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HomeMy WebLinkAboutWeston Heights Utility Plan II CommentsLabel contains broken reference⅊⅊⅊⅊⅊⅊⅊⅊⅊11230590026389300030638930002094779402109477940220947794023094779402409477940250947794026023168000802316800090231680010023168001102316800120112305907811230590671023059026770820117010230590211023059259NILE AVE NESE 123RD STHoriz. Scale Vert. Scale Project No.Date No. Client Contact Approved By Checked By Designed By Drawn By REVISIONS DateDescriptionKnow what'sbelow.before you dig.CallR3 17 16 MARCH 17, 2016ENGINEER/PLANNERWETLAND BIOLOGISTLEGAL DESCRIPTIONSURVEYORWESTON HEIGHTSCONSTRUCTION DOCUMENTSNN.T.S.VICINITY MAPAPPLICANT/OWNERNPROJECTLOCATIONBASIS OF BEARINGSDATUMBENCHMARKREFERENCESTAX PARCELSITE ADDRESSGRADING QUANTITIES:UTILITY PROVIDERSWEST BASIN IMPERVIOUS AREA SUMMARYEAST BASIN IMPERVIOUS AREA SUMMARYKDS KJM SAM SAM 3/17/16349-004-14   1"=40'SEC. 11, TWP. 23 N, RGE. 5 E., W.M.WESTON HEIGHTS, LLC 15 LAKE BELLEVUE, STE 102 BELLEVUE WA 98005 (425)869-1300 ROBERT FITZMAURICE WESTON HEIGHTS TITLE SHEETC1.0LUA 14-000958Sheet List TableSHEETNUMBERSHEET TITLENOTE:GEOTECHU: 15-006162B:#RECEIVED[03/18/2016]jcisnerosDEVELOPMENT ENGINEERING DIVISIONCONTACT:WILLIAM CHANGU15-006162ADD HEARING EXAMINER'SAND SEPA CONDITIONS OFAPPROVAL TO COVER SHEETADD ANY BUILDING PERMITNUMBER RELATED TO THE UTILITYPERMIT. THIS WILIL INCLUDE THEVAULT, POND BAFFLE WALL, ETC.622 NILE HAS BEENREDEVELOPED INTO A NEWSINGLE FAMILY HOME WITH A NEWDRIVEWAY LAYOUT SINCE THEPREVIOUS REVIEW. UPDATE THESURVEY TO SHOW THE NEW FIELDCONDITIONS. ⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊11230590026389300030638930002094779402109477940220947794023094779402409477940250947794026023168000802316800090231680010023168001102316800120112305907811230590671023059026770820117010230590211023059259NILE AVE NE NE 7TH PLPASCO AVE NESE 123RD STHoriz. Scale Vert. Scale Project No.Date No. Client Contact Approved By Checked By Designed By Drawn By REVISIONS DateDescriptionKnow what'sbelow.before you dig.CallR3 17 16NCERTIFIED EROSION CONTROL SPECIALISTCONSTRUCTION SEQUENCEDATUMBENCHMARKKDS KJM SAM SAM 3/17/16349-004-14   1"=40'SEC. 11, TWP. 23 N, RGE. 5 E., W.M.WESTON HEIGHTS, LLC 15 LAKE BELLEVUE, STE 102 BELLEVUE WA 98005 (425)869-1300 ROBERT FITZMAURICE WESTON HEIGHTS T.E.S.C. PLANC2.0LUA 14-000958RECEIVED[03/18/2016]jcisnerosDEVELOPMENT ENGINEERING DIVISIONSHOWADDITIONALSILT FENCE(TYP)FOR EXISTING CATCH BASINS.LIST NPDES PERMIT #SHOW POND/TRAPAND OTHER TESCFACILITIES FOREAST BASIN. INCLUDE SWALES,DITCHES, CHECKDAMS, ETC.SHOW POND/TRAPAND OTHER TESCFACILITIES FORWEST BASIN. INCLUDE SWALES,DITCHES, CHECKDAMS, ETC.SEE EROSION CONTROL NOTE 7, SHEET C2.1CECSL # EF8181808OR REVISE PERCONTRACTORSELECTION. SHOW ON PLANS.SHOW ON PLANS. SURFACEWATER COLLECTION SHALL BEPER SECTION D.3.6 OF APPENDIXD OF THE 2009 KCSWDM.SHOW HOW CONSTRUCTIONSTORMWATER FLOW CONTROLMEASURES WILL BE MET AND HOWCONSTRUCTION STORMWATER WILLBE DISCHARGED FROM THE SITE. INCLUDE RISER PIPES, PUMPS,TEMPORARY PUMPS, ETC. SHOWOUTLET PROTECTION AT THECONSTRUCTION STORMWATERDISCHARGE POINT. Horiz. Scale Vert. Scale Project No.Date No. Client Contact Approved By Checked By Designed By Drawn By REVISIONS DateDescriptionKnow what'sbelow.before you dig.CallR3 17 16 KDS KJM SAM SAM 3/17/16349-004-14    SEC. 11, TWP. 23 N, RGE. 5 E., W.M.WESTON HEIGHTS, LLC 15 LAKE BELLEVUE, STE 102 BELLEVUE WA 98005 (425)869-1300 ROBERT FITZMAURICE WESTON HEIGHTS T.E.S.C. NOTES & DETAILSC2.1LUA 14-0009582-ROCK CONSTRUCTION ENTRANCEN.T.S.3-SILT FENCE DETAIL1-CATCH BASIN INLET PROTECTION DETAILN.T.S.N.T.S.4-GRADING SETBACK TO PROPERTY LINEN.T.S.EROSION CONTROL NOTESRECEIVED[03/18/2016]jcisnerosDEVELOPMENT ENGINEERING DIVISIONSHOW DETAILS FOR POND/TRAP,SWALES, DITCHES, CHECK DAMS,AND ALL OTHER TESC FACILITIES. 11230590026389300030638930002094779402109477940220947794023094779402409477940250947794026023168000802316800090231680010023168001102316800120112305907811230590671023059026770820117010230590211023059259PRIVATETRACT ATRACT BPRIVATETRACT CNILE AVE NE NE 7TH PLPASCO AVE NESE 123RD STROAD APRIVATEROAD BPRIVATEROAD C ALIGNMENT LINE TABLECURVE DATA TABLEΔHoriz. Scale Vert. Scale Project No.Date No. Client Contact Approved By Checked By Designed By Drawn By REVISIONS DateDescriptionKnow what'sbelow.before you dig.CallR3 17 16 KDS KJM SAM SAM 3/17/16349-004-14   1"=40'SEC. 11, TWP. 23 N, RGE. 5 E., W.M.WESTON HEIGHTS, LLC 15 LAKE BELLEVUE, STE 102 BELLEVUE WA 98005 (425)869-1300 ROBERT FITZMAURICE WESTON HEIGHTS ROAD PLANC3.0LUA 14-000958NA-FRONTAGE IMPROVEMENT - NILE AVE NE PUBLIC RIGHT-OF-WAYN.T.S.B-ROAD A PUBLIC ROADN.T.S.LEGEND:C-ROAD BPRIVATE ROADN.T.S.D-ROAD CPRIVATE ROADN.T.S.SCALE: 1"= 10'1-ACP RAMPNILE AVE NE SCALE: 1"= 10'2-ACP RAMPDATUMBENCHMARKRECEIVED[03/18/2016]jcisnerosDEVELOPMENT ENGINEERING DIVISIONSHOW SLOPES, ADDTRUNCATED DOMES, ANDREFERENCE WSDOT DETAIL.MAX.MAX.CSTCTRAVEL LANEPARKING LANEPROVIDE GRADING DETAILSFOR ALL FIVE CURB RAMPSALONG ROAD A AND NILEAVENUE NE. SHOW SLOPES,SPOT ELEVATIONS,LANDING, ETC.STREETLIGHT PER CORSTD. PLAN 116.1, SEELIGHTING PLANS (TYP)PERPENDICULAR CURBRAMP PER WSDOTF40.15-02 (TYP)STREETINTERSECTIONSTATION EQUATIONMAKE RAMPSPERPENDICULAR TO ROAD A.ADD RAMP PERPENDICULARTO NILE AVENUE NE. ALLRAMPS PERPENDICULARCURB RAMP PER WSDOTF40.15-02 (TYP)ADD HATCH TO LEGENDCONCRETE DRIVEWAY PERCOR STD. PLAN 104.3 (TYP),ADD STATIONING,SUGGEST SEPERATEHATCH FOR DRIVEWAYSTREETINTERSECTIONSTATION EQUATIONTHIS RAMP WILL BE REMOVEDWITH THE CONSTRUCTION OFWESTON HEIGHTS NORTH.LABEL THIS RAMP ASTEMPORARY AND TO REPLACECURB AND SIDEWALK TO CITYSTANDARDS UPON REMOVAL. MAX.SHOW ALL STREET TREESAND STREETLIGHTS.HALF STRET GRIND ANDOVERLAY IS REQUIRED.REVISE ACP RAMPLAYOUT. SEETRANSPORTATIONCOMMENT #6.CHECK STATIONNOTCH CURBLABEL RISE OFTHICKENED EDGELABEL AND STATIONCURB TRANSITIONS (TYP)STATION BEGINNINGOF THICKENEDASPHALT EDGE.ENSURE ROADWAYTAPERS MEETAASHTO STANDARDS. Horiz. Scale Vert. Scale Project No.Date No. Client Contact Approved By Checked By Designed By Drawn By REVISIONS DateDescriptionKnow what'sbelow.before you dig.CallR3 17 16 KDS KJM SAM SAM 3/17/16349-004-14    SEC. 11, TWP. 23 N, RGE. 5 E., W.M.WESTON HEIGHTS, LLC 15 LAKE BELLEVUE, STE 102 BELLEVUE WA 98005 (425)869-1300 ROBERT FITZMAURICE WESTON HEIGHTS ROAD PLAN DETAILSC3.1LUA 14-0009585-MONUMENT CASE & COVERN.T.S.6-N.C.B.U. MAILBOX UNITN.T.S.CURB RETURN TABLE7-TYPE 1 MAILBOX UNITN.T.S.RECEIVED[03/18/2016]jcisnerosDEVELOPMENT ENGINEERING DIVISION KDS KJM SAM SAM 3/17/16349-004-14    SEC. 11, TWP. 23 N, RGE. 5 E., W.M.WESTON HEIGHTS, LLC 15 LAKE BELLEVUE, STE 102 BELLEVUE WA 98005 (425)869-1300 ROBERT FITZMAURICE WESTON HEIGHTS ROAD PLAN DETAILSC3.2LUA 14-000958Horiz. Scale Vert. Scale Project No.Date No. Client Contact Approved By Checked By Designed By Drawn By REVISIONS DateDescriptionKnow what'sbelow.before you dig.CallR3 17 164-SPLIT-RAIL FENCE WITH SENSITIVE AREA SIGNSN.T.S.3-WETLANDS SIGN DETAILN.T.S.RECEIVED[03/18/2016]jcisnerosDEVELOPMENT ENGINEERING DIVISION KDS KJM SAM SAM 3/17/16349-004-14    SEC. 11, TWP. 23 N, RGE. 5 E., W.M.WESTON HEIGHTS, LLC 15 LAKE BELLEVUE, STE 102 BELLEVUE WA 98005 (425)869-1300 ROBERT FITZMAURICE WESTON HEIGHTS ROAD PLAN DETAILSC3.3LUA 14-000958Horiz. Scale Vert. Scale Project No.Date No. Client Contact Approved By Checked By Designed By Drawn By REVISIONS DateDescriptionKnow what'sbelow.before you dig.CallR3 17 16RECEIVED[03/18/2016]jcisnerosDEVELOPMENT ENGINEERING DIVISIONADD H032.1 TRANSVERSE PATCHFOR FLEXIBLE PAVEMENT. 11230590026389300030638930002094779402109477940220947794023094779402409477940250947794026023168000802316800090231680010023168001102316800120112305907811230590671023059026770820117010230590211023059259PRIVATETRACT ATRACT BPRIVATETRACT CNILE AVE NE NE 7TH PLPASCO AVE NESE 123RD STROAD APRIVATEROAD BPRIVATEROAD C Horiz. Scale Vert. Scale Project No.Date No. Client Contact Approved By Checked By Designed By Drawn By REVISIONS DateDescriptionKnow what'sbelow.before you dig.CallR3 17 16 KDS KJM SAM SAM 3/17/16349-004-14   1"=40'SEC. 11, TWP. 23 N, RGE. 5 E., W.M.WESTON HEIGHTS, LLC 15 LAKE BELLEVUE, STE 102 BELLEVUE WA 98005 (425)869-1300 ROBERT FITZMAURICE WESTON HEIGHTS GRADING & DRAINAGE PLANC4.0LUA 14-000958NLEGEND:DATUMBENCHMARK1-YARD DRAIN DETAILSPAVED AREASUNPAVED AREASRECEIVED[03/18/2016]jcisnerosDEVELOPMENT ENGINEERING DIVISIONCLEANOUTTHE DETAIL PROVIDED IS FORA CLEANOUT. PROVIDE ANADDITIONAL DETAIL FOR AYARD DRAIN IF YARD DRAINSARE PROPOSED.PROVIDE RIMS AND INVERTS OF THEYARD DRAINS. THERE WAS A YARDDRAIN TABLE PROVIDED WITH THEPREVIOUS SUBMITTAL. THIS TABLEMAY ACTUALLY BE A CLEANOUT TABLE.SHOW AND LABELFENCE AROUND POND.PROVIDE A DETAIL OF THE PROPOSEDWALL. WALL FOOTING SHALL BE PERGEOTECHNICAL ENGINEERRECOMMENDATIONS. WALLS THATMEASURE 4' OR GREATER FROM THEBOTTOM OF FOOTING TO THE TOP OF WALLREQUIRE A SEPARATE BUILDING PERMIT.SHOW ROCK PADFOR ENERGY PER4.2.2.A FOR ENERGYDISSAPPATIONNO CATCH BASINSARE ALLOWED INTHE SIDEWALK. REVISE DESIGN.NEW SITECONDITIONS. REFERENCE GENERALCOMMENT #5.MORE INFORMATION WILL BE NEEDED FOR THE RESTRICTED FOOTPRINTFOR EACH LOT. PROVIDE A TABLE SHOWING THE LOT AREA, MAXIMUMIMPERVIOUS AREA, AND PROPOSED IMPERVIOUS AREA. THE MAXIMUMIMPERVIOUS SURFACE ALLOWED IS 50% OF THE LOT AREA IN AN R-4 ZONE.IMPERVIOUS SURFACE COVERAGE OF EACH LOT WILL NEED TO BEREDUCED TO 40% TO USE RESTRICTED FOOTPRINT AS THE REQUIREDFLOW CONTROL BMP.TOW AND BOWELEVATIONS AREMISLABELED.ADD NOTE STATING THAT ALLGRADING ALONG THE EASTERNEDGE OF PRIVATE ROAD CNEEDS TO BE DONE ON SITE. SHOW SPOT ELEVATIONSALONG THE EASTERN EDGE OFPRIVATE ROAD C THAT SHOWHOW THE PROPOSED ANDEXISTING GRADES MEET.SHOW HOW STORMWATERFROM THIS PORTION OFPRIVATE ROAD C WILL BEROUTED TO THEDETENTION POND. Horiz. Scale Vert. Scale Project No.Date No. Client Contact Approved By Checked By Designed By Drawn By REVISIONS DateDescriptionKnow what'sbelow.before you dig.CallR3 17 16 KDS KJM SAM SAM 3/17/16349-004-14 1"=5' 1"=40'SEC. 11, TWP. 23 N, RGE. 5 E., W.M.WESTON HEIGHTS, LLC 15 LAKE BELLEVUE, STE 102 BELLEVUE WA 98005 (425)869-1300 ROBERT FITZMAURICE WESTON HEIGHTS ROAD & DRAINAGE PROFILESC4.1LUA 14-000958PROFILE - ROAD APROFILE - PRIVATE ROAD CPROFILE - NILE AVE NEPROFILE - PRIVATE ROAD BDATUMBENCHMARKPROFILE - CB#13A TO CB1RECEIVED[03/18/2016]jcisnerosDEVELOPMENT ENGINEERING DIVISION1. SPECIFY ALL CB GRATES / LIDSAND STANDARD DETAILS FORNON-STANDARD INSTALLATIONS.2. SHOW AND LABEL ALL UTILITYCROSSINGS. LABEL CLEARANCESAS NECESSARY.NO CATCHBASINS AREALLOWED IN THESIDEWALK. REVISE DESIGN.2.17%SHOW ROCK PADFOR ENERGY PER4.2.2.A FOR ENERGYDISSAPPATION0.63%THRU-CURB INLET PERCOR STD. PLAN 203.00AND BI-DIRECTIONALVANED GRATE PER CORSTD. PLAN 204.20.IS THIS ANINLET?21.67%DOESN'TMATCH ROAD PLAN.SHOW ROCK PADFOR ENERGY PER4.2.2.A FOR ENERGYDISSAPPATION10.00%DOESN'TMATCH LEFT.CHECK IF THISMATCHES THE PLAN.EX.IF CB #1A IS LOCATEDOUTSIDE OF THE FLOWLINE, IT WILL NEED A SOLIDLOCKING LID PER COR STD.PLAN 204.10.10.00% NILE AVE NEPRIVATETRACT AVAULT - SECTIONCELL-1 - SECTIONCELL-2 - SECTIONSCALE: 1"=10'SCALE: 1"=10'SCALE: 1"=10'VAULT FLOOR ELEVATIONSSCALE: 1"=10'TYPE 2-54" CATCH BASINSCALE: 1"=2'1-CB #3 - CONTROL STRUCTURECONTROL STRUCTURE PLAN VIEWSCALE: 1"=2'ELBOW RESTRICTOR DETAILELBOW RESTRICTOR DETAILHoriz. Scale Vert. Scale Project No.Date No. Client Contact Approved By Checked By Designed By Drawn By REVISIONS DateDescriptionKnow what'sbelow.before you dig.CallR3 17 16 KDS KJM SAM SAM 3/17/16349-004-14   1"=20'SEC. 11, TWP. 23 N, RGE. 5 E., W.M.WESTON HEIGHTS, LLC 15 LAKE BELLEVUE, STE 102 BELLEVUE WA 98005 (425)869-1300 ROBERT FITZMAURICE WESTON HEIGHTS DRAINAGE TRACT A DETAILSC4.2LUA 14-000958STORM TRACT ADATUMBENCHMARKNRECEIVED[03/18/2016]jcisnerosDEVELOPMENT ENGINEERING DIVISIONNLABEL IE ELEVATION(TYP)LABEL PIPE MATERIAL,PROVIDE DETAIL /SECTION SHOWING HOWTHIS WILL BE INSTALLED.THE INLET IS LOWER THANTHE OUTLET. THIS WOULDCREATE AN UNFAVORABLESUBMERGED INLET. WETVAULT DESIGN CRITERIAPER 6.4.2.2 NEEDS TO BE MET.CELL 1 SHALL CONTAIN 25%TO 35% OF THE TOTALWETPOOOL VOLUME. CELL 1CURRENTLY CONTAINS 100%OF THE WETPOOL VOLUME.SEDIMENT STORAGE IN CELL2 IS NOT NEEDED.EXTEND VIEWPORT TOCAPTURE CB#4.SHOW VAULT OUTLET AND INLET. SUGGEST ROTATING TO MATCHPLAN AND SECTION VIEWS.LABEL ACCESSMANHOLE (TYP)5' X 10' GRATE NEEDSTO BE PROVIDEDOVER SECONDWETPOOL CELL.SHOW AND LABELELEVATION OF GRADEOVER VAULT. SHOW VAULTACCESS POINTS. (TYP)ADD NOTES TO CONTROL STRUCTURE DETAIL PERSECTION 5.3.4 OF THE 2009 KCSWDM. LABEL PIPEMATERIAL FOR THE STANDPIPE, LABEL PIPESUPPORTS AND MATERIALS OF PIPE SUPPORTS,LABEL MANHOLE FRAME AND COVER DETAIL, PIPEMATERIAL, LABEL MATERIAL OF LADDER, ETC.SHOW HOW PIPES WILLENTER CB #1. PIPES NEEDTO MATCH CROWNS.RECEIVED[03/18/2016]jcisnerosDEVELOPMENT ENGINEERING DIVISIONNLABEL IE ELEVATION(TYP)LABEL PIPE MATERIAL,PROVIDE DETAIL /SECTION SHOWING HOWTHIS WILL BE INSTALLED.THE INLET IS LOWER THANTHE OUTLET. THIS WOULDCREATE AN UNFAVORABLESUBMERGED INLET. WETVAULT DESIGN CRITERIAPER 6.4.2.2 NEEDS TO BE MET.CELL 1 SHALL CONTAIN 25%TO 35% OF THE TOTALWETPOOOL VOLUME. CELL 1CURRENTLY CONTAINS 100%OF THE WETPOOL VOLUME.SEDIMENT STORAGE IN CELL2 IS NOT NEEDED.EXTEND VIEWPORT TOCAPTURE CB#4.SHOW VAULT OUTLET AND INLET. SUGGEST ROTATING TO MATCHPLAN AND SECTION VIEWS.LABEL ACCESSMANHOLE (TYP)5' X 10' GRATE NEEDSTO BE PROVIDEDOVER SECONDWETPOOL CELL.SHOW AND LABELELEVATION OF GRADEOVER VAULT. SHOW VAULTACCESS POINTS. (TYP)ADD NOTES TO CONTROL STRUCTURE DETAIL PERSECTION 5.3.4 OF THE 2009 KCSWDM. LABEL PIPEMATERIAL FOR THE STANDPIPE, LABEL PIPESUPPORTS AND MATERIALS OF PIPE SUPPORTS,LABEL MANHOLE FRAME AND COVER DETAIL, PIPEMATERIAL, LABEL MATERIAL OF LADDER, ETC.SHOW HOW PIPES WILLENTER CB #1. PIPES NEEDTO MATCH CROWNS. 94779402409477940250947794026023168000802316800090TRACT CROAD C(PRIVATE) Horiz. Scale Vert. Scale Project No.Date No. Client Contact Approved By Checked By Designed By Drawn By REVISIONS DateDescriptionKnow what'sbelow.before you dig.CallR3 17 16 KDS KJM SAM SAM 3/17/16349-004-14 1"=10' 1"=20'SEC. 11, TWP. 23 N, RGE. 5 E., W.M.WESTON HEIGHTS, LLC 15 LAKE BELLEVUE, STE 102 BELLEVUE WA 98005 (425)869-1300 ROBERT FITZMAURICE WESTON HEIGHTS DRAINAGE TRACT C DETAILSC4.3LUA 14-000958CONTROL STRUCTURE PLAN VIEWSCALE: 1"=2'ELBOW RESTRICTOR DETAILELBOW RESTRICTOR DETAILSTORM TRACT CDATUMBENCHMARKPROFILE - STORM TRACT CTYPE 2-54" CATCH BASINSCALE: 1"=2'1-CB #10 - CONTROL STRUCTUREB-POND SECTION BHORIZONTAL SCALE: 1"=20'VERTICAL SCALE: 1"=8'A-POND SECTION AHORIZONTAL SCALE: 1"=20'VERTICAL SCALE: 1"=8'HORIZONTAL SCALE: 1"=20'VERTICAL SCALE: 1"=8'NNPROFILE - STORM TRACT CHORIZONTAL SCALE: 1"=20'VERTICAL SCALE: 1"=8'RECEIVED[03/18/2016]jcisnerosDEVELOPMENT ENGINEERING DIVISIONREADABILITYUPDATE TO NEWCONFIGURATION. INLETIS NOW FROM THE SW.SWDOESN'T MATCHKCRTS MODEL.REVISE PLAN.CELL 1AN ECOLOGY BLOCK WALL WILL NOT BEPERMITTED TO BE USED AS A BAFFLE WALL. ANY BAFFLE WALL THAT IS 4' OR GREATERIN HEIGHT FROM BOTTOM OF FOOTING WILLREQUIRE A SEPERATE BUILDING PERMIT.ADD SPOT ELEVATIONS TOSHOW HOW POND WILL TIEINTO THE PROPERTY TO THESOUTH.CELL 2THE POND AND DISPERSION TRENCHESWILL BE PRIVATELY MAINTAINED. MAINTENANCE COVENANT WILL NEED TOBE SUBMITTED.THE CITY WILL NOT ALLOW AN ECOLOGYBLOCK WALL TO BE USED AS A BAFFLE. PLEASE PROVIDE A REVISED DESIGN.CELL 2CELL 1SHOW AND DETAIL ROCK PADFOR ENERGY DISSAPATION.CCPROVIDE SECTION C-C TO SHOWBAFFLE WALL AND PROPOSEDBAFFLE WALL GAP.ADD PROFILEFROM CB#10ATO CB #10B.ADD DIMENSIONS TO THEPOND. ENSURE THAT ALENGTH TO WIDTH RATIOOF AT LEAST 3:1 IS MET. CELL 1 SHALL CONTAIN 25% TO35% OF THE TOTAL WETPOOLVOLUME. CELL 1 CURRENTLYLOOKS TOO LARGE. WETPOND DESIGN CRITERIA PER 6.4.1.2 NEEDS TO BEMET. IF A WETPOND CANNOT FEASIBLY BE USED TOACCOMPLISH BASIC WATER QUALITY TREATMENT, LOOK INTO OTHER ALTERNATIVES.PROVIDE DETAILFOR FENCE.ADD NOTES TO CONTROL STRUCTURE DETAIL PERSECTION 5.3.4 OF THE 2009 KCSWDM. LABEL PIPEMATERIAL FOR THE STANDPIPE, LABEL PIPESUPPORTS AND MATERIALS OF PIPE SUPPORTS,LABEL MANHOLE FRAME AND COVER DETAIL, PIPEMATERIAL, LABEL MATERIAL OF LADDER, ETC.SEDIMENT STORAGE IN CELL2 IS NOT NEEDED.ACCESS RAMP NEEDED TOACCESS CELL 1 FOR SEDIMENTREMOVAL Horiz. Scale Vert. Scale Project No.Date No. Client Contact Approved By Checked By Designed By Drawn By REVISIONS DateDescriptionKnow what'sbelow.before you dig.CallR3 17 16 KDS KJM SAM SAM 3/17/16349-004-14    SEC. 11, TWP. 23 N, RGE. 5 E., W.M.WESTON HEIGHTS, LLC 15 LAKE BELLEVUE, STE 102 BELLEVUE WA 98005 (425)869-1300 ROBERT FITZMAURICE WESTON HEIGHTS DRAINAGE NOTES & DETAILSC4.4LUA 14-000958“”SURFACE WATER DRAINAGE NOTES AND SPECIFICATIONS RECEIVED[03/18/2016]jcisnerosDEVELOPMENT ENGINEERING DIVISIONUPDATE SURFACE WATERPLAN NOTES TO CONFORMTO THE CITY AMMENDMENTSTO THE 2009 KCSWDM. THERE ARE 27 NOTES. Horiz. Scale Vert. Scale Project No.Date No. Client Contact Approved By Checked By Designed By Drawn By REVISIONS DateDescriptionKnow what'sbelow.before you dig.CallR3 17 16 KDS KJM SAM SAM 3/17/16349-004-14    SEC. 11, TWP. 23 N, RGE. 5 E., W.M.WESTON HEIGHTS, LLC 15 LAKE BELLEVUE, STE 102 BELLEVUE WA 98005 (425)869-1300 ROBERT FITZMAURICE WESTON HEIGHTS DRAINAGE DETAILSC4.5LUA 14-000958RECEIVED[03/18/2016]jcisnerosDEVELOPMENT ENGINEERING DIVISIONADD STD. PLAN 204.30 BI-DIRECTIONAL VANED GRATE FOR CB#5. 11230590026389300030638930002094779402109477940220947794023094779402409477940250947794026023168000802316800090231680010023168001102316800120112305907811230590671023059026770820117010230590211023059259PRIVATETRACT ATRACT BPRIVATETRACT CNILE AVE NE NE 7TH PLPASCO AVE NESE 123RD STROAD APRIVATEROAD BPRIVATEROAD CHoriz. Scale Vert. Scale Project No.Date No. Client Contact Approved By Checked By Designed By Drawn By REVISIONS DateDescriptionKnow what'sbelow.before you dig.CallR3 17 16 KDS KJM SAM SAM 3/17/16349-004-14   1"=40'SEC. 11, TWP. 23 N, RGE. 5 E., W.M.WESTON HEIGHTS, LLC 15 LAKE BELLEVUE, STE 102 BELLEVUE WA 98005 (425)869-1300 ROBERT FITZMAURICE WESTON HEIGHTS SEWER PLAN & NOTESC5.0----NSEWER NOTE:DATUMBENCHMARKSANITARY SIDE SEWERS’’ SEWER GENERAL NOTESRECEIVED[03/18/2016]jcisnerosDEVELOPMENT ENGINEERING DIVISIONEXTEND SEWER MAIN15' NORTH TO SERVE703 NILE AVE NE.LABEL PIPE MATERIAL,LENGTH, AND SLOPE.BAAREFERENCEGRINDER PUMPDETAIL SHEET C5.2 Horiz. Scale Vert. Scale Project No.Date No. Client Contact Approved By Checked By Designed By Drawn By REVISIONS DateDescriptionKnow what'sbelow.before you dig.CallR3 17 16 KDS KJM SAM SAM 3/17/16349-004-14 1'=5' 1"=40'SEC. 11, TWP. 23 N, RGE. 5 E., W.M.WESTON HEIGHTS, LLC 15 LAKE BELLEVUE, STE 102 BELLEVUE WA 98005 (425)869-1300 ROBERT FITZMAURICE WESTON HEIGHTS SEWER PROFILESC5.1PROFILE - ROAD APROFILE - NILE AVE NEPROFILE - PRIVATE ROAD BDATUMBENCHMARKPROFILE - PRIVATE ROAD CRECEIVED[03/18/2016]jcisnerosDEVELOPMENT ENGINEERING DIVISIONMOVE MH 15' TOTHE NORTH. SEESHEET C5.01. SHOW AND LABEL ALL UTILITY CROSSINGS. LABEL CLEARANCES AS NECESSARY.2. LABEL PIPE MATERIAL FOR ALL PIPE SEGMENTS.3. LABEL THE IE IN OF THE SIDE SEWERS AT MANHOLES.4. SHOW AND LABEL ROAD INTERSECTIONS. EX. IE OUT: 520.00 (8" W)PER COR STD. PLAN400.1 SSMH (TYP) Horiz. Scale Vert. Scale Project No.Date No. Client Contact Approved By Checked By Designed By Drawn By REVISIONS DateDescriptionKnow what'sbelow.before you dig.CallR3 17 16 KDS KJM SAM SAM 3/17/16349-004-14    SEC. 11, TWP. 23 N, RGE. 5 E., W.M.WESTON HEIGHTS, LLC 15 LAKE BELLEVUE, STE 102 BELLEVUE WA 98005 (425)869-1300 ROBERT FITZMAURICE WESTON HEIGHTS SEWER DETAILSC5.2DATUMBENCHMARKRECEIVED[03/18/2016]jcisnerosDEVELOPMENT ENGINEERING DIVISIONUPDATE TO MOST RECENT DETAILS. Label contains broken reference⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊11230590026389300030638930002094779402109477940220947794023094779402409477940250947794026023168000802316800090231680010023168001102316800120112305907811230590671023059026770820117010230590211023059259MARCH 11, 2016ENGINEER/PLANNERWETLAND BIOLOGISTLEGAL DESCRIPTIONSURVEYORWESTON HEIGHTSCONSTRUCTION DOCUMENTSNN.T.S.VICINITY MAPAPPLICANT/OWNERNPROJECTLOCATIONBASIS OF BEARINGSDATUMBENCHMARKREFERENCESTAX PARCELSITE ADDRESSUTILITY PROVIDERSKDS KJM SAM SAM 03/11/16349-004-14  -  1"=40'SEC. 11, TWP. 23 N, RGN. 5 E., W.M.WESTON HEIGHTS, LLC 15 LAKE BELLEVUE, STE 102 BELLEVUE, WA 98005 (425)869-1300 ROBERT FITZMAURICE WESTON HEIGHTS TITLE SHEETWA-01----NOTE:Sheet List TableSHEETNUMBERSHEET TITLEHoriz. Scale Vert. Scale Project No.Date No. Client Contact Approved By Checked By Designed By Drawn By REVISIONS DateDescriptionKnow what'sbelow.before you dig.CallR3 11 16RECEIVED[03/18/2016]jcisnerosDEVELOPMENT ENGINEERING DIVISIONWATER PLANS ARE BEINGREVIEWED BY KING COUNTYWATER DISTRICT 90.PROVIDE APPROVED KCWD90PLANS TO CITY WHENAVAILABLE. 11230590026389300030638930002094779402109477940220947794023094779402409477940250947794026023168000802316800090231680010023168001102316800120112305907811230590671023059026770820117010230590211023059259PRIVATETRACT ATRACT BPRIVATETRACT CNILE AVE NE NE 7TH PLPASCO AVE NESE 123RD STKDS KJM SAM SAM 03/11/16349-004-14   1"=40'SEC. 11, TWP. 23 N, RGN. 5 E., W.M.WESTON HEIGHTS, LLC 15 LAKE BELLEVUE, STE 102 BELLEVUE, WA 98005 (425)869-1300 ROBERT FITZMAURICE WESTON HEIGHTS WATER PLANWA-02 NWATER NOTES:DATUMBENCHMARKHoriz. Scale Vert. Scale Project No.Date No. Client Contact Approved By Checked By Designed By Drawn By REVISIONS DateDescriptionKnow what'sbelow.before you dig.CallR3 11 16 LEGENDRECEIVED[03/18/2016]jcisnerosDEVELOPMENT ENGINEERING DIVISION KDS KJM SAM SAM 03/11/16349-004-14 1"=5' 1"=40'SEC. 11, TWP. 23 N, RGN. 5 E., W.M.WESTON HEIGHTS, LLC 15 LAKE BELLEVUE, STE 102 BELLEVUE, WA 98005 (425)869-1300 ROBERT FITZMAURICE WESTON HEIGHTS WATER PROFILEWA-03PROFILE - ROAD APROFILE - PRIVATE ROAD BDATUMBENCHMARKPROFILE - PRIVATE ROAD CHoriz. Scale Vert. Scale Project No.Date No. Client Contact Approved By Checked By Designed By Drawn By REVISIONS DateDescriptionKnow what'sbelow.before you dig.CallR3 11 16PROFILE - WATER EASEMENT ON LOT 9RECEIVED[03/18/2016]jcisnerosDEVELOPMENT ENGINEERING DIVISION ROAD APRIVATEROAD BPRIVATETRACT ATRACT B123456987Luminaire ScheduleSymbolQtyLabelTotal Lamp LumensLLFDescription9PRESTIGE CY17T4-VS3AR-SKY-2-3N.A.0.90038w type IICalculation SummaryLabelCalcTypeUnitsAvgMaxMinAvg/MinCalcPts_1IlluminanceFc0.662.60.0N.A.road CIlluminanceFc1.062.60.25.301PRESTIGE CY17T4-VS3AR-SKY-2-3MH: 15.52PRESTIGE CY17T4-VS3AR-SKY-2-3MH: 15.53PRESTIGE CY17T4-VS3AR-SKY-2-3MH: 15.50.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.10.00.00.00.00.00.00.00.10.10.10.20.10.10.10.10.00.00.00.00.00.00.00.10.20.20.20.20.20.10.10.10.00.10.10.20.30.30.30.20.20.10.30.40.40.40.30.20.40.60.60.50.40.80.80.70.51.11.10.80.61.31.31.00.71.31.41.20.71.01.31.10.70.91.31.10.71.21.41.20.81.31.41.10.81.21.21.00.71.01.10.90.70.70.90.90.80.80.90.80.71.01.00.90.80.61.31.10.80.71.21.51.31.00.80.60.81.31.51.20.90.70.20.20.20.20.81.11.31.41.21.20.90.60.50.70.80.70.80.90.80.70.50.40.30.20.20.20.20.20.40.91.31.51.51.20.70.61.11.51.71.71.71.81.61.20.90.60.40.30.20.20.20.30.60.91.11.21.10.80.61.52.02.62.42.42.62.11.61.10.70.50.30.20.20.30.40.50.70.80.80.81.41.92.01.61.41.81.81.41.00.60.50.30.20.20.30.91.11.1DESIGNED BYUTILITIESCONTACTPHONE#COUNTY1/4 SECU-MAP NO (POWER)OP MAPEmer SectGas Wk CtrPOWER WK CTRPLAT MAPJOINT FACILITIES ARRANGEMENTSDRAWN BYCHECKED BYAPPROVED BYFOREMAN #1FOREMAN #2MAPPINGINCIDENTMAOPGas OrderElect OrderSCALEPAGEENGR - POWERENGR - GASFUNCTIONPROJECT MGRPERMITREAL ESTATE/EASEMENT21REV#3DATEDESCRIPTIONBYCONTACTPHONE NODATEOH CKT MAPCIRCUIT NOUG CKT MAPD. TROUPE425-456-2526N/AN. MEDINA425-301-91931-29-16N/AN/AN/AN. MEDINA425-301-91931-29-16N/AN/AWESTON HEIGHTSSTREET LIGHT AGI DESIGNRENTON, WAINTOLIGHTN/AN/AN/A----------1" = 30'1 of 1KING34N/A3515N/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/ASCALE: 1" = 30'STREET LIGHT TABLESITE #STATIONOFFSETPOLELUMINAIRETUBEWO #BILLINGSCH.TOTALCONNLOADGRID #INTOLIGHTTAG #TYPEMTG HT.WATTSSTYLETUBELENGTHTUBEDIAMETERSL1XXXXXXXXXXXX14' BLK ALUMCYCLONE15.5'43WLED BLKCYCLONECY17T44'18"51120/240SL2XXXXXXXXXXXX14' BLK ALUMCYCLONE15.5'43WLED BLKCYCLONECY17T44'18"51120/240SL3XXXXXXXXXXXX14' BLK ALUMCYCLONE15.5'43WLED BLKCYCLONECY17T44'18"51120/240SCALE: NONESTREET LIGHT TUBE DETAILPlan View Detailof Street Light TubeWire EntranceSlotStreet LightTubeFieldSideRoadSideWireEntrance Slot45°45°Position 3" x 6" wire entrance slot 45 degreesleft or right from a line perpendicular to road-way through center of tube.Field Side3" x 6" WireEntrance Slot45°45°Street light tubeset 2" below grade.Road Side18" Minimum5'-0"20"26"ALL STREET LIGHTING POLES ARE TO BE INSTALLED PER STANDARD6375.4800 (page #2) IN THE "LINE WORK PRACTICES MANUAL".ALL POLES (WOOD, CONCRETE OR FIBERGLASS) ARE TO BE SETPLUMB AND EMBEDDED TO THE GROUND LINE MARKED ON THEPOLE.BACKFILL AROUND POLE WITH 5/8" MINUS GRAVEL AND COMPACT IN6" LIFTS. (PEA GRAVEL AND NATIVE SOILS ARE NOT ACCEPTABLE.)APPROXIMATELY 1 CU. YD. OF 5/8" MINUS CRUSHED ROCK WILL BEREQUIRED.THE DEVELOPER IS REQUIRED TO SUPPLY AND INSTALL PLASTIC(NON PAPER) STREET LIGHT TUBES (MINIMUM 18" DIAMETER) TOAID IN THE INSTALLATION OF THE STREET LIGHTING POLES.IN ALL SHOEBOX AND COBRAHEAD INSTALLATIONS, THE LUMINAIREMUST BE LEVELED.DEVELOPER MUST SUPPLY DURABLE LID/COVER AT EACH STREETLIGHT TUBE.INTOLIGHT STREET LIGHT NOTESCell PhoneCABLE TVPHONEProject Manager Contact Information:PROJECT PHASEDirt WorkRemoval St Light-In PlatPWRNOTIF#ORDER#"Locates Required""Outages Required""Flagging Required"Yes NoYes NoYes NoXX FrontageXFOREMAN (CHECK BOX WHEN COMPLETED)PSE Equipment LOCKED/SECURED & Work Area left in CLEAN/SAFE Condition.Grid, Cable, and Switch numbers INSTALLED & VERIFIED.Field Changes RED-LINED on As-built.Indicate correct FUSE SIZE on As-built & VERIFY proper PHASE.Foreman's Signature _______________________________________________Print Name ___________________________________ Date ______________Material VERIFIED and CHANGES noted on Paperwork.Street Lights EnergizedCompany ID#'s RECORDED in correct location on As-built.Correct QC Checklist(s) reviewed.Deviations noted on the As-built and their reason.I certify that the work performed meets PSE's standards and proceduresand that all quality requirements are met.PLAT ENERGIZEDYESNOMike Hammons425-765-1395THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIESCALL (800) 424-55552 BUSINESS DAYS BEFORE YOU DIGFor contacts below dial 1-888-CALL PSE (225-5773)NVicinity MapTHOMAS GUIDE PG.XXX-XXOwner / Developer Contact InfoofficeATTN:SITERECEIVED[03/18/2016]jcisnerosDEVELOPMENT ENGINEERING DIVISIONLIGHTING PLAN ISINCOMPLETE. PLEASE SUBMITA COMPLETE PLAN FOR FULLREVIEW BY CITY STAFF.MAP IS MISSING.ONLY SEE 3 LIGHTS.PROVIDE WIRING SCHEDULETABLE INCOMPLETENILE AVENUE NESHOW STREETLIGHTINGALONG NILE AVENUE NE.MAP LEGENDPROVIDE ALL NECESSARY DETAILS:116.1 - NEIGHBORHOOD STREETLIGHT117.1 - ARTERIAL DECORATIVE STREETLIGHT117.2 - ARTERIAL DECORATIVE STREETLIGHT117.3 - LUMINAIRE ARM AND MOUNTING BRACKET 119 - TYPICAL UNDERGROUND LIGHTING SYSTEM120 - CONCRETE PAD121- STREETLIGHT STANDARD DECAL NUMBERING SYSTEM122 - SERVICE CABINET123 - STREETLIGHTING CONTRACTOR CABINET SCHEMATIC124 - LIGHT BASE AND JUNCTION BOX LOCATIONS125 - TYPICAL CONCRETE PAD126.1 - CABINET FOUNDATION126.2 - CABINET FOUNDATIONJ013 - FUSE KIT & SPLICE KIT ADD PROJECT SPECIFICCONSTRUCTION NOTESAS NECESSARY. RECEIVED[03/18/2016]jcisnerosDEVELOPMENT ENGINEERING DIVISIONSTURTURAL DESIGN WILL BEREVIEWED UNDER SEPERATEBUILDING PERMIT. UTILITIESREVIEW IS FOR DESIGNINTENT ONLY. RECEIVED[03/18/2016]jcisnerosDEVELOPMENT ENGINEERING DIVISION RECEIVED[03/18/2016]jcisnerosDEVELOPMENT ENGINEERING DIVISION RECEIVED[03/18/2016]jcisnerosDEVELOPMENT ENGINEERING DIVISIONLANDSCAPE PLANSAPPROVED BY JILL DINGON 4/7/16. RECEIVED[03/18/2016]jcisnerosDEVELOPMENT ENGINEERING DIVISION RECEIVED[03/18/2016]jcisnerosDEVELOPMENT ENGINEERING DIVISION Markup Summary Subject: Text Box Page: Page 1 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:32:34 PM Color: Depth: CONTACT: WILLIAM CHANG Text Box (71) Subject: Text Box Page: Page 1 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:21:28 PM Color: Depth: U15-006162 Subject: Text Box Page: Page 1 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:21:40 PM Color: Depth: ADD HEARING EXAMINER'S AND SEPA CONDITIONS OF APPROVAL TO COVER SHEET Subject: Text Box Page: Page 2 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:22:01 PM Color: Depth: FOR EXISTING CATCH BASINS. Subject: Text Box Page: Page 2 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:22:36 PM Color: Depth: LIST NPDES PERMIT # WE CONTACT: WILLIAM CHANG C1.0 UA 14-000958 U15-006162 6389300030 016 LEGAL DESCRIPTION DOCUMENTS MMARY ADD HEARING EXAMINER'SAND SEPA CONDITIONS OF APPROVAL TO COVER SHEET 1023059026 770820117 SE 123RD FOR EXISTING CATCH BASINS. LIST NPDES PERMIT # Subject: Text Box Page: Page 2 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:22:50 PM Color: Depth: SHOW POND/TRAP AND OTHER TESC FACILITIES FOR EAST BASIN. INCLUDE SWALES, DITCHES, CHECK DAMS, ETC. Subject: Text Box Page: Page 2 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:22:47 PM Color: Depth: SHOW POND/TRAP AND OTHER TESC FACILITIES FOR WEST BASIN. INCLUDE SWALES, DITCHES, CHECK DAMS, ETC. Subject: Text Box Page: Page 2 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:22:08 PM Color: Depth: SEE EROSION CONTROL NOTE 7, SHEET C2.1 Subject: Text Box Page: Page 2 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:22:28 PM Color: Depth: CECSL # EF8181808 OR REVISE PER CONTRACTOR SELECTION. Subject: Text Box Page: Page 2 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:21:58 PM Color: Depth: SHOW ON PLANS. Subject: Text Box Page: Page 2 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:22:04 PM Color: Depth: SHOW ON PLANS. SURFACE WATER COLLECTION SHALL BE PER SECTION D.3.6 OF APPENDIX D OF THE 2009 KCSWDM. SHOW POND/TRAP AND OTHER TESC FACILITIES FOR EAST BASIN. INCLUDE SWALES, DITCHES, CHECKDAMS, ETC. SHOW POND/TRAP AND OTHER TESC FACILITIES FOR WEST BASIN. INCLUDE SWALES, DITCHES, CHECK DAMS, ETC. 1023059 SEE EROSION CONTROL NOTE 7, SHEET C2.1 CONTROL SPECIALIST CECSL # EF8181808 OR REVISE PER CONTRACTOR SELECTION. 10230 S SHOW ON PLANS. 1023059026SHOW ON PLANS. SURFACEWATER COLLECTION SHALL BEPER SECTION D.3.6 OF APPENDIXD OF THE 2009 KCSWDM. Subject: Text Box Page: Page 2 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/5/2016 11:43:31 AM Color: Depth: Subject: Text Box Page: Page 2 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:22:11 PM Color: Depth: SHOW HOW CONSTRUCTION STORMWATER FLOW CONTROL MEASURES WILL BE MET AND HOW CONSTRUCTION STORMWATER WILL BE DISCHARGED FROM THE SITE. INCLUDE RISER PIPES, PUMPS, TEMPORARY PUMPS, ETC. SHOW OUTLET PROTECTION AT THE CONSTRUCTION STORMWATER DISCHARGE POINT. Subject: Text Box Page: Page 3 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:23:00 PM Color: Depth: SHOW DETAILS FOR POND/TRAP, SWALES, DITCHES, CHECK DAMS, AND ALL OTHER TESC FACILITIES. Subject: Text Box Page: Page 4 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:24:51 PM Color: Depth: SHOW SLOPES, ADD TRUNCATED DOMES, AND REFERENCE WSDOT DETAIL. Subject: Text Box Page: Page 4 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:24:48 PM Color: Depth: MAX. Subject: Text Box Page: Page 4 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:24:59 PM Color: Depth: MAX. SHOW HOW CONSTRUCTIONSTORMWATER FLOW CONTROLMEASURES WILL BE MET AND HOWCONSTRUCTION STORMWATER WILLBE DISCHARGED FROM THE SITE. INCLUDE RISER PIPES, PUMPS,TEMPORARY PUMPS, ETC. SHOW OUTLET PROTECTION AT THECONSTRUCTION STORMWATERDISCHARGE POINT. SHOW DETAILS FOR POND/TRAP,SWALES, DITCHES, CHECK DAMS,AND ALL OTHER TESC FACILITIES.NSCALE: 1"= 10'1-ACP RAMPNIL 2- SHOW SLOPES, ADD TRUNCATED DOMES, ANDREFERENCE WSDOT DETAIL. MAX. MAX. Subject: Text Box Page: Page 4 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:25:02 PM Color: Depth: CSTC Subject: Text Box Page: Page 4 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:23:11 PM Color: Depth: PROVIDE GRADING DETAILS FOR ALL FIVE CURB RAMPS ALONG ROAD A AND NILE AVENUE NE. SHOW SLOPES, SPOT ELEVATIONS, LANDING, ETC. Subject: Text Box Page: Page 4 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:24:44 PM Color: Depth: MAX. Subject: Text Box Page: Page 4 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:23:14 PM Color: Depth: SHOW ALL STREET TREES AND STREETLIGHTS. Subject: Text Box Page: Page 7 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:27:40 PM Color: Depth: ADD H032.1 TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT. Subject: Text Box Page: Page 8 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/6/2016 3:17:07 PM Color: Depth: CLEANOUT CSTC NE 7TH PL PROVIDE GRADING DETAILSFOR ALL FIVE CURB RAMPSALONG ROAD A AND NILEAVENUE NE. SHOW SLOPES, SPOT ELEVATIONS, LANDING, ETC. MAX. 1123059002 SHOW ALL STREET TREESAND STREETLIGHTS. ADD H032.1 TRANSVERSE PATCHFOR FLEXIBLE PAVEMENT. YARD DRAIN DETA CLEANOUT Subject: Text Box Page: Page 8 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/6/2016 3:27:35 PM Color: Depth: THE DETAIL PROVIDED IS FOR A CLEANOUT. PROVIDE AN ADDITIONAL DETAIL FOR A YARD DRAIN IF YARD DRAINS ARE PROPOSED. Subject: Text Box Page: Page 8 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/6/2016 3:17:51 PM Color: Depth: PROVIDE RIMS AND INVERTS OF THE YARD DRAINS. THERE WAS A YARD DRAIN TABLE PROVIDED WITH THE PREVIOUS SUBMITTAL. THIS TABLE MAY ACTUALLY BE A CLEANOUT TABLE. Subject: Text Box Page: Page 8 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/6/2016 9:20:33 AM Color: Depth: MORE INFORMATION WILL BE NEEDED FOR THE RESTRICTED FOOTPRINT FOR EACH LOT. PROVIDE A TABLE SHOWING THE LOT AREA, MAXIMUM IMPERVIOUS AREA, AND PROPOSED IMPERVIOUS AREA. THE MAXIMUM IMPERVIOUS SURFACE ALLOWED IS 50% OF THE LOT AREA IN AN R-4 ZONE. IMPERVIOUS SURFACE COVERAGE OF EACH LOT WILL NEED TO BE REDUCED TO 40% TO USE RESTRICTED FOOTPRINT AS THE REQUIRED FLOW CONTROL BMP. Subject: Text Box Page: Page 9 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:28:37 PM Color: Depth: 1. SPECIFY ALL CB GRATES / LIDS AND STANDARD DETAILS FOR NON-STANDARD INSTALLATIONS. 2. SHOW AND LABEL ALL UTILITY CROSSINGS. LABEL CLEARANCES AS NECESSARY. Subject: Text Box Page: Page 9 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/4/2016 1:54:42 PM Color: Depth: NO CATCH BASINS ARE ALLOWED IN THE SIDEWALK. REVISE DESIGN. Subject: Text Box Page: Page 9 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/4/2016 10:37:11 AM Color: Depth: 2.17% 1-YARD DRAIN DETAILS THE DETAIL PROVIDED IS FORA CLEANOUT. PROVIDE ANADDITIONAL DETAIL FOR AYARD DRAIN IF YARD DRAINS ARE PROPOSED.REVISION PROVIDE RIMS AND INVERTS OF THEYARD DRAINS. THERE WAS A YARDDRAIN TABLE PROVIDED WITH THEPREVIOUS SUBMITTAL. THIS TABLEMAY ACTUALLY BE A CLEANOUT TABLE. 94779402602316800080231680009010 DATUM BENCHMA MORE INFORMATION WILL BE NEEDED FOR THE RESTRICTED FOOTPRINTFOR EACH LOT. PROVIDE A TABLE SHOWING THE LOT AREA, MAXIMUMIMPERVIOUS AREA, AND PROPOSED IMPERVIOUS AREA. THE MAXIMUMIMPERVIOUS SURFACE ALLOWED IS 50% OF THE LOT AREA IN AN R-4 ZONE.IMPERVIOUS SURFACE COVERAGE OF EACH LOT WILL NEED TO BEREDUCED TO 40% TO USE RESTRICTED FOOTPRINT AS THE REQUIREDFLOW CONTROL BMP.tSTON HEIGHTS, LLCAKE BELLEVUE, STE 102EVUE WA 98005PROFILE - PRIVATE ROAD B DATUM 1. SPECIFY ALL CB GRATES / LIDSAND STANDARD DETAILS FORNON-STANDARD INSTALLATIONS. 2. SHOW AND LABEL ALL UTILITY CROSSINGS. LABEL CLEARANCES AS NECESSARY. NO CATCH BASINS ARE ALLOWED IN THE SIDEWALK. REVISE DESIGN. 2.17% Subject: Text Box Page: Page 9 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/4/2016 10:43:50 AM Color: Depth: 0.63% Subject: Text Box Page: Page 9 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/6/2016 4:02:49 PM Color: Depth: 21.67% Subject: Text Box Page: Page 9 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/4/2016 10:57:16 AM Color: Depth: 10.00% Subject: Text Box Page: Page 9 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/4/2016 11:00:11 AM Color: Depth: EX. Subject: Text Box Page: Page 10 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/4/2016 8:54:09 AM Color: Depth: N Subject: Text Box Page: Page 10 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/4/2016 9:07:30 AM Color: Depth: WETVAULT DESIGN CRITERIA PER 6.4.2.2 NEEDS TO BE MET. 0.63% 21.67% 10.00% EX. N CELL-2 - SECTIONSCALE: 1"=10' WETVAULT DESIGN CRITERIAPER 6.4.2.2 NEEDS TO BE MET. Subject: Text Box Page: Page 10 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/4/2016 9:43:52 AM Color: Depth: EXTEND VIEWPORT TO CAPTURE CB#4. Subject: Text Box Page: Page 11 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/4/2016 9:06:05 AM Color: Depth: READABILITY Subject: Text Box Page: Page 11 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/1/2016 3:01:28 PM Color: Depth: UPDATE TO NEW CONFIGURATION. INLET IS NOW FROM THE SW. Subject: Text Box Page: Page 11 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/1/2016 10:54:34 AM Color: Depth: SW Subject: Text Box Page: Page 11 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/1/2016 10:55:07 AM Color: Depth: CELL 1 Subject: Text Box Page: Page 11 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/1/2016 10:42:22 AM Color: Depth: EXTEND VIEWPORT TO CAPTURE CB#4. ELBO ELBO UCTURE READABILITY B"=20' UPDATE TO NEW CONFIGURATION. INLETIS NOW FROM THE SW. SW CELL 1 2316800080 Subject: Text Box Page: Page 11 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/1/2016 10:45:52 AM Color: Depth: CELL 2 Subject: Text Box Page: Page 11 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 1:47:35 PM Color: Depth: THE POND AND DISPERSION TRENCHES WILL BE PRIVATELY MAINTAINED. MAINTENANCE COVENANT WILL NEED TO BE SUBMITTED. Subject: Text Box Page: Page 11 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/1/2016 4:42:29 PM Color: Depth: CELL 2 Subject: Text Box Page: Page 11 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/1/2016 4:42:37 PM Color: Depth: CELL 1 Subject: Text Box Page: Page 11 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/1/2016 4:46:23 PM Color: Depth: C Subject: Text Box Page: Page 11 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/1/2016 4:46:39 PM Color: Depth: C CELL 2 THE POND AND DISPERSION TRENCHESWILL BE PRIVATELY MAINTAINED. MAINTENANCE COVENANT WILL NEED TOBE SUBMITTED. CELL 2 CELL 1 C C Subject: Text Box Page: Page 11 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/1/2016 4:51:44 PM Color: Depth: ADD DIMENSIONS TO THE POND. ENSURE THAT A LENGTH TO WIDTH RATIO OF AT LEAST 3:1 IS MET. Subject: Text Box Page: Page 11 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 11:05:16 AM Color: Depth: WETPOND DESIGN CRITERIA PER 6.4.1.2 NEEDS TO BE MET. IF A WETPOND CANNOT FEASIBLY BE USED TO ACCOMPLISH BASIC WATER QUALITY TREATMENT, LOOK INTO OTHER ALTERNATIVES. Subject: Text Box Page: Page 12 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:30:14 PM Color: Depth: UPDATE SURFACE WATER PLAN NOTES TO CONFORM TO THE CITY AMMENDMENTS TO THE 2009 KCSWDM. THERE ARE 27 NOTES. Subject: Text Box Page: Page 13 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:30:34 PM Color: Depth: ADD STD. PLAN 204.30 BI-DIRECTIONAL VANED GRATE FOR CB#5. Subject: Text Box Page: Page 14 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:30:41 PM Color: Depth: LABEL PIPE MATERIAL, LENGTH, AND SLOPE. Subject: Text Box Page: Page 14 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/1/2016 10:15:40 AM Color: Depth: B 2316800090 ADD DIMENSIONS TO THEPOND. ENSURE THAT A LENGTH TO WIDTH RATIO OF AT LEAST 3:1 IS MET. E., W.M. WETPOND DESIGN CRITERIA PER 6.4.1.2 NEEDS TO BEMET. IF A WETPOND CANNOT FEASIBLY BE USED TOACCOMPLISH BASIC WATER QUALITY TREATMENT, LOOK INTO OTHER ALTERNATIVES. R UPDATE SURFACE WATERPLAN NOTES TO CONFORM TO THE CITY AMMENDMENTSTO THE 2009 KCSWDM. THERE ARE 27 NOTES. ADD STD. PLAN 204.30 BI-DIRECTIONAL VANED GRATE FOR CB#5. LABEL PIPE MATERIAL, LENGTH, AND SLOPE. S B Subject: Text Box Page: Page 14 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/1/2016 10:15:51 AM Color: Depth: A Subject: Text Box Page: Page 14 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/1/2016 10:16:01 AM Color: Depth: A Subject: Text Box Page: Page 14 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:30:49 PM Color: Depth: REFERENCE GRINDER PUMP DETAIL SHEET C5.2 Subject: Text Box Page: Page 15 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:31:06 PM Color: Depth: MOVE MH 15' TO THE NORTH. SEE SHEET C5.0 Subject: Text Box Page: Page 15 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:31:11 PM Color: Depth: 1. SHOW AND LABEL ALL UTILITY CROSSINGS. LABEL CLEARANCES AS NECESSARY. 2. LABEL PIPE MATERIAL FOR ALL PIPE SEGMENTS. 3. LABEL THE IE IN OF THE SIDE SEWERS AT MANHOLES. 4. SHOW AND LABEL ROAD INTERSECTIONS. Subject: Text Box Page: Page 15 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:31:21 PM Color: Depth: EX. IE OUT: 520.00 (8" W) S A S A REFERENCE GRINDER PUMP DETAIL SHEET C5.2 MOVE MH 15' TO THE NORTH. SEE SHEET C5.0 EC. 11, TWP. 23 N, RGE. 5 E., W.M. 1. SHOW AND LABEL ALL UTILITY CROSSINGS. LABEL CLEARANCES AS NECESSARY.2. LABEL PIPE MATERIAL FOR ALL PIPE SEGMENTS.3. LABEL THE IE IN OF THE SIDE SEWERS AT MANHOLES.4. SHOW AND LABEL ROAD INTERSECTIONS. PROFILE - PRIVA EX. IE OUT: 520.00 (8" W) Subject: Text Box Page: Page 16 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/1/2016 9:46:28 AM Color: Depth: UPDATE TO MOST RECENT DETAILS. Subject: Text Box Page: Page 17 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/1/2016 9:44:24 AM Color: Depth: WATER PLANS ARE BEING REVIEWED BY KING COUNTY WATER DISTRICT 90. PROVIDE APPROVED KCWD90 PLANS TO CITY WHEN AVAILABLE. Subject: Text Box Page: Page 20 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/1/2016 9:18:37 AM Color: Depth: LIGHTING PLAN IS INCOMPLETE. PLEASE SUBMIT A COMPLETE PLAN FOR FULL REVIEW BY CITY STAFF. Subject: Text Box Page: Page 20 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/1/2016 9:20:03 AM Color: Depth: MAP IS MISSING. Subject: Text Box Page: Page 20 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/1/2016 9:20:17 AM Color: Depth: ONLY SEE 3 LIGHTS. Subject: Text Box Page: Page 20 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/1/2016 9:21:46 AM Color: Depth: PROVIDE WIRING SCHEDULE UPDATE TO MOST RECENT DETAILS. 016 IGHTSDOCUMENTS WATER PLANS ARE BEINGREVIEWED BY KING COUNTY WATER DISTRICT 90. PROVIDE APPROVED KCWD90PLANS TO CITY WHENAVAILABLE. LIGHTING PLAN IS INCOMPLETE. PLEASE SUBMITA COMPLETE PLAN FOR FULL REVIEW BY CITY STAFF. Owner / Developer Contact Info SITE MAP IS MISSING. RACT B ScheduleQty Label9PRESTIGE CY17T4-VS3AR-SKY-2-3 n Summary CalcType IlluminanceIlluminance ONLY SEE 3 LIGHTS. SL2 XXXXXXXXXXXX 14' BLK ALUMCYCLONE SL3 XXXXXXXXXXXX 14' BLK ALUMCYCLONE PROVIDE WIRING SCHEDULE Subject: Text Box Page: Page 20 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/1/2016 9:22:30 AM Color: Depth: TABLE INCOMPLETE Subject: Text Box Page: Page 20 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/1/2016 9:23:20 AM Color: Depth: NILE AVENUE NE Subject: Text Box Page: Page 20 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/1/2016 9:25:59 AM Color: Depth: MAP LEGEND Subject: Text Box Page: Page 20 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/6/2016 3:05:26 PM Color: Depth: PROVIDE ALL NECESSARY DETAILS: 116.1 - NEIGHBORHOOD STREETLIGHT 117.1 - ARTERIAL DECORATIVE STREETLIGHT 117.2 - ARTERIAL DECORATIVE STREETLIGHT 117.3 - LUMINAIRE ARM AND MOUNTING BRACKET 119 - TYPICAL UNDEGROUND LIGHTING SYSTEM 120 - CONCRETE PAD 121- STREETLIGHT STANDARD DECAL NUMBERING SYSTEM 122 - SERVICE CABINET 123 - STREETLIGHTING CONTRACTOR CABINET SCHEMATIC 124 - LIGHT BASE AND JUNCTION BOX LOCATIONS 125 - TYPICAL CONCRETE PAD 126.1 - CABINET FOUNDATION 126.2 - CABINET FOUNDATION J013 - FUSE KIT & SPLICE KIT Subject: Text Box Page: Page 21 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/4/2016 9:39:34 AM Color: Depth: STURTURAL DESIGN WILL BE REVIEWED UNDER SEPERATE BUILDING PERMIT. UTILITIES REVIEW IS FOR DESIGN INTENT ONLY. STREET LIGHT TABLE SITE #STATIONOFFSET GRID #INT T TABLE INCOMPLETE 1PR MH 0.20.2 0.20.2 0.50.7 0.80.70 1.11.5 1.71.71 1.52.0 2.62.42 1.41.9 2.01.61 0.91.1 1.1 NILE AVENUE NEMAP LEGEND PROVIDE ALL NECESSARY DETAILS: 116.1 - NEIGHBORHOOD STREETLIGHT117.1 - ARTERIAL DECORATIVE STREETLIGHT117.2 - ARTERIAL DECORATIVE STREETLIGHT117.3 - LUMINAIRE ARM AND MOUNTING BRACKET 119 - TYPICAL UNDEGROUND LIGHTING SYSTEM120 - CONCRETE PAD121- STREETLIGHT STANDARD DECAL NUMBERING SYSTEM122 - SERVICE CABINET123 - STREETLIGHTING CONTRACTOR CABINET SCHEMATIC124 - LIGHT BASE AND JUNCTION BOX LOCATIONS125 - TYPICAL CONCRETE PAD126.1 - CABINET FOUNDATION126.2 - CABINET FOUNDATIONJ013 - FUSE KIT & SPLICE KIT STURTURAL DESIGN WILL BEREVIEWED UNDER SEPERATEBUILDING PERMIT. UTILITIESREVIEW IS FOR DESIGN INTENT ONLY. Subject: Text Box Page: Page 24 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:33:58 PM Color: Depth: LANDSCAPE PLANS APPROVED BY JILL DING ON 4/7/16. Subject: Rectangle Page: Page 11 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/1/2016 4:44:13 PM Color: Depth: Rectangle (3) Subject: Rectangle Page: Page 20 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/1/2016 9:22:45 AM Color: Depth: Subject: Rectangle Page: Page 20 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/1/2016 9:26:11 AM Color: Depth: Subject: PolyLine Page: Page 2 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:21:50 PM Color: Depth: PolyLine (6) Subject: PolyLine Page: Page 4 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:26:20 PM Color: Depth: LANDSCAPE PLANS APPROVED BY JILL DING ON 4/7/16. STREET LIGHT TABLE SITE #STATIONOFFSET POLE LUMINAIRE TUBE WO #BILLINGSCH.TOTALCONNLOADGRID #INTOLIGHTTAG #TYPE MTG HT.WATTS STYLE TUBELENGTHTUBEDIAMETER SL1 XXXXXXXXXXXX 14' BLK ALUMCYCLONE 15.5'43W LED BLKCYCLONECY17T4 4'18"51120/240 SL2 XXXXXXXXXXXX 14' BLK ALUMCYCLONE 15.5'43W LED BLKCYCLONECY17T4 4'18"51120/240 SL3 XXXXXXXXXXXX 14' BLK ALUMCYCLONE 15.5'43W LED BLKCYCLONECY17T4 4'18"51120/240 ⅊ R Subject: PolyLine Page: Page 4 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:26:31 PM Color: Depth: Subject: PolyLine Page: Page 4 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:26:41 PM Color: Depth: Subject: PolyLine Page: Page 4 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/6/2016 2:36:00 PM Color: Depth: Subject: PolyLine Page: Page 4 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/6/2016 2:36:03 PM Color: Depth: Subject: Polygon Page: Page 4 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:25:46 PM Color: Depth: Polygon (1) Subject: Line Page: Page 1 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:21:34 PM Color: Depth: Line (25) 11230 2316800 231680011023168001201123059078 1123059067 1023059026 7708201170 1023059021 1023059259 PRIVATETRACT A SE 123RD ST ROAD A PRIVATEROAD B C1.0 LUA 14-000958 Subject: Line Page: Page 2 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:21:54 PM Color: Depth: Subject: Line Page: Page 4 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:25:06 PM Color: Depth: Subject: Line Page: Page 4 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:26:24 PM Color: Depth: Subject: Line Page: Page 4 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:26:17 PM Color: Depth: Subject: Line Page: Page 4 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:26:34 PM Color: Depth: Subject: Line Page: Page 4 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:26:28 PM Color: Depth: 59021 RO Subject: Line Page: Page 4 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:26:46 PM Color: Depth: Subject: Line Page: Page 4 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:26:38 PM Color: Depth: Subject: Line Page: Page 4 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:24:30 PM Color: Depth: Subject: Line Page: Page 4 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:24:21 PM Color: Depth: Subject: Line Page: Page 8 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/6/2016 3:17:13 PM Color: Depth: Subject: Line Page: Page 9 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/4/2016 10:36:58 AM Color: Depth: YARD DRAIN DETA Subject: Line Page: Page 9 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/4/2016 10:43:36 AM Color: Depth: Subject: Line Page: Page 9 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/4/2016 10:51:22 AM Color: Depth: Subject: Line Page: Page 9 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/4/2016 10:57:00 AM Color: Depth: Subject: Line Page: Page 11 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/1/2016 10:31:42 AM Color: Depth: Subject: Line Page: Page 11 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/1/2016 4:44:49 PM Color: Depth: Subject: Line Page: Page 11 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/1/2016 4:45:41 PM Color: Depth: Subject: Line Page: Page 14 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/6/2016 8:12:55 AM Color: Depth: Subject: Line Page: Page 15 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:31:37 PM Color: Depth: Subject: Line Page: Page 15 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:31:41 PM Color: Depth: Subject: Line Page: Page 15 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:32:08 PM Color: Depth: Subject: Line Page: Page 16 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/1/2016 9:45:21 AM Color: Depth: Subject: Line Page: Page 16 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/1/2016 9:45:25 AM Color: Depth: ClientWESTON HEIGHTS, 15 LAKE BELLEVUE, S BELLEVUE WA 98005(425)869-1300ROBERT FITZMAURICESTON HEIGHTSSEWER DETAILSDATUM BENCHMARK ClientContactWESTON HEIGHTS, L 15 LAKE BELLEVUE, ST BELLEVUE WA 98005(425)869-1300ROBERT FITZMAURICESTON HEIGHTSSEWER DETAILSDATUM BENCHMARK Subject: Ellipse Page: Page 14 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/6/2016 8:12:55 AM Color: Depth: Ellipse (3) Subject: Ellipse Page: Page 15 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:31:27 PM Color: Depth: Subject: Ellipse Page: Page 15 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:31:32 PM Color: Depth: Subject: Cloud Page: Page 1 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:21:19 PM Color: Depth: Cloud (68) Subject: Cloud Page: Page 1 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:32:38 PM Color: Depth: Subject: Cloud Page: Page 2 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:22:19 PM Color: Depth: 6389300030 016 LEGAL DESCRIPTION DOCUMENTS UMMARY U: 15-00616 B:# C Subject: Cloud Page: Page 2 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:22:31 PM Color: Depth: Subject: Cloud Page: Page 2 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:22:16 PM Color: Depth: Subject: Cloud Page: Page 3 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:22:57 PM Color: Depth: Subject: Cloud Page: Page 4 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:24:54 PM Color: Depth: Subject: Cloud Page: Page 4 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:26:00 PM Color: Depth: Subject: Cloud Page: Page 4 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:26:13 PM Color: Depth: CERTIFIED EROSION CONTRO DATUM BENCHMARK NSCALE: 1"= 10'1-ACP RAMPNILE 2- 1023059021 9021 ROAD A Subject: Cloud Page: Page 4 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/4/2016 2:49:59 PM Color: Depth: Subject: Cloud Page: Page 4 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/6/2016 2:36:30 PM Color: Depth: Subject: Cloud Page: Page 4 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:26:04 PM Color: Depth: Subject: Cloud Page: Page 4 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:23:19 PM Color: Depth: Subject: Cloud Page: Page 4 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:23:23 PM Color: Depth: Subject: Cloud Page: Page 4 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:24:15 PM Color: Depth: 11230 59021 1123059002 NE 7TH PL SEC. 11, TWP. 23 N, RGE. 5 E., 1123059002 Subject: Cloud Page: Page 4 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/6/2016 2:46:06 PM Color: Depth: Subject: Cloud Page: Page 4 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:27:07 PM Color: Depth: Subject: Cloud Page: Page 7 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:27:33 PM Color: Depth: Subject: Cloud Page: Page 8 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/4/2016 11:01:39 AM Color: Depth: Subject: Cloud Page: Page 8 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/4/2016 11:04:09 AM Color: Depth: Subject: Cloud Page: Page 8 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/4/2016 1:52:03 PM Color: Depth: 1-YARD DRAIN DETA Drawn ByREVISIONSKDS1"=40'231680011023168001201123059078 1123059067 TRACT A PRIVATEROAD B Subject: Cloud Page: Page 8 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:28:19 PM Color: Depth: Subject: Cloud Page: Page 8 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/4/2016 1:53:24 PM Color: Depth: Subject: Cloud Page: Page 8 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/5/2016 4:21:25 PM Color: Depth: Subject: Cloud Page: Page 8 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/6/2016 9:20:44 AM Color: Depth: Subject: Cloud Page: Page 8 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:27:47 PM Color: Depth: Subject: Cloud Page: Page 9 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/4/2016 10:20:30 AM Color: Depth: 1123059078 1123059067 1023059026 7708201170 PRIVATETRACT A SE 123RD ST 94779402602316800080231680009023168001006800110 DATUM BENCHMAR 6389300030 6389300020PRIVATEROAD C Subject: Cloud Page: Page 9 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:28:48 PM Color: Depth: Subject: Cloud Page: Page 9 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/4/2016 10:45:33 AM Color: Depth: Subject: Cloud Page: Page 9 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/4/2016 10:50:46 AM Color: Depth: Subject: Cloud Page: Page 9 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/4/2016 10:52:11 AM Color: Depth: Subject: Cloud Page: Page 9 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:28:34 PM Color: Depth: Subject: Cloud Page: Page 9 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/4/2016 10:57:34 AM Color: Depth: Subject: Cloud Page: Page 9 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/4/2016 10:58:39 AM Color: Depth: Subject: Cloud Page: Page 9 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/6/2016 4:01:21 PM Color: Depth: Subject: Cloud Page: Page 9 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:28:40 PM Color: Depth: Subject: Cloud Page: Page 10 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:29:39 PM Color: Depth: Subject: Cloud Page: Page 10 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/4/2016 9:44:06 AM Color: Depth: Subject: Cloud Page: Page 10 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:29:30 PM Color: Depth: lientWESTON HEIGHTS, LLC5 LAKE BELLEVUE, STE 102ELLEVUE WA 98005425)869-1300OFILESPROFILE - PRIVATE ROAD B DATUM BENCHMARK TYPE 2-54" CATCH BASINSCALE: 1"=2' 1-CB #3 - CONTROL STRUCTURE CONTROL STRUCTURE PLAN V SCALE: 1"=2' ELBOW RESTRICTOR DET ELBOW RESTRICTOR DET STORM TRACT A Subject: Cloud Page: Page 10 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:29:26 PM Color: Depth: Subject: Cloud Page: Page 11 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/1/2016 10:30:19 AM Color: Depth: Subject: Cloud Page: Page 11 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/1/2016 10:30:54 AM Color: Depth: Subject: Cloud Page: Page 11 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/1/2016 10:32:07 AM Color: Depth: Subject: Cloud Page: Page 11 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/1/2016 10:34:43 AM Color: Depth: Subject: Cloud Page: Page 11 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/1/2016 10:50:50 AM Color: Depth: ELBOW RE ELBOW RE ClientContactWESTON HEIGHTS, LLC5 LAKE BELLEVUE, STE 102BELLEVUE WA 98005425)869-1300ROBERT FITZMAURICEETAILSCONTROL STRUCTURE PLAN VIEWSCALE: 1"=2' B-POND SECTION BHORIZONTAL SCALE: 1"=20'VERTICAL SCALE: 1"=8'N2316 0 Subject: Cloud Page: Page 11 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 1:45:32 PM Color: Depth: Subject: Cloud Page: Page 11 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/1/2016 4:49:10 PM Color: Depth: Subject: Cloud Page: Page 11 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/1/2016 4:51:47 PM Color: Depth: Subject: Cloud Page: Page 11 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/1/2016 5:06:51 PM Color: Depth: Subject: Cloud Page: Page 11 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:30:03 PM Color: Depth: Subject: Cloud Page: Page 11 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 1:20:34 PM Color: Depth: TRACT C 2316800090 CONTROL STRUCTUR SCALE: 1"=2' ELBOW RESTRICTOR DETA ELBOW RESTRICTOR DETA TYPE 2-54" CATCH BASINSCALE: 1"=2'1-CB #10 - CONTROL STRUCTURE B-POND SECTION BHORIZONTAL SCALE: 1"=20'VERTICAL SCALE: 1"=8' A-POND SECTION AHORIZONTAL SCALE: 1"=20'VERTICAL SCALE: 1"=8' . 5 E., W.M. Subject: Cloud Page: Page 12 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:30:17 PM Color: Depth: Subject: Cloud Page: Page 13 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:30:26 PM Color: Depth: Subject: Cloud Page: Page 14 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/6/2016 8:12:55 AM Color: Depth: Subject: Cloud Page: Page 14 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:30:44 PM Color: Depth: Subject: Cloud Page: Page 14 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/1/2016 10:16:16 AM Color: Depth: Subject: Cloud Page: Page 15 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:30:56 PM Color: Depth: below. R 23059259 NILE SEW Subject: Cloud Page: Page 15 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:31:15 PM Color: Depth: Subject: Cloud Page: Page 16 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/1/2016 9:46:07 AM Color: Depth: Subject: Cloud Page: Page 17 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/1/2016 9:44:30 AM Color: Depth: Subject: Cloud Page: Page 20 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/1/2016 9:18:15 AM Color: Depth: Subject: Cloud Page: Page 20 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/1/2016 9:17:42 AM Color: Depth: Subject: Cloud Page: Page 20 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/1/2016 9:17:46 AM Color: Depth: SEC. 11, TWP. 23 N, RGE. 5 E., W.M. 2016 EIGHTSDOCUMENTS NOTIF#ORDER# X WHEN COMPLETED)& Work Area left in CLEAN/SAFE Condition.TALLED & VERIFIED.t. t & VERIFY proper PHASE. ________________________________________ Date ______________ ted on Paperwork.t location on As-built.heir reason. PSE's standards and procedureset.NO N Vicinity MapTHOMAS GUIDE PG.XXX-XX Owner / Developer Contact Info officeATTN: SITE ENGR - POWER FUNCTIONPROJECT MGR PERMITREAL ESTATE/EASEMENT CONTACT PHONE NO DATED. TROUPE 425-456-2526 N/AN. MEDINA 425-301-9193 1-29-16 N/A N/A THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES CALL (800) 424-55552 BUSINESS DAYS BEFORE YOU DIG For contacts below dial 1-888-CALL PSE (225-5773) Owner / Developer Contact Info officeATTN: Subject: Cloud Page: Page 20 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/1/2016 9:17:54 AM Color: Depth: Subject: Cloud Page: Page 20 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/1/2016 9:22:18 AM Color: Depth: Subject: Cloud Page: Page 20 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/1/2016 9:39:32 AM Color: Depth: Subject: Cloud Page: Page 21 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/4/2016 9:39:30 AM Color: Depth: Subject: Cloud Page: Page 24 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:34:17 PM Color: Depth: Subject: Callout Page: Page 1 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:21:13 PM Color: Depth: ADD ANY BUILDING PERMIT NUMBER RELATED TO THE UTILITY PERMIT. THIS WILIL INCLUDE THE VAULT, POND BAFFLE WALL, ETC. Callout (64) aire Schedule l Qty L 9 P ation Summary PRIVATEROAD B 9 8 7 0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.10.00.00.00.0 STREET LIGHT TABLE SITE #STATIONOFFSET POLE LUMINAIRE TUBE WO #BILLINGSCH.TOTALCONNLOADGRID #INTOLIGHTTAG #TYPE MTG HT.WATTS STYLE TUBELENGTH TUBEDIAMETERSL1XXXXXXXXXXXX14' BLK ALUMCYCLONE 15.5'43W LED BLKCYCLONECY17T4 4'18"51120/240 SL2 XXXXXXXXXXXX 14' BLK ALUMCYCLONE 15.5'43W LED BLKCYCLONECY17T4 4'18"51120/240 SL3 XXXXXXXXXXXX 14' BLK ALUMCYCLONE 15.5'43W LED BLKCYCLONECY17T4 4'18"51120/240 Plan View Detailof Street Light Tube ALL STREET LIGHTING POLES ARE TO BE INSTALLED PER STANDARD6375.4800 (page #2) IN THE "LINE WORK PRACTICES MANUAL". ALL POLES (WOOD, CONCRETE OR FIBERGLASS) ARE TO BE SETPLUMB AND EMBEDDED TO THE GROUND LINE MARKED ON THEPOLE. BACKFILL AROUND POLE WITH 5/8" MINUS GRAVEL AND COMPACT IN6" LIFTS. (PEA GRAVEL AND NATIVE SOILS ARE NOT ACCEPTABLE.)APPROXIMATELY 1 CU. YD. OF 5/8" MINUS CRUSHED ROCK WILL BEREQUIRED. THE DEVELOPER IS REQUIRED TO SUPPLY AND INSTALL PLASTIC(NON PAPER) STREET LIGHT TUBES (MINIMUM 18" DIAMETER) TOAID IN THE INSTALLATION OF THE STREET LIGHTING POLES.IN ALL SHOEBOX AND COBRAHEAD INSTALLATIONS, THE LUMINAIREMUST BE LEVELED. DEVELOPER MUST SUPPLY DURABLE LID/COVER AT EACH STREETLIGHT TUBE. INTOLIGHT STREET LIGHT NOTES ⅊ ⅊ 1123059002 SIN IMPERVIOUS AREA SUMMARY EAST BASIN IMPERVIOUS A U: 15-006162B:# ADD ANY BUILDING PERMITNUMBER RELATED TO THE UTILITYPERMIT. THIS WILIL INCLUDE THEVAULT, POND BAFFLE WALL, ETC. Subject: Callout Page: Page 1 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/6/2016 1:46:44 PM Color: Depth: 622 NILE HAS BEEN REDEVELOPED INTO A NEW SINGLE FAMILY HOME WITH A NEW DRIVEWAY LAYOUT SINCE THE PREVIOUS REVIEW. UPDATE THE SURVEY TO SHOW THE NEW FIELD CONDITIONS. Subject: Callout Page: Page 2 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:22:40 PM Color: Depth: SHOW ADDITIONAL SILT FENCE (TYP) Subject: Callout Page: Page 4 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:25:15 PM Color: Depth: TRAVEL LANE Subject: Callout Page: Page 4 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:25:18 PM Color: Depth: PARKING LANE Subject: Callout Page: Page 4 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/6/2016 2:39:18 PM Color: Depth: STREETLIGHT PER COR STD. PLAN 116.1, SEE LIGHTING PLANS (TYP) Subject: Callout Page: Page 4 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:25:23 PM Color: Depth: PERPENDICULAR CURB RAMP PER WSDOT F40.15-02 (TYP) ⅊ ⅊ 2316800100231680011023168001201123059078 1123059067 622 NILE HAS BEENREDEVELOPED INTO A NEWSINGLE FAMILY HOME WITH A NEWDRIVEWAY LAYOUT SINCE THEPREVIOUS REVIEW. UPDATE THESURVEY TO SHOW THE NEW FIELDCONDITIONS. 123059067 SHOW ADDITIONAL SILT FENCE (TYP) 23168000802316800090 TRAVEL LANE 9477940260 PARKING LANE 23 231680010023168001102316800120078 59067 ATECT A TRACT B D A PRIVATEROAD B STREETLIGHT PER CORSTD. PLAN 116.1, SEELIGHTING PLANS (TYP) 2316800100231680011023168001201123059078 1123059067 PRIVATETRACT A PRIVATEROAD B PERPENDICULAR CURBRAMP PER WSDOTF40.15-02 (TYP) Subject: Callout Page: Page 4 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:25:34 PM Color: Depth: STREET INTERSECTION STATION EQUATION Subject: Callout Page: Page 4 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:25:40 PM Color: Depth: MAKE RAMPS PERPENDICULAR TO ROAD A. ADD RAMP PERPENDICULAR TO NILE AVENUE NE. ALL RAMPS PERPENDICULAR CURB RAMP PER WSDOT F40.15-02 (TYP) Subject: Callout Page: Page 4 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:25:29 PM Color: Depth: ADD HATCH TO LEGEND Subject: Callout Page: Page 4 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/6/2016 2:45:09 PM Color: Depth: CONCRETE DRIVEWAY PER COR STD. PLAN 104.3 (TYP), ADD STATIONING, SUGGEST SEPERATE HATCH FOR DRIVEWAY Subject: Callout Page: Page 4 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:23:08 PM Color: Depth: STREET INTERSECTION STATION EQUATION Subject: Callout Page: Page 4 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/6/2016 2:54:00 PM Color: Depth: THIS RAMP WILL BE REMOVED WITH THE CONSTRUCTION OF WESTON HEIGHTS NORTH. LABEL THIS RAMP AS TEMPORARY AND TO REPLACE CURB AND SIDEWALK TO CITY STANDARDS UPON REMOVAL. 1023059026 SE 123RD ST LEGEND: STREET INTERSECTION STATION EQUATION 7708201170 SE 123RD ST MAKE RAMPSPERPENDICULAR TO ROAD A.ADD RAMP PERPENDICULARTO NILE AVENUE NE. ALL RAMPS PERPENDICULARCURB RAMP PER WSDOTF40.15-02 (TYP) 23168001201123059078 1123059067 TRACT A PRIVATEROAD B ADD HATCH TO LEGEND 1123059002 TRACT B PRIVATEROAD B CONCRETE DRIVEWAY PERCOR STD. PLAN 104.3 (TYP),ADD STATIONING,SUGGEST SEPERATEHATCH FOR DRIVEWAY NILE AVE NESTREET INTERSECTION STATION EQUATION 11230 NILE AVE NETHIS RAMP WILL BE REMOVEDWITH THE CONSTRUCTION OFWESTON HEIGHTS NORTH.LABEL THIS RAMP ASTEMPORARY AND TO REPLACECURB AND SIDEWALK TO CITYSTANDARDS UPON REMOVAL. Subject: Callout Page: Page 4 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:26:58 PM Color: Depth: HALF STRET GRIND AND OVERLAY IS REQUIRED. Subject: Callout Page: Page 4 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/6/2016 2:36:22 PM Color: Depth: REVISE ACP RAMP LAYOUT. SEE TRANSPORTATION COMMENT #6. Subject: Callout Page: Page 4 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:25:56 PM Color: Depth: CHECK STATION Subject: Callout Page: Page 4 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:26:09 PM Color: Depth: NOTCH CURB Subject: Callout Page: Page 4 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:24:12 PM Color: Depth: LABEL RISE OF THICKENED EDGE Subject: Callout Page: Page 4 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/6/2016 2:49:17 PM Color: Depth: LABEL AND STATION CURB TRANSITIONS (TYP) 1023059021 1023059259 NIL ROAD HALF STRET GRIND ANDOVERLAY IS REQUIRED. 2316800 23168001201123059078 1123059067 ST PRIVATEROAD B REVISE ACP RAMPLAYOUT. SEETRANSPORTATIONCOMMENT #6. 102305902 CHECK STATION NOTCH CURB CURVE D- LABEL RISE OF THICKENED EDGE EA TRACT B PRIVATEROAD B LABEL AND STATIONCURB TRANSITIONS (TYP) Subject: Callout Page: Page 4 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:24:04 PM Color: Depth: STATION BEGINNING OF THICKENED ASPHALT EDGE. Subject: Callout Page: Page 4 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:27:03 PM Color: Depth: ENSURE ROADWAY TAPERS MEET AASHTO STANDARDS. Subject: Callout Page: Page 8 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:28:01 PM Color: Depth: SHOW AND LABEL FENCE AROUND POND. Subject: Callout Page: Page 8 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:28:06 PM Color: Depth: PROVIDE A DETAIL OF THE PROPOSED WALL. WALL FOOTING SHALL BE PER GEOTECHNICAL ENGINEER RECOMMENDATIONS. WALLS THAT MEASURE 4' OR GREATER FROM THE BOTTOM OF FOOTING TO THE TOP OF WALL REQUIRE A SEPARATE BUILDING PERMIT. Subject: Callout Page: Page 8 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:28:15 PM Color: Depth: SHOW ROCK PAD FOR ENERGY PER 4.2.2.A FOR ENERGY DISSAPPATION Subject: Callout Page: Page 8 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/4/2016 1:55:44 PM Color: Depth: NO CATCH BASINS ARE ALLOWED IN THE SIDEWALK. REVISE DESIGN.TE CSTATION BEGINNINGOF THICKENEDASPHALT EDGE. 1123059002 ENSURE ROADWAYTAPERS MEET AASHTO STANDARDS. 9477940240 9477940250 947794026016800080 PASCO A SHOW AND LABELFENCE AROUND POND. 231680010023168001102316800120 PROVIDE A DETAIL OF THE PROPOSEDWALL. WALL FOOTING SHALL BE PERGEOTECHNICAL ENGINEERRECOMMENDATIONS. WALLS THATMEASURE 4' OR GREATER FROM THEBOTTOM OF FOOTING TO THE TOP OF WALLREQUIRE A SEPARATE BUILDING PERMIT. 231680012 1123059078 SHOW ROCK PAD FOR ENERGY PER4.2.2.A FOR ENERGYDISSAPPATION 1123059 NO CATCH BASINSARE ALLOWED INTHE SIDEWALK. REVISE DESIGN. Subject: Callout Page: Page 8 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/5/2016 4:22:44 PM Color: Depth: NEW SITE CONDITIONS. REFERENCE GENERAL COMMENT #5. Subject: Callout Page: Page 8 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:28:10 PM Color: Depth: TOW AND BOW ELEVATIONS ARE MISLABELED. Subject: Callout Page: Page 8 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:27:55 PM Color: Depth: ADD NOTE STATING THAT ALL GRADING ALONG THE EASTERN EDGE OF PRIVATE ROAD C NEEDS TO BE DONE ON SITE. SHOW SPOT ELEVATIONS ALONG THE EASTERN EDGE OF PRIVATE ROAD C THAT SHOW HOW THE PROPOSED AND EXISTING GRADES MEET. Subject: Callout Page: Page 8 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:27:51 PM Color: Depth: SHOW HOW STORMWATER FROM THIS PORTION OF PRIVATE ROAD C WILL BE ROUTED TO THE DETENTION POND. Subject: Callout Page: Page 9 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:28:45 PM Color: Depth: SHOW ROCK PAD FOR ENERGY PER 4.2.2.A FOR ENERGY DISSAPPATION Subject: Callout Page: Page 9 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/4/2016 10:58:08 AM Color: Depth: THRU-CURB INLET PER COR STD. PLAN 203.00 AND BI-DIRECTIONAL VANED GRATE PER COR STD. PLAN 204.20. 1023059026 SE 123RD ST NEW SITECONDITIONS. REFERENCE GENERALCOMMENT #5. 2316800100231680011023168001209078 059067 VATEACT A PRIVATEROAD B TOW AND BOWELEVATIONS AREMISLABELED. 9477940210 9477940220 9477940230 E NEPAVED ADD NOTE STATING THAT ALLGRADING ALONG THE EASTERNEDGE OF PRIVATE ROAD CNEEDS TO BE DONE ON SITE. SHOW SPOT ELEVATIONSALONG THE EASTERN EDGE OFPRIVATE ROAD C THAT SHOWHOW THE PROPOSED ANDEXISTING GRADES MEET.PRIVATEROAD CSHOW HOW STORMWATERFROM THIS PORTION OFPRIVATE ROAD C WILL BEROUTED TO THEDETENTION POND. P SHOW ROCK PADFOR ENERGY PER4.2.2.A FOR ENERGYDISSAPPATION THRU-CURB INLET PERCOR STD. PLAN 203.00AND BI-DIRECTIONAL VANED GRATE PER CORSTD. PLAN 204.20. Subject: Callout Page: Page 9 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/4/2016 10:51:09 AM Color: Depth: IS THIS AN INLET? Subject: Callout Page: Page 9 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/4/2016 1:53:53 PM Color: Depth: DOESN'T MATCH ROAD PLAN. Subject: Callout Page: Page 9 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:28:30 PM Color: Depth: SHOW ROCK PAD FOR ENERGY PER 4.2.2.A FOR ENERGY DISSAPPATION Subject: Callout Page: Page 9 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/4/2016 10:58:23 AM Color: Depth: DOESN'T MATCH LEFT. Subject: Callout Page: Page 9 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/4/2016 10:59:31 AM Color: Depth: CHECK IF THIS MATCHES THE PLAN. Subject: Callout Page: Page 9 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/6/2016 4:03:10 PM Color: Depth: IF CB #1A IS LOCATED OUTSIDE OF THE FLOWLINE, IT WILL NEED A SOLID LOCKING LID PER COR STD. PLAN 204.10. IS THIS AN INLET? DOESN'T MATCH ROAD PLAN. PROFIL SHOW ROCK PADFOR ENERGY PER4.2.2.A FOR ENERGYDISSAPPATION DOESN'TMATCH LEFT. CHECK IF THISMATCHES THE PLAN. PROFILE - NILE AVE N IF CB #1A IS LOCATEDOUTSIDE OF THE FLOWLINE, IT WILL NEED A SOLIDLOCKING LID PER COR STD.PLAN 204.10. Subject: Callout Page: Page 10 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:29:14 PM Color: Depth: LABEL IE ELEVATION (TYP) Subject: Callout Page: Page 10 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:29:09 PM Color: Depth: LABEL PIPE MATERIAL, PROVIDE DETAIL / SECTION SHOWING HOW THIS WILL BE INSTALLED. Subject: Callout Page: Page 10 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:29:35 PM Color: Depth: THE INLET IS LOWER THAN THE OUTLET. THIS WOULD CREATE AN UNFAVORABLE SUBMERGED INLET. Subject: Callout Page: Page 10 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/4/2016 9:25:25 AM Color: Depth: CELL 1 SHALL CONTAIN 25% TO 35% OF THE TOTAL WETPOOOL VOLUME. CELL 1 CURRENTLY CONTAINS 100% OF THE WETPOOL VOLUME. Subject: Callout Page: Page 10 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/4/2016 9:26:55 AM Color: Depth: SEDIMENT STORAGE IN CELL 2 IS NOT NEEDED. Subject: Callout Page: Page 10 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 10:27:52 AM Color: Depth: SHOW VAULT OUTLET AND INLET. SUGGEST ROTATING TO MATCH PLAN AND SECTION VIEWS. LABEL IE ELEVATION(TYP) LABEL PIPE MATERIAL,PROVIDE DETAIL /SECTION SHOWING HOWTHIS WILL BE INSTALLED. THE INLET IS LOWER THAN THE OUTLET. THIS WOULDCREATE AN UNFAVORABLESUBMERGED INLET. VAULT - SECTIONSCALE: 1"=10' , W.M. CELL 1 SHALL CONTAIN 25%TO 35% OF THE TOTALWETPOOOL VOLUME. CELL 1CURRENTLY CONTAINS 100%OF THE WETPOOL VOLUME. VAULT SCA E., W.M.SEDIMENT STORAGE IN CELL2 IS NOT NEEDED. SHOW VAULT OUTLET AND INLET. SUGGEST ROTATING TO MATCHPLAN AND SECTION VIEWS. Subject: Callout Page: Page 10 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 9:39:47 AM Color: Depth: LABEL ACCESS MANHOLE (TYP) Subject: Callout Page: Page 10 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 9:53:01 AM Color: Depth: 5' X 10' GRATE NEEDS TO BE PROVIDED OVER SECOND WETPOOL CELL. Subject: Callout Page: Page 10 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 9:43:08 AM Color: Depth: SHOW AND LABEL ELEVATION OF GRADE OVER VAULT. SHOW VAULT ACCESS POINTS. (TYP) Subject: Callout Page: Page 10 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:29:18 PM Color: Depth: ADD NOTES TO CONTROL STRUCTURE DETAIL PER SECTION 5.3.4 OF THE 2009 KCSWDM. LABEL PIPE MATERIAL FOR THE STANDPIPE, LABEL PIPE SUPPORTS AND MATERIALS OF PIPE SUPPORTS, LABEL MANHOLE FRAME AND COVER DETAIL, PIPE MATERIAL, LABEL MATERIAL OF LADDER, ETC. Subject: Callout Page: Page 10 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:29:23 PM Color: Depth: SHOW HOW PIPES WILL ENTER CB #1. PIPES NEED TO MATCH CROWNS. Subject: Callout Page: Page 11 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/1/2016 5:07:44 PM Color: Depth: DOESN'T MATCH KCRTS MODEL. REVISE PLAN.NLABEL ACCESSMANHOLE (TYP) PRIVATETRACT A SEC. 11, TWP. 23 N, RGE. 5 E., W.M N5' X 10' GRATE NEEDSTO BE PROVIDEDOVER SECONDWETPOOL CELL.REVISIONSSHOW AND LABELELEVATION OF GRADEOVER VAULT. SHOW VAULTACCESS POINTS. (TYP) STORM TRACT A ADD NOTES TO CONTROL STRUCTURE DETAIL PERSECTION 5.3.4 OF THE 2009 KCSWDM. LABEL PIPEMATERIAL FOR THE STANDPIPE, LABEL PIPESUPPORTS AND MATERIALS OF PIPE SUPPORTS,LABEL MANHOLE FRAME AND COVER DETAIL, PIPEMATERIAL, LABEL MATERIAL OF LADDER, ETC. SHOW HOW PIPES WILLENTER CB #1. PIPES NEEDTO MATCH CROWNS. DOESN'T MATCHKCRTS MODEL. REVISE PLAN. Subject: Callout Page: Page 11 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/6/2016 9:17:41 AM Color: Depth: AN ECOLOGY BLOCK WALL WILL NOT BE PERMITTED TO BE USED AS A BAFFLE WALL. ANY BAFFLE WALL THAT IS 4' OR GREATER IN HEIGHT FROM BOTTOM OF FOOTING WILL REQUIRE A SEPERATE BUILDING PERMIT. Subject: Callout Page: Page 11 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:29:53 PM Color: Depth: ADD SPOT ELEVATIONS TO SHOW HOW POND WILL TIE INTO THE PROPERTY TO THE SOUTH. Subject: Callout Page: Page 11 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/1/2016 4:52:33 PM Color: Depth: THE CITY WILL NOT ALLOW AN ECOLOGY BLOCK WALL TO BE USED AS A BAFFLE. PLEASE PROVIDE A REVISED DESIGN. Subject: Callout Page: Page 11 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:29:49 PM Color: Depth: SHOW AND DETAIL ROCK PAD FOR ENERGY DISSAPATION. Subject: Callout Page: Page 11 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:04:19 PM Color: Depth: PROVIDE SECTION C-C TO SHOW BAFFLE WALL AND PROPOSED BAFFLE WALL GAP. Subject: Callout Page: Page 11 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/4/2016 1:36:35 PM Color: Depth: ADD PROFILE FROM CB#10A TO CB #10B. POND SECTION AHORIZONTAL SCALE: 1"=20'VERTICAL SCALE: 1"=8' AN ECOLOGY BLOCK WALL WILL NOT BEPERMITTED TO BE USED AS A BAFFLE WALL. ANY BAFFLE WALL THAT IS 4' OR GREATERIN HEIGHT FROM BOTTOM OF FOOTING WILLREQUIRE A SEPERATE BUILDING PERMIT. 9477940250 94779402602316800080RO (PR T C NADD SPOT ELEVATIONS TOSHOW HOW POND WILL TIEINTO THE PROPERTY TO THESOUTH. 94779402602316800080 M TRACT C NTHE CITY WILL NOT ALLOW AN ECOLOGYBLOCK WALL TO BE USED AS A BAFFLE. PLEASE PROVIDE A REVISED DESIGN. 9477940250 94779402602316800080 TRACT C ROAD C(PRIVATE)NSHOW AND DETAIL ROCK PADFOR ENERGY DISSAPATION. 9477940250ROAD C(PRIVATE)NPROVIDE SECTION C-C TO SHOWBAFFLE WALL AND PROPOSEDBAFFLE WALL GAP. ADD PROFILE FROM CB#10ATO CB #10B. Subject: Callout Page: Page 11 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:03:45 PM Color: Depth: CELL 1 SHALL CONTAIN 25% TO 35% OF THE TOTAL WETPOOL VOLUME. CELL 1 CURRENTLY LOOKS TOO LARGE. Subject: Callout Page: Page 11 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/4/2016 1:30:12 PM Color: Depth: PROVIDE DETAIL FOR FENCE. Subject: Callout Page: Page 11 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:29:59 PM Color: Depth: ADD NOTES TO CONTROL STRUCTURE DETAIL PER SECTION 5.3.4 OF THE 2009 KCSWDM. LABEL PIPE MATERIAL FOR THE STANDPIPE, LABEL PIPE SUPPORTS AND MATERIALS OF PIPE SUPPORTS, LABEL MANHOLE FRAME AND COVER DETAIL, PIPE MATERIAL, LABEL MATERIAL OF LADDER, ETC. Subject: Callout Page: Page 11 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:02:57 PM Color: Depth: SEDIMENT STORAGE IN CELL 2 IS NOT NEEDED. Subject: Callout Page: Page 11 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:04:32 PM Color: Depth: ACCESS RAMP NEEDED TO ACCESS CELL 1 FOR SEDIMENT REMOVAL Subject: Callout Page: Page 14 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/6/2016 8:12:57 AM Color: Depth: EXTEND SEWER MAIN 15' NORTH TO SERVE 703 NILE AVE NE. 9477940240 9477940250 TRACT C ROAD C(PRIVATE)SEC. 11, TWP. 23 N, RGE. 5 E., A CELL 1 SHALL CONTAIN 25% TO35% OF THE TOTAL WETPOOLVOLUME. CELL 1 CURRENTLYLOOKS TOO LARGE. 9477940240TRACT C SEC. 11, TWP. 23 PROVIDE DETAILFOR FENCE. 9477940250 9477940260 A-POND SECTION AHORIZONTAL SCALE: 1"=20'VERTICAL SCALE: 1"=8'NADD NOTES TO CONTROL STRUCTURE DETAIL PERSECTION 5.3.4 OF THE 2009 KCSWDM. LABEL PIPEMATERIAL FOR THE STANDPIPE, LABEL PIPESUPPORTS AND MATERIALS OF PIPE SUPPORTS,LABEL MANHOLE FRAME AND COVER DETAIL, PIPEMATERIAL, LABEL MATERIAL OF LADDER, ETC. SEDIMENT STORAGE IN CELL2 IS NOT NEEDED. 9477940240 9477940250 2316800080 TRACT C ROAD C(PRIVATE)A-POND SECT HORIZONTAL SC VERTICAL SCALE NACCESS RAMP NEEDED TOACCESS CELL 1 FOR SEDIMENTREMOVAL NILE AVE NEEXTEND SEWER MAIN 15' NORTH TO SERVE 703 NILE AVE NE. Subject: Callout Page: Page 15 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:31:01 PM Color: Depth: PER COR STD. PLAN 400.1 SSMH (TYP) Subject: Callout Page: Page 20 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/6/2016 3:03:49 PM Color: Depth: SHOW STREETLIGHTING ALONG NILE AVENUE NE. Subject: Callout Page: Page 20 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/1/2016 9:41:08 AM Color: Depth: ADD PROJECT SPECIFIC CONSTRUCTION NOTES AS NECESSARY. Subject: Arrow Page: Page 4 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:24:27 PM Color: Depth: Arrow (5) Subject: Arrow Page: Page 4 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/7/2016 3:24:35 PM Color: Depth: Subject: Arrow Page: Page 10 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/4/2016 8:54:00 AM Color: Depth: PER COR STD. PLAN 400.1 SSMH (TYP) PR RO PRIVATETRACT A 9 0.00.00.00.00.00.00.00.10.10.10.00.00.00.00.10.10.10.1 0.00.00.00.10.10.10.20.10.00.00.00.10.20.20.20.20.10.10.20.30.30.3 0.30.40.40.40.40.60.60.50.80.80.7 1.11.10.81.31.31.01.31.41.2 SHOW STREETLIGHTINGALONG NILE AVENUE NE. ALL ST 6375.4 ALL PO PLUMB POLE. BACKF 6" LIFT APPRO REQUI THE D (NON P AID IN IN ALL MUST DEVEL LIGHT ADD PROJECT SPECIFICCONSTRUCTION NOTESAS NECESSARY. Subject: Arrow Page: Page 11 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/1/2016 4:45:53 PM Color: Depth: Subject: Arrow Page: Page 11 Lock: Unlocked Status: Checkmark: Unchecked Author: IFitz-James Date: 4/1/2016 4:45:47 PM Color: Depth: