HomeMy WebLinkAboutSONC-1501asb.dwg ACAD_LAYERFILTERS ACAD_LAYERSTATES S2 S2 *S2* * * * * 0 BNDRY BNDRY-TXT DEMO DEMO-HT DEMO-TXT DET-HT DET-OBJ DET-TXT EX-CHZ EX-CL EX-CONT EX-EASEMENT EX-GAS EX-LOT EX-PKG-ST EX-POWER
EX-RD-NAME EX-SSEW EX-STD EX-SURF EX-SURVEY EX-TELE EX-TREE EX-TREE-LN EX-TREE-TXT EX-WTR GRADING GRADING-TXT HORZCON MISC NW-BLDG NW-BLDG-BKGD NW-BLDG-OH NW-BLDG-TXT NW-CHZ NW-CONT
NW-CONT-TXT NW-CURB-B NW-EASEMENT NW-PKG NW-RET-WALL NW-SSEW NW-SSEW-BKGD NW-SSEW-TXT NW-STD-BKGD NW-STD-CB NW-STD-P NW-STD-TXT NW-SURF NW-SURF-HT NW-SURF-TXT NW-TREE NW-WTR NW-WTR-BKGD
NW-WTR-SYM NW-WTR-TXT ROW ROW-TXT SETBACK SOLID SRF-VIEW-EG TESC TESC-FNC TESC-HT TESC-SWL TESC-TXT RAK {ARCH CONTINUOUS ARCH} DEFPOINTS RAK {TEMP UPOWER 5 TEMP} NW-POWER _RAMP-TXT
_EXHIBIT-TXT _SD-EXHIBIT-TXT SRF-VIEW nickSONC-1501pln2018-03-19|SHGR nickSONC-1501pln2018-03-19|ALIGNMENT nickSONC-1501pln2018-03-19|BNDRY nickSONC-1501pln2018-03-19|BNDRY-TXT nickSONC-1501pln2018-
03-19|CONST_LIMITS nickSONC-1501pln2018-03-19|CURVE_TABLE_BORDER nickSONC-1501pln2018-03-19|CURVE_TABLE_HEADER nickSONC-1501pln2018-03-19|CURVE_TABLE_TEXT nickSONC-1501pln2018-03-19|DEMO
nickSONC-1501pln2018-03-19|DEMO-HT nickSONC-1501pln2018-03-19|DEMO-SYM nickSONC-1501pln2018-03-19|DEMO-TXT nickSONC-1501pln2018-03-19|DESC nickSONC-1501pln2018-03-19|DET-HT nickSONC-1501pln2018-03-1
9|DET-OBJ nickSONC-1501pln2018-03-19|DET-TXT nickSONC-1501pln2018-03-19|ELEV nickSONC-1501pln2018-03-19|EOP nickSONC-1501pln2018-03-19|EX-BLDG nickSONC-1501pln2018-03-19|EX-CATV nickSONC-1501pln2018-
03-19|EX-CHZ nickSONC-1501pln2018-03-19|EX-CL nickSONC-1501pln2018-03-19|EX-CONT nickSONC-1501pln2018-03-19|EX-CURB nickSONC-1501pln2018-03-19|EX-DITCH nickSONC-1501pln2018-03-19|EX-EASEMENT
nickSONC-1501pln2018-03-19|EX-GAS nickSONC-1501pln2018-03-19|EX-LOT nickSONC-1501pln2018-03-19|EX-LOT-TXT nickSONC-1501pln2018-03-19|EX-PKG-ST nickSONC-1501pln2018-03-19|EX-POWER nickSONC-1501pln201
8-03-19|EX-RD-NAME nickSONC-1501pln2018-03-19|EX-RET-WALL nickSONC-1501pln2018-03-19|EX-ROCKERY nickSONC-1501pln2018-03-19|EX-SSEW nickSONC-1501pln2018-03-19|EX-STD nickSONC-1501pln2018-03-19|EX-STRE
AM nickSONC-1501pln2018-03-19|EX-SURF nickSONC-1501pln2018-03-19|EX-SURVEY nickSONC-1501pln2018-03-19|EX-TELE nickSONC-1501pln2018-03-19|EX-TREE nickSONC-1501pln2018-03-19|EX-TREE-LN
nickSONC-1501pln2018-03-19|EX-TREE-TXT nickSONC-1501pln2018-03-19|EX-UTILS nickSONC-1501pln2018-03-19|EX-WTR nickSONC-1501pln2018-03-19|GRADING nickSONC-1501pln2018-03-19|GRADING-TXT
nickSONC-1501pln2018-03-19|HORZCON nickSONC-1501pln2018-03-19|LINE_TABLE_BORDER nickSONC-1501pln2018-03-19|LINE_TABLE_HEADER nickSONC-1501pln2018-03-19|LINE_TABLE_TEXT nickSONC-1501pln2018-03-19|MAT
CHLINE nickSONC-1501pln2018-03-19|MISC nickSONC-1501pln2018-03-19|NW-BLDG nickSONC-1501pln2018-03-19|NW-BLDG-BKGD nickSONC-1501pln2018-03-19|NW-BLDG-COL nickSONC-1501pln2018-03-19|NW-BLDG-FTG
nickSONC-1501pln2018-03-19|NW-BLDG-OH nickSONC-1501pln2018-03-19|NW-BLDG-TXT nickSONC-1501pln2018-03-19|NW-CHZ nickSONC-1501pln2018-03-19|NW-CHZ-TXT nickSONC-1501pln2018-03-19|NW-CL
nickSONC-1501pln2018-03-19|NW-CONT nickSONC-1501pln2018-03-19|NW-CONT-BKGD nickSONC-1501pln2018-03-19|NW-CONT-IDX nickSONC-1501pln2018-03-19|NW-CONT-TXT nickSONC-1501pln2018-03-19|NW-CURB-B
nickSONC-1501pln2018-03-19|NW-DITCH nickSONC-1501pln2018-03-19|NW-EASEMENT nickSONC-1501pln2018-03-19|NW-GAS nickSONC-1501pln2018-03-19|NW-GUARDRAIL nickSONC-1501pln2018-03-19|NW-GUARDRAIL-TXT
nickSONC-1501pln2018-03-19|NW-PKG nickSONC-1501pln2018-03-19|NW-POND-CNT nickSONC-1501pln2018-03-19|NW-POND-CNT-TXT nickSONC-1501pln2018-03-19|NW-POND-EST nickSONC-1501pln2018-03-19|NW-POND-TXT
nickSONC-1501pln2018-03-19|NW-RD-NAME nickSONC-1501pln2018-03-19|NW-RET-WALL nickSONC-1501pln2018-03-19|NW-RET-WALL-TXT nickSONC-1501pln2018-03-19|NW-ROCKERY nickSONC-1501pln2018-03-19|NW-SLOPE
nickSONC-1501pln2018-03-19|NW-SSEW nickSONC-1501pln2018-03-19|NW-SSEW-BKGD nickSONC-1501pln2018-03-19|NW-SSEW-EST nickSONC-1501pln2018-03-19|NW-SSEW-TXT nickSONC-1501pln2018-03-19|NW-STD
nickSONC-1501pln2018-03-19|NW-STD-BKGD nickSONC-1501pln2018-03-19|NW-STD-CB nickSONC-1501pln2018-03-19|NW-STD-EST nickSONC-1501pln2018-03-19|NW-STD-FTG nickSONC-1501pln2018-03-19|NW-STD-P
nickSONC-1501pln2018-03-19|NW-STD-STREAM nickSONC-1501pln2018-03-19|NW-STD-SUBD nickSONC-1501pln2018-03-19|NW-STD-SUBD-P nickSONC-1501pln2018-03-19|NW-STD-SUBD-TXT nickSONC-1501pln2018-03-19|NW-STD-
TXT nickSONC-1501pln2018-03-19|NW-SURF nickSONC-1501pln2018-03-19|NW-SURF-HT nickSONC-1501pln2018-03-19|NW-SURF-SCORING nickSONC-1501pln2018-03-19|NW-SURF-TXT nickSONC-1501pln2018-03-19|NW-TREE
nickSONC-1501pln2018-03-19|NW-TREE-DRIPLINE nickSONC-1501pln2018-03-19|NW-UTIL nickSONC-1501pln2018-03-19|NW-WTR nickSONC-1501pln2018-03-19|NW-WTR-BKGD nickSONC-1501pln2018-03-19|NW-WTR-EST
nickSONC-1501pln2018-03-19|NW-WTR-SYM nickSONC-1501pln2018-03-19|NW-WTR-TXT nickSONC-1501pln2018-03-19|PARCELS nickSONC-1501pln2018-03-19|PBASE nickSONC-1501pln2018-03-19|PEGC nickSONC-1501pln2018-0
3-19|PEGCT nickSONC-1501pln2018-03-19|PFGC nickSONC-1501pln2018-03-19|PFGCT nickSONC-1501pln2018-03-19|PGRID nickSONC-1501pln2018-03-19|PGRIDT nickSONC-1501pln2018-03-19|PNTS nickSONC-1501pln2018-03-
19|POINT nickSONC-1501pln2018-03-19|PRCB nickSONC-1501pln2018-03-19|PVGRID nickSONC-1501pln2018-03-19|PVI nickSONC-1501pln2018-03-19|REV nickSONC-1501pln2018-03-19|RIP-RAP nickSONC-1501pln2018-03-19|
ROW nickSONC-1501pln2018-03-19|ROW-TXT nickSONC-1501pln2018-03-19|SETBACK nickSONC-1501pln2018-03-19|SETBACK-TXT nickSONC-1501pln2018-03-19|SOLID nickSONC-1501pln2018-03-19|SRF-FLT nickSONC-1501pln20
18-03-19|SRF-VIEW-EG nickSONC-1501pln2018-03-19|STALBL nickSONC-1501pln2018-03-19|STAPTS nickSONC-1501pln2018-03-19|STATXT nickSONC-1501pln2018-03-19|TESC nickSONC-1501pln2018-03-19|TESC-CNT
nickSONC-1501pln2018-03-19|TESC-FNC nickSONC-1501pln2018-03-19|TESC-HT nickSONC-1501pln2018-03-19|TESC-SWL nickSONC-1501pln2018-03-19|TESC-SYM nickSONC-1501pln2018-03-19|TESC-TXT nickSONC-1501pln201
8-03-19|WETLAND-BD nickSONC-1501pln2018-03-19|WETLAND-HT nickSONC-1501pln2018-03-19|WETLAND-MIT nickSONC-1501pln2018-03-19|WETLAND-TXT nickSONC-1501pln2018-03-19|TITLE-TXT nickSONC-1501pln2018-03-19|
EX-FNC nickSONC-1501pln2018-03-19|NW-FNC nickSONC-1501pln2018-03-19|HATCH nickSONC-1501pln2018-03-19|NW-LOT nickSONC-1501pln2018-03-19|NW-LOT-TXT RAK {ARCH CONTINUOUS ARCH} nickSONC-1501pln2018-03-19
|NARROW-SCALE RAK {TEMP UPOWER 5 TEMP} nickSONC-1501pln2018-03-19|NW-POWER nickSONC-1501pln2018-03-19|_RAMP-TXT nickSONC-1501pln2018-03-19|BORDER nickSONC-1501pln2018-03-19|BORDER-TXT
nickSONC-1501pln2018-03-19|_EXHIBIT-TXT nickSONC-1501pln2018-03-19|Site Plan$0$P-SITE nickSONC-1501pln2018-03-19|_SD-EXHIBIT-TXT nickSONC-1501pln2018-03-19|SRF-VIEW nickSONC-1501pln2018-03-19|nick-l
ines nickSONC-1501pln2018-03-19|nick nickSONC-1501pln2018-03-19|SV-BNDRY-LIN RAK {ACET-LAYISO Continuous 5 ACET-LAYISO} nickSONC-1501pln2018-03-19|TT03.132 Survey$0$CURB-PROP-LIN RAK
{ACET-LAYISO Continuous 5 ACET-LAYISO} nickSONC-1501pln2018-03-19|TT03.132 Survey$0$VEHICLE RAK {ACET-LAYISO Continuous 5 ACET-LAYISO} nickSONC-1501pln2018-03-19|TT03.132 Survey$0$TEXT
RAK {ACET-LAYISO Continuous 5 ACET-LAYISO} nickSONC-1501pln2018-03-19|TT03.132 Survey$0$DIMS RAK {ACET-LAYISO Continuous 5 ACET-LAYISO} nickSONC-1501pln2018-03-19|TT03.132 Survey$0$WHEELS
RAK {ACET-LAYISO DASHED 5 ACET-LAYISO} nickSONC-1501pln2018-03-19|TT03.132 Survey$0$OVERHANG ACAECLAYERSTANDARD Curb and Gutter nickSONC-1501pln2018-03-19|Site Plan$0$A-WALKWAY-SURFACE
ACAECLAYERSTANDARD nickSONC-1501pln2018-03-19|Site Plan$0$A-SCREED ACAECLAYERSTANDARD nickSONC-1501pln2018-03-19|Site Plan$0$A-BLDG ACAECLAYERSTANDARD nickSONC-1501pln2018-03-19|Site
Plan$0$0-0 nickSONC-1501pln2018-03-19|CONT-MNR nickSONC-1501pln2018-03-19|CONT-MJR ACAD_LAYOUTSELFREF ACAD_SORTENTS *MODEL_SPACE ACAD_LAYOUTSELFREF ACAD_SORTENTS *PAPER_SPACE ADCADD_ZZ
CBI ALLEGRO_TABLET_TOOLS ACAD_SORTENTS LOGOINC ACAD_SORTENTS Renton ACAD_SORTENTS calldig ACAD_SORTENTS north S1$0$BOL S1$0$sdcb S1$0$wfh3 S1$0$gv S1$0$lp S1$0$sdmh S1$0$sfsn S1$0$wmet
S1$0$wgv ACAD_SORTENTS NB S2$0$15529-Boundary$0$ap-smicp *D18 *D19 *D20 ACAD_SORTENTS CONTREE ACAD_SORTENTS DECTREE *D23 AcDbDynamicBlockGUID {D0258469-9C08-459F-97ED-7BDD3339A513}
AcDbBlockRepETag A1$0$LIGHT *D25 FLOW ACAD_SORTENTS WM AcDbDynamicBlockGUID {84BC9574-53FE-4260-82DA-E9F1D920261A} A5$0$HCSIGN ACAD_SORTENTS AcDbDynamicBlockGUID {914737F4-8A14-4C5C-9D27-9B5695E23FD
B} AcDbBlockRepETag A5$0$SIGN ACAD_SORTENTS ADRAINSQ *D31 *D32 *D33 *D34 CBII SSMH CO *D38 *D39 *D40 ACAD_SORTENTS HC-PM *D42 *D43 *D44 *D45 *D46 *D47 *D48 *D49 *D50 *D51 *D52 *D53 *D54
*D55 *D56 *D57 *D58 *D59 *D60 *D61 *D62 *D63 *D64 *D65 *D66 *D67 *D68 *D69 *D70 *D71 *D72 ARRW *X74 conhatc *D76 *D77 *D78 *D79 *D80 *D81 *D82 *D83 *D84 *D85 *D86 *D87 *D88 *D89 *D90
*D91 *D92 SWALE ACAD_SORTENTS GV AcDbDynamicBlockGUID {C62D7E87-7C56-42E5-8AE4-8A5B13DFA4F4} AcDbBlockRepETag A6$0$Site Plan$0$SENSOR A6$0$Site Plan$0$TRASH CAN ACAD_SORTENTS A6$0$Site
Plan$0$TRASH CAN-flat-1 *D98 *D99 *D100 *D101 *D102 *D103 *D104 *D105 *D106 *D107 *D108 *D109 *D110 *D111 *D112 *D113 *D114 *D115 *D116 *D117 *D118 *D119 *D120 *D121 *D122 *D123 ACAD_SORTENTS
stree14 *D125 *D126 *X127 nickSONC-1501pln2018-03-19 ACAD_SORTENTS RedAs-Built STANDARD L100 ps100 ps80 fncp util ACAD Verdana NB L80 L100-2 ACAD Arial Arial SOLID OLDCASTLE ACAD Arial
ViewTitles L100-30 nickSONC-1501pln2018-03-19|ps80 nickSONC-1501pln2018-03-19|fncp nickSONC-1501pln2018-03-19|util L100-10 BYBLOCK BYLAYER CONTINUOUS CENTER2 HIDDEN HIDDEN2 PHANTOM
PHANTOM2 SANITARY SILT_FENCE STORM WATER GAS_LINE SDPIPE STD_FENCE UPOWER DOT2 ZIGZAG A6$0$Site Plan$0$HIDDEN nickSONC-1501pln2018-03-19|ACAD_ISO10W100 nickSONC-1501pln2018-03-19|ACAD_ISO14W100
nickSONC-1501pln2018-03-19|CENTER2 nickSONC-1501pln2018-03-19|DIVIDE2 nickSONC-1501pln2018-03-19|GUARD-RAIL nickSONC-1501pln2018-03-19|HIDDEN nickSONC-1501pln2018-03-19|HIDDEN2 nickSONC-1501pln2018-
03-19|PHANTOM nickSONC-1501pln2018-03-19|PHANTOM2 nickSONC-1501pln2018-03-19|ROCKERY nickSONC-1501pln2018-03-19|SANITARY nickSONC-1501pln2018-03-19|SILT_FENCE nickSONC-1501pln2018-03-19|STORM
nickSONC-1501pln2018-03-19|WATER nickSONC-1501pln2018-03-19|GAS_LINE nickSONC-1501pln2018-03-19|STD_FENCE nickSONC-1501pln2018-03-19|UPOWER nickSONC-1501pln2018-03-19|BOUNDARY2 nickSONC-1501pln2018-
03-19|TT03.132 Survey$0$DASHED CIVIL CIVILPS EXIST ACAD_DSTYLE_DIMJAG ACAD_DSTYLE_DIMTALN Standard CIVIL-2 CIVILPS$7 Catalog (Oldcastle style) Catalog (Oldcastle style)$0 CIVIL-30 CIVIL-10
C-02 C-03 C-04 C-05 C-06 C-07 C-08 C-09 C-01 C-10 CG ACAD ADE AVE_RENDER AVE_MATERIAL ADCADD_ZZ SDSK_PMN SDSK_POINT civil_draft civil_line_table civil_curve_table civil_spiral_table
SDI_XSECTIONS DCA_FIGURE_XENT DCO15 RAK ADE_PROJECTION ACAECLAYERSTANDARD AEC_ROUNDTRIP_15 ALLEGRO ABNSLEADERTOOLS ADCADD_MATERIAL ADCADD_KEYNOTES AcadAnnotative ACAD_DSTYLE_DIMJAG
ACAD_DSTYLE_DIMTALN ACAD_PSEXT AcCmTransparency ACAD_DSTYLE_DIMEXT_ENABLED ACAD_DSTYLE_DIMEXT_LENGTH ACAD_DSTYLE_DIMJOGGED_JOGANGLE_SYMBOL AcadAnnotativeDecomposition ACAD_DSTYLE_DIM_LINETYPE
ACAD_DSTYLE_DIM_EXT1_LINETYPE ACAD_DSTYLE_DIM_EXT2_LINETYPE AcDbDynamicBlockGUID AcDbBlockRepETag ACAD_DSTYLE_DIMBREAK AEC_XDATA_BOUND_SPACE ACAD_MLEADERVER AcLayerTools ACAD_EXEMPT_FROM_CAD_STANDAR
DS AeccLand60 AcMapDMDisplayStyleRegapp AeccLand50 MapGWS AcadAnnoPO AcadAnnoAV AECBASE ABAM_051469 DJ_051469 PE_URL ACAD_DSTYLE_DIMTEXT_FILL ACAUTHENVIRON AEC_ISOLATEDOBJECTS_XDATA
AcDbDynamicBlockTrueName AcDbBlockRepBTag civil_point_table AeccPlanProd50ViewportType AeccLand80 AeccUiQTO AeccUiQTOEntityPayItemData AeccUiQTOPayItemFilePath AeccUiQTOPayItemCategoryFilePath
AeccUiQTOFreqUsedPayItemsList AeccUiQTOPayItemFormulaFilePath AeccUiQTOPayItemSpecBookVersionFloridaDOT AeccUiQTOPayItemFormulaParameters AeccUiQTOPayItemFormulaExpression AeccUiQTOTransportDesigner
FileFloridaDOT AeccUiMgr AeccUiModel ACAD_NAV_VCDISPLAY ManulPointsAssociative AeccLand100 AeccUiDataExchange AcadAnnoMonitorAlertIconDisabled AECGUIBASE ACAD_DSTYLE_DIMARC_LENGTH_SYMBOL
ANNOT_CUSTOM ANNOT_DEFAULTS LABEL AcDbAttr GradientColor1ACI GradientColor2ACI REVIT SD_STL_18_HSS6X5X.250_1 AVE_ENTITY_MATERIAL AVE_FINISH AVE_GLOBAL STUC-EIFS CONTENTBLOCKICON AECADR2011
BBSI_PltSel BBSI_Bookmarks BBSI_BookmarksEx _KTI_ARCHT AECB_HALOED_LINE_OUTLINE_EDGE_LIMIT AECB_OSNAP_MEP ACAD_DIMASSOC_CALC_DIMLFAC ACAD_DIMASSOC_DIMLFAC ACAD_DIMASSOC_OVERRIDDEN_DIMLFAC
GENIUS_GENODEF_13 GENIUS_GENREC_14 GENIUS_GENOBJ-N-REC_13 ACAD_DSTYLE_DIMRADIAL_EXTENSION ACAD_DSTYLE_DIMINSPECT GENIUS_GENOBJ-N-HTC_13 GENIUS_GENHATCH_13 AM_DWG_SETUP AM_DWG_ARCH AM_CONV_FACTORS
AM_DWG_STRINGS AM_DWG_DIMS AM_DWG_USER AM_LYR_VUES AM_LYR_GRPS AM_DWG_HOODS AM_DWG_REVS AM3_COPYRIGHT KOLPAK KCL-CUSTOM PLOTTRANSPARENCY AcDbDynamicBlockTrueName2 BNS_SPRHATCH LandFX
AeccLand90 PalladioXData ACAD_MATERIAL_MAPPER ACAD_MATERIAL_MAPPER_2 AcadMAttdefInAnnoBlockDecomposition *Active ADE ADE02C004 [Query] CaseSensitiveMatch=0 SaveCurrQueryInSession=1
MkSelSetWithQryObj=0 ShowBlockAsInsPt=0 CreateAssociativeHatchObjects=0 ReferenceBoundaryForAreaLocation=1 ShowImageAsBoundary=1 DefaultJoinOperator=2 ColorForAdd=red ColorForRemove=red
BlockLocnForQuery=1 TextLocnForQuery=1 [Save Back] RedefineBlockDefinitions=1 RedefineLayerDefinitions=1 RedefineTextStyleDefinitions=1 RemoveUnusedGroups=1 EraseSavedBackObjects=1
RemoveLockAfterSave=1 CreateHistoryFileOfChanges=0 CreateBackupFileOfSourceDwg=1 DontAddObjectsToSaveSet=0 MarkObjectsForEditingWithoutPrompting=0 [Coordinate Transformation] RestoreLastActiveDwgsOn
Startup=1 ActivateDwgsOnAttach=1 AdjustSizesAndScalesForChangesInUnits=1 AdjustRotationsForMapDistortions=1 AdjustSizesAndScalesForMapDistortions=1 AdjustElevations=1 AdjustZeroRotationObjects=1
ReconnectDbOnWSOpen=1 NoOfSQLConditionsInHistory=10 ACAD_COLOR ACAD_DETAILVIEWSTYLE ACAD_GROUP ACAD_IMAGE_DICT ACAD_IMAGE_VARS ACAD_LAYOUT ACAD_MATERIAL ACAD_MLEADERSTYLE ACAD_MLINESTYLE
ACAD_PLOTSETTINGS ACAD_PLOTSTYLENAME ACAD_SCALELIST ACAD_SECTIONVIEWSTYLE ACAD_TABLESTYLE ACAD_VISUALSTYLE ACAD_WIPEOUT_VARS AcadDim AcDbVariableDictionary ADE_DRAWING_SETS ADE_QUERY_LIBRARY
AEC_CIVIL_CURVE_LABELS AEC_CIVIL_CURVE_TAG_LABELS AEC_CIVIL_LABEL_STYLES AEC_CIVIL_LINE_LABELS AEC_CIVIL_LINE_TAG_LABELS AEC_CIVIL_POINT_LABELS AEC_CIVIL_SPIRAL_LABELS AEC_CIVIL_SPIRAL_TAG_LABELS
AEC_CLASSIFICATION_SYSTEM_DEFS AEC_DISP_REP_CONFIGURATIONS AEC_DISP_REP_SETS AEC_DISP_REPS AEC_DISPLAY_PROPS_DEFAULTS AEC_PROPERTY_SET_DEFS AEC_VARS AECC_CONTOUR_STYLES AecCvDwgPointIndex
ASE_INDEX_DICTIONARY BNS_VARIABLES Imperial24 101 102 102_1 103 200 200_1 204 214 215 216 261 320 340 350 403 405 Filterra H032 Layout1 Model A3$0$ByBlock A3$0$ByLayer A3$0$Global A4$0$A3$0$ByBlock
A4$0$A3$0$ByLayer A4$0$A3$0$Global A4$0$ByBlock A4$0$ByLayer A4$0$Global A5$0$ByBlock A5$0$ByLayer A5$0$Global ByBlock ByLayer Global Standard STANDARD Normal A0 A1 A2 A3 A4 A5 A6 A7
A8 A9 B0 B1 B2 B3 B4 B5 B6 Imperial24 Standard 2dWireframe Basic Brighten ColorChange Conceptual Dim EdgeColorOff Facepattern Flat FlatWithEdges Gouraud GouraudWithEdges Hidden JitterOff
Linepattern OverhangOff Realistic Shaded Shaded with edges Shades of Gray Sketchy Thicken Wireframe X-Ray SORTENTS _CurrQry ADE02C001 { } { } { } *A1 *A1 *A2 *A3 *A4 *A1 *A10 *A11 *A12
*A13 *A14 *A15 *A16 *A17 *A18 *A19 *A2 *A20 *A21 *A22 *A23 *A24 *A25 *A26 *A27 *A3 *A4 *A5 *A6 *A7 *A8 *A9 Standard Elevation Model Model High Detail Model Low Detail Plan Plan High
Detail Plan Low Detail Reflected AeccDbViewContour AeccDbViewPoint AeccViewGrade AecCvViewSection AecDbDispRep2dSection AecDbDispRepAnchor AecDbDispRepAnchorBubToGrid AecDbDispRepAnchorBubToGridMdl
AecDbDispRepAnchorBubToGridRcp AecDbDispRepAnchorEntToNode AecDbDispRepAnchorTagToEnt AecDbDispRepArea AecDbDispRepArea100 AecDbDispRepArea50 AecDbDispRepAreaDecomposed AecDbDispRepAreaGroup
AecDbDispRepAreaGroup100 AecDbDispRepAreaGroup50 AecDbDispRepBdgElevLineModel AecDbDispRepBdgElevLinePlan AecDbDispRepBdgElevLinePlan100 AecDbDispRepBdgElevLinePlan50 AecDbDispRepBdgElevLineRcp
AecDbDispRepBdgSectionLineModel AecDbDispRepBdgSectionLinePlan AecDbDispRepBdgSectionLinePlan100 AecDbDispRepBdgSectionLinePlan50 AecDbDispRepBdgSectionLineRcp AecDbDispRepBdgSectionModel
AecDbDispRepBdgSectionSubDiv AecDbDispRepCamera AecDbDispRepCeilingGrid AecDbDispRepCeilingGridModel AecDbDispRepCeilingGridPlan100 AecDbDispRepCeilingGridPlan50 AecDbDispRepCeilingGridRcp
AecDbDispRepClipVolModel AecDbDispRepClipVolPlan AecDbDispRepClipVolResSubDiv AecDbDispRepClipVolResult AecDbDispRepColumnGrid AecDbDispRepColumnGridModel AecDbDispRepColumnGridPlan100
AecDbDispRepColumnGridPlan50 AecDbDispRepColumnGridRcp AecDbDispRepCurtainWallLayoutModel AecDbDispRepCurtainWallLayoutPlan AecDbDispRepCurtainWallLayoutPlan100 AecDbDispRepCurtainWallLayoutPlan50
AecDbDispRepCurtainWallUnitModel AecDbDispRepCurtainWallUnitPlan AecDbDispRepCurtainWallUnitPlan100 AecDbDispRepCurtainWallUnitPlan50 AecDbDispRepDimGroupPlan AecDbDispRepDimGroupPlan100
AecDbDispRepDimGroupPlan50 AecDbDispRepDoorElev AecDbDispRepDoorModel AecDbDispRepDoorNominal AecDbDispRepDoorPlan AecDbDispRepDoorPlan50 AecDbDispRepDoorPlanHekto AecDbDispRepDoorRcp
AecDbDispRepDoorThresholdPlan AecDbDispRepDoorThresholdSymbolPlan AecDbDispRepEditInPlaceProfile AecDbDispRepEntRef AecDbDispRepLayoutCurve AecDbDispRepLayoutGrid2d AecDbDispRepLayoutGrid3d
AecDbDispRepMaskBlockRef AecDbDispRepMaskBlockRefRcp AecDbDispRepMassElemModel AecDbDispRepMassElemPlan100 AecDbDispRepMassElemPlan50 AecDbDispRepMassElemRcp AecDbDispRepMassElemSchem
AecDbDispRepMassGroupModel AecDbDispRepMassGroupPlan AecDbDispRepMassGroupPlan100 AecDbDispRepMassGroupPlan50 AecDbDispRepMassGroupRcp AecDbDispRepMaterial AecDbDispRepMvBlockRef AecDbDispRepMvBlock
RefModel AecDbDispRepMvBlockRefPlan100 AecDbDispRepMvBlockRefPlan50 AecDbDispRepMvBlockRefRcp AecDbDispRepOpening AecDbDispRepOpeningModel AecDbDispRepOpeningPlan100 AecDbDispRepOpeningPlan50
AecDbDispRepOpeningPlanReflected AecDbDispRepOpeningSillPlan AecDbDispRepPolygonModel AecDbDispRepPolygonTrueColour AecDbDispRepRailingModel AecDbDispRepRailingPlan AecDbDispRepRailingPlan100
AecDbDispRepRailingPlan50 AecDbDispRepRoofModel AecDbDispRepRoofPlan AecDbDispRepRoofPlan100 AecDbDispRepRoofPlan50 AecDbDispRepRoofRcp AecDbDispRepRoofSlabModel AecDbDispRepRoofSlabPlan
AecDbDispRepRoofSlabPlan100 AecDbDispRepRoofSlabPlan50 AecDbDispRepScheduleTable AecDbDispRepSlabModel AecDbDispRepSlabPlan AecDbDispRepSlabPlan100 AecDbDispRepSlabPlan50 AecDbDispRepSlice
AecDbDispRepSpaceBoundaryDgrm AecDbDispRepSpaceBoundaryModel AecDbDispRepSpaceBoundaryPlan AecDbDispRepSpaceBoundaryPlan100 AecDbDispRepSpaceBoundaryPlan50 AecDbDispRepSpaceBoundarySketch
AecDbDispRepSpaceModel AecDbDispRepSpacePlan AecDbDispRepSpacePlan100 AecDbDispRepSpacePlan50 AecDbDispRepSpaceRcp AecDbDispRepSpaceVolume AecDbDispRepStairModel AecDbDispRepStairPlan
AecDbDispRepStairPlan100 AecDbDispRepStairPlan50 AecDbDispRepStairPlanOverlapping AecDbDispRepStairRcp AecDbDispRepWallGraph AecDbDispRepWallModel AecDbDispRepWallPlan AecDbDispRepWallPlan100
AecDbDispRepWallPlan50 AecDbDispRepWallRcp AecDbDispRepWallSchem AecDbDispRepWindowAssemblyModel AecDbDispRepWindowAssemblyPlan AecDbDispRepWindowAssemblyPlan100 AecDbDispRepWindowAssemblyPlan50
AecDbDispRepWindowAssemblySillPlan AecDbDispRepWindowElev AecDbDispRepWindowModel AecDbDispRepWindowNominal AecDbDispRepWindowPlan AecDbDispRepWindowPlan100 AecDbDispRepWindowPlan50
AecDbDispRepWindowRcp AecDbDispRepWindowSillPlan AecsDbDispRepMemberElevationDesign AecsDbDispRepMemberElevationDetail AecsDbDispRepMemberLogical AecsDbDispRepMemberModelDesign AecsDbDispRepMemberMo
delDetail AecsDbDispRepMemberPlanDesign AecsDbDispRepMemberPlanDetail AecsDbDispRepMemberPlanSketch *A1 *A10 *A100 *A101 *A102 *A103 *A104 *A105 *A106 *A107 *A108 *A109 *A11 *A110 *A111
*A112 *A113 *A114 *A115 *A116 *A117 *A118 *A119 *A12 *A120 *A121 *A122 *A123 *A124 *A125 *A126 *A127 *A128 *A129 *A13 *A130 *A131 *A132 *A133 *A134 *A135 *A136 *A137 *A138 *A139 *A14
*A140 *A141 *A142 *A143 *A144 *A145 *A146 *A147 *A148 *A149 *A15 *A16 *A17 *A18 *A19 *A2 *A20 *A21 *A22 *A23 *A24 *A25 *A26 *A27 *A28 *A29 *A3 *A30 *A31 *A32 *A33 *A34 *A35 *A36 *A37
*A38 *A39 *A4 *A40 *A41 *A42 *A43 *A44 *A45 *A46 *A47 *A48 *A49 *A5 *A50 *A51 *A52 *A53 *A54 *A55 *A56 *A57 *A58 *A59 *A6 *A60 *A61 *A62 *A63 *A64 *A65 *A66 *A67 *A68 *A69 *A7 *A70
*A71 *A72 *A73 *A74 *A75 *A76 *A77 *A78 *A79 *A8 *A80 *A81 *A82 *A83 *A84 *A85 *A86 *A87 *A88 *A89 *A9 *A90 *A91 *A92 *A93 *A94 *A95 *A96 *A97 *A98 *A99 AEC_VARS_ARCHBASE AEC_VARS_CIVILSETUP
AEC_VARS_DWG_SETUP EXIST PROPOSED Standard 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 DCO15 ASEBlockHierarchyIndexRec
ord ACET.BREAKLINE-BLKEXE ACET.BREAKLINE-BLKSIZE AcDbContextDataManager AcadAnnotative AnnotativeData { } 8"DEC AcDbContextDataManager AcadAnnotative AnnotativeData { } CONC WALK AcDbContextDataManag
er AcadAnnotative AnnotativeData { } 5"DEC AcDbContextDataManager AcadAnnotative AnnotativeData { } TRAFFIC ISLAND AcDbContextDataManager AcadAnnotative AnnotativeData { } SIGN AcDbContextDataManager
AcadAnnotative AnnotativeData { } 6"DEC AcDbContextDataManager AcadAnnotative AnnotativeData { } 7"DEC AcDbContextDataManager AcadAnnotative AnnotativeData { } 6"DEC AcDbContextDataManager
AcadAnnotative AnnotativeData { } 2"DEC AcDbContextDataManager AcadAnnotative AnnotativeData { } ICV AcDbContextDataManager AcadAnnotative AnnotativeData { } 11"CON AcDbContextDataManager
AcadAnnotative AnnotativeData { } 8"CON AcDbContextDataManager AcadAnnotative AnnotativeData { } 10"CON AcDbContextDataManager AcadAnnotative AnnotativeData { } 4"DEC AcDbContextDataManager
AcadAnnotative AnnotativeData { } 3"DEC AcDbContextDataManager AcadAnnotative AnnotativeData { } 2"DEC AcDbContextDataManager AcadAnnotative AnnotativeData { } 3"DEC AcDbContextDataManager
AcadAnnotative AnnotativeData { } 3"DEC AcDbContextDataManager AcadAnnotative AnnotativeData { } 3"DEC AcDbContextDataManager AcadAnnotative AnnotativeData { } 4"DEC AcDbContextDataManager
AcadAnnotative AnnotativeData { } 8"CON AcDbContextDataManager AcadAnnotative AnnotativeData { } 8"CON AcDbContextDataManager AcadAnnotative AnnotativeData { } 3"DEC AcDbContextDataManager
AcadAnnotative AnnotativeData { } 8"CON AcDbContextDataManager AcadAnnotative AnnotativeData { } 5"DEC AcDbContextDataManager AcadAnnotative AnnotativeData { } 10"CON AcDbContextDataManager
AcadAnnotative AnnotativeData { } 10"CON AcDbContextDataManager AcadAnnotative AnnotativeData { } 8"CON AcDbContextDataManager AcadAnnotative AnnotativeData { } 8"CON AcDbContextDataManager
AcadAnnotative AnnotativeData { } 8"CON AcDbContextDataManager AcadAnnotative AnnotativeData { } 5"DEC AcDbContextDataManager AcadAnnotative AnnotativeData { } 3"DEC AcDbContextDataManager
AcadAnnotative AnnotativeData { } 4"DEC AcDbContextDataManager AcadAnnotative AnnotativeData { } 7"DEC AcDbContextDataManager AcadAnnotative AnnotativeData { } 4"DEC AcDbContextDataManager
AcadAnnotative AnnotativeData { } 4"DEC AcDbContextDataManager AcadAnnotative AnnotativeData { } 6"DEC AcDbContextDataManager AcadAnnotative AnnotativeData { } 5"DEC AcDbContextDataManager
AcadAnnotative AnnotativeData { } TEL AcDbContextDataManager AcadAnnotative AnnotativeData { } TV AcDbContextDataManager AcadAnnotative AnnotativeData { } ICV AcDbContextDataManager
AcadAnnotative AnnotativeData { } CONC WALK AcDbContextDataManager AcadAnnotative AnnotativeData { } CONC WALK AcDbContextDataManager AcadAnnotative AnnotativeData { } ~ AcDbContextDataManager
AcadAnnotative AnnotativeData { } ~ AcDbContextDataManager AcadAnnotative AnnotativeData { } ~ AcDbContextDataManager AcadAnnotative AnnotativeData { } ~ AcDbContextDataManager AcadAnnotative
AnnotativeData { } ~ AcDbContextDataManager AcadAnnotative AnnotativeData { } PV AcDbContextDataManager AcadAnnotative AnnotativeData { } JB AcDbContextDataManager AcadAnnotative AnnotativeData
{ } 5"DEC AcDbContextDataManager AcadAnnotative AnnotativeData { } PV AcDbContextDataManager AcadAnnotative AnnotativeData { } ~ AcDbContextDataManager AcadAnnotative AnnotativeData
{ } ~ AcDbContextDataManager AcadAnnotative AnnotativeData { } ~ AcDbContextDataManager AcadAnnotative AnnotativeData { } ~ AcDbContextDataManager AcadAnnotative AnnotativeData { }
~ AcDbContextDataManager AcadAnnotative AnnotativeData { } ~ AcDbContextDataManager AcadAnnotative AnnotativeData { } ~ AcDbContextDataManager AcadAnnotative AnnotativeData { } ~ AcDbContextDataMana
ger AcadAnnotative AnnotativeData { } ~ AcDbContextDataManager AcadAnnotative AnnotativeData { } 5"CON AcDbContextDataManager AcadAnnotative AnnotativeData { } RAINIER AVE S AcDbContextDataManager
AcadAnnotative AnnotativeData { } HARDIE AVE S AcDbContextDataManager AcadAnnotative AnnotativeData { } 62' AcDbContextDataManager AcadAnnotative AnnotativeData { } 50' AcDbContextDataManager
AcadAnnotative AnnotativeData { } 50' AcDbContextDataManager AcadAnnotative AnnotativeData { } 50' AcDbContextDataManager AcadAnnotative AnnotativeData { } 40' AcDbContextDataManager
AcadAnnotative AnnotativeData { } 30' AcDbContextDataManager AcadAnnotative AnnotativeData { } RAINIER AVE AcDbContextDataManager AcadAnnotative AnnotativeData { } AcDbContextDataManager
AcadAnnotative AnnotativeData { } ACAD_DIMASSOC AcDbContextDataManager AcadAnnotative AnnotativeData { } AcDbContextDataManager AcadAnnotative AnnotativeData { } SW 7TH ACAD DSTYLE
{ } CB RIM=23.88
IE 12"CPEP(E)=19.88
IE 12"CPEP(N)=19.78 ACAD DSTYLE { } CB RIM=23.80 ACAD DSTYLE { } CB RIM=23.96
IE 12"CPEP(S)=20.66
IE 12"CPEP(W)=20.66 ACAD DSTYLE { } CB RIM=24.25
IE 12"CPEP(N)=20.85 ACAD DSTYLE { } CB RIM=24.03 (25) (26) (26) (26) (26) (25) (26) (27) (27) (27) (26) (25) (25) (25) (25) (25) (26) 187.42' N01°23'12"E
20.00' N88°44'59"W
15.00' N01°23'12"E 74.14' S01°23'12"W 73.12' S88°45'24"E 144.58' N01°13'55"E 153.38' N11°26'39"E 35.05' N88°33'44"W 98.48' S01°15'01"W
16.43' N88°44'59"W
15.00' N89°10'29"W 140.01' N89°10'29"W 140.01' N01°23'12"E
20.00' ACAD DSTYLE { } N88°44'59"W
18.41' ACAD DSTYLE { } SLOPE AND UTILITITES EASEMENT
PER RECORDING NO 2011107000365 ACAD DSTYLE { } 15' UTILITY EASEMENT
REC. NO. 9704011446
REVISED UNDER REC.
NO. 20140516000824 ACAD DSTYLE { } EGRESS EASEMENT
PER REC. NO. 9602201491 ACAD DSTYLE { } 20' SEWER & UTILITY EASEMENT
PER REC. NO. 6111601 ACAD DSTYLE { } FOUND NAIL IN CONCRETE MON. IN CASE
CITY OF RENTON #60 ACAD DSTYLE { } 2' DEDICATION 24.67 EXIST 24.45 EXIST 25.25 25.50 24.80 25.90 25.75 26.00 25.27 25.75 26.00 26.50 26.70 PROPOSED
BUILDING
FFE=26.70 26.68 26.54 EXIST ACAD DSTYLE { } OUTDOOR SEATING 24.45 24.35 25.50 25.50 24.77 25.27 25.44 EXIST 25.27 EXIST 25.65 25.32 25.65 ACAD DSTYLE { } 2' WIDE CONC.
VALLEY GUTTER
@ SL=0.50% ACAD DSTYLE { } 12'x4' FILTERRA WATER
QUALITY TREATMENT FACILITY
W/ INTERNAL BYPASS ACAD DSTYLE { } CB TYPE I W/
SOLID ROUND LOCKING LID
SEE CITY STD. PLAN 200.40 (TYP.)
RIM=24.52
I.E. 8"=20.70 S
I.E. 12"=20.60 E, W (25) ACAD DSTYLE { } 9 LF 8" SD
@ SL=1.67% SOLID ACAD DSTYLE { } 1500 GALLON
GREASE INTERCEPTOR ACAD DSTYLE { } SEWER MAIN EXTENSION
BY OTHERS ACAD DSTYLE { } ACAD DSTYLE { } 1" IRRIGATION SERVICE ACAD DSTYLE { } 1" DOMESTIC WATER SERVICE 26.70 RAISE LID TO 24.92 AND ACAD AR-CONC 27.47 EXIST 25 25 25 CONVERT TO LOCKING
ROUND LID I.E. 8"=20.99 E 26.70 26.70 26.50 ACAD DSTYLE { } AREA DRAIN
NDS 9" SQUARE CB
RIM=26.35
I.E. 6"=24.85 N ACAD DSTYLE { } 71 LF 8" SD
@ SL=2.00% 26.35 ACAD DSTYLE { } C.O.
I.E. 8"=22.41 ACAD DSTYLE { } C.O.
I.E. 4"=24.66 ACAD DSTYLE { } DOWNSPOUT COLLECTOR (TYP.)
102 LF 4" SD @ SL=2.00% 26 26.10 ACAD DSTYLE { } C.O.
I.E. 4"=23.92 ACAD DSTYLE { } CURB RAMP #1
SEE DETAIL 1/SHEET 6 OF 13 ACAD DSTYLE { } CURB RAMP #2
SEE DETAIL 2/SHEET 6 OF 13 ACAD DSTYLE { } CURB RAMP #3
SEE DETAIL 3/SHEET 6 OF 13 ACAD DSTYLE { } SSMH
RIM=25.40
I.E. 8"=21.76 N
I.E. 6"=21.76 W ACAD DSTYLE { } SEWER C.O.
I.E. 6"=23.20 ACAD DSTYLE { } C.O.
GREASE WASTE
CONNECTION
I.E. 6"=23.50 ACAD DSTYLE { } 1" DCVA PER
STD. PLAN 340.8
SEE ADDITIONAL
NOTE 1 ACAD DSTYLE { } 1" RPBA IN HOT
BOX OR EQUIV.
PER STD. PLAN
350.2 SEE
ADDITIONAL
NOTE 1 ACAD DSTYLE { } CONNECT TO 6" STUB BY OTHERS
I.E. 6"=22.40 ACAD DSTYLE { } 6" SS @ SL=2.00% ACAD DSTYLE { } C.O.
I.E. 6"=22.75 ACAD DSTYLE { } 6" SS
@ SL=2.00% ACAD DSTYLE { } SOLID 26.10 GRAVEL ACAD DSTYLE { } CONSTRUCTION
ENTRANCE
PER CITY STD.
PLAN 215.10 ANSI37 ACAD DSTYLE { } CB INSERT (TYP.)
PER CITY STD. PLAN 216.30 ACAD DSTYLE { } EXIST. CURB
TO BE REMOVED (TYP.) ACAD DSTYLE { } STABILIZE DISTURBED AREAS
WITH CRUSHED ROCK
SURFACING OR STRAW MULCH ANSI32 ACAD DSTYLE { } EXIST SIDEWALK
TO BE REMOVED TO
NEAREST JOINT (TYP.) ACAD DSTYLE { } SILT FENCE
PER CITY STD. PLAN 214.00
MAY BE REPLACED WITH ORANGE
BARRIER FENCE AT UPSLOPE PERIMETER
WITH CITY INSPECTOR APPROVAL ACAD DSTYLE { } EXIST. TREE
TO BE REMOVED (TYP.) ACAD DSTYLE { } EXIST. TREE
TO REMAIN (TYP.) ANSI33 ACAD DSTYLE { } PAVEMENT REMOVAL FOR TRENCH
EXCAVATION AND OVERLAY PER
CITY'S TRENCH RESTORATION
AND OVERLAY REQUIREMENTS ACAD DSTYLE { } EXIST. CURB
TO BE
REMOVED (TYP.) ANSI37 ANSI31 SOLID ANSI33 ANSI33 EXIST. ASPHALT
TO BE REMOVED ACAD DSTYLE { } SAWCUT PAVEMENT
FULL DEPTH (TYP.)
SEE CITY STD. PLAN 103 ACAD DSTYLE { } TRUCK PAVEMENT AREA
SEE DETAIL 1/SHEET 7 OF 13 ACAD DSTYLE { } TRASH ENCLOSURE ACAD DSTYLE { } EXIST. TREE (TYP.) ACAD DSTYLE { } 1500 GALLON
GREASE INTERCEPTOR
RIM=26.50
I.E. 6"=22.90 OUT N
I.E. 6"=23.10 IN S ACAD DSTYLE { } SIDE SEWER ACAD DSTYLE { } SEWER MAIN EXTENSION
BY OTHERS ACAD DSTYLE { } ACAD DSTYLE { } FLUSH CURB
AT TRASH AREA ACAD DSTYLE { } FLUSH CURB
AT DELIVERY
AREA ACAD DSTYLE { } WHEEL STOP (TYP.) ACAD DSTYLE { } NEW CURB AT
DRIVEWAY CLOSURE (TYP.) ACAD DSTYLE { } STANDARD PAVEMENT
AREA (TYP.)
SEE DETAIL 1/SHEET 7 OF 13 ACAD DSTYLE { } PROPOSED TREE (TYP.)
SEE LANDSCAPE PLAN ACAD DSTYLE { } 12'x4' FILTERRA WATER
QUALITY TREATMENT FACILITY
W/ INTERNAL BYPASS
RIM=24.85
I.E. 8"=20.85 ACAD DSTYLE { } EXIST. 12"
STORM DRAIN ACAD DSTYLE { } EXIST. 12"
STORM DRAIN ANSI33 ACAD DSTYLE { } R=12' ACAD DSTYLE { } PROPOSED
STORM
DRAIN (TYP.) ACAD DSTYLE { } MONUMENT SIGN ACAD DSTYLE { } STREET TREE (TYP.)
SEE LANDSCAPE PLAN ACAD DSTYLE { } 1" IRRIGATION SERVICE
SEE ADDITIONAL NOTE 1 ACAD DSTYLE { } 1" DOMESTIC WATER SERVICE
SEE ADDITIONAL NOTE 1 ACAD DSTYLE { } PATCH PER CITY TRENCH
RESTORATION AND
OVERLAY REQUIREMENTS ACAD DSTYLE { } PATCH PER CITY TRENCH
RESTORATION AND
OVERLAY REQUIREMENTS ACAD DSTYLE { } 8' PLANTER
STRIP. (VARIES
ELSEWHERE) ACAD DSTYLE { } 8' WIDE SIDEWALK
PER STD. PLAN 102
SEE DETAIL 5/SHEET 6 AEC_XDATA_BOUND_SPACE ONE DRIVE THRU ACAD SOLID TWO MERGE MERGE ACAD SOLID ACAD SOLID ACAD SOLID ACAD SOLID ACAD SOLID ACAD SOLID ACAD SOLID ACAD SOLID ACAD ACAD_MTEXT_DEFINED_HE
IGHT_BEGIN ACAD_MTEXT_DEFINED_HEIGHT_END DO NOT ENTER ACAD SOLID ACAD ACAD_MTEXT_DEFINED_HEIGHT_BEGIN ACAD_MTEXT_DEFINED_HEIGHT_END DO NOT ENTER ACAD SOLID ACAD SOLID ACAD SOLID ACAD
SOLID ACAD SOLID ACAD SOLID ACAD SOLID ACAD DSTYLE { } R=12' ANSI37 In Gallons %%USECTION VIEW AA Clear Access Opening 1500 11'-2" 5'-8" 7'-2" 4'-3" 3'-11" 5106-GA Uniform Plumbing
Code - Appendix H Dim "E" Dim "D" Dim "C" Dim "B" Dim "A" UV Co. Model No. Gallon Capacity Per Peak Hours Number Of Meals Water Depth Retention Waste Flow %%uDesign Criteria: x Rate
x Time Storage x Factor Capacity = 577-GA 7'-0" 3'-3" 3'-7" 7'-0" 4'-8" 600 7'-0" 4'-8" 7'-0" 4'-8" 4'-4" 800 577-GA 9'-0" 4'-2" 3'-10" 5'-0" 7'-2" 4484-GA 1000 Grout All Around Both
Sides Elbow Tee or INLET Grout Both Sides Optional Vent Pipes A Adjust To Grade Inspection Tee Typical Precast Divider %%uPLAN VIEW 8. Gray Water Only, Black Water Shall Be Carried
By 7. Contractor To Supply & Install All Piping & Sampling Tees 6. Fill w/ Clean Water Prior To Start-Up Of System 5. Loads: H-20 Truck Wheel w/ 30% Impact Per AASHTO 1. Concrete: 28
Day Compressive Strength f'c = 7000 psi 8'-7" 4000 13'-1" 8'-0" 6'-8" 6'-3" 712-GA Separate Side Sewer Loading For Underground Precast Concrete ASTM C-857 "Minimum Structural Design
4. Design: ACI-318-02 Building Code 3. Mesh: ASTM A-185 Grade 65 2. Rebar: ASTM A-615 Grade 60 Utility Structures" %%UNotes: 2500 12'-8" 6'-8" 8'-0" 5'-6 1/2" 4'-9" 612-GA 12'-8" 4'-7"
3'-9 1/2" 6'-8" 8'-0" 612-GA 2000 Slot 712-GA 13'-1" 5'-1" 4'-8" 8'-7" 8'-0" 3000 10'-5" 6000 19'-11" 9'-11" 7'-1" 5'-8" 818-GA 15'-7" 10'-0 1/2" 9'-7" 7'-4" 6'-1" 5000 814-GA 3 Places
(2 Places On 577-GA) OUTLET Both Sides Slot Locking Frame & Cover Air & Gas Tight A ACAD DSTYLE { } ACAD DSTYLE { } ACAD DSTYLE { } ACAD DSTYLE { } ACAD DSTYLE { } ACAD DSTYLE { } ACAD
DSTYLE { } ACAD DSTYLE { } ACAD DSTYLE { } ACAD DSTYLE { } ACAD DSTYLE { } ACAD DSTYLE { } ACAD DSTYLE { } ACAD DSTYLE { } ACAD DSTYLE { } 8'-0" 9'-11" 10'-5" 818-GA 7000 6'-7" 19'-11"
Contractor To Core Typical Knockout Hole In Field Drill Or Knockout %%uDETAIL 1 Pipe ACAD DSTYLE { } ACAD DSTYLE { } ACAD DSTYLE { } GREASE INTERCEPTOR SINGLE VAULT SYSTEM 600-7000
Gallon System 25.52 25.15 FL 25.69 TOC 25.18 FL 25.45 25.05 24.65 FL 25.20 TOC 24.70 FL 24.54 FL 24.96 TOC 24.46 FL 3.0' 6.0' 6.0' 4.85' 24.99 ACAD DSTYLE { } 7.5% MAX ACAD DSTYLE {
} 2' TACTILE
WARNING STRIP 3.0' 4.0' 4.0' 25.10 25.04 15.23' 15.43' 25.64 25.62 ACAD DSTYLE { } 5.0% MAX ACAD DSTYLE { } MIN. 4'x4' LANDING
MAX SLOPE 2%
MIN. SLOPE 0.5% ACAD DSTYLE { } 2' TACTILE
WARNING STRIP ACAD DSTYLE { } MIN. 4'x4' LANDING
MAX SLOPE 2%
MIN. SLOPE 0.5% HEX ACAD DSTYLE { } 7.5% MAX 5.48' 25.06 FL ACAD DSTYLE { } 2' TACTILE
WARNING STRIP 6.5' 6.22' 4.0' 4.5' 5.0' 4.88' 4.83' 25.50 25.50 25.38 25.41 2.5' 3.09' ACAD DSTYLE { } 5.0% MAX ACAD DSTYLE { } MIN. 4'x4' LANDING
MAX SLOPE 2%
MIN. SLOPE 0.5% 5.0' 5.10' 25.00 AR-CONC 4.85' 4.85' 25.48 TOC 24.98 FL ACAD DSTYLE { } 5' BSBL ANSI35 ANSI33,_O ACAD DSTYLE { } SUMP. FIELD LOCATE. ACAD DSTYLE { } 6" GRAVITY
PIPE TO
EXIST. CB ACAD DSTYLE { } 10,000 GALLON
BAKER TANK. DIRECT
RUNOFF AND
DEWATERING TO TANK. ACAD DSTYLE { } 70 GPM MAX. PUMP ACAD DSTYLE { } VALVE TO CONTROL FLOW RATE ACAD DSTYLE { } DIRECT SURFACE RUNOFF TO SUMP (TYP.) ANSI32,_O ACAD DSTYLE { } PUMP FORCE
LINE.
COVER AND PROTECT
DURING CONSTRUCTION. ACAD DSTYLE { } 102 LF 4" SD
@ SL=2.00% ACAD DSTYLE { } FOOTING DRAIN
CONNECTION
I.E. 4"=23.00 24.65 ACAD DSTYLE { } 12'x4' FILTERRA
WATER QUALITY
TREATMENT
FACILITY W/
INTERNAL BYPASS ACAD DSTYLE { } STORM PIPE AND
CATCH BASIN
COLLECTION
FACILITIES (TYP.) ACAD DSTYLE { } AcDbContextDataManager AcadAnnotative AnnotativeData { } RAINIER AVE S AcDbContextDataManager AcadAnnotative AnnotativeData { } HARDIE AVE S AcDbBlockRepETag
29262 AcDbBlockRepETag 29263 AcDbBlockRepETag 29265 AcDbBlockRepETag 29266 AcDbBlockRepETag 29267 AcDbBlockRepETag 29268 AcDbBlockRepETag 29269 AcDbBlockRepETag 2926A AcDbBlockRepETag
2926B AcDbBlockRepETag 29270 AcDbBlockRepETag 29271 AcDbBlockRepETag 29272 AcDbBlockRepETag 29273 AcDbBlockRepETag 29274 AcDbBlockRepETag 29275 AcDbBlockRepETag 29276 AcDbBlockRepETag
292A9 AcDbBlockRepETag 292AA AcDbBlockRepETag 292AB AcDbBlockRepETag 292AC AcDbBlockRepETag 292AF AcDbBlockRepETag 292BA AcDbBlockRepETag 292BB AcDbBlockRepETag 292BC AcDbBlockRepETag
292BD AcDbBlockRepETag 292C9 AcDbBlockRepETag 292CA AcDbBlockRepETag 292CB AcDbBlockRepETag 292CC AcDbBlockRepETag 292CD AcDbBlockRepETag 292CE AcDbBlockRepETag 292CF AcDbBlockRepETag
292D0 AcDbBlockRepETag 292D1 AcDbBlockRepETag 292D2 AcDbBlockRepETag 292D3 AcDbBlockRepETag 292D4 AcDbBlockRepETag 292D5 AcDbBlockRepETag 292D6 AcDbBlockRepETag 292D7 AcDbBlockRepETag
292D8 AcDbBlockRepETag 292D9 AcDbBlockRepETag 292E1 AcDbBlockRepETag 292EA ACAD AR-CONC AcDbBlockRepETag 292EE ACAD AR-CONC AcDbBlockRepETag 29315 ACAD AR-CONC AcDbBlockRepETag 29316
AcDbBlockRepETag 29317 AcDbBlockRepETag 29318 AcDbBlockRepETag 29319 AcDbBlockRepETag 2931A AcDbBlockRepETag 2931B AcDbBlockRepETag 29321 AcDbBlockRepETag 29322 AcDbBlockRepETag 29323
AcDbBlockRepETag 29324 AcDbBlockRepETag 29333 AcDbBlockRepETag 29334 AcDbBlockRepETag 29336 AcDbBlockRepETag 29337 AcDbBlockRepETag 29338 AcDbBlockRepETag 29339 AcDbBlockRepETag 2933A
AcDbBlockRepETag 2933B AcDbBlockRepETag 2933C AcDbBlockRepETag 2933D AcDbBlockRepETag 2933E AcDbBlockRepETag 2933F AcDbBlockRepETag 29340 AcDbBlockRepETag 29341 AcDbBlockRepETag 29342
AcDbBlockRepETag 29343 AcDbBlockRepETag 29344 AcDbBlockRepETag 29345 AcDbBlockRepETag 29346 AcDbBlockRepETag 29347 AcDbBlockRepETag 29348 AcDbBlockRepETag 29349 AcDbBlockRepETag 2934A
AcDbBlockRepETag 2934B AcDbBlockRepETag 2934C AcDbBlockRepETag 2934D AcDbBlockRepETag 2934E AcDbBlockRepETag 2934F AcDbBlockRepETag 29350 AcDbBlockRepETag 29351 AcDbBlockRepETag 29352
AcDbBlockRepETag 29353 AcDbBlockRepETag 29354 AcDbBlockRepETag 29355 AcDbBlockRepETag 29356 AcDbBlockRepETag 29357 AcDbBlockRepETag 29358 AcDbBlockRepETag 29359 AcDbBlockRepETag 2935A
AcDbBlockRepETag 2935B AcDbBlockRepETag 2935C AcDbBlockRepETag 2935D AcDbBlockRepETag 2935E AcDbBlockRepETag 2935F AcDbBlockRepETag 29360 AcDbBlockRepETag 29361 AcDbBlockRepETag 29362
AcDbBlockRepETag 29363 AcDbBlockRepETag 29364 AcDbBlockRepETag 29365 AcDbBlockRepETag 29366 AcDbBlockRepETag 29367 AcDbBlockRepETag 29368 AcDbBlockRepETag 29369 AcDbBlockRepETag 2936A
AcDbBlockRepETag 2936B AcDbBlockRepETag 2936C AcDbBlockRepETag 2936D AcDbBlockRepETag 2936E AcDbBlockRepETag 2936F AcDbBlockRepETag 29370 AcDbBlockRepETag 29371 AcDbBlockRepETag 29372
AcDbBlockRepETag 29373 AcDbBlockRepETag 29374 AcDbBlockRepETag 29375 AcDbBlockRepETag 29376 AcDbBlockRepETag 29377 AcDbBlockRepETag 29378 AcDbBlockRepETag 29379 AcDbBlockRepETag 2937A
AcDbBlockRepETag 2937B AcDbBlockRepETag 2937C AcDbBlockRepETag 2937D AcDbBlockRepETag 2937E AcDbBlockRepETag 2937F AcDbBlockRepETag 29380 AcDbBlockRepETag 29381 AcDbBlockRepETag 29382
AcDbBlockRepETag 29383 AcDbBlockRepETag 29384 AcDbBlockRepETag 29385 AcDbBlockRepETag 29386 AcDbBlockRepETag 29387 AcDbBlockRepETag 29388 AcDbBlockRepETag 29389 AcDbBlockRepETag 2938A
AcDbBlockRepETag 2938B AcDbBlockRepETag 2938C AcDbBlockRepETag 2938D AcDbBlockRepETag 2938E AcDbBlockRepETag 2938F AcDbBlockRepETag 29390 AcDbBlockRepETag 29391 AcDbBlockRepETag 29392
AcDbBlockRepETag 29393 AcDbBlockRepETag 29394 AcDbBlockRepETag 29395 AcDbBlockRepETag 29396 AcDbBlockRepETag 29397 AcDbBlockRepETag 29398 AcDbBlockRepETag 29399 AcDbBlockRepETag 2939A
AcDbBlockRepETag 2939B AcDbBlockRepETag 2939C AcDbBlockRepETag 2939D AcDbBlockRepETag 2939E AcDbBlockRepETag 2939F AcDbBlockRepETag 293A0 AcDbBlockRepETag 293A1 AcDbBlockRepETag 293A2
AcDbBlockRepETag 293A3 AcDbBlockRepETag 293A4 AcDbBlockRepETag 293A5 AcDbBlockRepETag 293A6 AcDbBlockRepETag 293A7 AcDbBlockRepETag 293A8 AcDbBlockRepETag 293A9 AcDbBlockRepETag 29439
AcDbBlockRepETag 2943A AcDbBlockRepETag 2943B AcDbBlockRepETag 2943C AcDbBlockRepETag 2943D AcDbBlockRepETag 2943E AcDbBlockRepETag 2943F AcDbBlockRepETag 29440 AcDbBlockRepETag 29441
AcDbBlockRepETag 29442 AcDbBlockRepETag 29443 AcDbBlockRepETag 29444 AcDbBlockRepETag 29445 AcDbBlockRepETag 29446 AcDbBlockRepETag 29447 AcDbBlockRepETag 29448 AcDbBlockRepETag 29449
AcDbBlockRepETag 2944A AcDbBlockRepETag 2944B AcDbBlockRepETag 2944C AcDbBlockRepETag 2944D AcDbBlockRepETag 2944E AcDbBlockRepETag 2944F AcDbBlockRepETag 29450 AcDbBlockRepETag 29451
AcDbBlockRepETag 29452 AcDbBlockRepETag 29453 AcDbBlockRepETag 29454 AcDbBlockRepETag 29456 AcDbBlockRepETag 29457 AcDbBlockRepETag 29459 AcDbBlockRepETag 2945B AcDbBlockRepETag 2945C
AcDbBlockRepETag 2945F AcDbBlockRepETag 29460 AcDbBlockRepETag 29461 AcDbBlockRepETag 29464 AcDbBlockRepETag 29465 AcDbBlockRepETag 29466 AcDbBlockRepETag 29467 AcDbBlockRepETag 29468
AcDbBlockRepETag 29469 AcDbBlockRepETag 2946A AcDbBlockRepETag 2946B AcDbBlockRepETag 2946C AcDbBlockRepETag 2946D AcDbBlockRepETag 2946E AcDbBlockRepETag 2946F AcDbBlockRepETag 29470
AcDbBlockRepETag 29471 AcDbBlockRepETag 29472 AcDbBlockRepETag 29473 AcDbBlockRepETag 29474 AcDbBlockRepETag 29475 AcDbBlockRepETag 29476 AcDbBlockRepETag 29477 AcDbBlockRepETag 29478
AcDbBlockRepETag 29479 AcDbBlockRepETag 2947A AcDbBlockRepETag 2947B AcDbBlockRepETag 2947C AcDbBlockRepETag 2947D AcDbBlockRepETag 2947E AcDbBlockRepETag 2947F AcDbBlockRepETag 29480
AcDbBlockRepETag 29481 AcDbBlockRepETag 29482 AcDbBlockRepETag 29483 AcDbBlockRepETag 29484 AcDbBlockRepETag 29485 AcDbBlockRepETag 29486 AcDbBlockRepETag 29487 AcDbBlockRepETag 29488
AcDbBlockRepETag 29489 AcDbBlockRepETag 2948A AcDbBlockRepETag 2948B AcDbBlockRepETag 2948C AcDbBlockRepETag 2948D AcDbBlockRepETag 2948E AcDbBlockRepETag 2948F AcDbBlockRepETag 29490
AcDbBlockRepETag 29491 AcDbBlockRepETag 29492 AcDbBlockRepETag 29493 AcDbBlockRepETag 29494 AcDbBlockRepETag 29495 AcDbBlockRepETag 29496 ACAD ASC_BOUNDS { } ACAD ASC_BOUNDS { } ACAD
ASC_BOUNDS { } ACAD ASC_BOUNDS { } ACAD ASC_BOUNDS { } ACAD ASC_BOUNDS { } ACAD ASC_BOUNDS { } ACAD ASC_BOUNDS { } ACAD ASC_BOUNDS { } ANSI35 ANSI35 AcDbBlockRepETag 0 ACAD DSTYLE {
} R=1.75' ACAD DSTYLE { } R=1.75' ACAD DSTYLE { } R=1.5' ACAD DSTYLE { } R=2.5' ACAD DSTYLE { } R=1.5' ACAD DSTYLE { } R=3' ACAD DSTYLE { } R=1' ACAD DSTYLE { } R=2' ACAD DSTYLE { }
R=3' ACAD DSTYLE { } R=3' ACAD DSTYLE { } R=3' ACAD DSTYLE { } PROTECTION FENCING AROUND THE
DRIP LINE OF SAVED TREES.
WORK INSIDE DRIPLINES UNDER
ARBORIST SUPERVISION.
SEE DETAIL 1/SHEET 10 (TYP.) ACAD DSTYLE { } MONITORING WELL
TO BE PROTECTED ACAD DSTYLE { } EXIST. UNDER GROUND POWER
TO BE DECOMMISSIONED SOLID ACAD DSTYLE { } SEE DETAIL 5/SHEET 6
FOR SIDEWALK SECTION ACAD DSTYLE { } CURB RAMP #4
SEE DETAIL 6/SHEET 6 ACAD DSTYLE { } SILT SOCK
FILTREXX OR EQUIV. ANSI32 24.63 FL HEX,_O HEX,_O 5.12' AR-CONC AR-CONC 26.00 FL 26.25 TOC 26.00 FL 26.00 FL ACAD DSTYLE { } 2' TACTILE
WARNING STRIP 4.0' 26.25 TOC 26.00 FL 4.0' 4.0' 4.0' 3.32' 3.32' AcDbBlockRepETag 0 HEX,_O 26.24 26.20 26.30 26.25 ACAD DSTYLE { } MIN. 4'x4' LANDING
MAX SLOPE 2%
MIN. SLOPE 0.5% 4.0' 4.0' 4.0' ACAD DSTYLE { } 7.50% MAX AcDbBlockRepETag 2BEB6 25.65 1.95% 1.53% 1.05% 0.50% 2.5% 3.04% 2.33% ACAD DSTYLE { } CURB RAMP #4
SEE DETAIL 6/SHEET 6 25.00 25.07 1.36% 2.43% 0.51% 2.77% ACAD DSTYLE { } SEE DETAIL 5/SHEET 6
FOR SIDEWALK SECTION 24.93 FL 25.49 TOC 24.99 FL 3.0' 25.30 TOC 24.80 FL 24.83 FL 6.0' 6.5' 4.85' 5.0' 3.0' ACAD DSTYLE { } 7.5% MAX 5.61' 4.71' 4.82' 25.45 25.37 25.38 25.31 1.69'
4.85' ACAD DSTYLE { } 2.0% MAX ACAD DSTYLE { } 2.0% MAX ACAD DSTYLE { } 2.0% MAX ACAD DSTYLE { } JOINT-USE AND JOINT-MAINTENANCE OF
OFFSITE STORM SYSTEM PER
AGREEMENT WITH WALMART-RENTON. N88°45'24"W 225.44' N01°15'01"E 40.39' S88°44'59"E 9.69' N01°14'17"E 16.36' S00°56'07"W 138.53' N89°10'29"W 39.97' N00°55'15"E 86.41' S88°58'31"E
566.35' S01°14'37"W 806.28' N89°10'29"W 99.14' N01°13'40"E 136.30' N88°45'24"W 306.13' S01°23'12"W 260.01' 18" SD 18" SD 18" SD 18" SD 12" SD 12" SD 12" SD 12" SD AcDbContextDataManager
AcadAnnotative AnnotativeData { } RAINIER AVE S AcDbContextDataManager AcadAnnotative AnnotativeData { } RAINIER AVE SOLID AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag
0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag
0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag
0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag
0 AcDbBlockRepETag 0 ACAD SOLID AcDbBlockRepETag 0 AcDbBlockRepETag 0 SOLID AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag
0 SOLID AcDbBlockRepETag 0 AcDbBlockRepETag 0 ACAD SOLID AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag
0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag
0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag
0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag
0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag
0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag
0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag
0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag
0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag
0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag
0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag
0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag
0 AcDbContextDataManager AcadAnnotative AnnotativeData { } ~ ACAD DSTYLE { } SDMH RIM=25.86 ACAD DSTYLE { } DRAINAGE
SWALE ACAD DSTYLE { } DRAINAGE PIPE (TYP.) TRACT 1
PARCEL #1923059048 TRACT 2
PARCEL
#1923059104 AcDbContextDataManager AcadAnnotative AnnotativeData { } SW 7TH ST 12" SD ANSI31 AR-CONC ACAD DSTYLE { } PERMEABLE
CONC. (TYP.)
SEE DETAIL
1/SHEET 2 SOLID ANSI31 ANSI31 ACAD DSTYLE { } PERMEABLE AC
SEE DETAIL 2/
SHEET 2 (TYP.) AR-CONC ANSI36 AR-CONC STORM WATER DRAINAGE EASEMENT TO BE A 15-FOOT STRIP OF LAND CENTERED OVER DRAINAGE PIPES, TOGETHER WITH A 20-FOOT STRIP OF LAND CENTERED OVER THE
DRAINAGE SWALE, DEPICTED HEREON. ACAD DSTYLE { } PERMEABLE AC
SEE DETAIL 2/
THIS SHEET (TYP.) ACAD DSTYLE { } PERMEABLE
CONC. (TYP.)
SEE DETAIL
1/THIS SHEET AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 26.10 25.60 26.15 25.65 26.00 25.50
26.06 25.56 26.15 25.65 25.63 25.63 25.44 25.44 25.92 25.42 25.73 25.23 25.93 25.43 26.11 25.61 26.11 25.61 26.36 25.86 26.24 25.74 26.56 26.06 26.27 26.27 FLOW LINE 26.33 25.83 26.68
26.65 26.48 26.62 26.17 26.10 26.60 26.62 26.26 25.76 25.96 25.46 25.95 25.45 26.04 25.54 25.97 25.47 25.58 25.08 25.59 25.09 25.72 25.22 25.78 25.28 25.89 25.39 25.97 25.47 25.30 24.80
25.27 24.77 25.90 25.40 25.90 25.40 26.15 25.65 26.06 25.56 26.15 25.65 25.95 25.45 25.78 25.28 24.61 26.00 25.50 26.00 25.50 26.00 25.50 26.00 25.50 25.57 25.07 25.75 25.25 25.49 24.99
25.20 24.70 25.50 25.00 25.30 24.80 24.51 24.85* 24.38 24.35 24.85* 24.41 24.85* 24.50 24.85* 24.52 26.15 25.65 26.08 25.58 25.97 25.47 25.85 25.35 25.81 25.31 25.71 25.21 25.62 25.12
25.73 25.23 24.85* 24.58 24.85* 24.57 26.28 25.78 26.27 25.77 26.50 26.00 26.00 26.20 26.25 26.30 26.24 26.50 26.00 26.00 26.28 25.78 26.60 26.10 26.31 25.81 26.40 25.90 25.50 25.00
AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag
0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 ANSI36 ACAD DSTYLE { } CONC. CURB AND GUTTER ACAD DSTYLE { } CONC. TRAFFIC CURB
PER COR STD. PLAN 101 (TYP.) ACAD DSTYLE { } TOP OF CURB GRADE (TYP.) ACAD DSTYLE { } GRADE OF PAVEMENT
AT CURB FACE (TYP.) 25.82 25.32 FLOW LINE ACAD DSTYLE { } CONC. VALLEY GUTTER 24.85* 24.52 24.85* 24.56 24.85* 24.65 ACAD DSTYLE { } *OR MATCH TOP OF
FILTER VAULT (TYP.) FLOW LINE ACAD DSTYLE { } TRANSITION VALLEY GUTTER INTO INLET 25.71 25.22 EXIST. EXIST. ACAD DSTYLE { } CONC. CURB AND GUTTER TO MATCH EXIST.
MAY BE SUBSTITUTED W/ VERTICAL CURB
IF ENTIRE ISLAND CURB IS REPLACED. (TYP.) 26.25 26.00 26.25 26.00 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 ACAD DSTYLE { } CONC. CURB AND GUTTER
MATCH EXIST. 26.10 26.17 AcDbBlockRepETag 0 26.70 26.48 26.65 ANSI36 ANSI36 ACAD DSTYLE { } TRANSITION TO FULL DEPTH
CURB OVER 8' TO NORTH 26.36 AR-CONC 26.62 26.60 26.10 26.10 25.20 25.00 24.60 24.70 SOLID SOLID 25.98 25.48 25.89 25.39 25.78 25.28 25.66 25.16 AcDbBlockRepETag 0 AcDbBlockRepETag 0
AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag
0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag
0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag
0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 ACAD SOLID AcDbBlockRepETag 0 AcDbBlockRepETag 0 SOLID AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag
0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 SOLID AcDbBlockRepETag 0 AcDbBlockRepETag 0 ACAD SOLID AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag
0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag
0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag
0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag
0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag
0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag
0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag
0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag
0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag
0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag
0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag
0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag
0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag
0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag
0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 ACAD DSTYLE { } PAVEMENT
GRADE (TYP.) AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 ACAD DSTYLE { } FLUSH CURB 26.60 26.10 AR-CONC AR-CONC ACAD DSTYLE { } STREET LIGHT POLE PV ACAD
DSTYLE { } POWER
VAULT AcDbBlockRepETag 29439 AcDbBlockRepETag 0 AcDbBlockRepETag 0 AcDbBlockRepETag 0 SOLID SOLID SOLID SOLID AR-CONC SOLID ANSI35 SDSK_POINT SDSK_PMN SONC-1501 ADCADD_ZZ L120 ' m _
{T}{P}{R}{L}{M} LEROY ACAD MVIEW { { GRADING NW-BLDG-BKGD NW-CHZ } } %%USURFACE WATER STANDARD PLAN NOTES 1. THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTILITY.
2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF RENTON PLAN REVIEW SECTION AND THE APPLICANT.
3. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL CODE (RMC), THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION
PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND
THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THIS PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY.
4. APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL.
ETC.)THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS, WHICH ARE ON FILE IN WITH THE CITY. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN
APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION.
5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
6. GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED TO THE HOURS OF 7 A.M. TO 7 P.M. MONDAY THROUGH SATURDAY AND NO WORK ON SUNDAY IS ALLOWED, UNLESS OTHERWISE APPROVED WITH A WRITTEN
DECISION BY THE CITY OF RENTON.
7. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF-SITE WORK. EASEMENTS REQUIRE CITY REVIEW AND APPROVAL
PRIOR TO CONSTRUCTION.
8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS OF CHAPTER
4 OF THE SURFACE WATER DESIGN MANUAL ARE SUBMITTED TO THE CITY OF RENTON.
9. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS.
10. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES MUST BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL.
11. ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY, STANDARD PROCTOR.
12. OPEN CUTTING OF EXISTING ROADWAYS FOR NON-FRANCHISED UTILITY OR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON AND NOTED ON THESE APPROVED
PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY OF RENTON TRENCH RESTORATION STANDARDS
13. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED
AND THE POTENTIAL FOR ON-SITE EROSION HAS PASSED.
14. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT,
SURFACE WATER UTILITY SECTION.
15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION.
THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE
SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C", WITH THE EXCEPTION OF PVC PIPE.
16. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE.
17. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE
SOLID LOCKING LIDS.
18. BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES.
19. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL.
20. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF RENTON RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH.
ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS:
4 - 8 INCH ROCK / 40 - 70% PASSING;
2 - 4 INCH ROCK / 30 - 40% PASSING; AND
LESS THAN 2 INCH ROCK / 10 - 20% PASSING.
21. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. AN ACCURATELY
DIMENSIONED, CERTIFIED AS-BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON COMPLETION.
22. DRAINAGE OUTLETS (STUB-OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY THE CITY. STUB-OUTS SHALL CONFORM TO THE FOLLOWING:
A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE
OR SUBSURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE-FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SYSTEM
OR TO AN APPROVED OUTFALL LOCATION.
B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE-FOOT-HIGH, 2" X 4" STAKE MARKED "STORM" OR "DRAIN". THE STUB-OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND BE SECURED TO THE
STAKE.
C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL AND, IF NON-METALLIC, THE PIPE SHALL BE PLACED IN A TRENCH WITH
A TRACING WIRE ABOVE OR OTHER ACCEPTABLE DETECTION.
D. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS.
E. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUBOUT CONVEYANCE LINES WITH RESPECT TO OTHER UTILITIES (E.G. POWER, GAS, TELEPHONE, TELEVISION).
F. ALL INDIVIDUAL STUB-OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME OWNER.
G. STORM DRAINAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDING FOUNDATIONS, EXCEPT FOR SUMP PUMP DISCHARGE LINES USED TO DRAIN CRAWL SPACES, PROVIDED THE SUMP PUMP SYSTEM INCLUDES BACKFLOW
PREVENTION OR A CHECK VALVE.
23. ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE MUST DEMONSTRATE ONE OF THE FOLLOWING: THE EXISTING DUFF LAYER SHALL BE STAGED AND REDISTRIBUTED
TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL, OR; AMENDED SOIL SHALL BE ADDED TO MAINTAIN THE MOISTURE CAPACITY.
24. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO CONSTRUCTION PERMIT ISSUANCE.
25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM SURFACE
WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION.
26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND
SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE
A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY.
27. PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE SURFACE WATER DESIGN MANUAL AND AQUIFER PROTECTION REGULATIONS (RMC 4-3-050).
%%UEROSION CONTROL NOTES 1. THESE NOTES SHALL APPEAR FOR ALL PROJECTS - SITE IMPROVEMENTS, SURFACE WATER UTILITY, WASTEWATER UTILITY, WATER UTILITY, AND TRANSPORTATION PLANS:
2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER.
3. THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO CONSTRUCTION
IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE
PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION.
4. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL
WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT.
5. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE
WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION
IS COMPLETE AND POTENTIAL FOR ON-SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY
OF THE PERMITEE.
6. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND
UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL
ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES
AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM.
7. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR
RETENTION FACILITIES.
8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST TROUGH MARCH 30TH) OR SEVEN DAYS DURING THE DRY
SEASON (APRIL 1ST TOUGH SEPTEMBER 30) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.).
9. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES CLEARING BETWEEN OCTOBER 1 AND MARCH 30 INCLUSIVE, UNLESS OTHERWISE APPROVED BY THE CITY
THROUGH AN ADJUSTMENT PROCESS.
10. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL.
11. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS.
12. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT.
13. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING
OPERATION SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO THE DOWNSTREAM SYSTEM.
14. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH MARCH 30TH, ALL PROJECT DISTRIBUTED SOIL AREAS GREATER, THAT ARE TO BE LEFT UN-WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH,
SODDING OR PLASTIC COVERING.
15. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY.
IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE
THE FINAL GRADE OF THE PERMANENT FACILITY
16. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS
SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY OF RENTON
FOR REVIEW. ACAD MVIEW { { GRADING GRADING-TXT HORZCON MISC NW-BLDG NW-BLDG-BKGD NW-BLDG-OH NW-BLDG-TXT NW-CHZ NW-CONT NW-CONT-TXT NW-CURB-B NW-PKG NW-RET-WALL NW-SSEW NW-SSEW-BKGD
NW-SSEW-TXT NW-STD-BKGD NW-STD-CB NW-STD-P NW-STD-TXT NW-SURF NW-SURF-HT NW-SURF-TXT NW-TREE NW-WTR NW-WTR-BKGD NW-WTR-SYM NW-WTR-TXT SETBACK SOLID NW-POWER _RAMP-TXT _EXHIBIT-TXT _SD-EXHIBIT-TXT
} } PROJECT_NAME RENTON SONIC C:\________\________\________\________ NBE1\NBE\PROJECTS\2015\SONC-1501\dwg\SONC-1501asb.dwg APPROVED NB CHECKED NB DRAWN TKB DESIGNED NB SURVEYED PACE
OF_ 16 SHT 5 DWG PAGE BOOK DWG_DATE 02/19/19 DWG_TITLE_BOT DWG_TITLE_TOP DRAWING_CODE WATER & SEWER PLAN PROJECT_TITLE_BOT PROJECT_TITLE_TOP RENTON SONIC FILECODE TED-40-3929
A-NNNNNNN S-3929001 W-3929001 SHEET_NUMBER LUA: LUA:16-000229 U: U-16006829 PROJECT_NAME RENTON SONIC SCALE 1"=20' PROJECT_NAME RENTON SONIC C:\________\________\________\________
NBE1\NBE\PROJECTS\2015\SONC-1501\dwg\SONC-1501asb.dwg APPROVED NB CHECKED NB DRAWN TKB DESIGNED NB SURVEYED PACE OF_ 16 SHT 4 DWG PAGE BOOK DWG_DATE 02/19/19 DWG_TITLE_BOT DWG_TITLE_TOP
DRAWING_CODE GRADING & DRAINAGE PLAN PROJECT_TITLE_BOT PROJECT_TITLE_TOP RENTON SONIC FILECODE TED-40-3929 A-NNNNNNN R-3929007 SHEET_NUMBER LUA: LUA:16-000229 U: U-16006829 PROJECT_NAME
RENTON SONIC SCALE 1"=20' PROJECT_NAME RENTON SONIC C:\________\________\________\________ NBE1\NBE\PROJECTS\2015\SONC-1501\dwg\SONC-1501asb.dwg APPROVED NB CHECKED NB DRAWN TKB DESIGNED
NB SURVEYED PACE OF_ 16 SHT 3 DWG PAGE BOOK DWG_DATE 02/19/19 DWG_TITLE_BOT DWG_TITLE_TOP DRAWING_CODE T.E.S.C. PLAN PROJECT_TITLE_BOT PROJECT_TITLE_TOP RENTON SONIC FILECODE
TED-40-3929 A-NNNNNNN R-3929006 SHEET_NUMBER LUA: LUA:16-000229 U: U-16006829 PROJECT_NAME RENTON SONIC SCALE 1"=20' ACAD MVIEW { { DEMO DEMO-HT DEMO-TXT GRADING HORZCON MISC NW-BLDG-BKGD
NW-CHZ NW-SSEW NW-SSEW-TXT NW-STD-BKGD NW-SURF-TXT NW-WTR NW-WTR-SYM NW-WTR-TXT TESC TESC-FNC TESC-HT TESC-SWL TESC-TXT _RAMP-TXT _EXHIBIT-TXT _SD-EXHIBIT-TXT } } ACAD MVIEW { { DEMO
DEMO-HT DEMO-TXT GRADING GRADING-TXT HORZCON MISC NW-BLDG-BKGD NW-CHZ NW-CONT NW-CONT-TXT NW-SSEW-BKGD NW-STD-CB NW-STD-P NW-STD-TXT NW-SURF-TXT NW-WTR-BKGD TESC TESC-FNC TESC-HT TESC-SWL
TESC-TXT _RAMP-TXT _EXHIBIT-TXT _SD-EXHIBIT-TXT } } 1 CONSTRUCTION PERMIT SUBMITTAL TKB 12/28/16 NB 1 CONSTRUCTION PERMIT SUBMITTAL TKB 12/28/16 NB 1 CONSTRUCTION PERMIT SUBMITTAL TKB
12/28/16 NB PROJECT_NAME RENTON SONIC C:\________\________\________\________ NBE1\NBE\PROJECTS\2015\SONC-1501\dwg\SONC-1501asb.dwg APPROVED NB CHECKED NB DRAWN DETAILS DESIGNED NB SURVEYED
PACE OF_ 16 SHT 6 DWG PAGE BOOK DWG_DATE 02/19/19 DWG_TITLE_BOT DWG_TITLE_TOP DRAWING_CODE NOTES & DETAILS PROJECT_TITLE_BOT PROJECT_TITLE_TOP RENTON SONIC FILECODE TED-40-3929
A-NNNNNNN T-3929001 R-3929008 SHEET_NUMBER LUA: LUA:16-000229 U: U-16006829 PROJECT_NAME RENTON SONIC SCALE 1"=20' ACAD MVIEW { { DEMO DEMO-HT DEMO-TXT EX-CONT EX-EASEMENT EX-POWER
EX-TREE EX-TREE-LN EX-TREE-TXT EX-WTR GRADING GRADING-TXT HORZCON MISC NW-BLDG-BKGD NW-CHZ NW-CONT NW-CONT-TXT NW-STD-CB NW-STD-P NW-STD-TXT NW-SURF-HT NW-SURF-TXT SOLID TESC TESC-FNC
TESC-HT TESC-SWL TESC-TXT _EXHIBIT-TXT _SD-EXHIBIT-TXT } } ACAD MVIEW { { BNDRY-TXT DEMO DEMO-HT DEMO-TXT EX-CONT EX-EASEMENT EX-POWER EX-STD EX-TREE EX-TREE-LN EX-TREE-TXT EX-WTR GRADING
GRADING-TXT HORZCON MISC NW-BLDG-BKGD NW-CHZ NW-CONT NW-CONT-TXT NW-STD-CB NW-STD-P NW-STD-TXT NW-SURF-HT NW-SURF-TXT SOLID TESC TESC-FNC TESC-HT TESC-SWL TESC-TXT _EXHIBIT-TXT _SD-EXHIBIT-TXT
} } ACAD MVIEW { { BNDRY-TXT DEMO DEMO-HT DEMO-TXT EX-CONT EX-EASEMENT EX-POWER EX-STD EX-TREE EX-TREE-LN EX-TREE-TXT EX-WTR GRADING GRADING-TXT HORZCON MISC NW-BLDG-BKGD NW-CHZ NW-CONT
NW-CONT-TXT NW-STD-CB NW-STD-P NW-STD-TXT NW-SURF-HT NW-SURF-TXT SOLID TESC TESC-FNC TESC-HT TESC-SWL TESC-TXT _EXHIBIT-TXT _SD-EXHIBIT-TXT } } 1 SCALE: 1"=2' CURB RAMP #1 2 SCALE:
1"=2' CURB RAMP #2 3 SCALE: 1"=2' CURB RAMP #3 %%USANITARY SEWER NOTES AND SPECIFICATIONS 1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS
OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON
IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION.
2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT. AN
APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY.
3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE.
4. A PRE-CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS
PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR
24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION.
5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS.
8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS-BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED
PROFESSIONAL SURVEYOR.
10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT
OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE
THE SAME AS DESCRIBED.
11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY
12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED
BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS.
13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON-SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION.
14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS
DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. THIS
SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT
THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE.
15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY.
16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA,
COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. %%UWATER UTILITY NOTES AND SPECIFICATIONS 1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF
THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN
THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION.
2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AT (425) 430-7301.
THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY.
3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE.
FOR UTILITY LOCATES CALL 48-HOUR LOCATORS 800-424-5555.
4. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE-CONSTRUCTION MEETING.
5. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED
BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS.
6. ALL WATERMAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM
TO AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH-ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE POLYETHYLENE WRAPPED PER ANSI/AWWA
C105/A21.5-93 STANDARDS.
7. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH ANSI/AWWA C110/A21.10-87. CEMENT LINING SHALL BE IN ACCORDANCE
WITH ANSI/AWWA C104/421/4-90. IF FITTINGS ARE 3 TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL IN ACCORDANCE WITH EITHER ANSI/AWWA C110-A21.10-87 OR ANSI/AWWA
C153/A21.53-94. THREE (3) INCH TO 12 INCH DIAMETER FITTINGS, WHICH HAVE MECHANICAL JOINTS AND/OR FLANGED JOINTS, SHALL BE IN ACCORDANCE WITH ANSI/AWWA C110/A21.10.87 OR A COMBINATION
OF ANSI/AWWA C110/A21.10.87 AND ANSI/AWWA C153/A21.53-94 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL JOINT(S) MAY BE WITH ANSI/AWWA C153/A21.53-94 AND THAT PORTION OF THE
FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH AWWA C110/A21.10-87. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53.53 OF ANSI/AWWA SECTION 10-4.3 OF ANSI/AWWA C110/A21.10-87
SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER.
8. GATE VALVES SHALL BE IRON BODY, BRONZED-MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND O-RING STUFFING BOX (AWWA C500) OR OF RESILIENT SEATED TYPE (AWWA C509). UTILITY SPECIFICATIONS
VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380 OR M & H.
9. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE (OPENING AGAINST PRESSURE) CONFORMING TO AWWA C-502-85 WITH A 6 INCH MECHANICAL JOINT INLET AND A
MAIN VALVE OPENING (M.V.O.) OF 5-1/4 INCH, TWO 2-1/2 INCH HOSE NOZZLES WITH NATIONAL STANDARD THREADS 7-1/2 THREADS PER INCH AND ONE 4 INCH PUMPER NOZZLE WITH THE NEW SEATTLE PATTERN
6 THREADS PER INCH, 60 DEGREES V. THREADS: OUTSIDE DIAMETER OF MALE THREAD 4.875 AND ROOT DIAMETER 4.6263. HYDRANTS SHALL HAVE A 1-1/4 INCH PENTAGON OPERATING NUT OPENED BY TURNING
COUNTER CLOCKWISE (LEFT).
10. THE TWO 2-1/2 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAPS WITH OPERATING NUT OF THE SAME DESIGN AND PROPORTIONS AS THE HYDRANT STEM NUT. CAPS SHALL BE FITTED WITH
SUITABLE NEOPRENE GASKETS FOR POSITIVE WATER TIGHTNESS UNDER TEST PRESSURES.
11. THE 4 INCH PUMPER NOZZLE SHALL BE FITTED WITH A STORZ ADAPTER, 4 INCH SEATTLE THREAD X 5 INCH STORZ. STORZ ADAPTER SHALL BE FORGED AND/OR EXTRUDED 6061-T6 ALUMINUM ALLOY, HARDCOAT
ANODIZED. THREADED END PORTION SHALL HAVE NO LUGS AND TWO SET SCREWS 180 DEGREES APART. STORZ FACE TO BE METAL, NO GASKET TO WEATHER. STORZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET,
AND SHALL BE ATTACHED TO HYDRANT ADAPTER WITH 1/8 INCH, COATED, STAINLESS STEEL, AIRCRAFT CABLE.
12. FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER 43- 655 SAFETY YELLOW OR APPROVED EQUAL.
13. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY.
14. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS, LATEST REVISION.
15. ALL WATERMAINS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATERMAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH
GRADE. WHERE UTILITY CONFLICTS OCCUR, WATERMAINS ARE TO BE LOWERED TO CLEAR.
16. ALL WATERMAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE CLEANING "PIGS" PRIOR TO DISINFECTION. THE "POLY PIGS" SHALL BE GIRARD INDUSTRIES AQUA SWAB-AS OR APPROVED
EQUAL, 2 LB/CU. FT. DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF "PIG" ONLY.
17. "PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION.
18. ALL WATERMAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE
WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT
EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED IN CITY OF RENTON UTILITY SPECIFICATIONS STANDARD PLANS & SPECIFICATIONS 7-11.3(11). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI DURING
THE 2 HOUR TEST PERIOD.
19. ALL WATERMAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE/WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE
PIPE AS LAID. CHLORINE SHALL BE METERED/INJECTED IN ACCORDANCE WITH SECTION 7-11.3(12)E OR 7-11.3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED ABOVE.
20. A PRE-CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE (5) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING.
21. TWENTY-FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION.
22. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION.
23. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE
BEEN MADE TO THE CITY OF RENTON.
24. ALL CONNECTION TO EXISTING MAINS IS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS, WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE PUBLIC
WORKS DEPARTMENT. ALL NECESSARY EXCAVATION AND MATERIALS ARE TO BE SUPPLIED BY THE CONTRACTOR AND BE ON-SITE PRIOR TO CITY NOTIFICATIONS.
25. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVICES TWENTY FOUR (24) HOURS IN ADVANCE
OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP AS-BUILT DRAWINGS.
26. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW-OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN.
27. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OHIO, OR EQUAL, APPROVED IN WRITING BY THE PUBLIC
WORKS DEPARTMENT.
28. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES. OIL MAT STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS,
AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT.
29. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN 10 DAYS. CALL FOR
SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. *
30. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE. SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80
PVC PIPE UNDER IMPROVED AREAS. %%UADDITIONAL NOTES 1. SIZE OF WATER SUPPLY FACILITIES TO BE VERIFIED BY PLUMBING DESIGNER AND LANDSCAPE IRRIGATION DESIGNER PRIOR TO SERVICE APPLICATION.
2. IF THE FINAL WATER METER SIZING DIFFERS FROM WHAT IS SHOWN ON THE PLANS, A REVISED SET OF PLANS SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. ADDITIONAL FEES FOR WATER AND SEWER WILL
BE APPLIED BASED ON THE FINAL WATER METER SIZES IF THEY DIFFER FROM WHAT IS SHOWN ON THE PLANS. PROJECT_NAME RENTON SONIC C:\________\________\________\________ NBE1\NBE\PROJECTS\2015\SONC-1501\dwg\
SONC-1501asb.dwg APPROVED NB CHECKED NB DRAWN TKB DESIGNED NB SURVEYED PACE OF_ 16 SHT 7 DWG PAGE BOOK DWG_DATE 02/19/19 DWG_TITLE_BOT DWG_TITLE_TOP DRAWING_CODE DETAILS PROJECT_TITLE_BOT
PROJECT_TITLE_TOP RENTON SONIC FILECODE TED-40-3929 A-NNNNNNN R-3929009 SHEET_NUMBER LUA: LUA:16-000229 U: U-16006829 PROJECT_NAME RENTON SONIC SCALE 1"=20' PROJECT_NAME RENTON SONIC
C:\________\________\________\________ NBE1\NBE\PROJECTS\2015\SONC-1501\dwg\SONC-1501asb.dwg APPROVED NB CHECKED NB DRAWN TKB DESIGNED NB SURVEYED PACE OF_ 16 SHT 8 DWG PAGE BOOK
DWG_DATE 02/19/19 DWG_TITLE_BOT DWG_TITLE_TOP DRAWING_CODE DETAILS PROJECT_TITLE_BOT PROJECT_TITLE_TOP RENTON SONIC FILECODE TED-40-3929 A-NNNNNNN R-3929010 SHEET_NUMBER LUA: LUA:16-000229
U: U-16006829 PROJECT_NAME RENTON SONIC SCALE 1"=20' PROJECT_NAME RENTON SONIC C:\________\________\________\________ NBE1\NBE\PROJECTS\2015\SONC-1501\dwg\SONC-1501asb.dwg APPROVED
NB CHECKED NB DRAWN TKB DESIGNED NB SURVEYED PACE OF_ 16 SHT 9 DWG PAGE BOOK DWG_DATE 02/19/19 DWG_TITLE_BOT DWG_TITLE_TOP DRAWING_CODE DETAILS PROJECT_TITLE_BOT PROJECT_TITLE_TOP
RENTON SONIC FILECODE TED-40-3929 A-NNNNNNN S-3929002 W-3929002 R-3929011 SHEET_NUMBER LUA: LUA:16-000229 U: U-16006829 PROJECT_NAME RENTON SONIC SCALE 1"=20' PROJECT_NAME RENTON
SONIC C:\________\________\________\________ NBE1\NBE\PROJECTS\2015\SONC-1501\dwg\SONC-1501asb.dwg APPROVED NB CHECKED NB DRAWN TKB DESIGNED NB SURVEYED PACE OF_ 16 SHT 10 DWG PAGE
BOOK DWG_DATE 02/19/19 DWG_TITLE_BOT DWG_TITLE_TOP DRAWING_CODE DETAILS PROJECT_TITLE_BOT PROJECT_TITLE_TOP RENTON SONIC FILECODE TED-40-3929 A-NNNNNNN W-3929003 S-3929003
R-3929012 SHEET_NUMBER LUA: LUA:16-000229 U: U-16006829 PROJECT_NAME RENTON SONIC SCALE 1"=20' SOLID SCALE: NTS PAVEMENT SECTION OFF-SITE SIDEWALK SECTION SCALE: NTS 2% ACAD DSTYLE
{ } STANDARD: 3" HMA CL 1/2" PG 64-22
TRUCK AREAS: 31/2" HMA CL 1/2" PG 64-22 ACAD DSTYLE { } STANDARD: 4" CSBC (WSDOT 9-03.9(3))
TRUCK AREAS: 5" CSBC (WSDOT 9-03.9(3)) EARTH AR-CONC ANSI32 ACAD DSTYLE { } SLOPE AND THICKNESS TO MATCH
ADJACENT PAVEMENT ACAD DSTYLE { } LANDSCAPE ISLAND ACAD DSTYLE { } CEMENT CONC. VERTICAL CURB
AND GUTTER SIMILAR TO
COR STD. PLAN 101 ACAD DSTYLE { } 12" MIN. COMPACTED SUBGRADE 95% OF MDD
PER ASTM D1557 (MODIFIED PROCTOR).
SEE SOILS REPORT FOR SUBGRADE PREPARATION. 5 1 EARTH GRAVEL ACAD DSTYLE { } STANDARD: 5" GRAVEL BORROW (WSDOT 9-03.14(1))
TRUCK AREAS: 6" GRAVEL BORROW (WSDOT 9-03.14(1)) ACAD DSTYLE { } TENSAR BX 1100 GEOTEXTILE
PER MANUFACTURERS INSTRUCTIONS. PROJECT_NAME RENTON SONIC C:\________\________\________\________ NBE1\NBE\PROJECTS\2015\SONC-1501\dwg\SONC-1501asb.dwg APPROVED NB CHECKED NB DRAWN TKB
DESIGNED NB SURVEYED PACE OF_ 16 SHT 1 DWG PAGE BOOK DWG_DATE 02/19/19 DWG_TITLE_BOT DWG_TITLE_TOP DRAWING_CODE COVER SHEET PROJECT_TITLE_BOT PROJECT_TITLE_TOP RENTON SONIC FILECODE
TED-40-3929 A-NNNNNNN R-3929001 SHEET_NUMBER LUA: LUA:16-000229 U: U-16006829 PROJECT_NAME RENTON SONIC SCALE 1"=20' PORTION OF: NE1/4, NE1/4, SECTION 19, T. 23N., R. 05E., W.M.
HBB LANDSCAPE ARCHITECTURE
215 WESTLAKE AVENUE NORTH
SEATTLE, WA 98109-5217
(206) 682 3051 PACE
11255 KIRKLAND WAY, SUITE 300
KIRKLAND, WA 98033
(425) 827-2014 PB ARCHITECTS
617 8TH AVE S
SEATTLE, WA 98104
(206) 443-9790 ACAD MTEXTBEGIN MTEXTEND RENTON, WASHINGTON ACAD MTEXTBEGIN MTEXTEND RENTON SONIC %%ULANDSCAPE ARCHITECT %%uSURVEYOR %%uARCHITECT (AGENT) OLYMPIC CASCADE DRIVE INS LLC
120 W DAYTON STREET, SUITE D5
EDMONDS, WA 98370
(425) 582-9673 %%uOWNER/APPLICANT %%uCIVIL ENGINEER NICK BOSSOFF ENGINEERING, INC.
8716 142ND AVE NE
REDMOND, WA 98052-1914
(425) 881-5904 SITE NTS %%UVICINITY MAP %%USHEET INDEX 1 OF 16 COVER SHEET
TOPOGRAPHIC SURVEY
A1.01 ARCHITECTURAL SITE PLAN
A6.03 GREEN WALL DETAILS
2 OF 16 CIVIL SITE & HORIZONTAL CONTROL PLAN
3 OF 16 T.E.S.C. PLAN
4 OF 16 GRADING & DRAINAGE PLAN
5 OF 13 SEWER & WATER PLAN
6-10 OF 16 DETAILS
11 OF 16 TREE INVENTORY PLAN
12 OF 16 LANDSCAPE PLAN
13 OF 16 PLANTING DETAILS
14 OF 16 FIXTURE SCHEDULE / CONTROLS DIAGRAM
15 OF 16 POWER RISER DIAGRAM / PANEL SCHEDULES
16 OF 16 ELECTRICAL SITE PLAN %%UDATUM HORIZONTAL DATUM:
NAD 83/91 AS ESTABLISHED FROM CITY OF RENTON CONTROL POINTS NO. 754 AND NO. 60
VERTICAL DATUM:
NAVD 88 AS ESTABLISHED FROM CITY OF RENTON CONTROL POINT NO. 754 THAT PORTION OF LOT 3 OF CITY OF RENTON LOT LINE ADJUSTMENT LUA 15-000237
AS RECORDED UNDER REC. NO.20151006900005, LYING IN THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., MORE PARTICULARLY DESCRIBED AS
FOLLOWS:
COMMENCING AT THE SOUTHEAST CORNER OF LOT 1 OF SAID LOT LINE ADJUSTMENT ADJOINING HARDIE AVENUE SW;
THENCE NORTH 01º23'12" EAST, ALONG THE WEST MARGIN OF HARDIE AVENUE SOUTHWEST A DISTANCE OF 38.56 FEET TO THE TRUE POINT OF BEGINNING;
THENCE CONTINUING NORTH 1°23'12" EAST ALONG THE WEST MARGIN OF HARDIE AVENUE SOUTHWEST A DISTANCE OF 207.42 FEET;
THENCE NORTH 88°45'24" WEST A DISTANCE OF 144.58 FEET TO THE WEST LINE OF SAID LOT 3; THENCE SOUTH 1°14'36" WEST A DISTANCE OF 18.31 FEET;
THENCE SOUTH 1°13'55" WEST A DISTANCE OF 153.38 FEET;
THENCE SOUTH 11°26'39" WEST A DISTANCE OF 35.05 FEET;
TO A POINT OF CURVATURE OF A CURVE TO THE LEFT WHOSE RADIUS IS 14.56 FEET, THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 102°51'32" AN ARC LENGTH OF 26.14 FEET; THENCE SOUTH 88°33'44"
EAST A DISTANCE OF 98.48 FEET;
THENCE SOUTH 88°44'59" EAST A DISTANCE OF 3.58 FEET;
THENCE NORTH 1°15'01" EAST A DISTANCE OF 16.43 FEET;
THENCE SOUTH 88°44'59" EAST A DISTANCE OF 33.41 FEET TO THE TRUE POINT OF BEGINNING;
EXCEPT THE SOUTH 20.00 FEET OF THE EAST 15.00 FEET ADJOINING HARDIE AVENUE SW. SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON.
CONTAINING 31,602 SQUARE FEET, OR 0.73 ACRES, MORE OR LESS. %%ULEGAL DESCRIPTION STORM DRAIN PIPE WATER LINE PROPERTY LINE 2' CONTOUR SOLID ANSI35 478 EASEMENT EXISTING CONTOUR TRUCK
AC PAVEMENT WATER METER STANDARD AC PAVEMENT CLEANOUT CATCH BASIN, TYPE II CATCH BASIN, TYPE I CB INSERT %%UPROPOSED FEATURES SEWER LINE NET SEWER MANHOLE ZIPPER GEO ASSOCIATES, LLC
19023 36TH AVENUE W., SUITE D
LYNNWOOD, WA 98036
(425) 582-9928 %%uGEOTECHNICAL ENGINEER HARDIE AVE S EDWARD S ST RAINIE R AVE S S GRADY WAY LA KE AVE S SW 7TH ST SW 12TH ST SOLID SILT FENCE (478) ACAD MVIEW { { DEMO DEMO-HT DEMO-TXT
GRADING GRADING-TXT MISC NW-BLDG-BKGD NW-CONT NW-CONT-TXT NW-SSEW NW-SSEW-TXT NW-STD-P NW-STD-TXT NW-WTR NW-WTR-SYM NW-WTR-TXT TESC TESC-FNC TESC-HT TESC-SWL TESC-TXT _RAMP-TXT _EXHIBIT-TXT
_SD-EXHIBIT-TXT } } PROJECT_NAME RENTON SONIC C:\________\________\________\________ NBE1\NBE\PROJECTS\2015\SONC-1501\dwg\SONC-1501asb.dwg APPROVED NB CHECKED NB DRAWN TKB DESIGNED
NB SURVEYED PACE OF_ 16 SHT 2 DWG PAGE BOOK DWG_DATE 02/19/19 DWG_TITLE_BOT DWG_TITLE_TOP HORIZONTAL CONROL PLAN DRAWING_CODE CIVIL SITE & PROJECT_TITLE_BOT PROJECT_TITLE_TOP RENTON
SONIC FILECODE TED-40-3929 A-NNNNNNN R-3929005 SHEET_NUMBER LUA: LUA:16-000229 U: U-16006829 PROJECT_NAME RENTON SONIC SCALE 1"=20' 1 CONSTRUCTION PERMIT SUBMITTAL TKB 12/28/16 NB
%%UNOTE ALL ELECTRICAL, PHONE AND CABLE SERVICES AND LINES SERVING THE PROPOSED DEVELOPMENT MUST BE UNDER GROUND. THE CONSTRUCTION OF THESE FRANCHISE UTILITIES MUST BE INSPECTED AND
APPROVED BY A CITY OF RENTON INSPECTOR. SEE ALSO SOILS REPORT BY ZIPPER GEO ASSOCIATES, LLC JANUARY 25, 2016 ACAD MVIEW { { GRADING HORZCON MISC NW-BLDG-BKGD _RAMP-TXT _EXHIBIT-TXT
_SD-EXHIBIT-TXT } } PORTION OF: NE1/4, NE1/4, SECTION 19, T. 23N., R. 05E., W.M. PORTION OF: NE1/4, NE1/4, SECTION 19, T. 23N., R. 05E., W.M. PORTION OF: NE1/4, NE1/4, SECTION
19, T. 23N., R. 05E., W.M. PORTION OF: NE1/4, NE1/4, SECTION 19, T. 23N., R. 05E., W.M. PORTION OF: NE1/4, NE1/4, SECTION 19, T. 23N., R. 05E., W.M. PORTION OF: NE1/4, NE1/4,
SECTION 19, T. 23N., R. 05E., W.M. PORTION OF: NE1/4, NE1/4, SECTION 19, T. 23N., R. 05E., W.M. PORTION OF: NE1/4, NE1/4, SECTION 19, T. 23N., R. 05E., W.M. STORAGE AND HANDLING
OF LIQUIDS
1. MINIMIZE AMOUNT OF LIQUIDS STORED ON SITE.
2. STORE AND CONTAIN LIQUID MATERIALS IN SUCH A MANNER THAT IF THE TANK IS RUPTURED OR LEAKS, THE CONTENTS WILL NOT DISCHARGE, FLOW, OR BE WASHED INTO THE STORM DRAINAGE SYSTEM, SURFACE
WATERS, OR GROUNDWATER. TYPICALLY THIS MEANS INSTALLING SECONDARY CONTAINMENT, SUCH AS A LINED EXCAVATION, LARGER CONTAINER, OR USING A DOUBLE-WALLED TANK OR SIMILAR COMMERCIALLY AVAILABLE
CONTAINMENT FACILITY.
3. PLACE TIGHT-FITTING LIDS ON ALL CONTAINERS.
4. ENCLOSE OR COVER THE CONTAINERS WHERE THEY ARE STORED TO PROTECT FROM RAIN. THE LOCAL FIRE DISTRICT MUST BE CONSULTED FOR LIMITATIONS ON CLEARANCE OF ROOF COVERS OVER CONTAINERS USED
TO STORE FLAMMABLE MATERIALS.
5. RAISE THE CONTAINERS OFF THE GROUND BY USING A SPILL CONTAINMENT PALLET OR SIMILAR METHOD THAT HAS PROVISIONS FOR SPILL CONTROL.
6. PLACE DRIP PANS OR ABSORBENT MATERIALS BENEATH ALL MOUNTED CONTAINER TAPS, AND AT ALL POTENTIAL DRIP AND SPILL LOCATIONS DURING FILLING AND UNLOADING OF CONTAINERS. ANY COLLECTED
LIQUIDS OR SOILED ABSORBENT MATERIALS MUST BE REUSED, RECYCLED, OR PROPERLY DISPOSED OF.
7. STORE AND MAINTAIN ABSORBENT PADS OR APPROPRIATE SPILL CLEANUP MATERIALS NEAR THE CONTAINER STORAGE AREA, IN A LOCATION KNOWN TO ALL. ENSURE THAT EMPLOYEES ARE FAMILIAR WITH THE SITE'S
SPILL PLAN AND/OR PROPER SPILL CLEANUP PROCEDURES.
8. CHECK CONTAINERS (AND ANY CONTAINMENT SUMPS) DAILY FOR LEAKS AND SPILLS. REPLACE CONTAINERS THAT ARE LEAKING, CORRODED, OR OTHERWISE DETERIORATING. IF THE LIQUID CHEMICALS ARE CORROSIVE,
CONTAINERS MADE OF COMPATIBLE MATERIALS MUST BE USED INSTEAD OF METAL DRUMS. NEW OR SECONDARY CONTAINERS MUST BE LABELED WITH THE PRODUCT NAME AND HAZARDS.
9. PLACE DRIP PANS OR ABSORBENT MATERIALS BENEATH A CONTAINER THAT IS FOUND TO BE LEAKING. REMOVE THE DAMAGED CONTAINER AS SOON AS POSSIBLE. MOP UP THE SPILLED LIQUID WITH ABSORBENT
PADS OR RAGS. ANY COLLECTED LIQUIDS OR SOILED ABSORBENT MATERIALS MUST BE REUSED, RECYCLED, OR PROPERLY DISPOSED OF.
STORAGE AND STOCKPILING OF CONSTRUCTION MATERIALS AND WASTES
1. COVER AND CONTAIN THE STOCKPILES OF RAW MATERIALS TO PREVENT STORMWATER FROM WASHING MATERIAL TO SURFACE WATERS OR A STORM DRAINAGE SYSTEM. THE COVERS MUST BE IN PLACE AT ALL TIMES
WHEN THE STOCKPILE IS NOT IN ACTIVE USE. DO NOT HOSE DOWN THE CONTAINED STOCKPILE AREA TO THE STORM DRAINAGE SYSTEM.
2. INSPECT AND MAINTAIN COVER PRACTICES DAILY.
FUELING
1. LOCATE THE FUELING OPERATION TO ENSURE LEAKS OR SPILLS WILL NOT DISCHARGE, FLOW, OR BE WASHED INTO THE STORM DRAINAGE SYSTEM, SURFACE WATER, OR GROUNDWATER.
2. USE DRIP PANS OR ABSORBENT PADS TO CAPTURE DRIPS OR SPILLS DURING FUELING OPERATIONS.
3. IF FUELING IS DONE DURING EVENING HOURS, LIGHTING MUST BE PROVIDED.
4. STORE AND MAINTAIN APPROPRIATE SPILL CLEANUP MATERIALS IN THE MOBILE FUELING VEHICLE. ENSURE THAT EMPLOYEES ARE FAMILIAR WITH PROPER SPILL CONTROL AND CLEANUP PROCEDURES.
5. IMMEDIATELY MOP UP ANY SPILLED FUEL WITH ABSORBENT PADS OR RAGS. ANY COLLECTED LIQUIDS OR SOILED ABSORBENT MATERIALS MUST BE REUSED, RECYCLED, OR PROPERLY DISPOSED OF.
MAINTENANCE, REPAIRS, AND STORAGE OF VEHICLES AND EQUIPMENT
1. LOCATE THE REPAIR WORKS TO ENSURE LEAKS OR SPILLS WILL NOT DISCHARGE, FLOW, OR BE WASHED INTO THE STORM DRAINAGE SYSTEM, SURFACE WATER, OR GROUNDWATER.
2. INSPECT VEHICLES AND EQUIPMENT FOR LEAKS. USE DRIP PANS OR ABSORBENT MATERIAL TO CAPTURE LEAKING FLUIDS. CLEAN UP ANY SPILLED FLUIDS IMMEDIATELY.
3. KEEP WASTE OIL, ANTIFREEZE, AND OTHER FLUIDS PROPERLY COVERED AND CONTAINED.
4. STORE BATTERIES UPRIGHT IN A SECURE, CONTAINED, COVERED PLACE. DON'T STORE BATTERIES OUTSIDE ON THE GROUND. CHECK TO ENSURE BATTERIES ARE NOT DAMAGED OR LEAKING. KEEP BATTERY ACID
NEUTRALIZING MATERIALS, SUCH AS BAKING SODA, AVAILABLE NEAR THE STORAGE AREA.
5. IF TEMPORARY WORK IS BEING CONDUCTED OUTSIDE, USE A TARP, GROUND CLOTH, OR DRIP PANS BENEATH THE VEHICLE OR EQUIPMENT TO CAPTURE ALL SPILLS AND DRIPS. THE COLLECTED MATERIAL MUST
BE DISPOSED OF, REUSED, OR RECYCLED PROPERLY.
6. ENSURE EMPLOYEES ARE TRAINED IN THE PROPER HANDLING, STORAGE, AND DISPOSAL OF VEHICLE AND EQUIPMENT FLUIDS.
7. VEHICLE WASHING WILL NOT BE ALLOWED ONSITE AND A SIGN FORBIDDING THIS WILL BE POSTED.
8. STORE AND MAINTAIN ABSORBENT PADS OR APPROPRIATE SPILL CLEANUP MATERIALS NEAR THE CONTAINER STORAGE AREA, IN A LOCATION KNOWN TO ALL. ENSURE THAT EMPLOYEES ARE FAMILIAR WITH THE SITE'S
SPILL PLAN AND/OR PROPER SPILL CLEANUP PROCEDURES.
9. IMMEDIATELY MOP UP ANY SPILLED FLUIDS WITH ABSORBENT PADS OR RAGS. ANY COLLECTED LIQUIDS OR SOILED ABSORBENT MATERIALS MUST BE REUSED, RECYCLED, OR PROPERLY DISPOSED OF.
CONCRETE SAW CUTTING, SLURRY, AND WASHWATER DISPOSAL
1. SLURRY FROM SAW CUTTING THE SIDEWALK SHALL BE VACUUMED SO THAT IT DOES NOT ENTER NEARBY STORM DRAINS.
2. CONCRETE TRUCK CHUTES, PUMPS, AND INTERNALS SHALL BE WASHED OUT ONLY INTO FORMED AREAS AWAITING INSTALLATION OF CONCRETE.
3. UNUSED CONCRETE REMAINING IN THE TRUCK AND PUMP SHALL BE RETURNED TO THE ORIGINATING BATCH PLANT FOR RECYCLING.
4. HAND TOOLS INCLUDING, BUT NOT LIMITED, SCREEDS, SHOVELS, RAKES, FLOATS, AND TROWELS SHALL BE WASHED OFF ONLY INTO FORMED INTO FORMED AREAS AWAITING INSTALLATION OF CONCRETE OR IMPERMEABLE
ASPHALT.
5. EQUIPMENT THAT CANNOT BE EASILY MOVED, SUCH AS CONCRETE PAVERS, SHALL ONLY BE WASHED IN AREAS THAT DO NOT DIRECTLY DRAIN TO NATURAL OR CONSTRUCTED STORMWATER CONVEYANCES.
6. WASHDOWN FROM AREAS SUCH AS CONCRETE AGGREGATE DRIVEWAY SHALL NOT DRAIN DIRECTLY TO NATURAL OR CONSTRUCTED STORMWATER CONVEYANCES.
7. WHEN NO FORMED AREAS ARE AVAILABLE, WASHWATER AND LEFTOVER PRODUCT SHALL BE CONTAINED IN A LINED CONTAINER. CONTAINED CONCRETE SHALL BE DISPOSED OF IN A MANNER THAT DOES NOT VIOLATE
GROUNDWATER OR SURFACE WATER QUALITY STANDARDS.
8. CONTAINERS SHALL BE CHECKED FOR HOLES IN THE LINER DAILY DURING CONCRETE POURS AND REPLACED THE SAME DAY. %%UPOLLUTION PREVENTION AND SPILL CONTROL %%UADDITIONAL NOTES 1. THIS SITE
HAS POOR SOILS AND A HIGH SEASONAL GROUNDWATER LEVEL. REFER TO GEOTECHNICAL ENGINEERING REPORT BY ZIPPER GEO ASSOCIATES, JANUARY 25, 2016, FOR RECOMMENDATIONS FOR SITE PREPARATION,
DEWATERING, EROSION CONTROL, SUBGRADE PREPARATION, SOIL STABILIZATION, UTILITY INSTALLATION, ETC.
2. DIRECT ALL RUNOFF AND DEWATERING TO THE BAKER TANK. LOCATE COLLECTION SUMP, OR SUMPS, AT LOW POINT AND PUMP INTO BAKER TANK. MINIMUM DEAD STORAGE VOLUME IN BAKER TANK TO BE 10,000
GALLONS. LIMIT THE INFLOW RATE TO THE BAKER TANK AT 70 GPM USING INLINE VALVE.
3. COVER SOIL AND STOCKPILES WITH ANCHORED PLASTIC SHEETING.
4. SEE SHEET 10 FOR POLLUTION PREVENTION AND SPILL CONTROL NOTES. %%UADDITIONAL NOTE 1. THIS SITE HAS POOR SOILS AND A HIGH SEASONAL GROUNDWATER LEVEL. REFER TO GEOTECHNICAL ENGINEERING
REPORT BY ZIPPER GEO ASSOCIATES, JANUARY 25, 2016, FOR RECOMMENDATIONS FOR SITE PREPARATION, DEWATERING, EROSION CONTROL, SUBGRADE PREPARATION, SOIL STABILIZATION, UTILITY INSTALLATION,
ETC. 1 CONSTRUCTION PERMIT SUBMITTAL TKB 12/28/16 NB CONSTRUCTION PERMIT SUBMITTAL TKB 12/28/16 NB 1 CONSTRUCTION PERMIT SUBMITTAL TKB 12/28/16 NB 1 CONSTRUCTION PERMIT SUBMITTAL TKB
12/28/16 NB 1 CONSTRUCTION PERMIT SUBMITTAL TKB 12/28/16 NB 1 CONSTRUCTION PERMIT SUBMITTAL TKB 12/28/16 NB TAX PARCEL/PLAT NUMBER 1923059104
LOT 3 RENTON LLA #LUA 15-000237
PROJECT ADDRESS(ES) 749 RAINIER AVE S
SITE AREA (LEASE AREA) (SQUARE FEET AND ACRES) 31,815 SF / 0.73 ACRES
DISTURBED AREA (SQUARE FEET AND ACRES) 31,815 SF / 0.73 ACRES
GROSS IMPERVIOUS AREA (SQUARE FEET AND ACRES) 22,013 SF / 0.51 ACRES
NET NEW IMPERVIOUS AREA (SQUARE FEET AND ACRES) 3,874 SF / 0.09 ACRES
IMPERVIOUS COVERAGE BASED ON GROSS IMPERVIOUS AREA 69%
BUILDING COVERAGE 8.7%
BUILDING SIZE (SQUARE FEET) 2,737 SF
PARKING COUNT (VEHICLE AND BICYCLE) 24 VEHICLE/ 0 BICYCLE
CRITICAL AREAS ON THE SITE OR WITHIN 200 FT. NONE
NET DENSITY N/A
ZONING CA
MAXIMUM ALLOWED IMPERVIOUS SURFACE 100%
MAXIMUM ALLOWED BUILDING COVERAGE 65%
SETBACKS 5' @ N PL, 0' ELSEWHERE %%uSITE DATA PUMP FORCE LINE EXIST. WATER LINE PROPERTY LINE EXIST. EASEMENT EXISTING CONTOUR CB INSERT %%UFEATURE LEGEND EXIST. SEWER LINE NET SILT
FENCE (478) EXIST. STORM LINE ROW DEDICATION PROPOSED EASEMENT EXIST. FEATURE TO BE REMOVED EXIST. UNDERGROUND POWER EXIST. TREE DRIP LINE %%URECOMMENDED CONSTRUCTION SEQUENCE 1. PRE-CONSTRUCTION
MEETING.
2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN).
3. FLAG OR FENCE CLEARING LIMITS.
4. INSTALL CATCH BASIN PROTECTION IF REQUIRED.
5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S).
6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.).
7. CONSTRUCT SEDIMENT PONDS AND TRAPS.
8. GRADE AND STABILIZE CONSTRUCTION ROADS.
9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT.
10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S RECOMMENDATIONS.
11. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY'S EROSION AND SEDIMENT
CONTROL STANDARDS.
12. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR
EQUIVALENT.
13. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS.
14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS.
15. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE SOLID ON-SITE SIDEWALK SECTION SCALE: NTS 2% SHALLOW 'V' GROOVE IF
MONOLITHIC, 3/8"x4" JOINT IF
SEPARATE CONSTRUCTION FLAT AR-CONC 6" (TYP.)
0" WHERE SHOWN
AS FLUSH 4 ACAD DSTYLE { } 4"
6" OF TRAFFICKED P L AR-CONC 6 SCALE: NTS CURB RAMP #4 ACAD DSTYLE { } QUERCUS RUBRA/RED OAK
PER LANDSCAPE PLAN ACAD DSTYLE { } CONC. SIDEWALK
PER COR STD. PLAN 102 ACAD DSTYLE { } EXIST. POWER
CONDUITS ACAD DSTYLE { } EXIST. CURB
AND GUTTER
TO REMAIN AR-CONC ACAD DSTYLE { } AR-CONC ANSI37 TREE PROTECTION DURING CONSTRUCTION 1. 6-FT. HIGH TEMPORARY CHAIN LINK FENCE SHALL BE PLACED AT THE DRIPLINE OF THE TREE TO BE SAVED.
FENCE SHALL COMPLETELY ENCIRCLE THE TREE(S). INSTALL FENCE POSTS USING PIER BLOCKS ONLY. AVOID DRIVING POSTS OR STAKES INTO MAJOR ROOTS.
2. FOR ROOTS OVER 1-IN DIA. THAT ARE DAMAGED DURING CONSTRUCTION, MAKE A CLEAN, STRAIGHT CUT TO REMOVE THE DAMAGED PORTION. ALL EXPOSED ROOTS SHALL BE TEMPORARILY COVERED WITH DAMP
BURLAP TO PREVENT DRYING, AND SHALL BE COVERED WITH SOIL AS SOON AS POSSIBLE.
3. WORK WITHIN PROTECTION FENCE SHALL BE DONE MANUALLY. NO STOCKPILING OF MATERIALS, VEHICULAR TRAFFIC, OR STORAGE OF EQUIPMENT OR MACHINERY SHALL BE ALLOWED WITHIN THE LIMIT OF THE
FENCING. ACAD DSTYLE { } H 0.985 1 SCALE: NTS TREE PROTECTION TREE PROTECTION FENCE ACAD MVIEW { { BNDRY-TXT DEMO DEMO-HT DEMO-TXT EX-CONT EX-EASEMENT EX-POWER EX-STD EX-TREE EX-TREE-LN
EX-TREE-TXT EX-WTR GRADING GRADING-TXT HORZCON MISC NW-BLDG-BKGD NW-CHZ NW-CONT NW-CONT-TXT NW-STD-CB NW-STD-P NW-STD-TXT NW-SURF-HT NW-SURF-TXT SOLID TESC TESC-FNC TESC-HT TESC-SWL
TESC-TXT _EXHIBIT-TXT _SD-EXHIBIT-TXT } } PORTION OF: NE1/4, NE1/4, SECTION 19, T. 23N., R. 05E., W.M. SILT SOCK PERMEABLE PAVEMENT SCALE: NTS 2 ACAD DSTYLE { } MIRAFI 160N OR EQUIV.
ACAD DSTYLE { } 2" CHOKER COURSE ACAD DSTYLE { } 6" THICK PERMEABLE ASPHALT
PER INDUSTRY SPEC
MIN. PERC RATE OF 10" PER HOUR INSTALL APPROVED NON-WOVEN FILTER FABRIC TO BOTTOM AND SIDES OF EXCAVATION ACCORDING TO MANUFACTURER'S SPECIFICATIONS. FILTER FABRIC SHOULD BE WRAPPED
UP SIDES TO TOP OF BASE AGGREGATE. OVERLAP ADJACENT STRIPS OF FABRIC AT LEAST 16 INCHES.
SEE ALSO CITY STD. PLAN 261.10 %%uNOTES ACAD DSTYLE { } 5" THICK PERMEABLE CONC. PER INDUSTRY SPEC.
MIN. PERC RATE 10" PER HOUR. SCALE: NTS 1 PERMEABLE SIDEWALK GRAVEL ACAD DSTYLE { } 6" FREE DRAINING BASE W/ LESS
THAN 5% MATERIAL PASSING
#200 SIEVE BASED ON FRACTION
PASSING #4 SIEVE EARTH AR-CONC ANSI31 PERMEABLE AC PAVEMENT AR-CONC STANDARD CONCRETE SIDEWALK ANSI36 PERMEABLE CONCRETE SIDEWALK SOLID SOLID 2 CITY REVISIONS TKB 06/21/17 NB 2 CITY
REVISIONS TKB 06/21/17 NB 2 CITY REVISIONS TKB 06/21/17 NB 2 CITY REVISIONS TKB 06/21/17 NB 2 CITY REVISIONS TKB 06/21/17 NB 2 CITY REVISIONS TKB 06/21/17 NB 2 CITY REVISIONS TKB 06/21/17
NB 2 CITY REVISIONS TKB 06/21/17 NB 2 CITY REVISIONS TKB 06/21/17 NB 2 CITY REVISIONS TKB 06/21/17 NB 1 SOLID GRAVEL ANSI36 ACAD DSTYLE { } 6" FREE DRAINING BASE W/ LESS
THAN 5% MATERIAL PASSING
#200 SIEVE BASED ON FRACTION
PASSING #4 SIEVE SEE ALSO CITY STD. PLAN 261.10 DATE 02/19/19 DATE 02/19/19 DATE 02/19/19 DATE 02/19/19 DATE 02/19/19 DATE 02/19/19 DATE 02/19/19 DATE 02/19/19 DATE 02/19/19 DATE 02/19/19
SOLID allegro Phone: (425) 881-5904 Stevenson, WA 98648-4201 191 NE Tari Lane Nick Bossoff Engineering, Inc. SOLID SOLID DATUM RENTON CITY OF Planning/Building/Public Works Dept.
PROJECT NAME PROJECT_NAME Project Name (for Vertical File) HORIZONTAL: NAD 1983/1991 VERTICAL: NAVD 1988 SURVEYED: FILENAME: APPR DATE BY REVISION NO. APPROVED: CHECKED: DRAWN: DESIGNED:
SCALE: SHEET: OF: PAGE: DRAWING NO: FIELDBOOK: DATE: C:\________\________\________\________ Drafter info: Electronic Drawing Name APPROVED Approved by CHECKED Checked by DRAWN
Drawn by DESIGNED Designed by SURVEYED Surveyed by OF_ Total Number of Sheets SHT Title Blk Sheet Number DWG The drawing number PAGE Fieldbook page number BOOK Fieldbook number
DWG_DATE Drawing date DWG_TITLE_BOT 5th of 5 Title Lines DWG_TITLE_TOP 4th Line of 5 Title Lines DRAWING_CODE 3rd Line of 5Title Lines PROJECT_TITLE_BOT 2nd Line of 5 Title Lines
PROJECT_TITLE_TOP 1st Line of 5 Title Lines FILECODE Primary-Secondary-Teriary Number: AAANNNNNNN A-NNNNNNN File Code Alias for Microfiche Recording: A-NNNNNNN SHEET_NUMBER SHEET
NUMBER LUA: LUA: U: U: PROJECT_NAME Project Name (for Vertical File) ACAD ACAD_MTEXT_COLUMN_INFO_BEGIN ACAD_MTEXT_COLUMN_INFO_END APPROVED FOR CONSTRUCTION ACAD ACAD_MTEXT_COLUMN_INFO_BE
GIN ACAD_MTEXT_COLUMN_INFO_END SUBJECT TO ERRORS AND OMISSIONS ACAD ACAD_MTEXT_COLUMN_INFO_BEGIN ACAD_MTEXT_COLUMN_INFO_END DATE: ACAD ACAD_MTEXT_COLUMN_INFO_BEGIN ACAD_MTEXT_COLUMN_INFO_
END DATE: ACAD ACAD_MTEXT_COLUMN_INFO_BEGIN ACAD_MTEXT_COLUMN_INFO_END DATE: ACAD ACAD_MTEXT_COLUMN_INFO_BEGIN ACAD_MTEXT_COLUMN_INFO_END DATE: ACAD ACAD_MTEXT_COLUMN_INFO_BEGIN ACAD_MTEXT_COLUMN_INF
O_END BY: ACAD ACAD_MTEXT_COLUMN_INFO_BEGIN ACAD_MTEXT_COLUMN_INFO_END BY: ACAD ACAD_MTEXT_COLUMN_INFO_BEGIN ACAD_MTEXT_COLUMN_INFO_END BY: ACAD ACAD_MTEXT_COLUMN_INFO_BEGIN ACAD_MTEXT_COLUMN_INFO_EN
D BY: SCALE Drawing Scale 1"=20' IF NOT ONE INCH ONE INCH AT FULL SCALE SCALE ACCORDINGLY C I T Y O F N O T N E R BEFORE YOU DIG CALL 48 HOURS 1-800-424-5555 SOLID SOLID SOLID SOLID
SOLID P R O E E R A L E N G I N F E S S I O N N O T G S T A T A T W F O E N I H S E R E D R E G I S N I K O L A I B O S S O F F EXPIRES 7/2/19 29631 EGRESS EASEMENT
PER REC.
NO. 9602201491 AcDbBlockRepETag 5008 AcDbBlockRepETag 5009 AcDbBlockRepETag 500A AcDbBlockRepETag 500B AcDbBlockRepETag 500C AcDbBlockRepETag 500D AcDbBlockRepETag 500E ALLEGRO { SCALE
1 } { SHEET-SZ (17 . 11) } { DEF-SCALEMENU $scale2 } { DEF-SCALE 10 } { DEF-SHEETSZ 2 } { INIT-FILE C:\ALLEGRO5.5/ALLEGB.INI } { HEIGHT 11 } { WIDTH 17 } { TOP 0.65 } { BOTTOM 0.65
} { RIGHT 1.65 } { LEFT 0.65 } SOLID AcDbBlockRepETag 225B5 AcDbBlockRepETag 225B6 SOLID 4" 8' 6" 12" SOLID SOLID 30' 20' 15.5' SOLID SOLID 12'
TYP. 8.5' 20' 9' 8.66' 16' 24' 16' 8.5' 20' 10' 4' TYP. 2' 20.12' 6.68' 20' 10.59' 60.64' 10' 9.49' 4' 9'
TYP. 20.22' 1.88' 2.2' 9' 5' 11' 8' 3.5' Dim "A" Dim "B" 6" 1'-0" 2" Dim "D" Dim "C" 1'-0" 2'-6" 1'-0" Dim "E"
Water Depth 1/3 Length 2/3 Length 2'-10" 1" Draft 1'-0" 1" Draft SOLID AcDbBlockRepETag 29108 AcDbBlockRepETag 2910A AcDbBlockRepETag 2910B PER PLAN 6" 6" 6" 12" 2' ROW
DEDICATION PLANTER STRIP
VARIES (PER PLAN) VARIES
PER PLAN 21.8' 17' 21.8' 9'
(TYP.) 9.45' 6.92' 21.58' 12' 12' 8.5'
(TYP.) 16' 11' 5' 9' 1' (TYP.) 20' DRIPLINE 6' MIN. DATE LICENSE # 29631 NAME CONSTRUCTION RECORD DRAWING NIKOLAI BOSSOFF DATE DATE DATE I HEREBY DECLARE THAT TO THE BEST OF MY KNOWLEDGE
THE INFORMATION PRESENTED ON THESE PLANS REPRESENTS THE AS-CONSTRUCTED CONDITIONS AS OF FEBRUARY 19, 2019. THE INFORMATION SHOWN ON THESE RECORD DRAWINGS WAS COMPILED FROM CONTRACTOR
NOTES AND REDLINES.