20-104332-UP-R-O-W Plan-11-06-2020-V2OWNER:
PROJECT:DATE:DESIGNED BY:PROJ. MANAGER:DRAWN BY:CHECKED BY:SCALE:REV. SHEETOFSHEET NUMBER7654321ABCDEFGHIJK7654321BYNo.DATE REVISION
TM
LEED ACCREDITED PROFESSIONAL" & THE RELATED
ACRONYM, & THE LEGACY LEED AP LOGO ARE TRADEMARKS
OWNED BY THE U.S. GREEN BUILDING COUNCIL & ARE
AWARDED TO INDIVIDUALS UNDER LICENSE BY THE GREEN
BUILDING CERTIFICATION INSTITUTE.88BASE MAP/TOPOGRAPHY PROVIDED BYOTHERS. DCG CANNOT BE HELD LIABLEFOR ACCURACY. CONTRACTOR SHALLFIELD VERIFY GRADES, UTILITIES, & ALLOTHER EX FEATURES & CONDITIONS. IFCONDITIONS ARE NOT AS SHOWN &/ORPLANS CANNOT BE CONSTRUCTED ASSHOWN, CONTACT DCG PRIOR TOCONSTRUCTION.(UNDERGROUND UTILITY LOCATIONS ARE APPROX.)CALL 8112 BUSINESS DAYSBEFORE YOU DIGABCDEFGHIJKGREENBUILD DEVELOPMENT
2200 6TH AVE, SUITE #539
SEATTLE, WA 98212
136 S. 293RD ST,
FEDERAL WAY, WA 98032
ESTGGSESAS SHOWN8/27/202013PROFESSIONALENGIN
EERREGISTERED47726 E
R
I
CD.SCHOSSST
A
T
EOFWASHINGTONOWP.O. Box 1132
Freeland, WA 98249
P: 360.331.4131
F: 360.331.5131
www.dcgengr.comPROJECT REF:_________________________________THESE PLANS ARE APPROVED FOR CONFORMANCEWITH THE CITY OF FEDERAL WAY'S ENGINEERINGREQUIREMENTS.DEV.REVIEW ENGINEER:_______________________APPROVED BY:________________________________DATE APPROVED:______________________________CONTACTS:PROJECT OWNER:STAN AFICHUK37237 42ND AVE SAUBURN, WA 98001PHONE: (206) 708-0065ENGINEER:DAVIDO CONSULTING GROUP, INC.9706 4TH AVE NE, SUITE 300SEATTLE, WA 98115PHONE (206) 523-0024ATTN. ERIC SCHOSSOW, P.E.SURVEYOR:TERRANE10801 MAIN ST, SUITE 102BELLEVUE, WA 98004PHONE (425) 458-4488GENERAL NOTES:1.PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTEDTO THE CITY PRIOR TO PRE-CONSTRUCTION MEETING.2.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITHTHE FEDERAL WAY REVISED CODE (FWRC),APPLICABLE ORDINANCES, AND THE CITY COUNCILCONDITIONS OF PROJECT APPROVAL. THESEDOCUMENTS ARE SUPPLEMENTED BY THE MOSTRECENT VERSION OF THE STANDARD SPECIFICATIONSFOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION(WSDOT/APWA), THE KING COUNTY ROAD STANDARDS(KCRS), AND THE KING COUNTY SURFACE WATERDESIGN MANUAL (KCSWDM). IT SHALL BE THE SOLERESPONSIBILITY OF THE APPLICANT AND THEPROFESSIONAL ENGINEER TO CORRECT ANY ERROR,OMISSION, OR VARIATION FROM THE ABOVEREQUIREMENTS FOUND IN THESE PLANS. ALLCORRECTIONS SHALL BE AT NO ADDITIONAL COST ORLIABILITY TO THE CITY OF FEDERAL WAY.3.THE DESIGN ELEMENTS WITHIN THESE PLANS HAVEBEEN REVIEWED ACCORDING TO THE FEDERAL WAYENGINEERING REVIEW CHECKLIST. SOME ELEMENTSMAY HAVE BEEN OVERLOOKED OR MISSED BY THECITY ENGINEERING PLAN REVIEWER. ANY VARIANCEFROM ADOPTED STANDARDS IS NOT ALLOWED UNLESSSPECIFICALLY APPROVED BY THE CITY OF FEDERALWAY, PRIOR TO CONSTRUCTION.4.APPROVAL OF THIS ROAD, GRADING, AND DRAINAGEPLAN DOES NOT CONSTITUTE AN APPROVAL OF ANYOTHER CONSTRUCTION (I.E. DOMESTIC WATERCONVEYANCE, SEWER CONVEYANCE, GAS,ELECTRICITY, ETC.)5.BEFORE ANY CONSTRUCTION OR DEVELOPMENTACTIVITY, A PRECONSTRUCTION MEETING MUST BEHELD BETWEEN THE CITY OF FEDERAL WAY, THEAPPLICANT, AND THE APPLICANT'S CONSTRUCTIONREPRESENTATIVE.6.A SIGNED COPY OF THESE APPROVED PLANS MUST BEON THE JOB SITE WHENEVER CONSTRUCTION IS INPROGRESS.7.ON-SITE CONSTRUCTION NOISE SHALL BE LIMITED ASPER FWRC (SECTION 19.105.040); NORMALLY THIS IS7:00 A.M. TO 8:00 P.M., MONDAY THROUGH FRIDAY, AND9:00 A.M. TO 8:00 P.M. ON SATURDAYS.8.RIGHT-OF-WAY CONSTRUCTION IS ALLOWED 8:30 A.M.TO 3:00 P.M. MONDAY THROUGH FRIDAY. WRITTENAUTHORIZATION TO WORK OUTSIDE OF THESE HOURSMUST BE GRANTED BY THE PUBLIC WORKS DIRECTOR.9.IT SHALL BE THE APPLICANT'S/CONTRACTOR'SRESPONSIBILITY TO OBTAIN ALL CONSTRUCTIONEASEMENTS NECESSARY BEFORE INITIATING OFF-SITEWORK WITHIN THE ROAD RIGHT-OF-WAY.10.FRANCHISED UTILITIES OF OTHER INSTALLATIONSTHAT ARE NOT SHOWN ON THESE APPROVED PLANSSHALL NOT BE CONSTRUCTED UNLESS AN APPROVEDSET OF PLANS THAT MEET ALL CITY REQUIREMENTSAND THE REQUIREMENTS OF KCRS CHAPTER 8 ARESUBMITTED TO THE CITY OF FEDERAL WAY AT LEASTTHREE DAYS PRIOR TO CONSTRUCTION.11.VERTICAL DATUM SHALL BE KCAS OR NGVD-29.12.GROUNDWATER SYSTEM CONSTRUCTION SHALL BEWITHIN A RIGHT-OF-WAY OR APPROPRIATE DRAINAGEEASEMENTS, BUT NOT UNDERNEATH THE ROADWAYSECTION. ALL GROUNDWATER SYSTEMS MUST BECONSTRUCTED IN ACCORDANCE WITH THEWSDOT/APWA STANDARD SPECIFICATIONS.13.ALL UTILITY TRENCHES IN THE RIGHT-OF-WAY SHALLBE BACKFILLED 5/8” CRUSHED ROCK AND COMPACTEDTO 95% DENSITY. WHEN TRENCH WIDTH IS 18 INCHESOR LESS, AND IS WITHIN THE TRAVELED WAY, TRENCHWILL BE BACKFILLED WITH CONTROL DENSITY FILL(SELF-COMPACTED FLOWABLE FILL) AS DEFINED BYWSDOT 2-09.3(1)E. THE AGGREGATE WILL BE 3/8-INCHMINUS.14.ALL ROADWAY SUBGRADE SHALL BE BACKFILLED ANDCOMPACTED TO 95% DENSITY IN ACCORDANCE WITHWSDOT 2-06.3.15.OPEN CUTTING OF EXISTING ROADWAYS IS NOTALLOWED UNLESS SPECIFICALLY APPROVED BY THEPUBLIC WORKS DIRECTOR AND NOTED ON THESEAPPROVED PLANS. ANY OPEN CUT SHALL BERESTORED IN ACCORDANCE WITH KCRS 8.03(B) 3.16.THE CONTRACTOR SHALL BE RESPONSIBLE FORPROVIDING ADEQUATE SAFEGUARDS, SAFETYDEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, ANDANY OTHER NEEDED ACTIONS TO PROTECT LIFE,HEALTH, AND SAFETY OF THE PUBLIC, AND TOPROTECT PROPERTY IN CONNECTION WITH THEPERFORMANCE OF WORK COVERED BY THECONTRACTOR. ANY WORK WITHIN THE TRAVELEDRIGHT-OF-WAY THAT MAY INTERRUPT NORMALTRAFFIC FLOW SHALL REQUIRE AT LEAST ONEFLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. ALLSECTIONS OF THE WSDOT STANDARD SPECIFICATIONS1-07.23 - TRAFFIC CONTROL, SHALL APPLY.17.CONTRACTOR SHALL PROVIDE AND INSTALL ALLREGULATORY AND WARNING SIGNS PER THE LATESTEDITION OF MANUAL ON UNIFORM TRAFFIC CONTROLDEVICES.18.ALL UTILITIES SHALL BE ADJUSTED TO FINAL GRADEAFTER PAVING ASPHALT WEARING COURSE.19.ROCKERIES ARE CONSIDERED TO BE A METHOD OFBANK STABILIZATION AND EROSION ONLY. ROCKERIESSHALL NOT BE CONSTRUCTED TO SERVE ASRETAINING WALLS. ALL ROCKERIES SHALL BECONSTRUCTED IN ACCORDANCE WITH CFW DRAWINGNUMBERS 3-22, 3-23. ROCKERIES MAY NOT EXCEEDSIX FEET IN HEIGHT FOR CUT SECTIONS OR FOURFEET IN HEIGHT FOR FILL SECTIONS UNLESSDESIGNED BY A GEOTECHNICAL OR STRUCTURALENGINEER LICENSED IN THE STATE OF WASHINGTON.VICINITY MAPNTSPROJECTLOCATION136 SOUTH 293RD STREETFEDERAL WAY, WA 98023SITE DEVELOPMENT PLANSSECTION 05, TOWNSHIP 21 NORTH, RANGE 04 EAST, W.M.LEGAL DESCRIPTION:(PER STATUTORY WARRANTY DEED RECORDING#20191101000871)LOT 8, REDONDO BAY TRANQUILITY, ACCORDING TO THEPLAT THEREOF RECORDED IN VOLUME 102 OF PLATS,PAGE(S) 93 AND 94, RECORDS OF KING COUNTY,WASHINGTON.SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON.BASIS OF BEARINGS:N 77°05'29" E BETWEEN FOUND CENTERLINEMONUMENTATION ALONG SOUTH 293RD STREET PER R1ABBREVIATIONS:ARCH =ARCHITECTBLDG =BUILDINGBOTS =BOTTOM OF STAIRC&G =CURB AND GUTTERCB =CATCH BASINCL =CENTERLINE OR CLASSCONC =CONCRETECSBC =CRUSHED SURFACING BASE COURSECSTC =CRUSHED SURFACING TOP COURSECW =CONCRETE SIDEWALKDEPT =DEPARTMENTDIP =DUCTILE IRON PIPEEA =EACHEG =EXISTING GRADEELEV =ELEVATIONESC =EROSION & SEDIMENTATION CONTROLEX =EXISTINGFF =FILTER FENCE/FINISH FLOORFG =FINISHED GRADEFL =FLOW LINEHMA =HOT MIX ASPHALTLSCAPE =LANDSCAPELT =LEFTMEP =MECHANICAL/ELECTRICAL/PLUMBINGMH =MANHOLEMIN =MINIMUMOHP =OVERHEAD POWERPL =PROPERTY LINEPOC =POINT OF CURVATUREPVC =POLYVINYL CHLORIDEROW =RIGHT-OF-WAYRT =RIGHTSD =STORM DRAINSDFM =STORM DRAIN FORCE MAINSDMH =STORM DRAIN MANHOLESS =SANITARY SEWERSSCO =SANITARY SEWER CLEANOUTSSMH =SANITARY SEWER MANHOLESSS =SANITARY SIDE SEWERSTA =STATIONTESC =TEMPORARY EROSION & SEDIMENT CONTROLTOC =TOP OF CURBTOP =TOP OF PAVEMENTTOPS =TOP OF STAIRTYP =TYPICALVCP =VITRIFIED CLAY PIPEW =WATER WADOH =WASHINGTON DEPARTMENT OF HEALTHWM =WATER METERCOVER SHEET1C01CAD FILE NUMBER: P:\CLIENTS-CIVIL\GREENBUILD DEVELOPMENT\AFICHUK SFR\DWG\DRAWING\136 S 293RD ST.DWGLAST MODIFIED BY: RYAN - SAVE DATE: 8/27/2020 2:20 PM - SHEET SET: XXXX - ORIGINAL SHEET SIZE: ANSI FULL BLEED D (34.00 X 22.00 INCHES)AUTOCAD VERSION: CIVIL 3D 2013
VERTICAL DATUM:NAVD88 PER GPS OBSERVATIONSSHEET INDEXSHEETTITLE1COVER SHEET2PRELIMINARY GRADING PLAN3PRELIMINARY UTILITY AND ROWIMPROVEMENT PLANPARCEL NO.:720250-0080Digitally signedby EricSchossowDate:2020.08.3115:08:45 -07'00'
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TOPW 176.50BOTW 168.85FG 176.00TOPW 176.50BOTW 165.65TOPW 176.50BOTW 174.00FG 176.00TOC 175.50TOPW 171.50BOTW 164.00FG 171.00FG 176.00TOPS 176.00BOTS 171.00CAD FILE NUMBER: P:\CLIENTS-CIVIL\GREENBUILD DEVELOPMENT\AFICHUK SFR\DWG\DRAWING\136 S 293RD ST.DWGLAST MODIFIED BY: RYAN - SAVE DATE: 8/27/2020 2:20 PM - SHEET SET: XXXX - ORIGINAL SHEET SIZE: ARCH FULL BLEED D (24.00 X 36.00 INCHES)AUTOCAD VERSION: CIVIL 3D 2013 KEY NOTESKEYDESCRIPTIONDETAIL/SHEETRETAINING WALL. TO BEDESIGNED BY OTHERS.-1201002040SCALE IN FEETOWNER:
PROJECT:DATE:DESIGNED BY:PROJ. MANAGER:DRAWN BY:CHECKED BY:SCALE:REV. SHEETOFSHEET NUMBER7654321ABCDEFGHIJK7654321BYNo.DATE REVISION
TM
LEED ACCREDITED PROFESSIONAL" & THE RELATED
ACRONYM, & THE LEGACY LEED AP LOGO ARE TRADEMARKS
OWNED BY THE U.S. GREEN BUILDING COUNCIL & ARE
AWARDED TO INDIVIDUALS UNDER LICENSE BY THE GREEN
BUILDING CERTIFICATION INSTITUTE.88BASE MAP/TOPOGRAPHY PROVIDED BYOTHERS. DCG CANNOT BE HELD LIABLEFOR ACCURACY. CONTRACTOR SHALLFIELD VERIFY GRADES, UTILITIES, & ALLOTHER EX FEATURES & CONDITIONS. IFCONDITIONS ARE NOT AS SHOWN &/ORPLANS CANNOT BE CONSTRUCTED ASSHOWN, CONTACT DCG PRIOR TOCONSTRUCTION.(UNDERGROUND UTILITY LOCATIONS ARE APPROX.)CALL 8112 BUSINESS DAYSBEFORE YOU DIGABCDEFGHIJKGREENBUILD DEVELOPMENT
2200 6TH AVE, SUITE #539
SEATTLE, WA 98212
136 S. 293RD ST,
FEDERAL WAY, WA 98032
ESTGGSESAS SHOWN8/27/202013PROFESSIONALENGIN
EERREGISTERED47726 E
RI
CD.SCHOSSST
A
T
EOFWASHINGTONOWP.O. Box 1132
Freeland, WA 98249
P: 360.331.4131
F: 360.331.5131
www.dcgengr.comPROJECT REF:_________________________________THESE PLANS ARE APPROVED FOR CONFORMANCEWITH THE CITY OF FEDERAL WAY'S ENGINEERINGREQUIREMENTS.DEV.REVIEW ENGINEER:_______________________APPROVED BY:________________________________DATE APPROVED:______________________________CUT AND FILL QUANTITIES:SUB-BASE GRADING ESTIMATE TOTALCUT:2,500 CY'SFILL:450 CY'SNET:2,150 CY'S (CUT)GRADING QUANTITIES GENERATED USING CIVIL 3D SOFTWARETO COMPARE TRIANGULATED IRREGULAR NETWORKS (TINS) ATA NOMINAL 1:1 EXPANSION/ COMPACTION RATIO. THE VOLUMESREPRESENTED ARE THE ESTIMATED DIFFERENTIAL BETWEENSUB-GRADE AND THE EXISTING GROUND SURFACE. IMPORT OFGRANULAR BACKFILL MATERIALS SUCH AS FOR UTILITYTRENCHES AND FOUNDATIONS SHALL BETRANSPORTED TO THE SITE.VOLUMES ARE FOR PERMIT ONLY. CONTRACTOR SHALL PROVIDEINDEPENDENT TAKEOFF FOR BIDDING.PRELIMINARY GRADING PLANPRELIMINARY GRADING PLAN2C02 LEGEND:CONCRETEASPHALT ROADWAYLANDSCAPEPERMEABLE PAVEMENTSURFACINGSTEEP SLOPE AREA11Digitally signedby EricSchossowDate:2020.08.3115:08:54 -07'00'
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N 01°54'32" E 104.18'N 89°20'42" W 139.51'N 01°54'32" E 96.00'N 58
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'22" MAP20" MAP28", 14" MAP48" MAP14", 12" ALD38" MAP(2) 10" MAP26" ALD16" ALD12" ALD8" ALD10" ALD10" ALD8" ALD8" ALD12" ALD14" ALD14" ALD24" ALD14" ALD14"MAP8" MAP18" ALD22" ALD22" ALD26", 18", 12", (2) 10" MAP28" MAP8" MAP18" ALD8" ALD14" ALD14" ALD14" ALD18", 10" MAP12" MAP18" ALD36" MAPCB (TYPE 1)RIM=109.87'IE 12"CPEP=108.07'(NE.)FOUND REBAR0.67'S & 0.93'EOF PROP CORSDMHRIM=176.53'IE 12"CMP=168.63'(NW.)SDMHRIM=110.15'IE 8"PVC=102.64'(N.)IE 12"CPEP=103.35'(NE.)IE 12"CPEP=103.73'(SW.)IE 12"CPEP=102.30'(NW.)SSMHRIM=175.30'IE 8"CONC(SE./W.)=158.70'(C.C.)CB (SOLID)RIM=178.21'IE 6"PVC=176.81'(SE./NE.)IE 12"HDP=110.91'IE 12"HDP=144.24'CONCWALLCONCWALLCURBCURBCURBFOUND REBARAT PROP CORFOUND REBAR/CAPLS# 70220.05'S & 0.09'WOF PROP CORFOUND REBAR/CAPLS# 487450.07'S & 0.06'EOF PROP CORFOUND REBAR/CAPLS# 70220.90'N & 0.43'EOF PROP COR10' STORMEASEMENTPER PLAT7' ELECTRICALEASEMENTPER PLATGRADE BREAKGRADE BREAKGRADE BREAKLOT 8LOT 7LOT 917615' BLDGSETBACKPER PLAT15' BLDGSETBACKPER PLAT176176176176
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OWNER:
PROJECT:DATE:DESIGNED BY:PROJ. MANAGER:DRAWN BY:CHECKED BY:SCALE:REV. SHEETOFSHEET NUMBER7654321ABCDEFGHIJK7654321BYNo.DATE REVISION
TM
LEED ACCREDITED PROFESSIONAL" & THE RELATED
ACRONYM, & THE LEGACY LEED AP LOGO ARE TRADEMARKS
OWNED BY THE U.S. GREEN BUILDING COUNCIL & ARE
AWARDED TO INDIVIDUALS UNDER LICENSE BY THE GREEN
BUILDING CERTIFICATION INSTITUTE.88BASE MAP/TOPOGRAPHY PROVIDED BYOTHERS. DCG CANNOT BE HELD LIABLEFOR ACCURACY. CONTRACTOR SHALLFIELD VERIFY GRADES, UTILITIES, & ALLOTHER EX FEATURES & CONDITIONS. IFCONDITIONS ARE NOT AS SHOWN &/ORPLANS CANNOT BE CONSTRUCTED ASSHOWN, CONTACT DCG PRIOR TOCONSTRUCTION.(UNDERGROUND UTILITY LOCATIONS ARE APPROX.)CALL 8112 BUSINESS DAYSBEFORE YOU DIGABCDEFGHIJKGREENBUILD DEVELOPMENT
2200 6TH AVE, SUITE #539
SEATTLE, WA 98212
136 S. 293RD ST,
FEDERAL WAY, WA 98032
ESTGGSESAS SHOWN8/27/202013PROFESSIONALENGIN
EERREGISTERED47726 E
R
I
CD.SCHOSSST
A
T
EOFWASHINGTONOWP.O. Box 1132
Freeland, WA 98249
P: 360.331.4131
F: 360.331.5131
www.dcgengr.comPROJECT REF:_________________________________THESE PLANS ARE APPROVED FOR CONFORMANCEWITH THE CITY OF FEDERAL WAY'S ENGINEERINGREQUIREMENTS.DEV.REVIEW ENGINEER:_______________________APPROVED BY:________________________________DATE APPROVED:______________________________PRELIMINARY UTILITY & ROW IMPROVEMENTS PLANKEY NOTESKEYDESCRIPTIONDETAIL/SHEETTYPE 1 CATCH BASIN W/ VANED GRATE-6" SD PIPE-SDCO - POINT OF COMPLIANCE-2" SDFM LINE-SDCO (TYP)-12" AREA DRAIN-STORMWATER PUMP STATION-FOOTING DRN (TYP)-PERVIOUS 24' WIDE DRIVEWAY-SSSCO (TYP)-4" SSS PIPE-3/4" WATER LINE-NEW RESIDENTIAL WATER METER.FIELD LOCATE & CONNECT TO EXWATER MAIN IN S. 293RD ST-DOWNSPOUT (TYP)-PAVEMENT PATCH PER COFWSTANDARDS-NEW 6" VERTICAL CURB-CONNECT TO EX 8" SS-CONNECT TO EX 12" SD-UTILITY TRENCHING-12345678910111213141516171819402001020SCALE IN FEETLEGEND:CONCRETEASPHALT ROADWAYLANDSCAPEPERMEABLE PAVEMENTSURFACINGSTEEP SLOPE AREAPROJECT SITE AREAS:EXISTING:IMPERVIOUS: 0 SFPERVIOUS: 3,230 SFTOTAL: 3,230 SFPROPOSED :ROOF AREA (INCLUDING DECK): 2,540 SFSTAIRS: 100 SFPARKING/DRIVEWAY: 590 SFTOTAL: 3,230 SFPRELIMINARY UTILITY & ROW IMPROVEMENT PLAN3C03CAD FILE NUMBER: P:\CLIENTS-CIVIL\GREENBUILD DEVELOPMENT\AFICHUK SFR\DWG\DRAWING\136 S 293RD ST.DWGLAST MODIFIED BY: RYAN - SAVE DATE: 8/27/2020 2:20 PM - SHEET SET: XXXX - ORIGINAL SHEET SIZE: ANSI FULL BLEED D (34.00 X 22.00 INCHES)AUTOCAD VERSION: CIVIL 3D 2013
21271311011964148322510555111518171619Digitally signedby EricSchossowDate:2020.08.3115:09:03 -07'00'