HomeMy WebLinkAboutAB_08-3TESCDT12102 - Standard.zip
AB_08-3TESCDT12102.dwg glb ACAD_LAYERFILTERS ACAD_LAYERSTATES ACLYDICTIONARY ACAD <All ADSK_XREC_LAYER_RECONCILED 0 Defpoints DAYSTAMP AcAecLayerStandard GT-REV AcAecLayerStandard GT-MISC
SH-TBLK-ATTR-TXT 0_XR AcAecLayerStandard RAK {ACET-LAYISO CONTINUOUS F ACET-LAYISO} PT-NOTE AcAecLayerStandard PP22x34-12102|GT-REV AcAecLayerStandard PP22x34-12102|GT-INFO AcAecLayerStandard
PP22x34-12102|GT-MISC PP22x34-12102|GL-LOGO AcAecLayerStandard PP22x34-12102|GH-LOGO PP22x34-12102|SH-TBLK-TITL-TXT PP22x34-12102|SH-TBLK-GRPH-SYM PP22x34-12102|SH-TBLK-ATTR-TXT PP22x34-12102|SH-TBL
K-TITL-LIN PP22x34-12102|PS-SEAL AcAecLayerStandard PP22x34-12102|PL-DIG-1 AcAecLayerStandard PP22x34-12102|GH-FRAME AcAecLayerStandard PP22x34-12102|0_XR AcAecLayerStandard PP22x34-12102|PT-DIG
AcAecLayerStandard PP22x34-12102|PL-DIG-2 AcAecLayerStandard PP22x34-12102|PS-DIG AcAecLayerStandard RAK {ACET-LAYISO CONTINUOUS F ACET-LAYISO} PP22x34-12102|COVER-TXT PL-SIGBLK PT-NOTE_BODY
AcAecLayerStandard RAK {ACET-LAYISO Continuous F ACET-LAYISO} PL-DET AcAecLayerStandard RAK {ACET-LAYISO Continuous F ACET-LAYISO} PH-DET AcAecLayerStandard RAK {ACET-LAYISO Continuous
F ACET-LAYISO} PT-DET AcAecLayerStandard GT-DET PP22x34-12102|PS-HHLOGO AcAecLayerStandard PP22x34-12102|PH-HH-LOGO-DARKER RAK {PRD CONTINUOUS PRD} AcAecLayerStandard PP22x34-12102|PH-HH-LOGO
AcAecLayerStandard RAK {ACET-LAYISO CONTINUOUS F ACET-LAYISO} PP22x34-12102|PL-HH-LOGO AcAecLayerStandard PP22x34-12102|GT-QUADRANT HOEMES AcAecLayerStandard ET-LEGAL-NOTES AcAecLayerStandard
ET-HEADINGS AcAecLayerStandard SEAL ACAD_GEOGRAPHICDATA ACAD_SORTENTS *Model_Space ACAD_SORTENTS *Paper_Space ADCADD_ZZ daystamp PP22x34-12102 ACAD_SORTENTS A$C78280C37 Standard L80
EL80 ACAD Arial brdr_heading ROMANS ACAD SansSerif Title EPL80 PL160 PL120 ACAD Arial Narrow ARIAL ByBlock ByLayer Continuous DASHED2 Standard ADSK_XREC_VTR_ANNOSCALE_DATA ADSK_XREC_VTRVIEWINFO
<None> ACAD_VIEWS_P1 P1 ACAD AcadAnnoPO AcadAnnotative ACAD_DSTYLE_DIMJAG ACAD_DSTYLE_DIMTALN ACAD_MLEADERVER AcMapDMDisplayStyleRegapp ACAD_EXEMPT_FROM_CAD_STANDARDS AcAecLayerStandard
DCO15 ADCADD_ZZ SDSK_PMN ACAD_PSEXT ADE MapGWS RAK CGISCE_GIS_2000 CGISCE_F2F_2000 AeccLand50 SDSK_POINT civil_draft civil_line_table civil_curve_table civil_spiral_table civil_point_table
SDI_XSECTIONS DCA_FIGURE_XENT PNTNO SPT SCLEADER CGSURVEY_FOR_AUTOCAD8003671157 ANGLE_INFO DEFAREA ANNOT_TRANSFORM LINE_CURVE_TBL_SETTINGS CUSTOM_TABLE LOT_LIMIT LOT_SUBAREA TK_LIMIT
TK_RM_OVERX TK_EXIST_CONTOUR TK_EXCLU TK_TOPSOIL_REMOVE_INCLU TK_TOPSOIL_REPLACE_INCLU TK_TRENCH_SUBGRADE_INCLU TK_TRENCH_SUBGRADE_EXCLU TK_DESIGN_CONTOUR TK_AOI_INCLU TK_AOI_EXCLU
TK_SPECIAL_FILL CRDUTIL GNSS_DRAW ANNOT_CUSTOM ANNOT_DEFAULTS LABEL AcLayerTools AECBASE AEC_DWGVARSSETUP_DATA ADE_PROJECTION AEC_ROUNDTRIP_15 ACET-TEXTMASK PACSOFT00378 SI-MECH PACSOFT9286
PACSOFT03038 PACSOFT02160 PACSOFT04184 PACSOFT04210 PACSOFT03530 PACSOFT04216 PACSOFT03501 PACSOFT04507 PACSOFT03262 PACSOFT03250 PACSOFT03536 PACSOFT03316 PACSOFT01242 PACSOFT02520
PACSOFT04010 PACSOFT02074 PACSOFT04214 PACSOFT9018 PACSOFT9072 PACSOFT99091 PACSOFT9006 PACSOFT8109 ALLEGRO PACSOFT9110 PACSOFT00278 BNS_SPRHATCH CONTENTBLOCKICON PACSOFT01218 PACSOFT99013
PACSOFT02518 PACSOFT04198 PACSOFT01280 PACSOFT03504 PACSOFT04204 PACSOFT02544 PACSOFT02517 PACSOFT02524 PACSOFT02519 PACSOFT02503 PACSOFT02508 PACSOFT02513 PACSOFT02536 PACSOFT03508
PACSOFT02535 PACSOFT03507 PACSOFT02540 PACSOFT04308 PACSOFT04174 PACSOFT04226 SDSK_DTM_CONTOUR AECGUIBASE svPLINE DCA_PIPEWKS_C_PLAN DCA_PIPEWKS_F_PLAN DCA_PIPEWKS_C_PROF DCA_PIPEWKS_C_PROF_LINES
DCA_PIPEWKS_HYDRAULIC_GRADE DCA_PIPEWKS_F_PROF DCA_PIPEWKS_C_XSEC DCA_PIPEWKS_F_XSEC SDSK_CVP_1301 DCA_DTM_FAULTS ABNSLEADERTOOLS AA_WLTP AA_WLPR AA_WLBK AA_WLENT SDSK_AB_WINDOOR SDSK_AB_HEADER
ADCADD_MATERIAL MSCAD_PRO_MSI FCAD ALIGNMENT_DB_APP SDI_PROFILE AEC_DISPREPCONFIG_DATA AEC_DISPREPSET_DATA AECC_ROUNDTRIP_15 ACAD_DSTYLE_DIMTEXT_FILL AEC_XDATA_BOUND_SPACE ICONTOOL_206_545-6877
RMAINSERT_206_545-6877 RMASCALE_206_545-6877 RMACOMMAND_206_545-6877 WHP_CONSTRUCTION_LINE ER_DAYLIGHT sheetin2064553436 ACCU_FILE_206-545-6877 SDI_SETUP ROADCAD EPNODE EPSPIRAL EPALIGN
EPADCMMD EPADMIRROR PE_URL EGPT_EPOD _KTI_ARCHT _KTI_ARCHT_BASELINE _KTI_ARE AVE_ENTITY_MATERIAL AVE_FINISH ACAD_DSTYLE_DIMEXT_LENGTH ACAD_DSTYLE_DIMJOGGED_JOGANGLE_SYMBOL LABEL_AREA
LOTNAME LABEL_AREA_NUMBERS LEADER_INFO LABEL2 TBL_SYM TBL_LEADER LABEL_TEXT CARLSON_CTEXT DISTLEADER ACAD_NAV_VCDISPLAY ACAD_DSTYLE_DIMBREAK AcCmTransparency AVE_RENDER AVE_MATERIAL
AVE_GLOBAL BBSI_PltSel BBSI_Plots BBSI_Bookmarks VGDIHANDLE REVIT GradientColor1ACI GradientColor2ACI ACAUTHENVIRON SVUI_FIGURE_XDATA Raincad PalladioXData ER_LABEL LABEL_ATABLE ACAD_DSTYLE_DIMRADIA
L_EXTENSION AcDbDynamicBlockTrueName AcDbDynamicBlockGUID AcDbBlockRepETag TRICTR SCSURF ManulPointsAssociative AeccLand100 AeccUiQTO AeccUiQTOEntityPayItemData AeccUiQTOPayItemFilePath
AeccUiQTOPayItemCategoryFilePath AeccUiQTOFreqUsedPayItemsList AeccUiQTOPayItemFormulaFilePath AeccUiQTOPayItemSpecBookVersionFloridaDOT AeccUiQTOPayItemFormulaParameters AeccUiQTOPayItemFormulaExpr
ession AeccUiQTOTransportDesignerFileFloridaDOT AeccUiMgr AeccUiModel AeccLand60 AeccLand70 AeccLand80 AeccLand90 AeccUiBase AcDbBlockRepBTag ACAD_SKPOLY ACAD_SKPOLY MapManagementAppName
ACAD_OBJECT_CHANGE_GUID AcPp3D AeccUiDataExchange ACAD_DSTYLE_DIMEXT_ENABLED ACAD_DSTYLE_DIMARC_LENGTH_SYMBOL ACAD_DSTYLE_DIM_LINETYPE ACAD_DSTYLE_DIM_EXT1_LINETYPE ACAD_DSTYLE_DIM_EXT2_LINETYPE
IRD AeccLand110 *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 IncludeAllObjectsInGroups=0 AlwaysUseLibraryDefinitions=0 PreviewDefinitionsFrom
=2 [Save Back] RedefineBlockDefinitions=1 RedefineLayerDefinitions=1 RedefineTextStyleDefinitions=1 RemoveUnusedGroups=1 EraseSavedBackObjects=1 RemoveLockAfterSave=1 CreateHistoryFileOfChanges=0
CreateBackupFileOfSourceDwg=1 DontAddObjectsToSaveSet=0 MarkObjectsForEditingWithoutPrompting=0 FdoDontAddObjsToSvSet=0 FdoEditWithoutPrompt=1 FdoRemUnusedGrps=1 FdoEraseSvdBkObjs=1
FdoRemoveLockOnSave=1 FdoTesselationMaxPointsDistance=0 FdoTesselationMaxCurvesDistance=0 [Coordinate Transformation] RestoreLastActiveDwgsOnStartup=1 ActivateDwgsOnAttach=1 AdjustSizesAndScalesForC
hangesInUnits=1 AdjustRotationsForMapDistortions=1 AdjustSizesAndScalesForMapDistortions=1 AdjustElevations=1 AdjustZeroRotationObjects=1 ReconnectDbOnWSOpen=1 NoOfSQLConditionsInHistory=10
ACAD_BACKGROUND ACAD_CIP_PREVIOUS_PRODUCT_INFO 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_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_POINT_TAG_LABELS AEC_CIVIL_SPIRAL_LABELS AEC_CIVIL_SPIRAL_TAG_LABEL
S AEC_DISP_REP_CONFIGURATIONS AEC_DISP_REP_SETS AEC_DISP_REPS AEC_DISPLAY_PROPS_DEFAULTS AEC_LAYERKEY_STYLES AEC_PROPERTY_SET_DEFS AEC_VARS AeccDbReferencedTemplateHost_51e7ff0b-b588-458c-adf3-03d898
40dbcd AecCvDwgPointIndex ASE_INDEX_DICTIONARY Autodesk_MAP Root SCAD_XML {24DE2741-47F6-4298-B91B-737E814BAE3E} CIV3D 2017 86718CIV3D_2017_0F Imperial24 0X1CB8 CBFilter CheckDam ConstructionEntrance
InterceptorSwale SedimentTrap SiltFence Layout1 Model ACAD_PSEXT PDF Complete_2017 22x34.pc3 PDF Complete Converter PDFC PDF Document Creator ByBlock ByLayer Global BUMPTILE DIFFUSETILE
OPACITYTILE REFLECTIONTILE ACAD Standard Standard 11x17H_C5501 Ricoh 22x34_W3601 PDF Complete 22x34 PDF Complete_2009 22x34 PDF Complete_2017 22x34 ACAD_PSEXT \\drs-dc01\DRS ricoh mp
c5501a pcl 5c Gestetner MP C4501 PS Third Floor 10.0.0.199 ACAD_PSEXT 22x34 W3601.pc3 RICOH Aficio MP W3601 PS Upstairs Copy Room ACAD_PSEXT PDF Complete 22x34.pc3 PDF Complete Converter
PDFC PDF Document Creator ACAD_PSEXT PDF Complete_2009 22x34.pc3 PDF Complete Converter PDFC PDF Document Creator ACAD_PSEXT PDF Complete_2017 22x34.pc3 PDF Complete Converter PDFC
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*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 *A7 *A8 *A9 A0 A1 A2 A3 A4 A5 A6 A7 A8 A9 B0 B1 B2 B3
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CTABLESTYLE CVIEWDETAILSTYLE CVIEWSECTIONSTYLE DIMASSOC HIDETEXT LAYEREVAL LAYERNOTIFY LIGHTINGUNITS WIPEOUTFRAME _CurrQry ADE02C001 { } { } { } *A1 *A2 *A3 *A4 *A5 Medium Detail Standard
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AeccDbDispRepInterferenceCheck AeccDbDispRepInterferenceCSV AeccDbDispRepIntersection AeccDbDispRepMassHaulLine AeccDbDispRepMatchLine AeccDbDispRepMaterialSection AeccDbDispRepNetwork
AeccDbDispRepPipe AeccDbDispRepPipeCSV AeccDbDispRepPressurePipe AeccDbDispRepPressurePipeCSV AeccDbDispRepPressurePipeNetwork AeccDbDispRepProfileProjection AeccDbDispRepQuantityTakeoffAggregateTab
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AeccDbDispRepSurfaceGridCSV AeccDbDispRepSurfaceTin AeccDbDispRepSurfaceTinCSV AeccDbDispRepVAlignment AeccDbDispRepVAlignmentCSV AeccDbDispRepViewFrame AeccDbViewAlignment AeccDbViewAlignmentCantLa
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AeccDbViewContour AeccDbViewCorridor AeccDbViewCrossingPipeProfileLabel AeccDbViewCrossingPressurePipeProfileLabel AeccDbViewCurveScheduleTable AeccDbViewFace AeccDbViewFaceScheduleTable
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AeccDbViewIntersectionLocationLabel AeccDbViewLabeling AeccDbViewLegendScheduleTable AeccDbViewLineBetweenPointsLabel AeccDbViewLotLine AeccDbViewLotLineCSV AeccDbViewLotLineScheduleTable
AeccDbViewMatchLineLabeling AeccDbViewNoteLabel AeccDbViewOffsetElevLabel AeccDbViewParcelBoundary AeccDbViewParcelFaceLabel AeccDbViewParcelSegmentLabel AeccDbViewParcelSegmentTable
AeccDbViewPipeAndStructureTable AeccDbViewPipeLabel AeccDbViewPipeNetworkBandLabeling AeccDbViewPipeProfileLabel AeccDbViewPipeSectionLabel AeccDbViewPoint AeccDbViewPointEnt AeccDbViewPointGroup
AeccDbViewPointScheduleTable AeccDbViewPressurePartTable AeccDbViewPressurePipeLabel AeccDbViewPressurePipeProfileLabel AeccDbViewPressurePipeSectionLabel AeccDbViewProfileDataBandLabeling
AeccDbViewProfileProjectionLabeling AeccDbViewProfileViewDepthLabel AeccDbViewRightofWay AeccDbViewSampleLineLabeling AeccDbViewSectionalDataBandLabeling AeccDbViewSectionCorridorPointLabeling
AeccDbViewSectionDataBandLabeling AeccDbViewSectionGradeBreakLabeling AeccDbViewSectionMinorOffsetLabeling AeccDbViewSectionOffsetLabeling AeccDbViewSectionProjectionLabeling AeccDbViewSectionSegmen
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AeccDbViewStructureLabel AeccDbViewStructureProfileLabel AeccDbViewStructureSectionLabel AeccDbViewSubassembly AeccDbViewSuperElevationBandLabeling AeccDbViewSurfaceContourLabeling
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AeccuDbDispRepColBlock AeccuDbDispRepColCircArc2d AeccuDbDispRepColConCoincident AeccuDbDispRepColConConcentric AeccuDbDispRepColConEqualDistance AeccuDbDispRepColConMidpoint AeccuDbDispRepColConnec
tor AeccuDbDispRepColConNormal AeccuDbDispRepColConParallel AeccuDbDispRepColConPerpendicular AeccuDbDispRepColConSymmetric AeccuDbDispRepColConTangent AeccuDbDispRepColDimAngle AeccuDbDispRepColDimD
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AeccuDbDispRepColLayoutData AeccuDbDispRepColLine2d AeccuDbDispRepColModAdd AeccuDbDispRepColModCutPlane AeccuDbDispRepColModExtrusion AeccuDbDispRepColModGroup AeccuDbDispRepColModPath
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AecCvViewSection AecDbDispRep2dSection AecDbDispRepAnchor AecDbDispRepAnchorBubToGrid AecDbDispRepAnchorBubToGridMdl AecDbDispRepAnchorBubToGridRcp AecDbDispRepAnchorEntToNode AecDbDispRepAnchorExte
ndedTagToEnt AecDbDispRepAnchorTagToEnt AecDbDispRepBdgElevLineModel AecDbDispRepBdgElevLinePlan AecDbDispRepBdgElevLinePlan100 AecDbDispRepBdgElevLinePlan50 AecDbDispRepBdgElevLineRcp
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AecDbDispRepBdgSectionSubDiv AecDbDispRepCeilingGrid AecDbDispRepCeilingGridModel AecDbDispRepCeilingGridPlan100 AecDbDispRepCeilingGridPlan50 AecDbDispRepCeilingGridRcp AecDbDispRepClipVolModel
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AecDbDispRepColumnGridRcp AecDbDispRepCurtainWallLayoutModel AecDbDispRepCurtainWallLayoutPlan AecDbDispRepCurtainWallLayoutPlan100 AecDbDispRepCurtainWallLayoutPlan50 AecDbDispRepCurtainWallUnitMod
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AecDbDispRepMaskBlockRef AecDbDispRepMaskBlockRefRcp AecDbDispRepMassElemModel AecDbDispRepMassElemPlan100 AecDbDispRepMassElemPlan50 AecDbDispRepMassElemRcp AecDbDispRepMassElemSchem
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Ref$Plan AecDbDispRepMvBlockRefModel AecDbDispRepMvBlockRefPlan100 AecDbDispRepMvBlockRefPlan50 AecDbDispRepMvBlockRefRcp AecDbDispRepOpening AecDbDispRepOpeningModel AecDbDispRepOpeningPlan100
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AecDbDispRepSlice AecDbDispRepSpaceDecomposed AecDbDispRepSpaceModel AecDbDispRepSpacePlan AecDbDispRepSpacePlan100 AecDbDispRepSpacePlan50 AecDbDispRepSpaceRcp AecDbDispRepSpaceVolume
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{ { } } 8 C8 DAYSTAMP R:\2012\1\12102\3\Drawings\Plots\Engineering\08-3TESCDT12102.dwg 3/22/2016 8:36:56 AM PDT TESC NOTES AND DETAILS BY: Date: RECOMMENDED FOR APPOVAL BY: BY: BY:
Date: Date: Date: 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 BETWEEN THE CITY OF RENTON DEVELOPMENT ENGINEERING SECTION AND THE APPLICANT. THIS
MEETING MAY INCLUDE ADDITIONAL CITY OF RENTON REPRESENTATIVES AS DETERMINED BY THE CITY OF RENTON DEVELOPMENT ENGINEERING SECTION.
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 ASCONSTRUCTED 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. TESC SYSTEMS MUST BE REMOVED AFTER CONSTRUCTION ACTIVITY IS COMPLETE.
6. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. A 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. EROSION CONTROL NOTES & SPECIFICATIONS TREE PROTECTION MEASURES a. CONSTRUCTION STORAGE PROHIBITED: THE APPLICANT MAY NOT FILL, EXCAVATE, STACK OR STORE ANY EQUIPMENT, DISPOSE
OF ANY MATERIALS, SUPPLIES OR FLUIDS, OPERATE ANY EQUIPMENT, INSTALL IMPERVIOUS SURFACES, OR COMPACT THE EARTH IN ANY WAY WITHIN THE AREA DEFINED BY THE DRIP LINE OF ANY TREE TO BE
RETAINED.
b. FENCED PROTECTION AREA REQUIRED: THE APPLICANT SHALL ERECT AND MAINTAIN SIX FOOT (6') HIGH CHAIN LINK TEMPORARY CONSTRUCTION FENCING AROUND THE DRIP LINES OF ALL RETAINED TREES, OR
ALONG THE PERIMETER OF A STAND OF RETAINED TREES. PLACARDS SHALL BE PLACED ON FENCING EVERY FIFTY FEET (50') INDICATING THE WORDS, “NO TRESPASSING - PROTECTED TREES” OR ON EACH SIDE
OF THE FENCING IF LESS THAN FIFTY FEET (50'). SITE ACCESS TO INDIVIDUALLY PROTECTED TREES OR GROUPS OF TREES SHALL BE FENCED AND SIGNED. INDIVIDUAL TREES SHALL BE FENCED ON FOUR (4)
SIDES. IN ADDITION, THE APPLICANT SHALL PROVIDE SUPERVISION WHENEVER EQUIPMENT OR TRUCKS ARE MOVING NEAR TREES.
c. PROTECTION FROM GRADE CHANGES: IF THE GRADE LEVEL ADJOINING TO A TREE TO BE RETAINED IS TO BE RAISED, THE APPLICANT SHALL CONSTRUCT A DRY ROCK WALL OR ROCK WELL AROUND THE TREE. THE
DIAMETER OF THIS WALL OR WELL MUST BE EQUAL TO THE TREE'S DRIP LINE.
d. IMPERVIOUS SURFACES PROHIBITED WITHIN THE DRIP LINE: THE APPLICANT MAY NOT INSTALL IMPERVIOUS SURFACE MATERIAL WITHIN THE AREA DEFINED BY THE DRIP LINE OF ANY TREE TO BE RETAINED.
e. RESTRICTIONS ON GRADING WITHIN THE DRIP LINES OF RETAINED TREES: THE GRADE LEVEL AROUND ANY TREE TO BE RETAINED MAY NOT BE LOWERED WITHIN THE GREATER OF THE FOLLOWING AREAS: (I) THE
AREA DEFINED BY THE DRIP LINE OF THE TREE, OR (II) AN AREA AROUND THE TREE EQUAL TO ONE AND ONE-HALF FEET (1-1/2') IN DIAMETER FOR EACH ONE INCH OF TREE CALIPER. THE REVIEWING OFFICIAL
MAY REQUIRE A LARGER TREE PROTECTION ZONE BASED ON TREE SIZE, SPECIES, SOIL, OR OTHER CONDITIONS.
f. MULCH LAYER REQUIRED: ALL AREAS WITHIN THE REQUIRED FENCING SHALL BE COVERED COMPLETELY AND EVENLY WITH A MINIMUM OF THREE INCHES (3") OF BARK MULCH PRIOR TO INSTALLATION OF THE PROTECTIVE
FENCING. EXCEPTIONS MAY BE APPROVED BY THE REVIEWING OFFICIAL IF THE MULCH WILL ADVERSELY AFFECT PROTECTED GROUND COVER PLANTS.
g. MONITORING REQUIRED DURING CONSTRUCTION: THE APPLICANT SHALL RETAIN A PROFESSIONAL ARBORIST OR OTHER QUALIFIED PROFESSIONAL TO PRUNE BRANCHES AND ROOTS, FERTILIZE, AND WATER AS APPROPRIATE
FOR ANY TREES AND GROUND COVER WHICH ARE TO BE RETAINED. DRIPLINE NOTES:
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. 6' MIN. TREE PROTECTION DETAIL NTS ASDK_XREC_ANNOTATION_SCALE_INFO ACAD MVIEW { { } } ASDK_XREC_ANNOTATION_SCALE_INFO ACAD MVIEW { { } } ASDK_XREC_ANNOTATION_SCALE_INFO ACAD
MVIEW { { } } ASDK_XREC_ANNOTATION_SCALE_INFO ACAD MVIEW { { } } ASDK_XREC_ANNOTATION_SCALE_INFO ACAD MVIEW { { } } ASDK_XREC_ANNOTATION_SCALE_INFO ACAD MVIEW { { } } 5. Remove
filters after homes are constructed. "I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS-BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS-BUILT
COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 1/12/2018." AS-BUILT DAYSTAMP ASDK_XREC_ANNOTATION_SCALE_INFO
ACAD MVIEW { { } } ASDK_XREC_ANNOTATION_SCALE_INFO ACAD MVIEW { { } } ASDK_XREC_ANNOTATION_SCALE_INFO ACAD MVIEW { { } } ASDK_XREC_ANNOTATION_SCALE_INFO ACAD MVIEW { { } } ASDK_XREC_ANNOTATION_SCALE
_INFO ACAD MVIEW { { } } ASDK_XREC_ANNOTATION_SCALE_INFO ACAD MVIEW { { } }
AB_08-3TESCDT12102.txt Transmittal Report:
Created by AutoCAD eTransmit Monday, April 16, 2018, 8:24 AM.
Drawing:
This is a transmittal based on AB_08-3TESCDT12102.dwg.
Files:
Root Drawing:
AB_08-3TESCDT12102.dwg
AutoCAD Drawing (External) References:
AB_PP22x34-12102.dwg
TIFF image References:
Images\CBFilter.tif
Images\CheckDam.tif
Images\ConstructionEntrance.tif
Images\InterceptorSwale.tif
Images\SedimentTrap.tif
Images\SiltFence.tif
AutoCAD Color-dependent Plot Style Table File References:
PlotCfgs\NDRS-MONO-F.ctb
AutoCAD Plotter Configuration File References:
PlotCfgs\PDF Complete_2017 22x34.pc3
The following files were excluded from the transmittal:
acad.fmp
Fonts\simplex.shx
Fonts\arialbd.ttf
Fonts\ROMANS.shx
Fonts\sanss___.ttf
Fonts\txt.shx
Fonts\ARIALN.TTF
Fonts\MONOTXT.shx
Fonts\arial.ttf
Fonts\ROMANC.shx
Fonts\dim.shx
Fonts\bold.shx
Fonts\simplex_.ttf
Notes for distribution:
.DWG external reference files:
External reference (xref) paths may be present. Make sure these paths work or that the root drawing is using the correct references.
eTransmit does not include files required by xrefs unless they are also required by the root drawing. In particular, plot style tables and overlay xrefs that are not used by the root
drawing are omitted
Raster image files:
Paths may be present on references to raster images. Make sure these paths work or that the root drawing is using the correct references.
.PC3 printer configuration files:
Please copy these files to the AutoCAD Printer Configuration Search Path directory.
.CTB/.STB plot style tables:
Please copy these files to the AutoCAD Plot Style Table Search Path directory.
The AutoCAD variable FONTALT was set to:
C:\Users\glb\appdata\roaming\autodesk\c3d 2017\enu\support\simplex.shx
Please make sure that the FONTALT variable is set to this file or an equivalent before opening any drawings. All text styles with missing fonts are automatically set to this font.
*** Map 2007 Data and Cache files ***
The drawing 'R:\2012\1\12102\3\Drawings\As-builts\Plots\Engineering\AB_08-3TESCDT12102.dwg' refers to a cache manifest XML file, zero or more cache files (.GWS) as well as raw data files.
Please ensure the manifest XML file and cache files are unzipped to the drawing directory or your current MapCache directory.
You may also need to update the cache manifest XML file to point to the unzipped location of the data files.
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BAD ENGINEER BAD ENGINEER Y R. J O U D E W S A H I N G T O F H L U T A T E A O 32162 A L E N I G N E E R S T E D R E O G N I P R O F E S S I R E S N SOLID SOLID SOLID SOLID SOLID SOLID
SOLID SOLID SOLID SOLID SOLID SOLID ACAD SOLID D.R. STRONG CONSULTING ENGINEERS 620 7TH AVENUE, KIRKLAND, WA 98033 O 425.827.3063 F 425.827.2423 ENGINEERS PLANNERS SURVEYORS ACAD
SOLID ACAD SOLID SOLID SOLID SOLID DATE: FIELDBOOK: DRAWING NO: PAGE: SHEET: OF: SCALE: DESIGNED: DRAWN: CHECKED: APPROVED: NO. REVISION BY DATE APPR FILENAME: SURVEYED: VERTICAL:
NAVD 1988 IF NOT ONE INCH ONE INCH AT FULL SCALE HORIZONTAL: NAD 1983/1991 SCALE ACCORDINGLY PROJECT NAME Planning/Building/Public Works Dept. CITY OF RENTON DRS PROJECT NO. 14069 SOLID
SOLID Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) ALPINE NURSERY NE 1/4 SECTION 23, TOWNSHIP 23 N, RANGE 5 E, W.M. LUA-000018 APLINE
NURSERY A-NNNNAA 06.08.15 40 ALPINE NURSERY AS NOTED SJS YLP YLP MAJ MAJ U15xxxxxx 1 CITY COMMENTS 11.13.14 MAJ 02.13.15 MAJ 2 CITY COMMENTS MAJ 05.19.15 MAJ ACAD SOLID ACAD SOLID Harbour
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