REENIGNELANOISSEFORP DERETSIGER NOTGNIHSAWFOETATS 40908 KCOWLLIVE.KRAM REENIGNELANOISSEFORP DERETSIGER NOTGNIHSAWFOETATS 40908 12-13-18R-396206 TESC NOTES AND DETAILS AS NOTED ER-02 235EROSION CONTROL NOTES 1.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITYOCCURS, A PRECONSTRUCTION MEETING MUST BE HELDWITH THE CITY OF RENTON, PUBLIC WORKS DESIGNENGINEER.2.ALL LIMITS OF CLEARING AND AREAS OF VEGETATIONPRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BECLEARLY FLAGGED IN THE FIELD AND OBSERVED DURINGCONSTRUCTION.3.ALL REQUIRED SEDIMENTATION/EROSION CONTROLFACILITIES MUST BE CONSTRUCTED AND IN OPERATIONPRIOR TO LAND CLEARING AND/OR CONSTRUCTION TOENSURE THAT SEDIMENT LADEN WATER DOES NOT ENTERTHE NATURAL DRAINAGE SYSTEM. ALL EROSION ANDSEDIMENT FACILITIES SHALL BE MAINTAINED IN ASATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARINGAND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FORON-SITE EROSION HAS PASSED. THE IMPLEMENTATION,MAINTENANCE, REPLACEMENT AND ADDITIONS TOEROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THERESPONSIBILITY OF THE PERMITTEE. 4.THE EROSION AND SEDIMENTATION CONTROL SYSTEMSDEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUMREQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. ASCONSTRUCTION PROGRESSES AND UNEXPECTED ORSEASONAL CONDITIONS DICTATE, THE PERMITTEE SHALLANTICIPATE THAT MORE EROSION AND SEDIMENTATIONCONTROL FACILITIES WILL BE NECESSARY TO ENSURECOMPLETE SILTATION CONTROL ON THE PROPOSED SITE.DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THEOBLIGATION AND RESPONSIBILITY OF THE PERMITTEE TOADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BYTHE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES,OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BENEEDED, TO PROTECT ADJACENT PROPERTIES AND WATERQUALITY OF THE RECEIVING DRAINAGE SYSTEM.5.APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATIONCONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OFSTORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES,RESTRICTORS, CHANNELS, OR RETENTION FACILITIES.6.DURING THE TIME PERIOD OF OCTOBER 1ST THROUGHAPRIL 30TH, ALL PROJECT DISTRIBUTED SOIL AREASGREATER THAN 5,000 SQUARE FEET, THAT ARE TO BE LEFTUN-WORKED FOR MORE THAN 12 HOURS, SHALL BE COVEREDBY MULCH, SODDING OR PLASTIC COVERING.7.IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATIONAND WHERE NO FURTHER WORK IS ANTICIPATED FOR APERIOD 30 DAYS OR MORE, ALL DISTURBED AREAS MUST BEIMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTINGOR OTHER APPROVED EROSION CONTROL TREATMENTAPPLICABLE TO THE TIME OF YEAR. GRASS SEEDING ALONEWILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRILTHROUGH SEPTEMBER, INCLUSIVE. SEEDING MAY PROCEED,HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE PERMITTEE, BUT MUST BE AUGMENTED WITH MULCHING,NETTING OR OTHER TREATMENT APPROVED BY THE CITY OFRENTON, OUTSIDE THE SPECIFIED TIME PERIOD.8.FOR ALL EROSION/SEDIMENTATION CONTROL PONDSWHERE THE DEAD STORAGE DEPTH EXCEEDS 6 INCHES, AFENCE IS REQUIRED WITH A MINIMUM HEIGHT OF THREE (3)FEET, 3:1 SIDE SLOPES.9.A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE, 24FEET X 50 FEET X 8 INCHES OF 4 TO 6 INCH QUARRY SPALLS 393.50 396.00 3:1 784 SF 397.00 16 SF 393.00 OUTLET INVERT ELEV. OVERFLOW ELEV. SIDE SLOPES TOP AREA (SF) TOP ELEVATION BOTTOM AREA (SF) BOTTOM ELEVATION TESC SEDIMENTATION POND 393.50ORIFICE INVERT ELEV. 1 1/8"%%CORIFICE SIZE 3.5' MIN. NOTE: \pxa0.5,t3;FOR POND, ORIFICE, EMERGENCY OVERFLOW SIZING SEE SWPPP APPENDIX A.AS-BUILT DRAWINGS 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 DATE: FIELDBOOK: DRAWING NO: PAGE: SHEET: OF: SCALE: DESIGNED: DRAWN: CHECKED: APPROVED:NO.REVISION BY DATE APPR SURVEYED: VERTICAL: NAVD 1988 IF NOT ONE INCH ONE INCHAT FULL SCALE HORIZONTAL: NAD 1983/1991 SCALE ACCORDINGLY DATUMPlanning/Building/Public Works Dept. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS www.LDCcorp.com 20210 142nd Avenue NE Woodinville, WA 98072 Fx. 425.482.2893 Ph. 425.806.1869 Surveying Engineering Pl anning ANN I VE RS ARYth15 NC MEV MEV MEV LDC RENTON SPECIAL CARE COMMUNITY RENTON SPECIAL CARE COMMUNITY, LLC RENTON SPECIAL CARE - 16-137 04-08-17 ΟΘ9 06,////46ΚΤ≅9 06,////12Β906//1572Θ∆ΜΣΝΜ ΡΟ∆ΒΗ≅Κ Β≅Θ∆Σ∆Χ,3/,28510 AS-BUILT DRAWINGS MEV 12-13-18KCOWLLIVE.KRAM REENIGNELANOISSEFORP DERETSIGER NOTGNIHSAWFOETATS 40908 KCOWLLIVE.KRAM REENIGNELANOISSEFORP DERETSIGER NOTGNIHSAWFOETATS 40908 12-13-18R-396207 TESC NOTES AND DETAILS AS NOTED ER-03 236AS-BUILT DRAWINGS EARTHWORK QUANTITIES CUT: FILL: DISTURBED/CLEARING AREA: 7,466 CY (10,500 TONS) 4,991 CY (7,000 TONS) 87,170 SF (2.00 AC) NET:2,2475 CY FILL/IMPORT (3,500 TONS) *NOTE:NET EARTHWORK VOLUME ESTIMATE ASSUMES 50%%% OF EXCAVATED SOILS WILL BE UNSUITABLE FOR SITE BACKFILL USE. 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 DATE: FIELDBOOK: DRAWING NO: PAGE: SHEET: OF: SCALE: DESIGNED: DRAWN: CHECKED: APPROVED:NO.REVISION BY DATE APPR SURVEYED: VERTICAL: NAVD 1988 IF NOT ONE INCH ONE INCHAT FULL SCALE HORIZONTAL: NAD 1983/1991 SCALE ACCORDINGLY DATUMPlanning/Building/Public Works Dept. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS www.LDCcorp.com 20210 142nd Avenue NE Woodinville, WA 98072 Fx. 425.482.2893 Ph. 425.806.1869 Surveying Engineering Pl anning ANN I VE RS ARYth15 NC MEV MEV MEV LDC RENTON SPECIAL CARE COMMUNITY RENTON SPECIAL CARE COMMUNITY, LLC RENTON SPECIAL CARE - 16-137 04-08-17 ΟΘ9 06,////46ΚΤ≅9 06,////12Β906//1572Θ∆ΜΣΝΜ ΡΟ∆ΒΗ≅Κ Β≅Θ∆Σ∆Χ,3/,2851TOPOGRAPHIC 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. TOPOGRAPHIC DISCLAIMER 0 AS-BUILT DRAWINGS MEV 12-13-18KCOWLLIVE.KRAM REENIGNELANOISSEFORP DERETSIGER NOTGNIHSAWFOETATS 40908 KCOWLLIVE.KRAM REENIGNELANOISSEFORP DERETSIGER NOTGNIHSAWFOETATS 40908 12-13-18T B409.1402.0 7.1\A1;24'\A1;20'\A1;8' \A1;8' \A1;30' EX R/W SCALE: 1" = 0 20' 20'20'40' 15.5' R/W DEDICATION LEGEND SEWER PIPE WATER PIPE STORM PIPE DRAIN PIPE ROOFLINE STORM DETENTIOM CLEAN OUT PERVIOUS PAVEMENT 22'PVMT \A1;22.2' \A1;PVMT30'EX R/W \A1;30' R-396208GRADING PLAN1"=20' GR-01 2370.5%0.8% 0.5%0.5%0.8% 0.5% 0.6%1.0%1.0% 1.0% 1.0%0.9%0.5% 0.6%0.6%0.6%%% 410.44410.50410.45 410.502.93% 2.75% 2.5%0.75% 3.1% 2.0% 1.8% 2.7%2.0%1.0%3.0%3.0%1.9%2.0%0.5%0.5%1.0%1.0%1.5% 2.5% 1.0%6.4%1.0%5.9%%%10' LANDSCAPE BUFFER 20' CITY EMERGENCY ACCESS ESMT 0.5%%%0.5%0.5%%% 2.0% NOTE 1.SEE SHEET GR-02 FOR ADDITIONAL DETAILED GRADING.2.SEE APPROVED BUILDING PERMIT B17004403 FOR CONSTRUCTIONDETAILS FOR RETAINING WALLS. 3.THE RETAINING WALL ADJACENT TO COTTAGE D WILL NOT CUASE ATRAFFIC VISION HAZARD FOR DRIVERS EXITINGONTO SE 172ND STREETBECAUSE THE FACE OF THE RETAINING WALL IS SET BACK 33 FEET FROMTHE FACE OF CURB NEAR THE EXIT. THE WALL WILL NOT OBSTRUCT ANYPORTION OF THE DRIVER'S VIEW OF SE 172ND AS THE VEHICLE. 1.0%%%12.2%%%FUTURE PAVEMENT AND ROAD WORK BY "AVANA RIDGE" DEVELOPMENT 15'x12' POWER ESMT.1.0%%%10' LANDSCAPE BUFFER T B 410.1405.34.8T B 410.0 407.9 2.1 10' LANDSCAPE BUFFER 10' LANDSCAPE BUFFER5.2%%%T B 408.2404.6 3.6T B 406.1402.1 4 T B 404.7 401.1 3.6 4.5' R/W DEDICATION T B409.0 407.2 1.8 PROPOSED ASPHALT PROPOSED GRIND/OVERLAY YARD DRAIN EXISTING CULVERT TO BE REMOVED LIMITS OFFUTURERESTORATION BY"AVANA RIDGE" LIMITS OF FUTURE RESTORATION BY"AVANA RIDGE"16+45.93, 18.00' 10' LANDSCAPE BUFFER T B 410.1409.01.13'X6' WATER ESMT \A1;18'\A1;PVMT30'EX R/W\A1;1'\A1;30'\A1;26'\A1;PVMT\A1;10' SDESMT \A1;10'GASESMT\A1;20' CITYEMERGENCYACCESS ESMT\A1;10' SDESMT T B410.1403.5 6.6 T B409.1402.6 6.5T B409.1402.3 6.8 T B409.1402.7 6.4 T B 409.1403.1 6 T B 410.1405.0 5.1 AA \A1;57' \A1;UTILITY ESMT T B409.1403.35.8 B B T B 410.1403.36.8CONNECT DRAIN LINE TO CONTROL STRUCTURE \A1;20' SD ESMT16'WATER &SEWER ESMT 410.46SPOT ELEVATIONS WERE NOT AS-BUILTAS-BUILT NOTEAB AB AB AB AB ABAB AB AB ABABAB AB AB AB AB AS-BUILT DRAWINGS 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 DATE: FIELDBOOK: DRAWING NO: PAGE: SHEET: OF: SCALE: DESIGNED: DRAWN: CHECKED: APPROVED:NO.REVISION BY DATE APPR SURVEYED: VERTICAL: NAVD 1988 IF NOT ONE INCH ONE INCHAT FULL SCALE HORIZONTAL: NAD 1983/1991 SCALE ACCORDINGLY DATUMPlanning/Building/Public Works Dept. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS www.LDCcorp.com 20210 142nd Avenue NE Woodinville, WA 98072 Fx. 425.482.2893 Ph. 425.806.1869 Surveying Engineering Pl anning ANN I VE RS ARYth15 NC MEV MEV MEV LDC RENTON SPECIAL CARE COMMUNITY RENTON SPECIAL CARE COMMUNITY, LLC RENTON SPECIAL CARE - 16-137 04-08-17 ΟΘ9 06,////46ΚΤ≅9 06,////12Β906//1572Θ∆ΜΣΝΜ ΡΟ∆ΒΗ≅Κ Β≅Θ∆Σ∆Χ,3/,28510 AS-BUILT DRAWINGS MEV 12-13-18KCOWLLIVE.KRAM REENIGNELANOISSEFORP DERETSIGER NOTGNIHSAWFOETATS 40908 KCOWLLIVE.KRAM REENIGNELANOISSEFORP DERETSIGER NOTGNIHSAWFOETATS 40908 12-13-18SCALE: 1" = 0 10' 10'10'20' R-396209 DETAILED GRADING PLAN AS NOTED GR-02 2381.0%4.89%1.5%0.6%1.0%1.0%1.0%5.0% 1.5%5.2% 3.3% 7.7%1.0%1.0%2.0%2.0%4.0%1.0%1.0%4.5%1.5%1.0%2.0%4.0% 6.7%%% 6.9%%% 2.9% 4.4% SCALE: 1"=10'SE 172ND ST AND 108TH AVE SESCALE: 1"=10'SE 172ND ST AND DRIVE ADRIVE A 108TH AVE SE SE 172ND STCURB RETURN #1 %%130=86°24'36" R=30.0' L=45.24' A B0+0010+0017+00 19+00 20+00 NOTES \pxi-2,l2,t2;1.SEE RENTON STANDARD PLANS FOR DRIVEWAY STANDARDS COR STD PLAN 104.3 TYPE R1B 2 GB 1 2 2 2 2 1 1 2 GB GB GB GB GB B A KEY MAP NOT TO SCALE ADA RAMP NOTES1 2 CURB RETURN #2 %%130=99°59'58" R=30.0' L=52.36' 1 1.4%%% 6.4%%%1.4%%%1 4.5% 2 STA 19+42.4 8.0' RTSTA 19+70.5 44.2' RT C A B D DRIVE A5.0%%%1.5%%%4.9% 6.4%%%6.5%%%0.8%1.5%%%5.0%4.0%0.8%%%0.7%%%3.0%1.92%1.5%5.0%1.5%1.5%2.0%4.10% 3.0% 5.74%1.5%6.25%2 2 4.8%%% 5.2%%% 1.5%%%4.8%%%1.7%%%1.7%%%STA 10+44.83 22.00' LT STA 19+50.9 18.00' LTSCALE: 1"=10'C 108TH AVE SE DRIVE A C SE 172ND ST108TH AVE SE SE 172ND STTOPOGRAPHIC 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. TOPOGRAPHIC DISCLAIMER 6.9%%% 2.5%%%7.0%%%1.4%%%0.7%%% 4.4% 2.6%%%7.5%%%7.5%%%1.3%%%1.3%%%5.4%%%7.5%1.5%\A1;5.41\A1;5.07 \A1;7.54\A1;5.3\A1;4\A1;15.39\A1;6.14 SPOT ELEVATIONS WERE NOT AS-BUILTAS-BUILT DRAWINGS 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 DATE: FIELDBOOK: DRAWING NO: PAGE: SHEET: OF: SCALE: DESIGNED: DRAWN: CHECKED: APPROVED:NO.REVISION BY DATE APPR SURVEYED: VERTICAL: NAVD 1988 IF NOT ONE INCH ONE INCHAT FULL SCALE HORIZONTAL: NAD 1983/1991 SCALE ACCORDINGLY DATUMPlanning/Building/Public Works Dept. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS www.LDCcorp.com 20210 142nd Avenue NE Woodinville, WA 98072 Fx. 425.482.2893 Ph. 425.806.1869 Surveying Engineering Pl anning ANN I VE RS ARYth15 NC MEV MEV MEV LDC RENTON SPECIAL CARE COMMUNITY RENTON SPECIAL CARE COMMUNITY, LLC RENTON SPECIAL CARE - 16-137 04-08-17 ΟΘ9 06,////46ΚΤ≅9 06,////12Β906//1572Θ∆ΜΣΝΜ ΡΟ∆ΒΗ≅Κ Β≅Θ∆Σ∆Χ,3/,2851TOPOGRAPHIC 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. TOPOGRAPHIC DISCLAIMER 0 AS-BUILT DRAWINGS MEV 12-13-18KCOWLLIVE.KRAM REENIGNELANOISSEFORP DERETSIGER NOTGNIHSAWFOETATS 40908 KCOWLLIVE.KRAM REENIGNELANOISSEFORP DERETSIGER NOTGNIHSAWFOETATS 40908 12-13-1829 LF 8" PVC @ 4.83%%% 71 LF 8" PVC @ 2.50%%% 200 LF 12" PVC @ 1.78%%% \A1;15' \A1;27.7'\A1;24'\A1;DRIVE AISLE\A1;24'\A1;DRIVE AISLELEGEND SEWER PIPE WATER PIPE STORM PIPE DRAIN PIPE SCALE: 1" = 0 20' 20'20'40' 2' ROOFLINE NOTES 1.ALL ROOF DRAIN PIPE IS 6"%%C AT 2.0% MIN SLOPE UNLESS OTHERWISESPECIFIED.2.SEE SHEET RD-02-RD-06 FOR ROAD AND STORM DRAINAGE PROFILES.3.SEE SHEET SD-01 FOR STORM DRAINAGE DETENTION PIPE DETAILS. 22'PVMT \A1;22.7' \A1;PVMT30'R/W \A1;30'\A1;30'R-396210 ROAD AND STORM DRAINAGE PLAN 1"=20' RD-01 230/CB-A17 CB-A16 EX-CB \A1;30'\A1;35'\A1;35' \A1;23'\A1;23'\A1;23'ZERO HEIGHT CONCRETE CURB FROMSTA 3+53 - STA 4+63SEE DT-03 CONCRETE VALLEY GUTTERFROM STA 2+44 -STA 3+53. SEE DT-03 #UTILITY CROSSING PIPE CROSSING TABLE8" PVC PIPE BOTTOM=400.88 12" SS TOP=399.01 8" PVC PIPE BOTTOM=403.75 8" WATER TOP=402.25 STA 1+23.22, 22.00' RT. (DRIVE A) 1 2 PIPE SEPARATION=1.87' STA 1+23.22, 30.40' RT. (DRIVE A) PIPE SEPARATION=1.50' 2 1 RIM=410.35 IE=408.25 RIM=410.30 IE=403.68 RIM=410.40 IE=404.14 RIM=410.30 IE=404.74 RIM=410.32 IE=407.46 RIM=410.37 IE=405.22 RIM=408.0 IE=405.50 FILTERRA 10'X6' ENHANCED WATER QUALITY TREATMENT VAULT 30'R/W 470 LF 8'%%C STORMWATER DETENTION TANK SEE SHEET SD-01 FOR ADDITIONAL DETAILS CB-4,TYPE-1 STA. 1+23.22, 9.22' LT CB-5,CONCRETE INLET STA. 2+07.40, 16.19' LT CB-6,CONCRETE INLET STA. 2+43.92, 9.25' RT CB-7,TYPE 1 STA. 3+52.81, 9.25' RT CB-2 TYPE-2 CONTROL STRUCTURE STA. 0+73.24, 1.57' LT CB-1,TYPE-2-48" STA. 0+16.76, 5.95' LT CB-16,TYPE-2-48" STA. 16+60.71, 2.69' LT 36 LF 6" PVC @ 8.97%%% CB-10,TYPE-2-48" W/ SOLID LOCKING LID STA. 1+33.23, 18.50' RT CB-3,TYPE-1 W/ SOLID LOCKING LID STA. 0+73.29, 13.59' LT CB-8,TYPE-2-48" W/ SOLID LOCKING LID STA. 1+23.22, 41.27' RT \A1;20' CITYEMERGENCYACCESS ESMTFUTURE PAVEMENT AND ROAD WORK BY "AVANA RIDGE" DEVELOPMENT 92 LF 8" PVC @ 2.09%%% 15'x12' POWER ESMT. SEE PERVIOUS PAVEMENT DETAIL DT-01 SEE PERVIOUS PAVEMENT DETAIL DT-01\A1;25'10' LANDSCAPE BUFFER 10' LANDSCAPE BUFFER 12" PVC PIPE=391.64 8" SS TOP=389.22 3 STA 16+98.98, 17.11' LT. (SE 172ND ST) PIPE SEPARATION=2.42' CB-6-A,CONCRETE INLET STA. 3+15.79, 7.34' RT CB-1-A,TYPE 1 STA. 17+95.95, 17.22' LT 3 37 LF 8" PVC @ 2.50%%% 8" PVC PIPE=400.52 8' DETENTION PIPE TOP=399.00 4 STA 1+23.22, 1.48' LT. (DRIVE A) PIPE SEPARATION=1.52' 8" PVC PIPE=402.42 8' DETENTION PIPE TOP=399.00 5 STA 2+10.17, 10.21' LT. (DRIVE A) PIPE SEPARATION=3.42' 4 5 CB-11,TYPE-1 STA. 10+47.04, 21.20' LT 95 LF 12" PVC @ 0.47%%% CB-12,TYPE-1 STA. 10+47.04, 46.26' LT 111 LF 12" PVC @ 5.29%%% EXISTING CULVERT TO BE REMOVED 12 LF 8" PVC @ 2.00%%% 44 LF 8" PVC @ 2.00%%% STORM DETENTIOM CLEAN OUT PERVIOUS PAVEMENT PROPOSED ASPHALT PROPOSED GRIND/OVERLAY YARD DRAIN DOWNSPOUT RAISE TO FINISH GRADE 108TH AVE SE \A1;26'\A1;30'SE 172ND ST3'X6' WATER ESMT 134 LF 12" PVC @ 1.98%%% 25 LF 12" PVC @ 0.47%%% 50 LF 8" PVC @ 2.00%%% 12 LF 8" PVC @ 6.00%%% 10' LANDSCAPE BUFFER 10' LANDSCAPE BUFFER CB-13,TYPE-2-48"%%C STA. 11+42.04, 46.87' LT 30 LF 12" PVC @ 0.60%%%COTTAGE BCOTTAGE A\A1;10' SDESMT\A1;10'GASESMTCB-9,TYPE-1 W/ SOLID LOCKING LID STA. 11+05.62, 68.11' LT COTTAGE CCOTTAGE DCB-14,TYPE-2-48"%%c W/ SOLID LOCKING LID STA. 11+71.75, 42.70' LT CB-15,TYPE-2-48"%%c W/ SOLID LOCKING LID STA. 4+12.76, 7.40' RT 72 LF 12" PVC @ 0.50%%%\A1;20'\A1;SD ESMT60 LF 8" PVC @ 0.56%%% 57'UTILITY ESMT RETAINING WALL DRAIN LINE STOP SIGN \A1;20' \A1;DRIVE AISLE SEE PAVEMENT SECTIONON SHEET RD-07 \A1;9'\A1;10' SDESMT STA. 11+43.01, 47.61' LT STA. 3+15.83, 7.36' RT STA. 0+73.64, 1.88' LT STA. 0+73.32, 13.40' LT STA. 1+22.75, 9.43' LT STA. 2+06.59, 16.74' LT STA. 16+60.08, 9.23' LT STA. 17+96.77, 16.93' LT STA. 10+46.85, 46.12' LT STA. 11+05.93, 67.66' LT STA. 11+71.49, 41.77' LT STA. 4+14.03, 8.14' RT STA. 3+52.74, 9.21' RT STA. 2+43.95, 9.54' RT STA. 1+31.38, 20.56' RT STA. 1+24.10, 41.27' RT STA. 10+43.59, 21.23' LT 25 LF 12" PVC @ 1.28%%% 96 LF 12" PVC @ 0.52%%% 200 LF 12" PVC @ 1.64%%% 29 LF 12" PVC @ 0.83%%% 72 LF 12" PVC @ 0.58%%% 61 LF 8" PVC @ 0.59%%%35 LF 8" PVC @ 2.80%%%45 LF 8" PVC @ 1.94%%% 73 LF 8" PVC @ 2.23%%%91 LF 8" PVC @ 2.17%%% 11 LF 8" PVC @ 1.50%%% 28 LF 8" PVC @ 1.80%%% 12 LF 8" PVC @ 31.96%%% 56 LF 12" PVC @ 2.07%%% STA. 16+86.26, 17.86' LT 57 LF 12" PVC @ 1.37%%% 136 LF 12" PVC @ 1.92%%% 51 LF 8" PVC @ 2.33%%% 111 LF 12" PVC @ 5.12%%% 12 LF 12" PVC @ 0.51%%% 12 LF 12" PVC @ 1.00%%%AS-BUILT DRAWINGSthere was a n approved revision to replace this with a concrete inlet per std plan 200.30. was this changed? 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50388.0389.6390.9393.1394.5395.8396.6397.8398.9400.0400.6401.9403.1403.7404.5405.3406.3407.6409.8415.8SE 172ND STSCALE:HOR: VER: 1"=20' 1"=10' RIM= IE=388.06STA. 15+51.14, 16.25' LT. CB-A16,TYPE 2-60" W/ SOLID LOCKING LID IE=388.06 (12"%%C) E RIM=395.96 STA. 16+60.71, 2.69' RT. EX CB,TYPE 2-48" W/ SOLID LOCKING LID IE=390.84 IE=390.84 (12"%%C) SCB-A17,TYPE 2-48" RIM= IE=388.17 STA. 15+58.37, %%132 W/ SOLID LOCKING LID 12 L.F. 12" PVC @ 1.00%%% RIM=396.22 STA. 16+60.71, 11.19' RT. CB-16,TYPE 2-48" CURB INLET, SEE DT-01 IE=390.96 (12"%%C) N AVANA RIDGE PROPOSED AVANA RIDGE PROPOSED RIM=397.74 IE=390.72 (12"%%C) W,E,N CB-1,TYPE 2-48" STA. 16+85.07, 17.09' RT. W/ OPEN GRATE EXISTING GRADEAT ROAD %%132 PVI EL=410.00PVI STA=19+78.00PVI EL=408.01PVI STA=19+40.005.24% 6.41% 20+00 360 380 400 420 340INTERSECTION, ROAD %%132STA 0+00.00, DRIVE AEL=398.04STA 20+00.00, SE 172ND ST=INTERSECTION, ROAD %%132STA 10+00.00, 108TH AVE SEEL=411.41FG RIM=396.55 {\C251;391.20}* (12") SE,W * 18 L.F. 12" PVC @ 0.61%{\C7;*} (12"%%C) E, NW{\C6;*} 391.17{\C6;*} (12"%%C) W{\C6;*}END PVMTFINISHED GRADEAT ROAD %%132 RIM=401.60 IE=396.60 (12"%%C) W CB-1-A,TYPE 1 STA. 17+95.95, 17.22' LT. W/ OPEN GRATE FINISHED GRADEAT ROAD %%132EXISTING GRADEAT ROAD %%132 5.74%395.76397.20398.45399.48\A1;60' VC 402.94403.85404.873.37%400.41401.26402.104.35%405.965.15%407.24408.53409.846.41% PVI STA=18+50.00PVI EL={403.78}K=60.83 PVT EL=405.09PVT STA=18+80.00PVT EL=402.77PVT STA=18+20.00PVI EL=406.00PVI STA=19+01.00PVI EL=400.00PVI STA=17+37.72PVI EL=398.00PVI STA=16+88.95EXIST CULVERT IE=399.22 (12"%%C CMP) E 4.10% 5.24% IE=390.96 (12"%%C) S EXISTING 102 L.F. 12" PVC @ 2.62%%% 134 L.F. 12" SD @ 1.98%%% 111 L.F. 12" SD @ 5.29%%%395.93397.06398.10399.24400.56401.43402.19403.00404.06404.95406.20407.45408.50410.39IE=387.59 (12"%%C) EIE=387.61 (12"%%C) SE IE=387.79 (12"%%C) W RIM=391.04 STA 15+50.75, 17.75' LT IE=388.05 (12"%%C) E RIM=390.68STA 15+58.62, 2.22' RT IE=390.65 (12"%%C) S,W IE=392.65 (12"%%C) E RIM=395.82 STA 16+60.57, 2.53' LT STA 16+60.18, 9.23' RT IE=390.59 (12"%%C) SIE=390.71 (12"%%C) N RIM=396.83 STA 16+86.26, 17.86' LT IE=390.20 (12"%%C) N,W IE=390.23 (12"%%C) E RIM=397.68 STA 17+96.77, 16.93' LT IE=395.91 (12"%%C) W RIM=401.94 136 L.F. 12" SD @ 1.92%%% 111 L.F. 12" SD @ 5.12%%% 12 L.F. 12" PVC @ 0.51%%% 20 L.F. 12" PVC @ 1.40% 4.33%%% 4.39%%% 3.61%%% 5.05%%% 4.87%%%6.70%%%PVI EL=406.20PVI EL=408.10PVI EL=410.78PVT EL=405.14PVT EL=402.90PVI EL=399.93PVI EL=397.79EL=395.93EL=397.79STA=16+46.00, {\C6;EL=395.54}404.06 STA 16+89.94, SE 172ND ST=TYPE 2-48"%%C IE=387.89 (12"%%C) NW 360 380 400 420 340 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 DATE: FIELDBOOK: DRAWING NO: PAGE: SHEET: OF: SCALE: DESIGNED: DRAWN: CHECKED: APPROVED:NO.REVISION BY DATE APPR SURVEYED: VERTICAL: NAVD 1988 IF NOT ONE INCH ONE INCHAT FULL SCALE HORIZONTAL: NAD 1983/1991 SCALE ACCORDINGLY DATUMPlanning/Building/Public Works Dept. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS www.LDCcorp.com 20210 142nd Avenue NE Woodinville, WA 98072 Fx. 425.482.2893 Ph. 425.806.1869 Surveying Engineering Pl anning ANN I VE RS ARYth15 NC MEV MEV MEV LDC RENTON SPECIAL CARE COMMUNITY RENTON SPECIAL CARE COMMUNITY, LLC RENTON SPECIAL CARE - 16-137 04-08-17 ΟΘ9 06,////46ΚΤ≅9 06,////12Β906//1572Θ∆ΜΣΝΜ ΡΟ∆ΒΗ≅Κ Β≅Θ∆Σ∆Χ,3/,28510 AS-BUILT DRAWINGS MEV 12-13-18KCOWLLIVE.KRAM REENIGNELANOISSEFORP DERETSIGER NOTGNIHSAWFOETATS 40908 KCOWLLIVE.KRAM REENIGNELANOISSEFORP DERETSIGER NOTGNIHSAWFOETATS 40908 12-13-18R-396211 ROAD AND STORM DRAINAGE PROFILES AS NOTED RD-02 2300SCALE: 1" = 0 20' 20'20'40' CB-1 CB-16 CB-A16 EX-CB *NOTE \pxt3;VERTICAL INFORMATION PROVIDED BY AVANA RIDGE APPROVED PROPOSED PLANS AS-BUILT ELEVATIONS MAY VARY. CONTRACTOR TO VERIFY ELEVATION PRIOR TO ORDERING MATERIALS. \A1;PROPOSED 4.5' R/W DEDICATION \A1;60'\A1;EX R/W\A1;64.5'SEWER PIPE WATER PIPE STORM PIPE LEGENDSE 172ND ST108TH AVE SE 15+00 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. TOPOGRAPHIC DISCLAIMER NOTE SCALE: 1" = 0 20' 20'20'40' CB-1-A DRIVE A RAISE LID TO FINISHED GRADE AND REPLACE W/ SOLID LOCKING LID EXISTING CULVERT TO BE REMOVED EXISTING CULVERT TO BE REMOVED PERVIOUS PAVEMENT PROPOSED ASPHALT PROPOSED GRIND/OVERLAY 134 LF 12" PVC 3'X6' WATER ESMT 111 LF 12" PVC 12 LF 12" PVC \A1;26'CB-A17 18 LF 12" PVC 102 LF 12" PVC 111 LF 12" PVC 136 LF 12" PVC 12 LF 12" PVC 20 LF 12" PVC AS-BUILT DRAWINGS 360 380 400 420 0+00 0+50 1+00 1+50 2+00398.3398.5401.4403.1403.4404.5406.3408.3409.8340 CB-1,TYPE 2-48" SEE SE 172ND ST PROFILE, CB-2,TYPE 2-54" RIM=400.65 IE=394.89 STA. 0+73.24, 1.57' LT. (8"%%C) W IE=391.50 (36"%%C) N CONTROL STRUCTURE CB-3,TYPE 1 RIM=400.56 IE=395.61 W/ SOLID LICKING LID (8"%%C) N, E 12 L.F. 8" PVC @ 6.00%%% MODULAR WETLAND OUTFALL RIM= 402.55 STA. 1+01.78, 13.59' LT. MODULAR WETLAND INTAKE IE=400.11 STA. 1+11.79, 13.59' LT. (8"%%C) N CB-8,TYPE 2-48" SEE COURT YARD, RD-06 STA. 1+23.22, 41.27' RT. RIM=404.86 IE=391.50 STA. 1+33.23, 18.50' RT. (36"%%C) N 12 L.F. 8" PVC @ 2.00%%% CB-4,TYPE 1 RIM=403.05 IE=400.35 STA. 1+23.22, 9.22' LT. (8"%%C) N CB-5,CONCRETE INLET RIM=406.08 IE=402.27 STA. 2+07.40, 16.19' LT. (6"%%C) E,S 29 L.F. 8" PVC @ 4.83%%% IE=397.20 (8"%%C) S RIM= 402.55 CROSSING #1 STA. 1+23.31, 21.98' RT.12" SD IE=400.88 8" SS CROWN=399.01 SEPARATION=1.87' IE=402.10 (8"%%C) E 50 L.F. 8" PVC @ 2.00%%% SHEET RD-02 FINISHED GRADEAT DRIVE AISLE %%132 EXISTING GRADEAT DRIVE AISLE %%132 DRIVE AHOR: VER:399.29400.78402.08403.38404.43405.27406.19407.30PVI EL=400.00PVI STA=0+60.00PVI EL=404.00PVI STA=1+37.00PVI EL=405.83PVI STA=1+92.00SCALE:1"=20' 1"=10'STA 0+00.00, DRIVE A=INTERSECTION, ROAD %%132STA 16+89.94, SE 172ND STEL=398.04R/W LINEIE=400.35 (8"%%C) E,SPVI STA=0+32.50PVI EL=398.0636 L.F. 4" PVC @ 8.97%%% IE=391.50 (12"%%C) S STA. 0+73.29, 13.59' LT. CB-10,TYPE 2-48" W/ SOLID LOCKING LID 96"%%C DETENTION PIPE 3.33% 4.44% INLET-1 STA. 1+27.14, 4.5 LT RIM=403.40 INLET-2 STA. 1+77.43, 5.5 RT RIM=405.46 INLET-4 STA. 1+87.14, 4.5 LT RIM=405.58 INLET-3 STA. 1+77.47 15.5 RT RIM=406.51 FINISHED GRADEAT DRIVE AISLE %%132EXISTING GRADEAT DRIVE AISLE %%132 5.19% 7.05% 92 L.F. 8" PVC @ 2.09%%% 57 L.F. 12" SD @ 1.37% STA 0+73.64, 1.88' LT IE=391.49 (12"%%C) NIE=392.00 (8"%%C) W RIM=400.77 IE=391.36 (12"%%C) S STA 0+73.32, 13.40' LT IE=395.69 (8"%%C) N,E RIM=400.63 12 L.F. 8" PVC @ 31.96%%% STA 1+01.07, 13.59' LT IE=396.18 (8"%%C) SRIM=402.81 STA 1+11.93, 11.50' LT IE=400.21 (8"%%C) N RIM=402.81 STA 2+06.59, 16.74' LT IE=402.42 (6"%%C) E RIM=405.76 IE=402.35 (6"%%C) S IE=400.37 (8"%%C) N,E,S RIM=403.02 STA 1+22.75, 9.43' LT IE=402.01 (8"%%C) E IE=391.57 (36"%%C) N RIM=405.11 STA 1+31.38, 20.56' RT 399.31400.58402.19403.50404.50405.23406.17407.34397.7928 L.F. 8" PVC @ 1.80%%% 51 L.F. 8" PVC @ 2.33%%% 11 L.F. 8" PVC @ 1.50%%% 56 L.F. 12" SD @ 2.07%%% 91 L.F. 8" PVC @ 2.17%%%EL=397.79PVI EL=398.43PVI EL=399.81PVI EL=404.04PVI EL=405.873.33%%% 5.49%%% 5.02%%% CB-10A,RIM=403.37 RIM=405.39 RIM=405.48 RIM=405.51 360 380 400 420 340 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 DATE: FIELDBOOK: DRAWING NO: PAGE: SHEET: OF: SCALE: DESIGNED: DRAWN: CHECKED: APPROVED:NO.REVISION BY DATE APPR SURVEYED: VERTICAL: NAVD 1988 IF NOT ONE INCH ONE INCHAT FULL SCALE HORIZONTAL: NAD 1983/1991 SCALE ACCORDINGLY DATUMPlanning/Building/Public Works Dept. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS www.LDCcorp.com 20210 142nd Avenue NE Woodinville, WA 98072 Fx. 425.482.2893 Ph. 425.806.1869 Surveying Engineering Pl anning ANN I VE RS ARYth15 NC MEV MEV MEV LDC RENTON SPECIAL CARE COMMUNITY RENTON SPECIAL CARE COMMUNITY, LLC RENTON SPECIAL CARE - 16-137 04-08-17 ΟΘ9 06,////46ΚΤ≅9 06,////12Β906//1572Θ∆ΜΣΝΜ ΡΟ∆ΒΗ≅Κ Β≅Θ∆Σ∆Χ,3/,28510 AS-BUILT DRAWINGS MEV 12-13-18KCOWLLIVE.KRAM REENIGNELANOISSEFORP DERETSIGER NOTGNIHSAWFOETATS 40908 KCOWLLIVE.KRAM REENIGNELANOISSEFORP DERETSIGER NOTGNIHSAWFOETATS 40908 12-13-18R-396212 ROAD AND STORM DRAINAGE PROFILES AS NOTED RD-03 2301CB-6 CB-5 CB-8 CB-2 CONTROL STRUCTURE CB-4 CB-3CB-1 29 LF 8" PVC 12 LF 8" PVC CB-11 EX-CB 44 LF 8" PVC NOTE SEWER PIPE WATER PIPE STORM PIPE LEGEND DRIVE A SCALE: 1" = 0 20' 20'20'40'SEE SHEET RD-04REFERENCE LINECOTTAGE DCOTTAGE ASEE SHEET RD-04REFERENCE LINEDRIVE A 20' CITY EMERGENCY ACCESS ESMT \A1;20'\A1;DRIVETOPOGRAPHIC 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. TOPOGRAPHIC DISCLAIMER CHECK DAM, SEE DETAIL SHEET DT-01 FILTERRA 6'X10' MODULAR WETLAND 12 LF 8" PVC 36 LF 6" PVC 15' UTILITY ESMT 96"%%C DETENTION PIPE 20' CITY EMERGENCY ACCESS ESMT FOR TRASH INCLOSURE ROOF DRAIN PERVIOUS PAVEMENT PROPOSED ASPHALT PROPOSED GRIND/OVERLAY 92 LF 8" PVC 57 LF 12" PVC SE 172ND ST 50 LF 8" PVC 45 LF 8" PVC 12 LF 8" PVC 91 LF 8" PVC 28 LF 8" PVC 12 LF 8" PVC 56 LF 12" PVC 51 LF 8" PVC AS-BUILT DRAWINGSthe profile view calls this out as 11 lf - verify the connection from the tank to the outlet control structure should be 36-in minimum per section 5.1.2.1 of the swdm. was this changed to 12-in or is this an error? this is noted as 6-in in plan view 155.1 ft 94.8 ft 75.0 ft 2+50 3+00 3+50 4+00 4+50 5+00411.0411.6411.6411.3411.9411.9411.8412.5412.6413.3413.4CB-6,CONCRETE INLET RIM=407.90 IE=404.40 STA. 2+43.92, 9.25' RT. (6"%%C) N,S CB-7,CONCRETE INLET RIM=409.85 IE=406.35 STA. 3+52.80, 9.25' RT. (6"%%C) S 44 L.F. 8" PVC @ 2.00%%% IE=405.85 (8"%%C) W IE=403.15 (8"%%C) W,E FINISHED GRADEAT DRIVE AISLE %%132 EXISTING GRADEAT DRIVE AISLE %%132 DRIVE A SCALE:HOR: VER: 1"=20' 1"=10'360 380 400 420 408.11408.66409.20409.57409.95410.66411.37409.8407.30PVI EL=407.83PVI STA=2+37.00PVI EL=409.31PVI STA=3+05.00PVI EL=409.83PVI STA=3+46.00440 STA 5+19.12, DRIVE A=INTERSECTION, ROAD %%132STA 12+13.23, 108TH AVE SEEL=413.70R/W LINESTA 4+78.7996"%%C DETENTION PIPE 1.91%PVI EL=413.52PVI STA=4+75.80PVI EL=413.19PVI STA=4+92.14412.08412.79413.50413.34 2.18% -2.01% INLET-5 STA. 2+48.42, 7.5 LT RIM=408.23 INLET-6 STA. 2+53.42, 2.5 RT RIM=408.14 INLET-7 STA. 2+98.59, 6.9 LT RIM=409.29 FINISHED GRADEAT DRIVE AISLE %%132EXISTING GRADEAT DRIVE AISLE %%132 CB-6-A,TYPE 1 RIM=409.30 IE=404.93 STA. 3+15.79, 7.34' RT. (8"%%C) E,W IE=406.30 (6"%%C) S 2.84% 1.27% 37 L.F. 8" PVC @ 2.50%%%71 L.F. 8" PVC @ 2.50%%% IE=405.85 (12"%%C) E CB-15,TYPE 2-48"%%C RIM=411.58 IE=406.19 STA. 4+12.76, 7.40' RT. (12"%%C) W,SE W/SOLID LOCKING LID 60 L.F. 12" SD @ 0.56%%% 6" MINIMUM SEPERATION BETWEEN STORM PIPE AND WATER MAIN AT CROSSING TRENCH DAM, SEE DETAIL THIS SHEETTRENCH DAM, SEE DETAIL THIS SHEETTRENCH DAM, SEE DETAIL THIS SHEETTRENCH DAM, SEE DETAIL THIS SHEET 407.34408.20408.78409.04409.69410.12410.68411.31411.93412.70413.37413.27PVI EL=407.93PVI EL=409.21PVI EL=410.01PVI EL=413.37PVI EL=413.291.88%%% 2.59%%% 1.95%%% IE=403.79 (6"%%C) N IE=403.86 (6"%%C) S RIM=407.98 STA 2+43.95, 9.54' RT IE=403.30 (8"%%C) W,E IE=406.58 (6"%%C) S IE=406.82 (12"%%C) E RIM=409.91 STA 3+52.74, 9.21' RT IE=405.91 (8"%%C) W IE=407.18 (12"%%C) W,SE RIM=411.35 STA 4+14.03, 8.14' RT IE=404.93 (8"%%C) E,W IE=405.94 (6"%%C) S STA 3+15.83, 7.36' RT RIM=409.36 73 L.F. 8" PVC @ 2.23%%% 61 L.F. 12" SD @ 0.59%%%35 L.F. 8" PVC @ 2.80%%% 45 L.F. 8" PVC @ 1.94%%% RIM=408.25RIM=408.36 RIM=409.18 360 380 400 420 440 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 DATE: FIELDBOOK: DRAWING NO: PAGE: SHEET: OF: SCALE: DESIGNED: DRAWN: CHECKED: APPROVED:NO.REVISION BY DATE APPR SURVEYED: VERTICAL: NAVD 1988 IF NOT ONE INCH ONE INCHAT FULL SCALE HORIZONTAL: NAD 1983/1991 SCALE ACCORDINGLY DATUMPlanning/Building/Public Works Dept. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS www.LDCcorp.com 20210 142nd Avenue NE Woodinville, WA 98072 Fx. 425.482.2893 Ph. 425.806.1869 Surveying Engineering Pl anning ANN I VE RS ARYth15 NC MEV MEV MEV LDC RENTON SPECIAL CARE COMMUNITY RENTON SPECIAL CARE COMMUNITY, LLC RENTON SPECIAL CARE - 16-137 04-08-17 ΟΘ9 06,////46ΚΤ≅9 06,////12Β906//1572Θ∆ΜΣΝΜ ΡΟ∆ΒΗ≅Κ Β≅Θ∆Σ∆Χ,3/,28510 AS-BUILT DRAWINGS MEV 12-13-18KCOWLLIVE.KRAM REENIGNELANOISSEFORP DERETSIGER NOTGNIHSAWFOETATS 40908 KCOWLLIVE.KRAM REENIGNELANOISSEFORP DERETSIGER NOTGNIHSAWFOETATS 40908 12-13-18R-396213 ROAD AND STORM DRAINAGE PROFILES AS NOTED RD-04 2302CB-7 CB-6 CB-5 36 LF 6" PVC COTTAGE ADRIVE A 108TH AVE SE 44 LF 8" PVC DRIVE A SCALE: 1" = 0 20' 20'20'40' \A1;30' \A1;R/W PROPOSED 15.5'R/W DEDICATION SEE SHEET RD-03REFERENCE LINE SEE SHEET RD-03 REFERENCE LINE NOTE SEWER PIPE WATER PIPE STORM PIPE LEGEND 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. TOPOGRAPHIC DISCLAIMER CHECK DAM, SEE DETAIL SHEET DT-01 15'x12' POWER ESMT. CB-6-A 71 LF 8" PVC 37 LF 8" PVC PERVIOUS PAVEMENT PROPOSED ASPHALT PROPOSED GRIND/OVERLAY 92 LF 8" PVC 15' WATER ESMT 60 LF 12" PVC COTTAGE B\A1;24'\A1;DRIVE AISLE30 LF 12" PVC\A1;20' CITYEMERGENCYACCESS ESMT72 LF 12" PVC CB-13 CB-15 \A1;20''\A1;SD ESMTTRENCH DAM COMPACTED GLACIAL TILL, CDF OR SIMILAR LOW PERMEABLE MATERIAL TRENCH SIDEWALL 6" 1' MIN FROM PAVING SURFACE PAVEMENT SCALE: NTS TRENCH DAM DETAIL STORM OR WATER PIPE INSTALL TRENCH DAM PER DETAIL, THIS SHEET INSTALL TRENCH DAM PER DETAIL, THIS SHEET INSTALL TRENCH DAM PER DETAIL, THIS SHEET \A1;15'WATERESMTRESERVOIR COARSE MATERIAL FOR TRENCH BACKFILL UNDER PERVIOUS PAVEMENT WATER MAIN UNDER CHECK DAMS TO BE INSTALLED PER DETAIL ON SHEET DT-01 29 LF 12" PVC 72 LF 12" PVC 35 LF 8" PVC73 LF 8" PVC 45 LF 8" PVC 91 LF 8" PVC 61 LF 12" PVC AS-BUILT DRAWINGS85.0 ft 70.0 ft 31.1 ft 19.9 ft {412} {412} {408} {410} S T PVPV VV SIGNS GV S S 12" D.I. WATER MAIN12" D.I. WATER MAIN 12" D.I. WATER MAIN 8" D.I. WATER MAIN 12" D.I. WATER MAIN8" D.I.WA MAIN{404}{408} {410}{410}{410}{412}{414} {416} T 20+005+00400 420 440 10+0010+5011+0011+5012+0012+50 411.4411.6412.2412.2412.6412.8413.1413.4413.8414.3380108TH AVE SESCALE:HOR: VER: 1"=20' 1"=10'410.65411.09411.57412.03412.22412.41412.68413.00413.33413.65PVI EL=412.49PVI STA=11+60.56PVI EL=412.01PVI STA=10+98.42PVI EL=410.70PVI STA=10+29.82EXISTING GRADEAT ROAD %%132EXISTING GRADEAT SAWCUT LINE FINISHED GRADE AT ROAD FLOWLINEAPPROXIMATE 400 420 440 380 STA 12+13.23, 108TH AVE SE=INTERSECTION, ROAD %%132STA 5+19.12, DRIVE AEL=413.70STA 10+00.00, 108TH AVE SE=INTERSECTION, ROAD %%132STA 20+00.00, SE 172ND STEL=411.410.76%1.92%0.96% 1.30% FINISHED GRADEAT SAWCUT LINEEXISTING GRADEAT ROAD %%132 CB-11,TYPE 1 RIM=410.56 IE=407.36 STA. 10+47.04, 21.20' LT. (12"%%C) W CB-12,TYPE 1 RIM=410.70 IE=407.24 (12"%%C) N,E 25 L.F. 12" PVC @ 0.47%%% STA. 10+47.04, 46.26' LT. CB-13,TYPE 2-48"%%C RIM=412.00 IE=406.79 STA. 11+42.04, 46.87' LT. (12"%%C) N,S 95 L.F. 12" PVC @ 0.47%%% (PRIVATE) CB-14,TYPE 2-48"%%C RIM=412.51 IE=406.61 STA. 11+71.75, 42.70' LT. (12"%%C) S,NE 30 L.F. 12" SD @ 0.60% (PRIVATE) SEE DRIVE A PROFILE CB-15 SHEET RD-04 W/SOLID LOCKING LID 72 L.F. 12" SD @ 0.58% (PRIVATE)413.55413.07412.80412.51412.43412.07411.68411.46410.84PVI EL=412.64PVI EL=412.04PVI EL=410.96EL=413.27EL=410.42STA 11+43.01, 47.61' LT IE=407.84 (12"%%C) N,S RIM=411.62 STA 10+43.59, 21.23' LT IE=408.68 (12"%%C) W RIM=411.21 STA 10+46.85, 46.12' LT IE=408.36 (12"%%C) E RIM=410.63 STA 11+71.49, 41.77' LT IE=407.60 (12"%%C) S,NW RIM=413.23 IE=408.34 (12"%%C) N 0.97%%%1.57%%%1.81%%% 1.19%%% 96 L.F. 12" PVC @ 0.52%%% (PRIVATE)29 L.F. 12" SD @ 0.83% (PRIVATE)72 L.F. 12" SD @ 0.58% (PRIVATE) 25 L.F. 12" PVC @ 1.28%%% 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 DATE: FIELDBOOK: DRAWING NO: PAGE: SHEET: OF: SCALE: DESIGNED: DRAWN: CHECKED: APPROVED:NO.REVISION BY DATE APPR SURVEYED: VERTICAL: NAVD 1988 IF NOT ONE INCH ONE INCHAT FULL SCALE HORIZONTAL: NAD 1983/1991 SCALE ACCORDINGLY DATUMPlanning/Building/Public Works Dept. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS www.LDCcorp.com 20210 142nd Avenue NE Woodinville, WA 98072 Fx. 425.482.2893 Ph. 425.806.1869 Surveying Engineering Pl anning ANN I VE RS ARYth15 NC MEV MEV MEV LDC RENTON SPECIAL CARE COMMUNITY RENTON SPECIAL CARE COMMUNITY, LLC RENTON SPECIAL CARE - 16-137 04-08-17 ΟΘ9 06,////46ΚΤ≅9 06,////12Β906//1572Θ∆ΜΣΝΜ ΡΟ∆ΒΗ≅Κ Β≅Θ∆Σ∆Χ,3/,28510 AS-BUILT DRAWINGS MEV 12-13-18KCOWLLIVE.KRAM REENIGNELANOISSEFORP DERETSIGER NOTGNIHSAWFOETATS 40908 KCOWLLIVE.KRAM REENIGNELANOISSEFORP DERETSIGER NOTGNIHSAWFOETATS 40908 12-13-18R-396214 ROAD AND STORM DRAINAGE PROFILES AS NOTED RD-05 2303CB-9 NOTE SEWER PIPE WATER PIPE STORM PIPE LEGEND SCALE: 1" = 0 20' 20'20'40'COTTAGE BCOTTAGE CDRIVE A \A1;30'\A1;EX R/WPROPOSED 15.5'R/W DEDICATION\A1;22'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. TOPOGRAPHIC DISCLAIMER 10+0011+0012+0013+00 3+0020+00\A1;22.7'CB-11 CB-12 SE 172ND ST PERVIOUS PAVEMENT PROPOSED ASPHALT PROPOSED GRIND/OVERLAY108TH AVE SE25 LF 12" PVC \A1;10'SDESMTCB-13 95 LF 12" PVC 30 LF 12" PVC 72 LF 12" PVC \A1;20'\A1;SD ESMT N=166681.99 E=1303056.92 N=166622.67 E=1303017.93 CB-14 29 LF 12" PVC 25 LF 12" PVC 96 LF 12" PVC72 LF 12" PVC AS-BUILT DRAWINGSthere was a n approved revision to replace this with a concrete inlet per std plan 200.30. was this changed? 360 380 400 420 440 0+00 0+50 1+00 1+50 2+00 2+50 3+00403.5406.3408.1409.2410.1410.3409.6410.0410.5411.3412.0412.9412.4360 380 400 420 440 CB-4,TYPE 1 STA. 1+23.22, 9.22' LT. CB-8,TYPE 2-48" RIM=410.10 IE=401.35 STA. 1+23.22, 41.27' RT. (8"%%C) W IE=402.95 (12"%%C) E COURT YARDSCALE:HOR: VER: 1"=20' 1"=10' APPROXIMATE EXISTING GRADE FINISHED GRADE (DRIVE A)(DRIVE A)%%132 108TH AVE SE%%132 DRIVE APROPERTY LINER/W LINE96"%%C DETENTION PIPEPER STD. 235.00 EXISTING GRADE RIM=403.05 IE=400.35 (8"%%C) N IE=400.35 (8"%%C) E,S 0+41.24 CB-9,TYPE 1 RIM=411.51 IE=406.51 STA. 11+05.62, 68.11' LT. (12"%%C) W SOLID LOCKING LID (108TH AVE SE) 200 L.F. 12" PVC @ 1.78%%% IE=400.37 (8"%%C) N,E,S STA 1+22.75, 9.43' LTRIM=403.02 STA 1+24.10, 41.27' RTIE=401.56 (8"%%C) W IE=403.13 (12"%%C) E RIM=410.05 STA 11+05.93, 67.66' LTIE=407.42 (4"%%C) S RIM=411.11 IE=406.42 (12"%%C) W 200 L.F. 12" PVC @ 1.64%%% 50 L.F. 8" PVC @ 2.00%%%51 L.F. 8" PVC @ 2.33%%% 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 DATE: FIELDBOOK: DRAWING NO: PAGE: SHEET: OF: SCALE: DESIGNED: DRAWN: CHECKED: APPROVED:NO.REVISION BY DATE APPR SURVEYED: VERTICAL: NAVD 1988 IF NOT ONE INCH ONE INCHAT FULL SCALE HORIZONTAL: NAD 1983/1991 SCALE ACCORDINGLY DATUMPlanning/Building/Public Works Dept. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS www.LDCcorp.com 20210 142nd Avenue NE Woodinville, WA 98072 Fx. 425.482.2893 Ph. 425.806.1869 Surveying Engineering Pl anning ANN I VE RS ARYth15 NC MEV MEV MEV LDC RENTON SPECIAL CARE COMMUNITY RENTON SPECIAL CARE COMMUNITY, LLC RENTON SPECIAL CARE - 16-137 04-08-17 ΟΘ9 06,////46ΚΤ≅9 06,////12Β906//1572Θ∆ΜΣΝΜ ΡΟ∆ΒΗ≅Κ Β≅Θ∆Σ∆Χ,3/,28510 AS-BUILT DRAWINGS MEV 12-13-18KCOWLLIVE.KRAM REENIGNELANOISSEFORP DERETSIGER NOTGNIHSAWFOETATS 40908 KCOWLLIVE.KRAM REENIGNELANOISSEFORP DERETSIGER NOTGNIHSAWFOETATS 40908 12-13-18R-396215 ROAD AND STORM DRAINAGE PROFILES AS NOTED RD-06 2304CB-8 CB-2 CONTROL STRUCTURE CB-4 CB-3 200 LF 12" PVC NOTE SEWER PIPE WATER PIPE STORM PIPE LEGEND FILTERRA 6'X10' MODULAR WETLAND 108TH AVE SECOTTAGE ACOTTAGE DCOTTAGE CCOTTAGE BSCALE: 1" = 0 20' 20'20'40' DRIVE A TOPOGRAPHIC SURVEY INFORMATION CONTAINED ON THESEPLANS HAS BEEN PROVIDED BY CORNERSTONE ENGINEERING,INC. LDC, INC. (LAND DEVELOPMENT CONSULTANTS, INC.)ASSUMES NO LIABILITY AS TO THE ACCURACY ANDCOMPLETENESS OF THIS DATA. ANY DISCREPANCIES FOUNDBETWEEN WHAT IS SHOWN ON THE PLANS AND WHAT IS NOTED INTHE FIELD SHOULD BE BROUGHT IMMEDIATELY TO THE TOPOGRAPHIC DISCLAIMER CB-10 CB-9 CB-11 \A1;10' SDESMT PERVIOUS PAVEMENT PROPOSED ASPHALT PROPOSED GRIND/OVERLAY 50 LF 8" PVC 95 LF 12" PVC CB-12 68 LF 12" PVC 29 LF 12" PVC 96 LF 12" PVC 200 LF 12" PVC 51 LF 8" PVC AS-BUILT DRAWINGS \A1;0.5'\A1;30' EX R/W 6'PARKING SCALE: 1"=5' 1.5% 2.0% R/W R/W %%132\A1;82.5' R/W EX R/W \A1;5.5'%%P\A1;EX SIDEWALK \A1;8'%%P \A1;0.5'\A1;22'%%P EX PVMT\A1;37'%%P EX R/W R/W \A1;15.5' R/W DEDICATION\A1;10.5'\A1;8'\A1;SIDEWALK \A1;4.5' %%P\A1;TRAVEL LANE\A1;5'BIKELANE \A1;VARIES \A1;VARIES\A1;6'\A1;8" ACP CLASS B 6" CRUSHED SURFACING TOP COURSE SUITABLE NON-YIELDING SUB-GRADE 6" VERTICAL CURB AND GUTTER PER COR STD PLAN 101 4" CEMENT CONCRETE WALK PER COR STD PLAN 102, TYP \pxql;6" COMPACTED DEPTH CRUSHED SURFACING BASE COURSE 108TH AVE SESTA 11+25.00SAWCUTWESTEAST \A1;6' \A1;30' EX R/W SCALE: 1"=5' 2.0%R/W %%132\A1;64.5' R/W EX R/W\A1;30'%%P EX R/W R/W \A1;4.5' R/W \A1;DEDICATION \A1;18' PVMT \A1;0.5'\A1;8'\A1;PLANTER \A1;6'\A1;SIDEWALK 1.5% \A1;8' PVMT 2.0% R/W \A1;0.5'\A1;5.5'\A1;SIDEWALK\A1;16' \A1;8" ACP CLASS B 6" CRUSHED SURFACING TOP COURSE SUITABLE NON-YIELDING SUB-GRADE 6" VERTICAL CURB AND GUTTER PER COR STD PLAN 101, TYP4" CEMENT CONCRETE WALK PER COR STD PLAN 102, TYP \pxql;6" COMPACTED DEPTH CRUSHED SURFACING BASE COURSE SE 172ND STSTA 18+25.00\A1;VARIES RETAINING WALLSEE SHEET GR-01 FOR WALLHEIGHT \A1;VARIES \A1;VARIES\A1;VARIESSOUTHNORTH 1.5% SCALE: 1"=5' DRIVE A STA 4+50.00PVMT %%132 2.0% \A1;10' \A1;TRAVEL LANE 2.0% \A1;10' \A1;TRAVEL LANE \A1;0.5'\A1;20' \A1;PARKING\A1;0.5'\A1;5'2.0% ZERO HEIGHT CONCRETE CURB PER DETAIL SHOWN ON SHEET DT-034" CEMENT CONCRETE WALK PER COR STD PLAN 102, TYP \pxql;6" COMPACTED DEPTH CRUSHED SURFACING BASE COURSE \A1;VARIES \A1;VARIES 6" VERTICAL CURB AND GUTTER PER COR STD PLAN 101, TYP \A1;VARIES \A1;VARIES 6" PERVIOUS PAVEMENT PER DETAIL SHOWN ON SHEET DT-01 \A1;3'SOUTHNORTH 1.5% SUITABLE NON-YIELDING SUB-GRADE \A1;2" ACP 3" ATB 5" AGGREGATE SUB-BASE SCALE: 1"=5'DRIVE ASTA 1+00.00PVMT %%132 2.0% \A1;10' \A1;TRAVEL LANE 2.0% \A1;10' \A1;TRAVEL LANE \A1;0.5'\A1;5'\A1;SIDEWALK SUITABLE NON-YIELDING SUB-GRADE 6" VERTICAL CURB AND GUTTER PER COR STD PLAN 101, TYP \A1;0.5' 4" CEMENT CONCRETE WALK PER COR STD PLAN 102, TYP \pxql;6" COMPACTED DEPTH CRUSHED SURFACING BASE COURSE \A1;VARIES \A1;VARIES \A1;2" ACP 3" ATB \A1;VARIES RETAINING WALLSEE SHEET GR-01 FOR WALLHEIGHT \A1;VARIES \A1;VARIES EAST WEST 1.5% 5" AGGREGATE SUB-BASE SCALE: 1"=5' DRIVE A CMP LIMIITED COVERPVMT %%132 2.0% \A1;10' \A1;TRAVEL LANE 2.0% \A1;10' \A1;TRAVEL LANE \A1;0.5'\A1;5'\A1;SIDEWALK SUITABLE NON-YIELDING SUB-GRADE 6" VERTICAL CURB AND GUTTER PER COR STD PLAN 101, TYP \A1;0.5' 4" CEMENT CONCRETE WALK PER COR STD PLAN 102, TYP \pxql;6" COMPACTED DEPTH CRUSHED SURFACING BASE COURSE \A1;VARIES \A1;VARIES \A1;5" PORTLAND CONCRETE CEMENT \A1;VARIES RETAINING WALLSEE SHEET GR-01 FOR WALLHEIGHT \A1;VARIES \A1;VARIES EAST WEST 1.5% 4" CRUSHED ROCK BASE 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 DATE: FIELDBOOK: DRAWING NO: PAGE: SHEET: OF: SCALE: DESIGNED: DRAWN: CHECKED: APPROVED:NO.REVISION BY DATE APPR SURVEYED: VERTICAL: NAVD 1988 IF NOT ONE INCH ONE INCHAT FULL SCALE HORIZONTAL: NAD 1983/1991 SCALE ACCORDINGLY DATUMPlanning/Building/Public Works Dept. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS www.LDCcorp.com 20210 142nd Avenue NE Woodinville, WA 98072 Fx. 425.482.2893 Ph. 425.806.1869 Surveying Engineering Pl anning ANN I VE RS ARYth15 NC MEV MEV MEV LDC RENTON SPECIAL CARE COMMUNITY RENTON SPECIAL CARE COMMUNITY, LLC RENTON SPECIAL CARE - 16-137 04-08-17 ΟΘ9 06,////46ΚΤ≅9 06,////12Β906//1572Θ∆ΜΣΝΜ ΡΟ∆ΒΗ≅Κ Β≅Θ∆Σ∆Χ,3/,28510 AS-BUILT DRAWINGS MEV 12-13-18KCOWLLIVE.KRAM REENIGNELANOISSEFORP DERETSIGER NOTGNIHSAWFOETATS 40908 KCOWLLIVE.KRAM REENIGNELANOISSEFORP DERETSIGER NOTGNIHSAWFOETATS 40908 12-13-18R-396216 ROAD SECTIONS AS NOTED RD-07 2305TOPOGRAPHIC 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. TOPOGRAPHIC DISCLAIMER AS-BUILT DRAWINGSverify if this was utilized. it was crossed out on the revision plan that was submitted. DETENTION PIPE - TYPICAL PROFILE SCALE: 1"=10' 0.5' SEDIMENT STORAGE ACCESS LADDER, TYP36"%%C CMP36"%%C CMP 2 L.F. 36"%%C SD @ 0.00%%% 96"%%C CMP DETENTION PIPE AT0.00%LENGTH VARIES, SEE PLAN 36"%%C ACCESS MANWAY, TYP FINISHED GRADE VARIES, SEE PLAN AND PROFILE 36"%%C CMP 36"%%C ACCESS MANWAY, TYP 391.06 391.49 BOTTOM OF PIPE EL={\C6;391.00} BEGIN LIVE STORAGE EL={\C6;391.50} 2 YR WSE={\C6;397.12} 10 YR WSE={\C6;397.92} 50 YR WSE={\C6;398.47} 100 YR WSE={\C6;398.48} TOP OF LIVE={\C6;398.50} TOP OF PIPE EL={\C6;399.00} 397.67 398.50 398.54 398.54 398.73 399.06 DETENTION PIPE - TYPICAL SECTIONSCALE: 1"=5' 0.5' SEDIMENT STORAGE \A1;2'\A1;2' FOR 2 OR MORE ADJACENT PIPES FINISHED GRADE VARIES, SEE PLAN AND PROFILE \pxql;ACCESS MANWAY PER COR STD PLAN 235.10, DETENTION TANK ACCESS DETAIL, SEE PLAN FOR LOCATIONS, TYP 0.5' FREE BOARD 8' %%C DETENTION TANK PERCOR STD PLAN 235.00NOTE: CMP 10 GAGE ORBETTER.\pxql;36"%%C CMP 2 YR WSE={\C6;397.12} 10 YR WSE={\C6;397.92} 50 YR WSE={\C6;398.47} 100 YR WSE={\C6;398.48} TOP OF LIVE={\C6;398.50} TOP OF PIPE EL={\C6;399.00} BEGIN LIVE STORAGE EL={\C6;391.50} BOTTOM OF PIPE EL={\C6;391.00} 391.06 391.49 397.67 398.50 398.54 398.54 398.73 399.06 \A1;2' MIN\A1;2' MINEL=387.50 1/2"%%C ORIFICE RESTRICTOR PLATE IE=389.50 IE=391.50 (36"%%C) RISER EL=398.50 50 YR WSEL=398.47\A1;6" MINDISCHARGE TO CB-1 FROM DETENTION PIPE IE=391.50 (12"%%C)CONTROL STRUCTURE CB-2SCALE: 1"=2' SHEAR GATE WITH CONTROL ROD FOR CLEANOUT/DRAIN (ROD BENT AS REQUIRED FOR VERTICAL ALIGNMENT WITH COVER) 4" ELBOW RESTRICTORSEE DETAIL, TYP RIM EL=400.65 1-1/8"%%C ORIFICE IE=397.23 \A1;54"%%C MIN {\LELEVATION} \pxql;PIPE SUPPORTS SEE NOTE 4 \A1;18" FROM CB-3 IE=394.89 (8"%%C) 1/2"%%C ORIFICE IE=398.00 IE=397.28 IE=398.22 IE=391.36 (12"%%C)IE=391.49 (36"%%C) RIM EL=400.81 RISER EL=398.73 {\LPLAN} FROM DETENTION PIPE 36"%%C SD 12"%%C SD SHEARGATE \A1;82\U+00B0 6" MIN.2" MIN.6"MAXPLATE WELDED TO ELBOW WITH ORIFICE AS SPECIFIED REMOVABLE WATERTIGHT COUPLING OR FLANGE8"%%C ELBOW %%UELBOW RESTRICTOR TO CB-1 54"%%C MIN ACCESS4" ELBOW RESTRICTORSEE DETAIL, TYP 8"%%C SD 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 DATE: FIELDBOOK: DRAWING NO: PAGE: SHEET: OF: SCALE: DESIGNED: DRAWN: CHECKED: APPROVED:NO.REVISION BY DATE APPR SURVEYED: VERTICAL: NAVD 1988 IF NOT ONE INCH ONE INCHAT FULL SCALE HORIZONTAL: NAD 1983/1991 SCALE ACCORDINGLY DATUMPlanning/Building/Public Works Dept. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS www.LDCcorp.com 20210 142nd Avenue NE Woodinville, WA 98072 Fx. 425.482.2893 Ph. 425.806.1869 Surveying Engineering Pl anning ANN I VE RS ARYth15 NC MEV MEV MEV LDC RENTON SPECIAL CARE COMMUNITY RENTON SPECIAL CARE COMMUNITY, LLC RENTON SPECIAL CARE - 16-137 04-08-17 ΟΘ9 06,////46ΚΤ≅9 06,////12Β906//1572Θ∆ΜΣΝΜ ΡΟ∆ΒΗ≅Κ Β≅Θ∆Σ∆Χ,3/,2851TOPOGRAPHIC 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. TOPOGRAPHIC DISCLAIMER 0 AS-BUILT DRAWINGS MEV 12-13-18KCOWLLIVE.KRAM REENIGNELANOISSEFORP DERETSIGER NOTGNIHSAWFOETATS 40908 KCOWLLIVE.KRAM REENIGNELANOISSEFORP DERETSIGER NOTGNIHSAWFOETATS 40908 12-13-18R-396217STORM DRAINAGE DETENTION PLANAS NOTED SD-01 2306DETENTION PIPE SUMMARY CHART STORM EVENT LIVE STORAGE VOLUME (CF)RELEASE RATE (CSF) REQUIRED DESIGNED AS-BUILT REQUIRED DESIGNED AS-BUILT 2 YR 19,555 19,962 20,270 0.041 0.036 0.036 10 YR 22,267 22,827 22,267 0.074 0.058 0.0573 100 YR 22,352 22,894 22,352 0.098 0.093 0.092 NOTE \pxi-2,l2,t2;1.SEE APPROVED BUILDING PERMIT B17004182 FOR ADDITIONAL CONSTRUCTION DETAILS FOR DETENTION PIPE INSTALLATION.AS-BUILT DRAWINGSplease verify/update these numbers 1.EXISTING 108TH AVE SE FRONTAGE OVERHEAD POWER TO BE REMOVED ANDRELOCATED UNDERGROUND PER REQUIREMENTS SET FORTH BY PUGET SOUND ENERGYAND CITY OF RENTON.2.MAINTAIN AND REUSE EXISTING STREETLIGHT ON EXISTING UTILITY POLE BEINGRELOCATED 22 FEET NORTHWEST3.REFER TO ELECTRICAL PLAN FOR LOCATION OF ONSITE ELECTRICAL ROUTING. 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 DATE: FIELDBOOK: DRAWING NO: PAGE: SHEET: OF: SCALE: DESIGNED: DRAWN: CHECKED: APPROVED:NO.REVISION BY DATE APPR SURVEYED: VERTICAL: NAVD 1988 IF NOT ONE INCH ONE INCHAT FULL SCALE HORIZONTAL: NAD 1983/1991 SCALE ACCORDINGLY DATUMPlanning/Building/Public Works Dept. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS www.LDCcorp.com 20210 142nd Avenue NE Woodinville, WA 98072 Fx. 425.482.2893 Ph. 425.806.1869 Surveying Engineering Pl anning ANN I VE RS ARYth15 NC MEV MEV MEV LDC RENTON SPECIAL CARE COMMUNITY RENTON SPECIAL CARE COMMUNITY, LLC RENTON SPECIAL CARE - 16-137 04-08-17 ΟΘ9 06,////46ΚΤ≅9 06,////12Β906//1572Θ∆ΜΣΝΜ ΡΟ∆ΒΗ≅Κ Β≅Θ∆Σ∆Χ,3/,2851TOPOGRAPHIC 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. TOPOGRAPHIC DISCLAIMER 0 AS-BUILT DRAWINGS MEV 12-13-18KCOWLLIVE.KRAM REENIGNELANOISSEFORP DERETSIGER NOTGNIHSAWFOETATS 40908 KCOWLLIVE.KRAM REENIGNELANOISSEFORP DERETSIGER NOTGNIHSAWFOETATS 40908 12-13-18GAS LINE UNDERGROUND POWER LINE POWER VAULT LEGEND SEWER PIPE WATER PIPE STORM PIPE DRAIN PIPE STORM DRAIN CLEAN OUT DOWNSPOUT G NOTE POST INDICATOR VALVE SIDE SEWER CLEAN OUT STORM DETENTION ROOFLINE FENCE SCALE: 1" = 0 20' 20'20'40' R-396218COMPOSITE UTILITY PLAN1"=20' UT-01 2307P 10' LANDSCAPE BUFFER 15' WATER ESMT 4.5' R/W DEDICATION CATCH BASINRIM=395.85'IE=392.75'(E,12"CMP)IE=391.23'(W,12"CMP) DRIVE A SSMHRIM=400.75'IE=391.23'(E,6"PVC)IE=391.13'(W,8"PVC)CULVERTIE=396.24'(12"CONC)6'x10' MODULAR WETLAND 96"%%C DETENTION PIPE PER STD. 235.00 STREET LIGHT CABINET TYPE I JUNCTION BOX CABINET W/ CONCRETE PAD NEW ROADWAY LIGHT POLE NEW PEDESTRIAN LIGHT POLE 15'x12' POWER ESMT. ELECTRICAL SERVICE 10' LANDSCAPE BUFFER P SSMH RIM=411.49'IE=401.53 (N,E 8"%%C PVC)RAISE TO FINAL GRADECENTER OF MANHOLELIES 3.3' E. OF PROPERTYLINE SE 172ND ST108TH AVE SE 10' LANDSCAPE BUFFER 10' LANDSCAPE BUFFER 15.5' R/W DEDICATION \A1;20' \A1;DRIVE AISLE 22'PVMT 30'EX R/W\A1;24'\A1;DRIVE AISLE22.2'PVMT \A1;10' SDESMT \A1;18'\A1;PVMT30'EX R/W\A1;26'\A1;PVMT8'PVMT60'EX R/W\A1;20' CITYEMERGENCYACCESS ESMT\A1;10'GASESMT\A1;10' SDESMT \A1;20' CITY EMERGENCYACCESS ESMT TBR TBR AS-BUILT DRAWINGS SCALE: NTSPERVIOUS PAVEMENT CHECK DAM DETAIL\A1;38"\A1;16" \A1;8"CHECK DAM SPACING VARIES SEE RD-01 FOR SPACING 6"MIN\A1;16"\pxql;COMPACTED SUBGRADE OR BASE \pxql;6" RUNOFF TREATMENT COURSE COMPACTEDSUBGRADE \pxql;24" RESERVOIR COURSE \pxql;2" LEVELING COURSE 6" PERVIOUS PAVEMENT WEARING COURSE \pxql;CHECK DAM, NON-PERMEABLE MATERIAL 1' WIDE TYP. DAM TO EXTEND INTO NATIVE MATERIAL 1' ON EACH SIDE, AND 6" EMBEDMENT. \pxql;6" SLOTTED DRAIN PVC PER ASTM D1785 SCH 40 \A1;1"MIN\A1;35" MAX\pxql;6" MIN SEPARATION BETWEEN BOTTOM OF CHECK DAM AND TOP OF WATER OR STORM PIPES 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 DATE: FIELDBOOK: DRAWING NO: PAGE: SHEET: OF: SCALE: DESIGNED: DRAWN: CHECKED: APPROVED:NO.REVISION BY DATE APPR SURVEYED: VERTICAL: NAVD 1988 IF NOT ONE INCH ONE INCHAT FULL SCALE HORIZONTAL: NAD 1983/1991 SCALE ACCORDINGLY DATUMPlanning/Building/Public Works Dept. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS www.LDCcorp.com 20210 142nd Avenue NE Woodinville, WA 98072 Fx. 425.482.2893 Ph. 425.806.1869 Surveying Engineering Pl anning ANN I VE RS ARYth15 NC MEV MEV MEV LDC RENTON SPECIAL CARE COMMUNITY RENTON SPECIAL CARE COMMUNITY, LLC RENTON SPECIAL CARE - 16-137 04-08-17 ΟΘ9 06,////46ΚΤ≅9 06,////12Β906//1572Θ∆ΜΣΝΜ ΡΟ∆ΒΗ≅Κ Β≅Θ∆Σ∆Χ,3/,28510 AS-BUILT DRAWINGS MEV 12-13-18KCOWLLIVE.KRAM REENIGNELANOISSEFORP DERETSIGER NOTGNIHSAWFOETATS 40908 KCOWLLIVE.KRAM REENIGNELANOISSEFORP DERETSIGER NOTGNIHSAWFOETATS 40908 12-13-18R-396219 NOTES AND DETAILS AS NOTED DT-01 2308RIM=402.55 IE=397.20 IE=400.11 SURFACE WATER DRAINAGE NOTES AND SPECIFICATIONS1.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRECONSTRUCTION MEETING MUST BE HELD WITHTHE CITY OF RENTON PLAN REVIEWER.2.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 1996 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE ANDMUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BYTHE CITY OF RENTON PUBLIC WORKS DEPARTMENT.3.THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS, WHICH ARE ONFILE IN THE PUBLIC WORKS DEPARTMENT. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVALFROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION.4.A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.5.DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTALCONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTONPUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS.6.ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, ANDTHEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON-SITEEROSION HAS PASSED.7.ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALLCONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITYSECTION.8.GRASS SEED MAY BE APPLIED BY HYDROSEEDING. THE GRASS SEED MIXTURE, OTHER THAN CITY OF RENTON APPROVEDSTANDARD MIXES, SHALL BE SUBMITTED BY A LANDSCAPE ARCHITECT AND APPROVED BY THE PUBLIC WORKS DEPARTMENT,SURFACE WATER UTILITY SECTION.9.ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION7-02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THISSHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL ASPLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THEPIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS {“ }C{”}, WITHTHE EXCEPTION OF PVC PIPE. ALL TRENCH BACKFILL SHALL BE COMPACTED TO MINIMUM 95% FOR PAVEMENT ANDSTRUCTURAL FILL AND 90% OTHERWISE PER ASTM D-1557-70. PEA GRAVEL BEDDING SHALL BE 6 INCHES OVER AND UNDERPVC PIPE.10.GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACILITIES SHALL HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE.11.STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING LINE OF ANY STORM DRAINAGE PIPE, OR 15 FEETFROM THE TOP OF ANY CHANNEL BANK.12.ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL.13.OPEN CUT ROAD CROSSINGS THROUGH EXISTING PUBLIC RIGHT OF WAY WILL NOT BE ALLOWED UNLESS SPECIFICALLYAPPROVED BY CITY OF RENTON PLANNING/ BUILDING/ PUBLIC WORKS ADMINISTRATOR.14.ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCKPLACED TO A DEPTH OF ONE (1) FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS:4 - 8 INCH ROCK / 40 - 70% PASSING;2 - 4 INCH ROCK / 30 - 40% PASSING; ANDLESS THAN 2 INCH ROCK / 10 - 20% PASSING.15.ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESSAPPROVED BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIEDAS-BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON COMPLETION.16.ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OFTHE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER,THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THESYSTEM PROVIDED DURING CONSTRUCTION.17.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVEEQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, ANDTO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY WORK WITHINTHE TRAVELED RIGHT OF WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLANAPPROVE BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOTSTANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY.“ ” NOTES 1.CHECK DAM OR INTERCEPTOR REQUIREDFOR LONGITUDINAL SLOPES > 2%.2.SPACE CHECK DAMS BASED ON SLOPETO ACHIEVE DESIGN AVERAGE PONDINGDEPTH BEFORE OVERTOPPING DAM.3.CALCULATE STORAGE VOLUME BETWEENCHECK DAMS BASED ON CHECK DAM HEIGHTAND SLOPE FOR MODELING.4.LONGITUDINAL SLOPE MAXIMUM VARIESWITH WEARING COURSE MATERIAL PERSTANDARD DETAIL NDT-11 AND NDP-12. 5.00% MAX AS-BUILT DRAWINGS 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 DATE: FIELDBOOK: DRAWING NO: PAGE: SHEET: OF: SCALE: DESIGNED: DRAWN: CHECKED: APPROVED:NO.REVISION BY DATE APPR SURVEYED: VERTICAL: NAVD 1988 IF NOT ONE INCH ONE INCHAT FULL SCALE HORIZONTAL: NAD 1983/1991 SCALE ACCORDINGLY DATUMPlanning/Building/Public Works Dept. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS www.LDCcorp.com 20210 142nd Avenue NE Woodinville, WA 98072 Fx. 425.482.2893 Ph. 425.806.1869 Surveying Engineering Pl anning ANN I VE RS ARYth15 NC MEV MEV MEV LDC RENTON SPECIAL CARE COMMUNITY RENTON SPECIAL CARE COMMUNITY, LLC RENTON SPECIAL CARE - 16-137 04-08-17 ΟΘ9 06,////46ΚΤ≅9 06,////12Β906//1572Θ∆ΜΣΝΜ ΡΟ∆ΒΗ≅Κ Β≅Θ∆Σ∆Χ,3/,28510 AS-BUILT DRAWINGS MEV 12-13-18KCOWLLIVE.KRAM REENIGNELANOISSEFORP DERETSIGER NOTGNIHSAWFOETATS 40908 KCOWLLIVE.KRAM REENIGNELANOISSEFORP DERETSIGER NOTGNIHSAWFOETATS 40908 12-13-18R-396220 NOTES AND DETAILS AS NOTED DT-02 231/AS-BUILT DRAWINGS 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 DATE: FIELDBOOK: DRAWING NO: PAGE: SHEET: OF: SCALE: DESIGNED: DRAWN: CHECKED: APPROVED:NO.REVISION BY DATE APPR SURVEYED: VERTICAL: NAVD 1988 IF NOT ONE INCH ONE INCHAT FULL SCALE HORIZONTAL: NAD 1983/1991 SCALE ACCORDINGLY DATUMPlanning/Building/Public Works Dept. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS www.LDCcorp.com 20210 142nd Avenue NE Woodinville, WA 98072 Fx. 425.482.2893 Ph. 425.806.1869 Surveying Engineering Pl anning ANN I VE RS ARYth15 NC MEV MEV MEV LDC RENTON SPECIAL CARE COMMUNITY RENTON SPECIAL CARE COMMUNITY, LLC RENTON SPECIAL CARE - 16-137 04-08-17 ΟΘ9 06,////46ΚΤ≅9 06,////12Β906//1572Θ∆ΜΣΝΜ ΡΟ∆ΒΗ≅Κ Β≅Θ∆Σ∆Χ,3/,28510 AS-BUILT DRAWINGS MEV 12-13-18KCOWLLIVE.KRAM REENIGNELANOISSEFORP DERETSIGER NOTGNIHSAWFOETATS 40908 KCOWLLIVE.KRAM REENIGNELANOISSEFORP DERETSIGER NOTGNIHSAWFOETATS 40908 12-13-18R-396221 NOTES AND DETAILS AS NOTED DT-03 2310\A1;20' \A1;8' MIN \A1;8' MIN NO PARKING NOT TO SCALEPARKING SPACE DETAILVAN-ACCESSIBLE AND HANDICAPRESERVEDPARKING STATE DISABLED PARKING PERMIT REQUIRED VANACCESSIBLE NOT TO SCALEPARKING SIGN - "VAN ACCESSIBLE"\A1;60" FROM FLOOR\A1;OF PARKING SPACENOT TO SCALECONCRETE SIDEWALK DETAIL1" NOT TO SCALEVERTICAL CONCRETE CURB DETAIL\A1;6"\A1;6"NOT TO SCALECONCRETE SIDEWALK FOR TRAFFICNOT TO SCALEASPHALT PAVEMENT DRIVE AISLESPAINT WHITE LOGO AND 4"BORDER ON LIGHT BLUE FIELD(3"x3") TYPSEE STANDARD DETAIL \pxql;SIDEWALK OR PLANTER 12" WHITE PAINT"NO PARKING" HANDICAP SIGNDIMENSION CRITERIA \pxqc;SIGN LOCATION \pxqc;HEIGHT REQUIREMENT \pxql;MIN. 60" TO BOTTOM OF SIGN\pxql;ON POLE \pxql;MIN. 36" TO BOTTOM OF SIGN\pxql;ON BUILDING \pxql;PLACE VAN-ACCESSIBLE SIGN UNDER HC SIGN (SEE PLAN) \A1;2'\A1;2'\pxql;SEE PARKING SIGN DETAIL\pxql;COMPACT SUBGRADE TO 95% AND REMOVE ANY LOOSE MATERIAL \pxql;4" AGGREGATE BASE \pxql;4" CONCRETE SIDEWALK \A1;2% MAX \A1;R=1/2" (TYP) \A1;SLOPE \pxql;PAVEMENT SURFACE REFLECTIVE SIGN CONSTRUCTED OF ALUMINUM SIGN TO BE CENTERED AT THE INTERIOR OF END OF PARKING SPACE AREA OF SIGN TO BE ALUMINUM A MIN 70 SQ IN GREEN WHITE BLUE DESIGNATED FOR "VAN ACCESSIBLE" WHERE APPROPRIATE MUST BE MOUNTED AT 60" HIGH MIN FROM FLOOR OF PARKING SPACE FOR FREE STANDING SIGNS WHITE GREEN \pxql;COMPACT SUBGRADE TO 95% AND REMOVE ANY LOOSE MATERIAL \pxql;4" AGGREGATE BASE \pxql;6" CONCRETE SIDEWALK \A1;2% MAX \pxql;WWF 4" GRID \A1;3"\pxql;3" ASPHALT TREATED BASE (ATB) \pxql;2" HOT MIX ASPHALT (HMA) COMPACTED SUBGRADEOR BASE NOTE: PAVING MATERIALS SHALL CONFORM TO WSDOT SPECIFICATIONS FOR 1/2-INCH CLASS HMA AND CRB. \pxql;6' PARKING BUMPER (CENTERED IN PARKING SPACE) \A1;2'\A1;BLUE WHEEL STOPS IN ADA PARKING STALLS NOT TO SCALE EXTRUDED CURB RADIUS \pxql;4" DEPTH CONCRETE FINISH SAME AS SIDEWALK CONCRETE REINFORCED\A1;3'\A1;3'\A1;R2.5'\pxql;EXTRUDED CURB \A1;1":1'\A1;1":1'\pxql;PAVEMENT \pxql;PAVEMENT \pxql;CONCRETE COMPACTEDSUBGRADE \A1;18"\A1;18" NOT TO SCALECONCRETE VALLEY GUTTER\A1;7"\pxql;3.5" \pxql;WWF 4" GRID \A1;1":1'\pxql;PAVEMENT \pxql;PAVEMENT \pxql;CONCRETE COMPACTEDSUBGRADE \A1;18"\A1;18" NOT TO SCALE ZERO HEIGHT CONCRETE CURB \A1;7"\pxql;3.5"\pxql;WWF 4" GRID \A1;16"AS-BUILT DRAWINGS 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 DATE: FIELDBOOK: DRAWING NO: PAGE: SHEET: OF: SCALE: DESIGNED: DRAWN: CHECKED: APPROVED:NO.REVISION BY DATE APPR SURVEYED: VERTICAL: NAVD 1988 IF NOT ONE INCH ONE INCHAT FULL SCALE HORIZONTAL: NAD 1983/1991 SCALE ACCORDINGLY DATUMPlanning/Building/Public Works Dept. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS www.LDCcorp.com 20210 142nd Avenue NE Woodinville, WA 98072 Fx. 425.482.2893 Ph. 425.806.1869 Surveying Engineering Pl anning ANN I VE RS ARYth15 NC MEV MEV MEV LDC RENTON SPECIAL CARE COMMUNITY RENTON SPECIAL CARE COMMUNITY, LLC RENTON SPECIAL CARE - 16-137 04-08-17 ΟΘ9 06,////46ΚΤ≅9 06,////12Β906//1572Θ∆ΜΣΝΜ ΡΟ∆ΒΗ≅Κ Β≅Θ∆Σ∆Χ,3/,28510 AS-BUILT DRAWINGS MEV 12-13-18KCOWLLIVE.KRAM REENIGNELANOISSEFORP DERETSIGER NOTGNIHSAWFOETATS 40908 KCOWLLIVE.KRAM REENIGNELANOISSEFORP DERETSIGER NOTGNIHSAWFOETATS 40908 12-13-18R-396222 NOTES AND DETAILS AS NOTED DT-04 2311AS-BUILT DRAWINGS 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 DATE: FIELDBOOK: DRAWING NO: PAGE: SHEET: OF: SCALE: DESIGNED: DRAWN: CHECKED: APPROVED:NO.REVISION BY DATE APPR SURVEYED: VERTICAL: NAVD 1988 IF NOT ONE INCH ONE INCHAT FULL SCALE HORIZONTAL: NAD 1983/1991 SCALE ACCORDINGLY DATUMPlanning/Building/Public Works Dept. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS www.LDCcorp.com 20210 142nd Avenue NE Woodinville, WA 98072 Fx. 425.482.2893 Ph. 425.806.1869 Surveying Engineering Pl anning ANN I VE RS ARYth15 NC MEV MEV MEV LDC RENTON SPECIAL CARE COMMUNITY RENTON SPECIAL CARE COMMUNITY, LLC RENTON SPECIAL CARE - 16-137 04-08-17 ΟΘ9 06,////46ΚΤ≅9 06,////12Β906//1572Θ∆ΜΣΝΜ ΡΟ∆ΒΗ≅Κ Β≅Θ∆Σ∆Χ,3/,28510 AS-BUILT DRAWINGS MEV 12-13-18KCOWLLIVE.KRAM REENIGNELANOISSEFORP DERETSIGER NOTGNIHSAWFOETATS 40908 KCOWLLIVE.KRAM REENIGNELANOISSEFORP DERETSIGER NOTGNIHSAWFOETATS 40908 12-13-18R-396222 NOTES AND DETAILS AS NOTED DT-05 2312AS-BUILT DRAWINGS