HomeMy WebLinkAbout18242 C3.21 - Standard
18242 C300.dwg JCasenas ACAD_LAYERFILTERS ACAD_LAYERSTATES ACLYDICTIONARY 0_Xref Alignments C- Contours Corridor Easements Erosion Grading L- Landscape Patterns Pr Landscape Pr Landscape
Trees Pr Lots Patterns Points Profiles Proposed Road Pr Sections Sewer Site Storm Surface Pr Text Topo Trees Utilites Ex V- Water Wetland Z- No Plot Layers ACAD ( NAME== "*XREF*" or
NAME== "X*" ) 0_Xref *XREF*,X* * * * * ACAD ( NAME== "*CNTL*" ) Alignments *CNTL* * * * * ACAD ( NAME== "*b|c-*" or NAME== "*h|c-*" or NAME== "*s|c-*" or NAME== "c-*" ) C- *b|c-*,*h|c-*,*s|c-*,c-*
* * * * ACAD ( NAME== "*TINN-*TEXT" or NAME== "*majr*" or NAME== "*minr*" ) Contours *TINN-*TEXT,*majr*,*minr* * * * * ACAD ( NAME== "*corr*" or NAME== "*feat*" ) Corridor *corr*,*feat*
* * * * ACAD ( NAME== "*ESMT*" ) Easements *ESMT* * * * * ACAD ( NAME== "*eros*" ) Erosion *eros* * * * * ACAD ( NAME== "*CORR*" or NAME== "*LOT*" or NAME== "*feat*" or NAME== "*tinn*"
) Grading *CORR*,*LOT*,*feat*,*tinn* * * * * ACAD ( NAME== "*l|l-.*" ) L- *l|l-.* * * * * ACAD ( NAME== "*l|*patt*" ) Landscape Patterns Pr *l|*patt* * * * * ACAD ( NAME== "*l|l*" )
Landscape Pr *l|l* * * * * ACAD ( NAME== "*l|*tree*" ) Landscape Trees Pr *l|*tree* * * * * ACAD ( NAME== "**lot*" or NAME== "*H|*lot*" or NAME== "*h|lots*" or NAME== "*t|*-rway-*"
) Lots **lot*,*H|*lot*,*h|lots*,*t|*-rway-* * * * * ACAD ( NAME== "*-Patt*" ) Patterns *-Patt* * * * * ACAD ( NAME== "*node" or NAME== "*t|*node" or NAME== "*t|*pnt" ) Points *node,*t|*node,*t|*pnt
* * * * ACAD ( NAME== "*PROF*" ) Profiles *PROF* * * * * ACAD ( NAME== "*b|c-*" or NAME== "*c-prop-*" or NAME== "*c-road-*" or NAME== "*h|c-prop-*" or NAME== "*site-*" or NAME== "*s|c-prop*"
or NAME== "*s|c-road-*" or NAME== "*s|c-site-*" ) Proposed *b|c-*,*c-prop-*,*c-road-*,*h|c-prop-*,*site-*,*s|c-prop*,*s|c-road-*,*s|c-site-* * * * * ACAD ( NAME== "*h|*lots*" or NAME==
"*h|*rway*" or NAME== "*rway*" or NAME== "*s|*-road-*" or NAME== "*s|*c-esmt*" or NAME== "*t|v-lots*" or NAME== "*t|v-rway*" or NAME== "*t|vr-*ctrl*" or NAME== "c-esmt-accs*" or NAME==
"c-road-*" ) Road Pr *h|*lots*,*h|*rway*,*rway*,*s|*-road-*,*s|*c-esmt*,*t|v-lots*,*t|v-rway*,*t|vr-*ctrl*,c-esmt-accs*,c-road-* * * * * ACAD ( NAME== "*SAMP*" or NAME== "*SECT*" )
Sections *SAMP*,*SECT* * * * * ACAD ( NAME== "*sswr*" ) Sewer *sswr* * * * * ACAD ( NAME== "C-SITE-*" ) Site C-SITE-* * * * * ACAD ( NAME== "*STRM*" or NAME== "*VALT*" ) Storm *STRM*,*VALT*
* * * * ACAD ( NAME== "*Tinn*" or NAME== "*feat*" or NAME== "*majr*" or NAME== "*minr" ) Surface Pr *Tinn*,*feat*,*majr*,*minr * * * * ACAD ( NAME== "*TEXT*" ) Text *TEXT* * * * * ACAD
( NAME== "*drip*" or NAME== "*t|*plnt*" or NAME== "*t|*tree-*" ) Topo Trees *drip*,*t|*plnt*,*t|*tree-* * * * * ACAD ( NAME== "*t|*esmt*" or NAME== "*t|v-comm-*" or NAME== "*t|v-esmt-sswr-*"
or NAME== "*t|v-esmt-strm-*" or NAME== "*t|v-ngas-*" or NAME== "*t|v-util-*" or NAME== "*t|vr-comm-*" or NAME== "*t|vr-esmt-watr-*" or NAME== "*t|vr-ngas-*" or NAME== "*t|vr-util-*"
Utilites Ex *t|*esmt*,*t|v-comm-*,*t|v-esmt-sswr-*,*t|v-esmt-strm-*,*t|v-ngas-*,*t|v-util-*,*t|vr-comm-*,*t|vr-esmt-watr-*,*t|vr-ngas-*,*t|vr-util-*,v-sswr*,v-strm*,v-watr* * * * *
ACAD ( NAME== "*t|v*" or NAME== "V-*" ) V- *t|v*,V-* * * * * ACAD ( NAME== "*b|c-watr-*" or NAME== "*t|v-util-*" or NAME== "*t|v-watr-*" or NAME== "*t|vr-esmt-watr-**" or NAME== "c-watr-*"
) Water *b|c-watr-*,*t|v-util-*,*t|v-watr-*,*t|vr-esmt-watr-**,c-watr-* * * * * ACAD ( NAME== "*WET*" ) Wetland *WET* * * * * ACAD ( NAME== "Z-*" ) Z- No Plot Layers Z-* * * * * CORE-LS--2016-01-27
CORE-LS--2016-01-28 AcadLayerStateAnnoScale 0 Color_7 Color_7 Color_7 Color_7 Color_205 Color_7 Color_22 Color_2 Color_163 Color_7 Color_30 Color_72 Color_7 Color_90 Color_110 Color_7
Color_51 Color_120 Color_142 Color_32 Color_72 Color_7 Color_20 Color_7 Color_20 Color_2 Color_7 Color_72 Color_32 Color_142 Color_7 Color_1 Color_2 Color_2 Color_7 Color_7 Color_4
Color_252 Color_4 Color_130 Color_2 Color_7 Color_7 Color_20 Color_41 Color_5 Color_144 Color_252 Color_150 Color_252 Color_5 Color_163 Color_144 Color_20 Color_1 Color_142 Color_40
Color_40 Color_100 Color_163 Color_144 Color_2 Color_4 Color_7 Color_2 Color_7 Color_3 Color_3 Color_163 Color_5 Color_163 Color_7 Color_7 Color_7 Color_7 Color_7 Color_160 Color_160
Color_2 Color_8 Color_150 Color_7 Color_9 Color_7 Color_7 Color_174 Color_2 Color_2 Color_7 Color_174 Color_1 Color_2 Color_7 Color_250 Color_212 Color_1 Color_140 Color_140 Color_7
Color_7 Color_32 Color_142 Color_7 Color_160 Color_205 Color_6 Color_4 Color_3 Color_1 Color_5 Color_8 Color_7 Color_7 Color_7 Color_4 Color_4 Color_7 Color_2 Color_2 Color_252 Color_150
Color_7 Color_7 Color_42 Color_92 Color_12 Color_172 Color_7 Color_205 Color_7 Color_1 Color_1 Color_1 Color_32 Color_7 Color_3 Color_252 Color_53 Color_153 Color_9 Color_7 Color_7
Color_255 Color_7 Color_7 Color_7 Color_72 Color_72 Color_32 Color_32 Color_220 Color_7 Color_7 Color_205 Color_7 Color_7 Color_7 Color_14 Color_2 Color_22 Color_7 Color_7 Color_100
Color_93 Color_130 Color_50 Color_7 Color_160 Color_250 Color_51 Color_30 Color_120 Color_90 Color_50 Color_7 Color_24 Color_2 Color_200 Color_8 Color_2 Color_251 Color_7 AcadLayerStateAnnoScale
0 Color_7 Color_7 Color_7 Color_7 Color_205 Color_7 Color_22 Color_2 Color_163 Color_7 Color_30 Color_72 Color_7 Color_90 Color_110 Color_7 Color_51 Color_120 Color_142 Color_32 Color_72
Color_7 Color_20 Color_7 Color_20 Color_2 Color_7 Color_72 Color_32 Color_142 Color_7 Color_1 Color_2 Color_2 Color_7 Color_7 Color_4 Color_252 Color_4 Color_130 Color_2 Color_7 Color_7
Color_20 Color_41 Color_5 Color_144 Color_252 Color_150 Color_252 Color_5 Color_163 Color_144 Color_20 Color_1 Color_142 Color_40 Color_40 Color_100 Color_163 Color_144 Color_2 Color_4
Color_7 Color_2 Color_7 Color_3 Color_3 Color_163 Color_5 Color_163 Color_7 Color_7 Color_7 Color_7 Color_7 Color_160 Color_160 Color_2 Color_8 Color_150 Color_7 Color_9 Color_7 Color_7
Color_174 Color_2 Color_2 Color_7 Color_174 Color_1 Color_2 Color_7 Color_250 Color_212 Color_1 Color_140 Color_140 Color_7 Color_7 Color_32 Color_142 Color_7 Color_160 Color_205 Color_6
Color_4 Color_3 Color_1 Color_5 Color_8 Color_7 Color_7 Color_7 Color_4 Color_4 Color_7 Color_2 Color_2 Color_252 Color_150 Color_7 Color_7 Color_42 Color_92 Color_12 Color_172 Color_7
Color_205 Color_7 Color_1 Color_1 Color_1 Color_32 Color_7 Color_3 Color_252 Color_53 Color_153 Color_9 Color_7 Color_7 Color_255 Color_7 Color_7 Color_7 Color_72 Color_72 Color_32
Color_32 Color_220 Color_7 Color_7 Color_205 Color_7 Color_7 Color_7 Color_14 Color_2 Color_22 Color_7 Color_7 Color_100 Color_93 Color_130 Color_50 Color_7 Color_160 Color_250 Color_51
Color_30 Color_120 Color_90 Color_50 Color_7 Color_24 Color_2 Color_200 Color_8 Color_2 Color_251 Color_7 ACAD <AllUsed *A1 *A10 *A11 *A12 *A13 *A14 *A15 *A16 *A17 *A18 *A19 *A2 *A20
*A21 *A22 *A23 *A24 *A25 *A26 *A27 *A28 *A29 *A3 *A30 *A4 *A5 *A6 *A7 *A8 *A9 AcLyLayerFilter Surface Pr NAME=="*Tinn*" OR NAME=="*feat*" OR NAME=="*minr" OR NAME=="*majr*" AcLyLayerFilter
0_Xref NAME=="X*" OR NAME=="*XREF*" AcLyLayerFilter Text NAME=="*TEXT*" AcLyLayerFilter V- NAME=="*t|v*" OR NAME=="V-*" AcLyLayerFilter Lots NAME=="*h|lots*" OR NAME=="*t|*-rway-*"
OR NAME=="*H|*lot*" OR NAME=="**lot*" AcLyLayerFilter Profiles NAME=="*PROF*" AcLyLayerFilter Grading NAME=="*tinn*" OR NAME=="*feat*" OR NAME=="*LOT*" OR NAME=="*CORR*" AcLyLayerFilter
Alignments NAME=="*CNTL*" AcLyLayerFilter Storm NAME=="*STRM*" OR NAME=="*VALT*" AcLyLayerFilter Landscape Trees Pr NAME=="*l|*tree*" AcLyLayerFilter Patterns NAME=="*-Patt*" AcLyLayerFilter
Utilites Ex ( NAME== "*t|*esmt*" or NAME== "*t|v-comm-*" or NAME== "*t|v-esmt-sswr-*" or NAME== "*t|v-esmt-strm-*" or NAME== "*t|v-ngas-*" or NAME== "*t|v-util-*" or NAME== "*t|vr-comm-*"
or NAME== "*t|vr-esmt-watr-*" or NAME== "*t|vr-ngas-*" or NAME== "*t|vr-util-*" or NAME== "v-sswr*" or NAME== "v-strm*" or NAME== "v-watr*" ) AcLyLayerFilter Easements NAME=="*ESMT*"
AcLyLayerFilter Landscape Patterns Pr NAME=="*l|*patt*" AcLyLayerFilter Erosion NAME=="*eros*" AcLyLayerFilter Points NAME=="*t|*node" OR NAME=="*t|*pnt" OR NAME=="*node" AcLyLayerFilter
C- NAME=="c-*" OR NAME=="*h|c-*" OR NAME=="*s|c-*" OR NAME=="*b|c-*" AcLyLayerFilter Corridor NAME=="*corr*" OR NAME=="*feat*" AcLyLayerFilter Sewer NAME=="*sswr*" AcLyLayerFilter Proposed
NAME=="*c-prop-*" OR NAME=="*s|c-prop*" OR NAME=="*c-road-*" OR NAME=="*s|c-road-*" OR NAME=="*h|c-prop-*" OR NAME=="*site-*" OR NAME=="*s|c-site-*" OR NAME=="*b|c-*" AcLyLayerFilter
Sections NAME=="*SAMP*" OR NAME=="*SECT*" AcLyLayerFilter Wetland NAME=="*WET*" AcLyLayerFilter Topo Trees NAME=="*t|*tree-*" OR NAME=="*t|*plnt*" OR NAME=="*drip*" AcLyLayerFilter
Water NAME=="c-watr-*" OR NAME=="*b|c-watr-*" OR NAME=="*t|v-watr-*" OR NAME=="*t|vr-esmt-watr-**" OR NAME=="*t|v-util-*" AcLyLayerFilter Z- No Plot Layers NAME=="Z-*" AcLyLayerFilter
L- NAME=="*l|l-.*" AcLyLayerFilter Contours NAME=="*majr*" OR NAME=="*minr*" OR NAME=="*TINN-*TEXT" AcLyLayerFilter Site NAME=="C-SITE-*" AcLyLayerFilter Road Pr NAME=="c-road-*" OR
NAME=="c-esmt-accs*" OR NAME=="*s|*-road-*" OR NAME=="*s|*c-esmt*" OR NAME=="*h|*rway*" OR NAME=="*h|*lots*" OR NAME=="*rway*" OR NAME=="*t|v-rway*" OR NAME=="*t|v-lots*" OR NAME=="*t|vr-*ctrl*"
AcLyLayerFilter Landscape Pr NAME=="*l|l*" AcAecLayerStandard ZERO 0 AcAecLayerStandard DEFAULT Defpoints AcCmTransparency AcAecLayerStandard CENTERLINE ALIGNMENTS C-PROP-CNTL AcCmTransparency
AcAecLayerStandard TINN EXIST GROUND MINOR CONTOUR V-TINN-EGND-MINR AcCmTransparency AcAecLayerStandard TINN FINISHED GROUND CONTOUR MINOR C-TINN-FGND-MINR AcCmTransparency AcAecLayerStandard
LOT DIMENSION C-PROP-LOTS-DIMS AcCmTransparency AcAecLayerStandard LOT LINE C-PROP-LOTS-LINE AcCmTransparency AcAecLayerStandard LOT NUMBER AND AREAS C-PROP-LOTS-TEXT AcAecLayerStandard
EROSION INLET FILTERS C-EROS-INPR AcCmTransparency AcAecLayerStandard STORM MAIN LINE PIPE C-STRM-PIPE AcCmTransparency AcAecLayerStandard STORM SERVICE LINE AND CLEANOUTS C-STRM-SERV
AcCmTransparency AcAecLayerStandard SEWER MAIN LINE PIPES C-SSWR-PIPE AcCmTransparency AcAecLayerStandard SEWER SERVICE LINE AND CLEANOUT C-SSWR-SERV AcAecLayerStandard TRIM LAYER FOR
MASKING C-TRIM-LINE AcCmTransparency AcAecLayerStandard WATER FITTING AND APPURTENANCES C-WATR-APRT AcCmTransparency AcAecLayerStandard WATER PLAN TEXT C-WATR-TEXT AcAecLayerStandard
EXISTING PROFILE GRADE V-PROF-EGND AcAecLayerStandard PROFILE OF FINISHED GRADE C-PROF-FGND AcAecLayerStandard TINN CURB FEATURE C-TINN-CURB-FEAT AcAecLayerStandard STORM STRUCTURES
C-STRM-STRC AcCmTransparency AcAecLayerStandard CORRIDOR ASSEMBLY C-CORR-ASSM AcCmTransparency AcAecLayerStandard CORRIDOR ROAD C-CORR AcCmTransparency AcAecLayerStandard TINN FEATURE
LINES C-TINN-GRAD-FEAT AcCmTransparency AcAecLayerStandard CENTERLINE ALIGNMENTS STATIONING C-PROP-CNTL-STAN AcCmTransparency AcAecLayerStandard TINN GRADING GROUPS C-TINN-GRAD-GROP
AcCmTransparency AcAecLayerStandard PROFILE VIEWS C-PROF AcAecLayerStandard PROFILE VIEW C-PROF-VIEW AcAecLayerStandard PROFILE VIEW TEXT (text displayed on all sheets) C-PROF-VIEW-TEXT
AcAecLayerStandard NO PLOT AND CONSTRUCTION ITEMS AND NOTES Z-NPLT AcAecLayerStandard PROFILE VIEW TITLE C-PROF-VIEW-TITL C- AcAecLayerStandard TINN FINISHED GROUND CONTOUR MAJOR
C-TINN-FGND-MAJR AcAecLayerStandard EXISTING STORM PLAN PIPE V-STRM-PIPE AcAecLayerStandard EXISTING STORM PROFILE V-STRM-PROF AcAecLayerStandard EXISTING SEWER PIPE V-SSWR-PIPE AcAecLayerStandard
EXISTING SEWER PROFILE V-SSWR-PROF AcCmTransparency AcAecLayerStandard SHEET TEXT C-ANNO-TEXT AcAecLayerStandard CENTERLINE TABLE C-PROP-CNTL-TABL AcAecLayerStandard CORRIDOR SECTIONS
C-CORR-SECT AcAecLayerStandard TINN GRADING SLOPE AND SPOT TEXT C-TINN-GRAD-TEXT AcAecLayerStandard CORRIDOR TEXT C-CORR-TEXT AcAecLayerStandard LOT TABLE C-PROP-LOTS-TABL AcAecLayerStandard
TINN EXIST GROUND CONTOUR MAJOR V-TINN-EGND-MAJR AcAecLayerStandard CORRIDOR LINKS C-CORR-LINK AcAecLayerStandard CORRIDOR SHAPES C-CORR-SHAP AcAecLayerStandard CORRIDOR SHAP PATT C-CORR-SHAP-PATT
AcAecLayerStandard SHEET MATCH LINE C-ANNO-MLIN AcAecLayerStandard SECTION SAMPLE LINE TEXT C-SAMP-TEXT AcAecLayerStandard EROSION RIPRAP C-EROS-RIPR AcAecLayerStandard CENTERLINE CONTROL
SYMBOLS C-PROP-CNTL-SYMB AcCmTransparency AcAecLayerStandard SAMPLE LINES C-SAMP-LINE AcCmTransparency AcAecLayerStandard UTILITY EASEMENT C-ESMT-UTIL AcAecLayerStandard SHEET LAYOUT
VIEWPORTS C-ANNO-VPRT AcAecLayerStandard DIMENSIONS C-ANNO-DIMS AcAecLayerStandard TINN DITCH FEATURE C-TINN-DTCH-FEAT AcAecLayerStandard TINN SURFACE CUT LINE C-TINN-CUT AcAecLayerStandard
TINN SURFACE FILL C-TINN-FILL AcAecLayerStandard TINN SLOPE FEATURES TOPS AND TOES C-TINN-WALL-FEAT AcAecLayerStandard ASSEMBLY SHAPE BORDER C-ASMB-SHAPE-BRDR AcAecLayerStandard ASSEMBLY
SHAPE C-ASMB-SHAPE AcAecLayerStandard COMMUNICATION STRUCTURE C-COMM-STRC AcAecLayerStandard ROAD ASPHALT PATTERN C-ROAD-ASPH-PATT AcAecLayerStandard LOT SETBACK LINE C-PROP-LOTS-SBCK
AcAecLayerStandard SECTION EXISTING SURFACE C-SECT-EGND AcAecLayerStandard SECTION POINT C-SECT-NODE AcAecLayerStandard SECTION VIEW TITLE C-SECT-VIEW-TITLE AcAecLayerStandard SECTION
VIEW BORDER C-SECT-BRDR AcAecLayerStandard SECTION VIEW AXIS TITLE C-SECT-AXIS-TITLE AcAecLayerStandard SECTION VIEW TEXT C-SECT-VIEW-TEXT AcAecLayerStandard SECTION VIEW AXIS TICKS
C-SECT-AXIS-TICKS AcAecLayerStandard SECTION GRID C-SECT-GRID AcAecLayerStandard ASSEMBLY BASE POINT C-ASMB-BASE-NODE AcAecLayerStandard ASSEMBLY OFFSET BASE PONT C-ASMB-OFFSET-NODE
AcAecLayerStandard ASSEMBLY BASE LINE C-ASMB-BASE-LINE AcAecLayerStandard ASSEMBLY OFFSET BASE LINE C-ASMB-OFFSET AcAecLayerStandard ASSEMBLY POINT C-ASMB-NODE AcAecLayerStandard NO
PLOT SYMBOLS FOR PLANS - PLOT ON PROFILES (USE FOR PROJECTIONS) Z-NPLT-SYMB AcCmTransparency AcAecLayerStandard WATER PART PROFILE C-WATR-PROF-APRT AcAecLayerStandard EROSION TEXT C-EROS-TEXT
AcAecLayerStandard EXISTING WATER PROFILE V-WATR-PROF AcAecLayerStandard EXISTING STORM STRUCTURE V-STRM-STRC 0-XREF AcCmTransparency AcAecLayerStandard SITE WALL TEXT C-SITE-WALL-TEXT
AcAecLayerStandard WATER MAINLINE PIPES C-WATR-PIPE AcCmTransparency AcAecLayerStandard WATER PIPE PROFILES C-WATR-PROF AcAecLayerStandard EXISTING PROFILE TEXT V-PROF-TEXT AcAecLayerStandard
ROAD PAVEMENT MARKINGS C-ROAD-MRKG AcAecLayerStandard trim AcAecLayerStandard SITE METAL AND CHAINLINK FENCING C-SITE-FENM AcCmTransparency AcAecLayerStandard STORM VAULT EXTERIOR C-STRM-VALT-EXTR
AcCmTransparency AcAecLayerStandard STORM VAULT INTERIOR C-STRM-VALT-INTR AcCmTransparency AcAecLayerStandard EROSION CONSTRUCTION ENTRANCE C-EROS-CNTE AcCmTransparency AcAecLayerStandard
EROSION TREE PROTECTION FENCING C-EROS-FENT AcAecLayerStandard EROSION SILT FENCING AcCmTransparency C-EROS-SILT AcCmTransparency AcAecLayerStandard EROSION CHECK DAMS C-EROS-RDAM AcCmTransparency
AcAecLayerStandard EROSION CONSTRUCTION ENTRANCE PATT C-EROS-CNTE-PATT AcAecLayerStandard TINN FINISHED GROUND SURFACE C-TINN-FGND AcAecLayerStandard TINN PROPOSED CONTOUR TEXT C-TINN-FGND-TEXT
AcCmTransparency AcAecLayerStandard TINN EXISTING CONTOUR TEXT V-TINN-EGND-TEXT AcCmTransparency AcAecLayerStandard SHEET MATCH LINE TEXT C-ANNO-MLIN-TEXT AcCmTransparency AcAecLayerStandard
WETLAND BOUNDARY LINE V-WETL-LINE AcCmTransparency AcAecLayerStandard WETLAND PATTERN V-WETL-PATT AcCmTransparency AcAecLayerStandard WETLAND BUFFER V-WETL-BUFF AcCmTransparency AcAecLayerStandard
WATER HYDRANTS C-WATR-HYDR AcCmTransparency AcAecLayerStandard WATER METERS C-WATR-METR AcCmTransparency AcAecLayerStandard TINN EXIST GROUND CONTOUR MAJOR V-TINN-EGND AcAecLayerStandard
DRAINAGE EASEMENT C-ESMT-STRM AcAecLayerStandard SEWER EASEMENT C-ESMT-SSWR AcAecLayerStandard WATER EASEMENT C-ESMT-WATR AcAecLayerStandard ACCESS EASEMENT C-ESMT-ACCS AcCmTransparency
AcAecLayerStandard SITE ACCESS PATTERN C-SITE-CONC-PATT AcCmTransparency AcAecLayerStandard ROAD SIDEWALK C-ROAD-SWLK AcCmTransparency AcAecLayerStandard ROAD SIDEWALK PATTERN C-ROAD-SWLK-PATT
AcCmTransparency AcAecLayerStandard STORM POND TOP C-STRM-POND-TOP AcCmTransparency AcAecLayerStandard STORM POND BOTTOM C-STRM-POND-BOTT AcCmTransparency AcAecLayerStandard SITE WOOD
FENCING C-SITE-FENW AcCmTransparency AcAecLayerStandard STORM SWALE PATTERN C-STRM-SWAL-PATT AcCmTransparency AcAecLayerStandard TINN FINISHED GRADE DAYLIGHT C-TINN-FGND-DAYL AcCmTransparency
AcAecLayerStandard ROAD ASPHALT PAVEMENT C-ROAD-ASPH AcCmTransparency AcAecLayerStandard ROAD SAWCUT C-ROAD-SAWC AcCmTransparency AcAecLayerStandard ROAD GRAVEL C-ROAD-GRVL AcAecLayerStandard
ROAD GRAVEL PATTERN C-ROAD-GRVL-PATT AcCmTransparency AcAecLayerStandard STORM PIPE FLOW ARROWS C-STRM-ARRO AcCmTransparency AcAecLayerStandard SEWER STRUCTURES C-SSWR-STRC AcCmTransparency
AcAecLayerStandard SEWER FLOW ARROWS C-SSWR-ARRO AcAecLayerStandard EXISTING PROFILE UTILITY AcCmTransparency V-WATR-PIPE AcAecLayerStandard ROAD CURBS C-ROAD-CURB AcAecLayerStandard
ROAD GUTTER C-ROAD-GUTT AcAecLayerStandard ROAD DRIVEWAYS C-ROAD-DRIV AcAecLayerStandard ROAD DRIVEWAY CONCRETE PATTERN C-ROAD-DRIV-PATT AcAecLayerStandard SITE TRAIL C-SITE-TRAL AcAecLayerStandard
SITE TRAIL PATTERN C-SITE-TRAL-PATT AcAecLayerStandard COMMUNICATION LINE C-COMM AcAecLayerStandard SITE PATH PATTERN C-SITE-PATH-PATT AcAecLayerStandard SITE CONCRETE PADS C-SITE-CONC
AcAecLayerStandard ROAD CONCRETE PATTERN C-ROAD-CONC-PATT AcAecLayerStandard ROAD SIDEWALK RAMP C-ROAD-RAMP AcAecLayerStandard ROAD SIDEWALK RAMP PATTERN C-ROAD-RAMP-PATT AcAecLayerStandard
SITE ROCK WALLS C-SITE-WALL-ROCK AcAecLayerStandard SITE BLOCK WALLS C-SITE-WALL-BLCK AcAecLayerStandard STORM SWALE C-STRM-SWAL AcAecLayerStandard EROSION SWALE C-EROS-SWAL AcAecLayerStandard
CLEARING LIMITS THIN BOLD LINE C-EROS-CLRG-THIN AcAecLayerStandard CLEARING LIMTS THICK SHADED LINE C-EROS-CLRG-THCK AcAecLayerStandard EROSION PIPE C-EROS-PIPE AcAecLayerStandard SEWER
PIPE TEXT C-SSWR-PIPE-TEXT AcAecLayerStandard STORM STORM PIPE TEXT C-STRM-PIPE-TEXT AcAecLayerStandard STORM POND WATER LEVEL LINE C-STRM-POND-WATR AcAecLayerStandard STORM VAULT WATER
LEVEL LINE C-STRM-VALT-WATR AcAecLayerStandard STORM RIP RAP C-STRM-RIPR AcCmTransparency AcAecLayerStandard EROSION CONSTRUCTION FENCING C-EROS-FENC AcCmTransparency AcAecLayerStandard
EXISTING WATER PLAN TEXT V-WATR-TEXT AcCmTransparency AcAecLayerStandard EXISTING STORM PLAN PIPE V-STRM-TEXT AcCmTransparency AcAecLayerStandard EXISTING SEWER PLAN PIPE TEXT V-SSWR-PIPE-TEXT
AcAecLayerStandard SITE STEEP SLOPE LINE C-SITE-SLOPE AcAecLayerStandard SITE STEEP SLOPE BUFFER C-SITE-SLOPE-BUFF AcAecLayerStandard ROAD OVERLAY PATTERN C-ROAD-OLAY-PATT AcAecLayerStandard
SITE MAILBOXES C-SITE-MBOX AcAecLayerStandard SITE SIGNS C-SITE-SIGN AcCmTransparency AcAecLayerStandard EXISTING SEWER PROFILE TEXT V-SSWR-PROF-TEXT AcCmTransparency AcAecLayerStandard
EXISTING STORM PROFILE PIPE TEXT V-STRM-PROF-TEXT AcCmTransparency AcAecLayerStandard EXIST WATER PROFILE PIPE TEXT V-WATR-PROF-TEXT AcCmTransparency AcAecLayerStandard WATER PROFILE
TEXT C-WATR-PROF-TEXT AcCmTransparency AcAecLayerStandard PROFILE ROAD VERTICAL CURVES TEXT(turned off on sewer and water plan) C-PROF-ROAD-TEXT AcCmTransparency AcAecLayerStandard
STORM PROFILE TEXT C-STRM-PROF-TEXT AcCmTransparency AcAecLayerStandard EROSION POND TOP C-EROS-POND-TOP AcCmTransparency AcAecLayerStandard STORM PROFILES C-STRM-PROF AcCmTransparency
AcAecLayerStandard STORM STRUCTURES TEXT C-STRM-STRC-TEXT AcCmTransparency AcAecLayerStandard EXISTING SEWER STRUCTURE V-SSWR-STRC AcCmTransparency AcAecLayerStandard SEWER PROFILES
C-SSWR-PROF AcCmTransparency AcAecLayerStandard PROFILE TEXT C-PROF-TEXT AcCmTransparency AcAecLayerStandard SITE PLANTER PATTERN C-SITE-PLNT-PATT AcCmTransparency AcAecLayerStandard
TINN BUILDING FEATURE C-TINN-BLDG-FEAT C-CORR-FEAT AcCmTransparency AcAecLayerStandard NO PLOT SYMBOLS FOR PLANS - PLOT ON PROFILES (USED FOR PROFILE DESIGN CHECKS) Z-NPLT-PROF AcAecLayerStandard
SEWER PIPE TEXT AcCmTransparency C-SSWR-STRC-TEXT AcAecLayerStandard EXISTING SEWER STRUCTURE AcCmTransparency C-SSWR-PROF-TEXT AcAecLayerStandard ROAD UTILITY LIGHTS C-UTIL-LITE AcCmTransparency
AcAecLayerStandard WETLAND BUFFER LINE C-WETL-BUFF-LINE AcAecLayerStandard AcCmTransparency X-SITE AcAecLayerStandard SHEET TEXT AcCmTransparency X-TOPO AcAecLayerStandard ASSEMBLY
OFFSET BASE PONT AcCmTransparency X-PLAT AcAecLayerStandard ASSEMBLY OFFSET BASE PONT AcCmTransparency X-UTIL AcCmTransparency AcAecLayerStandard STORM SERVICE PROFILES C-STRM-SERV-PROF
AcCmTransparency AcAecLayerStandard SEWER SERVICE PROFILES C-SSWR-SERV-PROF AcCmTransparency AcAecLayerStandard TINN FINISHED GRADE BOUNDARY C-TINN-FGND-BNDY AcAecLayerStandard Roadways:
assemblies and subassemblies C-ROAD-ASSM AcAecLayerStandard Roadways: assembly baseline C-ROAD-ASSM-BLIN AcAecLayerStandard Roadways: assembly offset C-ROAD-ASSM-OFFS AcAecLayerStandard
Roadways: feature line C-ROAD-FEAT AcAecLayerStandard Roadways: corridor and section links C-ROAD-LINK AcAecLayerStandard Roadways: corridor and section marks C-ROAD-MARK AcAecLayerStandard
Roadways: corridor and section shapes C-ROAD-SHAP AcAecLayerStandard Roadways: corridor and section shapes hatching C-ROAD-SHAP-PATT C-TOPO-FEAT AcCmTransparency AcAecLayerStandard
WATER MAINLINE PIPE NETWORK C-WATR-PIPE-NETW AcCmTransparency AcAecLayerStandard WATER PROFILE NETWORK C-WATR-PROF-NETW RAK {BOUNDARY CONTINUOUS F BOUNDARY} {TOPO CONTINUOUS F TOPO}
{CONTOURS CONTINUOUS F CONTOURS} {EXHIBIT CONTINUOUS F EXHIBIT} {BOUNDARY WORKSHEET CONTINUOUS F BOUNDARY WORKSHEET} {ACET-LAYISO Continuous F ACET-LAYISO} NORTH RAK {ACET-LAYISO Continuous
F ACET-LAYISO} TEXT AcXRefLayerPropertyOverride Titleblock -With Renton Seal|SH-TBLK-TITL-TXT AcXRefLayerPropertyOverride Titleblock -With Renton Seal|SH-TBLK-GRPH-SYM AcXRefLayerPropertyOverride
Titleblock -With Renton Seal|SH-TBLK-ATTR-TXT AcXRefLayerPropertyOverride Titleblock -With Renton Seal|SH-TBLK-TITL-LIN AcXRefLayerPropertyOverride Titleblock -With Renton Seal|SH-TBLK-CUTS-LIN
AcAecLayerStandard AcXRefLayerPropertyOverride Titleblock -With Renton Seal|JPB AcAecLayerStandard AcCmTransparency AcXRefLayerPropertyOverride Titleblock -With Renton Seal|JPB SIG
AcAecLayerStandard AcCmTransparency AcXRefLayerPropertyOverride Titleblock -With Renton Seal|ANNO-LAND AcAecLayerStandard AcCmTransparency AcXRefLayerPropertyOverride Titleblock -With
Renton Seal|ANNO-ENGR AcAecLayerStandard AcCmTransparency AcXRefLayerPropertyOverride Titleblock -With Renton Seal|ANNO-TEXT AcAecLayerStandard AcCmTransparency AcXRefLayerPropertyOverride
Titleblock -With Renton Seal|SHM AcAecLayerStandard AcCmTransparency AcXRefLayerPropertyOverride Titleblock -With Renton Seal|SH-TBLK-LOGO-SYM AcCmTransparency AcAecLayerStandard SHEET
TEXT AcXRefLayerPropertyOverride Titleblock -With Renton Seal|C-ANNO-TEXT AcXRefLayerPropertyOverride Titleblock -With Renton Seal|0-XREF AcCmTransparency AcAecLayerStandard Property
Dimensions AcXRefLayerPropertyOverride Titleblock -With Renton Seal|V-PROP-BNDY-DIMS AcAecLayerStandard AcCmTransparency AcXRefLayerPropertyOverride Titleblock -With Renton Seal|RDW
AcAecLayerStandard SHEET TEXT AcCmTransparency X-ADJACENT AcAecLayerStandard SHEET TEXT AcCmTransparency X-ARCH AcCmTransparency AcAecLayerStandard CENTERLINE ALIGNMENTS AcXRefLayerPropertyOverride
x18242 A|C-PROP-CNTL AcCmTransparency AcAecLayerStandard TINN EXIST GROUND MINOR CONTOUR AcXRefLayerPropertyOverride x18242 A|V-TINN-EGND-MINR AcCmTransparency AcAecLayerStandard TINN
FINISHED GROUND CONTOUR MINOR AcXRefLayerPropertyOverride x18242 A|C-TINN-FGND-MINR AcCmTransparency AcAecLayerStandard LOT DIMENSION AcXRefLayerPropertyOverride x18242 A|C-PROP-LOTS-DIMS
AcCmTransparency AcAecLayerStandard LOT LINE AcXRefLayerPropertyOverride x18242 A|C-PROP-LOTS-LINE AcCmTransparency AcAecLayerStandard LOT NUMBER AND AREAS AcXRefLayerPropertyOverride
x18242 A|C-PROP-LOTS-TEXT AcAecLayerStandard EROSION INLET FILTERS AcXRefLayerPropertyOverride x18242 A|C-EROS-INPR AcCmTransparency AcAecLayerStandard STORM MAIN LINE PIPE AcXRefLayerPropertyOverri
de x18242 A|C-STRM-PIPE AcCmTransparency AcAecLayerStandard STORM SERVICE LINE AND CLEANOUTS AcXRefLayerPropertyOverride x18242 A|C-STRM-SERV AcCmTransparency AcAecLayerStandard SEWER
MAIN LINE PIPES AcXRefLayerPropertyOverride x18242 A|C-SSWR-PIPE AcCmTransparency AcAecLayerStandard SEWER SERVICE LINE AND CLEANOUT AcXRefLayerPropertyOverride x18242 A|C-SSWR-SERV
AcAecLayerStandard TRIM LAYER FOR MASKING AcXRefLayerPropertyOverride x18242 A|C-TRIM-LINE AcCmTransparency AcAecLayerStandard WATER FITTING AND APPURTENANCES AcXRefLayerPropertyOverride
x18242 A|C-WATR-APRT AcCmTransparency AcAecLayerStandard WATER PLAN TEXT AcXRefLayerPropertyOverride x18242 A|C-WATR-TEXT AcAecLayerStandard EXISTING PROFILE GRADE AcXRefLayerPropertyOverride
x18242 A|V-PROF-EGND AcAecLayerStandard PROFILE OF FINISHED GRADE AcXRefLayerPropertyOverride x18242 A|C-PROF-FGND AcAecLayerStandard STORM STRUCTURES AcXRefLayerPropertyOverride x18242
A|C-STRM-STRC AcCmTransparency AcAecLayerStandard CORRIDOR ASSEMBLY AcXRefLayerPropertyOverride x18242 A|C-CORR-ASSM AcCmTransparency AcAecLayerStandard CORRIDOR ROAD AcXRefLayerPropertyOverride
x18242 A|C-CORR AcCmTransparency AcAecLayerStandard TINN FEATURE LINES AcXRefLayerPropertyOverride x18242 A|C-TINN-GRAD-FEAT AcCmTransparency AcAecLayerStandard CENTERLINE ALIGNMENTS
STATIONING AcXRefLayerPropertyOverride x18242 A|C-PROP-CNTL-STAN AcCmTransparency AcAecLayerStandard TINN GRADING GROUPS AcXRefLayerPropertyOverride x18242 A|C-TINN-GRAD-GROP AcCmTransparency
AcAecLayerStandard PROFILE VIEWS AcXRefLayerPropertyOverride x18242 A|C-PROF AcAecLayerStandard PROFILE VIEW AcXRefLayerPropertyOverride x18242 A|C-PROF-VIEW AcAecLayerStandard PROFILE
VIEW TEXT (text displayed on all sheets) AcXRefLayerPropertyOverride x18242 A|C-PROF-VIEW-TEXT AcAecLayerStandard NO PLOT AND CONSTRUCTION ITEMS AND NOTES AcXRefLayerPropertyOverride
x18242 A|Z-NPLT AcAecLayerStandard PROFILE VIEW TITLE AcXRefLayerPropertyOverride x18242 A|C-PROF-VIEW-TITL AcXRefLayerPropertyOverride x18242 A|C- AcAecLayerStandard TINN FINISHED
GROUND CONTOUR MAJOR AcXRefLayerPropertyOverride x18242 A|C-TINN-FGND-MAJR AcAecLayerStandard EXISTING STORM PLAN PIPE AcXRefLayerPropertyOverride x18242 A|V-STRM-PIPE AcAecLayerStandard
EXISTING STORM PROFILE AcXRefLayerPropertyOverride x18242 A|V-STRM-PROF AcAecLayerStandard EXISTING SEWER PIPE AcXRefLayerPropertyOverride x18242 A|V-SSWR-PIPE AcAecLayerStandard EXISTING
SEWER PROFILE AcXRefLayerPropertyOverride x18242 A|V-SSWR-PROF AcCmTransparency AcAecLayerStandard SHEET TEXT AcXRefLayerPropertyOverride x18242 A|C-ANNO-TEXT AcAecLayerStandard CENTERLINE
TABLE AcXRefLayerPropertyOverride x18242 A|C-PROP-CNTL-TABL AcAecLayerStandard CORRIDOR SECTIONS AcXRefLayerPropertyOverride x18242 A|C-CORR-SECT AcAecLayerStandard TINN GRADING SLOPE
AND SPOT TEXT AcXRefLayerPropertyOverride x18242 A|C-TINN-GRAD-TEXT AcAecLayerStandard CORRIDOR TEXT AcXRefLayerPropertyOverride x18242 A|C-CORR-TEXT AcAecLayerStandard LOT TABLE AcXRefLayerProperty
Override x18242 A|C-PROP-LOTS-TABL AcAecLayerStandard TINN EXIST GROUND CONTOUR MAJOR AcXRefLayerPropertyOverride x18242 A|V-TINN-EGND-MAJR AcAecLayerStandard CORRIDOR LINKS AcXRefLayerPropertyOverri
de x18242 A|C-CORR-LINK AcAecLayerStandard CORRIDOR SHAPES AcXRefLayerPropertyOverride x18242 A|C-CORR-SHAP AcAecLayerStandard CORRIDOR SHAP PATT AcXRefLayerPropertyOverride x18242 A|C-CORR-SHAP-PATT
AcAecLayerStandard SECTION SAMPLE LINE TEXT AcXRefLayerPropertyOverride x18242 A|C-SAMP-TEXT AcCmTransparency AcAecLayerStandard SAMPLE LINES AcXRefLayerPropertyOverride x18242 A|C-SAMP-LINE
AcAecLayerStandard SHEET LAYOUT VIEWPORTS AcXRefLayerPropertyOverride x18242 A|C-ANNO-VPRT AcAecLayerStandard DIMENSIONS AcXRefLayerPropertyOverride x18242 A|C-ANNO-DIMS AcAecLayerStandard
COMMUNICATION STRUCTURE AcXRefLayerPropertyOverride x18242 A|C-COMM-STRC AcAecLayerStandard ASSEMBLY BASE POINT AcXRefLayerPropertyOverride x18242 A|C-ASMB-BASE-NODE AcAecLayerStandard
ASSEMBLY OFFSET BASE PONT AcXRefLayerPropertyOverride x18242 A|C-ASMB-OFFSET-NODE AcAecLayerStandard ASSEMBLY BASE LINE AcXRefLayerPropertyOverride x18242 A|C-ASMB-BASE-LINE AcAecLayerStandard
ASSEMBLY OFFSET BASE LINE AcXRefLayerPropertyOverride x18242 A|C-ASMB-OFFSET AcAecLayerStandard ASSEMBLY POINT AcXRefLayerPropertyOverride x18242 A|C-ASMB-NODE AcAecLayerStandard NO
PLOT SYMBOLS FOR PLANS - PLOT ON PROFILES (USE FOR PROJECTIONS) AcXRefLayerPropertyOverride x18242 A|Z-NPLT-SYMB AcCmTransparency AcAecLayerStandard WATER PART PROFILE AcXRefLayerPropertyOverride
x18242 A|C-WATR-PROF-APRT AcAecLayerStandard EROSION TEXT AcXRefLayerPropertyOverride x18242 A|C-EROS-TEXT AcAecLayerStandard EXISTING WATER PROFILE AcXRefLayerPropertyOverride x18242
A|V-WATR-PROF AcAecLayerStandard EXISTING STORM STRUCTURE AcXRefLayerPropertyOverride x18242 A|V-STRM-STRC AcCmTransparency AcAecLayerStandard SITE ACCESS PATTERN AcXRefLayerPropertyOverride
x18242 A|C-SITE-CONC-PATT AcAecLayerStandard EXISTING PROFILE UTILITY AcCmTransparency AcXRefLayerPropertyOverride x18242 A|V-WATR-PIPE AcAecLayerStandard SITE CONCRETE PADS AcXRefLayerPropertyOverr
ide x18242 A|C-SITE-CONC AcCmTransparency AcAecLayerStandard STORM STRUCTURES TEXT AcXRefLayerPropertyOverride x18242 A|C-STRM-STRC-TEXT AcCmTransparency AcAecLayerStandard EXISTING
SEWER STRUCTURE AcXRefLayerPropertyOverride x18242 A|V-SSWR-STRC AcCmTransparency AcAecLayerStandard PROFILE TEXT AcXRefLayerPropertyOverride x18242 A|C-PROF-TEXT AcXRefLayerPropertyOverride
x18242 A|C-CORR-FEAT AcCmTransparency AcAecLayerStandard STORM SERVICE PROFILES AcXRefLayerPropertyOverride x18242 A|C-STRM-SERV-PROF AcCmTransparency AcAecLayerStandard SEWER SERVICE
PROFILES AcXRefLayerPropertyOverride x18242 A|C-SSWR-SERV-PROF AcAecLayerStandard Roadways: assemblies and subassemblies AcXRefLayerPropertyOverride x18242 A|C-ROAD-ASSM AcAecLayerStandard
Roadways: assembly baseline AcXRefLayerPropertyOverride x18242 A|C-ROAD-ASSM-BLIN AcAecLayerStandard Roadways: assembly offset AcXRefLayerPropertyOverride x18242 A|C-ROAD-ASSM-OFFS
AcAecLayerStandard Roadways: feature line AcXRefLayerPropertyOverride x18242 A|C-ROAD-FEAT AcAecLayerStandard Roadways: corridor and section marks AcXRefLayerPropertyOverride x18242
A|C-ROAD-MARK AcAecLayerStandard Roadways: corridor and section shapes AcXRefLayerPropertyOverride x18242 A|C-ROAD-SHAP AcAecLayerStandard Roadways: corridor and section shapes hatching
AcXRefLayerPropertyOverride x18242 A|C-ROAD-SHAP-PATT AcXRefLayerPropertyOverride x18242 A|C-TOPO-FEAT AcAecLayerStandard AcCmTransparency AcXRefLayerPropertyOverride x18242 A|SP063
AcAecLayerStandard SITE ACCESS PATTERN AcCmTransparency AcXRefLayerPropertyOverride x18242 A|C-SITE-EXBLD AcAecLayerStandard ZERO AcCmTransparency AcXRefLayerPropertyOverride x18242
A|C-ROOF-LINE AcAecLayerStandard ZERO AcCmTransparency AcXRefLayerPropertyOverride x18242 A|C-SITE-PROPBLD-LINE AcCmTransparency AcAecLayerStandard CENTERLINE ALIGNMENTS AcXRefLayerPropertyOverride
x18242 S|C-PROP-CNTL AcCmTransparency AcAecLayerStandard TINN EXIST GROUND MINOR CONTOUR AcXRefLayerPropertyOverride x18242 S|V-TINN-EGND-MINR AcCmTransparency AcAecLayerStandard TINN
FINISHED GROUND CONTOUR MINOR AcXRefLayerPropertyOverride x18242 S|C-TINN-FGND-MINR AcCmTransparency AcAecLayerStandard LOT DIMENSION AcXRefLayerPropertyOverride x18242 S|C-PROP-LOTS-DIMS
AcCmTransparency AcAecLayerStandard LOT LINE AcXRefLayerPropertyOverride x18242 S|C-PROP-LOTS-LINE AcCmTransparency AcAecLayerStandard LOT NUMBER AND AREAS AcXRefLayerPropertyOverride
x18242 S|C-PROP-LOTS-TEXT AcAecLayerStandard EROSION INLET FILTERS AcXRefLayerPropertyOverride x18242 S|C-EROS-INPR AcCmTransparency AcAecLayerStandard STORM MAIN LINE PIPE AcXRefLayerPropertyOverri
de x18242 S|C-STRM-PIPE AcCmTransparency AcAecLayerStandard STORM SERVICE LINE AND CLEANOUTS AcXRefLayerPropertyOverride x18242 S|C-STRM-SERV AcCmTransparency AcAecLayerStandard SEWER
MAIN LINE PIPES AcXRefLayerPropertyOverride x18242 S|C-SSWR-PIPE AcCmTransparency AcAecLayerStandard SEWER SERVICE LINE AND CLEANOUT AcXRefLayerPropertyOverride x18242 S|C-SSWR-SERV
AcAecLayerStandard TRIM LAYER FOR MASKING AcXRefLayerPropertyOverride x18242 S|C-TRIM-LINE AcCmTransparency AcAecLayerStandard WATER FITTING AND APPURTENANCES AcXRefLayerPropertyOverride
x18242 S|C-WATR-APRT AcCmTransparency AcAecLayerStandard WATER PLAN TEXT AcXRefLayerPropertyOverride x18242 S|C-WATR-TEXT AcAecLayerStandard EXISTING PROFILE GRADE AcXRefLayerPropertyOverride
x18242 S|V-PROF-EGND AcAecLayerStandard PROFILE OF FINISHED GRADE AcXRefLayerPropertyOverride x18242 S|C-PROF-FGND AcAecLayerStandard STORM STRUCTURES AcXRefLayerPropertyOverride x18242
S|C-STRM-STRC AcCmTransparency AcAecLayerStandard CORRIDOR ASSEMBLY AcXRefLayerPropertyOverride x18242 S|C-CORR-ASSM AcCmTransparency AcAecLayerStandard CORRIDOR ROAD AcXRefLayerPropertyOverride
x18242 S|C-CORR AcCmTransparency AcAecLayerStandard TINN FEATURE LINES AcXRefLayerPropertyOverride x18242 S|C-TINN-GRAD-FEAT AcCmTransparency AcAecLayerStandard CENTERLINE ALIGNMENTS
STATIONING AcXRefLayerPropertyOverride x18242 S|C-PROP-CNTL-STAN AcCmTransparency AcAecLayerStandard TINN GRADING GROUPS AcXRefLayerPropertyOverride x18242 S|C-TINN-GRAD-GROP AcCmTransparency
AcAecLayerStandard PROFILE VIEWS AcXRefLayerPropertyOverride x18242 S|C-PROF AcAecLayerStandard PROFILE VIEW AcXRefLayerPropertyOverride x18242 S|C-PROF-VIEW AcAecLayerStandard PROFILE
VIEW TEXT (text displayed on all sheets) AcXRefLayerPropertyOverride x18242 S|C-PROF-VIEW-TEXT AcAecLayerStandard NO PLOT AND CONSTRUCTION ITEMS AND NOTES AcXRefLayerPropertyOverride
x18242 S|Z-NPLT AcAecLayerStandard PROFILE VIEW TITLE AcXRefLayerPropertyOverride x18242 S|C-PROF-VIEW-TITL AcXRefLayerPropertyOverride x18242 S|C- AcAecLayerStandard TINN FINISHED
GROUND CONTOUR MAJOR AcXRefLayerPropertyOverride x18242 S|C-TINN-FGND-MAJR AcAecLayerStandard EXISTING STORM PLAN PIPE AcXRefLayerPropertyOverride x18242 S|V-STRM-PIPE AcAecLayerStandard
EXISTING STORM PROFILE AcXRefLayerPropertyOverride x18242 S|V-STRM-PROF AcAecLayerStandard EXISTING SEWER PIPE AcXRefLayerPropertyOverride x18242 S|V-SSWR-PIPE AcAecLayerStandard EXISTING
SEWER PROFILE AcXRefLayerPropertyOverride x18242 S|V-SSWR-PROF AcCmTransparency AcAecLayerStandard SHEET TEXT AcXRefLayerPropertyOverride x18242 S|C-ANNO-TEXT AcAecLayerStandard CENTERLINE
TABLE AcXRefLayerPropertyOverride x18242 S|C-PROP-CNTL-TABL AcAecLayerStandard CORRIDOR SECTIONS AcXRefLayerPropertyOverride x18242 S|C-CORR-SECT AcAecLayerStandard TINN GRADING SLOPE
AND SPOT TEXT AcXRefLayerPropertyOverride x18242 S|C-TINN-GRAD-TEXT AcAecLayerStandard CORRIDOR TEXT AcXRefLayerPropertyOverride x18242 S|C-CORR-TEXT AcAecLayerStandard LOT TABLE AcXRefLayerProperty
Override x18242 S|C-PROP-LOTS-TABL AcAecLayerStandard TINN EXIST GROUND CONTOUR MAJOR AcXRefLayerPropertyOverride x18242 S|V-TINN-EGND-MAJR AcAecLayerStandard CORRIDOR LINKS AcXRefLayerPropertyOverri
de x18242 S|C-CORR-LINK AcAecLayerStandard CORRIDOR SHAPES AcXRefLayerPropertyOverride x18242 S|C-CORR-SHAP AcAecLayerStandard CORRIDOR SHAP PATT AcXRefLayerPropertyOverride x18242 S|C-CORR-SHAP-PATT
AcAecLayerStandard SECTION SAMPLE LINE TEXT AcXRefLayerPropertyOverride x18242 S|C-SAMP-TEXT AcCmTransparency AcAecLayerStandard SAMPLE LINES AcXRefLayerPropertyOverride x18242 S|C-SAMP-LINE
AcAecLayerStandard SHEET LAYOUT VIEWPORTS AcXRefLayerPropertyOverride x18242 S|C-ANNO-VPRT AcAecLayerStandard DIMENSIONS AcXRefLayerPropertyOverride x18242 S|C-ANNO-DIMS AcAecLayerStandard
COMMUNICATION STRUCTURE AcXRefLayerPropertyOverride x18242 S|C-COMM-STRC AcAecLayerStandard ASSEMBLY BASE POINT AcXRefLayerPropertyOverride x18242 S|C-ASMB-BASE-NODE AcAecLayerStandard
ASSEMBLY OFFSET BASE PONT AcXRefLayerPropertyOverride x18242 S|C-ASMB-OFFSET-NODE AcAecLayerStandard ASSEMBLY BASE LINE AcXRefLayerPropertyOverride x18242 S|C-ASMB-BASE-LINE AcAecLayerStandard
ASSEMBLY OFFSET BASE LINE AcXRefLayerPropertyOverride x18242 S|C-ASMB-OFFSET AcAecLayerStandard ASSEMBLY POINT AcXRefLayerPropertyOverride x18242 S|C-ASMB-NODE AcAecLayerStandard NO
PLOT SYMBOLS FOR PLANS - PLOT ON PROFILES (USE FOR PROJECTIONS) AcXRefLayerPropertyOverride x18242 S|Z-NPLT-SYMB AcCmTransparency AcAecLayerStandard WATER PART PROFILE AcXRefLayerPropertyOverride
x18242 S|C-WATR-PROF-APRT AcAecLayerStandard EROSION TEXT AcXRefLayerPropertyOverride x18242 S|C-EROS-TEXT AcAecLayerStandard EXISTING WATER PROFILE AcXRefLayerPropertyOverride x18242
S|V-WATR-PROF AcAecLayerStandard EXISTING STORM STRUCTURE AcXRefLayerPropertyOverride x18242 S|V-STRM-STRC AcCmTransparency AcAecLayerStandard SITE ACCESS PATTERN AcXRefLayerPropertyOverride
x18242 S|C-SITE-CONC-PATT AcAecLayerStandard EXISTING PROFILE UTILITY AcCmTransparency AcXRefLayerPropertyOverride x18242 S|V-WATR-PIPE ADSK_XREC_LAYER_COLOR_OVR {ADSK_LYR_COLOR_OVERRIDE
} {ADSK_LYR_COLOR_OVERRIDE } AcAecLayerStandard SITE CONCRETE PADS AcXRefLayerPropertyOverride x18242 S|C-SITE-CONC AcCmTransparency AcAecLayerStandard STORM STRUCTURES TEXT AcXRefLayerPropertyOverr
ide x18242 S|C-STRM-STRC-TEXT AcCmTransparency AcAecLayerStandard EXISTING SEWER STRUCTURE AcXRefLayerPropertyOverride x18242 S|V-SSWR-STRC AcCmTransparency AcAecLayerStandard PROFILE
TEXT AcXRefLayerPropertyOverride x18242 S|C-PROF-TEXT AcXRefLayerPropertyOverride x18242 S|C-CORR-FEAT AcCmTransparency AcAecLayerStandard STORM SERVICE PROFILES AcXRefLayerPropertyOverride
x18242 S|C-STRM-SERV-PROF AcCmTransparency AcAecLayerStandard SEWER SERVICE PROFILES AcXRefLayerPropertyOverride x18242 S|C-SSWR-SERV-PROF AcAecLayerStandard Roadways: assemblies and
subassemblies AcXRefLayerPropertyOverride x18242 S|C-ROAD-ASSM AcAecLayerStandard Roadways: assembly baseline AcXRefLayerPropertyOverride x18242 S|C-ROAD-ASSM-BLIN AcAecLayerStandard
Roadways: assembly offset AcXRefLayerPropertyOverride x18242 S|C-ROAD-ASSM-OFFS AcAecLayerStandard Roadways: feature line AcXRefLayerPropertyOverride x18242 S|C-ROAD-FEAT AcAecLayerStandard
Roadways: corridor and section marks AcXRefLayerPropertyOverride x18242 S|C-ROAD-MARK AcAecLayerStandard Roadways: corridor and section shapes AcXRefLayerPropertyOverride x18242 S|C-ROAD-SHAP
AcAecLayerStandard Roadways: corridor and section shapes hatching AcXRefLayerPropertyOverride x18242 S|C-ROAD-SHAP-PATT AcXRefLayerPropertyOverride x18242 S|C-TOPO-FEAT AcAecLayerStandard
ZERO AcCmTransparency AcXRefLayerPropertyOverride x18242 A|C-SITE-PROBBLD-INTER-LINE AcCmTransparency AcAecLayerStandard Arch Ph II Parking Lot AcXRefLayerPropertyOverride x18242 A|C-PHASE
2 PARKING AcAecLayerStandard ZERO AcCmTransparency AcXRefLayerPropertyOverride x18242 A|C-SITE-PROPBLD-PATT AcXRefLayerPropertyOverride x18242 S|C-SP-CURB AcXRefLayerPropertyOverride
x18242 S|C-HATCH-CONCRETE AcXRefLayerPropertyOverride x18242 S|C-SP-SIDEWALK-N AcAecLayerStandard SITE ACCESS PATTERN AcCmTransparency AcXRefLayerPropertyOverride x18242 S|C-SITE-BLOCK-WALL
AcAecLayerStandard ZERO AcCmTransparency AcXRefLayerPropertyOverride x18242 S|C-REMV-REPLC AcAecLayerStandard ZERO AcCmTransparency AcXRefLayerPropertyOverride x18242 S|C-REMV-REPLC-PATT
AcAecLayerStandard SEWER EASEMENT AcCmTransparency AcXRefLayerPropertyOverride x18242 S|C-ESMT-ROW AcAecLayerStandard SEWER EASEMENT AcCmTransparency AcXRefLayerPropertyOverride x18242
S|C-BUFF-LDSP AcAecLayerStandard ZERO AcCmTransparency C-REMV-REPLC-PATT AcCmTransparency AcAecLayerStandard PLAN SECTION LOCATION C-ANNO-SEC AcCmTransparency AcAecLayerStandard SECTION
VIEW C-ANNO-SEC-DET AcCmTransparency C-TINN-EGND-TEXT $AUDIT_BAD_LAYER1 AcCmTransparency C-TINN-FGND (S)-TEXT AcAecLayerStandard SHEET TEXT AcCmTransparency C-DTAL-CLOT AcAecLayerStandard
Roadways: assembly baseline AcCmTransparency AcXRefLayerPropertyOverride x18242 S|C-ROAD-CURB AcXRefLayerPropertyOverride x18242 A|SP069 AcAecLayerStandard AcCmTransparency AcXRefLayerPropertyOverri
de x18242 A|UK083 AcAecLayerStandard AcCmTransparency AcXRefLayerPropertyOverride x18242 A|SP069b AcAecLayerStandard AcCmTransparency AcXRefLayerPropertyOverride x18242 A|UP003 AcAecLayerStandard
AcCmTransparency AcXRefLayerPropertyOverride x18242 A|SP063 PHASE 2 AcXRefLayerPropertyOverride x18242 S|SP033 AcAecLayerStandard AcCmTransparency AcXRefLayerPropertyOverride x18242
S|SP063 AcCmTransparency AcAecLayerStandard SITE PEDISTIRAN WALKWAY AcXRefLayerPropertyOverride x18242 S|C-SITE-PEDS-WKWY AcCmTransparency AcAecLayerStandard SITE PEDISTIRAN BENCH AcXRefLayerPropert
yOverride x18242 S|C-SITE-PEDS-BENCH AcCmTransparency AcAecLayerStandard EXTERIOR SEATING DETAIL C-DTAL-IMAGE AcCmTransparency AcXRefLayerPropertyOverride 2386.03 C3D|C-UT-SEWER-PIPE-N
AcAecLayerStandard Roadways: corridor and section marks AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-MARK AcAecLayerStandard Roadways: stationing AcXRefLayerPropertyOverride 2386.03
C3D|C-ROAD-STAN AcAecLayerStandard Roadways: corridor AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-CORR AcAecLayerStandard AcCmTransparency AcXRefLayerPropertyOverride 2386.03 C3D|C-HYDR-CTCH-DSP
T AcXRefLayerPropertyOverride 2386.03 C3D|C-HYDR-CTCH-FSPT AcXRefLayerPropertyOverride 2386.03 C3D|C-HYDR-CTCH-HDPT AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-INTS AcXRefLayerPropertyOverride
2386.03 C3D|C-TOPO-FEAT AcAecLayerStandard Survey: lines AcXRefLayerPropertyOverride 2386.03 C3D|V-SURV-LINE AcAecLayerStandard Survey Buildings: outline AcXRefLayerPropertyOverride
2386.03 C3D|V-BLDG-OTLN AcAecLayerStandard Survey Road: curbs AcXRefLayerPropertyOverride 2386.03 C3D|V-ROAD-CURB AcAecLayerStandard Survey Site: fences AcXRefLayerPropertyOverride
2386.03 C3D|V-SITE-FNCE AcAecLayerStandard Survey Road: centerline AcXRefLayerPropertyOverride 2386.03 C3D|V-ROAD-CNTR AcAecLayerStandard Survey Site: vegetation, trees, shrubs AcXRefLayerPropertyOv
erride 2386.03 C3D|V-SITE-VEGE AcAecLayerStandard Survey Control points: known points AcXRefLayerPropertyOverride 2386.03 C3D|V-CTRL-NODE-KNOW AcAecLayerStandard Survey Control points:
sideshots AcXRefLayerPropertyOverride 2386.03 C3D|V-CTRL-NODE-SHOT AcAecLayerStandard Survey Control points: unknown points AcXRefLayerPropertyOverride 2386.03 C3D|V-CTRL-NODE-UNKN
AcAecLayerStandard Roadways: feature line AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-FEAT AcAecLayerStandard Roadways: corridor and section links AcXRefLayerPropertyOverride 2386.03
C3D|C-ROAD-LINK AcAecLayerStandard Roadways: corridor and section shapes AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-SHAP AcAecLayerStandard Roadways: corridor and section shapes
hatching AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-SHAP-PATT AcAecLayerStandard Roadways: corridor patterns AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-CORR-PATT AcAecLayerStandard
Roadways: section labels AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-SECT-LABL AcCmTransparency AcAecLayerStandard General Note Label AcXRefLayerPropertyOverride 2386.03 C3D|C-LB-NOTE-GENERAL
AcCmTransparency AcAecLayerStandard NE Note Label AcXRefLayerPropertyOverride 2386.03 C3D|C-LB-NOTE-NE AcAecLayerStandard Sta Offset Note Label AcXRefLayerPropertyOverride 2386.03 C3D|C-LB-NOTE-STA
OFFSET AcCmTransparency AcAecLayerStandard Curve Label AcXRefLayerPropertyOverride 2386.03 C3D|C-LB-CURVE AcAecLayerStandard Property: bearing AcXRefLayerPropertyOverride 2386.03 C3D|C-PROPERTY-BRNG
AcAecLayerStandard Bearing Label AcXRefLayerPropertyOverride 2386.03 C3D|C-LB-LINE-BEARING AcAecLayerStandard Bearing Distance Label AcXRefLayerPropertyOverride 2386.03 C3D|C-LB-LINE-BEARING
DISTANCE AcAecLayerStandard Distance Label AcXRefLayerPropertyOverride 2386.03 C3D|C-LB-LINE-DISTANCE AcAecLayerStandard Grade Slope Label AcXRefLayerPropertyOverride 2386.03 C3D|C-LB-LINE-GRADE
SLOPE AcAecLayerStandard Survey Node AcXRefLayerPropertyOverride 2386.03 C3D|V-NODE AcAecLayerStandard Survey Node: text AcXRefLayerPropertyOverride 2386.03 C3D|V-NODE-TEXT AcAecLayerStandard
Survey Control points: benchmark. AcXRefLayerPropertyOverride 2386.03 C3D|V-CTRL-BMRK AcAecLayerStandard Survey Node: baseline AcXRefLayerPropertyOverride 2386.03 C3D|V-NODE-BNDY
AcAecLayerStandard Survey Node: storm sewer and appurtenances points. AcXRefLayerPropertyOverride 2386.03 C3D|V-NODE-STRM AcXRefLayerPropertyOverride 2386.03 C3D|V-NODE-BORE AcAecLayerStandard
Survey Node: gas line & appurtenances points. AcXRefLayerPropertyOverride 2386.03 C3D|V-NODE-NGAS AcAecLayerStandard Survey Node: pole points (power, telephone, etc.). AcXRefLayerPropertyOverride
2386.03 C3D|V-NODE-POLE AcAecLayerStandard Survey Control points: horizontal. AcXRefLayerPropertyOverride 2386.03 C3D|V-CTRL-HCPT AcAecLayerStandard Survey Node: water line and appurtenances
points. AcXRefLayerPropertyOverride 2386.03 C3D|V-NODE-WATER AcAecLayerStandard Survey Node: sanitary sewer and appurtenances points. AcXRefLayerPropertyOverride 2386.03 C3D|V-NODE-SSWR
AcAecLayerStandard Survey Node: tree points. AcXRefLayerPropertyOverride 2386.03 C3D|V-NODE-TREE AcAecLayerStandard Survey Node: sign. AcXRefLayerPropertyOverride 2386.03 C3D|V-NODE-SIGN
AcAecLayerStandard Survey Conrtol points: vertical. AcXRefLayerPropertyOverride 2386.03 C3D|V-CTRL-VCPT AcAecLayerStandard Civil: Table Borders AcXRefLayerPropertyOverride 2386.03
C3D|C-ANNO-TABL-TTBL AcAecLayerStandard Civil: Table AcXRefLayerPropertyOverride 2386.03 C3D|C-ANNO-TABL AcAecLayerStandard Civil: Table Hatch AcXRefLayerPropertyOverride 2386.03 C3D|C-ANNO-TABL-PAT
T AcAecLayerStandard Civil: Table Title AcXRefLayerPropertyOverride 2386.03 C3D|C-ANNO-TABL-TITL AcAecLayerStandard Civil: Table Text AcXRefLayerPropertyOverride 2386.03 C3D|C-ANNO-TABL-TEXT
AcAecLayerStandard Triangulated irregular network AcXRefLayerPropertyOverride 2386.03 C3D|C-TINN AcAecLayerStandard Triangulated irregular network: triangle view AcXRefLayerPropertyOverride
2386.03 C3D|C-TINN-VIEW AcAecLayerStandard Triangulated irregular network: boundary AcXRefLayerPropertyOverride 2386.03 C3D|C-TINN-BNDY AcAecLayerStandard Existing Major Contour Line
AcXRefLayerPropertyOverride 2386.03 C3D|C-TOPO-CONTOUR-MAJOR-E AcAecLayerStandard Existing Minor Contour Line AcXRefLayerPropertyOverride 2386.03 C3D|C-TOPO-CONTOUR-MINOR-E AcAecLayerStandard
Topography: user contours AcXRefLayerPropertyOverride 2386.03 C3D|C-TOPO-USER AcAecLayerStandard Topography: watershed AcXRefLayerPropertyOverride 2386.03 C3D|C-TOPO-WATERSHED AcXRefLayerPropertyO
verride 2386.03 C3D|C-TOPO-CONTOUR-MAJOR-NO PLOT-E AcXRefLayerPropertyOverride 2386.03 C3D|C-TOPO-CONTOUR-MINOR-NO PLOT-E AcCmTransparency AcAecLayerStandard Minor Contour Line AcXRefLayerPropertyOve
rride 2386.03 C3D|C-TOPO-CONTOUR-MAJOR-NO PLOT-N AcAecLayerStandard Minor Contour Line AcCmTransparency AcXRefLayerPropertyOverride 2386.03 C3D|C-TOPO-CONTOUR-MINOR-NO PLOT-N AcAecLayerStandard
Major Contour Line AcXRefLayerPropertyOverride 2386.03 C3D|C-TOPO-CONTOUR-MAJOR-N AcAecLayerStandard Minor Contour Line AcXRefLayerPropertyOverride 2386.03 C3D|C-TOPO-CONTOUR-MINOR-N
AcAecLayerStandard Topography: major contours, NEW AcXRefLayerPropertyOverride 2386.03 C3D|C-TOPO-MAJR-N AcAecLayerStandard Topography: minor contours, NEW AcXRefLayerPropertyOverride
2386.03 C3D|C-TOPO-MINR-N AcAecLayerStandard Topography: watershed AcXRefLayerPropertyOverride 2386.03 C3D|C-TOPO-WSHD AcAecLayerStandard Topography: major gridlines AcXRefLayerPropertyOverride
2386.03 C3D|C-TOPO-MAJR AcAecLayerStandard Topography: minor gridlines AcXRefLayerPropertyOverride 2386.03 C3D|C-TOPO-MINR AcAecLayerStandard Ex Countour Major Label AcXRefLayerPropertyOverride
2386.03 C3D|C-LB-SURFACE-CONTOUR MAJOR-E AcAecLayerStandard Ex Countour Minor Label AcXRefLayerPropertyOverride 2386.03 C3D|C-LB-SURFACE-CONTOUR MINOR-E AcAecLayerStandard Minor Contour
Label AcXRefLayerPropertyOverride 2386.03 C3D|C-LB-SURFACE-CONTOUR MINOR-N AcAecLayerStandard Major Contour Label AcXRefLayerPropertyOverride 2386.03 C3D|C-LB-SURFACE-CONTOUR MAJOR-N
AcAecLayerStandard Percent Slope Label AcXRefLayerPropertyOverride 2386.03 C3D|C-LB-SURFACE-SLOPE PERCENT AcAecLayerStandard Run Over Rise Label AcXRefLayerPropertyOverride 2386.03
C3D|C-LB-SURFACE-SLOPE-RUN OVER RISE AcAecLayerStandard Spot Elevation Label AcXRefLayerPropertyOverride 2386.03 C3D|C-LB-SURFACE-SPOT ELEVATION AcAecLayerStandard Topography: watershed
text AcXRefLayerPropertyOverride 2386.03 C3D|C-TOPO-LB-WATERSHED AcAecLayerStandard Property: reserved AcXRefLayerPropertyOverride 2386.03 C3D|C-PROPERTY-OPEN SPACE AcAecLayerStandard
Property: boundary AcXRefLayerPropertyOverride 2386.03 C3D|C-PROPERTY-BNDY AcAecLayerStandard Easements: roadway AcXRefLayerPropertyOverride 2386.03 C3D|C-PROPERTY-RIGHT OF WAY AcAecLayerStandard
Property: lots AcXRefLayerPropertyOverride 2386.03 C3D|C-PROPERTY-LOTS AcAecLayerStandard Property: label AcXRefLayerPropertyOverride 2386.03 C3D|C-PROPERTY-TEXT AcAecLayerStandard
Topography: grading cut material AcXRefLayerPropertyOverride 2386.03 C3D|C-TOPO-GRAD-CUTS AcAecLayerStandard Topography: grading fill material AcXRefLayerPropertyOverride 2386.03 C3D|C-TOPO-GRAD-FIL
L AcAecLayerStandard Topography: grading AcXRefLayerPropertyOverride 2386.03 C3D|C-TOPO-GRAD AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-ALIGNMENT-UTILITY-N AcAecLayerStandard Roadways:
labels AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-LABL AcAecLayerStandard Roadways: PVI extention lines AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-LINE-EXTENTION AcAecLayerStandard
Roadways: centerline, NEW AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-ALIGNMENT-CENTERLINE-N AcAecLayerStandard Roadways: centerline AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-CNTR
AcAecLayerStandard Roadways: centerline AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-ALIGNMENT-CENTERLINE-E AcAecLayerStandard Roadways: tangent lines AcXRefLayerPropertyOverride
2386.03 C3D|C-ROAD-LINE AcAecLayerStandard Roadways: curves AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-CURV AcAecLayerStandard Roadways: spirals AcXRefLayerPropertyOverride 2386.03
C3D|C-ROAD-SPIR AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-ALIGNMENT-CENTERLINE-OFFSET-N AcAecLayerStandard Roadways: centerline, NEW AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-CNTR-N
AcAecLayerStandard Roadways: PVI extention lines AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-LINE-EXTN AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-ALIGNMENT-SAWCUT AcAecLayerStandard
Roadways: major stationing labels AcXRefLayerPropertyOverride 2386.03 C3D|C-LB-ROAD-STATION-MAJOR AcAecLayerStandard Roadways: stationing AcXRefLayerPropertyOverride 2386.03 C3D|C-LB-ROAD-STATION-G
EOMETRY POINIT AcXRefLayerPropertyOverride 2386.03 C3D|C-LB-ROAD-STATION EQUATION AcAecLayerStandard Roadways: minor stationing labels AcXRefLayerPropertyOverride 2386.03 C3D|C-LB-ROAD-STATION-MINOR
AcXRefLayerPropertyOverride 2386.03 C3D|C-ANNO AcAecLayerStandard Roadways: bearings AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-BRNG AcAecLayerStandard Roadways: text AcXRefLayerPropertyOverride
2386.03 C3D|C-ROAD-TEXT AcAecLayerStandard Roadways: profiles AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-PROF AcAecLayerStandard Roadways: profile geometry points AcXRefLayerPropertyOverride
2386.03 C3D|C-ROAD-PROF-PNTS AcAecLayerStandard Roadways: profile new AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-PROF-PROP AcAecLayerStandard Roadways: profile text AcXRefLayerPropertyOverride
2386.03 C3D|C-ROAD-PROF-TEXT AcAecLayerStandard Roadways: centerline extention AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-PROF-LINE-EXTN AcAecLayerStandard Roadways: profile vertical
lines AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-PROF-LINE AcAecLayerStandard Roadways: profile vertical curves AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-PROF-CURV AcAecLayerStandard
Roadways: profile parabolic curves AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-PROF-PARB AcAecLayerStandard Roadways: profile assymetrical curves AcXRefLayerPropertyOverride 2386.03
C3D|C-ROAD-PROF-ASMC AcAecLayerStandard Roadways: profile left offset sample lines AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-PROF-LTOF AcAecLayerStandard Roadways: profile right
offset sample lines AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-PROF-RTOF AcAecLayerStandard Roadways: profile new AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-PROF-N AcAecLayerStandard
Roadways: profile geometry point labels AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-PROF-STAN-GEOM AcAecLayerStandard Roadways: profile major station labels AcXRefLayerPropertyOverride
2386.03 C3D|C-ROAD-PROF-STAN-MAJR AcAecLayerStandard Roadways: profile minor station labels AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-PROF-STAN-MINR AcAecLayerStandard Roadways:
profile label AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-PROF-TITL AcAecLayerStandard Roadways: profile label AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-PROF-TTLB AcAecLayerStandard
Roadways: profile gridline @ major stations AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-PROF-GRID-MAJR AcAecLayerStandard Roadways: profile gridline @ minor stations AcXRefLayerPropertyOverride
2386.03 C3D|C-ROAD-PROF-GRID-MINR AcAecLayerStandard Roadways: profile gridline @ geometry points AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-PROF-GRID-GEOM AcAecLayerStandard Roadways:
profile grid AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-PROF-GRID AcAecLayerStandard Roadways: profile label AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-PROF-LABL AcAecLayerStandard
Roadways: profile tick marks AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-PROF-TICK AcAecLayerStandard Roadways: profile band diagrams AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-PROF-DIAG
AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-SELV-VIEW-TITL AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-SELV-VIEW-TTLB AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-SELV-VIEW-TEXT
AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-SELV-VIEW-TICK AcAecLayerStandard AcCmTransparency AcXRefLayerPropertyOverride 2386.03 C3D|C-RAIL-CANT-VIEW-TITL AcAecLayerStandard AcCmTransparency
AcXRefLayerPropertyOverride 2386.03 C3D|C-RAIL-CANT-VIEW-LEFT AcAecLayerStandard AcCmTransparency AcXRefLayerPropertyOverride 2386.03 C3D|C-RAIL-CANT-VIEW-TEXT AcAecLayerStandard AcCmTransparency
AcXRefLayerPropertyOverride 2386.03 C3D|C-RAIL-CANT-VIEW-TICK AcAecLayerStandard AcCmTransparency AcXRefLayerPropertyOverride 2386.03 C3D|C-RAIL-CANT-VIEW-RGHT AcAecLayerStandard AcCmTransparency
AcXRefLayerPropertyOverride 2386.03 C3D|C-RAIL-CANT-VIEW-TTLB AcAecLayerStandard AcCmTransparency AcXRefLayerPropertyOverride 2386.03 C3D|C-RAIL-CANT-VIEW-CNTR AcAecLayerStandard AcCmTransparency
AcXRefLayerPropertyOverride 2386.03 C3D|C-RAIL-CANT-VIEW-EQLB AcAecLayerStandard Roadways: sample lines AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-SAMP AcAecLayerStandard Roadways:
sample lines text AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-SAMP-TEXT AcAecLayerStandard Roadways: grade in sections AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-SECT AcAecLayerStandard
Roadways: section, NEW AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-SECT-N AcAecLayerStandard Roadways: section text AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-SECT-TEXT AcAecLayerStandard
Roadways: section title AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-SECT-TITL AcAecLayerStandard Roadways: section tick marks AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-SECT-TICK
AcAecLayerStandard Roadways: section grid AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-SECT-GRID AcAecLayerStandard Roadways: section diagram AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-SECT-DI
AG AcAecLayerStandard Roadways: section border AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-SECT-TTLB AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-MASS-LINE AcXRefLayerPropertyOverride
2386.03 C3D|C-ROAD-MASS-LINE-FREE AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-MASS-LINE-OVER AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-MASS-VIEW-TITL AcXRefLayerPropertyOverride
2386.03 C3D|C-ROAD-MASS-VIEW-TEXT AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-MASS-VIEW-TTLB AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-MASS-VIEW-GRID-MAJR AcXRefLayerPropertyOverride
2386.03 C3D|C-ROAD-MASS-VIEW-GRID-MINR AcXRefLayerPropertyOverride 2386.03 C3D|C-HYDR-CTCH-BNDY AcXRefLayerPropertyOverride 2386.03 C3D|C-HYDR-CTCH-FPTH AcAecLayerStandard AcCmTransparency
AcXRefLayerPropertyOverride 2386.03 C3D|C-HYDR-TEXT AcXRefLayerPropertyOverride 2386.03 C3D|C-HYDR-CTCH-FPTH-TEXT AcAecLayerStandard Storm Sewer: centerline AcXRefLayerPropertyOverride
2386.03 C3D|C-STRM-CNTR AcAecLayerStandard Storm Sewer: piping AcXRefLayerPropertyOverride 2386.03 C3D|C-STRM-PIPE AcAecLayerStandard Storm Sewer: piping, hatching AcXRefLayerPropertyOverride
2386.03 C3D|C-STRM-PIPE-PATT AcAecLayerStandard Storm Sewer: profile AcXRefLayerPropertyOverride 2386.03 C3D|C-STRM-PROF AcXRefLayerPropertyOverride 2386.03 C3D|C-UT-GAS-PIPE-DOUBLE-E
AcXRefLayerPropertyOverride 2386.03 C3D|C-UT-GAS-PIPE-PROFILE-E AcXRefLayerPropertyOverride 2386.03 C3D|C-UT-GAS-PIPE-E AcXRefLayerPropertyOverride 2386.03 C3D|C-UT-SEWER-PIPE-SURVEY-E
AcAecLayerStandard Sanitary Sewer: piping AcXRefLayerPropertyOverride 2386.03 C3D|C-SSWR-PIPE AcAecLayerStandard Sanitary Sewer: piping, hatching AcXRefLayerPropertyOverride 2386.03
C3D|C-SSWR-PIPE-PATT AcAecLayerStandard Sanitary Sewer: profile AcXRefLayerPropertyOverride 2386.03 C3D|C-SSWR-PROF AcXRefLayerPropertyOverride 2386.03 C3D|C-UT-SEWER-PIPE-PROFILE-E
AcXRefLayerPropertyOverride 2386.03 C3D|C-UT-SEWER-PIPE-E AcXRefLayerPropertyOverride 2386.03 C3D|C-UT-SEWER-PIPE-DOUBLE-N AcXRefLayerPropertyOverride 2386.03 C3D|C-UT-STORM-PIPE-DOUBLE-E
AcXRefLayerPropertyOverride 2386.03 C3D|C-UT-SEWER-PIPE-PROFILE-N AcXRefLayerPropertyOverride 2386.03 C3D|C-UT-STORM-PIPE-SURVEY-E AcXRefLayerPropertyOverride 2386.03 C3D|C-UT-STORM-PIPE-PROFILE-E
AcAecLayerStandard Hydrolic Grade Line AcXRefLayerPropertyOverride 2386.03 C3D|C-UT-STORM-HGL AcAecLayerStandard Energy Grade Line AcXRefLayerPropertyOverride 2386.03 C3D|C-UT-STORM-EGL
AcXRefLayerPropertyOverride 2386.03 C3D|C-UT-STORM-PIPE-DOUBLE-N AcXRefLayerPropertyOverride 2386.03 C3D|C-UT-STORM-PIPE-PROFILE-N AcXRefLayerPropertyOverride 2386.03 C3D|C-UT-STORM-PIPE-N
AcXRefLayerPropertyOverride 2386.03 C3D|C-UT-STORM-PIPE-END-PROFILE-N AcXRefLayerPropertyOverride 2386.03 C3D|C-UT-STORM-PIPE-E AcXRefLayerPropertyOverride 2386.03 C3D|C-UT-PIPE-CROSSING
AcXRefLayerPropertyOverride 2386.03 C3D|C-UT-PIPE-UTILITY-CROSSING AcAecLayerStandard Sanitary Sewer: centerline AcXRefLayerPropertyOverride 2386.03 C3D|C-UT-SEWER-CENTERLINE AcXRefLayerPropertyOver
ride 2386.03 C3D|C-UT-STORM-PIPE-CROSSING-E AcXRefLayerPropertyOverride 2386.03 C3D|C-UT-WATER-PIPE-SURVEY-E AcXRefLayerPropertyOverride 2386.03 C3D|C-UT-WATER-PIPE-PROFILE-E AcXRefLayerPropertyOverr
ide 2386.03 C3D|C-UT-WATER-PIPE-END-PROFILE-N AcXRefLayerPropertyOverride 2386.03 C3D|C-UT-WATER-PIPE-N AcXRefLayerPropertyOverride 2386.03 C3D|C-UT-WATER-PIPE-DOUBLE-N AcXRefLayerPropertyOverride
2386.03 C3D|C-UT-WATER-PIPE-PROFILE-N AcXRefLayerPropertyOverride 2386.03 C3D|C-UT-WATER-PIPE-DOUBLE-E AcXRefLayerPropertyOverride 2386.03 C3D|C-UT-WATER-PIPE-E AcAecLayerStandard AcCmTransparency
AcXRefLayerPropertyOverride 2386.03 C3D|C-UT-WATER-PIPE-END-PROFILE-E AcXRefLayerPropertyOverride 2386.03 C3D|C-UT-LB-PIPE-FLOW ARROW AcAecLayerStandard Storm Sewer: text AcXRefLayerPropertyOverride
2386.03 C3D|C-UT-LB-STORM-PIPE AcAecLayerStandard Storm Sewer: text AcXRefLayerPropertyOverride 2386.03 C3D|C-STRM-TEXT AcXRefLayerPropertyOverride 2386.03 C3D|C-UT-LB-PIPE-CROSSING
AcXRefLayerPropertyOverride 2386.03 C3D|C-UT-LB-SEWER-PIPE-N AcCmTransparency AcAecLayerStandard Water Network: text AcXRefLayerPropertyOverride 2386.03 C3D|C-UT-LB-WATER-PIPE-N AcCmTransparency
AcAecLayerStandard Plan View Area Drain AcXRefLayerPropertyOverride 2386.03 C3D|C-UT-STORM-STRUCTURE-AREA DRAIN AcAecLayerStandard Storm Sewer: structures, hatching AcXRefLayerPropertyOverride
2386.03 C3D|C-STRM-STRC-PATT AcAecLayerStandard Storm Sewer: structures AcXRefLayerPropertyOverride 2386.03 C3D|C-STRM-STRC AcXRefLayerPropertyOverride 2386.03 C3D|C-UT-STORM-STRUCTURE-PROFILE-N
AcAecLayerStandard AcCmTransparency AcXRefLayerPropertyOverride 2386.03 C3D|C-UT-STORM-STRUCTURE-PIPE-PROFILE-N AcCmTransparency AcAecLayerStandard Plan View Existing Area Drain AcXRefLayerPropertyO
verride 2386.03 C3D|C-UT-STORM-STRUCTURE-AREA DRAIN-E AcXRefLayerPropertyOverride 2386.03 C3D|C-UT-STORM-STRUCTURE-PROFILE-E AcAecLayerStandard AcCmTransparency AcXRefLayerPropertyOverride
2386.03 C3D|C-UT-STORM-STRUCTURE-PIPE-PROFILE-E AcAecLayerStandard Plan View Storm Structure AcXRefLayerPropertyOverride 2386.03 C3D|C-UT-STORM-STRUCTURE-N AcAecLayerStandard Plan View
Existing Storm Structure AcXRefLayerPropertyOverride 2386.03 C3D|C-UT-STORM-STRUCTURE-E AcXRefLayerPropertyOverride 2386.03 C3D|C-UT-SCJ NULL-STRUCTURE AcAecLayerStandard AcCmTransparency
AcXRefLayerPropertyOverride 2386.03 C3D|C-UT-SCJ NULL-STRUCTURE-PIPE-PROFILE AcAecLayerStandard Sanitary Sewer: structures AcXRefLayerPropertyOverride 2386.03 C3D|C-SSWR-STRC AcXRefLayerPropertyOver
ride 2386.03 C3D|C-UT-SCJ NULL-STRUCTURE-PROFILE AcAecLayerStandard Sanitary Sewer: structures, hatching AcXRefLayerPropertyOverride 2386.03 C3D|C-SSWR-STRC-PATT AcAecLayerStandard AcCmTransparency
AcXRefLayerPropertyOverride 2386.03 C3D|C-UT-STORM-PIPE-END-N AcXRefLayerPropertyOverride 2386.03 C3D|C-UT-STORM-NULL-STRUCTURE-PROFILE AcXRefLayerPropertyOverride 2386.03 C3D|C-UT-SEWER-NULL-STRUCT
URE AcXRefLayerPropertyOverride 2386.03 C3D|C-UT-SEWER-NULL-STRUCTURE-PROFILE AcXRefLayerPropertyOverride 2386.03 C3D|C-UT-SEWER-NULL-STRUCTURE-PIPE-PROFILE AcXRefLayerPropertyOverride
2386.03 C3D|C-UT-SEWER-STRUCTURE-N AcXRefLayerPropertyOverride 2386.03 C3D|C-UT-SEWER-STRUCTURE-PROFILE-N AcXRefLayerPropertyOverride 2386.03 C3D|C-UT-SEWER-STRUCTURE-E AcXRefLayerPropertyOverride
2386.03 C3D|C-UT-SEWER-STRUCTURE-PROFILE-E AcXRefLayerPropertyOverride 2386.03 C3D|C-UT-STORM-NULL-STRUCTURE-PIPE-PROFILE AcXRefLayerPropertyOverride 2386.03 C3D|C-UT-WATER-NULL-STRUCTURE
AcXRefLayerPropertyOverride 2386.03 C3D|C-UT-WATER-NULL-STRUCTURE-PROFILE AcXRefLayerPropertyOverride 2386.03 C3D|C-UT-WATER-NULL-STRUCTURE-PIPE-PROFILE AcCmTransparency AcAecLayerStandard
Sewer Structure Label AcXRefLayerPropertyOverride 2386.03 C3D|C-UT-LB-SEWER-STRUCTURE-N AcAecLayerStandard Storm Structure Label AcXRefLayerPropertyOverride 2386.03 C3D|C-UT-LB-STORM-STRUCTURE
AcAecLayerStandard Waer Structure Label AcXRefLayerPropertyOverride 2386.03 C3D|C-UT-LB-WATER-STRUCTURE-N AcCmTransparency AcAecLayerStandard Water Network: centerline AcXRefLayerPropertyOverride
2386.03 C3D|C-UT-PRESSURE-WATER-CENTER-N AcCmTransparency AcAecLayerStandard Water Network: pressure pipe AcXRefLayerPropertyOverride 2386.03 C3D|C-UT-PRESSURE-WATER-N AcCmTransparency
AcAecLayerStandard Water Network: pressure pipe, hatching AcXRefLayerPropertyOverride 2386.03 C3D|C-WATER-PIPE-PATT AcCmTransparency AcAecLayerStandard Water Network: profile AcXRefLayerPropertyOver
ride 2386.03 C3D|C-UT-PRESSURE-WATER-NULL-STRUCTURE-PROFILE AcAecLayerStandard Water Network: section AcXRefLayerPropertyOverride 2386.03 C3D|C-WATER-SECTION AcCmTransparency AcAecLayerStandard
Water Network: text AcXRefLayerPropertyOverride 2386.03 C3D|C-UT-LB-WATER-N AcCmTransparency AcAecLayerStandard Water Network: fittings AcXRefLayerPropertyOverride 2386.03 C3D|C-UT-PRESSURE-WATER-NU
LL-FITTING AcAecLayerStandard Water Network: fittings, hatching AcXRefLayerPropertyOverride 2386.03 C3D|C-WATER-FITTING-PATT AcCmTransparency AcAecLayerStandard Water Network: appurtenances
AcXRefLayerPropertyOverride 2386.03 C3D|C-WATER-APPT AcAecLayerStandard Water Network: appurtenances, hatching AcXRefLayerPropertyOverride 2386.03 C3D|C-WATER-APPT-PATT AcAecLayerStandard
Roadways: corridor boundary AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-CORR-BNDY AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-INTS-TEXT AcAecLayerStandard Roadways: assembly
baseline AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-ASSM-BLIN AcAecLayerStandard Roadways: assembly offset AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-ASSM-OFFS AcAecLayerStandard
Roadways: assemblies and subassemblies AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-ASSM AcAecLayerStandard Survey Control points: traverse AcXRefLayerPropertyOverride 2386.03 C3D|V-CTRL-TRAV
AcAecLayerStandard Survey Control points: traverse network AcXRefLayerPropertyOverride 2386.03 C3D|V-CTRL-LINE-NETW AcAecLayerStandard Survey Control points: traverse lines AcXRefLayerPropertyOverri
de 2386.03 C3D|V-CTRL-LINE-DIRC AcAecLayerStandard Survey Control points: traverse sideshot AcXRefLayerPropertyOverride 2386.03 C3D|V-CTRL-LINE-SHOT AcAecLayerStandard Survey Control
points: traverse errors AcXRefLayerPropertyOverride 2386.03 C3D|V-CTRL-TRAV-ERRO AcAecLayerStandard Survey: text AcXRefLayerPropertyOverride 2386.03 C3D|V-SURV-LABL AcXRefLayerPropertyOverride
2386.03 C3D|C-ANNO-VFRM AcXRefLayerPropertyOverride 2386.03 C3D|C-ANNO-MATC AcXRefLayerPropertyOverride 2386.03 C3D|C-ANNO-MATC-PATT AcXRefLayerPropertyOverride 2386.03 C3D|C-ANNO-MATC-TEXT
AcXRefLayerPropertyOverride 2386.03 C3D|A-BLDG-FPRT AcXRefLayerPropertyOverride 2386.03 C3D|A-PROPERTY-LINE AcXRefLayerPropertyOverride 2386.03 C3D|A-BLDG-UTIL AcXRefLayerPropertyOverride
2386.03 C3D|A-BLDG-SITE AcXRefLayerPropertyOverride 2386.03 C3D|A-BLDG AcXRefLayerPropertyOverride 2386.03 C3D|V-SITE-SCAN AcAecLayerStandard AcCmTransparency AcXRefLayerPropertyOverride
2386.03 C3D|_XREF AcXRefLayerPropertyOverride 2386.03 C3D|C-ANNO-VFRM-TEXT AcAecLayerStandard AcCmTransparency AcXRefLayerPropertyOverride 2386.03 C3D|C-HYDR-CTCH AcXRefLayerPropertyOverride
2386.03 C3D|C-ROAD AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-MASS-VIEW AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-SECT-TABL AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-SELV-VIEW
AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-TABL AcXRefLayerPropertyOverride 2386.03 C3D|C-STRM-PIPE-TEXT AcXRefLayerPropertyOverride 2386.03 C3D|C-STRM-SCTN AcXRefLayerPropertyOverride
2386.03 C3D|C-STRM-TABL AcXRefLayerPropertyOverride 2386.03 C3D|C-TOPO-GRAD-TEXT AcAecLayerStandard Topography: text AcXRefLayerPropertyOverride 2386.03 C3D|C-TOPO-TEXT AcXRefLayerPropertyOverride
2386.03 C3D|V-SURV-FIGR AcXRefLayerPropertyOverride 2386.03 C3D|V-SURV-NTWK AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-CORR-SCTN AcXRefLayerPropertyOverride 2386.03 C3D|C-TOPO-GRID
AcXRefLayerPropertyOverride 2386.03 C3D|C-STRM AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-SHAP-TABL AcXRefLayerPropertyOverride 2386.03 C3D|V-NODE-TABL AcXRefLayerPropertyOverride
2386.03 C3D|C-ROAD-PROF-VIEW AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-SECT-VIEW AcXRefLayerPropertyOverride 2386.03 C3D|C-TOPO AcXRefLayerPropertyOverride 2386.03 C3D|C-TOPO-TABL
AcCmTransparency AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-TEXT-test AcAecLayerStandard Water Network: section AcXRefLayerPropertyOverride 2386.03 C3D|C-WATR-SCTN AcCmTransparency
AcAecLayerStandard Water Network: appurtenances AcXRefLayerPropertyOverride 2386.03 C3D|C-WATR-APPT AcXRefLayerPropertyOverride 2386.03 C3D|C-PROP-LINE-TEXT AcAecLayerStandard Water
Network: table AcXRefLayerPropertyOverride 2386.03 C3D|C-WATR-TABL AcXRefLayerPropertyOverride 2386.03 C3D|C-PROP AcXRefLayerPropertyOverride 2386.03 C3D|C-PROP-TABL AcCmTransparency
AcXRefLayerPropertyOverride 2386.03 C3D|C-WATR-PIPE AcCmTransparency AcXRefLayerPropertyOverride 2386.03 C3D|C-WATR-FITT AcCmTransparency AcXRefLayerPropertyOverride 2386.03 C3D|C-WATR-TEXT
AcAecLayerStandard Property: boundary AcXRefLayerPropertyOverride 2386.03 C3D|C-PROP-BNDY AcAecLayerStandard Property: label AcXRefLayerPropertyOverride 2386.03 C3D|C-PROP-TEXT AcXRefLayerPropertyO
verride 2386.03 C3D|C-SP-BUILDING AcCmTransparency AcXRefLayerPropertyOverride 2386.03 C3D|C-TOPO-FG AcCmTransparency AcXRefLayerPropertyOverride 2386.03 C3D|C-TOPO-TEXT-FG AcCmTransparency
AcXRefLayerPropertyOverride 2386.03 C3D|C-TOPO-EG AcCmTransparency AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-ALIGNMENT-A-LINE AcCmTransparency AcXRefLayerPropertyOverride 2386.03
C3D|C-ROAD-TEXT-A-LINE AcAecLayerStandard AcCmTransparency AcXRefLayerPropertyOverride 2386.03 C3D|_SAWCUT AcCmTransparency AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-ALIGNMENT-WALL
1 - TOP AcCmTransparency AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-ALIGNMENT-WALL 1 - BOTTOM AcCmTransparency AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-ALIGNMENT-WALL 2 -
TOP AcCmTransparency AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-ALIGNMENT-WALL 2 - BOTTOM AcCmTransparency AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-ALIGNMENT-A-LINE GUTTER
LINE AcCmTransparency AcAecLayerStandard Storm Sewer: structures AcXRefLayerPropertyOverride 2386.03 C3D|C-STRM-STRC-VAULT AcAecLayerStandard AcCmTransparency AcXRefLayerPropertyOverride
2386.03 C3D|C-UT-STORM-STRUCTURE AcXRefLayerPropertyOverride 2386.03 C3D|C-UT-SEWER-MANHOLE ADSK_XREC_LAYER_COLOR_OVR {ADSK_LYR_COLOR_OVERRIDE } AcXRefLayerPropertyOverride 2386.03
C3D|C-WATR-INST-Fire Hydrant AcXRefLayerPropertyOverride 2386.03 C3D|C-UT-WATER-METER-SYM ADSK_XREC_LAYER_COLOR_OVR {ADSK_LYR_COLOR_OVERRIDE } AcXRefLayerPropertyOverride 2386.03 C3D|C-WATR-INST-Val
ve AcXRefLayerPropertyOverride 2386.03 C3D|C-WATR-INST AcAecLayerStandard AcCmTransparency AcXRefLayerPropertyOverride 2386.03 C3D|C-UTILITY AcXRefLayerPropertyOverride 2386.03 C3D|C-UT-ROOF
DRAIN AcAecLayerStandard AcCmTransparency AcXRefLayerPropertyOverride 2386.03 C3D|FOUNDATION DRAINS AcCmTransparency AcAecLayerStandard Storm Sewer: piping AcXRefLayerPropertyOverride
2386.03 C3D|C-STRM-PIPE-option 2 AcCmTransparency AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-ALIGNMENT-STORM AcCmTransparency AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-TEXT-STORM
AcCmTransparency AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-ALIGNMENT-STORM 2 AcCmTransparency AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-TEXT-STORM 2 AcXRefLayerPropertyOverride
2386.03 C3D|C-SV-EASEMENT-WATER AcCmTransparency AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-ALIGNMENT-WATER 01 AcCmTransparency AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-TEXT-WATER
01 AcCmTransparency AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-ALIGNMENT-WATER 02 AcCmTransparency AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-TEXT-WATER 02 AcCmTransparency
AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-ALIGNMENT-WATER 03 AcCmTransparency AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-TEXT-WATER 03 AcCmTransparency AcXRefLayerPropertyOverride
2386.03 C3D|C-ROAD-ALIGNMENT-SEWER PROFILE #1 AcCmTransparency AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-ALIGNMENT-SEWER PROFILE #2 AcXRefLayerPropertyOverride 2386.03 C3D|C-SV-PROPERTY-LINE
AcXRefLayerPropertyOverride 2386.03 C3D|C-UT-GAS AcAecLayerStandard AcXRefLayerPropertyOverride 2386.03 C3D|C-UTIL-WTRM-SYM AcXRefLayerPropertyOverride 2386.03 C3D|C-UT-WATER-PIPE AcCmTransparency
AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-ALIGNMENT-Talbot Cross Section AcCmTransparency AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-TEXT-STORM PROFILE #2 AcAecLayerStandard
AcCmTransparency AcXRefLayerPropertyOverride 2386.03 C3D|GAS CROSSING AcCmTransparency AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-ALIGNMENT-STORM PROFILE #3 AcCmTransparency AcXRefLayerPropertyO
verride 2386.03 C3D|C-ROAD-ALIGNMENT-STORM PROFILE #4 AcCmTransparency AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-ALIGNMENT-STORM PROFILE #5 AcCmTransparency AcXRefLayerPropertyOverride
2386.03 C3D|C-ROAD-TEXT-SEWER PROFILE #1 AcCmTransparency AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-TEXT-STORM PROFILE #1 AcCmTransparency AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-TEXT-ST
ORM PROFILE #3 AcCmTransparency AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-TEXT-STORM PROFILE #5 AcCmTransparency AcXRefLayerPropertyOverride 2386.03 C3D|C-ROAD-TEXT-STORM PROFILE
#4 AcXRefLayerPropertyOverride 2386.03 C3D|C-SP-WALL AcCmTransparency AcAecLayerStandard CENTERLINE ALIGNMENTS AcXRefLayerPropertyOverride Weatherly FG Surface|C-PROP-CNTL AcCmTransparency
AcAecLayerStandard TINN EXIST GROUND MINOR CONTOUR AcXRefLayerPropertyOverride Weatherly FG Surface|V-TINN-EGND-MINR AcCmTransparency AcAecLayerStandard TINN FINISHED GROUND CONTOUR
MINOR AcXRefLayerPropertyOverride Weatherly FG Surface|C-TINN-FGND-MINR AcCmTransparency AcAecLayerStandard LOT DIMENSION AcXRefLayerPropertyOverride Weatherly FG Surface|C-PROP-LOTS-DIMS
AcCmTransparency AcAecLayerStandard LOT LINE AcXRefLayerPropertyOverride Weatherly FG Surface|C-PROP-LOTS-LINE AcCmTransparency AcAecLayerStandard LOT NUMBER AND AREAS AcXRefLayerPropertyOverride
Weatherly FG Surface|C-PROP-LOTS-TEXT AcAecLayerStandard EROSION INLET FILTERS AcXRefLayerPropertyOverride Weatherly FG Surface|C-EROS-INPR AcCmTransparency AcAecLayerStandard STORM
MAIN LINE PIPE AcXRefLayerPropertyOverride Weatherly FG Surface|C-STRM-PIPE AcCmTransparency AcAecLayerStandard STORM SERVICE LINE AND CLEANOUTS AcXRefLayerPropertyOverride Weatherly
FG Surface|C-STRM-SERV AcCmTransparency AcAecLayerStandard SEWER MAIN LINE PIPES AcXRefLayerPropertyOverride Weatherly FG Surface|C-SSWR-PIPE AcCmTransparency AcAecLayerStandard SEWER
SERVICE LINE AND CLEANOUT AcXRefLayerPropertyOverride Weatherly FG Surface|C-SSWR-SERV-PIPE AcAecLayerStandard TRIM LAYER FOR MASKING AcXRefLayerPropertyOverride Weatherly FG Surface|C-TRIM-LINE
AcCmTransparency AcAecLayerStandard WATER FITTING AND APPURTENANCES AcXRefLayerPropertyOverride Weatherly FG Surface|C-WATR-APRT AcCmTransparency AcAecLayerStandard WATER PLAN TEXT
AcXRefLayerPropertyOverride Weatherly FG Surface|C-WATR-TEXT AcAecLayerStandard EXISTING PROFILE GRADE AcXRefLayerPropertyOverride Weatherly FG Surface|V-PROF-EGND AcAecLayerStandard
PROFILE OF FINISHED GRADE AcXRefLayerPropertyOverride Weatherly FG Surface|C-PROF-FGND AcAecLayerStandard TINN CURB FEATURE AcXRefLayerPropertyOverride Weatherly FG Surface|C-TINN-CURB-FEAT
AcAecLayerStandard STORM STRUCTURES AcXRefLayerPropertyOverride Weatherly FG Surface|C-STRM-STRC AcCmTransparency AcAecLayerStandard CORRIDOR ASSEMBLY AcXRefLayerPropertyOverride Weatherly
FG Surface|C-CORR-ASSM AcCmTransparency AcAecLayerStandard CORRIDOR ROAD AcXRefLayerPropertyOverride Weatherly FG Surface|C-CORR AcCmTransparency AcAecLayerStandard TINN FEATURE LINES
AcXRefLayerPropertyOverride Weatherly FG Surface|C-TINN-GRAD-FEAT AcCmTransparency AcAecLayerStandard CENTERLINE ALIGNMENTS STATIONING AcXRefLayerPropertyOverride Weatherly FG Surface|C-PROP-CNTL-ST
AN AcCmTransparency AcAecLayerStandard TINN GRADING GROUPS AcXRefLayerPropertyOverride Weatherly FG Surface|C-TINN-GRAD-GROP AcCmTransparency AcAecLayerStandard PROFILE VIEWS AcXRefLayerPropertyOverr
ide Weatherly FG Surface|C-PROF AcAecLayerStandard PROFILE VIEW AcXRefLayerPropertyOverride Weatherly FG Surface|C-PROF-VIEW AcAecLayerStandard PROFILE VIEW TEXT (text displayed on all
sheets) AcXRefLayerPropertyOverride Weatherly FG Surface|C-PROF-VIEW-TEXT AcAecLayerStandard NO PLOT AND CONSTRUCTION ITEMS AND NOTES AcXRefLayerPropertyOverride Weatherly FG Surface|Z-NPLT
AcAecLayerStandard PROFILE VIEW TITLE AcXRefLayerPropertyOverride Weatherly FG Surface|C-PROF-VIEW-TITL AcXRefLayerPropertyOverride Weatherly FG Surface|C- AcAecLayerStandard TINN FINISHED
GROUND CONTOUR MAJOR AcXRefLayerPropertyOverride Weatherly FG Surface|C-TINN-FGND-MAJR AcAecLayerStandard EXISTING STORM PLAN PIPE AcXRefLayerPropertyOverride Weatherly FG Surface|V-STRM-PIPE
AcAecLayerStandard EXISTING STORM PROFILE AcXRefLayerPropertyOverride Weatherly FG Surface|V-STRM-PROF AcAecLayerStandard EXISTING SEWER PIPE AcXRefLayerPropertyOverride Weatherly FG
Surface|V-SSWR-PIPE AcAecLayerStandard EXISTING SEWER PROFILE AcXRefLayerPropertyOverride Weatherly FG Surface|V-SSWR-PROF AcCmTransparency AcAecLayerStandard SHEET TEXT AcXRefLayerPropertyOverride
Weatherly FG Surface|C-ANNO-TEXT AcAecLayerStandard CENTERLINE TABLE AcXRefLayerPropertyOverride Weatherly FG Surface|C-PROP-CNTL-TABL AcAecLayerStandard CORRIDOR SECTIONS AcXRefLayerPropertyOverrid
e Weatherly FG Surface|C-CORR-SECT AcAecLayerStandard TINN GRADING SLOPE AND SPOT TEXT AcXRefLayerPropertyOverride Weatherly FG Surface|C-TINN-GRAD-TEXT AcAecLayerStandard CORRIDOR TEXT
AcXRefLayerPropertyOverride Weatherly FG Surface|C-CORR-TEXT AcAecLayerStandard LOT TABLE AcXRefLayerPropertyOverride Weatherly FG Surface|C-PROP-LOTS-TABL AcAecLayerStandard TINN EXIST
GROUND CONTOUR MAJOR AcXRefLayerPropertyOverride Weatherly FG Surface|V-TINN-EGND-MAJR AcAecLayerStandard CORRIDOR LINKS AcXRefLayerPropertyOverride Weatherly FG Surface|C-CORR-LINK
AcAecLayerStandard CORRIDOR SHAPES AcXRefLayerPropertyOverride Weatherly FG Surface|C-CORR-SHAP AcAecLayerStandard CORRIDOR SHAP PATT AcXRefLayerPropertyOverride Weatherly FG Surface|C-CORR-SHAP-PAT
T AcAecLayerStandard SHEET MATCH LINE AcXRefLayerPropertyOverride Weatherly FG Surface|C-ANNO-MLIN AcAecLayerStandard SECTION SAMPLE LINE TEXT AcXRefLayerPropertyOverride Weatherly FG
Surface|C-SAMP-TEXT AcAecLayerStandard EROSION RIPRAP AcXRefLayerPropertyOverride Weatherly FG Surface|C-EROS-RIPR AcAecLayerStandard CENTERLINE CONTROL SYMBOLS AcXRefLayerPropertyOverride
Weatherly FG Surface|C-PROP-CNTL-SYMB AcCmTransparency AcAecLayerStandard SAMPLE LINES AcXRefLayerPropertyOverride Weatherly FG Surface|C-SAMP-LINE AcCmTransparency AcAecLayerStandard
UTILITY EASEMENT AcXRefLayerPropertyOverride Weatherly FG Surface|C-ESMT-UTIL AcAecLayerStandard SHEET LAYOUT VIEWPORTS AcXRefLayerPropertyOverride Weatherly FG Surface|C-ANNO-VPRT
AcAecLayerStandard DIMENSIONS AcXRefLayerPropertyOverride Weatherly FG Surface|C-ANNO-DIMS AcAecLayerStandard TINN DITCH FEATURE AcXRefLayerPropertyOverride Weatherly FG Surface|C-TINN-DTCH-FEAT
AcAecLayerStandard TINN SURFACE CUT LINE AcXRefLayerPropertyOverride Weatherly FG Surface|C-TINN-CUT AcAecLayerStandard TINN SURFACE FILL AcXRefLayerPropertyOverride Weatherly FG Surface|C-TINN-FILL
AcAecLayerStandard TINN SLOPE FEATURES TOPS AND TOES AcXRefLayerPropertyOverride Weatherly FG Surface|C-TINN-WALL-FEAT AcAecLayerStandard ASSEMBLY SHAPE BORDER AcXRefLayerPropertyOverride
Weatherly FG Surface|C-ASMB-SHAPE-BRDR AcAecLayerStandard ASSEMBLY SHAPE AcXRefLayerPropertyOverride Weatherly FG Surface|C-ASMB-SHAPE AcAecLayerStandard COMMUNICATION STRUCTURE AcXRefLayerPropertyO
verride Weatherly FG Surface|C-COMM-STRC AcAecLayerStandard ROAD ASPHALT PATTERN AcXRefLayerPropertyOverride Weatherly FG Surface|C-ROAD-ASPH-PATT AcAecLayerStandard LOT SETBACK LINE
AcXRefLayerPropertyOverride Weatherly FG Surface|C-PROP-LOTS-SBCK AcAecLayerStandard SECTION EXISTING SURFACE AcXRefLayerPropertyOverride Weatherly FG Surface|C-SECT-EGND AcAecLayerStandard
SECTION POINT AcXRefLayerPropertyOverride Weatherly FG Surface|C-SECT-NODE AcAecLayerStandard SECTION VIEW TITLE AcXRefLayerPropertyOverride Weatherly FG Surface|C-SECT-VIEW-TITLE AcAecLayerStandard
SECTION VIEW BORDER AcXRefLayerPropertyOverride Weatherly FG Surface|C-SECT-BRDR AcAecLayerStandard SECTION VIEW AXIS TITLE AcXRefLayerPropertyOverride Weatherly FG Surface|C-SECT-AXIS-TITLE
AcAecLayerStandard SECTION VIEW TEXT AcXRefLayerPropertyOverride Weatherly FG Surface|C-SECT-VIEW-TEXT AcAecLayerStandard SECTION VIEW AXIS TICKS AcXRefLayerPropertyOverride Weatherly
FG Surface|C-SECT-AXIS-TICKS AcAecLayerStandard SECTION GRID AcXRefLayerPropertyOverride Weatherly FG Surface|C-SECT-GRID AcAecLayerStandard ASSEMBLY BASE POINT AcXRefLayerPropertyOverride
Weatherly FG Surface|C-ASMB-BASE-NODE AcAecLayerStandard ASSEMBLY OFFSET BASE PONT AcXRefLayerPropertyOverride Weatherly FG Surface|C-ASMB-OFFSET-NODE AcAecLayerStandard ASSEMBLY BASE
LINE AcXRefLayerPropertyOverride Weatherly FG Surface|C-ASMB-BASE-LINE AcAecLayerStandard ASSEMBLY OFFSET BASE LINE AcXRefLayerPropertyOverride Weatherly FG Surface|C-ASMB-OFFSET AcAecLayerStandard
ASSEMBLY POINT AcXRefLayerPropertyOverride Weatherly FG Surface|C-ASMB-NODE AcAecLayerStandard NO PLOT SYMBOLS FOR PLANS - PLOT ON PROFILES (USE FOR PROJECTIONS) AcXRefLayerPropertyOverride
Weatherly FG Surface|Z-NPLT-SYMB AcCmTransparency AcAecLayerStandard WATER PART PROFILE AcXRefLayerPropertyOverride Weatherly FG Surface|C-WATR-PROF-APRT AcAecLayerStandard EROSION
TEXT AcXRefLayerPropertyOverride Weatherly FG Surface|C-EROS-TEXT AcAecLayerStandard EXISTING WATER PROFILE AcXRefLayerPropertyOverride Weatherly FG Surface|V-WATR-PROF AcAecLayerStandard
EXISTING STORM STRUCTURE AcXRefLayerPropertyOverride Weatherly FG Surface|V-STRM-STRC AcXRefLayerPropertyOverride Weatherly FG Surface|0-XREF AcCmTransparency AcAecLayerStandard SITE
WALL TEXT AcXRefLayerPropertyOverride Weatherly FG Surface|C-SITE-WALL-TEXT AcAecLayerStandard WATER MAINLINE PIPES AcXRefLayerPropertyOverride Weatherly FG Surface|C-WATR-PIPE AcCmTransparency
AcAecLayerStandard WATER PIPE PROFILES AcXRefLayerPropertyOverride Weatherly FG Surface|C-WATR-PROF AcAecLayerStandard EXISTING PROFILE TEXT AcXRefLayerPropertyOverride Weatherly FG
Surface|V-PROF-TEXT AcAecLayerStandard ROAD PAVEMENT MARKINGS AcXRefLayerPropertyOverride Weatherly FG Surface|C-ROAD-MRKG AcAecLayerStandard AcXRefLayerPropertyOverride Weatherly FG
Surface|trim AcAecLayerStandard SITE METAL AND CHAINLINK FENCING AcXRefLayerPropertyOverride Weatherly FG Surface|C-SITE-FENM AcCmTransparency AcAecLayerStandard STORM VAULT EXTERIOR
AcXRefLayerPropertyOverride Weatherly FG Surface|C-STRM-VALT-EXTR AcCmTransparency AcAecLayerStandard STORM VAULT INTERIOR AcXRefLayerPropertyOverride Weatherly FG Surface|C-STRM-VALT-INTR
AcCmTransparency AcAecLayerStandard EROSION CONSTRUCTION ENTRANCE AcXRefLayerPropertyOverride Weatherly FG Surface|C-EROS-CNTE AcCmTransparency AcAecLayerStandard EROSION TREE PROTECTION
FENCING AcXRefLayerPropertyOverride Weatherly FG Surface|C-EROS-FENT AcAecLayerStandard EROSION SILT FENCING AcCmTransparency AcXRefLayerPropertyOverride Weatherly FG Surface|C-EROS-SILT
AcCmTransparency AcAecLayerStandard EROSION CHECK DAMS AcXRefLayerPropertyOverride Weatherly FG Surface|C-EROS-RDAM AcCmTransparency AcAecLayerStandard EROSION CONSTRUCTION ENTRANCE
PATT AcXRefLayerPropertyOverride Weatherly FG Surface|C-EROS-CNTE-PATT AcAecLayerStandard TINN FINISHED GROUND SURFACE AcXRefLayerPropertyOverride Weatherly FG Surface|C-TINN-FGND AcAecLayerStandard
TINN PROPOSED CONTOUR TEXT AcXRefLayerPropertyOverride Weatherly FG Surface|C-TINN-FGND-TEXT AcCmTransparency AcAecLayerStandard TINN EXISTING CONTOUR TEXT AcXRefLayerPropertyOverride
Weatherly FG Surface|V-TINN-EGND-TEXT AcCmTransparency AcAecLayerStandard SHEET MATCH LINE TEXT AcXRefLayerPropertyOverride Weatherly FG Surface|C-ANNO-MLIN-TEXT AcCmTransparency AcAecLayerStandard
WETLAND BOUNDARY LINE AcXRefLayerPropertyOverride Weatherly FG Surface|V-WETL-LINE AcCmTransparency AcAecLayerStandard WETLAND PATTERN AcXRefLayerPropertyOverride Weatherly FG Surface|V-WETL-PATT
AcCmTransparency AcAecLayerStandard WETLAND BUFFER AcXRefLayerPropertyOverride Weatherly FG Surface|V-WETL-BUFF AcCmTransparency AcAecLayerStandard WATER HYDRANTS AcXRefLayerPropertyOverride
Weatherly FG Surface|C-WATR-HYDR AcCmTransparency AcAecLayerStandard WATER METERS AcXRefLayerPropertyOverride Weatherly FG Surface|C-WATR-METR AcCmTransparency AcAecLayerStandard TINN
EXIST GROUND CONTOUR MAJOR AcXRefLayerPropertyOverride Weatherly FG Surface|V-TINN-EGND AcAecLayerStandard DRAINAGE EASEMENT AcXRefLayerPropertyOverride Weatherly FG Surface|C-ESMT-STRM
AcAecLayerStandard SEWER EASEMENT AcXRefLayerPropertyOverride Weatherly FG Surface|C-ESMT-SSWR AcAecLayerStandard WATER EASEMENT AcXRefLayerPropertyOverride Weatherly FG Surface|C-ESMT-WATR
AcAecLayerStandard ACCESS EASEMENT AcXRefLayerPropertyOverride Weatherly FG Surface|C-ESMT-ACCS AcCmTransparency AcAecLayerStandard SITE ACCESS PATTERN AcXRefLayerPropertyOverride Weatherly
FG Surface|C-SITE-CONC-PATT AcCmTransparency AcAecLayerStandard ROAD SIDEWALK AcXRefLayerPropertyOverride Weatherly FG Surface|C-ROAD-SWLK AcCmTransparency AcAecLayerStandard ROAD SIDEWALK
PATTERN AcXRefLayerPropertyOverride Weatherly FG Surface|C-ROAD-SWLK-PATT AcCmTransparency AcAecLayerStandard STORM POND TOP AcXRefLayerPropertyOverride Weatherly FG Surface|C-STRM-POND-TOP
AcCmTransparency AcAecLayerStandard STORM POND BOTTOM AcXRefLayerPropertyOverride Weatherly FG Surface|C-STRM-POND-BOTT AcCmTransparency AcAecLayerStandard SITE WOOD FENCING AcXRefLayerPropertyOverr
ide Weatherly FG Surface|C-SITE-FENW AcCmTransparency AcAecLayerStandard STORM SWALE PATTERN AcXRefLayerPropertyOverride Weatherly FG Surface|C-STRM-SWAL-PATT AcCmTransparency AcAecLayerStandard
TINN FINISHED GRADE DAYLIGHT AcXRefLayerPropertyOverride Weatherly FG Surface|C-TINN-FGND-DAYL AcCmTransparency AcAecLayerStandard ROAD ASPHALT PAVEMENT AcXRefLayerPropertyOverride
Weatherly FG Surface|C-ROAD-ASPH AcCmTransparency AcAecLayerStandard ROAD SAWCUT AcXRefLayerPropertyOverride Weatherly FG Surface|C-ROAD-SAWC AcCmTransparency AcAecLayerStandard ROAD
GRAVEL AcXRefLayerPropertyOverride Weatherly FG Surface|C-ROAD-GRVL AcAecLayerStandard ROAD GRAVEL PATTERN AcXRefLayerPropertyOverride Weatherly FG Surface|C-ROAD-GRVL-PATT AcCmTransparency
AcAecLayerStandard STORM PIPE FLOW ARROWS AcXRefLayerPropertyOverride Weatherly FG Surface|C-STRM-ARRO AcCmTransparency AcAecLayerStandard SEWER STRUCTURES AcXRefLayerPropertyOverride
Weatherly FG Surface|C-SSWR-STRC AcCmTransparency AcAecLayerStandard SEWER FLOW ARROWS AcXRefLayerPropertyOverride Weatherly FG Surface|C-SSWR-ARRO AcAecLayerStandard EXISTING PROFILE
UTILITY AcCmTransparency AcXRefLayerPropertyOverride Weatherly FG Surface|V-WATR-PIPE AcAecLayerStandard ROAD CURBS AcXRefLayerPropertyOverride Weatherly FG Surface|C-ROAD-CURB AcAecLayerStandard
ROAD GUTTER AcXRefLayerPropertyOverride Weatherly FG Surface|C-ROAD-GUTT AcAecLayerStandard ROAD DRIVEWAYS AcXRefLayerPropertyOverride Weatherly FG Surface|C-ROAD-DRIV AcAecLayerStandard
ROAD DRIVEWAY CONCRETE PATTERN AcXRefLayerPropertyOverride Weatherly FG Surface|C-ROAD-DRIV-PATT AcAecLayerStandard SITE TRAIL AcXRefLayerPropertyOverride Weatherly FG Surface|C-SITE-TRAL
AcAecLayerStandard SITE TRAIL PATTERN AcXRefLayerPropertyOverride Weatherly FG Surface|C-SITE-TRAL-PATT AcAecLayerStandard COMMUNICATION LINE AcXRefLayerPropertyOverride Weatherly FG
Surface|C-COMM AcAecLayerStandard SITE PATH PATTERN AcXRefLayerPropertyOverride Weatherly FG Surface|C-SITE-PATH-PATT AcAecLayerStandard SITE CONCRETE PADS AcXRefLayerPropertyOverride
Weatherly FG Surface|C-SITE-CONC AcAecLayerStandard ROAD CONCRETE PATTERN AcXRefLayerPropertyOverride Weatherly FG Surface|C-ROAD-CONC-PATT AcAecLayerStandard ROAD SIDEWALK RAMP AcXRefLayerPropertyO
verride Weatherly FG Surface|C-ROAD-RAMP AcAecLayerStandard ROAD SIDEWALK RAMP PATTERN AcXRefLayerPropertyOverride Weatherly FG Surface|C-ROAD-RAMP-PATT AcAecLayerStandard SITE ROCK
WALLS AcXRefLayerPropertyOverride Weatherly FG Surface|C-SITE-WALL-ROCK AcAecLayerStandard SITE BLOCK WALLS AcXRefLayerPropertyOverride Weatherly FG Surface|C-SITE-WALL-BLCK AcAecLayerStandard
STORM SWALE AcXRefLayerPropertyOverride Weatherly FG Surface|C-STRM-SWAL AcAecLayerStandard EROSION SWALE AcXRefLayerPropertyOverride Weatherly FG Surface|C-EROS-SWAL AcAecLayerStandard
CLEARING LIMITS THIN BOLD LINE AcXRefLayerPropertyOverride Weatherly FG Surface|C-EROS-CLRG-THIN AcAecLayerStandard CLEARING LIMTS THICK SHADED LINE AcXRefLayerPropertyOverride Weatherly
FG Surface|C-EROS-CLRG-THCK AcAecLayerStandard EROSION PIPE AcXRefLayerPropertyOverride Weatherly FG Surface|C-EROS-PIPE AcAecLayerStandard SEWER PIPE TEXT AcXRefLayerPropertyOverride
Weatherly FG Surface|C-SSWR-PIPE-TEXT AcAecLayerStandard STORM STORM PIPE TEXT AcXRefLayerPropertyOverride Weatherly FG Surface|C-STRM-PIPE-TEXT AcAecLayerStandard STORM POND WATER
LEVEL LINE AcXRefLayerPropertyOverride Weatherly FG Surface|C-STRM-POND-WATR AcAecLayerStandard STORM VAULT WATER LEVEL LINE AcXRefLayerPropertyOverride Weatherly FG Surface|C-STRM-VALT-WATR
AcAecLayerStandard STORM RIP RAP AcXRefLayerPropertyOverride Weatherly FG Surface|C-STRM-RIPR AcCmTransparency AcAecLayerStandard EROSION CONSTRUCTION FENCING AcXRefLayerPropertyOverride
Weatherly FG Surface|C-EROS-FENC AcCmTransparency AcAecLayerStandard EXISTING WATER PLAN TEXT AcXRefLayerPropertyOverride Weatherly FG Surface|V-WATR-TEXT AcCmTransparency AcAecLayerStandard
EXISTING STORM PLAN PIPE AcXRefLayerPropertyOverride Weatherly FG Surface|V-STRM-TEXT AcCmTransparency AcAecLayerStandard EXISTING SEWER PLAN PIPE TEXT AcXRefLayerPropertyOverride Weatherly
FG Surface|V-SSWR-PIPE-TEXT AcAecLayerStandard SITE STEEP SLOPE LINE AcXRefLayerPropertyOverride Weatherly FG Surface|C-SITE-SLOPE AcAecLayerStandard SITE STEEP SLOPE BUFFER AcXRefLayerPropertyOverr
ide Weatherly FG Surface|C-SITE-SLOPE-BUFF AcAecLayerStandard ROAD OVERLAY PATTERN AcXRefLayerPropertyOverride Weatherly FG Surface|C-ROAD-OLAY-PATT AcAecLayerStandard SITE MAILBOXES
AcXRefLayerPropertyOverride Weatherly FG Surface|C-SITE-MBOX AcAecLayerStandard SITE SIGNS AcXRefLayerPropertyOverride Weatherly FG Surface|C-SITE-SIGN AcCmTransparency AcAecLayerStandard
EXISTING SEWER PROFILE TEXT AcXRefLayerPropertyOverride Weatherly FG Surface|V-SSWR-PROF-TEXT AcCmTransparency AcAecLayerStandard EXISTING STORM PROFILE PIPE TEXT AcXRefLayerPropertyOverride
Weatherly FG Surface|V-STRM-PROF-TEXT AcCmTransparency AcAecLayerStandard EXIST WATER PROFILE PIPE TEXT AcXRefLayerPropertyOverride Weatherly FG Surface|V-WATR-PROF-TEXT AcCmTransparency
AcAecLayerStandard WATER PROFILE TEXT AcXRefLayerPropertyOverride Weatherly FG Surface|C-WATR-PROF-TEXT AcCmTransparency AcAecLayerStandard PROFILE ROAD VERTICAL CURVES TEXT(turned
off on sewer and water plan) AcXRefLayerPropertyOverride Weatherly FG Surface|C-PROF-ROAD-TEXT AcCmTransparency AcAecLayerStandard STORM PROFILE TEXT AcXRefLayerPropertyOverride Weatherly
FG Surface|C-STRM-PROF-TEXT AcCmTransparency AcAecLayerStandard EROSION POND TOP AcXRefLayerPropertyOverride Weatherly FG Surface|C-EROS-POND-TOP AcCmTransparency AcAecLayerStandard
STORM PROFILES AcXRefLayerPropertyOverride Weatherly FG Surface|C-STRM-PROF AcCmTransparency AcAecLayerStandard STORM STRUCTURES TEXT AcXRefLayerPropertyOverride Weatherly FG Surface|C-STRM-STRC-TEX
T AcCmTransparency AcAecLayerStandard EXISTING SEWER STRUCTURE AcXRefLayerPropertyOverride Weatherly FG Surface|V-SSWR-STRC AcCmTransparency AcAecLayerStandard SEWER PROFILES AcXRefLayerPropertyOverr
ide Weatherly FG Surface|C-SSWR-PROF AcCmTransparency AcAecLayerStandard PROFILE TEXT AcXRefLayerPropertyOverride Weatherly FG Surface|C-PROF-TEXT AcCmTransparency AcAecLayerStandard
SITE PLANTER PATTERN AcXRefLayerPropertyOverride Weatherly FG Surface|C-SITE-PLNT-PATT AcCmTransparency AcAecLayerStandard TINN BUILDING FEATURE AcXRefLayerPropertyOverride Weatherly
FG Surface|C-TINN-BLDG-FEAT AcXRefLayerPropertyOverride Weatherly FG Surface|C-CORR-FEAT AcCmTransparency AcAecLayerStandard NO PLOT SYMBOLS FOR PLANS - PLOT ON PROFILES (USED FOR PROFILE
DESIGN CHECKS) AcXRefLayerPropertyOverride Weatherly FG Surface|Z-NPLT-PROF AcAecLayerStandard SEWER PIPE TEXT AcCmTransparency AcXRefLayerPropertyOverride Weatherly FG Surface|C-SSWR-STRC-TEXT
AcAecLayerStandard EXISTING SEWER STRUCTURE AcCmTransparency AcXRefLayerPropertyOverride Weatherly FG Surface|C-SSWR-PROF-TEXT AcAecLayerStandard ROAD UTILITY LIGHTS AcXRefLayerPropertyOverride
Weatherly FG Surface|C-UTIL-LITE AcCmTransparency AcAecLayerStandard WETLAND BUFFER LINE AcXRefLayerPropertyOverride Weatherly FG Surface|C-WETL-BUFF-LINE AcAecLayerStandard AcCmTransparency
AcXRefLayerPropertyOverride Weatherly FG Surface|X-SITE AcAecLayerStandard SHEET TEXT AcCmTransparency AcXRefLayerPropertyOverride Weatherly FG Surface|X-TOPO AcAecLayerStandard ASSEMBLY
OFFSET BASE PONT AcCmTransparency AcXRefLayerPropertyOverride Weatherly FG Surface|X-PLAT AcAecLayerStandard ASSEMBLY OFFSET BASE PONT AcCmTransparency AcXRefLayerPropertyOverride Weatherly
FG Surface|X-UTIL AcCmTransparency AcAecLayerStandard STORM SERVICE PROFILES AcXRefLayerPropertyOverride Weatherly FG Surface|C-STRM-SERV-PROF AcCmTransparency AcAecLayerStandard SEWER
SERVICE PROFILES AcXRefLayerPropertyOverride Weatherly FG Surface|C-SSWR-SERV-PROF AcCmTransparency AcAecLayerStandard TINN FINISHED GRADE BOUNDARY AcXRefLayerPropertyOverride Weatherly
FG Surface|C-TINN-FGND-BNDY AcAecLayerStandard Roadways: assemblies and subassemblies AcXRefLayerPropertyOverride Weatherly FG Surface|C-ROAD-ASSM AcAecLayerStandard Roadways: assembly
baseline AcXRefLayerPropertyOverride Weatherly FG Surface|C-ROAD-ASSM-BLIN AcAecLayerStandard Roadways: assembly offset AcXRefLayerPropertyOverride Weatherly FG Surface|C-ROAD-ASSM-OFFS
AcAecLayerStandard Roadways: feature line AcXRefLayerPropertyOverride Weatherly FG Surface|C-ROAD-FEAT AcAecLayerStandard Roadways: corridor and section links AcXRefLayerPropertyOverride
Weatherly FG Surface|C-ROAD-LINK AcAecLayerStandard Roadways: corridor and section marks AcXRefLayerPropertyOverride Weatherly FG Surface|C-ROAD-MARK AcAecLayerStandard Roadways: corridor
and section shapes AcXRefLayerPropertyOverride Weatherly FG Surface|C-ROAD-SHAP AcAecLayerStandard Roadways: corridor and section shapes hatching AcXRefLayerPropertyOverride Weatherly
FG Surface|C-ROAD-SHAP-PATT AcXRefLayerPropertyOverride Weatherly FG Surface|C-TOPO-FEAT AcCmTransparency AcAecLayerStandard WATER MAINLINE PIPE NETWORK AcXRefLayerPropertyOverride
Weatherly FG Surface|C-WATR-PIPE-NETW AcCmTransparency AcAecLayerStandard WATER PROFILE NETWORK AcXRefLayerPropertyOverride Weatherly FG Surface|C-WATR-PROF-NETW AcXRefLayerPropertyOverride
Weatherly FG Surface|C-TINN-EGND-TEXT AcXRefLayerPropertyOverride Weatherly FG Surface|KOBI_Grading AcCmTransparency AcXRefLayerPropertyOverride Weatherly FG Surface|C-TINN-FNGD Adj
AcCmTransparency AcXRefLayerPropertyOverride Weatherly FG Surface|C-TINN-FG AcXRefLayerPropertyOverride Weatherly FG Surface|FG_Breaklines AcCmTransparency C-TINN-FGND ADJ-TEXT AcAecLayerStandard
TINN PROPOSED CONTOUR TEXT AcXRefLayerPropertyOverride x18242 S|C-TINN-FGND-TEXT AcAecLayerStandard TINN EXISTING CONTOUR TEXT AcCmTransparency V-TINN-EGND-TEXT-DET1 AcAecLayerStandard
SITE ACCESS PATTERN AcCmTransparency AcXRefLayerPropertyOverride x18242 S|C-SITE-CONC-PATT-RAMP AcCmTransparency AcXRefLayerPropertyOverride x18242 S|C-TINN-EGND-TEXT AcCmTransparency
AcAecLayerStandard Proposed asphalt AcXRefLayerPropertyOverride x18242 S|C-ROAD-ASPH AcCmTransparency AcAecLayerStandard Proposed asphalt hatch AcXRefLayerPropertyOverride x18242 S|C-ROAD-ASPH-PATT
AcAecLayerStandard AcCmTransparency AcXRefLayerPropertyOverride x18242 S|C-LNDSCP-PATT AcCmTransparency AcAecLayerStandard REVISION CLOUD C-ANNO-REV-CLOUD AcCmTransparency AcAecLayerStandard
WATER FITTING AND APPURTENANCES AcXRefLayerPropertyOverride 2386.03 C3D|C-WATR-APRT AcCmTransparency AcAecLayerStandard SHEET TEXT AcXRefLayerPropertyOverride 2386.03 C3D|C-ANNO-TEXT
AcAecLayerStandard AcXRefLayerPropertyOverride 2386.03 C3D|trim AcAecLayerStandard RAK {ACET-LAYISO Continuous F ACET-LAYISO} AcXRefLayerPropertyOverride 2386.03 C3D|WA-Trim AcAecLayerStandard
SITE CONCRETE PADS AcCmTransparency AcXRefLayerPropertyOverride x18242 S|C-SITE-ASPH-RAMP-PATT AcAecLayerStandard SITE CONCRETE PADS AcCmTransparency AcXRefLayerPropertyOverride x18242
S|C-SITE-ASPH-RAMP AcAecLayerStandard SITE CONCRETE PADS AcCmTransparency AcXRefLayerPropertyOverride x18242 S|C-SITE-CRTYD AcAecLayerStandard SITE ACCESS PATTERN AcCmTransparency AcXRefLayerPropert
yOverride x18242 S|C-SITE-BLOCK-WALL-CRTYD AcAecLayerStandard SHEET TEXT AcCmTransparency C-ANNO-REV AcAecLayerStandard DIMENSIONS AcCmTransparency C-ANNO-DIM-C302 AcAecLayerStandard
DIMENSIONS AcCmTransparency C-ANNO-TEXT-C302 AcAecLayerStandard SITE ACCESS PATTERN AcCmTransparency AcXRefLayerPropertyOverride x18242 S|C-SITRE-STRIP-CRTYD AcAecLayerStandard SITE
ACCESS PATTERN AcCmTransparency AcXRefLayerPropertyOverride x18242 S|X-TOPO AcAecLayerStandard SITE CONCRETE PADS AcCmTransparency AcXRefLayerPropertyOverride x18242 S|C-SITE-CONC-CRTYD
AcAecLayerStandard AcCmTransparency AcXRefLayerPropertyOverride x18242 A|SP084 AcCmTransparency AcAecLayerStandard Arch Ph II Parking Lot C-PHASE 2 PARKING AcAecLayerStandard Existing
Water Symbols AcXRefLayerPropertyOverride x18242 t|V-WATR-STRC AcAecLayerStandard Existing Storm Symbols AcXRefLayerPropertyOverride x18242 t|V-STRM-STRC AcAecLayerStandard Existing
Wetland Symbols AcXRefLayerPropertyOverride x18242 t|V-WETL-FLAG AcAecLayerStandard Existing Gas Symbols AcXRefLayerPropertyOverride x18242 t|V-NGAS-STRC AcAecLayerStandard Existing
Communication Structure Symbols AcXRefLayerPropertyOverride x18242 t|V-COMM-STRC AcAecLayerStandard Existing Power Symbol AcXRefLayerPropertyOverride x18242 t|V-POWR-STRC AcAecLayerStandard
Existing Landscape Symbols AcXRefLayerPropertyOverride x18242 t|V-PLNT-LSCP AcAecLayerStandard Existing Survey Symbols AcXRefLayerPropertyOverride x18242 t|V-SURV-CTRL AcAecLayerStandard
Existing Miscellaneous Symbols AcXRefLayerPropertyOverride x18242 t|V-MISC-SYMB AcAecLayerStandard Existing Sewer Symbols AcXRefLayerPropertyOverride x18242 t|V-SSWR-STRC AcAecLayerStandard
Existing Tree Symbols AcXRefLayerPropertyOverride x18242 t|V-PLNT-TREE AcAecLayerStandard Existing Traffic Symbols AcXRefLayerPropertyOverride x18242 t|V-SIGL-EQPM AcCmTransparency
AcAecLayerStandard Existing Sewer Lines AcXRefLayerPropertyOverride x18242 t|V-SSWR-PIPE AcCmTransparency AcAecLayerStandard Existing Storm Lines AcXRefLayerPropertyOverride x18242
t|V-STRM-PIPE AcCmTransparency AcAecLayerStandard Existing Power Lines AcXRefLayerPropertyOverride x18242 t|V-POWR-UNDR AcCmTransparency AcAecLayerStandard Existing Water Lines AcXRefLayerPropertyOv
erride x18242 t|V-WATR-PIPE AcCmTransparency AcAecLayerStandard Existing Gas Lines AcXRefLayerPropertyOverride x18242 t|V-NGAS-PIPE AcCmTransparency AcAecLayerStandard Existing Underground
Communication Lines AcXRefLayerPropertyOverride x18242 t|V-COMM-UNDR AcCmTransparency AcAecLayerStandard Existing Overhead Communications Lines AcXRefLayerPropertyOverride x18242 t|V-COMM-OVHD
AcCmTransparency AcAecLayerStandard Existing Concrete Lines AcXRefLayerPropertyOverride x18242 t|V-ROAD-CONC AcCmTransparency AcAecLayerStandard Existing Asphalt Lines AcXRefLayerPropertyOverride
x18242 t|V-ROAD-ASPH AcCmTransparency AcAecLayerStandard Existing Ditch Centerlines AcXRefLayerPropertyOverride x18242 t|V-DTCH-LINE AcCmTransparency AcAecLayerStandard Existing Curb
Lines AcXRefLayerPropertyOverride x18242 t|V-ROAD-CURB AcCmTransparency AcAecLayerStandard Utilty Easement Linework AcXRefLayerPropertyOverride x18242 t|V-ESMT-UTIL-LINE AcCmTransparency
AcAecLayerStandard Utility Easement Text & Dimensions AcXRefLayerPropertyOverride x18242 t|V-ESMT-UTIL-TEXT AcCmTransparency AcAecLayerStandard Water Easement Linework AcXRefLayerPropertyOverride
x18242 t|V-ESMT-WATR-LINE AcCmTransparency AcAecLayerStandard Access Easement Text & Dimensions AcXRefLayerPropertyOverride x18242 t|V-ESMT-ACCS-TEXT AcCmTransparency AcAecLayerStandard
Water Easement Text & Dimensions AcXRefLayerPropertyOverride x18242 t|V-ESMT-WATR-TEXT AcCmTransparency AcAecLayerStandard Access Easement Linework AcXRefLayerPropertyOverride x18242
t|V-ESMT-ACCS-LINE AcCmTransparency AcAecLayerStandard Sewer Easement Linework AcXRefLayerPropertyOverride x18242 t|V-ESMT-SSWR-LINE AcCmTransparency AcAecLayerStandard Storm Easement
Text & Dimensions AcXRefLayerPropertyOverride x18242 t|V-ESMT-STRM-TEXT AcCmTransparency AcAecLayerStandard Sewer Easement Text & Dimensions AcXRefLayerPropertyOverride x18242 t|V-ESMT-SSWR-TEXT
AcCmTransparency AcAecLayerStandard Storm Easement Linework AcXRefLayerPropertyOverride x18242 t|V-ESMT-STRM-LINE AcCmTransparency AcAecLayerStandard Property Lines AcXRefLayerPropertyOverride
x18242 t|V-PROP-BNDY-LINE AcCmTransparency AcAecLayerStandard Topographic Text and Annotations AcXRefLayerPropertyOverride x18242 t|V-TOPO-TEXT AcCmTransparency AcAecLayerStandard Adjacent
Boundary Lines AcXRefLayerPropertyOverride x18242 t|V-PROP-ADJC-LINE AcCmTransparency AcAecLayerStandard Section Text & Dimensions AcXRefLayerPropertyOverride x18242 t|V-PROP-SECT-DIMS
AcCmTransparency AcAecLayerStandard Adjacent Boundary Text & Dimensions AcXRefLayerPropertyOverride x18242 t|V-PROP-ADJC-TEXT AcCmTransparency AcAecLayerStandard Section Lines AcXRefLayerPropertyOve
rride x18242 t|V-PROP-SECT-LINE AcCmTransparency AcAecLayerStandard Right-of-Way Lines AcXRefLayerPropertyOverride x18242 t|V-PROP-RWAY-LINE AcCmTransparency AcAecLayerStandard Boundary
Points AcXRefLayerPropertyOverride x18242 t|VC-NODE-PROP AcCmTransparency AcAecLayerStandard Stamps and Seals AcXRefLayerPropertyOverride x18242 t|V-ANNO-STMP AcCmTransparency AcAecLayerStandard
Centerline AcXRefLayerPropertyOverride x18242 t|V-PROP-CNTL-LINE AcCmTransparency AcAecLayerStandard Paperspace Border AcXRefLayerPropertyOverride x18242 t|V-ANNO-TTLB AcCmTransparency
AcAecLayerStandard Paperspace Text AcXRefLayerPropertyOverride x18242 t|V-ANNO-TEXT AcCmTransparency AcAecLayerStandard Centerline Points AcXRefLayerPropertyOverride x18242 t|VC-NODE-CNTL
AcCmTransparency AcAecLayerStandard Control & Traverse Lines AcXRefLayerPropertyOverride x18242 t|V-CTRL-TRAV AcCmTransparency AcAecLayerStandard Control & Traverse Points AcXRefLayerPropertyOverrid
e x18242 t|V-NODE-CTRL AcCmTransparency AcAecLayerStandard Existing Fence Lines AcXRefLayerPropertyOverride x18242 t|V-FENC-LINE AcCmTransparency AcAecLayerStandard Existing Building
Lines AcXRefLayerPropertyOverride x18242 t|V-BLDG-LINE AcCmTransparency AcAecLayerStandard Existing Building Hatching AcXRefLayerPropertyOverride x18242 t|V-BLDG-PATT AcCmTransparency
AcAecLayerStandard Existing Surface Breaklines AcXRefLayerPropertyOverride x18242 t|V-TINN-BRKL AcCmTransparency AcAecLayerStandard Existing Guardrail Lines AcXRefLayerPropertyOverride
x18242 t|V-ROAD-GRAL AcCmTransparency AcAecLayerStandard Existing Water Lines AcXRefLayerPropertyOverride x18242 t|V-EWAT-LINE AcCmTransparency AcAecLayerStandard Underlying Property
Lines AcXRefLayerPropertyOverride x18242 t|V-PROP-UNDR-LINE AcCmTransparency AcAecLayerStandard Underlying Property Text AcXRefLayerPropertyOverride x18242 t|V-PROP-UNDR-TEXT AcCmTransparency
AcAecLayerStandard Existing Utility Text AcXRefLayerPropertyOverride x18242 t|V-UTIL-TEXT AcCmTransparency AcAecLayerStandard Existing Wall Lines AcXRefLayerPropertyOverride x18242
t|V-WALL-LINE AcCmTransparency AcAecLayerStandard Exisitng Wetland Lines AcXRefLayerPropertyOverride x18242 t|V-WETL-LINE AcCmTransparency AcAecLayerStandard Right-of-Way Points AcXRefLayerPropertyO
verride x18242 t|VC-NODE-RWAY AcCmTransparency AcAecLayerStandard Street Name Text AcXRefLayerPropertyOverride x18242 t|V-PROP-CNTL-TEXT AcCmTransparency AcAecLayerStandard Property
Dimensions AcXRefLayerPropertyOverride x18242 t|V-PROP-BNDY-DIMS AcCmTransparency AcAecLayerStandard Centerline Dimensions AcXRefLayerPropertyOverride x18242 t|V-PROP-CNTL-DIMS AcAecLayerStandard
Tables AcXRefLayerPropertyOverride x18242 t|V-ANNO-TABL AcAecLayerStandard Profile Objects AcXRefLayerPropertyOverride x18242 t|V-PROF AcAecLayerStandard Profile View Objects AcXRefLayerPropertyOver
ride x18242 t|V-PROF-EGND AcAecLayerStandard Profile Text AcXRefLayerPropertyOverride x18242 t|V-PROF-TEXT AcAecLayerStandard Profile View Objects AcXRefLayerPropertyOverride x18242
t|V-PROF-VIEW AcAecLayerStandard Section Text & Dimensions AcCmTransparency AcXRefLayerPropertyOverride x18242 t|V-PROP-QTRS-LINE AcCmTransparency AcAecLayerStandard Existing Brick
Lines AcXRefLayerPropertyOverride x18242 t|V-ROAD-BRIK AcCmTransparency AcAecLayerStandard Existing Deck Lines AcXRefLayerPropertyOverride x18242 t|V-BLDG-DECK AcCmTransparency AcAecLayerStandard
Existing Survey Text AcXRefLayerPropertyOverride x18242 t|V-SURV-TEXT AcCmTransparency AcAecLayerStandard Asbuilt Sewer AcXRefLayerPropertyOverride x18242 t|VR-SSWR-TEXT AcCmTransparency
AcAecLayerStandard Asbuilt Water AcXRefLayerPropertyOverride x18242 t|VR-WATR-TEXT AcCmTransparency AcAecLayerStandard Asbuilt Power AcXRefLayerPropertyOverride x18242 t|VR-POWR-TEXT
AcCmTransparency AcAecLayerStandard Asbuilt Gas AcXRefLayerPropertyOverride x18242 t|VR-NGAS-TEXT AcCmTransparency AcAecLayerStandard North Arrow and Scale AcXRefLayerPropertyOverride
x18242 t|V-ANNO-SYMB AcCmTransparency AcAecLayerStandard Design Power Points AcXRefLayerPropertyOverride x18242 t|VC-NODE-POWR AcCmTransparency AcAecLayerStandard Design Gas Points
AcXRefLayerPropertyOverride x18242 t|VC-NODE-NGAS AcCmTransparency AcAecLayerStandard Utility Plan Xref AcXRefLayerPropertyOverride x18242 t|X-UTIL AcCmTransparency AcAecLayerStandard
Design Water Points AcXRefLayerPropertyOverride x18242 t|VC-NODE-WATR AcCmTransparency AcAecLayerStandard Grading Xref AcXRefLayerPropertyOverride x18242 t|X-GRAD AcCmTransparency AcAecLayerStandard
Plat Xref AcXRefLayerPropertyOverride x18242 t|X-PLAT AcCmTransparency AcAecLayerStandard Design Sewer Points AcXRefLayerPropertyOverride x18242 t|VC-NODE-SSWR AcCmTransparency AcAecLayerStandard
Topo Xref AcXRefLayerPropertyOverride x18242 t|X-TOPO AcCmTransparency AcAecLayerStandard Design Storm Points AcXRefLayerPropertyOverride x18242 t|VC-NODE-STRM AcCmTransparency AcAecLayerStandard
Design Grading Points AcXRefLayerPropertyOverride x18242 t|VC-NODE-GRAD AcCmTransparency AcAecLayerStandard Design Grid Points AcXRefLayerPropertyOverride x18242 t|VC-NODE-GRID AcCmTransparency
AcAecLayerStandard Design Building Points AcXRefLayerPropertyOverride x18242 t|VC-NODE-BLDG AcCmTransparency AcAecLayerStandard Design Curb Points AcXRefLayerPropertyOverride x18242
t|VC-NODE-CURB AcCmTransparency AcAecLayerStandard Design Wall Points AcXRefLayerPropertyOverride x18242 t|VC-NODE-WALL AcCmTransparency AcAecLayerStandard Design Wetland Points AcXRefLayerPropertyO
verride x18242 t|VC-NODE-WETL AcCmTransparency AcAecLayerStandard Design Miscellaneous Points AcXRefLayerPropertyOverride x18242 t|VC-NODE-MISC AcCmTransparency AcAecLayerStandard Site
Plan Xref AcXRefLayerPropertyOverride x18242 t|X-SITE AcAecLayerStandard Existing Tree Text AcXRefLayerPropertyOverride x18242 t|V-PLNT-TEXT AcCmTransparency AcAecLayerStandard Existing
Tree Dripline AcXRefLayerPropertyOverride x18242 t|V-PLNT-DRIP AcCmTransparency AcAecLayerStandard Hidden Linework to Assist in Hatching AcXRefLayerPropertyOverride x18242 t|V-PATT-NPLT
AcCmTransparency AcAecLayerStandard New Lot lines AcXRefLayerPropertyOverride x18242 t|V-PROP-LOTS-LINE AcCmTransparency AcAecLayerStandard New Lot Dimensions AcXRefLayerPropertyOverride
x18242 t|V-PROP-LOTS-DIMS AcCmTransparency AcAecLayerStandard Existing Surface AcXRefLayerPropertyOverride x18242 t|V-TINN AcCmTransparency AcAecLayerStandard Existing Surface Boundary
AcXRefLayerPropertyOverride x18242 t|V-TINN-BNDY AcCmTransparency AcAecLayerStandard Existing Surface Labels AcXRefLayerPropertyOverride x18242 t|V-TINN-EGND-TEXT AcCmTransparency AcAecLayerStandard
Existing Gravel & Dirt Lines AcXRefLayerPropertyOverride x18242 t|V-ROAD-GRVL AcCmTransparency AcAecLayerStandard Existing Channelization AcXRefLayerPropertyOverride x18242 t|V-ROAD-MRKG
AcCmTransparency AcAecLayerStandard Field Collected Topo Points AcXRefLayerPropertyOverride x18242 t|V-NODE-TOPO-2018-12-06 AcCmTransparency AcAecLayerStandard Design Lot Points AcXRefLayerPropertyO
verride x18242 t|VC-NODE-LOTS AcCmTransparency AcAecLayerStandard New Lot Areas AcXRefLayerPropertyOverride x18242 t|V-PROP-LOTS-AREA AcAecLayerStandard Contour Major AcXRefLayerPropertyOverride
x18242 t|V-TINN-EGND-MAJR AcAecLayerStandard Contour Minor AcXRefLayerPropertyOverride x18242 t|V-TINN-EGND-MINR AcCmTransparency AcAecLayerStandard Existing Power Overhead Lines AcXRefLayerProperty
Override x18242 t|V-POWR-OVHD AcCmTransparency AcAecLayerStandard Existing Irrigation Symbols AcXRefLayerPropertyOverride x18242 t|V-IRRG-STRC AcCmTransparency AcAecLayerStandard Existing
Building Overhead Lines AcXRefLayerPropertyOverride x18242 t|V-BLDG-OVHD AcCmTransparency AcAecLayerStandard Property Setback Lines AcXRefLayerPropertyOverride x18242 t|V-PROP-SBCK-LINE
AcCmTransparency AcAecLayerStandard New Lot Text & Parcel Labels AcXRefLayerPropertyOverride x18242 t|V-PROP-LOTS-TEXT AcCmTransparency AcAecLayerStandard Boundary Text & Parcels AcXRefLayerProperty
Override x18242 t|V-PROP-BNDY-TEXT AcAecLayerStandard Asbuilt Water AcCmTransparency AcXRefLayerPropertyOverride x18242 t|VR-STRM-TEXT AcCmTransparency AcAecLayerStandard Existing Concrete,
Brick, & Gravel Hatching AcXRefLayerPropertyOverride x18242 t|V-ROAD-PATT AcAecLayerStandard Profile View Text AcXRefLayerPropertyOverride x18242 t|V-PROF-VIEW-TEXT AcAecLayerStandard
Pipe Network Pipes AcXRefLayerPropertyOverride x18242 t|V-PIPE AcAecLayerStandard Corridor Objects AcXRefLayerPropertyOverride x18242 t|V-CORR AcAecLayerStandard Assemblies and Sub
Assemblies AcXRefLayerPropertyOverride x18242 t|V-CORR-ASSM AcAecLayerStandard Pipe Network Structures AcXRefLayerPropertyOverride x18242 t|V-STRC AcAecLayerStandard Grading Objects
AcXRefLayerPropertyOverride x18242 t|V-GRAD AcAecLayerStandard Grading Text AcXRefLayerPropertyOverride x18242 t|V-GRAD-TEXT AcAecLayerStandard Interference Objects AcXRefLayerPropertyOverride
x18242 t|V-INTR AcAecLayerStandard Corridor Text AcXRefLayerPropertyOverride x18242 t|V-CORR-TEXT AcCmTransparency AcAecLayerStandard Existing Rockery Lines - Hidden AcXRefLayerPropertyOverride
x18242 t|V-RKRY-LINE AcCmTransparency AcAecLayerStandard Unit Lines AcXRefLayerPropertyOverride x18242 t|V-PROP-UNIT-LINE AcCmTransparency AcAecLayerStandard Unit Text & Parcels AcXRefLayerPropertyO
verride x18242 t|V-PROP-UNIT-TEXT AcCmTransparency AcAecLayerStandard Unit Dimensions AcXRefLayerPropertyOverride x18242 t|V-PROP-UNIT-DIMS AcCmTransparency AcAecLayerStandard Unit Areas
AcXRefLayerPropertyOverride x18242 t|V-PROP-UNIT-AREA AcCmTransparency AcAecLayerStandard Property Tie Dimensions AcXRefLayerPropertyOverride x18242 t|V-PROP-TIES-DIMS AcCmTransparency
AcAecLayerStandard Property Ties AcXRefLayerPropertyOverride x18242 t|V-PROP-TIES-LINE AcCmTransparency AcAecLayerStandard Field Staked Points AcXRefLayerPropertyOverride x18242 t|V-NODE-STAK-DATE
AcCmTransparency AcAecLayerStandard Common Element Linework AcXRefLayerPropertyOverride x18242 t|V-PROP-CMNE-LINE AcCmTransparency AcAecLayerStandard Limited Common Element Linework
AcXRefLayerPropertyOverride x18242 t|V-PROP-LCES-LINE AcCmTransparency AcAecLayerStandard Limited Common Element Text AcXRefLayerPropertyOverride x18242 t|V-PROP-LCES-TEXT AcCmTransparency
AcAecLayerStandard Common Element Text AcXRefLayerPropertyOverride x18242 t|V-PROP-CMNE-TEXT AcAecLayerStandard Existing Utility Structures AcXRefLayerPropertyOverride x18242 t|V-UTIL-STRC
AcCmTransparency AcAecLayerStandard Existing Creek Linework AcXRefLayerPropertyOverride x18242 t|V-CREK-LINE AcCmTransparency AcAecLayerStandard Field Collected GPS Points AcXRefLayerPropertyOverrid
e x18242 t|V-NODE-GNSS-DATE AcCmTransparency AcAecLayerStandard New Lot Symbols AcXRefLayerPropertyOverride x18242 t|V-PROP-LOTS-SYMB AcCmTransparency AcAecLayerStandard Existing Off
Site Tree Symbols AcXRefLayerPropertyOverride x18242 t|V-PLNT-TREE-OFST AcCmTransparency AcAecLayerStandard Existing Off Site Tree Text AcXRefLayerPropertyOverride x18242 t|V-PLNT-TEXT-OFST
AcCmTransparency AcAecLayerStandard Existing Rockery Symbols AcXRefLayerPropertyOverride x18242 t|V-RKRY-SYMB AcCmTransparency AcAecLayerStandard Design Clearing Limit Points AcXRefLayerPropertyOver
ride x18242 t|VC-NODE-CLRG AcCmTransparency AcAecLayerStandard Field Collected Asbuilt Points AcXRefLayerPropertyOverride x18242 t|VR-NODE-DATE AcCmTransparency AcAecLayerStandard Existing
Wetland Buffer Lines AcXRefLayerPropertyOverride x18242 t|V-WETL-BUFF-LINE AcCmTransparency AcAecLayerStandard Existing Wetland Buffer Text AcXRefLayerPropertyOverride x18242 t|V-WETL-BUFF-TEXT
AcCmTransparency AcAecLayerStandard Existing Wetland Text AcXRefLayerPropertyOverride x18242 t|V-WETL-TEXT AcCmTransparency AcAecLayerStandard Existing Tree Tag Numbers AcXRefLayerPropertyOverride
x18242 t|V-PLNT-TREE-NUMB AcAecLayerStandard Traverse Control Symbols AcXRefLayerPropertyOverride x18242 t|V-CTRL-SYMB AcCmTransparency AcAecLayerStandard Unit Elevations AcXRefLayerPropertyOverride
x18242 t|V-PROP-UNIT-ELEV AcCmTransparency AcAecLayerStandard Unit Celing Breaks AcXRefLayerPropertyOverride x18242 t|V-PROP-UNIT-CLNG AcCmTransparency AcAecLayerStandard Unit Floor
Breaks AcXRefLayerPropertyOverride x18242 t|V-PROP-UNIT-FLOR AcCmTransparency AcAecLayerStandard Centerline Tangent Lines AcXRefLayerPropertyOverride x18242 t|V-PROP-CTNL-TNGT AcAecLayerStandard
Existing Concrete, Brick, & Gravel Hatching AcCmTransparency AcXRefLayerPropertyOverride x18242 t|V-ROAD-ASPH-PATT AcXRefLayerPropertyOverride x18242 t|V-FELD-TEXT AcAecLayerStandard
Field Collected Topo Points AcCmTransparency AcXRefLayerPropertyOverride x18242 t|V-NODE-TOPO-2018-12-07 AcXRefLayerPropertyOverride x18242 t|CORE AcXRefLayerPropertyOverride x18242
t|LEGEND AcXRefLayerPropertyOverride x18242 t|EX-FENCE AcAecLayerStandard AcXRefLayerPropertyOverride x18242 t|SV-CTRL-EXST-SYM AcXRefLayerPropertyOverride x18242 t|BNDY-TIE_LIN AcAecLayerStandard
SITE ACCESS PATTERN AcCmTransparency AcXRefLayerPropertyOverride x18242 A|C-SITE-CONC-PATT-RAMP AcAecLayerStandard SITE CONCRETE PADS AcCmTransparency AcXRefLayerPropertyOverride x18242
A|C-SITE-ASPH-RAMP-PATT AcAecLayerStandard SITE CONCRETE PADS AcCmTransparency AcXRefLayerPropertyOverride x18242 A|C-SITE-ASPH-RAMP AcAecLayerStandard SITE CONCRETE PADS AcCmTransparency
AcXRefLayerPropertyOverride x18242 A|C-SITE-CRTYD AcAecLayerStandard SITE ACCESS PATTERN AcCmTransparency AcXRefLayerPropertyOverride x18242 A|C-SITRE-STRIP-CRTYD AcAecLayerStandard
SITE CONCRETE PADS AcCmTransparency AcXRefLayerPropertyOverride x18242 A|C-SITE-CONC-CRTYD AcAecLayerStandard AcCmTransparency AcXRefLayerPropertyOverride x18242 A|C-SITE-RAIL AcAecLayerStandard
Field Collected Topo Points AcCmTransparency AcXRefLayerPropertyOverride x18242 t|V-NODE-TOPO-2021-03-17 AcAecLayerStandard Arch Ph II Parking Lot AcCmTransparency AcXRefLayerPropertyOverride
x18242 A|C-PHASE 2 PARKING NUMBER 15 AcAecLayerStandard Arch Ph II Parking Lot AcCmTransparency AcXRefLayerPropertyOverride x18242 A|Layer1 AcAecLayerStandard Arch Ph II Parking Lot
AcCmTransparency AcXRefLayerPropertyOverride x18242 A|C-PHASE 2 PARKING NUMBER AcAecLayerStandard Arch Ph II Parking Lot AcCmTransparency AcXRefLayerPropertyOverride x18242 A|C-PHASE
2 PARKING TIRE STOP AcAecLayerStandard Arch Ph II Parking Lot AcCmTransparency AcXRefLayerPropertyOverride x18242 A|C-PHASE 2 PARKING-STRIP AcAecLayerStandard Existing Curb Lines AcCmTransparency
AcXRefLayerPropertyOverride x18242 t|V-SITE-CURB AcCmTransparency AcAecLayerStandard SITE PEDISTIRAN WALKWAY AcXRefLayerPropertyOverride x18242 A|C-SITE-PEDS-WKWY AcAecLayerStandard
SHEET TEXT AcCmTransparency C-ANNO-TEXT-PH1 AcAecLayerStandard Arch Ph II Parking Lot AcCmTransparency AcXRefLayerPropertyOverride x18242 A|C-PHASE 2 PARKING-CURB AcCmTransparency AcAecLayerStandard
ROAD SAWCUT AcXRefLayerPropertyOverride x18242 S|C-ROAD-SAWC AcAecLayerStandard SITE CONCRETE PADS AcCmTransparency AcXRefLayerPropertyOverride x18242 S|C-SITE-ASPH-PATT AcCmTransparency
AcAecLayerStandard SITE PLANTER PATTERN AcXRefLayerPropertyOverride x18242 S|C-SITE-PLNT-PATT AcAecLayerStandard Field Collected Topo Points AcCmTransparency AcXRefLayerPropertyOverride
x18242 t|Layer1 AcCmTransparency AcAecLayerStandard Field Collected Topo Points AcXRefLayerPropertyOverride x18242 t|V-NODE-TOPO-2022-01-07 AcCmTransparency AcAecLayerStandard Field
Collected Asbuilt Points AcXRefLayerPropertyOverride x18242 t|VR-NODE-2021-10-14 AcAecLayerStandard SITE ACCESS PATTERN AcCmTransparency AcXRefLayerPropertyOverride x18242 S|X-UTIL
ADSK_XREC_LAYER_COLOR_OVR {ADSK_LYR_COLOR_OVERRIDE } {ADSK_LYR_COLOR_OVERRIDE } AcAecLayerStandard SITE ACCESS PATTERN AcCmTransparency AcXRefLayerPropertyOverride x18242 S|C-SITE-PEDS-WKWY-PATT
AcAecLayerStandard SITE CONCRETE PADS AcCmTransparency AcXRefLayerPropertyOverride x18242 S|C-SITE-TRSH-RECP AcAecLayerStandard SITE CONCRETE PADS AcCmTransparency AcXRefLayerPropertyOverride
x18242 S|V-SITE-TRSH-RECP AcAecLayerStandard SITE CONCRETE PADS AcCmTransparency AcXRefLayerPropertyOverride x18242 S|C-SITE-CONC-PARKING AcAecLayerStandard ROAD OVERLAY PATTERN AcXRefLayerPropertyO
verride x18242 S|C-ROAD-OLAY-PATT AcAecLayerStandard DET-Path AcCmTransparency AcXRefLayerPropertyOverride x18242 S|L-SITE-CONC AcAecLayerStandard AcCmTransparency AcXRefLayerPropertyOverride
x18242 S|L-SITE-CONC-SCOR AcCmTransparency AcAecLayerStandard CENTERLINE ALIGNMENTS AcXRefLayerPropertyOverride x18242 U|C-PROP-CNTL AcCmTransparency AcAecLayerStandard TINN EXIST GROUND
MINOR CONTOUR AcXRefLayerPropertyOverride x18242 U|V-TINN-EGND-MINR AcCmTransparency AcAecLayerStandard TINN FINISHED GROUND CONTOUR MINOR AcXRefLayerPropertyOverride x18242 U|C-TINN-FGND-MINR
AcCmTransparency AcAecLayerStandard LOT DIMENSION AcXRefLayerPropertyOverride x18242 U|C-PROP-LOTS-DIMS AcCmTransparency AcAecLayerStandard LOT LINE AcXRefLayerPropertyOverride x18242
U|C-PROP-LOTS-LINE AcCmTransparency AcAecLayerStandard LOT NUMBER AND AREAS AcXRefLayerPropertyOverride x18242 U|C-PROP-LOTS-TEXT AcAecLayerStandard EROSION INLET FILTERS AcXRefLayerPropertyOverride
x18242 U|C-EROS-INPR AcCmTransparency AcAecLayerStandard STORM MAIN LINE PIPE AcXRefLayerPropertyOverride x18242 U|C-STRM-PIPE AcCmTransparency AcAecLayerStandard STORM SERVICE LINE
AND CLEANOUTS AcXRefLayerPropertyOverride x18242 U|C-STRM-SERV AcCmTransparency AcAecLayerStandard SEWER MAIN LINE PIPES AcXRefLayerPropertyOverride x18242 U|C-SSWR-PIPE AcCmTransparency
AcAecLayerStandard SEWER SERVICE LINE AND CLEANOUT AcXRefLayerPropertyOverride x18242 U|C-SSWR-SERV AcAecLayerStandard TRIM LAYER FOR MASKING AcXRefLayerPropertyOverride x18242 U|C-TRIM-LINE
AcCmTransparency AcAecLayerStandard WATER FITTING AND APPURTENANCES AcXRefLayerPropertyOverride x18242 U|C-WATR-APRT AcCmTransparency AcAecLayerStandard WATER PLAN TEXT AcXRefLayerPropertyOverride
x18242 U|C-WATR-TEXT AcAecLayerStandard EXISTING PROFILE GRADE AcXRefLayerPropertyOverride x18242 U|V-PROF-EGND AcAecLayerStandard PROFILE OF FINISHED GRADE AcXRefLayerPropertyOverride
x18242 U|C-PROF-FGND AcAecLayerStandard TINN CURB FEATURE AcXRefLayerPropertyOverride x18242 U|C-TINN-CURB-FEAT AcAecLayerStandard STORM STRUCTURES AcXRefLayerPropertyOverride x18242
U|C-STRM-STRC AcCmTransparency AcAecLayerStandard CORRIDOR ASSEMBLY AcXRefLayerPropertyOverride x18242 U|C-CORR-ASSM AcCmTransparency AcAecLayerStandard CORRIDOR ROAD AcXRefLayerPropertyOverride
x18242 U|C-CORR AcCmTransparency AcAecLayerStandard TINN FEATURE LINES AcXRefLayerPropertyOverride x18242 U|C-TINN-GRAD-FEAT AcCmTransparency AcAecLayerStandard CENTERLINE ALIGNMENTS
STATIONING AcXRefLayerPropertyOverride x18242 U|C-PROP-CNTL-STAN AcCmTransparency AcAecLayerStandard TINN GRADING GROUPS AcXRefLayerPropertyOverride x18242 U|C-TINN-GRAD-GROP AcCmTransparency
AcAecLayerStandard PROFILE VIEWS AcXRefLayerPropertyOverride x18242 U|C-PROF AcAecLayerStandard PROFILE VIEW AcXRefLayerPropertyOverride x18242 U|C-PROF-VIEW AcAecLayerStandard PROFILE
VIEW TEXT (text displayed on all sheets) AcXRefLayerPropertyOverride x18242 U|C-PROF-VIEW-TEXT AcAecLayerStandard NO PLOT AND CONSTRUCTION ITEMS AND NOTES AcXRefLayerPropertyOverride
x18242 U|Z-NPLT AcAecLayerStandard PROFILE VIEW TITLE AcXRefLayerPropertyOverride x18242 U|C-PROF-VIEW-TITL AcXRefLayerPropertyOverride x18242 U|C- AcAecLayerStandard TINN FINISHED
GROUND CONTOUR MAJOR AcXRefLayerPropertyOverride x18242 U|C-TINN-FGND-MAJR AcAecLayerStandard EXISTING STORM PLAN PIPE AcXRefLayerPropertyOverride x18242 U|V-STRM-PIPE AcAecLayerStandard
EXISTING STORM PROFILE AcXRefLayerPropertyOverride x18242 U|V-STRM-PROF AcAecLayerStandard EXISTING SEWER PIPE AcXRefLayerPropertyOverride x18242 U|V-SSWR-PIPE AcAecLayerStandard EXISTING
SEWER PROFILE AcXRefLayerPropertyOverride x18242 U|V-SSWR-PROF AcCmTransparency AcAecLayerStandard SHEET TEXT AcXRefLayerPropertyOverride x18242 U|C-ANNO-TEXT AcAecLayerStandard CENTERLINE
TABLE AcXRefLayerPropertyOverride x18242 U|C-PROP-CNTL-TABL AcAecLayerStandard CORRIDOR SECTIONS AcXRefLayerPropertyOverride x18242 U|C-CORR-SECT AcAecLayerStandard TINN GRADING SLOPE
AND SPOT TEXT AcXRefLayerPropertyOverride x18242 U|C-TINN-GRAD-TEXT AcAecLayerStandard CORRIDOR TEXT AcXRefLayerPropertyOverride x18242 U|C-CORR-TEXT AcAecLayerStandard LOT TABLE AcXRefLayerProperty
Override x18242 U|C-PROP-LOTS-TABL AcAecLayerStandard TINN EXIST GROUND CONTOUR MAJOR AcXRefLayerPropertyOverride x18242 U|V-TINN-EGND-MAJR AcAecLayerStandard CORRIDOR LINKS AcXRefLayerPropertyOverri
de x18242 U|C-CORR-LINK AcAecLayerStandard CORRIDOR SHAPES AcXRefLayerPropertyOverride x18242 U|C-CORR-SHAP AcAecLayerStandard CORRIDOR SHAP PATT AcXRefLayerPropertyOverride x18242 U|C-CORR-SHAP-PATT
AcAecLayerStandard SHEET MATCH LINE AcXRefLayerPropertyOverride x18242 U|C-ANNO-MLIN AcAecLayerStandard SECTION SAMPLE LINE TEXT AcXRefLayerPropertyOverride x18242 U|C-SAMP-TEXT AcAecLayerStandard
EROSION RIPRAP AcXRefLayerPropertyOverride x18242 U|C-EROS-RIPR AcAecLayerStandard CENTERLINE CONTROL SYMBOLS AcXRefLayerPropertyOverride x18242 U|C-PROP-CNTL-SYMB AcCmTransparency
AcAecLayerStandard SAMPLE LINES AcXRefLayerPropertyOverride x18242 U|C-SAMP-LINE AcCmTransparency AcAecLayerStandard UTILITY EASEMENT AcXRefLayerPropertyOverride x18242 U|C-ESMT-UTIL
AcAecLayerStandard SHEET LAYOUT VIEWPORTS AcXRefLayerPropertyOverride x18242 U|C-ANNO-VPRT AcAecLayerStandard DIMENSIONS AcXRefLayerPropertyOverride x18242 U|C-ANNO-DIMS AcAecLayerStandard
TINN DITCH FEATURE AcXRefLayerPropertyOverride x18242 U|C-TINN-DTCH-FEAT AcAecLayerStandard TINN SURFACE CUT LINE AcXRefLayerPropertyOverride x18242 U|C-TINN-CUT AcAecLayerStandard
TINN SURFACE FILL AcXRefLayerPropertyOverride x18242 U|C-TINN-FILL AcAecLayerStandard TINN SLOPE FEATURES TOPS AND TOES AcXRefLayerPropertyOverride x18242 U|C-TINN-WALL-FEAT AcAecLayerStandard
ASSEMBLY SHAPE BORDER AcXRefLayerPropertyOverride x18242 U|C-ASMB-SHAPE-BRDR AcAecLayerStandard ASSEMBLY SHAPE AcXRefLayerPropertyOverride x18242 U|C-ASMB-SHAPE AcAecLayerStandard COMMUNICATION
STRUCTURE AcXRefLayerPropertyOverride x18242 U|C-COMM-STRC AcAecLayerStandard ROAD ASPHALT PATTERN AcXRefLayerPropertyOverride x18242 U|C-ROAD-ASPH-PATT AcAecLayerStandard LOT SETBACK
LINE AcXRefLayerPropertyOverride x18242 U|C-PROP-LOTS-SBCK AcAecLayerStandard SECTION EXISTING SURFACE AcXRefLayerPropertyOverride x18242 U|C-SECT-EGND AcAecLayerStandard SECTION POINT
AcXRefLayerPropertyOverride x18242 U|C-SECT-NODE AcAecLayerStandard SECTION VIEW TITLE AcXRefLayerPropertyOverride x18242 U|C-SECT-VIEW-TITLE AcAecLayerStandard SECTION VIEW BORDER
AcXRefLayerPropertyOverride x18242 U|C-SECT-BRDR AcAecLayerStandard SECTION VIEW AXIS TITLE AcXRefLayerPropertyOverride x18242 U|C-SECT-AXIS-TITLE AcAecLayerStandard SECTION VIEW TEXT
AcXRefLayerPropertyOverride x18242 U|C-SECT-VIEW-TEXT AcAecLayerStandard SECTION VIEW AXIS TICKS AcXRefLayerPropertyOverride x18242 U|C-SECT-AXIS-TICKS AcAecLayerStandard SECTION GRID
AcXRefLayerPropertyOverride x18242 U|C-SECT-GRID AcAecLayerStandard ASSEMBLY BASE POINT AcXRefLayerPropertyOverride x18242 U|C-ASMB-BASE-NODE AcAecLayerStandard ASSEMBLY OFFSET BASE
PONT AcXRefLayerPropertyOverride x18242 U|C-ASMB-OFFSET-NODE AcAecLayerStandard ASSEMBLY BASE LINE AcXRefLayerPropertyOverride x18242 U|C-ASMB-BASE-LINE AcAecLayerStandard ASSEMBLY
OFFSET BASE LINE AcXRefLayerPropertyOverride x18242 U|C-ASMB-OFFSET AcAecLayerStandard ASSEMBLY POINT AcXRefLayerPropertyOverride x18242 U|C-ASMB-NODE AcAecLayerStandard NO PLOT SYMBOLS
FOR PLANS - PLOT ON PROFILES (USE FOR PROJECTIONS) AcXRefLayerPropertyOverride x18242 U|Z-NPLT-SYMB AcCmTransparency AcAecLayerStandard WATER PART PROFILE AcXRefLayerPropertyOverride
x18242 U|C-WATR-PROF-APRT AcAecLayerStandard EROSION TEXT AcXRefLayerPropertyOverride x18242 U|C-EROS-TEXT AcAecLayerStandard EXISTING WATER PROFILE AcXRefLayerPropertyOverride x18242
U|V-WATR-PROF AcAecLayerStandard EXISTING STORM STRUCTURE AcXRefLayerPropertyOverride x18242 U|V-STRM-STRC AcXRefLayerPropertyOverride x18242 U|0-XREF AcCmTransparency AcAecLayerStandard
SITE WALL TEXT AcXRefLayerPropertyOverride x18242 U|C-SITE-WALL-TEXT AcAecLayerStandard WATER MAINLINE PIPES AcXRefLayerPropertyOverride x18242 U|C-WATR-PIPE AcCmTransparency AcAecLayerStandard
WATER PIPE PROFILES AcXRefLayerPropertyOverride x18242 U|C-WATR-PROF AcAecLayerStandard EXISTING PROFILE TEXT AcXRefLayerPropertyOverride x18242 U|V-PROF-TEXT AcAecLayerStandard ROAD
PAVEMENT MARKINGS AcXRefLayerPropertyOverride x18242 U|C-ROAD-MRKG AcAecLayerStandard AcXRefLayerPropertyOverride x18242 U|trim AcAecLayerStandard SITE METAL AND CHAINLINK FENCING AcXRefLayerPropert
yOverride x18242 U|C-SITE-FENM AcCmTransparency AcAecLayerStandard STORM VAULT EXTERIOR AcXRefLayerPropertyOverride x18242 U|C-STRM-VALT-EXTR AcCmTransparency AcAecLayerStandard STORM
VAULT INTERIOR AcXRefLayerPropertyOverride x18242 U|C-STRM-VALT-INTR AcCmTransparency AcAecLayerStandard EROSION CONSTRUCTION ENTRANCE AcXRefLayerPropertyOverride x18242 U|C-EROS-CNTE
AcCmTransparency AcAecLayerStandard EROSION TREE PROTECTION FENCING AcXRefLayerPropertyOverride x18242 U|C-EROS-FENT AcAecLayerStandard EROSION SILT FENCING AcCmTransparency AcXRefLayerPropertyOverr
ide x18242 U|C-EROS-SILT AcCmTransparency AcAecLayerStandard EROSION CHECK DAMS AcXRefLayerPropertyOverride x18242 U|C-EROS-RDAM AcCmTransparency AcAecLayerStandard EROSION CONSTRUCTION
ENTRANCE PATT AcXRefLayerPropertyOverride x18242 U|C-EROS-CNTE-PATT AcAecLayerStandard TINN FINISHED GROUND SURFACE AcXRefLayerPropertyOverride x18242 U|C-TINN-FGND AcAecLayerStandard
TINN PROPOSED CONTOUR TEXT AcXRefLayerPropertyOverride x18242 U|C-TINN-FGND-TEXT AcCmTransparency AcAecLayerStandard TINN EXISTING CONTOUR TEXT AcXRefLayerPropertyOverride x18242 U|V-TINN-EGND-TEXT
AcCmTransparency AcAecLayerStandard SHEET MATCH LINE TEXT AcXRefLayerPropertyOverride x18242 U|C-ANNO-MLIN-TEXT AcCmTransparency AcAecLayerStandard WETLAND BOUNDARY LINE AcXRefLayerPropertyOverride
x18242 U|V-WETL-LINE AcCmTransparency AcAecLayerStandard WETLAND PATTERN AcXRefLayerPropertyOverride x18242 U|V-WETL-PATT AcCmTransparency AcAecLayerStandard WETLAND BUFFER AcXRefLayerPropertyOverri
de x18242 U|V-WETL-BUFF AcCmTransparency AcAecLayerStandard WATER HYDRANTS AcXRefLayerPropertyOverride x18242 U|C-WATR-HYDR AcCmTransparency AcAecLayerStandard WATER METERS AcXRefLayerPropertyOverrid
e x18242 U|C-WATR-METR AcCmTransparency AcAecLayerStandard TINN EXIST GROUND CONTOUR MAJOR AcXRefLayerPropertyOverride x18242 U|V-TINN-EGND AcAecLayerStandard DRAINAGE EASEMENT AcXRefLayerPropertyOve
rride x18242 U|C-ESMT-STRM AcAecLayerStandard SEWER EASEMENT AcXRefLayerPropertyOverride x18242 U|C-ESMT-SSWR AcAecLayerStandard WATER EASEMENT AcXRefLayerPropertyOverride x18242 U|C-ESMT-WATR
AcAecLayerStandard ACCESS EASEMENT AcXRefLayerPropertyOverride x18242 U|C-ESMT-ACCS AcCmTransparency AcAecLayerStandard SITE ACCESS PATTERN AcXRefLayerPropertyOverride x18242 U|C-SITE-CONC-PATT
AcCmTransparency AcAecLayerStandard ROAD SIDEWALK AcXRefLayerPropertyOverride x18242 U|C-ROAD-SWLK AcCmTransparency AcAecLayerStandard ROAD SIDEWALK PATTERN AcXRefLayerPropertyOverride
x18242 U|C-ROAD-SWLK-PATT AcCmTransparency AcAecLayerStandard STORM POND TOP AcXRefLayerPropertyOverride x18242 U|C-STRM-POND-TOP AcCmTransparency AcAecLayerStandard STORM POND BOTTOM
AcXRefLayerPropertyOverride x18242 U|C-STRM-POND-BOTT AcCmTransparency AcAecLayerStandard SITE WOOD FENCING AcXRefLayerPropertyOverride x18242 U|C-SITE-FENW AcCmTransparency AcAecLayerStandard
STORM SWALE PATTERN AcXRefLayerPropertyOverride x18242 U|C-STRM-SWAL-PATT AcCmTransparency AcAecLayerStandard TINN FINISHED GRADE DAYLIGHT AcXRefLayerPropertyOverride x18242 U|C-TINN-FGND-DAYL
AcCmTransparency AcAecLayerStandard ROAD ASPHALT PAVEMENT AcXRefLayerPropertyOverride x18242 U|C-ROAD-ASPH AcCmTransparency AcAecLayerStandard ROAD SAWCUT AcXRefLayerPropertyOverride
x18242 U|C-ROAD-SAWC AcCmTransparency AcAecLayerStandard ROAD GRAVEL AcXRefLayerPropertyOverride x18242 U|C-ROAD-GRVL AcAecLayerStandard ROAD GRAVEL PATTERN AcXRefLayerPropertyOverride
x18242 U|C-ROAD-GRVL-PATT AcCmTransparency AcAecLayerStandard STORM PIPE FLOW ARROWS AcXRefLayerPropertyOverride x18242 U|C-STRM-ARRO AcCmTransparency AcAecLayerStandard SEWER STRUCTURES
AcXRefLayerPropertyOverride x18242 U|C-SSWR-STRC AcCmTransparency AcAecLayerStandard SEWER FLOW ARROWS AcXRefLayerPropertyOverride x18242 U|C-SSWR-ARRO AcAecLayerStandard EXISTING PROFILE
UTILITY AcCmTransparency AcXRefLayerPropertyOverride x18242 U|V-WATR-PIPE AcAecLayerStandard ROAD CURBS AcXRefLayerPropertyOverride x18242 U|C-ROAD-CURB AcAecLayerStandard ROAD GUTTER
AcXRefLayerPropertyOverride x18242 U|C-ROAD-GUTT AcAecLayerStandard ROAD DRIVEWAYS AcXRefLayerPropertyOverride x18242 U|C-ROAD-DRIV AcAecLayerStandard ROAD DRIVEWAY CONCRETE PATTERN
AcXRefLayerPropertyOverride x18242 U|C-ROAD-DRIV-PATT AcAecLayerStandard SITE TRAIL AcXRefLayerPropertyOverride x18242 U|C-SITE-TRAL AcAecLayerStandard SITE TRAIL PATTERN AcXRefLayerPropertyOverride
x18242 U|C-SITE-TRAL-PATT AcAecLayerStandard COMMUNICATION LINE AcXRefLayerPropertyOverride x18242 U|C-COMM AcAecLayerStandard SITE PATH PATTERN AcXRefLayerPropertyOverride x18242 U|C-SITE-PATH-PATT
AcAecLayerStandard SITE CONCRETE PADS AcXRefLayerPropertyOverride x18242 U|C-SITE-CONC AcAecLayerStandard ROAD CONCRETE PATTERN AcXRefLayerPropertyOverride x18242 U|C-ROAD-CONC-PATT
AcAecLayerStandard ROAD SIDEWALK RAMP AcXRefLayerPropertyOverride x18242 U|C-ROAD-RAMP AcAecLayerStandard ROAD SIDEWALK RAMP PATTERN AcXRefLayerPropertyOverride x18242 U|C-ROAD-RAMP-PATT
AcAecLayerStandard SITE ROCK WALLS AcXRefLayerPropertyOverride x18242 U|C-SITE-WALL-ROCK AcAecLayerStandard SITE BLOCK WALLS AcXRefLayerPropertyOverride x18242 U|C-SITE-WALL-BLCK AcAecLayerStandard
STORM SWALE AcXRefLayerPropertyOverride x18242 U|C-STRM-SWAL AcAecLayerStandard EROSION SWALE AcXRefLayerPropertyOverride x18242 U|C-EROS-SWAL AcAecLayerStandard CLEARING LIMITS THIN
BOLD LINE AcXRefLayerPropertyOverride x18242 U|C-EROS-CLRG-THIN AcAecLayerStandard CLEARING LIMTS THICK SHADED LINE AcCmTransparency AcXRefLayerPropertyOverride x18242 U|C-EROS-CLRG-THCK
AcAecLayerStandard EROSION PIPE AcXRefLayerPropertyOverride x18242 U|C-EROS-PIPE AcAecLayerStandard SEWER PIPE TEXT AcXRefLayerPropertyOverride x18242 U|C-SSWR-PIPE-TEXT AcAecLayerStandard
STORM STORM PIPE TEXT AcXRefLayerPropertyOverride x18242 U|C-STRM-PIPE-TEXT AcAecLayerStandard STORM POND WATER LEVEL LINE AcXRefLayerPropertyOverride x18242 U|C-STRM-POND-WATR AcAecLayerStandard
STORM VAULT WATER LEVEL LINE AcXRefLayerPropertyOverride x18242 U|C-STRM-VALT-WATR AcAecLayerStandard STORM RIP RAP AcXRefLayerPropertyOverride x18242 U|C-STRM-RIPR AcCmTransparency
AcAecLayerStandard EROSION CONSTRUCTION FENCING AcXRefLayerPropertyOverride x18242 U|C-EROS-FENC AcCmTransparency AcAecLayerStandard EXISTING WATER PLAN TEXT AcXRefLayerPropertyOverride
x18242 U|V-WATR-TEXT AcCmTransparency AcAecLayerStandard EXISTING STORM PLAN PIPE AcXRefLayerPropertyOverride x18242 U|V-STRM-TEXT AcCmTransparency AcAecLayerStandard EXISTING SEWER
PLAN PIPE TEXT AcXRefLayerPropertyOverride x18242 U|V-SSWR-PIPE-TEXT AcAecLayerStandard SITE STEEP SLOPE LINE AcXRefLayerPropertyOverride x18242 U|C-SITE-SLOPE AcAecLayerStandard SITE
STEEP SLOPE BUFFER AcXRefLayerPropertyOverride x18242 U|C-SITE-SLOPE-BUFF AcAecLayerStandard ROAD OVERLAY PATTERN AcXRefLayerPropertyOverride x18242 U|C-ROAD-OLAY-PATT AcAecLayerStandard
SITE MAILBOXES AcXRefLayerPropertyOverride x18242 U|C-SITE-MBOX AcAecLayerStandard SITE SIGNS AcXRefLayerPropertyOverride x18242 U|C-SITE-SIGN AcCmTransparency AcAecLayerStandard EXISTING
SEWER PROFILE TEXT AcXRefLayerPropertyOverride x18242 U|V-SSWR-PROF-TEXT AcCmTransparency AcAecLayerStandard EXISTING STORM PROFILE PIPE TEXT AcXRefLayerPropertyOverride x18242 U|V-STRM-PROF-TEXT
AcCmTransparency AcAecLayerStandard EXIST WATER PROFILE PIPE TEXT AcXRefLayerPropertyOverride x18242 U|V-WATR-PROF-TEXT AcCmTransparency AcAecLayerStandard WATER PROFILE TEXT AcXRefLayerPropertyOve
rride x18242 U|C-WATR-PROF-TEXT AcCmTransparency AcAecLayerStandard PROFILE ROAD VERTICAL CURVES TEXT(turned off on sewer and water plan) AcXRefLayerPropertyOverride x18242 U|C-PROF-ROAD-TEXT
AcCmTransparency AcAecLayerStandard STORM PROFILE TEXT AcXRefLayerPropertyOverride x18242 U|C-STRM-PROF-TEXT AcCmTransparency AcAecLayerStandard EROSION POND TOP AcXRefLayerPropertyOverride
x18242 U|C-EROS-POND-TOP AcCmTransparency AcAecLayerStandard STORM PROFILES AcXRefLayerPropertyOverride x18242 U|C-STRM-PROF AcCmTransparency AcAecLayerStandard STORM STRUCTURES TEXT
AcXRefLayerPropertyOverride x18242 U|C-STRM-STRC-TEXT AcCmTransparency AcAecLayerStandard EXISTING SEWER STRUCTURE AcXRefLayerPropertyOverride x18242 U|V-SSWR-STRC AcCmTransparency
AcAecLayerStandard SEWER PROFILES AcXRefLayerPropertyOverride x18242 U|C-SSWR-PROF AcCmTransparency AcAecLayerStandard PROFILE TEXT AcXRefLayerPropertyOverride x18242 U|C-PROF-TEXT
AcCmTransparency AcAecLayerStandard SITE PLANTER PATTERN AcXRefLayerPropertyOverride x18242 U|C-SITE-PLNT-PATT AcCmTransparency AcAecLayerStandard TINN BUILDING FEATURE AcXRefLayerPropertyOverride
x18242 U|C-TINN-BLDG-FEAT AcXRefLayerPropertyOverride x18242 U|C-CORR-FEAT AcCmTransparency AcAecLayerStandard NO PLOT SYMBOLS FOR PLANS - PLOT ON PROFILES (USED FOR PROFILE DESIGN
CHECKS) AcXRefLayerPropertyOverride x18242 U|Z-NPLT-PROF AcAecLayerStandard SEWER PIPE TEXT AcCmTransparency AcXRefLayerPropertyOverride x18242 U|C-SSWR-STRC-TEXT AcAecLayerStandard
EXISTING SEWER STRUCTURE AcCmTransparency AcXRefLayerPropertyOverride x18242 U|C-SSWR-PROF-TEXT AcAecLayerStandard ROAD UTILITY LIGHTS AcXRefLayerPropertyOverride x18242 U|C-UTIL-LITE
AcCmTransparency AcAecLayerStandard WETLAND BUFFER LINE AcXRefLayerPropertyOverride x18242 U|C-WETL-BUFF-LINE AcAecLayerStandard AcCmTransparency AcXRefLayerPropertyOverride x18242
U|X-SITE AcAecLayerStandard SHEET TEXT AcCmTransparency AcXRefLayerPropertyOverride x18242 U|X-TOPO AcAecLayerStandard ASSEMBLY OFFSET BASE PONT AcCmTransparency AcXRefLayerPropertyOverride
x18242 U|X-PLAT AcAecLayerStandard ASSEMBLY OFFSET BASE PONT AcCmTransparency AcXRefLayerPropertyOverride x18242 U|X-UTIL AcCmTransparency AcAecLayerStandard STORM SERVICE PROFILES
AcXRefLayerPropertyOverride x18242 U|C-STRM-SERV-PROF AcCmTransparency AcAecLayerStandard SEWER SERVICE PROFILES AcXRefLayerPropertyOverride x18242 U|C-SSWR-SERV-PROF AcCmTransparency
AcAecLayerStandard TINN FINISHED GRADE BOUNDARY AcXRefLayerPropertyOverride x18242 U|C-TINN-FGND-BNDY AcAecLayerStandard Roadways: assemblies and subassemblies AcXRefLayerPropertyOverride
x18242 U|C-ROAD-ASSM AcAecLayerStandard Roadways: assembly baseline AcXRefLayerPropertyOverride x18242 U|C-ROAD-ASSM-BLIN AcAecLayerStandard Roadways: assembly offset AcXRefLayerPropertyOverride
x18242 U|C-ROAD-ASSM-OFFS AcAecLayerStandard Roadways: feature line AcXRefLayerPropertyOverride x18242 U|C-ROAD-FEAT AcAecLayerStandard Roadways: corridor and section links AcXRefLayerPropertyOverri
de x18242 U|C-ROAD-LINK AcAecLayerStandard Roadways: corridor and section marks AcXRefLayerPropertyOverride x18242 U|C-ROAD-MARK AcAecLayerStandard Roadways: corridor and section shapes
AcXRefLayerPropertyOverride x18242 U|C-ROAD-SHAP AcAecLayerStandard Roadways: corridor and section shapes hatching AcXRefLayerPropertyOverride x18242 U|C-ROAD-SHAP-PATT AcXRefLayerPropertyOverride
x18242 U|C-TOPO-FEAT AcCmTransparency AcAecLayerStandard WATER MAINLINE PIPE NETWORK AcXRefLayerPropertyOverride x18242 U|C-WATR-PIPE-NETW AcCmTransparency AcAecLayerStandard WATER
PROFILE NETWORK AcXRefLayerPropertyOverride x18242 U|C-WATR-PROF-NETW AcXRefLayerPropertyOverride x18242 U|C-PROP-CNTL-TALBOT AcAecLayerStandard STORM MAIN LINE PIPE AcCmTransparency
AcXRefLayerPropertyOverride x18242 U|C-STRM-PERF-PIPE AcAecLayerStandard RAK {ACET-LAYISO Continuous F ACET-LAYISO} AcXRefLayerPropertyOverride x18242 U|WA-Trim AcCmTransparency AcXRefLayerPropertyO
verride x18242 U|C-TINN-EGND-TEXT AcAecLayerStandard ASSEMBLY OFFSET BASE PONT AcCmTransparency AcXRefLayerPropertyOverride x18242 U|X-ARCH AcAecLayerStandard AcCmTransparency AcXRefLayerPropertyOver
ride x18242 U|X-OTHERS AcCmTransparency AcXRefLayerPropertyOverride x18242 U|C-TINN-FGND (N) AcAecLayerStandard Roadways: assembly baseline AcCmTransparency AcXRefLayerPropertyOverride
x18242 U|C-POWR-TRAN AcCmTransparency AcAecLayerStandard SITE PEDISTIRAN BENCH AcXRefLayerPropertyOverride x18242 U|C-SITE-PEDS-BENCH AcXRefLayerPropertyOverride x18242 U|C-TRANSFORMER
AcAecLayerStandard STORM MAIN LINE PIPE AcCmTransparency AcXRefLayerPropertyOverride x18242 U|C-STRM-PIPE-PH2 AcAecLayerStandard STORM SERVICE LINE AND CLEANOUTS AcCmTransparency AcXRefLayerProperty
Override x18242 U|C-STRM-SERV-PH2 AcAecLayerStandard STORM PIPE FLOW ARROWS AcCmTransparency AcXRefLayerPropertyOverride x18242 U|C-STRM-ARRO-PH2 AcAecLayerStandard STORM MAIN LINE PIPE
AcCmTransparency AcXRefLayerPropertyOverride x18242 U|C-STRM-VEG-FLOW AcAecLayerStandard ZERO AcCmTransparency AcXRefLayerPropertyOverride x18242 U|C-HNDHLD-LINE AcCmTransparency AcXRefLayerProperty
Override x18242 U|C-TINN-FGND ADJ-TEXT AcAecLayerStandard CLEARING LIMTS THICK SHADED LINE AcCmTransparency AcXRefLayerPropertyOverride x18242 U|C-EROS-AREA-DISTR AcCmTransparency AcXRefLayerProperty
Override x18242 U|C-TINN-FGND ADJ AcAecLayerStandard TINN PROPOSED CONTOUR TEXT AcCmTransparency AcXRefLayerPropertyOverride x18242 U|C-TINN-FGND-SLOPE AcAecLayerStandard SHEET TEXT
AcCmTransparency AcXRefLayerPropertyOverride x18242 U|C-ANNO-REV-CLOUD AcAecLayerStandard AcCmTransparency AcXRefLayerPropertyOverride x18242 S|C-SITE-RAIL AcAecLayerStandard Arch Ph
II Parking Lot AcCmTransparency AcXRefLayerPropertyOverride x18242 S|C-PHASE 2 PARKING NUMBER AcAecLayerStandard Arch Ph II Parking Lot AcCmTransparency AcXRefLayerPropertyOverride
x18242 S|C-PHASE 2 PARKING TIRE STOP AcAecLayerStandard Arch Ph II Parking Lot AcCmTransparency AcXRefLayerPropertyOverride x18242 S|C-PHASE 2 PARKING-STRIP AcAecLayerStandard Arch
Ph II Parking Lot AcCmTransparency AcXRefLayerPropertyOverride x18242 S|C-PHASE 2 PARKING-CURB AcCmTransparency AcAecLayerStandard SITE CURB REMOVAL AcXRefLayerPropertyOverride x18242
S|V-SITE-CURB-REMV AcAecLayerStandard Existing Curb Lines AcCmTransparency AcXRefLayerPropertyOverride x18242 S|V-SITE-CURB AcCmTransparency AcAecLayerStandard CENTERLINE ALIGNMENTS
AcXRefLayerPropertyOverride x18242 Ph2 L|C-PROP-CNTL AcCmTransparency AcAecLayerStandard TINN EXIST GROUND MINOR CONTOUR AcXRefLayerPropertyOverride x18242 Ph2 L|V-TINN-EGND-MINR AcCmTransparency
AcAecLayerStandard TINN FINISHED GROUND CONTOUR MINOR AcXRefLayerPropertyOverride x18242 Ph2 L|C-TINN-FGND-MINR AcCmTransparency AcAecLayerStandard LOT DIMENSION AcXRefLayerPropertyOverride
x18242 Ph2 L|C-PROP-LOTS-DIMS AcCmTransparency AcAecLayerStandard LOT LINE AcXRefLayerPropertyOverride x18242 Ph2 L|C-PROP-LOTS-LINE AcCmTransparency AcAecLayerStandard LOT NUMBER AND
AREAS AcXRefLayerPropertyOverride x18242 Ph2 L|C-PROP-LOTS-TEXT AcAecLayerStandard EROSION INLET FILTERS AcXRefLayerPropertyOverride x18242 Ph2 L|C-EROS-INPR AcCmTransparency AcAecLayerStandard
STORM MAIN LINE PIPE AcXRefLayerPropertyOverride x18242 Ph2 L|C-STRM-PIPE AcCmTransparency AcAecLayerStandard STORM SERVICE LINE AND CLEANOUTS AcXRefLayerPropertyOverride x18242 Ph2
L|C-STRM-SERV AcCmTransparency AcAecLayerStandard SEWER MAIN LINE PIPES AcXRefLayerPropertyOverride x18242 Ph2 L|C-SSWR-PIPE AcCmTransparency AcAecLayerStandard SEWER SERVICE LINE AND
CLEANOUT AcXRefLayerPropertyOverride x18242 Ph2 L|C-SSWR-SERV-PIPE AcAecLayerStandard TRIM LAYER FOR MASKING AcXRefLayerPropertyOverride x18242 Ph2 L|C-TRIM-LINE AcCmTransparency AcAecLayerStandard
WATER FITTING AND APPURTENANCES AcXRefLayerPropertyOverride x18242 Ph2 L|C-WATR-APRT AcCmTransparency AcAecLayerStandard WATER PLAN TEXT AcXRefLayerPropertyOverride x18242 Ph2 L|C-WATR-TEXT
AcAecLayerStandard EXISTING PROFILE GRADE AcXRefLayerPropertyOverride x18242 Ph2 L|V-PROF-EGND AcAecLayerStandard PROFILE OF FINISHED GRADE AcXRefLayerPropertyOverride x18242 Ph2 L|C-PROF-FGND
AcAecLayerStandard TINN CURB FEATURE AcXRefLayerPropertyOverride x18242 Ph2 L|C-TINN-CURB-FEAT AcAecLayerStandard STORM STRUCTURES AcXRefLayerPropertyOverride x18242 Ph2 L|C-STRM-STRC
AcCmTransparency AcAecLayerStandard CORRIDOR ASSEMBLY AcXRefLayerPropertyOverride x18242 Ph2 L|C-CORR-ASSM AcCmTransparency AcAecLayerStandard CORRIDOR ROAD AcXRefLayerPropertyOverride
x18242 Ph2 L|C-CORR AcCmTransparency AcAecLayerStandard TINN FEATURE LINES AcXRefLayerPropertyOverride x18242 Ph2 L|C-TINN-GRAD-FEAT AcCmTransparency AcAecLayerStandard CENTERLINE ALIGNMENTS
STATIONING AcXRefLayerPropertyOverride x18242 Ph2 L|C-PROP-CNTL-STAN AcCmTransparency AcAecLayerStandard TINN GRADING GROUPS AcXRefLayerPropertyOverride x18242 Ph2 L|C-TINN-GRAD-GROP
AcCmTransparency AcAecLayerStandard PROFILE VIEWS AcXRefLayerPropertyOverride x18242 Ph2 L|C-PROF AcAecLayerStandard PROFILE VIEW AcXRefLayerPropertyOverride x18242 Ph2 L|C-PROF-VIEW
AcAecLayerStandard PROFILE VIEW TEXT (text displayed on all sheets) AcXRefLayerPropertyOverride x18242 Ph2 L|C-PROF-VIEW-TEXT AcAecLayerStandard NO PLOT AND CONSTRUCTION ITEMS AND
NOTES AcXRefLayerPropertyOverride x18242 Ph2 L|Z-NPLT AcAecLayerStandard PROFILE VIEW TITLE AcXRefLayerPropertyOverride x18242 Ph2 L|C-PROF-VIEW-TITL AcXRefLayerPropertyOverride x18242
Ph2 L|C- AcAecLayerStandard TINN FINISHED GROUND CONTOUR MAJOR AcXRefLayerPropertyOverride x18242 Ph2 L|C-TINN-FGND-MAJR AcAecLayerStandard EXISTING STORM PLAN PIPE AcXRefLayerPropertyOverride
x18242 Ph2 L|V-STRM-PIPE AcAecLayerStandard EXISTING STORM PROFILE AcXRefLayerPropertyOverride x18242 Ph2 L|V-STRM-PROF AcAecLayerStandard EXISTING SEWER PIPE AcXRefLayerPropertyOverride
x18242 Ph2 L|V-SSWR-PIPE AcAecLayerStandard EXISTING SEWER PROFILE AcXRefLayerPropertyOverride x18242 Ph2 L|V-SSWR-PROF AcCmTransparency AcAecLayerStandard SHEET TEXT AcXRefLayerPropertyOverride
x18242 Ph2 L|C-ANNO-TEXT AcAecLayerStandard CENTERLINE TABLE AcXRefLayerPropertyOverride x18242 Ph2 L|C-PROP-CNTL-TABL AcAecLayerStandard CORRIDOR SECTIONS AcXRefLayerPropertyOverride
x18242 Ph2 L|C-CORR-SECT AcAecLayerStandard TINN GRADING SLOPE AND SPOT TEXT AcXRefLayerPropertyOverride x18242 Ph2 L|C-TINN-GRAD-TEXT AcAecLayerStandard CORRIDOR TEXT AcXRefLayerPropertyOverride
x18242 Ph2 L|C-CORR-TEXT AcAecLayerStandard LOT TABLE AcXRefLayerPropertyOverride x18242 Ph2 L|C-PROP-LOTS-TABL AcAecLayerStandard TINN EXIST GROUND CONTOUR MAJOR AcXRefLayerPropertyOverride
x18242 Ph2 L|V-TINN-EGND-MAJR AcAecLayerStandard CORRIDOR LINKS AcXRefLayerPropertyOverride x18242 Ph2 L|C-CORR-LINK AcAecLayerStandard CORRIDOR SHAPES AcXRefLayerPropertyOverride x18242
Ph2 L|C-CORR-SHAP AcAecLayerStandard CORRIDOR SHAP PATT AcXRefLayerPropertyOverride x18242 Ph2 L|C-CORR-SHAP-PATT AcAecLayerStandard SHEET MATCH LINE AcXRefLayerPropertyOverride x18242
Ph2 L|C-ANNO-MLIN AcAecLayerStandard SECTION SAMPLE LINE TEXT AcXRefLayerPropertyOverride x18242 Ph2 L|C-SAMP-TEXT AcAecLayerStandard EROSION RIPRAP AcXRefLayerPropertyOverride x18242
Ph2 L|C-EROS-RIPR AcAecLayerStandard CENTERLINE CONTROL SYMBOLS AcXRefLayerPropertyOverride x18242 Ph2 L|C-PROP-CNTL-SYMB AcCmTransparency AcAecLayerStandard SAMPLE LINES AcXRefLayerPropertyOverride
x18242 Ph2 L|C-SAMP-LINE AcCmTransparency AcAecLayerStandard UTILITY EASEMENT AcXRefLayerPropertyOverride x18242 Ph2 L|C-ESMT-UTIL AcAecLayerStandard SHEET LAYOUT VIEWPORTS AcXRefLayerPropertyOverri
de x18242 Ph2 L|C-ANNO-VPRT AcAecLayerStandard DIMENSIONS AcXRefLayerPropertyOverride x18242 Ph2 L|C-ANNO-DIMS AcAecLayerStandard TINN DITCH FEATURE AcXRefLayerPropertyOverride x18242
Ph2 L|C-TINN-DTCH-FEAT AcAecLayerStandard TINN SURFACE CUT LINE AcXRefLayerPropertyOverride x18242 Ph2 L|C-TINN-CUT AcAecLayerStandard TINN SURFACE FILL AcXRefLayerPropertyOverride
x18242 Ph2 L|C-TINN-FILL AcAecLayerStandard TINN SLOPE FEATURES TOPS AND TOES AcXRefLayerPropertyOverride x18242 Ph2 L|C-TINN-WALL-FEAT AcAecLayerStandard ASSEMBLY SHAPE BORDER AcXRefLayerPropertyOv
erride x18242 Ph2 L|C-ASMB-SHAPE-BRDR AcAecLayerStandard ASSEMBLY SHAPE AcXRefLayerPropertyOverride x18242 Ph2 L|C-ASMB-SHAPE AcAecLayerStandard COMMUNICATION STRUCTURE AcXRefLayerPropertyOverride
x18242 Ph2 L|C-COMM-STRC AcAecLayerStandard ROAD ASPHALT PATTERN AcXRefLayerPropertyOverride x18242 Ph2 L|C-ROAD-ASPH-PATT AcAecLayerStandard LOT SETBACK LINE AcXRefLayerPropertyOverride
x18242 Ph2 L|C-PROP-LOTS-SBCK AcAecLayerStandard SECTION EXISTING SURFACE AcXRefLayerPropertyOverride x18242 Ph2 L|C-SECT-EGND AcAecLayerStandard SECTION POINT AcXRefLayerPropertyOverride
x18242 Ph2 L|C-SECT-NODE AcAecLayerStandard SECTION VIEW TITLE AcXRefLayerPropertyOverride x18242 Ph2 L|C-SECT-VIEW-TITLE AcAecLayerStandard SECTION VIEW BORDER AcXRefLayerPropertyOverride
x18242 Ph2 L|C-SECT-BRDR AcAecLayerStandard SECTION VIEW AXIS TITLE AcXRefLayerPropertyOverride x18242 Ph2 L|C-SECT-AXIS-TITLE AcAecLayerStandard SECTION VIEW TEXT AcXRefLayerPropertyOverride
x18242 Ph2 L|C-SECT-VIEW-TEXT AcAecLayerStandard SECTION VIEW AXIS TICKS AcXRefLayerPropertyOverride x18242 Ph2 L|C-SECT-AXIS-TICKS AcAecLayerStandard SECTION GRID AcXRefLayerPropertyOverride
x18242 Ph2 L|C-SECT-GRID AcAecLayerStandard ASSEMBLY BASE POINT AcXRefLayerPropertyOverride x18242 Ph2 L|C-ASMB-BASE-NODE AcAecLayerStandard ASSEMBLY OFFSET BASE PONT AcXRefLayerPropertyOverride
x18242 Ph2 L|C-ASMB-OFFSET-NODE AcAecLayerStandard ASSEMBLY BASE LINE AcXRefLayerPropertyOverride x18242 Ph2 L|C-ASMB-BASE-LINE AcAecLayerStandard ASSEMBLY OFFSET BASE LINE AcXRefLayerPropertyOverri
de x18242 Ph2 L|C-ASMB-OFFSET AcAecLayerStandard ASSEMBLY POINT AcXRefLayerPropertyOverride x18242 Ph2 L|C-ASMB-NODE AcAecLayerStandard NO PLOT SYMBOLS FOR PLANS - PLOT ON PROFILES (USE
FOR PROJECTIONS) AcXRefLayerPropertyOverride x18242 Ph2 L|Z-NPLT-SYMB AcCmTransparency AcAecLayerStandard WATER PART PROFILE AcXRefLayerPropertyOverride x18242 Ph2 L|C-WATR-PROF-APRT
AcAecLayerStandard EROSION TEXT AcXRefLayerPropertyOverride x18242 Ph2 L|C-EROS-TEXT AcAecLayerStandard EXISTING WATER PROFILE AcXRefLayerPropertyOverride x18242 Ph2 L|V-WATR-PROF AcAecLayerStandard
EXISTING STORM STRUCTURE AcXRefLayerPropertyOverride x18242 Ph2 L|V-STRM-STRC AcAecLayerStandard XREF MISC DWG AcXRefLayerPropertyOverride x18242 Ph2 L|0-XREF AcCmTransparency AcAecLayerStandard
SITE WALL TEXT AcXRefLayerPropertyOverride x18242 Ph2 L|C-SITE-WALL-TEXT AcAecLayerStandard WATER MAINLINE PIPES AcXRefLayerPropertyOverride x18242 Ph2 L|C-WATR-PIPE AcCmTransparency
AcAecLayerStandard WATER PIPE PROFILES AcXRefLayerPropertyOverride x18242 Ph2 L|C-WATR-PROF AcAecLayerStandard EXISTING PROFILE TEXT AcXRefLayerPropertyOverride x18242 Ph2 L|V-PROF-TEXT
AcAecLayerStandard ROAD PAVEMENT MARKINGS AcXRefLayerPropertyOverride x18242 Ph2 L|C-ROAD-MRKG AcAecLayerStandard AcXRefLayerPropertyOverride x18242 Ph2 L|trim AcAecLayerStandard SITE
METAL AND CHAINLINK FENCING AcXRefLayerPropertyOverride x18242 Ph2 L|C-SITE-FENM AcCmTransparency AcAecLayerStandard STORM VAULT EXTERIOR AcXRefLayerPropertyOverride x18242 Ph2 L|C-STRM-VALT-EXTR
AcCmTransparency AcAecLayerStandard STORM VAULT INTERIOR AcXRefLayerPropertyOverride x18242 Ph2 L|C-STRM-VALT-INTR AcCmTransparency AcAecLayerStandard EROSION CONSTRUCTION ENTRANCE
AcXRefLayerPropertyOverride x18242 Ph2 L|C-EROS-CNTE AcCmTransparency AcAecLayerStandard EROSION TREE PROTECTION FENCING AcXRefLayerPropertyOverride x18242 Ph2 L|C-EROS-FENT AcAecLayerStandard
EROSION SILT FENCING AcCmTransparency AcXRefLayerPropertyOverride x18242 Ph2 L|C-EROS-SILT AcCmTransparency AcAecLayerStandard EROSION CHECK DAMS AcXRefLayerPropertyOverride x18242
Ph2 L|C-EROS-RDAM AcCmTransparency AcAecLayerStandard EROSION CONSTRUCTION ENTRANCE PATT AcXRefLayerPropertyOverride x18242 Ph2 L|C-EROS-CNTE-PATT AcAecLayerStandard TINN FINISHED GROUND
SURFACE AcXRefLayerPropertyOverride x18242 Ph2 L|C-TINN-FGND AcAecLayerStandard TINN PROPOSED CONTOUR TEXT AcXRefLayerPropertyOverride x18242 Ph2 L|C-TINN-FGND-TEXT AcCmTransparency
AcAecLayerStandard TINN EXISTING CONTOUR TEXT AcXRefLayerPropertyOverride x18242 Ph2 L|V-TINN-EGND-TEXT AcCmTransparency AcAecLayerStandard SHEET MATCH LINE TEXT AcXRefLayerPropertyOverride
x18242 Ph2 L|C-ANNO-MLIN-TEXT AcCmTransparency AcAecLayerStandard WETLAND BOUNDARY LINE AcXRefLayerPropertyOverride x18242 Ph2 L|V-WETL-LINE AcCmTransparency AcAecLayerStandard WETLAND
PATTERN AcXRefLayerPropertyOverride x18242 Ph2 L|V-WETL-PATT AcCmTransparency AcAecLayerStandard WETLAND BUFFER AcXRefLayerPropertyOverride x18242 Ph2 L|V-WETL-BUFF AcCmTransparency
AcAecLayerStandard WATER HYDRANTS AcXRefLayerPropertyOverride x18242 Ph2 L|C-WATR-HYDR AcCmTransparency AcAecLayerStandard WATER METERS AcXRefLayerPropertyOverride x18242 Ph2 L|C-WATR-METR
AcCmTransparency AcAecLayerStandard TINN EXIST GROUND CONTOUR MAJOR AcXRefLayerPropertyOverride x18242 Ph2 L|V-TINN-EGND AcAecLayerStandard DRAINAGE EASEMENT AcXRefLayerPropertyOverride
x18242 Ph2 L|C-ESMT-STRM AcAecLayerStandard SEWER EASEMENT AcXRefLayerPropertyOverride x18242 Ph2 L|C-ESMT-SSWR AcAecLayerStandard WATER EASEMENT AcXRefLayerPropertyOverride x18242
Ph2 L|C-ESMT-WATR AcAecLayerStandard ACCESS EASEMENT AcXRefLayerPropertyOverride x18242 Ph2 L|C-ESMT-ACCS AcCmTransparency AcAecLayerStandard SITE ACCESS PATTERN AcXRefLayerPropertyOverride
x18242 Ph2 L|C-SITE-CONC-PATT AcCmTransparency AcAecLayerStandard ROAD SIDEWALK AcXRefLayerPropertyOverride x18242 Ph2 L|C-ROAD-SWLK AcCmTransparency AcAecLayerStandard ROAD SIDEWALK
PATTERN AcXRefLayerPropertyOverride x18242 Ph2 L|C-ROAD-SWLK-PATT AcCmTransparency AcAecLayerStandard STORM POND TOP AcXRefLayerPropertyOverride x18242 Ph2 L|C-STRM-POND-TOP AcCmTransparency
AcAecLayerStandard STORM POND BOTTOM AcXRefLayerPropertyOverride x18242 Ph2 L|C-STRM-POND-BOTT AcCmTransparency AcAecLayerStandard SITE WOOD FENCING AcXRefLayerPropertyOverride x18242
Ph2 L|C-SITE-FENW AcCmTransparency AcAecLayerStandard STORM SWALE PATTERN AcXRefLayerPropertyOverride x18242 Ph2 L|C-STRM-SWAL-PATT AcCmTransparency AcAecLayerStandard TINN FINISHED
GRADE DAYLIGHT AcXRefLayerPropertyOverride x18242 Ph2 L|C-TINN-FGND-DAYL AcCmTransparency AcAecLayerStandard ROAD ASPHALT PAVEMENT AcXRefLayerPropertyOverride x18242 Ph2 L|C-ROAD-ASPH
AcCmTransparency AcAecLayerStandard ROAD SAWCUT AcXRefLayerPropertyOverride x18242 Ph2 L|C-ROAD-SAWC AcCmTransparency AcAecLayerStandard ROAD GRAVEL AcXRefLayerPropertyOverride x18242
Ph2 L|C-ROAD-GRVL AcAecLayerStandard ROAD GRAVEL PATTERN AcXRefLayerPropertyOverride x18242 Ph2 L|C-ROAD-GRVL-PATT AcCmTransparency AcAecLayerStandard STORM PIPE FLOW ARROWS AcXRefLayerPropertyOverr
ide x18242 Ph2 L|C-STRM-ARRO AcCmTransparency AcAecLayerStandard SEWER STRUCTURES AcXRefLayerPropertyOverride x18242 Ph2 L|C-SSWR-STRC AcCmTransparency AcAecLayerStandard SEWER FLOW
ARROWS AcXRefLayerPropertyOverride x18242 Ph2 L|C-SSWR-ARRO AcAecLayerStandard EXISTING PROFILE UTILITY AcCmTransparency AcXRefLayerPropertyOverride x18242 Ph2 L|V-WATR-PIPE AcAecLayerStandard
ROAD CURBS AcXRefLayerPropertyOverride x18242 Ph2 L|C-ROAD-CURB AcAecLayerStandard ROAD GUTTER AcXRefLayerPropertyOverride x18242 Ph2 L|C-ROAD-GUTT AcAecLayerStandard ROAD DRIVEWAYS
AcXRefLayerPropertyOverride x18242 Ph2 L|C-ROAD-DRIV AcAecLayerStandard ROAD DRIVEWAY CONCRETE PATTERN AcXRefLayerPropertyOverride x18242 Ph2 L|C-ROAD-DRIV-PATT AcAecLayerStandard SITE
TRAIL AcXRefLayerPropertyOverride x18242 Ph2 L|C-SITE-TRAL AcAecLayerStandard SITE TRAIL PATTERN AcXRefLayerPropertyOverride x18242 Ph2 L|C-SITE-TRAL-PATT AcAecLayerStandard COMMUNICATION
LINE AcXRefLayerPropertyOverride x18242 Ph2 L|C-COMM AcAecLayerStandard SITE PATH PATTERN AcXRefLayerPropertyOverride x18242 Ph2 L|C-SITE-PATH-PATT AcAecLayerStandard SITE CONCRETE
PADS AcXRefLayerPropertyOverride x18242 Ph2 L|C-SITE-CONC AcAecLayerStandard ROAD CONCRETE PATTERN AcXRefLayerPropertyOverride x18242 Ph2 L|C-ROAD-CONC-PATT AcAecLayerStandard ROAD
SIDEWALK RAMP AcXRefLayerPropertyOverride x18242 Ph2 L|C-ROAD-RAMP AcAecLayerStandard ROAD SIDEWALK RAMP PATTERN AcXRefLayerPropertyOverride x18242 Ph2 L|C-ROAD-RAMP-PATT AcAecLayerStandard
SITE ROCK WALLS AcXRefLayerPropertyOverride x18242 Ph2 L|C-SITE-WALL-ROCK AcAecLayerStandard SITE BLOCK WALLS AcXRefLayerPropertyOverride x18242 Ph2 L|C-SITE-WALL-BLCK AcAecLayerStandard
STORM SWALE AcXRefLayerPropertyOverride x18242 Ph2 L|C-STRM-SWAL AcAecLayerStandard EROSION SWALE AcXRefLayerPropertyOverride x18242 Ph2 L|C-EROS-SWAL AcAecLayerStandard CLEARING LIMITS
THIN BOLD LINE AcXRefLayerPropertyOverride x18242 Ph2 L|C-EROS-CLRG-THIN AcAecLayerStandard CLEARING LIMTS THICK SHADED LINE AcXRefLayerPropertyOverride x18242 Ph2 L|C-EROS-CLRG-THCK
AcAecLayerStandard EROSION PIPE AcXRefLayerPropertyOverride x18242 Ph2 L|C-EROS-PIPE AcAecLayerStandard SEWER PIPE TEXT AcXRefLayerPropertyOverride x18242 Ph2 L|C-SSWR-PIPE-TEXT AcAecLayerStandard
STORM STORM PIPE TEXT AcXRefLayerPropertyOverride x18242 Ph2 L|C-STRM-PIPE-TEXT AcAecLayerStandard STORM POND WATER LEVEL LINE AcXRefLayerPropertyOverride x18242 Ph2 L|C-STRM-POND-WATR
AcAecLayerStandard STORM VAULT WATER LEVEL LINE AcXRefLayerPropertyOverride x18242 Ph2 L|C-STRM-VALT-WATR AcAecLayerStandard STORM RIP RAP AcXRefLayerPropertyOverride x18242 Ph2 L|C-STRM-RIPR
AcCmTransparency AcAecLayerStandard EROSION CONSTRUCTION FENCING AcXRefLayerPropertyOverride x18242 Ph2 L|C-EROS-FENC AcCmTransparency AcAecLayerStandard EXISTING WATER PLAN TEXT AcXRefLayerProperty
Override x18242 Ph2 L|V-WATR-TEXT AcCmTransparency AcAecLayerStandard EXISTING STORM PLAN PIPE AcXRefLayerPropertyOverride x18242 Ph2 L|V-STRM-TEXT AcCmTransparency AcAecLayerStandard
EXISTING SEWER PLAN PIPE TEXT AcXRefLayerPropertyOverride x18242 Ph2 L|V-SSWR-PIPE-TEXT AcAecLayerStandard SITE STEEP SLOPE LINE AcXRefLayerPropertyOverride x18242 Ph2 L|C-SITE-SLOPE
AcAecLayerStandard SITE STEEP SLOPE BUFFER AcXRefLayerPropertyOverride x18242 Ph2 L|C-SITE-SLOPE-BUFF AcAecLayerStandard ROAD OVERLAY PATTERN AcXRefLayerPropertyOverride x18242 Ph2
L|C-ROAD-OLAY-PATT AcAecLayerStandard SITE MAILBOXES AcXRefLayerPropertyOverride x18242 Ph2 L|C-SITE-MBOX AcAecLayerStandard SITE SIGNS AcXRefLayerPropertyOverride x18242 Ph2 L|C-SITE-SIGN
AcCmTransparency AcAecLayerStandard EXISTING SEWER PROFILE TEXT AcXRefLayerPropertyOverride x18242 Ph2 L|V-SSWR-PROF-TEXT AcCmTransparency AcAecLayerStandard EXISTING STORM PROFILE
PIPE TEXT AcXRefLayerPropertyOverride x18242 Ph2 L|V-STRM-PROF-TEXT AcCmTransparency AcAecLayerStandard EXIST WATER PROFILE PIPE TEXT AcXRefLayerPropertyOverride x18242 Ph2 L|V-WATR-PROF-TEXT
AcCmTransparency AcAecLayerStandard WATER PROFILE TEXT AcXRefLayerPropertyOverride x18242 Ph2 L|C-WATR-PROF-TEXT AcCmTransparency AcAecLayerStandard PROFILE ROAD VERTICAL CURVES TEXT(turned
off on sewer and water plan) AcXRefLayerPropertyOverride x18242 Ph2 L|C-PROF-ROAD-TEXT AcCmTransparency AcAecLayerStandard STORM PROFILE TEXT AcXRefLayerPropertyOverride x18242 Ph2
L|C-STRM-PROF-TEXT AcCmTransparency AcAecLayerStandard EROSION POND TOP AcXRefLayerPropertyOverride x18242 Ph2 L|C-EROS-POND-TOP AcCmTransparency AcAecLayerStandard STORM PROFILES AcXRefLayerPropert
yOverride x18242 Ph2 L|C-STRM-PROF AcCmTransparency AcAecLayerStandard STORM STRUCTURES TEXT AcXRefLayerPropertyOverride x18242 Ph2 L|C-STRM-STRC-TEXT AcCmTransparency AcAecLayerStandard
EXISTING SEWER STRUCTURE AcXRefLayerPropertyOverride x18242 Ph2 L|V-SSWR-STRC AcCmTransparency AcAecLayerStandard SEWER PROFILES AcXRefLayerPropertyOverride x18242 Ph2 L|C-SSWR-PROF
AcCmTransparency AcAecLayerStandard PROFILE TEXT AcXRefLayerPropertyOverride x18242 Ph2 L|C-PROF-TEXT AcCmTransparency AcAecLayerStandard SITE PLANTER PATTERN AcXRefLayerPropertyOverride
x18242 Ph2 L|C-SITE-PLNT-PATT AcCmTransparency AcAecLayerStandard TINN BUILDING FEATURE AcXRefLayerPropertyOverride x18242 Ph2 L|C-TINN-BLDG-FEAT AcAecLayerStandard FEATURE LINES AcXRefLayerProperty
Override x18242 Ph2 L|C-CORR-FEAT AcCmTransparency AcAecLayerStandard NO PLOT SYMBOLS FOR PLANS - PLOT ON PROFILES (USED FOR PROFILE DESIGN CHECKS) AcXRefLayerPropertyOverride x18242
Ph2 L|Z-NPLT-PROF AcAecLayerStandard SEWER PIPE TEXT AcCmTransparency AcXRefLayerPropertyOverride x18242 Ph2 L|C-SSWR-STRC-TEXT AcAecLayerStandard EXISTING SEWER STRUCTURE AcCmTransparency
AcXRefLayerPropertyOverride x18242 Ph2 L|C-SSWR-PROF-TEXT AcAecLayerStandard ROAD UTILITY LIGHTS AcXRefLayerPropertyOverride x18242 Ph2 L|C-UTIL-LITE AcCmTransparency AcAecLayerStandard
WETLAND BUFFER LINE AcXRefLayerPropertyOverride x18242 Ph2 L|C-WETL-BUFF-LINE AcCmTransparency AcAecLayerStandard XREF S DWG AcXRefLayerPropertyOverride x18242 Ph2 L|X-SITE AcCmTransparency
AcAecLayerStandard XREF T DWG AcXRefLayerPropertyOverride x18242 Ph2 L|X-TOPO AcCmTransparency AcAecLayerStandard XREF H DWG AcXRefLayerPropertyOverride x18242 Ph2 L|X-PLAT AcCmTransparency
AcAecLayerStandard XREF U DWG AcXRefLayerPropertyOverride x18242 Ph2 L|X-UTIL AcCmTransparency AcAecLayerStandard STORM SERVICE PROFILES AcXRefLayerPropertyOverride x18242 Ph2 L|C-STRM-SERV-PROF
AcCmTransparency AcAecLayerStandard SEWER SERVICE PROFILES AcXRefLayerPropertyOverride x18242 Ph2 L|C-SSWR-SERV-PROF AcCmTransparency AcAecLayerStandard TINN FINISHED GRADE BOUNDARY
AcXRefLayerPropertyOverride x18242 Ph2 L|C-TINN-FGND-BNDY AcAecLayerStandard Roadways: assemblies and subassemblies AcXRefLayerPropertyOverride x18242 Ph2 L|C-ROAD-ASSM AcAecLayerStandard
Roadways: assembly baseline AcXRefLayerPropertyOverride x18242 Ph2 L|C-ROAD-ASSM-BLIN AcAecLayerStandard Roadways: assembly offset AcXRefLayerPropertyOverride x18242 Ph2 L|C-ROAD-ASSM-OFFS
AcAecLayerStandard Roadways: feature line AcXRefLayerPropertyOverride x18242 Ph2 L|C-ROAD-FEAT AcAecLayerStandard Roadways: corridor and section links AcXRefLayerPropertyOverride x18242
Ph2 L|C-ROAD-LINK AcAecLayerStandard Roadways: corridor and section marks AcXRefLayerPropertyOverride x18242 Ph2 L|C-ROAD-MARK AcAecLayerStandard Roadways: corridor and section shapes
AcXRefLayerPropertyOverride x18242 Ph2 L|C-ROAD-SHAP AcAecLayerStandard Roadways: corridor and section shapes hatching AcXRefLayerPropertyOverride x18242 Ph2 L|C-ROAD-SHAP-PATT AcXRefLayerPropertyOv
erride x18242 Ph2 L|C-TOPO-FEAT AcCmTransparency AcAecLayerStandard WATER MAINLINE PIPE NETWORK AcXRefLayerPropertyOverride x18242 Ph2 L|C-WATR-PIPE-NETW AcCmTransparency AcAecLayerStandard
WATER PROFILE NETWORK AcXRefLayerPropertyOverride x18242 Ph2 L|C-WATR-PROF-NETW AcXRefLayerPropertyOverride x18242 Ph2 L|C-TINN-EGND-TEXT AcXRefLayerPropertyOverride x18242 Ph2 L|KOBI_Grading
AcAecLayerStandard UTILITY CROSSING INFO AcXRefLayerPropertyOverride x18242 Ph2 L|C-ANNO-XING-TEXT AcAecLayerStandard AcCmTransparency AcXRefLayerPropertyOverride x18242 Ph2 L|L-SITE-CONC-SCOR
AcCmTransparency AcXRefLayerPropertyOverride x18242 Ph2 L|A-WALL-PHS1 AcXRefLayerPropertyOverride x18242 Ph2 L|LP-PATT-GRND AcXRefLayerPropertyOverride x18242 Ph2 L|LP-GRND-EDGE-NPLT
AcAecLayerStandard AcCmTransparency AcXRefLayerPropertyOverride x18242 Ph2 L|L-TREE-CRZN-PATT AcAecLayerStandard Unexceptional trees AcXRefLayerPropertyOverride x18242 Ph2 L|L-TREE-LABL
AcAecLayerStandard AcCmTransparency AcXRefLayerPropertyOverride x18242 Ph2 L|L-TREE-REMV AcAecLayerStandard AcCmTransparency AcXRefLayerPropertyOverride x18242 Ph2 L|L-TREE-TPZ-INNR
AcXRefLayerPropertyOverride x18242 Ph2 L|L-TREE-TRUNK AcCmTransparency AcAecLayerStandard Exceptional Tree - trunk hatch AcXRefLayerPropertyOverride x18242 Ph2 L|L-TREE-TRUNK-EXCP-PATT
AcCmTransparency AcAecLayerStandard Existing Trees AcXRefLayerPropertyOverride x18242 Ph2 L|L-TREE-EXIS AcAecLayerStandard Tree removal dripline AcCmTransparency AcXRefLayerPropertyOverride
x18242 Ph2 L|L-TREE-CNPY-DEMO AcAecLayerStandard Existing Trees AcCmTransparency AcXRefLayerPropertyOverride x18242 Ph2 L|L-TREE-DEMO AcXRefLayerPropertyOverride x18242 Ph2 L|LL-FIXT
AcXRefLayerPropertyOverride x18242 Ph2 L|LK-LITE-025M AcXRefLayerPropertyOverride x18242 Ph2 L|LK-LITE-035M AcXRefLayerPropertyOverride x18242 Ph2 L|LP-TREE RAK {ACET-LAYISO CONTINUOUS
F ACET-LAYISO} AcXRefLayerPropertyOverride x18242 Ph2 L|LK-TREE-050M RAK {ACET-LAYISO CONTINUOUS F ACET-LAYISO} AcXRefLayerPropertyOverride x18242 Ph2 L|LK-TREE-SHAD RAK {ACET-LAYISO
CONTINUOUS F ACET-LAYISO} AcXRefLayerPropertyOverride x18242 Ph2 L|LK-TREE-TRNK RAK {ACET-LAYISO CONTINUOUS F ACET-LAYISO} AcXRefLayerPropertyOverride x18242 Ph2 L|LK-TREE-SHAD-SM30
RAK {ACET-LAYISO CONTINUOUS F ACET-LAYISO} AcXRefLayerPropertyOverride x18242 Ph2 L|LK-TREE-SHAD-SM40 RAK {ACET-LAYISO CONTINUOUS F ACET-LAYISO} AcXRefLayerPropertyOverride x18242 Ph2
L|LK-TREE-SHAD-SM50 RAK {ACET-LAYISO CONTINUOUS F ACET-LAYISO} AcXRefLayerPropertyOverride x18242 Ph2 L|LK-TREE-025M AcXRefLayerPropertyOverride x18242 Ph2 L|LP-SHRB AcXRefLayerPropertyOverride
x18242 Ph2 L|LK-SHRB-035M AcXRefLayerPropertyOverride x18242 Ph2 L|LK-ANNO-CODE-SHRB AcXRefLayerPropertyOverride x18242 Ph2 L|L-SITE-BLKS AcXRefLayerPropertyOverride x18242 Ph2 L|LK-FURN-025M
AcXRefLayerPropertyOverride x18242 Ph2 L|LK-FURN-013M AcAecLayerStandard AcCmTransparency AcXRefLayerPropertyOverride x18242 Ph2 L|L-SITE-FURN-PATT AcXRefLayerPropertyOverride x18242
Ph2 L|LK-BLDR-013M AcAecLayerStandard AcCmTransparency AcXRefLayerPropertyOverride x18242 Ph2 L|LK-BLDR-035M AcXRefLayerPropertyOverride x18242 Ph2 L|LK-BLDR-COLR AcXRefLayerPropertyOverride
x18242 Ph2 L|LK-BLDR-025M AcXRefLayerPropertyOverride x18242 Ph2 L|L-BRDR-NPLT AcXRefLayerPropertyOverride x18242 Ph2 L|L-PATT-013M AcXRefLayerPropertyOverride x18242 Ph2 L|LP-SHAR-BRDR-CONT
AcXRefLayerPropertyOverride x18242 Ph2 L|LP-PATT-SHAR AcXRefLayerPropertyOverride x18242 Ph2 L|LP-SHAR-BRDR-SCAL RAK {ACET-LAYISO CONTINUOUS F ACET-LAYISO} AcXRefLayerPropertyOverride
x18242 Ph2 L|LK-TREE-035M AcXRefLayerPropertyOverride x18242 Ph2 L|L-ANNO-SCHD-TEXT AcXRefLayerPropertyOverride x18242 Ph2 L|L-ANNO-SCHD-LINE RAK {ACET-LAYISO CONTINUOUS F ACET-LAYISO}
AcXRefLayerPropertyOverride x18242 Ph2 L|LK-TREE-013M AcAecLayerStandard Topographic feature: minor (contours) AcXRefLayerPropertyOverride x18242 Ph2 L|L-TOPO-MINR AcAecLayerStandard
ROAD GUTTER AcCmTransparency C-ROAD-GRAD-BRAK AcAecLayerStandard ROAD GUTTER AcXRefLayerPropertyOverride x18242 S|C-ROAD-GUTT AcAecLayerStandard SITE CONCRETE PADS AcCmTransparency
AcXRefLayerPropertyOverride x18242 S|C-ROAD-CONC AcAecLayerStandard SITE ACCESS PATTERN AcCmTransparency AcXRefLayerPropertyOverride x18242 S|C-ROAD-CONC-PATT AcAecLayerStandard SITE
ACCESS PATTERN AcCmTransparency C-SITE-PEDS-WKWY-PATT AcCmTransparency AcAecLayerStandard BUILDING LINE SECTION C-BUILD-LINE SH-TBLK-TITL-TXT AcAecLayerStandard Field Collected Topo
Points AcCmTransparency AcXRefLayerPropertyOverride x18242 t|V-NODE-TOPO-2023-06-28 AcCmTransparency AcAecLayerStandard From design/Contractor AcXRefLayerPropertyOverride x18242 t|V-STRM-PIPE-APPROX
AcAecLayerStandard Arch Ph II Parking Lot AcCmTransparency AcXRefLayerPropertyOverride x18242 S|C-PHASE 1 PARKING-CURB AcCmTransparency AcAecLayerStandard SEWER STRUCTURES AcXRefLayerPropertyOverrid
e x18242 t|C-SSWR-STRC AcCmTransparency AcXRefLayerPropertyOverride x18242 t|C-WATR-PIPE AcXRefLayerPropertyOverride x18242 t|C-SV-EASEMENT-WATER AcCmTransparency AcAecLayerStandard
WATER FITTING AND APPURTENANCES AcXRefLayerPropertyOverride x18242 t|C-WATR-APRT AcCmTransparency AcAecLayerStandard WATER PIPE PROFILES AcXRefLayerPropertyOverride x18242 t|C-WATR-PROF
AcAecLayerStandard AcXRefLayerPropertyOverride x18242 t|trim AcAecLayerStandard RAK {ACET-LAYISO Continuous F ACET-LAYISO} AcXRefLayerPropertyOverride x18242 t|WA-Trim AcAecLayerStandard
STORM MAIN LINE PIPE AcCmTransparency AcXRefLayerPropertyOverride x18242 t|C-STRM-PERF-PIPE AcXRefLayerPropertyOverride x18242 t|C-UT-SEWER-MANHOLE AcAecLayerStandard STORM STRUCTURES
AcXRefLayerPropertyOverride x18242 t|C-STRM-STRC AcAecLayerStandard SHEET TEXT AcCmTransparency AcXRefLayerPropertyOverride x18242 t|C-ANNO-REV AcCmTransparency AcAecLayerStandard SITE
BOLLARD AcXRefLayerPropertyOverride x18242 S|C-SITE-BOLL AcCmTransparency AcAecLayerStandard SITE SINAGE AcXRefLayerPropertyOverride x18242 S|C-SITE-SIGN AcAecLayerStandard STORM STRUCTURES
AcCmTransparency AcXRefLayerPropertyOverride x18242 U|C-STRM-STRC-P2 AcCmTransparency AcXRefLayerPropertyOverride x18242 U|C-TINN-EGND AcAecLayerStandard CENTERLINE ALIGNMENTS AcCmTransparency
AcXRefLayerPropertyOverride x18242 U|C-PROP-CNTL-WATER AcAecLayerStandard CENTERLINE ALIGNMENTS STATIONING AcCmTransparency AcXRefLayerPropertyOverride x18242 U|C-PROP-CNTL-STAN-WATER
AcCmTransparency AcXRefLayerPropertyOverride x18242 U|C-TINN-FGND (1) AcCmTransparency AcXRefLayerPropertyOverride x18242 U|C-TINN-FGND (1)-TEXT AcAecLayerStandard STORM STRUCTURES
AcCmTransparency AcXRefLayerPropertyOverride x18242 U|C-STRM-STRUC-TRNCH-DRAN-P2 AcAecLayerStandard STORM STRUCTURES AcCmTransparency AcXRefLayerPropertyOverride x18242 U|C-STRM-STRUC-CO-P2
AcAecLayerStandard STORM MAIN LINE PIPE AcCmTransparency AcXRefLayerPropertyOverride x18242 U|C-STRM-VEGFL-PH2 NCOPYBINDFROMWHICHDB J:\2018\18242\Correspondence\Received\2023-08-02
Asbuilt Weatherly\18578-Weatherly Inn-Asbuilt-2023-02-21\2386.03 C3D\2386.10 C3D.dwg AcXRefLayerPropertyOverride x18242 U|SV-EASEMENT-WATER NCOPYBINDFROMWHICHDB J:\2018\18242\Correspondence\Received
\2023-08-02 Asbuilt Weatherly\18578-Weatherly Inn-Asbuilt-2023-02-21\2386.03 C3D\2386.10 C3D.dwg AcXRefLayerPropertyOverride x18242 U|2386.10 C3D$0$_2386.03 X-UT$0$C-SV-EASEMENT-WATER
AcAecLayerStandard STORM MAIN LINE PIPE AcCmTransparency AcXRefLayerPropertyOverride x18242 U|C-STRM-PIPE-PH2-FRZ AcAecLayerStandard Existing Water Symbols AcXRefLayerPropertyOverride
x18242 U|V-WATR-STRC AcCmTransparency AcAecLayerStandard LOW VOLTAGE POWER AcXRefLayerPropertyOverride x18242 U|C-UTIL-POWR AcAecLayerStandard SHEET TEXT AcCmTransparency C-ANNO-TEXT-ASBLT
ACAD_GEOGRAPHICDATA ACAD_SORTENTS *Model_Space *Paper_Space *U0 *U1 ACAD_SORTENTS ARROW ACAD_SORTENTS Filter ACAD_SORTENTS AcDbDynamicBlockGUID {E6ECB958-4F06-4744-88DF-CB2728C9292E}
CB1 ACAD_SORTENTS CB1 SLL ACAD_SORTENTS CB1 TC ACAD_SORTENTS CB1 VG ACAD_SORTENTS AcDbDynamicBlockGUID {A28BA004-751B-4D2B-8632-1AFAE554C3E0} CB2-48 ACAD_SORTENTS AcDbDynamicBlockGUID
{C428487E-2B61-47D3-BC19-70201DE0F185} CB2-54 ACAD_SORTENTS AcDbDynamicBlockGUID {08E41B42-E762-49EE-AEBF-8F8DA5F766BD} CB2-60 ACAD_SORTENTS AcDbDynamicBlockGUID {6947023E-D31E-45AD-9797-E1116E1885E
6} CB2-72 ACAD_SORTENTS AcDbDynamicBlockGUID {C0418BD7-8E0F-47D0-8A17-D08A9F8226BF} CB2-96 ACAD_SORTENTS CB2-48 SLL ACAD_SORTENTS CB2-48 TC ACAD_SORTENTS CB2-48 VG ACAD_SORTENTS CB2-54
SLL ACAD_SORTENTS CB2-54 TC ACAD_SORTENTS CB2-54 VG ACAD_SORTENTS CB2-60 SLL ACAD_SORTENTS CB2-60 TC ACAD_SORTENTS CB2-60 VG ACAD_SORTENTS CB2-48 MH ACAD_SORTENTS CB2-48 BC ACAD_SORTENTS
CB2-48 OF ACAD_ENHANCEDBLOCK ACAD_SORTENTS AcDbDynamicBlockRoundTripPurgePreventer AcDbBlockRepETag AcDbDynamicBlockTrueName CO AcDbDynamicBlockGUID {CC67A93D-E78C-A74C-AC63-F29BD926B7F9}
CO ACAD_SORTENTS AcDbDynamicBlockGUID {751EED2C-EAF4-43C2-BD19-C4304B0E4C01} YD ACAD_SORTENTS SSMH 48 ACAD_SORTENTS SSMH 60 ACAD_SORTENTS SSMH 72 ACAD_SORTENTS SSMH 96 _Dot _None ACAD_SORTENTS
CB2-54 MH ACAD_SORTENTS CB2-60 MH ACAD_SORTENTS CB2-72 MH ACAD_SORTENTS CB2-96 MH ACAD_ENHANCEDBLOCK ACAD_SORTENTS AcDbDynamicBlockRoundTripPurgePreventer AcadAnnotative AnnotativeData
{ } AcDbDynamicBlockTrueName CrowsFoot AcDbDynamicBlockGUID {17D96549-608A-0144-AB67-8BB3D3A27996} CrowsFoot ACAD_ENHANCEDBLOCK ACAD_SORTENTS AcDbDynamicBlockRoundTripPurgePreventer
AcadAnnotative AnnotativeData { } AcDbDynamicBlockTrueName CrowsFoot2 AcDbDynamicBlockGUID {B009E648-7E3A-2A47-9BB9-3891E83006D0} CrowsFoot2 ACAD_ENHANCEDBLOCK ACAD_SORTENTS AcDbDynamicBlockRoundTri
pPurgePreventer AcDbDynamicBlockTrueName CO STUB AcDbDynamicBlockGUID {0336F778-A0E4-BA40-ACEF-CC2BA4904A8D} CO STUB _Integral ACAD_ENHANCEDBLOCK AcDbDynamicBlockRoundTripPurgePreventer
AcDbBlockRepETag AcDbDynamicBlockTrueName _BoxBlank AcDbDynamicBlockGUID {905A72AE-3D3E-9447-9C59-C0AF62127462} _BoxBlank AeccArwClosedFilled ACAD_ENHANCEDBLOCK ACAD_SORTENTS AcDbDynamicBlockRoundTr
ipPurgePreventer AcDbBlockRepETag AcDbDynamicBlockTrueName AR2 PIPE AcDbDynamicBlockGUID {9CD9432F-549D-EC46-9B85-8BAF66A606AB} AR2 PIPE AeccTickTriangle AeccTickLine _TagHexagon AcDbDynamicBlockGUID
{802A32C9-BDC3-4ED8-9EF1-21FDCBA3DE2D} AcDbBlockRepETag cb-p-prof AcDbDynamicBlockGUID {4E4DF48A-1723-4128-87B7-B1B33E5EB453} LPTICK tick ACAD_ENHANCEDBLOCK ACAD_SORTENTS AcDbDynamicBlockRoundTripPu
rgePreventer AcDbBlockRepETag AcDbDynamicBlockTrueName WA Fitting AcDbDynamicBlockGUID {47F133DF-BC94-6545-8353-027B93CD3853} WA Fitting ACAD_ENHANCEDBLOCK ACAD_SORTENTS AcDbDynamicBlockRoundTripPurg
ePreventer AcDbBlockRepETag AcDbDynamicBlockTrueName wav-gv-old AcDbDynamicBlockGUID {A6DB9093-D830-1941-A13E-C9E4113A1A21} wav-gv-old ACAD_ENHANCEDBLOCK ACAD_SORTENTS AcDbDynamicBlockRoundTripPurgeP
reventer AcDbBlockRepETag AcDbDynamicBlockTrueName WAV-FLTEE AcDbDynamicBlockGUID {7E285F4B-2423-2748-84CB-D4ABB13E662F} WAV-FLTEE ACAD_ENHANCEDBLOCK ACAD_SORTENTS AcDbDynamicBlockRoundTripPurgePreve
nter AcDbBlockRepETag AcDbDynamicBlockTrueName WAV-MJFH AcDbDynamicBlockGUID {30738687-D6CC-9E4B-BED8-398BAB4D9565} WAV-MJFH ACAD_ENHANCEDBLOCK ACAD_SORTENTS AcDbDynamicBlockRoundTripPurgePreventer
AcDbBlockRepETag AcDbDynamicBlockTrueName WAV-FLMJGV AcDbDynamicBlockGUID {1360EA27-5D62-084A-8BFA-D09CEF8E75E2} WAV-FLMJGV ACAD_SORTENTS WAV-MJGV ACAD_ENHANCEDBLOCK ACAD_SORTENTS AcDbDynamicBlockRo
undTripPurgePreventer AcDbBlockRepETag AcDbDynamicBlockTrueName WAV-MJFLGV AcDbDynamicBlockGUID {166E5635-8EF0-C74C-953E-D00A0553AC21} WAV-MJFLGV ACAD_ENHANCEDBLOCK ACAD_SORTENTS AcDbDynamicBlockRoun
dTripPurgePreventer AcDbDynamicBlockTrueName WAV-FLMJTEE-RT AcDbDynamicBlockGUID {5F3ABCD5-3C8E-0A42-BFF3-37D1DB2DA0EF} WAV-FLMJTEE-RT ACAD_SORTENTS AcDbDynamicBlockGUID {71BCCBEC-A7B8-40C5-9322-1644
FC15E913} _DOT OPEN BASIC _TagCircle ACAD_SORTENTS HANDAH *X62 ACAD_ENHANCEDBLOCK ACAD_SORTENTS AcDbDynamicBlockRoundTripPurgePreventer AcadAnnotative AnnotativeData { } AcDbBlockRepETag
AcDbDynamicBlockTrueName CB1-STD AcDbDynamicBlockGUID {F8994B82-8532-D14C-9487-2C7925DF915A} CB1-STD ACAD_ENHANCEDBLOCK ACAD_SORTENTS AcDbDynamicBlockRoundTripPurgePreventer AcadAnnotative
AnnotativeData { } AcDbBlockRepETag AcDbDynamicBlockTrueName CB1-THRU AcDbDynamicBlockGUID {5EB99028-22DE-B446-9368-2F909E1661B6} CB1-THRU ACAD_ENHANCEDBLOCK ACAD_SORTENTS AcDbDynamicBlockRoundTripP
urgePreventer AcadAnnotative AnnotativeData { } AcDbBlockRepETag AcDbDynamicBlockTrueName CB2-OVFL AcDbDynamicBlockGUID {9CDE9BFC-86AA-5446-92B4-2F92051551BF} CB2-OVFL ACAD_ENHANCEDBLOCK
AcDbDynamicBlockRoundTripPurgePreventer AcadAnnotative AnnotativeData { } AcDbBlockRepETag AcDbDynamicBlockTrueName CB2-SOL AcDbDynamicBlockGUID {3E38751A-FBC1-244D-9BA5-A5341193681E}
CB2-SOL ACAD_ENHANCEDBLOCK AcDbDynamicBlockRoundTripPurgePreventer AcadAnnotative AnnotativeData { } AcDbDynamicBlockTrueName CB2-STD AcDbDynamicBlockGUID {A0669B5A-A71F-D547-8153-75F22AE436D1}
CB2-STD ACAD_ENHANCEDBLOCK ACAD_SORTENTS AcDbDynamicBlockRoundTripPurgePreventer AcadAnnotative AnnotativeData { } AcDbBlockRepETag AcDbDynamicBlockTrueName GA AcDbDynamicBlockGUID
{59ED61BA-219E-BC43-B8B2-0863F4A3DA4A} GA ACAD_SORTENTS AcadAnnotative AnnotativeData { } GASMTR ACAD_SORTENTS AcadAnnotative AnnotativeData { } GASVLV ACAD_SORTENTS AcadAnnotative
AnnotativeData { } GASVNT ACAD_SORTENTS AcadAnnotative AnnotativeData { } ICB ACAD_SORTENTS AcadAnnotative AnnotativeData { } JBOX ACAD_SORTENTS AcadAnnotative AnnotativeData { } LT-PKG
ACAD_SORTENTS AcadAnnotative AnnotativeData { } LT-YRD ACAD_ENHANCEDBLOCK ACAD_SORTENTS AcDbDynamicBlockRoundTripPurgePreventer AcadAnnotative AnnotativeData { } AcDbBlockRepETag AcDbDynamicBlockTru
eName LTPOLE AcDbDynamicBlockGUID {839366BE-58FA-114E-B545-85D41FBEBAB1} LTPOLE ACAD_SORTENTS AcadAnnotative AnnotativeData { } MBOX ACAD_SORTENTS AcadAnnotative AnnotativeData { } MIC-FD
ACAD_SORTENTS AcadAnnotative AnnotativeData { } MONWELL ACAD_SORTENTS AcadAnnotative AnnotativeData { } PPOLE ACAD_ENHANCEDBLOCK ACAD_SORTENTS AcDbDynamicBlockRoundTripPurgePreventer
AcadAnnotative AnnotativeData { } AcDbDynamicBlockTrueName PIV AcDbDynamicBlockGUID {7B50993E-6A6E-3446-BA2C-D84F2533FD96} PIV ACAD_SORTENTS AcadAnnotative AnnotativeData { } PK-CTL
ACAD_SORTENTS AcadAnnotative AnnotativeData { } PK-FD ACAD_SORTENTS AcadAnnotative AnnotativeData { } PWRCOND ACAD_ENHANCEDBLOCK ACAD_SORTENTS AcDbDynamicBlockRoundTripPurgePreventer
AcadAnnotative AnnotativeData { } AcDbDynamicBlockTrueName QTR-FD AcDbDynamicBlockGUID {86B6DF8B-26B8-9344-8E38-D4114E40CAB1} QTR-FD ACAD_SORTENTS AcadAnnotative AnnotativeData { }
RBR-CTL ACAD_SORTENTS AcadAnnotative AnnotativeData { } SCRIBEDX ACAD_ENHANCEDBLOCK ACAD_SORTENTS AcDbDynamicBlockRoundTripPurgePreventer AcadAnnotative AnnotativeData { } AcDbDynamicBlockTrueName
SDCO AcDbDynamicBlockGUID {E3FA93B7-9882-974E-AE43-D6BFA57634BD} SDCO ACAD_ENHANCEDBLOCK ACAD_SORTENTS AcDbDynamicBlockRoundTripPurgePreventer AcadAnnotative AnnotativeData { } AcDbDynamicBlockTrueN
ame SDMH AcDbDynamicBlockGUID {B09358BC-622C-484B-AF66-04AD12E0A9AE} SDMH ACAD_SORTENTS AcadAnnotative AnnotativeData { } SECOR-FD ACAD_SORTENTS AcadAnnotative AnnotativeData { } SERV-FO
ACAD_SORTENTS AcadAnnotative AnnotativeData { } SERV-GAS ACAD_SORTENTS AcadAnnotative AnnotativeData { } SERV-PWR ACAD_ENHANCEDBLOCK ACAD_SORTENTS AcDbDynamicBlockRoundTripPurgePreventer
AcadAnnotative AnnotativeData { } AcDbDynamicBlockTrueName SERV-SD AcDbDynamicBlockGUID {E9F61D7D-CA96-964C-9ABA-040443FEF61E} SERV-SD ACAD_ENHANCEDBLOCK ACAD_SORTENTS AcDbDynamicBlockRoundTripPurge
Preventer AcadAnnotative AnnotativeData { } AcDbDynamicBlockTrueName SERV-SS AcDbDynamicBlockGUID {C3BACB65-6C33-A34F-97D1-22DDD57BF51E} SERV-SS ACAD_SORTENTS AcadAnnotative AnnotativeData
{ } SERV-TEL ACAD_ENHANCEDBLOCK ACAD_SORTENTS AcDbDynamicBlockRoundTripPurgePreventer AcadAnnotative AnnotativeData { } AcDbDynamicBlockTrueName SERV-WTR AcDbDynamicBlockGUID {21B6B7ED-5382-5F44-96D
6-D0D00DDC0143} SERV-WTR ACAD_SORTENTS AcadAnnotative AnnotativeData { } SFC ACAD_SORTENTS AcadAnnotative AnnotativeData { } SFD ACAD_SORTENTS AcadAnnotative AnnotativeData { } SIGN2
ACAD_ENHANCEDBLOCK ACAD_SORTENTS AcDbDynamicBlockRoundTripPurgePreventer AcadAnnotative AnnotativeData { } AcDbBlockRepETag AcDbDynamicBlockTrueName SIGPOLE AcDbDynamicBlockGUID {799E7B09-E022-454E-
87D0-DC647A0B7569} SIGPOLE ACAD_SORTENTS AcadAnnotative AnnotativeData { } SPKLRHD ACAD_ENHANCEDBLOCK ACAD_SORTENTS AcDbDynamicBlockRoundTripPurgePreventer AcadAnnotative AnnotativeData
{ } AcDbDynamicBlockTrueName SSCO AcDbDynamicBlockGUID {873F00B9-CD49-3F42-BD25-4E9DE507BCFD} SSCO ACAD_ENHANCEDBLOCK ACAD_SORTENTS AcDbDynamicBlockRoundTripPurgePreventer AcadAnnotative
AnnotativeData { } AcDbBlockRepETag AcDbDynamicBlockTrueName SSMH AcDbDynamicBlockGUID {CB9B0865-7A91-CE48-9211-5CC4F8275492} SSMH ACAD_SORTENTS AcadAnnotative AnnotativeData { } SVMKR-FD
ACAD_SORTENTS AcadAnnotative AnnotativeData { } TELMH ACAD_SORTENTS AcadAnnotative AnnotativeData { } TELPED ACAD_SORTENTS AcadAnnotative AnnotativeData { } TESTPIT ACAD_SORTENTS AcadAnnotative
AnnotativeData { } TKLD-CTL ACAD_SORTENTS AcadAnnotative AnnotativeData { } TSB ACAD_SORTENTS AcadAnnotative AnnotativeData { } TVPED ACAD_SORTENTS AcadAnnotative AnnotativeData { }
XFMR ACAD_ENHANCEDBLOCK ACAD_SORTENTS AcDbDynamicBlockRoundTripPurgePreventer AcDbBlockRepETag AcDbDynamicBlockTrueName CB1 DY AcDbDynamicBlockGUID {D4280A5D-46C6-4543-A146-6D789B29E747}
CB1 DY arrows ACAD_SORTENTS R-riprap Sign ACAD_SORTENTS Mail 1 _DetailCallout _ClosedBlank Titleblock -With Renton Seal $RMA$ corenorth ACAD_ENHANCEDBLOCK ACAD_SORTENTS AcDbDynamicBlockRoundTripPurg
ePreventer AcDbBlockRepETag AcDbDynamicBlockTrueName Scale Bar AcDbDynamicBlockGUID {C986CACA-A6EE-A341-BBB2-3E5D6B451C35} Scale Bar ACAD_SORTENTS AcDbBlockRepBTag 226CA *U124 x18242
A x18242 S ACAD_ENHANCEDBLOCK ACAD_SORTENTS AcDbDynamicBlockRoundTripPurgePreventer AcDbBlockRepETag AcDbDynamicBlockTrueName Top-Toe-Ht Leader AcDbDynamicBlockGUID {EE6C61CA-C79D-9641-A172-AE1C7508
1760} Top-Toe-Ht Leader *U128 ACAD_ENHANCEDBLOCK ACAD_SORTENTS AcDbDynamicBlockRoundTripPurgePreventer AcDbBlockRepETag AcDbDynamicBlockTrueName Section AcDbDynamicBlockGUID {229D35DC-4265-EC4F-8A10-
A02B8CCAA1B5} Section ACAD_SORTENTS AcDbBlockRepBTag 24029 *U130 ACAD_SORTENTS L-CO ACAD_ENHANCEDBLOCK ACAD_SORTENTS AcDbDynamicBlockRoundTripPurgePreventer AcDbDynamicBlockTrueName
L-fh AcDbDynamicBlockGUID {8D850633-EF8C-D141-8021-4C51A0431A1F} L-fh ACAD_ENHANCEDBLOCK ACAD_SORTENTS AcDbDynamicBlockRoundTripPurgePreventer ACAD AcRTDxfName ACAD_EVALUATION_GRAPH
AcRTDxfName ACAD_EVALUATION_GRAPH AcRTDxfName ACAD_EVALUATION_GRAPH AcRTDxfName ACAD_EVALUATION_GRAPH AcRTDxfName ACAD_EVALUATION_GRAPH AcDbBlockRepETag AcDbDynamicBlockTrueName L-A2
AcDbDynamicBlockGUID {F7EB9477-F117-BB43-9BDF-7E0C371881A9} L-A2 L-CB1-Sol ACAD_ENHANCEDBLOCK AcDbDynamicBlockRoundTripPurgePreventer AcDbDynamicBlockTrueName L-Ar AcDbDynamicBlockGUID
{F3AAF748-742E-154C-81CA-E8235A9BC886} L-Ar ACAD_ENHANCEDBLOCK ACAD_SORTENTS AcDbDynamicBlockRoundTripPurgePreventer AcDbBlockRepETag AcDbDynamicBlockTrueName L-FS AcDbDynamicBlockGUID
{78C16B4D-CA99-364A-A72E-C725FCABE610} L-FS ACAD_ENHANCEDBLOCK ACAD_SORTENTS AcDbDynamicBlockRoundTripPurgePreventer AcDbBlockRepETag AcDbDynamicBlockTrueName L-wm-1 AcDbDynamicBlockGUID
{B93D0529-3AA2-624A-98E8-3ED9A325CED9} L-wm-1 ACAD_SORTENTS L-Filter ACAD_ENHANCEDBLOCK ACAD_SORTENTS AcDbDynamicBlockRoundTripPurgePreventer AcDbBlockRepETag AcDbDynamicBlockTrueName
L-CB1 AcDbDynamicBlockGUID {EFA79221-6016-914A-81A5-EAFAD641ADAE} L-CB1 ACAD_ENHANCEDBLOCK ACAD_SORTENTS AcDbDynamicBlockRoundTripPurgePreventer AcDbBlockRepETag AcDbDynamicBlockTrueName
L-CB2-48 AcDbDynamicBlockGUID {139A386C-0F7B-E647-8531-C652FF16BD65} L-CB2-48 ACAD_ENHANCEDBLOCK ACAD_SORTENTS AcDbDynamicBlockRoundTripPurgePreventer AcDbDynamicBlockTrueName L-MH
AcDbDynamicBlockGUID {5F44ADDB-FA0B-384F-9210-7207BFCCAE01} L-MH ACAD_ENHANCEDBLOCK ACAD_SORTENTS AcDbDynamicBlockRoundTripPurgePreventer AcDbDynamicBlockTrueName L-CheckDam AcDbDynamicBlockGUID
{AE9F5504-A093-9642-BCF3-7F0D4FF81EAE} L-CheckDam ACAD_ENHANCEDBLOCK ACAD_SORTENTS AcDbDynamicBlockRoundTripPurgePreventer AcDbBlockRepETag AcDbDynamicBlockTrueName L-Wall AcDbDynamicBlockGUID
{09C06398-D364-774C-8159-A5C5191FA7DD} L-Wall ACAD_ENHANCEDBLOCK ACAD_SORTENTS AcDbDynamicBlockRoundTripPurgePreventer AcDbDynamicBlockTrueName L-ELEV AcDbDynamicBlockGUID {C00D6CA5-BCEA-CC4C-A8A6-E
23A76AD7CDC} L-ELEV ACAD_SORTENTS AcDbBlockRepBTag 2420D *U145 ACAD_SORTENTS AcDbBlockRepBTag 24229 *U146 ACAD_SORTENTS AcDbBlockRepBTag 2427C *U147 ACAD_SORTENTS AcDbBlockRepBTag 2427C
*U148 ACAD_SORTENTS AcDbBlockRepBTag 2427C *U149 ACAD_SORTENTS AcDbBlockRepBTag 2429F *U150 ACAD_SORTENTS AcDbBlockRepBTag 2429F *U151 ACAD_SORTENTS AcDbBlockRepBTag 24323 *U152 ACAD_ENHANCEDBLOCK
ACAD_SORTENTS AcDbDynamicBlockRoundTripPurgePreventer AcDbDynamicBlockTrueName Legend AcDbDynamicBlockGUID {DB751A7A-2427-9248-BD3A-4E6DD2B8BEB7} Legend ACAD_ENHANCEDBLOCK ACAD_SORTENTS
AcDbDynamicBlockRoundTripPurgePreventer AcDbBlockRepETag AcDbDynamicBlockTrueName Note Header AcDbDynamicBlockGUID {3019A787-6C3E-F04E-B4A0-44F5D3F768D2} Note Header ACAD_SORTENTS AcDbBlockRepBTag
247D3 *U155 *D156 *D157 *D158 ACAD_ENHANCEDBLOCK ACAD_SORTENTS AcDbDynamicBlockRoundTripPurgePreventer AcDbBlockRepETag AcDbDynamicBlockTrueName Spot grade AcDbDynamicBlockGUID {88E6E3F1-0F2B-4142-A
8EB-BAC64635E719} Spot grade *D160 ACAD_SORTENTS AcDbBlockRepBTag 23E1C *U161 ACAD_ENHANCEDBLOCK ACAD_SORTENTS AcDbDynamicBlockRoundTripPurgePreventer AcDbBlockRepETag AcDbDynamicBlockTrueName
Slope AcDbDynamicBlockGUID {91FE226E-1544-384C-ABCB-D46994C13D76} Slope ACAD_SORTENTS AcDbBlockRepBTag 258E7 *U163 *D164 *D165 *D166 *D167 *Paper_Space168 2386.03 C3D ACAD_SORTENTS
AcDbBlockRepBTag 23E1C *U170 ACAD_SORTENTS AcDbBlockRepBTag 23E1C *U171 ACAD_SORTENTS AcDbBlockRepBTag 23E1C *U172 Weatherly FG Surface ACAD_SORTENTS AcDbBlockRepBTag 23E1C *U174 ACAD_SORTENTS
AcDbBlockRepBTag 23E1C *U175 *D176 *D177 ACAD_ENHANCEDBLOCK ACAD_SORTENTS AcDbDynamicBlockRoundTripPurgePreventer AcDbDynamicBlockTrueName Grading Arrow AcDbDynamicBlockGUID {41535C32-9FED-1741-B154
-6794BB4A5956} Grading Arrow *D179 ACAD_ENHANCEDBLOCK ACAD_SORTENTS AcDbDynamicBlockRoundTripPurgePreventer AcDbBlockRepETag AcDbDynamicBlockTrueName Top-Toe Leader AcDbDynamicBlockGUID
{2298DFCF-CBE2-B547-9D80-43BFEB83A41C} Top-Toe Leader ACAD_SORTENTS AcDbBlockRepBTag 28FE3 *U181 ACAD_SORTENTS AcDbBlockRepBTag 28FE3 *U182 ACAD_SORTENTS AcDbBlockRepBTag 28FE3 *U183
ACAD_SORTENTS AcDbBlockRepBTag 258E7 *U184 *D185 ACAD_SORTENTS AcDbBlockRepBTag 28FE3 *U186 ACAD_SORTENTS AcDbBlockRepBTag 28FE3 *U187 ACAD_SORTENTS AcDbBlockRepBTag 28FE3 *U188 ACAD_SORTENTS
AcDbBlockRepBTag 28FE3 *U189 ACAD_SORTENTS AcDbBlockRepBTag 28FE3 *U190 ACAD_SORTENTS AcDbBlockRepBTag 28FE3 *U191 ACAD_SORTENTS *Paper_Space192 *D193 *D194 *D195 _DotSmall *D197 ACAD_SORTENTS
AcDbBlockRepBTag 258E7 *U198 *D199 *D200 x18242 t *D202 *D203 *D204 *D205 *D206 *D207 *D208 *D209 ACAD_ENHANCEDBLOCK AcDbDynamicBlockRoundTripPurgePreventer AcDbBlockRepETag AcDbDynamicBlockTrueName
Detail Title AcDbDynamicBlockGUID {1DA24BF1-C41D-364A-BD20-46D701B276FB} Detail Title AcDbBlockRepBTag 3157E *U211 ACAD_SORTENTS Pavement Section AcDbBlockRepBTag 3157E *U213 *D214
*D215 ACAD_SORTENTS AcDbBlockRepBTag 253F2 *U216 ACAD_SORTENTS AcDbBlockRepBTag 253F2 *U217 ACAD_SORTENTS AcDbBlockRepBTag 253F2 *U218 ACAD_SORTENTS AcDbBlockRepBTag 253F2 *U219 ACAD_SORTENTS
AcDbBlockRepBTag 253F2 *U220 ACAD_SORTENTS AcDbBlockRepBTag 253F2 *U221 ACAD_SORTENTS AcDbBlockRepBTag 253F2 *U222 ACAD_SORTENTS AcDbBlockRepBTag 253F2 *U223 ACAD_SORTENTS AcDbBlockRepBTag
253F2 *U224 ACAD_SORTENTS AcDbBlockRepBTag 253F2 *U225 ACAD_SORTENTS AcDbBlockRepBTag 253F2 *U226 ACAD_SORTENTS AcDbBlockRepBTag 253F2 *U227 ACAD_SORTENTS AcDbBlockRepBTag 253F2 *U228
ACAD_SORTENTS AcDbBlockRepBTag 253F2 *U229 ACAD_SORTENTS AcDbBlockRepBTag 253F2 *U230 ACAD_SORTENTS AcDbBlockRepBTag 253F2 *U231 ACAD_SORTENTS AcDbBlockRepBTag 253F2 *U232 ACAD_SORTENTS
AcDbBlockRepBTag 253F2 *U233 ACAD_SORTENTS AcDbBlockRepBTag 253F2 *U234 ACAD_SORTENTS AcDbBlockRepBTag 253F2 *U235 ACAD_SORTENTS AcDbBlockRepBTag 253F2 *U236 x18242 U x18242 Ph2 L ACAD_SORTENTS
AcDbBlockRepBTag 24029 *U239 *D240 *D241 *D242 *D243 *D244 *D245 ACAD_ENHANCEDBLOCK ACAD_SORTENTS AcDbDynamicBlockRoundTripPurgePreventer AcDbDynamicBlockTrueName Slope Ex-Pr AcDbDynamicBlockGUID
{E0097B0B-0107-F740-9209-9718F47EC82D} Slope Ex-Pr ACAD_SORTENTS AcDbBlockRepBTag 253F2 *U247 ACAD_SORTENTS AcDbBlockRepBTag 253F2 *U248 ACAD_SORTENTS AcDbBlockRepBTag 253F2 *U249 *D250
*D251 *D252 *D253 *D254 *D255 *D256 *D257 *D258 *D259 *D260 *D261 *D262 *D263 *D264 *D265 *D266 *D267 *D268 *D269 *D270 *D271 *D272 *D273 *D274 *D275 *D276 *D277 *D278 *D279 *D280 *D281
*D282 *D283 *D284 *D285 *D286 ACAD_SORTENTS AcDbBlockRepBTag 253F2 *U287 ACAD_SORTENTS AcDbBlockRepBTag 253F2 *U288 ACAD_SORTENTS AcDbBlockRepBTag 258E7 *U289 *D290 *D291 *D292 *D293
ACAD_SORTENTS AcDbBlockRepBTag 253F2 *U294 ACAD_SORTENTS AcDbBlockRepBTag 253F2 *U295 ACAD_SORTENTS AcDbBlockRepBTag 253F2 *U296 ACAD_SORTENTS A$C68109eb5 *D298 *D299 *D300 *D301 *D302
ACAD_SORTENTS AcDbBlockRepBTag 253F2 *U303 ACAD_SORTENTS AcDbBlockRepBTag 253F2 *U304 ACAD_SORTENTS AcDbBlockRepBTag 253F2 *U305 ACAD_SORTENTS AcDbBlockRepBTag 253F2 *U306 ACAD_SORTENTS
AcDbBlockRepBTag 253F2 *U307 ACAD_SORTENTS AcDbBlockRepBTag 253F2 *U308 ACAD_SORTENTS AcDbBlockRepBTag 253F2 *U309 ACAD_SORTENTS AcDbBlockRepBTag 253F2 *U310 *D311 *D312 ACAD_SORTENTS
AcDbBlockRepBTag 253F2 *U313 ACAD_SORTENTS AcDbBlockRepBTag 258E7 *U314 ACAD_SORTENTS AcDbBlockRepBTag 258E7 *U315 *D316 ACAD_SORTENTS AcDbBlockRepBTag 258E7 *U317 ACAD_SORTENTS AcDbBlockRepBTag
253F2 *U318 ACAD_SORTENTS AcDbBlockRepBTag 253F2 *U319 ACAD_SORTENTS AcDbBlockRepBTag 258E7 *U320 *D321 *D322 *D323 *D324 *D325 *D326 ACAD_SORTENTS AcDbBlockRepBTag 258E7 *U327 ACAD_EXEMPT_FROM_CAD_
STANDARDS _AEC_GRIPS_NONE *D329 ACAD_SORTENTS AcDbBlockRepBTag 253F2 *U330 *U331 AcadAnnotative AnnotativeData { } Standard AcadAnnotative AnnotativeData { } ACAD Calibri Legend AcadAnnotative
AnnotativeData { } SIMP AcadAnnotative AnnotativeData { } ACAD Arial STNAMES AcadAnnotative AnnotativeData { } VERT .08 ACAD Franklin Gothic Medium HEADING AcadAnnotative AnnotativeData
{ } ACAD Arial Arial AcadAnnotative AnnotativeData { } ARCH AcadAnnotative AnnotativeData { } VERT AcadAnnotative AnnotativeData { } Annotative SHAPE|REF SHAPE|REF L80 ROMANT AcadAnnotative
AnnotativeData { } x18242 A|Standard AcadAnnotative AnnotativeData { } x18242 S|Standard {18b73a54-fa43-428c-adcb-c1c7bbdf2c84} 2386.03 C3D|LT100 AcadAnnotative AnnotativeData { } Weatherly
FG Surface|Standard AcadAnnotative AnnotativeData { } x18242 t|Standard AcadAnnotative AnnotativeData { } x18242 U|Standard AcadAnnotative AnnotativeData { } x18242 Ph2 L|Standard SHAPE|REF
ACAD Tw Cen MT CORE1 ACAD Arial ACAD_EXEMPT_FROM_CAD_STANDARDS DynamicDimensions SHAPE|REF ByBlock ByLayer Continuous PHANTOM2 DASHED2 HIDDEN2 CENTER2 HIDDEN DOT HIDDEN4 STORM SEWER
COMM DAYLIGHT FENCE CONSTRUCTION FENCE METAL FENCE SILT FENCE TREE FENCE WOOD Flow Arrow WATER WATER LEVEL Wetland2 DIVIDE2 EXCONTOUR Titleblock -With Renton Seal|DASHED x18242 A|PHANTOM2
x18242 A|DASHED2 x18242 A|HIDDEN2 x18242 A|CENTER2 x18242 A|HIDDEN x18242 A|HIDDEN4 x18242 A|STORM x18242 A|SEWER x18242 A|WATER x18242 A|EXCONTOUR x18242 S|PHANTOM2 x18242 S|DASHED2
x18242 S|HIDDEN2 x18242 S|CENTER2 x18242 S|HIDDEN x18242 S|HIDDEN4 x18242 S|STORM x18242 S|SEWER x18242 S|WATER x18242 S|EXCONTOUR UT-Sewer UT-Storm UT-Water 2386.03 C3D|DASHED2 2386.03
C3D|CENTER 2386.03 C3D|CENTER2 2386.03 C3D|DASHED 2386.03 C3D|EX-CONT-MJR 2386.03 C3D|EX-CONT-MNR 2386.03 C3D|FENCELINE2 2386.03 C3D|HIDDEN 2386.03 C3D|PHANTOM2 2386.03 C3D|SC-FD 2386.03
C3D|SC-GS 2386.03 C3D|SC-GS-EXIST 2386.03 C3D|SC-RD 2386.03 C3D|SC-SD2 2386.03 C3D|SC-SD2-EXIST 2386.03 C3D|SC-SS 2386.03 C3D|SC-SS-EXIST 2386.03 C3D|SC-TV-DEMO 2386.03 C3D|SC-WA 2386.03
C3D|SC-WA-EXIST 2386.03 C3D|SHORTDASH 2386.03 C3D|DASHEDX2 2386.03 C3D|HIDDEN2 2386.03 C3D|ACAD_ISO02W100 Weatherly FG Surface|PHANTOM2 Weatherly FG Surface|DASHED2 Weatherly FG Surface|HIDDEN2
Weatherly FG Surface|CENTER2 Weatherly FG Surface|HIDDEN Weatherly FG Surface|HIDDEN4 Weatherly FG Surface|STORM Weatherly FG Surface|SEWER Weatherly FG Surface|COMM Weatherly FG Surface|DAYLIGHT
Weatherly FG Surface|FENCE CONSTRUCTION Weatherly FG Surface|FENCE METAL Weatherly FG Surface|FENCE SILT Weatherly FG Surface|FENCE TREE Weatherly FG Surface|FENCE WOOD Weatherly FG
Surface|Flow Arrow Weatherly FG Surface|WATER Weatherly FG Surface|WATER LEVEL Weatherly FG Surface|Wetland2 Weatherly FG Surface|DIVIDE2 Weatherly FG Surface|EXCONTOUR x18242 t|PHANTOM2
x18242 t|DASHED2 x18242 t|ASPHALT x18242 t|DOT8 x18242 t|GAS x18242 t|HIDDEN4 x18242 t|OHP x18242 t|OHT x18242 t|POWER x18242 t|SEWER x18242 t|STORM x18242 t|WATER x18242 t|BORDER2
x18242 t|CENTER2 x18242 t|DASHDOT2 x18242 t|DASHED x18242 t|DIVIDE x18242 t|DIVIDE2 x18242 t|HIDDEN x18242 t|HIDDEN2 x18242 t|BARBWIRE_1 x18242 t|GUARD_L x18242 t|FENCE x18242 t|COMM
x18242 A|FENCE TREE x18242 U|PHANTOM2 x18242 U|DASHED2 x18242 U|HIDDEN2 x18242 U|CENTER2 x18242 U|HIDDEN x18242 U|HIDDEN4 x18242 U|STORM x18242 U|SEWER x18242 U|COMM x18242 U|DAYLIGHT
x18242 U|FENCE CONSTRUCTION x18242 U|FENCE METAL x18242 U|FENCE SILT x18242 U|FENCE TREE x18242 U|FENCE WOOD x18242 U|Flow Arrow x18242 U|WATER x18242 U|WATER LEVEL x18242 U|Wetland2
x18242 U|DIVIDE2 x18242 U|EXCONTOUR x18242 S|FENCE TREE x18242 Ph2 L|PHANTOM2 x18242 Ph2 L|DASHED2 x18242 Ph2 L|HIDDEN2 x18242 Ph2 L|CENTER2 x18242 Ph2 L|HIDDEN x18242 Ph2 L|HIDDEN4
x18242 Ph2 L|STORM x18242 Ph2 L|SEWER x18242 Ph2 L|COMM x18242 Ph2 L|DAYLIGHT x18242 Ph2 L|FENCE CONSTRUCTION x18242 Ph2 L|FENCE METAL x18242 Ph2 L|FENCE SILT x18242 Ph2 L|FENCE TREE
x18242 Ph2 L|FENCE WOOD x18242 Ph2 L|Flow Arrow x18242 Ph2 L|WATER x18242 Ph2 L|WATER LEVEL x18242 Ph2 L|Wetland2 x18242 Ph2 L|DIVIDE2 x18242 Ph2 L|EXCONTOUR x18242 Ph2 L|LAFX-SCALLOP
x18242 U|$0$_2386.03 X-UT$0$DASHED2 x18242 U|UT-Power AcadAnnotative AnnotativeData { } ACAD_DSTYLE_DIMJAG ACAD_DSTYLE_DIMTALN Standard ACAD_DSTYLE_DIMBREAK AcadAnnotative AnnotativeData
{ } ACAD_DSTYLE_DIMJAG ACAD_DSTYLE_DIMTALN Gap + Ft AcadAnnotative AnnotativeData { } ACAD_DSTYLE_DIMJAG ACAD_DSTYLE_DIMTALN Annotative ACAD_DSTYLE_DIMBREAK AcadAnnotative AnnotativeData
{ } ACAD_DSTYLE_DIMJAG ACAD_DSTYLE_DIMTALN Gap _ In ACAD_DSTYLE_DIMBREAK AcadAnnotative AnnotativeData { } ACAD_DSTYLE_DIMJAG ACAD_DSTYLE_DIMTALN TYPICAL ACAD_DSTYLE_DIMJOGGED_JOGANGLE_SYMBOL
AcadAnnotative AnnotativeData { } ACAD_DSTYLE_DIMJAG ACAD_DSTYLE_DIMTALN 40 Scale ACAD_DSTYLE_DIMJOGGED_JOGANGLE_SYMBOL 01 Scale ACAD_DSTYLE_DIMJOGGED_JOGANGLE_SYMBOL 20 Scale ACAD_DSTYLE_DIMJOGGED_
JOGANGLE_SYMBOL LF 08'' ACAD_DSTYLE_DIMJOGGED_JOGANGLE_SYMBOL LF 12'' ACAD AcadAnnotative ACAD_DSTYLE_DIMJAG ACAD_DSTYLE_DIMTALN ACAD_NAV_VCDISPLAY AcMapDMDisplayStyleRegapp AeccUiQTOPayItemCategoryF
ilePath ADE DCO15 MapGWS AcAecLayerStandard AcCmTransparency AcDbBlockRepETag AcDbDynamicBlockTrueName AcDbDynamicBlockGUID ACAUTHENVIRON ACAD_PSEXT ACAD_DSTYLE_DIMJOGGED_JOGANGLE_SYMBOL
AcadAnnoAV ACAD_DSTYLE_DIMBREAK ALLEGRO GradientColor1ACI GradientColor2ACI AECB_HALOED_LINE_OUTLINE_EDGE_LIMIT AECB_OSNAP_MEP ACAD_EXEMPT_FROM_CAD_STANDARDS AeccLand100 AeccUiQTO AeccUiQTOEntityPay
ItemData AeccUiQTOPayItemFilePath AeccUiQTOFreqUsedPayItemsList AeccUiQTOPayItemFormulaFilePath AeccUiQTOPayItemSpecBookVersionFloridaDOT AeccUiQTOPayItemFormulaParameters AeccUiQTOPayItemFormulaExpr
ession AeccUiQTOTransportDesignerFileFloridaDOT AeccUiMgr AeccUiDataExchange AeccUiModel AeccLand70 ADE_PROJECTION ACAD_DSTYLE_DIMARC_LENGTH_SYMBOL ACAD_DSTYLE_DIMEXT_LENGTH ACAD_STEPID
AcadAnnoPO LandFX AECBASE AeccLand120 AeccLand130 ACAD_MLEADERVER FREEWAY_SOLID_ID AcPp3d PNTNO SPT SCLEADER CGSURVEY_FOR_AUTOCAD8003671157 ADCADD_ZZ 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 AcLayerTools AcadAnnotativeDecomposition AcDbBlockRepBTag COREHOLE CHANNEL CENTERLINE AREA_NAME BPOND
PROFILE DRAWSCT2 SWRNET PROF_CL_LABEL HYDRONET_DIAGRAM HYDRONET_PLAN PLOTTRANSPARENCY ICONTOOL_206_545-6877 RMAINSERT_206_545-6877 RMASCALE_206_545-6877 RMACOMMAND_206_545-6877 ABNSLEADERTOOLS
SDSK_PMN AeccLand60 AcadAnnoMonitorAlertIconDisabled AECGUIBASE RAK NCOPYBINDFROMWHICHDB ACAD_DSTYLE_DIM_LINETYPE ACAD_DSTYLE_DIM_EXT1_LINETYPE ACAD_DSTYLE_DIM_EXT2_LINETYPE MapManagementAppName
AcDbAttr SDSK_POINT civil_draft civil_line_table civil_curve_table civil_spiral_table SDI_XSECTIONS civil_point_table DCA_FIGURE_XENT AEC_DWGVARSSETUP_DATA CARLSON_CTEXT ACAD_DSTYLE_DIMEXT_ENABLED
ManulPointsAssociative ACAD_DSTYLE_DIMTEXT_FILL PE_URL AcXRefLayerPropertyOverride REVIT AEC_XDATA_BOUND_SPACE _KTI_ARCHT AME_SOL AVE_RENDER AVE_MATERIAL AcDbBlockArrayActionBEDITTag
AeccLand110 DCA_DTM_FAULTS svPLINE ACET-TEXTMASK sdsk_cvp_1301 AeccLand50 ACAD_DSTYLE_DIMRADIAL_EXTENSION AcMap_E615D161-C9D7-11d3-839F-0060B0FB6B57 IRD AeccLand80 AeccLand90 AeccPlanProd50ViewportT
ype PalladioXData MStation ACAD_DGNLS AdeskUnderlayLayerOverrideData MSCAD_PRO_MSI EGPT_EPOD SVUI_FIGURE_XDATA _KTI_ARCHT_BASELINE AVE_ENTITY_MATERIAL ACCURENDER3 ACAD_DIMASSOC_CALC_DIMLFAC
ACAD_DIMASSOC_DIMLFAC ACAD_DIMASSOC_OVERRIDDEN_DIMLFAC ACAD_DSTYLE_DIMJAG_POSITION AEC_ROUNDTRIP_15 EPDRCURVNUMS EPDRLINEALNG EPALIGN AVE_FINISH AVE_GLOBAL AEC_DISPREPCONFIG_DATA AEC_DISPREPSET_DATA
CONTENTBLOCKICON AECC_ROUNDTRIP_15 CGISCE_GIS_2000 AR3_LIGHT AR3_PLANT AR3_CLIP ADCADD_MATERIAL ADCADD_KEYNOTES CH2MHILL_MENU JASPER ALIGNMENT_DB_APP SDI_PROFILE FDT_BASE ER_DAYLIGHT
CONTENTBLOCKDESCRIPTION HMI_CADMAGIC_2037551666 SDSK_DTM_CONTOUR PACSOFTC96056B DCA_PIPEWKS_C_PLAN EGPT_COLORFAST_PAPER EPADCMMD EPADMIRROR DCA_PIPEWKS_F_PLAN DCA_PIPEWKS_C_PROF DCA_PIPEWKS_C_PROF_L
INES DCA_PIPEWKS_HYDRAULIC_GRADE DCA_PIPEWKS_F_PROF DCA_PIPEWKS_C_XSEC DCA_PIPEWKS_F_XSEC MC_TAN_LBL MC_CRV_LBL HD_APP_POND_120 MC_TXT_LBL MC_ARC_TEXT MC_TEXT_ARC EGPT_END EGPT_NODE_LEADER
EGPT_LCAD EGPT_LCAD_AI_POC_SYMBOL EGPT_LCAD_AI_HEAD_SYMBOL EGPT_LCAD_AI_VALVE_SYMBOL EGPT_LCAD_AI_FITTING_SYMBOL EGPT_LCAD_AI_EMITTER_SYMBOL EGPT_LCAD_AI_EQUIPMENT_SYMBOL EGPT_LCAD_AI_PUMP_SYMBOL
EGPT_LCAD_AI_CONTROL_SYMBOL EGPT_LCAD_AI_BACKFLOW_SYMBOL EGPT_LCAD_AI_WATER_METER_SYMBOL EGPT_LCAD_LC_PLANT_SYMBOL EGPT_LCAD_AI_EVAL_SYMBOL EGPT_LCAD_LD_PLANT_SYMBOL EGPT_LCAD_AI_PIPE_LEG
EGPT_LCAD_AI_WIRE_LEG EGPT_LCAD_AI_DRIP_LEG MADCAP_LBL_V12 SDI_SETUP sheetin2064553436 ER_LABEL ACCU_FILE_206-545-6877 PSAVE-DDEM-PLOT-MANAGER-100892 RM_TBLMAN CONTENTTABDATA CONTENTCURRENTTAB
AEC_OBJVER_INFO AcadAnnotativeMTextDecomposition AcadStringInfo EGPT_NODE EGPT_LOT_ANNOTATION EGPT_LOT_TABLE_ANNOT EGPT_LOT ADE_ENTITY_LOCK PACSOFT11027 AUTOCAD_POSTSCRIPT_FIGURE XREFSET
WTRC PACSOFT97033C _KTI_ARE ASG_DLPD500_LINK_HANDLE ASG_DLPD500_TIMBERLINE_IMPORT ASG_DLPD500_CORE_TAGS ASG_DLPD500_TL_NONCAD_VAR ASG_DLPD500_PE_INFO ASG_DLPD500_WIOT PLOTSTAMP descrdb
_APP0 AD_FM_97112 AVE_INVOKE DESIGNERASSEMBLIES SI-MECH RMATRIFLG_206_545-6877 RT_RJH PACSOFT11102 EPAN90309_160025549703 EPAN90410_160069382648 EPAN90511_160033765613 EPAN90612_160051653715
EPAN90713_160084602860 EPAN90874_160038125599 EPAN90985_160067330668 EPAN91096_160056047811 EPAN91207_160067400779 EPAN90318_160070010650 EPAN90319_160062476411 EPAN90330_160084622665
EPAN90341_160060358219 EPAN90352_160078560890 EPAN90363_160058097463 EPAN90374_160072146944 PACSOFT7838 PACSOFT7975 BBSI_PltSel BBSI_Stamp BBSI_Plots BBSI_Bookmarks PACSOFT7679 AD_FM_97419
SDSK_STRUCT PACSOFT6317 MAT569 PACSOFT7143 MULVANNY EPNODE BNS_SPRHATCH DATA_STAMP_BY_PRO-CADD BRBS_AISC FINISH HARDBRK TK_TOPSOIL_REMOVE_EXCLU TK_TOPSOIL_REPLACE_EXCLU TCAD AcPublishKml
AeccUiBase AEC_KEYNOTE_INFO AEC_URLDATA GENIUS_GENREC_14 GENIUS_GENODEF_13 GENIUS_GENOBJ-N-REC_13 GENIUS_GENFIL_13 GENIUS_GENOBJ-N-CHA_13 FMSYS USCAD_PARKING DWG_XDATUM AcDbDynamicBlockTrueName2
AcDbAppSyncWithXref_AssocManager EPSPIRAL EPDRANNO EPAN60907_141065263546 EPAN61008_141067434502 EPAN61109_141073798310 EPAN61210_141046373108 EPAN61311_141061234361 EPAN61472_141069888341
EPAN61583_141057940142 EPAN61694_141060687296 EPAN61805_141076849271 EPAN60916_141043067706 EPAN60917_141060888134 EPAN60928_141065873286 EPAN60939_141090782716 EPAN60950_141048273319
EPAN60961_141080286652 EPAN60972_141055485255 EPAN61523_141066026306 EPAN61624_141080808637 EPAN61725_141055536697 EPAN61026_141065318654 EPAN61027_141085849609 EPAN61028_141068011835
EPAN60907_141260990698 EPAN61008_141386188814 EPAN61109_141372121223 EPAN61210_141382622627 EPAN61311_141358830639 EPAN61472_141367399578 EPAN61583_141389389784 EPAN61694_141347033190
EPAN61805_141363075600 EPAN60916_141392044730 EPAN60917_141351662940 EPAN60928_141378596949 EPAN60939_141369769161 EPAN60950_141381775895 EPAN60961_141377130109 EPAN60972_141364379509
EPAN61523_141374787097 EPAN61624_141389488104 EPADNODE ACAD_OBJECT_CHANGE_GUID ESRI 3195568392110920716060212EDS 3195211092EDS19970501E150647430 3195211092EDS19970501E150706550 19970821E142405870
3195211092EDS19970825E095357690 3195211092EDS19970825E095612140 3195211092EDS19970923E084839030 3195211092EDS19970923E084841660 19970923E104109590 3195211092EDS19970923E110314670 INROADSUSERDATA
INROADSREGION INROADSTAGDATA INROADSTAGVALUE INROADSSMARTDATA ACAD_DSTYLE_DIMJOGGED_JOGA ACAD_DSTYLE_DIMARC_LENGTH_ TAKEOFFD TAKEOFFE DRAWINGVARIABLESXDATA CADZOOKSMATERIAL EPSP_PARKING_STALL_INFO
INTELLICON EPAN121110_080981771430 DSLT_V1DATA GMITOOLS IMAGE_SERVER AEC_DTLSUBCOMP_INFO AEC_DTLCOMP_INFO AEC_MEMBER_STYLE_AUTOTRIM_XDATA AEC_SCHEDULEDATA_FORMULA_SAMPLES AcadBPTGraphNodeId
ACAD_SPLINE_DATA ACAD_SPLINE_DATA2 CGIS_GIS_2000 EGPT_STAOFF_ANNOTATION EGPT_XSEC_PLOT FDT_SPEED FDT_PATH EAGLEPOINT97INTELLICADXDATA1 EPDC96071416401802 EPDC96071516321903 ROMER EPDC96092115573109
EPDRLINELEAD EPDRCURVALNG EPAN80829_093934812554 EPDC96061116124601 3195568113112153039342424DEN 3195568113112153039342424WED EPDRALIN EPDC96093113203104 EPAN70512_104272291705 EPCN71581_12215341467
5 EPCN71016_122534547743 EPCN71104_133648620322 EPCN71205_133741251688 EPCN71306_133730079135 EPCN71508_135752180897 EPCN71107_102389585008 EPCN71208_102474534593 EPCN71309_102519272390
EPCN71410_102535451762 EPCN71511_102594337761 EPCN71672_102568086339 EPCN71783_102942201775 EPAN71107_151462669004 EPAN71208_151601887424 EPCN71108_140117834264 EPCN71209_140180104339
EPCN71411_140331777846 EPAN71111_143945723394 EPAN71116_115574883981 EPAN71116_133054749051 EPAN71118_131957551377 EPAN71118_132487230090 EPCN71118_150951428994 EPCN71219_150966280489
EPCN71320_151014526200 EPCN71421_151048013358 EPCN71522_151063583689 EPCN71683_151084076104 EPCN71794_151064268517 EPCN71905_151099332652 EPCN72016_151118325477 EPCN71127_151159881585
EPCN71128_151149487996 EPCN71225_130665743112 EPDC97092415255801 EPAN80817_154535972804 EPAN80918_154690423631 EPAN81019_161239779904 EPAN81120_161274043901 EPAN70429_095462734636 EPAN80823_10044117
3548 EPAN80924_100472249542 EPAN80920_094835627038 EPAN80920_094857952747 EPAN80922_134258867707 EPAN81023_135462831604 EPAN80927_165055363730 EPAN81028_165071587369 EDS_PROFILE_DATA
EPAN81018_173732403666 EPAN81018_173846599195 EPAN81018_173964721122 EPAN81023_113435444611 EPAN81023_113464438313 EPAN81124_113476865139 EPAN81225_113455544735 EPAN81023_113453969330
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*A127 *A128 *A129 *A13 *A130 *A131 *A132 *A133 *A134 *A135 *A136 *A137 *A138 *A139 *A14 *A140 *A141 *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
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RetainingWall Unclassified Zone AEC_CLASSIFICATIONS Dry Wet AEC_CLASSIFICATIONS Customize NoSlope UseGlobal GradingObjects-Degree GradingObjects-Length GradingObjects-Percentage GradingObjects-RunOv
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AcRTDxfName AEC_VARS_AECBBLDSRV AcRTDxfName AEC_VARS_AECBBLDSRV AcRTDxfName AEC_VARS_AECBBLDSRV AcRTDxfName AEC_VARS_AECBBLDSRV AcRTDxfName AEC_VARS_AECBBLDSRV AcRTDxfName AEC_VARS_AECBBLDSRV
AcRTDxfName AEC_VARS_AECBBLDSRV AcRTDxfName AEC_VARS_AECBBLDSRV AcRTDxfName AEC_VARS_AECBBLDSRV AcRTDxfName AEC_VARS_AECBBLDSRV AcRTDxfName AEC_VARS_AECBBLDSRV AcRTDxfName AEC_VARS_AECBBLDSRV
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AcRTDxfName AEC_VARS_AECBBLDSRV AcRTDxfName AEC_VARS_AECBBLDSRV AcRTDxfName AEC_VARS_AECBBLDSRV AcRTDxfName AEC_VARS_AECBBLDSRV AcRTDxfName AEC_VARS_AECBBLDSRV AcRTDxfName AEC_VARS_AECBBLDSRV
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NT_DICTIONARY DrawingSettings 01_03_2017-15_33_41 01_03_2017-15_33_42 01_12_2015-14_43_36 01_13_2015-14_57_00 01_13_2015-14_57_05 01_14_2015-15_47_03 01_14_2015-15_47_07 01_15_2015-14_56_34
01_15_2015-14_56_38 01_15_2015-14_56_39 01_16_2017-21_23_57 01_16_2017-21_23_58 01_17_2020-18_30_23 01_17_2020-18_30_24 01_17_2020-18_30_25 01_17_2020-18_30_26 01_19_2015-14_44_49 01_19_2015-14_44_5
4 01_19_2015-18_45_14 01_19_2015-18_45_18 01_19_2015-18_45_19 01_20_2015-18_59_15 01_20_2015-18_59_19 01_20_2015-20_44_57 01_20_2015-20_45_01 01_21_2015-14_58_21 01_21_2015-14_58_26
01_22_2015-14_57_25 01_22_2015-15_19_44 01_22_2015-15_19_48 01_22_2016-18_34_51 01_22_2016-18_34_52 01_23_2015-00_21_23 01_23_2015-00_21_27 01_23_2015-00_21_28 01_23_2015-00_59_18 01_23_2015-00_59_2
2 01_23_2015-00_59_23 01_23_2018-18_56_51 01_23_2018-18_56_52 01_23_2018-18_56_53 01_25_2016-15_03_21 01_25_2016-15_03_22 01_25_2016-15_03_23 01_26_2015-15_29_12 01_26_2015-15_29_18
01_26_2016-17_34_29 01_26_2021-17_29_21 01_26_2021-17_29_22 01_27_2015-15_00_35 01_27_2015-15_00_41 01_27_2015-20_47_17 01_27_2015-20_47_26 01_27_2015-20_47_27 01_27_2015-22_42_05 01_27_2015-22_42_1
3 01_27_2016-17_05_26 01_27_2016-17_05_27 01_27_2021-15_44_05 01_27_2021-15_44_06 01_27_2021-15_44_07 01_28_2015-16_19_18 01_28_2015-16_19_26 01_28_2016-22_14_24 01_28_2016-22_55_30
01_28_2016-22_55_31 01_28_2016-22_57_23 01_28_2016-22_57_24 01_28_2016-23_01_19 01_28_2016-23_01_20 01_28_2016-23_05_47 01_28_2016-23_05_48 01_28_2016-23_05_49 01_28_2020-16_21_30 01_28_2020-16_21_3
1 01_28_2020-16_21_32 01_28_2020-16_21_33 01_28_2021-22_46_45 01_28_2021-22_46_46 01_29_2015-17_16_31 01_29_2015-17_16_32 01_29_2016-16_53_33 01_29_2016-16_53_34 01_29_2016-16_53_35
01_29_2016-19_01_58 01_29_2016-19_01_59 01_29_2020-16_31_28 01_29_2020-16_31_29 01_29_2020-16_31_30 01_29_2020-16_31_31 01_29_2020-17_18_53 01_29_2020-17_18_54 01_29_2020-17_18_55 01_31_2020-15_36_4
9 01_31_2020-15_36_50 01_31_2020-15_36_51 02_03_2022-18_22_44 02_03_2022-18_22_45 02_06_2016-00_14_51 02_06_2016-00_14_52 02_07_2022-20_28_21 02_08_2016-20_07_13 02_08_2016-20_07_14
02_08_2022-16_27_22 02_08_2022-20_32_56 02_08_2022-20_32_57 02_08_2022-21_37_28 02_08_2022-21_37_29 02_09_2022-16_51_56 02_09_2022-16_51_57 02_11_2015-23_31_30 02_11_2015-23_31_31 02_11_2015-23_40_5
2 02_11_2015-23_40_53 02_11_2015-23_44_26 02_11_2015-23_44_27 02_11_2015-23_44_28 02_12_2015-00_37_35 02_12_2015-00_37_36 02_12_2015-00_50_31 02_12_2015-00_50_32 02_12_2015-01_28_04
02_12_2015-01_28_06 02_12_2015-01_28_07 02_12_2015-16_08_44 02_12_2015-16_08_45 02_12_2015-18_23_29 02_12_2015-18_23_30 02_12_2015-18_26_30 02_12_2015-18_26_31 02_12_2015-18_26_32 02_12_2015-18_30_4
6 02_12_2015-18_30_47 02_12_2015-20_17_02 02_12_2015-20_17_03 02_12_2016-15_26_10 02_12_2016-15_26_11 02_13_2015-15_47_18 02_13_2015-15_47_19 02_13_2015-15_47_20 02_13_2015-16_31_27
02_13_2015-16_31_28 02_13_2015-22_11_24 02_13_2015-22_11_25 02_13_2015-22_11_26 02_18_2015-22_20_12 02_18_2015-22_20_28 02_18_2015-22_35_55 02_18_2015-22_35_56 02_18_2015-23_05_52 02_19_2015-00_11_5
0 02_19_2015-00_11_51 02_19_2015-14_37_30 02_19_2015-14_43_08 02_19_2015-14_43_09 02_19_2015-17_13_58 02_19_2015-17_13_59 02_20_2015-18_58_14 02_20_2015-20_48_07 02_22_2021-17_50_07
02_22_2021-17_50_08 02_23_2015-14_31_20 02_23_2015-14_31_21 02_23_2015-17_49_46 02_23_2015-17_49_47 02_23_2015-20_32_17 02_23_2015-20_32_18 02_23_2021-17_53_43 02_23_2021-17_53_44 02_23_2021-17_53_4
5 02_23_2021-21_37_19 02_23_2021-21_37_20 02_23_2021-21_37_21 02_23_2021-22_57_26 02_23_2021-22_57_27 02_23_2021-22_57_28 02_24_2020-18_20_59 02_24_2020-18_21_00 02_24_2020-18_21_01
02_24_2021-23_38_14 02_24_2021-23_38_15 02_24_2021-23_38_16 02_25_2015-18_29_08 02_25_2015-18_49_36 02_25_2015-18_49_37 02_25_2016-19_30_42 02_25_2016-19_30_43 02_27_2016-00_18_20 03_01_2015-21_51_5
7 03_01_2015-21_51_58 03_02_2018-18_31_46 03_02_2018-19_31_25 03_02_2018-19_31_26 03_03_2015-16_08_44 03_03_2015-16_08_45 03_03_2015-22_50_57 03_03_2015-22_50_58 03_04_2015-17_07_57
03_04_2015-17_07_58 03_09_2020-14_24_40 03_09_2020-14_24_41 03_09_2020-14_24_42 03_10_2016-16_30_02 03_12_2015-18_00_40 03_12_2015-18_00_41 03_12_2015-18_00_42 03_12_2020-23_20_13 03_12_2020-23_20_1
4 03_12_2020-23_20_15 03_18_2020-22_11_49 03_18_2020-22_11_50 03_18_2020-22_11_51 03_19_2020-23_07_22 03_19_2020-23_07_23 03_19_2020-23_07_24 03_19_2020-23_07_25 03_20_2020-21_33_39
03_20_2020-21_33_40 03_20_2020-21_33_41 03_21_2020-21_30_17 03_21_2020-21_30_18 03_21_2020-21_30_19 03_21_2020-21_30_20 03_22_2017-17_11_28 03_22_2017-17_11_29 03_22_2017-17_11_30 03_22_2019-23_13_0
7 03_22_2019-23_13_08 03_22_2019-23_13_09 03_23_2015-17_50_20 03_23_2015-17_50_21 03_23_2015-17_50_22 03_24_2015-17_38_16 03_24_2015-17_38_17 03_24_2016-20_52_28 03_24_2016-20_52_29
03_24_2016-20_52_30 03_27_2015-17_16_30 03_30_2022-17_41_40 03_30_2022-23_08_39 03_30_2022-23_08_40 03_31_2016-14_53_23 03_31_2016-14_53_24 03_31_2017-14_41_24 03_31_2017-14_41_25 03_31_2017-14_41_2
6 03_31_2021-20_09_07 03_31_2021-20_09_08 03_31_2021-20_36_18 03_31_2021-20_36_19 03_31_2022-15_09_35 03_31_2022-15_09_36 03_31_2022-16_19_40 03_31_2022-16_19_41 03_31_2022-16_38_31
04_06_2015-13_53_33 04_09_2015-14_03_48 04_09_2015-14_03_49 04_09_2015-15_52_36 04_09_2015-15_52_37 04_09_2015-15_52_38 04_10_2017-19_51_01 04_10_2017-19_51_02 04_12_2017-22_21_49 04_13_2015-14_22_5
4 04_13_2020-22_35_01 04_13_2020-22_35_02 04_13_2020-22_35_03 04_14_2020-15_19_08 04_14_2020-15_19_09 04_14_2020-15_19_10 04_14_2020-15_19_11 04_14_2020-15_37_05 04_14_2020-15_37_06
04_14_2020-15_37_07 04_14_2020-15_37_08 04_16_2015-21_45_49 04_16_2015-21_45_50 04_16_2024-21_51_15 04_17_2024-17_30_37 04_18_2018-22_30_16 04_18_2018-22_30_17 04_18_2018-22_30_18 04_22_2019-16_09_5
4 04_22_2019-16_10_18 04_22_2019-16_10_19 04_22_2019-18_05_52 04_22_2019-18_05_53 04_22_2019-18_05_54 04_22_2019-18_14_38 04_22_2019-18_15_16 04_22_2019-18_15_17 04_22_2019-18_15_18
04_23_2020-21_55_30 04_23_2020-21_55_31 04_23_2020-21_55_32 04_23_2020-21_55_33 04_24_2020-05_04_29 04_24_2020-05_04_30 04_24_2020-05_04_31 04_24_2020-19_50_45 04_24_2020-19_50_46 04_24_2020-19_50_4
7 04_24_2020-19_50_48 04_26_2015-16_11_37 04_26_2015-16_11_44 04_26_2015-16_11_49 04_30_2019-17_05_36 04_30_2019-17_05_37 04_30_2019-17_05_38 04_30_2019-18_05_54 04_30_2019-18_07_02
04_30_2019-18_07_03 04_30_2019-18_07_04 04_30_2019-19_50_00 04_30_2019-19_50_01 04_30_2019-19_50_02 05_01_2015-17_54_30 05_01_2015-17_54_31 05_01_2018-16_53_43 05_01_2018-16_53_44 05_02_2016-17_08_3
4 05_02_2016-17_08_35 05_02_2016-17_08_36 05_02_2016-20_41_50 05_02_2016-20_41_51 05_02_2016-20_58_36 05_02_2016-21_06_44 05_02_2016-21_06_45 05_02_2016-21_09_46 05_02_2016-21_09_47
05_02_2016-21_09_48 05_02_2024-18_14_36 05_02_2024-21_08_51 05_03_2016-13_52_31 05_03_2016-13_52_32 05_05_2015-16_44_31 05_05_2015-16_44_32 05_05_2015-19_58_04 05_05_2015-22_53_24 05_05_2015-22_53_2
5 05_05_2015-22_53_26 05_06_2015-18_39_32 05_06_2015-18_39_33 05_06_2024-15_54_30 05_07_2015-17_42_31 05_07_2015-18_12_50 05_09_2016-15_49_45 05_09_2016-15_49_48 05_09_2016-15_49_49
05_10_2021-20_20_47 05_10_2021-20_20_48 05_10_2021-22_47_31 05_10_2021-22_47_32 05_10_2021-23_30_46 05_10_2021-23_30_47 05_12_2022-21_23_13 05_17_2018-21_03_38 05_17_2018-21_03_39 05_17_2024-14_00_4
2 05_17_2024-14_00_43 05_20_2015-12_15_16 05_20_2015-12_15_17 05_20_2015-15_01_30 05_20_2015-15_01_31 05_20_2016-13_31_25 05_20_2016-13_31_26 05_20_2016-13_31_27 05_22_2015-14_12_55
05_22_2015-14_12_56 05_22_2015-14_12_57 05_27_2015-14_53_42 05_28_2015-18_47_27 05_28_2015-18_47_28 05_28_2015-18_47_29 05_28_2015-22_14_05 05_28_2015-22_14_06 05_30_2024-13_09_54 06_01_2015-14_18_4
8 06_01_2015-14_18_49 06_01_2015-14_39_48 06_01_2015-14_39_49 06_01_2015-15_25_53 06_01_2015-15_25_54 06_01_2015-15_25_55 06_01_2016-13_52_54 06_01_2016-18_47_56 06_02_2022-15_00_30
06_02_2022-15_00_31 06_03_2022-15_59_06 06_03_2022-15_59_07 06_03_2022-18_47_04 06_03_2022-18_47_05 06_04_2024-22_34_26 06_04_2024-22_34_27 06_05_2024-17_16_43 06_05_2024-20_50_42 06_06_2022-19_55_3
0 06_06_2024-14_02_43 06_06_2024-14_02_44 06_06_2024-15_00_30 06_08_2015-14_34_17 06_10_2015-13_20_52 06_11_2015-15_07_24 06_11_2015-15_07_25 06_11_2015-16_24_02 06_11_2015-16_24_03
06_11_2015-16_24_04 06_11_2024-17_39_19 06_11_2024-17_39_20 06_14_2024-14_09_38 06_15_2017-15_56_33 06_15_2017-15_56_34 06_16_2015-22_27_30 06_16_2015-22_27_31 06_17_2015-21_38_20 06_17_2015-21_38_2
1 06_17_2015-23_13_07 06_17_2015-23_13_08 06_18_2015-18_03_45 06_18_2015-18_03_46 06_18_2015-18_03_47 06_18_2017-19_25_48 06_18_2017-19_25_49 06_19_2015-15_28_20 06_19_2015-15_28_21
06_19_2015-15_43_39 06_19_2015-16_08_58 06_19_2015-16_08_59 06_19_2015-17_08_17 06_19_2015-17_08_18 06_19_2015-17_53_40 06_19_2015-17_53_41 06_19_2015-17_55_13 06_19_2015-17_55_14 06_23_2015-19_30_4
3 06_23_2015-19_30_44 06_23_2015-19_39_19 06_23_2015-19_39_20 06_23_2015-19_39_21 06_23_2015-19_42_06 06_23_2015-19_42_07 06_23_2015-19_42_08 06_23_2015-19_45_38 06_23_2015-19_45_39
06_23_2015-19_45_40 06_24_2015-17_31_58 06_24_2015-17_31_59 06_24_2015-17_32_00 06_24_2015-17_59_52 06_24_2015-17_59_53 06_24_2015-17_59_54 06_24_2015-21_47_53 06_24_2015-21_47_54 06_24_2015-21_47_5
5 06_24_2019-15_25_48 06_24_2019-15_25_49 06_24_2019-15_25_50 06_26_2017-14_21_38 06_26_2017-14_43_31 06_29_2015-14_02_19 06_29_2015-14_02_20 06_29_2015-22_13_47 06_30_2015-21_02_19
06_30_2015-21_02_20 06_30_2015-21_49_06 07_01_2015-17_26_35 07_04_2024-13_26_49 07_04_2024-13_26_50 07_05_2023-18_04_17 07_05_2023-21_37_45 07_06_2023-15_24_03 07_07_2015-14_58_17 07_07_2015-14_58_1
8 07_08_2015-16_55_41 07_08_2015-16_55_42 07_08_2015-18_30_55 07_08_2015-18_30_56 07_08_2015-18_30_57 07_10_2015-13_16_04 07_10_2015-13_16_05 07_10_2015-13_16_06 07_13_2016-21_10_54
07_14_2016-14_35_10 07_14_2016-14_35_11 07_15_2015-13_18_24 07_17_2015-15_34_25 07_17_2015-15_34_26 07_17_2015-15_34_27 07_17_2015-16_40_27 07_17_2015-16_40_28 07_17_2015-16_40_29 07_17_2015-18_00_0
4 07_17_2015-18_00_05 07_17_2015-18_00_06 07_17_2020-14_47_19 07_17_2020-14_47_20 07_17_2020-14_47_21 07_17_2020-14_47_22 07_17_2020-16_06_19 07_17_2020-16_06_20 07_17_2020-16_06_21
07_17_2020-16_06_22 07_20_2018-18_59_36 07_20_2018-18_59_39 07_20_2018-18_59_40 07_20_2020-21_47_12 07_20_2020-21_47_13 07_20_2020-21_47_14 07_20_2020-22_40_35 07_20_2020-22_40_36 07_20_2020-22_40_3
7 07_20_2020-22_40_38 07_20_2020-23_15_28 07_20_2020-23_15_29 07_20_2020-23_15_30 07_21_2015-15_09_35 07_21_2015-15_09_36 07_21_2020-03_20_45 07_21_2020-03_20_46 07_21_2020-03_20_47
07_21_2020-03_20_48 07_22_2015-18_45_29 07_22_2015-18_45_30 07_22_2015-18_45_31 07_22_2016-14_23_43 07_22_2016-14_23_44 07_27_2020-20_50_06 07_27_2020-20_50_07 07_27_2020-20_50_08 08_02_2016-22_34_2
0 08_02_2016-22_34_21 08_03_2023-22_28_53 08_03_2023-22_28_54 08_04_2023-16_23_13 08_04_2023-16_23_14 08_05_2015-17_01_20 08_05_2015-17_01_21 08_07_2015-17_17_28 08_07_2015-17_17_29
08_07_2015-17_27_44 08_07_2015-17_27_45 08_07_2023-17_03_36 08_07_2023-17_03_37 08_07_2023-20_30_25 08_07_2023-20_30_26 08_07_2023-20_56_09 08_07_2023-20_56_10 08_07_2023-21_00_15 08_07_2023-21_00_1
6 08_10_2016-14_54_10 08_10_2016-14_54_11 08_10_2016-20_04_39 08_10_2020-20_12_20 08_10_2020-20_12_21 08_10_2020-20_12_22 08_10_2020-20_12_23 08_10_2023-16_09_10 08_10_2023-19_52_00
08_10_2023-20_13_24 08_10_2023-20_24_34 08_11_2015-15_31_39 08_11_2015-15_31_40 08_11_2015-15_31_41 08_11_2016-13_36_32 08_11_2016-13_36_33 08_11_2023-17_12_31 08_11_2023-17_12_32 08_11_2023-20_37_5
0 08_11_2023-20_37_51 08_11_2023-20_55_04 08_12_2016-12_59_06 08_12_2016-14_21_45 08_12_2016-14_21_46 08_17_2015-13_46_35 08_24_2017-21_45_32 08_24_2017-21_45_33 08_26_2015-14_21_52
08_26_2015-14_29_35 08_26_2015-14_29_36 08_26_2015-14_48_39 08_26_2015-14_48_40 08_26_2015-15_00_51 08_27_2015-17_07_51 08_27_2015-17_07_52 08_27_2015-17_19_48 08_27_2015-17_19_49 08_27_2015-17_25_0
9 08_27_2015-17_25_10 08_27_2015-17_25_11 08_27_2015-17_30_40 08_27_2015-17_30_41 08_27_2015-17_30_42 08_27_2015-17_34_05 08_27_2015-17_34_06 08_27_2015-17_43_22 08_27_2015-17_43_23
08_27_2015-17_43_24 08_27_2015-17_48_19 08_27_2015-17_48_20 08_31_2015-14_18_51 08_31_2015-14_18_52 08_31_2015-14_18_53 08_31_2015-16_20_34 09_03_2015-15_22_42 09_03_2015-15_22_43 09_03_2015-15_30_2
4 09_03_2015-15_30_25 09_03_2015-15_30_26 09_03_2015-16_30_28 09_03_2015-16_30_29 09_03_2015-16_30_30 09_10_2015-23_12_39 09_12_2015-14_18_38 09_12_2015-14_18_39 09_12_2015-14_18_40
09_14_2015-14_04_19 09_14_2015-14_07_37 09_16_2015-12_45_53 09_16_2015-12_45_54 09_16_2015-15_19_29 09_16_2015-15_19_30 09_16_2015-15_19_31 09_16_2016-16_03_59 09_18_2015-16_49_35 09_18_2015-16_49_3
6 09_18_2015-16_49_37 09_21_2015-18_28_33 09_21_2015-18_28_34 09_23_2016-22_19_58 09_23_2016-22_19_59 09_26_2016-13_33_41 09_26_2016-13_33_42 09_29_2016-14_21_45 09_29_2016-14_21_46
09_29_2016-20_51_53 09_29_2016-20_51_54 09_29_2016-20_51_55 09_30_2015-22_38_56 09_30_2015-22_38_57 09_30_2019-15_30_28 09_30_2019-15_30_29 09_30_2019-15_30_30 09_30_2019-15_30_31 10_01_2015-14_06_0
0 10_01_2015-14_06_01 10_01_2015-16_20_41 10_01_2015-16_20_42 10_01_2015-16_20_43 10_01_2015-18_57_10 10_01_2015-18_57_11 10_04_2016-21_11_17 10_04_2019-17_17_27 10_04_2019-17_17_28
10_04_2019-17_17_29 10_04_2019-17_17_30 10_05_2015-17_55_15 10_05_2015-17_55_16 10_05_2015-17_55_17 10_05_2015-18_02_19 10_05_2015-18_02_20 10_06_2015-16_03_54 10_06_2015-16_03_55 10_06_2015-16_17_3
1 10_06_2015-16_17_32 10_06_2015-16_24_24 10_07_2015-15_46_12 10_07_2015-16_08_53 10_07_2015-16_08_54 10_07_2015-16_48_24 10_07_2015-16_48_25 10_07_2015-16_48_26 10_07_2015-16_55_52
10_07_2015-16_55_53 10_07_2015-19_37_55 10_07_2015-19_37_56 10_09_2016-21_25_18 10_09_2016-21_25_19 10_09_2016-21_25_20 10_09_2016-21_25_21 10_10_2016-03_02_29 10_10_2016-03_02_30 10_10_2016-03_02_3
1 10_19_2015-18_10_17 10_19_2015-18_10_18 10_19_2015-18_15_23 10_19_2015-18_15_24 10_19_2015-18_15_25 10_19_2023-20_41_23 10_20_2023-17_59_30 10_20_2023-17_59_31 10_20_2023-18_48_23
10_20_2023-19_42_23 10_20_2023-19_42_24 10_21_2015-14_45_32 10_21_2015-14_45_33 10_23_2023-15_16_42 10_23_2023-17_30_05 10_24_2016-13_12_09 10_24_2016-19_53_50 10_24_2016-19_53_51 10_24_2016-19_53_5
2 10_25_2016-14_23_15 10_25_2016-14_23_16 10_25_2016-14_23_17 10_26_2023-19_23_26 10_29_2014-23_20_41 10_29_2014-23_20_42 10_29_2014-23_20_43 10_31_2014-14_50_04 10_31_2014-14_50_05
11_02_2016-13_44_00 11_02_2016-13_44_01 11_03_2016-18_30_49 11_03_2016-18_30_50 11_03_2016-18_30_51 11_04_2015-17_37_17 11_04_2016-17_50_34 11_04_2016-17_50_35 11_05_2015-15_59_56 11_05_2015-15_59_5
8 11_05_2015-18_14_46 11_05_2015-18_14_47 11_07_2019-16_51_16 11_07_2019-16_51_17 11_12_2015-01_38_10 11_12_2015-01_38_11 11_13_2014-23_53_39 11_13_2018-21_00_14 11_13_2018-21_00_15
11_13_2019-21_11_49 11_13_2019-21_11_50 11_13_2019-21_11_51 11_14_2016-15_37_36 11_14_2016-15_37_37 11_14_2019-00_15_12 11_14_2019-00_15_13 11_14_2019-00_15_14 11_14_2019-00_24_20 11_14_2019-00_24_2
1 11_14_2019-00_24_22 11_16_2018-15_00_12 11_16_2018-15_00_13 11_17_2015-17_43_53 11_18_2015-14_05_24 11_18_2024-21_10_33 11_19_2015-16_01_09 11_19_2015-16_01_10 11_19_2019-17_47_53
11_19_2019-17_47_54 11_20_2015-21_40_38 11_20_2015-21_40_39 11_21_2019-18_12_15 11_21_2019-18_12_16 11_21_2019-18_12_17 11_22_2024-18_39_04 11_22_2024-19_13_13 11_24_2014-17_44_19 11_24_2014-17_44_2
0 11_24_2019-20_07_41 11_24_2019-20_07_42 11_24_2019-20_07_43 11_25_2024-18_31_50 12_05_2016-22_56_29 12_05_2016-22_56_30 12_05_2016-22_56_31 12_14_2016-18_03_25 12_14_2016-18_03_26
12_14_2016-18_03_27 12_14_2016-18_56_28 12_14_2016-18_56_29 12_15_2021-22_45_38 12_15_2021-22_45_39 12_18_2018-21_12_18 12_18_2018-21_12_19 12_21_2015-14_13_01 12_21_2015-14_13_02 12_21_2016-22_45_1
9 12_21_2021-18_06_04 12_21_2021-18_06_05 12_22_2016-17_02_27 12_22_2016-17_02_28 12_22_2016-17_04_45 12_22_2016-17_04_46 12_22_2016-17_04_47 12_22_2016-19_22_21 12_22_2016-19_22_22
12_22_2016-19_22_23 12_23_2015-13_42_03 12_23_2015-13_42_04 12_23_2015-14_17_15 12_23_2015-14_17_16 12_27_2016-17_08_06 12_27_2016-17_08_07 12_27_2021-21_31_21 12_28_2016-16_56_12 12_28_2016-16_56_1
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{ } ACAD DSTYLE { } AcDbContextDataManager ACDB_ANNOTATIONSCALES *A1 *A2 *A3 AcadAnnotative AnnotativeData { } ℄ AcDbContextDataManager ACDB_ANNOTATIONSCALES *A1 *A2 *A3 *A4 AcadAnnotative
AnnotativeData { } ACAD DSTYLE { } AcDbContextDataManager ACDB_ANNOTATIONSCALES *A1 *A2 *A3 *A4 AcDbContextDataManager ACDB_ANNOTATIONSCALES *A1 *A2 *A3 AcadAnnotative AnnotativeData
{ } ACAD DSTYLE { } AcDbContextDataManager ACDB_ANNOTATIONSCALES *A1 *A2 *A3 AcadAnnotative AnnotativeData { } ACAD DSTYLE { } AcDbContextDataManager ACDB_ANNOTATIONSCALES *A1 *A2 *A3
AcadAnnotative AnnotativeData { } ACAD DSTYLE { } AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA 102 106 107 111 113 117 118 122 123 127 128 132 16 17 30 34
35 36 41 42 46 47 51 53 60 61 68 72 73 77 78 82 83 84 88 89 93 94 98 20 Scale 20 Slope 1.5% AcDbContextDataManager ACDB_ANNOTATIONSCALES *A1 *A2 *A3 AcadAnnotative AnnotativeData {
} ACAD DSTYLE { } AcDbContextDataManager ACDB_ANNOTATIONSCALES *A1 *A2 *A3 AcadAnnotative AnnotativeData { } P AcDbContextDataManager ACDB_ANNOTATIONSCALES *A1 *A2 *A3 AcadAnnotative
AnnotativeData { } L AcDbContextDataManager ACDB_ANNOTATIONSCALES *A1 *A2 *A3 *A4 AcDbContextDataManager ACDB_ANNOTATIONSCALES *A1 *A2 *A3 *A4 AECGUIBASE Standard AcDbBlockRepresentation
AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY 1 12 13 19 43 5 60 Right Height Shown GRIPLOC TOP 168.5 TOE 163.5 HT 5.0' AcDbBlockRepresentation AcDbRepData
AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY 1 12 13 19 43 5 60 Right Height Shown GRIPLOC TOP 169.0 TOE 168.0 HT 1.0' AcDbBlockRepresentation AcDbRepData AppDataCache
ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY 1 12 13 19 43 5 60 Right Height Shown GRIPLOC TOP 168.0 TOE 163.0 HT 5.0' AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA
ACAD_ENHANCEDBLOCKHISTORY 1 12 13 19 43 5 60 Right Height Shown GRIPLOC TOP 168.0 TOE 163.0 HT 5.0' AcDbContextDataManager ACDB_ANNOTATIONSCALES *A1 *A2 *A3 AECGUIBASE Standard AcDbContextDataManage
r ACDB_ANNOTATIONSCALES *A1 *A2 *A3 *A4 AcDbContextDataManager ACDB_ANNOTATIONSCALES *A1 *A2 *A3 *A4 AcadAnnotative AnnotativeData { } ACAD DSTYLE { } ACAD_DSTYLE_DIMRADIAL_EXTENSION
AcDbContextDataManager ACDB_ANNOTATIONSCALES *A1 *A2 *A3 *A4 ACAD_DIMASSOC AcDbContextDataManager ACDB_ANNOTATIONSCALES *A1 *A2 *A3 *A4 AcadAnnotative AnnotativeData { } AcDbBlockRepresentation
AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY 15 2 7 8 GRIPLOC GRIPFLIP GRIPLOC ELEV 150.08 (EG,TC) DESC AcDbContextDataManager ACDB_ANNOTATIONSCALES *A1
*A2 *A3 *A4 AcDbContextDataManager ACDB_ANNOTATIONSCALES *A1 *A2 *A3 AcadAnnotative AnnotativeData { } AcDbContextDataManager ACDB_ANNOTATIONSCALES *A1 *A2 *A3 AcDbContextDataManager
ACDB_ANNOTATIONSCALES *A1 *A2 *A3 AcadAnnotative AnnotativeData { } AcDbContextDataManager ACDB_ANNOTATIONSCALES *A1 *A2 *A3 AcadAnnotative AnnotativeData { } AcDbBlockRepresentation
AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY 15 2 7 8 GRIPFLIP GRIPLOC ELEV 160.71 DESC AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA
ACAD_ENHANCEDBLOCKHISTORY 15 2 7 8 GRIPFLIP GRIPLOC ELEV 160.78 DESC AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY 15 2 7 8 GRIPFLIP
GRIPLOC GRIPFLIP GRIPLOC ELEV 160.78 (FG) DESC 161.34 (EG) AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY 15 2 7 8 GRIPFLIP GRIPLOC
GRIPFLIP GRIPLOC ELEV 160.77 DESC AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY 15 2 7 8 GRIPFLIP GRIPLOC GRIPFLIP GRIPLOC GRIPFLIP
GRIPLOC ELEV 162.74 DESC AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY 15 2 7 8 GRIPFLIP GRIPLOC GRIPFLIP GRIPLOC GRIPFLIP GRIPLOC
GRIPFLIP GRIPLOC ELEV 163.00 (FG) DESC AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY 15 2 7 8 GRIPFLIP GRIPLOC ELEV 160.67 DESC
AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY 15 2 7 8 GRIPFLIP GRIPLOC GRIPFLIP GRIPLOC ELEV 160.57 DESC AcDbContextDataManager
ACDB_ANNOTATIONSCALES *A1 *A2 *A3 AcadAnnotative AnnotativeData { } ACAD DSTYLE { } AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY
15 2 7 8 GRIPFLIP GRIPLOC GRIPFLIP GRIPLOC GRIPFLIP GRIPLOC GRIPFLIP GRIPLOC ELEV 162.57 (EG, BC) DESC AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHIST
ORY 15 2 7 8 GRIPFLIP GRIPLOC GRIPFLIP GRIPLOC GRIPFLIP GRIPLOC ELEV 162.74 (FG, TC) DESC AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY
15 2 7 8 GRIPFLIP GRIPLOC GRIPFLIP GRIPLOC ELEV 160.74 DESC AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY 15 2 7 8 GRIPFLIP GRIPLOC
GRIPFLIP GRIPLOC GRIPFLIP GRIPLOC GRIPFLIP GRIPLOC GRIPFLIP GRIPLOC GRIPFLIP GRIPLOC ELEV 163.00 (FG) DESC Slope 7.5% Slope 1.5% AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKD
ATA ACAD_ENHANCEDBLOCKHISTORY 102 106 107 111 113 117 118 122 123 127 128 132 16 17 30 34 35 36 41 42 46 47 51 53 60 61 68 72 73 77 78 82 83 84 88 89 93 94 98 20 Scale 20 GRIPLOC Slope
1.5% AcDbContextDataManager ACDB_ANNOTATIONSCALES *A1 *A2 *A3 AcDbContextDataManager ACDB_ANNOTATIONSCALES *A1 *A2 *A3 AcadAnnotative AnnotativeData { } VAN ADA STALL AcDbContextDataManager
ACDB_ANNOTATIONSCALES *A1 *A2 *A3 AcadAnnotative AnnotativeData { } VAN ACCESSIBLE SPACE Slope 1.5% AcDbContextDataManager ACDB_ANNOTATIONSCALES *A1 *A2 *A3 AcDbContextDataManager
ACDB_ANNOTATIONSCALES *A1 *A2 *A3 AcDbContextDataManager ACDB_ANNOTATIONSCALES *A1 *A2 *A3 AcadAnnotative AnnotativeData { } AcDbContextDataManager ACDB_ANNOTATIONSCALES *A1 *A2 *A3
AcadAnnotative AnnotativeData { } ACAD DSTYLE { } AcDbContextDataManager ACDB_ANNOTATIONSCALES *A1 *A2 *A3 AECGUIBASE Standard AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA
ACAD_ENHANCEDBLOCKHISTORY 15 2 7 8 GRIPFLIP GRIPLOC GRIPFLIP GRIPLOC ELEV 161.86 (FG) DESC 161.82 (EG) AcDbContextDataManager ACDB_ANNOTATIONSCALES *A1 *A2 *A3 AcDbBlockRepresentation
AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY 15 2 7 8 GRIPFLIP GRIPLOC GRIPFLIP GRIPLOC GRIPFLIP GRIPLOC ELEV 162.74 DESC AcDbBlockRepresentation AcDbRepData
AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY 15 2 7 8 GRIPFLIP GRIPLOC GRIPFLIP GRIPLOC GRIPFLIP GRIPLOC ELEV 160.90 DESC AcDbContextDataManager ACDB_ANNOTATIONSCALES
*A1 *A2 *A3 AcadAnnotative AnnotativeData { } ACAD DSTYLE { } AcDbContextDataManager ACDB_ANNOTATIONSCALES *A1 *A2 *A3 AcadAnnotative AnnotativeData { } ACAD DSTYLE { } ACAD_DIMASSOC
AcDbContextDataManager ACDB_ANNOTATIONSCALES *A1 *A2 *A3 AcadAnnotative AnnotativeData { } ACAD_DIMASSOC AcDbContextDataManager ACDB_ANNOTATIONSCALES *A1 *A2 *A3 AcadAnnotative AnnotativeData
{ } ACAD DSTYLE { } AcDbContextDataManager ACDB_ANNOTATIONSCALES *A1 *A2 *A3 AcDbContextDataManager ACDB_ANNOTATIONSCALES *A1 *A2 *A3 AcDbContextDataManager ACDB_ANNOTATIONSCALES *A1
AcDbContextDataManager ACDB_ANNOTATIONSCALES *A1 AcDbContextDataManager ACDB_ANNOTATIONSCALES *A1 AcDbContextDataManager ACDB_ANNOTATIONSCALES *A1 AcDbContextDataManager ACDB_ANNOTATIONSCALES
*A1 AcadAnnotative AnnotativeData { } ACAD_DIMASSOC AcDbContextDataManager ACDB_ANNOTATIONSCALES *A1 AcadAnnotative AnnotativeData { } ACAD_DIMASSOC AcDbContextDataManager ACDB_ANNOTATIONSCALES
*A1 AcadAnnotative AnnotativeData { } ACAD DSTYLE { } ACAD_DSTYLE_DIMRADIAL_EXTENSION ACAD_DIMASSOC AcDbContextDataManager ACDB_ANNOTATIONSCALES *A1 AcadAnnotative AnnotativeData {
} ACAD DSTYLE { } ACAD_DSTYLE_DIMRADIAL_EXTENSION AcDbContextDataManager ACDB_ANNOTATIONSCALES *A1 AcDbContextDataManager ACDB_ANNOTATIONSCALES *A1 AcDbContextDataManager ACDB_ANNOTATIONSCALES
*A1 AcDbContextDataManager ACDB_ANNOTATIONSCALES *A1 AcDbContextDataManager ACDB_ANNOTATIONSCALES *A1 AcDbContextDataManager ACDB_ANNOTATIONSCALES *A1 AcDbContextDataManager ACDB_ANNOTATIONSCALES
*A1 AcDbContextDataManager ACDB_ANNOTATIONSCALES *A1 AcDbContextDataManager ACDB_ANNOTATIONSCALES *A1 AcadAnnotative AnnotativeData { } AcDbContextDataManager ACDB_ANNOTATIONSCALES
*A1 AcadAnnotative AnnotativeData { } ACAD DSTYLE { } AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY 15 2 7 8 GRIPFLIP GRIPLOC ELEV
160.67 DESC AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY 15 2 7 8 GRIPFLIP GRIPLOC GRIPFLIP GRIPLOC ELEV 160.77 DESC AECGUIBASE
Standard AECGUIBASE Standard AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY 102 106 107 111 113 117 118 122 123 127 128 132 16 17
30 34 35 36 41 42 46 47 51 53 60 61 68 72 73 77 78 82 83 84 88 89 93 94 98 20 Scale 20 GRIPLOC GRIPLOC GRIPLOC GRIPLOC Slope 1.0% Slope 2% AcDbContextDataManager ACDB_ANNOTATIONSCALES
*A1 AcDbContextDataManager ACDB_ANNOTATIONSCALES *A1 AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY 103 157 161 162 166 176 180 181
185 192 196 197 201 202 67 99 GRIPLOC GRIPLOC GRIPLOC SECTION A SECTION2 A GradientColor1ACI GradientColor2ACI ACAD AR-CONC GradientColor1ACI GradientColor2ACI ACAD SOLID GradientColor1ACI
GradientColor2ACI ACAD _SOLID GradientColor1ACI GradientColor2ACI ACAD AR-CONC GradientColor1ACI GradientColor2ACI ACAD SOLID GradientColor1ACI GradientColor2ACI ACAD _SOLID GradientColor1ACI
GradientColor2ACI ACAD AR-CONC GradientColor1ACI GradientColor2ACI ACAD AR-CONC GradientColor1ACI GradientColor2ACI ACAD ANSI31 GradientColor1ACI GradientColor2ACI ACAD EARTH ACAD_DIMASSOC
AcDbContextDataManager ACDB_ANNOTATIONSCALES *A1 ACAD DSTYLE { } AcadAnnotative AnnotativeData { } ACAD_DIMASSOC AcDbContextDataManager ACDB_ANNOTATIONSCALES *A1 ACAD DSTYLE { } AcadAnnotative
AnnotativeData { } ACAD_DIMASSOC AcDbContextDataManager ACDB_ANNOTATIONSCALES *A1 AcadAnnotative AnnotativeData { } ACAD DSTYLE { } ACAD_DIMASSOC AcDbContextDataManager ACDB_ANNOTATIONSCALES
*A1 AcadAnnotative AnnotativeData { } ACAD_DIMASSOC AcDbContextDataManager ACDB_ANNOTATIONSCALES *A1 AcadAnnotative AnnotativeData { } ACAD_DIMASSOC AcDbContextDataManager ACDB_ANNOTATIONSCALES
*A1 ACAD DSTYLE { } AcadAnnotative AnnotativeData { } AcDbContextDataManager ACDB_ANNOTATIONSCALES *A1 AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTO
RY 102 106 107 111 113 117 118 122 123 127 128 132 16 17 30 34 35 36 41 42 46 47 51 53 60 61 68 72 73 77 78 82 83 84 88 89 93 94 98 20 Scale 20 GRIPLOC GRIPLOC Slope VARIES AcDbContextDataManager
ACDB_ANNOTATIONSCALES *A1 AcadAnnotative AnnotativeData { } SECTION A-A SEE SHEET C3.31 AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY
15 2 7 8 GRIPLOC ELEV 162.28 DESC AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY 15 2 7 8 GRIPLOC ELEV 162.28 DESC AcDbBlockRepresentation
AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY 15 2 7 8 GRIPLOC ELEV 161.41 DESC AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA
ACAD_ENHANCEDBLOCKHISTORY 15 2 7 8 GRIPLOC ELEV 161.34 DESC Slope 5.3% Slope 1.5% AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY
15 2 7 8 GRIPLOC ELEV 162.74 DESC AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY 15 2 7 8 GRIPLOC ELEV 162.74 DESC AcDbContextDataManager
ACDB_ANNOTATIONSCALES *A1 AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY 102 106 107 111 113 117 118 122 123 127 128 132 16 17 30
34 35 36 41 42 46 47 51 53 60 61 68 72 73 77 78 82 83 84 88 89 93 94 98 20 Scale 20 GRIPLOC Slope 1.4% AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTO
RY 102 106 107 111 113 117 118 122 123 127 128 132 16 17 30 34 35 36 41 42 46 47 51 53 60 61 68 72 73 77 78 82 83 84 88 89 93 94 98 20 Scale 20 GRIPLOC Slope 1.4% Slope 7.4% AcDbContextDataManager
ACDB_ANNOTATIONSCALES *A1 AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY 15 2 7 8 GRIPLOC GRIPFLIP GRIPLOC GRIPFLIP GRIPLOC ELEV 158.59
DESC AcDbContextDataManager ACDB_ANNOTATIONSCALES *A1 AcadAnnotative AnnotativeData { } AcDbContextDataManager ACDB_ANNOTATIONSCALES *A1 AcadAnnotative AnnotativeData { } AcDbBlockRepresentation
AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY 15 2 7 8 GRIPLOC GRIPFLIP GRIPLOC ELEV 161.28 DESC AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA
ACAD_ENHANCEDBLOCKHISTORY 15 2 7 8 GRIPLOC GRIPFLIP GRIPLOC GRIPFLIP GRIPLOC GRIPFLIP GRIPLOC ELEV 159.90 DESC AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA
ACAD_ENHANCEDBLOCKHISTORY 15 2 7 8 GRIPLOC GRIPFLIP GRIPLOC GRIPFLIP GRIPLOC GRIPFLIP GRIPLOC ELEV 159.84 DESC Slope 3.5% AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA
ACAD_ENHANCEDBLOCKHISTORY 15 2 7 8 GRIPLOC GRIPFLIP GRIPLOC GRIPFLIP GRIPLOC GRIPFLIP GRIPLOC ELEV 160.68 DESC AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA
102 106 107 111 113 117 118 122 123 127 128 132 16 17 30 34 35 36 41 42 46 47 51 53 60 61 68 72 73 77 78 82 83 84 88 89 93 94 98 20 Scale 20 Slope 3.0% AcDbBlockRepresentation AcDbRepData
AppDataCache ACAD_ENHANCEDBLOCKDATA 102 106 107 111 113 117 118 122 123 127 128 132 16 17 30 34 35 36 41 42 46 47 51 53 60 61 68 72 73 77 78 82 83 84 88 89 93 94 98 20 Scale 20 Slope
7.5% AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY 15 2 7 8 GRIPLOC GRIPFLIP GRIPLOC GRIPFLIP GRIPLOC GRIPFLIP GRIPLOC ELEV 160.62
DESC AcDbContextDataManager ACDB_ANNOTATIONSCALES *A1 AcadAnnotative AnnotativeData { } ACAD DSTYLE { } AcDbContextDataManager ACDB_ANNOTATIONSCALES *A1 AcadAnnotative AnnotativeData
{ } NEW AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY 15 2 7 8 GRIPLOC GRIPFLIP GRIPLOC GRIPFLIP GRIPLOC ELEV 158.59 DESC AcDbBlockRepresentation
AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY 15 2 7 8 GRIPLOC GRIPFLIP GRIPLOC GRIPFLIP GRIPLOC ELEV 158.78 (EG) DESC AcDbBlockRepresentation AcDbRepData
AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY 15 2 7 8 GRIPLOC GRIPFLIP GRIPLOC GRIPFLIP GRIPLOC GRIPFLIP GRIPLOC ELEV 158.67 (EG) DESC AcDbBlockRepresentation AcDbRepData
AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY 15 2 7 8 GRIPLOC GRIPFLIP GRIPLOC GRIPFLIP GRIPLOC GRIPFLIP GRIPLOC ELEV 158.53 DESC AcDbBlockRepresentation AcDbRepData
AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY 15 2 7 8 GRIPLOC GRIPFLIP GRIPLOC GRIPFLIP GRIPLOC GRIPFLIP GRIPLOC ELEV 158.47 DESC AcDbBlockRepresentation AcDbRepData
AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY 15 2 7 8 GRIPLOC GRIPFLIP GRIPLOC GRIPFLIP GRIPLOC ELEV 158.29 (EG) DESC AcDbBlockRepresentation AcDbRepData AppDataCache
ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY 15 2 7 8 GRIPLOC GRIPFLIP GRIPLOC GRIPFLIP GRIPLOC GRIPFLIP GRIPLOC ELEV 158.17 (EG) DESC ACAD_DIMASSOC AcDbContextDataManager ACDB_ANNOTATIONSCALES
*A1 AcadAnnotative AnnotativeData { } ACAD DSTYLE { } ACAD_DIMASSOC AcDbContextDataManager ACDB_ANNOTATIONSCALES *A1 AcadAnnotative AnnotativeData { } AcDbBlockRepresentation AcDbRepData
AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY 15 2 7 8 GRIPLOC GRIPFLIP GRIPLOC GRIPFLIP GRIPLOC ELEV 159.92 DESC AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCK
DATA ACAD_ENHANCEDBLOCKHISTORY 15 2 7 8 GRIPLOC GRIPFLIP GRIPLOC GRIPFLIP GRIPLOC ELEV 159.98 DESC AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY
15 2 7 8 GRIPLOC GRIPFLIP GRIPLOC GRIPFLIP GRIPLOC ELEV 159.82 DESC Slope 0.5% AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY 102
106 107 111 113 117 118 122 123 127 128 132 16 17 30 34 35 36 41 42 46 47 51 53 60 61 68 72 73 77 78 82 83 84 88 89 93 94 98 20 Scale 20 GRIPLOC Slope 1.5% AcDbBlockRepresentation AcDbRepData
AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY 102 106 107 111 113 117 118 122 123 127 128 132 16 17 30 34 35 36 41 42 46 47 51 53 60 61 68 72 73 77 78 82 83 84 88 89
93 94 98 20 Scale 20 GRIPLOC Slope 1.5% AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY 102 106 107 111 113 117 118 122 123 127 128
132 16 17 30 34 35 36 41 42 46 47 51 53 60 61 68 72 73 77 78 82 83 84 88 89 93 94 98 20 Scale 20 GRIPLOC Slope 1.5% AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA
ACAD_ENHANCEDBLOCKHISTORY 102 106 107 111 113 117 118 122 123 127 128 132 16 17 30 34 35 36 41 42 46 47 51 53 60 61 68 72 73 77 78 82 83 84 88 89 93 94 98 20 Scale 20 Slope 1.5% AcDbBlockRepresentat
ion AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY 102 106 107 111 113 117 118 122 123 127 128 132 16 17 30 34 35 36 41 42 46 47 51 53 60 61 68 72 73 77 78
82 83 84 88 89 93 94 98 20 Scale 20 GRIPLOC Slope 4.8% AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY 102 106 107 111 113 117 118
122 123 127 128 132 16 17 30 34 35 36 41 42 46 47 51 53 60 61 68 72 73 77 78 82 83 84 88 89 93 94 98 20 Scale 20 GRIPLOC Slope 7.5% ACAD_DIMASSOC AcDbContextDataManager ACDB_ANNOTATIONSCALES
*A1 AcadAnnotative AnnotativeData { } Slope 1.4% Slope 2.2% AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY 102 106 107 111 113 117
118 122 123 127 128 132 16 17 30 34 35 36 41 42 46 47 51 53 60 61 68 72 73 77 78 82 83 84 88 89 93 94 98 20 Scale 20 GRIPFLIP Slope 2.6% AcDbBlockRepresentation AcDbRepData AppDataCache
ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY 102 106 107 111 113 117 118 122 123 127 128 132 16 17 30 34 35 36 41 42 46 47 51 53 60 61 68 72 73 77 78 82 83 84 88 89 93 94 98 20
Scale 20 GRIPFLIP Slope 2.0% AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY 15 2 7 8 GRIPLOC ELEV 161.96 DESC AcDbBlockRepresentation
AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY 15 2 7 8 GRIPLOC ELEV 162.16 DESC AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA
ACAD_ENHANCEDBLOCKHISTORY 15 2 7 8 GRIPLOC GRIPFLIP GRIPLOC ELEV 161.96 DESC AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY 15 2
7 8 GRIPLOC GRIPFLIP GRIPLOC ELEV 162.16 DESC AcDbContextDataManager ACDB_ANNOTATIONSCALES *A1 AcDbContextDataManager ACDB_ANNOTATIONSCALES *A1 Slope 1.0% ACAD_DIMASSOC AcDbContextDataManager
ACDB_ANNOTATIONSCALES *A1 ACAD_DIMASSOC AcDbContextDataManager ACDB_ANNOTATIONSCALES *A1 AcadAnnotative AnnotativeData { } ACAD DSTYLE { } AcDbContextDataManager ACDB_ANNOTATIONSCALES
*A1 AcDbContextDataManager ACDB_ANNOTATIONSCALES *A1 ACAD_DIMASSOC AcDbContextDataManager ACDB_ANNOTATIONSCALES *A1 AcadAnnotative AnnotativeData { } ACAD DSTYLE { } AcDbContextDataManager
ACDB_ANNOTATIONSCALES *A1 AcDbContextDataManager ACDB_ANNOTATIONSCALES *A1 ACAD_DIMASSOC AcDbContextDataManager ACDB_ANNOTATIONSCALES *A1 AcadAnnotative AnnotativeData { } ACAD DSTYLE
{ } ACAD_DIMASSOC AcDbContextDataManager ACDB_ANNOTATIONSCALES *A1 AcadAnnotative AnnotativeData { } ACAD DSTYLE { } ACAD_DSTYLE_DIMRADIAL_EXTENSION ACAD_DIMASSOC AcDbContextDataManager
ACDB_ANNOTATIONSCALES *A1 AcadAnnotative AnnotativeData { } ACAD DSTYLE { } ACAD_DSTYLE_DIMRADIAL_EXTENSION ACAD_DIMASSOC AcDbContextDataManager ACDB_ANNOTATIONSCALES *A1 AcadAnnotative
AnnotativeData { } ACAD DSTYLE { } AcDbContextDataManager ACDB_ANNOTATIONSCALES *A1 AcDbContextDataManager ACDB_ANNOTATIONSCALES *A1 AcDbContextDataManager ACDB_ANNOTATIONSCALES *A1
ACAD_DIMASSOC AcDbContextDataManager ACDB_ANNOTATIONSCALES *A1 AcadAnnotative AnnotativeData { } ACAD DSTYLE { } AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA
ACAD_ENHANCEDBLOCKHISTORY 15 2 7 8 GRIPFLIP GRIPLOC GRIPFLIP GRIPLOC GRIPFLIP GRIPLOC ELEV 161.93 DESC 157.98 153.98 #7017 159.09 #7018 155.02 153.76 151.62 151.54 28 0.0843 55 0.0213
159.96 156.41 156.21 ASDK_XREC_ANNOTATION_SCALE_INFO ACAD MVIEW { { } } AECGUIBASE Standard C3.21 7 PARKING LOT PROFILES AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA
ACAD_ENHANCEDBLOCKHISTORY 1 10 14 15 16 20 21 25 26 30 31 35 36 40 41 45 46 5 50 51 55 9 Double Line - Single Text Visibility Double Line - Single Text GRIPLOC NOTE_1 GRADING DETAIL
3 NOTE_2 NOTE AcDbContextDataManager ACDB_ANNOTATIONSCALES *A1 AcadAnnotative AnnotativeData { } SCALE: 1" = 5' ASDK_XREC_ANNOTATION_SCALE_INFO ACAD MVIEW { { C-ANNO-TEXT x18242 A|C-PHASE
2 PARKING x18242 t|V-TOPO-TEXT x18242 A|C-PHASE 2 PARKING NUMBER 15 x18242 A|C-PHASE 2 PARKING NUMBER x18242 t|V-NODE-TOPO-2021-03-17 x18242 t|V-FELD-TEXT } } ASDK_XREC_ANNOTATION_SCALE_INFO
ACAD MVIEW { { } } ASDK_XREC_ANNOTATION_SCALE_INFO ACAD MVIEW { { } }
R-426407 SOLID SOLID SOLID SOLID SOLID SOLID SOLID SOLID SOLID SOLID SOLID SOLID SOLID SOLID SOLID SOLID SOLID AcDbBlockRepETag F87 ACAD AcDbBlockRepETag F88 AR-SAND AcDbBlockRepETag
4EAA AcDbBlockRepETag 4EAB AcDbBlockRepETag 4EAC AcDbBlockRepETag 4EAD AcDbBlockRepETag 4EAE AcDbBlockRepETag 4EE9 AcDbBlockRepETag 4EEA AcDbBlockRepETag 4EEB AcDbBlockRepETag 4EEC
AcDbBlockRepETag 4EED AcDbBlockRepETag 4F21 AcDbBlockRepETag 4F22 AcDbBlockRepETag 4F23 AcDbBlockRepETag 4F24 AcDbBlockRepETag 4F25 AcDbBlockRepETag 4F26 AcDbBlockRepETag 4F27 AcDbBlockRepETag
4F28 AcDbBlockRepETag 4F5C AcDbBlockRepETag 4F5D AcDbBlockRepETag 4F5E AcDbBlockRepETag 4F5F AcDbBlockRepETag 4F60 AcDbBlockRepETag 4F61 AcDbBlockRepETag 4F62 AcDbBlockRepETag 4F63
AcDbBlockRepETag 4F97 AcDbBlockRepETag 4F98 AcDbBlockRepETag 4F99 AcDbBlockRepETag 4F9A AcDbBlockRepETag 4F9B AcDbBlockRepETag 5189 AcDbBlockRepETag 518A AcDbBlockRepETag 518B AcDbBlockRepETag
518C AcDbBlockRepETag 518D AcDbBlockRepETag 52A3 AcDbBlockRepETag 52A4 AcDbBlockRepETag 52A5 AcDbBlockRepETag 52A6 AcDbBlockRepETag 53BC AcDbBlockRepETag 53BD AcDbBlockRepETag 53BE
AcDbBlockRepETag 53BF AcDbBlockRepETag 542A AcDbBlockRepETag 542B AcDbBlockRepETag 542C AcDbBlockRepETag 542D AcDbBlockRepETag 50DB AcDbBlockRepETag 50DC AcDbBlockRepETag 50DD AcDbBlockRepETag
50DE AcDbBlockRepETag 50DF AcDbBlockRepETag 5113 AcDbBlockRepETag 5114 AcDbBlockRepETag 5115 AcDbBlockRepETag 5116 AcDbBlockRepETag 5117 AcDbBlockRepETag 5118 AcDbBlockRepETag 5119
AcDbBlockRepETag 511A AcDbBlockRepETag 514E AcDbBlockRepETag 514F AcDbBlockRepETag 5150 AcDbBlockRepETag 5151 AcDbBlockRepETag 5152 AcDbBlockRepETag 5153 AcDbBlockRepETag 5154 AcDbBlockRepETag
5155 AcDbBlockRepETag 51F8 AcDbBlockRepETag 51F9 AcDbBlockRepETag 51FA AcDbBlockRepETag 51FB AcDbBlockRepETag 522F AcDbBlockRepETag 5230 AcDbBlockRepETag 5231 AcDbBlockRepETag 5232
AcDbBlockRepETag 5233 AcDbBlockRepETag 5234 AcDbBlockRepETag 5235 AcDbBlockRepETag 5269 AcDbBlockRepETag 526A AcDbBlockRepETag 526B AcDbBlockRepETag 526C AcDbBlockRepETag 526D AcDbBlockRepETag
526E AcDbBlockRepETag 526F AcDbBlockRepETag 5311 AcDbBlockRepETag 5312 AcDbBlockRepETag 5313 AcDbBlockRepETag 5314 AcDbBlockRepETag 5348 AcDbBlockRepETag 5349 AcDbBlockRepETag 534A
AcDbBlockRepETag 534B AcDbBlockRepETag 534C AcDbBlockRepETag 534D AcDbBlockRepETag 534E AcDbBlockRepETag 5382 AcDbBlockRepETag 5383 AcDbBlockRepETag 5384 AcDbBlockRepETag 5385 AcDbBlockRepETag
5386 AcDbBlockRepETag 5387 AcDbBlockRepETag 5388 AcDbBlockRepETag 502A AcDbBlockRepETag 502B AcDbBlockRepETag 502C ACAD AcDbBlockRepETag 502D SOLID AcDbBlockRepETag 502E AcDbBlockRepETag
4FCF AcDbBlockRepETag 4FD0 AcDbBlockRepETag 4FD1 AcDbBlockRepETag 4FD2 AcDbBlockRepETag 4FD3 AcDbBlockRepETag 4FD4 AcDbBlockRepETag 4FD5 AcDbBlockRepETag 4FD6 AcDbBlockRepETag 4FD7
AcDbBlockRepETag 4FD8 AcDbBlockRepETag 4FD9 AcDbBlockRepETag 4FDA AcDbBlockRepETag 4FDB AcDbBlockRepETag 4FDC AcDbBlockRepETag 4FDD AcDbBlockRepETag 4FDE AcDbBlockRepETag 4FDF AcDbBlockRepETag
4FE0 AcDbBlockRepETag 4FE1 AcDbBlockRepETag 4FE2 AcDbBlockRepETag 4FE3 AcDbBlockRepETag 4FE4 AcDbBlockRepETag 4FE5 AcDbBlockRepETag 4FE6 AcDbBlockRepETag 4FE7 AcDbBlockRepETag 4FE8
AcDbBlockRepETag 4FE9 AcDbBlockRepETag 4FEA AcDbBlockRepETag 4FEB AcDbBlockRepETag 4FEC AcDbBlockRepETag 4FED AcDbBlockRepETag 4FEE AcDbBlockRepETag 4FEF AcDbBlockRepETag 4FF0 AcDbBlockRepETag
4FF1 AcDbBlockRepETag 4FF2 AcDbBlockRepETag 4FF3 AcDbBlockRepETag 4FF4 AcDbBlockRepETag 4FF5 AcDbBlockRepETag 4FF6 AcDbBlockRepETag 5062 AcDbBlockRepETag 5063 AcDbBlockRepETag 5064
AcDbBlockRepETag 5065 AcDbBlockRepETag 5066 AcDbBlockRepETag 5067 AcDbBlockRepETag 5068 AcDbBlockRepETag 5069 AcDbBlockRepETag 506A AcDbBlockRepETag 506B AcDbBlockRepETag 506C AcDbBlockRepETag
506D AcDbBlockRepETag 506E AcDbBlockRepETag 506F AcDbBlockRepETag 555D AcDbBlockRepETag 555E AcDbBlockRepETag 555F AcDbBlockRepETag 5560 AcDbBlockRepETag 5561 AcDbBlockRepETag 208F0
ACAD SOLID ACAD SOLID ACAD SOLID ACAD SOLID AcDbBlockRepETag 51C1 AcDbBlockRepETag 51C2 ACAD AcDbBlockRepETag 51C3 SOLID AcDbBlockRepETag 51C4 AcDbBlockRepETag 52DA AcDbBlockRepETag
52DB ACAD AcDbBlockRepETag 52DC SOLID AcDbBlockRepETag 52DD AcDbBlockRepETag 53F3 AcDbBlockRepETag 53F4 ACAD AcDbBlockRepETag 53F5 SOLID AcDbBlockRepETag 53F6 AcDbBlockRepETag 5461
AcDbBlockRepETag 5462 ACAD AcDbBlockRepETag 5463 SOLID AcDbBlockRepETag 5464 AcDbBlockRepETag 33D5 AcDbBlockRepETag 33F1 AcDbBlockRepETag 54DF AcDbBlockRepETag 54E0 AcDbBlockRepETag
54E1 AcDbBlockRepETag 54E2 AcDbBlockRepETag 54E3 AcDbBlockRepETag 61CA AcDbBlockRepETag 61CB AcDbBlockRepETag 61CC AcDbBlockRepETag 61CD AcDbBlockRepETag 61CE AcDbBlockRepETag D642
AcDbBlockRepETag D643 TAGNUMBER Enter tag number TAGNUMBER AcDbBlockRepETag A0E2 AcDbBlockRepETag A0E3 AcDbBlockRepETag A0E4 AcDbBlockRepETag A0E5 AcDbBlockRepETag 1A675 AcDbBlockRepETag
1A676 AcDbBlockRepETag 1A677 AcDbBlockRepETag 1A678 AcDbBlockRepETag 1A679 AcDbBlockRepETag 1A67A AcDbBlockRepETag 1A67B AcDbBlockRepETag 1A67C AcDbBlockRepETag 1A67D AcDbBlockRepETag
1A67E AcDbBlockRepETag 1A67F AcDbBlockRepETag 1A680 AcDbBlockRepETag 1A681 AcDbBlockRepETag 1A682 AcDbBlockRepETag 1A683 AcDbBlockRepETag 1A684 AcDbBlockRepETag 1A685 AcDbBlockRepETag
1A686 AcDbBlockRepETag 1A687 AcDbBlockRepETag 1A688 AcDbBlockRepETag 1A689 AcDbBlockRepETag 1A68A AcDbBlockRepETag 1A68B AcDbBlockRepETag 1A68C AcDbBlockRepETag 1A68D AcDbBlockRepETag
1A68E AcDbBlockRepETag 1A68F AcDbBlockRepETag 1A690 AcDbBlockRepETag 1A691 AcDbBlockRepETag 1A692 AcDbBlockRepETag 1A693 AcDbBlockRepETag 1A694 AcDbBlockRepETag 1A695 AcDbBlockRepETag
1A696 AcDbBlockRepETag 1A697 AcDbBlockRepETag 1A698 AcDbBlockRepETag 1A699 AcDbBlockRepETag 1A69A AcDbBlockRepETag 1A69B AcDbBlockRepETag 1A69C AcDbBlockRepETag 1A69D AcDbBlockRepETag
1A69E AcDbBlockRepETag 1A69F AcDbBlockRepETag 1A6A0 AcDbBlockRepETag 1A6A1 AcDbBlockRepETag 1A6A2 AcDbBlockRepETag 1A6A3 AcDbBlockRepETag 1A6A4 AcDbBlockRepETag 1A6A5 AcDbBlockRepETag
1A6A6 AcDbBlockRepETag 1A6A7 AcDbBlockRepETag 1A6A8 AcDbBlockRepETag 1A6A9 AcDbBlockRepETag 1A6AA AcDbBlockRepETag 1A6AB AcDbBlockRepETag 1A6AC AcDbBlockRepETag 1A6AD AcDbBlockRepETag
1A6AE AcDbBlockRepETag 1A6AF AcDbBlockRepETag 1A6B0 AcDbBlockRepETag 1A6B1 AcDbBlockRepETag 1A6B2 AcDbBlockRepETag 1A6B3 AcDbBlockRepETag 1A6B4 AcDbBlockRepETag 1A6B5 AcDbBlockRepETag
1A6B6 AcDbBlockRepETag 1A6B7 AcDbBlockRepETag 1A6B8 AcDbBlockRepETag 1A6B9 AcDbBlockRepETag 1A6BA AcDbBlockRepETag 1A6E0 AcDbBlockRepETag 1A6E1 AcDbBlockRepETag 1A6E2 AcDbBlockRepETag
1A6E3 AcDbBlockRepETag 1A6E4 AcDbBlockRepETag 1A6E5 AcDbBlockRepETag 1A6E6 AcDbBlockRepETag 1A6E7 AcDbBlockRepETag 1A6E8 AcDbBlockRepETag 1A6E9 AcDbBlockRepETag 1A6EA AcDbBlockRepETag
1A6EB AcDbBlockRepETag 1A6EC AcDbBlockRepETag 1A6ED AcDbBlockRepETag 1A6EE AcDbBlockRepETag 1A6EF AcDbBlockRepETag 1A6F0 AcDbBlockRepETag 1A6F1 AcDbBlockRepETag 1A6F2 AcDbBlockRepETag
1A6F3 AcDbBlockRepETag 1A6F4 AcDbBlockRepETag 1A6F5 AcDbBlockRepETag 1A6F6 AcDbBlockRepETag 1A6F7 AcDbBlockRepETag 1A6F8 AcDbBlockRepETag 1A6F9 AcDbBlockRepETag 1A6FA AcDbBlockRepETag
1A6FB AcDbBlockRepETag 1A6FC AcDbBlockRepETag 1A6FD AcDbBlockRepETag 1A6FE AcDbBlockRepETag 1A6FF AcDbBlockRepETag 1A700 AcDbBlockRepETag 1A701 AcDbBlockRepETag 1A702 AcDbBlockRepETag
1A703 AcDbBlockRepETag 1A704 AcDbBlockRepETag 1A705 AcDbBlockRepETag 1A706 AcDbBlockRepETag 1A707 AcDbBlockRepETag 1A708 AcDbBlockRepETag 1A709 AcDbBlockRepETag 1A70A AcDbBlockRepETag
1A70B AcDbBlockRepETag 1A70C AcDbBlockRepETag 1A70D AcDbBlockRepETag 1A70E AcDbBlockRepETag 1A70F AcDbBlockRepETag 1A710 AcDbBlockRepETag 1A711 AcDbBlockRepETag 1A712 AcDbBlockRepETag
1A713 AcDbBlockRepETag 1A714 AcDbBlockRepETag 1A715 AcDbBlockRepETag 1A716 AcDbBlockRepETag 1A717 AcDbBlockRepETag 1A718 AcDbBlockRepETag 1A719 AcDbBlockRepETag 1A71A AcDbBlockRepETag
1A71B AcDbBlockRepETag 1A71C AcDbBlockRepETag 1A71D AcDbBlockRepETag 1A71E AcDbBlockRepETag 1A71F AcDbBlockRepETag 1A720 AcDbBlockRepETag 1A721 AcDbBlockRepETag 1A722 AcDbBlockRepETag
1A723 AcDbBlockRepETag 1A724 AcDbBlockRepETag 1A725 AcDbBlockRepETag 1A74B AcDbBlockRepETag 1A74C AcDbBlockRepETag 1A74D AcDbBlockRepETag 1A74E AcDbBlockRepETag 1A74F AcDbBlockRepETag
1A750 AcDbBlockRepETag 1A751 AcDbBlockRepETag 1A752 AcDbBlockRepETag 1A753 AcDbBlockRepETag 1A754 AcDbBlockRepETag 1A755 AcDbBlockRepETag 1A756 AcDbBlockRepETag 1A757 AcDbBlockRepETag
1A758 AcDbBlockRepETag 1A759 AcDbBlockRepETag 1A75A AcDbBlockRepETag 1A75B AcDbBlockRepETag 1A75C AcDbBlockRepETag 1A75D AcDbBlockRepETag 1A75E AcDbBlockRepETag 1A75F AcDbBlockRepETag
1A760 AcDbBlockRepETag 1A761 AcDbBlockRepETag 1A762 AcDbBlockRepETag 1A763 AcDbBlockRepETag 1A764 AcDbBlockRepETag 1A765 AcDbBlockRepETag 1A766 AcDbBlockRepETag 1A767 AcDbBlockRepETag
1A768 AcDbBlockRepETag 1A769 AcDbBlockRepETag 1A76A AcDbBlockRepETag 1A76B AcDbBlockRepETag 1A76C AcDbBlockRepETag 1A76D AcDbBlockRepETag 1A76E AcDbBlockRepETag 1A76F AcDbBlockRepETag
1A770 AcDbBlockRepETag 1A771 AcDbBlockRepETag 1A772 AcDbBlockRepETag 1A773 AcDbBlockRepETag 1A774 AcDbBlockRepETag 1A775 AcDbBlockRepETag 1A776 AcDbBlockRepETag 1A777 AcDbBlockRepETag
1A778 AcDbBlockRepETag 1A779 AcDbBlockRepETag 1A77A AcDbBlockRepETag 1A77B AcDbBlockRepETag 1A77C AcDbBlockRepETag 1A77D AcDbBlockRepETag 1A77E AcDbBlockRepETag 1A77F AcDbBlockRepETag
1A780 AcDbBlockRepETag 1A781 AcDbBlockRepETag 1A782 AcDbBlockRepETag 1A783 AcDbBlockRepETag 1A784 AcDbBlockRepETag 1A785 AcDbBlockRepETag 1A786 AcDbBlockRepETag 1A787 AcDbBlockRepETag
1A788 AcDbBlockRepETag 1A789 AcDbBlockRepETag 1A78A AcDbBlockRepETag 1A78B AcDbBlockRepETag 1A78C AcDbBlockRepETag 1A78D AcDbBlockRepETag 1A78E AcDbBlockRepETag 1A78F AcDbBlockRepETag
1A790 AcDbBlockRepETag 1A791 AcDbBlockRepETag 1A822 AcDbBlockRepETag 1A823 AcDbBlockRepETag 1A824 AcDbBlockRepETag 1A825 AcDbBlockRepETag 1A826 AcDbBlockRepETag 1A827 AcDbBlockRepETag
1A828 AcDbBlockRepETag 1A829 AcDbBlockRepETag 1A82A AcDbBlockRepETag 1A82B AcDbBlockRepETag 1A82C AcDbBlockRepETag 1A82D AcDbBlockRepETag 1A82E AcDbBlockRepETag 1A82F AcDbBlockRepETag
1A830 AcDbBlockRepETag 1A831 AcDbBlockRepETag 1A832 AcDbBlockRepETag 1A833 AcDbBlockRepETag 1A834 AcDbBlockRepETag 1A835 AcDbBlockRepETag 1A836 AcDbBlockRepETag 1A837 AcDbBlockRepETag
1A838 AcDbBlockRepETag 1A839 AcDbBlockRepETag 1A83A AcDbBlockRepETag 1A83B AcDbBlockRepETag 1A83C AcDbBlockRepETag 1A83D AcDbBlockRepETag 1A83E AcDbBlockRepETag 1A83F AcDbBlockRepETag
1A840 AcDbBlockRepETag 1A841 AcDbBlockRepETag 1A842 AcDbBlockRepETag 1A843 AcDbBlockRepETag 1A844 AcDbBlockRepETag 1A845 AcDbBlockRepETag 1A846 AcDbBlockRepETag 1A847 AcDbBlockRepETag
1A848 AcDbBlockRepETag 1A849 AcDbBlockRepETag 1A84A AcDbBlockRepETag 1A84B AcDbBlockRepETag 1A84C AcDbBlockRepETag 1A84D AcDbBlockRepETag 1A84E AcDbBlockRepETag 1A84F AcDbBlockRepETag
1A850 AcDbBlockRepETag 1A851 AcDbBlockRepETag 1A852 AcDbBlockRepETag 1A853 AcDbBlockRepETag 1A854 AcDbBlockRepETag 1A855 AcDbBlockRepETag 1A856 AcDbBlockRepETag 1A857 AcDbBlockRepETag
1A858 AcDbBlockRepETag 1A859 AcDbBlockRepETag 1A85A AcDbBlockRepETag 1A85B AcDbBlockRepETag 1A85C AcDbBlockRepETag 1A85D AcDbBlockRepETag 1A85E AcDbBlockRepETag 1A85F AcDbBlockRepETag
1A860 AcDbBlockRepETag 1A861 AcDbBlockRepETag 1A862 AcDbBlockRepETag 1A863 AcDbBlockRepETag 1A864 AcDbBlockRepETag 1A865 AcDbBlockRepETag 1A866 AcDbBlockRepETag 1A867 AcDbBlockRepETag
1A88D AcDbBlockRepETag 1A88E AcDbBlockRepETag 1A88F AcDbBlockRepETag 1A890 AcDbBlockRepETag 1A891 AcDbBlockRepETag 1A892 AcDbBlockRepETag 1A893 AcDbBlockRepETag 1A894 AcDbBlockRepETag
1A895 AcDbBlockRepETag 1A896 AcDbBlockRepETag 1A897 AcDbBlockRepETag 1A898 AcDbBlockRepETag 1A899 AcDbBlockRepETag 1A89A AcDbBlockRepETag 1A89B AcDbBlockRepETag 1A89C AcDbBlockRepETag
1A89D AcDbBlockRepETag 1A89E AcDbBlockRepETag 1A89F AcDbBlockRepETag 1A8A0 AcDbBlockRepETag 1A8A1 AcDbBlockRepETag 1A8A2 AcDbBlockRepETag 1A8A3 AcDbBlockRepETag 1A8A4 AcDbBlockRepETag
1A8A5 AcDbBlockRepETag 1A8A6 AcDbBlockRepETag 1A8A7 AcDbBlockRepETag 1A8A8 AcDbBlockRepETag 1A8A9 AcDbBlockRepETag 1A8AA AcDbBlockRepETag 1A8AB AcDbBlockRepETag 1A8AC AcDbBlockRepETag
1A8AD AcDbBlockRepETag 1A8AE AcDbBlockRepETag 1A8AF AcDbBlockRepETag 1A8B0 AcDbBlockRepETag 1A8B1 AcDbBlockRepETag 1A8B2 AcDbBlockRepETag 1A8B3 AcDbBlockRepETag 1A8B4 AcDbBlockRepETag
1A8B5 AcDbBlockRepETag 1A8B6 AcDbBlockRepETag 1A8B7 AcDbBlockRepETag 1A8B8 AcDbBlockRepETag 1A8B9 AcDbBlockRepETag 1A8BA AcDbBlockRepETag 1A8BB AcDbBlockRepETag 1A8BC AcDbBlockRepETag
1A8BD AcDbBlockRepETag 1A8BE AcDbBlockRepETag 1A8BF AcDbBlockRepETag 1A8C0 AcDbBlockRepETag 1A8C1 AcDbBlockRepETag 1A8C2 AcDbBlockRepETag 1A8C3 AcDbBlockRepETag 1A8C4 AcDbBlockRepETag
1A8C5 AcDbBlockRepETag 1A8C6 AcDbBlockRepETag 1A8C7 AcDbBlockRepETag 1A8C8 AcDbBlockRepETag 1A8C9 AcDbBlockRepETag 1A8CA AcDbBlockRepETag 1A8CB AcDbBlockRepETag 1A8CC AcDbBlockRepETag
1A8CD AcDbBlockRepETag 1A8CE AcDbBlockRepETag 1A8CF AcDbBlockRepETag 1A8D0 AcDbBlockRepETag 1A8D1 AcDbBlockRepETag 1A8D2 AcDbBlockRepETag 1A8D8 AcDbBlockRepETag 1A8D9 AcDbBlockRepETag
1A8DA AcDbBlockRepETag 1A8DB AcDbBlockRepETag 1A8DC AcDbBlockRepETag 1A8DD AcDbBlockRepETag 1A8DE AcDbBlockRepETag 1A8DF AcDbBlockRepETag 1A8E0 AcDbBlockRepETag 1A8E1 AcDbBlockRepETag
1A8E2 AcDbBlockRepETag 1A8E3 AcDbBlockRepETag 1A8E4 AcDbBlockRepETag 1A8E5 AcDbBlockRepETag 1A8E6 AcDbBlockRepETag 1A8E7 AcDbBlockRepETag 1A8E8 AcDbBlockRepETag 1A8E9 AcDbBlockRepETag
1A8EA AcDbBlockRepETag 1A8EB AcDbBlockRepETag 1A8EC AcDbBlockRepETag 1A8ED AcDbBlockRepETag 1A8EE AcDbBlockRepETag 1A8EF AcDbBlockRepETag 1A8F0 AcDbBlockRepETag 1A8F1 AcDbBlockRepETag
1A8F2 AcDbBlockRepETag 1A8F3 AcDbBlockRepETag 1A8F4 AcDbBlockRepETag 1A8F5 AcDbBlockRepETag 1A8F6 AcDbBlockRepETag 1A8F7 AcDbBlockRepETag 1A8F8 AcDbBlockRepETag 1A8F9 AcDbBlockRepETag
1A8FA AcDbBlockRepETag 1A8FB AcDbBlockRepETag 1A8FC AcDbBlockRepETag 1A8FD AcDbBlockRepETag 1A8FE AcDbBlockRepETag 1A8FF AcDbBlockRepETag 1A900 AcDbBlockRepETag 1A901 AcDbBlockRepETag
1A902 AcDbBlockRepETag 1A903 AcDbBlockRepETag 1A904 AcDbBlockRepETag 1A905 AcDbBlockRepETag 1A906 AcDbBlockRepETag 1A907 AcDbBlockRepETag 1A908 AcDbBlockRepETag 1A909 AcDbBlockRepETag
1A90A AcDbBlockRepETag 1A90B AcDbBlockRepETag 1A90C AcDbBlockRepETag 1A90D AcDbBlockRepETag 1A90E AcDbBlockRepETag 1A90F AcDbBlockRepETag 1A910 AcDbBlockRepETag 1A911 AcDbBlockRepETag
1A912 AcDbBlockRepETag 1A913 AcDbBlockRepETag 1A914 AcDbBlockRepETag 1A915 AcDbBlockRepETag 1A916 AcDbBlockRepETag 1A917 AcDbBlockRepETag 1A918 AcDbBlockRepETag 1A919 AcDbBlockRepETag
1A91A AcDbBlockRepETag 1A91B AcDbBlockRepETag 1A91C AcDbBlockRepETag 1A91D AcDbBlockRepETag 1A943 AcDbBlockRepETag 1A944 AcDbBlockRepETag 1A945 AcDbBlockRepETag 1A946 AcDbBlockRepETag
1A947 AcDbBlockRepETag 1A948 AcDbBlockRepETag 1A949 AcDbBlockRepETag 1A94A AcDbBlockRepETag 1A94B AcDbBlockRepETag 1A94C AcDbBlockRepETag 1A94D AcDbBlockRepETag 1A94E AcDbBlockRepETag
1A94F AcDbBlockRepETag 1A950 AcDbBlockRepETag 1A951 AcDbBlockRepETag 1A952 AcDbBlockRepETag 1A953 AcDbBlockRepETag 1A954 AcDbBlockRepETag 1A955 AcDbBlockRepETag 1A956 AcDbBlockRepETag
1A957 AcDbBlockRepETag 1A958 AcDbBlockRepETag 1A959 AcDbBlockRepETag 1A95A AcDbBlockRepETag 1A95B AcDbBlockRepETag 1A95C AcDbBlockRepETag 1A95D AcDbBlockRepETag 1A95E AcDbBlockRepETag
1A95F AcDbBlockRepETag 1A960 AcDbBlockRepETag 1A961 AcDbBlockRepETag 1A962 AcDbBlockRepETag 1A963 AcDbBlockRepETag 1A964 AcDbBlockRepETag 1A965 AcDbBlockRepETag 1A966 AcDbBlockRepETag
1A967 AcDbBlockRepETag 1A968 AcDbBlockRepETag 1A969 AcDbBlockRepETag 1A96A AcDbBlockRepETag 1A96B AcDbBlockRepETag 1A96C AcDbBlockRepETag 1A96D AcDbBlockRepETag 1A96E AcDbBlockRepETag
1A96F AcDbBlockRepETag 1A970 AcDbBlockRepETag 1A971 AcDbBlockRepETag 1A972 AcDbBlockRepETag 1A973 AcDbBlockRepETag 1A974 AcDbBlockRepETag 1A975 AcDbBlockRepETag 1A976 AcDbBlockRepETag
1A977 AcDbBlockRepETag 1A978 AcDbBlockRepETag 1A979 AcDbBlockRepETag 1A97A AcDbBlockRepETag 1A97B AcDbBlockRepETag 1A97C AcDbBlockRepETag 1A97D AcDbBlockRepETag 1A97E AcDbBlockRepETag
1A97F AcDbBlockRepETag 1A980 AcDbBlockRepETag 1A981 AcDbBlockRepETag 1A982 AcDbBlockRepETag 1A983 AcDbBlockRepETag 1A984 AcDbBlockRepETag 1A985 AcDbBlockRepETag 1A986 AcDbBlockRepETag
1A987 AcDbBlockRepETag 1A988 AcDbBlockRepETag 1A9AE AcDbBlockRepETag 1A9AF AcDbBlockRepETag 1A9B0 AcDbBlockRepETag 1A9B1 AcDbBlockRepETag 1A9B2 AcDbBlockRepETag 1A9B3 AcDbBlockRepETag
1A9B4 AcDbBlockRepETag 1A9B5 AcDbBlockRepETag 1A9B6 AcDbBlockRepETag 1A9B7 AcDbBlockRepETag 1A9B8 AcDbBlockRepETag 1A9B9 AcDbBlockRepETag 1A9BA AcDbBlockRepETag 1A9BB AcDbBlockRepETag
1A9BC AcDbBlockRepETag 1A9BD AcDbBlockRepETag 1A9BE AcDbBlockRepETag 1A9BF AcDbBlockRepETag 1A9C0 AcDbBlockRepETag 1A9C1 AcDbBlockRepETag 1A9C2 AcDbBlockRepETag 1A9C3 AcDbBlockRepETag
1A9C4 AcDbBlockRepETag 1A9C5 AcDbBlockRepETag 1A9C6 AcDbBlockRepETag 1A9C7 AcDbBlockRepETag 1A9C8 AcDbBlockRepETag 1A9C9 AcDbBlockRepETag 1A9CA AcDbBlockRepETag 1A9CB AcDbBlockRepETag
1A9CC AcDbBlockRepETag 1A9CD AcDbBlockRepETag 1A9CE AcDbBlockRepETag 1A9CF AcDbBlockRepETag 1A9D0 AcDbBlockRepETag 1A9D1 AcDbBlockRepETag 1A9D2 AcDbBlockRepETag 1A9D3 AcDbBlockRepETag
1A9D4 AcDbBlockRepETag 1A9D5 AcDbBlockRepETag 1A9D6 AcDbBlockRepETag 1A9D7 AcDbBlockRepETag 1A9D8 AcDbBlockRepETag 1A9D9 AcDbBlockRepETag 1A9DA AcDbBlockRepETag 1A9DB AcDbBlockRepETag
1A9DC AcDbBlockRepETag 1A9DD AcDbBlockRepETag 1A9DE AcDbBlockRepETag 1A9DF AcDbBlockRepETag 1A9E0 AcDbBlockRepETag 1A9E1 AcDbBlockRepETag 1A9E2 AcDbBlockRepETag 1A9E3 AcDbBlockRepETag
1A9E4 AcDbBlockRepETag 1A9E5 AcDbBlockRepETag 1A9E6 AcDbBlockRepETag 1A9E7 AcDbBlockRepETag 1A9E8 AcDbBlockRepETag 1A9E9 AcDbBlockRepETag 1A9EA AcDbBlockRepETag 1A9EB AcDbBlockRepETag
1A9EC AcDbBlockRepETag 1A9ED AcDbBlockRepETag 1A9EE AcDbBlockRepETag 1A9EF AcDbBlockRepETag 1A9F0 AcDbBlockRepETag 1A9F1 AcDbBlockRepETag 1A9F2 AcDbBlockRepETag 1A9F3 TAGNUMBER Enter
tag number TAGNUMBER ACAD ASC_BOUNDS { 1DB74 } ACAD ASC_BOUNDS { 1DB74 } ACAD ASC_BOUNDS { 1DB74 } ACAD ASC_BOUNDS { 1DB74 } ACAD ASC_BOUNDS { 1DB74 } ACAD ASC_BOUNDS { 1DB74 } GradientColor1ACI
GradientColor2ACI ACAD HATCH { ANSI31 ASC_BOUNDS 1DB6E 1DB6F 1DB70 1DB71 1DB73 1DB72 ASC_SEEDPOINT R14_HATCH_DATA 50 ANSI31 1DB72 1DB73 1DB71 1DB70 1DB6F 1DB6E } AcDbBlockRepETag 1EA55
AcDbBlockRepETag 1EA56 AcDbBlockRepETag 1EA57 AcDbBlockRepETag 1EA70 AcDbBlockRepETag 1EA71 AcDbBlockRepETag 1EA72 AcDbBlockRepETag 1EA73 AcDbBlockRepETag 1EA74 AcDbBlockRepETag 1EA75
AcDbBlockRepETag 1EA76 AcDbBlockRepETag 1EA77 AcDbBlockRepETag 1EA78 AcDbBlockRepETag 1EA79 AcDbBlockRepETag 1EA8D AcDbBlockRepETag 1EA8E AcDbBlockRepETag 1EA8F AcDbBlockRepETag 1EA90
AcDbBlockRepETag 1EA91 AcDbBlockRepETag 1EA92 AcDbBlockRepETag 1EA93 AcDbBlockRepETag 1EA94 AcDbBlockRepETag 1EA95 AcDbBlockRepETag 1EA96 AcDbBlockRepETag 1EA97 AcDbBlockRepETag 1EA98
AcDbBlockRepETag 1EA99 AcDbBlockRepETag 1EA9A AcDbBlockRepETag 1EA9B AcDbBlockRepETag 1EABE AcDbBlockRepETag 1EABF AcDbBlockRepETag 1EAC0 AcDbBlockRepETag 1EAC1 AcDbBlockRepETag 1EAC2
AcDbBlockRepETag 1EAC3 AcDbBlockRepETag 1EAC4 AcDbBlockRepETag 1EAE7 AcDbBlockRepETag 1EAE8 AcDbBlockRepETag 1EAE9 AcDbBlockRepETag 1EAEA AcDbBlockRepETag 1EAEB AcDbBlockRepETag 1EAEC
AcDbBlockRepETag 1EB21 AcDbBlockRepETag 1EB22 SOLID SOLID AcDbBlockRepETag 1EBB5 AcDbBlockRepETag 1EBB6 AcDbBlockRepETag 1EBB7 AcDbBlockRepETag 1EBB8 AcDbBlockRepETag 1EBB9 AcDbBlockRepETag
1EBBA AcDbBlockRepETag 1EBBB MB SOLID AcDbBlockRepETag 1EBE9 AcDbBlockRepETag 1EBEA AcDbBlockRepETag 1EBEB AcDbBlockRepETag 1EBEC SOLID SOLID AcDbBlockRepETag 1EC19 AcDbBlockRepETag
1EC1A AcDbBlockRepETag 1EC1B AcDbBlockRepETag 1EC1C AcDbBlockRepETag 1EC1D AcDbBlockRepETag 1EC1E AcDbBlockRepETag 1EC1F AcDbBlockRepETag 1EC20 AcDbBlockRepETag 1EC21 AcDbBlockRepETag
0 QTR1 NORTH OR WEST SECTION 00 AcDbBlockRepETag 0 QTR2 SOUTH OR EAST SECTION 00 SOLID AcDbBlockRepETag 1EC49 AcDbBlockRepETag 1EC4A AcDbBlockRepETag 1EC62 AcDbBlockRepETag 1EC63 AcDbBlockRepETag
0 QTR1 NW QUAD 00 AcDbBlockRepETag 0 QTR2 NE QUAD 00 AcDbBlockRepETag 0 QTR3 SW QUAD 00 AcDbBlockRepETag 0 QTR4 SE QUAD 00 F/O G P AcDbBlockRepETag 1ECA5 AcDbBlockRepETag 1ECA6 D AcDbBlockRepETag
1ECB9 AcDbBlockRepETag 1ECBA S T AcDbBlockRepETag 1ECD4 AcDbBlockRepETag 1ECD5 W AcDbBlockRepETag 1ECDB AcDbBlockRepETag 1ECDC AcDbBlockRepETag 1ECDD AcDbBlockRepETag 1ECDE AcDbBlockRepETag
1ECDF AcDbBlockRepETag 1ECE0 AcDbBlockRepETag 1ECE1 AcDbBlockRepETag 1ECE2 AcDbBlockRepETag 1ECE3 AcDbBlockRepETag 1ECE4 AcDbBlockRepETag 1ECE5 AcDbBlockRepETag 1ECE6 AcDbBlockRepETag
1ECE7 AcDbBlockRepETag 1ECED AcDbBlockRepETag 1ECEE AcDbBlockRepETag 1ECEF AcDbBlockRepETag 1ECF0 AcDbBlockRepETag 1ECF1 AcDbBlockRepETag 1ECF2 AcDbBlockRepETag 1ECF3 AcDbBlockRepETag
1ECF4 AcDbBlockRepETag 1ECF5 AcDbBlockRepETag 1ECF6 AcDbBlockRepETag 1ECF7 AcDbBlockRepETag 1ECF8 AcDbBlockRepETag 1ECF9 AcDbBlockRepETag 1ECFA AcDbBlockRepETag 1ECFB AcDbBlockRepETag
1ECFC AcDbBlockRepETag 1ED17 AcDbBlockRepETag 1ED18 AcDbBlockRepETag 1ED19 AcDbBlockRepETag 1ED1A AcDbBlockRepETag 1ED1B AcDbBlockRepETag 1ED1C AcDbBlockRepETag 1ED1D AcDbBlockRepETag
1ED1E AcDbBlockRepETag 1ED1F AcDbBlockRepETag 1ED20 AcDbBlockRepETag 1ED21 AcDbBlockRepETag 1ED22 AcDbBlockRepETag 1ED23 AcDbBlockRepETag 1ED24 AcDbBlockRepETag 1ED25 AcDbBlockRepETag
1ED26 AcDbBlockRepETag 1ED27 AcDbBlockRepETag 1ED4B AcDbBlockRepETag 1ED4C ACAD AcDbBlockRepETag 1ED4D SOLID AcDbBlockRepETag 1ED65 AcDbBlockRepETag 1ED66 AcDbBlockRepETag 1ED67 SOLID
SOLID SOLID T/S AcDbBlockRepETag 1EE10 AcDbBlockRepETag 1EE11 AcDbBlockRepETag 1EE12 AcDbBlockRepETag 1EE13 AcDbBlockRepETag 1EE14 AcDbBlockRepETag 1EE15 AcDbBlockRepETag 1EE16 AcDbBlockRepETag
1EE17 AcDbBlockRepETag 1EE18 AcDbBlockRepETag 1EE19 AcDbBlockRepETag 1EE1A AcDbBlockRepETag 1EE1B AcDbBlockRepETag 1EE1C AcDbContextDataManager ACDB_ANNOTATIONSCALES *A1 *A2 AcDbContextDataManager
ACDB_ANNOTATIONSCALES *A1 AcDbContextDataManager ACDB_ANNOTATIONSCALES *A1 AcDbContextDataManager ACDB_ANNOTATIONSCALES *A1 AcDbContextDataManager ACDB_ANNOTATIONSCALES *A1 AcDbContextDataManager
ACDB_ANNOTATIONSCALES *A1 AcDbContextDataManager ACDB_ANNOTATIONSCALES *A1 AcDbContextDataManager ACDB_ANNOTATIONSCALES *A1 SOLID ACAD ANSI31 VIEWNUMBER Enter view number VIEWNUMBER
SHEETNUMBER Enter sheet number SHEETNUMBER SOLID SOLID SOLID AcDbBlockRepETag 226FA 20 AcDbBlockRepETag 226FB 10 AcDbBlockRepETag 226FC 5 AcDbBlockRepETag 226FD 10' AcDbBlockRepETag
226FE AcDbBlockRepETag 226FF AcDbBlockRepETag 22700 AcDbBlockRepETag 22701 AcDbBlockRepETag 22702 AcDbBlockRepETag 22703 AcDbBlockRepETag 22704 AcDbBlockRepETag 22705 AcDbBlockRepETag
22706 AcDbBlockRepETag 22707 AcDbBlockRepETag 22708 AcDbBlockRepETag 22709 AcDbBlockRepETag 2270A AcDbBlockRepETag 2270B AcDbBlockRepETag 2270C 40 AcDbBlockRepETag 2270D 20 AcDbBlockRepETag
2270E 10 AcDbBlockRepETag 2270F 20' AcDbBlockRepETag 22710 60 AcDbBlockRepETag 22711 30 AcDbBlockRepETag 22712 15 AcDbBlockRepETag 22713 30' AcDbBlockRepETag 22714 80 AcDbBlockRepETag
22715 40 AcDbBlockRepETag 22716 20 AcDbBlockRepETag 22717 40' AcDbBlockRepETag 22718 100 AcDbBlockRepETag 22719 50 AcDbBlockRepETag 2271A 25 AcDbBlockRepETag 2271B 50' AcDbBlockRepETag
2271C 120 AcDbBlockRepETag 2271D 60 AcDbBlockRepETag 2271E 30 AcDbBlockRepETag 2271F 60' AcDbBlockRepETag 22720 160 AcDbBlockRepETag 22721 80 AcDbBlockRepETag 22722 40 AcDbBlockRepETag
22723 80' AcDbBlockRepETag 22724 200 AcDbBlockRepETag 22725 100 AcDbBlockRepETag 22726 50 AcDbBlockRepETag 22727 100' AcDbBlockRepETag 22728 240 AcDbBlockRepETag 22729 120 AcDbBlockRepETag
2272A 60 AcDbBlockRepETag 2272B 120' AcDbBlockRepETag 2272C 300 AcDbBlockRepETag 2272D 150 AcDbBlockRepETag 2272E 75 AcDbBlockRepETag 2272F 150' AcDbBlockRepETag 22730 400 AcDbBlockRepETag
22731 200 AcDbBlockRepETag 22732 100 AcDbBlockRepETag 22733 200' AcDbBlockRepETag 22734 0 AcDbBlockRepETag 0 SCALE SCALE: 1" = ? SCALE' AcDbBlockRepETag 0 X/2 1/2 scale x/2 AcDbBlockRepETag
0 1X 1x scale 1x AcDbBlockRepETag 0 2X 2x scale 2x AcDbBlockRepETag 22739 AcDbBlockRepETag 2273A AcDbBlockRepETag 2273B AcDbBlockRepETag 0 PROJECT_NAME Project name AcDbBlockRepETag
2273D AcDbBlockRepETag 2273E ACAD_FIELD TEXT AcDbBlockRepETag 22740 0%%D AcDbBlockRepETag 22745 SCALE: 1" = AcDbBlockRepETag 0 PROJECT_NUMBER Project number AcDbBlockRepETag 0 TWIST
Twist AcDbBlockRepETag 2274E 20 AcDbBlockRepETag 2274F 10 AcDbBlockRepETag 22750 5 AcDbBlockRepETag 22751 10' AcDbBlockRepETag 22752 AcDbBlockRepETag 22753 AcDbBlockRepETag 22754 AcDbBlockRepETag
22755 AcDbBlockRepETag 22756 AcDbBlockRepETag 22757 AcDbBlockRepETag 22758 AcDbBlockRepETag 22759 AcDbBlockRepETag 2275A AcDbBlockRepETag 2275B AcDbBlockRepETag 2275C AcDbBlockRepETag
2275D AcDbBlockRepETag 2275E AcDbBlockRepETag 2275F AcDbBlockRepETag 22760 40 AcDbBlockRepETag 22761 20 AcDbBlockRepETag 22762 10 AcDbBlockRepETag 22763 20' AcDbBlockRepETag 22764 60
AcDbBlockRepETag 22765 30 AcDbBlockRepETag 22766 15 AcDbBlockRepETag 22767 30' AcDbBlockRepETag 22768 80 AcDbBlockRepETag 22769 40 AcDbBlockRepETag 2276A 20 AcDbBlockRepETag 2276B 40'
AcDbBlockRepETag 2276C 100 AcDbBlockRepETag 2276D 50 AcDbBlockRepETag 2276E 25 AcDbBlockRepETag 2276F 50' AcDbBlockRepETag 22770 120 AcDbBlockRepETag 22771 60 AcDbBlockRepETag 22772
30 AcDbBlockRepETag 22773 60' AcDbBlockRepETag 22774 160 AcDbBlockRepETag 22775 80 AcDbBlockRepETag 22776 40 AcDbBlockRepETag 22777 80' AcDbBlockRepETag 22778 200 AcDbBlockRepETag 22779
100 AcDbBlockRepETag 2277A 50 AcDbBlockRepETag 2277B 100' AcDbBlockRepETag 2277C 240 AcDbBlockRepETag 2277D 120 AcDbBlockRepETag 2277E 60 AcDbBlockRepETag 2277F 120' AcDbBlockRepETag
22780 300 AcDbBlockRepETag 22781 150 AcDbBlockRepETag 22782 75 AcDbBlockRepETag 22783 150' AcDbBlockRepETag 22784 400 AcDbBlockRepETag 22785 200 AcDbBlockRepETag 22786 100 AcDbBlockRepETag
22787 200' AcDbBlockRepETag 22788 0 AcDbBlockRepETag 0 SCALE SCALE: 1" = ? SCALE' AcDbBlockRepETag 0 X/2 1/2 scale x/2 AcDbBlockRepETag 0 1X 1x scale 1x AcDbBlockRepETag 0 2X 2x scale
2x AcDbBlockRepETag 2278D AcDbBlockRepETag 2278E AcDbBlockRepETag 2278F AcDbBlockRepETag 0 PROJECT_NAME Project name AcDbBlockRepETag 22791 AcDbBlockRepETag 22792 ACAD_FIELD TEXT AcDbBlockRepETag
22794 90%%D AcDbBlockRepETag 22799 SCALE: 1" = AcDbBlockRepETag 0 PROJECT_NUMBER Project number AcDbBlockRepETag 0 TWIST Twist AcDbBlockRepETag 23E1D AcDbBlockRepETag 0 TOP TOP:
XXX.X AcDbBlockRepETag 0 TOE TOE: XXX.X AcDbBlockRepETag 23E20 TOP: AcDbBlockRepETag 23E21 TOE: AcDbBlockRepETag 23E22 AcDbBlockRepETag 23E23 ACAD AcDbBlockRepETag 23E24 SOLID AcDbBlockRepETag
23E25 AcDbContextDataManager ACDB_ANNOTATIONSCALES AcadAnnotative AnnotativeData { } AcDbBlockRepETag 0 HT Height X.X AcDbBlockRepETag 2402A AcDbBlockRepETag 2402B AcDbBlockRepETag
0 SECTION SECTION A AcDbBlockRepETag 0 SECTION2 SECTION2 A AcDbBlockRepETag 2402F AcDbBlockRepETag 24030 ACAD AcDbBlockRepETag 24031 SOLID ACAD AcDbBlockRepETag 24032 SOLID AcDbBlockRepETag
2413D AcDbBlockRepETag 2413E AcDbBlockRepETag 0 SECTION SECTION A AcDbBlockRepETag 0 SECTION2 SECTION2 A AcDbBlockRepETag 24142 AcDbBlockRepETag 24143 ACAD AcDbBlockRepETag 24144 SOLID
ACAD AcDbBlockRepETag 24145 SOLID AcDbBlockRepETag 241D2 AcDbBlockRepETag 241D3 AcDbBlockRepETag 241D4 AcDbBlockRepETag 241E1 AcDbBlockRepETag 241E2 AcDbBlockRepETag 241E3 AcDbBlockRepETag
241E4 SOLID AcDbBlockRepETag 241F1 AcDbBlockRepETag 241F5 AcDbBlockRepETag 2420B AcDbBlockRepETag 24221 AcDbBlockRepETag 24222 AcDbBlockRepETag 24223 AcDbBlockRepETag 24224 AcDbBlockRepETag
24225 AcDbBlockRepETag 24226 AcDbBlockRepETag 24227 AcDbBlockRepETag 24256 AcDbBlockRepETag 2425C AcDbBlockRepETag 2425D AcDbBlockRepETag 2425E ACAD AcDbBlockRepETag 2425F SOLID AcDbBlockRepETag
24260 AcDbBlockRepETag 24261 AcDbBlockRepETag 24262 AcDbBlockRepETag 24268 AcDbBlockRepETag 24269 AcDbBlockRepETag 2426F AcDbBlockRepETag 24270 AcDbBlockRepETag 24271 AcDbBlockRepETag
24272 AcDbBlockRepETag 24273 AcDbBlockRepETag 24279 ACAD AcDbBlockRepETag 2427A AR-SAND AcDbBlockRepETag 24294 AcDbBlockRepETag 24295 AcDbBlockRepETag 24296 AcDbBlockRepETag 24297 AcDbBlockRepETag
24298 AcDbBlockRepETag 24299 AcDbBlockRepETag 2429A AcDbBlockRepETag 2429B AcDbBlockRepETag 2429C AcDbBlockRepETag 2429D AcDbBlockRepETag 242C2 AcDbBlockRepETag 242C3 AcDbBlockRepETag
242C4 AcDbBlockRepETag 242C5 AcDbBlockRepETag 242C6 AcDbBlockRepETag 242C7 AcDbBlockRepETag 242C8 AcDbBlockRepETag 242C9 AcDbBlockRepETag 242CA AcDbBlockRepETag 242CB AcDbBlockRepETag
242CC AcDbBlockRepETag 242CD AcDbBlockRepETag 242CE AcDbBlockRepETag 242CF AcDbBlockRepETag 242D0 AcDbBlockRepETag 242D1 AcDbBlockRepETag 242D2 AcDbBlockRepETag 242D3 AcDbBlockRepETag
242D4 AcDbBlockRepETag 242D5 AcDbBlockRepETag 242D6 AcDbBlockRepETag 242D7 AcDbBlockRepETag 242D8 AcDbBlockRepETag 242D9 AcDbBlockRepETag 242DA AcDbBlockRepETag 242DB AcDbBlockRepETag
242DC AcDbBlockRepETag 242DD AcDbBlockRepETag 242DE AcDbBlockRepETag 242DF AcDbBlockRepETag 242E0 AcDbBlockRepETag 242E1 AcDbBlockRepETag 242E2 AcDbBlockRepETag 242E3 AcDbBlockRepETag
242E4 AcDbBlockRepETag 242E5 AcDbBlockRepETag 242E6 AcDbBlockRepETag 242E7 AcDbBlockRepETag 242E8 AcDbBlockRepETag 242E9 AcDbBlockRepETag 242EA AcDbBlockRepETag 242EB AcDbBlockRepETag
242EC AcDbBlockRepETag 242ED AcDbBlockRepETag 242EE AcDbBlockRepETag 242EF AcDbBlockRepETag 242F0 AcDbBlockRepETag 242F1 AcDbBlockRepETag 242F2 AcDbBlockRepETag 242F3 AcDbBlockRepETag
242F4 AcDbBlockRepETag 242F5 AcDbBlockRepETag 242F6 AcDbBlockRepETag 242F7 AcDbBlockRepETag 242F8 AcDbBlockRepETag 242F9 AcDbBlockRepETag 242FA AcDbBlockRepETag 242FB AcDbBlockRepETag
242FC ACAD AcDbBlockRepETag 242FD SOLID AcDbBlockRepETag 24310 AcDbBlockRepETag 24311 SOLID AcDbBlockRepETag 24312 AcDbBlockRepETag 24313 AcDbBlockRepETag 24320 AcDbBlockRepETag 24321
AcDbBlockRepETag 24359 AcDbBlockRepETag 2435A AcDbBlockRepETag 2435B AcDbBlockRepETag 2435C AcDbBlockRepETag 2435D AcDbBlockRepETag 2435E AcDbBlockRepETag 2435F AcDbBlockRepETag 24360
AcDbBlockRepETag 24361 AcDbBlockRepETag 24362 AcDbBlockRepETag 24363 AcDbBlockRepETag 24364 AcDbBlockRepETag 24365 AcDbBlockRepETag 24366 AcDbBlockRepETag 24367 AcDbBlockRepETag 24368
ACAD_FIELD TEXT AcDbBlockRepETag 0 ELEV ELEV InsertionPoint AcDbBlockRepETag 24383 AcDbBlockRepETag 24389 AcDbBlockRepETag 2438A AcDbBlockRepETag 2438B AcDbBlockRepETag 2438C AcDbBlockRepETag
2438D AcDbBlockRepETag 2438E AcDbBlockRepETag 2438F AcDbBlockRepETag 24395 AcDbBlockRepETag 2439B AcDbBlockRepETag 2439C AcDbBlockRepETag 2439D ACAD AcDbBlockRepETag 2439E SOLID AcDbBlockRepETag
2439F AcDbBlockRepETag 243A0 AcDbBlockRepETag 243A1 AcDbBlockRepETag 243A7 AcDbBlockRepETag 243A8 AcDbBlockRepETag 243AE AcDbBlockRepETag 243AF AcDbBlockRepETag 243B0 AcDbBlockRepETag
243B1 AcDbBlockRepETag 243B2 AcDbBlockRepETag 243B8 AcDbBlockRepETag 243B9 AcDbBlockRepETag 243BA AcDbBlockRepETag 243BB AcDbBlockRepETag 243BC AcDbBlockRepETag 243BD AcDbBlockRepETag
243BE AcDbBlockRepETag 243BF AcDbBlockRepETag 243C0 AcDbBlockRepETag 243C1 AcDbBlockRepETag 243C7 AcDbBlockRepETag 243C8 AcDbBlockRepETag 243C9 AcDbBlockRepETag 243CA AcDbBlockRepETag
243CB AcDbBlockRepETag 243CC AcDbBlockRepETag 243CD AcDbBlockRepETag 243CE AcDbBlockRepETag 243CF AcDbBlockRepETag 243D0 AcDbBlockRepETag 243D6 AcDbBlockRepETag 243D7 AcDbBlockRepETag
243D8 AcDbBlockRepETag 243D9 AcDbBlockRepETag 243DA AcDbBlockRepETag 243DB AcDbBlockRepETag 243DC AcDbBlockRepETag 243DD AcDbBlockRepETag 243DE AcDbBlockRepETag 243DF AcDbBlockRepETag
243E5 AcDbBlockRepETag 243E6 AcDbBlockRepETag 243E7 AcDbBlockRepETag 243E8 AcDbBlockRepETag 243E9 AcDbBlockRepETag 243EA AcDbBlockRepETag 243EB AcDbBlockRepETag 243EC AcDbBlockRepETag
243ED AcDbBlockRepETag 243EE AcDbBlockRepETag 243EF AcDbBlockRepETag 243F0 AcDbBlockRepETag 243F1 AcDbBlockRepETag 243F2 AcDbBlockRepETag 243F3 AcDbBlockRepETag 243F4 AcDbBlockRepETag
243F5 AcDbBlockRepETag 243F6 AcDbBlockRepETag 243F7 AcDbBlockRepETag 243F8 AcDbBlockRepETag 243F9 AcDbBlockRepETag 243FA AcDbBlockRepETag 243FB AcDbBlockRepETag 243FC AcDbBlockRepETag
243FD AcDbBlockRepETag 243FE AcDbBlockRepETag 243FF AcDbBlockRepETag 24400 AcDbBlockRepETag 24401 AcDbBlockRepETag 24402 AcDbBlockRepETag 24403 AcDbBlockRepETag 24404 AcDbBlockRepETag
24405 AcDbBlockRepETag 24406 AcDbBlockRepETag 24407 AcDbBlockRepETag 24408 AcDbBlockRepETag 24409 AcDbBlockRepETag 2440A AcDbBlockRepETag 2440B AcDbBlockRepETag 2440C AcDbBlockRepETag
2440D AcDbBlockRepETag 2440E AcDbBlockRepETag 2440F AcDbBlockRepETag 24410 AcDbBlockRepETag 24411 AcDbBlockRepETag 24412 AcDbBlockRepETag 24413 AcDbBlockRepETag 24414 AcDbBlockRepETag
24415 AcDbBlockRepETag 24416 AcDbBlockRepETag 24417 AcDbBlockRepETag 24418 AcDbBlockRepETag 24419 AcDbBlockRepETag 2441A AcDbBlockRepETag 2441B AcDbBlockRepETag 2441C AcDbBlockRepETag
2441D AcDbBlockRepETag 2441E AcDbBlockRepETag 2441F ACAD AcDbBlockRepETag 24420 SOLID AcDbBlockRepETag 24426 AcDbBlockRepETag 24427 AcDbBlockRepETag 24428 AcDbBlockRepETag 24429 AcDbBlockRepETag
2442A AcDbBlockRepETag 2442B AcDbBlockRepETag 2442C AcDbBlockRepETag 2442D AcDbBlockRepETag 2442E AcDbBlockRepETag 2442F AcDbBlockRepETag 24430 AcDbBlockRepETag 24431 AcDbBlockRepETag
24432 AcDbBlockRepETag 24433 AcDbBlockRepETag 24434 AcDbBlockRepETag 24435 AcDbBlockRepETag 24436 AcDbBlockRepETag 24437 AcDbBlockRepETag 24438 AcDbBlockRepETag 24439 AcDbBlockRepETag
2443A AcDbBlockRepETag 2443B AcDbBlockRepETag 2443C AcDbBlockRepETag 2443D AcDbBlockRepETag 2443E AcDbBlockRepETag 2443F AcDbBlockRepETag 24440 AcDbBlockRepETag 24441 AcDbBlockRepETag
24442 AcDbBlockRepETag 24443 AcDbBlockRepETag 24444 AcDbBlockRepETag 24445 AcDbBlockRepETag 24446 AcDbBlockRepETag 24447 AcDbBlockRepETag 24448 AcDbBlockRepETag 24449 AcDbBlockRepETag
2444A AcDbBlockRepETag 2444B AcDbBlockRepETag 2444C AcDbBlockRepETag 2444D AcDbBlockRepETag 2444E AcDbBlockRepETag 2444F AcDbBlockRepETag 24450 AcDbBlockRepETag 24451 AcDbBlockRepETag
24452 AcDbBlockRepETag 24453 AcDbBlockRepETag 24454 AcDbBlockRepETag 24455 AcDbBlockRepETag 24456 AcDbBlockRepETag 24457 AcDbBlockRepETag 24458 AcDbBlockRepETag 24459 AcDbBlockRepETag
2445A AcDbBlockRepETag 2445B AcDbBlockRepETag 2445C AcDbBlockRepETag 2445D AcDbBlockRepETag 2445E AcDbBlockRepETag 2445F AcDbBlockRepETag 24460 ACAD AcDbBlockRepETag 24461 SOLID AcDbBlockRepETag
24467 AcDbBlockRepETag 24468 AcDbBlockRepETag 24469 AcDbBlockRepETag 2446A AcDbBlockRepETag 2446B AcDbBlockRepETag 2446C AcDbBlockRepETag 2446D AcDbBlockRepETag 2446E AcDbBlockRepETag
2446F AcDbBlockRepETag 24470 AcDbBlockRepETag 24471 AcDbBlockRepETag 24472 AcDbBlockRepETag 24473 AcDbBlockRepETag 24474 AcDbBlockRepETag 24475 AcDbBlockRepETag 24476 ACAD ACAD_MTEXT_DEFINED_HEIGHT_
BEGIN ACAD_MTEXT_DEFINED_HEIGHT_END AcDbBlockRepETag 2447C STORM DRAIN PIPE - 12" LCPE*
TYPE I CATCH BASIN
TYPE I CATCH BASIN w/ SOLID LOCKING LID
TYPE I CATCH BASIN w/ THRU-CURB FRAME
TYPE II CATCH BASIN
TYPE II CATCH BASIN w/ SOLID LOCKING LID
TYPE II CATCH BASIN w/ THRU-CURB FRAME
STORM DRAIN SERVICE - 6" OR 8" LCPE*
STORM DRAIN CLEANOUT
LOT/ROOF DRAIN SHEET FLOW SPREADER
SANITARY SEWER - 8" PVC*
SANITARY SEWER SERVICE - 6" PVC*
SANITARY SEWER MANHOLE
SANITARY SEWER CLEANOUT
WATER MAIN
WATER METER & SERVICE - 2" PVC
FIRE HYDRANT AcDbBlockRepETag 2447D AcDbBlockRepETag 2447E AcDbBlockRepETag 2447F AcDbBlockRepETag 24480 AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHIST
ORY 10 16 17 5 9 No Stub Visibility No Stub AcDbBlockRepETag 24481 ACAD ACAD_MTEXT_DEFINED_HEIGHT_BEGIN ACAD_MTEXT_DEFINED_HEIGHT_END AcDbBlockRepETag 2448D *PIPE SIZE & MATERIAL ARE
TYPICAL, UNLESS NOTED OTHERWISE. AcDbBlockRepETag 2448E AcDbBlockRepETag 2448F AcDbBlockRepETag 24490 AcDbBlockRepETag 24491 AcDbBlockRepETag 24492 AcDbBlockRepETag 24493 AcDbBlockRepresentation
AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY 1 11 15 19 2 20 21 27 28 33 34 47 48 51 52 Typical GRIPLOC AcDbBlockRepETag 24494 AcDbBlockRepETag 244AA AcDbBlockRepresenta
tion AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY 10 16 17 5 9 No Stub Visibility No Stub AcDbBlockRepETag 244AB AcDbBlockRepETag 244B7 AcDbBlockRepETag
244B8 AcDbBlockRepETag 244B9 AcDbBlockRepETag 244BA AcDbBlockRepETag 244BB AcDbBlockRepETag 244BC AcDbBlockRepETag 244BD AcDbBlockRepETag 244BE AcDbBlockRepETag 244BF AcDbBlockRepETag
244C0 AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY 1 11 15 19 2 20 21 27 28 33 34 47 48 51 52 Typical GRIPLOC AcDbBlockRepETag 244C1
AcDbBlockRepETag 244D7 AcDbBlockRepETag 244D8 AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY 31 32 35 42 46 47 51 52 Standard AcDbBlockRepETag
244D9 AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY 31 32 35 42 46 47 51 52 Solid locking lid Type Solid locking lid AcDbBlockRepETag
244E8 AcDbBlockRepETag 244F7 AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY 1 2 28 36 37 40 44 45 46 5 51 55 Solid locking lid Type
Solid locking lid AcDbBlockRepETag 244F8 AcDbBlockRepETag 2450B AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY 31 32 35 42 46 47 51
52 Standard AcDbBlockRepETag 2450C AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY 31 32 35 42 46 47 51 52 Solid locking lid Type Solid
locking lid AcDbBlockRepETag 2451B AcDbBlockRepETag 2452A AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY 1 2 28 36 37 40 44 45 46
5 51 55 Solid locking lid Type Solid locking lid AcDbBlockRepETag 2452B AcDbBlockRepETag 2453E AcDbBlockRepETag 2453F AcDbBlockRepETag 24540 AcDbBlockRepresentation AcDbRepData AppDataCache
ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY 31 32 35 42 46 47 51 52 Standard AcDbBlockRepETag 24541 ACAD ACAD_MTEXT_DEFINED_HEIGHT_BEGIN ACAD_MTEXT_DEFINED_HEIGHT_END AcDbBlockRepETag
24550 CLEARING LIMITS
SILT FENCE
INLET FILTER FABRIC PROTECTION
EROSION CONTROL SWALE
ROCK CHECK DAM
CONSTRUCTION ENTRANCE AcDbBlockRepETag 24551 ACAD AcDbBlockRepETag 24552 GRAVEL AcDbBlockRepETag 24553 AcDbBlockRepETag 24554 AcDbBlockRepETag 24555 AcDbBlockRepETag 24556 AcDbBlockRepETag
24557 AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY 31 32 35 42 46 47 51 52 Solid locking lid Type Solid locking lid AcDbBlockRepETag
24558 AcDbBlockRepETag 24567 AcDbBlockRepETag 24568 AcDbBlockRepETag 24569 AcDbBlockRepETag 2456A AcDbBlockRepETag 2456B AcDbBlockRepETag 2456C AcDbBlockRepETag 2456D AcDbBlockRepETag
2456E AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY 1 2 28 36 37 40 44 45 46 5 51 55 Solid locking lid Type Solid locking lid AcDbBlockRepETag
2456F AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY 31 32 35 42 46 47 51 52 Standard AcDbBlockRepETag 24582 ACAD ACAD_MTEXT_DEFINED_HEIGHT_BEGIN
ACAD_MTEXT_DEFINED_HEIGHT_END AcDbBlockRepETag 24591 STORM DRAINAGE PIPE
CATCH BASIN (TYPE I / TYPE II)
CATCH BASIN w/ SOLID LOCKING LID
CATCH BASIN w/ THRU-CURB FRAME
STORM DRAINAGE CLEANOUT
SANITARY SEWER PIPE
SANITARY SEWER MANHOLE
SANITARY SEWER CLEANOUT
WATER MAIN
WATER METER
FIRE HYDRANT AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY 1 11 15 19 2 20 21 27 28 33 34 47 48 51 52 Typical GRIPLOC AcDbBlockRepETag
24592 AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY 31 32 35 42 46 47 51 52 Thru-curb frame Type Thru-curb frame AcDbBlockRepETag
245A8 AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY 1 2 28 36 37 40 44 45 46 5 51 55 Thru-curb frame Type Thru-curb frame AcDbBlockRepETag
245B7 AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY 31 32 35 42 46 47 51 52 Thru-curb frame Type Thru-curb frame AcDbBlockRepETag
245CA AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY 1 2 28 36 37 40 44 45 46 5 51 55 Thru-curb frame Type Thru-curb frame AcDbBlockRepETag
245D9 AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY 31 32 35 42 46 47 51 52 Thru-curb frame Type Thru-curb frame AcDbBlockRepETag
245EC AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY 1 2 28 36 37 40 44 45 46 5 51 55 Thru-curb frame Type Thru-curb frame AcDbBlockRepETag
245FB AcDbBlockRepETag 2460E AcDbBlockRepETag 2460F AcDbBlockRepETag 24610 AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY 1 11 15
19 2 20 21 27 28 33 34 47 48 51 52 Typical GRIPLOC AcDbBlockRepETag 24611 AcDbBlockRepETag 24627 AcDbBlockRepETag 24628 AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA
ACAD_ENHANCEDBLOCKHISTORY 31 32 35 42 46 47 51 52 Standard AcDbBlockRepETag 24629 AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY 31
32 35 42 46 47 51 52 Solid locking lid Type Solid locking lid AcDbBlockRepETag 24638 AcDbBlockRepETag 24647 AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCK
HISTORY 1 2 28 36 37 40 44 45 46 5 51 55 Solid locking lid Type Solid locking lid AcDbBlockRepETag 24648 AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHIST
ORY 31 32 35 42 46 47 51 52 Thru-curb frame Type Thru-curb frame AcDbBlockRepETag 2465B AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY
1 2 28 36 37 40 44 45 46 5 51 55 Thru-curb frame Type Thru-curb frame AcDbBlockRepETag 2466A ACAD ACAD_MTEXT_DEFINED_HEIGHT_BEGIN ACAD_MTEXT_DEFINED_HEIGHT_END AcDbBlockRepETag 2467D
STORM DRAIN PIPE
TYPE I CATCH BASIN
TYPE I CATCH BASIN w/ SOLID LOCKING LID
TYPE I CATCH BASIN w/ THRU-CURB FRAME
TYPE II CATCH BASIN
TYPE II CATCH BASIN w/ SOLID LOCKING LID
TYPE II CATCH BASIN w/ THRU-CURB FRAME
SANITARY SEWER PIPE
SANITARY SEWER MANHOLE
WATER MAIN
WATER METER & SERVICE
FIRE HYDRANT ACAD ACAD_MTEXT_DEFINED_HEIGHT_BEGIN ACAD_MTEXT_DEFINED_HEIGHT_END AcDbBlockRepETag 2467E EXISTING 2' CONTOUR
EXISTING 10' CONTOUR
PROPOSED 2' CONTOUR
PROPOSED 10' CONTOUR
ROCKERY
RETAINING WALL AcDbBlockRepETag 2467F AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY 104 108 109 111 115 116 186 193 197 198 199 200
202 204 208 42 46 50 58 67 9 2.5' Rock Wall Wall Type 2.5' Rock Wall AcDbBlockRepETag 24680 AcDbBlockRepETag 2469C AcDbBlockRepETag 2469D AcDbBlockRepETag 2469E AcDbBlockRepETag 2469F
AcDbBlockRepETag 246A0 ELEV 250 AcDbBlockRepETag 246A4 ELEV 248 AcDbBlockRepETag 246A8 AcDbBlockRepETag 246A9 AcDbBlockRepETag 246AA AcDbBlockRepETag 246AB AcDbBlockRepETag 246AC ELEV
250 AcDbBlockRepETag 246B0 ELEV 248 AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY 31 32 35 42 46 47 51 52 Solid locking lid Type
Solid locking lid AcDbBlockRepETag 246B4 AcDbBlockRepETag 246C3 AcDbBlockRepETag 246C4 AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY
1 2 28 36 37 40 44 45 46 5 51 55 Solid locking lid Type Solid locking lid AcDbBlockRepETag 246C5 AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY
31 32 35 42 46 47 51 52 Standard AcDbBlockRepETag 246D8 AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY 31 32 35 42 46 47 51 52 Thru-curb
frame Type Thru-curb frame AcDbBlockRepETag 246E7 AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY 1 2 28 36 37 40 44 45 46 5 51 55
Thru-curb frame Type Thru-curb frame AcDbBlockRepETag 246F6 AcDbBlockRepETag 24709 AcDbBlockRepETag 2470A AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHI
STORY 1 11 15 19 2 20 21 27 28 33 34 47 48 51 52 Typical GRIPLOC AcDbBlockRepETag 2470B AcDbBlockRepETag 24721 AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA
ACAD_ENHANCEDBLOCKHISTORY 10 16 17 5 9 No Stub Visibility No Stub AcDbBlockRepETag 24722 AcDbBlockRepETag 2472E AcDbBlockRepETag 2472F AcDbBlockRepETag 24730 AcDbBlockRepETag 24731
AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY 31 32 35 42 46 47 51 52 Standard AcDbBlockRepETag 24732 AcDbBlockRepresentation AcDbRepData
AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY 31 32 35 42 46 47 51 52 Solid locking lid Type Solid locking lid AcDbBlockRepETag 24741 AcDbBlockRepETag 24750 AcDbBlockRepresentation
AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY 1 2 28 36 37 40 44 45 46 5 51 55 Solid locking lid Type Solid locking lid AcDbBlockRepETag 24751 AcDbBlockRepETag
24764 AcDbBlockRepETag 24765 AcDbBlockRepETag 24766 AcDbBlockRepETag 24767 AcDbBlockRepETag 24768 AcDbBlockRepETag 24769 AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA
ACAD_ENHANCEDBLOCKHISTORY 31 32 35 42 46 47 51 52 Thru-curb frame Type Thru-curb frame AcDbBlockRepETag 2476A AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA
ACAD_ENHANCEDBLOCKHISTORY 1 2 28 36 37 40 44 45 46 5 51 55 Thru-curb frame Type Thru-curb frame AcDbBlockRepETag 24779 AcDbBlockRepETag 2478C AcDbBlockRepETag 2478D LEGEND AcDbBlockRepETag
2478E AcDbBlockRepETag 2478F EROSION CONTROL AcDbBlockRepETag 24790 AcDbBlockRepETag 24791 GRADING AcDbBlockRepETag 24792 AcDbBlockRepETag 24793 AcDbBlockRepETag 24794 AcDbBlockRepETag
24795 AcDbBlockRepETag 24796 AcDbBlockRepETag 24797 AcDbBlockRepETag 24798 AcDbBlockRepETag 24799 AcDbBlockRepETag 2479A AcDbBlockRepETag 2479B AcDbBlockRepETag 2479C AcDbBlockRepETag
2479D AcDbBlockRepETag 2479E AcDbBlockRepETag 2479F AcDbBlockRepETag 247A0 AcDbBlockRepETag 247A1 AcDbBlockRepETag 247A2 AcDbBlockRepETag 247A3 AcDbBlockRepETag 247D4 AcDbBlockRepETag
0 NOTE_1 Note Line 1 NOTE AcDbBlockRepETag 0 NOTE_2 Note Line 2 NOTE AcDbBlockRepETag 247D7 AcDbBlockRepETag 247D8 AcDbBlockRepETag 247D9 AcDbBlockRepETag 247DA AcDbBlockRepETag 247DB
AcDbBlockRepETag 247DC AcDbBlockRepETag 247DD AcDbBlockRepETag 247DE AcDbBlockRepETag 247DF AcDbBlockRepETag 247E0 AcDbBlockRepETag 247E1 AcDbBlockRepETag 247E2 AcDbBlockRepETag 24905
AcDbBlockRepETag 0 NOTE_1 Note Line 1 NOTE AcDbBlockRepETag 0 NOTE_2 Note Line 2 NOTE AcDbBlockRepETag 24908 AcDbBlockRepETag 24909 AcDbBlockRepETag 2490A AcDbBlockRepETag 2490B AcDbBlockRepETag
2490C AcDbBlockRepETag 2490D AcDbBlockRepETag 2490E AcDbBlockRepETag 2490F AcDbBlockRepETag 24910 AcDbBlockRepETag 24911 AcDbBlockRepETag 24912 AcDbBlockRepETag 24913 5' EXISTING
SIDEWALK TALBOT ROAD PROPOSED 8'
CONC. SIDEWALK AcDbBlockRepETag 253F3 SOLID AcDbBlockRepETag 253F4 AcDbBlockRepETag 253F5 ACAD_FIELD TEXT AcDbBlockRepETag 0 ELEV Elevation InsertionPoint AcDbBlockRepETag 253FB AcDbBlockRepETag
0 DESC Description 24' AcDbBlockRepETag 258A7 AcDbBlockRepETag 0 TOP TOP: XXX.X AcDbBlockRepETag 0 TOE TOE: XXX.X AcDbBlockRepETag 258AA TOP: AcDbBlockRepETag 258AB TOE: AcDbBlockRepETag
258AC AcDbBlockRepETag 258AD ACAD AcDbBlockRepETag 258AE SOLID AcDbBlockRepETag 258AF AcDbContextDataManager ACDB_ANNOTATIONSCALES AcadAnnotative AnnotativeData { } AcDbBlockRepETag
0 HT Height X.X AcDbBlockRepETag 25948 AcDbBlockRepETag 0 Slope Slope 2% AcDbBlockRepETag 2594A AcDbBlockRepETag 2594B AcDbBlockRepETag 2594C AcDbBlockRepETag 2594D AcDbBlockRepETag
2594E AcDbBlockRepETag 2594F AcDbBlockRepETag 25950 AcDbBlockRepETag 25979 AcDbBlockRepETag 0 Slope Slope 2% AcDbBlockRepETag 2597B AcDbBlockRepETag 2597C AcDbBlockRepETag 2597D AcDbBlockRepETag
2597E AcDbBlockRepETag 2597F AcDbBlockRepETag 25980 AcDbBlockRepETag 25981 23' 23' 26' PLANTER 2' ASDK_XREC_ANNOTATION_SCALE_INFO ACAD MVIEW { { } } AECGUIBASE Standard C3.31 8 ROAD
AND GRADING DETAILS ASDK_XREC_ANNOTATION_SCALE_INFO ACAD MVIEW { { x18242 S|C-SITE-CONC-PATT x18242 S|C-SITE-CONC-PATT-RAMP C-ANNO-TEXT-C302 x18242 t|V-ROAD-ASPH x18242 t|V-TOPO-TEXT
x18242 t|V-UTIL-TEXT x18242 A|C-SITE-CONC-PATT-RAMP x18242 t|V-NODE-TOPO-2021-03-17 x18242 S|C-ROAD-OLAY-PATT x18242 t|V-SITE-CURB x18242 U|C-EROS-SILT x18242 U|C-EROS-CLRG-THIN x18242
U|C-EROS-CLRG-THCK x18242 U|C-STRM-PIPE-TEXT } } AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA 35 42 43 44 Double line TITLE_1 GRADING DETAIL 1 TITLE_2 SCALE_1
SCALE: 1" = 10' SCALE_2 SCALE_3 SCALE_4 PATH ASDK_XREC_ANNOTATION_SCALE_INFO ACAD MVIEW { { } } AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA 35 42 43
44 Double line TITLE_1 SECTION A-A TITLE_2 SCALE_1 SCALE: 1" = 10' SCALE_2 SCALE_3 SCALE_4 PATH
R-426408 ASDK_XREC_ANNOTATION_SCALE_INFO ACAD MVIEW { { C-PROP-CNTL-STAN C-ANNO-TEXT x18242 S|C-SITE-CONC-PATT x18242 S|C-SITE-CONC-PATT-RAMP x18242 t|V-ROAD-ASPH x18242 t|V-TOPO-TEXT
x18242 t|V-UTIL-TEXT x18242 A|C-SITE-CONC-PATT-RAMP x18242 t|V-NODE-TOPO-2021-03-17 x18242 S|C-ROAD-OLAY-PATT x18242 t|V-SITE-CURB x18242 U|C-EROS-CLRG-THIN x18242 U|C-EROS-CLRG-THCK
x18242 U|C-STRM-PIPE-TEXT } } AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA 35 42 43 44 Double line TITLE_1 GRADING DETAIL 2 TITLE_2 SCALE_1 SCALE: 1" = 10'
SCALE_2 SCALE_3 SCALE_4 PATH AcDbBlockRepETag 26CFE AcDbBlockRepETag 0 TOP TOP: XXX.X AcDbBlockRepETag 0 TOE TOE: XXX.X AcDbBlockRepETag 26D01 TOP: AcDbBlockRepETag 26D02 TOE: AcDbBlockRepETag
26D03 AcDbBlockRepETag 26D04 ACAD AcDbBlockRepETag 26D05 SOLID AcDbBlockRepETag 26D06 AcDbContextDataManager ACDB_ANNOTATIONSCALES AcadAnnotative AnnotativeData { } AcDbBlockRepETag
0 HT Height X.X AcDbBlockRepETag 26D37 AcDbBlockRepETag 0 TOP TOP: XXX.X AcDbBlockRepETag 0 TOE TOE: XXX.X AcDbBlockRepETag 26D3A TOP: AcDbBlockRepETag 26D3B TOE: AcDbBlockRepETag 26D3C
AcDbBlockRepETag 26D3D ACAD AcDbBlockRepETag 26D3E SOLID AcDbBlockRepETag 26D3F AcDbContextDataManager ACDB_ANNOTATIONSCALES AcadAnnotative AnnotativeData { } AcDbBlockRepETag 0 HT
Height X.X AcDbBlockRepETag 26D7E AcDbBlockRepETag 0 TOP TOP: XXX.X AcDbBlockRepETag 0 TOE TOE: XXX.X AcDbBlockRepETag 26D81 TOP: AcDbBlockRepETag 26D82 TOE: AcDbBlockRepETag 26D83
AcDbBlockRepETag 26D84 ACAD AcDbBlockRepETag 26D85 SOLID AcDbBlockRepETag 26D86 AcDbContextDataManager ACDB_ANNOTATIONSCALES AcadAnnotative AnnotativeData { } AcDbBlockRepETag 0 HT
Height X.X AcDbBlockRepETag 27340 AcDbBlockRepETag 0 TOP TOP: XXX.X AcDbBlockRepETag 0 TOE TOE: XXX.X AcDbBlockRepETag 27343 TOP: AcDbBlockRepETag 27344 TOE: AcDbBlockRepETag 27345
AcDbBlockRepETag 27346 ACAD AcDbBlockRepETag 27347 SOLID AcDbBlockRepETag 27348 AcDbContextDataManager ACDB_ANNOTATIONSCALES AcadAnnotative AnnotativeData { } AcDbBlockRepETag 0 HT
Height X.X AcDbBlockRepETag 27370 AcDbBlockRepETag 0 TOP TOP: XXX.X AcDbBlockRepETag 0 TOE TOE: XXX.X AcDbBlockRepETag 27373 TOP: AcDbBlockRepETag 27374 TOE: AcDbBlockRepETag 27375
AcDbBlockRepETag 27376 ACAD AcDbBlockRepETag 27377 SOLID AcDbBlockRepETag 27378 AcDbContextDataManager ACDB_ANNOTATIONSCALES AcadAnnotative AnnotativeData { } AcDbBlockRepETag 0 HT
Height X.X R5' 5.79' AcDbBlockRepETag 27B59 AcDbBlockRepETag 27B5A GradientColor1ACI GradientColor2ACI ACAD AcDbBlockRepETag 27B5B _SOLID 15' AcDbBlockRepETag 28FE4 AcDbBlockRepETag
0 TOP TOP: XXX.X AcDbBlockRepETag 0 TOE TOE: XXX.X AcDbBlockRepETag 28FE7 TOP: AcDbBlockRepETag 28FE8 TOE: AcDbBlockRepETag 28FE9 AcDbBlockRepETag 28FEA ACAD AcDbBlockRepETag 28FEB
SOLID AcDbBlockRepETag 2901C AcDbBlockRepETag 0 TOP TOP: XXX.X AcDbBlockRepETag 0 TOE TOE: XXX.X AcDbBlockRepETag 2901F TOP: AcDbBlockRepETag 29020 TOE: AcDbBlockRepETag 29021 AcDbBlockRepETag
29022 ACAD AcDbBlockRepETag 29023 SOLID AcDbBlockRepETag 2904C AcDbBlockRepETag 0 TOP TOP: XXX.X AcDbBlockRepETag 0 TOE TOE: XXX.X AcDbBlockRepETag 2904F TOP: AcDbBlockRepETag 29050
TOE: AcDbBlockRepETag 29051 AcDbBlockRepETag 29052 ACAD AcDbBlockRepETag 29053 SOLID AcDbBlockRepETag 29080 AcDbBlockRepETag 0 TOP TOP: XXX.X AcDbBlockRepETag 0 TOE TOE: XXX.X AcDbBlockRepETag
29083 TOP: AcDbBlockRepETag 29084 TOE: AcDbBlockRepETag 29085 AcDbBlockRepETag 29086 ACAD AcDbBlockRepETag 29087 SOLID AcDbBlockRepETag 290DF AcDbBlockRepETag 0 Slope Slope 2% AcDbBlockRepETag
290E1 AcDbBlockRepETag 290E2 AcDbBlockRepETag 290E3 AcDbBlockRepETag 290E4 AcDbBlockRepETag 290E5 AcDbBlockRepETag 290E6 AcDbBlockRepETag 290E7 60' AcDbBlockRepETag 2A142 AcDbBlockRepETag
0 TOP TOP: XXX.X AcDbBlockRepETag 0 TOE TOE: XXX.X AcDbBlockRepETag 2A145 TOP: AcDbBlockRepETag 2A146 TOE: AcDbBlockRepETag 2A147 AcDbBlockRepETag 2A148 ACAD AcDbBlockRepETag 2A149
SOLID AcDbBlockRepETag 2A17C AcDbBlockRepETag 0 TOP TOP: XXX.X AcDbBlockRepETag 0 TOE TOE: XXX.X AcDbBlockRepETag 2A17F TOP: AcDbBlockRepETag 2A180 TOE: AcDbBlockRepETag 2A181 AcDbBlockRepETag
2A182 ACAD AcDbBlockRepETag 2A183 SOLID AcDbBlockRepETag 2A260 AcDbBlockRepETag 0 TOP TOP: XXX.X AcDbBlockRepETag 0 TOE TOE: XXX.X AcDbBlockRepETag 2A263 TOP: AcDbBlockRepETag 2A264
TOE: AcDbBlockRepETag 2A265 AcDbBlockRepETag 2A266 ACAD AcDbBlockRepETag 2A267 SOLID AcDbBlockRepETag 2A2CA AcDbBlockRepETag 0 TOP TOP: XXX.X AcDbBlockRepETag 0 TOE TOE: XXX.X AcDbBlockRepETag
2A2CD TOP: AcDbBlockRepETag 2A2CE TOE: AcDbBlockRepETag 2A2CF AcDbBlockRepETag 2A2D0 ACAD AcDbBlockRepETag 2A2D1 SOLID AcDbBlockRepETag 2A32F AcDbBlockRepETag 0 TOP TOP: XXX.X AcDbBlockRepETag
0 TOE TOE: XXX.X AcDbBlockRepETag 2A332 TOP: AcDbBlockRepETag 2A333 TOE: AcDbBlockRepETag 2A334 AcDbBlockRepETag 2A335 ACAD AcDbBlockRepETag 2A336 SOLID AcDbBlockRepETag 2A389 AcDbBlockRepETag
0 TOP TOP: XXX.X AcDbBlockRepETag 0 TOE TOE: XXX.X AcDbBlockRepETag 2A38C TOP: AcDbBlockRepETag 2A38D TOE: AcDbBlockRepETag 2A38E AcDbBlockRepETag 2A38F ACAD AcDbBlockRepETag 2A390
SOLID ASDK_XREC_ANNOTATION_SCALE_INFO ACAD MVIEW { { } } ASDK_XREC_ANNOTATION_SCALE_INFO ACAD MVIEW { { Defpoints C-ANNO-TEXT x18242 A|C-SITE-CONC-PATT x18242 S|C-SITE-BLOCK-WALL x18242
S|C-REMV-REPLC-PATT x18242 A|C-SITE-PROPBLD-PATT x18242 S|C-ROAD-CURB x18242 A|UK083 V-TINN-EGND-TEXT-DET1 x18242 S|C-SITE-CONC-PATT-RAMP x18242 S|C-ROAD-ASPH-PATT C-ANNO-DIM-C302 C-ANNO-TEXT-C302
x18242 t|V-PLNT-TREE x18242 t|V-TOPO-TEXT x18242 t|V-UTIL-TEXT x18242 A|C-SITE-CONC-PATT-RAMP x18242 A|C-SITE-ASPH-RAMP-PATT x18242 t|V-SURV-TEXT x18242 t|V-PLNT-TEXT x18242 t|V-PLNT-DRIP
x18242 t|V-NODE-TOPO-2021-03-17 x18242 t|V-FELD-TEXT x18242 U|C-EROS-SILT x18242 U|C-EROS-CLRG-THIN x18242 U|C-EROS-CLRG-THCK x18242 U|C-STRM-PIPE-TEXT } } AECGUIBASE Standard C3.01
6 ROAD AND GRADING PLAN AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY 1 10 14 15 16 20 21 25 26 30 31 35 36 40 41 45 46 5 50 51 55
9 Double Line - Single Text Visibility Double Line - Single Text GRIPLOC NOTE_1 SECTION A-A NOTE_2 NOTE AcDbContextDataManager ACDB_ANNOTATIONSCALES *A1 AcadAnnotative AnnotativeData
{ } SCALE: 1" = 10' ASDK_XREC_ANNOTATION_SCALE_INFO ACAD MVIEW { { } } AcDbContextDataManager ACDB_ANNOTATIONSCALES *A1 AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA
ACAD_ENHANCEDBLOCKHISTORY 1 10 14 15 16 20 21 25 26 30 31 35 36 40 41 45 46 5 50 51 55 9 Double Line - Single Text Visibility Double Line - Single Text GRIPLOC NOTE_1 GRADING DETAIL
1 NOTE_2 NOTE AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY 1 10 14 15 16 20 21 25 26 30 31 35 36 40 41 45 46 5 50 51 55 9 Double
Line - Single Text Visibility Double Line - Single Text GRIPLOC NOTE_1 GRADING DETAIL 2 NOTE_2 NOTE AcDbContextDataManager ACDB_ANNOTATIONSCALES *A1 AcadAnnotative AnnotativeData {
} SCALE: 1" = 10' AcDbContextDataManager ACDB_ANNOTATIONSCALES *A1 AcadAnnotative AnnotativeData { } SCALE: 1" = 10' ASDK_XREC_ANNOTATION_SCALE_INFO ACAD MVIEW { { C-PROP-CNTL-STAN
C-ANNO-TEXT x18242 S|C-REMV-REPLC-PATT x18242 A|C-PHASE 2 PARKING 2386.03 C3D|C-STRM-PIPE } } ASDK_XREC_ANNOTATION_SCALE_INFO ACAD MVIEW { { Defpoints C-PROP-CNTL-STAN x18242 S|C-REMV-REPLC
} } AcDbContextDataManager ACDB_ANNOTATIONSCALES *A1 AcDbContextDataManager ACDB_ANNOTATIONSCALES *A1 AcadAnnotative AnnotativeData { } TALBOT ROAD S AcDbContextDataManager ACDB_ANNOTATIONSCALES
*A1 AcadAnnotative AnnotativeData { } TALBOT ROAD S AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY 1 10 12 16 49 56 6 60 74 77 81
82 86 87 91 92 96 1"=10' North Arrow On GRIPLOC Scale 1"=10' SCALE SCALE' X/2 x/2 1X 1x 2X 2x PROJECT_NAME PROJECT_NUMBER AcDbContextDataManager ACDB_ANNOTATIONSCALES *A1 AcadAnnotative
AnnotativeData { } ACAD DSTYLE { } ACAD_DIMASSOC_CALC_DIMLFAC ACAD_DIMASSOC_DIMLFAC ACAD_DIMASSOC_OVERRIDDEN_DIMLFAC AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA
ACAD_ENHANCEDBLOCKHISTORY 1 12 13 19 43 5 Right GRIPLOC TOP 155.33 TOE 153.33 AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY 1 12
13 19 43 5 Right GRIPLOC TOP 156.90 TOE 153.40 AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY 1 12 13 19 43 5 Right GRIPLOC Direction
Left GRIPLOC Direction Right GRIPLOC TOP 154.26 TOE 153.26 AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY 102 106 107 111 113 117
118 122 123 127 128 132 16 17 30 34 35 36 41 42 46 47 51 53 60 61 68 72 73 77 78 82 83 84 88 89 93 94 98 20 Scale 20 GRIPLOC GRIPLOC Slope 7.5% AcDbContextDataManager ACDB_ANNOTATIONSCALES
*A1 ACAD DSTYLE { } AcadAnnotative AnnotativeData { } ACAD_DIMASSOC_CALC_DIMLFAC ACAD_DIMASSOC_DIMLFAC ACAD_DIMASSOC_OVERRIDDEN_DIMLFAC ACAD DSTYLE { } AcDbBlockRepresentation AcDbRepData
AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY 15 2 7 8 GRIPLOC ELEV 158.30 (EG) DESC 157.90 (FG) AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA
ACAD_ENHANCEDBLOCKHISTORY 15 2 7 8 GRIPLOC GRIPFLIP GRIPLOC ELEV 157.63 (EG) DESC 157.78 (FG) AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY
15 2 7 8 GRIPLOC ELEV 155.66 (EG) DESC AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY 15 2 7 8 GRIPLOC GRIPFLIP GRIPLOC GRIPFLIP
GRIPLOC ELEV 154.56 (EG) DESC AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY 102 106 107 111 113 117 118 122 123 127 128 132 16 17
30 34 35 36 41 42 46 47 51 53 60 61 68 72 73 77 78 82 83 84 88 89 93 94 98 20 Scale 20 GRIPLOC GRIPLOC Slope 1.2% AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA
ACAD_ENHANCEDBLOCKHISTORY 1 12 13 19 43 5 Right GRIPLOC TOP 157.85 TOE 155.46 AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY 1 12
13 19 43 5 Left GRIPLOC Direction Left GRIPLOC TOP 156.82 TOE 155.34 AcDbContextDataManager ACDB_ANNOTATIONSCALES *A1 AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA
ACAD_ENHANCEDBLOCKHISTORY 1 12 13 19 43 5 Left GRIPLOC Direction Left GRIPLOC Direction Right GRIPLOC Direction Left GRIPLOC TOP 153.09 TOE 152.24 AcDbBlockRepresentation AcDbRepData
AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY 1 12 13 19 43 5 Left GRIPLOC Direction Left GRIPLOC Direction Right GRIPLOC Direction Left GRIPLOC TOP 154.27 TOE 152.32
AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY 1 12 13 19 43 5 Left GRIPLOC Direction Left GRIPLOC Direction Right GRIPLOC Direction
Left GRIPLOC TOP 155.35 TOE 153.34 AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY 1 12 13 19 43 5 Left GRIPLOC Direction Left GRIPLOC
TOP 157.32 TOE 156.32 AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY 1 12 13 19 43 5 Right GRIPLOC TOP 158.42 TOE 157.53 AcDbBlockRepresentation
AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY 102 106 107 111 113 117 118 122 123 127 128 132 16 17 30 34 35 36 41 42 46 47 51 53 60 61 68 72 73 77 78 82
83 84 88 89 93 94 98 20 Scale 20 GRIPLOC GRIPLOC Slope 3.8% AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY 15 2 7 8 GRIPLOC ELEV 155.66
(EG) DESC AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA ACAD_ENHANCEDBLOCKHISTORY 15 2 7 8 GRIPLOC ELEV 155.66 (EG) DESC AcDbContextDataManager ACDB_ANNOTATIONSCALES
*A1 AcDbContextDataManager ACDB_ANNOTATIONSCALES *A1 AcDbContextDataManager ACDB_ANNOTATIONSCALES *A1 AcadAnnotative AnnotativeData { } 7 AcDbContextDataManager ACDB_ANNOTATIONSCALES
*A1 ACAD DSTYLE { } AcDbBlockRepETag 315D8 ACAD DSTYLE { } AcDbBlockRepETag 315D9 ACAD DSTYLE { } AcDbBlockRepETag 315DB AcDbBlockRepETag 315DC 4" MIN. 3/4" - 1-1/2" MINUS CRUSHED ROCK
(WSDOT 9-03.9(3)) COMPACTED TO 95% OF MAX DRY DENSITY (AST D1557) AcDbBlockRepETag 315DE NATIVE SOIL AcDbBlockRepETag 315DF 3" HMA CLASS 1/2" ACAD AcDbBlockRepETag 315E0 EARTH AcDbBlockRepETag
315E1 ACAD SOLID ACAD AcDbBlockRepETag 315E2 CONC AcDbBlockRepETag 315E4 AcDbBlockRepETag 315E5 AcDbBlockRepETag 315E7 AcDbBlockRepETag 315E8 AcDbBlockRepETag 315E9 AcDbBlockRepETag
315EA AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA 35 42 43 44 Double line AcDbBlockRepETag 315ED AcDbBlockRepETag 0 TITLE_1 PAVEMENT SECTION AcDbBlockRepETag
0 TITLE_2 AcDbBlockRepETag 0 SCALE_1 NO SCALE AcDbBlockRepETag 0 SCALE_2 AcDbBlockRepETag 0 SCALE_3 AcDbBlockRepETag 0 SCALE_4 AcDbBlockRepETag 0 PATH AcDbBlockRepETag 315EA
R-426406 AcDbContextDataManager ACDB_ANNOTATIONSCALES *A1 AcDbContextDataManager ACDB_ANNOTATIONSCALES *A1 AcDbContextDataManager ACDB_ANNOTATIONSCALES *A1 AcadAnnotative AnnotativeData
{ } 5 20' 5' 4.5' 13'-5" AcDbBlockRepETag 2C8A2 AcDbBlockRepETag 0 Slope Slope 2% AcDbBlockRepETag 2C8A4 AcDbBlockRepETag 2C8A5 AcDbBlockRepETag 2C8A6 AcDbBlockRepETag 2C8A7 AcDbBlockRepETag
2C8A8 AcDbBlockRepETag 2C8A9 AcDbBlockRepETag 2C8AA 6'-7" 26.7' 16' 8' 8' 3' 4.5' 7' R5.5' R5.5' AcDbBlockRepETag 3158A AcDbBlockRepETag 0 TITLE_1 TITLE_1 DETAIL AcDbBlockRepETag 0
TITLE_2 TITLE_2 AcDbBlockRepETag 0 SCALE_1 SCALE_1 NO SCALE AcDbBlockRepETag 0 SCALE_2 SCALE_2 AcDbBlockRepETag 0 SCALE_3 SCALE_3 AcDbBlockRepETag 0 SCALE_4 SCALE_4 AcDbBlockRepETag
31591 ACAD_FIELD TEXT AcDbBlockRepETag 0 PATH PATH J:\2018\18242\Engineering\Asbuilt\Sheets\Phase 2\18242 C300.dwg AcDbBlockRepETag 3159B AcDbBlockRepETag 0 TITLE_1 TITLE_1 DETAIL AcDbBlockRepETag
0 TITLE_2 TITLE_2 AcDbBlockRepETag 0 SCALE_1 SCALE_1 NO SCALE AcDbBlockRepETag 0 SCALE_2 SCALE_2 AcDbBlockRepETag 0 SCALE_3 SCALE_3 AcDbBlockRepETag 0 SCALE_4 SCALE_4 AcDbBlockRepETag
315A2 ACAD_FIELD TEXT AcDbBlockRepETag 0 PATH PATH J:\2018\18242\Engineering\Asbuilt\Sheets\Phase 2\18242 C300.dwg ACAD DSTYLE { } AcDbBlockRepETag 315AB ACAD DSTYLE { } AcDbBlockRepETag
315AC ACAD DSTYLE { } AcDbBlockRepETag 315AD ACAD DSTYLE { } AcDbBlockRepETag 315AE AcDbBlockRepETag 315AF 3" COMPACTED DEPTH ASPHALT TREATED BASE AcDbBlockRepETag 315B0 6" COMPACTED
DEPTH CRUSHED ROCK BASE. AcDbBlockRepETag 315B1 NATIVE SOIL OR STRUCTURAL FILL COMPACTED TO 95% OF MAX. DRY DENSITY PER ASTM D-1557 (MODIFIED PROCTOR). AcDbBlockRepETag 315B2 3" COMPACTED
DEPTH CLASS "B" ASPHALTIC CONCRETE. ACAD AcDbBlockRepETag 315B3 EARTH ACAD AcDbBlockRepETag 315B4 ANSI31 ACAD AcDbBlockRepETag 315B5 CONC ACAD AcDbBlockRepETag 315B6 FLAGST-2 AcDbBlockRepETag
315B7 AcDbBlockRepETag 315B8 AcDbBlockRepETag 315B9 AcDbBlockRepETag 315BA AcDbBlockRepETag 315BB AcDbBlockRepETag 315BC AcDbBlockRepETag 315BD AcDbBlockRepETag 315BE AcDbBlockRepETag
315BF AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA 35 42 43 44 Double line AcDbBlockRepETag 315C0 AcDbBlockRepETag 0 TITLE_1 ASPHALT PAVEMENT SECTION AcDbBlockRepETag
0 TITLE_2 AcDbBlockRepETag 0 SCALE_1 NO SCALE AcDbBlockRepETag 0 SCALE_2 AcDbBlockRepETag 0 SCALE_3 AcDbBlockRepETag 0 SCALE_4 AcDbBlockRepETag 0 PATH AcDbBlockRepETag 3160E AcDbBlockRepETag
0 TITLE_1 TITLE_1 DETAIL AcDbBlockRepETag 0 TITLE_2 TITLE_2 AcDbBlockRepETag 0 SCALE_1 SCALE_1 NO SCALE AcDbBlockRepETag 0 SCALE_2 SCALE_2 AcDbBlockRepETag 0 SCALE_3 SCALE_3 AcDbBlockRepETag
0 SCALE_4 SCALE_4 AcDbBlockRepETag 31615 ACAD_FIELD TEXT AcDbBlockRepETag 0 PATH PATH J:\2018\18242\Engineering\Asbuilt\Sheets\Phase 2\18242 C300.dwg 9' (TYP) 18' (TYP) AcDbBlockRepETag
31CCA SOLID AcDbBlockRepETag 31CCB AcDbBlockRepETag 31CCC ACAD_FIELD TEXT AcDbBlockRepETag 0 ELEV Elevation InsertionPoint AcDbBlockRepETag 31CD2 AcDbBlockRepETag 0 DESC Description
AcDbBlockRepETag 31CF3 SOLID AcDbBlockRepETag 31CF4 AcDbBlockRepETag 31CF5 ACAD_FIELD TEXT AcDbBlockRepETag 0 ELEV Elevation InsertionPoint AcDbBlockRepETag 31CFB AcDbBlockRepETag
0 DESC Description AcDbBlockRepETag 31D12 SOLID AcDbBlockRepETag 31D13 AcDbBlockRepETag 31D14 ACAD_FIELD TEXT AcDbBlockRepETag 0 ELEV Elevation InsertionPoint AcDbBlockRepETag 31D1A
AcDbBlockRepETag 0 DESC Description AcDbBlockRepETag 31D3B SOLID AcDbBlockRepETag 31D3C AcDbBlockRepETag 31D3D ACAD_FIELD TEXT AcDbBlockRepETag 0 ELEV Elevation InsertionPoint AcDbBlockRepETag
31D43 AcDbBlockRepETag 0 DESC Description AcDbBlockRepETag 31D80 SOLID AcDbBlockRepETag 31D81 AcDbBlockRepETag 31D82 ACAD_FIELD TEXT AcDbBlockRepETag 0 ELEV Elevation InsertionPoint
AcDbBlockRepETag 31D88 AcDbBlockRepETag 0 DESC Description AcDbBlockRepETag 31DDC SOLID AcDbBlockRepETag 31DDD AcDbBlockRepETag 31DDE ACAD_FIELD TEXT AcDbBlockRepETag 0 ELEV Elevation
InsertionPoint AcDbBlockRepETag 31DE4 AcDbBlockRepETag 0 DESC Description AcDbBlockRepETag 31DFB SOLID AcDbBlockRepETag 31DFC AcDbBlockRepETag 31DFD ACAD_FIELD TEXT AcDbBlockRepETag
0 ELEV Elevation InsertionPoint AcDbBlockRepETag 31E03 AcDbBlockRepETag 0 DESC Description AcDbBlockRepETag 31E4A SOLID AcDbBlockRepETag 31E4B AcDbBlockRepETag 31E4C ACAD_FIELD TEXT
AcDbBlockRepETag 0 ELEV Elevation InsertionPoint AcDbBlockRepETag 31E52 AcDbBlockRepETag 0 DESC Description AcDbBlockRepETag 31EAD SOLID AcDbBlockRepETag 31EAE AcDbBlockRepETag 31EAF
ACAD_FIELD TEXT AcDbBlockRepETag 0 ELEV Elevation InsertionPoint AcDbBlockRepETag 31EB5 AcDbBlockRepETag 0 DESC Description AcDbBlockRepETag 31EDB SOLID AcDbBlockRepETag 31EDC AcDbBlockRepETag
31EDD ACAD_FIELD TEXT AcDbBlockRepETag 0 ELEV Elevation InsertionPoint AcDbBlockRepETag 31EE3 AcDbBlockRepETag 0 DESC Description AcDbBlockRepETag 31F13 SOLID AcDbBlockRepETag 31F14
AcDbBlockRepETag 31F15 ACAD_FIELD TEXT AcDbBlockRepETag 0 ELEV Elevation InsertionPoint AcDbBlockRepETag 31F1B AcDbBlockRepETag 0 DESC Description AcDbBlockRepETag 31F69 SOLID AcDbBlockRepETag
31F6A AcDbBlockRepETag 31F6B ACAD_FIELD TEXT AcDbBlockRepETag 0 ELEV Elevation InsertionPoint AcDbBlockRepETag 31F71 AcDbBlockRepETag 0 DESC Description AcDbBlockRepETag 31FAB SOLID
AcDbBlockRepETag 31FAC AcDbBlockRepETag 31FAD ACAD_FIELD TEXT AcDbBlockRepETag 0 ELEV Elevation InsertionPoint AcDbBlockRepETag 31FB3 AcDbBlockRepETag 0 DESC Description AcDbBlockRepETag
31FE3 SOLID AcDbBlockRepETag 31FE4 AcDbBlockRepETag 31FE5 ACAD_FIELD TEXT AcDbBlockRepETag 0 ELEV Elevation InsertionPoint AcDbBlockRepETag 31FEB AcDbBlockRepETag 0 DESC Description
AcDbBlockRepETag 32011 SOLID AcDbBlockRepETag 32012 AcDbBlockRepETag 32013 ACAD_FIELD TEXT AcDbBlockRepETag 0 ELEV Elevation InsertionPoint AcDbBlockRepETag 32019 AcDbBlockRepETag
0 DESC Description AcDbBlockRepETag 32053 SOLID AcDbBlockRepETag 32054 AcDbBlockRepETag 32055 ACAD_FIELD TEXT AcDbBlockRepETag 0 ELEV Elevation InsertionPoint AcDbBlockRepETag 3205B
AcDbBlockRepETag 0 DESC Description AcDbBlockRepETag 3208B SOLID AcDbBlockRepETag 3208C AcDbBlockRepETag 3208D ACAD_FIELD TEXT AcDbBlockRepETag 0 ELEV Elevation InsertionPoint AcDbBlockRepETag
32093 AcDbBlockRepETag 0 DESC Description AcDbBlockRepETag 320AF SOLID AcDbBlockRepETag 320B0 AcDbBlockRepETag 320B1 ACAD_FIELD TEXT AcDbBlockRepETag 0 ELEV Elevation InsertionPoint
AcDbBlockRepETag 320B7 AcDbBlockRepETag 0 DESC Description AcDbBlockRepETag 320D3 SOLID AcDbBlockRepETag 320D4 AcDbBlockRepETag 320D5 ACAD_FIELD TEXT AcDbBlockRepETag 0 ELEV Elevation
InsertionPoint AcDbBlockRepETag 320DB AcDbBlockRepETag 0 DESC Description AcDbBlockRepETag 3210B SOLID AcDbBlockRepETag 3210C AcDbBlockRepETag 3210D ACAD_FIELD TEXT AcDbBlockRepETag
0 ELEV Elevation InsertionPoint AcDbBlockRepETag 32113 AcDbBlockRepETag 0 DESC Description AcDbBlockRepETag 32139 SOLID AcDbBlockRepETag 3213A AcDbBlockRepETag 3213B ACAD_FIELD TEXT
AcDbBlockRepETag 0 ELEV Elevation InsertionPoint AcDbBlockRepETag 32141 AcDbBlockRepETag 0 DESC Description AcDbBlockRepETag 32FD2 AcDbBlockRepETag 32FD3 AcDbBlockRepETag 0 SECTION
SECTION A AcDbBlockRepETag 0 SECTION2 SECTION2 A AcDbBlockRepETag 32FD7 AcDbBlockRepETag 32FD8 ACAD AcDbBlockRepETag 32FD9 SOLID ACAD AcDbBlockRepETag 32FDA SOLID 7'
PLANTER 4.5'
SIDEWALK 46' PARKING LOT 0.5' 18' PLANTER 8'
SIDEWALK AcDbBlockRepETag 332DD AcDbBlockRepETag 0 SLOPE_EX Ex. Slope EX. 2% AcDbBlockRepETag 332DF AcDbBlockRepETag 0 SLOPE_PR Pr. Slope PR. 2% AcDbBlockRepETag 33414 SOLID AcDbBlockRepETag
33415 AcDbBlockRepETag 33416 ACAD_FIELD TEXT AcDbBlockRepETag 0 ELEV Elevation InsertionPoint AcDbBlockRepETag 3341C AcDbBlockRepETag 0 DESC Description AcDbBlockRepETag 33466 SOLID
AcDbBlockRepETag 33467 AcDbBlockRepETag 33468 ACAD_FIELD TEXT AcDbBlockRepETag 0 ELEV Elevation InsertionPoint AcDbBlockRepETag 3346E AcDbBlockRepETag 0 DESC Description AcDbBlockRepETag
33481 SOLID AcDbBlockRepETag 33482 AcDbBlockRepETag 33483 ACAD_FIELD TEXT AcDbBlockRepETag 0 ELEV Elevation InsertionPoint AcDbBlockRepETag 33489 AcDbBlockRepETag 0 DESC Description
5' EXISTING
SIDEWALK 5' EXISTING
SIDEWALK TALBOT ROAD TALBOT ROAD PROPOSED 8'
CONC. SIDEWALK PROPOSED 8'
CONC. SIDEWALK 24' 24' 24' 23' 23' 23' 23' 26' PLANTER 26' PLANTER 2' 2' R5' R5' R5' 5.79' 5.79' 5.79' 5' 5' 13'-5" 13'-5" 6'-7" 6'-7" 16' 16' 8' 8' 8' 8' 3' 3' AcDbBlockRepETag 34123
SOLID AcDbBlockRepETag 34124 AcDbBlockRepETag 34125 ACAD_FIELD TEXT AcDbBlockRepETag 0 ELEV Elevation InsertionPoint AcDbBlockRepETag 3412B AcDbBlockRepETag 0 DESC Description AcDbBlockRepETag
34166 SOLID AcDbBlockRepETag 34167 AcDbBlockRepETag 34168 ACAD_FIELD TEXT AcDbBlockRepETag 0 ELEV Elevation InsertionPoint AcDbBlockRepETag 3416E AcDbBlockRepETag 0 DESC Description
AcDbBlockRepETag 34187 AcDbBlockRepETag 0 Slope Slope 2% AcDbBlockRepETag 34189 AcDbBlockRepETag 3418A AcDbBlockRepETag 3418B AcDbBlockRepETag 3418C AcDbBlockRepETag 3418D AcDbBlockRepETag
3418E AcDbBlockRepETag 3418F 20' 20' 8.5' 8.5' AcDbBlockRepETag 343EF SOLID AcDbBlockRepETag 343F0 AcDbBlockRepETag 343F1 ACAD_FIELD TEXT AcDbBlockRepETag 0 ELEV Elevation InsertionPoint
AcDbBlockRepETag 343F7 AcDbBlockRepETag 0 DESC Description AcDbBlockRepETag 34437 SOLID AcDbBlockRepETag 34438 AcDbBlockRepETag 34439 ACAD_FIELD TEXT AcDbBlockRepETag 0 ELEV Elevation
InsertionPoint AcDbBlockRepETag 3443F AcDbBlockRepETag 0 DESC Description AcDbBlockRepETag 3447B SOLID AcDbBlockRepETag 3447C AcDbBlockRepETag 3447D ACAD_FIELD TEXT AcDbBlockRepETag
0 ELEV Elevation InsertionPoint AcDbBlockRepETag 34483 AcDbBlockRepETag 0 DESC Description AcDbContextDataManager ACDB_ANNOTATIONSCALES *A1 4.5' 4.5' 26.7' 26.7' 3.49' AcDbBlockRepETag
34F38 SOLID AcDbBlockRepETag 34F39 AcDbBlockRepETag 34F3A ACAD_FIELD TEXT AcDbBlockRepETag 0 ELEV Elevation InsertionPoint AcDbBlockRepETag 34F40 AcDbBlockRepETag 0 DESC Description
AcDbBlockRepETag 34FBE SOLID AcDbBlockRepETag 34FBF AcDbBlockRepETag 34FC0 ACAD_FIELD TEXT AcDbBlockRepETag 0 ELEV Elevation InsertionPoint AcDbBlockRepETag 34FC6 AcDbBlockRepETag
0 DESC Description AcDbBlockRepETag 34FE8 SOLID AcDbBlockRepETag 34FE9 AcDbBlockRepETag 34FEA ACAD_FIELD TEXT AcDbBlockRepETag 0 ELEV Elevation InsertionPoint AcDbBlockRepETag 34FF0
AcDbBlockRepETag 0 DESC Description AcDbBlockRepETag 35018 SOLID AcDbBlockRepETag 35019 AcDbBlockRepETag 3501A ACAD_FIELD TEXT AcDbBlockRepETag 0 ELEV Elevation InsertionPoint AcDbBlockRepETag
35020 AcDbBlockRepETag 0 DESC Description AcDbBlockRepETag 35042 SOLID AcDbBlockRepETag 35043 AcDbBlockRepETag 35044 ACAD_FIELD TEXT AcDbBlockRepETag 0 ELEV Elevation InsertionPoint
AcDbBlockRepETag 3504A AcDbBlockRepETag 0 DESC Description AcDbBlockRepETag 35078 SOLID AcDbBlockRepETag 35079 AcDbBlockRepETag 3507A ACAD_FIELD TEXT AcDbBlockRepETag 0 ELEV Elevation
InsertionPoint AcDbBlockRepETag 35080 AcDbBlockRepETag 0 DESC Description AcDbBlockRepETag 350A2 SOLID AcDbBlockRepETag 350A3 AcDbBlockRepETag 350A4 ACAD_FIELD TEXT AcDbBlockRepETag
0 ELEV Elevation InsertionPoint AcDbBlockRepETag 350AA AcDbBlockRepETag 0 DESC Description AcDbBlockRepETag 350CC SOLID AcDbBlockRepETag 350CD AcDbBlockRepETag 350CE ACAD_FIELD TEXT
AcDbBlockRepETag 0 ELEV Elevation InsertionPoint AcDbBlockRepETag 350D4 AcDbBlockRepETag 0 DESC Description 4' 4' AcDbBlockRepETag 35186 SOLID AcDbBlockRepETag 35187 AcDbBlockRepETag
35188 ACAD_FIELD TEXT AcDbBlockRepETag 0 ELEV Elevation InsertionPoint AcDbBlockRepETag 3518E AcDbBlockRepETag 0 DESC Description AcDbBlockRepETag 3521C AcDbBlockRepETag 0 Slope Slope
2% AcDbBlockRepETag 3521E AcDbBlockRepETag 3521F AcDbBlockRepETag 35220 AcDbBlockRepETag 35221 AcDbBlockRepETag 35222 AcDbBlockRepETag 35223 AcDbBlockRepETag 35224 AcDbBlockRepETag
352DF AcDbBlockRepETag 0 Slope Slope 2% AcDbBlockRepETag 352E1 AcDbBlockRepETag 352E2 AcDbBlockRepETag 352E3 AcDbBlockRepETag 352E4 AcDbBlockRepETag 352E5 AcDbBlockRepETag 352E6 AcDbBlockRepETag
352E7 10' AcDbBlockRepETag 35652 AcDbBlockRepETag 0 Slope Slope 2% AcDbBlockRepETag 35654 AcDbBlockRepETag 35655 AcDbBlockRepETag 35656 AcDbBlockRepETag 35657 AcDbBlockRepETag 35658
AcDbBlockRepETag 35659 AcDbBlockRepETag 3565A AcDbBlockRepETag 3576D SOLID AcDbBlockRepETag 3576E AcDbBlockRepETag 3576F ACAD_FIELD TEXT AcDbBlockRepETag 0 ELEV Elevation InsertionPoint
AcDbBlockRepETag 35775 AcDbBlockRepETag 0 DESC Description AcDbBlockRepETag 357CD SOLID AcDbBlockRepETag 357CE AcDbBlockRepETag 357CF ACAD_FIELD TEXT AcDbBlockRepETag 0 ELEV Elevation
InsertionPoint AcDbBlockRepETag 357D5 AcDbBlockRepETag 0 DESC Description AcDbBlockRepETag 35857 AcDbBlockRepETag 0 Slope Slope 2% AcDbBlockRepETag 35859 AcDbBlockRepETag 3585A AcDbBlockRepETag
3585B AcDbBlockRepETag 3585C AcDbBlockRepETag 3585D AcDbBlockRepETag 3585E AcDbBlockRepETag 3585F 21' 2.5' 2' R8' R8' 1' AcDbBlockRepETag 3641F AcDbBlockRepETag 0 Slope Slope 2% AcDbBlockRepETag
36421 AcDbBlockRepETag 36422 AcDbBlockRepETag 36423 AcDbBlockRepETag 36424 AcDbBlockRepETag 36425 AcDbBlockRepETag 36426 AcDbBlockRepETag 36427 3.7' AcDbBlockRepETag 369D9 SOLID AcDbBlockRepETag
369DA AcDbBlockRepETag 369DB ACAD_FIELD TEXT AcDbBlockRepETag 0 ELEV Elevation InsertionPoint AcDbBlockRepETag 369E1 AcDbBlockRepETag 0 DESC Description
18242 C300.txt Transmittal Report:
Created by AutoCAD eTransmit Monday, November 25, 2024, 11:10 AM.
Drawing:
This is a transmittal based on 18242 C300.dwg.
Files:
Root Drawing:
18242 C300.dwg
AutoCAD Drawing (External) References:
Titleblock -With Renton Seal.dwg
final\x18242 A.dwg
Final\x18242 S.dwg
X-Refs Others\Weatherly FG Surface.dwg
Topo\x18242 T PH2.dwg
Final\x18242 U.dwg
JPG File References:
Textures\Concrete.Cast-In-Place.Exposed Aggregate.Coarse.jpg
Textures\Concrete.Cast-In-Place.Flat.Grey.1.jpg
Textures\Sitework.Planting.Grass.Short.jpg
Textures\Sitework.Planting.Grass.Thick.jpg
Textures\Sitework.Planting.Gravel.Crushed.jpg
Textures\Sitework.Planting.Gravel.Mixed.jpg
Textures\Sitework.Planting.Sand.jpg
Textures\Sitework.Planting.Soil.jpg
PDF Document References:
Section F - Curbs, Approaches, Gutters and Sidewalks\101.pdf
Section F - Curbs, Approaches, Gutters and Sidewalks\101.1.pdf
2022\Division9.pdf
Scanned Images\SE-5110 Bench Specs.pdf
2022\Standard-Plan-Manual-September2020-Revision-Package.pdf
AutoCAD Color-dependent Plot Style Table File References:
PlotCfgs\Core-Engr.ctb
AutoCAD Plotter Configuration File References:
PlotCfgs\DWG To PDF.pc3
The following files were excluded from the transmittal:
acad.fmp
Fonts\simplex.shx
Fonts\calibri.ttf
Fonts\arial.ttf
Fonts\framd.ttf
Fonts\arch.shx
Fonts\Core.shx
Fonts\txt.shx
Fonts\romant.shx
Fonts\TCM_____.TTF
Fonts\ROMANS.shx
Fonts\MONOTXT.shx
Fonts\ROMANC.SHX
Fonts\ltypeshp.shx
Fonts\AECCLAND.shx
Fonts\romantic.ttf
The following files could not be located:
Textures\Sitework.Paving & Surfacing.Asphalt.1.jpg
Textures\Sitework.Paving - Surfacing.Asphalt.jpg
archstyl.(shx,ttf)
more.(shx,ttf)
scallop.(shx,ttf)
bce.(shx,ttf)
X-Refs Others\2386.03 C3D.dwg
x18242 Ph2 L.dwg
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
PDF Underlay files:
Paths may be present on references to PDF underlay files. Make sure these paths work or that the root drawing is u sing 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.
Material texture files:
Please copy these files to the AutoCAD Texture Maps Search Path directory.
The AutoCAD variable FONTALT was set to:
C:\Users\JRC\appdata\roaming\autodesk\c3d 2024\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 'J:\2018\18242\Engineering\Asbuilt\Sheets\Phase 2\18242 C300.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.
Titleblock -With Renton Seal.dwg SSimmons ACAD_LAYERSTATES ADSK_XREC_LAYER_RECONCILED 0 ADSK_XREC_LAYER_RECONCILED SH-TBLK-TITL-TXT ADSK_XREC_LAYER_RECONCILED SH-TBLK-GRPH-SYM ADSK_XREC_LAYER_RECONCI
LED SH-TBLK-ATTR-TXT ADSK_XREC_LAYER_RECONCILED SH-TBLK-TITL-LIN ADSK_XREC_LAYER_RECONCILED SH-TBLK-CUTS-LIN Defpoints AcAecLayerStandard JPB AcAecLayerStandard AcCmTransparency JPB
SIG AcAecLayerStandard AcCmTransparency ANNO-LAND AcAecLayerStandard AcCmTransparency ANNO-ENGR AcAecLayerStandard AcCmTransparency ANNO-TEXT AcXRefLayerPropertyOverride x16114T RTN
TB|TB AcXRefLayerPropertyOverride x16114T RTN TB|TBTEXT AcXRefLayerPropertyOverride x16114T RTN TB|CORE AcAecLayerStandard RAK {ACET-LAYISO Continuous 5 ACET-LAYISO} AcXRefLayerPropertyOverride
x16114T RTN TB|TB - LAND AcAecLayerStandard RAK {ACET-LAYISO Continuous 5 ACET-LAYISO} AcXRefLayerPropertyOverride x16114T RTN TB|TB - PLAN AcAecLayerStandard RAK {ACET-LAYISO Continuous
5 ACET-LAYISO} AcXRefLayerPropertyOverride x16114T RTN TB|TB - ENGR AcAecLayerStandard AcXRefLayerPropertyOverride x16114T RTN TB|revision AcAecLayerStandard AcCmTransparency AcXRefLayerPropertyOver
ride x16114T RTN TB|grs stamp AcAecLayerStandard AcCmTransparency AcXRefLayerPropertyOverride x16114T RTN TB|grs sign AcAecLayerStandard AcCmTransparency AcXRefLayerPropertyOverride
x16114T RTN TB|LBS AcAecLayerStandard AcCmTransparency AcXRefLayerPropertyOverride x16114T RTN TB|LBS SIG AcXRefLayerPropertyOverride x16114T RTN TB|SH-TBLK-TITL-TXT AcXRefLayerPropertyOverride
x16114T RTN TB|SH-TBLK-GRPH-SYM AcXRefLayerPropertyOverride x16114T RTN TB|SH-TBLK-ATTR-TXT AcXRefLayerPropertyOverride x16114T RTN TB|SH-TBLK-TITL-LIN AcXRefLayerPropertyOverride x16114T
RTN TB|SH-TBLK-2234-LIN AcAecLayerStandard AcCmTransparency SHM AcAecLayerStandard AcCmTransparency SH-TBLK-LOGO-SYM AcCmTransparency AcAecLayerStandard SHEET TEXT C-ANNO-TEXT 0-XREF
AcCmTransparency AcAecLayerStandard Property Dimensions V-PROP-BNDY-DIMS AcAecLayerStandard AcCmTransparency RDW ACAD_GEOGRAPHICDATA ACAD_LAYOUTSELFREF ACAD_SORTENTS *Model_Space ACAD_LAYOUTSELFREF
*Paper_Space DATUM *X1 _ClosedBlank ACAD_SORTENTS A$C27512EBB ACAD_SORTENTS A$C5BAA2B0C x16114T RTN TB ACAD_SORTENTS SHM-Stamp ACAD_SORTENTS AcDbDynamicBlockGUID {E8DE0DC6-A1D2-0E41-AA14-06F291A8349
D} SHM-Sig _Integral ACAD_SORTENTS corelogo ACAD_ENHANCEDBLOCK ACAD_SORTENTS AcDbDynamicBlockRoundTripPurgePreventer AcDbBlockRepETag AcDbDynamicBlockTrueName SURVEYOR STAMP AcDbDynamicBlockGUID
{149D3405-6D31-0641-80DE-9D6D2CDBC77B} SURVEYOR STAMP ACAD_SORTENTS AcDbBlockRepBTag 3FE7 *U11 ACAD_ENHANCEDBLOCK ACAD_SORTENTS AcDbDynamicBlockRoundTripPurgePreventer AcDbBlockRepETag
AcDbDynamicBlockTrueName SURVEYOR SIGNATURE AcDbDynamicBlockGUID {DB9CCD97-7570-2C4E-BA92-D037F35174E4} SURVEYOR SIGNATURE ACAD_SORTENTS AcDbBlockRepBTag 5442 *U13 ACAD_EXEMPT_FROM_CAD_STANDARDS
_AEC_GRIPS_NONE Standard ROMANS ACAD CG Times Times MONO AcadAnnotative AnnotativeData { } SIMP VERT.8 ACAD Tw Cen MT CORE1 ROMANC ACAD Arial ACAD_EXEMPT_FROM_CAD_STANDARDS DynamicDimensions
AcadAnnotative AnnotativeData { } ACAD Calibri Legend AcadAnnotative AnnotativeData { } ACAD Arial Arial AcadAnnotative AnnotativeData { } VERT .08 AcadAnnotative AnnotativeData { }
ARCH ByBlock ByLayer Continuous DASHED DASHED2 Standard ACAD_DSTYLE_DIMBREAK AcadAnnotative AnnotativeData { } ACAD_DSTYLE_DIMJAG ACAD_DSTYLE_DIMTALN Gap + Ft AcadAnnotative AnnotativeData
{ } ACAD_DSTYLE_DIMJAG ACAD_DSTYLE_DIMTALN Annotative ACAD_DSTYLE_DIMBREAK AcadAnnotative AnnotativeData { } ACAD_DSTYLE_DIMJAG ACAD_DSTYLE_DIMTALN Gap _ In ACAD_DSTYLE_DIMBREAK AcadAnnotative
AnnotativeData { } ACAD_DSTYLE_DIMJAG ACAD_DSTYLE_DIMTALN TYPICAL ACAD_DSTYLE_DIMJOGGED_JOGANGLE_SYMBOL AcadAnnotative AnnotativeData { } ACAD_DSTYLE_DIMJAG ACAD_DSTYLE_DIMTALN 40 Scale
ACAD_DSTYLE_DIMBREAK AcadAnnotative AnnotativeData { } ACAD_DSTYLE_DIMJAG ACAD_DSTYLE_DIMTALN Right of Way ACAD_DSTYLE_DIMBREAK AcadAnnotative AnnotativeData { } ACAD_DSTYLE_DIMJAG
ACAD_DSTYLE_DIMTALN Right of Way - Foot ACAD_DSTYLE_DIMBREAK AcadAnnotative AnnotativeData { } ACAD_DSTYLE_DIMJAG ACAD_DSTYLE_DIMTALN Right of Way - Tenth ACAD_DSTYLE_DIMBREAK AcadAnnotative
AnnotativeData { } ACAD_DSTYLE_DIMJAG ACAD_DSTYLE_DIMTALN Right of Way - Hundreth ACAD_DSTYLE_DIMBREAK AcadAnnotative AnnotativeData { } ACAD_DSTYLE_DIMJAG ACAD_DSTYLE_DIMTALN Survey
Dimension ACAD ADE DCO15 AcMapDMDisplayStyleRegapp MapGWS ACAD_MLEADERVER ACAD_EXEMPT_FROM_CAD_STANDARDS ACAD_NAV_VCDISPLAY AeccLand100 AeccUiQTO AeccUiQTOEntityPayItemData AeccUiQTOPayItemFilePath
AeccUiQTOPayItemCategoryFilePath AeccUiQTOFreqUsedPayItemsList AeccUiQTOPayItemFormulaFilePath AeccUiQTOPayItemSpecBookVersionFloridaDOT AeccUiQTOPayItemFormulaParameters AeccUiQTOPayItemFormulaExpr
ession AeccUiQTOTransportDesignerFileFloridaDOT AeccUiMgr AeccUiDataExchange AeccUiModel AcadAnnotative ACAD_DSTYLE_DIMJAG ACAD_DSTYLE_DIMTALN AcAecLayerStandard ACAD_PSEXT ACAD_DSTYLE_DIMJOGGED_JOGA
NGLE_SYMBOL AcadAnnoAV NCOPYBINDFROMWHICHDB ALLEGRO RAK ACAD_DSTYLE_DIM_LINETYPE ACAD_DSTYLE_DIM_EXT1_LINETYPE ACAD_DSTYLE_DIM_EXT2_LINETYPE ADE_PROJECTION MapManagementAppName AcDbAttr
ADCADD_ZZ SDSK_PMN SDSK_POINT civil_draft civil_line_table civil_curve_table civil_spiral_table SDI_XSECTIONS civil_point_table AECBASE DCA_FIGURE_XENT ICONTOOL_206_545-6877 RMAINSERT_206_545-6877
RMASCALE_206_545-6877 RMACOMMAND_206_545-6877 ABNSLEADERTOOLS AEC_DWGVARSSETUP_DATA CRDUTIL CARLSON_CTEXT ACAUTHENVIRON AcDbBlockRepETag AcDbDynamicBlockTrueName AcDbDynamicBlockGUID
AcDbBlockRepBTag ACAD_DSTYLE_DIMEXT_LENGTH ACAD_DSTYLE_DIMEXT_ENABLED ACAD_DSTYLE_DIMARC_LENGTH_SYMBOL ManulPointsAssociative AcCmTransparency LandFX AcLayerTools AeccLand70 ACAD_DSTYLE_DIMTEXT_FILL
PE_URL AcadAnnoPO ACAD_DSTYLE_DIMBREAK AeccLand120 AeccLand130 AcXRefLayerPropertyOverride PalladioXData ACAD_NAV_VCDISPLAY *Active ACAD_NAV_VCDISPLAY *Multiple ACAD_NAV_VCDISPLAY *Multiple
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_CIP_PREVIOUS_PRODUCT_INFO ACAD_COLOR ACAD_DETAILVIEWSTYLE ACAD_FIELDLIST ACAD_GROUP ACAD_IMAGE_DICT ACAD_LAST_SAVED_VERSION_INFO ACAD_LAYOUT ACAD_MATERIAL ACAD_MLEADERSTYLE ACAD_MLINESTYLE
ACAD_PLOTSETTINGS ACAD_PLOTSTYLENAME ACAD_POINTCLOUD_COLORMAP_DICT ACAD_RENDER_ACTIVE_RAPIDRT_SETTINGS ACAD_RENDER_RAPIDRT_SETTINGS ACAD_SCALELIST ACAD_SECTIONVIEWSTYLE ACAD_TABLESTYLE
ACAD_VISUALSTYLE AcDbVariableDictionary ADE_QUERY_LIBRARY AEC_CLASSIFICATION_SYSTEM_DEFS AEC_DISP_REP_CONFIGURATIONS AEC_DISP_REP_SETS AEC_DISP_REPS AEC_DISPLAY_PROPS_DEFAULTS AEC_LAYERKEY_STYLES
AEC_LIST_DEFINITIONS AEC_PROPERTY_FORMAT_DEFS AEC_PROPERTY_SET_DEFS AEC_VARS AECC_DATA_SOURCE AECC_LASTSAVED_APPVERSION ASE_INDEX_DICTIONARY Autodesk_MAP BNS_SELSET GFPROPERTYSETDEFS
Root {24DE2741-47F6-4298-B91B-737E814BAE3E} CIV3D 2024 Imperial24 {7A42093C-C51E-E141-A15F-6848B2C80F33} {CA1D95EA-4B9E-6C4E-89C6-1F1790F51485} {7A42093C-C51E-E141-A15F-6848B2C80F33}
\\core-file01\ACAD\2018\18242\Engineering\Asbuilt\Sheets\Phase 2\Titleblock -With Renton Seal.dwg Layout1 Model ByBlock ByLayer Global Standard Standard 22x34 Utility File 24x36 Utility
File ACAD_PSEXT KIP 6000 to FILE.pc3 KIP All-Other Systems File KIP Comment ACAD_PSEXT KIP 6000 to FILE.pc3 KIP All-Other Systems File KIP Comment Normal ACAD_POINTCLOUD_COLORMAP Coffee-Break
Quality High Low Lunch Quality Medium Overnight Quality *A1 *A10 *A11 *A12 *A13 *A14 *A15 *A16 *A17 *A18 *A19 *A2 *A3 *A4 *A5 *A6 *A7 *A8 *A9 A0 A1 A2 A3 A4 A5 A6 A7 A8 A9 B0 B1 B2
B3 B4 B5 B6 B7 B8 B9 C0 C1 C2 C3 C4 C5 C6 C7 C8 C9 D0 D1 D2 Imperial24 Legend Standard ACAD AcRTDxfName TABLESTYLE ACAD AcRTDxfName TABLESTYLE 2dWireframe 3D Hidden 3dWireframe 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 CANNOSCALE CMLEADERSTYLE CTABLESTYLE CVIEWDETAILSTYLE CVIEWSECTIONSTYLE DIMASSOC GEOMARKERVISIBILITY INDEXCTL LAYEREVAL LAYERNOTIFY LIGHTINGUNITS
MSLTSCALE PROJECTNAME SORTENTS TEXTJUSTIFY _CurrQry ADE02C001 { } { } { } Medium Detail Standard Elevation Model Model High Detail Model Low Detail Plan Plan Diagnostic Plan High Detail
Plan Low Detail Reflected AeccDbDispRepAppurtenance AeccDbDispRepAppurtenanceCSV AeccDbDispRepAutoCorridorFeatureLine AeccDbDispRepAutoCorridorFeatureLineProfile AeccDbDispRepAutoCorridorFeatureLine
Section AeccDbDispRepAutoFeatureLine AeccDbDispRepAutoFeatureLineCSV AeccDbDispRepAutoFeatureLineProfile AeccDbDispRepAutoFeatureLineSection AeccDbDispRepBSUtilConnector AeccDbDispRepBuildingSite
AeccDbDispRepCantDiagram AeccDbDispRepCatchmentArea AeccDbDispRepCSVStationSlider AeccDbDispRepFeatureLine AeccDbDispRepFeatureLineCSV AeccDbDispRepFeatureLineProfile AeccDbDispRepFeatureLineSection
AeccDbDispRepFitting AeccDbDispRepFittingCSV AeccDbDispRepGrading AeccDbDispRepGraph AeccDbDispRepGraphCrossSection AeccDbDispRepGraphMassHaulView AeccDbDispRepGraphProfile AeccDbDispRepGraphProfile
NetworkPart AeccDbDispRepGraphProfilePressurePart AeccDbDispRepGraphProfileTurnout AeccDbDispRepHydroRegion AeccDbDispRepInterference AeccDbDispRepInterferenceCheck AeccDbDispRepInterferenceCSV
AeccDbDispRepIntersection AeccDbDispRepMassHaulLine AeccDbDispRepMatchLine AeccDbDispRepMaterialSection AeccDbDispRepNetwork AeccDbDispRepPipe AeccDbDispRepPipeCSV AeccDbDispRepPressurePipe
AeccDbDispRepPressurePipeCSV AeccDbDispRepPressurePipeNetwork AeccDbDispRepProfileCrossing AeccDbDispRepProfileProjection AeccDbDispRepQuantityTakeoffAggregateTable AeccDbDispRepRehabWarningMarker
AeccDbDispRepSampleLine AeccDbDispRepSampleLineGroup AeccDbDispRepSection AeccDbDispRepSectionCorridor AeccDbDispRepSectionPipeNetwork AeccDbDispRepSectionPressurePipeNetwork AeccDbDispRepSectionPro
jection AeccDbDispRepSectionViewQuantityTakeoffTable AeccDbDispRepSheet AeccDbDispRepStructure AeccDbDispRepStructureCSV AeccDbDispRepSuperelevationDiagram AeccDbDispRepSurfaceGrid AeccDbDispRepSurfa
ceGridCSV AeccDbDispRepSurfaceTin AeccDbDispRepSurfaceTinCSV AeccDbDispRepTurnout AeccDbDispRepVAlignment AeccDbDispRepVAlignmentCSV AeccDbDispRepViewFrame AeccDbProfileViewBridgeAbutment
AeccDbProfileViewBridgeDeck AeccDbProfileViewBridgeFeature AeccDbProfileViewBridgeFoundation AeccDbProfileViewBridgeGenericObj AeccDbProfileViewBridgeGirder AeccDbProfileViewBridgePier
AeccDbViewAlignment AeccDbViewAlignmentCantInfoLabel AeccDbViewAlignmentCantLabeling AeccDbViewAlignmentCSV AeccDbViewAlignmentCurveLabel AeccDbViewAlignmentDesignSpeedLabeling AeccDbViewAlignmentGe
omPointLabeling AeccDbViewAlignmentIndexedPILabel AeccDbViewAlignmentMinorStationLabeling AeccDbViewAlignmentPILabel AeccDbViewAlignmentPILabeling AeccDbViewAlignmentSpiralLabel AeccDbViewAlignmentSt
aEquLabeling AeccDbViewAlignmentStationLabeling AeccDbViewAlignmentSuperelevationLabeling AeccDbViewAlignmentTable AeccDbViewAlignmentTangentLabel AeccDbViewAlignmentVAGeomPointLabeling
AeccDbViewAppurtenanceLabel AeccDbViewAppurtenanceProfileLabel AeccDbViewAppurtenanceSectionLabel AeccDbViewAssembly AeccDbViewBridgeAbutment AeccDbViewBridgeAbutmentLabeling AeccDbViewBridgeDeck
AeccDbViewBridgeDeckLabeling AeccDbViewBridgeFeature AeccDbViewBridgeFoundation AeccDbViewBridgeFoundationLabeling AeccDbViewBridgeGenericObj AeccDbViewBridgeGenericObjLabeling AeccDbViewBridgeGirde
r AeccDbViewBridgeGirderGroupLabeling AeccDbViewBridgeGirderLabeling AeccDbViewBridgePier AeccDbViewBridgePierLabeling AeccDbViewCantBandLabeling AeccDbViewCatchmentAreaLabel AeccDbViewCogoBandLabeli
ng AeccDbViewContour AeccDbViewCorridor AeccDbViewCrossingPipeProfileLabel AeccDbViewCrossingPressurePipeProfileLabel AeccDbViewCurveScheduleTable AeccDbViewDistanceBandLabeling AeccDbViewFace
AeccDbViewFaceScheduleTable AeccDbViewFeature AeccDbViewFeatureLabel AeccDbViewFittingLabel AeccDbViewFittingProfileLabel AeccDbViewFittingSectionLabel AeccDbViewFlowSegmentLabel AeccDbViewGeneralLa
bel AeccDbViewHorizontalGeometryBandLabeling AeccDbViewIntersectionLocationLabel AeccDbViewLabeling AeccDbViewLegendScheduleTable AeccDbViewLineBetweenPointsLabel AeccDbViewLotLine AeccDbViewLotLineC
SV AeccDbViewLotLineScheduleTable AeccDbViewMatchLineLabeling AeccDbViewNoteLabel AeccDbViewOffsetElevLabel AeccDbViewParcelBoundary AeccDbViewParcelFaceLabel AeccDbViewParcelSegmentLabel
AeccDbViewParcelSegmentTable AeccDbViewPipeAndStructureTable AeccDbViewPipeLabel AeccDbViewPipeNetworkBandLabeling AeccDbViewPipeProfileLabel AeccDbViewPipeSectionLabel AeccDbViewPoint
AeccDbViewPointEnt AeccDbViewPointGroup AeccDbViewPointScheduleTable AeccDbViewPressureNetworkBandLabeling AeccDbViewPressurePartTable AeccDbViewPressurePipeLabel AeccDbViewPressurePipeProfileLabel
AeccDbViewPressurePipeSectionLabel AeccDbViewProfileCrossingLabeling AeccDbViewProfileDataBandLabeling AeccDbViewProfileProjectionLabeling AeccDbViewProfileViewDepthLabel AeccDbViewRehabNoteLabel
AeccDbViewRightofWay AeccDbViewSampleLineLabeling AeccDbViewSectionalDataBandLabeling AeccDbViewSectionCorridorPointLabeling AeccDbViewSectionCrossingLabeling AeccDbViewSectionDataBandLabeling
AeccDbViewSectionGradeBreakLabeling AeccDbViewSectionMinorOffsetLabeling AeccDbViewSectionOffsetLabeling AeccDbViewSectionProjectionLabeling AeccDbViewSectionSegmentBandLabeling AeccDbViewSectionSeg
mentLabeling AeccDbViewSectionViewDepthLabel AeccDbViewSpanningPipeLabel AeccDbViewSpanningPipeProfileLabel AeccDbViewSpanningPressurePipeLabel AeccDbViewSpanningPressurePipeProfileLabel
AeccDbViewSpeedBandLabeling AeccDbViewStaElevLabel AeccDbViewStaOffsetLabel AeccDbViewStructureLabel AeccDbViewStructureProfileLabel AeccDbViewStructureSectionLabel AeccDbViewSubassembly
AeccDbViewSuperElevationBandLabeling AeccDbViewSurfaceContourLabeling AeccDbViewSurfaceElevLabel AeccDbViewSurfaceSlopeLabel AeccDbViewSvFigure AeccDbViewSvFigureCSV AeccDbViewSvFigureLabel
AeccDbViewSvFigureProfile AeccDbViewSvFigureSection AeccDbViewSvFigureSegmentLabel AeccDbViewSvNetwork AeccDbViewTangentIntersectionTable AeccDbViewTurnoutCriticalPointsLabel AeccDbViewTurnoutCritic
alPointsLabelProfile AeccDbViewTurnoutDimensionLabelPlan AeccDbViewTurnoutDimensionLabelProfile AeccDbViewTurnoutLabel AeccDbViewTurnoutLabelProfile AeccDbViewVAlignmentCrestCurveLabeling
AeccDbViewVAlignmentHAGeomPointLabeling AeccDbViewVAlignmentLineLabeling AeccDbViewVAlignmentMinorStationLabeling AeccDbViewVAlignmentPVILabeling AeccDbViewVAlignmentSagCurveLabeling
AeccDbViewVAlignmentStationLabeling AeccDbViewVerticalGeometryBandLabeling AeccDbViewViewFrameLabeling AeccuDbDispRepColBlock AeccuDbDispRepColCircArc2d AeccuDbDispRepColConCoincident
AeccuDbDispRepColConConcentric AeccuDbDispRepColConEqualDistance AeccuDbDispRepColConMidpoint AeccuDbDispRepColConnector AeccuDbDispRepColConNormal AeccuDbDispRepColConParallel AeccuDbDispRepColConP
erpendicular AeccuDbDispRepColConSymmetric AeccuDbDispRepColConTangent AeccuDbDispRepColDimAngle AeccuDbDispRepColDimDiameter AeccuDbDispRepColDimDistance AeccuDbDispRepColDimLength
AeccuDbDispRepColDimMajorRadius AeccuDbDispRepColDimMinorRadius AeccuDbDispRepColDimRadius AeccuDbDispRepColEllipArc2d AeccuDbDispRepColLayoutData AeccuDbDispRepColLine2d AeccuDbDispRepColModAdd
AeccuDbDispRepColModCutPlane AeccuDbDispRepColModExtrusion AeccuDbDispRepColModGroup AeccuDbDispRepColModPath AeccuDbDispRepColModSubtract AeccuDbDispRepColModTransition AeccuDbDispRepColPoint2d
AeccuDbDispRepColProfile AeccuDbDispRepColWorkPlane AeccuDbDispRepColWorkPlaneRef AeccViewGrade AecCvViewSection AecDbDispRep2dSection AecDbDispRepAnchor AecDbDispRepAnchorBubToGrid
AecDbDispRepAnchorBubToGridMdl AecDbDispRepAnchorBubToGridRcp AecDbDispRepAnchorEntToNode AecDbDispRepAnchorExtendedTagToEnt AecDbDispRepAnchorTagToEnt AecDbDispRepBdgElevLineModel
AecDbDispRepBdgElevLinePlan AecDbDispRepBdgElevLinePlan100 AecDbDispRepBdgElevLinePlan50 AecDbDispRepBdgElevLineRcp AecDbDispRepBdgSectionLineModel AecDbDispRepBdgSectionLinePlan AecDbDispRepBdgSect
ionLinePlan100 AecDbDispRepBdgSectionLinePlan50 AecDbDispRepBdgSectionLineRcp AecDbDispRepBdgSectionModel AecDbDispRepBdgSectionSubDiv AecDbDispRepCeilingGrid AecDbDispRepCeilingGridModel
AecDbDispRepCeilingGridPlan100 AecDbDispRepCeilingGridPlan50 AecDbDispRepCeilingGridRcp AecDbDispRepClipVolModel AecDbDispRepClipVolPlan AecDbDispRepClipVolResSubDiv AecDbDispRepClipVolResult
AecDbDispRepColumnGrid AecDbDispRepColumnGridModel AecDbDispRepColumnGridPlan100 AecDbDispRepColumnGridPlan50 AecDbDispRepColumnGridRcp AecDbDispRepCurtainWallLayoutModel AecDbDispRepCurtainWallLayo
utPlan AecDbDispRepCurtainWallLayoutPlan100 AecDbDispRepCurtainWallLayoutPlan50 AecDbDispRepCurtainWallUnitModel AecDbDispRepCurtainWallUnitPlan AecDbDispRepCurtainWallUnitPlan100 AecDbDispRepCurtain
WallUnitPlan50 AecDbDispRepDimGroupPlan AecDbDispRepDimGroupPlan100 AecDbDispRepDimGroupPlan50 AecDbDispRepDisplayTheme AecDbDispRepDoorElev AecDbDispRepDoorModel AecDbDispRepDoorNominal
AecDbDispRepDoorPlan AecDbDispRepDoorPlan50 AecDbDispRepDoorPlanHekto AecDbDispRepDoorRcp AecDbDispRepDoorThresholdPlan AecDbDispRepDoorThresholdSymbolPlan AecDbDispRepEditInPlaceProfile
AecDbDispRepEntRef AecDbDispRepLayoutCurve AecDbDispRepLayoutGrid2d AecDbDispRepLayoutGrid3d AecDbDispRepMaskBlockRef AecDbDispRepMaskBlockRefRcp AecDbDispRepMassElemModel AecDbDispRepMassElemPlan10
0 AecDbDispRepMassElemPlan50 AecDbDispRepMassElemRcp AecDbDispRepMassElemSchem AecDbDispRepMassGroupModel AecDbDispRepMassGroupPlan AecDbDispRepMassGroupPlan100 AecDbDispRepMassGroupPlan50
AecDbDispRepMassGroupRcp AecDbDispRepMaterial AecDbDispRepMvBlockRef AecDbDispRepMvBlockRef$Plan AecDbDispRepMvBlockRefModel AecDbDispRepMvBlockRefPlan100 AecDbDispRepMvBlockRefPlan50
AecDbDispRepMvBlockRefRcp AecDbDispRepOpening AecDbDispRepOpeningModel AecDbDispRepOpeningPlan100 AecDbDispRepOpeningPlan50 AecDbDispRepOpeningPlanReflected AecDbDispRepOpeningSillPlan
AecDbDispRepPolygonModel AecDbDispRepPolygonTrueColour AecDbDispRepRailingModel AecDbDispRepRailingPlan AecDbDispRepRailingPlan100 AecDbDispRepRailingPlan50 AecDbDispRepRoofModel AecDbDispRepRoofPla
n AecDbDispRepRoofPlan100 AecDbDispRepRoofPlan50 AecDbDispRepRoofRcp AecDbDispRepRoofSlabModel AecDbDispRepRoofSlabPlan AecDbDispRepRoofSlabPlan100 AecDbDispRepRoofSlabPlan50 AecDbDispRepScheduleTabl
e AecDbDispRepSlabModel AecDbDispRepSlabPlan AecDbDispRepSlabPlan100 AecDbDispRepSlabPlan50 AecDbDispRepSlice AecDbDispRepSpaceDecomposed 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
AecDbDispRepZone AecDbDispRepZonePlan100 AecDbDispRepZonePlan50 AecsDbDispRepMemberElevationDesign AecsDbDispRepMemberElevationDetail AecsDbDispRepMemberLogical AecsDbDispRepMemberModelDesign
AecsDbDispRepMemberModelDetail 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 *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 AIA (256 Color) GradingType PondType SlopeConstraintType
Standard AEC_CLASSIFICATIONS AlignedEdge BendLine BoundedPoint BuildingPad Curb DrainLine ElevationOffset ExclusionZone LowPoint Pond RetainingWall Unclassified Zone AEC_CLASSIFICATIONS
Dry Wet AEC_CLASSIFICATIONS Customize NoSlope UseGlobal GradingObjects-Degree GradingObjects-Length GradingObjects-Percentage GradingObjects-RunOverRise GradingObjects-Toggle GradingObjects-Volume
Standard AEC_VARS_ARCHBASE AEC_VARS_CIVILSETUP AEC_VARS_DWG_SETUP AECMX_VARS_MUNICH AEC_DWGSETUP_SYNC_INSUNITS AecDeprecationHistory 0 AecBase80 AecbBldSrv80 ACAD AcRTDxfName AEC_VARS_DWG_SETUP
DCO15 ASEBlockHierarchyIndexRecord MapGWS C:\ProgramData\Autodesk\C3D 2024\MapCache\Titleblock -With Renton SealGWS1732561820.xml AcMapDMStylizedEntities AcMapResourceManager MAP_DISPLAY_CUSTOMOBJ_R
EG_TABLE MAP_DISPLAY_MANAGEMENT_DICTIONARY MAP_DISPLAY_STYLELIBRARY_DICTIONARY MAP_RESOURCE_VERSION_MANAGEMENT_DICTIONARY ACAD AcRTDxfName DMMAPMANAGER ACAD AcRTDxfName DMSTYLELIBRARY
BNS_SS01 BNS_SS02 ACAD AcRTDxfName AECC_TREE_NODE AcRTDxfName AECC_TREE_NODE AcRTDxfName AECC_TREE_NODE 01_05_2018-15_15_55 01_05_2018-15_15_56 01_09_2018-16_36_40 01_09_2018-16_36_41
01_09_2018-16_36_42 01_16_2018-14_46_59 01_24_2018-16_30_26 01_24_2018-16_30_27 01_24_2018-17_50_31 01_24_2018-17_50_32 01_24_2018-17_50_33 01_24_2018-18_18_38 01_24_2018-18_18_39 01_24_2018-18_29_1
5 01_24_2018-18_29_16 01_24_2018-18_29_17 01_26_2021-19_06_13 01_26_2021-19_06_14 01_28_2020-16_15_50 01_28_2020-16_15_51 01_28_2020-16_15_52 01_28_2021-22_45_11 01_28_2021-22_45_12
01_29_2018-21_53_20 01_29_2018-21_53_21 01_31_2018-15_29_13 01_31_2018-15_29_14 01_31_2018-15_29_15 01_31_2020-15_32_23 01_31_2020-15_32_24 01_31_2020-15_32_25 02_01_2018-18_54_37 02_01_2018-18_54_3
8 02_08_2022-21_36_30 02_08_2022-21_36_31 02_24_2020-19_46_49 02_24_2020-19_46_50 02_24_2020-19_46_51 03_01_2018-20_39_53 03_01_2018-20_39_54 03_07_2017-23_57_17 03_07_2017-23_57_18
03_07_2017-23_57_19 03_07_2018-00_43_41 03_07_2018-00_43_42 03_15_2018-21_05_16 03_16_2018-22_28_01 03_16_2018-22_28_02 03_20_2020-21_31_37 03_20_2020-21_31_38 03_20_2020-21_31_39 03_20_2020-22_46_4
6 03_20_2020-22_46_47 03_20_2020-22_46_48 03_20_2020-22_46_49 03_21_2019-23_03_26 03_21_2019-23_03_27 03_21_2019-23_03_28 03_21_2019-23_03_29 03_22_2019-14_28_49 03_22_2019-14_28_50
03_22_2019-14_28_51 03_22_2019-14_35_26 03_22_2019-14_35_27 03_22_2019-14_35_28 03_22_2019-14_35_29 03_22_2019-14_37_39 03_22_2019-14_37_40 03_22_2019-14_37_41 03_22_2019-14_37_42 03_22_2019-23_25_4
5 03_22_2019-23_25_46 03_22_2019-23_25_47 03_29_2018-16_38_09 03_29_2018-16_38_10 03_29_2018-16_38_11 03_31_2022-16_04_31 04_09_2018-19_37_09 04_09_2018-19_37_10 04_14_2020-04_08_07
04_14_2020-04_08_08 04_14_2020-04_08_09 04_16_2024-20_59_22 04_19_2018-16_58_23 04_19_2018-16_58_24 04_19_2018-16_58_25 04_22_2019-16_03_15 04_22_2019-16_03_16 04_22_2019-16_03_17 04_22_2019-16_03_1
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Autodesk Civil 3D 1352_20211026_0244 ACAD-5100:409 DATE: FIELDBOOK: DRAWING NO: PAGE: SHEET: OF: SCALE: DESIGNED: DRAWN: CHECKED: APPROVED: NO. REVISION BY DATE APPR SURVEYED:
VERTICAL: NAVD 1988 IF NOT ONE INCH ONE INCH AT FULL SCALE HORIZONTAL: NAD 1983/1991 SCALE ACCORDINGLY RDW SHM SES SHM SHM JAN. 2022 10 JPB KMP PARKING LOT EXPANSION SWANSON GARDNER
MEYER IN COMPLIANCE WITH CITY OF RENTON STANDARDS Planning/Building/Public Works Dept. CITY OF RENTON ACAD OLEBEGIN OLEEND ACAD_FIELD AcDbContextDataManager TEXT ACDB_ANNOTATIONSCALES
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S AcadAnnotative AnnotativeData { } PROJECT NO. 18242 AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCKDATA 1 RDW AcDbBlockRepresentation AcDbRepData AppDataCache ACAD_ENHANCEDBLOCK
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{ { } } ACAD HATCH { ANSI31 } ACAD HATCH { ANSI31 } DATUM JOSHUA PENNINGTON BEARD CERTIFICATE NO. 938 STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT 41846 S H I N G T O N S T A
T E O F W A S I G E R D E R E T L A N O I S S E F O R P R E E I G N E N S H R I E H I D K O M U R A T A E 11-20-24 D E S I G N SOLID SOLID 12100 NE 195th St, Suite 300 Bothell, Washington
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4365 AcDbBlockRepETag 4366 AcDbBlockRepETag 4367 AcDbBlockRepETag 4368 AcDbBlockRepETag 4369 AcDbBlockRepETag 436A AcDbBlockRepETag 436B AcDbBlockRepETag 436C AcDbBlockRepETag 436D
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4376 AcDbBlockRepETag 4377 AcDbBlockRepETag 4378 AcDbBlockRepETag 4379 AcDbBlockRepETag 437A AcDbBlockRepETag 437B AcDbBlockRepETag 437C AcDbBlockRepETag 437D AcDbBlockRepETag 437E
AcDbBlockRepETag 437F AcDbBlockRepETag 4380 AcDbBlockRepETag 4381 AcDbBlockRepETag 4382 AcDbBlockRepETag 4383 AcDbBlockRepETag 4384 AcDbBlockRepETag 4385 AcDbBlockRepETag 4386 AcDbBlockRepETag
4387 AcDbBlockRepETag 4388 AcDbBlockRepETag 4389 AcDbBlockRepETag 438A AcDbBlockRepETag 438B AcDbBlockRepETag 438C AcDbBlockRepETag 438D AcDbBlockRepETag 438E AcDbBlockRepETag 438F
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AcDbBlockRepETag 43A1 AcDbBlockRepETag 43A2 AcDbBlockRepETag 43A3 AcDbBlockRepETag 43A4 AcDbBlockRepETag 43A5 AcDbBlockRepETag 43A6 AcDbBlockRepETag 43A7 AcDbBlockRepETag 43A8 AcDbBlockRepETag
43A9 AcDbBlockRepETag 43AA AcDbBlockRepETag 43AB AcDbBlockRepETag 43AC AcDbBlockRepETag 43AD AcDbBlockRepETag 43AE AcDbBlockRepETag 43AF AcDbBlockRepETag 43B0 AcDbBlockRepETag 43B1
AcDbBlockRepETag 43B2 AcDbBlockRepETag 43B3 AcDbBlockRepETag 43B4 AcDbBlockRepETag 43B5 AcDbBlockRepETag 43B6 AcDbBlockRepETag 43B7 AcDbBlockRepETag 43B8 AcDbBlockRepETag 43B9 AcDbBlockRepETag
43BA AcDbBlockRepETag 43BB AcDbBlockRepETag 43BC AcDbBlockRepETag 43BD AcDbBlockRepETag 43BE AcDbBlockRepETag 43BF AcDbBlockRepETag 43C0 AcDbBlockRepETag 43C1 AcDbBlockRepETag 43C2
AcDbBlockRepETag 43C3 AcDbBlockRepETag 43C4 AcDbBlockRepETag 43C5 AcDbBlockRepETag 43C6 AcDbBlockRepETag 43C7 AcDbBlockRepETag 43C8 AcDbBlockRepETag 43C9 AcDbBlockRepETag 43CA AcDbBlockRepETag
43CB AcDbBlockRepETag 43CC AcDbBlockRepETag 43CD AcDbBlockRepETag 43CE AcDbBlockRepETag 43CF AcDbBlockRepETag 43D0 AcDbBlockRepETag 43D1 AcDbBlockRepETag 43D2 AcDbBlockRepETag 43D3
AcDbBlockRepETag 43D4 AcDbBlockRepETag 43D5 AcDbBlockRepETag 43D6 AcDbBlockRepETag 43D7 AcDbBlockRepETag 43D8 AcDbBlockRepETag 43D9 AcDbBlockRepETag 43DA AcDbBlockRepETag 43DB AcDbBlockRepETag
43DC AcDbBlockRepETag 43DD AcDbBlockRepETag 43DE AcDbBlockRepETag 43DF AcDbBlockRepETag 43E0 AcDbBlockRepETag 43E1 AcDbBlockRepETag 43E2 AcDbBlockRepETag 43E3 AcDbBlockRepETag 43E4
AcDbBlockRepETag 43E5 AcDbBlockRepETag 43E6 AcDbBlockRepETag 43E7 AcDbBlockRepETag 43E8 AcDbBlockRepETag 43E9 AcDbBlockRepETag 43EA AcDbBlockRepETag 43EB AcDbBlockRepETag 43EC AcDbBlockRepETag
43ED AcDbBlockRepETag 43EE AcDbBlockRepETag 43EF AcDbBlockRepETag 43F0 AcDbBlockRepETag 43F1 AcDbBlockRepETag 43F2 AcDbBlockRepETag 43F3 AcDbBlockRepETag 43F4 AcDbBlockRepETag 43F5
AcDbBlockRepETag 43F6 AcDbBlockRepETag 43F7 AcDbBlockRepETag 43F8 AcDbBlockRepETag 43F9 AcDbBlockRepETag 43FA AcDbBlockRepETag 43FB AcDbBlockRepETag 43FC AcDbBlockRepETag 43FD AcDbBlockRepETag
43FE AcDbBlockRepETag 43FF AcDbBlockRepETag 4400 AcDbBlockRepETag 4401 AcDbBlockRepETag 4402 AcDbBlockRepETag 4403 AcDbBlockRepETag 4404 AcDbBlockRepETag 4405 AcDbBlockRepETag 4406
AcDbBlockRepETag 4407 AcDbBlockRepETag 4408 AcDbBlockRepETag 4409 AcDbBlockRepETag 440A AcDbBlockRepETag 440B AcDbBlockRepETag 440C AcDbBlockRepETag 440D AcDbBlockRepETag 440E AcDbBlockRepETag
440F AcDbBlockRepETag 4410 AcDbBlockRepETag 4411 AcDbBlockRepETag 4412 AcDbBlockRepETag 4413 AcDbBlockRepETag 4414 AcDbBlockRepETag 4415 AcDbBlockRepETag 4416 AcDbBlockRepETag 4417
AcDbBlockRepETag 4418 AcDbBlockRepETag 4419 AcDbBlockRepETag 441A AcDbBlockRepETag 441B AcDbBlockRepETag 441C AcDbBlockRepETag 441D AcDbBlockRepETag 441E AcDbBlockRepETag 441F AcDbBlockRepETag
4420 AcDbBlockRepETag 4421 AcDbBlockRepETag 4422 AcDbBlockRepETag 4423 AcDbBlockRepETag 4424 AcDbBlockRepETag 4425 AcDbBlockRepETag 4426 AcDbBlockRepETag 4427 AcDbBlockRepETag 4428
AcDbBlockRepETag 4429 AcDbBlockRepETag 442A AcDbBlockRepETag 442B AcDbBlockRepETag 442C AcDbBlockRepETag 442D AcDbBlockRepETag 442E AcDbBlockRepETag 442F AcDbBlockRepETag 4430 AcDbBlockRepETag
4431 AcDbBlockRepETag 4432 AcDbBlockRepETag 4433 AcDbBlockRepETag 4434 AcDbBlockRepETag 4435 AcDbBlockRepETag 4436 AcDbBlockRepETag 4437 AcDbBlockRepETag 4438 AcDbBlockRepETag 4439
AcDbBlockRepETag 443A AcDbBlockRepETag 443B AcDbBlockRepETag 443C AcDbBlockRepETag 443D AcDbBlockRepETag 443E AcDbBlockRepETag 443F AcDbBlockRepETag 4440 AcDbBlockRepETag 4441 AcDbBlockRepETag
4442 AcDbBlockRepETag 4443 AcDbBlockRepETag 4444 AcDbBlockRepETag 4445 AcDbBlockRepETag 4446 AcDbBlockRepETag 4447 AcDbBlockRepETag 4448 AcDbBlockRepETag 4449 AcDbBlockRepETag 444A
AcDbBlockRepETag 444B AcDbBlockRepETag 444C AcDbBlockRepETag 444D AcDbBlockRepETag 444E AcDbBlockRepETag 444F AcDbBlockRepETag 4450 AcDbBlockRepETag 4451 AcDbBlockRepETag 4452 AcDbBlockRepETag
4453 AcDbBlockRepETag 4454 AcDbBlockRepETag 4455 AcDbBlockRepETag 4456 AcDbBlockRepETag 4457 AcDbBlockRepETag 4458 AcDbBlockRepETag 4459 AcDbBlockRepETag 445A AcDbBlockRepETag 445B
AcDbBlockRepETag 445C AcDbBlockRepETag 445D AcDbBlockRepETag 445E AcDbBlockRepETag 445F AcDbBlockRepETag 4460 AcDbBlockRepETag 4461 AcDbBlockRepETag 4462 AcDbBlockRepETag 4463 AcDbBlockRepETag
4464 AcDbBlockRepETag 4465 AcDbBlockRepETag 4466 AcDbBlockRepETag 4467 AcDbBlockRepETag 4468 AcDbBlockRepETag 4469 AcDbBlockRepETag 446A AcDbBlockRepETag 446B AcDbBlockRepETag 446C
AcDbBlockRepETag 446D AcDbBlockRepETag 446E AcDbBlockRepETag 446F AcDbBlockRepETag 4470 AcDbBlockRepETag 4471 AcDbBlockRepETag 4472 AcDbBlockRepETag 4473 AcDbBlockRepETag 4474 AcDbBlockRepETag
4475 AcDbBlockRepETag 4476 AcDbBlockRepETag 4477 AcDbBlockRepETag 4478 AcDbBlockRepETag 4479 AcDbBlockRepETag 447A AcDbBlockRepETag 447B AcDbBlockRepETag 447C AcDbBlockRepETag 447D
AcDbBlockRepETag 447E AcDbBlockRepETag 447F AcDbBlockRepETag 4480 AcDbBlockRepETag 4481 AcDbBlockRepETag 4482 AcDbBlockRepETag 4483 AcDbBlockRepETag 4484 AcDbBlockRepETag 4485 AcDbBlockRepETag
4486 AcDbBlockRepETag 4487 AcDbBlockRepETag 4488 AcDbBlockRepETag 4489 AcDbBlockRepETag 448A AcDbBlockRepETag 448B AcDbBlockRepETag 448C AcDbBlockRepETag 448D AcDbBlockRepETag 448E
AcDbBlockRepETag 448F AcDbBlockRepETag 4490 AcDbBlockRepETag 4491 AcDbBlockRepETag 4492 AcDbBlockRepETag 4493 AcDbBlockRepETag 4494 AcDbBlockRepETag 4495 AcDbBlockRepETag 4496 AcDbBlockRepETag
4497 AcDbBlockRepETag 4498 AcDbBlockRepETag 4499 AcDbBlockRepETag 449A AcDbBlockRepETag 449B AcDbBlockRepETag 449C AcDbBlockRepETag 449D AcDbBlockRepETag 449E AcDbBlockRepETag 449F
AcDbBlockRepETag 44A0 AcDbBlockRepETag 44A1 AcDbBlockRepETag 44A2 AcDbBlockRepETag 44A3 AcDbBlockRepETag 44A4 AcDbBlockRepETag 44A5 AcDbBlockRepETag 44A6 AcDbBlockRepETag 44A7 AcDbBlockRepETag
44A8 AcDbBlockRepETag 44A9 AcDbBlockRepETag 44AA AcDbBlockRepETag 44AB AcDbBlockRepETag 44AC AcDbBlockRepETag 44AD AcDbBlockRepETag 44AE AcDbBlockRepETag 44AF AcDbBlockRepETag 44B0
AcDbBlockRepETag 44B1 AcDbBlockRepETag 44B2 AcDbBlockRepETag 44B3 AcDbBlockRepETag 44B4 AcDbBlockRepETag 44B5 AcDbBlockRepETag 44B6 AcDbBlockRepETag 44B7 AcDbBlockRepETag 44B8 AcDbBlockRepETag
44B9 AcDbBlockRepETag 44BA AcDbBlockRepETag 44BB AcDbBlockRepETag 44BC AcDbBlockRepETag 44BD AcDbBlockRepETag 44BE AcDbBlockRepETag 44BF AcDbBlockRepETag 44C0 AcDbBlockRepETag 44C1
AcDbBlockRepETag 44C2 AcDbBlockRepETag 44C3 AcDbBlockRepETag 44C4 AcDbBlockRepETag 44C5 AcDbBlockRepETag 44C6 AcDbBlockRepETag 44C7 AcDbBlockRepETag 44C8 AcDbBlockRepETag 44C9 AcDbBlockRepETag
44CA AcDbBlockRepETag 44CB AcDbBlockRepETag 44CC AcDbBlockRepETag 44CD AcDbBlockRepETag 44CE AcDbBlockRepETag 44CF AcDbBlockRepETag 44D0 AcDbBlockRepETag 44D1 AcDbBlockRepETag 44D2
AcDbBlockRepETag 44D3 AcDbBlockRepETag 44D4 AcDbBlockRepETag 44D5 AcDbBlockRepETag 44D6 AcDbBlockRepETag 44D7 AcDbBlockRepETag 44D8 AcDbBlockRepETag 44D9 AcDbBlockRepETag 44DA AcDbBlockRepETag
44DB AcDbBlockRepETag 44DC AcDbBlockRepETag 44DD AcDbBlockRepETag 44DE AcDbBlockRepETag 44DF AcDbBlockRepETag 44E0 AcDbBlockRepETag 44E1 AcDbBlockRepETag 44E2 AcDbBlockRepETag 44E3
AcDbBlockRepETag 44E4 AcDbBlockRepETag 44E5 AcDbBlockRepETag 44E6 AcDbBlockRepETag 44E7 AcDbBlockRepETag 44E8 AcDbBlockRepETag 44E9 AcDbBlockRepETag 44EA AcDbBlockRepETag 44EB AcDbBlockRepETag
44EC AcDbBlockRepETag 44ED AcDbBlockRepETag 44EE AcDbBlockRepETag 44EF AcDbBlockRepETag 44F0 AcDbBlockRepETag 44F1 AcDbBlockRepETag 44F2 AcDbBlockRepETag 44F3 AcDbBlockRepETag 44F4
AcDbBlockRepETag 44F5 AcDbBlockRepETag 44F6 AcDbBlockRepETag 44F7 AcDbBlockRepETag 44F8 AcDbBlockRepETag 44F9 AcDbBlockRepETag 44FA AcDbBlockRepETag 44FB AcDbBlockRepETag 44FC AcDbBlockRepETag
44FD AcDbBlockRepETag 44FE AcDbBlockRepETag 44FF AcDbBlockRepETag 4500 AcDbBlockRepETag 4501 AcDbBlockRepETag 4502 AcDbBlockRepETag 4503 AcDbBlockRepETag 4504 AcDbBlockRepETag 4505
AcDbBlockRepETag 4506 AcDbBlockRepETag 4507 AcDbBlockRepETag 4508 AcDbBlockRepETag 4509 AcDbBlockRepETag 450A AcDbBlockRepETag 450B AcDbBlockRepETag 450C AcDbBlockRepETag 450D AcDbBlockRepETag
450E AcDbBlockRepETag 450F AcDbBlockRepETag 4510 AcDbBlockRepETag 4511 AcDbBlockRepETag 4512 AcDbBlockRepETag 4513 AcDbBlockRepETag 4514 AcDbBlockRepETag 4515 AcDbBlockRepETag 4516
AcDbBlockRepETag 4517 AcDbBlockRepETag 4518 AcDbBlockRepETag 4519 AcDbBlockRepETag 451A AcDbBlockRepETag 451B AcDbBlockRepETag 451C AcDbBlockRepETag 451D AcDbBlockRepETag 451E AcDbBlockRepETag
451F AcDbBlockRepETag 4520 AcDbBlockRepETag 4521 AcDbBlockRepETag 4522 AcDbBlockRepETag 4523 AcDbBlockRepETag 4524 AcDbBlockRepETag 4525 AcDbBlockRepETag 4526 AcDbBlockRepETag 4527
AcDbBlockRepETag 4528 AcDbBlockRepETag 4529 AcDbBlockRepETag 452A AcDbBlockRepETag 452B AcDbBlockRepETag 452C AcDbBlockRepETag 452D AcDbBlockRepETag 452E AcDbBlockRepETag 452F AcDbBlockRepETag
4530 AcDbBlockRepETag 4531 AcDbBlockRepETag 4532 AcDbBlockRepETag 4533 AcDbBlockRepETag 4534 AcDbBlockRepETag 4535 AcDbBlockRepETag 4536 AcDbBlockRepETag 4537 AcDbBlockRepETag 4538
AcDbBlockRepETag 4539 AcDbBlockRepETag 453A AcDbBlockRepETag 453B AcDbBlockRepETag 453C AcDbBlockRepETag 453D AcDbBlockRepETag 453E AcDbBlockRepETag 453F AcDbBlockRepETag 4540 AcDbBlockRepETag
4541 AcDbBlockRepETag 4542 AcDbBlockRepETag 4543 AcDbBlockRepETag 4544 AcDbBlockRepETag 4545 AcDbBlockRepETag 4546 AcDbBlockRepETag 4547 AcDbBlockRepETag 4548 AcDbBlockRepETag 4549
AcDbBlockRepETag 454A AcDbBlockRepETag 454B AcDbBlockRepETag 454C AcDbBlockRepETag 454D AcDbBlockRepETag 454E AcDbBlockRepETag 454F AcDbBlockRepETag 4550 AcDbBlockRepETag 4551 AcDbBlockRepETag
4552 AcDbBlockRepETag 4553 AcDbBlockRepETag 4554 AcDbBlockRepETag 4555 AcDbBlockRepETag 4556 AcDbBlockRepETag 4557 AcDbBlockRepETag 4558 AcDbBlockRepETag 4559 AcDbBlockRepETag 455A
AcDbBlockRepETag 455B AcDbBlockRepETag 455C AcDbBlockRepETag 455D AcDbBlockRepETag 455E AcDbBlockRepETag 455F AcDbBlockRepETag 4560 AcDbBlockRepETag 4561 AcDbBlockRepETag 4562 AcDbBlockRepETag
4563 AcDbBlockRepETag 4564 AcDbBlockRepETag 4565 AcDbBlockRepETag 4566 AcDbBlockRepETag 4567 AcDbBlockRepETag 4568 AcDbBlockRepETag 4569 AcDbBlockRepETag 456A AcDbBlockRepETag 456B
AcDbBlockRepETag 456C AcDbBlockRepETag 456D AcDbBlockRepETag 456E AcDbBlockRepETag 456F AcDbBlockRepETag 4570 AcDbBlockRepETag 4571 AcDbBlockRepETag 4572 AcDbBlockRepETag 4573 AcDbBlockRepETag
4574 AcDbBlockRepETag 4575 AcDbBlockRepETag 4576 AcDbBlockRepETag 4577 AcDbBlockRepETag 4578 AcDbBlockRepETag 4579 AcDbBlockRepETag 457A AcDbBlockRepETag 457B AcDbBlockRepETag 457C
AcDbBlockRepETag 457D AcDbBlockRepETag 457E AcDbBlockRepETag 457F AcDbBlockRepETag 4580 AcDbBlockRepETag 4581 AcDbBlockRepETag 4582 AcDbBlockRepETag 4583 AcDbBlockRepETag 4584 AcDbBlockRepETag
4585 AcDbBlockRepETag 4586 AcDbBlockRepETag 4587 AcDbBlockRepETag 4588 AcDbBlockRepETag 4589 AcDbBlockRepETag 458A AcDbBlockRepETag 458B AcDbBlockRepETag 458C AcDbBlockRepETag 458D
AcDbBlockRepETag 458E AcDbBlockRepETag 458F AcDbBlockRepETag 4590 AcDbBlockRepETag 4591 AcDbBlockRepETag 4592 AcDbBlockRepETag 4593 AcDbBlockRepETag 4594 AcDbBlockRepETag 4595 AcDbBlockRepETag
4596 AcDbBlockRepETag 4597 AcDbBlockRepETag 4598 AcDbBlockRepETag 4599 AcDbBlockRepETag 459A AcDbBlockRepETag 459B AcDbBlockRepETag 459C AcDbBlockRepETag 459D AcDbBlockRepETag 459E
AcDbBlockRepETag 459F AcDbBlockRepETag 45A0 AcDbBlockRepETag 45A1 AcDbBlockRepETag 45A2 AcDbBlockRepETag 45A3 AcDbBlockRepETag 45A4 AcDbBlockRepETag 45A5 AcDbBlockRepETag 45A6 AcDbBlockRepETag
45A7 AcDbBlockRepETag 45A8 AcDbBlockRepETag 45A9 AcDbBlockRepETag 45AA AcDbBlockRepETag 45AB AcDbBlockRepETag 45AC AcDbBlockRepETag 45AD AcDbBlockRepETag 45AE AcDbBlockRepETag 45AF
AcDbBlockRepETag 45B0 AcDbBlockRepETag 45B1 AcDbBlockRepETag 45B2 AcDbBlockRepETag 45B3 AcDbBlockRepETag 45B4 AcDbBlockRepETag 45B5 AcDbBlockRepETag 45B6 AcDbBlockRepETag 45B7 AcDbBlockRepETag
45B8 AcDbBlockRepETag 45B9 AcDbBlockRepETag 45BA AcDbBlockRepETag 45BB AcDbBlockRepETag 45BC AcDbBlockRepETag 45BD AcDbBlockRepETag 45BE AcDbBlockRepETag 45BF AcDbBlockRepETag 45C0
AcDbBlockRepETag 45C1 AcDbBlockRepETag 45C2 AcDbBlockRepETag 45C3 AcDbBlockRepETag 45C4 AcDbBlockRepETag 45C5 AcDbBlockRepETag 45C6 AcDbBlockRepETag 45C7 AcDbBlockRepETag 45C8 AcDbBlockRepETag
45C9 AcDbBlockRepETag 45CA AcDbBlockRepETag 45CB AcDbBlockRepETag 45CC AcDbBlockRepETag 45CD AcDbBlockRepETag 45CE AcDbBlockRepETag 45CF AcDbBlockRepETag 45D0 AcDbBlockRepETag 45D1
AcDbBlockRepETag 45D2 AcDbBlockRepETag 45D3 AcDbBlockRepETag 45D4 AcDbBlockRepETag 45D5 AcDbBlockRepETag 45D6 AcDbBlockRepETag 45D7 AcDbBlockRepETag 45D8 AcDbBlockRepETag 45D9 AcDbBlockRepETag
45DA AcDbBlockRepETag 45DB AcDbBlockRepETag 45DC AcDbBlockRepETag 45DD AcDbBlockRepETag 45DE AcDbBlockRepETag 45DF AcDbBlockRepETag 45E0 AcDbBlockRepETag 45E1 AcDbBlockRepETag 45E2
AcDbBlockRepETag 45E3 AcDbBlockRepETag 45E4 AcDbBlockRepETag 45E5 AcDbBlockRepETag 45E6 AcDbBlockRepETag 45E7 AcDbBlockRepETag 45E8 AcDbBlockRepETag 45E9 AcDbBlockRepETag 45EA AcDbBlockRepETag
45EB AcDbBlockRepETag 45EC AcDbBlockRepETag 45ED AcDbBlockRepETag 45EE AcDbBlockRepETag 45EF AcDbBlockRepETag 45F0 AcDbBlockRepETag 45F1 AcDbBlockRepETag 45F2 AcDbBlockRepETag 45F3
AcDbBlockRepETag 45F4 AcDbBlockRepETag 45F5 AcDbBlockRepETag 45F6 AcDbBlockRepETag 45F7 AcDbBlockRepETag 45F8 AcDbBlockRepETag 45F9 AcDbBlockRepETag 45FA AcDbBlockRepETag 45FB AcDbBlockRepETag
45FC AcDbBlockRepETag 45FD AcDbBlockRepETag 45FE AcDbBlockRepETag 45FF AcDbBlockRepETag 4600 AcDbBlockRepETag 4601 AcDbBlockRepETag 4602 AcDbBlockRepETag 4603 AcDbBlockRepETag 4604
AcDbBlockRepETag 4605 AcDbBlockRepETag 4606 AcDbBlockRepETag 4607 AcDbBlockRepETag 4608 AcDbBlockRepETag 4609 AcDbBlockRepETag 460A AcDbBlockRepETag 460B AcDbBlockRepETag 460C AcDbBlockRepETag
460D AcDbBlockRepETag 460E AcDbBlockRepETag 460F AcDbBlockRepETag 4610 AcDbBlockRepETag 4611 AcDbBlockRepETag 4612 AcDbBlockRepETag 4613 AcDbBlockRepETag 4614 AcDbBlockRepETag 4615
AcDbBlockRepETag 4616 AcDbBlockRepETag 4617 AcDbBlockRepETag 4618 AcDbBlockRepETag 4619 AcDbBlockRepETag 461A AcDbBlockRepETag 461B AcDbBlockRepETag 461C AcDbBlockRepETag 461D AcDbBlockRepETag
461E AcDbBlockRepETag 461F AcDbBlockRepETag 4620 AcDbBlockRepETag 4621 AcDbBlockRepETag 4622 AcDbBlockRepETag 4623 AcDbBlockRepETag 4624 AcDbBlockRepETag 4625 AcDbBlockRepETag 4626
AcDbBlockRepETag 4627 AcDbBlockRepETag 4628 AcDbBlockRepETag 4629 AcDbBlockRepETag 462A AcDbBlockRepETag 462B AcDbBlockRepETag 462C AcDbBlockRepETag 462D AcDbBlockRepETag 462E AcDbBlockRepETag
462F AcDbBlockRepETag 4630 AcDbBlockRepETag 4631 AcDbBlockRepETag 4632 AcDbBlockRepETag 4633 AcDbBlockRepETag 4634 AcDbBlockRepETag 4635 AcDbBlockRepETag 4636 AcDbBlockRepETag 4637
AcDbBlockRepETag 4638 AcDbBlockRepETag 4639 AcDbBlockRepETag 463A AcDbBlockRepETag 463B AcDbBlockRepETag 463C AcDbBlockRepETag 463D AcDbBlockRepETag 463E AcDbBlockRepETag 463F AcDbBlockRepETag
4640 AcDbBlockRepETag 4641 AcDbBlockRepETag 4642 AcDbBlockRepETag 4643 AcDbBlockRepETag 4644 AcDbBlockRepETag 4645 AcDbBlockRepETag 4646 AcDbBlockRepETag 4647 AcDbBlockRepETag 4648
AcDbBlockRepETag 4649 AcDbBlockRepETag 464A AcDbBlockRepETag 464B AcDbBlockRepETag 464C AcDbBlockRepETag 464D AcDbBlockRepETag 464E AcDbBlockRepETag 464F AcDbBlockRepETag 4650 AcDbBlockRepETag
4651 AcDbBlockRepETag 4652 AcDbBlockRepETag 4653 AcDbBlockRepETag 4654 AcDbBlockRepETag 4655 AcDbBlockRepETag 4656 AcDbBlockRepETag 4657 AcDbBlockRepETag 4658 AcDbBlockRepETag 4659
AcDbBlockRepETag 465A AcDbBlockRepETag 465B AcDbBlockRepETag 465C AcDbBlockRepETag 465D AcDbBlockRepETag 465E AcDbBlockRepETag 465F AcDbBlockRepETag 4660 AcDbBlockRepETag 4661 AcDbBlockRepETag
4662 AcDbBlockRepETag 4663 AcDbBlockRepETag 4664 AcDbBlockRepETag 4665 AcDbBlockRepETag 4666 AcDbBlockRepETag 4667 AcDbBlockRepETag 4668 AcDbBlockRepETag 4669 AcDbBlockRepETag 466A
AcDbBlockRepETag 466B AcDbBlockRepETag 466C AcDbBlockRepETag 466D AcDbBlockRepETag 466E AcDbBlockRepETag 466F AcDbBlockRepETag 4670 AcDbBlockRepETag 4671 AcDbBlockRepETag 4672 AcDbBlockRepETag
4673 AcDbBlockRepETag 4674 AcDbBlockRepETag 4675 AcDbBlockRepETag 4676 AcDbBlockRepETag 4677 AcDbBlockRepETag 4678 AcDbBlockRepETag 4679 AcDbBlockRepETag 467A AcDbBlockRepETag 467B
AcDbBlockRepETag 467C AcDbBlockRepETag 467D AcDbBlockRepETag 467E AcDbBlockRepETag 467F AcDbBlockRepETag 4680 AcDbBlockRepETag 4681 AcDbBlockRepETag 4682 AcDbBlockRepETag 4683 AcDbBlockRepETag
4684 AcDbBlockRepETag 4685 AcDbBlockRepETag 4686 AcDbBlockRepETag 4687 AcDbBlockRepETag 4688 AcDbBlockRepETag 4689 AcDbBlockRepETag 468A AcDbBlockRepETag 468B AcDbBlockRepETag 468C
AcDbBlockRepETag 468D AcDbBlockRepETag 468E AcDbBlockRepETag 468F AcDbBlockRepETag 4690 AcDbBlockRepETag 4691 AcDbBlockRepETag 4692 AcDbBlockRepETag 4693 AcDbBlockRepETag 4694 AcDbBlockRepETag
4695 AcDbBlockRepETag 4696 AcDbBlockRepETag 4697 AcDbBlockRepETag 4698 AcDbBlockRepETag 4699 AcDbBlockRepETag 469A AcDbBlockRepETag 469B AcDbBlockRepETag 469C AcDbBlockRepETag 469D
AcDbBlockRepETag 469E AcDbBlockRepETag 469F AcDbBlockRepETag 46A0 AcDbBlockRepETag 46A1 AcDbBlockRepETag 46A2 AcDbBlockRepETag 46A3 AcDbBlockRepETag 46A4 AcDbBlockRepETag 46A5 AcDbBlockRepETag
46A6 AcDbBlockRepETag 46A7 AcDbBlockRepETag 46A8 AcDbBlockRepETag 46A9 AcDbBlockRepETag 46AA AcDbBlockRepETag 46AB AcDbBlockRepETag 46AC AcDbBlockRepETag 46AD AcDbBlockRepETag 46AE
AcDbBlockRepETag 46AF AcDbBlockRepETag 46B0 AcDbBlockRepETag 46B1 AcDbBlockRepETag 46B2 AcDbBlockRepETag 46B3 AcDbBlockRepETag 46B4 AcDbBlockRepETag 46B5 AcDbBlockRepETag 46B6 AcDbBlockRepETag
46B7 AcDbBlockRepETag 46B8 AcDbBlockRepETag 46B9 AcDbBlockRepETag 46BA AcDbBlockRepETag 46BB AcDbBlockRepETag 46BC AcDbBlockRepETag 46BD AcDbBlockRepETag 46BE AcDbBlockRepETag 46BF
AcDbBlockRepETag 46C0 AcDbBlockRepETag 46C1 AcDbBlockRepETag 46C2 AcDbBlockRepETag 46C3 AcDbBlockRepETag 46C4 AcDbBlockRepETag 46C5 AcDbBlockRepETag 46C6 AcDbBlockRepETag 46C7 AcDbBlockRepETag
46C8 AcDbBlockRepETag 46C9 AcDbBlockRepETag 46CA AcDbBlockRepETag 46CB AcDbBlockRepETag 46CC AcDbBlockRepETag 46CD AcDbBlockRepETag 46CE AcDbBlockRepETag 46CF AcDbBlockRepETag 46D0
AcDbBlockRepETag 46D1 AcDbBlockRepETag 46D2 AcDbBlockRepETag 46D3 AcDbBlockRepETag 46D4 AcDbBlockRepETag 46D5 AcDbBlockRepETag 46D6 AcDbBlockRepETag 46D7 AcDbBlockRepETag 46D8 AcDbBlockRepETag
46D9 AcDbBlockRepETag 46DA AcDbBlockRepETag 46DB AcDbBlockRepETag 46DC AcDbBlockRepETag 46DD AcDbBlockRepETag 46DE AcDbBlockRepETag 46DF AcDbBlockRepETag 46E0 AcDbBlockRepETag 46E1
AcDbBlockRepETag 46E2 AcDbBlockRepETag 46E3 AcDbBlockRepETag 46E4 AcDbBlockRepETag 46E5 AcDbBlockRepETag 46E6 AcDbBlockRepETag 46E7 AcDbBlockRepETag 46E8 AcDbBlockRepETag 46E9 AcDbBlockRepETag
46EA AcDbBlockRepETag 46EB AcDbBlockRepETag 46EC AcDbBlockRepETag 46ED AcDbBlockRepETag 46EE AcDbBlockRepETag 46EF AcDbBlockRepETag 46F0 AcDbBlockRepETag 46F1 AcDbBlockRepETag 46F2
AcDbBlockRepETag 46F3 AcDbBlockRepETag 46F4 AcDbBlockRepETag 46F5 AcDbBlockRepETag 46F6 AcDbBlockRepETag 46F7 AcDbBlockRepETag 46F8 AcDbBlockRepETag 46F9 AcDbBlockRepETag 46FA AcDbBlockRepETag
46FB AcDbBlockRepETag 46FC AcDbBlockRepETag 46FD AcDbBlockRepETag 46FE AcDbBlockRepETag 46FF AcDbBlockRepETag 4700 AcDbBlockRepETag 4701 AcDbBlockRepETag 4702 AcDbBlockRepETag 4703
AcDbBlockRepETag 4704 AcDbBlockRepETag 4705 AcDbBlockRepETag 4706 AcDbBlockRepETag 4707 AcDbBlockRepETag 4708 AcDbBlockRepETag 4709 AcDbBlockRepETag 470A AcDbBlockRepETag 470B AcDbBlockRepETag
470C AcDbBlockRepETag 470D AcDbBlockRepETag 470E AcDbBlockRepETag 470F AcDbBlockRepETag 4710 AcDbBlockRepETag 4711 AcDbBlockRepETag 4712 AcDbBlockRepETag 4713 AcDbBlockRepETag 4714
AcDbBlockRepETag 4715 AcDbBlockRepETag 4716 AcDbBlockRepETag 4717 AcDbBlockRepETag 4718 AcDbBlockRepETag 4719 AcDbBlockRepETag 471A AcDbBlockRepETag 471B AcDbBlockRepETag 471C AcDbBlockRepETag
471D AcDbBlockRepETag 471E AcDbBlockRepETag 471F AcDbBlockRepETag 4720 AcDbBlockRepETag 4721 AcDbBlockRepETag 4722 AcDbBlockRepETag 4723 AcDbBlockRepETag 4724 AcDbBlockRepETag 4725
AcDbBlockRepETag 4726 AcDbBlockRepETag 4727 AcDbBlockRepETag 4728 AcDbBlockRepETag 4729 AcDbBlockRepETag 472A AcDbBlockRepETag 472B AcDbBlockRepETag 472C AcDbBlockRepETag 472D AcDbBlockRepETag
472E AcDbBlockRepETag 472F AcDbBlockRepETag 4730 AcDbBlockRepETag 4731 AcDbBlockRepETag 4732 AcDbBlockRepETag 4733 AcDbBlockRepETag 4734 AcDbBlockRepETag 4735 AcDbBlockRepETag 4736
AcDbBlockRepETag 4737 AcDbBlockRepETag 4738 AcDbBlockRepETag 4739 AcDbBlockRepETag 473A AcDbBlockRepETag 473B AcDbBlockRepETag 473C AcDbBlockRepETag 473D AcDbBlockRepETag 473E AcDbBlockRepETag
473F AcDbBlockRepETag 4740 AcDbBlockRepETag 4741 AcDbBlockRepETag 4742 AcDbBlockRepETag 4743 AcDbBlockRepETag 4744 AcDbBlockRepETag 4745 AcDbBlockRepETag 4746 AcDbBlockRepETag 4747
AcDbBlockRepETag 4748 AcDbBlockRepETag 4749 AcDbBlockRepETag 474A AcDbBlockRepETag 474B AcDbBlockRepETag 474C AcDbBlockRepETag 474D AcDbBlockRepETag 474E AcDbBlockRepETag 474F AcDbBlockRepETag
4750 AcDbBlockRepETag 4751 AcDbBlockRepETag 4752 AcDbBlockRepETag 4753 AcDbBlockRepETag 4754 AcDbBlockRepETag 4755 AcDbBlockRepETag 4756 AcDbBlockRepETag 4757 AcDbBlockRepETag 4758
AcDbBlockRepETag 4759 AcDbBlockRepETag 475A AcDbBlockRepETag 475B AcDbBlockRepETag 475C AcDbBlockRepETag 475D AcDbBlockRepETag 475E AcDbBlockRepETag 475F AcDbBlockRepETag 4760 AcDbBlockRepETag
4761 AcDbBlockRepETag 4762 AcDbBlockRepETag 4763 AcDbBlockRepETag 4764 AcDbBlockRepETag 4765 AcDbBlockRepETag 4766 AcDbBlockRepETag 4767 AcDbBlockRepETag 4768 AcDbBlockRepETag 4769
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AcDbBlockRepETag 4B78 AcDbBlockRepETag 4B79 AcDbBlockRepETag 4B7A AcDbBlockRepETag 4B7B AcDbBlockRepETag 4B7C AcDbBlockRepETag 4B7D AcDbBlockRepETag 4B7E AcDbBlockRepETag 4B7F AcDbBlockRepETag
4B80 AcDbBlockRepETag 4B81 AcDbBlockRepETag 4B82 AcDbBlockRepETag 4B83 AcDbBlockRepETag 4B84 AcDbBlockRepETag 4B85 AcDbBlockRepETag 4B86 AcDbBlockRepETag 4B87 AcDbBlockRepETag 4B88
AcDbBlockRepETag 4B89 AcDbBlockRepETag 4B8A AcDbBlockRepETag 4B8B AcDbBlockRepETag 4B8C AcDbBlockRepETag 4B8D AcDbBlockRepETag 4B8E AcDbBlockRepETag 4B8F AcDbBlockRepETag 4B90 AcDbBlockRepETag
4B91 AcDbBlockRepETag 4B92 AcDbBlockRepETag 4B93 AcDbBlockRepETag 4B94 AcDbBlockRepETag 4B95 AcDbBlockRepETag 4B96 AcDbBlockRepETag 4B97 AcDbBlockRepETag 4B98 AcDbBlockRepETag 4B99
AcDbBlockRepETag 4B9A AcDbBlockRepETag 4B9B AcDbBlockRepETag 4B9C AcDbBlockRepETag 4B9D AcDbBlockRepETag 4B9E AcDbBlockRepETag 4B9F AcDbBlockRepETag 4BA0 AcDbBlockRepETag 4BA1 AcDbBlockRepETag
4BA2 AcDbBlockRepETag 4BA3 AcDbBlockRepETag 4BA4 AcDbBlockRepETag 4BA5 AcDbBlockRepETag 4BA6 AcDbBlockRepETag 4BA7 AcDbBlockRepETag 4BA8 AcDbBlockRepETag 4BA9 AcDbBlockRepETag 4BAA
AcDbBlockRepETag 4BAB AcDbBlockRepETag 4BAC AcDbBlockRepETag 4BAD AcDbBlockRepETag 4BAE AcDbBlockRepETag 4BAF AcDbBlockRepETag 4BB0 AcDbBlockRepETag 4BB1 AcDbBlockRepETag 4BB2 AcDbBlockRepETag
4BB3 AcDbBlockRepETag 4BB4 AcDbBlockRepETag 4BB5 AcDbBlockRepETag 4BB6 AcDbBlockRepETag 4BB7 AcDbBlockRepETag 4BB8 AcDbBlockRepETag 4BB9 AcDbBlockRepETag 4BBA AcDbBlockRepETag 4BBB
AcDbBlockRepETag 4BBC AcDbBlockRepETag 4BBD AcDbBlockRepETag 4BBE AcDbBlockRepETag 4BBF AcDbBlockRepETag 4BC0 AcDbBlockRepETag 4BC1 AcDbBlockRepETag 4BC2 AcDbBlockRepETag 4BC3 AcDbBlockRepETag
4BC4 AcDbBlockRepETag 4BC5 AcDbBlockRepETag 4BC6 AcDbBlockRepETag 4BC7 AcDbBlockRepETag 4BC8 AcDbBlockRepETag 4BC9 AcDbBlockRepETag 4BCA AcDbBlockRepETag 4BCB AcDbBlockRepETag 4BCC
AcDbBlockRepETag 4BCD AcDbBlockRepETag 4BCE AcDbBlockRepETag 4BCF AcDbBlockRepETag 4BD0 AcDbBlockRepETag 4BD1 AcDbBlockRepETag 4BD2 AcDbBlockRepETag 4BD3 AcDbBlockRepETag 4BD4 AcDbBlockRepETag
4BD5 AcDbBlockRepETag 4BD6 AcDbBlockRepETag 4BD7 AcDbBlockRepETag 4BD8 AcDbBlockRepETag 4BD9 AcDbBlockRepETag 4BDA AcDbBlockRepETag 4BDB AcDbBlockRepETag 4BDC AcDbBlockRepETag 4BDD
AcDbBlockRepETag 4BDE AcDbBlockRepETag 4BDF AcDbBlockRepETag 4BE0 AcDbBlockRepETag 4BE1 AcDbBlockRepETag 4BE2 AcDbBlockRepETag 4BE3 AcDbBlockRepETag 4BE4 AcDbBlockRepETag 4BE5 AcDbBlockRepETag
4BE6 AcDbBlockRepETag 4BE7 AcDbBlockRepETag 4BE8 AcDbBlockRepETag 4BE9 AcDbBlockRepETag 4BEA AcDbBlockRepETag 4BEB AcDbBlockRepETag 4BEC AcDbBlockRepETag 4BED AcDbBlockRepETag 4BEE
AcDbBlockRepETag 4BEF AcDbBlockRepETag 4BF0 AcDbBlockRepETag 4BF1 AcDbBlockRepETag 4BF2 AcDbBlockRepETag 4BF3 AcDbBlockRepETag 4BF4 AcDbBlockRepETag 4BF5 AcDbBlockRepETag 4BF6 AcDbBlockRepETag
4BF7 AcDbBlockRepETag 4BF8 AcDbBlockRepETag 4BF9 AcDbBlockRepETag 4BFA AcDbBlockRepETag 4BFB AcDbBlockRepETag 4BFC AcDbBlockRepETag 4BFD AcDbBlockRepETag 4BFE AcDbBlockRepETag 4BFF
AcDbBlockRepETag 4C00 AcDbBlockRepETag 4C01 AcDbBlockRepETag 4C02 AcDbBlockRepETag 4C03 AcDbBlockRepETag 4C04 AcDbBlockRepETag 4C05 AcDbBlockRepETag 4C06 AcDbBlockRepETag 4C07 AcDbBlockRepETag
4C08 AcDbBlockRepETag 4C09 AcDbBlockRepETag 4C0A AcDbBlockRepETag 4C0B AcDbBlockRepETag 4C0C AcDbBlockRepETag 4C0D AcDbBlockRepETag 4C0E AcDbBlockRepETag 4C0F AcDbBlockRepETag 4C10
AcDbBlockRepETag 4C11 AcDbBlockRepETag 4C12 AcDbBlockRepETag 4C13 AcDbBlockRepETag 4C14 AcDbBlockRepETag 4C15 AcDbBlockRepETag 4C16 AcDbBlockRepETag 4C17 AcDbBlockRepETag 4C18 AcDbBlockRepETag
4C19 AcDbBlockRepETag 4C1A AcDbBlockRepETag 4C1B AcDbBlockRepETag 4C1C AcDbBlockRepETag 4C1D AcDbBlockRepETag 4C1E AcDbBlockRepETag 4C1F AcDbBlockRepETag 4C20 AcDbBlockRepETag 4C21
AcDbBlockRepETag 4C22 AcDbBlockRepETag 4C23 AcDbBlockRepETag 4C24 AcDbBlockRepETag 4C25 AcDbBlockRepETag 4C26 AcDbBlockRepETag 4C27 AcDbBlockRepETag 4C28 AcDbBlockRepETag 4C29 AcDbBlockRepETag
4C2A AcDbBlockRepETag 4C2B AcDbBlockRepETag 4C2C AcDbBlockRepETag 4C2D AcDbBlockRepETag 4C2E AcDbBlockRepETag 4C2F AcDbBlockRepETag 4C30 AcDbBlockRepETag 4C31 AcDbBlockRepETag 4C32
AcDbBlockRepETag 4C33 AcDbBlockRepETag 4C34 AcDbBlockRepETag 4C35 AcDbBlockRepETag 4C36 AcDbBlockRepETag 4C37 AcDbBlockRepETag 4C38 AcDbBlockRepETag 4C39 AcDbBlockRepETag 4C3A AcDbBlockRepETag
4C3B AcDbBlockRepETag 4C3C AcDbBlockRepETag 4C3D AcDbBlockRepETag 4C3E AcDbBlockRepETag 4C3F AcDbBlockRepETag 4C40 AcDbBlockRepETag 4C41 AcDbBlockRepETag 4C42 AcDbBlockRepETag 4C43
AcDbBlockRepETag 4C44 AcDbBlockRepETag 4C45 AcDbBlockRepETag 4C46 AcDbBlockRepETag 4C47 AcDbBlockRepETag 4C48 AcDbBlockRepETag 4C49 AcDbBlockRepETag 4C4A AcDbBlockRepETag 4C4B AcDbBlockRepETag
4C4C AcDbBlockRepETag 4C4D AcDbBlockRepETag 4C4E AcDbBlockRepETag 4C4F AcDbBlockRepETag 4C50 AcDbBlockRepETag 4C51 AcDbBlockRepETag 4C52 AcDbBlockRepETag 4C53 AcDbBlockRepETag 4C54
AcDbBlockRepETag 4C55 AcDbBlockRepETag 4C56 AcDbBlockRepETag 4C57 AcDbBlockRepETag 4C58 AcDbBlockRepETag 4C59 AcDbBlockRepETag 4C5A AcDbBlockRepETag 4C5B AcDbBlockRepETag 4C5C AcDbBlockRepETag
4C5D AcDbBlockRepETag 4C5E AcDbBlockRepETag 4C5F AcDbBlockRepETag 4C60 AcDbBlockRepETag 4C61 AcDbBlockRepETag 4C62 AcDbBlockRepETag 4C63 AcDbBlockRepETag 4C64 AcDbBlockRepETag 4C65
AcDbBlockRepETag 4C66 AcDbBlockRepETag 4C67 AcDbBlockRepETag 4C68 AcDbBlockRepETag 4C69 AcDbBlockRepETag 4C6A AcDbBlockRepETag 4C6B AcDbBlockRepETag 4C6C AcDbBlockRepETag 4C6D AcDbBlockRepETag
4C6E AcDbBlockRepETag 4C6F AcDbBlockRepETag 4C70 AcDbBlockRepETag 4C71 AcDbBlockRepETag 4C72 AcDbBlockRepETag 4C73 AcDbBlockRepETag 4C74 AcDbBlockRepETag 4C75 AcDbBlockRepETag 4C76
AcDbBlockRepETag 4C77 AcDbBlockRepETag 4C78 AcDbBlockRepETag 4C79 AcDbBlockRepETag 4C7A AcDbBlockRepETag 4C7B AcDbBlockRepETag 4C7C AcDbBlockRepETag 4C7D AcDbBlockRepETag 4C7E AcDbBlockRepETag
4C7F AcDbBlockRepETag 4C80 AcDbBlockRepETag 4C81 AcDbBlockRepETag 4C82 AcDbBlockRepETag 4C83 AcDbBlockRepETag 4C84 AcDbBlockRepETag 4C85 AcDbBlockRepETag 4C86 AcDbBlockRepETag 4C87
AcDbBlockRepETag 4C88 AcDbBlockRepETag 4C89 AcDbBlockRepETag 4C8A AcDbBlockRepETag 4C8B AcDbBlockRepETag 4C8C AcDbBlockRepETag 4C8D AcDbBlockRepETag 4C8E AcDbBlockRepETag 4C8F AcDbBlockRepETag
4C90 AcDbBlockRepETag 4C91 AcDbBlockRepETag 4C92 AcDbBlockRepETag 4C93 AcDbBlockRepETag 4C94 AcDbBlockRepETag 4C95 AcDbBlockRepETag 4C96 AcDbBlockRepETag 4C97 AcDbBlockRepETag 4C98
AcDbBlockRepETag 4C99 AcDbBlockRepETag 4C9A AcDbBlockRepETag 4C9B AcDbBlockRepETag 4C9C AcDbBlockRepETag 4C9D AcDbBlockRepETag 4C9E AcDbBlockRepETag 4C9F AcDbBlockRepETag 4CA0 AcDbBlockRepETag
4CA1 AcDbBlockRepETag 4CA2 AcDbBlockRepETag 4CA3 AcDbBlockRepETag 4CA4 AcDbBlockRepETag 4CA5 AcDbBlockRepETag 4CA6 AcDbBlockRepETag 4CA7 AcDbBlockRepETag 4CA8 AcDbBlockRepETag 4CA9
AcDbBlockRepETag 4CAA AcDbBlockRepETag 4CAB AcDbBlockRepETag 4CAC AcDbBlockRepETag 4CAD AcDbBlockRepETag 4CAE AcDbBlockRepETag 4CAF AcDbBlockRepETag 4CB0 AcDbBlockRepETag 4CB1 AcDbBlockRepETag
4CB2 AcDbBlockRepETag 4CB3 AcDbBlockRepETag 4CB4 AcDbBlockRepETag 4CB5 AcDbBlockRepETag 4CB6 AcDbBlockRepETag 4CB7 AcDbBlockRepETag 4CB8 AcDbBlockRepETag 4CB9 AcDbBlockRepETag 4CBA
AcDbBlockRepETag 4CBB AcDbBlockRepETag 4CBC AcDbBlockRepETag 4CBD AcDbBlockRepETag 4CBE AcDbBlockRepETag 4CBF AcDbBlockRepETag 4CC0 AcDbBlockRepETag 4CC1 AcDbBlockRepETag 4CC2 AcDbBlockRepETag
4CC3 AcDbBlockRepETag 4CC4 AcDbBlockRepETag 4CC5 AcDbBlockRepETag 4CC6 AcDbBlockRepETag 4CC7 AcDbBlockRepETag 4CC8 AcDbBlockRepETag 4CC9 AcDbBlockRepETag 4CCA AcDbBlockRepETag 4CCB
AcDbBlockRepETag 4CCC AcDbBlockRepETag 4CCD AcDbBlockRepETag 4CCE AcDbBlockRepETag 4CCF AcDbBlockRepETag 4CD0 AcDbBlockRepETag 4CD1 AcDbBlockRepETag 4CD2 AcDbBlockRepETag 4CD3 AcDbBlockRepETag
4CD4 AcDbBlockRepETag 4CD5 AcDbBlockRepETag 4CD6 AcDbBlockRepETag 4CD7 AcDbBlockRepETag 4CD8 AcDbBlockRepETag 4CD9 AcDbBlockRepETag 4CDA AcDbBlockRepETag 4CDB AcDbBlockRepETag 4CDC
AcDbBlockRepETag 4CDD AcDbBlockRepETag 4CDE AcDbBlockRepETag 4CDF AcDbBlockRepETag 4CE0 AcDbBlockRepETag 4CE1 AcDbBlockRepETag 4CE2 AcDbBlockRepETag 4CE3 AcDbBlockRepETag 4CE4 AcDbBlockRepETag
4CE5 AcDbBlockRepETag 4CE6 AcDbBlockRepETag 4CE7 AcDbBlockRepETag 4CE8 AcDbBlockRepETag 4CE9 AcDbBlockRepETag 4CEA AcDbBlockRepETag 4CEB AcDbBlockRepETag 4CEC AcDbBlockRepETag 4CED
AcDbBlockRepETag 4CEE AcDbBlockRepETag 4CEF AcDbBlockRepETag 4CF0 AcDbBlockRepETag 4CF1 AcDbBlockRepETag 4CF2 AcDbBlockRepETag 4CF3 AcDbBlockRepETag 4CF4 AcDbBlockRepETag 4CF5 AcDbBlockRepETag
4CF6 AcDbBlockRepETag 4CF7 AcDbBlockRepETag 4CF8 AcDbBlockRepETag 4CF9 AcDbBlockRepETag 4CFA AcDbBlockRepETag 4CFB AcDbBlockRepETag 4CFC AcDbBlockRepETag 4CFD AcDbBlockRepETag 4CFE
AcDbBlockRepETag 4CFF AcDbBlockRepETag 4D00 AcDbBlockRepETag 4D01 AcDbBlockRepETag 4D02 AcDbBlockRepETag 4D03 AcDbBlockRepETag 4D04 AcDbBlockRepETag 4D05 AcDbBlockRepETag 4D06 AcDbBlockRepETag
4D07 AcDbBlockRepETag 4D08 AcDbBlockRepETag 4D09 AcDbBlockRepETag 4D0A AcDbBlockRepETag 4D0B AcDbBlockRepETag 4D0C AcDbBlockRepETag 4D0D AcDbBlockRepETag 4D0E AcDbBlockRepETag 4D0F
AcDbBlockRepETag 4D10 AcDbBlockRepETag 4D11 AcDbBlockRepETag 4D12 AcDbBlockRepETag 4D13 AcDbBlockRepETag 4D14 AcDbBlockRepETag 4D15 AcDbBlockRepETag 4D16 AcDbBlockRepETag 4D17 AcDbBlockRepETag
4D18 AcDbBlockRepETag 4D19 AcDbBlockRepETag 4D1A AcDbBlockRepETag 4D1B AcDbBlockRepETag 4D1C AcDbBlockRepETag 4D1D AcDbBlockRepETag 4D1E AcDbBlockRepETag 4D1F AcDbBlockRepETag 4D20
AcDbBlockRepETag 4D21 AcDbBlockRepETag 4D22 AcDbBlockRepETag 4D23 AcDbBlockRepETag 4D24 AcDbBlockRepETag 4D25 AcDbBlockRepETag 4D26 AcDbBlockRepETag 4D27 AcDbBlockRepETag 4D28 AcDbBlockRepETag
4D29 AcDbBlockRepETag 4D2A AcDbBlockRepETag 4D2B AcDbBlockRepETag 4D2C AcDbBlockRepETag 4D2D AcDbBlockRepETag 4D2E AcDbBlockRepETag 4D2F AcDbBlockRepETag 4D30 AcDbBlockRepETag 4D31
AcDbBlockRepETag 4D32 AcDbBlockRepETag 4D33 AcDbBlockRepETag 4D34 AcDbBlockRepETag 4D35 AcDbBlockRepETag 4D36 AcDbBlockRepETag 4D37 AcDbBlockRepETag 4D38 AcDbBlockRepETag 4D39 AcDbBlockRepETag
4D3A AcDbBlockRepETag 4D3B AcDbBlockRepETag 4D3C AcDbBlockRepETag 4D3D AcDbBlockRepETag 4D3E AcDbBlockRepETag 4D3F AcDbBlockRepETag 4D40 AcDbBlockRepETag 4D41 AcDbBlockRepETag 4D42
AcDbBlockRepETag 4D43 AcDbBlockRepETag 4D44 AcDbBlockRepETag 4D45 AcDbBlockRepETag 4D46 AcDbBlockRepETag 4D47 AcDbBlockRepETag 4D48 AcDbBlockRepETag 4D49 AcDbBlockRepETag 4D4A AcDbBlockRepETag
4D4B AcDbBlockRepETag 4D4C AcDbBlockRepETag 4D4D AcDbBlockRepETag 4D4E AcDbBlockRepETag 4D4F AcDbBlockRepETag 4D50 AcDbBlockRepETag 4D51 AcDbBlockRepETag 4D52 AcDbBlockRepETag 4D53
AcDbBlockRepETag 4D54 AcDbBlockRepETag 4D55 AcDbBlockRepETag 4D56 AcDbBlockRepETag 4D57 AcDbBlockRepETag 4D58 AcDbBlockRepETag 4D59 AcDbBlockRepETag 4D5A AcDbBlockRepETag 4D5B AcDbBlockRepETag
4D5C AcDbBlockRepETag 4D5D AcDbBlockRepETag 4D5E AcDbBlockRepETag 4D5F AcDbBlockRepETag 4D60 AcDbBlockRepETag 4D61 AcDbBlockRepETag 4D62 AcDbBlockRepETag 4D63 AcDbBlockRepETag 4D64
AcDbBlockRepETag 4D65 AcDbBlockRepETag 4D66 AcDbBlockRepETag 4D67 AcDbBlockRepETag 4D68 AcDbBlockRepETag 4D69 AcDbBlockRepETag 4D6A AcDbBlockRepETag 4D6B AcDbBlockRepETag 4D6C AcDbBlockRepETag
4D6D AcDbBlockRepETag 4D6E AcDbBlockRepETag 4D6F AcDbBlockRepETag 4D70 AcDbBlockRepETag 4D71 AcDbBlockRepETag 4D72 AcDbBlockRepETag 4D73 AcDbBlockRepETag 4D74 AcDbBlockRepETag 4D75
AcDbBlockRepETag 4D76 AcDbBlockRepETag 4D77 AcDbBlockRepETag 4D78 AcDbBlockRepETag 4D79 AcDbBlockRepETag 4D7A AcDbBlockRepETag 4D7B AcDbBlockRepETag 4D7C AcDbBlockRepETag 4D7D AcDbBlockRepETag
4D7E AcDbBlockRepETag 4D7F AcDbBlockRepETag 4D80 AcDbBlockRepETag 4D81 AcDbBlockRepETag 4D82 AcDbBlockRepETag 4D83 AcDbBlockRepETag 4D84 AcDbBlockRepETag 4D85 AcDbBlockRepETag 4D86
AcDbBlockRepETag 4D87 AcDbBlockRepETag 4D88 AcDbBlockRepETag 4D89 AcDbBlockRepETag 4D8A AcDbBlockRepETag 4D8B AcDbBlockRepETag 4D8C AcDbBlockRepETag 4D8D AcDbBlockRepETag 4D8E AcDbBlockRepETag
4D8F AcDbBlockRepETag 4D90 AcDbBlockRepETag 4D91 AcDbBlockRepETag 4D92 AcDbBlockRepETag 4D93 AcDbBlockRepETag 4D94 AcDbBlockRepETag 4D95 AcDbBlockRepETag 4D96 AcDbBlockRepETag 4D97
AcDbBlockRepETag 4D98 AcDbBlockRepETag 4D99 AcDbBlockRepETag 4D9A AcDbBlockRepETag 4D9B AcDbBlockRepETag 4D9C AcDbBlockRepETag 4D9D AcDbBlockRepETag 4D9E AcDbBlockRepETag 4D9F AcDbBlockRepETag
4DA0 AcDbBlockRepETag 4DA1 AcDbBlockRepETag 4DA2 AcDbBlockRepETag 4DA3 AcDbBlockRepETag 4DA4 AcDbBlockRepETag 4DA5 AcDbBlockRepETag 4DA6 AcDbBlockRepETag 4DA7 AcDbBlockRepETag 4DA8
AcDbBlockRepETag 4DA9 AcDbBlockRepETag 4DAA AcDbBlockRepETag 4DAB AcDbBlockRepETag 4DAC AcDbBlockRepETag 4DAD AcDbBlockRepETag 4DAE AcDbBlockRepETag 4DAF AcDbBlockRepETag 4DB0 AcDbBlockRepETag
4DB1 AcDbBlockRepETag 4DB2 AcDbBlockRepETag 4DB3 AcDbBlockRepETag 4DB4 AcDbBlockRepETag 4DB5 AcDbBlockRepETag 4DB6 AcDbBlockRepETag 4DB7 AcDbBlockRepETag 4DB8 AcDbBlockRepETag 4DB9
AcDbBlockRepETag 4DBA AcDbBlockRepETag 4DBB AcDbBlockRepETag 4DBC AcDbBlockRepETag 4DBD AcDbBlockRepETag 4DBE AcDbBlockRepETag 4DBF AcDbBlockRepETag 4DC0 AcDbBlockRepETag 4DC1 AcDbBlockRepETag
4DC2 AcDbBlockRepETag 4DC3 AcDbBlockRepETag 4DC4 AcDbBlockRepETag 4DC5 AcDbBlockRepETag 4DC6 AcDbBlockRepETag 4DC7 AcDbBlockRepETag 4DC8 AcDbBlockRepETag 4DC9 AcDbBlockRepETag 4DCA
AcDbBlockRepETag 4DCB AcDbBlockRepETag 4DCC AcDbBlockRepETag 4DCD AcDbBlockRepETag 4DCE AcDbBlockRepETag 4DCF AcDbBlockRepETag 4DD0 AcDbBlockRepETag 4DD1 AcDbBlockRepETag 4DD2 AcDbBlockRepETag
4DD3 AcDbBlockRepETag 4DD4 AcDbBlockRepETag 4DD5 AcDbBlockRepETag 4DD6 AcDbBlockRepETag 4DD7 AcDbBlockRepETag 4DD8 AcDbBlockRepETag 4DD9 AcDbBlockRepETag 4DDA AcDbBlockRepETag 4DDB
AcDbBlockRepETag 4DDC AcDbBlockRepETag 4DDD AcDbBlockRepETag 4DDE AcDbBlockRepETag 4DDF AcDbBlockRepETag 4DE0 AcDbBlockRepETag 4DE1 AcDbBlockRepETag 4DE2 AcDbBlockRepETag 4DE3 AcDbBlockRepETag
4DE4 AcDbBlockRepETag 4DE5 AcDbBlockRepETag 4DE6 AcDbBlockRepETag 4DE7 AcDbBlockRepETag 4DE8 AcDbBlockRepETag 4DE9 AcDbBlockRepETag 4DEA AcDbBlockRepETag 4DEB AcDbBlockRepETag 4DEC
AcDbBlockRepETag 4DED AcDbBlockRepETag 4DEE AcDbBlockRepETag 4DEF AcDbBlockRepETag 4DF0 AcDbBlockRepETag 4DF1 AcDbBlockRepETag 4DF2 AcDbBlockRepETag 4DF3 AcDbBlockRepETag 4DF4 AcDbBlockRepETag
4DF5 AcDbBlockRepETag 4DF6 AcDbBlockRepETag 4DF7 AcDbBlockRepETag 4DF8 AcDbBlockRepETag 4DF9 AcDbBlockRepETag 4DFA AcDbBlockRepETag 4DFB AcDbBlockRepETag 4DFC AcDbBlockRepETag 4DFD
AcDbBlockRepETag 4DFE AcDbBlockRepETag 4DFF AcDbBlockRepETag 4E00 AcDbBlockRepETag 4E01 AcDbBlockRepETag 4E02 AcDbBlockRepETag 4E03 AcDbBlockRepETag 4E04 AcDbBlockRepETag 4E05 AcDbBlockRepETag
4E06 AcDbBlockRepETag 4E07 AcDbBlockRepETag 4E08 AcDbBlockRepETag 4E09 AcDbBlockRepETag 4E0A AcDbBlockRepETag 4E0B AcDbBlockRepETag 4E0C AcDbBlockRepETag 4E0D AcDbBlockRepETag 4E0E
AcDbBlockRepETag 4E0F AcDbBlockRepETag 4E10 AcDbBlockRepETag 4E11 AcDbBlockRepETag 4E12 AcDbBlockRepETag 4E13 AcDbBlockRepETag 4E14 AcDbBlockRepETag 4E15 AcDbBlockRepETag 4E16 AcDbBlockRepETag
4E17 AcDbBlockRepETag 4E18 AcDbBlockRepETag 4E19 AcDbBlockRepETag 4E1A AcDbBlockRepETag 4E1B AcDbBlockRepETag 4E1C AcDbBlockRepETag 4E1D AcDbBlockRepETag 4E1E AcDbBlockRepETag 4E1F
AcDbBlockRepETag 4E20 AcDbBlockRepETag 4E21 AcDbBlockRepETag 4E22 AcDbBlockRepETag 4E23 AcDbBlockRepETag 4E24 AcDbBlockRepETag 4E25 AcDbBlockRepETag 4E26 AcDbBlockRepETag 4E27 AcDbBlockRepETag
4E28 AcDbBlockRepETag 4E29 AcDbBlockRepETag 4E2A AcDbBlockRepETag 4E2B AcDbBlockRepETag 4E2C AcDbBlockRepETag 4E2D AcDbBlockRepETag 4E2E AcDbBlockRepETag 4E2F AcDbBlockRepETag 4E30
AcDbBlockRepETag 4E31 AcDbBlockRepETag 4E32 AcDbBlockRepETag 4E33 AcDbBlockRepETag 4E34 AcDbBlockRepETag 4E35 AcDbBlockRepETag 4E36 AcDbBlockRepETag 4E37 AcDbBlockRepETag 4E38 AcDbBlockRepETag
4E39 AcDbBlockRepETag 4E3A AcDbBlockRepETag 4E3B AcDbBlockRepETag 4E3C AcDbBlockRepETag 4E3D AcDbBlockRepETag 4E3E AcDbBlockRepETag 4E3F AcDbBlockRepETag 4E40 AcDbBlockRepETag 4E41
AcDbBlockRepETag 4E42 AcDbBlockRepETag 4E43 AcDbBlockRepETag 4E44 AcDbBlockRepETag 4E45 AcDbBlockRepETag 4E46 AcDbBlockRepETag 4E47 AcDbBlockRepETag 4E48 AcDbBlockRepETag 4E49 AcDbBlockRepETag
4E4A AcDbBlockRepETag 4E4B AcDbBlockRepETag 4E4C AcDbBlockRepETag 4E4D AcDbBlockRepETag 4E4E AcDbBlockRepETag 4E4F AcDbBlockRepETag 4E50 AcDbBlockRepETag 4E51 AcDbBlockRepETag 4E52
AcDbBlockRepETag 4E53 AcDbBlockRepETag 4E54 AcDbBlockRepETag 4E55 AcDbBlockRepETag 4E56 AcDbBlockRepETag 4E57 AcDbBlockRepETag 4E58 AcDbBlockRepETag 4E59 AcDbBlockRepETag 4E5A AcDbBlockRepETag
4E5B AcDbBlockRepETag 4E5C AcDbBlockRepETag 4E5D AcDbBlockRepETag 4E5E AcDbBlockRepETag 4E5F AcDbBlockRepETag 4E60 AcDbBlockRepETag 4E61 AcDbBlockRepETag 4E62 AcDbBlockRepETag 4E63
AcDbBlockRepETag 4E64 AcDbBlockRepETag 4E65 AcDbBlockRepETag 4E66 AcDbBlockRepETag 4E67 AcDbBlockRepETag 4E68 AcDbBlockRepETag 4E69 AcDbBlockRepETag 4E6A AcDbBlockRepETag 4E6B AcDbBlockRepETag
4E6C AcDbBlockRepETag 4E6D AcDbBlockRepETag 4E6E AcDbBlockRepETag 4E6F AcDbBlockRepETag 4E70 AcDbBlockRepETag 4E71 AcDbBlockRepETag 4E72 AcDbBlockRepETag 4E73 AcDbBlockRepETag 4E74
AcDbBlockRepETag 4E75 AcDbBlockRepETag 4E76 AcDbBlockRepETag 4E77 AcDbBlockRepETag 4E78 AcDbBlockRepETag 4E79 AcDbBlockRepETag 4E7A AcDbBlockRepETag 4E7B AcDbBlockRepETag 4E7C AcDbBlockRepETag
4E7D AcDbBlockRepETag 4E7E AcDbBlockRepETag 4E7F AcDbBlockRepETag 4E80 AcDbBlockRepETag 4E81 AcDbBlockRepETag 4E82 AcDbBlockRepETag 4E83 AcDbBlockRepETag 4E84 AcDbBlockRepETag 4E85
AcDbBlockRepETag 4E86 AcDbBlockRepETag 4E87 AcDbBlockRepETag 4E88 AcDbBlockRepETag 4E89 AcDbBlockRepETag 4E8A AcDbBlockRepETag 4E8B AcDbBlockRepETag 4E8C AcDbBlockRepETag 4E8D AcDbBlockRepETag
4E8E AcDbBlockRepETag 4E8F AcDbBlockRepETag 4E90 AcDbBlockRepETag 4E91 AcDbBlockRepETag 4E92 AcDbBlockRepETag 4E93 AcDbBlockRepETag 4E94 AcDbBlockRepETag 4E95 AcDbBlockRepETag 4E96
AcDbBlockRepETag 4E97 AcDbBlockRepETag 4E98 AcDbBlockRepETag 4E99 AcDbBlockRepETag 4E9A AcDbBlockRepETag 4E9B AcDbBlockRepETag 4E9C AcDbBlockRepETag 4E9D AcDbBlockRepETag 4E9E AcDbBlockRepETag
4E9F AcDbBlockRepETag 4EA0 AcDbBlockRepETag 4EA1 AcDbBlockRepETag 4EA2 AcDbBlockRepETag 4EA3 AcDbBlockRepETag 4EA4 AcDbBlockRepETag 4EA5 AcDbBlockRepETag 4EA6 AcDbBlockRepETag 4EA7
AcDbBlockRepETag 4EA8 AcDbBlockRepETag 4EA9 AcDbBlockRepETag 4EAA AcDbBlockRepETag 4EAB AcDbBlockRepETag 4EAC AcDbBlockRepETag 4EAD AcDbBlockRepETag 4EAE AcDbBlockRepETag 4EAF AcDbBlockRepETag
4EB0 AcDbBlockRepETag 4EB1 AcDbBlockRepETag 4EB2 AcDbBlockRepETag 4EB3 AcDbBlockRepETag 4EB4 AcDbBlockRepETag 4EB5 AcDbBlockRepETag 4EB6 AcDbBlockRepETag 4EB7 AcDbBlockRepETag 4EB8
AcDbBlockRepETag 4EB9 AcDbBlockRepETag 4EBA AcDbBlockRepETag 4EBB AcDbBlockRepETag 4EBC AcDbBlockRepETag 4EBD AcDbBlockRepETag 4EBE AcDbBlockRepETag 4EBF AcDbBlockRepETag 4EC0 AcDbBlockRepETag
4EC1 AcDbBlockRepETag 4EC2 AcDbBlockRepETag 4EC3 AcDbBlockRepETag 4EC4 AcDbBlockRepETag 4EC5 AcDbBlockRepETag 4EC6 AcDbBlockRepETag 4EC7 AcDbBlockRepETag 4EC8 AcDbBlockRepETag 4EC9
AcDbBlockRepETag 4ECA AcDbBlockRepETag 4ECB AcDbBlockRepETag 4ECC AcDbBlockRepETag 4ECD AcDbBlockRepETag 4ECE AcDbBlockRepETag 4ECF AcDbBlockRepETag 4ED0 AcDbBlockRepETag 4ED1 AcDbBlockRepETag
4ED2 AcDbBlockRepETag 4ED3 AcDbBlockRepETag 4ED4 AcDbBlockRepETag 4ED5 AcDbBlockRepETag 4ED6 AcDbBlockRepETag 4ED7 AcDbBlockRepETag 4ED8 AcDbBlockRepETag 4ED9 AcDbBlockRepETag 4EDA
AcDbBlockRepETag 4EDB AcDbBlockRepETag 4EDC AcDbBlockRepETag 4EDD AcDbBlockRepETag 4EDE AcDbBlockRepETag 4EDF AcDbBlockRepETag 4EE0 AcDbBlockRepETag 4EE1 AcDbBlockRepETag 4EE2 AcDbBlockRepETag
4EE3 AcDbBlockRepETag 4EE4 AcDbBlockRepETag 4EE5 AcDbBlockRepETag 4EE6 AcDbBlockRepETag 4EE7 AcDbBlockRepETag 4EE8 AcDbBlockRepETag 4EE9 AcDbBlockRepETag 4EEA AcDbBlockRepETag 4EEB
AcDbBlockRepETag 4EEC AcDbBlockRepETag 4EED AcDbBlockRepETag 4EEE AcDbBlockRepETag 4EEF AcDbBlockRepETag 4EF0 AcDbBlockRepETag 4EF1 AcDbBlockRepETag 4EF2 AcDbBlockRepETag 4EF3 AcDbBlockRepETag
4EF4 AcDbBlockRepETag 4EF5 AcDbBlockRepETag 4EF6 AcDbBlockRepETag 4EF7 AcDbBlockRepETag 4EF8 AcDbBlockRepETag 4EF9 AcDbBlockRepETag 4EFA AcDbBlockRepETag 4EFB AcDbBlockRepETag 4EFC
AcDbBlockRepETag 4EFD AcDbBlockRepETag 4EFE AcDbBlockRepETag 4EFF AcDbBlockRepETag 4F00 AcDbBlockRepETag 4F01 AcDbBlockRepETag 4F02 AcDbBlockRepETag 4F03 AcDbBlockRepETag 4F04 AcDbBlockRepETag
4F05 AcDbBlockRepETag 4F06 AcDbBlockRepETag 4F07 AcDbBlockRepETag 4F08 AcDbBlockRepETag 4F09 AcDbBlockRepETag 4F0A AcDbBlockRepETag 4F0B AcDbBlockRepETag 4F0C AcDbBlockRepETag 4F0D
AcDbBlockRepETag 4F0E AcDbBlockRepETag 4F0F AcDbBlockRepETag 4F10 AcDbBlockRepETag 4F11 AcDbBlockRepETag 4F12 AcDbBlockRepETag 4F13 AcDbBlockRepETag 4F14 AcDbBlockRepETag 4F15 AcDbBlockRepETag
4F16 AcDbBlockRepETag 4F17 AcDbBlockRepETag 4F18 AcDbBlockRepETag 4F19 AcDbBlockRepETag 4F1A AcDbBlockRepETag 4F1B AcDbBlockRepETag 4F1C AcDbBlockRepETag 4F1D AcDbBlockRepETag 4F1E
AcDbBlockRepETag 4F1F AcDbBlockRepETag 4F20 AcDbBlockRepETag 4F21 AcDbBlockRepETag 4F22 AcDbBlockRepETag 4F23 AcDbBlockRepETag 4F24 AcDbBlockRepETag 4F25 AcDbBlockRepETag 4F26 AcDbBlockRepETag
4F27 AcDbBlockRepETag 4F28 AcDbBlockRepETag 4F29 AcDbBlockRepETag 4F2A AcDbBlockRepETag 4F2B AcDbBlockRepETag 4F2C AcDbBlockRepETag 4F2D AcDbBlockRepETag 4F2E AcDbBlockRepETag 4F2F
AcDbBlockRepETag 4F30 AcDbBlockRepETag 4F31 AcDbBlockRepETag 4F32 AcDbBlockRepETag 4F33 AcDbBlockRepETag 4F34 AcDbBlockRepETag 4F35 AcDbBlockRepETag 4F36 AcDbBlockRepETag 4F37 AcDbBlockRepETag
4F38 AcDbBlockRepETag 4F39 AcDbBlockRepETag 4F3A AcDbBlockRepETag 4F3B AcDbBlockRepETag 4F3C AcDbBlockRepETag 4F3D AcDbBlockRepETag 4F3E AcDbBlockRepETag 4F3F AcDbBlockRepETag 4F40
AcDbBlockRepETag 4F41 AcDbBlockRepETag 4F42 AcDbBlockRepETag 4F43 AcDbBlockRepETag 4F44 AcDbBlockRepETag 4F45 AcDbBlockRepETag 4F46 AcDbBlockRepETag 4F47 AcDbBlockRepETag 4F48 AcDbBlockRepETag
4F49 AcDbBlockRepETag 4F4A AcDbBlockRepETag 4F4B AcDbBlockRepETag 4F4C AcDbBlockRepETag 4F4D AcDbBlockRepETag 4F4E AcDbBlockRepETag 4F4F AcDbBlockRepETag 4F50 AcDbBlockRepETag 4F51
AcDbBlockRepETag 4F52 AcDbBlockRepETag 4F53 AcDbBlockRepETag 4F54 AcDbBlockRepETag 4F55 AcDbBlockRepETag 4F56 AcDbBlockRepETag 4F57 AcDbBlockRepETag 4F58 AcDbBlockRepETag 4F59 AcDbBlockRepETag
4F5A AcDbBlockRepETag 4F5B AcDbBlockRepETag 4F5C AcDbBlockRepETag 4F5D AcDbBlockRepETag 4F5E AcDbBlockRepETag 4F5F AcDbBlockRepETag 4F60 AcDbBlockRepETag 4F61 AcDbBlockRepETag 4F62
AcDbBlockRepETag 4F63 AcDbBlockRepETag 4F64 AcDbBlockRepETag 4F65 AcDbBlockRepETag 4F66 AcDbBlockRepETag 4F67 AcDbBlockRepETag 4F68 AcDbBlockRepETag 4F69 AcDbBlockRepETag 4F6A AcDbBlockRepETag
4F6B AcDbBlockRepETag 4F6C AcDbBlockRepETag 4F6D AcDbBlockRepETag 4F6E AcDbBlockRepETag 4F6F AcDbBlockRepETag 4F70 AcDbBlockRepETag 4F71 AcDbBlockRepETag 4F72 AcDbBlockRepETag 4F73
AcDbBlockRepETag 4F74 AcDbBlockRepETag 4F75 AcDbBlockRepETag 4F76 AcDbBlockRepETag 4F77 AcDbBlockRepETag 4F78 AcDbBlockRepETag 4F79 AcDbBlockRepETag 4F7A AcDbBlockRepETag 4F7B AcDbBlockRepETag
4F7C AcDbBlockRepETag 4F7D AcDbBlockRepETag 4F7E AcDbBlockRepETag 4F7F AcDbBlockRepETag 4F80 AcDbBlockRepETag 4F81 AcDbBlockRepETag 4F82 AcDbBlockRepETag 4F83 AcDbBlockRepETag 4F84
AcDbBlockRepETag 4F85 AcDbBlockRepETag 4F86 AcDbBlockRepETag 4F87 AcDbBlockRepETag 4F88 AcDbBlockRepETag 4F89 AcDbBlockRepETag 4F8A AcDbBlockRepETag 4F8B AcDbBlockRepETag 4F8C AcDbBlockRepETag
4F8D AcDbBlockRepETag 4F8E AcDbBlockRepETag 4F8F AcDbBlockRepETag 4F90 AcDbBlockRepETag 4F91 AcDbBlockRepETag 4F92 AcDbBlockRepETag 4F93 AcDbBlockRepETag 4F94 AcDbBlockRepETag 4F95
AcDbBlockRepETag 4F96 AcDbBlockRepETag 4F97 AcDbBlockRepETag 4F98 AcDbBlockRepETag 4F99 AcDbBlockRepETag 4F9A AcDbBlockRepETag 4F9B AcDbBlockRepETag 4F9C AcDbBlockRepETag 4F9D AcDbBlockRepETag
4F9E AcDbBlockRepETag 4F9F AcDbBlockRepETag 4FA0 AcDbBlockRepETag 4FA1 AcDbBlockRepETag 4FA2 AcDbBlockRepETag 4FA3 AcDbBlockRepETag 4FA4 AcDbBlockRepETag 4FA5 AcDbBlockRepETag 4FA6
AcDbBlockRepETag 4FA7 AcDbBlockRepETag 4FA8 AcDbBlockRepETag 4FA9 AcDbBlockRepETag 4FAA AcDbBlockRepETag 4FAB AcDbBlockRepETag 4FAC AcDbBlockRepETag 4FAD AcDbBlockRepETag 4FAE AcDbBlockRepETag
4FAF AcDbBlockRepETag 4FB0 AcDbBlockRepETag 4FB1 AcDbBlockRepETag 4FB2 AcDbBlockRepETag 4FB3 AcDbBlockRepETag 4FB4 AcDbBlockRepETag 4FB5 AcDbBlockRepETag 4FB6 AcDbBlockRepETag 4FB7
AcDbBlockRepETag 4FB8 AcDbBlockRepETag 4FB9 AcDbBlockRepETag 4FBA AcDbBlockRepETag 4FBB AcDbBlockRepETag 4FBC AcDbBlockRepETag 4FBD AcDbBlockRepETag 4FBE AcDbBlockRepETag 4FBF AcDbBlockRepETag
4FC0 AcDbBlockRepETag 4FC1 AcDbBlockRepETag 4FC2 AcDbBlockRepETag 4FC3 AcDbBlockRepETag 4FC4 AcDbBlockRepETag 4FC5 AcDbBlockRepETag 4FC6 AcDbBlockRepETag 4FC7 AcDbBlockRepETag 4FC8
AcDbBlockRepETag 4FC9 AcDbBlockRepETag 4FCA AcDbBlockRepETag 4FCB AcDbBlockRepETag 4FCC AcDbBlockRepETag 4FCD AcDbBlockRepETag 4FCE AcDbBlockRepETag 4FCF AcDbBlockRepETag 4FD0 AcDbBlockRepETag
4FD1 AcDbBlockRepETag 4FD2 AcDbBlockRepETag 4FD3 AcDbBlockRepETag 4FD4 AcDbBlockRepETag 4FD5 AcDbBlockRepETag 4FD6 AcDbBlockRepETag 4FD7 AcDbBlockRepETag 4FD8 AcDbBlockRepETag 4FD9
AcDbBlockRepETag 4FDA AcDbBlockRepETag 4FDB AcDbBlockRepETag 4FDC AcDbBlockRepETag 4FDD AcDbBlockRepETag 4FDE AcDbBlockRepETag 4FDF AcDbBlockRepETag 4FE0 AcDbBlockRepETag 4FE1 AcDbBlockRepETag
4FE2 AcDbBlockRepETag 4FE3 AcDbBlockRepETag 4FE4 AcDbBlockRepETag 4FE5 AcDbBlockRepETag 4FE6 AcDbBlockRepETag 4FE7 AcDbBlockRepETag 4FE8 AcDbBlockRepETag 4FE9 AcDbBlockRepETag 4FEA
AcDbBlockRepETag 4FEB AcDbBlockRepETag 4FEC AcDbBlockRepETag 4FED AcDbBlockRepETag 4FEE AcDbBlockRepETag 4FEF AcDbBlockRepETag 4FF0 AcDbBlockRepETag 4FF1 AcDbBlockRepETag 4FF2 AcDbBlockRepETag
4FF3 AcDbBlockRepETag 4FF4 AcDbBlockRepETag 4FF5 AcDbBlockRepETag 4FF6 AcDbBlockRepETag 4FF7 AcDbBlockRepETag 4FF8 AcDbBlockRepETag 4FF9 AcDbBlockRepETag 4FFA AcDbBlockRepETag 4FFB
AcDbBlockRepETag 4FFC AcDbBlockRepETag 4FFD AcDbBlockRepETag 4FFE AcDbBlockRepETag 4FFF AcDbBlockRepETag 5000 AcDbBlockRepETag 5001 AcDbBlockRepETag 5002 AcDbBlockRepETag 5003 AcDbBlockRepETag
5004 AcDbBlockRepETag 5005 AcDbBlockRepETag 5006 AcDbBlockRepETag 5007 AcDbBlockRepETag 5008 AcDbBlockRepETag 5009 AcDbBlockRepETag 500A AcDbBlockRepETag 500B AcDbBlockRepETag 500C
AcDbBlockRepETag 500D AcDbBlockRepETag 500E AcDbBlockRepETag 500F AcDbBlockRepETag 5010 AcDbBlockRepETag 5011 AcDbBlockRepETag 5012 AcDbBlockRepETag 5013 AcDbBlockRepETag 5014 AcDbBlockRepETag
5015 AcDbBlockRepETag 5016 AcDbBlockRepETag 5017 AcDbBlockRepETag 5018 AcDbBlockRepETag 5019 AcDbBlockRepETag 501A AcDbBlockRepETag 501B AcDbBlockRepETag 501C AcDbBlockRepETag 501D
AcDbBlockRepETag 501E AcDbBlockRepETag 501F AcDbBlockRepETag 5020 AcDbBlockRepETag 5021 AcDbBlockRepETag 5022 AcDbBlockRepETag 5023 AcDbBlockRepETag 5024 AcDbBlockRepETag 5025 AcDbBlockRepETag
5026 AcDbBlockRepETag 5027 AcDbBlockRepETag 5028 AcDbBlockRepETag 5029 AcDbBlockRepETag 502A AcDbBlockRepETag 502B AcDbBlockRepETag 502C AcDbBlockRepETag 502D AcDbBlockRepETag 502E
AcDbBlockRepETag 502F AcDbBlockRepETag 5030 AcDbBlockRepETag 5031 AcDbBlockRepETag 5032 AcDbBlockRepETag 5033 AcDbBlockRepETag 5034 AcDbBlockRepETag 5035 AcDbBlockRepETag 5036 AcDbBlockRepETag
5037 AcDbBlockRepETag 5038 AcDbBlockRepETag 5039 AcDbBlockRepETag 503A AcDbBlockRepETag 503B AcDbBlockRepETag 503C AcDbBlockRepETag 503D AcDbBlockRepETag 503E AcDbBlockRepETag 503F
AcDbBlockRepETag 5040 AcDbBlockRepETag 5041 AcDbBlockRepETag 5042 AcDbBlockRepETag 5043 AcDbBlockRepETag 5044 AcDbBlockRepETag 5045 AcDbBlockRepETag 5046 AcDbBlockRepETag 5047 AcDbBlockRepETag
5048 AcDbBlockRepETag 5049 AcDbBlockRepETag 504A AcDbBlockRepETag 504B AcDbBlockRepETag 504C AcDbBlockRepETag 504D AcDbBlockRepETag 504E AcDbBlockRepETag 504F AcDbBlockRepETag 5050
AcDbBlockRepETag 5051 AcDbBlockRepETag 5052 AcDbBlockRepETag 5053 AcDbBlockRepETag 5054 AcDbBlockRepETag 5055 AcDbBlockRepETag 5056 AcDbBlockRepETag 5057 AcDbBlockRepETag 5058 AcDbBlockRepETag
5059 AcDbBlockRepETag 505A AcDbBlockRepETag 505B AcDbBlockRepETag 505C AcDbBlockRepETag 505D AcDbBlockRepETag 505E AcDbBlockRepETag 505F AcDbBlockRepETag 5060 AcDbBlockRepETag 5061
AcDbBlockRepETag 5062 AcDbBlockRepETag 5063 AcDbBlockRepETag 5064 AcDbBlockRepETag 5065 AcDbBlockRepETag 5066 AcDbBlockRepETag 5067 AcDbBlockRepETag 5068 AcDbBlockRepETag 5069 AcDbBlockRepETag
506A AcDbBlockRepETag 506B AcDbBlockRepETag 506C AcDbBlockRepETag 506D AcDbBlockRepETag 506E AcDbBlockRepETag 506F AcDbBlockRepETag 5070 AcDbBlockRepETag 5071 AcDbBlockRepETag 5072
AcDbBlockRepETag 5073 AcDbBlockRepETag 5074 AcDbBlockRepETag 5075 AcDbBlockRepETag 5076 AcDbBlockRepETag 5077 AcDbBlockRepETag 5078 AcDbBlockRepETag 5079 AcDbBlockRepETag 507A AcDbBlockRepETag
507B AcDbBlockRepETag 507C AcDbBlockRepETag 507D AcDbBlockRepETag 507E AcDbBlockRepETag 507F AcDbBlockRepETag 5080 AcDbBlockRepETag 5081 AcDbBlockRepETag 5082 AcDbBlockRepETag 5083
AcDbBlockRepETag 5084 AcDbBlockRepETag 5085 AcDbBlockRepETag 5086 AcDbBlockRepETag 5087 AcDbBlockRepETag 5088 AcDbBlockRepETag 5089 AcDbBlockRepETag 508A AcDbBlockRepETag 508B AcDbBlockRepETag
508C AcDbBlockRepETag 508D AcDbBlockRepETag 508E AcDbBlockRepETag 508F AcDbBlockRepETag 5090 AcDbBlockRepETag 5091 AcDbBlockRepETag 5092 AcDbBlockRepETag 5093 AcDbBlockRepETag 5094
AcDbBlockRepETag 5095 AcDbBlockRepETag 5096 AcDbBlockRepETag 5097 AcDbBlockRepETag 5098 AcDbBlockRepETag 5099 AcDbBlockRepETag 509A AcDbBlockRepETag 509B AcDbBlockRepETag 509C AcDbBlockRepETag
509D AcDbBlockRepETag 509E AcDbBlockRepETag 509F AcDbBlockRepETag 50A0 AcDbBlockRepETag 50A1 AcDbBlockRepETag 50A2 AcDbBlockRepETag 50A3 AcDbBlockRepETag 50A4 AcDbBlockRepETag 50A5
AcDbBlockRepETag 50A6 AcDbBlockRepETag 50A7 AcDbBlockRepETag 50A8 AcDbBlockRepETag 50A9 AcDbBlockRepETag 50AA AcDbBlockRepETag 50AB AcDbBlockRepETag 50AC AcDbBlockRepETag 50AD AcDbBlockRepETag
50AE AcDbBlockRepETag 50AF AcDbBlockRepETag 50B0 AcDbBlockRepETag 50B1 AcDbBlockRepETag 50B2 AcDbBlockRepETag 50B3 AcDbBlockRepETag 50B4 AcDbBlockRepETag 50B5 AcDbBlockRepETag 50B6
AcDbBlockRepETag 50B7 AcDbBlockRepETag 50B8 AcDbBlockRepETag 50B9 AcDbBlockRepETag 50BA AcDbBlockRepETag 50BB AcDbBlockRepETag 50BC AcDbBlockRepETag 50BD AcDbBlockRepETag 50BE AcDbBlockRepETag
50BF AcDbBlockRepETag 50C0 AcDbBlockRepETag 50C1 AcDbBlockRepETag 50C2 AcDbBlockRepETag 50C3 AcDbBlockRepETag 50C4 AcDbBlockRepETag 50C5 AcDbBlockRepETag 50C6 AcDbBlockRepETag 50C7
AcDbBlockRepETag 50C8 AcDbBlockRepETag 50C9 AcDbBlockRepETag 50CA AcDbBlockRepETag 50CB AcDbBlockRepETag 50CC AcDbBlockRepETag 50CD AcDbBlockRepETag 50CE AcDbBlockRepETag 50CF AcDbBlockRepETag
50D0 AcDbBlockRepETag 50D1 AcDbBlockRepETag 50D2 AcDbBlockRepETag 50D3 AcDbBlockRepETag 50D4 AcDbBlockRepETag 50D5 AcDbBlockRepETag 50D6 AcDbBlockRepETag 50D7 AcDbBlockRepETag 50D8
AcDbBlockRepETag 50D9 AcDbBlockRepETag 50DA AcDbBlockRepETag 50DB AcDbBlockRepETag 50DC AcDbBlockRepETag 50DD AcDbBlockRepETag 50DE AcDbBlockRepETag 50DF AcDbBlockRepETag 50E0 AcDbBlockRepETag
50E1 AcDbBlockRepETag 50E2 AcDbBlockRepETag 50E3 AcDbBlockRepETag 50E4 AcDbBlockRepETag 50E5 AcDbBlockRepETag 50E6 AcDbBlockRepETag 50E7 AcDbBlockRepETag 50E8 AcDbBlockRepETag 50E9
AcDbBlockRepETag 50EA AcDbBlockRepETag 50EB AcDbBlockRepETag 50EC AcDbBlockRepETag 50ED AcDbBlockRepETag 50EE AcDbBlockRepETag 50EF AcDbBlockRepETag 50F0 AcDbBlockRepETag 50F1 AcDbBlockRepETag
50F2 AcDbBlockRepETag 50F3 AcDbBlockRepETag 50F4 AcDbBlockRepETag 50F5 AcDbBlockRepETag 50F6 AcDbBlockRepETag 50F7 AcDbBlockRepETag 50F8 AcDbBlockRepETag 50F9 AcDbBlockRepETag 50FA
AcDbBlockRepETag 50FB AcDbBlockRepETag 50FC AcDbBlockRepETag 50FD AcDbBlockRepETag 50FE AcDbBlockRepETag 50FF AcDbBlockRepETag 5100 AcDbBlockRepETag 5101 AcDbBlockRepETag 5102 AcDbBlockRepETag
5103 AcDbBlockRepETag 5104 AcDbBlockRepETag 5105 AcDbBlockRepETag 5106 AcDbBlockRepETag 5107 AcDbBlockRepETag 5108 AcDbBlockRepETag 5109 AcDbBlockRepETag 510A AcDbBlockRepETag 510B
AcDbBlockRepETag 510C AcDbBlockRepETag 510D AcDbBlockRepETag 510E AcDbBlockRepETag 510F AcDbBlockRepETag 5110 AcDbBlockRepETag 5111 AcDbBlockRepETag 5112 AcDbBlockRepETag 5113 AcDbBlockRepETag
5114 AcDbBlockRepETag 5115 AcDbBlockRepETag 5116 AcDbBlockRepETag 5117 AcDbBlockRepETag 5118 AcDbBlockRepETag 5119 AcDbBlockRepETag 511A AcDbBlockRepETag 511B AcDbBlockRepETag 511C
AcDbBlockRepETag 511D AcDbBlockRepETag 511E AcDbBlockRepETag 511F AcDbBlockRepETag 5120 AcDbBlockRepETag 5121 AcDbBlockRepETag 5122 AcDbBlockRepETag 5123 AcDbBlockRepETag 5124 AcDbBlockRepETag
5125 AcDbBlockRepETag 5126 AcDbBlockRepETag 5127 AcDbBlockRepETag 5128 AcDbBlockRepETag 5129 AcDbBlockRepETag 512A AcDbBlockRepETag 512B AcDbBlockRepETag 512C AcDbBlockRepETag 512D
AcDbBlockRepETag 512E AcDbBlockRepETag 512F AcDbBlockRepETag 5130 AcDbBlockRepETag 5131 AcDbBlockRepETag 5132 AcDbBlockRepETag 5133 AcDbBlockRepETag 5134 AcDbBlockRepETag 5135 AcDbBlockRepETag
5136 AcDbBlockRepETag 5137 AcDbBlockRepETag 5138 AcDbBlockRepETag 5139 AcDbBlockRepETag 513A AcDbBlockRepETag 513B AcDbBlockRepETag 513C AcDbBlockRepETag 513D AcDbBlockRepETag 513E
AcDbBlockRepETag 513F AcDbBlockRepETag 5140 AcDbBlockRepETag 5141 AcDbBlockRepETag 5142 AcDbBlockRepETag 5143 AcDbBlockRepETag 5144 AcDbBlockRepETag 5145 AcDbBlockRepETag 5146 AcDbBlockRepETag
5147 AcDbBlockRepETag 5148 AcDbBlockRepETag 5149 AcDbBlockRepETag 514A AcDbBlockRepETag 514B AcDbBlockRepETag 514C AcDbBlockRepETag 514D AcDbBlockRepETag 514E AcDbBlockRepETag 514F
AcDbBlockRepETag 5150 AcDbBlockRepETag 5151 AcDbBlockRepETag 5152 AcDbBlockRepETag 5153 AcDbBlockRepETag 5154 AcDbBlockRepETag 5155 AcDbBlockRepETag 5156 AcDbBlockRepETag 5157 AcDbBlockRepETag
5158 AcDbBlockRepETag 5159 AcDbBlockRepETag 515A AcDbBlockRepETag 515B AcDbBlockRepETag 515C AcDbBlockRepETag 515D AcDbBlockRepETag 515E AcDbBlockRepETag 515F AcDbBlockRepETag 5160
AcDbBlockRepETag 5161 AcDbBlockRepETag 5162 AcDbBlockRepETag 5163 AcDbBlockRepETag 5164 AcDbBlockRepETag 5165 AcDbBlockRepETag 5166 AcDbBlockRepETag 5167 AcDbBlockRepETag 5168 AcDbBlockRepETag
5169 AcDbBlockRepETag 516A AcDbBlockRepETag 516B AcDbBlockRepETag 516C AcDbBlockRepETag 516D AcDbBlockRepETag 516E AcDbBlockRepETag 516F AcDbBlockRepETag 5170 AcDbBlockRepETag 5171
AcDbBlockRepETag 5172 AcDbBlockRepETag 5173 AcDbBlockRepETag 5174 AcDbBlockRepETag 5175 AcDbBlockRepETag 5176 AcDbBlockRepETag 5177 AcDbBlockRepETag 5178 AcDbBlockRepETag 5179 AcDbBlockRepETag
517A AcDbBlockRepETag 517B AcDbBlockRepETag 517C AcDbBlockRepETag 517D AcDbBlockRepETag 517E AcDbBlockRepETag 517F AcDbBlockRepETag 5180 AcDbBlockRepETag 5181 AcDbBlockRepETag 5182
AcDbBlockRepETag 5183 AcDbBlockRepETag 5184 AcDbBlockRepETag 5185 AcDbBlockRepETag 5186 AcDbBlockRepETag 5187 AcDbBlockRepETag 5188 AcDbBlockRepETag 5189 AcDbBlockRepETag 518A AcDbBlockRepETag
518B AcDbBlockRepETag 518C AcDbBlockRepETag 518D AcDbBlockRepETag 518E AcDbBlockRepETag 518F AcDbBlockRepETag 5190 AcDbBlockRepETag 5191 AcDbBlockRepETag 5192 AcDbBlockRepETag 5193
AcDbBlockRepETag 5194 AcDbBlockRepETag 5195 AcDbBlockRepETag 5196 AcDbBlockRepETag 5197 AcDbBlockRepETag 5198 AcDbBlockRepETag 5199 AcDbBlockRepETag 519A AcDbBlockRepETag 519B AcDbBlockRepETag
519C AcDbBlockRepETag 519D AcDbBlockRepETag 519E AcDbBlockRepETag 519F AcDbBlockRepETag 51A0 AcDbBlockRepETag 51A1 AcDbBlockRepETag 51A2 AcDbBlockRepETag 51A3 AcDbBlockRepETag 51A4
AcDbBlockRepETag 51A5 AcDbBlockRepETag 51A6 AcDbBlockRepETag 51A7 AcDbBlockRepETag 51A8 AcDbBlockRepETag 51A9 AcDbBlockRepETag 51AA AcDbBlockRepETag 51AB AcDbBlockRepETag 51AC AcDbBlockRepETag
51AD AcDbBlockRepETag 51AE AcDbBlockRepETag 51AF AcDbBlockRepETag 51B0 AcDbBlockRepETag 51B1 AcDbBlockRepETag 51B2 AcDbBlockRepETag 51B3 AcDbBlockRepETag 51B4 AcDbBlockRepETag 51B5
AcDbBlockRepETag 51B6 AcDbBlockRepETag 51B7 AcDbBlockRepETag 51B8 AcDbBlockRepETag 51B9 AcDbBlockRepETag 51BA AcDbBlockRepETag 51BB AcDbBlockRepETag 51BC AcDbBlockRepETag 51BD AcDbBlockRepETag
51BE AcDbBlockRepETag 51BF AcDbBlockRepETag 51C0 AcDbBlockRepETag 51C1 AcDbBlockRepETag 51C2 AcDbBlockRepETag 51C3 AcDbBlockRepETag 51C4 AcDbBlockRepETag 51C5 AcDbBlockRepETag 51C6
AcDbBlockRepETag 51C7 AcDbBlockRepETag 51C8 AcDbBlockRepETag 51C9 AcDbBlockRepETag 51CA AcDbBlockRepETag 51CB AcDbBlockRepETag 51CC AcDbBlockRepETag 51CD AcDbBlockRepETag 51CE AcDbBlockRepETag
51CF AcDbBlockRepETag 51D0 AcDbBlockRepETag 51D1 AcDbBlockRepETag 51D2 AcDbBlockRepETag 51D3 AcDbBlockRepETag 51D4 AcDbBlockRepETag 51D5 AcDbBlockRepETag 51D6 AcDbBlockRepETag 51D7
AcDbBlockRepETag 51D8 AcDbBlockRepETag 51D9 AcDbBlockRepETag 51DA AcDbBlockRepETag 51DB AcDbBlockRepETag 51DC AcDbBlockRepETag 51DD AcDbBlockRepETag 51DE AcDbBlockRepETag 51DF AcDbBlockRepETag
51E0 AcDbBlockRepETag 51E1 AcDbBlockRepETag 51E2 AcDbBlockRepETag 51E3 AcDbBlockRepETag 51E4 AcDbBlockRepETag 51E5 AcDbBlockRepETag 51E6 AcDbBlockRepETag 51E7 AcDbBlockRepETag 51E8
AcDbBlockRepETag 51E9 AcDbBlockRepETag 51EA AcDbBlockRepETag 51EB AcDbBlockRepETag 51EC AcDbBlockRepETag 51ED AcDbBlockRepETag 51EE AcDbBlockRepETag 51EF AcDbBlockRepETag 51F0 AcDbBlockRepETag
51F1 AcDbBlockRepETag 51F2 AcDbBlockRepETag 51F3 AcDbBlockRepETag 51F4 AcDbBlockRepETag 51F5 AcDbBlockRepETag 51F6 AcDbBlockRepETag 51F7 AcDbBlockRepETag 51F8 AcDbBlockRepETag 51F9
AcDbBlockRepETag 51FA AcDbBlockRepETag 51FB AcDbBlockRepETag 51FC AcDbBlockRepETag 51FD AcDbBlockRepETag 51FE AcDbBlockRepETag 51FF AcDbBlockRepETag 5200 AcDbBlockRepETag 5201 AcDbBlockRepETag
5202 AcDbBlockRepETag 5203 AcDbBlockRepETag 5204 AcDbBlockRepETag 5205 AcDbBlockRepETag 5206 AcDbBlockRepETag 5207 AcDbBlockRepETag 5208 AcDbBlockRepETag 5209 AcDbBlockRepETag 520A
AcDbBlockRepETag 520B AcDbBlockRepETag 520C AcDbBlockRepETag 520D AcDbBlockRepETag 520E AcDbBlockRepETag 520F AcDbBlockRepETag 5210 AcDbBlockRepETag 5211 AcDbBlockRepETag 5212 AcDbBlockRepETag
5213 AcDbBlockRepETag 5214 AcDbBlockRepETag 5215 AcDbBlockRepETag 5216 AcDbBlockRepETag 5217 AcDbBlockRepETag 5218 AcDbBlockRepETag 5219 AcDbBlockRepETag 521A AcDbBlockRepETag 521B
AcDbBlockRepETag 521C AcDbBlockRepETag 521D AcDbBlockRepETag 521E AcDbBlockRepETag 521F AcDbBlockRepETag 5220 AcDbBlockRepETag 5221 AcDbBlockRepETag 5222 AcDbBlockRepETag 5223 AcDbBlockRepETag
5224 AcDbBlockRepETag 5225 AcDbBlockRepETag 5226 AcDbBlockRepETag 5227 AcDbBlockRepETag 5228 AcDbBlockRepETag 5229 AcDbBlockRepETag 522A AcDbBlockRepETag 522B AcDbBlockRepETag 522C
AcDbBlockRepETag 522D AcDbBlockRepETag 522E AcDbBlockRepETag 522F AcDbBlockRepETag 5230 AcDbBlockRepETag 5231 AcDbBlockRepETag 5232 AcDbBlockRepETag 5233 AcDbBlockRepETag 5234 AcDbBlockRepETag
5235 AcDbBlockRepETag 5236 AcDbBlockRepETag 5237 AcDbBlockRepETag 5238 AcDbBlockRepETag 5239 AcDbBlockRepETag 523A AcDbBlockRepETag 523B AcDbBlockRepETag 523C AcDbBlockRepETag 523D
AcDbBlockRepETag 523E AcDbBlockRepETag 523F AcDbBlockRepETag 5240 AcDbBlockRepETag 5241 AcDbBlockRepETag 5242 AcDbBlockRepETag 5243 AcDbBlockRepETag 5244 AcDbBlockRepETag 5245 AcDbBlockRepETag
5246 AcDbBlockRepETag 5247 AcDbBlockRepETag 5248 AcDbBlockRepETag 5249 AcDbBlockRepETag 524A AcDbBlockRepETag 524B AcDbBlockRepETag 524C AcDbBlockRepETag 524D AcDbBlockRepETag 524E
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2022/Division9.pdf Division 9 Materials - 2022 Standard Specifications for Road, Bridge, and Municipal Construction
2022 Standard Specifications M 41-10 Page 9-1 Division 9 Materials 9-00 Definitions and Tests 9-00.1 Fracture “Fractured aggregate is defined as an angular, rough, or broken surface
of an aggregate particle created by crushing, or by other means. A face is considered a “fractured face” whenever one-half or more of the projected area, when viewed normal to that
face, is fractured with sharp and well-defined edges: this excludes small nicks. 9-00.2 Wood Waste Wood waste is defined as all material which, after drying to constant weight, has
a specific gravity of less than 1.0. 9-00.3 Test for Mass of Galvanizing At the option of the Engineer, the weight of zinc in ounce per square foot required by the various galvanizing
Specifications may be determined by an approved magnetic thickness gage suitably checked and demonstrated for accuracy, in lieu of the other methods specified. 9-00.4 Sieves for Testing
Purposes Test sieves shall be made of either: (1) woven wire cloth conforming to ASTM E11, or (2) square-hole, perforated plates conforming to ASTM E323. 9-00.5 Dust Ratio The dust
ratio is defined as the percent of material passing the No. 200 sieve divided by the percent of material passing the No. 40 sieve. 9-00.6 Sand/Silt Ratio The sand/silt ratio is defined
as the percent of material passing the No. 10 sieve divided by the percent of material passing the No. 200 sieve. 9-00.7 Galvanized Hardware, AASHTO M232 An acceptable alternate to
hot-dip galvanizing in accordance with AASHTO M 232 will be zinc coatings mechanically deposited in accordance with ASTM B695, providing the minimum thickness of zinc coating is not
less than that specified in AASHTO M232, and the process will not produce hydrogen embrittlement in the base metal. Sampling and testing will be made by the Engineer in accordance with
commonly recognized national standards and methods used in the laboratory of the Department of Transportation. Page 9-2 2022 Standard Specifications M 41-10 9-00 Definitions and Tests
9-00.8 Sand Equivalent The sand equivalent will be the average of duplicate determinations from a single sample. The sand equivalent sample will be prepared in accordance with the FOP
for AASHTO T 176. For acceptance, there must be a clear line of demarcation. If no clear line of demarcation has formed at the end of a 30-minute sedimentation period, the material
will be considered as failing to meet the minimum specified sand equivalent. 9-00.9 Field Test Procedures Field test procedures may be either a Standard Operating Procedure (SOP) or
a Field Operating Procedure (FOP) for an AASHTO, ASTM, or WAQTC test procedure. A Field Operating Procedure is a technically equivalent abridged version of an AASHTO, ASTM, or WAQTC
test procedure for use in field conditions. References to manuals containing all of these tests and procedures can be found in Section 1-06.2(1). 2022 Standard Specifications M 41-10
Page 9-3 Cement 9-01 9-01 Cement 9-01.1 Types of Cement Cement shall be classified as portland cement, blended hydraulic cement, or rapid hardening hydraulic cement. 9-01.2 Specifications
9-01.2(1) Portland Cement Portland cement shall meet the requirements of AASHTO M85 or ASTM C150 Types I, II, or III portland cement, except that the cement shall not contain more than
0.75 percent alkalies by weight calculated as Na20 plus 0.658 K20 and the content of Tricalcium aluminate (C3A) shall not exceed 8 percent by weight. The time of setting shall be determined
by the Vicat Test method in accordance with AASHTO T 131 or ASTM C191. 9-01.2(1)A Low Alkali Cement When low alkali portland cement is required, the percentage of alkalies in the cement
shall not exceed 0.60 percent by weight calculated as Na20 plus 0.658 K20. This limitation shall apply to all types of portland cement. 9-01.2(1)B Blended Hydraulic Cement Blended hydraulic
cement shall be either Type IP(X)(MS), Type IS(X)(MS), Type IT(PX) (LY), Type IT(SX)(LY), or Type IL(X) cement conforming to AASHTO M240 or ASTM C595, except that the portland cement
used to produce blended hydraulic cement shall not contain more than 0.75 percent alkalies by weight calculated as Na20 plus 0.658 K20 and shall meet the following additional requirements:
1. Type IP(X)(MS) – Portland-Pozzolan Cement where (X) equals the targeted percentage of fly ash, the fly ash is limited to a maximum of 35 percent by weight of the cementitious material;
(MS) indicates moderate sulfate resistance. 2. Type IS(X)(MS) – Portland Blast- Furnace Slag Cement, where: (X) equals the targeted percentage of ground granulated blast-furnace slag,
the ground granulated blast furnace slag is limited to a maximum of 50 percent by weight of the cementitious material; (MS) indicates moderate sulfate resistance. 3. Type IT(PX)(LY),
where (PX) equals the targeted percentage of pozzolan, and (LY) equals the targeted percentage of limestone. The pozzolan (PX) shall be Class F fly ash and shall be a maximum of 35
percent. (LY) shall be a minimum of 5 percent and a maximum of 15 percent. Separate testing of each source of fly ash each at each proposed replacement level shall be conducted in accordance
with ASTM C1012. Expansion at 180 days shall be 0.10 percent or less. Page 9-4 2022 Standard Specifications M 41-10 9-01 Cement 4. Type IT(SX)(LY), where (SX) equals the targeted percentage
of slag cement, and (LY) equals the targeted percentage of limestone. (SX) shall be a maximum of 50 percent. (LY) shall be a minimum of 5 percent and a maximum of 15 percent. Separate
testing of each source of slag at each proposed replacement level shall be conducted in accordance with ASTM C1012. Expansion at 180 days shall be 0.10 percent or less. 5. Type IL(X),
where (X) equals the targeted percentage of limestone, and shall be a minimum of 5 percent and a maximum of 15 percent. Testing shall be conducted in accordance with ASTM C1012. Expansion
at 180 days shall be 0.10 percent or less. The source and weight of the fly ash or ground granulated blast furnace slag shall be certified on the cement mill test report or cement certificate
of analysis and shall be reported as a percent by weight of the total cementitious material. The fly ash or ground granulated blast furnace slag constituent content in the finished
cement will not vary more than plus or minus 5 percent by weight of the finished cement from the certified value. Fly ash shall meet the requirements of Section 9-23.9 of these Standard
Specifications. Ground granulated blast furnace slag shall meet the requirements of Section 9-23.10 of these Standard Specifications. Limestone shall meet the requirements of AASHTO
M240 or ASTM C595. 9-01.2(2) Rapid Hardening Hydraulic Cement Rapid hardening hydraulic cement shall meet the requirements of ASTM C 1600. 9-01.3 Tests and Acceptance Cement may be
accepted by the Engineer based on the cement mill test report number or cement certificate of analysis number indicating full conformance to the Specifications. All shipments of the
cement to the Contractor or concrete supplier shall identify the applicable cement mill test report number or cement certificate of analysis number and shall be provided by the Contractor
or concrete supplier with all concrete deliveries. Cement producers/suppliers that certify portland cement or blended hydraulic cement shall participate in the Cement Acceptance Program
as described in WSDOT Standard Practice QC 1. Rapid hardening hydraulic cement producers/suppliers are not required to participate in WSDOT Standard Practice QC 1. Each mixing facility
or plant utilizing portland cement shall be equipped with a suitable means or device for obtaining a representative sample of the cement. The device shall enable the sample to be readily
taken in proximity to the cement weigh hopper and from a container or conveyor holding only cement. Cement may be tested using samples taken at the job site by the Engineer for submission
to the State Materials Laboratory for testing. 2022 Standard Specifications M 41-10 Page 9-5 Cement 9-01 9-01.4 Storage on the Work Site At the request of the Engineer, the Contractor
shall provide test data to show that cement stored on site for longer than 60 days meets the requirements of Section 9-01. Tests shall be conducted on samples taken from the site in
the presence of the Engineer. Test results that meet the requirements of Section 9-01 shall be valid for 60 days from the date of sampling, after which the Engineer may require further
testing. Page 9-6 2022 Standard Specifications M 41-10 9-02 Bituminous Materials 9-02 Bituminous Materials 9-02.1 Asphalt Material, General Asphalt furnished under these Specifications
shall not have been distilled at a temperature high enough to produce flecks of carbonaceous matter, and upon arrival at the Work, shall show no signs of separation into lighter and
heavier components. The Asphalt Supplier of Performance Graded (PG) asphalt binder and emulsified asphalt shall have a Quality Control Plan (QCP) in accordance with WSDOT QC 2 “Standard
Practice for Asphalt Suppliers That Certify Performance Graded and Emulsified Asphalts”. The Asphalt Supplier’s QCP shall be submitted and approved by the WSDOT State Materials Laboratory.
Once accepted, any change to the QCP will require a new QCP to be submitted for acceptance. The Asphalt Supplier of PG asphalt binder and emulsified asphalt shall certify through the
Bill of Lading that the PG asphalt binder or emulsified asphalt meets the Specification requirements of the Contract. 9-02.1(1) Vacant 9-02.1(2) Vacant 9-02.1(3) Vacant 9-02.1(4) Performance
Graded (PG) Asphalt Binder PG asphalt binder meeting the requirements of AASHTO M332 Table 1 of the grades specified in the Contract shall be used in the production of HMA. For HMA
with greater than 20 percent RAP by total weight of HMA, or any amount of RAS, the new asphalt binder, recycling agent and recovered asphalt (RAP and/or RAS) when blended in the proportions
of the mix design shall meet the PG asphalt binder requirements of AASHTO M332 Table 1 for the grade of asphalt binder specified by the Contract. In addition to AASHTO M 332 Table 1
specification requirements, PG asphalt binders shall meet the following requirements: Additional Requirements by Performance Grade (PG) Asphalt Binders Property Test Method PG 58 S-22
PG 58 H-22 PG 58 V-22 PG 64 S-28 PG 64 H-28 PG 64 V-28 RTFO Residue: Average percent Recovery @ 3.2 kPa AASHTO T 3501 30% Min. 20% Min. 25% Min. 30% Min. 1Specimen conditioned in accordance
with AASHTO T 240 – RTFO. The RTFO Jnrdiff and the PAV direct tension specifications of AASHTO M 332 are not required. 2022 Standard Specifications M 41-10 Page 9-7 Bituminous Materials
9-02 9-02.1(5) Vacant 9-02.1(6) Cationic Emulsified Asphalt Cationic Emulsified Asphalt meeting the requirements of AASHTO M 208 Table 1 of the grades specified in the Contract shall
be used. If the particle charge test for CSS-1 and CSS-1h is inconclusive, material having maximum pH value of 6.7 when tested in accordance with ASTM E 70 will be acceptable. 9-02.1(6)A
Polymerized Cationic Emulsified Asphalt CRS-2P CRS-2P shall be a polymerized cationic emulsified asphalt. The polymer shall be milled into the asphalt or emulsion during the manufacturing
of the emulsified asphalt. CRS-2P shall meet the following requirements: AASHTO Test Method Specifications Minimum Maximum Viscosity @122ºF, SFS T 59 100 400 Storage Stability 1 day
% T 59 1 Demulsibility 35 ml. 0.8% Dioctyl Sodium Sulfosuccinate T 59 40 Particle Charge T 59 positive Sieve Test % T 59 0.30 Distillation Oil distillate by vol. of emulsion % T 591
0 3 Residue T 591 65 Tests on the Residue From Distillation Penetration @77ºF T 49 100 250 Elastic Recovery % T 3012 50 1Distillation modified to use 300 grams of emulsified asphalt
heated to 350ºF ± 9ºF and maintained for 20 minutes. 2The residue material for T 301 shall come from the modified distillation per note 1. 9-02.1(7) Vacant Page 9-8 2022 Standard Specifications
M 41-10 9-02 Bituminous Materials 9-02.1(8) Flexible Bituminous Pavement Marker Adhesive Flexible bituminous pavement marker adhesive is a hot melt thermoplastic bituminous material
used for bonding raised pavement markers and recessed pavement markers to the pavement. The adhesive material shall conform to the following requirements when prepared in accordance
with WSDOT SOP 318 in the WSDOT Materials Manual M 46-01: Property Test Method Requirement Penetration, 77ºF, 100g, 5 sec, dmm AASHTO T 49 30 Max. Softening Point, F AASHTO T 53 200
Min. Rotational Thermosel Viscosity, cP, #27 spindle, 20 RPM, 400ºF AASHTO T 316 5000 Max. Ductility, 77ºF, 5 cm/minute, cm AASHTO T 51 15 Min. Ductility, 39.2ºF, 1 cm/minute, cm AASHTO
T 51 5 Min. Flexibility, 1”, 20ºF, 90 deg. Bend, 10 sec., ⅛"× 1" × 6" specimen ASTM D31111 Pass Bond Pull-Off Strength WSDOT T 426 Greater than 50 psi 1Flexibility test is modified
by bending specimen through an arc of 90 degrees at a uniform rate in 10 seconds over a 1-inch diameter mandrel. 9-02.2 Sampling and Acceptance 9-02.2(1) Certification of Shipment Bituminous
materials may be accepted by the Engineer based on the asphalt binder supplier’s Certification of Compliance incorporated in their Bill of Lading. The Certification will include a statement
certifying Specification compliance for the product shipped. Failure to provide this Certification with the shipment shall be cause for rejection of the material. The following information
is required on the Bill of Lading: 1. Date 2. Contract Number and/or Project Name 3. Grade of Commodity and Certification of Compliance 4. Anti-strip Type 5. Percent Anti-strip 6. Mass
(Net Tons) 7. Volume (Gross Gallons) 8. Temperature of Load (F) 9. Bill of Lading Number 10. Consignee and Delivery Point 11. Signature of Supplier’s Representative 12. Supplier (Bill
of Lading Generator) 13. Supplier’s Address 14. Refiner 15. Refiner’s Location The Bill of Lading shall be supplied at the time of shipment of each truck load, truck and trailer, or
other lot of asphalt binder. In addition to the copies the Contractor requires, one copy of the Bill of Lading including the Certification Statement shall be sent with the shipment
for agency use. 2022 Standard Specifications M 41-10 Page 9-9 Bituminous Materials 9-02 9-02.2(2) Samples When requested by the Engineer, the asphalt supplier shall ship, by prepaid
express or U.S. mail, samples of asphalt that represent current production. 9-02.3 Temperature of Asphalt The temperature of paving asphalts in storage tanks when loaded for transporting
shall not exceed the maximum temperature recommended by the asphalt binder manufacturer. 9-02.4 Anti-Stripping Additive Anti-stripping additive shall be a product listed in the current
WSDOT Qualified Products List (QPL). Hydrated lime, when used in HMA as an anti-strip additive shall conform to the requirements of either AASHTO M 303 Type I or ASTM C1097. 9-02.5
HMA Additive Additives for HMA shall be accepted by the Engineer. Page 9-10 2022 Standard Specifications M 41-10 9-03 Aggregates 9-03 Aggregates 9-03.1 Aggregates for Concrete 9-03.1(1)
General Requirements Concrete aggregates shall be manufactured from ledge rock, talus, or sand and gravel in accordance with the provisions of Section 3-01. Reclaimed aggregate may
be used if it complies with the specifications for concrete. Reclaimed aggregate is aggregate that has been recovered from plastic concrete by washing away the cementitious materials.
Aggregates for Concrete shall meet the following test requirements: Los Angeles Wear, 500 Rev. 35 max. Degradation Factor (Structural and Paving Concrete) 30 min. Degradation Factor
(Other as defined in 6-02.3(2)B) 20 min. Aggregates tested in accordance with AASHTO T 303 with expansion greater than 0.20 percent are Alkali Silica Reactive (ASR) and will require
mitigating measures. Aggregates tested in accordance with ASTM C1293 with expansion greater than 0.04 percent are Alkali Silica Reactive (ASR) and will require mitigating measures.
Aggregates for use in Commercial Concrete as defined in Section 6-02.3(2)B shall not require mitigation. Mitigating measures for aggregates with expansions from 0.21 to 0.45 percent,
when tested in accordance with AASHTO T 303, may be accomplished by using low alkali cement as per Section 9-01.2(1)A or by using 25 percent Class F fly ash by total weight of the cementitious
materials. The Contractor may submit an alternative mitigating measure through the Engineer to the State Materials Laboratory for approval along with evidence in the form of test results
from ASTM C1567 that demonstrate the mitigation when used with the proposed aggregate controls expansion to 0.20 percent or less. The agency may test the proposed ASR mitigation measure
to verify its effectiveness. In the event of a dispute, the agency’s results will prevail. Mitigating measures for aggregates with expansions greater than 0.45 percent when tested in
accordance with AASHTO T 303 shall include the use of low alkali cement per Section 9-01.2(1)A and may include the use of fly ash, lithium compound admixtures, ground granulated blast
furnace slag or other material as approved by the Engineer. The Contractor shall submit evidence in the form of test results from ASTM C1567 through the Engineer to the State Materials
Laboratory that demonstrate the proposed mitigation when used with the aggregates proposed will control the potential expansion to 0.20 percent or less before the aggregate source may
be used in concrete. The agency may test the proposed ASR mitigation measure to verify its effectiveness. In the event of a dispute, the agency’s results will prevail. The use of fly
ash that does not meet the requirements of Table 2 of AASHTO M295 may be approved for use. The Contractor shall submit test results according to ASTM C1567 through the Engineer to the
State Materials Laboratory that demonstrate that 2022 Standard Specifications M 41-10 Page 9-11 Aggregates 9-03 the proposed fly ash when used with the proposed aggregates and cement
will control the potential expansion to 0.20 percent or less before the fly ash and aggregate sources may be used in concrete. The Contracting Agency may test the proposed ASR mitigation
measure to verify its effectiveness. In the event of a dispute, the Contracting Agency’s results will prevail. ASTM C1293 sampling and testing must be coordinated through the WSDOT
State Materials Laboratory, Documentation Section utilizing the ASA (Aggregate Source Approval) process. Cost of sampling, testing, and processing will be borne by the source owner.
9-03.1(2) Fine Aggregate for Concrete Fine aggregate shall consist of natural sand or manufactured sand, or combinations thereof, accepted by the Engineer, having hard, strong, durable
particles free from adherent coating. Fine aggregate shall be washed thoroughly to meet the specifications. 9-03.1(2)A Deleterious Substances The amount of deleterious substances in
the washed aggregate shall be tested in accordance with AASHTO M 6 and not exceed the following values: Material finer than No. 200 Sieve 2.5 percent by weight Clay lumps and friable
particles 3.0 percent by weight Coal and lignite 0.25 percent by weight Particles of specific gravity less than 2.00 1.0 percent by weight Organic impurities shall be tested in
accordance with AASHTO T 21 by the glass color standard procedure and results darker than organic plate no. 3 shall be rejected. A darker color results from AASHTO T 21 may be used
provided that when tested for the effect of organic impurities on strength of mortar, the relative strength at 7 days, calculated in accordance with AASHTO T 71, is not less than 95
percent. 9-03.1(2)B Grading Fine aggregate shall be graded to conform to the following requirements expressed as percentages by weight: Sieve Size Class 1 Percent Passing Class 2
Percent Passing Min. Max. Min. Max. ⅜″ 99 100 99 100 No. 4 95 100 95 100 No. 8 68 86 No. 16 47 65 45 80 No. 30 27 42 No. 50 9 20 10 30 No. 100 0 7 2 10 No. 200 0 2.5 0 2.5 Page 9-12
2022 Standard Specifications M 41-10 9-03 Aggregates For fine aggregate Class 1, individual test variations under the minimum or over the maximum will be permitted as follows, provided
the average of three consecutive tests is within the Specification limits: Sieve Size Permissible percent of Variation in Individual Tests No. 30 and coarser 2 No. 50 and finer 0.5
Within the gradation limits for fine aggregate Class 2, uniformity of gradation shall be limited to a range of plus or minus 0.20 of the reference fineness modulus. The reference fineness
modulus shall be determined from a representative sample from the proposed source as submitted by the Contractor. 9-03.1(3) Vacant 9-03.1(4) Coarse Aggregate for Concrete Coarse aggregate
for concrete shall consist of gravel, crushed stone, or combinations thereof having hard, strong, durable pieces free from adherent coatings. Coarse aggregate shall be washed to meet
the specifications. 9-03.1(4)A Deleterious Substances The amount of deleterious substances in the washed aggregate shall be tested in accordance with AASHTO M 80 and not exceed the
following values: Material finer than No. 200 1.01 percent by weight Clay lumps and Friable Particles 2.0 percent by weight Shale 2.0 percent by weight Wood waste 0.05 percent by weight
Coal and Lignite 0.5 percent by weight Sum of Clay Lumps, Friable Particles, and Chert (Less Than 2.40 specific gravity SSD) 3.0 percent by weight 1If the material finer than the
No. 200 sieve is free of clay and shale, this percentage may be increased to 1.5. 9-03.1(4)B Vacant 2022 Standard Specifications M 41-10 Page 9-13 Aggregates 9-03 9-03.1(4)C Grading
Coarse aggregate for concrete when separated by means of laboratory sieves shall conform to one or more of the following gradings as called for elsewhere in these Specifications, Special
Provisions, or in the Plans: Passing AASHTO Grading No. 467 AASHTO Grading No. 4 AASHTO Grading No. 57 AASHTO Grading No. 67 AASHTO Grading No. 7 AASHTO Grading No. 8 Sieve Size
Min. Max. Min. Max. Min. Max. Min. Max. Min. Max. Min. Max. 2″ 99 100 99 100 1½″ 95 100 90 100 99 100 1″ 20 55 95 100 99 100 ¾″ 35 70 0 15 90 100 99 100 ½″ 25 60 90 100 99 100 ⅜″ 10
30 0 5 20 55 40 70 85 100 No. 4 0 5 0 10 0 10 0 15 10 30 No. 8 0 5 0 5 0 5 0 10 No. 16 0 5 All percentages are by weight. Where coarse aggregate size 467 is used, the aggregate may
be furnished in at least two separate sizes. Coarse aggregate shall contain no piece of greater size than two times the maximum sieve size for the specified grading measured along the
line of greatest dimension. 9-03.1(5) Combined Aggregate Gradation for Concrete As an alternative to using the fine aggregate sieve grading requirements in Section 9-03.1(2)B, and coarse
aggregate sieve grading requirements in Section 9-03.1(4)C, a combined aggregate gradation conforming to the requirements of Section 9-03.1(5)A may be used. 9-03.1(5)A Deleterious Substances
The amount of deleterious substances in the washed aggregates ⅜ inch or larger shall not exceed the values specified in Section 9-03.1(4)A and for aggregates smaller than ⅜ inch they
shall not exceed the values specified in Section 9-03.1(2)A. Page 9-14 2022 Standard Specifications M 41-10 9-03 Aggregates 9-03.1(5)B Grading The combined aggregate shall conform to
the following requirements based upon the nominal maximum aggregate size. Nominal Maximum Aggregate Size 3 2-½ 2 1-½ 1 ¾ ½ ⅜ No. 4 3½″ 99-100 3″ 93-100* 99-100 2½″ 92-100* 99-100 2″
76-90 90-100* 99-100 1½″ 66-79 71-88 87-100* 99-100 1″ 54-66 58-73 64-83 82-100* 99-100 ¾″ 47-58 51-64 55-73 62-88 87-100* 99-100 ½″ 38-48 41-54 45-61 57-83 81-100* 99-100 ⅜″ 33-43
35-47 39-54 43-64 60-88 86-100* 99-100 No. 4 22-31 24-34 26-39 29-47 34-54 41-64 48-73 68-100* No. 8 15-23 16-25 17-29 19-34 22-39 27-47 31-54 39-73 No. 16 9-17 10-18 11-21 12-25 14-29
17-34 20-39 24-54 28-73 No. 30 5-12 6-14 6-15 7-18 8-21 9-25 11-29 13-39 16-54 No. 50 2-9 2-10 3-11 3-14 3-15 4-18 5-21 6-29 7-39 No. 100 0-7 0-7 0-8 0-10 0-11 0-14 0-15 0-21 0-29 No.
200 0-2.0 0-2.0 0-2.0 0-2.0 0-2.0 0-2.0 0-2.0 0-2.0 0-2.5 *Nominal Maximum Size All percentages are by weight. Nominal maximum size for concrete aggregate is defined as the smallest
standard sieve opening through which the entire amount of the aggregate is permitted to pass. Standard sieve sizes shall be those listed in ASTM C33. The Contracting Agency may sample
each aggregate component prior to introduction to the weigh batcher or as otherwise determined by the Engineer. Each component will be sieve analyzed separately in accordance with FOP
for WAQTC/AASHTO T 27/T 11. All aggregate components will be mathematically re-combined by the proportions (percent of total aggregate by weight), provided by the Contractor on Concrete
Mix Design Form 350-040. 9-03.2 Aggregate for Job-Mixed Portland Cement or Blended Hydraulic Cement Mortar Fine aggregate for portland cement or blended hydraulic cement mortar shall
consist of sand or other inert materials, or combinations thereof, accepted by the Engineer, having hard, strong, durable particles free from adherent coating. Fine aggregate shall
be washed thoroughly to remove clay, loam, alkali, organic matter, or other deleterious matter. The amount of deleterious substances in the washed aggregate shall not exceed the limit
specified in Section 9-03.1(2)A. 2022 Standard Specifications M 41-10 Page 9-15 Aggregates 9-03 9-03.2(1) Grading for Surface Finishing Applications Fine aggregate shall be graded to
conform to the following requirements expressed as percentage by weight: Sieve Percent Passing Natural Sand Manufactured Sand Min. Max. Min. Max. No. 4 99 100 99 100 No. 8 90 100 90
100 No. 16 60 90 60 90 No. 30 35 70 35 70 No. 50 10 30 20 40 No. 100 0 5 10 25 No. 200 0 3 0 10 9-03.2(2) Grading for Masonry Mortar Applications Fine aggregate shall be graded to conform
to the following requirements expressed as percent age by weight: Sieve Percent Passing Natural Sand Manufactured Sand Min. Max. Min. Max. No. 4 99 100 99 100 No. 8 95 100 95 100 No.
16 70 100 70 100 No. 30 40 75 40 75 No. 50 10 35 20 40 No. 100 2 15 10 25 No. 200 0 5 0 10 9-03.3 Vacant 9-03.4 Aggregate for Bituminous Surface Treatment 9-03.4(1) General Requirements
Aggregate for bituminous surface treatment shall be manufactured from ledge rock, talus, or gravel, in accordance with Section 3-01. Aggregates for Bituminous Surface Treatment shall
meet the following test requirements: Los Angeles Wear, 500 Rev. 35 percent max. Degradation Factor 30 min. Page 9-16 2022 Standard Specifications M 41-10 9-03 Aggregates 9-03.4(2)
Grading and Quality Aggregate for bituminous surface treatment shall conform to the requirements in the table below for grading and quality. The particular type or grading to be used
shall be as shown in the Plans. All percentages are by weight. The material shall meet the requirements for grading and quality when placed in hauling vehicles for delivery to the roadway,
or during manufacture and placement into a temporary stockpile. The exact point of acceptance will be determined by the Engineer. Crushed Screening percent Passing ¾″-½″ ⅝″-No. 4 ½″-No.
4 ⅜″-No. 4 No. 4-0 1″ 99-100 ¾″ 95-100 99-100 ⅝″ 95-100 99-100 ½″ 0-20 90-100 99-100 ⅜″ 0-5 60-85 70-90 99-100 No. 4 0-10 0-3 0-5 76-100 No. 10 0-3 30-60 No. 200 0-1.5 0-1.5 0-1.5 0-1.5
0-10.0 % fracture, by weight, min. 90 90 90 90 90 All percentages are by weight. The fracture requirement shall be at least one fractured face and will apply to the combined aggregate
retained on the No. 4 sieve in accordance with FOP for AASHTO T 335. The finished product shall be clean, uniform in quality, and free from wood, bark, roots, and other deleterious
materials. Crushed screenings shall be substantially free from adherent coatings. The presence of a thin, firmly adhering film of weathered rock shall not be considered as coating unless
it exists on more than 50 percent of the surface area of any size between successive laboratory sieves. The portion of aggregate for bituminous surface treatment retained on a No. 4
sieve shall not contain more than 0.1 percent deleterious materials by weight. Fine aggregate used for choke stone applications meeting the grading requirements of Section 9-03.1(2)B
may be substituted for the No. 4-0 gradation. 9-03.5 Vacant 9-03.6 Vacant 9-03.7 Vacant 2022 Standard Specifications M 41-10 Page 9-17 Aggregates 9-03 9-03.8 Aggregates for Hot Mix
Asphalt 9-03.8(1) General Requirements Aggregates for Hot Mix Asphalt shall meet the following test requirements: Los Angeles Wear, 500 Rev. 30 percent max. Degradation Factor, Wearing
Course 30 min. Degradation Factor, Other Courses 20 min. Sand Equivalent 45 min. Aggregate sources that have 100 percent of the mineral material passing the No. 4 sieve shall be limited
to no more than 5 percent of the total weight of aggregate. Aggregates shall be uniform in quality, substantially free from wood, roots, bark, extraneous materials, and adherent coatings.
The presence of a thin, firmly adhering film of weathered rock will not be considered as coating unless it exists on more than 50 percent of the surface area of any size between consecutive
laboratory sieves. Aggregate removed from deposits contaminated with various types of wood waste shall be washed, processed, selected, or otherwise treated to remove sufficient wood
waste so that the oven dried material retained on a No. 4 sieve shall not contain more than 0.1 percent by weight of material with a specific gravity less than 1.0. 9-03.8(2) HMA Test
Requirements Aggregate for HMA shall meet the following test requirements: 1. Vacant 2. The fracture requirements for the combined coarse aggregate shall apply to the material retained
on the No. 4 sieve and above, when tested in accordance with FOP for AASHTO T 335. ESAL’s (millions) # Fractured Faces % Fracture < 10 1 or more 90 ≥ 10 2 or more 90 3. The uncompacted
void content for the combined fine aggregate is tested in accordance with FOP for AASHTO T 304, Method A. The minimum percent voids shall be as required in the following table: Traffic
HMA Evaluation ESAL’s (millions) Statistical Commercial < 3 40 40 ≥ 3 44 40 4. The minimum sand equivalent for the aggregate shall be 45. Page 9-18 2022 Standard Specifications M 41-10
9-03 Aggregates The mix design shall produce HMA mixtures when combined with RAP, RAS, coarse and fine aggregate within the limits set forth in Section 9-03.8(6) and mixed in the laboratory
with the designated grade of asphalt binder, using the Superpave gyratory compactor in accordance with FOP for AASHTO T 312, and at the required gyrations for N initial, N design, and
N maximum with the following properties: Mix Criteria HMA Class ⅜ inch ½ inch ¾ inch 1 inch Min. Max. Min. Max. Min. Max. Min. Max. Voids in Mineral Aggregate (VMA), % 15.0 14.0 13.0
12.0 Voids Filled With Asphalt (VFA), % ESAL’s (millions) VFA < 0.3 70 80 70 80 70 80 67 80 0.3 to < 3 65 78 65 78 65 78 65 78 ≥ 3 73 76 65 75 65 75 65 75 Dust/Asphalt Ratio 0.6 1.6
0.6 1.6 0.6 1.6 0.6 1.6 Test Method ESAL’s (millions) Number of Passes Hamburg Wheel-Track Testing, FOP for AASHTO T 324 Minimum Number of Passes with no Stripping Inflection Point
and Maximum Rut Depth of 10 mm < 0.3 10,000 0.3 to < 3 12,500 ≥ 3 15,000 Indirect Tensile (IDT) Strength (psi) of Bituminous Materials FOP for ASTM D6931 175 Maximum ESAL’s (millions)
N initial N design N maximum % Gmm < 0.3 ≤ 91.5 96.0 ≤ 98.0 0.3 to < 3 ≤ 90.5 96.0 ≤ 98.0 ≥ 3 ≤ 89.0 96.0 ≤ 98.0 Gyratory Compaction (number of gyrations) < 0.3 6 50 75 0.3 to < 3 7
75 115 > 3 8 100 160 The mix criteria for Hamburg Wheel-Track Testing and Indirect Tensile Strength do not apply to HMA accepted by commercial evaluation. When material is being produced
and stockpiled for use on a specific contract or for a future contract, the uncompacted void content, fracture, and sand equivalent requirements shall apply at the time of stockpiling.
When material is used from a stockpile that has not been tested as provided above, the Specifications for uncompacted void content, fracture, and sand equivalent shall apply at the
time of its introduction to the cold feed of the mixing plant. 2022 Standard Specifications M 41-10 Page 9-19 Aggregates 9-03 9-03.8(3) Grading 9-03.8(3)A Gradation The Contractor may
furnish aggregates for use on the same contract from multiple stockpiles. The gradation of the aggregates shall be such that the completed mixture complies in all respects with the
pertinent requirements of Section 9-03.8(6). Acceptance of the aggregate gradation shall be based on samples taken from the final mix. 9-03.8(3)B Gradation – Recycled Asphalt Pavement
and Mineral Aggregate The gradation for the new aggregate used in the production of the HMA shall be the responsibility of the Contractor, and when combined with recycled material,
the combined material shall meet the gradation Specification requirements for the specified Class HMA as listed in Section 9-03.8(6) or as shown in the Special Provisions. The new aggregate
shall meet the general requirements listed in Section 9-03.8(1) and Section 9-03.8(2). No contamination by deleterious materials shall be allowed in the old asphalt concrete used. For
HMA with greater than 20 percent RAP by total weight of HMA the RAP shall be processed to ensure that 100 percent of the material passes a sieve twice the size of the maximum aggregate
size for the class of mix to be produced. When any amount of RAS is used in the production of HMA the RAS shall be milled, crushed or processed to ensure that 100 percent of the material
passes the ½ inch sieve. Extraneous materials in RAS such as metals, glass, rubber, soil, brick, tars, paper, wood and plastic shall not exceed 2.0 percent by mass as determined on
material retained on the No. 4 sieve. 9-03.8(4) Vacant 9-03.8(5) Mineral Filler Mineral filler, when used in HMA mix, shall conform to the requirements of AASHTO M 17. 9-03.8(6) HMA
Proportions of Materials The materials of which HMA is composed shall be of such sizes, grading, and quantity that, when proportioned and mixed together, they will produce a well graded
mixture within the requirements listed below. Page 9-20 2022 Standard Specifications M 41-10 9-03 Aggregates The aggregate percentage refers to completed dry mix, and includes mineral
filler when used. Aggregate Gradation Control Points Sieve Sizes Percent Passing ⅜ inch ½ inch ¾ inch 1 inch 1½″ 99-100 1″ 99-100 90-100 ¾″ 99-100 90-100 90 Maximum ½″ 99-100 90-100
90 Maximum ⅜″ 90-100 90 Maximum No. 4 90 Maximum No. 8 32-67 28-58 23-49 19-45 No. 200 2.0-7.0 2.0-7.0 2.0-7.0 1.0-7.0 9-03.8(7) HMA Tolerances, Specification Limits and Adjustments
1. Job Mix Formula Tolerances and Specification Limits – The constituents of the HMA mixture at the time of acceptance shall conform to the following tolerances and specification limits:
Job Mix Formula Aggregate Tolerance Limits Aggregate, Percent Passing Statistical Evaluation Visual Evaluation 1", 3/4", 1/2" and 3/8" sieves ± 6% ± 8% No. 4 sieve ± 5% ± 8% No. 8 sieve
± 4% ± 8% No. 200 sieve ± 2% ± 3% Voids in Mineral Aggregate (VMA) Tolerance Limit from the Minimum VMA Value in Section 9-03.8(2) HMA Test Requirements Statistical Evaluation HMA
Class 3/8 inch 1/2 inch 3/4 inch 1 inch -0.5% -0.5% -0.5% -0.5% Specification Limits HMA Mix Property Statistical Evaluation Visual Evaluation Asphalt Binder - 0.4% to + 0.5% ± 0.7%
Air Voids, Va 2.5% minimum to 5.5% maximum These tolerance and specification limits constitute the allowable limits as described in Section 1-06.2. The tolerance limit for aggregate
shall not exceed the limits of the control points, except the tolerance limits for sieves designated as 100 percent passing will be 99-100. 2022 Standard Specifications M 41-10 Page
9-21 Aggregates 9-03 2. Job Mix Formula Adjustments – An adjustment to the aggregate gradation or asphalt binder content of the JMF requires approval of the Engineer. Adjustments to
the JMF will only be considered if the change produces material of equal or better quality and may require the development of a new mix design if the adjustment exceeds the amounts
listed below. a. Aggregates – The maximum adjustment from the approved mix design shall be 2 percent for the aggregate passing the 1½″, 1″, ¾″, ½″, ⅜″, and the No. 4 sieves, 1 percent
for aggregate passing the No. 8 sieve, and 0.5 percent for the aggregate passing the No. 200 sieve. The adjusted JMF shall be within the range of the control points in Section 9-03.8(6).
b. Asphalt Binder Content – The Engineer may order or approve changes to asphalt binder content. The maximum adjustment from the approved mix design for the asphalt binder content shall
be 0.3 percent. 9-03.9 Aggregates for Ballast and Crushed Surfacing 9-03.9(1) Ballast Ballast shall consist of crushed, partially crushed, or naturally occurring granular material from
approved sources manufactured in accordance with the provisions of Section 3-01. Aggregates for ballast shall meet the following test requirements: Los Angeles Wear, 500 Rev 40 percent
max. Degradation Factor 15 min. Ballast shall meet the following requirements for grading and quality when placed in hauling vehicles for delivery to the roadway or during manufacture
and placement into a temporary stockpile. The exact point of acceptance will be determined by the Engineer. The portion of ballast retained on No. 4 sieve shall not contain more than
0.2 percent wood waste. Sieve Size Percent Passing 2½″ 99-100 2″ 65-100 1″ 50-85 No. 4 26-44 No. 40 16 max. No. 200 9.0 max. Dust Ratio: ⅔ max. Sand Equivalent 35 min. All percentages
are by weight. Page 9-22 2022 Standard Specifications M 41-10 9-03 Aggregates 9-03.9(2) Permeable Ballast Permeable ballast shall meet the requirements of Section 9-03.9(1) for ballast
except for the following special requirements. The grading and quality requirements are: Sieve Size Percent Passing 2½″ 99-100 2″ 65-100 ¾″ 40-80 No. 4 5 max. No. 100 0-2 % Fracture
75 min. All percentages are by weight. The sand equivalent value and dust ratio requirements do not apply. The fracture requirement shall be at least one fractured face and will apply
the combined aggregate retained on the No. 4 sieve in accordance with FOP for AASHTO T 335. 9-03.9(3) Crushed Surfacing Crushed surfacing shall be manufactured from ledge rock, talus,
or gravel in accordance with the provisions of Section 3-01. The materials shall be uniform in quality and substantially free from wood, roots, bark, and other extraneous material and
shall meet the following quality test requirements: Los Angeles Wear, 500 Rev. 35 percent max. Degradation Factor – Top Course 25 min. Degradation Factor – Base Course 15 min. Crushed
surfacing of the various classes shall meet the following requirements for grading and quality when placed in hauling vehicles for delivery to the roadway, or during manufacture and
placement into a temporary stockpile. The exact point of acceptance will be determined by the Engineer. 2022 Standard Specifications M 41-10 Page 9-23 Aggregates 9-03 Sieve Size Base
Course Top Course and Keystone Percent Passing 1¼″ 99-100 1″ 80-100 ¾″ 99-100 ⅝″ 50-80 ½″ 80-100 No. 4 25-45 46-66 No. 40 3-18 8-24 No. 200 7.5 max. 10.0 max. % Fracture 75 min. 75
min. Sand Equivalent 40 min. 40 min. All percentages are by weight. The fracture requirement shall be at least one fractured face and will apply to the combined aggregate retained on
the No. 4 sieve in accordance with FOP for AASHTO T 335. The portion of crushed surfacing retained on a No. 4 sieve shall not contain more than 0.15 percent wood waste. 9-03.9(4) Maintenance
Rock Maintenance rock shall meet all requirements of Section 9-03.9(3) for crushed surfacing top course except that it shall meet the following Specifications for grading: Sieve Size
Percent Passing ⅝″ 99-100 ½″ 90-100 No. 4 45-66 No. 40 10-25 No. 200 7 max. All percentages are by weight. 9-03.10 Aggregate for Gravel Base Gravel base shall consist of granular material,
either naturally occurring or processed. It shall be essentially free from various types of wood waste or other extraneous or objectionable materials. It shall have such characteristics
of size and shape that it will compact readily, and the maximum particle size shall not exceed ⅔ of the depth of the layer being placed. Gravel base shall meet the following requirements
for grading and quality when placed in hauling vehicles for delivery to the roadway or during manufacture and placement into a temporary stockpile. The exact point of acceptance will
be determined by the Engineer. Page 9-24 2022 Standard Specifications M 41-10 9-03 Aggregates Sieve Size Percent Passing 2″ 75-100 No. 4 22-100 No. 200 0-10 Dust Ratio: ⅔ max. Sand
Equivalent 30 min. All percentages are by weight. Gravel base material retained on a No. 4 sieve shall contain not more than 0.20 percent by weight of wood waste. 9-03.11 Streambed
Aggregates Streambed aggregates shall be naturally occurring water rounded aggregates. Aggregates from quarries, ledge rock, and talus slopes are not acceptable for these applications.
Streambed aggregates shall meet the following test requirements for quality: Aggregate Property Test Method Requirement Degradation Factor WSDOT T 113 15 min. Los Angeles Wear, 500
Rev. AASHTO T 96 50% max. Bulk Specific Gravity AASHTO T 85 2.55 min. 9-03.11(1) Streambed Sediment Streambed sediment shall meet the following requirements for grading when placed
in hauling vehicles for delivery to the project or during manufacture and placement into temporary stockpile. Alternate gradations may be used if proposed by the Contractor and accepted
by the Engineer. The Contractor shall submit a Type 2 Working Drawing consisting of 0.45 power maximum density curve of the proposed gradation. The alternate gradation shall closely
follow the maximum density line and have Nominal Aggregate Size of no less than 1½ inches or no greater than 3 inches. The exact point of acceptance will be determined by the Engineer.
Sieve Size Percent Passing 2½″ 99-100 2″ 65-95 1″ 50-85 No. 4 26-44 No. 40 16 max. No. 200 5.0-9.0 All percentages are by weight. The portion of sediment retained on No. 4 sieve shall
not contain more than 0.2 percent wood waste. 2022 Standard Specifications M 41-10 Page 9-25 Aggregates 9-03 9-03.11(2) Streambed Cobbles Streambed cobbles shall be clean, naturally
occurring water rounded gravel material. Streambed cobbles shall have a well-graded distribution of cobble sizes and conform to one or more of the following gradings as shown in the
Plans: Percent Passing Approximate Size1 4″ Cobbles 6″ Cobbles 8″ Cobbles 10″ Cobbles 12″ Cobbles 12″ 99-100 10″ 99-100 70-90 8″ 99-100 70-90 6″ 99-100 70-90 5″ 70-90 30-60 4″
99-100 30-60 3″ 70-90 30-60 2″ 30-60 1½″ 20-50 ¾″ 10 max. 10 max. 10 max. 10 max. 10 max. 1Approximate Size can be determined by taking the average dimension of the three axes of the
rock, Length, Width, and Thickness, by use of the following calculation: Length + Width + Thickness 3 = Approximate Size Length is the longest axis, width is the second longest axis,
and thickness is the shortest axis. The grading of the cobbles shall be determined by the Engineer by visual inspection of the load before it is dumped into place, or, if so ordered
by the Engineer, by dumping individual loads on a flat surface and sorting and measuring the individual rocks contained in the load. Page 9-26 2022 Standard Specifications M 41-10 9-03
Aggregates 9-03.11(3) Streambed Boulders Streambed boulders shall be hard, sound and durable material, free from seams, cracks, and other defects tending to destroy its resistance to
weather. Streambed Boulders shall be rounded to sub-angular in shape and the thickness axis shall be greater than 60 percent of the length axis. Streambed boulders sizes are approximately
as follows, see Plans for sizes specified: Rock Size1 Approximate Size One Man 12″ – 18″ Two Man 18″ – 28″ Three Man 28″ – 36″ Four Man 36″ – 48″ Five Man 48″ – 54″ Six Man 54″ – 60″
1Approximate Size can be determined by taking the average dimension of the three axes of the rock, Length, Width, and Thickness, by use of the following calculation: Length + Width
+ Thickness 3 = Approximate Size Length is the longest axis, width is the second longest axis, and thickness is the shortest axis. 9-03.11(4) Habitat Boulders Habitat boulders shall
be hard, sound and durable material, free from seams, cracks, and other defects tending to destroy its resistance to weather. Habitat Boulders shall be rounded to sub-angular in shape
and the thickness axis shall be greater than 60 percent of the width axis and the length shall be 1.5 to 3 times the width axis. Habitat boulders sizes are approximately as follows,
see Plans for sizes specified: Rock Size1 Approximate Size Three Man 28″ - 36″ Four Man 36″ - 48″ Five Man 48″ - 54″ Six Man 54″ - 60″ 1Approximate Size can be determined by taking
the average dimension of the three axes of the rock, Length, Width, and Thickness, by use of the following calculation: Length + Width + Thickness 3 = Approximate Size Length is the
longest axis, width is the second longest axis, and thickness is the shortest axis. 2022 Standard Specifications M 41-10 Page 9-27 Aggregates 9-03 9-03.12 Gravel Backfill Gravel backfill
shall consist of crushed, partially crushed, or naturally occurring granular material produced in accordance with the provisions of Section 3-01. 9-03.12(1) Gravel Backfill for Foundations
9-03.12(1)A Class A Gravel backfill for foundations, Class A, shall conform to the requirements of Section 9-03.9(1) for ballast or Section 9-03.9(3) for crushed surfacing base course.
9-03.12(1)B Class B Gravel backfill for foundations, Class B, shall conform to the requirements of Section 9-03.10. 9-03.12(2) Gravel Backfill for Walls Gravel backfill for walls shall
consist of free draining granular material, essentially free from various types of wood waste or other extraneous or objectionable materials. It shall meet the following requirements
for grading and quality when placed in hauling vehicles for delivery to the roadway or during manufacture and placement into a temporary stockpile. The exact point of acceptance will
be determined by the Engineer. Sieve Size Percent Passing 4″ 99-100 2″ 75-100 No. 4 22-66 No. 200 5.0 max. Dust Ratio: % Passing No. 200 % Passing No. 40 ⅔ max. Sand Equivalent 60 min.
All percentages are by weight. That portion of the material retained on a No. 4 sieve shall contain not more than 0.20 percent by weight of wood waste. Page 9-28 2022 Standard Specifications
M 41-10 9-03 Aggregates 9-03.12(3) Gravel Backfill for Pipe Zone Bedding Gravel backfill for pipe zone bedding shall consist of crushed, processed, or naturally occurring granular material.
It shall be free from various types of wood waste or other extraneous or objectionable materials. It shall have such characteristics of size and shape that it will compact and shall
meet the following Specifications for grading and quality: Sieve Size Percent Passing 1½″ 99-100 1″ 75-100 ⅝″ 50-100 No. 4 20-80 No. 40 3-24 No. 200 10.0 max. Sand Equivalent 35 min.
All percentages are by weight. If, in the opinion of the Engineer, the native granular material is free from wood waste, organic material, and other extraneous or objectionable materials,
but otherwise does not conform to the Specifications for grading and Sand Equivalent, it may be used for pipe bedding for rigid pipes, provided the native granular material has a maximum
dimension of 1½ inches. 9-03.12(4) Gravel Backfill for Drains Gravel backfill for drains shall conform to the following gradings: Sieve Size Percent Passing 1″ 99-100 ¾″ 80-100 ⅜″ 0-40
No. 4 0-4 No. 200 0-2 As an alternative, AASHTO grading No. 57 may be used in accordance with Section 9-03.1(4)C. Alkali silica reactivity testing is not required. 2022 Standard Specifications
M 41-10 Page 9-29 Aggregates 9-03 9-03.12(5) Gravel Backfill for Drywells Gravel backfill for drywells shall conform to the following gradings: Sieve Size Percent Passing 1½″ 99-100
1″ 50-100 ¾″ 0-20 ⅜″ 0-2 No. 200 0-1.5 As an alternative, AASHTO grading No. 4 may be used in accordance with Section 9-03.1(4)C. Alkali silica reactivity testing is not required. 9-03.13
Backfill for Sand Drains Backfill for sand drains shall conform to the following grading: Sieve Size Percent Passing ½″ 90-100 No. 4 57-100 No. 10 40-100 No. 50 3-30 No. 100 0-4 No.
200 0-3.0 All percentages are by weight. That portion of backfill retained on a No. 4 sieve shall contain not more than 0.05 percent by weight of wood waste. 9-03.13(1) Sand Drainage
Blanket Aggregate for the sand drainage blanket shall consist of granular material, free from wood, bark, or other extraneous material and shall meet the following requirements for
grading: Sieve Size Percent Passing 2½″ 90-100 No. 4 24-100 No. 10 14-100 No. 50 0-30 No. 100 0-7.0 No. 200 0-3.0 All percentages are by weight. That portion of backfill retained on
a No. 4 sieve shall contain not more than 0.05 percent by weight of wood waste. Page 9-30 2022 Standard Specifications M 41-10 9-03 Aggregates 9-03.14 Borrow 9-03.14(1) Gravel Borrow
Aggregate for gravel borrow shall consist of granular material, either naturally occurring or processed, and shall meet the following requirements for grading and quality: Sieve Size
Percent Passing 4″ 99-100 2″ 75-100 No. 4 50-80 No. 40 30 max. No. 200 7.0 max. Sand Equivalent 50 min. All percentages are by weight. Ballast may be substituted for gravel borrow for
embankment construction. 9-03.14(2) Select Borrow Material for select borrow shall consist of granular material, either naturally occurring or processed, and shall meet the following
requirements for grading and quality: Sieve Size Percent Passing 6″1 99-100 3″ 75-100 No. 40 50 max. No. 200 10.0 max. Sand Equivalent 30 min. All percentages are by weight. 199 to
100 percent shall pass 4-inch-square sieve and 75 to 100 percent shall pass 2-inch sieve when select borrow is used in the top 2 feet of embankments or where Method C compaction is
required. 2022 Standard Specifications M 41-10 Page 9-31 Aggregates 9-03 9-03.14(3) Common Borrow Material for common borrow shall consist of granular or nongranular soil and/or aggregate
which is free of deleterious material. Deleterious material includes wood, organic waste, coal, charcoal, or any other extraneous or objectionable material. The material shall not contain
more than 3 percent organic material by weight. The plasticity index shall be determined using test method AASHTO T 89 and AASHTO T 90. The material shall meet one of the options in
the soil plasticity table below. Soil Plasticity Table Option Sieve Percent Passing Plasticity Index 1 No. 200 0 - 12 N/A 2 No. 200 12.1 - 35 6 or Less 3 No. 200 Above 35 0 All percentages
are by weight. If requested by the Contractor, the plasticity index may be increased with the approval of the Engineer. 9-03.14(4) Gravel Borrow for Structural Earth Wall All backfill
material within the reinforced zone for structural earth walls shall consist of granular material, either naturally occurring or processed, and shall be free draining, free from organic
or otherwise deleterious material. The material shall be substantially free of shale or other soft, poor durability particles, and shall not contain recycled materials, such as glass,
shredded tires, concrete rubble, or asphaltic concrete rubble. The backfill material shall meet the following requirements for grading and quality: Sieve Size Geosynthetic Reinforcement
percent Passing Metallic Reinforcement percent Passing 4 99-100 2 75-100 1¼″ 99-100 1″ 90-100 No. 4 50-80 50-80 No. 40 30 max. 30 max. No. 200 7.0 max. 7.0 max. Sand Equivalent 50 min.
50 min. All percentages are by weight Page 9-32 2022 Standard Specifications M 41-10 9-03 Aggregates Property Test Method Geosynthetic Reinforcement Requirements Metallic Reinforcement
Requirements Los Angeles Wear 500 rev. AASHTO T 96 35 percent max. 35 percent max. Degradation Factor WSDOT T 113 15 min. 15 min. Resistivity WSDOT T 417 3,000 ohm-cm, min. pH WSDOT
T 417 4.5 - 9 5 - 10 Chlorides AASHTO T 291 100 ppm max. Sulfates AASHTO T 290 200 ppm max. If the resistivity of the gravel borrow equals or exceeds 5,000 ohm-cm, the specified chloride
and sulfate limits may be waived. Wall backfill material satisfying these grading and property requirements shall be classified as nonaggressive. 9-03.15 Native Material for Trench
Backfill Trench backfill outside the roadway prism shall be excavated material free of wood waste, debris, clods or rocks greater than 6 inches in any dimension. 9-03.16 Vacant 9-03.17
Foundation Material Class A and Class B Foundation material Class A and Class B shall conform to the following gradations: Sieve Size Percent Passing Class A Class B 2½″ 98-100 95-100
2″ 92-100 75-100 1½″ 72-87 30-60 ¾″ 27-47 0-5 ⅜″ 3-14 No. 4 0-5 All percentages are by weight. 9-03.18 Foundation Material Class C Foundation material Class C shall consist of clean
bank run sand and gravel, free from dirt, roots, topsoil, and debris and contain not less than 35 percent retained on a No. 4 sieve and with all stones larger than 2 inches in the longest
dimension removed. 2022 Standard Specifications M 41-10 Page 9-33 Aggregates 9-03 9-03.19 Bank Run Gravel for Trench Backfill Trench backfill material shall consist of aggregate for
gravel base, as specified in Section 9-03.10, excepting however, that 100 percent of the material shall pass a 2½-inch screen. 9-03.20 Test Methods for Aggregates The properties enumerated
in these Specifications shall be determined in accordance with the following methods of test: Title Test Method FOP for AASHTO R 90 for Standard Practice for Sampling Aggregates FOP
for AASHTO R 90 Organic Impurities in Fine Aggregates for Concrete AASHTO T 21 Clay Lumps and Friable Particles in Aggregates AASHTO T 112 Resistance to Degradation of Small Size Coarse
Aggregate by Abrasion and Impact in the Los Angeles Machine AASHTO T 96 Material Finer than 0.075mm (No. 200) Sieve in Mineral Aggregates by Washing AASHTO T 11 FOP for AASHTO for Determining
the percentage of Fracture in Coarse Aggregates FOP for AASHTO T 335 FOP for WAQTC/AASHTO for Sieve Analysis of Fine and Coarse Aggregates FOP for WAQTC T 27/T 11 FOP for AASHTO T 176
for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test FOP for AASHTO T 176 Method of Test for Determination of Degradation Value WSDOT T 113 Particle Size
Analysis of Soils AASHTO T 88 9-03.21 Recycled Material 9-03.21(1) General Requirements Hot Mix Asphalt (HMA), Concrete Rubble, Recycled Glass (glass cullet), and Steel Furnace Slag
may be used as, or blended uniformly with, naturally occurring materials for aggregates. The final blended product and the recycled material component included in a blended product
shall meet the specification requirements for the specified type of aggregate. The Contracting Agency may collect verification samples at any time. Blending of more than one type of
recycled material into the naturally occurring materials requires approval of the Engineer prior to use. Prior to incorporating recycled materials into the work or storage on the job
site, the Contractor shall provide a certification on the source of the all recycled materials. Recycled materials obtained from the Contracting Agency’s roadways will not require toxicity
testing or certification for toxicity characteristics unless requested by the Engineer. Page 9-34 2022 Standard Specifications M 41-10 9-03 Aggregates Recycled materials that are not
from the Contracting Agency’s roadways shall not be incorporated into the work or imported to the job site until the Contractor provides testing and certification for toxicity characteristics
to the Engineer. The Contractor shall provide the following: 1. Identification of the recycled materials proposed for use. 2. Sampling documentation no older than 90 days from the date
the recycled material is placed on the project. Documentation shall include a minimum of five samples tested for total lead content by EPA Method 6010. Total lead test results shall
not exceed 250 ppm. Samples that exceed 100 ppm must then be prepared by EPA Method 1311, the Toxicity Characteristic Leaching Procedure (TCLP), where liquid extract is analyzed by
EPA Method 6010B. The TCLP test must be below 5.0 ppm. 3. Certification that the recycled materials are not Washington State Dangerous Wastes per the Dangerous Waste Regulations, WAC
173-303. 4. Certification that the recycled materials are in conformance with the requirements of the Standard Specifications prior to delivery. The certification shall include the
percent by weight of each recycled material. 9-03.21(1)A Reclaimed Asphalt Shingles Reclaimed asphalt shingles shall be non-asbestos containing material (ACM) as defined in 40 CFR 61
Subpart M and tested in accordance with 40 CFR part 763, subpart E, appendix E, Section 1. The Contractor shall keep all ACM test results on file and provide copies to the Engineer
when submitting a HMA mix design for approval in accordance with Section 5-04. The Contractor shall provide the testing and certification for toxicity characteristics in accordance
with Section 9-03.21(1) prior to delivery and placement of the recycled asphalt shingles and use of the RAS in HMA. 9-03.21(1)B Recycled Asphalt Pavement For recycled materials incorporating
hot mix asphalt, the product supplier shall certify that the blended material does not exceed the Maximum Allowable percentage of hot mix asphalt shown in Section 9-03.21(1)E. For RAP
that is not from the Contracting Agency’s roadway, the Contractor shall provide the testing and certification for toxicity characteristics in accordance with Section 9-03.21(1) prior
to delivery and placement of the RAP and use of the RAP in HMA. 9-03.21(1)C Recycled Concrete Aggregate Recycled concrete aggregates are coarse and fine aggregates manufactured from
hardened concrete mixtures. Recycled concrete aggregate may be used as coarse aggregate or blended with coarse aggregate for Commercial Concrete, Class 3000 concrete, or Cement Concrete
Pavement. Recycled concrete aggregate shall meet all of the requirements for coarse aggregate contained in Section 9-03.1(4) or 9-03.1(5). In addition to the requirements of Section
9-03.1(4) or 9-03.1(5), recycled concrete shall: 2022 Standard Specifications M 41-10 Page 9-35 Aggregates 9-03 1. Contain an aggregated weight of less than 1 percent of adherent fines,
vegetable matter, plastics, plaster, paper, gypsum board, metals, fabrics, wood, tile, glass, asphalt (bituminous) materials, brick, porcelain or other deleterious substance(s) not
otherwise noted; 2. Be free of components such as chlorides and reactive materials that are detrimental to the concrete, unless mitigation measures are taken to prevent recurrence in
the new concrete; 3. Have an absorption of less than 10 percent when tested in accordance with AASHTO T 85. 4. For Cement Concrete Pavement mix designs using recycled concrete aggregates,
the Contractor shall submit evidence that ASR mitigating measures control expansion in accordance with Section 9-03.1(1). Recycled concrete aggregate shall be in a saturated condition
prior to mixing. Recycled concrete, in any form, shall not be placed below the ordinary high water mark of any surface water of the State. 9-03.21(1)C1 Recycled Concrete Aggregate Approval
and Acceptance Recycled concrete aggregate shall be from either a Tier 1, Tier 2 or Tier 3 Reclamation Facility meeting the requirements below: Tier 1 Approval Requirements Approval
of the Reclamation Facility is not required nor is it required to be on the WSDOT Qualified Products List. Acceptance Requirements Certification of toxicity characteristics in accordance
with Section 9-03.21(1). Field acceptance testing in accordance with Section 3-04. Approved to provide the following Aggregate Materials: 9-03.10 Aggregate for Gravel Base 9-03.12(1)B
Gravel Backfill for Foundations Class B 9-03.12(2) Gravel Backfill for Walls 9-03.12(3) Gravel Backfill for Pipe Zone Bedding 9-03.14(1) Gravel Borrow 9-03.14(2) Select Borrow 9-03.14(2)
Select Borrow (greater than 3 feet below subgrade and side slope) 9-03.14(3) Common Borrow 9-03.14(3) Common Borrow (greater than 3 feet below subgrade and side slope) 9-03.17 Foundation
Material Class A and Class B 9-03.18 Foundation Material Class C 9-03.19 Bank Run Gravel for Trench Backfill Page 9-36 2022 Standard Specifications M 41-10 9-03 Aggregates Tier 2: For
WSDOT Recycled Concrete and WSDOT Return Concrete Approval Requirements The Reclamation Facility shall be listed on the WSDOT Qualified Products List. The Reclamation Facility shall
have a Quality Control Plan (QCP) in accordance with WSDOT QC 9 “Standard Practice for Approval of Reclamation Facilities of WSDOT Recycled Concrete and WSDOT Returned Concrete”. The
Reclamation Facility’s QCP shall be submitted through the QPL Engineer and approved by the WSDOT State Materials Laboratory. Once accepted, any changes to the QCP will require a new
QCP to be submitted for acceptance. Evaluation of aggregate source properties (LA Wear and Degradation) for the recycled concrete aggregate is not required. Acceptance Requirements
Certification of toxicity characteristics in accordance with Section 9-03.21(1), required if requested. Field acceptance testing in accordance with Section 3-04 is required. Provide
certification in accordance with WSDOT QC 9 for every lot. A lot shall be no larger than 10,000 tons. Approved to provide the following Aggregate Materials: Tier 1 aggregate materials
9-03.1 Coarse Aggregate for Commercial Concrete, Concrete class 3000, or Cement Concrete Pavement 9-03.9(1) Ballast 9-03.9(2) Permeable Ballast 9-03.9(3) Crushed Surfacing 9-03.12(1)A
Gravel Backfill for Foundations Class A 2022 Standard Specifications M 41-10 Page 9-37 Aggregates 9-03 Tier 3: For Recycled Concrete Aggregates from Stockpiles of Unknown Sources Approval
Requirements The Reclamation Facility shall be listed on the WSDOT Qualified Products List. The Reclamation Facility shall have a Quality Control Plan (QCP) in accordance with WSDOT
QC 10 “Standard Practice for Approval of Reclamation Facilities of Recycled Concrete Aggregates from Stockpiles of Unknown Sources”. The Reclamation Facility’s QCP shall be submitted
through the QPL Engineer and approved by the WSDOT State Materials Laboratory. Once accepted, any changes to the QCP will require a new QCP to be submitted for acceptance. Evaluation
of aggregate source properties (LA Wear and Degradation) for the recycled concrete aggregate is required. Acceptance Requirements Certification of toxicity characteristics in accordance
with Section 9-03.21(1) is required. Field acceptance testing in accordance with Section 3-04 is required. Provide certification in accordance with WSDOT QC 10 for every lot. A lot
shall be no larger than 10,000 tons. Approved to provide the following Aggregate Materials: Tier 1 aggregate materials 9-03.1 Coarse Aggregate for Commercial Concrete, Concrete class
3000, or Cement Concrete Pavement 9-03.9(1) Ballast 9-03.9(2) Permeable Ballast 9-03.9(3) Crushed Surfacing 9-03.12(1)A Gravel Backfill for Foundations Class A 9-03.21(1)D Recycled
Glass (glass cullet) Glass Cullet shall meet the requirements of AASHTO M318 with the additional requirement that the glass cullet is limited to the maximum amounts set in Section 9-03.21(1)E
for recycled glass. Prior to use the Contractor shall provide certification to the Engineer that the recycled glass meets the physical properties and deleterious substances requirements
in AASHTO M318. The Contractor shall provide the testing and certification for toxicity characteristics in accordance with Section 9-03.21(1) prior to delivery and placement of the
recycled glass and use of the recycled glass in other materials. 9-03.21(1)E Steel Slag The Contractor shall provide to the Engineer the steel furnace slag blends that will be used
in the final product prior to use. Recycled steel furnace slag shall not be placed below the ordinary high water mark of any water of the State. The Contractor shall provide the testing
and certification for toxicity characteristics in accordance with Section 9-03.21(1) prior to delivery and placement of the steel slag and use of the steel slag in other materials.
Page 9-38 2022 Standard Specifications M 41-10 9-03 Aggregates 9-03.21(1)F Table on Maximum Allowable percent (By Weight) of Recycled Material Maximum Allowable percent (by weight)
of Recycled Material Recycled Asphalt Pavement Recycled Concrete Aggregate Recycled Glass (glass cullet) Steel Slag Fine Aggregate for Concrete 9-03.1(2) 0 0 0 0 Coarse Aggregates for
Concrete 9-03.1(4) 0 0 0 0 Coarse Aggregate for Concrete Pavement 9-03.1(4) 0 100 0 0 Coarse Aggregate for Commercial Concrete and Class 3000 Concrete 9-03.1(4) 0 100 0 0 Aggregates
for Hot Mix Asphalt 9-03.8 See 5-04.2 0 0 20 Ballast 9-03.9(1) 25 100 20 20 Permeable Ballast 9-03.9(2) 25 100 20 20 Crushed Surfacing 9-03.9(3) 25 100 20 20 Aggregate for Gravel Base
9-03.10 25 100 20 20 Gravel Backfill for Foundations – Class A 9-03.12(1)A 25 100 20 20 Gravel Backfill for Foundations – Class B 9-03.12(1)B 25 100 20 20 Gravel Backfill for Walls
9-03.12(2) 0 100 20 20 Gravel Backfill for Pipe Zone Bedding 9-03.12(3) 0 100 20 20 Gravel Backfill for Drains 9-03.12(4) 0 0 20 0 Gravel Backfill for Drywells 9-03.12(5) 0 0 20 0 Backfill
for Sand Drains 9-03.13 0 0 20 0 Sand Drainage Blanket 9-03.13(1) 0 0 20 0 Gravel Borrow 9-03.14(1) 25 100 20 20 Select Borrow 9-03.14(2) 25 100 20 20 Select Borrow (greater than 3
feet below Subgrade and side slopes) 9-03.14(2) 100 100 20 20 Common Borrow 9-03.14(3) 25 100 20 20 Common Borrow (greater than 3 feet below Subgrade and side slopes) 9-03.14(3) 100
100 20 20 Foundation Material Class A and Class B 9-03.17 0 100 20 20 Foundation Material Class C 9-03.18 0 100 20 20 Bank Run Gravel for Trench Backfill 9-03.19 25 100 20 20 2022 Standard
Specifications M 41-10 Page 9-39 Joint Sealing Materials 9-04 9-04 Joint Sealing Materials 9-04.1 Premolded Joint Fillers 9-04.1(1) Asphalt Filler for Contraction and Longitudinal Joints
in Concrete Pavements Premolded joint filler for use in contraction and longitudinal joints shall be ⅛ inch in thickness and shall consist of a suitable asphalt mastic encased in asphalt
saturated paper or asphalt saturated felt. It shall be sufficiently rigid for easy installation in summer months and not too brittle for handling in cool weather. It shall meet the
following test requirements: When a strip 2 inches wide and 24 inches long is freely supported 2 inches from each end and maintained at a temperature of 70°F, it shall support a weight
of 100 grams placed at the center of the strip without deflecting downward from a horizontal position more than 2 inches within a period of 5 minutes. 9-04.1(2) Premolded Joint Filler
for Expansion Joints Premolded joint filler for use in expansion (through) joints shall conform to either AASHTO M213 Specifications for “Preformed Expansion Joint Fillers for Concrete
Paving and Structural Construction”, except that the requirement for water absorption is deleted, or ASTM D7174 Specifications for “Preformed Closed-Cell Polyolefin Expansion Joint
Fillers for Concrete Paving and Structural Construction”. As an alternative to the above, a semi-rigid, non-extruding, resilient type, closed-cell polypropylene foam, preformed joint
filler with the following physical properties as tested to ASTM D545 Standard Test Methods may be used. Closed-Cell Polypropylene Foam Preformed Joint Filler Physical Property Requirement
Test Method Water Absorption < 1.0% ASTM D545 Compression Recovery > 80% ASTM D545 Extrusion < 0.1 in. ASTM D545 Density > 3.5 lbs./cu.ft. ASTM D545 Water Boil (1 hr.) No expansion
ASTM D545 Hydrochloric Acid Boil (1 hr.) No disintegration ASTM D545 Heat Resistance °F 392˚F± 5˚F ASTM D545 9-04.1(3) Vacant Page 9-40 2022 Standard Specifications M 41-10 9-04 Joint
Sealing Materials 9-04.1(4) Elastomeric Expansion Joint Seals Premolded elastomeric expansion joint seals shall conform to the requirements of ASTM D2628 and shall be formed by an extrusion
process with uniform dimensions and smooth exterior surfaces. The cross-section of the seal shall be shaped to allow adequate compressed width of the seal, as approved by the Engineer.
9-04.2 Joint Sealants 9-04.2(1) Hot Poured Joint Sealants 9-04.2(1)A Hot Poured Sealant Hot poured sealant shall be sampled in accordance with ASTM D5167 and tested in accordance with
ASTM D5329. 9-04.2(1)A1 Hot Poured Sealant for Cement Concrete Pavement Hot poured sealant for cement concrete pavement shall meet the requirements of ASTM D6690 Type IV, except for
the following: 1. The Cone Penetration at 25°C shall be 130 maximum. 2. The extension for the Bond, non-immersed, shall be 100 percent. Hot poured sealant for cement concrete pavement
is acceptable for installations in joints where cement concrete pavement abuts a bituminous pavement. 9-04.2(1)A2 Hot Poured Sealant for Bituminous Pavement Hot poured sealant for bituminous
pavement shall meet the requirements of ASTM D6690 Type I or Type II. Hot poured sealant for bituminous pavement is acceptable for installations in joints where cement concrete pavement
abuts a bituminous pavement. 9-04.2(1)B Sand Slurry for Bituminous Pavement Sand slurry is mixture consisting of the following components measured by total weight: 1. Twenty percent
CSS-1 emulsified asphalt, 2. Two percent portland cement or blended hydraulic cement, and 3. Seventy-eight percent fine aggregate meeting the requirements of Section 9-03.1(2)B Class
2. Fine aggregate may be damp (no free water). 9-04.2(1)C Polymer Modified Asphalt Mastic Polymer modified asphalt mastic shall be prepackaged polymer modified asphalt binder and aggregate
meeting the requirements of ASTM D8260. 2022 Standard Specifications M 41-10 Page 9-41 Joint Sealing Materials 9-04 9-04.2(2) Poured Rubber Joint Sealer The physical properties of the
joint sealer, when mixed in accordance with the manufacturer’s recommendations, shall be as follows: 1. Color: Gray or black. 2.1 Viscosity: Must be pourable and self-leveling at 50ºF.
3.1 Application Life: Not less than 3 hours at 72ºF and 50 percent relative humidity. 4. Set to Touch: Not more than 24 hours at 72ºF and 50 percent relative humidity. 5. Curing Time:
Not more than 96 hours at 72ºF and 50 percent relative humidity. 6. Non-Volatile Content: Not less than 92 percent. 7. Hardness Rating (Durometer “Shore A”): 5-35. 8. Resiliency: Not
less than 80 percent. 9. Bond test methods shall be in accordance with ASTM D5329. 1Viscosity and application life may be waived providing the material is mixed and placed by a pump
and mixer approved by the Engineer. Suitable primer, if required by the manufacturer, shall be furnished with each joint sealer. The primer shall be suitable for brush or spray application
at 50ºF or higher and shall cure sufficiently at 50ºF to pour the joint within 24 hours. It shall be considered as an integral part of the sealer system. Any failure of the sealer in
the test described herein, attributable to the primer, shall be grounds for rejection or retesting of the sealer. 9-04.2(3) Single-Component Polyurethane Sealant Single-Component Polyurethane
sealant shall conform to ASTM C920 Type S Grade NS Class 25 Use M or ASTM C920 Type S Grade NS Class 35 Use M. Single-Component Polyurethane sealant shall be compatible with the closed
cell foam backer rod. When required, compatibility characteristics of sealants in contact with backer rods shall be determined by Test Method ASTM C1087. 9-04.2(3)A Closed Cell Foam
Backer Rod Closed cell foam backer rod for use with polyurethane sealant shall conform to ASTM C1330 Type C. Page 9-42 2022 Standard Specifications M 41-10 9-04 Joint Sealing Materials
9-04.3 Joint Mortar Mortar for hand mortared joints shall conform to Section 9-20.4(3) and consist of one part portland cement or blended hydraulic cement, three parts fine sand, and
sufficient water to allow proper workability. Cement shall conform to the requirements of AASHTO M 85, Type I or Type II. Sand shall conform to the requirements of AASHTO M 45. Water
shall conform to the requirements of Section 9-25.1. 9-04.4 Pipe Joint Gaskets 9-04.4(1) Rubber Gaskets for Concrete Pipes and Precast Manholes Rubber gaskets for use in joints of concrete
culvert or storm sewer pipe and precast manhole sections shall conform to the requirements of ASTM C443. Standard gaskets meeting the dimensions, tolerances, and physical requirements
of ASTM C1619, Class C shall be used unless the plans require oil resistant gaskets meeting the dimensions, tolerances, and physical requirements of ASTM C1619, Class D. 9-04.4(2) Vacant
9-04.4(3) Gaskets for Aluminum or Steel Culvert or Storm Sewer Pipe Rubber gaskets for use with metal culvert or storm sewer pipe shall be continuous closed cell, synthetic expanded
rubber gaskets conforming to the requirements of ASTM D1056, Grade 2B3. Butyl rubber gaskets for use with metal culvert or storm sewer pipe shall conform to the applicable requirements
of ASTM C990. 9-04.4(4) Rubber Gaskets for Aluminum or Steel Drain Pipe Gaskets for metal drain pipe shall be self-adhering, butyl-based, scrim-supported type. The gaskets shall be
as described in the Standard Plan when specified. 9-04.4(5) Protection and Storage Rubber gasket material shall be stored in a clean, cool place, protected from sunlight and contaminants.
They shall be protected from direct sunlight at all times except during actual installation. Pipes with gaskets affixed shall be installed in the line within 28 days. 2022 Standard
Specifications M 41-10 Page 9-43 Joint Sealing Materials 9-04 9-04.5 Flexible Plastic Gaskets The gasket material shall be produced from blends of refined hydrocarbon resins and plasticizing
materials reinforced with inert mineral filler and shall contain no solvents. It shall not depend on oxidizing, evaporating, or chemical action for adhesive or cohesive strength. It
shall be supplied in extruded rope form of such cross section and size as to adequately fill spaces between the precast sections. The gasket material shall be protected by a suitable
removable two-piece wrapper so designed as to permit removing one half, longitudinally, without disturbing the other. Its composition and properties shall conform to those set forth
below. Test Method Minimum Maximum Bitumen (Petroleum plastic content) ASTM D4 50 70 Ash-inert Mineral Matter AASHTO T 11 30 50 Penetration ASTM D217 32ºF (300gm) 60 sec 75 77ºF (150gm)
5 sec 50 120 115ºF (150gm) 5 sec 150 Softening Point AASHTO T 53 320ºF Specific Gravity at 77ºF ASTM D71 1.20 1.35 Weight per gallon, lb 10.0 11.3 Ductility at 77ºF (cm) ASTM D113 5.0
Flash Point COC, F ASTM D93 REV A 600 Fire Point COC, F AASHTO T 48 625 Volatile Matter ASTM D6 2.0 9-04.6 Expanded Polystyrene Expanded polystyrene shall be of a cellular molded type
with a density of 1.5 plus or minus 0.25 pounds per cubic foot. 9-04.7 Expanded Rubber Closed cell expanded rubber joint filler shall conform to ASTM D1056, Grade No. 2B3. 9-04.8 Flexible
Elastomeric Seals Flexible elastomeric seals for PVC drain pipe and underdrain pipe shall conform to the requirements of ASTM D3212. 9-04.9 Solvent Cements Solvent cements for PVC underdrain
pipe shall conform to the requirements of ASTM D2564. Page 9-44 2022 Standard Specifications M 41-10 9-04 Joint Sealing Materials 9-04.10 Butyl Rubber and Nitrile Rubber Butyl rubber
shall conform to ASTM D2000, M1 BA 610. If the Engineer determines that the area will be exposed to petroleum products, Nitrile rubber shall be used and shall conform to ASTM D2000,
M1 BG 610. 9-04.11 Butyl Rubber Sealant Butyl rubber sealant shall conform to ASTM C990. 9-04.12 External Sealing Band External sealing band shall be Type III B conforming to ASTM C877.
2022 Standard Specifications M 41-10 Page 9-45 Drainage Structures and Culverts 9-05 9-05 Drainage Structures and Culverts 9-05.0 Acceptance and Approval of Drainage Structures, and
Culverts The Drainage Structure or Culvert may be selected from the Qualified Products List, or submitted using a Request for Approval of Materials (RAM) in accordance with Section
1-06. Certain drainage materials may be accepted by the Engineer based on a modified acceptance criteria when materials are selected from the Qualified Products List (QPL). The modified
acceptance criteria are defined in the QPL for each material. 9-05.1 Drain Pipe 9-05.1(1) Concrete Drain Pipe Concrete drain pipe shall meet the requirements of ASTM C118, heavy-duty
drainage pipe. 9-05.1(2) Zinc Coated (Galvanized) or Aluminum Coated (Aluminized) Corrugated Iron or Steel Drain Pipe Zinc coated (galvanized) or aluminum coated (aluminized Type 2)
corrugated iron or steel drain pipe shall meet the requirements of AASHTO M36. The steel sheet thickness shall be 0.064 inch for 6-inch diameter and larger drain pipe. Zinc coated steel
shall meet the material requirements of AASHTO M218 (ASTM A929). Aluminum coated steel shall meet the material requirements of AASHTO M274 (ASTM A929). 9-05.1(2)A Coupling Bands Coupling
bands for zinc coated (galvanized) or aluminum coated (aluminized) corrugated iron or steel drain pipe shall meet the requirements of coupling bands for Type I pipe of AASHTO M36, except
that bands using projections (dimples) shall not be permitted. The bands shall be fabricated of the same material as the pipe, and with the same metallic protective treatment as the
pipe. Acceptable coupling bands are the two piece helically corrugated band with nonreformed ends and integrally formed flanges and those bands meeting the requirements of Section 9-05.4(7).
Page 9-46 2022 Standard Specifications M 41-10 9-05 Drainage Structures and Culverts 9-05.1(3) Corrugated Aluminum Alloy Drain Pipe Corrugated aluminum alloy drain pipe shall meet the
requirements of AASHTO M 196, without perforations. 9-05.1(3)A Coupling Bands Coupling bands for corrugated aluminum alloy drain pipe shall meet the requirements of coupling bands for
Type I pipe of AASHTO M196, except that bands using projections (dimples) shall not be permitted. The bands shall be fabricated of the same material as the pipe. Acceptable coupling
bands are the two piece helically corrugated band with nonreformed ends and integrally formed flanges and those bands meeting the requirements of Section 9-05.5(5). 9-05.1(4) Vacant
9-05.1(5) PVC Drain Pipe, Couplings, and Fittings PVC drain pipe, couplings, and fittings shall meet the requirements of AASHTO M 278. The maximum size pipe shall be 8 inches in diameter.
9-05.1(6) Corrugated Polyethylene Drain Pipe, Couplings, and Fittings (Up to 10 inch) Corrugated polyethylene drain pipe, couplings, and fittings shall meet the requirements of AASHTO
M252 type C (corrugated both inside and outside) or type S (corrugated outer wall and smooth inner liner). The maximum size pipe shall be 10 inches in diameter. Corrugated polyethylene
drain pipe manufacturers shall participate in the National Transportation Product Evaluation Program (NTPEP) work plan for HDPE (High Density Polyethylene) Thermoplastic Pipe and be
listed on the NTPEP audit website displaying they are NTPEP compliant. 9-05.1(7) Corrugated Polyethylene Drain Pipe, Couplings, and Fittings (12 inch Through 60 inch) Corrugated polyethylene
drain pipe, couplings, and fittings 12 inch through 60 inch diameter maximum, shall meet the minimum requirements of AASHTO M 294 Type S or 12-inch through 24-inch diameter maximum
shall meet the minimum requirements of AASHTO M294 Type C. Corrugated polyethylene drain pipe manufacturers shall participate in the National Transportation Product Evaluation Program
(NTPEP) work plan for HDPE (High Density Polyethylene) Thermoplastic Pipe and be listed on the NTPEP audit website displaying they are NTPEP compliant. 2022 Standard Specifications
M 41-10 Page 9-47 Drainage Structures and Culverts 9-05 9-05.2 Underdrain Pipe 9-05.2(1) Vacant 9-05.2(2) Perforated Concrete Underdrain Pipe Perforated concrete underdrain pipe shall
meet the requirements of AASHTO M175, Type I, except the perforations shall be approximately ½ inch in diameter. Strength requirements shall be as shown in Table I of AASHTO M86. 9-05.2(3)
Vacant 9-05.2(4) Zinc Coated (Galvanized) or Aluminum Coated (Aluminized) Corrugated Iron or Steel Underdrain Pipe Zinc coated (galvanized) or aluminum coated (aluminized type 2) corrugated
iron or steel underdrain pipe shall meet the fabrication requirements of AASHTO M36, except that perforations required in Class I, II, and III pipe may be located anywhere on the tangent
of the corrugations provided the other perforation spacing requirements remain as specified. Zinc coated steel shall meet the material requirements of AASHTO M 218 (ASTM A929). Aluminum
coated steel shall meet the material requirements of AASHTO M274 (ASTM A929). The pipe may conform to any one of the Type III pipes specified in AASHTO M 36, and perforations in Class
I, II, and III pipe may be drilled or punched. The sheet thickness shall be 0.064 inch for 6 inch and larger diameter underdrain pipe. 9-05.2(4)A Coupling Bands Coupling bands for zinc
coated (galvanized) or aluminum coated (aluminized) corrugated iron or steel underdrain pipe shall meet the requirements of coupling bands for Type III pipe of AASHTO M36. The bands
shall be fabricated of the same material as the pipe and with the same metallic protective treatment as the pipe, if metallic bands are used. Acceptable coupling bands are the two piece
helically corrugated band with nonreformed ends and integrally formed flanges, universal bands (dimple bands), a smooth sleeve type coupler, and those bands meeting the requirements
of Section 9-05.4(7). Smooth sleeve type couplers may be either plastic or steel suitable for holding the pipe firmly in alignment without the use of sealing compound or gaskets. 9-05.2(5)
Perforated Corrugated Aluminum Alloy Underdrain Pipe Perforated corrugated aluminum alloy underdrain pipe shall meet the requirements of AASHTO M196, except that the perforations may
be located anywhere on the tangent of the corrugations providing the other perforation spacing requirements remain as specified. Page 9-48 2022 Standard Specifications M 41-10 9-05
Drainage Structures and Culverts 9-05.2(5)A Coupling Bands Coupling bands for corrugated aluminum alloy underdrain pipe shall meet the requirements of coupling bands for Type III pipe
of AASHTO M196. The bands shall be fabricated of the same material of the pipe, if metallic bands are used. Acceptable coupling bands are the two piece helically corrugated band with
nonreformed ends and integrally formed flanges, universal bands (dimple bands), a smooth sleeve type coupler, and those bands meeting the requirements of Section 9-05.5(5). Smooth sleeve
type couplers may be either plastic or aluminum alloy suitable for holding the pipe firmly in alignment without the use of sealing compound or gaskets. 9-05.2(6) Perforated PVC Underdrain
Pipe Perforated PVC underdrain pipe shall meet the requirements of AASHTO M278. The maximum size pipe shall be 8 inches in diameter. 9-05.2(7) Perforated Corrugated Polyethylene Underdrain
Pipe (Up to 10 inch) Perforated corrugated polyethylene underdrain pipe shall meet the requirements of AASHTO M252, Type CP or Type SP. Type CP shall be Type C pipe with Class 2 perforations
and Type SP shall be Type S pipe with either Class 1 or Class 2 perforations. Additionally, Class 2 perforations shall be uniformly spaced along the length and circumference of the
pipe. The maximum size pipe shall be 10-inch diameter. Perforated corrugated polyethylene underdrain pipe manufacturers shall participate in the National Transportation Product Evaluation
Program (NTPEP) work plan for HDPE (High Density Polyethylene) Thermoplastic Pipe and be listed on the NTPEP audit website displaying they are NTPEP compliant. 9-05.2(8) Perforated
Corrugated Polyethylene Underdrain Pipe (12-Inch Through 60-Inch Diameter Maximum), Couplings, and Fittings Perforated corrugated polyethylene underdrain pipe (12-inch through 60-inch
diameter maximum), couplings, and fittings shall meet the requirements of AASHTO M294 Type CP or Type SP. Type CP shall be Type C pipe with Class 2 perforations and Type SP shall be
Type S pipe with either Class 1 or Class 2 perforations. Additionally, Class 2 perforations shall be uniformly spaced along the length and circumference of the pipe. Perforated corrugated
polyethylene underdrain pipe manufacturers shall participate in the National Transportation Product Evaluation Program (NTPEP) work plan for HDPE (High Density Polyethylene) Thermoplastic
Pipe and be listed on the NTPEP audit website displaying they are NTPEP compliant. 2022 Standard Specifications M 41-10 Page 9-49 Drainage Structures and Culverts 9-05 9-05.3 Concrete
Culvert Pipe 9-05.3(1) Plain Concrete Culvert Pipe Plain concrete culvert pipe shall be round and shall conform to the requirements of AASHTO M86, Class 2. 9-05.3(1)A End Design and
Joints All bell and spigot concrete culvert pipe shall be joined with rubber gaskets. The joints and gasket material shall meet the requirements of ASTM C990. Gasket material shall
be handled and stored in accordance with Section 9-04.4(5). The plane of the ends of the pipes shall be perpendicular to their longitudinal axes. 9-05.3(1)B Basis for Acceptance The
basis for acceptance of plain concrete culvert or drain pipe shall be on the results of three edge bearing tests performed at the manufacturer’s plant within the 90 day period immediately
preceding shipment of the pipe. 9-05.3(1)C Age at Shipment Plain concrete culvert pipe may be shipped when it meets all test requirements. Unless it is tested and accepted at an earlier
age, it shall not be considered ready for shipment sooner than 28 days after manufacture when made with Type II portland cement or blended hydraulic cement, nor sooner than 7 days when
made with Type III portland cement. 9-05.3(2) Reinforced Concrete Culvert Pipe Reinforced concrete culvert pipe shall be round and conform to the requirements of AASHTO M170 except
as herein provided. The wall thickness and steel area for all classes of pipe which are of a diameter not set forth in AASHTO M170, but within the maximum and minimum diameter limits
set forth therein, shall be determined by interpolation from data given in the tables for pipes of diameters next smaller and next larger, respectively. For all classes of pipe, except
Class I, which are of a diameter less than the minimum for the particular class set forth in AASHTO M170, the minimum wall thickness shall be 1¾ inch and the steel area shall not be
less than 0.06 square inch per linear foot of pipe barrel length. 9-05.3(2)A End Design and Joints Section 9-05.3(1)A will apply to reinforced concrete culvert pipe. Page 9-50 2022
Standard Specifications M 41-10 9-05 Drainage Structures and Culverts 9-05.3(2)B Basis for Acceptance The basis for acceptance of reinforced concrete pipe 60 inches in diameter and
smaller shall be determined by the results of the three edge bearing test for the load to produce a 0.01-inch crack, and testing to the ultimate load will ordinarily not be required,
except as necessary to obtain samples for making the absorption test. In lieu of broken pieces of pipe obtained as above provided, 4-inch diameter cores from pipe sections selected
by the Engineer may be furnished for performing the absorption test. Sections of pipe which have been tested to the actual 0.01-inch crack will ordinarily not be further load tested;
and such sections which meet or exceed the required strength and quality standards may be accepted for use on the project. Acceptance of reinforced concrete pipe larger than 60 inches
in diameter shall be based on inspection of the size and placement of the reinforcing steel, and, at the option of the Engineer, on compressive strength tests of 4-inch diameter cores
cut from the pipe, or on compressive strength of representative test cylinders cast with and cured with the pipe. 9-05.3(2)C Age at Shipment Reinforced concrete culvert pipe may be
shipped when it meets the requirements of Section 9-05.3(1)C. 9-05.3(2)D Elliptical Reinforcement In lieu of marking circular pipe with elliptical reinforcement in accordance with AASHTO
M170, the location of the top of the pipe shall be indicated by 3-inch, waterproof, painted stripes on the inside and outside of the pipe for a distance of 2 feet from each end of the
section. At the option of the Contractor, a lift hole or lift holes may be provided at the top of the pipe in lieu of the painted stripes. If one lift hole is provided, it shall be
at the balance point of the pipe; and if two lift holes are provided, they shall be spaced equidistant each side of the balance point. Such holes shall not interfere with the reinforcement.
After placing, open lift holes shall be filled with mortar conforming to Section 9-20.4(3) or concrete plugs before backfilling. In addition to the requirements as set forth in AASHTO
M170, it will be required on all pipe 30 inches and over in diameter with elliptical steel reinforcement that the manufacturer expose the reinforcement in not less than one of three
lengths of pipe manufactured. A hole exposing the steel shall be cut on the inside of the pipe at top or bottom and a second hole on the outside, 90 degrees from the top or bottom position.
After placing, holes exposing the reinforcement shall be filled with mortar conforming to Section 9-20.4(3) or concrete plugs before backfilling. 9-05.3(3) Beveled Concrete End Sections
Beveled concrete end sections shall be plain concrete conforming to AASHTO M 86 or reinforced concrete conforming to the applicable sections of AASHTO M170 with the design requirements
as listed in Table 2, Wall B, Circular Reinforcement in circular pipe, and the Standard Plans. 2022 Standard Specifications M 41-10 Page 9-51 Drainage Structures and Culverts 9-05 9-05.4
Steel Culvert Pipe and Pipe Arch Steel culvert pipe and pipe arch shall meet the fabrication requirements of AASHTO M36, Type I and Type II. Zinc coated steel shall meet the material
requirements of AASHTO M218 (ASTM A929). Aluminum coated steel shall meet the material requirements of AASHTO M274 (ASTM A929). 9-05.4(1) Elliptical Fabrication When elongated pipes
are specified, circular pipes shall be fabricated 5 percent out of round to form an elliptical section. The vertical or longer axis of the elliptical section shall be clearly marked
before shipping. 9-05.4(2) Mitered Ends The ends of steel culvert pipe or pipe arch shall not be beveled unless called for in the Plans. If beveled ends are specified, the ends of culvert
pipe over 30 inches in diameter shall be mitered to conform to the slope of the embankment in which the culvert is to be placed whether the culvert is constructed normal to or at an
angle with the centerline of the roadway. Beveled steel pipe end sections 12 inches through 30 inches in diameter shall be of the same material and thickness and have the same protective
coating as the pipe to which they are attached. Beveled pipe ends of these dimensions shall be constructed in conformance with the Standard Plans. 9-05.4(3) Protective Treatment Steel
pipe and pipe arch culverts shall be coated by one of the following protective treatments, when such treatment is specified: Treatment 1 Coated uniformly inside and out with asphalt
as per Section 9-05.4(4) (AASHTO M190 Type A) or with polymer as per Section 9-05.4(5). Treatment 2 Coated uniformly inside and out with asphalt and with an asphalt paved invert (AASHTO
M190 Type C) or with polymer as per Section 9-05.4(5). Treatment 3 This treatment is no longer available. Treatment 4 This treatment is no longer available. Treatment 5 Coated inside
and out with asphalt and a 100 percent periphery inside spun asphalt lining (AASHTO M 190 Type D). Treatment 6 This treatment is no longer available. Page 9-52 2022 Standard Specifications
M 41-10 9-05 Drainage Structures and Culverts 9-05.4(4) Asphalt Coatings and Paved Inverts Asphalt for asphalt coatings and paved inverts shall meet the requirements of AASHTO M190,
Section 4. The coatings for Treatments 1, 2, and 5 shall be uniform, inside and out, and applied in accordance with the following requirements: The metal shall be free from grease,
dirt, dust, moisture, or other deleterious contaminants. Either process described below may be used for application. 1. Pipe Not Preheated – The temperature of the asphalt at the time
of pipe immersion shall be 400ºF (plus or minus 3 degrees), and the duration of the immersion shall conform to the following schedule: Thickness in inches Steel Minimum Immersion Time
Minutes 0.064 2.5 0.079 3.0 0.109 5.0 0.138 6.5 0.168 8.0 2. Pipe Preheated – The asphalt shall have a temperature of 380ºF (plus or minus 3 degrees), and the pipe shall be brought
to a temperature of 300ºF to 350ºF before immersion. The paved invert for Treatment 2 shall consist of bituminous material applied in such a manner that one or more smooth pavements
will be formed in the invert filling the corrugations for at least 40 percent of the circumference. The pavement shall have a minimum thickness of ⅛ inch above the crest of the corrugations
except where the upper edges intercept the corrugation. The pavements shall be applied following the coating with asphalt. Treatment 5 may be substituted for Treatment 2, at the option
of the Contractor. 9-05.4(5) Polymer Protective Coating Polymer coated steel pipe and pipe-arch shall meet the fabrication requirements of AASHTO M36 (ASTM A760). Polymer protective
coatings shall meet the material requirements of AASHTO M246 (ASTM A742). Polymer coating shall be mill applied to galvanized steel coils before fabrication and shall measure 10 mils
thick on each side. 9-05.4(6) Spun Asphalt Lining Asphalt for spun linings over 100 percent periphery shall conform to AASHTO M 190, Section 4. Asphalt spun linings shall provide a
smooth surface for the full interior of the pipe by completely filling the corrugations to a minimum thickness of ⅛ inch above the crests. The interior lining shall be applied by centrifugal
or other approved methods. The interior shall be free from sags or runs, but slight residual corrugations due to cooling shrinkage of the lining will not be cause for rejection. At
the three sheet laps, an interior nonuniformity equal to the thickness of the sheet is allowable. The thickness of the lining shall be maintained to the ends of the pipe. 2022 Standard
Specifications M 41-10 Page 9-53 Drainage Structures and Culverts 9-05 The thickness of the lining over the crest of the corrugation shall not vary by an amount in excess of ½ inch
over the entire area of the spun lining. In the case of helical corrugated pipe manufactured with a continuous lock seam, an interior nonuniformity over the lock seam equal to the thickness
of two culvert sheets is allowable. 9-05.4(7) Coupling Bands Coupling bands for steel pipe shall be as shown in the Standard Plans and shall be fabricated of the same material as the
pipe. Bands may be up to three nominal thicknesses thinner than used for the pipe, but not thinner than 0.064 inches or thicker than 0.109 inches. Bands shall be coated with the same
metallic protective treatment as the pipe but shall not be coated with any asphalt protective treatment. Bands shall be made by the same manufacturer as the steel pipe selected for
installation. Corrugations on the bands shall be the same size and shape as those on the pipes to be connected. Steel bolts and nuts for coupling bands shall meet the requirements of
ASTM A307 and shall be galvanized in accordance with AASHTO M232. Steel angles, when required for coupling bands, shall meet the requirements of AASHTO M 36. When annular corrugated
bands are used to connect helically corrugated lock-seam pipe, the seam shall be welded at the pipe ends prior to recorrugating to prevent unraveling of the seam. All welds shall develop
the full strength of the parent metal. Bands shall conform to the corrugations of the pipe and shall meet all applicable requirements of AASHTO M36, with the following exceptions: Coupling
bands for all sizes of steel pipe arch with 3 by 1-inch corrugations shall be 24 inches wide. Type K coupling bands shall only be used on circular culvert pipe when extending an existing
culvert. Rubber gaskets shall be used and shall conform to the requirements of Section 9-04.4(3), match the width of the band, and have a minimum thickness of 1 inch. Type K coupling
bands are allowed for use on all sizes of steel pipe arch with 3 by 1-inch corrugations. Type K bands for this application shall be 24 inches wide. Rubber gaskets shall be used and
shall conform to the requirements of Section 9-04.4(3), match the width of the band, and have a minimum thickness of 1 inch. When Type K bands are used, pipe arch ends are not required
to be recorrugated. Gaskets are required for all culvert installations and shall meet the requirements of Section 9-05.10(1). 9-05.4(8) Steel Nestable Pipe Steel nestable pipe shall
meet the requirements for steel pipe of these Specifications except in the method of fabrication. Circular pipe shall be fabricated in two semicircles. Nestable pipe may be either the
stitch-type as hereinafter described or the flange-type in accordance with Military Designation MIL-P-236. One longitudinal edge of each half Page 9-54 2022 Standard Specifications
M 41-10 9-05 Drainage Structures and Culverts of the stitch-type nestable circular pipe shall be notched to provide interlocking seams which will form the two segments into the full
section when it is erected in the field. Hook and eye bolts, or other approved means, shall be provided to hold the segments firmly together. Individual plates shall be a minimum of
2 feet in length except for short or half sections required to complete the end section of the culvert. When protective treatment is specified in the Plans, nestable pipe shall be coated
with one of the treatments as provided in Section 9-05.4(3). 9-05.4(9) Steel End Sections The applicable provisions of AASHTO M36 shall apply to the construction of steel end sections,
except that the end sections shall be fabricated of the same material with the same metallic protective treatment as the pipe. Asphalt coating shall not be used on steel end sections.
9-05.4(9)A Fabrication The shape, thickness, dimensions, and number of pieces shall conform to the Standard Plans for the size and shape of pipe shown in the Plans. They shall be manufactured
as integral units or so formed that they can be readily assembled and erected in place. When bolts are used for assembly, they shall be ⅜-inch diameter or larger and shall be galvanized.
No field welding or riveting will be permitted. 9-05.4(9)B Galvanized Hardware Bolts, nuts, and miscellaneous hardware shall be galvanized in accordance with the provisions of AASHTO
M232. 9-05.4(9)C Toe Plate Extensions Toe plate extensions shall be furnished only when so designated in the Plans. When required, the toe plate extensions shall be punched with holes
to match those in the lip of the skirt and fastened with ⅜ inch or larger galvanized nuts and bolts. Toe plate extensions shall be the same material and thickness as the end section
and shall be fabricated of the same material with the same metallic protective treatment as the end section. 9-05.5 Aluminum Culvert Pipe Aluminum culvert pipe shall conform to the
applicable requirements of AASHTO M 196M. 9-05.5(1) Elliptical Fabrication Section 9-05.4(1) shall apply to aluminum pipes. 2022 Standard Specifications M 41-10 Page 9-55 Drainage Structures
and Culverts 9-05 9-05.5(2) Mitered Ends Section 9-05.4(2) shall apply to aluminum pipes. 9-05.5(3) Vacant 9-05.5(4) Vacant 9-05.5(5) Coupling Bands Bands shall be fabricated of the
same material as the pipe and shall meet all applicable requirements of AASHTO M196, except the band thickness shall not be more than 0.105 inches or less than 0.060 inches. All other
requirements of Section 9-05.4(7) shall apply. 9-05.5(6) Aluminum End Sections The applicable provisions of AASHTO M196 shall apply to the construction of end sections and toe plate
extensions for aluminum pipes. In addition, they shall conform to the requirements of Section 9-05.4(9). Asphalt coating shall not be used on aluminum end sections. 9-05.6 Structural
Plate Pipes, Arches and Boxes 9-05.6(1) Steel Structural Plate Structures Plates, metal bearings, flanges, members for structural reinforcement and fasteners for constructing steel
structural plate pipes, arches and boxes shall conform to the requirements of AASHTO M167 (ASTM A761) or ASTM A1113. 9-05.6(2) Aluminum Structural Plate Structures Plates, extrusions
and fasteners for constructing aluminum structural plate pipes, arches and boxes shall conform to the requirements of AASHTO M219 (ASTM B746). 9-05.7 Concrete Storm Sewer Pipe 9-05.7(1)
Plain Concrete Storm Sewer Pipe Plain concrete storm sewer pipe shall conform to the requirements of AASHTO M 86, Class 2. 9-05.7(1)A Basis for Acceptance The basis for acceptance of
plain concrete storm sewer pipe shall be the same as specified in Section 9-05.3(1)B. Page 9-56 2022 Standard Specifications M 41-10 9-05 Drainage Structures and Culverts 9-05.7(2)
Reinforced Concrete Storm Sewer Pipe Reinforced concrete storm sewer pipe shall conform to the requirements of AASHTO M170 and shall be of the class noted in the Plans or in the Special
Provisions. Section 7.3.1 of AASHTO M170 shall be amended to require that both bells and spigots shall be reinforced in pipe 30 inches in diameter and greater. The identification of
the minor axis of elliptical reinforcement shall be in accordance with Section 9-05.3(2)D. 9-05.7(2)A Basis for Acceptance The basis for acceptance of reinforced concrete storm sewer
pipe shall be the same as specified in Section 9-05.3(2)B. 9-05.7(3) Concrete Storm Sewer Pipe Joints All concrete storm sewer pipe shall be joined with rubber gaskets. The joints and
gasket material shall meet the requirements of ASTM C990. Gasket material shall be handled and stored in accordance with Section 9-04.4(5). 9-05.7(4) Testing Concrete Storm Sewer Pipe
Joints When a particular type of pipe joint design, material or joining method has not previously been tested and approved, the following test shall be made on one test length of the
assembled storm sewer pipe to qualify the design, material or method of joining the pipe. At the option of the Engineer, additional testing may be requested if subsequent field testing
of installed pipe indicates difficulty in obtaining properly joined pipe. The tests will be conducted at the manufacturer’s yard, and the manufacturer will be required to make such
space and facilities available as required to conduct the tests. 9-05.7(4)A Hydrostatic Pressure on Pipes in Straight Alignment Hydrostatic pressure tests on pipes in straight alignment
shall be made in accordance with the procedure outlined in Section 10 of ASTM C990, except that they shall be performed on an assembly consisting of not less than three nor more than
five pipe sections selected from stock by the Engineer and assembled in accordance with standard installation instructions issued by the manufacturer. The end sections shall be bulkheaded
and restrained against internal pressure. 9-05.7(4)B Hydrostatic Pressure Tests on Pipes in Maximum Deflected Position Upon completion of the test for pipe in straight alignment, the
test section shall be deflected until at least two of the joints have been deflected to the maximum amount shown in the manufacturer’s standard installation instructions. When thus
deflected, there shall be no leakage at the joints from an applied internal hydrostatic pressure of 5 psi. 2022 Standard Specifications M 41-10 Page 9-57 Drainage Structures and Culverts
9-05 9-05.7(4)C Hydrostatic Pressure Test on 15-Inch Diameter and Larger Pipe Under Differential Load The test sections shall be suitably supported so that one of the pipes of the test
assembly is suspended freely between adjacent pipes, bearing only on the joints. The suspended pipe shall then be loaded, at its midpoint, in addition to the mass of the pipe, in accordance
with the following schedule: Diameter Load 15 inches 7,400 lbs. 18 inches 8,800 lbs. 21 inches 10,000 lbs. 24 inches and over 11,000 lbs. While under this load, the stressed joints
shall show no leakage when subjected to an internal hydrostatic pressure of 5 psi. At the option of the manufacturer, ½ of the load may be applied on the bell end of the suspended pipe
in lieu of the full load on the center of the suspended pipe. 9-05.8 Vitrified Clay Sewer Pipe This material shall not be used in Washington State Department of Transportation projects
unless specified in the Special Provisions. Vitrified clay sewer pipe shall conform to ASTM C700, and all joints shall be factory manufactured in accordance with ASTM C425. 9-05.9 Steel
Spiral Rib Storm Sewer Pipe Steel spiral rib storm sewer pipe shall meet the fabrication requirements of AASHTO M36 and these Specifications. Zinc coated steel shall meet the material
requirements of AASHTO M218 (ASTM A929). Aluminum coated steel shall meet the material requirements of AASHTO M274 (ASTM A929). The size, coating, metal, and protective treatment, if
any, shall be as shown in the Plans or in the Specifications. The manufacturer of spiral rib storm sewer pipe shall furnish the Engineer a Manufacturer’s Certificate of Compliance stating
that the materials furnished comply in all respects with these Specifications. The Engineer may require additional information or tests to be performed by the Contractor at no expense
to the Contracting Agency. Unless otherwise specified, spiral rib storm sewer pipe shall be furnished with pipe ends cut perpendicular to the longitudinal axis of the pipe. Pipe ends
shall be cut evenly. Spiral rib pipe shall be fabricated by using a continuous helical lock seam. Page 9-58 2022 Standard Specifications M 41-10 9-05 Drainage Structures and Culverts
Spiral rib storm sewer pipe shall have helical ribs that project outwardly, be formed from a single thickness of material, and conform to one of the following configurations: 1. ¾-inch-wide
by ¾-inch-deep ribs at 7½ inches on center. 2. ¾-inch-wide by 1-inch-deep ribs at 11½ inches on center. 3. ¾-inch-wide by ⅝-inch-deep ribs at 12 inches on center. Pipe shall be fabricated
with ends that can be effectively jointed with coupling bands. When it is required, spiral rib pipe shall be furnished with bituminous or polymer protective treatment 1 or 2 treated
or paved. The bituminous treatment for spiral rib pipe shall conform to the requirements of Sections 9-05.4(3) and 9-05.4(4). Polymer coating shall conform to Section 9-05.4(5). 9-05.9(1)
Continuous Lock Seam Pipe Pipes fabricated with a continuous helical seam parallel to the rib may be used for full circle pipe. The seam shall be formed in the flat between ribs and
shall conform to Sections 7.5.1 through 7.5.3 of AASHTO M36. 9-05.9(1)A Basis for Acceptance The basis for acceptance will be a qualification test, conducted by the State Materials
Laboratory, for each manufacturer of spiral rib lock seam steel pipe. Only those specific pipe sizes and gasket materials, if any, approved under the qualification test will be accepted.
Continuous lock seam pipe shall be sampled and tested in accordance with AASHTO T 249. 9-05.9(2) Vacant 9-05.9(3) Coupling Bands Coupling bands shall be of the same material as the
pipe. Coupling bands and gaskets shall conform to Section 9-05.10(1). 9-05.10 Steel Storm Sewer Pipe Steel storm sewer pipe shall conform to the requirements of Section 9-05.4 for steel
culvert pipe, except that protective coating shall be Treatment 1 or 5, and be constructed of helically corrugated lock seam pipe. When gasketed helically corrugated lock seam steel
pipe is called for, and the pipe is properly sized to meet hydraulic requirements, Treatment 5 is not required. 9-05.10(1) Coupling Bands Coupling bands shall be as shown in the Standard
Plans. Bands shall be fabricated of the same material as the pipe and shall meet all applicable requirements of AASHTO M 36. Bands may be up to three nominal thicknesses thinner than
used for the pipe, but not thinner than 0.064 inches or thicker than 0.109 inches. Bands shall be coated with the 2022 Standard Specifications M 41-10 Page 9-59 Drainage Structures
and Culverts 9-05 same metallic protective treatment as the pipe but shall not be coated with any asphalt treatment. Bands shall be made by the same manufacturer as the steel pipe selected
for installation. Corrugations on the bands shall be the same size and shape as those on the pipe to be connected. Steel bolts and nuts for coupling bands shall meet the requirements
of ASTM A307 and shall be galvanized in accordance with AASHTO M232. Steel angles, when required for coupling bands, shall meet the requirements of AASHTO M36. When annular corrugated
bands are used to connect helically corrugated lock-seam pipe, the seam shall be welded at the pipe ends prior to recorrugating to prevent unraveling of the seam. All welds shall develop
the full strength of the parent metal. Gaskets are required for all storm sewer installations. Gasket material for coupling bands shall meet the requirements of Section 9-04.4(3). Gaskets
for Type D bands shall match the width of the band and have a minimum thickness of ⅜ inch. O-ring gaskets for Type F bands shall have a cross-sectional diameter of 13/16 inch for pipe
diameters of 36 inches or smaller and ⅞ inch for larger pipe diameters. Type K coupling bands are not allowed for storm sewer applications. 9-05.10(2) Basis for Acceptance The basis
for acceptance of steel storm sewer pipe will be the same as specified in Section 9-05.4, except when gasketed helically corrugated lock seam steel pipe is called for. A qualification
test conducted by the State Materials Laboratory will be required for each manufacturer of gasketed helically corrugated lock seam steel pipe. Only those specific pipe sizes and gasket
materials approved under the qualification test will be accepted. 9-05.11 Aluminum Storm Sewer Pipe Aluminum storm sewer pipe shall conform to the requirements of Section 9-05.5 for
aluminum culvert pipe, and the pipe shall be constructed of helically corrugated lock seam aluminum pipe. 9-05.11(1) Coupling Bands Coupling bands for aluminum pipe shall be as shown
in the Standard Plans. Bands shall be fabricated of the same material as the pipe and shall meet all applicable requirements of AASHTO M196, except the band thickness shall not be more
than 0.105 inches or less than 0.060 inches. All other requirements of Section 9-05.10(1) shall apply. 9-05.11(2) Basis for Acceptance The basis for acceptance of aluminum storm sewer
pipe will be the same as specified in Section 9-05.0, except when gasketed helically corrugated lock seam aluminum pipe is called for. A qualification test, conducted by the State Materials
Laboratory, will be required for each manufacturer of gasketed helically corrugated lock seam aluminum pipe. Only those specific pipe sizes and gasket materials approved under the qualification
test will be accepted. Page 9-60 2022 Standard Specifications M 41-10 9-05 Drainage Structures and Culverts 9-05.12 Polyvinyl Chloride (PVC) Pipe 9-05.12(1) Solid Wall PVC Culvert Pipe,
Solid Wall PVC Storm Sewer Pipe, and Solid Wall PVC Sanitary Sewer Pipe Solid wall PVC culvert pipe, solid wall PVC storm sewer pipe, and solid wall PVC sanitary sewer pipe and fittings
shall be solid wall construction and shall conform to the following requirements: For pipe sizes up to 15 inches: ASTM D3034 SDR 35 For pipe sizes from 18 to 48 inches: ASTM F679 using
a minimum pipe stiffness of 46 psi in accordance with Table 1. Joints for solid wall PVC pipe shall conform to ASTM D3212 using elastomeric gaskets conforming to ASTM F477. Fittings
for solid wall PVC pipe shall be injection molded, factory welded, or factory solvent cemented. 9-05.12(2) Profile Wall PVC Culvert Pipe, Profile Wall PVC Storm Sewer Pipe, and Profile
Wall PVC Sanitary Sewer Pipe Profile wall PVC culvert pipe and profile wall PVC storm sewer pipe shall meet the requirements of ASTM F794 Series 46, or ASTM F1803. Profile wall PVC
sanitary sewer pipe shall meet the requirements of ASTM F794 Series 46, or ASTM F1803. The maximum pipe diameter shall be as specified in the Qualified Products List. Joints for profile
wall PVC culvert pipe shall conform to ASTM D3212 using elastomeric gaskets conforming to ASTM F477, or as approved through the State Materials Laboratory. Qualified manufacturers are
identified in the Qualified Products List. Qualification for each manufacturers requires joint system conformation to ASTM D3212 using elastomeric gaskets conforming to ASTM F477 and
a formal quality control plan for each plant proposed for consideration. A Manufacturer’s Certificate of Compliance shall be required and shall accompany the materials delivered to
the project. The certificate shall clearly identify production lots for all materials represented. The Contracting Agency may conduct verification tests of pipe stiffness or other properties
as it deems appropriate. Fittings for profile wall PVC pipe shall meet the requirements of ASTM F794 Series 46, or ASTM F1803. 9-05.13 Ductile Iron Sewer Pipe Ductile iron pipe shall
conform to ANSI A 21.51 or AWWA C151 and shall be cement mortar lined and have a 1-mil seal coat per AWWA C104 or a ceramic-filled, amine-cured Novalac Epoxy lining as indicated on
the Plans or in the Special Provisions. The ductile iron pipe shall be Special Thickness Class 50, Minimum Pressure Class 350, or the Class indicated on the Plans or in the Special
Provisions. 2022 Standard Specifications M 41-10 Page 9-61 Drainage Structures and Culverts 9-05 Nonrestrained joints shall be rubber gasket type, push on type, or mechanical type,
and shall meet the requirements of AWWA C111. Cast iron fittings may be used with ductile iron pipe. Saddles fastened to pipe with external bands shall not be acceptable on any new
system. Normally, all fittings shall be the same material as the pipe being connected, except that fittings using other materials or constructed with more than one material may be used
subject to the approval of the Engineer. Fittings shall have sufficient strength to withstand handling and load stresses normally encountered. 9-05.14 ABS Composite Sewer Pipe This
material shall not be used in Washington Department of Transportation projects unless specified in the Special Provisions. ABS composite pipe shall meet the requirements of AASHTO M264.
ABS composite pipe shall be provided with Type OR (flexible gasketed) joints. Rubber gasketed joints shall conform to applicable provisions of ASTM C443. Fittings for ABS composite
pipe shall be specifically designed for connection to ABS composite pipe with solvent cement. Normally, all fittings shall be the same material as the pipe being connected, except that
fittings using other materials or constructed with more than one material may be used subject to the approval of the Engineer. Fittings shall have sufficient strength to withstand handling
and load stresses normally encountered. 9-05.15 Metal Castings For all metal castings the producing foundry shall provide certification stating the country of origin, the material meets
the required ASTM or AASHTO Specification noted in the Subsections below. The producing foundry shall detail all test results from physical testing to determine compliance to the Specifications.
The test reports shall include physical properties of the material from each heat and shall include tensile, yield, and elongation as specified in the appropriate ASTM or AASHTO Specification.
For AASHTO 1 M 306, Section 8, Certification is deleted and replaced with the above certification and testing requirements. Metal castings for drainage structures shall not be dipped,
painted, welded, plugged, or repaired. Porosity in metal castings for drainage structures shall be considered defective and subject to rejection by the Engineer. Metal castings made
from gray iron or ductile iron shall conform to the requirements of AASHTO M306, and metal castings made from cast steel shall conform to the requirements of Section 9-06.8. All metal
castings shall meet the proof load testing requirements of AASHTO M306. Page 9-62 2022 Standard Specifications M 41-10 9-05 Drainage Structures and Culverts 9-05.15(1) Manhole Ring
and Cover Castings for manhole rings shall be gray iron or ductile iron and covers shall be ductile iron. All covers shall be interchangeable within the dimensions shown in the Standard
Plans. All mating surfaces shall be machine finished to ensure a nonrocking fit. The inside vertical recessed face of the ring and the vertical outside edge of the cover shall be machined
or manufactured to the following tolerances: Ring ± 3/32 inch Cover ± 3/32 inch All manhole rings and covers shall be identified by the name or symbol of the producing foundry and country
of casting origin. This identification shall be in a plainly visible location when the ring and cover are installed. Ductile iron shall be identified by the following, “DUC” or “DI”.
The producing foundry and material identification shall be adjacent to each other and shall be minimum ½-inch to maximum 1-inch high letters, recessed to be flush with the adjacent
surfaces. 9-05.15(2) Metal Frame, Grate, and Solid Metal Cover for Catch Basins or Inlets Castings for metal frames for catch basins and inlets shall be cast steel, gray iron, or ductile
iron, and as shown in the Standard Plans. Castings for grates and solid metal covers for catch basins and inlets shall be cast steel or ductile iron and as shown in the Standard Plans.
Additionally, leveling pads are allowed on grates and solid metal covers with a height not to exceed ⅛ inch. The producing foundry’s name and material designation shall be embossed
on the top of the grate. The material shall be identified by the following: “CS” for cast steel or “DUC” or “DI” for ductile iron and shall be located near the producing foundry’s name.
Grates and covers shall be seated properly to prevent rocking, including the replacement of existing covers with solid metal covers. After seating, the frame and grate or frame and
cover shall be maintained as a unit. Alternate designs are acceptable provided they conform to the manufacturer’s shop drawings approved prior to Award of the Contract. 9-05.15(3) Cast
Metal Inlets The castings for cast metal inlets shall be cast steel or ductile iron, and as shown in the Standard Plans. Alternate plans are acceptable provided they conform to the
fabricator’s shop drawings approved prior to Award of Contract. 2022 Standard Specifications M 41-10 Page 9-63 Drainage Structures and Culverts 9-05 9-05.16 Grate Inlets and Drop Inlets
Steel in grates, angles, and anchors for grate inlets shall conform to ASTM A36, except structural tube shall conform to ASTM A500, Grade B, and structural shapes may conform to ASTM
A992. After fabrication, the steel shall be galvanized in accordance with AASHTO M111, or galvanized with a hot-sprayed (plasma flame applied) 6 mil minimum thickness plasma coating.
Steel grating shall be fabricated by weld connections. Welds, welding procedures, and welding materials shall conform with the AWS D1.1/D1.1M, latest edition, Structural Welding Code.
Alternate grate designs will be permitted, with the approval of the Engineer, providing the hydraulic capacity is not decreased, the overall dimensions are the same allowing the grate
to be interchangeable, and the strength is essentially equal to the grate shown in the Standard Plans or the Plans. The Contractor has the option of furnishing either cast-in-place
or precast inlets unless otherwise shown in the Plans. Alternate designs are acceptable provided they conform to the fabricator’s shop drawings approved prior to Award of the Contract.
9-05.17 Aluminum Spiral Rib Storm Sewer Pipe Aluminum spiral storm sewer pipe shall meet the fabrication requirements of AASHTO M196 and these Specifications. Aluminum alloy shall meet
the material requirements of AASHTO M97 (ASTM B744). The size and corrugation shall be as shown in the Plans or in the Specifications. The size, metal, and protective treatment shall
be as shown in the Plans or in the Specifications. The manufacturer of spiral rib storm sewer pipe shall furnish to the Engineer a Manufacturer’s Certificate of Compliance stating that
the materials furnished comply in all respects with these Specifications. The Engineer may require additional information or tests to be performed by the Contractor at no expense to
the Contracting Agency. Unless otherwise specified, spiral rib storm sewer pipe shall be furnished with pipe ends cut perpendicular to the longitudinal axis of the pipe. Pipe ends shall
be cut evenly. Spiral rib pipe shall be fabricated by using a continuous helical lock seam. Spiral rib storm sewer pipe shall have helical ribs that project outwardly, be formed from
a single thickness of material, and conform to one of the following configurations: 1. ¾-inch-wide by ¾-inch-deep ribs at 7½ inches on center. 2. ¾-inch-wide by 1-inch-deep ribs at
11½ inches on center. 3. ¾-inch-wide by ⅝-inch-deep ribs at 12 inches on center. Page 9-64 2022 Standard Specifications M 41-10 9-05 Drainage Structures and Culverts 9-05.17(1) Continuous
Lock Seam Pipe Pipes fabricated with a continuous helical lock seam parallel to the rib may be used for full circle pipe. The lock seam shall be formed in the flat between ribs and
shall conform to Sections 13.2.1 through 13.2.5 of AASHTO M196. 9-05.17(1)A Basis for Acceptance The basis for acceptance will be a qualification test, conducted by the State Materials
Laboratory, for each manufacturer of spiral rib lock seam pipe. Only those specific pipe sizes and gasket materials, if any, approved under the qualification test, will be accepted.
Continuous lock seam pipe shall be sampled and tested in accordance with AASHTO T 249. 9-05.17(2) Coupling Bands Coupling bands shall be of the same material as the pipe. Coupling bands
and gaskets shall conform to Section 9-05.10(1). 9-05.18 Safety Bars for Culvert Pipe Steel pipe used as safety bars and steel pipe used as sockets shall conform to ASTM A53, Grade
B. Steel tubing used as safety bars shall conform to ASTM A500, Grade B. Steel plate shall conform to ASTM A36. All parts shall be galvanized after fabrication in accordance with AASHTO
M111. 9-05.19 Corrugated Polyethylene Culvert Pipe, Couplings, and Fittings Corrugated polyethylene culvert pipe, couplings, and fittings shall meet the requirements of AASHTO M 294
Type S or D for pipe 12- to 60-inch diameter with silt-tight joints. Corrugated polyethylene culvert pipe manufacturers shall participate in the National Transportation Product Evaluation
Program (NTPEP) work plan for HDPE (High Density Polyethylene) Thermoplastic Pipe and be listed on the NTPEP audit website displaying they are NTPEP compliant. Joints for corrugated
polyethylene culvert pipe shall be made with either a bell/bell or bell and spigot coupling and shall incorporate the use of a gasket conforming to the requirements of ASTM D1056 Type
2 Class B Grade 3 or ASTM F477. All gaskets shall be factory installed on the coupling or on the pipe by the qualified manufacturer. Qualification for each manufacturer of corrugated
polyethylene culvert pipe requires an approved joint system and a formal quality control plan for each plant proposed for consideration. A Manufacturer’s Certificate of Compliance shall
be required and shall accompany the materials delivered to the project. The certificate shall clearly identify production lots for all materials represented. The Contracting Agency
may conduct verification tests of pipe stiffness or other properties as it deems appropriate. 2022 Standard Specifications M 41-10 Page 9-65 Drainage Structures and Culverts 9-05 9-05.20
Corrugated Polyethylene Storm Sewer Pipe, Couplings, and Fittings Corrugated polyethylene storm sewer pipe, couplings, and fittings shall meet the requirements of AASHTO M294 Type S
or D. The maximum pipe diameter for corrugated polyethylene storm sewer pipe shall be the diameter for which a manufacturer has submitted. Fittings shall be blow molded, rotational
molded, or factory welded. Corrugated polyethylene storm sewer pipe manufacturers shall participate in the National Transportation Product Evaluation Program (NTPEP) work plan for HDPE
(High Density Polyethylene) Thermoplastic Pipe and be listed on the NTPEP audit website displaying they are NTPEP compliant. All joints for corrugated polyethylene storm sewer pipe
shall be made with a bell/bell or bell and spigot coupling and shall conform to ASTM D3212 using elastomeric gaskets conforming to ASTM F477. All gaskets shall be factory installed
on the pipe in accordance with the manufacturer’s recommendations. Qualification for each manufacturer or corrugated polyethylene storm sewer pipe requires joint system conformance
to ASTM D3212 using elastomeric gaskets conforming to ASTM F477 and a formal quality control plan for each plant proposed for consideration. A Manufacturer’s Certificate of Compliance
shall be required and shall accompany the materials delivered to the project. The certificate shall clearly identify production lots for all materials represented. The Contracting Agency
may conduct verification tests of pipe stiffness or other properties as it deems appropriate. 9-05.21 Steel Rib Reinforced Polyethylene Culvert Pipe Steel rib reinforced polyethylene
culvert pipe shall meet the requirements of ASTM F2562 Class 1 for steel reinforced thermoplastic ribbed pipe and fittings for pipe 24 to 60 inches in diameter with silt-tight joints.
Silt-tight joints for steel reinforced polyethylene culvert pipe shall be made with a bell/ bell or bell and spigot coupling and shall incorporate the use of a gasket conforming to
the requirements of ASTM F477. All gaskets shall be installed on the pipe by the manufacturer. Qualification for each manufacturer of steel reinforced polyethylene culvert pipe requires
an approved joint system and a formal quality control plan for each plant proposed for consideration. A Manufacturer’s Certificate of Compliance shall be required and shall accompany
the materials delivered to the project. The certificate shall clearly identify production lots for all materials represented. The Contracting Agency may conduct verification tests of
pipe stiffness or other properties as it deems appropriate. Page 9-66 2022 Standard Specifications M 41-10 9-05 Drainage Structures and Culverts 9-05.22 Steel Rib Reinforced Polyethylene
Storm Sewer Pipe Steel rib reinforced polyethylene storm sewer pipe shall meet the requirements of ASTM F2562 Class 1 for steel reinforced thermoplastic ribbed pipe and fittings. The
maximum diameter for steel reinforced polyethylene storm sewer pipe shall be the diameter for which a manufacturer has submitted a qualified joint. Qualified manufacturers and approved
joints are listed in the Qualified Products List. Fittings shall be rotationally molded, injection molded, or factory welded. All joints for steel reinforced polyethylene storm sewer
pipe shall be made with a bell and spigot coupling and shall conform to ASTM D3212 using elastomeric gaskets conforming to ASTM F477. All gaskets shall be installed on the pipe by the
manufacturer. Qualification for each manufacturer of steel reinforced polyethylene storm sewer pipe requires joint system conformance to ASTM D3212 using elastomeric gaskets conforming
to ASTM F477 and a formal quality control plan for each plant proposed for consideration. A Manufacturer’s Certificate of Compliance shall be required and shall accompany the materials
delivered to the project. The certificate shall clearly identify production lots for all materials represented. The Contracting Agency may conduct verification tests of pipe stiffness
or other properties it deems appropriate. 9-05.23 High-Density Polyethylene (HDPE) Pipe HDPE pipe shall be manufactured from resins meeting the requirements of ASTM D3350 with a cell
classification of 345464C and a Plastic Pipe Institute (PPI) designation of PE 4710. The pipes shall have a minimum standard dimension ratio (SDR) of 32.5. HDPE pipe shall be joined
into a continuous length by an approved joining method. The joints shall not create an increase in the outside diameter of the pipe. The joints shall be fused, snap together, or threaded.
The joints shall be watertight, rubber gasketed if applicable, and pressure testable to the requirements of ASTM D3212. Joints to be welded by butt fusion shall meet the requirements
of ASTM F2620 and the manufacturer’s recommendations. Fusion equipment used in the joining procedure shall be capable of meeting all conditions recommended by the pipe manufacturer,
including, but not limited to, fusion temperature, alignment, and fusion pressure. All field welds shall be made with fusion equipment equipped with a Data Logger. Temperature, fusion
pressure, and a graphic representation of the fusion cycle shall be part of the Quality Control records. Electro fusion may be used for field closures, as necessary. Joint strength
shall be equal to or greater than the tensile strength of the pipe. 2022 Standard Specifications M 41-10 Page 9-67 Drainage Structures and Culverts 9-05 Fittings shall be manufactured
from the same resins and cell classification as the pipe unless specified otherwise in the Plans or Specifications. Butt fusion fittings and Flanged or Mechanical joint adapters shall
have a manufacturing standard of ASTM D3261. Electro fusion fittings shall have a manufacturing standard of ASTM F1055. HDPE pipe to be used as liner pipe shall meet the requirements
of AASHTO M326 and this specification. The supplier shall furnish a Manufacturer’s Certification of Compliance stating that the materials meet the requirements of ASTM D3350 with the
correct cell classification with the physical properties listed above. The supplier shall certify that the dimensions meet the requirements of ASTM F714 or as indicated in this Specification
or the Plans. At the time of manufacture, each lot of pipes, liners, and fittings shall be inspected for defects and tested for Elevated Temperature Sustained Pressure in accordance
with ASTM F714. The Contractor shall not install any pipe that is more than 2 years from the date of manufacture. At the time of delivery, the pipe shall be homogeneous throughout,
uniform in color, and free of cracks, holes, foreign materials, blisters, or deleterious faults. Pipe shall be marked at 5-foot intervals or less with a coded number that identifies
the manufacturer, SDR, size, material, machine, and date on which the pipe was manufactured. 9-05.24 Polypropylene Culvert Pipe, Polypropylene Storm Sewer Pipe, and Polypropylene Sanitary
Sewer Pipe All joints for polypropylene pipe shall be made with a bell/bell or bell and spigot coupling and shall conform to ASTM D3212 using elastomeric gaskets conforming to ASTM
F477. All gaskets shall be factory installed on the pipe in accordance with the manufacturer’s recommendations. Qualification for each manufacturer of polypropylene storm sewer pipe
requires joint system conformance to ASTM D3212 using elastomeric gaskets conforming to ASTM F477 and a formal quality control plan for each plant proposed for consideration. A Manufacturer’s
Certificate of Compliance shall be required and shall accompany the materials delivered to the project. The certificate shall clearly identify production lots for all materials represented.
The Contracting Agency may conduct verification tests of pipe stiffness or other properties it deems appropriate. 9-05.24(1) Polypropylene Culvert Pipe and Storm Sewer Pipe Polypropylene
culvert and storm sewer pipe shall conform to the following requirements: 1. For dual wall pipe sizes up to 60 inches: ASTM F2881 or AASHTO M 330, Type S or Type D. 2. For double or
triple wall pipe sizes up to 60 inches: ASTM F2764. 3. Fittings shall be factory welded, injection molded or PVC. Page 9-68 2022 Standard Specifications M 41-10 9-05 Drainage Structures
and Culverts 9-05.24(2) Polypropylene Sanitary Sewer Pipe Polypropylene sanitary sewer pipe shall conform to the following requirements: 1. For pipe sizes up to 60 inches: ASTM F2764.
2. Fittings shall be factory welded, injection molded or PVC. 9-05.30 Vacant 9-05.40 Vacant 9-05.50 Precast Concrete Drainage Structures 9-05.50(1) Fabrication Tolerances and Requirements
All precast concrete items shall meet the requirements of AASHTO M199, fabricated as shown on the Plans, and shall meet the tolerances and revisions as listed below. 1. The following
information shall be legibly marked on each precast product (excluding rectangular and round adjustment sections). Marking shall be indented into the concrete, painted thereon with
waterproof paint, or contained within a bar-coded sticker firmly attached to the product: a. fabricator name or trademark. b. date of manufacture. 2. Catch Basins (to include Type 1,
Type 1L, and Type 1P), and Concrete Inlets: a. knock-out wall thickness, measured at thinnest point, 1½ to 2½ inches. b. knock-out diameter, 5 percent plus/minus allowance. c. base
thickness, measured at thinnest point, 4 inches with ½-inch minus tolerance. d. all other dimensions as shown on Plans, 5 percent plus/minus allowance. 3. Catch Basin Type 2 and Manhole
Type 1, 2, 3: a. knock-out diameter, 5 percent plus/minus allowance. 4. Flat Slab Tops: a. round or rectangular opening, 5 percent plus/minus allowance. 5. Rectangular or Circular Adjustment
Sections: a. opening size or diameter, 5 percent plus/minus allowance. 6. Conical Sections: a. top opening diameter, 5 percent plus/minus allowance. 2022 Standard Specifications M 41-10
Page 9-69 Drainage Structures and Culverts 9-05 7. Grate Inlets: a. knock-out wall thickness, measured at thinnest point, 1½ to 2½ inches. b. knock-out diameter, 5 percent plus/minus
allowance. c. opening size, 2½ percent plus/minus allowance. 8. Drop Inlets: a. knock-out diameter, 1 inch plus/minus allowance. 9-05.50(2) Manholes Precast concrete manholes shall
meet the requirements of AASHTO M199. The joints may be the tongue and groove type or the shiplap type, sufficiently deep to prevent lateral displacement. When secondary synthetic fiber
reinforcement is used in 48-inch diameter by 3-foot high eccentric or concentric cone sections, the synthetic fiber shall meet the requirements of Section 9-05.50(9). A minimum of two
hoops of W2 wire shall be placed in the 48-inch end of each cone. No steel is required in the remainder of the cone. Precast manhole sections 48-inch diameter, with no knock-outs, may
be produced using no steel reinforcement. As an alternate to conventional steel reinforcement, manufacturers shall use synthetic structural fibers meeting the requirements of Section
9-05.50(10). 9-05.50(3) Precast Concrete Catch Basins Precast concrete catch basins shall conform to the requirements of Section 9-05.50(1), except that the dimensions shall be as set
forth in the Plans. When secondary synthetic fiber reinforcement is used to produce Type 1, Type 1L, and Type 1P Catch Basins, the synthetic fiber shall meet the requirements of Section
9-05.50(9). A minimum amount of steel reinforcement shall be used to reinforce the area around the knockouts. Steel reinforcing shall consist of a No. 3 horizontal hoop reinforcing
bar located above the knockouts and a No. 3 vertical reinforcing bar in each corner, extending a minimum of 18 inches below the top surface of the catch basin. Catch Basin Type 1 may
be produced using structural synthetic fibers meeting the requirements of Section 9-05.50(10). Catch Basin Type 1 shall contain one hoop of No. 3 reinforcing bar around the top perimeter.
Knockouts or cutouts may be placed on all four sides and may be round or D-shaped. 9-05.50(4) Precast Concrete Inlets Precast concrete inlets shall conform to the requirements of Section
9-05.50(1), except that the dimensions shall be as set forth in the Plans. Page 9-70 2022 Standard Specifications M 41-10 9-05 Drainage Structures and Culverts 9-05.50(5) Precast Concrete
Drywells Precast concrete drywells shall meet the requirements of Section 9-05.50(1). Seepage port size and shape may vary per manufacturer. Each seepage port shall provide a minimum
of 1 square inch and a maximum of 7 square inches for round openings and 15 square inches for rectangular openings. The ports shall be uniformly spaced with at least one port per 8
inches of drywell height and 15 inches of drywell circumference. Precast Drywells may be produced using no steel reinforcement. As an alternate to conventional steel reinforcement,
manufacturers shall use synthetic structural fibers meeting the requirements of Section 9-05.50(10). 9-05.50(6) Vacant 9-05.50(7) Vacant 9-05.50(8) Vacant 9-05.50(9) Synthetic Micro
Fibers for Precast Units The synthetic fiber, either nylon multifilament fibers or polypropylene fibrillated fibers, shall meet the requirements of ASTM C1116, Section 4.1.3. Synthetic
fibers shall be added at a minimum dosage rate of 1.0 pound of nylon multifilament fibers per cubic yard of concrete or 1.5 pounds of polypropylene fibrillated fibers per cubic yard
of concrete and shall be thoroughly mixed with the concrete before placement in the forms. The synthetic fibers shall be a minimum of 0.75 inches and a maximum of 2 inches in length.
9-05.50(10) Synthetic Macro Fibers for Precast Units Synthetic fibers shall be monofilament or monofilament/fibrillated blend made of polyolefin, polypropylene, or polypropylene/polyethylene
blend, meeting the requirements of ASTM C1116, Section 4.1.3, and ICC Acceptance Criteria 38. Additionally, the vendor or manufacturer must furnish an Engineering Report that provides
test data in accordance with ASTM C1609 and/or ASTM C1399 from an ICCqualified commercial laboratory relating to the specification requirements. The vendor or manufacturer shall provide
a letter of certification stating compliance with specifications and/or standard codes. The fibers shall be a minimum of 2 inches in length and have an aspect ratio (length divided
by the equivalent diameter of the fiber) between 70 and 100 when the fibers are in their final phase. The fibers shall have a minimum tensile strength of 50 ksi and a minimum modulus
of elasticity of 600 ksi, when tested in accordance with ASTM D7508. Precast drainage units shall have a minimum dosage rate of 4.0-lbs/cu yd. or more in order to obtain a residual
strength of 175 psi when tested in accordance with ASTM C1609 and/or ASTM C1399. The fiber supplier shall submit independent laboratory data to support the residual strength results.
2022 Standard Specifications M 41-10 Page 9-71 Structural Steel and Related Materials 9-06 9-06 Structural Steel and Related Materials 9-06.1 Structural Carbon Steel Structural carbon
steel shall conform to AASHTO M270 (ASTM A709), Grade 36, except as otherwise noted. 9-06.2 Structural Low Alloy Steel Structural low alloy steel shall conform to ASTM A709, Grades
50, 50W, 50S, quenched and self-tempered (QST) 50, QST 50S, HPS 50W, or 50CR as specified in the Plans or Special Provisions, except as otherwise noted. 9-06.3 Structural High-Strength
Steel Structural high-strength steel shall be high yield strength, strength structural steel conforming to AASHTO M 270 (ASTM A709), Grades quenched and self-tempered (QST) 65, QST
70, HPS 70W, or HPS 100W as specified in the Plans or Special Provisions, except as otherwise noted. 9-06.4 Vacant 9-06.5 Bolts and Rods 9-06.5(1) Unfinished Bolts Unfinished bolts
(ordinary machine bolts) shall conform to the Specification requirements of ASTM A307 Grade A or B. Nuts shall comply with ASTM A563 Grade A requirements. Washers, unless otherwise
specified, shall meet ASTM F844 Specifications. The Contractor shall submit a Manufacturer’s Certificate of Compliance for the bolts, nuts, and washers prior to installing any of them.
9-06.5(2) Vacant 9-06.5(3) High-Strength Bolts High-strength bolts for structural steel joints shall conform to either ASTM F3125 Grade A325 Type 1 or 3 or ASTM F3125 Grade A490 Type
1 or 3, as specified in the Plans or Special Provisions. Tension control bolt assemblies, meeting all requirements of ASTM F3125 Grade F1852 may be substituted where Grade A325 high-strength
bolts and associated hardware are specified. Bolts conforming to ASTM F3125 Grade A490 shall not be galvanized. Bolts for unpainted and nongalvanized structures shall conform to ASTM
F3125 Grade A325 Type 3, ASTM F3125 Grade A490 Type 3, ASTM F3125 Grade F1852 Type 3, or ASTM F3125 Grade F2280 Type 3 as specified in the Plans or Special Provisions. Page 9-72 2022
Standard Specifications M 41-10 9-06 Structural Steel and Related Materials Nuts for high-strength bolts shall meet the following requirements: ASTM F3125 Grade A325 Bolts Type 1 (black)
ASTM A563 Grade C, C3, D, DH, and DH3 AASHTO M 292 (ASTM A194) Grade 2H Type 3 (black weathering) ASTM A563 Grade C3 and DH3 Type 1 (hot-dip galvanized) ASTM A563 Grade DH
AASHTO M 292 (ASTM A194) Grade 2H ASTM F3125 Grade A490 Bolts Type 1 (black) ASTM A563 Grade DH and DH3 AASHTO M 292 (ASTM A194) Grade 2H Type 3 (black weathering) ASTM A563 Grade
DH3 Nuts that are to be galvanized shall be tapped oversized the minimum required for proper assembly. The amount of overtap shall be such that the nut will assemble freely on the bolt
in the coated condition and shall meet the mechanical requirements of ASTM A563 and the rotational capacity test specified in ASTM F3125. Galvanized nuts shall be lubricated in accordance
with ASTM A563 including supplementary requirement S2. Documentation shall include the name, method of application, and dilution of the lubricant applied to the nuts. Washers for ASTM
F3125 Grade A325 and Grade A490 bolts shall meet the requirements of ASTM F436 and may be circular, beveled, or extra thick, as required. The surface condition and weathering characteristics
of the washers shall be the same as for the bolts being specified. Direct Tension Indicators shall conform to the requirements of ASTM F959 and may be used with either ASTM F3125 Grade
A325 or Grade A490 bolts. The matching type of direct tension indicator washer shall be used with the bolt grade and type specified. Direct tension indicators shall be galvanized by
mechanical deposition in accordance with ASTM B695 class 55. Hot-dip galvanizing will not be allowed. All bolts, nuts, and direct tension indicators shall be marked and identified as
required in the pertinent Specifications. Lock-pin and collar fasteners which meet the materials, manufacturing, and chemical composition requirements of ASTM F3125 Grade A325 or Grade
A490, and which meet the mechanical property requirements of the same Specification in full size tests, and which have a body diameter and bearing areas under lock-pin head and collar
not less than those provided by a bolt and nut of the same nominal size may be used. The Contractor shall submit a detailed installation procedure to the Engineer for approval. Approval
from the Engineer to use a lock-pin and collar fasteners shall be received by the Contractor prior to use. 2022 Standard Specifications M 41-10 Page 9-73 Structural Steel and Related
Materials 9-06 The Contractor shall provide Manufacturer’s Certificate of Compliance for all bolts, nuts, washers, and load indicators. The Manufacturer’s Certificate of Compliance
shall include certified mill test reports and test reports performed on the finished bolt confirming that all of the materials provided meet the requirements of the applicable AASHTO
or ASTM Specification. The documentation shall also include the name and address of the test laboratory, the date of testing, the lot identification of the bolts and nuts, and coating
thickness for galvanized bolts and nuts. Shipping containers (not lids) shall be marked with the lot identification of the item contained therein. Bolts shall be sampled prior to incorporating
into a structure. For the purposes of selecting samples, a lot of bolts shall be the quantity of bolts of the same nominal diameter and same nominal length in a consignment shipped
to the project site. The minimum number of samples from each lot shall be as follows: Lot Size Sample Size1 0 to 50 * 51 to 150 4 151 to 1,200 6 1,201 to 10,000 10 10,001 to 35,000
16 35,001 and over 24 *Manufacturer’s Certificate of Compliance – samples not required. 1Nuts, washers, and load indicator devices, and tension control bolt assemblies or devices shall
be sampled at the same frequency as the bolts. All testing of bolts, nuts, washers, and load indicating devices shall be performed on specimens as they are to be installed. All samples
shall include a Manufacturer’s Certificate of Compliance for each lot of bolts provided as defined in Section 1-06.3. 9-06.5(4) Anchor Bolts and Anchor Rods Anchor bolts and anchor
rods shall meet the requirements of ASTM F1554 and, unless otherwise specified, shall be Grade 105 and shall conform to Supplemental Requirements S2, S3, and S4. Nuts for ASTM F1554
Grade 105 black anchor bolts and anchor rods shall conform to ASTM A563, Grade D or DH. Nuts for ASTM F1554 Grade 105 galvanized anchor bolts and anchor rods shall conform to either
ASTM A563, Grade DH, or AASHTO M292 (ASTM A194), Grade 2H, and shall conform to the overtapping, lubrication, and rotational testing requirements in Section 9-06.5(3). Nuts for ASTM
F1554 Grade 36 or 55 black or galvanized anchor bolts and anchor rods shall conform to ASTM A563, Grade A or DH. Washers shall conform to ASTM F436. The bolts and rods shall be tested
by the manufacturer in accordance with the requirements of the pertinent Specification and as specified in these Specifications. Anchor bolts, anchor rods, nuts, and washers shall be
inspected prior to shipping to the project site. The Contractor shall submit to the Engineer for acceptance a Manufacturer’s Page 9-74 2022 Standard Specifications M 41-10 9-06 Structural
Steel and Related Materials Certificate of Compliance for the anchor bolts, anchor rods, nuts, and washers, as defined in Section 1-06.3. If the Engineer deems it appropriate, the Contractor
shall provide a sample of the anchor bolt, anchor rod, nut, and washer for testing. All bolts, rods, nuts, and washers shall be marked and identified as required in the pertinent Specification.
9-06.6 Vacant 9-06.7 Vacant 9-06.8 Steel Castings Steel castings shall conform to the requirements of AASHTO M 103, Mild to Medium Strength Carbon Steel Castings for General Application,
grade 70-36, unless otherwise designated in the Plans or in the Special Provisions. 9-06.9 Gray Iron Castings Gray iron castings shall conform to the requirements of AASHTO M 306. The
class of castings to be furnished shall be that designated in the Plans or in the Special Provisions. 9-06.10 Malleable Iron Castings Malleable iron castings shall conform to the requirements
of ASTM A47. 9-06.11 Steel Forgings and Steel Shafting Steel forgings shall conform to the requirements of AASHTO M 102. The classes of forgings to be furnished shall be those specified
in the Plans or in the Special Provisions. Steel shafting shall conform to the requirements of AASHTO M 169, Grade Designation 1016 to 1030 inclusive, unless otherwise specified. 9-06.12
Bronze Castings Bronze castings shall conform to the requirements of ASTM B22, Bronze Castings for Bridges and Turntables. 9-06.13 Vacant 9-06.14 Ductile Iron Castings Ductile iron
castings shall conform to the requirements of ASTM A536, Grade 80-55-06, unless otherwise specified in the Plans or in the Special Provisions. 2022 Standard Specifications M 41-10 Page
9-75 Structural Steel and Related Materials 9-06 9-06.15 Welded Shear Connectors Welded shear studs shall be made from cold drawn bar stock conforming to the requirements of AASHTO
M 169. Grades 1010 through 1020, inclusive, either semi-killed or killed deoxidation. The material shall conform to the following mechanical properties: Tensile Strength 60,000 psi
min. Yield Strength 50,000 psi min. Elongation 20 percent min. Reduction of Area 50 percent min. Mechanical properties shall be determined in accordance with AASHTO T 244. At the
manufacturer’s option, mechanical properties of the studs shall be determined by testing either the steel after cold finishing, or the full diameter finished studs. 9-06.16 Roadside
Sign Structures All bolts, nuts, washers, cap screws, and coupling bolts shall conform to ASTM F3125 Grade A325 and Section 9-06.5(3), except as noted otherwise. All connecting hardware
shall be galvanized after fabrication in accordance with AASHTO M 232. Posts for single-post sign structures shall meet the requirements of ASTM A500 Grade B or ASTM A53 Grade B, Type
E or S. Posts for perforated square steel posts shall meet the requirements of ASTM A653 Grade 50. Perforated square steel posts shall be finished in accordance with ASTM A653 G90 Structural
Quality Grade 50 or ASTM A653 G140. Slip bases (SB1, SB2, and SB3) for perforated square steel posts shall conform to the following: Plates ASTM A572 Casting (SB3) ASTM A536 Grade
65-45-12 and ASTM A153 Tubing ASTM A500 Grade B Angle Iron (SB1) ASTM A36 Except as noted otherwise, the slip bases (SB1, SB2, and SB3) for perforated square steel posts shall be
hot-dipped galvanized. The heavy-duty anchor (lower sign post support) used for perforated square steel posts (ST-4) shall meet the requirements of ASTM A500 Grade B and shall be hotdipped
galvanized. The bolts for connecting square steel posts to the upper slip plate SB-1, SB-2, or SB-3 shall be corner bolts and conform to ASTM F568 Class 4.6, zinc coated, shoulder flange
bolts and conform to ASTM A29, zinc coated; or commercial bolts stock and conform to ASTM A307, zinc coated. Page 9-76 2022 Standard Specifications M 41-10 9-06 Structural Steel and
Related Materials The bolts connecting perforated square steel posts to the lower sign post support (ST-2 or ST-4) shall conform to ASTM A307, Grade A and galvanized. The bolts connecting
the lower slip plate (SB-1, SB-2, or SB-3) to the heavy-duty anchor (lower sign post support ST-4) shall conform to ASTM A307 and galvanized. The bolt stop for ST-2 and ST-4 shall conform
to ASTM A307, Grade A and galvanized. Wide flange steel or solid square steel posts for multiple-post sign structures shall conform to either ASTM A36 or ASTM A992. Posts conforming
to either ASTM A588 or ASTM A572 Grade 50 may be used as an acceptable alternate to the ASTM A36 and ASTM A992 posts. All steel not otherwise specified shall conform to either ASTM
A36 or ASTM A992. Except as noted otherwise, all steel, including posts, base plates, and base stiffeners, shall be galvanized after fabrication in accordance with AASHTO M 111. Base
connectors for multiple directional steel breakaway posts shall conform to the following: Brackets Aluminum Alloy 6061 T-6 Bosses for Type TPB Brackets ASTM A582 Anchor Ferrules Type
304 stainless steel for threaded portion. AISI 1045 steel rod and AISI 1008 coil for cage portion Anchor couplings for multiple directional steel breakaway posts shall conform to
AMS 6378D with a tensile breaking strength range as follows: Type TPA 17,000 to 21,000 lb Type TPB 47,000 to 57,000 lb For multi-directional breakaway base connectors, shims shall conform
to ASTM A653, SS Grade 33, Coating Designation G 165. 9-06.17 Noise Barrier Wall Access Door Access door frames shall be formed of 14-gauge steel to the size and dimensions shown in
the Plans. The access door frame head and jamb members shall be mitered, securely welded, and ground smooth. Each head shall have two anchors and each jamb shall have three anchors.
The hinges shall be reinforced with ¼-inch by 12-inch plate, width equal to the full inside width of the frame. Access doors shall be full flush 1-¾-inch thick seamless doors with a
polystyrene core. Door faces shall be constructed with smooth seamless 14-gauge roller-levered, coldrolled steel sheet conforming to ASTM A 792 Type SS, Grade 33 minimum, Coating Designation
AZ55 minimum. The vertical edges shall be neat interlocked hemmed edge seam. The top and bottom of the door shall be enclosed with 14-gauge channels. Mortise and reinforcement for locks
and hinges shall be 10-gauge steel. Welded top cap shall be ground and filled for exterior applications. The bottom channel shall have weep holes. 2022 Standard Specifications M 41-10
Page 9-77 Structural Steel and Related Materials 9-06 Each access door shall have three hinges. Access door hinges shall be ASTM A 276 Type 316 stainless steel, 4-½-inches square, with
stainless steel ball bearing and nonremovable pins. Each access door shall have two pull plates. The pull plates shall be ASTM A 240 Type 316 stainless steel, with a grip handle of
one-inch diameter and 8 to 10-inches in length. The door assembly shall be fabricated and assembled as a complete unit including all hardware specified prior to shipment. 9-06.18 Metal
Bridge Railing Metal bridge railing shall conform to the type and material Specifications set forth in the Plans and Special Provisions. Steel used for metal railings, when galvanized
after fabrication in accordance with AASHTO M 111, shall have a controlled silicon content of either 0.00 to 0.06 percent or 0.15 to 0.25 percent. Mill test certificates verifying the
silicon content of the steel shall be submitted to both the galvanizer and the Engineer prior to beginning galvanizing operations. Section 8, part (b) of the Aluminum Association Standard
Specifications for Aluminum Railing Posts Alloy A 344-T4 is hereby revised to provide that no X-ray inspection will be required after a foundry technique has been established for each
mold which will ensure production of castings which are free from harmful defects. Inspection for approval of castings will be made by the Engineer after the finished castings have
been anodized as noted in the Plans. Welding of aluminum shall be in accordance with Section 9-28.14(3). 9-06.19 Strip Seal and Modular Expansion Joint System Components 9-06.19(1)
Strip Seal Expansion Joint System Components Metal components shall conform to ASTM A36, ASTM A992, ASTM A572 or ASTM A588. Elastomeric joint seals shall conform to the following: Property
Test Method Range of Values Hardness Durometer A ASTM D2240 50 - 70 Tensile Strength ASTM D412 2000 psi minimum Elongation at break ASTM D412 250% minimum Compression set ASTM D395
40% max at 70 hr at 212F Oven Aging 70 hours ASTM D573 Tensile loss 20% maximum Elongation loss 20% maximum Change in hardness 10-points maximum Oil Swell weight change ASTM D471 45%
max at 70 hr at 212F Ozone Resistance ASTM D1149 No cracks at 70 hr at 104F Low Temperature Stiffening ASTM D2240 0 to +15 points at 7 days at 14F Page 9-78 2022 Standard Specifications
M 41-10 9-06 Structural Steel and Related Materials 9-06.19(2) Modular Expansion Joint System Components Structural steel shall conform to ASTM A36, ASTM A572 Grade 50, or ASTM A588.
Aluminum components shall not be used. Stainless steel shall conform to ASTM A240 Type 304. Bolts and other hardware shall conform to the requirements of ASTM F3125 Grade A325 Type
1 or 2 and shall be galvanized in accordance with ASTM F2329 and Section 9-06.5(3). PTFE shall conform to Section 9-31.8(2). Expansion joint seals shall conform to the following: Property
Test Method Range of Values Hardness Durometer A ASTM D2240 50 - 70 Tensile Strength ASTM D412 2000 psi minimum Elongation at break ASTM D412 250% minimum Compression set ASTM D395
40% max at 70 hr at 212F Oven Aging 70 hours ASTM D573 Tensile loss 20% maximum Elongation loss 20% maximum Change in hardness 10-points maximum Oil Swell weight change ASTM D471 45%
max at 70 hr at 212F Ozone Resistance ASTM D1149 No cracks at 70 hr at 104F Low Temperature Stiffening ASTM D2240 0 to +15 points at 7 days at 14F The maximum size of each expansion
joint strip seal shall be 3 inches. Box-type seals or seals utilizing double webs will not be acceptable. Seals shall be continuous without splices. 9-06.20 Vacant 9-06.21 Vacant 2022
Standard Specifications M 41-10 Page 9-79 Structural Steel and Related Materials 9-06 9-06.22 Bolts, Washers, and Other Hardware Ordinary machine bolts and flat head bolts shall be
made from commercial bolt stock meeting the Specifications of ASTM A307, and shall be grade A. Drift bolts and dowels may be either wrought iron or medium steel. Washers may be cast
iron or malleable iron or may be cut from medium steel or wrought iron plate. All bolts and other hardware which are to be galvanized and which require bending or shaping shall be hot
forged to the required shape before galvanizing. Cold bending of such material will not be permitted because of the tendency toward embrittlement during the galvanizing process. Galvanizing
shall be in accordance with AASHTO M 232. Split rings for log cribbing of 4 inches inside diameter shall be manufactured from hot rolled, low carbon steel conforming to ASTM A711 AISI,
Grade 1015. Each ring shall form a true circle with the principle axis of the cross section of the ring metal parallel to the geometric axis of the ring. The thickness of the metal
section shall be 0.195 inch plus or minus 0.010 inch and the section shall be beveled from the central portion toward the edges to a thickness of 0.145 inch plus or minus 0.010 inch.
It shall be cut through in one place in its circumference to form a tongue and slot. Split ring connectors shall be galvanized in accordance with AASHTO M 232. Spike-grid timber connectors
shall be manufactured according to ASTM A47 for malleable iron castings. They shall consist of four rows of opposing spikes forming a 4⅛-inch square grid with 16 teeth which are held
in place by fillets which are diamond shaped in cross section. Nails shall be round wire of standard form. Spikes shall be wire spikes or boat spikes, as specified in the Plans. Bolts,
dowels, washers, and other hardware, including nails, shall be black or galvanized as specified in the Plans, but if not so specified shall be galvanized when used in treated timber
structures. Page 9-80 2022 Standard Specifications M 41-10 9-07 Reinforcing Steel 9-07 Reinforcing Steel 9-07.1 General 9-07.1(1) Acceptance by Manufacturer’s Certification Reinforcing
steel may be accepted by the Engineer based on the Manufacturer’s Certificate of Compliance. 9-07.1(1)A Acceptance of Materials Reinforcing steel rebar manufacturers shall comply with
the National Transportation Product Evaluation Program (NTPEP) Work Plan for Reinforcing Steel (rebar) Manufacturers. Reinforcing steel rebar manufacturers shall participate in the
NTPEP Audit Program for Reinforcing Steel (rebar) Manufacturers and be listed on the NTPEP audit program website displaying that they are NTPEP compliant. Steel reinforcing bar manufacturers
use either English or a Metric size designation while stamping rebar. The actual size of the bar, whether stamped with an English or a Metric size designation is acceptable. The Contract
Plans and the Standard Plans will continue to use an English size designation. The table below shows the comparable reinforcing steel bar size designations in the both units of measure:
English Designation Bar Diameter Metric Designation #3 (0.375 inches) #10 #4 (0.500 inches) #13 #5 (0.625 inches) #16 #6 (0.750 inches) #19 #7 (0.875 inches) #22 #8 (1.000 inches) #25
#9 (1.128 inches) #29 #10 (1.270 inches) #32 #11 (1.410 inches) #36 #14 (1.690 inches) #43 #18 (2.260 inches) #57 2022 Standard Specifications M 41-10 Page 9-81 Reinforcing Steel 9-07
9-07.1(2) Bending Steel reinforcing bars shall be cut and bent cold to the shapes shown on the Plans. Fabrication tolerances shall be in accordance with ACI 315. The dimensions shown
in the Plans are out-to-out unless shown otherwise. Hooks and bends of steel reinforcing bars shall be bent to the following inside diameters unless shown otherwise in the Plans: Bar
Size Stirrups and Ties (in) All Other Bars No. 3 1½ 6 bar diameters No. 4 2 6 bar diameters No. 5 2½ 6 bar diameters No. 6 4½ 6 bar diameters No. 7 5¼ 6 bar diameters No. 8 6 6 bar
diameters No. 9 through No. 11 8 bar diameters No. 14 through No. 18 10 bar diameters The supplementary requirements of AASHTO M31 for bend tests shall apply to size No. 14 and No.
18 steel reinforcing bars which have hooks or bends. Hooked ends of steel reinforcing bars shall be standard hooks unless shown otherwise in the Plans. Standard hooks shall consist
of a 90-, 135-, or 180-degree bend as shown in the Plans plus a minimum bar extension at the free end of the bar shown in the table below. Seismic hooks shall consist of a 135-degree
bend plus a minimum bar extension at the free end of the bar shown in the table below. Minimum Bar Extensions for Standard and Seismic Hooks Bar Size 180º Hook 135º Hook 90º Hook All
Bars Seismic Hook All Other Bars Stirrups and Ties All Other Bars No. 3 2 ½″ 3″ 2¼″ 2¼″ 4½″ No. 4 2 ½″ 3″ 3″ 3″ 6″ No. 5 2 ½″ 3¾″ 3¾″ 3¾″ 7½″ No. 6 3″ 4½″ 4½″ 9″ 9″ No. 7 3½″ 5¼″ 5¼″
10½″ 10½″ No. 8 4″ 6″ 6″ 12″ 12″ No. 9 4¾″ 13¾″ No. 10 5¼″ 15¼″ No. 11 5¾″ 17″ No. 14 7″ 20½″ No. 18 9¼″ 27¼″ Page 9-82 2022 Standard Specifications M 41-10 9-07 Reinforcing Steel
9-07.1(3) Lengths Net length is the length of bar along the bar centerline from end to end. Net lengths of bent bars shown in the “LENGTH” column of the bar list in the Plans are rounded
to the nearest inch. 9-07.1(4) Vacant 9-07.2 Deformed Steel Bars Deformed steel bars for concrete reinforcement shall conform to either AASHTO M31 Grade 60 or ASTM A706 Grade 60, except
as otherwise noted in this section or as shown in the Plans. Steel reinforcing bars for the cast-in-place components of bridge structures, and for precast substructure components of
bridge structures, shall conform to ASTM A706 Grade 60 only. Deformed steel bars are referred to in the Plans and Specifications by number: for example, No. 3, No. 4, No. 5, etc. 9-07.2(1)
Headed Steel Reinforcing Bar Headed steel reinforcing bars shall conform to Section 9-07.2 and ASTM A970, including Annex A1 requirements for Class HA head dimensions. Headed steel
reinforcing bars shall be cold-swaged headed bars, forged headed bars or threaded headed bars. 9-07.3 Epoxy-Coated Steel Reinforcing Bars Epoxy-coated rebar shall be coated according
to ASTM A775 with the additional following modifications: 1. The list of steel reinforcing bars acceptable for coating shall include ASTM A706. 2. The Contractor shall furnish a written
certification that properly identifies the material, the number of each batch of coating material used, quantity represented, date of manufacture, name and address of manufacturer,
and a statement that the supplied coating material meets the requirements of ASTM A775. 3. Prior to coating the bars, the Contractor shall submit to the Engineer for review, the coating
material manufacturer’s recommendation on the proper use and application requirements of the coating material. For Pre-approved Epoxy Coating Facilities, this information will be available
to the Fabrication Inspector upon request. 4. A certification stating that all bars have been coated in accordance with the coating material manufacturer’s recommendations and these
Specifications shall be furnished with each shipment. This certification shall include for each bar size the preheat temperatures, cure times, thickness checks, holidays detected, and
test results. Two copies of these certifications shall be furnished to the Engineer. 2022 Standard Specifications M 41-10 Page 9-83 Reinforcing Steel 9-07 5. The Contractor shall give
advance notice to the Engineer of the coating schedule in the coating plant so that Contracting Agency inspection may be provided. The Engineer may inspect the coated bars at the coating
plant for approval. 6. The patching material, compatible with the coating material and inert in concrete, shall be supplied with each shipment. 7. For projects where epoxy-coated steel
reinforcing bars are used in the top mat of bridge decks only, the maximum amount of damage to the coating shall not exceed 0.25 percent of the surface area of each bar. 8. The thickness
of epoxy coating shall be 10 mils plus or minus 2 mils. 9. Samples, when required, shall be shipped to the Washington State Department of Transportation, Materials Laboratory, 1655
South 2nd Avenue, Tumwater, WA 98504. 9-07.4 Plain Steel Bars Where plain steel bars are specified, they shall conform to the chemical and physical properties of AASHTO M31, Grade 60,
unless specifically noted otherwise. Plain steel bars are indicated in the Plans and Specifications by fractions of an inch; for example, ⅜ inch Ø, ½ inch Ø, ⅝ inch Ø, etc. 9-07.5 Dowel
Bars (for Cement Concrete Pavement) 9-07.5(1) Dowel Bars for Cement Concrete Pavement Rehabilitation Dowel bars for Cement Concrete Pavement Rehabilitation shall be 1½ inch outside
diameter plain round steel bars or tubular bars 18 inches in length and meet the requirements of one of the following: dowel bar types: 1. Epoxy-coated dowel bars shall be round plain
steel bars of the dimensions shown in the Standard Plans. They shall conform to AASHTO M31, Grade 60 or ASTM A615, Grade 60 and shall be coated in accordance with ASTM A1078 Type 2
coating, except that the bars may be cut to length after being coated. Cut ends shall be coated in accordance with ASTM A1078 with a patching material that is compatible with the coating,
inert in concrete and recommended by the coating manufacturer. The thickness of the epoxy coating shall be 10 mils plus or minus 2 mils. The Contractor shall furnish a written certification
that properly identifies the coating material, the number of each batch of coating material used, quantity represented, date of manufacture, name and address of manufacturer, and a
statement that the supplied coating material meets the requirements of ASTM A1078 Type 2 coating. Patching material, compatible with the coating material and inert in concrete and recommended
by the manufacturer shall be supplied with each shipment for field repairs by the Contractor. Page 9-84 2022 Standard Specifications M 41-10 9-07 Reinforcing Steel 2. ASTM A513 steel
tubes made from Grade 60 Carbon Steel Tube with a 1.625 inch outside diameter and a 0.120 inch wall thickness. Both the inside and outside of the tube shall be zinc coated with G40
galvanizing in accordance with ASTM A653. Following zinc coating the tubes shall be coated in accordance with Section 9-07.5(1) item 1. The ends of the tube shall be capped to prevent
intrusion of concrete or other materials. 9-07.5(2) Corrosion Resistant Dowel Bars (for Cement Concrete Pavement and Cement Concrete Pavement Rehabilitation) Corrosion resistant dowel
bars shall be 1½ inch outside diameter plain round steel bars or tubular bars 18 inches in length and meet the requirements of one of the following: 1. Stainless Steel Clad dowel bars
shall have a minimum 0.06 inches clad to a plain steel inner bar meeting the chemical and physical properties of AASHTO M31, Grade 60, or AASHTO M255, Grade 60. Stainless Steel Clad
shall meet the chemical properties of ASTM A276, Type 316L. 2. Stainless Steel Tube dowel bars shall have a minimum 0.06-inch-thick tube pressfitted onto a plain steel inner bar meeting
the chemical and physical properties of AASHTO M31, Grade 60, or AASHTO M255, Grade 60. A lubricant/adhesive shall be used between the tube and the plain steel bar to fill any voids.
Stainless Steel Tube material shall meet the chemical properties of ASTM A276, Type 316L. 3. Stainless Steel Solid dowel bars shall be ASTM A276, Type 316L. 4. Corrosion-resistant,
low-carbon, chromium plain steel bars for concrete reinforcement meeting all the requirements of ASTM A 1035 Alloy Type CS Grade 100 or Alloy Type CS Grade 120. 5. Zinc Clad dowel bars
shall be 1½ inch solid bars meeting the chemical and physical properties of AASHTO M 31, Grade 60 or AASHTO M 255, Grade 60 or ASTM A513 steel tubes made from Grade 60 carbon steel
tube with a 1.625 inch outside diameter by 0.120 inch wall thickness. The bars shall have a minimum 0.035 inches A710 Zinc alloy clad to the plain steel inner bar or tube. A710 Zinc
shall be composed of: zinc: 99.5 percent, by weight, minimum; copper: 0.1 – 0.25 percent, by weight; and iron: 0.0020 percent, by weight, maximum. Each end of tubular bars shall be
plugged using a snug-fitting insert to prohibit any intrusion of concrete or other materials. 6. Multicoated fusion bonded epoxy bars shall consist of an ASTM A615 bar with alternating
layers of ASTM A934 coating and an abrasion resistant overcoat (ARO). The ASTM A934 coating shall form the base and there shall be two layers of each coating material. The minimum thickness
of the combined layers of the ASTM A934 coating and ARO coating shall be 20 mils. The ARO shall meet the following requirements: Test Method Specification Gouge Resistance NACE TM0215,
30 kg wt., LS-1 bit @ 25°C < 0.22 mm Gouge Resistance NACE TM0215, 50 kg wt., LS-1 bit @ 25°C < 0.44 mm 2022 Standard Specifications M 41-10 Page 9-85 Reinforcing Steel 9-07 7. ASTM
A513 steel tubes made from Grade 60 Carbon Steel Tube with a 1.625 inch outside diameter and a 0.120 inch wall thickness. Both the inside and outside of the tube shall be zinc coated
with G90 galvanizing in accordance with ASTM A653. Following zinc coating the tubes shall be coated in accordance with Section 9-07.5(1) item 1. The ends of the tube shall be capped
to prevent intrusion of concrete or other materials. The surface of the finished cut-to-length corrosion-resistant, low-carbon, chromium plain steel bars for concrete reinforcement
meeting all the requirements of ASTM A1035 dowels shall be provided with a hot-rolled, as-rolled finish, including mill scale. The surface of all other finished cut-to-length dowels
shall be provided with a smooth “ground” or “cold drawn” finish. Stainless Steel Clad and Stainless Steel Tube Dowel bar ends shall be sealed with a patching material (primer and finish
coat) used for patching epoxy-coated reinforcing steel as required in Section 9-07.3, item 6. 9-07.6 Tie Bars (for Cement Concrete Pavement) Tie bars shall conform to the requirements
of the Standard Specifications for Deformed Billet Steel Bars for Concrete Reinforcement, AASHTO M31, Grade 60 and shall be coated in accordance with ASTM A775 or corrosion-resistant,
uncoated, low-carbon, chromium deformed steel bars for concrete reinforcement meeting all the requirements of ASTM A1035. The form of the deformed bar shall be subject to approval by
the Engineer. Tie bars shall be free from dirt, grease, or other defects affecting the strength or bond with the concrete. 9-07.7 Welded Wire Reinforcement Welded wire for concrete
reinforcement shall meet the requirements of ASTM A1064, Carbon-Steel Wire and Welded Wire Reinforcement, Plain and Deformed, for Concrete. Welded wire reinforcement manufacturers shall
participate in the NTPEP Audit Program for Reinforcing Steel (rebar) Manufacturers and shall be listed on the NTPEP audit program website displaying that they are NTPEP compliant. 9-07.8
Deformed Wire Deformed wire shall conform to the requirements of AASHTO M336, Deformed Steel Wire for Concrete Reinforcement. Deformed wire is noted in the Plans and Specifications
by the letter D, followed by a number indicating the cross sectional area of the wire; for example, D2, D5, D20, etc. Page 9-86 2022 Standard Specifications M 41-10 9-07 Reinforcing
Steel 9-07.9 Cold Drawn Wire Cold drawn wire shall conform to the requirements of AASHTO M336, Cold Drawn Steel Wire for Concrete Reinforcement. Cold drawn wire is noted in the Plans
and Specifications by the letter W followed by a number indicating the cross sectional area of the wire; for example, W2, W5, W20, etc. 9-07.10 Prestressing Reinforcement Strand Prestressing
reinforcement shall be ½-inch diameter for precast-prestressed concrete piles and ½- or 0.6-inch diameter for pretensioned concrete girders, post-tensioned segmental precast concrete
girders, or cast-in-place prestressed concrete. Prestressing reinforcement shall be mill bright high tensile strength seven wire low relaxation strand conforming to the requirements
of AASHTO M 203 (ASTM A416), Grade 270. Each reel of prestressing reinforcement shall be accompanied by a Manufacturer’s Certificate of Compliance, a mill certificate, and a test report.
The mill certificate and test report shall include the yield and ultimate strengths, elongation at rupture, modulus of elasticity, and the stress strain curve for the actual prestress
reinforcing intended for use. All values certified shall be based on test values and actual sectional areas of the material being certified. For every five reels furnished, one sample,
not less than 5½ feet long, shall be sent to the Engineer for testing. Samples of the furnished reels with Manufacturer’s Certificate of Compliance, a mill certificate, and test report
may be shipped directly by the manufacturer to the Engineer. An independent inspector, approved by the Contracting Agency, shall be present during sampling and shall provide a written
certification to the Engineer. 9-07.11 Prestressing Reinforcement Bar High-strength steel bars shall conform to AASHTO M275, Type II. Nuts shall conform to either ASTM A29 Grade C1045,
or ASTM A536 Grade 100-7003, and shall be capable of developing the larger of either 100 percent of the minimum ultimate tensile strength (MUTS), or 95 percent of the actual ultimate
tensile strength (AUTS), of the bar. The anchor nuts shall conform to the specified strength requirement while permitting a maximum 5 degree misalignment between the nut and the bearing
plate. A minimum of three tests, each from a different heat, are required. Couplers, if required, shall be AASHTO M169 Grade 1144, or equivalent steel, developing the larger of either
100 percent of the MUTS, or 95 percent of the AUTS, of the bar. The test shall be performed with the coupler having a one inch unengaged segment between the two coupled bars. A minimum
of three tests, each from a different heat, are required. 2022 Standard Specifications M 41-10 Page 9-87 Reinforcing Steel 9-07 For unbonded bars under dynamic loading, the connections
shall withstand at least 500,000 cycles from 60 percent to 66 percent MUTS followed by at least 50 cycles between 40 percent MUTS and 80 percent MUTS. A minimum of three tests, each
from a different heat, are required. The Contractor shall supply a Manufacturer’s Certificate of Compliance in accordance with Section 1-06.3 for each bar. The Contractor shall supply
a Manufacturer’s Certificate of Compliance in accordance with Section 1-06.3 for all nuts and couplers, confirming compliance with the specified strength requirement. For each heat
of steel for high-strength steel bar, the Contractor shall submit two samples, each not less than 5½ feet long, to the Engineer for testing. 9-08 Paints and Related Materials Page 9-88
2022 Standard Specifications M 41-10 9-08 Paints and Related Materials 9-08.1 Paint 9-08.1(1) Description Paints used for highway and bridge structure applications shall be made from
materials meeting the requirements of the applicable Federal and State Paint Specifications, Department of Defense (DOD), American Society on Testing of Materials (ASTM), and The Society
for Protective Coatings specifications in effect at the time of manufacture. The colors, where designated, shall conform to Section 9-08.1(8). 9-08.1(2) Paint Types 9-08.1(2)A Vinyl
Pretreatment Vinyl pretreatment shall be a two-component basic zinc chromate-vinyl butyral wash primer conforming to DOD-P-15328 (Formula 117 for Metals) and SSPC Paint 27. Zinc chromate
shall be the insoluble type. The paint shall be supplied as two components that are mixed together just prior to use. 9-08.1(2)B Galvanizing Repair Paint, High Zinc Dust Content Galvanizing
repair paint shall conform to Federal Specification MIL-P-21035B. 9-08.1(2)C Inorganic Zinc-Rich Primer, Shop Applied Inorganic zinc-rich primer shall be a two-component, self-curing,
inorganic zinc-rich paint, conforming to either AASHTO M300 or SSPC Paint 20 Type I. 9-08.1(2)D Vacant 9-08.1(2)E Epoxy Polyamide Epoxy polyamide primer shall be a two-component system
conforming to MIL-DTL-24441 or SSPC Coating Standard No. 42. 9-08.1(2)F Primer, Zinc-Rich, Single-Component, Moisture-Cured Polyurethane, Field Applied Zinc-rich primer shall meet the
following requirements: Vehicle Type: Moisture-cured polyurethane. Pigment Content: 80 percent minimum zinc by weight in dry film. Volume Solids: 60 percent minimum. Minimum wt./gal.
22.0 pounds. Paints and Related Materials 9-08 2022 Standard Specifications M 41-10 Page 9-89 9-08.1(2)G Intermediate and Stripe Coat, Single Component, MoistureCured Polyurethane Vehicle
Type: Moisture-cured polyurethane. Pigment: A minimum of 3.0 lbs. of micaceous iron oxide per gallon. Intermediate and any stripe coat shall meet the following requirements: Minimum
volume solids 50 percent. A minimum of 3.0 lbs/gal. of micaceous iron oxide. The intermediate coating shall be certified by the manufacturer to be able to be recoated by the top coat
in a minimum of 4 days. 9-08.1(2)H Top Coat, Single-Component, Moisture-Cured Polyurethane Vehicle Type: Moisture-cured aliphatic polyurethane. Color and Gloss: Meet the SAE AMS Standard
595 Color as specified in the table below. The Top Coat shall meet the following requirements The resin shall be an aliphatic urethane. Minimum-volume solids 50 percent. The top coat
shall be a gloss or semi-gloss. Color Semi-Gloss Washington Gray 26357 Mt. Baker Gray 26134 Mt. St. Helens Gray 26306 Cascade Green 24158 9-08.1(2)I Rust-Penetrating Sealer Rust-penetrating
sealer shall be a two-component, chemically-cured, 100 percent solids epoxy. 9-08.1(2)J Black Enamel The enamel shall conform to Federal Specification MIL PRF 24635E Type II Class 2.
9-08.1(2)K Orange Equipment Enamel The enamel shall be an alkyd gloss enamel conforming to Federal Specification MIL-PRF24635E Type II Class 1. The color, when dry, shall match that
of SAE AMS Standard 595, color number 12246. For factory application to individual items of new equipment, samples and testing of the enamel shall not be required; however, the equipment
manufacturer shall match the color specified and shall certify the quality of enamel used. 9-08 Paints and Related Materials Page 9-90 2022 Standard Specifications M 41-10 9-08.1(2)L
Exterior Acrylic Latex Paint-White This paint shall conform to Federal Specification MIL-PRF-24635E Type II Class 1, 2 or 3. This paint may be used self-primed in multiple coats over
salts-treated wood and on interior and exterior masonry surfaces. 9-08.1(2)M NEPCOAT Qualified Products List A Qualified products used shall be part of a NEPCOAT system supplied by
the same manufacturer. 9-08.1(2)N NEPCOAT Qualified Products List B Qualified products used shall be part of a NEPCOAT system supplied by the same manufacturer. 9-08.1(3) Working Properties
The paint shall contain no caked material that cannot be broken up readily by stirring. When applied to a clean vertical surface, the paint shall dry without running, streaking, or
sagging. 9-08.1(4) Storage Properties Paints manufactured under these Specifications shall show no skin over the surface after 48 hours in a partially filled container, when tested
as outlined in Federal Test Method Standard No. 141. A slight amount of skin or gel formation where the surface of the paint meets the side of the container may be disregarded. Variable
percentages of anti-skinning agents are shown in those formulas set forth above that are susceptible to undesirable skin formation. The manufacturer will be allowed to vary the amount
of anti-skinning agent given in the formulas provided the above results are accomplished and provided the paint does not dry to a nonuniform or nonelastic film. 9-08.1(5) Fineness of
Grinding The paint shall be ground so that all particles of pigment will be dispersed and be coated with vehicle, and the residue on a 325 sieve will not exceed 1 percent by weight
of the pigment. Paint shall be homogeneous, free of contaminant, and of a consistency suitable for use under intended application. Finished paint shall be well ground, and the pigment
shall be properly dispersed in the vehicle, conforming to the requirements of the paint. Dispersion in the vehicle shall be such that the pigment does not settle excessively, does not
cake or thicken in the container, and does not become granular or curdled. 9-08.1(6) Test Methods Except as otherwise specified, all paints shall be sampled and tested in the ready-mixed
form. The test methods shall be as specified in the WSDOT Materials Manual M 46-01 or the corresponding test method covered by Federal Test Method Standard No. 141 or as specified under
AASHTO R 31. Paints and Related Materials 9-08 2022 Standard Specifications M 41-10 Page 9-91 9-08.1(7) Acceptance For projects with moisture-cured polyurethane quantities less than
20 gallons, acceptance will be by the Manufacturer’s Certificate of Compliance. For projects with moisture-cured polyurethane quantities greater than 20 gallons, the product shall be
listed in the current WSDOT Qualified Products List (QPL). If the lot number is listed on the QPL, it may be accepted without additional testing. If the lot number is not listed on
the QPL, a 1 quart sample shall be submitted to the State Materials Laboratory for testing and acceptance. For all other paint types, acceptance will be based on visual inspection.
9-08.1(8) Standard Colors When paint is required to match a SAE AMS Standard 595 color, the paint manufacturer or the Contractor may obtain a sample of the required color through the
following internet link: www.colorserver.net. Unless otherwise specified, all top or finish coats shall be semi-gloss, with the paint falling within the range of 35 to 70 on the 60-degree
gloss meter. 9-08.2 Powder Coating Materials for Coating Galvanized Surfaces The powder coating system shall consist of two components: an epoxy primer coat and a polyester finish coat.
The epoxy primer coat and the polyester finish coat materials shall be from the same manufacturer. The epoxy primer coat shall be an epoxy powder primer conforming to the following
requirements: Property Specification Performance Requirement Adhesion ASTM D3359 Method B 5B (no failure) Flexibility ASTM D522 Method B Pass ⅛″ mandrel bend Pencil Hardness ASTM D3363
H Plus Specific Gravity ASTM D792 1.25 minimum The polyester finish coat shall conform to American Architectural Manufacturers Association (AAMA) Specification 2604. Degassing additives
may be added as necessary to prevent pin holes in the finish coat. The degassing additives shall be added in accordance with manufacturer’s recommendations. The color of the powder
coating system polyester finish coat shall be as specified in the Plans or Special Provisions. Repair materials shall be as recommended by the powder coating manufacturer and as specified
in the Contractor’s powder coating plan as accepted by the Engineer. 9-08 Paints and Related Materials Page 9-92 2022 Standard Specifications M 41-10 9-08.3 Concrete Surface Treatments
9-08.3(1) Pigmented Sealer Materials The pigmented sealer shall be a semi-opaque, colored toner containing only methyl methacrylate-ethyl acrylate copolymer resins, toning pigments
suspended in solution at all times by a chemical suspension agent, and solvent. Toning pigments shall be laminar silicates, titanium dioxide, and inorganic oxides only. There shall
be no settling or color variation. Tinting shall occur at the factory at the time of manufacture and placement in containers, prior to initial shipment. Use of vegetable or marine oils,
paraffin materials, stearates, or organic pigments in any part of coating formulation will not be permitted. The color of pigmented sealer shall be as specified by the Contracting Agency.
The Contractor shall submit a 1-quart wet sample, a drawdown color sample, and spectrophotometer or colorimeter readings taken in accordance with ASTM D2244, for each batch and corresponding
standard color card. The calculated Delta E shall not exceed 1.5 deviation from the Commission Internationale de l’Eclairage (CIELAB) when measured at 10 degrees Standard Observer and
Illuminant D 65. The 1-quart wet sample shall be submitted in the manufacturer’s labeled container with product number, batch number, and size of batch. The companion drawdown color
sample shall be labeled with the product number, batch number, and size of batch. The Contractor shall submit the specified samples and readings to the Engineer at least 14 calendar
days prior to the scheduled application of the sealer. The Contractor shall not begin applying pigmented sealer until receiving the Engineer’s written approval of the pigmented sealer
color samples. 9-08.3(2) Exposed Aggregate Concrete Coatings and Sealers 9-08.3(2)A Retardant Coating Retardant coating shall exhibit the following properties: 1. Retards the set of
the surface mortar of the concrete without preventing the concrete to reach the specified 28 day compressive strength. 2. Leaves the aggregate with its original color and luster, and
firmly embedded in the concrete matrix. 3. Allows the removal of the surface mortar in accordance with the methods specified in Section 6-02.3(14)E without the use of acidic washing
compounds. 4. Allows for uniform removal of the surface mortar. If the Contractor proposes use of a retardant coating that is not listed in the current WSDOT QPL, the Contractor shall
submit a Type 2 Working Drawing consisting of a one quart product sample from a current lot along with supporting product information, Safety Data Sheet, and a Manufacturer’s Certificate
of Compliance stating that the product conforms to the above performance requirements. Paints and Related Materials 9-08 2022 Standard Specifications M 41-10 Page 9-93 9-08.3(2)B Clear
Sealer The sealer for concrete surfaces with exposed aggregate finish shall be a clear, non-gloss, penetrating sealer of either a silane, siloxane, or silicone based formulation. 9-08.3(3)
Permeon Treatment Permeon treatment shall be a product of known consistent performance in producing the SAE AMS Standard 595 Color No. 30219 target color hue established by WSDOT, either
selected from the WSDOT Qualified Products List (QPL), or an equivalent product accepted by the Engineer. For acceptance of products not listed in the current WSDOT QPL, the Contractor
shall submit Type 3 Working Drawings consisting of a one quart product sample from a current lot, supporting product information and a Safety Data Sheet. 9-08.4 Abrasive Blast Materials
9-08.4(1) Abrasive Blast Media Material used for field abrasive blasting shall conform to Military Specification MIL-A-22262B(SH) as listed on QPL-22262-28 as maintained by the Department
of the Navy. The Contractor shall provide the Engineer with certified test results from the abrasive blast media manufacturer showing that the abrasive blast material meets the Military
Specification. The Contractor shall select the type and size of abrasive blast media to produce a roughened, sharp, angular surface profile conforming to the surface requirements specified
by the manufacturer of the selected paint system. 9-08.4(2) Lead Abatement Additive Lead abatement additive shall be a granular chemical abrasive additive consisting of a complex calcium
silicate designed to stabilize lead through multiple mechanisms, including, but not limited to, pH adjustment, chemical reactions, and encapsulation. The additive shall be specifically
designed and manufactured for lead paint abatement. 9-08.5 Surface Cleaning Materials 9-08.5(1) Bird Guano Treatment Bird guano treatment shall consist of a 5.25 percent sodium hypochlorite
solution. 9-08.5(2) Fungicide Treatment Fungicide treatment shall consist of a 5.25 percent sodium hypochlorite solution. 9-08.5(3) Water Water used for water jetting steel surface
cleaning operations shall be clean, fresh water only, without any detergents, bleach, or any other cleaning agents or additives. Recycling of rinse water for water jetting operations
is not allowed. 9-08 Paints and Related Materials Page 9-94 2022 Standard Specifications M 41-10 9-08.6 Filter Fabric Filter fabric for water jetting operations shall be a polypropylene,
nonwoven, needlepunched geosynthetic or equivalent material conforming to the following requirements: Property Specification Performance Requirement Grab Tensile Strength ASTM D4632
100 pounds minimum Apparent Opening Size ASTM D4751 #70 sieve Permittivity ASTM D4491 1.0 sec-1 or better 9-08.7 Single-Component Polyurethane Sealant Single-component polyurethane
sealant shall conform to ASTM C920 Grade NS Class 25 or higher. 9-08.8 Foam Backer Rod Foam backer rod shall be closed-cell expanded polyethylene or polyurethane foam. 2022 Standard
Specifications M 41-10 Page 9-95 Timber and Lumber 9-09 9-09 Timber and Lumber 9-09.1 General Requirements All timber and lumber shall be sized as indicated in the Plans. All timber
and lumber to be painted shall be surfaced on all sides. All timber and lumber to be painted shall be thoroughly air or kiln dried to an equilibrium moisture content and shall be stored
in such a manner as to remain in a thoroughly dry condition until placed into the Work. 9-09.2 Grade Requirements Timber and lumber shall conform to the grades and usage listed below.
Timber and lumber shall be marked with a certified lumber grade stamp provided by one of the following agencies: West Coast Lumber Inspection Bureau (WCLIB), Western Wood Products Association
(WWPA), Pacific Lumber Inspection Bureau (PLIB), or Any lumber grading bureau certified by the American Lumber Standards Committee. For structures, all material delivered to the project
shall bear a grade stamp and have a grading certificate. The grade stamp and grading certificate shall not constitute final acceptance of the material. The Engineer may reject any or
all of the timber or lumber that does not comply with the Specifications or has been damaged during shipping or upon delivery. The grading certificate shall be issued by either the
grading bureau whose stamp is shown on the material, or by the lumber mill, which shall be under the supervision of one of the grading bureaus listed above. The certificate shall include
the following: Name of the mill performing the grading; The grading rules being used; Name of the person doing the grading, with current certification; Signature of a responsible mill
official; Date the lumber was graded at the mill; and, Grade, dimensions, and quantity of the timber or lumber For Guardrail Posts and Blocks, Signposts, Mileposts, Sawed Fence Posts,
and Mailbox Posts, the material delivered to the project shall either bear a grade stamp on each piece or have a grading certificate as defined above. The grade stamp or grading certificate
shall not constitute final acceptance of the material. The Engineer may reject any or all of the timber or lumber that does not comply with the specifications or has been damaged during
shipping or upon delivery. Page 9-96 2022 Standard Specifications M 41-10 9-09 Timber and Lumber 9-09.2(1) Structures All timber and lumber for structures shall be Douglas Fir-Larch
unless specified otherwise in the contract, and shall conform to the following: Materials 2″ to 4″ nominal thick, 5″ nominal and wider (Structural Joists and Planks) No. 1 and better,
grade (Section 123-b of WCLIB) or (Section 62.11 of WWPA) Materials 5″ nominal and thicker (Beams and Stringers) No. 1 and better, grade (Section 130-b of WCLIB) or (Section 70.11
of WWPA) Timber lagging for soldier pile walls shall be Douglas Fir-Larch, grade No. 2 or better, or Hem-Fir No. 1. When the material is delivered to the project, the Engineer will
check the order for the appropriate grade stamp. The invoice and grading certificate accompanying the order must be accurate and complete with the information listed above. The grading
certificate and grade markings shall not constitute final acceptance of the material. The Engineer may reject any or all of the timber or lumber that does not comply with the Specifications
or has been damaged during shipping or upon delivery. 9-09.2(2) Guardrail Posts and Blocks. Timber and lumber for guardrail posts and blocks (classified as Posts and Timbers) shall
conform to the species and grades listed below: Douglas Fir No. 1 and better, grade (Section 131-b WCLIB) or (Section 80.11 WWPA) Hem Fir Select Structural, grade (Section
131-a WCLIB) or (Section 80.10 WWPA) Southern Yellow Pine No. 1 and better, grade (Southern Pine Inspection Bureau) When the material is delivered to the project, the Engineer will
check the order for the appropriate grade stamp. The grade markings shall not constitute final acceptance of the material. The Engineer may reject any or all of the timber or lumber
that does not comply with the Specifications or has been damaged during shipping or upon delivery. Posts shall be inspected by an American Lumber Standards Committee (ALSC) accredited
agency, and bear a quality mark that certifies preservative penetration and retention levels that meet the required AWPA Standard U1–Use Category in Section 9-09.3(1). 2022 Standard
Specifications M 41-10 Page 9-97 Timber and Lumber 9-09 9-09.2(3) Signposts, Mileposts, Sawed Fence Posts, and Mailbox Posts The allowable species of timber and lumber for signposts
and mileposts shall be Douglas Fir-Larch or Hem Fir. Timber and lumber for sawed fence posts and mailbox posts shall be Western Red Cedar, Douglas Fir-Larch, or Hem Fir. Signposts,
mileposts, sawed fence posts, and mailbox posts shall conform to the grades shown below: 4″ × 4″ Construction grade (Light Framing, Section 122-b WCLIB) or (Section 40.11 WWPA)
4″ × 6″ No. 1 and better, grade (Structural Joists and Planks, Section 123-b WCLIB) or (Section 62.11 WWPA) 6″ × 6″, 6″ × 8″, 8″ × 10″ No. 1 and better, grade (Posts and Timbers,
Section 131-b WCLIB) or (Section 80.11 WWPA) 6″ × 10″, 6″ × 12″ No. 1 and better, grade (Beams and Stringers, Section 130-b WCLIB) or (Section 70.11 WWPA) 9-09.3 Preservative
Treatment 9-09.3(1) General Requirements All timber and lumber requiring preservative treatment shall be treated in accordance with AASHTO M133. As specified by AASHTO M133, the American
Wood Protection Association (AWPA) standards shall govern the Specifications. These Specifications include: storing and curing the timber and lumber, the wood preservatives, the preservative
treatment process, documenting the results of the treatment, inspection, testing, and the identification of properly treated timber. For guardrail posts, the AWPA Standard U1–Use Category
referred to in AASHTO M133 Section 6.1 is hereby superseded as follows: guardrail posts shall be treated according to AWPA Standard U1–Use Category UC4B, except that those installed
in Eastern Washington (East of the Cascade Mountain Crest) may be treated according to Use Category UC4A. Unless otherwise specified in the Contract, all timber and lumber shall be
treated in accordance with Sections U1 and T1 of the latest edition of the AWPA standards. All cutting, boring, chamfering, routing, surfacing, and trimming shall be done prior to treating.
Any field drilling or cutoffs shall be treated by two liberal applications of a compatible preservative. The applications shall be in accordance with the requirements of AWPA Standard
M-4 entitled, “Standard for the Care of Pressured Treated Wood Products”. Page 9-98 2022 Standard Specifications M 41-10 9-09 Timber and Lumber All charges shall consist of pieces
of the same species that are similar in form, size, moisture content, and receptivity to treatment. The pieces in the charge shall be separated to ensure contact of treating medium
with all surfaces. The method of determining the retention of the preservatives shall be by assay. All orders of treated timber and lumber shall be accompanied by a Certificate of Treatment
showing conformance to this specification and AWPA standards record. The Certificate of Treatment shall include the following information: Name and location of the wood preserving company,
Customer identification, Date of treatment and charge number, Type of chemical used and amount of retention, Treating process and identification of the Specification used, Boring records
verifying treatment penetration for timber and lumber with a nominal dimension of 6" by 6" or larger, Description of material that was treated, and Signature of a responsible plant
official. All timber and lumber to be used in aquatic environments, unless specified otherwise in the Contract, shall be chemically treated using Western Wood Preservers Institute Best
Management Practices (BMPs). The producer of the chemically treated products shall supply a written certification that the BMPs were utilized, including a description and appropriate
documentation of the BMPs used. This information may be included on the Certificate of Treatment record. 2022 Standard Specifications M 41-10 Page 9-99 Piling 9-10 9-10 Piling 9-10.1
Timber Piling Timber piling shall be untreated or treated with the preservatives specified in the Plans and completely described in Section 9-09.3. Timber piles shall have the following
limiting diameters: Length in Feet Min. Butt Dia. 3 feet Above Butt in inches Max. Butt Dia. 3 feet Above Butt in inches Min. Tip Dia. in inches Under 40 12 20 7 40 to 54 12 20 7 55
to 74 13 20 7 Over 74 14 20 7 Timber piles shall be strapped with at least three straps: one approximately 18 inches from the butt, one approximately 24 inches from the butt, and one
approximately 12 inches from the tip. Additional straps shall be provided at approximately 15-foot centers between the butt and tip. Strapping shall encircle the pile once and be tensioned
as tightly as possible. Straps shall be 1¼ inches wide, 0.31 inch thick, cold rolled, fully heat treated, high tensile strapping, painted, and waxed, with an ultimate tensile strength
of 5,100 pounds. The seal shall be 2¼ inches long, 20 gage, crimped with a notch type sealer to furnish a joint yielding 80 percent of the strap tensile strength. Treated timber piles
shall be strapped after treatment. 9-10.1(1) Untreated Piling Except where specifically provided otherwise, untreated timber piling shall be Douglas Fir, Western Red Cedar, or Larch.
Piling for foundations shall be Douglas Fir. Piling shall be cut from sound, live trees and shall contain no unsound knots. Sound knots will be permitted, provided the diameter of the
knot does not exceed 4 inches, or ⅓ of the small diameter of the pile at the point where they occur, whichever is smaller. Any defect or combination of defects which will impair the
strength of the pile more than the maximum allowable knot will not be permitted. Piling shall be cut above the butt swell and shall have a uniform taper from butt to tip. A line drawn
from the center of the tip to the center of the butt shall not fall outside the center of the pile at any point more than 1 percent of the length of the pile. A spiral grain or twist
in excess of ¼ turn in 10 feet of length will be cause for rejection. Untreated timber trestle piling shall have an average of at least five annual rings per inch measured radially
over a distance of 3 inches at the butt, beginning at a point 3½ inches from the heart. At least 9 inches of heartwood shall show at the butt. Ring count requirements for untreated
timber foundation piling and detour trestle piling will be waived. Page 9-100 2022 Standard Specifications M 41-10 9-10 Piling 9-10.1(2) Creosote Treated Piling For creosote treated
piling, Douglas Fir timber shall be used. All other requirements shall be the same as for untreated piling, except that the ring count requirement will be waived. 9-10.1(3) Timber Composite
Piling Timber composite piling shall consist of a pile made up of two timber sections. The lower section shall be untreated, and the upper section shall be creosote treated. The treated
and untreated sections of timber composite pile shall meet the respective requirements specified above for full length of treated and untreated timber piling. 9-10.1(4) Peeling Untreated
and creosote treated piles shall be peeled by removing all of the rough bark and at least 80 percent of the inner bark. No strip of inner bark remaining on the pile shall be over ¾
inch wide or over 8 inches long, and there shall be at least 1 inch of clean wood surface between any two such strips. Not less than 80 percent of the surface on any circumference shall
be clean wood. All knots shall be trimmed close to the body of the pile. 9-10.2 Concrete Piling 9-10.2(1) Concrete The concrete for prestressed piles shall have a minimum compressive
strength of 6,000 psi at the age of 28 days. The minimum compressive strength of concrete at the transfer of prestress shall be 3,300 psi. The concrete for other precast piles shall
be Class 4000. Mixing, transporting, and placing concrete shall be in accordance with the provisions of Section 6-02.3. The Contractor shall mold and test a sufficient number of concrete
test cylinders to determine the strength of the concrete as required by the Specifications. Under the surveillance of the Engineer, the test cylinders shall be molded, cured, and tested
in accordance with the procedures established by the State Materials Laboratory. In the event that a sufficient number of concrete test cylinders are not molded to satisfy all testing
required on any one pile, cores measuring 4 inches in diameter by 5 inches in height shall be taken and tested by the Contractor. If the strength of the core meets the required compressive
strength of the concrete, the pile may be accepted. The coring and testing of the core shall be done under the surveillance of the Engineer. 9-10.2(2) Reinforcement Reinforcement shall
meet the requirements of Section 9-07. 2022 Standard Specifications M 41-10 Page 9-101 Piling 9-10 9-10.3 Cast-In-Place Concrete Piling Reinforcement for cast-in-place concrete piles
shall conform to Section 9-07.2. 9-10.4 Steel Pile Tips and Shoes Steel pile tips and shoes shall be fabricated of cast steel conforming to ASTM A148 Grade 90-60 [620-415] or ASTM A27
Grade 65-35 [450-240] and be free from any obvious defects. Pile tips shall be accompanied by a mill test report stating the chemical and physical properties (tensile and yield) of
the steel. 9-10.5 Steel Piling The material for rolled steel piling H-piling and pile splices shall conform to ASTM A36, ASTM A572 or ASTM A992. The material for steel pipe piling and
splices shall conform to one of the following requirements except as specifically noted in the plans: 1. API 5L Grade X42 or X52 material may be used for longitudinal seam welded or
helical (spiral) seam submerged-arc welded pipe piles of any diameter. 2. ASTM A252, Grade 2 or 3 material may be used for longitudinal seam welded or helical (spiral) seam submerged-arc
welded pipe piles of any diameter. For the purposes of welding and prequalification of base metal, steel pipe pile designated as ASTM A252 may be treated as prequalified provided the
chemical composition conforms to a prequalified base metal classification listed in Table 3.1 of the AWS D1.1/D1.1M, latest edition, Structural Welding Code, the grade of pipe piling
meets or exceeds the grade specified in the Plans, and the carbon equivalent (CE) is a maximum of 0.45-percent. 3. ASTM A709 or ASTM A588 material may be used for longitudinal seam
welded piles of any diameter. The base metal, coil or plate, used for fabrication of all steel pipe piling shall meet the ASTM A709 non-fracture critical tension component impact test
(CVN) requirements for Zone 2. For helical (spiral) seam submerged-arc welded pipe piles, the maximum radial offset of strip/plate edges shall be ⅛ inch. The offset shall be transitioned
with a taper weld and the slope shall not be less than a 1 in 2.5 taper. The weld reinforcement shall not be greater than 3/16 inches and misalignment of weld beads shall not exceed
⅛ inch. Steel soldier piles, and associated steel bars and plates, shall conform to ASTM A36, ASTM A572 or ASTM A992, except as otherwise noted in the Plans. Page 9-102 2022 Standard
Specifications M 41-10 9-11 Waterproof Membrane 9-11 Waterproof Membrane 9-11.1 Asphalt for Waterproofing Waterproof membrane shall be a sheet membrane conforming to ASTM D 6153 Type
III, the puncture capacity specified below, and either the thin polymer sheet tensile stress or the geotextile and fabric grab tensile strength specified below: Performance Properties
Test Method Specification Requirements Tensile Stress (for Thin Polymer Sheets) ASTM D 882 75 pounds per inch min. Grab Tensile Strength (for Geotextiles and Fabrics) ASTM D 4632 (Woven
or Nonwoven) 200 pounds min. Puncture Capacity (For Thin Polymer Sheets, Geotextiles and Fabrics) ASTM E 154 200 pounds min. Waterproofing membrane will be accepted based on a Manufacturer’s
Certificate of Compliance with each lot of waterproof membrane. 9-11.2 Primer for Waterproof Membrane The primer for the waterproof membrane shall be appropriate for bonding the sheet
membrane to the bridge deck surface and shall be compatible with the membrane in accordance with the waterproof membrane manufacturer’s recommendations. 2022 Standard Specifications
M 41-10 Page 9-103 Masonry Units 9-12 9-12 Masonry Units 9-12.1 Concrete Blocks Concrete blocks for manholes and catch basins shall conform to the requirements of ASTM C139. Concrete
blocks for building construction shall conform to the requirements of ASTM C90. 9-12.2 Concrete Brick Concrete brick shall conform to the requirements of ASTM C55. Page 9-104 2022 Standard
Specifications M 41-10 9-13 Riprap, Quarry Spalls, Slope Protection, and Rock for Erosion and Scour Protection and Rock Walls 9-13 Riprap, Quarry Spalls, Slope Protection, and Rock
for Erosion and Scour Protection and Rock Walls 9-13.1 Riprap and Quarry Spalls 9-13.1(1) General Riprap and quarry spalls shall consist of broken stone or broken concrete rubble and
shall be free of rock fines, soil, or other extraneous material. Concrete rubble shall not be contaminated by foreign materials such as fibers, wood, steel, asphalt, sealant, soil,
plastic and other contaminants or deleterious material. Concrete rubble that is imported to the job site will require testing and certification for toxicity characteristics per Section
9-03.21(1). The grading of the riprap shall be determined by the Engineer by visual inspection of the load before it is dumped into place, or, if so ordered by the Engineer, by dumping
individual loads on a flat surface and sorting and measuring the individual rocks contained in the load. Should the riprap contain insufficient spalls, as defined in Section 9-13.1(5),
the Contractor shall furnish and place supplementary spall material. Riprap and quarry spalls shall be free from segregation, seams, cracks, and other defects tending to destroy its
resistance to weather and shall meet the following test requirements: Aggregate Property Test method Requirement Degradation Factor WSDOT Test Method T 113 15 minimum Los Angeles Wear,
500 Rev. AASHTO T 96 50% maximum Specific Gravity, SSD AASHTO T 85 2.55 minimum 9-13.1(2) Heavy Loose Riprap Heavy loose riprap shall meet the following requirements for grading: Minimum
Size Maximum Size 30% to 90% 1 ton (½ cu. yd.) N/A 60% to 90% 300 lbs. (2 cu. ft.) 1 ton (1/2 cu. yd.) 10% to 30% 3 inch 50 lbs. (spalls) 9-13.1(3) Light Loose Riprap Light loose riprap
shall meet the following requirements for grading: Size Range Maximum Size 20% to 90% 300 lbs. to 1 ton (2 cu. ft. to ½ cu. yd.) N/A 15% to 80% 50 lbs. to 1 ton (⅓ cu. ft. to ½ cu.
yd.) 300 lbs. to 1 ton (2 cu. ft. to 1/2 cu. yd.) 10% to 20% 3 inch 50 lbs. (spalls) 2022 Standard Specifications M 41-10 Page 9-105 Riprap, Quarry Spalls, Slope Protection, and Rock
for Erosion and Scour Protection and Rock Walls 9-13 9-13.1(4) Hand Placed Riprap Hand placed riprap shall be as nearly rectangular as possible, 60 percent shall have a volume of not
less than 1 cubic foot. No stone shall be used which is less than 6 inches thick, nor which does not extend through the wall. 9-13.1(5) Quarry Spalls Quarry spalls shall meet the following
requirements for grading: Sieve Size Percent Passing 8″ 100 3″ 40 max. ¾″ 10 max. 9-13.2 Vacant 9-13.3 Vacant 9-13.4 Rock for Erosion and Scour Protection Rock for Erosion and Scour
Protection shall be hard, sound, and durable material, free from seams, cracks, and other defects that tend to destroy its resistance to weather, and it shall consist of broken and/or
processed rock. Rock for Erosion and Scour Protection shall meet the quality requirements in Section 9-13 and the grading requirements in Section 9-13.4(2). The use of recycled materials
and concrete rubble is not permitted for this application. 9-13.4(1) Suitable Shape of Rock for Erosion and Scour Protection The Suitable Shape of these rocks shall be “Angular” (having
sharply defined edges) to “Subangular” (having a shape in between Rounded and Angular) for a higher degree of interlocking to provide stability to the protected area. The use of round,
thin, flat, or long and needle-like shapes is not allowed. Suitable Shape can be determined by the ratio of the Length/Thickness, where the Length is the longest axis, Width is the
second longest axis, and Thickness is the shortest. The Suitable Shape shall be the maximum of 3.0 using the following calculation: = ≤ 3.0 Suitable Shape 9-13.4(2) Grading Requirements
of Rock for Erosion and Scour Protection Rock for Erosion and Scour Protection will be classified as Class A, Class B, and Class C, and it shall have a “Well-Graded” structure that
meets the requirements for Suitable Shape and conforms to one or more of the following gradings as shown in the Plans. Page 9-106 2022 Standard Specifications M 41-10 9-13 Riprap, Quarry
Spalls, Slope Protection, and Rock for Erosion and Scour Protection and Rock Walls Class A Class C Approximate Size (in.)1 Percent Passing (Smaller) Approximate Size (in.)1 Percent
Passing (Smaller) 18 100 42 100 16 80-95 36 80-95 12 50-80 28 50-80 8 15-50 22 15-50 4 15 max. 14 15 max. Class B Approximate Size (in.)1 Percent Passing (Smaller) 30 100 28 80-95 22
50-80 16 15-50 10 15 max. 1Approximate Size can be determined by taking the average dimension of the three axes of the rock, Length, Width, and Thickness, by use of the following calculation:
Length + Width + Thickness 3 = Approximate Size Rock for Erosion and Scour Protection shall be visually accepted by the Engineer. The Engineer shall determine the Suitable Shape,
Approximate Size, and Grading of the load before it is placed. If so ordered by the Engineer, the loads shall be dumped on a flat surface for sorting and measuring the individual rocks
contained in the load. 9-13.5 Concrete Slope Protection Concrete slope protection shall consist of reinforced portland cement or blended hydraulic cement concrete poured or pneumatically
placed upon the slope with a rustication joint pattern or semi-open concrete masonry units placed upon the slope closely adjoining each other. 9-13.5(1) Semi-Open Concrete Masonry Units
Slope Protection Precast cement concrete blocks shall conform to the requirements of ASTM C1319. 9-13.5(2) Poured Portland Cement or Blended Hydraulic Cement Concrete Slope Protection
Cement concrete for poured concrete slope protection shall be commercial concrete in conformance with Section 6-02.3(2)B. 2022 Standard Specifications M 41-10 Page 9-107 Riprap, Quarry
Spalls, Slope Protection, and Rock for Erosion and Scour Protection and Rock Walls 9-13 9-13.5(3) Pneumatically Placed Portland Cement or Blended Hydraulic Cement Concrete Slope Protection
Cement – This material shall be portland cement or blended hydraulic cement as specified in Section 9-01. Aggregate – This material shall meet the requirements for fine aggregate as
specified in Section 9-03.1. The moisture content of the fine aggregate at the time of use shall be between 3 and 6 percent by weight. Reinforcement – Wire mesh reinforcement shall
conform to the provisions of Section 9-07.7. Water – Water shall conform to the provisions of Section 9-25.1. 9-13.6 Vacant 9-13.7 Rock for Rock Wall 9-13.7(1) Rock for Rock Walls and
Chinking Material Rock for rock walls and chinking material shall be hard, sound and durable material, free from seams, cracks, and other defects tending to destroy its resistance to
weather, and shall meet the following test requirements: Test Test Method Requirements Specific Gravity, SSD AASHTO T 85 2.55 min. LA Wear AASHTO T 96 50% max. Degradation WSDOT T 113
15 min. Absorption AASHTO T 85 3% max. Rock for rock wall sizes are approximately as follows: Rock Size Rock Weight (lbs) Average Dimension (in.) One Man 50 to 200 12 to 18 Two Man
200 to 700 18 to 28 Three Man 700 to 2,000 28 to 36 Four Man 2,000 to 4,000 36 to 48 Five Man 4,000 to 6,000 48 to 54 Six Man 6,000 to 8,000 54 to 60 Chinking material shall be a minimum
of 4 inches average dimension. 9-13.7(2) Backfill for Rock Wall Backfill for rock walls shall be shot rock ranging in size from a minimum of 2 inches to a maximum of 6 inches. Acceptance
shall be based on visual inspection by the Engineer. Page 9-108 2022 Standard Specifications M 41-10 9-14 Erosion Control and Roadside Planting 9-14 Erosion Control and Roadside Planting
9-14.1 Materials Submittals and Acceptance Standard Specification Section Material For each material used the Contractor shall submit a materials certificate of compliance in accordance
with Section 1-06.2 along with the following information to the Engineer 9-14.2(1) Topsoil Type A Compliance with the applicable section. 9-14.2(2) Topsoil Type B 9-14.2(3) Topsoil
Type C 9-14.3 Seed 9-14.4 Fertilizer 9-14.5 Mulch and Amendments 9-14.5(1) Straw 9-14.5(2) Hydraulically Applied Erosion Control Products Test results, dated within 3 years prior to
the date of application, from an independent, accredited laboratory, as approved by the Engineer, that show the product meets requirements of this section. 9-14.5(2)A Long-Term Mulch
in Section Test results reported on WSDOT Form 220-042 documenting that the mulch meets the requirements in Section 9-14.5(2) Table 1 and this section. 9-14.5(2)B Moderate-Term Mulch
Test results reported on WSDOT Form 220-043 documenting that the mulch meets the requirements in Section 9-14.5(2) Table 1 and the applicable requirements of these sections. 9-14.5(2)C
Short-Term Mulch 9-14.5(3) Bark and Wood Chip Mulch Compliance with the applicable section. 9-14.5(4) Wood Strand Mulch A satisfactory test report, performed in accordance with WSDOT
T 125 and compliance with this section. 9-14.5(6) Agriculture Grade Gypsum Compliance with the applicable section. 9-14.5(7) Tackifier Test results that show the tackifier meets requirements
of Section 9-14.5(2) Table 1 and compliance with this section. 2022 Standard Specifications M 41-10 Page 9-109 Erosion Control and Roadside Planting 9-14 Standard Specification Section
Material For each material used the Contractor shall submit a materials certificate of compliance in accordance with Section 1-06.2 along with the following information to the Engineer
9-14.5(8) Compost Fourteen days prior to application. a) A copy of the Solid Waste Handling Permit issued to the manufacturer by the Jurisdictional Health Department in accordance with
https://apps.leg.wa.gov/ WAC/default.aspx?cite=173-350 (Minimum Functional Standards for Solid Waste Handling). b) Test results that show the compost complies with the processes, testing,
and standards specified in WAC 173350 and this section. An independent Seal of Testing Assurance (STA) Program certified laboratory shall perform the testing. c) A copy of the manufacturer’s
Seal of Testing Assurance STA certification as issued by the U.S. Composting Council dated within 90 calendar days of the application. d) Compost test data submitted on WSDOT Form
220-038. e) A sample of the compost approved for use. f) A list of feed stocks by volume for each compost type. g) Physical contaminants shall not exceed 0.5 percent by weight of total
sampled compost. h) Compliance with the applicable section. 9-14.5(9) Horticultural Grade Perlite Test results reported on WSDOT Form 220-037 documenting that the horticultural grade
perlite meets the requirements of this section. 9-14.6(2) Biodegradable Erosion Control Blanket Test results reported on WSDOT Form 220-039 documenting that the biodegradable erosion
control blanket meets the requirements of this section. Independent laboratory test results from the National Transportation Product Evaluation Program (NTPEP) meeting the requirements
of Section 9-14.5(2)A, 9-14.5(2)B or 9-14.5(2)C. 9-14.6(5) Wattles Compliance with the applicable section. 9-14.6(6) Compost Socks 9-14.7 Plant Materials If cuttings are taken from
private property the contractor shall submit a copy of the written permission to the Engineer prior to cuttings being collected. Page 9-110 2022 Standard Specifications M 41-10 9-14
Erosion Control and Roadside Planting 9-14.2 Topsoil Topsoil shall not contain any recycled material, foreign materials, or any listed Noxious and Nuisance weeds of any Class designated
by authorized State or County officials. Aggregate shall not comprise more than 10 percent by volume of Topsoil and shall not be greater than two inches in diameter. 9-14.2(1) Topsoil
Type A Topsoil Type A shall be as specified in the Special Provisions. 9-14.2(2) Topsoil Type B Topsoil Type B shall be native topsoil taken from within the project limits either from
the area where roadway excavation is to be performed or from strippings from borrow, pit, or quarry sites, or from other designated sources. In the production of Topsoil Type B, all
vegetative matter, less than 4 feet in height, shall become a part of the topsoil. 9-14.2(3) Topsoil Type C Topsoil Type C shall be native topsoil meeting the requirements of Topsoil
Type B but obtained from a source provided by the Contractor outside of the Contracting Agency owned right of way. 9-14.3 Seed Seed of the type specified shall be certified in accordance
with WAC 16-302. Seed mixes shall be commercially prepared and supplied in sealed containers. The labels shall show: (1) Common and botanical names of seed, (2) Lot number, (3) Net
weight, (4) Pounds of Pure live seed (PLS) in the mix, (5) Origin of seed. All seed vendors must have a business license issued by supplier’s state or provincial Department of Licensing
with a “seed dealer” endorsement. 9-14.4 Fertilizer Fertilizer shall be a standard commercial grade of organic or inorganic fertilizer of the kind and quality specified. It may be separate
or in a mixture containing the percentage of total nitrogen, available phosphoric acid, and water-soluble potash or sulfur in the amounts specified. All fertilizers shall be furnished
in standard unopened containers with weight, name of plant nutrients, and manufacturer’s guaranteed statement of analysis clearly marked, all in accordance with State and Federal laws.
2022 Standard Specifications M 41-10 Page 9-111 Erosion Control and Roadside Planting 9-14 Fertilizer shall be supplied in one of the following forms: (1) A dry free-flowing granular
fertilizer, suitable for application by agricultural fertilizer spreader. (2) A soluble form that will permit complete suspension of insoluble particles in water, suitable for application
by power sprayer. (3) A homogeneous pellet, suitable for application through a ferti-blast gun. (4) A tablet or other form of controlled release with a minimum of a 6 month release
period. (5) A liquid suitable for application by a power sprayer or hydroseeder. 9-14.5 Mulch and Amendments All amendments shall be delivered to the site in the original, unopened
containers bearing the manufacturer’s guaranteed chemical analysis and name. In lieu of containers, amendments may be furnished in bulk. A Manufacturer’s Certificate of Compliance shall
accompany each delivery. Compost and other organic amendments shall be accompanied with all applicable health certificates and permits. 9-14.5(1) Straw Straw shall be in an air-dried
condition, free of noxious weeds, seeds, and other materials detrimental to plant life. Hay is not acceptable. All straw material shall be Certified Weed-Free Straw using North American
Weed Management Association (NAWMA) standards or the Washington Wilderness Hay and Mulch (WWHAM) program run by the Washington State Noxious Weed Control Board. Information can be found
at www.nwcb.wa.gov. In lieu of Certified Weed-Free Straw, the Contractor shall submit documentation that the material is steam or heat treated to kill seeds, or shall submit U.S., Washington
State, or other states’ Department of Agriculture laboratory test reports, dated within 90 days prior to the date of application, showing that there are no viable seeds in the straw.
9-14.5(2) Hydraulically Applied Erosion Control Products (HECPs) All HECPs shall be made of natural plant fibers unaltered by synthetic materials, and in a dry condition, free of noxious
weeds, seeds, chemical printing ink, germination inhibitors, herbicide residue, chlorine bleach, rock, metal, plastic, and other materials detrimental to plant life. The HECP shall
be suitable for spreading with a hydroseeder. All HECPs shall be furnished premixed by the manufacturer with Organic or Synthetic Tackifier as specified in Section 9-14.5(7). The product
shall be hydrated in accordance with the manufacturer’s recommendations. The Contractor shall submit test results, dated within 3 years prior to the date of application, from an independent,
accredited laboratory, as approved by the Engineer, showing that the product meets the following requirements: Page 9-112 2022 Standard Specifications M 41-10 9-14 Erosion Control and
Roadside Planting Table 1 HECP Requirements These test requirements apply to the fully mixed product, including tackifiers, dyes, or other additives that may be included in the HECP
final product in its sprayable form. Properties Test Method Requirements Acute Toxicity EPA-821-R-02-012 Methods for Measuring Acute Toxicity of Effluents. Test leachate from recommended
application rate receiving 2 inches of rainfall per hour using static test for NoObserved-Adverse-Effect-Concentration (NOEC). Four replicates are required with no statistically significant
reduction in survival in 100 percent leachate for a Daphnid at 48 hours and Oncorhynchus mykiss (rainbow trout) at 96 hours. Solvents EPA 8260 (SW846) Benzene – < 0.03 mg/kg Methylene
chloride – < 0.02 mg/kg Naphthalene – < 5 mg/kg Tetrachloroethylene – < 0.05 mg/kg Toluene – < 7 mg/kg Trichloroethylene – < 0.03 mg/kg Xylenes – < 9 mg/kg Heavy Metals EPA 6010
or 6020 (SW856) Antimony – < 4 mg/kg Arsenic – < 6 mg/kg Barium – < 80 mg/kg Boron – < 160 mg/kg Cadmium – < 2 mg/kg Total Chromium – < 4 mg/kg Copper – < 10 mg/kg Lead – <
5 mg/kg Nickel – < 2 mg/kg Selenium – < 10 mg/kg Strontium – < 40 mg/kg Zinc – < 30 mg/kg Heavy Metals EPA 6010 or 6020 (SW856) or EPA 7470 or 7471 (SW856) Mercury – < 2 mg/kg
If the HECP contains cotton or straw, the Contractor shall submit documentation that the material has been steam or heat treated to kill seeds, or shall submit U.S., Washington State,
or other states’ Department of Agriculture laboratory test reports, dated within 90 days prior to the date of application, showing that there are no viable seeds in the mulch. The HECP
shall be manufactured in such a manner that, when agitated in slurry tanks with water, the fibers will become uniformly suspended, without clumping, to form a homogeneous slurry. When
hydraulically applied, the material shall form a strong moisture-holding mat that allows the continuous absorption and infiltration of water. If the HECP contains a dye to facilitate
placement and inspection of the material, it shall be nontoxic to plants, animals, and aquatic life and shall not stain concrete or painted surfaces. The HECP shall not be harmful to
plants, animals, and aquatic life. 2022 Standard Specifications M 41-10 Page 9-113 Erosion Control and Roadside Planting 9-14 9-14.5(2)A Long-Term Mulch Long-Term Mulch shall adhere
to the soil, create a blanket-like mass and bond with the soil surface to create a continuous, porous, absorbent, and flexible erosion-resistant blanket that allows for seed germination
and plant growth. Long-Term Mulch shall meet the requirements in Table 2, Long-Term Mulch Test Requirements. Products containing cellulose fiber produced from paper or paper components
will not be approved or accepted. With the exception of seed and water, field mixing of additives or components is not acceptable. Table 2 Long-Term Mulch Test Requirements The Contractor
shall supply independent test results from the National Transportation Product Evaluation Program (NTPEP) on 5-year intervals generated on or after November 1, 2015 showing that the
product meets the Cover-Factor (C Factor) in accordance with ASTM D6459. Properties Test Method Requirements Performance in Protecting Slopes from RainfallInduced Erosion ASTM D6459.
Test in one soil type. Soil tested shall be sandy loam as defined by the NRCS Soil Texture Triangle. C Factor = 0.01 maximum using Revised Universal Soil Loss Equation (RUSLE) The Contractor
shall submit test results from an independent, accredited laboratory, on 5-year intervals generated on or after July 15 of 2017 showing that the product meets the following requirements.
Properties Test Method Requirements Water Holding Capacity ASTM D7367 800 percent minimum Organic Matter Content AASHTO T 267 90 percent minimum Seed Germination Enhancement ASTM D7322
Long Term 420 percent minimum 9-14.5(2)B Moderate-Term Mulch Within 48 hours of application, the Moderate-Term Mulch shall bond with the soil surface to create a continuous, absorbent,
flexible, erosion-resistant blanket. Moderate-Term Mulch shall effectively perform the intended erosion control function in accordance with Section 8-01.3(1) for a minimum of 3 months,
or until temporary vegetation has been established, whichever comes first. 9-14.5(2)C Short-Term Mulch Short-Term Mulch shall effectively perform the intended erosion control function
in accordance with Section 8-01.3(1) for a minimum of 2 months, or until temporary vegetation has been established, whichever comes first. Short-Term Mulch shall not be used in conjunction
with permanent seeding. Page 9-114 2022 Standard Specifications M 41-10 9-14 Erosion Control and Roadside Planting 9-14.5(3) Bark or Wood Chip Mulch Bark or wood chip mulch shall be
derived from fir, pine, or hemlock species. It shall not contain resin, tannin, or other compounds in quantities that would be detrimental to plant life. Sawdust shall not be used as
mulch. Mulch produced from finished wood products or construction debris will not be allowed. Bark or wood chips when tested shall be in accordance with WSDOT T 123 and shall meet the
following loose volume gradation: Sieve Size Percent Passing Minimum Maximum 2″ 95 100 No. 4 0 30 9-14.5(4) Wood Strand Mulch Wood strand mulch shall be a blend of angular, loose, long,
thin wood pieces that are frayed, with a high length-to-width ratio, and it shall be derived from native conifer or deciduous trees. A minimum of 95 percent of the wood strand shall
have lengths between 2 and 10 inches. At least 50 percent of the length of each strand shall have a width and thickness between 1/16 and ½ inch. No single strand shall have a width
or thickness greater than ½ inch. The mulch shall not contain salt, preservatives, glue, resin, tannin, or other compounds in quantities that would be detrimental to plant life. Sawdust
or wood chips or shavings will not be acceptable. This product shall not be harmful to plants, animals, and aquatic life. 9-14.5(5) Agricultural Grade Dolomite Lime Agricultural grade
dolomite lime shall be in a pelletized or granular form, meeting the grading requirements of ASTM C602 for Class E. 9-14.5(6) Agricultural Grade Gypsum Agricultural grade gypsum shall
consist of Calcium Sulfate (CaSO4·2H2O) in a pelletized or granular form and shall meet the following grading requirements; Sieve Size Percent Passing ¼” 99 – 100 No. 20 20 max All
percentages are by weight. 2022 Standard Specifications M 41-10 Page 9-115 Erosion Control and Roadside Planting 9-14 9-14.5(7) Tackifier Tackifiers are used as a tie-down for soil,
compost, seed, and/or mulch. Tackifiers shall contain no growth or germination-inhibiting materials and shall not reduce infiltration rates. Tackifiers shall hydrate in water and readily
blend with other slurry materials. Tackifiers shall include a mulch tracer added to visible aid uniform application, and shall not be harmful to plants, animals, or aquatic life. 9-14.5(7)A
Organic Tackifier Organic tackifiers shall be derived from natural plant sources and shall not be harmful to plants, animals, and aquatic life. 9-14.5(7)B Synthetic Tackifier Synthetic
tackifiers shall not be harmful to plants, animals, and aquatic life. 9-14.5(8) Compost Compost products shall be the result of the biological degradation and transformation of organic
materials under controlled conditions designed to promote aerobic decomposition. Compost shall be stable with regard to oxygen consumption and carbon dioxide generation. Compost shall
be mature with regard to its suitability for serving as a soil amendment or an erosion control BMP as defined below. The compost shall have a moisture content that has no visible free
water or dust produced when handling the material. Compost production and quality shall comply with WAC 173-350. Compost products shall meet the following physical criteria: 1. Compost
material shall be tested in accordance with U.S. Composting Council Testing Methods for the Examination of Compost and Composting (TMECC) 02.02B, “Sample Sieving for Aggregate Size
Classification”. Fine compost shall meet the following gradation: Sieve Size Percent Passing Minimum Maximum 1″ 100 ⅝″ 90 100 ¼″ 75 100 Note: Maximum particle length of 4 inches. Page
9-116 2022 Standard Specifications M 41-10 9-14 Erosion Control and Roadside Planting Medium compost shall meet the following gradation: Sieve Size Percent Passing Minimum Maximum 1″
100 ⅝″ 85 100 ¼″ 70 85 Note: Maximum particle length of 4 inches. Medium compost shall have a carbon to nitrogen ratio (C:N) between 18:1 and 35:1. The carbon to nitrogen ratio shall
be calculated using the dry weight of “Organic Carbon” using TMECC 04.01A divided by the dry weight of “Total N” using TMECC 04.02D. Coarse compost shall meet the following gradation:
Sieve Size Percent Passing Minimum Maximum 2″ 100 1″ 90 100 ¾″ 70 100 ¼″ 40 60 Note: Maximum particle length of 6 inches. Coarse compost shall have a carbon to nitrogen ratio (C:N)
between 25:1 and 35:1. The carbon to nitrogen ratio shall be calculated using the dry weight of “Organic Carbon” using TMECC 04.01A divided by the dry weight of “Total N” using TMECC
04.02D. 2. The pH shall be between 6.0 and 8.5 when tested in accordance with U.S. Composting Council TMECC 04.11-A, “1:5 Slurry pH”. 3. Physical contaminants, defined in WAC 173-350
(plastic, concrete, ceramics, metal, etc.) shall be less than 0.5 percent by weight as determined by U.S. Composting Council TMECC 03.08-A “Classification of Inerts by Sieve Size”.
4. Minimum organic matter shall be 40 percent by dry weight basis as determined by U.S. Composting Council TMECC 05.07A “Loss-On-Ignition Organic Matter Method (LOI)”. 5. Soluble salt
contents shall be less than 4.0 mmhos/cm when tested in accordance with U.S. Composting Council TMECC 04.10 “Electrical Conductivity”. 6. Maturity shall be greater than 80 percent in
accordance with U.S. Composting Council TMECC 05.05-A, “Germination and Root Elongation”. 7. Stability shall be 7-mg CO2–C/g OM/day or below in accordance with U.S. Composting Council
TMECC 05.08-B “Carbon Dioxide Evolution Rate”. 2022 Standard Specifications M 41-10 Page 9-117 Erosion Control and Roadside Planting 9-14 8. The compost product shall originate from
organic feedstocks as defined in WAC 173-350 as “Wood waste”, “Yard debris”, “Post-consumer food waste”, “Preconsumer animal-based wastes”, and/or “Preconsumer vegetative waste”. The
Contractor shall provide a list of feedstock sources by percentage in the final compost product. 9. The Engineer may also evaluate compost for maturity using U.S. Composting Council
TMECC 05.08-E “Solvita® Maturity Index”. Fine compost shall score a number 6 or above on the Solvita® Compost Maturity Test. Medium and Coarse compost shall score a 5 or above on the
Solvita® Compost Maturity Test. 9-14.5(9) Horticultural Grade Perlite Horticultural grade perlite shall be in a pelletized or granular form. Horticultural grade perlite shall meet the
following requirements for quality and grading: Quality Requirements Property Test Method1 Requirement pH (of water slurry) PI 202 6.5 – 8.0 Bulk Density, lb/ft3 PI 200 2 – 10 1PI,
abbreviation for the Perlite Institute Gradation Requirements Sieve Size Percent Passing No. 4 99 – 100 No. 18 30 max No. 30 10 max All percentages are by weight. 9-14.6 Erosion Control
Devices 9-14.6(1) Polyacrylamide (PAM) PAM is used as a tie-down for soil, compost, or seed, and is also used as a flocculent. PAM products shall meet ANSI/NSF Standard 60 for drinking
water treatment with an AMD content not to exceed 0.05 percent. PAM shall be anionic and shall be linear, and not cross-linked. The minimum average molecular weight shall be greater
than 5-mg/ mole. The charge density shall be no less than 15 percent and no greater than 30 percent. The product shall contain at least 80 percent active ingredients and have a moisture
content not exceeding 10 percent by weight. PAM shall be delivered in a dry granular or powder form. Page 9-118 2022 Standard Specifications M 41-10 9-14 Erosion Control and Roadside
Planting 9-14.6(2) Biodegradable Erosion Control Blanket Biodegradable erosion control blankets, including netting if present, shall be made of natural plant fibers unaltered by synthetic
materials. All blanket material shall effectively perform the intended erosion control function until permanent vegetation has been established, or for a minimum of 6 months, whichever
comes first. 9-14.6(2)A Biodegradable Erosion Control Blanket for Slopes Steeper than 3:1 (H:V) Table 6 Properties ASTM Test Method Requirements for Slopes Steeper than 3:1 Protecting
Slopes from Rainfall-Induced Erosion ASTM D6459 Soil tested shall be sandy loam as defined by the NRCS** Soil Texture Triangle C factor = 0.04 maximum for cumulative R-Factor<231 Mass
Per Unit Area ASTM D6475 7.6 oz./sq. yd. minimum Light Penetration ASTM D6567 44% maximum Tensile Strength MD × XD* ASTM D6818 10.0 × 6.0 pounds/inch minimum Tensile Elongation MD ×
XD* ASTM D6818 38% × 33% maximum *MD is Machine Design and XD is Cross Direction **Natural Resource Conservation Services 9-14.6(2)B Biodegradable Erosion Control Blanket for Slopes
Flatter than 3:1 (H:V) Table 7 Properties ASTM Test Method Slope Flatter than 3:1 Requirements Protecting Slopes from Rainfall-Induced Erosion ASTM D6459 Soil tested shall be sandy
loam as defined by the NRCS** Soil Texture Triangle C factor = 0.15 maximum for cumulative R-Factor<231 Mass Per Unit Area ASTM D6475 7.6 oz./sq. yd. minimum Light Penetration ASTM
D6567 40% maximum Tensile Strength MD × XD* ASTM D6818 6.5 × 2.3 pounds/inch minimum Tensile Elongation MD × XD* ASTM D6818 38% × 33% maximum *MD is Machine Design and XD is Cross Direction
**Natural Resource Conservation Services 2022 Standard Specifications M 41-10 Page 9-119 Erosion Control and Roadside Planting 9-14 9-14.6(2)C Biodegradable Erosion Control Blanket
for Ditches Table 8 Properties Test Method Requirements Performance in Protecting Earthen Channels from Stormwater-Induced Erosion ASTM D6460 Soil tested shall be sandy loam as defined
by the NRCS** Soil Texture Triangle Limiting Shear (TLimit) = 2.0 psf minimum. Limiting Velocity (VLimit) = 7.5 ft/ sec flow minimum. Mass per Unit Area ASTM D6475 7.4 oz./ sq. yd.
minimum Light Penetration ASTM D6567 65% maximum Tensile Strength MD × XD* ASTM D6818 9.6 × 3.2 lbs/inch minimum Tensile Elongation MD × XD* ASTM D6818 38% × 33% maximum *MD is Machine
Design and XD is Cross Direction **Natural Resource Conservation Services 9-14.6(3) Plastic Covering Plastic covering shall meet the requirements of ASTM D4397 for polyethylene sheeting.
9-14.6(4) Check Dams All materials used for check dams shall be non-toxic and not pose a threat to wildlife when installed. 9-14.6(4)A Biodegradable Check Dams Biodegradable check dams
shall meet the following requirements: Wattle Section 9-14.6(5) Compost Sock Section 9-14.6(6) Coir Log Section 9-14.6(7) The Contractor may substitute a different biodegradable check
dam as long as it complies with the following and is accepted by the Engineer: 1. Made of natural plant fiber unaltered by synthetic material. 2. Netting if present shall be made of
natural plant fibers unaltered by synthetic materials. Materials shall effectively perform the intended erosion control function until permanent vegetation has been established or for
a minimum of 6 months, whichever comes first. 3. Straw bales shall not be used as check dams. Page 9-120 2022 Standard Specifications M 41-10 9-14 Erosion Control and Roadside Planting
9-14.6(4)B Non-biodegradable Check Dams Non-biodegradable check dams shall meet the following requirements: 1. Geotextile materials shall conform to Section 9-33 for silt fence. 2.
Other such devices that meet the requirements of Section 9-14.6(4) and shall be approved by the Engineer prior to installation. 9-14.6(5) Wattles Wattles shall consist of cylinders
of plant material such as weed-free straw, coir, wood chips, excelsior, or wood fiber or shavings encased within netting made of natural plant fibers unaltered by synthetic materials.
Wattles shall be a minimum of 8 inches in diameter. Netting material shall be clean, evenly woven, and free of encrusted concrete or other contaminating materials such as preservatives.
Netting material shall be free from cuts, tears, or weak places and shall effectively perform the intended erosion control function until permanent vegetation has been established or
for a minimum of 6 months, whichever comes first. If wood chip filler is used, it shall meet the material requirements as specified in Section 9-14.5(3). If straw filler is used, it
shall meet the material requirements as specified in Section 9-14.4(1). If wood shavings are used, 80 percent of the fibers shall have a minimum length of 6 inches between 0.030 and
0.50 inches wide and between 0.017 and 0.13 inches thick. Stakes for wattles shall be made of wood from untreated Douglas fir, hemlock, or pine species. 9-14.6(6) Compost Socks Compost
socks shall consist of fabric made of natural plant fibers unaltered by synthetic materials. The compost sock shall be filled with Medium Compost as specified in Section 9-14.5(8).
Compost socks shall be at least 8 inches in diameter. The sock shall be clean, evenly woven; free of encrusted concrete or other contaminating materials; free from cuts, tears, broken
or missing yarns; free of thin, open, or weak areas; and free of any type of preservative. Sock fabric shall effectively perform the intended erosion control function until permanent
vegetation has been established or for a minimum of 6 months, whichever comes first. Stakes for compost socks shall be made of wood from untreated Douglas fir, hemlock, or pine species.
2022 Standard Specifications M 41-10 Page 9-121 Erosion Control and Roadside Planting 9-14 9-14.6(7) Coir Log Coir logs shall be made of 100 percent durable coconut (coir) fiber uniformly
compacted within woven netting made of bristle coir twine with a minimum tensile strength of 80 lbs. The netting shall have nominal 2 by 2-inch openings. Log segments shall have a maximum
length of 20 feet, with a minimum diameter as shown in the Plans. Logs shall have a minimum density of 7 lbs/cf. Stakes shall be untreated Douglas fir, hemlock, or pine species. Wood
stakes shall have a notch to secure the rope ties. Rope ties shall be made of ¼-inch diameter commercially available hemp rope. 9-14.6(8) High Visibility Fencing High visibility fence
shall be UV stabilized, orange, high-density polyethylene or polypropylene mesh. Support posts shall be wood or steel in accordance with Standard Plan I-10.10. The posts shall have
sufficient strength and durability to support the fence through the life of the project. 9-14.6(9) High Visibility Silt Fence High visibility silt fence shall be a minimum of 5 feet
in height, high visibility orange, UV stabilized and shall meet the geotextile requirements in Section 9-33 Table 6. Support posts shall be in accordance with the Standard Plans. The
posts shall have sufficient strength and durability to support the fence through the life of the project. 9-14.7 Plant Materials 9-14.7(1) Description Bareroot plants are grown in the
ground and harvested without soil or growing medium around their roots. Container plants are grown in pots or flats that prevent root growth beyond the sides and bottom of the container.
Balled and burlapped plants are grown in the ground and harvested with soil around a core of undisturbed roots. This rootball is wrapped in burlap and tied or placed in a wire basket
or other supportive structure. Cuttings are live plant material without a previously developed root system. Source plants for cuttings shall be dormant when cuttings are taken and all
cuts shall be made with a sharp instrument. Cuttings may be collected. If cuttings are collected, the requirement to be nursery grown or held in nursery conditions does not apply. Written
permission shall be obtained from property owners and provided to the Engineer before cuttings are collected. The Contractor shall collect cuttings in accordance with applicable sensitive
area ordinances. Cuttings shall meet the following requirements: Page 9-122 2022 Standard Specifications M 41-10 9-14 Erosion Control and Roadside Planting 1. Live branch cuttings shall
have flexible top growth with terminal buds and may have side branches. The rooting end shall be cut at an approximate 45-degree angle. 2. Live stake cuttings shall have a straight
top cut immediately above a bud. The lower, rooting end shall be cut at an approximate 45-degree angle. Live stakes are cut from one to two year old wood. Live stake cuttings shall
be cut and installed with the bark intact with no branches or stems attached, and be ½ to 1½ inch in diameter. 3. Live pole cuttings shall have a diameter between 2 inches and 3.5 inches.
Live poles shall have no more than three branches which must be located at the top end of the pole and those branches shall be pruned back to the first bud from the main stem. Rhizomes
shall be a prostrate or subterranean stem, usually rooting at the nodes and becoming erect at the apex. Rhizomes shall have a minimum of two growth points. Tubers shall be a thickened
and short subterranean branch having numerous buds or eyes. 9-14.7(2) Quality At the time of delivery, all plant material furnished shall meet the grades established by the latest edition
of the American Standard for Nursery Stock, (ASNS) ANSI Z60.1 and shall conform to the size and acceptable conditions as listed in the Contract, and shall be free of all foreign plant
material. All plant material shall comply with State and Federal laws with respect to inspection for plant diseases and insect infestation. Plants must meet Washington State Department
of Agriculture plant quarantines and have a certificate of inspection. Plants originating in Canada must be accompanied by a phytosanitary certificate stating the plants meet USDA health
requirements. All plant material shall be purchased from a nursery licensed to sell plants in their state or province. Live woody or herbaceous plant material, except cuttings, rhizomes,
and tubers, shall be vigorous, well formed, with well developed fibrous root systems, free from dead branches, and from damage caused by an absence or an excess of heat or moisture,
insects, disease, mechanical or other causes detrimental to good plant development. Evergreen plants shall be well foliated and of good color. Deciduous trees that have solitary leaders
shall have only the lateral branches thinned by pruning. All conifer trees shall have only one leader (growing apex) and one terminal bud, and shall not be sheared or shaped. Trees
having a damaged or missing leader, multiple leaders, or Y-crotches shall be rejected. Root balls of plant materials shall be solidly held together by a fibrous root system and shall
be composed only of the soil in which the plant has been actually growing. Balled and burlapped rootballs shall be securely wrapped with jute burlap or other packing material not injurious
to the plant life. Root balls shall be free of weed or foreign plant growth. 2022 Standard Specifications M 41-10 Page 9-123 Erosion Control and Roadside Planting 9-14 Plant materials
shall be nursery grown stock. Plant material, with the exception of cuttings, gathered from native stands shall be held under nursery conditions for a minimum of one full growing season,
shall be free of all foreign plant material, and meet all of the requirements of these Specifications, the Plans, and the Special Provisions. Container grown plants shall be plants
transplanted into a container and grown in that container sufficiently long for new fibrous roots to have developed so that the root mass will retain its shape and hold together when
removed from the container, without having roots that circle the pot. Plant material which is root bound, as determined by the Engineer, shall be rejected. Container plants shall be
free of weed or foreign plant growth. Container sizes for plant material of a larger grade than provided for in the container grown Specifications of the ASNS shall be determined by
the volume of the root ball specified in the ASNS for the same size plant material. All bare root plant materials shall have a heavy fibrous root system and be dormant at the time of
planting. Average height to spread proportions and branching shall be in accordance with the applicable sections, illustrations, and accompanying notes of the ASNS. Plants specified
or identified as “Street Tree Grade” shall be trees with straight trunks, full and symmetrical branching, central leader, and be developed, grown, and propagated with a full branching
crown. A “Street Tree Grade” designation requires the highest grade of nursery shade or ornamental tree production which shall be supplied. Street trees with improperly pruned, broken,
or damaged branches, trunk, or root structure shall be rejected. In all cases, whether supplied balled and burlapped or in a container, the root crown (top of root structure) of the
tree shall be at the top of the finish soil level. Trees supplied and delivered in a nursery fabric bag will not be accepted. Plants which have been determined by the Engineer to have
suffered damage for the following reasons will be rejected: 1. Girdling of the roots, stem, or a major branch. 2. Deformities of the stem or major branches. 3. Lack of symmetry. 4.
Dead or defoliated tops or branches. 5. Defects, injury, and condition which renders the plant unsuitable for its intended use. Plants that are grafted shall have roots of the same
genus as the specified plant. Page 9-124 2022 Standard Specifications M 41-10 9-14 Erosion Control and Roadside Planting 9-14.7(3) Handling and Shipping Handling and shipping shall
be done in a manner that is not detrimental to the plants. The nursery shall furnish a notice of shipment in triplicate at the time of shipment of each truck load or other lot of plant
material. The original copy shall be delivered to the Engineer, the duplicate to the consignee and the triplicate shall accompany the shipment to be furnished to the Inspector at the
job site. The notice shall contain the following information: 1. Name of shipper. 2. Date of shipment. 3. Name of commodity (including all names as specified in the Contract). 4. Consignee
and delivery point. 5. State Contract number. 6. Point from which shipped. 7. Quantity contained. 8. Size (height, runner length, caliper, etc., as required). 9. Signature of shipper
by authorized representative. To acclimate plant materials to Northwest conditions, all plant materials used on a project shall be grown continuously outdoors north of the 42nd Latitude
(Oregon-California border) from not later than August 1 of the year prior to the time of planting. All container grown plants shall be handled by the container. All balled and burlapped
plants shall be handled by the ball. Plant material shall be packed for shipment in accordance with prevailing practice for the type of plant being shipped, and shall be protected at
all times against drying, sun, wind, heat, freezing, and similar detrimental conditions both during shipment and during related handling. Where necessary, plant material shall be temporarily
heeled in. When transported in closed vehicles, plants shall receive adequate ventilation to prevent sweating. When transported in open vehicles, plants shall be protected by tarpaulins
or other suitable cover material. 9-14.7(4) Sod The sod shall be field grown one calendar year or older, have a well developed root structure, and be free of all weeds, disease, and
insect damage. Prior to cutting, the sod shall be green, in an active and vigorous state of growth, and mowed to a height not exceeding 1 inch. The sod shall be cut with a minimum of
1 inch of soil adhering. 2022 Standard Specifications M 41-10 Page 9-125 Erosion Control and Roadside Planting 9-14 9-14.8 Stakes, Guys, and Wrapping The minimum size of wire used for
guying shall be 12-gauge, soft drawn. Hose for guying shall be nylon, rubber, or reinforced plastic and shall have an inside diameter of at least 1 inch. Tree wrap shall be a crinkled
waterproof paper weighing not less than 4 pounds per 100 square feet and shall be made up of two sheets cemented together with asphalt. Page 9-126 2022 Standard Specifications M 41-10
9-15 Irrigation System 9-15 Irrigation System All materials and equipment incorporated in the system shall be new, undamaged, of standard quality, and shall be subject to testing as
specified. When the water supply for the irrigation system is from a nonpotable source, irrigation components shall have lavender indicators supplied by the equipment manufacturer.
9-15.1 Pipe, Tubing, and Fittings Pipe shall be copper, galvanized iron, PVC, or polyethylene, as specified in the Plans or in the Special Provisions. Copper pipe or tubing shall be
annealed, seamless, and conform to the requirements of ASTM B88, and shall be a minimum of Type L rating. Threaded cast brass or bronze fittings shall meet the requirements of Section
9-30.6(6). 9-15.1(1) Galvanized Pipe and Fittings Pipe shall be standard weight, hot-dip galvanized iron or steel pipe, threaded and coupled. Pipe shall meet the requirements of ASTM
A53. All pipe fittings shall be standard threaded galvanized malleable iron fittings. 9-15.1(2) Polyvinyl Chloride Pipe and Fittings PVC pipe and fittings shall be of PVC compound Type
1, Grade 1, conforming to ASTM D1785 Specifications. The pipe and fittings shall be approved and certified by the National Sanitation Foundation. Pipe and fittings shall be free from
defects in materials or construction. The Engineer may require dimensional and quick burst tests of pipe and fittings after arrival at the job site. Acceptance of the materials shall
be subject to passing the designated tests per ASTM Standards. PVC solvent weld pipe shall be of PVC 1120 material and shall have 200 psi minimum pressure rating with SDR 21 walls which
conform to ASTM D2241. PVC pipe with walls heavier than SDR 21 shall be installed when noted in the Plans and specified in the Special Provisions. PVC threaded pipe shall be of PVC
1120 material and shall be schedule 80 which conforms to ASTM D1785. PVC pipe fittings shall conform to ASTM D2466, Type I, Grades 1 or 2. Pipe may be belled on one end with the dimensions
of the tapered bell conforming to ASTM D2672. Each length of PVC pipe is to be marked with an identifying extrusion “run” number and the manufacturer’s name or trade name plus the pipe
size and schedule. 9-15.1(3) Polyethylene Pipe Polyethylene pipe shall be Class 80, SDR 15, medium density polyethylene pipe, meet the requirements of ASTM D2239, conform to U.S. Commercial
Standard CS-255, and be National Sanitation Foundation (NSF) approved. 2022 Standard Specifications M 41-10 Page 9-127 Irrigation System 9-15 Thick walled polyethylene (poly) pipe shall
be used in conjunction with fittings recommended by the manufacturer of the poly pipe to produce a flexible swing joint assembly between the lateral line and the irrigation head. The
pipe shall be manufactured from high quality, low density virgin polyethylene material and have a minimum wall thickness of 0.10 inch and a minimum inside diameter of 0.49 inch. The
pipe shall be capable of withstanding 80 psi operating water pressure at 110°F. The length of thick walled poly pipe at each flexible swing joint assembly shall be 18 inches minimum
to 36 inches maximum. 9-15.2 Drip Tubing Drip tubing shall be manufactured from specially formulated, chemical resistant, low to medium density virgin polyethylene or polybutylene selected
for excellent weatherability and stress cracking resistance and designed specifically for use in drip irrigation systems. Drip tubing shall have a minimum wall thickness of 0.045 inch.
9-15.3 Automatic Controllers The automatic controller shall be an electronic timing device for automatically opening and closing control valves for predetermined periods of time. The
automatic controller shall be enclosed in a weatherproof painted metal housing fabricated from 16-gauge sheet aluminum alloy 6061-T6 or 16-gauge sheet steel or unpainted, nonrusting
industrial grade stainless steel. The pedestal shall have a completely removable locking faceplate to allow easy access to wiring. The automatic controller housing shall have hasp and
lock or a locking device. All locks or locking devices shall be master keyed, and three sets of keys shall be provided to the Engineer. The controller shall be compatible with and capable
of operating the irrigation system as designed and constructed and shall include the following operating features: 1. Each controller station shall be adjustable for setting to remain
open for any desired period of time, from 5 minutes or less to at least 99 minutes. 2. Adjustments shall be provided whereby any number of days may be omitted and whereby any one or
more positions on the controller can be skipped. When adjustments are made, they shall continue automatically within a 14-day cycle until the operator desires to make new adjustments.
3. Controls shall allow any position to be operated manually, both on or off, whenever desired, without disrupting the 14-day cycle. 4. Controls shall provide for resetting the start
of the irrigation cycle at any time and advancing from one position to another. 5. Controllers shall contain a power on-off switch and fuse assembly. 6. Output shall be 24-volt AC with
battery back-up for memory retention of the 14-day cycle. 7. Each controller shall have both normally-open or normally-closed rain sensor compatibility. Page 9-128 2022 Standard Specifications
M 41-10 9-15 Irrigation System 9-15.4 Irrigation Heads Irrigation heads shall be of the type, pattern, and coverage shown in the Plans at rated operating pressure specified, discharging
not more than the amount of gallons per minute listed. Sprinkler heads shall be designed so that spray adjustments can be made by either an adjustment screw or interchangeable nozzles.
Watering cores shall be easily removed without removing the housing from the pipe. All instructions, special wrenches, clamps, tools, and equipment supplied by the manufacturer necessary
for the installation and maintenance of the irrigation heads shall be turned over to the Engineer upon completion and acceptance of the project. 9-15.5 Valve Boxes Valve boxes shall
conform to the Plans and be extendable to obtain the depth required. All manual drain valves and manual control valves shall be installed in valve box with a vandal-resistant lid as
shown in the Plans. 9-15.6 Gate Valves Valves shall be of the same size as the pipes on which they are placed and shall have union or flange connections. Service rating (for nonshock
cold water) shall be 150 psi. Valves shall be of the double disk, taper seat type, with rising stem, union bonnet and hand wheel or suitable cross wheel for standard key operation.
Manufacturer’s name, type of valve, and size shall be imprinted or printed on the valve. 9-15.7 Control Valves 9-15.7(1) Manual Control Valves Manual valves shall be angle type. Service
rating shall be not less than 150 psi nonshock cold water. Valves shall be designed for underground installation with suitable cross wheel for operation with a standard key. The Contractor
shall furnish three suitable operating keys. Valves shall have removable bonnet and stem assemblies with adjustable packing glands and shall house long acme threaded stems to ensure
full opening and closing. 9-15.7(2) Automatic Control Valves Automatic remote control valves shall be globe pattern with flanged or screwed connections as required. The valve shall
be constructed so as to allow all internal parts to be removable from the top of the valve without disturbing the valve installation. Valves shall be of a normally-closed design and
shall be operated by an electronic solenoid having a maximum rating of 6.5 watts utilizing 24-volt AC power. Electronic solenoids shall have a stainless steel plunger and be directly
attached to the valve bonnets or body with all control parts fully encapsulated. Valves shall be of 200 psi heavy-duty glass filled nylon and a standard product of a reputable manufacturer
of irrigation valves and equipment. The opening and closing speed of the valve shall be a minimum of five 2022 Standard Specifications M 41-10 Page 9-129 Irrigation System 9-15 seconds
for closure and a minimum of three seconds for opening with a constant rate of opening and closing. A manual control bleed cock shall be included on the valve to operate the valve without
the requirement of electrical current. A manual shutoff stem with cross handle for wrench operation is required for manual adjustment from fully closed to wide open. Once the manual
adjustment is set, the valve shall operate automatically in the adjusted position. Water flow shall be completely stopped when the control valve is closed either manually or automatically.
Automatic control valves and automatic controllers need not be from the same manufacturer. 9-15.7(3) Automatic Control Valves With Pressure Regulator Automatic control valves with pressure
regulators shall be similar to the automatic control valves described in Section 9-15.7(2) and shall reduce the inlet pressure to a constant pressure regardless of supply fluctuations.
The regulator must be fully adjustable. 9-15.8 Quick Coupling Equipment Quick coupler valves shall have a service rating of not less than 125 psi for nonshock cold water. The body of
the valves shall be of cast Copper Alloy No. C84400 Leaded SemiRed Brass conforming to ASTM B584. The base of the valve shall have standard female pipe threads. The design of the valve
shall be such that it will open only upon inserting a coupler key and will close as the coupler is removed from the valve. Leakage of water between the coupler and valve body when in
operation shall not be accepted. The valve body receiving the coupler shall be designed with double worm slots to allow smooth action in opening and closing of the valve with a minimum
of effort. Slots shall be notched at the base to hold the coupler firmly in the open position. Couplers shall be of the same material as the valve body with stainless steel double guide
lugs to fit the worm slots. Couplers shall be of one piece construction with steel reinforced side handles attached. All couplers shall have standard male pipe threads at the top. Couplers
shall be furnished with all quick coupler valves unless otherwise specified. 9-15.9 Drain Valves Drain valves may be a ½- or ¾-inch PVC or metal gate valve manufactured for irrigation
systems. Valves shall be designed for underground installation with suitable cross wheel for operation with a standard key, and shall have a service rating of not less than 150 psi
nonshock cold water. The Contractor shall furnish three standard operating keys per Contract. Drain valves shall be installed in a valve box with a vandal-resistant lid as shown in
the Plans. Drain valves on potable water systems shall only be allowed on the downstream side of approved cross-connection control devices. 9-15.10 Hose Bibs Hose bibs shall be angle
type, constructed of bronze or brass, threaded to accommodate a ¾-inch hose connection, and shall be key operated. Design shall be such as to prevent operation by wrench or pliers.
Page 9-130 2022 Standard Specifications M 41-10 9-15 Irrigation System 9-15.11 Cross Connection Control Devices Atmospheric vacuum breaker assemblies (AVBAs), pressure vacuum breaker
assemblies (PVBAs), double check valve assemblies (DCVAs), and reduced pressure backflow devices (RPBDs) shall be of a manufacturer and product model approved for use by the Washington
State Department of Health, Olympia, Washington, or a Department of Health-certified agency. 9-15.12 Check Valves Adjustable spring check valves shall be PVC and shall be pressure rated
at 200 psi. Valves shall be adjustable from 5 to 15 pounds spring tension, but shall not cause pressure loss in excess of 5 psi for flows up to 30 gpm. Valves shall have angled seats,
Buna-N seals, and threaded connections, and shall be installed in 8-inch-round plastic valve boxes with vandal-resistant lids. 9-15.13 Pressure Regulating Valves Pressure regulating
valves shall have a minimum of 150 psi working pressure with an adjustable outlet range of 20 to 70 psi. The valves shall be factory set as shown in the Plans. Pressure regulating valves
shall be rated for safe operation at 175 psi nonshock cold water. 9-15.14 Three-Way Valves Three-way valves shall be tight closing, three port, ball or plug type, constructed to permit
straight through and 90-degree flow only. The valve shall be of bronze or approved corrosion resistant body materials and shall have a minimum of 150 psi working pressure. The head
of the valve, or handle when applicable, shall be permanently marked to indicate port position. When handles are included as an integral part of the valves, the Contractor shall remove
the handles and give them to the Engineer. 9-15.15 Flow Control Valves Valve body materials shall be plastic or metal. Internal parts shall be stainless steel. Valves shall be factory
set to the flows as shown in the Plans. Valves shall have no external adjustment and be tamper-proof when installed. One-quarter inch and smaller flow control valves shall have a minimum
pressure absorption range of 2 to 32 psi. One and one half inch and larger flow control valves shall have a minimum pressure absorption range of 3 to 50 psi. Flow shall be controlled
to 5 percent of Plan volumes. 9-15.16 Air Relief Valve The air relief valve shall automatically relieve air and break a vacuum in the serviced pipe. Body materials shall be installed
exactly at all high points. 2022 Standard Specifications M 41-10 Page 9-131 Irrigation System 9-15 9-15.17 Electrical Wire and Splices Electrical wire used between the automatic controller
and automatic control valves shall be solid or stranded copper, minimum size AWG 14. Insulation shall be Type USE Chemically Cross Linked Polyethylene or Type UF, and shall be listed
by a Nationally Recognized Testing Laboratory. Each conductor shall be color coded and marked at each end and at all splices with zone or station number identification. Low voltage
splices shall be made with a direct bury splice kit using a twist-on wire connector and inserted in a waterproof polypropylene tube filled with a silicone electrical insulating gel
or heat-shrinkable insulation tubing. Heat-shrinkable insulation tubing shall consist of a mastic-lined heavy-wall polyolefin cable sleeve. 9-15.18 Detectable Marking Tape Detectable
marking tape shall consist of inert polyethylene plastic that is impervious to all known alkalis, acids, chemical reagents, and solvents likely to be encountered in the soil, with a
metallic foil core to provide for the most positive detection and pipeline location. The tape shall be color coded and shall be imprinted continuously over its entire length in permanent
black ink indicating the type of line buried below and shall also have the word “Caution” prominently shown. Color coding of the tape shall be as follows: Utility Tape Color Water Blue
Sewer Green Electrical Red Gas/Oil Yellow Telephone/CATV Orange Non-Potable Water Purple The width of the tape shall be as recommended by the manufacture based on depth of installation.
9-15.19 Wye Strainers Wye strainers shall be bronze or brass with screwed end connections, 20 mesh Monel or stainless steel screen, and standard tapped bronze retainer cap and closure
plug. Service rating shall be not less than 150 psii nonshock cold water. Page 9-132 2022 Standard Specifications M 41-10 9-16 Fence and Guardrail 9-16 Fence and Guardrail 9-16.1 Chain
Link Fence and Gates 9-16.1(1) General All material used in the construction of chain link fence and gates shall be new. Iron or steel material shall be galvanized unless specified
otherwise. Material upon which serious abrasions of galvanizing occur shall not be acceptable. 9-16.1(1)A Post Material for Chain Link Fence Except as noted otherwise, post material
shall conform to the requirements of AASHTO M 181, Type I (zinc-coated steel), Grade 1 or 2, and shall include all round and roll-formed material (line posts, brace posts, end posts,
corner posts, and pull posts). Round Post Material Round post material shall be Grade 1 or 2. Roll Form Material Roll-formed post material shall be Grade 1. Roll-formed end, corner,
and pull posts shall have integral fastening loops to connect to the fabric for the full length of each post. Grade 1 post material shall conform to the weight per linear foot, minimum
wall thickness and detail requirements of ASTM F1043. Grade 1 post material that exceeds the maximum wall thickness requirement of ASTM F1043 may be accepted, provided it does not interfere
with the proper construction of the fence. Grade 2 post material shall meet the organic exterior coatings requirements of AASHTO M 181 (Section 33) and the additional requirement that
the interior coated surface shall be capable of resisting 300 hours of exposure to salt fog with a maximum of 5 percent red rust when tested in accordance with ASTM B117. 9-16.1(1)B
Chain Link Fence Fabric Chain link fabric shall consist of 11-gage wire for chain link fence Types 3, 4, and 6, and 9-gage wire for chain link fence Type 1. The fabric shall be zinc-coated
steel wire conforming to AASHTO M 181, Class C. Zinc 5 percent Aluminum-Mischmetal alloy meeting the requirements of ASTM B750 may be substituted for zinc coating (hot-dipped) at the
application rate specified by AASHTO M 181 for hot-dip zinc coating. Coating for chain link fence fabric shall meet the requirements of ASTM A817 with minimum weight of coating of uncoated
wire surface 1.0 oz/sq ft (305 g/m2). The wire shall be woven into approximately 2-inch diamond mesh. The width and top and bottom finish of the fabric shall be as specified in AASHTO
M 181. 2022 Standard Specifications M 41-10 Page 9-133 Fence and Guardrail 9-16 9-16.1(1)C Tension Wire Tension wire shall meet the requirements of AASHTO M 181. Tension wire galvanizing
shall be Class 1. 9-16.1(1)D Fittings and Hardware Except where indicated, fittings shall be malleable cast iron or pressed steel and shall conform to the requirements of ASTM F626
or AASHTO M 232, whichever is applicable. Tension truss rods shall be ⅜-inch round galvanized rods with drop forged turnbuckles or other approved type of adjustment. Couplings for tubular
sections shall be outside sleeve type and shall be at least 6 inches long. Eye bolts for attaching tension wire shall be ⅜-inch diameter and of sufficient length to fasten to the type
of post being used. Tension bars shall be ³/16 by ¾-inch nominal and cross sectional area shall be 0.141 in2 ± 5 percent. Hog rings shall be 12-gage galvanized steel wire. Tie wire
shall be 9-gage galvanized steel wire or 9-gage aluminum wire meeting the requirements of ASTM F626. Fabric bands and stretcher bars shall meet the requirements of Section 9-16.6(9).
9-16.1(1)E Chain Link Gates Gate frames shall be constructed of not less than 1½-inch (I.D.) galvanized pipe conforming to AASHTO M 181 Type I, Grade 1 or 2, as specified in Section
9-16.1(1)A. The corners of the gate frame shall be fastened together and reinforced with a malleable iron or pressed steel fitting designed for the purpose, or they may be welded. Welding
shall conform to the requirements of Section 6-03.3(25). All welds shall be ground smooth coated with paint conforming to Section 9-08.1(2)B. The paint shall be applied in one or more
coats to provide a minimum dry film thickness of 3.5 mils. Chain link fence fabric for filling the gate frame shall meet the requirements of Section 9-16.1(1)B for the fence type being
furnished. Cross trussing shall be 5/16-inch steel adjustable rods galvanized in accordance with Section 9-16.1(1)D. Each gate shall be furnished complete with necessary hinges, latch,
and drop bar locking device designed for the type of gate posts and gate used on the project. Gates shall have positive type latching devices with provisions for padlocking. Hinges,
latches, and locking devices shall be galvanized in accordance with Section 9-16.1(1)D. Gate frames constructed of steel sections, other than pipe, that are fabricated in such a manner
as to form a gate of equal or better rigidity may be used provided they are approved by the Engineer. 9-16.1(1)F Concrete All concrete for chain link fence shall be as specified in
Section 6-02.3(2)B. Page 9-134 2022 Standard Specifications M 41-10 9-16 Fence and Guardrail 9-16.2 Wire Fence and Gates 9-16.2(1) General All materials used in the construction of
the wire fence shall be new. All iron or steel material shall be galvanized. Material upon which serious abrasions of galvanizing occur will not be acceptable. 9-16.2(1)A Steel Post
Material Round Post Material Round post material shall conform to AASHTO M 181, Type I, Grade 1. Angle Post Material (Channel, T, U, Y, or Other Approved Style) All angle post material
shall be galvanized in accordance with the requirements of AASHTO M 111, except the anchor plate on fence post material shall be Grade 55. Angle post used for end, corner, gate, and
pull post and brace shall have a minimum weight of 3.1 lb/ft. Posts shall not be less than 7 feet in length. A tolerance of -5 percent on the weight of individual posts, braces or anchor
plates will be permitted. One type of line post shall be used throughout the project. Line posts shall be studded, slotted, or properly adapted for attaching either wire or mesh in
a manner that will not damage the galvanizing of posts, wire or mesh during the fastening. Line posts shall have a minimum weight of 1.33 lbs/ft and shall be provided with a tapered
galvanized steel anchor plate. The anchor plate shall be securely attached and have a surface area of 20 ±2 in2, and a minimum weight of 0.67 pounds. 9-16.2(1)B Wood Fence Posts and
Braces Douglas fir, Western red cedar, hemlock, or larch shall be used in the construction of wood fence posts and braces. The material shall be of good quality and approved by the
Engineer before use. Peeler cores shall not be used for round posts. Wood fencing materials shall have sufficient sapwood in the outer periphery to obtain the specified penetration
of preservative. Western red cedar will not require preservative treatment. Fencing materials shall be cut to the correct length before pressure treatment. Line posts shall be 3-inch
minimum diameter round posts or nominal 3 by 3-inch square sawed posts. If the posts are to be pointed for driving, they shall be pointed before treatment. Line posts shall be at least
7 feet in length. Pull posts and brace posts shall be 6-inch diameter round posts or nominal 6 by 6-inch material not less than 7 feet in length. End, gate, and corner posts, and posts
at an intersecting fence shall be 6-inch diameter round posts or nominal 6 by 6-inch material not less than 7′ 10″ in length. All sawed posts and timbers shall meet the requirements
in the table under Section 9-09.2. 2022 Standard Specifications M 41-10 Page 9-135 Fence and Guardrail 9-16 The preservatives used to pressure treat wood fencing materials shall meet
the requirements of Section 9-09.3. The retention and penetration of the preservative shall be as follows: Minimum Retention in Pounds Per Cubic Foot Preservative Sawed Posts Round
Posts Creosote 10.00 8.00 Pentachlorophenol 0.50 0.40 ACZA 0.40 0.40 CCA 0.40 0.40 Minimum Penetration for material 5 inches or less – 0.40 inches penetration and 90 percent of sapwood
for material 5 inches or greater – 0.50 inches penetration and 90 percent of sapwood 9-16.2(1)C Brace Wire Brace wire shall be 9 gage wire galvanized to meet the requirements of AASHTO
M 279, Type Z, Class 1. 9-16.2(1)D Staples and Wire Clamps The staples used to attach the wire fencing to wood posts shall be 9 gage wire, 1½ inches long, galvanized to meet the requirements
of AASHTO M 279, Type Z, Class 1. The wire clamps used to attach the wire fencing to steel posts shall be 11 gage wire, galvanized to meet the requirements of AASHTO M 279, Type Z,
Class 1. 9-16.2(1)E Barbed Wire Barbed wire shall conform to the requirements of AASHTO M 280, Type Z and shall consist of two strands of 12½-gage wire, twisted with four point 14-gage
barbs with barbs spaced 5 inches apart (Design 12-4-5-14R). Galvanizing shall be Class 3. 9-16.2(1)F Wire Mesh Wire mesh shall conform to the requirements of AASHTO M 279, Type Z and
shall consist of eight horizontal wires with vertical stays spaced 6 inches apart. The top and bottom wires shall be 10 gage, and the intermediate wires and vertical stays shall be
12½ gage. The mesh shall have a total width of 32 inches (Design 832-6-12½). Galvanizing shall be Class 3. The zinc coated wire as represented by the test specimens shall be capable
of being wrapped in a close helix at a rate not exceeding 15 turns/minute around a cylindrical steel mandrel having a diameter the same as the specimen being tested, without cracking
or flaking the zinc coating to such an extent that any zinc can be removed by rubbing with the bare fingers. Page 9-136 2022 Standard Specifications M 41-10 9-16 Fence and Guardrail
9-16.2(1)G Vertical Cinch Stays Vertical cinch stays shall be 10 gage galvanized wire meeting the requirements of AASHTO M 279, Type Z, Class 1. 9-16.2(1)H Miscellaneous Hardware Bolts,
nuts, hinges, latches and other miscellaneous hardware shall be galvanized in accordance with AASHTO M 232. 9-16.2(1)I Wire Gates Gate frames shall be constructed of galvanized pipe
with a nominal diameter of not less than 1 inch. The pipe shall conform to the requirements of AASHTO M 181 Type I, Grade 1. Wire gates shall be not less than 48 inches in height and
shall be designed to fit openings of the width called for in the Plans or as indicated by the Bid items. Each gate shall be provided with two upright braces of the same material as
the frame, spaced at ⅓ points in the gate. All gates shall be provided with adjustable 5/16-inch diameter galvanized diagonal truss rods from corner to corner. Galvanizing shall be
in accordance with Section 9-16.2(1)H. The gate frame shall be provided with wire mesh conforming to the requirements specified in Section 9-16.2(1)F, except that it shall consist of
10 horizontal wires and have a total width of 47 inches. Each gate shall be furnished complete with necessary galvanized hinges and latch designed for use with the type of gate posts
used on the project. The hinges shall be so designed as to be securely attached to the gate post and to enable the gate to be swing back against the fence. Double gates shall be hinged
in the same manner as single gates and shall be provided with an approved galvanized drop bar locking device. Galvanizing for hinges, latches, and locking devices shall be in accordance
with Section 9-16.2(1)H. 9-16.2(1)J Concrete All concrete for wire fence shall be as specified in Section 6-02.3(2)B. 9-16.3 Beam Guardrail 9-16.3(1) Rail Element The W-beam or thrie
beams rail elements, backup plates, reducer sections, and end sections shall conform to A Guide to Standardized Highway Barrier Hardware published by AASHTO, AGC, and ARTBA. All rail
elements shall be formed from 12-gage steel except for thrie beam reducer sections, reduced length thrie beam rail elements, thrie beams used for bridge rail retrofits, and Design F
end sections, which shall be formed from 10-gage steel. The rail splices shall have a minimum total ultimate strength of 80,000 pounds at each joint. 2022 Standard Specifications M
41-10 Page 9-137 Fence and Guardrail 9-16 The 6-inch channel rails and splice plates shall conform to ASTM A36, except that the channel rails may conform to ASTM A992. All fabrication
shall be complete before galvanizing. The holes in the plate shall be slotted to facilitate erection and to permit expansion and contraction. The edges of the rail shall be rolled or
rounded so they will present no sharp edges. Where the rail is on a curve, the plates at the splice shall make contact throughout the area of splice. When the radius of curvature is
less than 150 feet, the rail shall be shaped in the shop. 9-16.3(2) Posts and Blocks Posts and blocks may be of creosote, pentachlorophenol, waterborne chromate copper arsenate (CCA),
or ammoniacal copper zinc arsenate (ACZA), treated timber, or galvanized steel (galvanized steel posts only – no blocks). Blocks made from alternate materials that meet Manual for Assessing
Safety Hardware (MASH) criteria may be used in accordance with the manufacturer’s recommendations. Wood posts and blocks may be surface four sides (S4S) or rough sawn. Posts and blocks
shall be of the size, length, and type as shown in the Plans and shall meet the requirements of the below Specifications. Timber posts and blocks shall conform to the grade specified
in Section 9-09.2. Timber posts and blocks shall be fabricated as specified in the Plans before being treated. Timber posts and blocks shall be treated by the empty cell process to
provide a minimum retention, depending on the treatment used, according to the following: Treatment AWPA UC4A AWPA UC4B Creosote oil 10.0 lbs. pcf. 10.0 lbs. pcf. Pentachlorophenol
0.40 lbs. pcf. 0.50 lbs. pcf. ACZA 0.40 lbs. pcf. 0.60 lbs. pcf. CCA 0.40 lbs. pcf. 0.60 lbs. pcf. Treatment shall be in accordance with Section 9-09.3. Galvanized steel posts, and
base plates, where used, shall conform to either ASTM A36 or ASTM A992, and shall be galvanized in accordance with AASHTO M 111. Welding shall conform to Section 6-03.3(25). All fabrication
shall be completed prior to galvanizing. 9-16.3(3) Galvanizing W-beam or thrie beam rail elements and terminal sections shall be galvanized in accordance with AASHTO M 180, Class A,
Type II. Channel rails, splice plates, WF steel posts, and base plates shall be galvanized in accordance with ASTM A123. Anchor cables shall be galvanized in accordance with Federal
Specification RR-W-410, Table II, galvanized at finished size. Bolts, nuts, washers, plates, rods, and other hardware shall be galvanized in accordance with ASTM A153. Page 9-138 2022
Standard Specifications M 41-10 9-16 Fence and Guardrail 9-16.3(4) Hardware Unfinished bolts (ordinary machine bolts), nuts, and washers for unfinished bolts, shall conform to Section
9-06.5(1). High-strength bolts, nuts, and washers for high-strength bolts shall conform to Section 9-06.5(3). Unfinished bolts shall be accepted by field verification and documentation
that bolt heads are stamped 307A. The Contractor shall submit a manufacturer’s certificate of compliance per Section 1-06.3 for high-strength bolts, nuts, and washers prior to installing
any of the hardware. 9-16.3(5) Anchors Welding shall conform to Section 6-03.3(25). All welding shall be equal in strength to the parent metal. All fabrication shall be complete and
ready for assembly before galvanizing. No punching, drilling, cutting, or welding will be permitted after galvanizing unless authorized by the Engineer. Foundation tubes shall be fabricated
from steel conforming to the requirements of ASTM A500, Grade B or ASTM A501. The anchor plate assembly shall develop a minimum tensile strength of 40,000 pounds. The anchor plate,
W8 × 18, and metal plates shall be fabricated of steel conforming to the Specifications of ASTM A36, except that the W8 × 18 may conform to ASTM A992. Anchor cable shall be ¾ inch preformed,
6 by 19 wire strand core or independent wire rope core (IWRC), galvanized, right regular lay manufactured of improved plow steel with a minimum breaking strength of 42,800 pounds. Two
certified copies of mill test reports of the cable used shall be furnished to the Engineer. Swaged cable fittings shall develop 100 percent of the specified breaking strength of the
cable. One swaged fitting attached to 3 feet of cable shall be furnished to the Engineer for testing. The swaged fitting and stud assembly shall be of steel conforming to the requirements
of American Iron and Steel Institute C-1035 and shall be annealed and galvanized suitable for cold swaging. All metal components of the anchor and cable assembly and not less than the
top 14 inches of the W8 × 18 for the Type 2 anchor shall be galvanized in accordance with Section 9-16.3(3). Cement concrete shall conform to the requirements of Section 6-02.3(2)B.
Cement grout shall conform to Section 9-20.3(4) and consist of one part portland cement or blended hydraulic cement and two parts sand. 2022 Standard Specifications M 41-10 Page 9-139
Fence and Guardrail 9-16 9-16.3(6) Inspection and Acceptance The Contractor shall give notice to the Engineer before the rail elements are fabricated in order that inspections may be
provided. The Contractor shall arrange for all facilities necessary for the inspection of material and quality of construction at the point of fabrication of the rail element, and inspectors
shall be allowed free access to necessary parts of the premises. The Inspector shall have the authority to reject materials or work which do not fulfill the requirements of these Specifications.
In cases of dispute, the Contractor may appeal to the Engineer, whose decision will be final. The Inspector may accept a mill test report certifying that the steel used in fabricating
the rail element meets the requirements of the Specifications. The Contracting Agency reserves the right, however, to require the Contractor to furnish samples of the steel proposed
for use and to determine to its satisfaction that the steel meets the Specification requirements. Steel rail elements, fittings, end section hardware, and bolts may be accepted by the
Engineer based on the Manufacturer’s Certification of Compliance. 9-16.4 Wire Mesh Slope Protection 9-16.4(1) General All metal material used in the construction of wire mesh slope
protection shall be new and galvanized. Imperfectly galvanized material or material upon which serious abrasion of galvanizing occurs will not be acceptable. 9-16.4(2) Wire Mesh The
galvanized wire mesh shall be a Style 1 double-twisted hexagonal mesh conforming to ASTM A975 with 8 by 10 opening, except when a colorized, polyvinyl chloride coating is required then
the Style shall be a Style 3. The longitudinal edges of the wire mesh fabric shall have knuckled selvedges with continuous selvedge wire as specified in ASTM A975. 9-16.4(3) Wire Rope
Wire rope shall be ¾-inch-diameter, independent wire rope class (IWRC) 6x19, extra improved plow steel (EIP) wire rope galvanized in accordance with ASTM A1023. Each lot of wire rope
shall be accompanied by a Manufacturer’s Certificate of Compliance, a mill certificate, and a test report showing the wire rope meets the minimum breaking force requirements of ASTM
A1023. Page 9-140 2022 Standard Specifications M 41-10 9-16 Fence and Guardrail 9-16.4(4) Hardware Weldless steel rings shall be drop-forged steel and heat treated after forging; have
a single pull, working load limit of at least 10,000 lbs; and meet performance requirements of Federal Specification RR-C-271D Type VI. Thimbles required for all wire rope loops shall
be standard weight, galvanized, and meet performance requirements of Federal Specification FF-T-276b Type II. Wire rope clips shall have drop-forged steel bases, be galvanized, and
meet performance requirements of Federal Specification FF-C-450 Type I Class 1. 9-16.4(5) Fasteners and Lacing Wire Fasteners shall consist of 11 gauge high tensile steel. Lacing wire
shall consist of 9 gauge, zinc-coated steel wire conforming to ASTM A641. 9-16.4(6) Ground Anchors Threaded bar ground anchors shall be deformed, continuously threaded, steel reinforcement
bars conforming to either Section 9-07.2 or Section 9-07.11. Threaded bar ground anchors shall be either epoxy-coated in accordance with Sections 6-02.3(24)H and 9-07.3 or galvanized
after fabrication in accordance with ASTM A767 Class I. Hollow-core anchor bars shall have continuous threads/deformations and be fabricated from steel tubing conforming to ASTM A519.
Couplers and nuts shall provide 100 percent of the guaranteed minimum tensile strength of the hollow core anchor bars. Bearing plates shall conform to ASTM A572 Grade 50 and shall be
galvanized after fabrication in accordance with AASHTO M 111. Nuts shall conform to either AASHTO M 291 Grade B, hexagonal, or Section 9-07.11. Nuts shall be galvanized after fabrication
in accordance with AASHTO M 111 for plate washers and AASHTO M 232 for all other hardware. Grout for ground anchors shall be Grout Type 2 for Nonshrink Applications, conforming to Section
9-20.3(2). Concrete for gravity anchors shall be either commercial concrete conforming to 8 Section 6-02.3(2)B or Class 3000 conforming to Section 6-02. Steel reinforcing bars for gravity
anchors shall conform to Section 9-07.2, and shall be epoxy-coated in accordance with Sections 6-02.3(24)H and 9-07.3. 9-16.5 Vacant 2022 Standard Specifications M 41-10 Page 9-141
Fence and Guardrail 9-16 9-16.6 Glare Screen 9-16.6(1) General All material used in the construction of the fence shall be new. Iron or steel material shall be galvanized or aluminum
coated as specified. Imperfectly galvanized or aluminum coated material, or material upon which serious abrasions of galvanizing or aluminum coating occur, will not be acceptable. 9-16.6(2)
Glare Screen Fabric Glare screen fabric shall consist of diamond woven wire mesh. The fabric wire may be 0.148-inch diameter aluminum alloy complying with the Aluminum Association requirements
for alloy 6061T94, or it may be 0.148-inch diameter (9-gage) iron or steel wire which shall meet all of the requirements of ASTM A392 galvanized or ASTM A491 for aluminum coated, except
that galvanizing of Type 2 glare screen fabric shall be not less than 0.8 ounce per square foot and shall be done before weaving. Aluminum coating shall be Class II. Type 1 glare screen
mesh size shall be approximately a 1 inch diamond. Type 2 glare screen mesh size shall be a maximum of 3½ inch vertical and 5½ inch horizontal. The design shall permit the slats to
be installed in a vertical position as shown in the Plans without distortion of the slats. 9-16.6(3) Posts Line posts for Types 1 and 2 glare screens shall be 2 inch inside diameter
galvanized steel pipe with a nominal weight of 3.65 pounds per linear foot. End, corner, brace, and pull posts for Type 1 Design A and B and Type 2 shall be 2½ inch inside diameter
galvanized steel pipe with a nominal weight of 5.79 pounds per linear foot. Intermediate pull posts (braced line posts) shall be as specified for line posts. The base material for the
manufacture of steel pipes used for posts shall conform to the requirements of ASTM A53, except the weight tolerance on tubular posts shall be applied as provided below. Posts provided
for glare screen will have an acceptance tolerance on the weight per linear foot, as specified, equal to plus or minus 5 percent. This tolerance will apply to each individual post.
All posts shall be galvanized in accordance with AASHTO M 181, Section 32. The minimum average zinc coating is per square foot of surface area. This area is defined as the total area
inside and outside. A sample for computing the average of mass of coating is defined as a 12-inch piece cut from each end of the galvanized member. Page 9-142 2022 Standard Specifications
M 41-10 9-16 Fence and Guardrail 9-16.6(4) Tension Wire Top and bottom tension wire shall be 7 gage coil spring steel wire of good commercial quality and shall have a zinc coating
averaging 0.8 ounces per square foot of surface area. 9-16.6(5) Vacant 9-16.6(6) Tension Wire Attachments All tension wire attachments shall be galvanized steel conforming to the requirements
of AASHTO M 232 unless otherwise specified. Eye bolts shall have either a shoulder or a back-up nut on the eye end and be provided with an eye nut where needed or standard hex nut and
lock washer ⅜-inch diameter for tension wire and of sufficient length to fasten to the type of posts used. Turnbuckles shall be of the shackle end type, ½-inch diameter, with standard
take-up of 6 inches and provided with ⅜-inch diameter pins. 9-16.6(7) Slats 9-16.6(7)A Wood Slats Wood slats shall be ⅜ by 2⅜ inch by the height designation of the fence. Material shall
be finished and treated cedar or redwood and shall be free from loose knots, cracks, and other imperfections. A dimensional tolerance of plus or minus 1/16 inch in width or thickness
is allowed provided that the maximum space between slats does not exceed ¾ inch. 9-16.6(7)B Plastic Slats Plastic slats shall be ⅜ by 2⅜ inch by the height designation of the fence.
They shall be manufactured from tubular polyethylene color pigmented material consisting of high-density virgin polyethylene and color pigments, designed to retard ultraviolet penetration.
The material shall have a minimum wall thickness of 0.0030 inch plus or minus 0.0003 inch and shall remain flexible without distortion and without becoming brittle through a temperature
range of -70ºF to + 250ºF. Tensile strength shall be at least 3,600 psi and the melt index shall not exceed 0.25. Plastic slats shall be retained in place by means of U-shaped retainer
members at the bottom and top of the fence. Retainer members shall be of the same material as the slats. The color for plastic slats will be approved by the Engineer from samples submitted
by the Contractor or supplier. 9-16.6(8) Fittings Fittings shall be malleable cast iron or pressed steel and galvanized in accordance with the requirements of AASHTO M 232. Fittings
for any particular fence shall be those furnished by the manufacturer of the fence. 2022 Standard Specifications M 41-10 Page 9-143 Fence and Guardrail 9-16 9-16.6(9) Fabric Bands and
Stretcher Bars Fabric bands shall be ⅛ inch by 1-inch nominal. Stretcher bars shall be 3/16 inch by ¾ inch nominal or 5/16 inch diameter round bar nominal 5/16 inch diameter round stretcher
bar shall be used with Type 1. Nominal shall be construed to be the area of the cross section of the shape obtained by multiplying the specified width by thickness. A variation of minus
5-percent from this theoretical area shall be construed as “nominal” size. All shall be galvanized to meet the requirements of ASTM F626. 9-16.6(10) Tie Wire and Hog Rings Tie wire
shall be 9-gage aluminum wire complying with the ASTM B211 for alloy 1100 H14 or 9-gage galvanized wire meeting the requirements of AASHTO M 279. Galvanizing shall be Class 1. Hog rings
shall be 12-gage galvanized steel wire. Page 9-144 2022 Standard Specifications M 41-10 9-17 Flexible Guide Posts 9-17 Flexible Guide Posts 9-17.1 General Flexible guide posts shall
be made of a flexible, nonwarping, nonmetallic, durable plastic material; shall be resistant to damage due to impact, ultraviolet light, ozone, hydrocarbons, and other effects of atmospheric
weathering; shall resist stiffening with age; and shall be free of burns, discoloration, contamination and other objectionable marks or defects that affect appearance or serviceability.
The portion of ground mounted guide post installed below ground may be the same material as the portion above ground or other durable material suitable for firmly anchoring the post
in the ground. When iron or steel are used for the in ground portion, galvanize in accordance with AASHTO M111. The top of tubular posts shall be closed to prevent moisture or debris
from entering. Surface mounted guide posts shall be mounted on a base made of a rigid high impact resistant material and be resistant to ultraviolet light, ozone, and hydrocarbons.
The post shall mount directly into or onto the base in a tamper proof manner and shall allow for easy replacement. Guardrail mounted guide posts shall be the same as ground mounted
guide posts except the length shall be adjusted to meet the mounting height requirements in the Standard Plans. Appropriate holes shall be provided for fastening the guide post to the
guard rail post. The material composition of flexible guide posts subsequently furnished shall not vary from that of the samples upon which the State Materials Laboratory pre-approval
is based. If analysis by the Materials Laboratory determines there is a change in material composition, such change shall constitute grounds for rejection and/or removal from the Qualified
Products List. The post system shall be designed for permanent installation to resist overturning, twisting, and displacement from wind and impact forces. Each flexible guide post shall
be permanently identified with the manufacturer’s name, and the month and year of fabrication. Ground mounted guide posts shall have a permanent a mark indicating the recommended burial
depth. The letters shall be solvent resistant, a minimum of ¼ inch in height, and permanently affixed to the post. Unless otherwise specified, the color of the guide post shall be white
or brown as indicated in the Plans. The reflective panel on a flat or elliptical guide post shall have a minimum width of 3 inches facing traffic. The reflective sheeting shall have
a minimum area of 24 square inches (3 by 8 inches). The reflective panel on a round guide post shall have an 8-inch minimum band of reflective sheeting visible for 360 degrees. 9-17.1(1)
Dimensions 1. Flat Type – The post has a minimum width of 3 inches of continuous flat surface with no curvature for the entire length of the post. This will allow for ridges on the
outer edges and back of post intended for structural support. 2022 Standard Specifications M 41-10 Page 9-145 Flexible Guide Posts 9-17 2. Tubular Type – The post is tubular or round/circular
in shape. This allows for a tubular post with a minimum diameter of 3 inches or a tubular post with a minimum diameter of 2 inches with a flat or flattened oval surface at least 3 inches
wide and 12 inches long measured from the top for mounting reflective sheeting. 3. Non-flat and Non-Tubular Type – This includes all post that do not fit into the two types indicated
above. This would include convex, w-shape, oval, and other post designs. The post shall be wide enough to accept a 3-inch wide reflective sheeting. Any curvature or rounding shall not
significantly reduce the brightness value of the reflective sheeting. 4. Surface Mount Guide Post Base – The base for surface mount guide posts shall be approximately 8 inches in diameter
with a maximum height of 2 inches. 5. Guide posts shall be of such length to provide the required mounting height above the pavement surface in accordance with the Standard Plans. 9-17.1(2)
Reflective Sheeting Reflective sheeting for guide posts shall be Type III, IV, V, or VII conforming to Section 9-28.12. The reflective panel on a flat or elliptical guidepost shall
have a minimum width of 3 inches facing traffic. The reflective sheeting shall have a minimum area of 24 square inches (3 by 8 inches). The reflective panel on a round guidepost shall
have an 8-inch minimum band of reflective sheeting visible for 360 degrees. Mount the reflective sheeting on the guide post as detailed in the Standard Plans. Sheeting shall remain
in place during the life of the post. 9-17.2 Ultraviolet Resistance Test Procedure (Laboratory Test) Two posts will be tested initially for tensile strength and elongation according
to ASTM D638 and again after 1,000 hours QUV weatherometer exposure (ASTM G53). Six bow tie specimens shall be prepared from the delineator post samples submitted for the purpose of
ultraviolet (UV) exposure. The specimens shall be cycled at 1,000 hours in a weatherometer in accordance with ASTM G53 (3 hr. 60C UV, 3 hr. 50C CON). Three of each type shall be used
for control purposes. The remaining three shall be subjected to 1,000 hours of UV exposure in the QUV weatherometer. Specimen dimensions conform to those outlined below. The laboratory
test data shall summarize the tensile strength of each, and the average tensile strength for both control and weathered samples. The data shall also summarize the elongation of each,
and the average elongation for both control and weathered samples. The average values shall be used to show the percent change in tensile and elongation. 9-17.2(1) Acceptance The specimens
shall show no signs of delamination, distress, or discoloration. Physical properties of tensile strength and rigidity shall be maintained within 80 percent of the unconditioned values.
Page 9-146 2022 Standard Specifications M 41-10 9-17 Flexible Guide Posts 9-17.3 Field Impact Test Procedure Sample size of eight units will be tested the following way: Flexible Ground
Mounted Posts Eight flexible ground mounted posts installed by the manufacturer (four installed manually and four installed mechanically). The delineators will be hit ten times (four
posts for glancing bumper hits and four posts for wheel hits). A standard sedan with a bumper height of approximately 18 inches while traveling at a speed of 55 ± 2 mph will be used
for impact testing. Five of the impacts will be at an ambient temperature of 32 ± 5°F and the remaining five impacts at an ambient temperature of 85 ± 5°F. The test vehicle shall impact
four of the posts at an angle perpendicular to the front of the post and shall impact the remaining posts at an angle of 25 degrees clockwise from the angle perpendicular to the front
of the posts. The same test samples will be used for the ten hits. Two flexible posts will be used for weatherometer testing. A glancing hit is defined as one on the bumper near the
vehicle headlight. The delineators shall be installed a minimum of eight hours prior to being hit. Flexible Surface Mounted Posts Eight flexible surface mounted posts installed by the
manufacturer will be hit ten times (four posts for glancing bumper hits and four posts for wheel hits). A standard sedan with a bumper height of approximately 18 inches while traveling
at a speed of 55 ± 2 mph will be used for impact testing. Five of the impacts will be at an ambient temperature of 32 ± 5°F and the remaining five impacts at an ambient temperature
of 85 ± 5°F. The test vehicle shall impact four of the posts at an angle perpendicular to the front of the post and shall impact the remaining posts at an angle of 25 degrees clockwise
from the angle perpendicular to the front of the posts. The same test samples will be used for the ten hits. Two flexible posts will be used for weatherometer testing. A glancing hit
is defined as one on the bumper near the vehicle headlight. The delineators shall be installed a minimum of eight hours prior to being hit. 9-17.3(1) Test Observations Inspect each
post after each impact and document the following: 1. Any splits, cracks, breaks, or other forms of deformation or distress; 2. The percent list to vertical 2 minutes after each impact;
3. The approximate percentage of the reflective area that is damaged after each impact to an extent it no longer performs as intended; 4. Any problems or comments associated with the
installation and removal of the posts and bases. The testing agent will document any special equipment or techniques required for installing or removing the posts and bases. 5. Any
problems or comments associated with the performance of each ground mounted flexible delineator post that would be of interest to the states; 6. Type of soil and impact surface. 2022
Standard Specifications M 41-10 Page 9-147 Flexible Guide Posts 9-17 9-17.3(2) Acceptance A failure is defined as any of the following: 1. A minimum of 50 percent of the reflective
sheeting shall be retained undamaged. An area of damage greater than 50 percent is considered a failure. 2. If the guide post leans more than 10 degrees from vertical it is considered
a failure. 3. Any cracking, other than surface cracking evident on only one face of the post, is considered a failure. 4. Pullout in excess of 3 inches is considered a failure. At least
six of the guide posts must pass each criteria in the 55 ± 2 mph series of impacts to be acceptable. 9-17.4 Pre-approval In order for a particular model of flexible guide post to become
preapproved, the following conditions must be met: 1. The manufacturer must submit a written request for pre-approval along with samples for each model to be tested to: State Materials
Engineer, Department of Transportation Materials Laboratory, PO Box 47365, Olympia, WA 98504-7365. Requests shall identify the model for which approval is being requested. Samples shall
be complete with reflective panel attached, and shall be accompanied by the manufacturer’s written installation procedures. 2. The guide posts will be field impact tested by the State
Materials Laboratory to verify compliance with these Specifications. 3. In lieu of State Materials Laboratory testing, the Lab will accept the results of preapproved testing performed
by the National Transportation Product Evaluation Program (NTPEP), the manufacturer, or other agencies under the following conditions: a. The State Materials Laboratory is informed
of the preapproval testing sufficiently in advance in order to attend and observe. Attendance will be at the discretion of the Materials Laboratory. b. The results of the testing shall
be reported in sufficient detail to enable the State Materials Laboratory to evaluate compliance with these Specifications. 4. The manufacturer must submit a certified test report,
including test data developed by an approved testing laboratory, which demonstrates that the guide post complies with the requirements of these Specifications. Certified test data supplied
by the manufacturer shall be subject to verification by appropriate tests conducted by the State Materials Laboratory. Frequency of field testing, evaluation, and pre-approval updating
shall be at the sole discretion of the State Materials Laboratory. Page 9-148 2022 Standard Specifications M 41-10 9-18 Vacant 9-18 Vacant 2022 Standard Specifications M 41-10 Page
9-149 Vacant 9-19 9-19 Vacant Page 9-150 2022 Standard Specifications M 41-10 9-20 Concrete Patching Material, Grout, and Mortar 9-20 Concrete Patching Material, Grout, and Mortar 9-20.1
Patching Material for Cement Concrete Pavement Concrete patching material will be prepackaged mortar extended with aggregate. The amount of aggregate for extension shall conform to
the manufacturer’s recommendation. Patching mortar and patching mortar extended with aggregate shall contain cementitious material and conform to Sections 9-20.1(1) and 9-20.1(2). The
Manufacturer shall use the services of a laboratory that has an equipment calibration verification system and a technician training and evaluation process in accordance with AASHTO
R 18 to perform all tests specified in Section 9-20.1. 9-20.1(1) Patching Mortar Patching mortar shall conform to the following requirements: Compressive Strength ASTM Test Method Specification
at 3 hours C 39 Minimum 3,000 psi at 24 hours C 39 Minimum 5,000 psi Length Change at 28 days C 157 0.15 percent maximum Total Chloride Ion Content C 1218 1 lb/yd3 maximum Bond Strength
at 24 hours C 882 (As modified by C 928, Section 9.5) Minimum 1,000 psi Scaling Resistance (at 25 cycles of freezing and thawing) C 672 (As modified by C 928, Section 9.4) 1 lb/ft2
maximum 9-20.1(2) Patching Mortar Extended With Aggregate Patching mortar extended with aggregate shall meet the following requirements: Compressive Strength ASTM Test Method Specification
at 3 hours C 39 Minimum 3,000 psi at 24 hours C 39 Minimum 5,000 psi Length Change at 28 days C 157 0.15 percent maximum Bond Strength at 24 hours C 882 (As modified by ASTM C928, Section
9.5) Minimum 1,000 psi Scaling Resistance (at 25 cycles of freezing and thawing) C 672 2 Maximum Visual Rating Freeze thaw C 666 Maximum expansion 0.10% Minimum durability 90.0% 2022
Standard Specifications M 41-10 Page 9-151 Concrete Patching Material, Grout, and Mortar 9-20 9-20.1(3) Aggregate Aggregate used to extend the patching mortar shall meet the requirements
of Section 9-03.1(4) and be AASHTO Grading No. 8. A Manufacturer’s Certificate of Compliance shall be required showing the aggregate source and the gradation. Mitigation for Alkali
Silica Reaction (ASR) will not be required for the extender aggregate used for concrete patching material. 9-20.1(4) Water Water shall meet the requirements of Section 9-25.1. The quantity
of water shall be within the limits recommended by the manufacturer. 9-20.2 Patching Material for Concrete Structure Repair Concrete patching material shall be a prepackaged mixture
of portland or blended hydraulic cement, aggregate, and admixtures. Fly ash, ground granulated blast furnace slag and microsilica fume may be used. The concrete patching material may
be shrinkage compensated. The concrete patching material shall also meet the following requirements: • Compressive strength of 6000 psi or higher at 28 days in accordance with AASHTO
T 22 (ASTM C 39), unless noted otherwise • Bond strength of 250 psi or higher at 28 days or less in accordance with ASTM C 1583 or ICRI 210.3R • Shrinkage shall be 0.05 percent (500
microstrain) or lower at 28 days in accordance with AASHTO T 160 (ASTM C 157) as modified by ICRI 320.3R • Permeability shall be 2,000 coulombs or lower at 28 days in accordance with
AASHTO T 277 (ASTM C 1202) • Freeze-thaw resistance shall have a durability factor of 90 percent or higher after a minimum of 300 cycles in accordance with AASHTO T 161 Procedure A
(ASTM C 666) • Soluble chloride ion limits in Section 6-02.3(2) shall be satisfied 9-20.3 Grout Grout is a mixture of Portland or blended hydraulic cement and water with or without
aggregates and with or without admixtures. Grout may also contain fly ash and/ or concrete admixtures. Grout may be a Contractor’s submitted mix design or a Manufacturer’s prepackaged
grout product. All prepackaged grouts shall be used in accordance with the manufacturer’s recommendations, including but not limited to, shelf life, mixing, surface preparation, and
curing. Where required, all 2-inch cube specimens fabricated in the field shall be made in accordance with WSDOT T 813. All 2-inch cube specimens fabricated in a laboratory shall be
made in accordance with FOP for AASHTO T 106. All 2-inch cube specimens shall be tested in accordance with FOP for AASHTO T 106. When coarse aggregate is used, specimens shall be fabricated
in accordance with FOP for AASHTO R 100 and tested in accordance with AASHTO T 22. Page 9-152 2022 Standard Specifications M 41-10 9-20 Concrete Patching Material, Grout, and Mortar
9-20.3(1) Grout Type 1 for Post-Tensioning Applications Grout Type 1 shall be a Class C prepackaged material conforming to the requirements of the latest edition of PTI M55.1 Specification
for Grouting of Post-Tensioned Structures. 9-20.3(2) Grout Type 2 for Nonshrink Applications Grout Type 2 shall be a nonshrink, prepackaged material meeting the requirements of ASTM
C1107. The minimum compressive strength shall be 4,000 psi at 7 days. 9-20.3(3) Grout Type 3 for Unconfined Applications Grout Type 3 shall be a prepackaged material that does not include
expansive admixtures meeting the following requirements: • Compressive strength shall be 4000 psi or higher at 28 days in accordance with AASHTO T 22 (ASTM C 39) for grout extended
with coarse aggregate or AASHTO T 106 (ASTM C109) otherwise. • Bond strength shall meet one of the following: ҽ 250 psi or higher at 28 days or less in accordance with ASTM C1583. ҽ
2000 psi or higher at 28 days or less in accordance with ASTM C882. The following modification to ASTM C882 is acceptable: use Type 3 Grout in lieu of epoxy resin base bonding system
and freshly mixed portland-cement mortar in the procedure for testing Type II and V systems. • Drying shrinkage shall be 0.08 percent (800 microstrain) or lower at 28 days in accordance
with AASHTO T 160 (ASTM C157). The following modification to AASHTO T 160 is acceptable: use a standard specimen size of 3 x 3 x 11-1/4 inches. 9-20.3(4) Grout Type 4 for Multipurpose
Applications Grout Type 4 shall be a multipurpose grout material for structural and nonstructural applications. The grout shall be produced using portland cement Type I/II. The water
to cementitious material ratio shall not exceed 0.45 and water-reducing admixtures may be used. Multipurpose grout may be extended up to three parts fine aggregate to one part cement.
The minimum compressive strength shall be 4,000 psi at 7 days. Substitution of fly ash for cement is allowed up to 20 percent. 2022 Standard Specifications M 41-10 Page 9-153 Concrete
Patching Material, Grout, and Mortar 9-20 9-20.4 Mortar Mortar shall be material made from Portland or blended hydraulic cement, water, and fine aggregate. 9-20.4(1) Fine Aggregate
for Mortar Fine Aggregate for mortar shall conform to the requirements of Section 9-03.2. 9-20.4(2) Mortar Type 1 for Concrete Surface Finish Mortar Type 1 for concrete surface finishing
shall be either prepackaged or a Contractorrecommended blend of portland cement Type I/II and fine aggregate conforming to Section 9-20.4(1). If the Class 1 concrete surface finishing
mortar is a Contractorrecommended blend, it shall conform to the sand-to-cement ratios specified in Section 6-02.3(14)A. 9-20.4(3) Mortar Type 2 for Masonry Applications Mortar Type
2 for masonry shall be either prepackaged or a Contractor-recommended blend of portland cement Type I/II and fine aggregate conforming to Section 9-20.4(1). 9-20.4(4) Mortar Type 3
for Concrete Repair Mortar Type 3 shall be a prepackaged material that does not include expansive admixtures. Aggregate extension and mixing procedures shall be in accordance with the
manufacturer’s recommendation. The minimum compressive strength shall be 4,000 psi at 7 days. 9-20.5 Bridge Deck Repair Material Bridge deck repair material shall be either an ultra-low
viscosity, two-part liquid, polyurethane-hybrid polymer concrete, or a pre-packaged cement based repair mortar, conforming to the following requirements: 1. Minimum compressive strength
of 2,500 psi, in accordance with ASTM C 109. 2. Total soluble chloride ion content by mass of product shall conform to the limits specified in Section 6-02.3(2) for reinforced concrete.
3. Permeability of less than 2,000 coulombs at 28-days or more in accordance with AASHTO T 277. If pre-packaged deck repair material does not include coarse aggregate, the Contractor
shall extend the mix with coarse aggregate as recommended by the manufacturer. Page 9-154 2022 Standard Specifications M 41-10 9-21 Raised Pavement Markers (RPM) 9-21 Raised Pavement
Markers (RPM) 9-21.1 Raised Pavement Markers Type 1 9-21.1(1) Physical and Chemical Properties The markers shall be of uniform composition and free from surface irregularities, cracks,
checks, chipping, peeling, spalling, crazing, and other physical damage interfering with appearance, application, or durability. The markers shall be precast in the form of a single
based spheroidal segment terminating in a rounded or squared shoulder. Markers shall be white or yellow. The markers shall meet the following requirements: Property Unit Thermoplastic
Markers Plastic Markers Mass grams N/A 125 min. Height inches 0.65-0.78 0.65-0.78 Diameter/Width inches 3.85-4.05 3.85-4.05 Shoulder height inches 0.08-0.22 0.08-0.22 Planeness of base:
Concavity inches 0.05 max. 0.05 max. Convexity inches 0.05 max. 0.05 max. Reflectance (white only) %MgO 80 min. 80 min. Impact resistance inch-pound 15 min. 15 min. Titanium Dioxide
(white only) % by weight N/A 21 min. The markers passing laboratory tests will be field tested for approval. The field tests will include installation with control markers to determine
relative adhesion and durability characteristics. 9-21.2 Raised Pavement Markers Type 2 9-21.2(1) Standard Raised Pavement Markers Type 2 The marker housing shall contain reflective
faces as shown in the Plans to reflect incident light from either a single or opposite directions and meet the requirements of ASTM D 4280 including Flexural strength requirements.
9-21.2(2) Abrasion Resistant Raised Pavement Markers Type 2 Abrasion Resistant Raised Markers Type 2 shall comply with Section 9-21.2(1) and meet the requirements of ASTM D 4280 with
the following additional requirement: The coefficient of luminous intensity of the markers shall be measured after subjecting the entire lens surface to the test described in ASTM D
4280 Section 9.5 using a sand drop apparatus. After the exposure described above, retroreflected values shall not be less than 0.5 times a nominal unblemished sample. 2022 Standard
Specifications M 41-10 Page 9-155 Raised Pavement Markers (RPM) 9-21 9-21.3 Raised Pavement Markers Type 3 Raised pavement markers Type 3 shall be extruded from high impact thermoplastic
material which has been ultra-violet radiation stabilized and shall meet the following requirements: Impact resistance 15 inch-lbs, min. Reflectance (White Only) 80 percent min. Concavity
& Convexity Transverse ¹/16 inch, max. Longitudinal ⅛ inch, max Base Width 4″ Length 6″, 8″, 10″ or 12″ Height 0.60-0.75″ Shoulder height 0.08-0.20 The ends shall be beveled
from the top of the shoulder edge at a slope of 1:1 nominal. Page 9-156 2022 Standard Specifications M 41-10 9-22 Monument Cases 9-22 Monument Cases 9-22.1 Monument Cases, Covers, and
Risers Castings for monument cases, covers, and risers shall be gray iron castings conforming to the requirements of AASHTO M306, Class 35B. The cover and seat shall be machined so
as to have perfect contact around the entire circumference and full width of bearing surface. Dipping, painting, welding, plugging, or repairing defects will not be permitted. 2022
Standard Specifications M 41-10 Page 9-157 Concrete Curing Materials, Bonding Agents, and Admixtures 9-23 9-23 Concrete Curing Materials, Bonding Agents, and Admixtures 9-23.1 Sheet
Materials for Curing Concrete Sheet materials for curing concrete shall meet the requirements of ASTM C171, Sheet Materials for Curing Concrete, except that only white reflective type
shall be used. 9-23.2 Liquid Membrane-Forming Concrete Curing Compounds Liquid membrane-forming compounds for curing concrete shall conform to the requirements of ASTM C309 Type 1 or
2, Class A or B, except that the water retention when tested in accordance with WSDOT T 814 shall be 2.50 grams for all applications. Each lot of liquid membrane-forming curing compound
shall be sampled at the project site and tested for acceptance. Liquid membrane-forming curing compound shall not be used in the absence of satisfactory test results. 9-23.3 Water Repellent
Compound The water repellent compound shall be a clear, penetrating type, silicone resin base compound containing no filler or other material which will leave a film on the surface
of the masonry after it is applied. It shall be of such consistency that it can be applied readily by brush or spray to the masonry at atmospheric temperature down to -20ºF. The average
absorption of three test specimens treated with the water repellent compound, when tested in accordance with ASTM D6532, shall not exceed 2 percent after being partially immersed in
water for 72 hours immediately after curing. Water Repellent Compounds shall be a product listed in the WSDOT Qualified Products List (QPL). Acceptance of each lot of the Water Repellent
Compound for use on the project shall be based on a Manufacturer’s Certificate of Compliance. 9-23.4 Sodium Metasilicate Sodium metasilicate shall comply with ASTM D537. 9-23.5 Burlap
Cloth Burlap cloth shall meet the requirements of AASHTO M182, Class 4. 9-23.6 Chemical Admixtures for Concrete Acceptance of chemical admixtures will be based on Manufacturer’s Certificate
of Compliance. If required by the Engineer, admixtures shall be sampled and tested before they are used. A 1-pint (500-milliliter) sample of the admixture shall be submitted to the
WSDOT Headquarters Materials Laboratory for testing 10 days prior to use. Chemical Admixtures shall contain less than 1 percent chloride ion (Cl-) by weight of admixture. Page 9-158
2022 Standard Specifications M 41-10 9-23 Concrete Curing Materials, Bonding Agents, and Admixtures 9-23.6(1) Air-Entraining Admixtures Air-Entraining admixtures shall meet the requirements
of AASHTO M154 or ASTM C260. 9-23.6(2) Type A Water-Reducing Admixtures Type A Water-Reducing admixtures shall conform to the requirements of AASHTO M194 Type A or ASTM C494 Type A.
9-23.6(3) Type B Retarding Admixtures Type B Retarding admixtures shall conform to the requirements of AASHTO M194 Type B or ASTM C494 Type B. 9-23.6(4) Type C Accelerating Admixtures
Type C Accelerating admixtures shall conform to the requirements of AASHTO M194 Type C or ASTM C494 Type C, and only nonchloride accelerating admixtures shall be used. 9-23.6(5) Type
D Water-Reducing and Retarding Admixtures Type D Water-Reducing and Retarding admixtures shall conform to the requirements of AASHTO M194 Type D or ASTM C494 Type D. 9-23.6(6) Type
E Water-Reducing and Accelerating Admixtures Type E Water-Reducing and Accelerating admixtures shall conform to the requirements of AASHTO M194 Type E or ASTM C494 Type E, and only
nonchloride accelerating admixtures shall be used. 9-23.6(7) Type F Water-Reducing, High Range Admixtures Type F Water-Reducing, High Range admixtures shall conform to the requirements
of AASHTO M194 Type F or ASTM C494 Type F. 9-23.6(8) Type G Water-Reducing, High Range, and Retarding Admixtures Type G Water-Reducing, High Range, and Retarding admixtures shall conform
to the requirements of AASHTO M194 Type G or ASTM C494 Type G. 9-23.6(9) Type S Specific Performance Admixtures Type S Specific Performance admixtures are limited to ASR-mitigating,
viscosity modifying, shrinkage reducing, rheology-controlling, and workability-retaining admixtures. They shall conform to the requirements of ASTM C494 Type S. When a Type S admixture
is used, a report on the performance characteristics of the Type S admixture shall be submitted along with the WSDOT concrete mix design (WSDOT Form 350-040). The report shall describe
the performance characteristics and provide data substantiating the specific characteristics of the Type S admixture in accordance with ASTM C494. 2022 Standard Specifications M 41-10
Page 9-159 Concrete Curing Materials, Bonding Agents, and Admixtures 9-23 9-23.7 Vacant 9-23.8 Waterproofing Concrete made with waterproofing admixtures shall have a percent absorption
after immersion and boiling of less than 5.0 percent at 7 days and a volume of permeable voids less than 11 percent at 7 days per ASTM C642. The Contractor shall submit evidence in
the form of test results showing compliance with these specifications, when they submit their concrete mix design. If the concrete requires air entrainment, the Contractor shall also
submit evidence to the Engineer that the admixture will not adversely effect the air void system of the hardened concrete. Test results complying with ASTM C457 shall be provided as
evidence to satisfy this requirement. 9-23.9 Fly Ash Fly ash shall conform to the requirements of AASHTO M295 Class C or F including supplementary optional chemical requirements as
set forth in Table 2. Fly ash that exceeds the available alkali limits set in AASHTO M295 Table 2 may be used if they meet the tests requirements of Section 9-03.1(1). The supplementary
optional chemical limits in AASHTO M295 Table 2 do not apply to fly ash used in Controlled Density Fill. 9-23.9(1) Tests and Acceptance Fly ash may be accepted by the Engineer based
on the Manufacturer’s Mill Test Report Number indicating full conformance to the Specifications. All shipments of the fly ash to the Contractor or concrete supplier shall identify the
applicable Mill Test Report Number. The concrete supplier or Contractor shall provide mill test identification on all concrete deliveries. Fly ash producers, importers/distributors,
and suppliers that certify fly ash shall participate in the fly ash acceptance program as described in WSDOT QC 4. Each mixing facility or plant utilizing fly ash shall be equipped
with a suitable means or device for obtaining a representative sample of the fly ash. The device shall enable the sample to be readily taken in proximity to the fly ash weigh hopper
and from a container or conveyor holding only fly ash. Fly ash may be tested using samples taken at the job site by the Engineer for submission to the State Materials Laboratory for
testing. Page 9-160 2022 Standard Specifications M 41-10 9-23 Concrete Curing Materials, Bonding Agents, and Admixtures 9-23.10 Ground Granulated Blast Furnace Slag Ground granulated
blast furnace slag shall meet the requirements of AASHTO M 302, Grade 100 or Grade 120. The grade of the ground granulated blast furnace slag, the source, and type of manufacturing
facility shall be certified on the cement mill test certificate. 9-23.10(1) Tests and Acceptance Ground granulated blast furnace slag may be accepted by the Engineer based on the Manufacturer’s
Mill Test Report Number indicating full conformance to the Specifications. All shipments of the ground granulated blast furnace slag to the Contractor or concrete supplier shall identify
the applicable Mill Test Report Number. The concrete supplier or Contractor shall provide mill test identification on all concrete deliveries. Ground granulated blast furnace slag producers,
importers/distributors, and suppliers that certify ground granulated blast furnace slag shall participate in the ground granulated blast furnace slag acceptance program as described
in WSDOT QC 5. Each mixing facility or plant utilizing ground granulated blast furnace slag shall be equipped with a suitable means or device for obtaining a representative sample of
the ground granulated blast furnace slag. The device shall enable the sample to be readily taken in proximity to the ground granulated blast furnace slag weigh hopper and from a container
or conveyor holding only ground granulated blast furnace slag. Ground granulated blast furnace slag may be tested using samples taken at the job site by the Engineer for submission
to the State Materials Laboratory for testing. 9-23.11 Microsilica Fume Microsilica Fume shall conform to the requirements of AASHTO M307. The optional physical requirement for Reactivity
with Cement Alkalies set forth in Table 3 will be required when Microsilica Fume is being used as an ASR mitigation measure. 9-23.12 Natural Pozzolan Natural Pozzolans shall be ground
Pumice and shall conform to the requirements of AASHTO M295 Class N, including supplementary optional chemical requirements as set forth in Table 2. 9-23.13 Blended Supplementary Cementitious
Material Blended Supplementary Cementitious Material (SCM) shall meet the requirements of ASTM C1697. Blended SCMs shall be limited to binary or ternary blends of fly ash, ground granulated
blast furnace slag, and microsilica fume. Fly ash shall meet the requirements of Section 9-23.9. Ground granulated blast furnace slag shall meet the requirements of Section 9-23.10.
Microsilica fume shall meet the requirements of Section 9-23.11. The individual SCMs composing the blended SCM shall be individually listed on the WSDOT Qualified Products List. 2022
Standard Specifications M 41-10 Page 9-161 Plastic Waterstop 9-24 9-24 Plastic Waterstop 9-24.1 Material The waterstops shall be fabricated from a plastic compound, the basic resin
of which shall be polyvinyl chloride. The compound shall contain any additional resins, plasticizers, inhibitors, or other material such that when the material is compounded, it shall
meet the performance requirements given in these Specifications. Single-pass reworked material of the same composition generated from the fabricator’s waterstop production may be used.
No reclaimed polyvinyl chloride shall be used. All waterstops shall be molded or extruded in such a manner that any cross section will be dense, homogeneous, and free from porosity
and other imperfections. The waterstops shall be symmetrical in shape, nominal 4 inches in width, by ³⁄16 inch thick, and a minimum of four ribs on each side of the bulb. The bulb thickness and diam
eter shall be as noted in the Plans. 9-24.1(1) Tests of Material The waterstops shall meet all of the physical and other test requirements of this material as defined in the Corps of
Engineers Specifications for Polyvinyl Chloride Water Stop CRD-C572, except that the tear resistance of the material shall be not less than 160 pounds per inch. The Contractor shall
furnish such sample material as required by the Engineer for the purpose of making tests. Page 9-162 2022 Standard Specifications M 41-10 9-25 Water 9-25 Water 9-25.1 Water for Concrete
Water for concrete, grout, and mortar shall be clear, apparently clean, and suitable for human consumption (potable). If the water contains substances that cause discoloration, unusual
smell or taste, or other suspicious content, the Engineer may require the Contractor to provide test results documenting that the water meets the physical test requirements and chemical
limits described in ASTM C1602 for nonpotable water. Water from mixer washout operations may be used in concrete provided it meets or exceeds the above criteria as well as the following
additional requirements: 1. Concrete with water from mixer washout operations shall not be used in bridge roadway deck slabs, flat slab bridge superstructures, modified concrete overlays,
or prestressed concrete. 2. Specific Gravity shall not exceed 1.07. 3. Alkalies, expressed as [Na2O+0.658 K2O], shall not exceed 600 ppm. 4. Shall be free of coloring agents. 5. If
the wash water contains admixtures from different manufacturers, the Contractor shall provide evidence that the combination of admixtures are compatible and do not adversely affect
the air void system of the hardened concrete as per Section 6-02.3(3). 6. All tests to verify that the physical and chemical requirements are met, shall be conducted on the following
schedule: a. The physical requirements shall be tested on weekly intervals for four weeks and thereafter on monthly intervals. b. The chemical requirements shall be tested on monthly
intervals. c. The specific gravity shall be determined daily in accordance with ASTM D1429, Test Method D. The Contractor shall use the services of a Laboratory that has a equipment
calibration/ verification system, and a technician training and evaluation process per AASHTO R 18 to conduct all tests. The laboratory shall use testing equipment that has been calibrated/
verified at least once within the past 12 months to meet the requirements of each test procedure in accordance with the appropriate section of AASHTO R 18. Documentation of tester qualifications
and equipment verification records shall be maintained and available for review by the Contracting Agency upon request. Agency reviews of the laboratory facility, testing equipment,
personnel, and all qualification, calibration, and verification records will be conducted at the Contracting Agency’s discretion. 9-25.2 Water for Plants Water for plants shall not
contain dissolved or suspended matter which will be harmful to the plant material on which it is to be used. 2022 Standard Specifications M 41-10 Page 9-163 Epoxy Resins 9-26 9-26 Epoxy
Resins 9-26.1 Epoxy Bonding Agents 9-26.1(1) General Epoxy bonding agents shall be two-component epoxy resin-base systems that meet the requirements of ASTM C881, shall be furnished
in the type, grade, and class specified, and shall meet the requirements below. For pre-packaged cartridge kits, the epoxy bonding agent shall meet the requirements of ASTM C881 when
mixed according to the manufacturer’s instructions, utilizing the manufacturer’s mixing nozzle. When not specified, an appropriate grade and class shall be selected for the particular
application. Epoxy bonding agents for patching external concrete shall be concrete-gray in color. 9-26.1(1)A Type I and Type IV Epoxy bonding agents used for bonding hardened concrete
to hardened concrete and other materials shall be Type I for non-load bearing applications and Type IV for load bearing applications. 9-26.1(1)B Type II and Type V Epoxy bonding agents
used for bonding freshly mixed concrete to hardened concrete shall be Type II for non-load bearing applications and Type V for load bearing applications. 9-26.1(1)C Type III Epoxy bonding
agents used for bonding skid-resistant materials to hardened concrete and as a binder in epoxy mortars and epoxy concretes used on traffic bearing surfaces shall be Type III. 9-26.1(2)
Packaging and Marking The components of the epoxy system furnished under these Specifications shall be supplied in separate containers or pre-packaged cartridge kits that are non-reactive
with the materials contained. The contents of each container shall be such that when the container contents are combined, a properly proportioned final mixture results. Separate containers
shall be marked by permanent marking that identify the formulator, “Component A” (Contains the Epoxy Resin) and “Component B” (Contains the Curing Agent), type, grade, class, lot or
batch number, mixing instructions and the quantity contained in pounds or gallons as defined by these Specifications. Pre-packaged cartridge kits shall be marked by permanent marking
that identify the formulator, type, grade, class, lot or batch number, mixing instructions and the quantity contained in ounces or milliliters as defined by these Specifications. Potential
hazards shall be so stated on the package in accordance with the Federal Hazardous Products Labeling Act and State of Washington, Department of Labor and Industries Regulations for
Shipment of Hazardous Products. Page 9-164 2022 Standard Specifications M 41-10 9-26 Epoxy Resins 9-26.1(3) Certification If requested by the Contracting Agency, the manufacturer of
the epoxy system shall certify that components A and B meet the requirements of this Specification before a sample will be accepted for testing by the Contracting Agency. The Manufacturer’s
Certificate of Compliance shall be furnished in accordance with Section 1-06.3. 9-26.1(4) Rejection Except as noted otherwise, the entire lot of both components may be rejected if samples
submitted for test fail to meet any requirements of this Specification. 9-26.1(5) Acceptance Acceptance of the Epoxy Bonding Agents for use on the project shall be based on a passing
test report from the State Materials Laboratory. 9-26.2 Epoxy Adhesive for Lane Markers 9-26.2(1) General Epoxy adhesives for lane markers shall meet the requirements of AASHTO M237
for Type II – Standard Setting, High Viscosity, Epoxy Adhesive. In lieu of the square base test specimen molds for the Slant Shear Strength test specified in AASHTO M237, cylindrical
molds in accordance with ASTM C882 may be used. 9-26.2(2) Packaging and Marking Packaging and Marking of Epoxy Adhesive for Lane Markers shall meet the requirements of Section 9-26.1(2).
9-26.2(3) Certification Certification of Epoxy Adhesive for Lane Markers shall meet the requirements of Section 9-26.1(3). 9-26.2(4) Rejection Rejection of Epoxy Adhesive for Lane Markers
shall meet the requirements of Section 9-26.1(4). 9-26.2(5) Acceptance Acceptance of each lot of the Epoxy Adhesive for Lane Markers for use on the project shall be based on a Manufacturer’s
Certificate of Compliance. 2022 Standard Specifications M 41-10 Page 9-165 Epoxy Resins 9-26 9-26.3 Epoxy Grout/Mortar/Concrete 9-26.3(1) General This Specification shall apply to epoxy
grout, epoxy mortar and epoxy concrete for traffic and non-traffic bearing applications. Epoxy grout/mortar/concrete shall consist of an epoxy bonding agent and an aggregate component.
Prepackaged epoxy grout/mortar/concrete shall be prepared from a ready-to-mix epoxy bonding agent/aggregate system supplied by a manufacturer in kit form. Non-prepackaged epoxy grout/mortar/concrete
shall be prepared from an epoxy bonding agent and an aggregate component that is clean, surface dry and inert and that is of a quality and gradation suitable for portland cement mortar
or concrete. Aggregate meeting the requirements of Section 9-03.1(2) will be satisfactory. Epoxy grout/mortar/concrete for patching external concrete shall be concrete-gray in color.
9-26.3(1)A Traffic Bearing Applications Epoxy grout/mortar/concrete for traffic bearing applications shall have a 7-day compressive strength of not less than 4,000 psi when tested in
accordance with ASTM C579. Epoxy bonding agent shall be Type III as described in Section 9-26.1(1)C. 9-26.3(1)B Non-Traffic Bearing Applications Epoxy grout/mortar/concrete for non-traffic
bearing applications shall have a 7-day compressive strength of not less than 4,000 psi when tested in accordance with ASTM C579. Epoxy bonding agent shall be Type I, II, IV, or V as
appropriate for intended use as described in Sections 9-26.1(1)A and 9-26.1(1)B. 9-26.3(2) Packaging and Marking Packaging and Marking of the epoxy bonding agent component of epoxy
grout/mortar/ concrete shall meet the requirements of Section 9-26.1(2). 9-26.3(3) Certification Certification of the epoxy bonding agent component of epoxy grout/mortar/concrete shall
meet the requirements of Section 9-26.1(3). 9-26.3(4) Rejection Rejection of the epoxy bonding agent component of epoxy grout/mortar/concrete shall meet the requirements of Section
9-26.1(4). 9-26.3(5) Acceptance Acceptance of the epoxy grout/mortar/concrete material for use on the project shall be based on a passing test report from the State Materials Laboratory.
Page 9-166 2022 Standard Specifications M 41-10 9-27 Cribbing 9-27 Cribbing 9-27.1 Vacant 9-27.2 Vacant 9-27.3 Gabion Cribbing 9-27.3(1) Gabion Fabric Gabions may be fabricated from
either hexagonal twisted wire or from welded wire. Only one type of wire and protective coating shall be used throughout a structure. Baskets shall be furnished in the required dimensions
with a dimensional tolerance of plus or minus 5 percent. Wire for construction of gabions shall be either galvanized steel wire conforming to ASTM A641, Class 3, Soft Temper, or aluminized
steel wire conforming to ASTM A809, Soft Temper. The wire shall have a minimum tensile strength of 60,000 psi when tested in accordance with ASTM A370. 9-27.3(2) Gabion Baskets Gabion
baskets 1 foot or greater in the vertical dimension shall have openings with nominal dimensions not to exceed 4½ inches and the maximum area of any opening shall not exceed 10 square
inches. 1. Hexagonal Twisted Wire a. Wire for galvanized or aluminized hexagonal twisted welded wire shall be nominal sized 0.120 inch galvanized steel wire or aluminized steel wire.
b. Hexagonal twisted wire shall be formed from galvanized or aluminized wire in a uniform hexagonal pattern with nonraveling double twist. The perimeter edges of each panel shall be
tied to a selvage wire of the same composition as the panel body and have a minimum diameter of 0.150 inch so that the selvage is at least the same strength as the body of the panel.
2. Welded Wire a. Welded wire shall be fabricated from galvanized steel wire having a diameter of 0.106 inch. Wire shall be galvanized prior to fabrication. b. Welded wire shall be
formed in a uniform square pattern with openings 3 by 3 inches with a resistance weld at each connection in accordance with ASTM A1064. c. If required, a PVC coating shall be fusion
bonded onto the welded wire mesh to provide a nominal coating thickness of 0.0216 inch per side with a minimum of 0.0150 inch. 2022 Standard Specifications M 41-10 Page 9-167 Cribbing
9-27 3. PVC Coating (For Welded Wire Only) Acceptance of PVC coating material shall be by certified test reports of an independent laboratory. The initial properties of PVC coating
material shall have a demonstrated ability to conform to the following requirements: a. Specific Gravity – In the range of 1.2 to 1.4, when tested according to ASTM D792. b. Tensile
Strength – Not less than 2,275 psi, when tested according to ASTM D638. c. Modulus of Elasticity – Not less than 1,980 psi at 100 Strain, when testing according to ASTM D638. d. Hardness
– Shore “A” not less than 75 when tested according to ASTM D2240. e. Brittleness Temperature – Not higher than 15ºF when tested according to ASTM D746. f. Resistance to Abrasion – The
percentage of the mass loss shall be less than 12 percent when tested according to ASTM D1242, Method B at 200 cycles, CSI-A Abrader Tape, 80 Grit. g. Salt Spray Exposure and Ultraviolet
Light Exposure – The PVC shall show no effect after 3,000 hours of salt spray exposure according to ASTM B117. The PVC shall show no effect of exposure to ultraviolet light with test
exposure of 3,000 hours using apparatus Type E and 63°C, when tested according to Practice D1499 and Practice G 23. After the salt spray test and exposure to ultraviolet light as specified
above, the PVC coating shall not show cracks, blister, split, nor show a noticeable change of color. In addition, the specific gravity, tensile strength, modulus of elasticity, and
resistance to abrasion shall not change more than 6, 25, 25, and 10 percent respectively from their initial values. 9-27.3(3) Gabion Mattresses Gabion baskets less than 1 foot in the
vertical dimension shall have openings with nominal dimensions not to exceed 3.3 inches, and the maximum area of any opening shall not exceed 6 square inches. 1. Hexagonal Twisted Wire
a. Wire for galvanized or aluminized hexagonal twisted wire shall be nominal sized 0.086 inch galvanized steel wire or aluminized steel wire. b. Hexagonal twisted wire shall be formed
from galvanized or aluminized wire in a uniform hexagonal pattern with nonraveling double twisted. The perimeter edges of each panel shall be tied to a selvage wire of the same composition
as the panel body and have a minimum diameter of 0.1062 inch so that the selvage is at least the same strength as the body of the panel. Page 9-168 2022 Standard Specifications M 41-10
9-27 Cribbing 2. Welded Wire a. Welded wire shall be fabricated from galvanized steel wire having a diameter of 0.080 inch. Wire shall be galvanized prior to fabrication. b. Welded
wire shall be formed in a uniform rectangular pattern with openings 1½ by 3 inches with a resistance weld at each connection in accordance with ASTM A1064. c. If required, a PVC coating
shall be fusion bonded onto the welded wire to provide a nominal coating thickness of 0.0216 inch per side with a minimum of 0.0150 inch. The PVC coating shall be in conformance with
Section 9-27.3(2). 9-27.3(4) Fasteners for Basket Assembly The lacing wire shall be a nominal sized 0.0866 inch galvanized steel wire or aluminized steel wire. Lacing wire shall have
the same coating as the basket. Spiral binders, if used for joining welded wire panels shall be formed from 0.106 inch nominal diameter steel wire with a 3-inch pitch having the same
Specifications and coating as the welded wire. Lacing wire may be used in lieu of spiral binders. Alternate fasteners for basket assembly shall remain closed when subjected to a 600
pound tensile force when confining the maximum number of wires to be confined. Installation procedures and test results for alternate fasteners shall be submitted for approval. Internal
connecting wires shall be the same as required for lacing wire. Alternate stiffeners acceptable to the gabion manufacturer may be used. 9-27.3(5) Nonraveling Construction The gabion
wire shall be fabricated in a manner to be nonraveling. This is defined as the ability to resist pulling apart at any of the connections forming the panel when a single strand in a
section of panel is cut. 9-27.3(6) Stone Stone for filling gabions shall have a Degradation Factor of at least 30. The stone shall be dense enough to pass the unit weight test described
in Section 8-24.3(3)F. Stone shall meet the following requirements for gradation: Sieve Size Percent Passing 8″ 100 6″ 75-90 4″ 0-10 % Fracture 75 min. All percentages are by weight.
2022 Standard Specifications M 41-10 Page 9-169 Signing Materials and Fabrication 9-28 9-28 Signing Materials and Fabrication 9-28.1 General Unless noted otherwise in the Plans, permanent
signs shall be constructed of sheet aluminum. Permanent signs which measure 36 inches or less on a side and are to be mounted on a single post may be constructed of single 0.135-inch
fiberglass reinforced plastic panels. Sign overlay panels may be either 0.050-inch aluminum or 0.075-inch fiberglass reinforced plastic panels. All signs, except internally illuminated
signs, shall be reflectorized. See ASTM D4956 for reflective sheeting type designations. Standard control signs and guide sign borders, letters, numerals, symbols, shields, and arrows
shall be in accordance with the WSDOT Sign Fabrication Manual M 55-05. All STOP, YIELD, DO NOT ENTER, WRONG WAY, FREEWAY ENTRANCE, and HIGHWAY ENTRANCE signs shall be constructed entirely
of Type III or IV reflective sheeting. All M series, I series, and D-10 series signs and all signs with blue or brown backgrounds shall be constructed entirely of Type II reflective
sheeting unless otherwise specified. Background reflective sheeting for all other signs shall be as noted in the Plans. Sign legends for all other signs shall be constructed of Type
III or IV reflective sheeting. Sign legends include: borders, letters, numerals, symbols, shields, and arrows. Reflective legend sheeting types shall not be mixed on individual signs.
9-28.2 Manufacturer’s Identification and Date All signs shall show the manufacturer’s name and date of manufacture on the back. In addition, the width and height dimension, in inches,
the Contract number, and the number of the sign as it appears in the Plans shall be placed using 3-inch series C black letters on the back of destination, distance, and large special
signs. Hand painted numbers are not permitted. 9-28.3 Corner Radius All regulatory and warning signs shall have rounded corners with the exception of stop signs. Information and guide
signs may have square cut corners. Borders for signs having square cut corners shall have a corner radius approximately ⅛ of the lesser side dimension of the sign up to a maximum radius
of 12 inches. For signs with rounded corners, the borders shall be concentric with the rounded corners. 9-28.4 Extruded Windbeams and “Z” Bar All multiple post and multiple panel signs
shall be constructed and installed with horizontal extruded windbeams and “Z” bar, when required, as shown in the Plans or the Standard Plans. All bolt and rivet heads visible on the
sign face shall be anodized or painted to match the sign color area immediately surrounding the bolt or rivet head with the exception that rivet heads in the white colored sign areas
shall be coated to match the white color or be uncoated rivet heads. Extruded windbeams and “Z” bar shall be Page 9-170 2022 Standard Specifications M 41-10 9-28 Signing Materials and
Fabrication accepted on the basis of a certificate of compliance from the manufacturer. Materials shall be as designated in Section 9-28.11. 9-28.5 Letter and Spacing Formula Letter
and arrow sizes shall be as specified in the Plans. Spacing formulas shall be those furnished by the manufacturer of the letters. 9-28.6 Destination Sign Messages Destination sign messages,
borders, shields, and symbols shall be direct applied unless otherwise noted in the sign plans. All message components shall be one piece construction unless the least dimension exceeds
available sheeting widths. All components shall have smooth, sharp cut edges. Components which are torn, wrinkled, or exhibit poor construction, will not be permitted. 9-28.7 Process
Colors Transparent and opaque process colors used in silk screening sign messages shall be as recommended by the manufacturer. When properly applied, process colors shall perform satisfactorily
for the expected life of the sheeting. Applied colors shall present a smooth surface, free from foreign material, and all messages and borders shall be clear and sharp. Sheeting shall
conform to the retroreflective minimum values and color limits established for its type and color without regard to whether the color is integral to the sheeting or achieved by applying
transparent colors to silver/white sheeting. There shall be no variations in color, and overlapping of colors will not be permitted. Properly applied and cured process colors shall
exhibit no blistering, bubbling, or loss of color or transparency when cleaned with a mild non-abrasive detergent solution. Minor loss of color may be detected when solvents such as
kerosene, mineral spirits, heptane, or VM&P Naphtha are used to clean severely contaminated signs; e.g., paint vandalism. However, the colors shall not blister, bubble, peel, or be
easily removed. 9-28.8 Sheet Aluminum Signs Sheet aluminum signs shall be constructed of material conforming to ASTM B209 alloy 6061-T6 or alloy 5052-H36 or H38. Alloy 5005-H34 may
be used for sign overlays. The Contractor shall provide a mill test certificate from the aluminum manufacturer attesting to the correct alloy and temper of the metal supplied, when
requested by the Engineer. After the sheeting has been fabricated, the surface of each panel shall be protected from corrosion. The corrosion protection shall meet the requirements
of ASTM B449 Class II Specification for Chromates on Aluminum. Aluminum signs over 12 feet wide by 5 feet high shall be comprised of vertical panels in increments of 2, 3, or 4 feet
wide. No more than one 2-foot and/or 3-foot panel may be used per sign. The Contractor shall use the widest panels possible. All parts necessary for assembly shall be constructed of
aluminum, galvanized steel, or stainless steel in accordance with the Plans. Sheet thickness shall be as follows: 2022 Standard Specifications M 41-10 Page 9-171 Signing Materials and
Fabrication 9-28 Maximum Horizontal Dimension Sheet Aluminum Thickness Overlay panels 0.050 inch Up to 20 inches 0.063 inch 20 to 36 inches, inclusive 0.080 inch Over 36 inches (Permanent
Signs) 0.125 inch The side dimension for a diamond shaped warning sign is considered to be the maximum horizontal dimension. Before placing aluminum in contact with untreated steel,
the steel surfaces shall be protected by proper cleaning and painting with one coat of paint conforming to Section 9-08.1(2)B and two coats of aluminum paint. Metal shall be handled
by device or clean canvas gloves between all cleaning and etching operations and the application of reflective sheeting. 9-28.9 Fiberglass Reinforced Plastic Signs Fiberglass reinforced
plastic signs and overlay panels shall be constructed of a fiberglass reinforced thermoset polyester laminate. The sign panel shall be acrylic modified and UV stabilized for outdoor
weathering ability. The sign panel shall be stabilized to prevent the release of migrating constituents (such as solvents, monomers, etc.) over the expected life of the sign. The sign
panel shall contain no residue release agents on the surface of the laminate so neither migrating constituents or release agents will be present in amounts which will interfere with
any subsequent bonding operations. The sign panel shall not contain visible cracks, pinholes, foreign inclusions, or surface wrinkles that would affect implied performance, alter the
specific dimensions of the panel, or otherwise affect its serviceability. The sign panel surface shall be wiped clean with a slightly water dampened cloth before applying reflective
sheeting. 9-28.9(1) Mechanical Properties All mechanical properties are stated as minimum requirements. The mechanical properties are measured in both the line direction of the panel
and at 90 degrees to the line as noted in the appropriate ASTM test referenced. Mechanical Property Ave. Min. Requirement ASTM Test Tensile Strength 10.0 psi × 103 D638 Tensile Modulus
1.2 psi × 106 D638 Flexural Strength 20.0 psi × 103 D790 Flexural Modulus 1.2 psi × 106 D790 Compression Strength 32.0 psi × 103 D695 Compression Modulus 1.4 psi × 106 D695 Punch Shear
12.0 psi × 103 D732 Page 9-172 2022 Standard Specifications M 41-10 9-28 Signing Materials and Fabrication 9-28.9(2) Physical Properties Sign Panels are to be 0.135 inch thick. Overlay
panels are to be 0.075 inch thick. Panel thickness tolerance shall be plus or minus 0.005 inch. Panel tolerance on nominal length and width shall be plus or minus ⅛ inch for dimensions
of 12 feet or less and shall be within ⅛ inch of square per 12 feet of length when measured in accordance with ASTM D3841. Panels shall be manufactured with smooth surfaces on both
top and bottom of the panel. Panel flatness of a 30 by 30-inch panel shall be measured by hanging the panel diagonally in suspension. The maximum deflection measured diagonally, parallel
and perpendicular to the panel by lines drawn through the center of the panel, shall not exceed ½ inch. The panel shall then be hung diagonally in suspension in an oven for 48 hours
at 180°F. The maximum deflection shall again be measured as previously noted and shall not exceed ½ inch. All measurements shall be made when panels are at ambient temperature. Panels
shall be pigmented to a visually uniform gray color within the MunselR range of N.7.5/to N.8.5/. Panels shall have a maximum coefficient of lineal thermal expansion of 1.8 × 10-5 in/in/°F.
when tested in accordance with ASTM D696. Panels shall be classified as to a minimum Grade II (weather resistant) panel as specified in ASTM D3841 following 3,000 plus or minus 100
hour weatherometer test. Panels shall contain additives designed to be less responsive to fire ignition and flame propagation. As such, the extent of burning shall not exceed 1.0 inch
when tested in accordance with ASTM D635. Panels shall resist the impact energy of 20 foot-pounds applied with a hemispherical tipped object 1 inch in diameter. The panels thermal stability
for strength and impact resistance qualities shall not be appreciably affected over a temperature range of -65ºF to 212°F. Fiberglass reinforced plastic panels for signs shall be accepted
on the basis of a certificate of compliance from the manufacturer as outlined in Section 1-06.3. 2022 Standard Specifications M 41-10 Page 9-173 Signing Materials and Fabrication 9-28
9-28.10 Digital Printing Transparent and opaque durable inks used in digital printed sign messages shall be as recommended by the manufacturer. When properly applied, digital printed
colors shall have a warranty life of the base retroreflective sign sheeting. Digital applied colors shall present a smooth surface, free from foreign material, and all messages and
borders shall be clear and sharp. Digital printed signs shall conform to 70% of the retroreflective minimum values established for its type and color. Digitally printed signs shall
meet the daytime color and luminance, and nighttime color requirements of ASTM D 4956. No variations in color or overlapping of colors will be permitted. Digital printed permanent traffic
signs shall have an integrated engineered match component clear protective overlay recommended by the sheeting manufacturer applied to the entire face of the sign. On Temporary construction/maintena
nce signs printed with black ink only, the protective overlay film is optional, as long as the finished sign has a warranty of a minimum of three years from sign sheeting manufacturer.
All digital printed traffic control signs shall be an integrated engineered match component system. The integrated engineered match component system shall consist of retroreflective
sheeting, durable ink(s), and clear overlay film all from the same manufacturer applied to aluminum substrate conforming to Section 9-28.8. The sign fabricator shall use an approved
integrated engineered match component system as listed on the Qualified Products List (QPL). Each approved digital printer shall only use the compatible retroreflective sign sheeting
manufacturer’s engineered match component system products. Each retroreflective sign sheeting manufacturer/integrated engineered match component system listed on the QPL shall certify
a department approved sign fabricator is approved to operate their compatible digital printer. The sign fabricator shall re-certify annually with the retroreflective sign manufacturer
to ensure their digital printer is still meeting manufacturer’s specifications for traffic control signs. Documentation of each recertification shall be submitted to the QPL Engineer
annually. Page 9-174 2022 Standard Specifications M 41-10 9-28 Signing Materials and Fabrication 9-28.11 Hardware Bolts, nuts, locknuts, and washers shall be of the same material for
each attachment. Bolts, nuts, locknuts, and washers for signs mounted on overhead sign structures (i.e., sign bridges, cantilevers sign structures, and bridge mounted sign brackets)
shall be stainless steel only. Hardware Specification Bolts ASTM F468 2024-T4 Aluminum ASTM A307 Steel ASTM F593 Group 1, Condition A Stainless Steel, or ASTM A193, Grade B8, Class
1 Stainless Steel U-bolts ASTM A276 Type 304 Stainless Steel Washers ASTM B209 2024-T4 Aluminum ASTM F844 Steel ANSI B18.22.1 Stainless Steel Alloy 304 Nuts ASTM F467 2024-T4 Aluminum
ASTM A563 Grade A Steel ASTM F594 Group 1 Stainless Steel, or ASTM A194 Grade 8 or 8A Stainless Steel Locknuts (with nylon insert unless otherwise in the Plans) ASTM F467 2024-T4 Aluminum
ASTM A563 Grade A Steel ASTM F594 Group 1 Stainless Steel, or noted ASTM A194 Grade 8 or 8A Stainless Steel Rivets ASTM B316 5052 Aluminum Alloy ASTM B316 5056 Aluminum Alloy Post Clips
ASTM B179 356-T6 Aluminum Windbeams ASTM B221 6061-T6 Aluminum Angle and “Z” Bar ASTM B221 6061-T6 Aluminum ASTM A36 or ASTM A992 Steel Strap and Mounting Bracket ASTM A666, Type 201
Stainless Steel All steel parts shall be galvanized in accordance with AASHTO M111. Steel bolts and related connecting hardware shall be galvanized in accordance with ASTM F 2329. 9-28.12
Reflective Sheeting Type I and Type II reflective sheeting shall consist of spherical lens elements embedded within a transparent plastic having a smooth, flat outer surface. Type III
and Type IV reflective sheeting shall consist of spherical or prismatic lens elements adhered to a synthetic resin and encapsulated by a flexible, transparent, weatherproof plastic
having a smooth outer surface. Type V reflective sheeting shall consist of metallized microprismatic lens bonded to a flexible, smooth-surfaced, weather resistant polymeric film. Type
VI reflective sheeting shall consist of unmetallized microprismatic lens formed on a flexible vinyl material. Type VII, VIII, IX and Type X Fluorescent Orange reflective sheeting shall
consist of unmetallized microprismatic lens formed in a synthetic resin and encapsulated by a flexible, transparent, weatherproof plastic having a smooth outer surface. All sheeting
shall be weather resistant and have a protected pre-coated adhesive backing. Type II 2022 Standard Specifications M 41-10 Page 9-175 Signing Materials and Fabrication 9-28 reflective
sheeting shall contain an identifying marking, such as a water mark, which is visible after sheeting application. The marking shall not adversely affect the performance or life of the
sheeting. The reflective sheeting shall have the following minimum coefficient of retroreflection values at 0.2 degrees and 0.5 degrees observation angle expressed as average candelas
per foot-candle, per square foot of material. Measurements shall be conducted in accordance with ASTM E810. Type I Glass Bead Retroreflective Element Material Obs. Angle Entrance Angle
Silver White Yellow Orange Green Red Blue Brown 0.2° -4° 70 50 25 9.0 14 4.0 1.0 0.2° +30° 30 22 7.0 3.5 6.0 1.7 0.3 0.5° -4° 30 25 13 4.5 7.5 2.0 0.3 0.5° +30° 15 15 4.0 2.2 3.0 0.8
0.2 Type II Glass Bead Retroreflective Element Material Obs. Angle Entrance Angle White Yellow Orange Green Red Blue Brown 0.2° -4° 140 100 60 30 30 10 5.0 0.2° +30° 60 36 22 10 12
4.0 2.0 0.5° -4° 50 33 20 9.0 10 3.0 2.0 0.5° +30° 28 20 12 6.0 6.0 2.0 1.0 Type III Glass Bead Retroreflective Element Material Obs. Angle Entrance Angle Silver White Yellow Orange
Green Red Blue Brown 0.2° -4° 250 170 100 45 45 20 12 0.2° +30° 150 100 60 25 25 11 8.5 0.5° -4° 95 62 30 15 15 7.5 5.0 0.5° +30° 65 45 25 10 10 5.0 3.5 Type IV Micro Prismatic Retroreflective
Element Material Obs. Angle Entrance Angle White Yellow Green Red Blue Brown 0.2° -4° 250 170 35 35 20 7.0 0.2° +30° 80 54 9 9 5.0 2.0 0.5° -4° 135 100 17 17 10 4.0 0.5° +30° 55 37
6.5 6.5 3.5 1.4 Page 9-176 2022 Standard Specifications M 41-10 9-28 Signing Materials and Fabrication Type VI Vinyl Micro Prismatic Retroreflective Element Material Obs. Angle Entrance
Angle White Yellow Orange Green Red Blue 0.2° -0.4° 250 170 70 30 35 20 0.2° +30° 95 64 26 11 13 7.6 0.5° -0.4° 200 136 56 24 28 18 0.5° +30° 60 40 17 7.2 8.4 4.8 Type VII Micro Prismatic
Retroreflective Element Material Obs. Angle Entrance Angle White Yellow Orange Green Red Blue 0.2° -0.4° 750 560 280 75 150 34 0.2° +30° 430 320 160 43 86 20 0.5° -0.4° 240 180 90 24
48 11 0.5° +30° 135 100 50 14 27 6.0 Type VIII Micro Prismatic Retroreflective Element Material Obs. Angle Entrance Angle White Yellow Orange Green Red Blue Brown 0.2° -0.4° 700 525
265 70 105 42 21 0.2° +30° 325 245 120 33 49 20 10 0.5° -0.4° 250 190 94 25 38 15 7.5 0.5° +30° 115 86 43 12 17 7 3.5 Type IX Micro Prismatic Retroreflective Element Material Obs. Angle
Entrance Angle White Yellow Orange Green Red Blue 0.2° -0.4° 380 285 145 38 76 17 0.2° +30° 215 162 82 22 43 10 0.5° -0.4° 240 180 90 24 48 11 0.5° +30° 135 100 50 14 27 6.0 1.0 -0.4°
80 60 30 8.0 16 3.6 1.0 +30° 45 34 17 4.5 9.0 2.0 Type X Micro Prismatic Retroreflective Element Material Obs. Angle Entrance Angle Fluorescent Orange 0.2° -0.4° 200 0.2° +30° 90 0.5°
-0.4° 70 0.5° +30° 26 2022 Standard Specifications M 41-10 Page 9-177 Signing Materials and Fabrication 9-28 The wet performance measurements on unweathered sheeting shall be conducted
in accordance with one of the following methods: 1. The standard rainfall test specified in Federal Specification LS 300C and the brightness of the reflective sheeting totally wet by
rain shall not be less than 90 percent of the above values. 2. Samples shall be submerged in a tank of clean water (approximately 72°F) for a period of 5 minutes. Reflex-reflective
performance of the sheeting shall be viewed in a darkened room by reflected light through the surface of the water or through a transparent plane surface of the tank parallel to the
sample surface. Light source shall be such as a hand flashlight held close to the eye. The wet sheeting shall show no apparent loss of reflective performance as compared to dry material.
The sheeting shall conform to the applicable daytime color and luminance factor requirements of ASTM D4956 when tested instrumentally in accordance with Section 8.4 of that Specification;
OR, the diffuse day color of the reflective sheeting shall be visually evaluated by comparison with the applicable Highway Color Tolerance Chart. Color comparison shall be made under
north daylight or a scientific daylight having a color temperature from 6500 degrees to 7500 degrees Kelvin. Daytime color evaluation shall be illuminated at 45 degrees and viewed at
90 degrees. There shall be no significant color shift when viewed under nighttime (retroreflective) conditions. The reflective sheeting shall have a pre-coated pressure sensitive adhesive
(Class 1) or a heat-activated adhesive (Class 2) either of which will adhere to flat, clean surfaces without necessity of additional adhesive coats on the reflective sheeting or application
surface. Chemical activators shall not be used to activate Class 2 adhesive. The precoated adhesive shall be protected by an easily removed liner which, when removed, shall not have
a staining effect on the reflective sheeting and shall be mildew resistant. The protective liner attached to the adhesive shall be removable by peeling without soaking in water or other
solvents and shall be easily removed after storage for 4 hours at 150ºF under weight of 215 psi. The sheeting with liner removed, conditioned for 24 hours at 72°F and 50 percent relative
humidity, shall be sufficiently flexible to show no cracking when bent around a 1.2-inch diameter mandrel with the adhesive side contacting the mandrel. For ease of testing, talcum
powder may be spread on the adhesive to prevent sticking to the mandrel. The sheeting surface shall be smooth and flat to facilitate selfcleaning in the rain, regular cleaning, and
wet performance, and exhibit 85 degrees glossmeter rating of not less than 50 when tested in accordance with ASTM D523. The sheeting surface shall be readily processed and compatible
with transparent and opaque process colors and show no loss of the color coat with normal handling, cutting, and application. The sheeting shall permit cutting and color processing
at temperatures of 60°F to 100°F and 20 to 80 percent RH. The sheeting shall be heat resistant and permit force curing without staining of unapplied sheeting or applied sheeting at
temperatures recommended by the manufacturer not to exceed 150°F for unapplied sheeting or 200°F for applied sheeting. The sheeting surface shall be solvent resistant to permit cleaning
by wiping with a clean soft cloth dampened with VM&P Naphtha or mineral spirits. Page 9-178 2022 Standard Specifications M 41-10 9-28 Signing Materials and Fabrication The adhesive
shall form a durable bond to smooth, corrosion and weather resistant surfaces and permit the reflective sheeting to adhere securely, 48 hours after application at temperatures of -30°F
to 200°F. The adhesive bond shall be sufficient to render the applied sheeting vandal-resistant and prevent its shocking off when subjected to an impact energy of 20 ft. lbs. applied
with a hemispherical tipped object 1 inch in diameter at -0°F. The test specimen shall be applied to aluminum backing not less than 0.080 inch thick and having a dimension of not less
than 4 inches square. During testing, the specimen shall be supported on a 3-inch diameter ring. The adhesion test shall conform to ASTM D4956 with the addition of the temperatures
noted above. The resistance to accelerated weathering shall be as described in ASTM D4956 except the weathering apparatus and procedure shall be in accordance with ASTM G154. The reflective
sheeting shall be sufficiently flexible to be cut to shape easily and permit application over, and conform to, moderate shallow embossing characteristic of certain sign borders and
symbols. The tensile strength of the sheeting shall be 5 to 20 pounds per square inch width when conditioned for 48 hours in accordance to ASTM D685 and tested in accordance with ASTM
D828. Following liner removal, the reflective sheeting shall not shrink more than ¹/32 inch in 10 minutes nor more than ⅛ inch in 24 hours in any dimension per 9 inch square at 72°F
and 50 percent relative humidity. The sheeting, when applied according to manufacturer’s recommendations to cleaned and etched 0.020 by 2 by 8-inch aluminum, conditioned (24 hours)
and tested at 72°F and 50 percent relative humidity, shall be sufficiently flexible to show no cracking when bent around a ¾-inch diameter mandrel. 9-28.12(1) Application The reflective
sheeting shall be applied in the manner specified by the sheeting manufacturer. The applied sign face shall not have bubbles, wrinkles, or foreign material beneath the reflective sheeting.
9-28.12(2) Edge Treatment All edges and splices of reflective sheeting signs shall be coated with an edge sealer when recommended by the manufacturer of the reflectorized sheeting.
9-28.12(3) Splices and Color Matching Splicing of reflective sheeting shall not be permitted on signs or panels with dimensions up to and including 48 inches in height or width unless
the reflective sheeting specified does not come in this width, then the widest width material shall be used. When sheeting joints are required, they shall be lap-jointed with the top
sheet overlapping the bottom sheet by no less than 3⁄16 inch. The fabricator shall endeavor to use the least number of seams possible with the horizontal lap preferable. Roller applied
or reverse screened sheeting may be butt-jointed with joint gap not to exceed 1/32 inch. Color matching of adjacent sheets of reflective sheeting comprising a sign shall be accomplished
without 2022 Standard Specifications M 41-10 Page 9-179 Signing Materials and Fabrication 9-28 a noticeable difference in color. No borders shall be spliced other than the splice of
the tangent border to the corner radius. 9-28.13 Demountable Prismatic Reflectorized Message and Borders The letters, digits, and alphabet accessories shall consist of embossed 0.040-inch
thick sheet aluminum frames conforming to ASTM B209 grade 3003-H14 in which prismatic reflectors are installed to prevent their displacement in handling or service. Letters in which
reflectors are assembled by means of tape are unacceptable. The plastic reflectors face shall be colorless and be entirely smooth to present a water repellent and dirt resistant surface.
The area indicating the letter shape that is not reflectorized shall be white for maximum daytime contrast with the sign background. All letters shall be free of any imperfections and
shall present a high quality appearance. Demountable prismatic border shall be comprised of a minimum length of 2 feet with allowance of one shorter section between each corner radius.
Letters shall be fastened to the sign with aluminum screws or blind rivets conforming to ASTM B209 grade 2024-T4. The coefficient of retroreflection of each reflex reflector intended
for use in cutout letters, symbols, and accessories shall be equal to or exceed the following minimum values with measurements made with reflectors spinning. Observation Angle (Degrees)
Entrance Angle (Degrees) Coefficient of Retroreflection Candle Power/Square inch/Foot Candle 0.1 0 14.0 0.1 20 5.6 Failure to meet the specific minimum values shall constitute failure
of the reflector being used. Upon failure of more than two of the 50 samples tested, a resample of 100 reflectors shall be tested. Failure of more than four of these samples shall be
cause for rejection of the lot. 9-28.14 Sign Support Structures All sign support structures shall be constructed as shown in the Plans. 9-28.14(1) Timber Sign Posts At the Contractor’s
options, timber sign posts and mileposts shall be treated Douglas Fir or treated Hem-Fir meeting the grades specified in Section 9-09.2. Douglas Fir and HemFir posts shall be given
a treatment in accordance with Section 9-09.3(1). Preservative and retention shall be as shown in Section 9-16.2 for sawn posts. Page 9-180 2022 Standard Specifications M 41-10 9-28
Signing Materials and Fabrication 9-28.14(2) Steel Structures and Posts Truss chords, struts, and diagonals, end posts, and end post struts and diagonals for sign bridge structures
and cantilever sign structures shall conform to either ASTM A36 or ASTM A53 Grade B Type E or S. The nominal pipe diameter and the pipe wall thickness shall be as shown in the Plans
or Standard Plans. All other structural steel for sign bridge structures and cantilever sign structures shall conform to either ASTM A36 or ASTM A992. Truss member connection hardware
shall conform to Section 9-06.5(3). Pipe members for bridge mounted sign brackets shall conform to ASTM A53 Grade B Type E or S, and shall be Schedule 40 unless otherwise specified.
All other structural steel for bridge mounted sign brackets shall conform to either ASTM A36 or ASTM A992. U bolts, and associated nuts and washers, shall be stainless steel conforming
to Section 9-28.11, and shall be fabricated hot. Anchor rods for sign bridge and cantilever sign structure foundations shall conform to Section 9-06.5(4), including Supplemental Requirement
S4 tested at -20°F. Nuts and washers for sign bridge and cantilever sign structure foundations shall conform to ASTM A563 Grade DH and ASTM F436, respectively. Steel sign structures
and posts shall be galvanized after fabrication in accordance with AASHTO M111, unless noted otherwise in the Plans. All bolts, nuts, and washers shall be galvanized after fabrication
in accordance with ASTM F2329. Unless otherwise specified in the Plans or Special Provisions, metal surfaces shall not be painted. Except as otherwise noted, steel used for sign structures
and posts shall have a controlled silicon content of either 0.00 to 0.06 percent or 0.15 to 0.25 percent. Steel used for slip bases (SB-1, SB-2, SB-3) and heavy-duty anchors shall have
a controlled silicon maximum of 0.40 percent. If the Plans or Special Provisions specify painting of the galvanized steel surfaces, then the controlled silicon content requirement does
not apply for those steel members. Mill test certificates verifying the silicon content of the steel shall be submitted to both the galvanizer and the Engineer prior to beginning galvanizing
operations. Minor fabricating and modifications necessary for galvanizing will be allowed if not detrimental to the end product as determined by the Engineer. If such modifications
are contemplated, the Contractor shall submit a Type 2 Working Drawing of the proposed modifications. 2022 Standard Specifications M 41-10 Page 9-181 Signing Materials and Fabrication
9-28 9-28.14(2)A Monotube Sign Bridge and Cantilever Sign Structures Structural steel, except for cover plates, anchor rod templates and as otherwise shown in the Plans, shall conform
to either ASTM A572 Grade 50, or ASTM A588. Cover plates shall conform to ASTM A36. Handhole cover screws shall conform to ASTM F593, Grade 1. Sign bracket bolts, nuts, and washers
shall conform to Section 9-06.5(1). Monotube splice bolts, mounting beam bolts, and associated nuts and washers, shall conform to ASTM F3125 Grade A325, and shall be galvanized after
fabrication in accordance with ASTM F2329. Tension control bolts conforming to ASTM F 3125 Grade F1852 may be used as monotube splice bolts, and if used shall be galvanized after fabrication
in accordance with ASTM B695 Class 55 Type I. Monotube sign bracket rods shall conform to Section 9-06.5(1) and shall be galvanized after fabrication in accordance with ASTM F2329.
Anchor rods and associated nuts and washers shall conform to Section 9-06.5(4) with supplemental requirement S4 tested at -20°F. Anchor rods shall be galvanized a minimum of 1’-0” at
the exposed end in accordance with ASTM F2329. Nuts and washers shall be galvanized in accordance with ASTM F2329. 9-28.14(3) Aluminum Structures Welding of aluminum shall be in accordance
with AWS D1.2/D1.2M, latest edition, Structural Welding Code – Aluminum. Aluminum alloy filler metals utilized on anodized structures shall result in color matching to base metals.
9-28.15 Vacant Page 9-182 2022 Standard Specifications M 41-10 9-29 Illumination, Signal, Electrical 9-29 Illumination, Signal, Electrical 9-29.1 Conduit, Innerduct, and Outerduct
Conduit shall be free from defects, including out of round and foreign inclusions. Conduit shall be uniform in color, density, and physical properties. The inside shall be smooth and
free from burrs, which could damage cable during installation. Conduit ends shall be cut square to the inside diameter and supplied with thread protectors. All conduit, conduit fittings,
and associated hardware/appurtenances shall be listed by a Nationally Recognized Testing Laboratory. 9-29.1(1) Rigid Metal Conduit, Galvanized Steel Outerduct, and Fittings Rigid metal
conduit shall be straight and be rigid galvanized steel or stainless steel, as required, and bear the mark of a Nationally Recognized Testing Laboratory. Exterior and interior surfaces
of the galvanized steel conduit, except threaded ends, shall be uniformly and adequately zinc coated by a hot-dip galvanizing process. The average of the zinc coating shall comply with
Federal Specification WW-C-581d. 9-29.1(2) Rigid Metal Conduit Fittings and Appurtenances Couplings for rigid metal-type conduits may be either hot-dip or electroplated galvanized.
Conduit bodies and fittings for rigid steel conduit systems shall be listed by a Nationally Recognized Testing Laboratory listed for wet locations and shall be hot-dip galvanized malleable
iron or bronze. Conduit bodies shall have tapered threads and include a bolt on cover with stainless steel screws and a neoprene gasket seal. Grounding end bushings shall be bronze
or galvanized malleable iron with copper, tinned copper, stainless steel, or integral lug with stainless steel clamping screw, mounting screw, and set screw. Conduit clamps and straps
shall be Type 304 or Type 316 stainless steel or hot-dip galvanized. Two-hole-type straps shall span the entire width of the support channel and attach to the supports on both sides
of the conduit with bolts and associated hardware. Two-piece conduit clamps shall interlock with the support channel with a single bolt. Conduit supports for surface-mounted conduit
shall be hot-dip galvanized or Type 304 or Type 316 stainless steel channel using Type 304 or Type 316 stainless steel bolts and spring nuts. 2022 Standard Specifications M 41-10 Page
9-183 Illumination, Signal, Electrical 9-29 9-29.1(2)A Expansion Fittings, Deflection Fittings, and Combination Expansion/Deflection Fittings Expansion fittings for rigid galvanized
steel conduit shall be weather tight, with hot-dip galvanized malleable or ductile iron end couplings and body and shall allow for 4 inches of movement minimum (2 inches in each direction).
Expansion fittings for rigid galvanized steel conduit shall have an external tinned copper bonding jumper or an internal tinned copper bonding jumper. The internal tinned copper bonding
jumper shall not reduce the conduit conductor capacity. Deflection fittings for rigid galvanized steel conduit shall be weather tight, with hot-dip galvanized ductile iron or bronze
end couplings, with molded neoprene sleeve, stainless steel bands, and internal tinned copper bonding jumper. Deflection fittings shall provide for conduit movement of ¾ inch in all
directions and angular movement of 30 degrees in any direction. A combination of a deflection and an expansion fitting for rigid galvanized steel conduit shall be assembled from a deflection
fitting and an expansion fitting as defined above. The bonding jumper used for expansion fittings and combination expansion deflection fittings shall be a tinned copper braid attached
to the conduit with a galvanized “U” bolttype connection designed for the application. 9-29.1(3) Flexible Metal Conduit Liquidtight flexible metal conduit shall consist of a single
strip of continuous flexible interlocked steel galvanized inside and out, forming a smooth internal wiring channel with a liquid tight covering of sunlight-resistant flexible PVC conforming
to NEC Article 350. 9-29.1(3)A Flexible Metal Conduit Appurtenances Liquidtight connectors shall be the insulated throat type, conforming to NEC Article 350, and listed for wet locations.
9-29.1(4) Non-Metallic Conduit 9-29.1(4)A Rigid PVC Conduit Rigid PVC conduit shall conform to NEMA TC 2 and UL 651. Fittings shall conform to NEMA TC-3, and be UL 514C and UL 651.
PVC solvent cement shall meet ASTM D2564, including note 8 (label to show pipe sizes for which the cement is recommended). 9-29.1(4)B Expansion Fittings Expansion fittings for use with
PVC shall allow for 4 inches of movement minimum (2 inches in each direction). Expansion fittings for PVC conduit shall be PVC and have a threaded terminal adaptor or coupling end,
and shall meet the requirements listed in Section 9-29.1(4)A. Page 9-184 2022 Standard Specifications M 41-10 9-29 Illumination, Signal, Electrical 9-29.1(4)C HDPE Conduit HDPE conduit
shall be listed by a Nationally Recognized Testing Laboratory recognized by the United States Department of Labor, Occupational Safety and Health Administration’s Nationally Recognized
Testing Laboratory (NRTL) Program. Couplings for HDPE shall be mechanical and listed for use with HDPE. Aluminum mechanical couplings are prohibited. 9-29.1(4)D Deflection Fittings
Deflection Fittings for use with rigid PVC conduit shall be as described in Section 9-29.1(2)A. 9-29.1(5) Innerduct and Outerduct The innerduct system shall be factory-installed and
shall be designed so that expansion and contraction of the innerducts takes place in the coupling body to eliminate compatibility problems. The conduit coupling body shall have a factory-assembled
gasket that is multistage and antireversing, sealing both the outerduct and innerducts. A secondary midbody O-ring gasket shall be seated into the coupling body and shall hold the coupling
body firmly in the outerduct. All fittings, adapters, and bends (sweeps) shall be provided and shall be manufactured from the same materials and manufacturing process as the conduit,
except as specified otherwise. The conduit system shall be a complete system with the following accessories: Manhole Terminator Kits Deflection Fittings Offset Fittings Expansion/Contraction
Fittings Repair Kits Conduit and Innerduct Plugs Pull string Pull rope Conduit spacers Split Plugs 9-29.1(5)A Rigid Galvanized Steel Outerduct With PVC or PE Innerduct Each section
of steel outerduct shall be supplied with one reversing spin coupling that allows straight sections and fittings to be joined without spinning the conduit. The reversing coupling shall
be galvanized and have three setscrews or a lock nut ring to lock the coupling in place. Setscrews or lock nut ring shall be galvanized or stainless steel and ensure continuous electrical
ground. The couplings shall be galvanized steel with the same material properties as the conduit. The conduit system shall be designed so that assembly of components can be accomplished
in the following steps: 1. Loosen setscrews or lock nut ring on coupling and spin back to allow for insertion. 2. Spin coupling mating sections forward to bottom. 3. Tighten setscrews
on lock nut ring. 2022 Standard Specifications M 41-10 Page 9-185 Illumination, Signal, Electrical 9-29 9-29.1(5)B Rigid PVC Outerduct With PVC or PE Innerduct Protective outerduct
for Schedule 40 PVC and Schedule 80 PVC conduit outerduct shall be 4 inch with a minimum 5-inch extended integral “bell end” and shall be gray in color. The outerduct minimum wall thickness
shall be 0.23 inch for Schedule 40 PVC and 0.32 inch for Schedule 80 PVC. Conduit and fittings for PVC outerduct shall be manufactured with an ultraviolet inhibitor. The coupling body
for PVC outerduct shall include a factory-assembled, multistage gasket that is antireversing, sealing both the outer and innerducts. A secondary midbody gasket shall be seated at the
shoulder of the bell to ensure air and water integrity of the system. The bell end and the coupling body assembly shall accept a minimum of 5 inches of the spigot end. The conduit system
shall be designed so that straight sections and fittings will assemble without the need for lubricants or cement. PVC outerduct shall have a longitudinal print-line that denotes “Install
This Side Up” for proper innerduct alignment. PVC outerducts shall have a circumferential ring on the spigot end of the duct to provide a reference point for ensuring the proper insertion
depth when connecting conduit ends. The line shall be a minimum of 5 inches from the end of the conduit. 9-29.1(5)C Innerduct for Straight Sections of Galvanized Steel Outerduct or
PVC Outerduct The innerducts shall have a minimum outside diameter of 1.25 inch and a minimum inside diameter of 1.2 inch. Larger-diameter innerducts may be provided if the wall thickness
and diameter tolerances are met. The tolerance for inside and outside diameters shall be 0.005 inch. The innerducts shall have a minimum wall thickness of 0.060 inch. Innerduct shall
be color coded and shall index a minimum of one innerduct with a different color. Alternate color codes are permitted as long as the color codes are contiguous between adjacent junction
boxes. The innerducts shall be factory installed in the outerduct. Dynamic coefficient of friction of innerducts shall be tested in accordance with Telcordia GR-356-CORE procedure.
The coefficient of friction shall be less than 0.30 between medium-density polyethylene jacketed fiber optic cable and the prelubricated innerduct. The coefficient of friction shall
be less than 0.10 between the ¼-inch diameter polypropylene rope (suitable for fiber optic cable pulling) and the prelubricated innerduct. Pull rope used for testing (meeting the 0.10
coefficient of friction requirement) shall be the same type as the pull rope used for cable installation. The Contractor shall provide as part of the conduit submittals a certificate
of compliance with these coefficient of friction requirements. The innerduct shall have a smooth, nonribbed interior surface, with a factory prelubricated coating. The coating shall
provide the required dynamic coefficient of friction. Innerduct shall be extruded polyvinyl chloride (PVC) or polyethylene (PE). Page 9-186 2022 Standard Specifications M 41-10 9-29
Illumination, Signal, Electrical The coupling body for the innerduct shall be factory assembled in the bell end of the outerduct and shall be manufactured from a high-impact engineered
thermoplastic. The coupling body face shall be supplied with lead-ins to facilitate assembly. All outerduct shall be marked with data traceable to plant location. 9-29.1(5)D Conduit
With Innerducts Fittings and Appurtenances Duct plugs shall be polypropylene and be equipped with a neoprene or polyurethane gasket. Plugs shall be equipped with an attachment to secure
the pull rope in the innerduct. The plug shall withstand 5 psi. 9-29.1(5)D1 Bends for 4-Inch PVC Conduit With Innerducts or Galvanized Steel Conduit With Innerducts All bend radii shall
be 36 inches or greater. The conduit system shall provide a complete line of fixed and flexible sweeps with system-compatible bell and spigot or threaded ends. The bends shall contain
high-temperature burn-through-resistant innerducts manufactured from PVC, PE, or Nylon-66. The innerducts shall meet all other requirements for innerduct in Sections 9-29.1(1) and 9-29.1(5)A.
9-29.1(5)D2 Prefabricated Fixed and Flexible Bends (for Innerducts) The prefabricated standard fixed PVC bends shall have a radius between 4 and 9 feet and sweep angles of 11.25, 22.5,
45, or 90 degrees. Flexible bends shall be prefabricated. These conduits may be field bent to a uniform radius no less than 4 feet. The field bend shall be no greater than 90 degrees.
Grounding shall be continuous in flexible bends. Outerduct for flexible ends shall be manufactured from reinforced PVC. Expansion and deflection fittings for rigid galvanized steel
conduit with innerduct shall be provided in accordance with Section 9-29.1(2)A. 9-29.1(6) Detectable Underground Warning Tape Detectable Underground Warning tape shall be Orange imprinted
in black lettering with the message “FIBER OPTIC CABLE BURIED BELOW” or equal. The warning tape shall be polyethylene with a metallic backing. The polyethylene shall be a minimum 4
mils thick and 3 inches wide. 9-29.1(7) Steel Casings Steel casing material shall conform to ASTM A252 Grade 2 or 3 or casing as approved by the Engineer. The Contractor shall furnish
pipe of adequate thickness to withstand the forces exerted by the boring operation as well as those forces exerted by the earth during installation and shall be a minimum of ⅜ inch
thick. All joints shall be welded by a welder qualified in accordance with AWS D1.1 structural welding code, Section 3. 2022 Standard Specifications M 41-10 Page 9-187 Illumination,
Signal, Electrical 9-29 9-29.1(8) Drilling Fluid Drilling fluid used for directional boring shall be an inert mixture of water and bentonite clay, conforming to the drilling equipment
manufacturer’s recommendations. 9-29.1(9) Repair Manufacturer repair kits shall be used for field repair of existing conduit, innerduct and outerduct. The conduit repair kit shall be
manufactured specifically for the repair of existing damaged conduit, inner duct and outer duct. The repair kit shall be prepackaged and include the split conduit and split couplings
necessary to restore the damaged conduit to the original inside dimensions including a water and air tight seal. 9-29.1(10) Pull Tape Pull tape shall be pre-lubricated polyester pulling
tape. The pull tape shall have a minimum width of ½-inch and a minimum tensile strength of 500 pounds. Pull tape may have measurement marks. 9-29.1(11) Foam Conduit Sealant Foam conduit
sealant shall be self-expanding waterproof foam designed to prevent both water and pest intrusion. The foam shall be designed for use in and around electrical equipment, including both
insulated and bare conductors. 9-29.2 Junction Boxes, Cable Vaults, and Pull Boxes The Contractor shall perform quality control inspection. The Contracting Agency intends to perform
Quality Assurance Inspection. By its inspection, the Contracting Agency intends only to verify the quality of that Work. This inspection shall not relieve the Contractor of any responsibility
for identifying and replacing defective material and workmanship. Prior to the start of production of the precast concrete units, the Contractor shall advise the Engineer of the production
schedule. The Contractor shall give the Inspector safe and free access to the Work. If the Inspector observes any nonspecification Work or unacceptable quality control practices, the
Inspector will advise the plant manager. If the corrective action is not acceptable to the Engineer, the unit(s) will be rejected. 9-29.2(1) Junction Boxes For the purposes of this
Specification concrete is defined as portland cement or blended hydraulic cement concrete and non-concrete is all others. The Contractor shall provide shop drawings for all components,
hardware lid, frame, reinforcement, and box dimensions. The shop drawings shall be prepared by (or under the supervision of) a Professional Engineer, licensed under Title 18 RCW, State
of Washington, in the branch of Civil or Structural. Each sheet shall carry the following: Page 9-188 2022 Standard Specifications M 41-10 9-29 Illumination, Signal, Electrical 1.
Professional Engineer’s original signature, date of signature, original seal, and registration number. If a complete assembly drawing is included which references additional drawing
numbers, including revision numbers for those drawings, then only the complete assembly drawing is required to be stamped. 2. The initials and dates of all participating design professionals.
3. Clear notation of all revisions including identification of who authorized the revision, who made the revision, and the date of the revision. Design calculations shall carry on the
cover page, the Professional Engineer’s original signature, date of signature, original seal, and registration number. For each type of junction box, or whenever there is a change to
the junction box design, a proof test, as defined in this Specification, shall be performed and new shop drawings submitted. 9-29.2(1)A Standard Duty Junction Boxes Standard Duty Junction
Boxes are defined as Type 1, 2 and 8 junction boxes and shall have a minimum load rating of 22,500 pounds and be tested in accordance with Section 9-29.2(5). A complete Type 8 Junction
Box includes the spread footing shown in the Standard Plans. All Standard Duty Junction Boxes placed in sidewalks, walkways, and shared use paths shall have slip resistant surfaces.
Non-slip lids and frames shall be hot dip galvanized in accordance with AASHTO M111. 9-29.2(1)A1 Concrete Junction Boxes The Standard Duty Concrete Junction Box steel frame, lid support,
and lid shall be painted with a black paint containing rust inhibiters or painted with a shop applied, inorganic zinc primer in accordance with Section 6-07.3, or hot-dip galvanized
in accordance with AASHTO M 111. Concrete used in Standard Duty Junction Boxes shall have a minimum compressive strength of 6,000 psi when reinforced with a welded wire hoop, or 4,000
psi when reinforced with welded wire fabric or fiber reinforcement. The frame shall be anchored to the box by welding headed studs ⅜ by 3 inches long, as specified in Section 9-06.15,
to the frame. The wire fabric shall be attached to the studs and frame with standard tie practices. The box shall contain ten studs located near the centerline of the frame and box
wall. The studs shall be placed one anchor in each corner, one at the middle of each width and two equally spaced on each length of the box. 2022 Standard Specifications M 41-10 Page
9-189 Illumination, Signal, Electrical 9-29 Materials for Type 1, 2, and 8 Concrete Junction Boxes shall conform to the following: Materials Requirement Concrete Section 6-02 Reinforcing
Steel Section 9-07 Fiber Reinforcing ASTM C1116, Type III Lid ASTM A786 diamond plate steel Slip Resistant Lid ASTM A36 steel Frame ASTM A786 diamond plate steel or ASTM A36 steel Slip
Resistant Frame ASTM A36 steel Lid Support ASTM A36 steel, or ASTM A1011 SS Grade 36 (or higher) Handle & Handle support ASTM A36 steel, or ASTM A1011 CS (Any Grade) or SS (Any Grade)
Anchors (studs) Section 9-06.15 Bolts, Studs, Nuts, Washers ASTM F593 or A193, Type 304 or 316, or Stainless Steel grade 302, 304, or 316 steel in accordance with approved shop drawings
Locking and Latching Mechanism Hardware and Bolts In accordance with approved shop drawings 9-29.2(1)A2 Non-Concrete Junction Boxes Material for the non-concrete junction boxes shall
be of a quality that will provide for a similar life expectancy as portland cement or blended hydraulic cement concrete in a direct burial application. Type 1, 2, and 8 non-concrete
junction boxes shall have a Design Load of 22,500 pounds and shall be tested in accordance with Section 9-29.2(5). Non-concrete junction boxes shall be gray in color and have an open
bottom design with approximately the same inside dimensions, and present a load to the bearing surface that is less than or equal to the loading presented by the concrete junction boxes
shown in the Standard Plans. Nonconcrete junction box lids shall be steel and shall include a pull slot and shall be secured with two stainless steel Penta-head auger bolts recessed
into the cover. The tapped holes for the securing bolts shall extend completely through the box to prevent accumulation of debris. Bolts shall conform to ASTM F593, stainless steel.
Page 9-190 2022 Standard Specifications M 41-10 9-29 Illumination, Signal, Electrical 9-29.2(1)B Heavy-Duty Junction Boxes Heavy-Duty Junction Boxes are defined as Type 4, 5 and 6
junction boxes and shall be concrete and have a minimum vertical load rating of 46,000 pounds without permanent deformation and 60,000 pounds without failure when tested in accordance
with Section 9-29.2(5). The Heavy-Duty Junction Box steel frame, lid support and lid fabricated from steel plate and shapes shall be painted with a shop applied, inorganic zinc primer
in accordance with Section 6-07.3. Ductile iron and gray iron castings shall not be painted. The concrete used in Heavy-Duty Junction Boxes shall have a minimum compressive strength
of 4,000 psi. Materials for Type 4, 5, and 6 Concrete Junction Boxes shall conform to the following: Materials Requirement Concrete Section 6-02 Reinforcing Steel Section 9-07 Lid ASTM
A786 diamond plate steel, rolled from plate complying with ASTM A572, grade 50 or ASTM A588, and having a min. CVN toughness of 20 ft-lb at 40 degrees F Or Ductile iron casting meeting
Section 9-05.15 Frame and stiffener plates ASTM A572 grade 50 or ASTM A588, both with min. CVN toughness of 20 ft-lb at 40 degrees F Or Gray iron casting meeting Section 9-05.15 Handle
ASTM A36 steel or ASTM A1011 Grade CS or SS Anchors (studs) Section 9-06.15 Threaded Anchors for Gray Iron Frame ASTM F1554 grade 55 Headed Anchor Requirements Bolts, Studs, Nuts, Washers
ASTM F593 or A193, Type 304 or 316, or Stainless steel grade 302, 304, or 316 in accordance with approved shop drawing Hinges and Locking and Latching Mechanism and associated Hardware
and Bolts In accordance with approved shop drawings Safety Bars In accordance with approved shop drawings The bearing seat and lid perimeter shall be free from burrs, dirt, and other
foreign debris that would prevent solid seating. Bolts and nuts shall be liberally coated with antiseize compound. Bolts shall be installed snug tight. The bearing seat and lid perimeter
shall be machined to allow a minimum of 75 percent of the bearing areas to be seated with a tolerance of 0.0 to 0.005 inches measured with a feeler gage. The bearing area percentage
will be measured for each side of the lid as it bears on the frame. 2022 Standard Specifications M 41-10 Page 9-191 Illumination, Signal, Electrical 9-29 9-29.2(2) Cable Vaults and
Pull Boxes Cable Vaults and Pull Boxes shall be constructed as a concrete box and as a concrete lid. The lids for the Cable Vaults and Pull Boxes shall be interchangeable and both shall
fit the same box as shown in the Standard Plans. The Contractor shall provide shop drawings for all components, including concrete box, Cast Iron Ring, Ductile Iron Lid, Steel Rings,
and Lid. In addition, the shop drawings shall show placement of reinforcing steel, knock outs, and any other appurtenances. The shop drawing shall be prepared by or under the direct
supervision of a Professional Engineer, licensed under Title 18 RCW, State of Washington, in the branch of Civil or Structural. Each sheet shall carry the following: 1. Professional
Engineer’s original signature, date of signature, original seal, and registration number. If a complete assembly drawing is included which references additional drawing numbers, including
revision numbers for those drawings, then only the complete assembly drawing is required to be stamped. 2. The initials and dates of all participating design professionals. 3. Clear
notation of all revisions including identification of who authorized the revision, who made the revision, and the date of the revision. Design calculations shall carry on the cover
page, the Professional Engineer’s original signature, date of signature, original seal, and registration number. For each type of box or whenever there is a change to the Cable Vault
or Pull Box design, a proof test, as defined in this Specification, shall be performed and new shop drawings submitted. 9-29.2(2)A Standard Duty Cable Vaults and Pull Boxes Standard
Duty Cable Vaults and Pull Boxes shall be concrete and have a minimum load rating of 22,500 pounds and be tested in accordance with Section 9-29.2(5). For the purposes of this Section,
Small Cable Vaults are considered a type of Standard Duty Cable Vault. Concrete for Standard Duty Cable Vaults and Pull Boxes shall have a minimum compressive strength of 4,000 psi.
The lid frame shall be anchored to the vault/box concrete lid by welding headed studs ⅜ by 3 inches long, as specified in Section 9-06.15, to the frame. The wire fabric shall be attached
to the studs and frame with standard tie practices. The vault/box concrete lid shall contain ten studs located near the centerline of the frame and wall. Studs shall be placed one anchor
in each corner, one at the middle of each width and two equally spaced on each length of the vault/box. The steel frame, lid support, and lid shall be painted with a black paint containing
rust inhibiters or painted with a shop applied, inorganic zinc primer in accordance with Section 6-07.3 or hot-dip galvanized in accordance with AASHTO M111. All Standard Duty Cable
Vaults and Pull Boxes placed in sidewalks, walkways, and shareduse paths shall have slip-resistant surfaces. The steel frame, lid support, and lid for the Standard Duty Cable Vaults
and Pull Boxes shall be hot-dip galvanized. Page 9-192 2022 Standard Specifications M 41-10 9-29 Illumination, Signal, Electrical Materials for Standard Duty Cable Vaults and Pull
Boxes shall conform to the following: Materials Requirement Concrete Section 6-02 Reinforcing Steel Section 9-07 Lid ASTM A786 diamond plate steel Slip Resistant Lid ASTM A36 steel
Frame ASTM A36 steel Slip Resistant Frame ASTM A36 steel Lid Support ASTM A36 Steel, or ASTM A1011 Grade SS Handle & Handle Support ASTM A36 steel or ASTM A1011 Grade CS or SS Anchors
(studs) Section 9-06.15 Bolts, Studs, Nuts, Washers ASTM F593 or A193, type 304 or 316, or Stainless steel grade 302, 304, 316 in accordance with approved shop drawing Hinges and Locking
Mechanism Hardware and Bolts In accordance with approved shop drawings 9-29.2(2)B Heavy-Duty Cable Vaults and Pull Boxes Heavy-Duty Cable Vaults and Pull Boxes shall be constructed
of concrete having a minimum compressive strength of 4,000 psi, and have a minimum vertical load rating of 46,000 pounds without permanent deformation and 60,000 pounds without failure
when tested in accordance with Section 9-29.2(5). Materials for Heavy Duty Cable Vaults and Pull boxes shall conform to the following: Materials Requirement Concrete Section 6-02 Reinforcing
Steel Section 9-07 Cover Section 9-05.15(1) Ring Section 9-05.15(1) Anchors (studs) Section 9-06.15 Bolts, Nuts, Washers ASTM F593 or A193, Type 304 or 316, or Stainless steel grade
302, 304, 316 in accordance with approved shop drawing 2022 Standard Specifications M 41-10 Page 9-193 Illumination, Signal, Electrical 9-29 9-29.2(3) Structure Mounted Junction Box
Surface mounted junction boxes and concrete embedded junction boxes installed in castin-place structures shall be stainless steel NEMA 4X. Concrete embedded junction boxes installed
in structures constructed by slip forming shall be stainless steel NEMA 3R and shall be adjustable for depth, with depth adjustment bolts, which are accessible from the front face of
the junction box with the lid installed. NEMA stainless steel junction boxes and cover screws shall conform to ASTM A304. Junction boxes installed on exterior of structures shall have
an external hinge. Junction boxes shall be labeled with the appropriate designation. Polyethylene drain tubes for junction boxes mounted in structures shall be ⅜-inch diameter with
a wall thickness of 0.062 inches and shall be rated for a 110 psi working pressure at 73°F. The size of NEMA 4X junction boxes and NEMA 3R junction boxes shall be as shown in the Plans.
9-29.2(4) Cover Markings Junction boxes, cable vaults, and pull boxes with metallic lids shall be marked with the appropriate legend in accordance with the bead weld details in the
Standard Plans. Non-metallic lids shall be embossed with the appropriate legend and a non-skid surface. Legends for metallic lids and non-metallic lids shall be 1-inch nominal height.
Junction boxes, cable vaults and pull boxes shall be marked or embossed for use in accordance with the Plans and following schedule: System Type Legend Traffic Signal Interconnect COMM
Fiber Optic Trunk Lines ITS Fiber Optic Laterals ITS ITS Cabinet (any type) to Field Equipment (CCTV, Detection, VMS, etc.) ITS Telephone (POTS or DSL) Service Drop TEL System Type
Legend Power, Service to Signal or ITS Cabinet LT Power, Service to Transformer LT Power, Lighting Circuits LT Power, Metering point (pedestal, pole, etc.) to Service Cabinet PWR Signal
Cabinet to Field Equipment (Displays, Detection, etc.) TS Spare junction boxes connected to a labeled system shall use the same system label. Spare junction boxes that are not connected
to a labeled system may be left unlabeled (blank). Page 9-194 2022 Standard Specifications M 41-10 9-29 Illumination, Signal, Electrical 9-29.2(5) Testing Requirements The Contractor
shall provide for testing of junction boxes, cable vaults and pull boxes. Junction boxes, cable vaults and pull boxes shall be tested by an independent materials testing facility, and
a test report issued documenting the results of the tests performed. For each junction box, vault and pull box type, the independent testing laboratory shall meet the requirements of
AASHTO R 18 for Qualified Tester and Verified Test Equipment. The test shall be conducted in the presence of a Professional Engineer, licensed under Title 18 RCW, State of Washington,
in the branch of Civil or Structural, and each test sheet shall have the Professional Engineer’s original signature, date of signature, original seal, and registration number. One copy
of the test report shall be furnished to the Contracting Agency certifying that the box and cover meet or exceed the loading requirements for that box type, and shall include the following
information: 1. Product identification. 2. Date of testing. 3. Description of testing apparatus and procedure. 4. All load deflection and failure data. 5. Weight of box and cover tested.
6. Upon completion of the required test(s) the box shall be loaded to failure or to the maximum load possible on the testing machine (70,000 pounds minimum). 7. A brief description
of type and location of failure or statement that the testing machine reached maximum load without failure of the box. 9-29.2(5)A Standard Duty Boxes and Vaults Standard Duty Concrete
Junction Boxes, Cable Vaults, and Pull Boxes shall be load tested to 22,500 pounds. The test load shall be applied uniformly through a 10 by 10 by 1-inch steel plate centered on the
lid. The test load shall be applied and released ten times, and the deflection at the test load and released state shall be recorded for each interval. At each interval the junction
box shall be inspected for lid deformation, failure of the lid/frame welds, vertical and horizontal displacement of the lid/frame, cracks, and concrete spalling. Concrete junction boxes
will be considered to have withstood the test if none of the following conditions are exhibited: 1. Permanent deformation of the lid or any impairment to the function of the lid. Permanent
deformation is defined as greater than 0.125 inches. 2. Vertical or horizontal displacement of the lid frame. 3. Cracks wider than 0.012 inches that extend 12 inches or more. 4. Fracture
or cracks passing through the entire thickness of the concrete. 5. Spalling of the concrete. 2022 Standard Specifications M 41-10 Page 9-195 Illumination, Signal, Electrical 9-29 9-29.2(5)B
Retrofit Security Lids for Standard Duty Concrete Junction Boxes Security lids used to retrofit existing Standard Duty Concrete Junction Boxes shall be tested as follows: 1. The security
lid shall be installed on any appropriately sized box that is currently approved on the Qualified Products List. 2. The security lid and box assembly shall be load tested in accordance
with Section 9-29.2(5)A. After the ten load cycles but before loading to failure, the security lid shall be fully opened and removed to verify operability. 3. The locking mechanism(s)
shall be tested as follows: a. The locking mechanism shall be cycled 250 times (locked, then unlocked again) at room temperature (60-80°F). If there is more than one identical locking
mechanism, only one needs to be cycled in this manner. b. Temperature changes should be limited to no more than 60°F per hour. c. The security lid shall be cooled to and held at -30°F
for 15 minutes. The locking mechanism shall then be cycled once to verify operation at this temperature. d. The security lid shall be heated to and held at 120-122°F for 15 minutes.
The locking mechanism shall then be cycled once to verify operation at this temperature. e. The security lid shall be temperature adjusted to and held at 110°F and 95 percent humidity
for 15 minutes. The locking mechanism shall then be cycled once to verify operation at this temperature and humidity. 9-29.2(5)C Standard Duty Non-Concrete Junction Boxes Non-concrete
Junction Boxes shall be tested in the same manner as for Standard Duty Boxes and Vaults described in Section 9-29.2(5)A. In addition, the Contractor shall provide a Manufacturer Certificate
of Compliance for each non-concrete junction box installed. 9-29.2(5)D Heavy-Duty Boxes and Vaults Heavy-Duty Junction Boxes, Cable Vaults, and Pull Boxes shall be load tested to 46,000
pounds. The test load shall be applied vertically through a 10 by 20 by 1-inch steel plate centered on the lid with an orientation both on the long axis and the short axis of the junction
box. The test load shall be applied and released ten times on each axis. The deflection at the test load and released state shall be recorded for each interval. At each interval the
test box shall be inspected for lid deformation, failure of the lid or frame welds, vertical and horizontal displacement of the lid frame, cracks, and concrete spalling. After the twentieth
loading interval the test shall be terminated with a 60,000 pound load being applied vertically through the steel plate centered on the lid and with the long edge of steel plate orientated
parallel to the long axis of the box. Heavy-Duty Junction Boxes will be considered to have withstood the 46,000 pound test if none of the following conditions are exhibited: Page 9-196
2022 Standard Specifications M 41-10 9-29 Illumination, Signal, Electrical 1. Permanent deformation of the lid or any impairment to the function of the lid. Permanent deformation is
defined as greater than 0.125 inches. 2. Vertical or horizontal displacement of the lid frame. 3. Cracks wider than 0.012 inches that extend 12 inches or more. 4. Fracture or cracks
passing through the entire thickness of the concrete. 5. Spalling of the concrete. Heavy-Duty Junction Boxes will be considered to have withstood the 60,000 pound test if all of the
following conditions are exhibited: 1. The lid is operational. 2. The lid is securely fastened. 3. The welds have not failed. 4. Permanent dishing or deformation of the lid is ¼ inch
or less. 5. No buckling or collapse of the box. 9-29.3 Fiber Optic Cable, Electrical Conductors, and Cable 9-29.3(1) Fiber Optic Cable All fiber optic cables shall be single mode fiber
optic cables unless otherwise specified in the Contract. All fiber optic cables shall meet the following requirements: 1. Compliance with the current version of ANSI/ICEA S-87-640.
A product data specification sheet clearly identifying compliance or a separate letter from manufacturer to state compliance shall be provided. 2. Cables shall be gel free, loose tube,
low water peak, and all dielectric with no metallic component. 3. Cables shall not be armored unless specified in the Contract. 4. Cables shall be approved for mid-span entries and
be rated by the manufacturer for outside plant (OSP) use, placement in underground ducts, and aerial installations. 5. Fiber counts shall be as specified in the Contract. 6. Fibers
and buffer tubes shall be color coded in accordance with the current version of EIA/TIA-598. 7. Fibers shall not have any factory splices. 8. Outer Jacket shall be Type M (Medium Density
Polyethylene). Outer jacket shall be free from holes, splits, blisters, or other imperfections and must be smooth and concentric as is consistent with the best commercial practice.
9. A minimum of one (1) rip cord is required for each cable. 2022 Standard Specifications M 41-10 Page 9-197 Illumination, Signal, Electrical 9-29 10. Cable markings shall meet the
following additional requirements: a. Color shall be white or silver. b. Markings shall be approximately 3 millimeters (118 mils) in height, and dimensioned and spaced to produce good
legibility. c. Markings shall include the manufacturer’s name, year of manufacture, the number of fibers, the words “OPTICAL CABLE”, and sequential length marks. d. Sequential length
markings shall be in meters or feet, spaced at intervals not more than 1 meter or 2 feet apart, respectively. e. The actual cable length shall not be shorter than the cable length marking.
The actual cable length may be up to 1 percent longer than the cable length marking. f. Cables with initial markings that do not meet these requirements will not be accepted and may
not be re-marked. 11. Short term tensile strength shall be a minimum of 600 pounds (lbs). Long term tensile strength shall be a minimum of 180 pounds (lbs). Tensile strength shall be
achieved using a fiberglass reinforced plastic (FRP) central member and / or aramid yarns. 12. All cables shall be new and free of material or manufacturing defects and dimensional
non-uniformity that would: a. Interfere with the cable installation using accepted cable installation practices; b. Degrade the transmission performance or environmental resistance
after installation; c. Inhibit proper connection to interfacing elements; d. Otherwise yield an inferior product. 13. The fiber optic cables shall be shipped on reels with a drum diameter
at least 20 times the diameter of the cable, in order to prevent damage to the cable. The reels shall be substantial and constructed so as to prevent damage during shipment and handling.
Reels shall be labeled with the same information required for the cable markings, with the exception that the total length of cable shall be marked instead of incremental length marks.
Reels shall also be labeled with the type of cable. 9-29.3(1)A Singlemode Fiber Optic Cable Single-Mode optical fibers shall be EIA/TIA 492-CAAB or ISO/IEC 11801 Type OS2, low water
peak zero dispersion fibers, meeting the requirements of ITU-T G.652.D. Page 9-198 2022 Standard Specifications M 41-10 9-29 Illumination, Signal, Electrical 9-29.3(1)B Multimode Optical
Fibers Where multimode fiber optic cables are specified in the Contract, the optical fibers shall be one of the following types, as specified in the Contract: 1. Type OM1, meeting the
requirements of EIA/TIA 492-AAAA-A or ISO/IEC 11801. The fiber core diameter shall be 62.5 µm. 2. Type OM2, meeting the requirements of EIA/TIA 492-AAAB-A or ISO/IEC 11801. The fiber
core diameter shall be 50 µm. All multimode optical fibers shall have a maximum attenuation of 3.0 dB/km at 850nm and 1.0 dB/km at 1300nm. Completed cable assemblies shall be rated
for 1000BaseLX Ethernet communications. 9-29.3(2) Electrical Conductors and Cable 9-29.3(2)A Single Conductor 9-29.3(2)A1 Single Conductor Current Carrying All current carrying single
conductors shall be stranded copper conforming to ASTM B3 and B8. Insulation shall be XLP (cross-linked polyethylene) or EPR (Ethylene Propylene Rubber), Type USE or USE-2, and rated
for 600-volts or higher. 9-29.3(2)A2 Grounding Electrode Conductor Grounding electrode conductor shall be bare or insulated stranded copper. The insulation shall be green or green with
a yellow tracer. 9-29.3(2)A3 Equipment Grounding and Bonding Conductors Equipment grounding and bonding jumper conductors shall be bare or green insulated, stranded copper with cross-linked
polyethylene insulation rated USE and 600-volts, with the exception that the equipment grounding and bonding jumper conductors installed between junction box, pull box, or cable vault
frame and lids shall be tinned, braided copper. 9-29.3(2)A4 Location Wire Location wire shall be steel core copper clad minimum size AWG 14 insulated conductor. The insulation shall
be orange High Molecular Weight High Density Polyethylene (HMHDPE), Type USE, or Type USE-2. 2022 Standard Specifications M 41-10 Page 9-199 Illumination, Signal, Electrical 9-29 9-29.3(2)B
Multi-Conductor Cable Two-conductor through 10-conductor unshielded signal control cable shall have stranded copper conductors and shall conform to International Municipal Signal Association
(IMSA) signal cable 20-1. 9-29.3(2)C Aluminum Cable Steel Reinforced Triplex or Quadraplex Type ACSR neutral self-supporting aerial conductors of the appropriate size for aluminum conductors
shall be used where required in the Contract. The neutral conductor shall be the same size as the insulated conductor. All conductors shall be stranded. 9-29.3(2)D Pole and Bracket
Pole and bracket cable shall be a two-conductor cable rated for 600-volts. The individual conductors shall be one red and one black 19-strand No. 10 AWG copper, assembled parallel.
The conductor insulation shall be 45-mil polyvinyl chloride or a 600-volt-rated cross-linked polyethylene. The Jacketing shall be polyethylene or polyvinyl chloride not less than 45
mils thick. If luminaires with remote ballasts are specified in the Contract, this same cable shall be used between luminaire and ballast for both timber and ornamental pole construction.
If the luminaire requires fixture wire temperatures greater than 75°C, the outer jacket shall be stripped for that portion of the cable inside the luminaire. The single conductors shall
then be sheathed with braided fiberglass sleeving of the temperature rating recommended by the luminaire manufacturer. 9-29.3(2)E Two-Conductor Shielded Two-conductor shielded (2CS)
cable shall have stranded 14 AWG (minimum) conductors and shall conform to IMSA Specification No. 50-2. 9-29.3(2)F Detector Loop Wire Detector loop wire may be 12 or 14 AWG stranded
copper wire, IMSA 51-3. 9-29.3(2)G Four-Conductor Shielded Cable Four-conductor shielded cable (4CS) shall consist of a cable with four stranded 18 AWG conductors with polypropylene
insulation, an aluminized polyester shield, water-blocking material in the cable interstices, and a 26-mil minimum outer jacket of polyethylene. The four-conductor assembly shall be
twisted six turns per foot. Each conductor shall have a different insulation color. Overall cable diameter shall be 0.25 inch maximum. Capacitance between adjacent pairs shall be 18
pf per foot and 15 pf per foot between diagonal pairs. The capacitances shall not vary more than 10 percent after a 10-day immersion test with ends exposed in a saturated brine solution.
Page 9-200 2022 Standard Specifications M 41-10 9-29 Illumination, Signal, Electrical 9-29.3(2)H Three-Conductor Shielded Cable Three-conductor shielded cable (3CS) for the detector
circuit for optical fire preemption receivers shall consist of three 20 AWG conductors with aluminized mylar shield and one No. 20 drain wire, all enclosed with an outer jacket. All
wires shall be 7 by 28 stranded tinned copper material. Conductor insulation shall be rated 75°C, 600 volt. The drain wire shall be uninsulated. Conductor color coding shall be yellow,
blue, and orange. DC resistance of any conductor or drain wire shall not exceed 11 ohms per 1,000 feet. Capacitance from one conductor to the other two conductors and shield shall not
exceed 48 pf per foot. The jacket shall be rated 80°C, 600 volt, with a minimum average wall thickness of 0.045 inch. The finished outside diameter of the cable shall be 0.3 inch maximum.
9-29.3(2)I Twisted Pair Communications Cable Twisted Pair Communications Cable shall meet RUS Specification 1755.390 and shall be AWG22 conductor. The cable shall have a petroleum compound
completely filling the inside of the cable and rated for OSP (Outside Plant) applications. 9-29.3(2)J Ethernet Cable Ethernet cable installed outside of buildings shall be Category
5E (Cat 5e), Category 6 (Cat 6), or Category 6A (Cat 6a) as appropriate or specified in the Plans. Locations outside of buildings include, but are not limited to, roadside cabinets
(service cabinets, traffic signal cabinets, ITS cabinets, etc.), exterior or underground conduit and on, or in, poles (light poles, signal poles, camera poles, etc.). All Ethernet cables
shall meet the following requirements: 1. Compliance with the requirements of ANSI/TIA-568-C.2. 2. Compliance with the appropriate ISO/IEC 11801 Class: a. Cat 5e: ISO/IEC 11801 Class
D. b. Cat 6: ISO/IEC 11801 Class E. c. Cat 6a: ISO/IEC 11801 Class EA. 3. Type F/UTP shielding. 4. Rated for outside plant (OSP) and/or direct burial installation. Cable rated for Engineered
Burial is acceptable only when installed in conduit (may not be direct buried). 5. Minimum 300V (RMS) UL insulation rating. Patch cables within a cabinet do not need to be rated for
OSP or direct burial but shall have some level of outdoor rating for protection from moisture. All cables shall include protective boots over the connectors. 2022 Standard Specifications
M 41-10 Page 9-201 Illumination, Signal, Electrical 9-29 Unless otherwise specified in the Contract, the following minimum cable types are required for the transmission speed listed:
1. 2.5GBASE-T (or slower): Cat 5e. 2. 5GBASE-T: Cat 6. 3. 10GBASE-T: Cat 6a. Ethernet Cables used for Power over Ethernet (PoE) shall have an IEEE 802.3 rating that meets or exceeds
the power use of the connected device. Ratings and wattage limits are as follows: 1. Up to 15W: 802.3at Type 1 2. Up to 30W: 802.3at Type 2 3. Up to 60W: 802.3bt Type 3 4. Up to 100W:
802.3bt Type 4 9-29.3(3) Wire Marking Sleeves Wire marking sleeves shall be full-circle in design, non-adhesive, printable using an indelible ink and shall fit snuggly on the wire or
cable. Marking sleeves shall be made from a PVC or polyolefin, and provide permanent identification for wires and cables. 9-29.4 Messenger Cable, Fittings Messenger cable shall be ⅜-inch,
7-wire strand messenger cables conforming to ASTM A475, extra-high-strength grade, 15,400-pound minimum breaking strength, Class A galvanized. Strain insulators shall be wet process
porcelain, conforming to EEI-NEMA Class 54-2 standards for 12,000-pound ultimate strength. Down guy assembly shall consist of an eight-way steel expanding anchor, having a minimum area
of 300 square inches, made of pressed steel, coated with asphalt or similar preservative, and fitted with a ¾-inch minimum guy eye anchor rod 8 feet long. As an alternate to expanding
anchors, screw-type anchors with two 8-inch helix, 3½-inch pitch, 1-inch by 7-foot guy anchor rod, and rated for 7,000-pound maximum torque may be installed. All pole hardware, bolts,
plate rods, hangers, clips, wire guards, and pole bands shall be hot-dip galvanized in conformance with the requirements of AASHTO M232. 9-29.5 Vacant Page 9-202 2022 Standard Specifications
M 41-10 9-29 Illumination, Signal, Electrical 9-29.6 Light and Signal Standards Light standards (including light standards with Type 1 or Type 2 luminaire arms) and signal standards
(including Types I, II, III, IV, V, PPB, PS, RM, FB, and CCTV) shall be in accordance with the details shown in the Plans, as specified in the Special Provisions and as outlined herein,
provided that only one luminaire arm type shall be used throughout the project. Fabrication of light and signal standards shall conform to the applicable requirements of Section 6-03.3(14).
Light standard, signal standards, slip base hardware and foundation hardware shall be hot-dip galvanized in accordance with AASHTO M111 and ASTM F 2329. Where colored standards are
required, standards shall be powder-coated after galvanizing in accordance with Section 6-07.3(11). The standard color shall be as specified in the Contract. Materials for steel light
and signal standards, and associated anchorage and fastening hardware, shall conform to Sections 9-29.6(1), 9-29.6(2), and 9-29.6(5) unless otherwise specified in one of the following
documents: 1. The steel light and signal standard fabricator’s preapproved plan as approved by the Washington State Department of Transportation and as identified in the Special Provisions.
2. The steel light and signal standard fabricator’s shop drawing submittal, including supporting design calculations submitted as a Type 2E Working Drawing in accordance with Section
8-20.2(1) and the Special Provisions. 9-29.6(1) Steel Light and Signal Standards Steel plates and shapes for light and signal standards shall conform to ASTM A36, except that structural
shapes may conform to ASTM A992. Shafts for light and signal standards, except Type PPB signal standards, shall conform to ASTM A572 Grade 50. Shafts and caps for Type PPB signal standards,
slipfitters for type PS I, FB, and RM signal standards, and all pipes shall conform to ASTM A53 Grade B. Base plates for light standards shall conform to ASTM A572, Grade 50, except
as otherwise noted in the Standard Plans for fixed base light standards. Base plates for signal standards shall conform to ASTM A36. Connecting bolts shall conform to ASTM F3125 Grade
A325. Fasteners for handhole covers, bands on lighting brackets, and connector attachment brackets shall conform to ASTM F593. Light and signal standards shall be hot-dip galvanized
in accordance with ASTM F 2329 and AASHTO M232. Steel used for light and signal standards shall have a controlled silicon content of either 0.00 to 0.06 percent or 0.15 to 0.25 percent.
Mill test certificates verifying the silicon content of the steel shall be submitted to both the galvanizer and the Engineer prior to beginning galvanizing operations. 2022 Standard
Specifications M 41-10 Page 9-203 Illumination, Signal, Electrical 9-29 9-29.6(2) Slip Base Hardware Slip plates and anchor plates for light standards and for Type FB and RM signal
standards shall conform to the requirements of ASTM A572 Grade 50. The keeper plate shall be 28 gage, conforming to ASTM A653 coating designation G 90. Clamping bolts for slip base
assemblies and slip base adapters shall conform to ASTM F3125 Grade A325. Studs and bolts for slip base adapters shall conform to ASTM F3125 Grade A325. Nuts shall conform to ASTM A563
Grade DH. Hardened washers shall conform to ASTM F436. Plate washers shall conform to ASTM A36, and also shall conform to the flatness tolerances specified in ASTM F436 for circular
washers. Galvanized bolts shall meet Section 9-06.5(4). 9-29.6(3) Timber Light Standards, Timber Strain Poles, Timber Service Supports All timber poles used in illumination or traffic
signal systems shall be Douglas fir, machine shaved, roof sawed, conforming to the latest ANSI Specifications and Dimensions for Wood Poles. All timber poles shall be gained according
to industry standards. A dated nail or metallic date plate shall be set in the gain evidencing the year of treatment of the timber pole. All poles shall be treated with pentachlorophenol
in accordance with Section 9-09.3(1). Tops shall be sawed before treatment. Where holes are bored in poles to accommodate hanging bolts for brackets, transformers, guy assemblies, or
other accessories, such holes shall be painted with a solution of the above preservative. 9-29.6(4) Welding Welding of steel structures shall be in accordance with AWS D1.1/D1.1M, latest
edition, Structural Welding Code, and Section 6-03.3(25). 9-29.6(5) Foundation Hardware Anchor bolts for Type PPB, PS, I, FB, and RM signal standards shall conform to the requirements
of ASTM F1554, grade 55. Nuts shall meet the requirements of ASTM A563, grade A. Washers shall meet the requirements of ASTM F844 or F436. Anchor bolts, and associated nuts and washers,
for Type CCTV, II, III, IV, and V signal standards and luminaire poles shall conform to Section 9-06.5(4). Anchor rods conforming to ASTM A449 may be substituted, provided that the
galvanized ASTM A449 anchor rods having an ultimate tensile strength above 145 ksi shall be tested for embrittlement in accordance with either ASTM A143 (if the rod length is equal
to or greater than five times the bolt diameter) or ASTM F606 Section 7 (if the rod length is less than five times the nominal bolt diameter). All foundation hardware shall be 100 percent
hot-dip galvanized in accordance with AASHTO M111 and ASTM F 2329. Page 9-204 2022 Standard Specifications M 41-10 9-29 Illumination, Signal, Electrical 9-29.7 Luminaire Fusing and
Electrical Connections at Light Standard Bases, Cantilever Bases, and Sign Bridge Bases 9-29.7(1) Unfused Quick-Disconnect Connector Kits Unfused quick-disconnect connector kits shall
conform to the following requirements: 1. The copper pin and copper receptacle shall be a crimped type of connection or a stainless steel set screw and lug connection to the cable.
The receptacle shall establish contact pressure with the pin through the use of a tinned copper or copper beryllium sleeve spring and shall be equipped with a disposable mounting pin.
The receptacle shall be fully annealed. Both the copper pin and receptacle shall have a centrally located recessed locking area adapted to be complementarily filled and retained by
the rubber housing. 2. The plug and receptacle housing shall be made of water-resistant synthetic rubber that is able to be buried in the ground or installed in sunlight. Each housing
shall provide a section to form a water-seal around the cable, have an interior arrangement to suitably and complementarily receive and retain the copper pin or receptacle, and a section
to provide a water-seal between the two housings at the point of disconnection. 3. The kit shall provide waterproof in-line connector protection with three cutoff sections on both the
line and load side to accommodate various wire sizes. All connections shall be as described in item “1” above. Upon disconnect, the connector shall remain in the load side of the kit.
9-29.7(2) Fused Quick-Disconnect Kits Fused quick-disconnect kits shall provide waterproof in-line fuse protection. The kit shall provide three cutoff sections on both lines and load
side to accommodate various wire sizes. All connections shall be as described in item “1” above. Upon disconnect, the fuse shall remain in the load side of the kit. Fuses furnished
for all lighting circuits shall be capable of handling the operating voltage of the circuit involved and shall have the following characteristics: 1. Fuses shall be capable of indefinitely
supporting 110 percent of the rated load. 2. Fuses shall be capable of supporting 135 percent of the rated load for approximately 1 hour. 3. A load of 200 percent of rated load shall
effectively cause instantaneous blowing of the fuse. 4. Fuses shall be rated as listed below and shall be sized to fit the fuse containers furnished on this project, according to the
manufacturer’s recommendations therefore. 5. Fuses shall be listed by a Nationally Recognized Testing Laboratory. 2022 Standard Specifications M 41-10 Page 9-205 Illumination, Signal,
Electrical 9-29 Luminaire Size Service Voltage 480V 240V 120V 1,000W 10A 15A 30A 750W 5A 10A 20A 700W 5A 10A 20A 400W 5A 10A 15A 310W 5A 5A 10A 250W 5A 5A 10A 200W 4A 5A 10A 175W 4A
5A 10A 150W 3A 4A 5A 100W 2A 3A 4A 70W 2A 2A 2A 50W 2A 2A 2A LED* 10A 10A 20A *Applies to all LED luminaires, regardless of wattage. Fuses for LED luminaires shall be slow blow. 9-29.8
Vacant 9-29.9 Ballast, Transformers Heat-generating components shall be mounted to use the portion of the luminaire upon which they are mounted as a heat sink. Capacitors shall be located
as far as practicable from heat-generating components or shall be thermally shielded to limit the fixture temperature to 160°F. Transformers and inductors shall be resin-impregnated
for protection against moisture. Capacitors, except those in starting aids, shall be metal cased and hermetically sealed. No capacitor, transformer, or other device shall employ the
class of compounds identified as polychlorinated biphenyls (PCB) as dielectric, coolants, or for any other purpose. 9-29.9(1) Ballast Each ballast shall have a name plate attached permanently
to the case listing all electrical data. A Manufacturer’s Certificate of Compliance, in accordance with Section 1-06.3, meeting the manufacturer’s and these Specifications’ requirements,
shall be submitted by the Contractor with each type of luminaire ballast. Ballasts shall be designed for continuous operation at ambient air temperatures from 20°F without reduction
in ballast life. Ballasts shall have a design life of not less than 100,000 hours. Ballasts shall be designed to operate for at least 180 cycles of 12 hours on and 12 hours off, with
the lamp circuit in an open or short-circuited condition and Page 9-206 2022 Standard Specifications M 41-10 9-29 Illumination, Signal, Electrical without measurable reduction in the
operating requirements. All ballasts shall be high power factor (90 percent). Ballasts shall be tested in accordance with the requirements of current ANSI C 82.6, Methods of Measurement
of High-Intensity-Discharge Lamp Ballasts. Starting aids for ballasts of a given lamp wattage shall be interchangeable between ballasts of the same wattage and manufacturer without
adjustment. Ballast assemblies shall consist of separate components, each of which shall be capable of being easily replaced. A starting aid will be considered as a single component.
Each component shall be provided with screw terminals, NEMA tab connectors or a single multi-circuit connector. All conductor terminals shall be identified as to the component terminal
to which they connect. Ballasts for high-pressure sodium lamps shall have a ballast characteristic curve which will intersect both of the lamp-voltage limit lines between the wattage
limit lines and remain between the wattage limit lines throughout the full range of lamp voltage. This requirement shall be met not only at the rated input voltage of the ballast, but
also the lowest and highest input voltage for which the ballast is rated. Throughout the lifetime of the lamp, the ballast curve shall fall within the specified limits of lamp voltage
and wattage. All luminaires ballasts shall be located within the luminaire housing. The only exception shall be ballasts to be mounted on lowering assemblies and shall be external to,
and attached to the fixture assembly. Ballast Characteristics for High Pressure Sodium (HPS) and Metal Halide (MH) Sources shall be: Source Line Volt. Lamp Wattage Ballast Type Input
Voltage Variation Lamp Wattage Variation HPS any 70 400 Mag. Reg. Lag 10% 18% HPS any 750 1000 Auto Reg. Lead CWA 10% 30% MH any 175 400 Mag. Reg. Lag 10% 18% MH any 1000 Auto Reg.
Lead CWA 10% 30% 9-29.9(2) Transformers The transformers to be furnished shall be indoor/outdoor dry type transformers rated as shown in the Plans. The transformer coils, buss bar,
and all connections shall be copper. Transformers, 7.5 KVA and larger shall be supplied with two full capacity taps, one at 5 percent and one at 10 percent below the normal full capacity.
9-29.10 Luminaires All luminaires shall have their components secured to the luminaire frame with ANSI 300 series chrome-nickel grade stainless steel, zinc dichromate-coated steel,
or ceramiccoated steel hardware. The luminaire slip-fitter bolts shall be stainless steel, hot-dip 2022 Standard Specifications M 41-10 Page 9-207 Illumination, Signal, Electrical 9-29
galvanized steel, zinc dichromate-coated steel, or ceramic-coated steel. All internal luminaire assemblies shall be assembled on or fabricated from either stainless steel or galvanized
steel. The housing, complete with integral ballast, shall be weathertight. The temperature rating of all wiring internal to the luminaire housing, excluding the pole and bracket cable,
shall equal or exceed 200°F. All LED luminaires shall have a Correlated Color Temperature (CCT) of 3000K nominal and a Color Rendering Index (CRI) of 70 or greater. LED output shall
be a minimum of 85 percent at 75,000 hours at 25 degrees Celsius. All luminaires shall be provided with markers for positive identification of light source type and wattage in accordance
with ANSI C136.15-2011, with the exception that LED luminaires shall be labeled with the wattage of their conventional luminaire equivalents. Do not include the text “LED” for LED luminaire
labels. Legends shall be sealed with transparent film resistant to dust, weather, and ultraviolet exposure. Legends shall correspond to the following code: Conventional Lamp Wattage
Conventional Wattage Legend Equivalent LED Legend 70 7 7E 100 10 10E 150 15 15E 175 17 17E 200 20 20E 250 25 25E 310 31 31E 400 40 40E 700 70 70E 750 75 75E 1,000 X1 X1E 9-29.10(1)
Conventional Roadway Luminaires All conventional roadway luminaires shall meet 3G vibration requirements as described in ANSI C136.31. All luminaires shall have housings fabricated
from aluminum. The housing shall be painted flat gray, SAE AMS Standard 595 color chip No. 26280, unless otherwise specified in the Contract. Painted housings shall withstand a 1,000
hour salt spray test as specified in ASTM B117. Each housing shall include a four bolt slip-fitter mount capable of accepting a nominal 2” tenon and adjustable within +/- 5 degrees
of the axis of the tenon. The clamping bracket(s) and the cap screws shall not bottom out on the housing bosses when adjusted within the +/- 5 degree range. No part of the slipfitter
mounting brackets on the luminaires shall develop a permanent set in excess of 0.2 inch when the cap screws used Page 9-208 2022 Standard Specifications M 41-10 9-29 Illumination,
Signal, Electrical for mounting are tightened to a torque of 32 foot-pounds. Each luminaire shall include leveling reference points for both transverse and longitudinal adjustment.
All luminaires shall include shorting caps when shipped. The caps shall be removed and provided to the Contracting Agency when an alternate control device is required to be installed
in the photocell socket. House side shields shall be included when required by the Contract. Order codes shall be modified to the minimum extent necessary to include the option for
house side shields. 9-29.10(1)A High Pressure Sodium (HPS) Conventional Roadway Luminaires HPS conventional roadway luminaires shall meet the following requirements: 1. General shape
shall be “cobrahead” style, with flat glass lens and full cutoff optics. 2. Light pattern distribution shall be IES Type III. 3. The reflector of all luminaires shall be of a snap-in
design or secured with screws. The reflector shall be polished aluminum or prismatic borosilicate glass. 4. Flat lenses shall be formed from heat resistant, high-impact, molded borosilicate
or tempered glass. 5. The lens shall be mounted in a doorframe assembly, which shall be hinged to the luminaire and secured in the closed position to the luminaire by means of an automatic
latch. The lens and doorframe assembly, when closed, shall exert pressure against a gasket seat. The lens shall not allow any light output above 90 degrees nadir. Gaskets shall be composed
of material capable of withstanding the temperatures involved and shall be securely held in place. 6. The ballast shall be mounted on a separate exterior door, which shall be hinged
to the luminaire and secured in the closed position to the luminaire housing by means of an automatic type of latch (a combination hex/slot stainless steel screw fastener may supplement
the automatic-type latch). 7. Each luminaire shall be capable of accepting a 150, 200, 250, 310, or 400 watt lamp complete and associated ballast. Lamps shall mount horizontally. 9-29.10(1)B
Light Emitting Diode (LED) Conventional Roadway Luminaires LED Conventional Roadway Luminaires are divided into classes based on their equivalent High Pressure Sodium (HPS) luminaires.
Current classes are 200W, 250W, 310W, and 400W. LED luminaires are required to be pre-approved in order to verify their photometric output. To be considered for pre-approval, LED luminaires
must meet the requirements of this section. LED luminaires shall include a removable access door, with tool-less entry, for access to electronic components and the terminal block. The
access door shall be removable, but include positive retention such that it can hang freely without disconnecting from the luminaire housing. LED drivers may be mounted either to the
interior of the luminaire housing or to the removable door itself. 2022 Standard Specifications M 41-10 Page 9-209 Illumination, Signal, Electrical 9-29 LED drivers shall be removable
for user replacement. All internal modular components shall be connected by means of mechanical plug and socket type quick disconnects. Wire nuts may not be used for any purpose. All
external electrical connections to the luminaire shall be made through the terminal block. LED luminaires shall not include a photocell receptacle. LED luminaires shall be available
for 120V, 240V, and 480V supply voltages. Voltages refer to the supply voltages to the luminaires present in the field. LED power usage shall not exceed the following maximum values
for the applicable wattage class: Class Max. Wattage 200W 110W 250W 165W 310W 210W 400W 275W Only one brand of LED conventional roadway luminaire may be used on a Contract. They do
not necessarily have to be the same brand as any high-mast, underdeck, or wall-mount luminaires when those types of luminaires are specified in the Contract. LED luminaires shall include
a standard 10 year manufacturer warranty. The list of pre-approved LED Conventional Roadway Luminaires is available at www.wsdot.wa.gov/Design/Traffic/ledluminaires.htm. 9-29.10(2)
Vacant 9-29.10(3) Vacant 9-29.10(4) Underdeck and Wall Mount Luminaires Underdeck luminaires shall be weatherproof and corrosion resistant. Light distribution shall be as shown on the
Contract. Each flush-mounted underdeck luminaire shall consist of a metal body, a prismatic refractor mounted in a doorframe, a prismatic glass or specular anodized aluminum reflector,
a ballast, and a ceramic lamp socket and be supplied complete with all fasteners. The body shall have provisions for anchoring to concrete. The refractor shall be glass and shall be
clearly identified as to “street side”. The doorframe assembly shall be hinged, gasketed and secured to the body. Each wall-mounted luminaire shall consist of a metal body, a prismatic
refractor mounted in a doorframe, an aluminum reflector with a specular anodized finish, an integral ballast and a ceramic lamp socket and supplied with all fasteners. The refractor
shall be glass. A gasket shall be provided between the refractor and the body of the fixture. All lamp sockets shall be positioned to locate the light center of the lamp within ½ inch
of the light center location for which the luminaire is designed. Ballasts for underdeck and wall luminaires shall conform to the provisions in Section 9-29.9. Ballasts for underdeck
and wall mount luminaires shall be installed in the luminaire housing. Page 9-210 2022 Standard Specifications M 41-10 9-29 Illumination, Signal, Electrical 9-29.11 Control Equipment
Illumination circuits shall be controlled by a combination of photoelectric controls and lighting contactors as noted in the Contract. 9-29.11(1) Time Clock Controls Time clocks, when
specified in the Contract, shall be solid state and shall have a battery backup. The clock shall provide four functions and shall be enclosed within a dust tight mounting case. The
unit shall be mounted on vibration dampened fittings. The unit shall be push button programmable with 15 events per week, selectable by day of week and time of day to the nearest minute.
The clock shall be accurate to plus or minus 15 seconds per month through a humidity variation of 0 to 95 percent and a temperature variation of 0ºF to 150ºF. The clock shall be within
plus or minus 10 seconds after 10 hours of battery backup operation. The backup battery shall operate for 24 hours minimum. Contacts shall be rated at 5 amps tungsten load for up to
100,000 cycles. Each clock function shall operate a 120 VAC normally open and normally closed set of contacts. 9-29.11(2) Photoelectric Controls The photoelectric control shall be the
twist-lock type and the light sensitive element shall be a solid-state photo diode. The control shall be designed to turn on at 3 foot-candles (32 lux) and turn off at 1.8 foot-candles
(20 lux). The lighting control shall not drift by more than 1 percent over a 10-year period. The output control relay shall have a 45-second time delay to prevent false turnoff caused
by momentary brightness. This output relay shall be rated 1,000 watts incandescent or 15 amps inductive load. The contacts shall be normally closed. The unit shall be designed to not
continuously pulse the output relay if the photo control bypass switch is energized. The lighting control shall have a built in metal oxide varistor (MOV) rated 180 joules for lightning
and transient protection. The control shall also have secondary zener diode and transient filter. The printed circuit board shall be coated to prevent corrosion. The normal operating
voltage range will be 105 to 285 VAC. 9-29.12 Electrical Splice Materials Circuit splicing materials shall meet the following specifications. 9-29.12(1) Illumination Circuit Splices
Underground illumination circuit splices shall be solderless crimped connections capable of securely joining the wires, both mechanically and electrically, as defined in Section 8-20.3(8).
Aerial illumination splices shall be solderless crimp connectors or split bolt vicetype connectors. 2022 Standard Specifications M 41-10 Page 9-211 Illumination, Signal, Electrical
9-29 9-29.12(2) Traffic Signal Splice Material Induction loop splices and magnetometer splices shall use an uninsulated barrel-type crimped connector capable of being soldered. 9-29.12(3)
Splice Enclosures 9-29.12(3)A Heat Shrink Splice Enclosure Heat shrink splice enclosures shall be medium or heavy wall cross-linked polyolefin, meeting the requirements of AMS-DTL-23053/15,
with thermoplastic adhesive sealant. Heat shrink splices used for “wye” connections require rubber electrical mastic tape. 9-29.12(3)B Molded Splice Enclosure Molded splice enclosures
shall use epoxy resin in a clear rigid plastic mold. The material used shall be compatible with the insulation material of the insulated conductor or cable. The component materials
of the resin insulation shall be packaged ready for convenient mixing without removing from the package. 9-29.12(4) Re-Enterable Splice Enclosure Re-enterable splice enclosures shall
use either dielectric grease or a flexible resin contained in a two-piece plastic mold. The mold shall either snap together or use stainless steel hose clamps. 9-29.12(5) Vinyl Electrical
Tape for Splices Vinyl electrical tape in splicing applications shall meet the requirements of MIL-I-24391C. 9-29.13 Control Cabinet Assemblies Control cabinet assemblies shall include
all necessary equipment and auxiliary equipment for controlling the operation of traffic signals, programmable message signs, illumination systems, ramp meters, data stations, CCTV,
and similar systems as required for the specific application. Traffic Signal Controller Cabinet Assemblies shall meet the requirements of the NEMA TS1 and TS2 specification or the California
Department of Transportation “Transportation Electrical Equipment Specifications” (TEES) dated March 12, 2009 and applicable errata, as defined in this specification. 9-29.13(1) Environmental,
Performance, and Test Standards for Solid-State Traffic Controller Assemblies The scope of this Specification includes the controller of solid-state design installed in a weatherproof
controller cabinet. The controller assembly includes the cabinet, controller unit, load switches, signal conflict monitoring circuitry, accessory logic circuitry, AC line filters, vehicle
detectors, coordination equipment and interface, and preemption equipment. NEMA control assemblies shall meet or exceed current NEMA TS 1 Environmental Standards. Normal operation will
be required while the control assembly is subjected to any combination of high and low environmental limits (such as low voltage Page 9-212 2022 Standard Specifications M 41-10 9-29
Illumination, Signal, Electrical at high temperature with high repetition noise transients). All other control equipment shall meet the environmental requirements of California Department
of Transportation “Transportation Electrical Equipment Specifications” (TEES) dated March 12, 2009 and applicable errata. The Contractor shall furnish to the Contracting Agency all
guarantees and warranties furnished as a normal trade practice for all control equipment provided. 9-29.13(2) Traffic Signal Controller Assembly Testing Each traffic signal controller
assembly shall be tested as follows. The Contractor shall: 1. Prior to shipping, arrange appointment for testing at the WSDOT Materials Laboratory. 2. Assembly shall be defined as tightening
all screws, nuts and bolts, verifying that all wiring is clear of moving parts and properly secured, installing all pluggables, connecting all cables and ensure that all Contract required
documents are present, proper documentation is provided, and all equipment required by the Contract is installed. 3. The Contractor shall demonstrate that all of the functions required
by the Contract perform as intended. Demonstration shall include energizing the cabinet and verifying that all 8 phases, 4 pedestrian movements and 4 overlaps (as required by the Contract
Provisions) operate per Section 9-29.13. The Contractor shall place the controller in minimum recall with interval timing set at convenient value for testing purposes. Upon a satisfactory
demonstration the controller assembly will then be accepted by WSDOT for testing. 4. If the assembly and acceptance for testing is not complete within 7 calendar days of delivery, the
Engineer may authorize the return of the assembly to the Contractor, with collect freight charges to the Contractor. 5. WSDOT will test each traffic signal control assembly in accordance
with the following test methods, WSDOT T 421, T 422, T 423, T 424, T 425, T 427, and T 428. 6. If the traffic signal control assembly passes all testing, the Contractor will be notified
where the assembly is to be picked-up for delivery to the project. The Contractor shall pick-up the assembly within 7 calendar days of notification. 7. If the traffic signal control
assembly fails testing, the Contractor has 7 calendar days to repair or replace any components that fail during the testing process at no cost to the Contracting Agency. All repairs
shall be completed during normal business hours for the State Materials Lab. A failure shall be defined as a component that no longer functions as intended under the conditions required
or does not meet the requirements of the Contract and is at the sole discretion of WSDOT. Once all repairs and replacement of components is complete WSDOT will retest the traffic controller
as specified in step 6 and all costs for retesting will be deducted from monies due or that may become due the Contractor. 2022 Standard Specifications M 41-10 Page 9-213 Illumination,
Signal, Electrical 9-29 9-29.13(3) Traffic Signal Controller The traffic signal controller shall conform to the Contract requirements and the applicable Specifications as listed below:
All solid-state electronic traffic-actuated controllers and their supplemental devices shall employ digital timing methods. 1. NEMA control and all auxiliary equipment shall conform
to current NEMA TS1 or TS2 Specification. Every pin of every connecting plug shall be utilized as described within the NEMA requirement, except that those pins identified as “spare”
or “future” shall remain unused. 2. Type 2070 controllers shall be Type 2070 ATC and conform to the TEES and the Advanced Transportation Controller (ATC 5201) Standard. The standard
2070 ATC controller shall include the Board Support Package (ATC 5201, Paragraph 3.3.1) in electronic format, and shall consist of the following: a. Type 2070LX Unit Chassis b. 2070-1C
CPU Module c. 2070-2E+ Field I/O Module d. 2070-3B or 2070-3D Front Panel. Newer front panels that are 2070-3B or 2070-3D compatible may be considered. e. 2070-4 Power Supply A spare
blank cover (4X wide), designed to cover the slot for the 2070-2E module when it is removed, shall also be provided. Type 2070 controllers shall support both serial bus (C12S) and parallel
bus (C1S) operation. Type 2070 controllers for ITS cabinets are required to be preapproved to ensure compatibility with ITS Operations Software. Type 2070 controllers preapproved for
use in WSDOT ITS cabinets are listed in the QPL. Type 2070 controllers for traffic signal systems are specified in the contract. 9-29.13(4) Traffic-Signal Controller Software All traffic
signal controllers shall operate with software specified in the contract. Traffic-actuated controllers shall be electronic devices which, when connected to traffic detectors or other
means of actuation, or both, shall operate the electrical traffic signal system at one or more intersections. If the complete traffic controller defined in the Special Provision requires
NTCIP compliance the following are the minimum requirements for NTCIP operation. Communication The traffic controller hardware and software shall communicate with the central computer
in a polled multi-drop operation. In the polled multi-drop operation, several traffic controllers shall share the same communication channel, with each Page 9-214 2022 Standard Specifications
M 41-10 9-29 Illumination, Signal, Electrical controller assigned a unique ID number. Controller ID numbers shall conform to the NTCIP requirements for address numbers. A traffic controller
shall only reply to messages labeled with its ID. In polled multi-drop mode, traffic controllers never initiate communication, but merely transmit their responses to messages from the
central computer. A laptop computer connected to the traffic controller’s local communication port shall have the same control and diagnostic capabilities as the central computer. However,
local laptop control capability shall be limited to that traffic controller. NTCIP Requirements The traffic controller software shall comply with the National Transportation Communications
for ITS Protocol (NTCIP) documents and all related errata sheets published before July 1, 1999 and as referenced herein. The traffic controller software shall support the following
standards: 1. NTCIP 1101, Simple Transportation Management Framework (STMF), Conformance Level 1 (Simple Network Management Protocol (SNMP)) 2. NTCIP 2001, Class B Profile. All serial
ports on the device shall support communications according to these standards. 3. NTCIP 2101, SP-PMPP/RS232 Point-to-Multi-Point Protocol (PMPP) 4. NTCIP 2201, NTCIP TP-Null Transport
Profile Null (TP-NULL) The traffic controller software shall implement all mandatory objects of all mandatory conformance groups as defined in NTCIP 1201, Global Object Definitions,
and NTCIP 1202, Object Definitions for Actuated Traffic Signal Controller Units. Software shall implement the following conformance groups: NTCIP 1202, Object Definitions for ASC Conformance
Group Reference Configuration 1201 2.2 Time Management Time Base Event Schedule Report 2.5 Phase 1202 2.2 Rings 2.8 Detector 2.3 Unit 2.4 Preempt 2.7 Time Base 2.6 Coordination 2.5
Channel 2.9 Overlaps 2.10 2022 Standard Specifications M 41-10 Page 9-215 Illumination, Signal, Electrical 9-29 The software shall implement the following optional objects: Objects
required by these specifications shall support all values within its standardized range. The standardized range is defined by a size, range, or enumerated listing indicated in the object’s
SYNTAX field and/or through descriptive text in the object’s description field. The following list indicates the modified object requirements for these objects. Object Name Object ID
Required Values Global Configuration moduleType Value 3 Database Management dBCreateTransaction All Values Database Management dBErrorType All values Time Management globslDaylightSavings
Values 2 and 3 Timebase Events Schedule maxTimeBaseScheduleEntries 16 Timebase Events Schedule MaxDayPlans 15 Timebase Events Schedule MaxDayEvents 10 Report maxEventLogCongifs 50 Report
MventConfigMode Values 2 thru 5 Report mventConfigAction Values 2 and 3 Report MaxEventLogSize 255 Report MaxEventClasses 7 PMPP maxGroupAddress 2 ASC Phase maxPhases 8 ASC Phase pPhaseStartp
Values 2 thru 6 ASC Phase phaseOptions All Values ASC Phase maxPhaseGroups 1 Rings maxRings 2 Rings maxSequences 16 Detector maxVehicleDetectors 64 Detector vehicleDetectorOptions All
Values Detector maxPedestrianDetector 8 Unit unitAutoPedestrianClear All Values Unit unitControlStatus All Values Unit unitFlashStatus All Values Unit unitControl All Values Unit maxAlarmGroups
1 Special Function maxSpecialFunctionsOutputs 8 Coordination coordCorrectionMode Values 2 thru 4 Coordination coordMaximumMode Values 2 thru4 Coordination coordForceMode Values 2 and
3 Coordination maxPatterns 48 Coordination patternTableType Either 2,3 or 4 Coordination maxSplits 16 Coordination splitMode Values 2 thru 7 Page 9-216 2022 Standard Specifications
M 41-10 9-29 Illumination, Signal, Electrical Object Name Object ID Required Values Coordination localFreeStatus Values 2 thru 11 Time Base maxTimebaseAscAction 48 Preempt maxPreempts
4 Preempt preemptControl All Values Preempt preemptState Values 2 thru 9 Overlaps maxOverlaps 4 Overlaps overlapType Value 2 and 3 Overlaps maxOverlapstatusGroup 1 Channels maxChannels
16 Channels channelControlGroup Values 2 thru 4 Channels channelFlash Value 0,2,4,6,8,10,12 and 14 Channels channelDim Values 0 thru 15 Channels maxChannelStatusGroup 2 TS 2 Port 1
maxPortAddresses 18 TS 2 Port 1 port1Table Values 2 and 3 *Values in excess of the minimum requirement are considered to meet the specification. Documentation Software shall be supplied
with all documentation on a USB Flash Drive. ASCII versions of the following Management Information Base (MIB) files in Abstract Syntax Notation 1 (ASN.1) format shall be provided on
a USB Flash Drive: 1. The official MIB Module referenced by the device functionality. 2. A manufacturer-specific version of the official MIB Module with the nonstandardized range indicated
in the SYNTAX field. The filename shall match the official MIB Module, with the extension “spc”. 3. A MIB Module of all manufacturer-specific objects supported by the device with accurate
and meaningful DESCRIPTION fields and the supported ranges indicated in the SYNTAX field. 9-29.13(5) Flashing Operations All traffic signals shall be equipped for flashing operation
of signal displays. Controllers and cabinets shall be programmed for flashing red displays for all approaches. During flashing operation, all pedestrian circuits shall be de-energized.
Actuated traffic signal control mechanisms shall be capable of entry into flash operation and return to stop-and-go operation as follows: 1. Terminal Strip Input (Remote Flash). When
called as a function of a terminal strip input, the controller shall provide both sequenced entry into flash and sequenced return to normal operation consistent with the requirements
of the latest edition of the Manual on Uniform Traffic Control Devices. 2022 Standard Specifications M 41-10 Page 9-217 Illumination, Signal, Electrical 9-29 2. Police Panel Switch.
When the flash-automatic switch located behind the police panel door is turned to the flash position, the signals shall immediately revert to flash; and, the controller shall have a
stop time input applied. When the switch is placed on automatic, the controller shall immediately time an 6 second all red period then resume stop-and-go operations at the beginning
of major street green. 3. Controller Cabinet Switches. When the flash-automatic switch located inside the controller cabinet is placed in the flash position, the signals shall immediately
revert to flash; however, the controller shall not have a stop time input applied. When the flash-automatic switch is placed in the automatic position, the controller shall immediately
time a 6 second all red period, then resume stop-and-go operation at the beginning of the major green. 4. Power Interruption. On “NEMA” controllers, for any power interruption longer
than 475 plus or minus 25 milliseconds, signals shall re-energize consistent with No. 2 above to ensure a 6-second flash period prior to the start of major street green. A power interruption
of less than 475 plus or minus 25 milliseconds shall not cause resequencing of the controller and the signal displays shall re-energize without change. Type 2070 controllers shall re-energize
consistent with No. 2 above after a power interruption of 1.75 plus or minus 0.25 seconds. The 6-second flash period will not be required. Any power interruption to a Type 2070 controller
shall result in a 6 second flash period once power is restored. 5. Conflict Monitor. Upon detecting a fault condition, the conflict monitor shall immediately cause the signal to revert
to flash and the controller to stop time. After the conflict monitor has been reset, the controller shall immediately take command of the signal displays at the beginning of major street
green. 9-29.13(6) Emergency Preemption Immediately after a valid call has been received, the preemption equipment shall cause the controller to terminate the appropriate phases as necessary
with the required clearance intervals and enter any programmed subsequent preemption sequence. Preemption sequences shall be as noted in the Contract. 9-29.13(7) Drawings and Wiring
Diagrams Schematic wiring diagrams of the controllers, cabinets and auxiliary equipment shall be submitted when the assemblies are delivered. The diagram shall show in detail all circuits
and parts. The parts shall be identified by name or number in a manner readily interpreted. Two hard copies and one PDF copy (on a USB flash drive)of each drawing, cabinet wiring diagram,
and component wiring diagram shall be furnished with each cabinet and placed in the drawer shelf. The schematic drawing shall consist of a single sheet, detailing all circuits and parts,
not to exceed 52-inches by 72-inches. The cabinet wiring diagram shall indicate and identify all wire terminations, all plug connectors, and the locations of all equipment in the cabinet.
Included in the diagram shall be an intersection sketch identifying all heads, detectors, and push buttons and a phase diagram. Page 9-218 2022 Standard Specifications M 41-10 9-29
Illumination, Signal, Electrical 9-29.13(8) Generator Transfer Switch A generator transfer switch shall be included on all Type 332, 332D, and 342LX cabinets. Generator transfer switches
shall be included on other cabinet types when specified in the contract. The Generator Transfer Switch shall be capable of switching power from a utility power source to an external
generator power source. The Transfer Switch enclosure shall be of identical materials and dimensions and installation methods as the Police Panel type enclosure specified in the first
paragraph of Section 9-29.13(10)D, with the exception that the enclosure door shall include a springloaded construction core lock capable of accepting a Best 6-pin or 7-pin CX series
core. The core lock shall be provided with a construction core, of the same color as the cabinet doors, installed. Upon contract completion, two master keys for the construction core
shall be delivered to the Engineer. The door shall be capable of being closed and locked while a generator cable is still plugged in, with the cable extending through a cable access
notch with moveable cover. The plug shall not be removable when the door is closed and locked. The enclosure shall include the following Transfer Switch equipment: 1. One NEMA L5-30P
Flanged Inlet generator connector 2. One Utility power indicator light 3. One generator indicator light 4. A manual transfer switch that shall utilize an open transition (break before
make) to ensure that utility power cannot be connected to the generator connection. The switch may be a rotary or similar switch, or may be composed of two circuit breakers. If two
circuit breakers are used, they shall be 30 amp, 120 volt, single pole, single phase, circuit breakers. Switch positions shall be labeled as “Generator” and “Utility”, with engraved
phenolic name plates; where circuit breakers are used, the individual circuit breakers shall be labeled instead of the switch positions. 5. Where circuit breakers are used as the transfer
switch, a mechanical lock out feature that prevents the Utility circuit breaker and the Generator circuit breaker from being in the ON position at the same time with the circuit breakers
being capable of being independently switched. Alternatively, circuit breakers shall be installed with one inverted and both mechanically connected such that both operate in unison
and one breaker opens before the other is closed. 6. The conductors from the Generator Transfer Switch enclosure to the cabinet circuit breaker shall be enclosed in nylon mesh sleeve.
7. The enclosure door shall be labeled with the letters “GTS”. 9-29.13(9) Vacant 2022 Standard Specifications M 41-10 Page 9-219 Illumination, Signal, Electrical 9-29 9-29.13(10) NEMA
and Type 2070 Controllers and Cabinets 9-29.13(10)A Auxiliary Equipment for NEMA Controllers The following auxiliary equipment shall be furnished and installed in each cabinet for NEMA
traffic-actuated controllers: 1. A solid-state Type 3 NEMA flasher with flash-transfer relay which will cut in the flasher and isolate the controller from light circuits. See Section
9-29.13(5) for operational requirements. 2. Modular solid state relay load switches of sufficient number to provide for each vehicle phase (including future phases if shown in the Plans),
each pedestrian phase and preemption sequence indicated in the Contract. Type P & R cabinets shall include a fully wired 16-position back panel. Solid-state load switches shall conform
to NEMA standards except only optically isolated load switches will be allowed. Load switches shall include indicator lights on the input and output circuits. The controller cabinet
shall have all cabinet wiring installed for eight vehicle phases, four pedestrian phases, four emergency pre-empts, four overlaps (OL A, B, C, D). 3. A power panel with: a. A control-display
breaker sized to provide 125 percent overload protection for all control equipment and signal displays, 20 ampere minimum. b. A 15 ampere accessory breaker wired parallel to the control
display breaker. The breaker will carry accessory loads, including vent fan, cabinet light, plug receptacle, etc. c. A busbar isolated from ground and unfused for the neutral side of
power supply. d. A radio interference suppresser installed at the input power point. Interference suppressers shall be of a design which will minimize interference in both broadcast
and aircraft frequencies, and shall provide a minimum attenuation of 50 decibels over a frequency range of 200 kilohertz to 75 megahertz when used in connection with normal installations.
The interference filters furnished shall be hermetically sealed in a substantial case filled with a suitable insulating compound. Terminals shall be nickel plated, 10-24 brass studs
of sufficient external length to provide space to connect two 8 AWG wires, and shall be so mounted that they cannot be turned in the case. Ungrounded terminals shall be insulated from
each other and shall maintain a surface leakage distance of not less than ½-inch between any exposed current conductor and any other metallic parts with an insulation factor of 100200
megohms dependent on external circuit conditions. Suppressers shall be designed for operations on 50 amperes, 125 volts, 60 cycles, single wire circuits, and shall meet standards of
the Underwriters’ Laboratories and the Radio Manufacturers Association. Page 9-220 2022 Standard Specifications M 41-10 9-29 Illumination, Signal, Electrical e. A Surge Protection
Device connected to the controller power circuit for protection against voltage abnormalities of 1 cycle or less duration. The Surge Protection Device shall be a solid state high energy
circuit containing no spark gap, gas tube, or crow bar component. The device shall provide transient protection between neutral and ground, line and ground, as well as line and neutral.
If the protection circuits fail, they shall fail to an open circuit condition. The minimum interrupting capacity shall be 10,000 Amps. The Voltage Protection Rating shall be 600 volts
or less when subjected to an impulse of 6,000 volts, 3,000 amp source impedance, 8.0/20 microsecond waveform as described in UL 1449. In addition, the device shall dissipate a 13,000
Amp or greater repeated single peak 8/20 microsecond current impulse, and withstand, without failure or permanent damage, one full cycle at 264 volts RMS. The device shall contain circuitry
to prevent self-induced regenerative ringing. There shall be a failure warning indictor which shall illuminate a red light or extinguish a green light when the device has failed and
is no longer operable. f. Cabinet ground busbar independent (150K ohms minimum) of neutral. 4. A police panel located behind the police panel door with a flash automatic switch and
a control-display power line on-off switch. See Section 9-29.13(5) for operational requirements. 5. An auxiliary control panel located inside the controller cabinet with a flash-automatic
switch and a controller on-off switch. See Section 9-29.13(5) for operational requirements. A three wire 15 ampere plug receptacle with grounding contact and 15 ampere ground fault
interrupter shall also be provided on the panel. 6. A conflict monitor conforming to NEMA standards. See Section 9-29.13(5) for operational requirements. The unit shall monitor conflicting
signal indications at the field connection terminals. The unit shall be wired in a manner such that the signal will revert to flash if the conflict monitor is removed from service.
Supplemental loads not to exceed 10 watts per monitored circuit or other means, shall be provided to prevent conflict monitor actuation caused by dimming or lamp burn-out. Supplemental
loads shall be installed on the control side of the field terminals. Conflict monitors shall include a minimum of one indicator light for each phase used. The monitoring capacity of
the unit shall be compatible with the controller frame size. Conflict monitors shall include a program card. 7. A “Detector Panel”, as specified in Section 9-29.13(10)B, shall be installed.
The panel shall be mounted on the inside of the front cabinet door. The detector panel shall be constructed as a single unit. Detector switches with separate operate, test, and off
positions shall be provided for each field detector input circuit. A high intensity light emitting diode (LED) shall be provided for each switch. The lamp shall energize upon vehicle,
pedestrian or test switch actuation. The test switch shall provide a spring loaded momentary contact that will place a call into the controller. When in the OFF position, respective
detector circuits will be disconnected. In the operate position, each respective detector circuit shall operate normally. Switches shall be provided on the panel with labels and functions
as follows: 2022 Standard Specifications M 41-10 Page 9-221 Illumination, Signal, Electrical 9-29 a. Display On — Detector indicator lights shall operate consistent with their respective
switches. b. Display Off — Detector indicator lights shall be de-energized. A means of disconnecting all wiring entering the panel shall be provided. The disconnect shall include a
means to jumper detection calls when the display panel is disconnected. All switches on the panel shall be marked with its associated Plan detector number. All markers shall be permanent.
8. Insulated terminal blocks of sufficient number to provide a termination for all field wiring. A minimum of 12 spare terminals shall be provided. Field wire connection terminal blocks
shall be 600 volt, heavy duty, barrier type, except loop detector leadins, which may be 300 volt. The 600 volt type terminal strips shall be provided with a field-side and a control-side
connector separated by a marker strip. The 300 volt type shall have a marker strip, installed on the right side of vertical terminal strips or below horizontal terminal strips. The
marker strip shall bear the circuit number indicated in the Plans and shall be engraved. Each connector shall be a screw type with No. 8 post capable of accepting no less than three
12 AWG wires fitted with spade tips. 9. A vent fan with adjustable thermostat. The minimum CFM rating of the fan shall exceed three times the cabinet volume. 10. All wiring within the
cabinet, exclusive of wiring installed by the signal controller manufacturer, shall have insulation conforming to the requirements of Section 9-29.3. Cabinet wiring shall be trimmed
to eliminate all slack and shall be laced or bound together with nylon wraps or equivalent. All terminals, shall be numbered and permanently identified with PVC or polyolefin wire marking
sleeve consistent with the cabinet wiring diagram provided by the signal controller manufacturer and the Contract. The cabinet will be completely wired so that the only requirement
to make a field location completely operational is to attach field power and ground wiring. Internal cabinet wiring shall not utilize the field side connections of the terminal strip
intended for termination of field wires. 11. Cabinet wiring diagram and component wiring diagrams meeting the requirements of Section 9-29.13(7) shall be furnished with each cabinet.
Each cabinet shall be equipped with a, shelf mounted roll out drawer mounted directly below the controller to house one or more cabinet wiring diagrams. The cabinet wiring diagram shall
indicate and identify all wire terminations, all plug connectors, and the locations of all equipment in the cabinet. Included in the diagram shall be an intersection sketch identifying
all heads, detectors, and push buttons; and a phase diagram. 12. Each vehicle detector amplifier, video detection output channel pedestrian call isolation unit, phase selector, discriminator,
and load switch shall be identified with semi-permanent stick-on type label. The following information shall be included: a. Vehicle Detector Amplifier Channel i. Loop number ii. Assigned
phase(s) Page 9-222 2022 Standard Specifications M 41-10 9-29 Illumination, Signal, Electrical b. Ped Call Isolation Unit i. Push button number ii. Assigned phase(s) c. Load Switches
i. Signal head number ii. Assigned phase(s) d. Phase Selectors i. Circuit Letter ii. Phase(s) called The label shall be placed on the face of the unit. It shall not block any switch,
light, or operational words on the unit. The lettering on this label shall be neat, legible, and easily read from a distance of approximately 6-feet. 9-29.13(10)B Auxiliary Equipment
for Type 2070 Assemblies The following requirements apply to required auxiliary equipment furnished with Type 2070 controllers: 1. Flashers, flash transfer relays, conflict monitor,
AC isolators, DC isolators, discriminator modules, program modules, modem modules, breakers, buses, police panel switches, receptacles requirement, vent fans, and auxiliary control
panel switches shall conform to the requirements noted in the TEES. DC isolators shall be capable of operating without 120 VAC available on the input file(s). 2. Flashing operation
shall conform to Section 9-29.13(5), except the 6-second flash period described in Item 2 of that section will not be required. Emergency preemption shall conform to Section 9-29.13(6).
3. Input and output terminals shall be installed with a marking strip with field wire numbers noted in the Contract embossed on the strip. All cabinet and field conductor shall have
a PVC or polyolefin wire marking sleeve installed, matching the input and output terminals above. Marking on sleeves shall be embossed or type written. 4. The input panel terminal blocks
TB 2 through TB 9 and associated cable to the input files as described in the TEES shall be provided in all control assemblies. 5. Supplemental load resistor, not less than 2000 ohms
and not greater than 5000 ohms not to exceed 10 watts per monitored circuit, shall be provided to prevent conflict monitor actuation caused by dimming or lamp burn-out. Individual supplemental
load resistors shall be installed within each output file on each of the following terminal circuits: 2022 Standard Specifications M 41-10 Page 9-223 Illumination, Signal, Electrical
9-29 Output File #1LX FT1-105 (SP 4P-Y) FT2-117 (SP 3-Y) FT3-126 (SP 1-Y) FT1-111 (SP 8P-Y) FT2-118 (SP 3-G) FT3-127 (SP 1-G) FT2-114 (SP 2P-Y) FT2-123 (SP 7-Y) FT3-132 (SP 5-Y) FT2-120
(SP 6P-Y) FT2-124 (SP 7-G) FT3-133 (SP 5-G) Output File #2LX FT4-A102 (SP OLD-Y) FT4-A103 (SP OLD-G) FT5-A115 (SP OLC-Y) FT5-A116 (SP OLC-G) FT6-A122 (SP OLA-Y) FT6-A123 (SP OLA-G)
FT6-A125 (SP OLB-Y) FT6-A126 (SP OLB-G) 6. Load switches of sufficient quantity to fully populate the output files shall conform to TEES and shall have indicator lights for both input
and output circuits. 7. A detector test panel, which shall be constructed as a single unit as shown in the Standard Plans. Detector switches with separate operate (on), test, and off
positions shall be provided for each field detector input circuit. A high intensity light emitting diode (LED) shall be provided for each switch. The lamp shall energize upon a detector
call or test switch actuation. The test switch shall provide a spring-loaded momentary contact that will place a call into the controller. When in the OFF position, respective detector
circuits will be disconnected. In the ON position, each respective detector circuit shall operate normally. A master display switch shall be provided on the panel with labels and functions
as follows: a. Display On – Detector indicator lights shall operate consistent with their respective switches. b. Display Off – Detector indicator lights shall be de-energized. c. Display
Test (momentary contact) – All detector lights shall be energized, but does not put any calls in to the controller. The detector test panel shall include a male (connector DT3P) and
female (connector DT4S) Type DD50 D-Sub connectors as described in the Standard Plans. Input and output cables to the detector test panel shall include the appropriate mating connector
(DT3S and DT4P), such that the two cable ends can be connected and normal operations maintained if the detector test panel is removed. All switches on the panel shall be marked with
its associated Plan detector number. All markers shall be permanent. Page 9-224 2022 Standard Specifications M 41-10 9-29 Illumination, Signal, Electrical 8. A “Detector Termination
and Interface Panel” shall be provided. When viewing the cabinet from the back, the panel shall be located on the upper left hand side of the cabinet. The panel shall be electrically
located between the “Detector Test Panel” and the C-1 connector. The panel shall utilize touch safe insulated terminal blocks and each connector shall be a screw type with post. 9.
Each switchpack socket shall have pin 11 common to Neutral. 10. The AC input Service Panel Assembly (SPA), with line voltage filter, transient surge protection and all neutral bus bars
and equipment ground bus bars shall be on the right side of the cabinet, mounted no more than 18 inches from the bottom of the cabinet when viewed from the rear, as shown in the Standard
Plans, and meet the requirements described in TEES. 11. The PED yellow terminals on the CMU edge connector shall be extended with a 2 foot wire, coiled, heat shrink tipped and labeled
for the correct corresponding terminal as CH-13Y/CMU-8, CH-14Y/CMU-11, CH-15Y/CMU-K, CH-16Y/CMU-N. 12. An “Absence of Red Programming Assembly” shall be provided, as shown in the Standard
Plans. There shall be provided on the back panel of the output file, 17 accessible jumper plug attachment areas, made up of three male pins per position (one, for each conflict monitor
channel and one for red enable function). Each jumper plug shall be a two position connector, It shall be possible, by inserting and positioning one of the 16 connectors on the right
two pins on the monitor board, to apply 120 VAC into a corresponding channel of the conflict monitor red channels. The connection between the red monitor board and the conflict monitor
shall be accomplished via a 20 pin ribbon cable and the industry standard P-20 connector that attaches on the front panel of the monitor. It shall be possible, by inserting and positioning
one of the 16 jumper plugs on the two left pins on the monitor board, to enable the corresponding channel to monitor for red fault by the conflict monitor. There shall be installed
on the red monitor board a red fail monitor disable function that controls the 120 VAC red enable signal into the conflict monitor. During stopand –go operation, 120VAC is sent via
pin #20 on the P20 connector to enable red failure monitoring on the conflict monitor by having the connector moved to the side labeled “Red Enable”. If this is disengaged by moving
the connector to the side labeled “Red Relay”, then 120VAC is removed from pin #20, and the conflict monitor will no longer monitor for red fail faults. The red enable function will
also be wired such that if the traffic signal is in cabinet flash, then there will be no voltage on pin #20, and the conflict monitor will not monitor for red fail faults. 13. Each
cabinet shall be provided with at least 20 empty neutral connections to accommodate field wiring. The neutral bus bars shall be of the style in which a lug is not needed to be applied
to the neutral field wire(s). All of the neutral bars shall be secured in accordance with the TEES. All neutral bars shall be at the same electrical potential. 14. Equipment Branch
Breaker –The equipment receptacle on the rear of either PDA #2LX and 3LX shall be wired in parallel with the ground fault current interrupt (GFCI) receptacle on the front of the PDA,
such that if the GFCI trips or is placed in the “Test” mode, power shall not removed from the rear equipment receptacle. 2022 Standard Specifications M 41-10 Page 9-225 Illumination,
Signal, Electrical 9-29 9-29.13(10)C NEMA Controller Cabinets Each NEMA traffic controller shall be housed in a weatherproof cabinet conforming to the following requirements: 1. Construction
shall be of 0.073-inch minimum thickness series 300 stainless steel or 0.125 minimum thickness 5052 H32 ASTM B209 alloy aluminum with mill finish. Stainless steel shall be annealed
or one-quarter-hardness complying with ASTM A666 stainless steel sheet. Cabinets may be finished inside with an approved finish coat of exterior white enamel. If no other coating is
specified in the Contract Provisions the exterior of all cabinets shall be bare metal. All controller cabinets shall be furnished with front and rear doors. 2. The cabinet shall contain
shelving, brackets, racks, etc., to support the controller and auxiliary equipment. All equipment shall set squarely on shelves or be mounted in racks and shall be removable without
turning, tilting, or rotating or relocating one device to remove another. 3. One 24 position detector rack or two 12 position detector racks shall be installed. The rack(s) shall be
wired for 2 channel loop detectors and assigned as follows: Position Detector Channel (Phase) Position Detector Channel (Phase) 1 1 13 6 2 1 14 6 3 2 15 6 4 2 16 7 5 2 17 7 6 3 18 8
7 3 19 8 8 4 20 8 9 4 21 1 (upper) / 5 (lower) 10 4 22 EVP A, C 11 5 23 EVP B, D 12 5 24 EVP A, B, C, D Positions 22 and 23 shall be wired for a 2-channel discriminator and position
24 shall be wired for a 4-channel discriminator. Positions 22, 23, and 24 shall be wired to support the emergency preemption channels shown. All loop detector positions shall be wired
for presence/pulse detection/extension. If an external power supply is required for the entire racks(s) to be powered, it shall be included and installed. All rack(s) positions shall
be labeled with engraved identification strips. Page 9-226 2022 Standard Specifications M 41-10 9-29 Illumination, Signal, Electrical 4. Additional detection utilizing the “D” connector
shall be installed in accordance with the Contract. The cabinet shall be of adequate size to properly house the controller and all required appurtenances and auxiliary equipment in
an upright position with a clearance of at least 3-inches from the vent fan and filter to allow for proper air flow. In no case shall more than 70 percent of the cabinet volume be used.
There shall be at least a 2-inch clearance between shelf mounted equipment and the cabinet wall or equipment mounted on the cabinet wall. 5. The cabinet shall have an air intake vent
on the lower half of the front door, with a 12-inch by 16-inch by 1-inch removable throw away filter, secured in place with a spring-loaded framework. 6. Each cabinet door shall be
provided with: a. A three-point latch system. Locks shall be spring loaded construction locks capable of accepting a Best 6 pin or 7 pin core. A 6 pin construction core of the type
(blue, green, red, or orange) specified in the contract shall be installed in each core lock. One core removal key and two standard keys shall be included with each cabinet and delivered
to the Engineer. b. A police panel assembly shall be installed in the front door and shall have a stainless steel hinge pin and a police panel lock. Two police keys with shafts a minimum
of 1¾-inches long shall be provided with each cabinet. c. A one piece, closed cell, neoprene gasket. This requirement also applies to the police panel and generator transfer switch
panel doors. d. A two position doorstop assembly. 7. LED light strips shall be provided for cabinet lighting. Each LED light strip shall be approximately 12 inches long, have a minimum
output of 320 lumens, and have a color temperature of 4100K (cool white) or higher. Two light strips shall be provided. One light strip shall be ceiling mounted and oriented parallel
to the door face. The second light strip shall be mounted under the lower shelf, such that the output terminal landings are illuminated. Lighting shall not interfere with the proper
operation of any other ceiling or shelf mounted equipment. All lighting fixtures shall energize automatically when any door is opened. Each door switch shall be labeled “Light”. 9-29.13(10)D
Cabinets for Type 2070 Controllers Type 2070 controllers shall be housed in a model 332LS cabinet unless specified otherwise in the contract. Type 332LS cabinets shall be constructed
in accordance with TEES with the following modifications: 1. Each door shall be furnished with the equipment listed in Section 9-29.13(10)C item 5 above. 2. Each cabinet shall be furnished
with auxiliary equipment described in Section 9-29.13(10)B. 2022 Standard Specifications M 41-10 Page 9-227 Illumination, Signal, Electrical 9-29 3. Each cabinet shall be fabricated
of stainless steel or sheet aluminum in accordance with Section 9-29.13(10)C, Item 1 above. Cabinets shall not be painted or anodized. 4. A disposable paper filter element with dimensions
of 12” × 16” × 1” shall be provided in lieu of a metal filter. The filter shall be secured in the filter holder with a louvered aluminum cover. The maximum depth of the cover shall
not be more than 0.5″ inch to provide the filter to be flush against the door. No incoming air shall bypass the filter element. 5. Field wire terminals shall be labeled in accordance
with the Field Wiring Chart. 6. LED light strips shall be provided for cabinet lighting, powered from the Equipment breaker on the Power Distribution Assembly. Each LED light strip
shall be approximately 12 inches long, have a minimum output of 320 lumens, and have a color temperature of 4100K (cool white) or higher. There shall be three light strips for each
rack within the cabinet. Lighting shall be ceiling mounted – rack mounted lighting is not permitted. Light strips shall be installed in the locations shown in the Standard Plans. Lighting
shall not interfere with the proper operation of any other ceiling mounted equipment. All lighting fixtures above a rack shall energize automatically when either door to that respective
rack is opened. Each door switch shall be labeled “Light”. 7. Rack mounted equipment shall be as shown in the Standard Plans. The cabinet shall use PDA #2LX and Output File #1LX. Where
an Auxiliary Output File is required, Output File #2LX (Model 240) shall also be included. Manufacturers may use the designation “LXW” in place of “LX” to designate a module modified
to meet additional WSDOT requirements. 8. For Type 332D and 342LX Controller Cabinets a. Each TYPE 332D Controller cabinet shall have the appearance of two Type 332 controller cabinets
joined at opposing sides. The cabinet shall use Housing #1X and two Cage #1 as shown in the Standard Plans. Each Type 342LX Controller Cabinet shall use Housing #3 and include two ITS
Cages as shown in the Standard Plans and the TEES. b. As viewed from the front of the cabinet, the right side of each cabinet shall be considered the Signal Control side and the left
side of the cabinet shall be considered the ITS/COMM side. c. One police access panel shall be installed as shown in the Standard Plans. d. Three cabinet lights shall be provided over
each cabinet rack and as described in item 6 of this Section. e. The Signal Control side of the cabinet shall include all equipment required for a Type 332LS cabinet or for Rack 1 of
a Type 342LX cabinet, as appropriate, including the applicable Service Panel #1 and Input Panel #1. Page 9-228 2022 Standard Specifications M 41-10 9-29 Illumination, Signal, Electrical
f. The ITS/COMM side of the cabinet shall contain ITS and Communication equipment and shall be furnished with the following: i. One PDA-ITS as described in Section 9-29.13(12). ii.
One drawer shelf unit, mounted 36 inches from the bottom of the cabinet opening to the front of the cabinet and attaching to the front rails of the EIA rack, shall be provided. The
shelf shall be fabricated from aluminum and shall contain a rollout flip-top drawer for storage of wiring diagrams and manuals. iii. One mirrored Service Panel #1, sized as appropriate
for a Type 332LS or 342LX cabinet, installed on the right side of the rack, such that it is back to back with the Service Panel for the Signal Control side. This second service panel
shall use a Service Panel Assembly (SPA) and not a Service PDA. The power input terminals of this second service panel shall be wired to the load side of the main cabinet service panel
input terminals (daisy-chained) of the Signal Control side service panel, unless otherwise specified in the Contract. iv. Additional ITS and Communication equipment as described in
the Contract Plans and the ITS section of the Contract Special Provisions. 9. Output Files #1LX and #2LX (Model 420) shall use the WSDOT field terminal connector panels shown in the
Standard Plans in place of the field terminal connector panels shown in the TEES. 10. Each rack shall include a 1U rack-mounted terminal strip mounted at the top rear of the rack. The
terminal strip shall have a minimum of 6 NEMA 5-15R receptacles on the front, oriented vertically (with the ground pin down), and spaced at least 2 inches apart. The terminal strip
may have additional receptacles on the back, which shall also be spaced at least 2 inches apart. Single-width cabinets shall have one terminal strip; double-width cabinets shall have
two (one for each rack). Each terminal strip shall be plugged into the PDA for its associated rack (equipment receptacle, unless otherwise directed). 11. Each cabinet shall include
one Type 2070 Controller as specified in the Contract. 12. Each cabinet shall include a fiber-optic patch panel when specified in the Contract. Fiber-optic patch panels shall be installed
such that all fiber connections and patch cord connections are fully clear of all doors in all positions (open or closed). 9-29.13(11) Traffic Data Accumulator and Ramp Meters All cabinets
designated for use as a traffic data or ramp meter shall be Type 334LS cabinets furnished to meet the requirements of Section 9-29.13(10)D, items 1 through 5, and the following: 1.
Each cabinet shall be equipped with a Type 2070 ATC Controller meeting the requirements of Section 9-29.13(3), unless otherwise specified in the Contract. 2022 Standard Specifications
M 41-10 Page 9-229 Illumination, Signal, Electrical 9-29 2. Rack mounted equipment shall be as shown in the Standard Plans. Each cabinet shall use modified versions of Input Panel #1
and Service Panel #1 as shown in the Standard Plans. 3. PDA #3LX shall be modified as follows: a. The PDA shall be designated #3LXW to show that it has been modified from the base TEES
standard. b. The C6P connector shall be included and wired as referenced in TEES Drawing A6-17, Note 9. c. A second Model 430 transfer relay (TR2) shall be mounted on the rear of the
PDA and wired as shown in the Standard Plans. d. The following terminals shall be wired together: From To Function T2-8 T4-6 TR1 Output to Field Green 2 T2-6 MU-3 Energizes TR1 and
TR2 when MU is normal T1-1 SR-3 Field Output - Sign On T1-2 SR-3 Field Output - Sign On T1-3 SR-4 Field Output - Sign Off T1-4 SR-4 Field Output - Sign Off e. Load switches of sufficient
quantity to fully populate the PDA shall be provided. Load switches shall conform to the TEES and shall have indicator lights for both input and output circuits. f. The field terminals
on Terminal Block #1 and Terminal Block #4 shall include WSDOT standard terminal labels as follows: Terminal Block Position WSDOT Terminal Number Function T1-2 641 Sign On T1-4 643
Sign Off T1-5 644 Flasher Output NC T1-6 645 Flasher Output NO T4-1 631 Lane 3 - Red T4-2 632 Lane 3 - Yellow T4-3 633 Lane 3 - Green T4-4 621 Lane 2 - Red T4-5 622 Lane 2 - Yellow
T4-6 623 Lane 2 - Green T4-7 611 Lane 1 - Red T4-8 612 Lane 1 - Yellow T4-9 613 Lane 1 - Green The WSDOT field terminal connector panel shown in the Standard Plans shall be used in
place of the field terminal connector panel for terminal block T4 shown in the TEES. Page 9-230 2022 Standard Specifications M 41-10 9-29 Illumination, Signal, Electrical 4. The Police
Panel shall contain only one DPDT toggle switch. The switch shall be labeled POLICE CONTROL, with the two positions labeled ON and OFF. 5. Each cabinet shall include a Display Panel.
The Display Panel shall meet the following requirements: a. General. The Display Panel shall show and provide detection for inputs and specified controller outputs. The display panel
shall be fabricated from 0.125-inch thick brushed aluminum and constructed according to the details in the Standard Plans. The panel shall be mounted at the top of the front of the
rack, above the controller unit, as shown in the Standard Plans. b. Text. All text on the detector panel shall be black in color and silk screened directly to the panel, with the exception
of the Phenolic detector label and cabinet nameplates. A nameplate for each loop shall be engraved with a 0.375-inch nominal text according to the Cabinet Field Wiring Charts provided
in the Contract. The nameplates shall be permanently affixed to the detector panel. c. LEDs. All LEDs shall be size T 1-3/4 (5 mm) with tinted diffused lenses, with a 50-degree minimum
viewing angle and a brightness of 8 millicandelas. All LEDs shall be red in color, with the exceptions that the three LEDs labeled “YELLOW” shall be yellow in color, and the three LEDs
labeled “GREEN” shall be green in color. d. Detector Panel Control Switch. Each Display Panel shall be equipped with one Detector Display control switch on the panel with labels and
functions as follows: i. ON: Detector panel LEDs shall operate consistent with their separate switches. ii. OFF: All detector indicator LEDs shall be de-energized. Detector calls shall
continue to reach the controller. iii. TEST: All detector indicator LEDs shall illuminate and no calls shall be placed to the controller. 2022 Standard Specifications M 41-10 Page 9-231
Illumination, Signal, Electrical 9-29 e. Advance Warning Sign Control Switch. Each display panel shall be equipped with one Advance Warning Sign control switch on the panel with labels
and functions as follows: i. AUTOMATIC: Sign Relay shall energize upon ground true call from controller. ii. SIGN OFF: Sign Relay shall de-energize. iii. SIGN ON: Sign Relay shall energize.
f. Sign Relay. A Sign Relay and socket shall be installed on the rear of the display panel. The relay shall be wired as shown in the Plans. The relay coil shall draw (or sink) 50 milliamperes
± 10 percent from the controller and have a DPDT contact rating not less than 10 amperes. A 1N4004 diode shall be placed across the relay coil to suppress voltage spikes. The anode
terminal shall be connected to terminal #7 of the relay as labeled in the plans. The relay shall energize when the METERING indicator LED is lit. g. Detector Input Indicators. One LED
and one spring-loaded two-position SPST toggle switch shall be provided for each of the 40 detection inputs. Each LED and switch pair shall function as follows: i. TEST: A call shall
be placed to the controller and energize the associated LED. The switch shall automatically return to the run position when it is released. ii. RUN: The associated LEDs shall illuminate
for the duration of each call to the controller. h. Controller Output Indicators. The display panel shall contain a series of output indicator LEDs mounted below the detection indicators,
as shown in the Standard Plans. These LEDs shall illuminate upon a ground true output from the controller via the C5 connector. Each output indicator LEDs shall have a resistor in series
to drop the voltage from 24 volts DC to its rated voltage and limit current below its rated current. The anode connection of each LED to +24 VDC shall be wired through this resistor.
Page 9-232 2022 Standard Specifications M 41-10 9-29 Illumination, Signal, Electrical i. Connectors. The Display Panel shall include three connectors. One plug (labeled P1P) and one
socket (labeled P2S) shall be Type DD50 D-Sub connectors as described in the Standard Plans. The third connector shall be a 37 pin C5P connector as shown in the TEES. The associated
P1S and P2P connectors shall connect to the cabinet input files and C1 connector, respectively. Connectors P1S and P2P shall be compatible such that the two connectors can be connected
directly to one another to bypass the Display Panel and normal operations will be maintained. Wiring for connectors P1P, P1S, P2P, P2S, C1P, C2, C4, C5 and C6 shall be in accordance
with the pin assignments shown in the Standard Plans. 6. Each cabinet shall be supplied with one Model 204 flasher unit and socket mounted on the right rear side panel, which shall
be designated as the Sign Flasher, as shown in the Standard Plans. The flasher unit socket shall be wired as shown in the Standard Plans. 7. Each cabinet shall include a fiber-optic
patch panel when specified in the Contract. Fiber-optic patch panels shall be installed such that all fiber connections and patch cord connections are fully clear of all doors in all
positions (open or closed). 8. Loop lead-in cables shall be labeled and connected to cabinet terminals according to the Cabinet Field Wiring Chart provided in the Contract. 9. Type
334D Cabinets shall be identical to Type 332D cabinets, as described in Section 9-29.13(10)D, with the following exceptions: a. As viewed from the front of the cabinet, the right side
of each cabinet shall be considered the Ramp Metering/Data Station side, and the left side of each cabinet shall be considered the ITS/COMM side. b. The Ramp Meter/Data Station side
shall include all equipment required for a Type 334LS cabinet, including the applicable Service Panel #1 and Input Panel #1. 10. Each rack shall include a 1U rack-mounted terminal strip
mounted at the top rear of the rack. The terminal strip shall have a minimum of 6 NEMA 5-15R receptacles on the front, oriented vertically (with the ground pin down), and spaced at
least 2 inches apart. The terminal strip may have additional receptacles on the back, which shall also be spaced at least 2 inches apart. Single-width cabinets shall have one terminal
strip; double-width cabinets shall have two (one for each rack). Each terminal strip shall be plugged into the PDA for its associated rack (equipment receptacle, unless otherwise directed).
2022 Standard Specifications M 41-10 Page 9-233 Illumination, Signal, Electrical 9-29 9-29.13(12) Type 331L ITS Cabinet Basic ITS cabinets shall be Model 331LS Cabinets, unless otherwise
specified in the Contract. Type 331LS Cabinets shall be constructed in accordance with the TEES, with the following modifications: 1. The basic cabinet shall be furnished with only
Housing 1 B, Mounting Cage 1, Service Panel #1, a Drawer Shelf, and Controller Unit Supports. Additional equipment may be specified as part of the cabinet function-specific standards.
2. Each cabinet shall be fabricated of stainless steel or sheet aluminum in accordance with Section 9-29.13(10)C, item 1. Cabinets shall not be painted or anodized. 3. Each door shall
be furnished with the equipment listed in Section 9-29.13(10)C, item 5. 4. A disposable paper filter element with dimensions of 12” × 16” × 1” shall be provided in place of a metal
filter. The filter shall be secured in the filter holder with a louvered aluminum cover. The maximum depth of the cover shall not be more than 0.5″ inch to ensure that the filter will
remain flush against the door. No incoming air shall bypass the filter element. 5. Each cabinet shall include a 120VAC electric strip heater with a rating of 100 watts, which shall
be thermostat controlled. The heater strip shall be fed by wire with a temperature rating of 400°F or higher, and shall be shielded to prevent contact with wiring, equipment, or personnel.
If the heater thermostat is separate from the fan thermostat, the heater thermostat must meet the same requirements as the fan thermostat as defined in TEES. 6. LED light strips shall
be provided for cabinet lighting, powered from the Equipment breaker on the Power Distribution Assembly. Each LED light strip shall be approximately 12 inches long, have a minimum output
of 320 lumens, and have a color temperature of 4100K (cool white) or higher. There shall be three light strips for each rack within the cabinet. Lighting shall be ceiling mounted –
rack mounted lighting is not permitted. Light strips shall be installed in the locations shown in the Standard Plans. Lighting shall not interfere with the proper operation of any other
ceiling mounted equipment. All lighting fixtures above a rack shall energize automatically when either door to that respective rack is opened. Each door switch shall be labeled “Light”.
7. Each cabinet shall be equipped with a rack mounted power distribution assembly (PDA-ITS) as shown in the Contract, with the same exterior dimensions as shown in the TEES for PDA
#2LX. The PDA-ITS shall include the following equipment: a. One duplex NEMA 5-15R GFCI receptacle on the front of the PDA. b. Four duplex NEMA 5-15R receptacles on the rear of the PDA.
These receptacles shall remain energized on a trip or failure of the GFCI receptacle. c. Five 1P-15A, 120VAC Equipment/Field Circuit Breakers. d. Terminal Block T4 as shown in the TEES
for PDA #2LX. Page 9-234 2022 Standard Specifications M 41-10 9-29 Illumination, Signal, Electrical The rear of the PDA shall be a fold down panel, similar to that shown in the TEES
for PDA #2LX, with Terminal Block T4 mounted on the inside of the fold down panel. 8. Type 331D Cabinets shall be identical to Type 332D cabinets, as described in Section 9-29.13(10)D,
with the following exceptions: a. As viewed from the front of the cabinet, the right side of each cabinet shall be considered ITS/COMM Rack #1, and the left side of each cabinet shall
be considered ITS/COMM Rack #2. b. Both sides of the cabinet shall include all equipment required for a Type 331LS cabinet, including the applicable Service Panel #1, with the service
panel for rack #2 mirrored as required. The two service panel input power connections shall be wired together as described in Section 9-29.13(10)D. 9. Each rack shall include a 1U rack-mounted
terminal strip mounted at the top rear of the rack. The terminal strip shall have a minimum of 6 NEMA 5-15R receptacles on the front, oriented vertically (with the ground pin down),
and spaced at least 2 inches apart. The terminal strip may have additional receptacles on the back, which shall also be spaced at least 2 inches apart. Single-width cabinets shall have
one terminal strip; double-width cabinets shall have two (one for each rack). 10. Each cabinet shall include a fiber-optic patch panel when specified in the Contract. Fiber-optic patch
panels shall be installed such that all fiber connections and patch cord connections are fully clear of all doors in all positions (open or closed). 9-29.14 Vacant 9-29.15 Flashing
Beacon Control Line Voltage flashers shall conform to the latest NEMA publication, and shall be solid state. When used as a beacon control, they shall be jack mounted and installed
in raintight aluminum or hot-dipped galvanized steel cabinet. 9-29.16 Vehicular Signal Heads, Displays, and Housing Each signal head shall be of the adjustable, vertical type with the
number and type of displays detailed in the Contract; shall provide an indication in one direction only; shall be adjustable through 360 degrees about a vertical axis; and shall be
mounted at the location and in the manner shown in the Plans. Except for optically programmed signal heads, all vehicular signal heads at any one intersection shall be of the same make
and type. Backplates shall be constructed of 5-inch-wide, .050-inch-thick corrosion-resistant flat black finish, louvered aluminum, or Polycarbonate attached with stainless steel hardware.
A 1-inch-wide strip of yellow retro-reflective, type IV prismatic sheeting (tape), conforming to the requirements of Section 9-28.12, shall be applied around the perimeter of each backplate
for displays used in conventional traffic signal systems and overhead intersection control beacons. Retro-reflective tape shall not be installed on backplates for other flashing beacon
systems (ground or overhead) or for systems where all sections of the display will be dark as part of normal operation such as ramp meters, hawk signals and tunnels. 2022 Standard Specifications
M 41-10 Page 9-235 Illumination, Signal, Electrical 9-29 9-29.16(1) Optically Programmed, Adjustable Face, and Programmable Array 12-Inch Traffic Signal The signal shall permit the
visibility zone of the indication to be determined optically and require no hoods or louvers. The projected indication may be selectively visible or veiled anywhere within the optical
axis. No indication shall result from external illumination, nor shall one light unit illuminate a second. The display shall operate from 85 VAC to 130 VAC. 9-29.16(1)A Optical System
9-29.16(1)A1 Non-LED Optical System The components of the optical system shall comprise: 1. Lamp, 2. Lamp Collar, 3. Optical Limiter-Diffuser, and 4. Objective Lens. The lamp shall
be nominal 150 watt, 120 volt AC, three prong, sealed beam having an integral reflector with stippled cover and an average rated life of at least 6,000 hours. The lamp shall be coupled
to the diffusing element with a collar including a specular inner surface. The diffusing element may be discrete or integral with the convex surface of the optical limiter. The optical
limiter shall provide an accessible imaging surface at focus on the optical axis for objects 900 to 1,200 feet distant, and permit an effective veiling mask to be variously applied
as determined by the desired visibility zone. The optical limiter shall be provided with positive indexing means and composed of heat-resistant glass. The objective lens shall be a
high resolution planar incremental lens hermetically sealed within a flat laminant of weather resistant acrylic or approved equal. The lens shall be symmetrical in outline and may be
rotated to any 90 degree orientation about the optical axis without displacing the primary image. The optical system shall accommodate projection of diverse, selected indicia to separate
portions of the roadway such that only one indication will be simultaneously apparent to any viewer after optically limiting procedures have been accomplished. The projected indication
shall conform to ITE transmittance and chromaticity standards. 9-29.16(1)A2 LED Programmable Array 1. LED array shall have a programmable visibility from a portable hand-held device
from ground level. 2. Lens shall be clear unless color lenses are specified. The LED array shall be 22 watt maximum and shall operate directly from 120-volt AC. Page 9-236 2022 Standard
Specifications M 41-10 9-29 Illumination, Signal, Electrical The LED array shall provide an accessible imaging surface at focus on the optical axis for objects 900 to 1,200 feet distant,
and permit an effective veiling mask to be variously applied as determined by the desired visibility zone. The optical system shall accommodate projection of diverse selected indicia
to separate portions of the roadway such that only one indication will be simultaneously apparent to any viewer after optically limiting procedures have been accomplished. The projected
indication shall conform to ITE transmittance and chromaticity standards. 9-29.16(1)B Housing Construction Die cast aluminum parts shall conform to ITE alloy and tensile requirements
and have a chromate preparatory treatment. The exterior of the signal case, lamp housing, and mounting flanges shall be finished with a high quality, baked enamel prime and finish paint.
The lens holder and interior of the case shall be optical black. Signal case and lens holder shall be predrilled for backplates and visors. Hinge and latch pins shall be stainless steel.
All access openings shall be sealed with weather resistant rubber gaskets. 9-29.16(1)C Mounting The signal shall mount to standard 1½-inch fittings as a single section, as a multiple
section face, or in combination with other signals. The signal section shall be provided with an adjustable connection that permits incremental tilting of at least 0 to 10 degree above
or below the horizontal while maintaining a common vertical axis through couplers and mounting. Terminal connection shall permit external adjustment about the mounting axis in five
degree increments. The signal shall be mountable with ordinary tools and capable of being serviced with no tools. Attachments such as visors, backplates, or adapters shall conform and
readily fasten to existing mounting surfaces without affecting water and light integrity of the signal. 9-29.16(1)D Housing Electrical 9-29.16(1)D1 Electrical – Non-LED The lamp fixture
shall be comprised of a separately accessible housing and integral lamp support, indexed ceramic socket, and self-aligning, quick release lamp retainer. The electrical connection between
case and lamphousing shall be accomplished with an interlock assembly which disconnects lamp holder when opened. Each signal section shall include a covered terminal block for clip
or screw attachment of lead wires. Concealed 18 AWG-AWM, stranded and coded wires shall interconnect all sections to permit field connection within any section. 2022 Standard Specifications
M 41-10 Page 9-237 Illumination, Signal, Electrical 9-29 9-29.16(1)D2 Electrical – LED The Light Emitting Diode (LED) array shall be accessible from the front of the housing. Each multi-section
assembly shall include a terminal block for clip or screw attachment of lead wires. 9-29.16(1)E Photo Controls 9-29.16(1)E1 Conventional Photo Controls Each signal section shall include
integral means for regulating its intensity between limits as a function of individual background illumination. Lamp intensity shall not be less than 97 percent of uncontrolled intensity
at 1,000 ft-c ambient and shall reduce to 15 plus or minus 2 percent of maximum at less than 1 ft-c ambient. Response shall be proportional and essentially instantaneous to any detectable
increase of illumination from darkness to 1,000 ft-c ambient and damped for any decrease from 100 ft-c ambient. The intensity controller shall comprise an integrated, directional light,
sensing and regulating device interposed between lamp and line wires. It shall be compatible with 60 Hz input and responsive within the range 105 VAC to 135 VAC. Output may be phase
controlled, but the device shall provide a nominal terminal impedance of 1,200 ohms open circuit and a corresponding holding current. 9-29.16(1)E2 LED Photo Controls Each signal section
shall include an integral means to automatically regulate the display intensity for day and night operation. 9-29.16(1)F Installation The signal shall be installed, directed, and veiled
in accordance with published instructions and the project visibility requirement. Each section of the signal shall be masked with prescribed materials in an acceptable and workmanlike
manner. 9-29.16(2) Conventional Traffic Signal Heads 9-29.16(2)A Optical Units LED light sources are required for all displays. The Contractor shall provide test results from a Nationally
Recognized Testing Laboratory documenting that the LED display conforms to the current ITE Specification for Vehicle Traffic Control Signal Heads, Light Emitting Diode Circular Signal
Supplement VTCSH ST-052 or Vehicle Traffic Signal Heads, Light Emitting Diode Vehicle Arrow Traffic Signal Supplement ITE VTCSH ST-054, and the following requirements: 1. The LED traffic
signal module shall be operationally compatible with controllers and conflict monitors on this project, and the LED lamp unit shall contain a disconnect that will show an open switch
to the conflict monitor when less than 60 percent of the LEDs in the unit are operational. 2. LEDs shall have a 50-degree minimum viewing angle. Page 9-238 2022 Standard Specifications
M 41-10 9-29 Illumination, Signal, Electrical 3. Wattage (Maximum) – 12 inch red, yellow, and green ball displays – 25 W 12 inch red, yellow, and green arrow displays – 15 W 8 inch
red, yellow, and green ball displays – 15 W 4. Voltage – The operation voltages shall be between 85 VAC and 130 VAC. 5. The LED display shall be a module type and shall replace the
lens, socket, bail, and reflector and be directly connected to the terminal strip in the signal head. 6. Label – Each optical unit shall be listed by and bear the label of a Nationally
Recognized Testing Laboratory. In addition, the manufacturer’s name, trademark, serial number, and other necessary identification shall be permanently marked on the back side of the
LED signal module, and the installation date shall be indicated on a separate label with an indelible ink marker. 7. LED ball displays shall have a uniform “incandescent” appearance.
Individual LEDs or pixels shall not be visible. 9-29.16(2)B Signal Housing The signal head housing, or case, shall consist of an assembly of separate sections, expandable type for vertical
mounting, substantially secured together in a weathertight manner. Each section shall house an individual optical unit. Each section shall be complete with a one-piece, corrosion-resistant
aluminum alloy die cast door and shall have a nominal 8- or 12-inch diameter opening for the lens. Each door shall be of the hinged type having two integrally cast hinge lugs and latch
jaw. The door shall be attached to the housing by means of two noncorrosive, stainless steel hinge pins that are removable without the use of a special press or tool. A noncorrosive,
stainless steel, threaded latch bolt and matching wing nut shall provide for opening and closing the door without the use of any special tools. Each door shall have a cellular neoprene
gasket around the entire outer edge of the door, which, when the door is closed, shall make a positive weather and dust-tight seal. Each door shall have four tapped holes spaced about
the circumference of the lens opening with four noncorrosive screws to accommodate the signal head visors. Each door shall have some device such as washers, clips, or keys, or be constructed
so as to keep it from dismounting from the housing accidentally when it is open. The body of each signal section shall consist of a one piece corrosion resistant, die cast aluminum
alloy. Each section shall have serrated rings top and bottom so when used with proper brackets, each section may be adjustable in respect to an adjoining section, and the hangers shall
be locked securely to prevent moving. Cast integrally with the housing shall be two hinge lugs and one latch jaw. The top and bottom of the housing shall have an opening to accommodate
standard 1½-inch pipe brackets. The sections shall be so designed that when assembled, they interlock with one another forming one continuous weathertight unit. The sections shall be
interchangeable and shall be dust and weathertight when assembled with the door and appropriate furnished hardware. 2022 Standard Specifications M 41-10 Page 9-239 Illumination, Signal,
Electrical 9-29 A terminal block of an approved type shall be mounted inside at the back of the housing. All sockets shall be so wired that a white wire will be connected to the shell
of the socket and a wire, the color of the lens, to the bottom, or end terminal of the socket. These wires shall in turn be connected to the terminal block mounted in the housing, in
the proper manner. The terminal block shall have sufficient studs to terminate all field wires and lamp wires independently to the block with separate screws. The terminals to which
field wires are attached shall be permanently identified to facilitate field work. Each face shall be protected with a removable visor. The visor shall be tunnel type unless noted otherwise
in the Contract. Tunnel, cap, and cut away type visors shall be molded using ultraviolet and heat stabilized polycarbonate plastic or be constructed of 0.050inch corrosion resistant
aluminum material throughout as specified in the Contract, or as ordered by the Engineer in accordance with Section 1-04.4. Visors shall be flat black in color inside and shall be flat
black or dark green on the outside. Visors shall have attaching ears for installation to the housing door. The signal display shall have square doors. End caps shall be made from aluminum
or plastic material and shall be installed with fittings to provide a watertight seal. A bead of silicone sealant shall be applied around the perimeter of all top end cap openings prior
to installation of the end cap assembly. Plastic end caps shall utilize a threaded stud with seal and wing nut. Plastic end caps utilizing a metal screw that may damage the cap if overtightened
will not be allowed. Plastic end caps shall have the same color as the signal housing. 9-29.16(2)C Louvered Visors Where noted in the Contract, louvered tunnel visors shall be furnished
and installed. Directional, Geometrically Programmed louvers shall be constructed to have a snug fit in the signal visor. Louvers shall be flat black, constructed of aluminum or ABS
and polycarbonate plastic. Dimensions and arrangement of louvers shall be as shown in the Contract. 9-29.16(2)D Vacant 9-29.16(2)E Painting Signal Heads Traffic signal heads shall be
finished with two coats of factory applied traffic signal green baked enamel or shall be finished with a dark green oven baked powder coating comprised of resins and pigments. Aluminum
end caps shall be painted to match the color of the signal housing. 9-29.16(3) Polycarbonate Traffic Signal Heads Polycarbonate signal heads shall be provided only when specifically
identified in the Contract. With the exception of top and bottom bracket mountings, polycarbonate signal heads shall be installed with approved reinforcing plates located in signal
sections adjacent to the mounting hardware. Polycarbonate employed in traffic signal fabrication shall tolerate an elongation prior to break in excess of 90 percent. The green color
shall be molded throughout the head assembly. The optical system shall be Light Emitting Diodes as defined in Page 9-240 2022 Standard Specifications M 41-10 9-29 Illumination, Signal,
Electrical Section 9-29.16(2)A. The entire optical system shall be sealed by a single neoprene gasket. The signal head shall be formed to be used with standard signal head mounting
accessories as shown in Section 9-29.17. All hinge pins, latch assemblies, and reflector assemblies shall conform to Section 9-29.16(2)B. 9-29.16(4) Traffic Signal Cover Traffic signal
display covers shall be manufactured from a durable fabric material with a mesh front. Plastic bags, plastic sheeting, burlap, or similar makeshift covers are not allowed. The covers
shall have an attachment method that will hold the cover securely to the signal in heavy wind, such as straps, buckles, or elastic drawstrings – no adhesives may be used. The covers
shall be provided with a drain to expel any accumulated water. One cover shall cover an entire signal display – separate covers for each lens are not allowed. For vehicle displays,
if the cover is not designed to go over the backplate, the backplate shall be removed until the display is placed into service. At any intersection where there is a combination of operational
and covered signal heads, signal head covers shall be yellow or orange in color. At an intersection where there are no existing operational signal displays, the covers may be black
in color. The text “Not in Service”, “Out of Service”, or similar may be included on the cover, but it is not required. 9-29.17 Signal Head Mounting Brackets and Fittings Vehicle and
pedestrian signal head mountings shall be as detailed in the Standard Plans. Material requirements for signal head mounts are as follows: Aluminum 1. Hinge fittings for Type E mount.
2. Arms and slotted tube fittings for Type N mount. 3. Tube clamp and female clamp assembly for Type N mount. 4. Lower arms for Type Q, R, and S mounts. 5. Tether assemblies and extensions
for Type P, Q, R, and S mounts. Bronze 1. Terminal compartments for Type A, B, C, F, H, and K mounts. 2. Collars for Type C, D, and F mounts. 3. Ell fittings for Type L and LE mounts.
4. Plumbizer for type M mounts. 5. Messenger hanger and wire entrance fittings for Type P, Q, R, and S mounts. 6. Balance adjuster for Type Q, R, and S mounts. 7. Lock (chase) nipples.
2022 Standard Specifications M 41-10 Page 9-241 Illumination, Signal, Electrical 9-29 Galvanized Steel 1. Washers for Type A, B, C, D, F, H, and K mounts. 2. Fasteners for Type A, B,
E, H, and K mounts. Iron 1. Elbow, tee, and cross fittings. Stainless Steel 1. All set screws and cotter Keys. 2. Bands or cables for Type N mount. 3. Hinge pins for Type E mount. 4.
Bolts, nuts, and washers for Type M mount. 5. Bolt, nut, and washers for Type L mount. 6. Bolts, nuts, washers, and screw buckle swivels. Steel 1. Center pipes and nipples for Type
A, B, C, F, H, and K mounts. 2. Nipples for Type L, LE, P, Q, R, and S mounts. Fittings for Type N mounts shall be installed unpainted. All other hardware for other mounts shall be
painted with two coats of factory applied traffic signal green baked enamel. Pins for messenger hanger fittings shall be a minimum of ½ inch in diameter. Terminal compartments for Type
A, B, C, F, H, and K mounts shall contain a 12 section terminal block. 9-29.18 Vehicle Detector Induction loop detectors and magnetometer detectors shall comply with current NEMA Specifications
when installed with NEMA control assemblies and shall comply with the current California Department of Transportation document entitled “Transportation Electrical Equipment Specifications”,
specified in Section 9-29.13(7) when installed with Type 170, Type 2070, or NEMA control assemblies. 9-29.18(1) Induction Loop Detectors When required in the Contract, amplifier units
shall be provided with supplemental timing features identified as follows: 1. Delay Timing – When delay timing is required, the unit shall delay detector output for up to 15 seconds
minimum, settable in one second maximum intervals. Page 9-242 2022 Standard Specifications M 41-10 9-29 Illumination, Signal, Electrical 2. Delay Timing With Gate – When delay timing
with gate is required, the unit shall provide delay timing features as noted above with the additional capability of inhibiting delay timing when an external signal is applied. 3. Extension
Timing – When extension timing is required, the unit shall extend the detector output for up to 7 seconds minimum, settable in 0.5 second minimum intervals. 4. Delay and Extension Timing
With Gate – When delay and extension timing with gate is required, the unit shall provide both delay and extension timing features as noted above with the additional capability of inhibiting
delay while enabling extension upon application of an external signal. Without external signal, the unit shall inhibit extension and enable delay. 9-29.18(2) Magnetometer Detectors
Magnetometer detector units and sensors shall conform to the following Specifications: 1. Operation – The magnetometer detector unit shall respond to changes in the earth’s local magnetic
field caused by the passage of a vehicle containing iron or steel over the sensor unit. 2. Environmental Requirements – Satisfactory operation shall be attained over the ambient temperature
range from -30○F to 160○F. Operation shall be unaffected by temperature change, water, ice, pavement deterioration, or electromagnetic noise. 3. Modes of Operation – Each detector channel
shall be capable of functioning in any of four front-panel selectable modes: a. Presence – Time of detection shall be unlimited. b. Extended Presence – The detection output shall extend
for a timer set value of up to 5 seconds after the detection zone has cleared. c. Pulse – A single 30- to 50-millisecond pulse will be generated per detection actuation. d. Inhibited
Pulse – The detection output will be inhibited for a time set value of up to 5 seconds after the detection zone has cleared. 4. Response Time. Pick up and drop out times shall be consistently
within 10 milliseconds. 5. Approach Speed. The unit shall be capable of detecting vehicles traveling from 0 to 80 mph. 6. Sensor Probes. Each channel of the detector unit shall be capable
of operating up to three sensing probes. 2022 Standard Specifications M 41-10 Page 9-243 Illumination, Signal, Electrical 9-29 9-29.19 Pedestrian Push Buttons Where noted in the Contract,
pedestrian push buttons of tamper-resistant construction shall be furnished and installed. They shall consist of a 2-inch nominal diameter plunger. The switch shall be a three-bladed
beryllium copper spring, rated at 10 amperes, 125 volts. The pedestrian push-button assembly shall be constructed and mounted as detailed in the Contract. 9-29.20 Pedestrian Signals
Pedestrian signals shall be Light Emitting Diodes (LED) type. The LED pedestrian signal module shall be operationally compatible with controllers and conflict monitors. The LED lamp
unit shall contain a disconnect that will show an open switch to the conflict monitor when less than 60 percent of the LEDs in the unit are operational. The Pedestrian signal heads
shall be on the QPL or Contractor shall submit a Manufacturer’s Certificate of Compliance, in accordance with Section 1-06.3, with each type of signal head. The certificate shall state
that the lot of pedestrian signal heads meet the following requirements: 1. All pedestrian signal heads shall be a Walk/Don’t Walk module with a countdown display. 2. All pedestrian
displays shall comply with the MUTCD and ITE publication ST 011B, VTCSH2 or current ITE Specification and shall have an incandescent appearance. The Contractor shall provide test results
from a Nationally Recognized Testing Laboratory documenting that the LED display conforms to the current ITE and the following requirements: a. All pedestrian signals supplied to any
one project shall be from the same manufacturer and type but need not be from the same manufacturer as the vehicle heads. b. Each pedestrian signal face shall be a single unit housing
with the signal indication size, a nominal 16 inch × 18 inch with side by side symbol messages with countdown display. c. Housings shall be green polycarbonate or die-cast aluminum
and the aluminum housings shall be painted with two coats of factory applied traffic signal baked green enamel. All hinges and latches and interior hardware shall be stainless steel.
3. Optical units for traffic signal displays shall conform to the following: a. Pedestrian “RAISED HAND” and “WALKING PERSON” modules shall be the countdown display type showing the
time remaining in the pedestrian change interval. When the pedestrian change interval is reduced due to a programming change, the display may continue to show the previous pedestrian
change Page 9-244 2022 Standard Specifications M 41-10 9-29 Illumination, Signal, Electrical interval for one signal cycle. During the following pedestrian change interval the countdown
shall show the revised time, or shall be blank. In the event of an emergency vehicle preemption, during the following two cycles, the display shall show the programmed pedestrian change
interval or be blank. In the event the controller is put in stop time during the pedestrian change interval, during the following two cycles the display shall show the programmed clearance
or be blank. In the event there is railroad preempt during the pedestrian change interval, during the following two cycles the display shall show the programmed clearance or be blank.
Light emitting diode (LED) light sources having the incandescent appearance are required for Portland Orange Raised Hand and the Lunar White Walking Person. 4. LED displays shall conform
to the following: a. Wattage (Maximum) – Portland Orange Raised Hand, 15 watts: Lunar White Walking Person, 15 watts. b. Voltage – The operating voltages shall be between 85 VAC and
135 VAC. c. Temperature – Temperature range shall be -35°F to +165°F. d. LED pedestrian heads shall be supplied with Z crate visors. Z crate visors shall have 21 members at 45 degrees
and 20 horizontal members. e. LED pedestrian displays shall have a uniform “incandescent” appearance. Individual LEDs or pixels shall not be visible. 9-29.21 Flashing Beacon 9-29.21(1)
Conventional Flashing Beacons Conventional flashing beacons shall be installed as detailed in the Plans, as specified in the Special Provisions, and as described below: Controllers
for flashing beacons shall be as specified in Section 9-29.15. Beacons shall consist of single section, 8 or 12-inch traffic signal heads, three or four-way adjustable, meeting all
of the applicable requirements of Section 9-29.16. Displays (red or yellow) may be either LED type or incandescent. Twelve-inch yellow displays shall be dimmed 50 percent after dark.
Mounting brackets, mountings, and installation shall meet all applicable requirements of Section 9-29.17. Lenses shall be either red or amber, glass or polycarbonate as noted in the
Plans. 9-29.22 Vacant 9-29.23 Vacant 2022 Standard Specifications M 41-10 Page 9-245 Illumination, Signal, Electrical 9-29 9-29.24 Service Cabinets In addition to the requirements for
service cabinets indicated in the Contract, the following requirements shall apply: 1. Display an arc flash and shock hazard warning label that meets the requirements of NFPA 70E Article
130.5(H) and ANSI Z535, with the following information: a. Nominal System Voltage b. Arc Flash Boundary (in inches) c. Available Incident Energy (in cal/cm2) d. Working Distance (in
inches) e. Minimum arc rating of clothing (in cal/cm2) f. Shock Hazard Limited Approach Distance (in inches) g. Shock Hazard Restricted Approach Distance (in inches) h. Date of calculation.
The top of the tag shall normally include the word “WARNING” in black text on an orange background. For systems over 600 volts or where the incident energy exceeds 40 cal/cm2, the word
“DANGER” shall be used with a red background instead. 2. All electrical conductors, buss bars, and conductor terminals shall be copper. Conductor insulation shall be either THW, XHHW,
USE, or SIS. 3. If field wiring larger than that which the contactors or breakers will accommodate is required by the Contract, a terminal board shall be supplied for use as a splicing
block. 4. The minimum size of all other load carrying conductors used within the service cabinets shall be based on the National Electrical Code ampacity tables for not more than three
conductors in a raceway or cable. 5. Type B, B Modified, C, D, and E Cabinets shall have ventilation louvers on the lower sides complete with screens. Type D and E shall also have rain-tight
cabinet vents with screens at the top. Cabinet vents shall be gasketed. 6. The Type B modified cabinets shall have one future use double pole circuit breaker. Type D and E cabinets
shall have two future use double pole circuit breakers. The dead front cover shall have cutouts with for the entire breaker array, with blank covers where no circuit breakers are installed.
The receptacle shall be ground fault interrupter equipped. 7. The minimum size of control circuit conductors used in service cabinets shall be 14 AWG stranded copper. All electrical
Contactors shall have the load side terminals toward the front (door side) of the service cabinet. 8. Lighting contactors shall meet the requirements of Section 9-29.24(2). Page 9-246
2022 Standard Specifications M 41-10 9-29 Illumination, Signal, Electrical 9. All service enclosures shall be fabricated from steel or aluminum. If aluminum, they shall be fabricated
from 0.125 inch (minimum) 5052 H 32 ASTM designator or B209 aluminum. If steel, they shall be fabricated from 12-gage (minimum) steel, hot-dipped galvanized per AASHTO M111. 10. All
doors and dead front panels installed in service cabinets shall incorporate a hinge placed in a vertical plane. Service doors shall be sealed with closed cell gasket material. The side
opposite the hinge shall be secured with quarter turn screws or slide latch. No electrical devices shall be connected to the dead front panel. However, every switch serviced through
the dead front panel shall be appropriately identified with its respective circuit designation by means of a screwed or riveted engraved name plate. Such circuit identification shall
be submitted for approval together with the appropriate fabrication drawings. Dead front panels shall prevent access to any exposed, live components, and shall cover all equipment except
for circuit breakers (including blank covers), the photocell test/bypass switch, and the GFCI receptacle. 11. A typed index of all circuits shall be mounted on the cabinet door. Each
index shall show an entire panel section without folding. Index holders shall have metal returns on the sides and bottom. A schematic of the main panel, any subpanels, circuits, and
control circuits shall be provided. The schematic shall be plastic coated and secured in a metal holder. 9-29.24(1) Vacant 9-29.24(2) Electrical Circuit Breakers and Contactors All
circuit breakers shall be bolt-on type, with the RMS-symmetrical interrupting capacity described in this Section. Circuit breakers for 120/240/277 volt circuits shall be rated at 240
or 277 volts, as applicable, with an interrupting capacity of not less than 10,000 amperes. Circuit breakers for 480 volt circuits shall be rated at 480 volts, and shall have an interrupting
capacity of not less than 14,000 amperes. Lighting contactors shall be rated for tungsten or ballasted (such as sodium vapor, mercury vapor, metal halide, and fluorescent) lamp loads.
Contactors for 120/240/277 volt circuits shall be rated at 240 volts maximum line to line voltage, or 277 volts maximum line to neutral voltage, as applicable. Contactors for 480 volt
circuits shall be rated at 480 volt maximum line to line voltage. 9-29.25 Amplifier, Transformer, and Terminal Cabinets Amplifier, Terminal, and Transformer cabinets shall be NEMA 3R
and the following: 1. All cabinets shall be constructed of welded 14 gage (minimum) hot-dipped galvanized sheet steel, 14-gage, minimum type 316 stainless steel or 0.125 inch, minimum
5052 alloy aluminum H32 ASTM designator minimum. 2022 Standard Specifications M 41-10 Page 9-247 Illumination, Signal, Electrical 9-29 2. Nominal cabinet dimensions shall be: Depth
Height Width a. Terminal 8″ 16″ 12″ b. Terminal 8″ 24″ 18″ c. Transformer up to 12.5 KVA 20″ 48″ 24″ Transformer 12.6 to 35 KVA 30″ 60″ 32″ 3. Cabinet doors shall have a stainless steel
piano hinge or shall meet the requirements for the alternate hinge detailed for type B modified service cabinets. Doors less than 3 feet in height shall have two hinges. Doors from
3 feet to 4′ 8″ in height shall have three hinges. Spacing of hinges for doors greater than 4′ 8″ in height shall not exceed 14 inches center to center. The door shall also be provided
with a three-point latch and a spring loaded construction core lock capable of accepting a Best six pin CX series core. The locking mechanism shall provide a tapered bolt. The Contractor
shall supply construction cores with two master keys. The keys shall be delivered to the Engineer. Three-point latches are not required for terminal cabinets. 4. All seams shall be
continuously welded. 5. All cabinets shall provide a gasketed door flange. 6. Transformer cabinets shall provide a 9-square-inch minimum louvered vent. 7. Insulated terminal blocks
shall be 600 volt, heavy-duty, barrier type. The terminal blocks shall be provided with a field-side and a control-side connector separated by a marker strip. One spare 12-position
insulated terminal block shall be installed in each terminal cabinet and amplifier cabinet. 8. Each non-pad mounted Terminal, Amplifier and Transformer cabinet shall have ¼ inch drain
holes in back corners. Each pad mounted Terminal, Amplifier and Transformer cabinet shall drain to a sump and through a ⅜ inch diameter drain pipe to grade as detailed in the Standard
Plans. 9. Mounting shall be as noted in the Contract. 10. Transformer cabinets shall have two separate compartments, one for the transformer and one for the power distribution circuit
breakers. Each compartment shall be enclosed with a dead front. There shall be an isolation breaker on the input (line) side of the transformer, and a breaker array on the output (load)
side. Each breaker shall be labeled with the device name by means of a screwed or riveted engraved name plate. Page 9-248 2022 Standard Specifications M 41-10 9-30 Water Distribution
Materials 9-30 Water Distribution Materials This Specification addresses pipe and appurtenances 16 inches in diameter and smaller. Water distribution material incorporated in the Work
shall be new. The Contractor shall provide to the Engineer the names of the manufacturer(s) of the water distribution materials proposed for inclusion in the Work, which materials shall
conform in every respect to these Specifications. If so required by the Special Provisions, the Contractor shall provide to the Engineer in addition to the names of the manufacturer(s)
of the water distribution materials, a Manufacturer’s Certificate of Compliance meeting the provisions of Section 1-06.3, for the materials proposed for inclusion in the Work. As used
in this Specification, the term “lot of material delivered to the Work” shall mean a shipment of the water distribution materials as it is delivered to the Work. The Engineer shall
have free access to all testing and records pertaining to material to be delivered to the job site. The Engineer may elect to be present at any or all material testing operations. 9-30.1
Pipe All pipe shall be clearly marked with the manufacturer’s name, type, class, and thickness as applicable. Lettering shall be legible and permanent under normal conditions of handling
and storage. 9-30.1(1) Ductile Iron Pipe 1. Ductile iron pipe shall meet the requirements of AWWA C151. Ductile iron pipe shall have a cement mortar lining and a 1-mil thick seal coat
meeting the requirements of AWWA C104. Ductile iron pipe to be joined using bolted flanged joints shall be Special Thickness Class 53. All other ductile iron pipe shall be Special Thickness
Class 50, minimum Pressure Class 350, or the class indicated in the Plans or the Special Provisions. 2. Nonrestrained joints shall be either rubber gasket type, push on type, or mechanical
type meeting the requirements of AWWA C111. 3. Restrained joints shall be as specified in Section 9-30.2(6). 9-30.1(2) Polyethylene Encasement Polyethylene encasement shall be tube-form
high-density cross-laminated polyethylene film or linear low-density polyethylene film meeting the requirements of ANSI/AWWA C105. Color shall be natural or black. 9-30.1(3) Vacant
2022 Standard Specifications M 41-10 Page 9-249 Water Distribution Materials 9-30 9-30.1(4) Steel Pipe 9-30.1(4)A Steel Pipe (6 inches and Over) Steel pipe 6 inches in diameter and
larger shall conform to AWWA C200. The type of protective coating and lining and other supplementary information required by AWWA C200 shall be included in the Special Provisions. 9-30.1(4)B
Steel Pipe (4 inches and Under) Steel pipe 4 inches in diameter and smaller shall be hot-dip galvanized inside and out and meet the requirements of ASTM A53. 9-30.1(5) Polyvinyl Chloride
(PVC) 9-30.1(5)A Polyvinyl Chloride (PVC) Pipe (4 inches and Over) PVC pipe for water mains shall meet the requirements of ANSI/AWWA C900 or ANSI/ AWWA C905. PVC pipe shall have the
same outside dimensions as ductile iron pipe. PVC pipe for distribution pipelines shall be a minimum of SDR 18. Pipe shall be listed by Underwriters’ Laboratories, Inc. PVC pipe shall
be considered flexible conduit. Joints shall meet the requirements of ASTM D3139 using a restrained rubber gasket conforming to ASTM F477. Solvent welded pipe joints are not permitted.
9-30.1(5)B Polyvinyl Chloride (PVC) Pipe (Under 4 inches) Polyvinyl chloride (PVC) under 4 inches shall meet the requirements of ASTM D2241. Pipe material shall be PVC 1120, PVC 1220,
or PVC 2120, and shall have minimum wall thickness equal or greater than a standard dimension ratio (SDR) of 21. Pipe shall bear the National Sanitation Foundation Seal for use to transport
potable water. Pipe shall be considered flexible conduit. Joints shall meet the requirements of ASTM D3139 using a restrained rubber gasket meeting the requirements of ASTM F477. 9-30.1(6)
Polyethylene (PE) Pressure Pipe (4 inches and Over) PE pressure pipe for water mains shall meet the requirements of ANSI/AWWA C906. Pipe materials shall be high-density polyethylene
PE 4710 conforming to a minimum cell class 345464 C, D or E in accordance with ASTM D3350. Pipe diameter shall be either iron pipe size in accordance with Table 3 and Table 4 of ANSI/AWWA
C906. Pipe pressure class shall be as listed in Table 5 of ANSI/AWWA C906 for DR 9 PE 4710 material. 9-30.2 Fittings Bolts, nuts, and washers used for securing fittings shall be of
similar materials. Steel bolts shall meet the requirements of ASTM A307 or ASTM F568 for carbon steel or ASTM F593 or ASTM F738 for stainless steel. Nuts shall meet the requirements
of ASTM A563 for carbon steel or ASTM F594 or ASTM F836 for stainless steel. Iron bolts and nuts shall meet the requirements of ASTM A536, grade 65-45-12. Page 9-250 2022 Standard Specifications
M 41-10 9-30 Water Distribution Materials 9-30.2(1) Ductile Iron Pipe Fittings for ductile iron pipe shall meet the requirements of AWWA C110 or AWWA C153. Joints shall meet the requirements
of AWWA C111. Fittings shall be cement mortar lined, meeting the requirements of AWWA C104. Gaskets for flat faced or raised faced flanges shall be ⅛-inch-thick neoprene having a durometer
of 60 plus or minus 5 or 1/16 cloth inserted. The type, material, and identification mark for bolts and nuts shall be provided. 9-30.2(2) Vacant 9-30.2(3) Vacant 9-30.2(4) Steel Pipe
9-30.2(4)A Steel Pipe (6 inches and Over) Fittings for steel pipe 6 inches and larger shall be bell and spigot or welded to match the pipe joints. Welded joints shall conform to AWWA
C206. Field couplings shall be bolted, sleeve-type for plain-end pipe conforming to AWWA C219. Expansion joints shall be fabricated steel mechanical slip-type conforming to AWWA C221.
When flanges are required, they shall conform to AWWA C207. Linings and coatings for fittings shall be the same as specified for the adjacent pipe. 9-30.2(4)B Steel Pipe (4 inches and
Under) Fittings for steel pipe 4 inches and under shall be malleable iron threaded type with a pressure rating of 150 psi. Dimensions shall meet the requirements of ANSI B16.3. Threading
shall meet the requirements of ANSI B2.1. Material shall meet requirements of ASTM A47M, Grade 32510. Fittings shall be banded and hot-dip galvanized inside and out. 9-30.2(5) Polyvinyl
Chloride (PVC) Pipe 9-30.2(5)A Polyvinyl Chloride (PVC) Pipe (4 inches and Over) Fittings for PVC pipe shall be the same as specified for ductile iron pipe. 9-30.2(5)B Polyvinyl Chloride
(PVC) Pipe (Under 4 inches) Fittings for PVC pipe under 4 inches shall meet the requirements of ASTM D2466. 9-30.2(6) Restrained Joints The restraining of ductile iron pipe, fittings,
and valves shall be accomplished by the use of either a bolted or boltless system. Any device utilizing round point set screws shall not be permitted. All couplings installed underground
to connect ductile iron or PVC pipe shall be manufactured of ductile iron. 2022 Standard Specifications M 41-10 Page 9-251 Water Distribution Materials 9-30 9-30.2(7) Bolted, Sleeve-Type
Couplings for Plain End Pipe Bolted, sleeve-type couplings, reducing or transition couplings, and flanged coupling adapters used to join plain-end pipe shall meet the requirements of
AWWA C219. Buried couplings to connect ductile iron, gray cast iron, or PVC pipe shall be ductile iron. Buried couplings for connecting steel pipe to steel pipe shall be steel. 9-30.2(8)
Restrained Flexible Couplings Restrained flexible couplings shall be locking type couplings in accordance with the Plans or Special Provisions. Any couplings that utilize set screws
tightened against the outside pipe wall are not acceptable. Coupling shall be epoxy coated. 9-30.2(9) Grooved and Shouldered Joints Grooved and shouldered joints shall conform to AWWA
C606. Rigid or flexible grooved or shouldered joints shall be as specified in the Special Provisions. 9-30.2(10) Polyethylene (PE) Pipe (4 inches and Over) Fittings for PE pipe shall
meet the requirement of ANSI/AWWA C906. Pipe material shall be high-density polyethylene PE3408 conforming to minimum cell class 345464 C, D or E per ASTM D3350. Pipe diameter shall
be either iron pipe size per Table 3 and Table 5 of ANSI/AWWA C906 or ductile iron pipe size per Table 7 and Table 8 of ANSI/AWWA C 906. Pipe pressure class shall be as listed in Table
9 of ANSI/AWWA C 906 for DR 9 PE3408 material. 9-30.2(11) Fabricated Steel Mechanical Slip-Type Expansion Joints Fabricated steel mechanical slip-type expansion joints shall meet the
requirements of ANSI/AWWA C 221. Buried Expansion joints to connect ductile iron or PVC pipe shall be ductile iron. Buried expansion joints for connecting steel pipe to steel pipe shall
be steel. 9-30.3 Valves Valves shall be provided with hand wheels or operating nuts as designated. Where operating nuts are called for, a standard 2-inch operating nut shall be furnished.
Valves shall be nonrising stem type, open counterclockwise, and be equipped with an O ring stuffing box. 9-30.3(1) Gate Valves (3 to 16 inches) Gate valves shall meet the requirements
of AWWA C509 or AWWA C515. Gate valves 16 inches in size shall be arranged for operation in the horizontal position by enclosed bevel gearing. The Contractor shall provide an affidavit
of compliance stating that the valve furnished fully complies with AWWA C509 or AWWA C515. 9-30.3(2) Vacant Page 9-252 2022 Standard Specifications M 41-10 9-30 Water Distribution Materials
9-30.3(3) Butterfly Valves Butterfly valves shall be rubber seated and shall meet the requirements of AWWA C504, Class 150B. Butterfly valves shall be suitable for direct burial. Valve
operators shall be of the traveling nut or worm gear type, sealed, gasketed, and permanently lubricated for underground service. Valve operators shall be constructed to the standard
of the valve manufacturer to withstand all anticipated operating torques and designed to resist submergence in ground water. The Contractor shall provide an affidavit of compliance
stating that the valve furnished fully complies with AWWA C504. 9-30.3(4) Valve Boxes Valve boxes shall be installed on all buried valves. The box shall be of cast iron, two piece slip
type standard design with a base corresponding to the size of the valve. The box shall be coal tar painted by the manufacturer using its standard. The cover shall have the word “WATER”
cast in it. 9-30.3(5) Valve Marker Posts Posts shall have a 4-inch minimum square section and a minimum length of 42 inches, with beveled edges and shall contain at least one No. 3
bar reinforcing steel. The exposed portion of the marker posts shall be coated with two coats of concrete paint in a color selected by the Contracting Agency. The size of the valve
and the distance in feet and inches to the valve shall be stenciled on the face of the post, using black paint and a stencil which will produce letters 2 inches high. 9-30.3(6) Valve
Stem Extensions Valve stem extensions shall have a 2-inch-square operating nut and self-centering rockplate support. Valves with an operating nut more than 4 feet below grade shall
have a valve stem extension to raise the operating nut to within 36 inches of the ground surface. 9-30.3(7) Combination Air Release/Air Vacuum Valves Combination air release/air vacuum
valves shall be designed to operate with potable water under pressure to permit discharging a surge of air from an empty line when filling and relieve the vacuum when draining the system.
The valves shall also release an accumulation of air when the system is under pressure. This shall be accomplished in a single valve body designed to withstand 300 psi. The body and
cover shall be cast iron conforming to ASTM A48, Class 30. Floats shall be stainless steel conforming to ASTM A240 and designed to withstand 1,000 psi. Seats shall be Buna N rubber.
Internal parts shall be stainless steel or bronze. 2022 Standard Specifications M 41-10 Page 9-253 Water Distribution Materials 9-30 9-30.3(8) Tapping Sleeve and Valve Assembly Tapping
valves shall be furnished with flanged inlet end connections. The outlet ends shall conform in dimensions to the AWWA Standards for hub or mechanical joint connections, except that
the outside of the hub shall have a large flange for attaching a drilling machine. The seat opening of the valve must permit a diameter cut no less than ½ inch smaller than the valve
size. Valves specifically designed for tapping meeting the requirements of AWWA C500, and valves meeting the requirements of AWWA C509, will be permitted. Tapping valves shall be of
the same type as other valves on the project. Tapping sleeves shall be cast iron, ductile iron, stainless steel, epoxy-coated steel, or other approved material. 9-30.4 Vacant 9-30.5
Hydrants Fire hydrants shall conform to AWWA C502 and shall be of standard manufacture and of a pattern approved by the Contracting Agency. 9-30.5(1) End Connections The end connections
shall be mechanical joint or flanged, meeting the requirements of AWWA C110 and C111. 9-30.5(2) Hydrant Dimensions Hydrant connection pipes shall be 6 inches inside diameter with 6-inch
auxiliary gate valves. Barrels shall have a 7-inch minimum inside diameter. Hydrant length, measured from the bottom of the hydrant to the sidewalk ring, shall provide proper cover
at each installed location. Valve openings shall be 5¼ inches minimum diameter. Hydrants shall have two 2½-inch hose nozzles and one pumper nozzle to match Contracting Agency’s connection
requirements. Nozzles shall be fitted with cast iron threaded caps with operating nuts of the same design and proportions as the hydrant stem nuts. Caps shall be threaded to fit the
corresponding nozzles and shall be fitted with suitable neoprene gaskets of positive water tightness under test pressures. The direction of opening shall be counterclockwise and shall
be clearly marked on the operating nut or hydrant top. Hydrants shall be with O ring stem seals. The hydrant shall be painted with two coats of paint to match the owner’s existing hydrants.
9-30.5(3) Hydrant Extensions Hydrant extensions shall have a 6¾-inch minimum inside diameter and shall be gray cast iron or ductile iron and shall conform to the AWWA Standards for
such castings. The drillings of the connecting flanges on the extensions shall match the drillings of the flanges on the hydrant. Hydrant extensions shall also include the necessary
hydrant operating stem extensions. Page 9-254 2022 Standard Specifications M 41-10 9-30 Water Distribution Materials 9-30.5(4) Hydrant Restraints Shackle rods shall be ¾-inch diameter
with threaded ends, and shall be ASTM A36 steel. Shackle rods shall be coated with two coats of asphalt varnish. If a restrained joint system is used, it shall meet the requirements
of Section 9-30.2(6). 9-30.5(5) Traffic Flange Hydrants shall be provided with a traffic flange and shall be equipped with breaking devices at the traffic flange which will allow the
hydrant barrel to separate at this point with a minimum breakage of hydrant parts in case of damage. There shall also be provided at this point, a safety stem coupling on the operating
stem that will shear at the time of impact. 9-30.5(6) Guard Posts Guard posts for hydrants shall be provided where shown in the Plans. Guard posts shall be reinforced concrete having
a compressive strength of 3,500 psi and shall be 6 feet in length by 9 inches in diameter. Reinforcing shall consist of a minimum of five No. 3 deformed steel bars. 9-30.6 Water Service
Connections (2 inches and Smaller) 9-30.6(1) Saddles Saddles shall be ductile iron, bronze, brass, or stainless steel. Saddles used for ¾- and 1-inch services shall be single strap
and may be either AWWA tapered thread or female iron pipe thread outlet. Saddles used for 1½- and 2-inch services shall be double strap and shall be female iron pipe thread outlet.
Saddles used on PVC pipe shall be formed for PVC pipe and have flat, stainless steel straps. 9-30.6(2) Corporation Stops Corporation stops shall be made of bronze or brass alloy. Corporation
stops for direct tapping shall have AWWA tapered thread inlet and an outlet connections compatible with either copper or polyethylene tubing. Corporation stops used with ¾- and 1-inch
outlet saddles shall have either AWWA tapered thread or male iron pipe thread inlets and outlet connections compatible with either copper or polyethylene tubing. Thread patterns for
the saddle outlet and corporation stop inlet shall be the same. Corporation stops used with 1½- and 2-inch outlet saddles shall have male iron pipe thread inlets and outlet connections
compatible to connecting service pipes or have male iron pipe thread outlets. 2022 Standard Specifications M 41-10 Page 9-255 Water Distribution Materials 9-30 9-30.6(3) Service Pipes
9-30.6(3)A Copper Tubing Copper pipe or tubing shall be annealed, seamless, and conform to the requirements of ASTM B88, Type K rating. 9-30.6(3)B Polyethylene Tubing Polyethylene tubing
shall meet the requirements of AWWA C901. Tubing shall be high molecular mass with a 200 psi rating. Tubing used for ¾ and 1 inch shall be either SIDR 7 (iron pipe size) or SDR 9 (copper
tube size). Tubing used for 1½ and 2 inches shall be SDR 9 (copper tube size). 9-30.6(3)C PEX-a Tubing PEX-a tubing shall be a minimum of 3/4 inch or a maximum 2-inch in diameter and
shall be manufactured in accordance with AWWA C904 and ASTM F876. The tubing shall have a minimum materials designation code of 3306 in accordance with ASTM F876, a pressure rating
of 200 psi at 73.4 degrees using a design factor of 0.63 as outlined in PPI TR-3, Part F-7, and shall have a minimum SDR of 9. Tubing color shall be blue in accordance with APWA Uniform
color standards. 9-30.6(4) Service Fittings Fittings used for service connections shall be made of bronze or brass alloy. Fittings used for copper tubing shall be either compressions
or flare type. Fittings used for polyethylene tubing shall be either compression or stab type. Stab type fittings shall utilize an internal grip ring and O ring seal. Stainless steel
liners shall be used when utilizing compression fittings on polyethylene tubing. Fittings for PEX-a tubing shall meet the requirements of AWWA C904. 9-30.6(5) Meter Setters Meter setters
shall be manufactured and tested in accordance with all applicable parts of AWWA C800. Meter setters shall have an angle meter stop with drilled padlock wing, an angle check valve,
measure 12 inches in height, and shall have an inlet and outlet threads compatible with fittings connecting to service pipes. Meter setters for ⅝ by ¾, ¾, and 1-inch services shall
have meter saddle nuts for installation and removal of the meter. Meter setters for 1½- and 2-inch services shall be equipped with a locking bypass. Page 9-256 2022 Standard Specifications
M 41-10 9-30 Water Distribution Materials 9-30.6(6) Bronze Nipples and Fittings Bronze threaded nipples and fittings shall meet the requirements of ANSI B-16.15, ASA 125 pound class.
9-30.6(7) Meter Boxes Meter boxes and covers located in the non-traffic areas shall be constructed of either reinforced concrete or high-density polyethylene. High-density polyethylene
meter boxes and covers shall have a tensile strength conforming to ASTM D638. Meter box covers shall include a reading lid. Meter boxes located in traffic areas shall be constructed
of reinforced concrete, cast iron, or ductile iron. Traffic covers shall be constructed of aluminum, steel, cast iron, or ductile iron. Meter boxes and covers shall be designed for
H-20 loading. 2022 Standard Specifications M 41-10 Page 9-257 Fabricated Bridge Bearing Assemblies 9-31 9-31 Fabricated Bridge Bearing Assemblies 9-31.1 Steel Plates and Bars Steel
plates and bars, including anchor array templates, shall conform to ASTM A 36. Recessed steel surfaces retaining PTFE shall have an average surface roughness of 250-microinches or less.
Steel surfaces in contact with pre-formed fabric pad or polyether urethane disc shall have an average surface roughness of 250-microinches or less. Steel surfaces in contact with stainless
steel sheet, or with the bearing block of a pin bearing assembly, shall have an average surface roughness of 125-microinches or less. All other steel surfaces in contact with other
fabricated bridge bearing assembly components shall have an average surface roughness of 250-microinches or less. 9-31.2 Stainless Steel Stainless steel sheet shall conform to ASTM
A 240 Type 304L. Stainless steel in contact with PTFE shall be polished to a Number 8 mirror finish. Stainless steel sheet for fabric pad bearing assemblies shall have a thickness greater
than or equal to 14-gage. Stainless steel countersunk screws shall be hexagon socket type conforming to the geometric requirements of ANSI B 18.3 and shall conform to ASTM F 593 Type
304L. 9-31.3 Bearing Blocks and Keeper Rings Bearing block forgings for pin bearing assemblies shall conform to Section 9-06.11, including AASHTO M 102 Supplemental Requirement S4.
The grade shall be Grade F. The bearing block forging surfaces in contact with other pin bearing assembly components shall have an average surface roughness of 63-microinches or less.
All other bearing block forging surfaces shall have an average surface roughness of 250-microinches or less. Keeper ring forgings for pin bearing assemblies shall conform to Section
9-06.11, and the grade shall be Grade H. All keeper ring surfaces shall have an average surface roughness of 125-microinches or less. 9-31.4 Pin Assembly Pins shall conform to ASTM
A 276 UNS Designation 21800. The pin surfaces in contact with the bearing block shall have an average surface roughness of 63-microinches or less. Nuts shall conform to ASTM A 563 Grade
DH. Nuts with a thread diameter equal to or less than six-inches shall have a minimum Rockwell Hardness of HRc 24. Nuts with a thread diameter greater than six-inches shall have a Rockwell
Hardness between HRc 20 and HRc 30. Washers shall conform to ASTM A 572 Grade 50. Cotter pins shall be stainless steel. Page 9-258 2022 Standard Specifications M 41-10 9-31 Fabricated
Bridge Bearing Assemblies 9-31.5 Welded Shear Connectors Welded shear connectors shall conform to Section 9-06.15. 9-31.6 Bolts, Nuts and Washers Bolts, nuts and washers shall conform
to Section 9-06.5(3). 9-31.7 Anchor Array Rods, Nuts and Washers Anchor array rods, nuts and washers shall conform to Section 9-06.5(4). The top 1’-0”, minimum, of the exposed end of
the anchor rods, and the associated nuts and washers, shall be galvanized in accordance with AASHTO M 232 or ASTM F 2329 as applicable. Pipe sleeves for anchor array templates shall
conform to ASTM A 53 Grade B Type E or S, black. 9-31.8 Bearing Pads 9-31.8(1) Elastomeric Pads Elastomeric pads shall conform to the requirements of AASHTO M251 unless otherwise specified
in the Plans or Special Provisions. The elastomer shall be low-temperature Grade 3 and shall not contain any form of wax. Unless otherwise specified in the Plans or Special Provisions,
the elastomer shall have a shear modulus of elasticity of 165 psi at 73°F. All elastomeric pads with steel laminates shall be cast as units in separate molds and bonded and vulcanized
under heat and pressure. Corners and edges of molded pads may be rounded at the option of the Contractor. Radius at corners shall not exceed ⅜ inch, and radius of edges shall not exceed
⅛ inch. Elastomeric pads shall be fabricated to meet the tolerances specified in AASHTO M251. Shims contained in laminated elastomeric pads shall be mill rolled steel sheets not less
than 20 gage in thickness with a minimum cover of elastomer on all edges of: ¼ inch for pads less than or equal to 5 inches thick and, ½ inch for pads greater than 5 inches thick. Steel
shims shall conform to ASTM A1011, Grade 36, unless otherwise noted. All shim edges shall be ground or otherwise treated so that no sharp edges remain. 9-31.8(2) Polytetrafluoroethylene
(PTFE) PTFE shall be unfilled (100-percent virgin) PTFE or fiberglass fiber filled PTFE (or woven fabric PTFE for disc or spherical bearing assemblies) conforming to Section 18.8 of
the AASHTO LRFD Bridge Construction Specifications, and the following additional requirements: 1. PTFE shall be unfilled (100-percent virgin) PTFE except where filled PTFE is specified
in the Plans. 2022 Standard Specifications M 41-10 Page 9-259 Fabricated Bridge Bearing Assemblies 9-31 2. Filled PTFE shall be composed of PTFE resin uniformly blended with 15-percent
maximum fiberglass fiber. 3. The substrate shall limit the flow (elongation) of the confined PTFE to not more than 0.009-inch under a pressure of 2,000 psi for 15-minutes at 78°F for
a two-inch by three-inch test sample. 4. Unfilled PTFE shall have a hardness of 50 to 65 Durometer D, at 78°F, in accordance with ASTM D 2240. 5. The PTFE may be dimpled. 9-31.8(3)
Pre-formed Fabric Pad Pre-formed fabric pads shall be composed of multiple layers of duck, impregnated and bound with high-quality oil resistant synthetic rubber, compressed into resilient
pads. The pre-formed fabric pads shall conform to MIL C 882 and the following additional requirements: 1. The pre-formed fabric pad shall have a shore A hardness of 90 ± 5 in accordance
with ASTM D 2240. 2. The number of plies shall be as required to produce the specified thickness after compression and vulcanization. 9-31.9 Polyether Urethane Polyether urethane shall
be a molded polyether urethane compound conforming to the following properties: Physical Properties Specification Hardness, Type D durometer ASTM D 2240 45 55 65 Minimum tensile stress,
ksi At 100-percent elongation At 200-percent elongation ASTM D 412 1.5 2.8 1.9 3.4 2.3 4.0 Minimum tensile strength, ksi ASTM D 412 4.0 5.0 6.0 Minimum ultimate elongation, percent
ASTM D 412 350285220 Maximum compression set (22 hours at 158°F) Method B, percent ASTM D 395 40 40 40 Required minimums for tensile stress at specific elongations, tensile strength,
ultimate elongation, and compression set may be interpolated for durometer hardness values between 45 and 55, and 55 and 65. 9-31.10 Silicone Grease Silicone grease for use with dimpled
PTFE shall conform to SAE AS 8660. 9-31.11 Epoxy Gel Epoxy gel shall be Type 1, Grade 3, Class A, B, or C, conforming to Section 9-26.1. Page 9-260 2022 Standard Specifications M 41-10
9-31 Fabricated Bridge Bearing Assemblies 9-31.12 Resin Filler Resin filler shall be a two-component, resin and catalyst, liquid thermoset material, with the following properties:
1. The viscosity of the resin-catalyst mixture shall be 35,000 ± 5,000cP at 75°F immediately after mixing. 2. The flash point shall be 100°F minimum. 3. After mixing, the resin-catalyst
mixture shall be pourable for a minimum of 8-minutes at 60°F and shall harden in 15-minutes maximum. Heating of the mixture to a maximum temperature of 250°F after placement is permissible
to obtain a full cure. The properties of the cured resin-catalyst mixture shall be: 1. The fully cured compressive strength shall be 12,000 psi, minimum. 2. The maximum allowable shrinkage
shall be 2-percent. To control shrinkage, an inert filler may be used in the resin provided the specified viscosity requirements are met. 3. The hardness shall be between 40 and 55
in accordance with ASTM D 2583. The resin and catalyst components shall be supplied in separate containers. 2022 Standard Specifications M 41-10 Page 9-261 Mailbox Support 9-32 9-32
Mailbox Support 9-32.1 Steel Posts The Mailbox Support Type 1 post shall be 2 inches outside diameter, 14-gage, mechanical tubing, and shall conform to ASTM A513. Galvanizing shall
conform to G 90 coating as defined in ASTM A653, or an approved equal. Any damage to galvanized paint surfaces shall be treated with two coats of paint conforming to Section 9-08.1(2)B.
9-32.2 Bracket, Platform, and Anti-Twist Plate The bracket and platform for the Mailbox Support Types 1 and 2 shall be 16-gage sheet steel, conforming to ASTM A1011 or ASTM A1008. The
anti-twist plate for the Mailbox Support Type 1 shall be 16-gage sheet steel, conforming to ASTM A1011 or ASTM A1008. 9-32.3 Vacant 9-32.4 Vacant 9-32.5 Fasteners Unless otherwise specified,
bolts and nuts shall be Grade 5 commercial bolt stock, galvanized in accordance with ASTM A153. Washers, unless otherwise specified, shall be malleable iron, or cut from medium steel
or wrought iron plate. Washers and other hardware shall be galvanized in accordance with AASHTO M111. 9-32.6 Vacant 9-32.7 Type 2 Mailbox Support Type 2 mailbox supports shall be 2-inches
outside diameter, 14-gage steel tube and shall meet the NCHRP 350 or the Manual for Assessing Safety Hardware (MASH) crash test criteria. Type 2 mailbox supports shall be installed
in accordance with the manufacturer’s recommendations. 9-32.8 Concrete Base The concrete in the concrete base shall meet or exceed the requirements of Section 6-02.3(2)B. 9-32.9 Steel
Pipe The requirements for commercially available, Schedule 40, galvanized steel pipe, elbows, and couplings shall be met for all parts not intended to be bent or welded. Welded and
bent parts shall be galvanized after fabrication in accordance with AASHTO M 111. 9-32.10 Vacant Page 9-262 2022 Standard Specifications M 41-10 9-33 Construction Geosynthetic 9-33
Construction Geosynthetic 9-33.1 Geosynthetic Material Requirements The term geosynthetic shall be considered to be inclusive of geotextiles, geogrids, and prefabricated drainage mats.
Geotextiles, including geotextiles attached to prefabricated drainage core to form a prefabricated drainage mat, shall consist only of long chain polymeric fibers or yarns formed into
a stable network such that the fibers or yarns retain their position relative to each other during handling, placement, and design service life. At least 95 percent by weight of the
material shall be polyolefins or polyesters. The material shall be free from defects or tears. The geotextile shall also be free of any treatment or coating which might adversely alter
its hydraulic or physical properties after installation. Geogrids shall consist of a regular network of integrally connected polymer tensile elements with an aperture geometry sufficient
to permit mechanical interlock with the surrounding backfill. The long chain polymers in the geogrid tensile elements, not including coatings, shall consist of at least 95 percent by
mass of the material of polyolefins or polyesters. The material shall be free of defects, cuts, and tears. Prefabricated drainage core shall consist of a three dimensional polymeric
material with a structure that permits flow along the core laterally, and which provides support to the geotextiles attached to it. The geosynthetic shall conform to the properties
as indicated in Tables 1 through 8 in Section 9-33.2, and additional tables as required in the Standard Plans and Special Provisions for each use specified in the Plans. Specifically,
the geosynthetic uses included in this section and their associated tables of properties are as follows: Geotextile Geosynthetic Application Applicable Property Tables Underground Drainage,
Low and Moderate Survivability, Classes A, B, and C Tables 1 and 2 Separation Table 3 Soil Stabilization Table 3 Permanent Erosion Control, Moderate and High Survivability, Classes
A, B, and C Tables 4 and 5 Ditch Lining Table 4 Temporary Silt Fence Table 6 Permanent Geosynthetic Retaining Wall Table 7 and Std. Plans Temporary Geosynthetic Retaining Wall Tables
7 and 10 Prefabricated Drainage Mat Table 8 Table 10 will be included in the Special Provisions. 2022 Standard Specifications M 41-10 Page 9-263 Construction Geosynthetic 9-33 Geogrid
and geotextile reinforcement in geosynthetic retaining walls shall conform to the properties specified in the Standard Plans for permanent walls, and Table 10 for temporary walls. For
geosynthetic retaining walls that use geogrid reinforcement, the geotextile material placed at the wall face to retain the backfill material as shown in the Plans shall conform to the
properties for Construction Geotextile for Underground Drainage, Moderate Survivability, Class A. Thread used for sewing geotextiles shall consist of high-strength polypropylene, polyester,
or polyamide. Nylon threads will not be allowed. The thread used to sew permanent erosion control geotextiles, and to sew geotextile seams in exposed faces of temporary or permanent
geosynthetic retaining walls, shall also be resistant to ultraviolet radiation. The thread shall be of contrasting color to that of the geotextile itself. 9-33.2 Geosynthetic Properties
9-33.2(1) Geotextile Properties Table 1 Geotextile for Underground Drainage Strength Properties for Survivability Geotextile Property ASTM Test Method2 Geotextile Property Requirements1
Low Survivability Moderate Survivability Woven Nonwoven Woven Nonwoven Grab Tensile Strength, in machine and x-machine direction D4632 180 lb min. 115 lb min. 250 lb min. 160 lb min.
Grab Failure Strain, in machine and x-machine direction D4632 < 50% ≥ 50% < 50% ≥ 50% Seam Breaking Strength D46323 160 lb min. 100 lb min. 220 lb min. 140 lb min. Puncture Resistance
D6241 370 lb min. 220 lb min. 495 lb min. 310 lb min. Tear Strength, in machine and x-machine direction D4533 67 lb min. 40 lb min. 80 lb min. 50 lb min. Ultraviolet (UV) Radiation
Stability D4355 50% strength retained min., after 500 hours in a xenon arc device Notes in Section 9-33.2(3), Table 8. Table 2 Geotextile for Underground Drainage Filtration Properties
Geotextile Property ASTM Test Method2 Geotextile Property Requirements1 Class A Class B Class C AOS D4751 No. 40 max. No. 60 max. No. 80 max. Water Permittivity D4491 0.5 sec-1 min.
0.4 sec-1 min. 0.3 sec-1 min. Notes in Section 9-33.2(3), Table 8. Page 9-264 2022 Standard Specifications M 41-10 9-33 Construction Geosynthetic Table 3 Geotextile for Separation or
Soil Stabilization Geotextile Property ASTM Test Method2 Geotextile Property Requirements1 Separation Soil Stabilization Woven Nonwoven Woven Nonwoven AOS D4751 No. 30 max. No. 40 max.
Water Permittivity D4491 0.02 sec-1 min. 0.10 sec-1 min. Grab Tensile Strength, in machine and x-machine direction D4632 250 lb min. 160 lb min. 315 lb min. 200 lb min. Grab Failure
Strain, in machine and x-machine direction D4632 < 50% ≥ 50% < 50% ≥ 50% Seam Breaking Strength D46323 220 lb min. 140 lb min. 270 lb min. 180 lb min. Puncture Resistance D6241 495
lb min. 310 lb min. 620 lb min. 430 lb min. Tear Strength, in machine and x-machine direction D4533 80 lb min. 50 lb min. 112 lb min. 79 lb min. Ultraviolet (UV) Radiation Stability
D4355 50% strength retained min., after 500 hours in xenon arc device Notes in Section 9-33.2(3), Table 8. Table 4 Geotextile for Permanent Erosion Control and Ditch Lining Geotextile
Property ASTM Test Method2 Geotextile Property Requirements1 Permanent Erosion Control Ditch Lining Moderate Survivability High Survivability Woven Non Woven Woven Non Woven Woven Non
Woven AOS D4751 See Table 5 See Table 5 No. 30 max. Water Permittivity D4491 See Table 5 See Table 5 0.02 sec-1 min. Grab Tensile Strength, in machine and x-machine direction D4632
250 lb min. 160 lb min. 315 lb min. 200 lb min. 250 lb min. 160 lb min. Grab Failure Strain, in machine and x-machine direction D4632 15% -50% ≥ 50% 15% - 50% ≥ 50% < 50% ≥ 50% Seam
Breaking Strength D46323 220 lb min. 140 lb min. 270 lb min. 180 lb min. 220 lb min. 140 lb min. Puncture Resistance D6241 495 lb min. 310 lb min. 620 lb min. 430 lb min. 495 lb min.
310 lb min. Tear Strength, in machine and x-machine direction D4533 80 lb min. 50 lb min. 112 lb min. 79 lb min. 80 lb min. 50 lb min. Ultraviolet (UV) Radiation Stability D4355 70%
strength retained min., after 500 hours in xenon arc device Notes in Section 9-33.2(3), Table 8. 2022 Standard Specifications M 41-10 Page 9-265 Construction Geosynthetic 9-33 Table
5 Filtration Properties for Geotextile for Permanent Erosion Control Geotextile Property ASTM Test Method2 Geotextile Property Requirements1 Class A Class B Class C AOS D4751 No. 40
max. No. 60 max. No. 70 max. Water Permittivity D4491 0.7 sec-1 min. 0.4 sec-1 min. 0.2 sec-1 min. Notes in Section 9-33.2(3), Table 8. Table 6 Geotextile for Temporary Silt Fence Geotextile
Property ASTM Test Method2 Geotextile Property Requirements1 Unsupported Between Posts Supported Between Posts With Wire or Polymeric Mesh AOS D4751 No. 30 max. for slit wovens, No.
50 for all other geotextile types, No. 100 min. Water Permittivity D4491 0.02 sec-1 min. Grab Tensile Strength, in machine and x-machine direction D4632 180 lb min. in machine direction,
100 lb min. in x-machine direction 100 lb min. Grab Failure Strain, in machine and x-machine direction D4632 30% max. at 180 lb or more Ultraviolet (UV) Radiation Stability D4355 70%
strength retained min., after 500 hours in xenon arc device Notes in Section 9-33.2(3), Table 8. 9-33.2(2) Geotextile Properties for Retaining Walls and Reinforced Slopes Table 7 Minimum
Properties Required for Geotextile Reinforcement Used in Geosynthetic Reinforced Slopes and Retaining Walls Geotextile Property ASTM Test Method2 Geotextile Property Requirements1
Woven Nonwoven AOS D4751 No. 20 max. Water Permittivity D4491 0.02 sec-1 min. Grab Tensile Strength, in machine and x-machine direction D4632 200 lb min. 120 lb min. Grab Failure Strain,
in machine and x-machine direction D4632 < 50% ≥ 50% Seam Breaking Strength D46323,4 160 lb min. 100 lb min. Puncture Resistance D6241 370 lb min. 220 lb min. Tear Strength, in machine
and x-machine direction D4533 63 lb min. 50 lb min. Ultraviolet (UV) Radiation Stability D4355 70% (for polypropylene and polyethylene) and 50% (for polyester) Strength Retained min.,
after 500 hours in a xenon arc device Notes in Section 9-33.2(3), Table 8. Page 9-266 2022 Standard Specifications M 41-10 9-33 Construction Geosynthetic 9-33.2(3) Prefabricated Drainage
Mat Prefabricated drainage mat shall have a single or double dimpled polymeric core with a geotextile attached and shall meet the following requirements: Table 8 Minimum Properties
Required for Prefabricated Drainage Mats Geotextile Property ASTM Test Method2 Geotextile Property Requirements1 AOS D4751 No. 60 max. Water Permittivity D4491 0.4 sec-1 min. Grab Tensile
Strength, in machine and x-machine direction D4632 Nonwoven – 100 lb min. Width Thickness D1777 12 inch min. 0.4 inch min. Compressive Strength at Yield D1621 100 psi min. In Plan
Flow Rate Gradient = 0.1, Pressure = 5.5 psi Gradient = 1.0, Pressure = 14.5 psi D4716 5.0 gal./min./ft. min. 15.0 gal/min./ft. min. 1All geotextile properties in Tables 1 through
8 are minimum average roll values (i.e., the test results for any sampled roll in a lot shall meet or exceed the values shown in the table). 2The test procedures used are essentially
in conformance with the most recently approved ASTM geotextile test procedures, except for geotextile sampling and specimen conditioning, which are in accordance with WSDOT T 914, Practice
for Sampling of Geotextiles for Testing, and T 915, Practice for Conditioning of Geotextiles for Testing, respectively. Copies of these test methods are available at the State Materials
Laboratory, PO Box 47365, Olympia, WA 98504-7365. 3With seam located in the center of 8-inch-long specimen oriented parallel to grip faces. 4Applies only to seams perpendicular to the
wall face. 9-33.3 Aggregate Cushion of Permanent Erosion Control Geotextile Aggregate cushion for permanent erosion control geotextile, Class A shall meet the requirements of Section
9-03.9(2). Aggregate cushion for permanent erosion control geotextile, Class B or C shall meet the requirements of Sections 9-03.9(3) and 9-03.9(2). 2022 Standard Specifications M 41-10
Page 9-267 Construction Geosynthetic 9-33 9-33.4 Geosynthetic Material Approval and Acceptance 9-33.4(1) Geosynthetic Material Approval Geosynthetics listed in the WSDOT Qualified Products
List (QPL) are approved for use. If the geosynthetics material is not listed in the current WSDOT QPL, a Manufacturer’s Certificate of Compliance including Certified Test Reports of
each proposed geosynthetic shall be submitted to the State Materials Laboratory in Tumwater for evaluation. Geosynthetic material approval will be based on conformance to the applicable
properties from the Tables in Section 9-33.2 or in the Standard Plans or Special Provisions. Approval/ Disapproval information will be provided within 30 calendar days after the sample
and required information for each geosynthetic type have been received at the State Materials Laboratory in Tumwater. The Contractor shall submit to the Engineer the following information
regarding each geosynthetic material proposed for use: Manufacturer’s name and current address, Full product name, Geosynthetic structure, including fiber/yarn type, Geosynthetic polymer
type(s) (for permanent geosynthetic retaining walls, reinforced slopes, reinforced embankments, and other geosynthetic reinforcement applications), Geosynthetic roll number(s), Geosynthetic
lot number(s), Proposed geosynthetic use(s), and Certified test results for minimum average roll values. Geosynthetics used as reinforcement in permanent geosynthetic retaining walls,
reinforced slopes, reinforced embankments, and other geosynthetic reinforcement applications require proof of compliance with the National Transportation Product Evaluation Program
(NTPEP) in accordance with AASHTO Standard Practice R 69, Standard Practice for Determination of Long-Term Strength for Geosynthetic Reinforcement. 9-33.4(2) Vacant Page 9-268 2022
Standard Specifications M 41-10 9-33 Construction Geosynthetic 9-33.4(3) Acceptance Samples A satisfactory test report is required when the quantities of geosynthetic materials proposed
for use in the following geosynthetic applications are greater than the following amounts: Application Geosynthetic Quantity Underground Drainage 100 sq. yd. Permanent Geosynthetic
Reinforced Slopes, Retaining Walls, Reinforced Embankments, and other Geosynthetic Reinforcement Applications All quantities The samples for acceptance testing shall include the information
about each geosynthetic roll to be used as stated in Section 9-33.4(4). Samples from the geosynthetic roll will be taken to confirm that the material meets the property values specified.
Samples will be randomly taken at the job site by the Contractor in accordance with WSDOT T 914 in the presence of the Engineer. Acceptance will be based on testing of samples from
each lot. A “lot” shall be defined for the purposes of this Specification as all geosynthetic rolls within the consignment (i.e., all rolls sent to the project site) that were produced
by the same manufacturer during a continuous period of production at the same manufacturing plant and have the same product name. Test results from Section 9-33.4(1) Geosynthetic Material
Approval testing may be used for acceptance provided the tested roll(s) are part of the “lot” as defined above. Acceptance testing information will be provided within 30 calendar days
after the sample and the required information for each geosynthetic type have been received at the State Materials Laboratory in Tumwater. If the results of the testing show that a
geosynthetic lot, as defined, does not meet the properties required for the specified use as indicated in Tables 1 through 8 in Section 9-33.2, and additional tables as specified in
the Special Provisions, the roll or rolls which were sampled will be rejected. Geogrids and geotextiles for temporary geosynthetic retaining walls shall meet the requirements of Table
7, and Table 10 in the Special Provisions. Geogrids and geotextiles for permanent geosynthetic retaining wall shall meet the requirements of Table 7, and Table 9 in the Special Provisions,
and both geotextile and geogrid acceptance testing shall meet the required ultimate tensile strength Tult as provided in the current QPL for the selected product(s). If the selected
product(s) are not listed in the current QPL, the result of the testing for Tult shall be greater than or equal to Tult as determined from the product data submitted and approved by
the State Materials Laboratory during source material approval. For each geosynthetic roll that is tested and fails, the Engineer will select two additional rolls from the same lot
for sampling and retesting. The Contractor shall sample the rolls in accordance with WSDOT T 914 in the presence of the Engineer. If the retesting shows that any of the additional rolls
tested do not meet the required properties, the entire lot will be rejected. If the test results from all the rolls retested meet the required 2022 Standard Specifications M 41-10 Page
9-269 Construction Geosynthetic 9-33 properties, the entire lot minus the roll(s) that failed will be accepted. All geosynthetic that has defects, deterioration, or damage, as determined
by the Engineer, will also be rejected. All rejected geosynthetic shall be replaced at no additional expense to the Contracting Agency. 9-33.4(4) Acceptance by Certificate of Compliance
When the quantities of geosynthetic proposed for use in each geosynthetic application are less than or equal to the following amounts, acceptance shall be by Manufacturer’s Certificate
of Compliance: Application Geosynthetic Quantity Underground Drainage 100 sq. yd. Soil Stabilization and Separation All quantities Permanent Erosion Control All quantities Prefabricated
Drainage Mat All quantities The Manufacturer’s Certificate of Compliance shall include the following information about each geosynthetic roll to be used: • Manufacturer’s name and current
address, • Full product name, • Geosynthetic structure, including fiber/yarn type, • Geosynthetic Polymer type (for all temporary and permanent geosynthetic retaining walls only), •
Geosynthetic roll number(s), • Geosynthetic lot number(s), • Proposed geosynthetic use(s), and • Certified test results. 9-33.4(5) Approval of Seams If the geotextile seams are to be
sewn in the field, the Contractor shall provide a section of sewn seam that can be sampled by the Engineer before the geotextile is installed. The seam sewn for sampling shall be sewn
using the same equipment and procedures as will be used to sew the production seams. If production seams will be sewn in both the machine and cross-machine directions, the Contractor
must provide sewn seams for sampling which are oriented in both the machine and cross-machine directions. The seam sewn for sampling must be at least 2 yards in length in each geotextile
direction. If the seams are sewn in the factory, the Engineer will obtain samples of the factory seam at random from any of the rolls to be used. The seam assembly description shall
be submitted by the Contractor to the Engineer and will be included with the seam sample obtained for testing. This description shall include the seam type, stitch type, sewing thread
type(s), and stitch density. Page 9-270 2022 Standard Specifications M 41-10 9-34 Pavement Marking Material 9-34 Pavement Marking Material 9-34.1 General Pavement marking materials
in this section consist of paint, plastic, tape or raised pavement markers as described in Sections 8-22 and 8-23 as listed below: Low VOC Solvent Based Paint Low VOC Waterborne Paint
Temporary Pavement Marking Paint Type A – Liquid Hot Applied Thermoplastic Type B – Pre-Formed Fused Thermoplastic Type C – Cold Applied Pre-Formed Tape Type D – Liquid Cold Applied
Methyl Methacrylate Glass Beads Temporary Pavement Marking Tape Temporary Raised Pavement Markings 9-34.2 Paint White and yellow paint shall comply with the Specifications for low VOC
(volatile organic compound) solvent-based paint or low VOC waterborne paint. Blue paint for “Access Parking Space Symbol with Background” and black paint for contrast markings shall
be chosen from a WSDOT QPL-listed manufacturer for white and yellow paint. Blue and black paint shall comply with the requirements of yellow paint in Section 9-34.2(4) and Section 9-34.2(5),
with the exception that blue and black paints do not need to meet the requirements for titanium dioxide, directional reflectance, and contrast ratio. 9-34.2(1) Vacant 9-34.2(2) Color
Paint draw-downs shall be prepared according to ASTM D823. For white, the color shall closely match SAE AMS Standard 595, color number 37875. For yellow, the color shall closely match
SAE AMS Standard 595, color number 33538. For blue, the color shall closely match SAE AMS Standard 595, color number 35180. For black, the color shall closely match SAE AMS Standard
595, color number 37038. 2022 Standard Specifications M 41-10 Page 9-271 Pavement Marking Material 9-34 9-34.2(3) Prohibited Materials Traffic paint shall not contain mercury, lead,
chromium, diarylide pigments, toluene, chlorinated solvents, hydrolysable chlorine derivatives, ethylene-based glycol ethers and their acetates, nor any other EPA hazardous waste material
over the regulatory levels per CFR 40 Part 261.24. 9-34.2(4) Low VOC Solvent Based Paint Paint Properties Test Method Low VOC Solvent-Based Paint White Yellow Min. Max. Min. Max. Density
of Paint (lb/gal) ASTM D1475 11.8 11.8 Viscosity, KU ASTM D562 @35°F @50°F 105 105 @77°F 75 85 75 85 @90°F @120°F 65 65 Nonvolatile Content, % by weight ASTM D2369 65 65 Pigment
Content, % by weight ASTM D2698 53 53 Titanium Dioxide Content (lb/gal), Rutile Type II ASTM D5381 1.0 0.2 Volatile Organic Content (VOC) lbs/gal ASTM D3960 1.25 1.25 Directional Reflectance
%, @ 15 mils wet WSDOT T 314 80 50 Package Stability ASTM D1849 6 6 Bleeding, % ASTM D8681 90 90 Flexibility ASTM D5222 No cracking, flaking, or loss of adhesion Settling Properties
during Storage, inch ASTM D13093 8 8 Skinning ASTM D154 The paint shall not skin within 48 hours in a ¾ filled, tightly closed container 1The reflectance of the paint over asphalt paper
shall be a minimum of 90 percent of the reflectance measurement of the paint over a taped (nonbleeding) surface. 2The paint shall be applied at a wet film thickness of 6 mils to a 3
by 5 inch panel that has been solvent cleaned and lightly buffed with steel wool. With the panel kept in a horizontal position, the paint shall be allowed to dry for 18 hours at 77°
± 2°F, and then baked for 3 hours at 140° ± 2°F. The panel shall be cooled to 77° ± 2°F for at least 30 minutes, bent over a 0.25 inch mandrel, and then examined without magnification.
The paint shall show no cracking, flaking, or loss of adhesion. 3The sample shall show no more than 0.5 inch of clear material over the opaque portion of the paint and there shall be
no settling below a rating of eight. Page 9-272 2022 Standard Specifications M 41-10 9-34 Pavement Marking Material 9-34.2(5) Low VOC Waterborne Paint Paint PropertiesTest Method Standard
Waterborne Paint Type 1 and 2 Semi-Durable Waterborne Paint Type 3 High-Build Waterborne Paint Type 4 Cold Weather Waterborne Paint Type 5 WhiteYellowWhiteYellowWhiteYellowWhiteYellow
Min.Max.Min.Max. Min.Max.Min.Max. Min.Max. Min.Max.Min.Max.Min.Max. Density of Paint (lb/gal)ASTM D1475Within ± 0.3 of qualification sample Within ± 0.3 of qualification sample Within
± 0.3 of qualification sample 12.512.5 Viscosity, KUASTM D562 @35°F9595 @77°F8095809580958095809580958787 @90°F6060606060606060 Nonvolatile Content, % by weight ASTM D23697575777777777
070 Pigment Content, % by weightASTM D372368686565 Nonvolatile Vehicle (NVV), % by weight ASTM D2369 ASTM D37231 4040434343434040 Volatile Organic Content (VOC) lbs/gal ASTM D39601.251.251.251.251.25
1.251.251.25 Fineness of Grind, (Hegman Scale) ASTM D121033333333 Contrast Ratio, @ 15 mils wetASTM D28050.980.960.980.960.980.960.990.98 Directional Reflectance %, @ 15 mils wet WSDOT
T 3148850885090508750 Flash Point, °FASTM D93100°100°100°100° pHASTM E709.59.59.59.59.59.59.59.5 Laboratory Dry Time (Minutes) ASTM D711101010101010 Vehicle CompositionASTM D2621100%
acrylic emulsion100% acrylic emulsion100% cross-linking acrylic4 100% acrylic emulsion 2022 Standard Specifications M 41-10 Page 9-273 Pavement Marking Material 9-34 Paint PropertiesTest
Method Standard Waterborne Paint Type 1 and 2 Semi-Durable Waterborne Paint Type 3 High-Build Waterborne Paint Type 4 Cold Weather Waterborne Paint Type 5 WhiteYellowWhiteYellowWhiteYellowWhiteYello
w Min.Max.Min.Max. Min.Max.Min.Max. Min.Max. Min.Max.Min.Max.Min.Max. Freeze-Thaw Stability, KUASTM D2243 and D562 @ 5 cycles show no coagulation or change in viscosity greater than
± 10 KU @ 5 cycles show no coagulation or change in viscosity greater than ± 10 KU @ 5 cycles show no coagulation or change in viscosity greater than ± 10 KU @ 3 cycles show no coagulation
or change in viscosity greater than ± 10 KU Heat StabilityASTM D5622± 10 KU from the initial viscosity ± 10 KU from the initial viscosity ± 10 KU from the initial viscosity ± 10 KU
from the initial Viscosity Low Temperature Film Formation ASTM D28053 No CracksNo CracksNo Cracks Cold Flexibility5ASTM D522Pass at 0.5 in mandrel8Pass at 0.25 in mandrel Test Deck
Durability6ASTM D913≥70% paint retention in wheel track8 ≥70% paint retention in wheel track Mud CrackingSee note 7No CracksNo CracksNo Cracks 1Use the following formula for calculating nonvolatile
in vehicle (NVV): NVV = (N-P/100-P)×100. Where: N= % of nonvolatile content as determined by ASTM D2369 and P= % of pigment content as determined by ASTM D3723. 2Put approximately 15-fluid
ounces of paint in a 1-pint lined container, close the container, seal it with tape, and put it an oven maintained at 140° ± 2°F for 7 days. Equilibrate the paint at 77° ± 2°F and mix
thoroughly with gentle stirring. Perform consistency test as specified in ASTM D562. Consistency shall not vary by ±10 KU from the initial viscosity. 3Apply paint at 15 mils wet per
ASTM D2805 over a 2A Leneta Chart. Immediately and carefully lay the applied film horizontally in a refrigerator that maintains a temperature of 35°F. After 24 hours, remove the applied
film and inspect. Paint film should show no cracks when held at arm’s length and observed by the naked eye. 4Cross-linking acrylic shall meet the requirements of federal specification
TT-P-1952F Section 3.1.1. 5Cold Flexibility: The paint shall be applied to an aluminum panel at a wet film thickness of 15 mils and allowed to dry under ambient conditions (50±10% RH and 72±5 ˚F)
for 24 hours. A cylindrical mandrel apparatus (in accordance with ASTM D522 method B) shall be put in a 40°F refrigerator when the paint is drawn down. After 24 hours, the aluminum
panel with dry paint shall be put in the 40°F refrigerator with the mandrel apparatus for 2 hours. After 2 hours, the panel and test apparatus shall be removed and immediately tested
to according to ASTM D522 to evaluate cold flexibility. Paint must show no evidence of cracking, chipping or flaking when bent 180 degrees over a mandrel bar of specified diameter.
6NTPEP test deck, or a test deck conforming to ASTM D713, shall be conducted for a minimum of six months with the following additional requirements: it shall be applied at 15 wet mils
to a test deck that is located at 40N latitude or higher with at least 10,000 ADT and which was applied during the months of September through November. 7Paint is applied to an approximately 4”×12”
aluminum panel using a drawdown bar with a 50 mil gap. The coated panel is allowed to dry under ambient conditions (50±10% RH and 72±5 ˚F) for 24 hours. Visual evaluation of the dry film shall revea
l no cracks. 8Only applies to Standard Waterborne Paint Type 2. Page 9-274 2022 Standard Specifications M 41-10 9-34 Pavement Marking Material 9-34.2(6) Temporary Pavement Marking Paint
Paint used for temporary pavement marking shall conform to the requirements of Section 9-34.2. 9-34.3 Plastic White and yellow plastic pavement marking materials shall comply with the
Specifications for: Type A – Liquid hot applied thermoplastic Type B – Pre-formed fused thermoplastic Type C – Cold applied pre-formed tape Type D – Liquid cold applied methyl methacrylate
For black, the color shall closely match SAE AMS Standard 595, color number 37038, and shall be chosen from a WSDOT QPL-listed manufacturer for white or yellow plastic. Black plastic
shall comply with Sections 9-34.3(2), 9-34.3(3), and 9-34.3(4) for yellow, except for retroreflectance. 9-34.3(1) Type A – Liquid Hot Applied Thermoplastic Type A material consists
of a mixture of pigment, fillers, resins and glass beads that is applied to the pavement in the molten state by extrusion or by spraying. The material can be applied at a continuously
uniform thickness or it can be applied with a profiled pattern. Glass beads, intermixed and top dress, shall conform to the manufacturer’s recommendations necessary to meet the retroreflectance
requirements. Type A material shall conform to the requirements of AASHTO M 249 and the following: Resin – The resin shall be alkyd or hydrocarbon. Retroreflectance – ASTM E1710 Newly
applied pavement markings shall have a minimum initial coefficient of retroreflective luminance of 250 mcd·m-2·lx-1 for white and 175 mcd·m-2·lx-1 for yellow in accordance with ASTM
E1710 when measured with a 30-meter retroreflectometer. WSDOT will measure retroreflectivity for compliance with a Delta LTL-X retroreflectometer. Skid Resistance – ASTM E303 45 BPN
units minimum 2022 Standard Specifications M 41-10 Page 9-275 Pavement Marking Material 9-34 9-34.3(2) Type B – Pre-Formed Fused Thermoplastic Type B material consists of a mixture
of pigment, fillers, resins and glass beads that is factory produced in sheet form. The material is applied by heating the pavement and top heating the material. The material shall
contain intermixed glass beads. The material shall conform to AASHTO M 249, with the exception of the relevant differences for the materials being applied in the pre-formed state and
the following: Resin – The resin shall be alkyd or hydrocarbon. The sample material submitted for approval shall be fused to a suitable substrate prior to performing the following tests.
Retroreflectance – ASTM E1710 The fused samples shall have a minimum initial coefficient of retroreflective luminance of 250 mcd·m-2·lx-1 for white and 175 mcd·m-2·lx-1 for yellow in
accordance with ASTM E1710 when measured with a 30-meter retroreflectometer. WSDOT will measure retroreflectivity for compliance with a Delta LTL-X retroreflectometer. Skid Resistance
– ASTM E303 45 BPN units minimum The blue color shall match SAE AMS Standard 595, color number 35180, and the tolerance of variation shall match that shown in the FHWA “Highway Blue
Color Tolerance Chart”. The red color shall match SAE AMS Standard 595, color number 11136, and the tolerance of variation shall match that shown in the FHWA “Highway Red Color Tolerance
Chart”. 9-34.3(3) Type C – Cold Applied Pre-Formed Tape Type C material consists of plastic pre-formed tape that is applied cold to the pavement. The tape shall be capable of adhering
to new and existing hot mix asphalt or cement concrete pavement. If the tape manufacturer recommends the use of a surface primer or adhesive, use a type approved by the pavement marking
manufacturer. The tape shall also be capable of being inlaid into fresh hot mix asphalt during the final rolling process. The material is identified by the following designations: Type
C-1 tape has a surface pattern with retroreflective elements exposed on the raised areas and faces and intermixed within its body and shall conform to ASTM D4505, Reflectivity Level
I, Class 2 or 3, Skid Resistance Level A. Type C-2 tape has retroreflective elements exposed on its surface and intermixed within its body and shall conform to the requirements of ASTM
D4505, Reflectivity Level II, Class 2 or 3, Skid Resistance Level A. Page 9-276 2022 Standard Specifications M 41-10 9-34 Pavement Marking Material 9-34.3(4) Type D – Liquid Cold Applied
Methyl Methacrylate Type D material consists of a two-part mixture of methyl methacrylate and a catalyst that is applied cold to the pavement. The material can be applied at a continuously
uniform thickness or it can be applied with profiles (bumps). The material is classified by Type designation, depending upon the method of application. Glass beads shall conform to
the manufacturer’s recommendations necessary to meet the retroreflectance requirements. Type D-1, D-2, D-3, D-4, and D-6 material shall have intermixed glass beads in the material prior
to application. Type D-5 material shall have glass beads injected into the material at application and a second coating of top dressing beads applied immediately after material application.
Type D materials shall conform to the following: Type D – Liquid Cold Applied Methyl Methacrylate Properties Property Test Method White Yellow Min. Max. Min. Max. Adhesion to PCC or
HMA, psi ASTM D72341 200 or substrate failure 200 or substrate failure Chemical Resistance 2 No Effect No Effect Hardness ASTM D22403 50 50 No Track Time ASTM D7114 30 30 Skid Resistance,
BPN ASTM E303 45 45 Tensile Strength, psi ASTM D638 125 125 1Part A and B mixed, applied at 60 mils thickness. 2Cured markings shall be resistant to calcium chloride, sodium chloride,
fuels, oils, and UV effects. Cure three days for motor oil, gas, diesel, ATF, salt, and anti-freeze. 3Shore Durometer Type D and measurement made after 24 hours. 4Sample applied at
40 mils. Type D liquid cold-applied methyl methacrylate shall meet the following formulations: 4:1 Formulation Type D – Liquid Cold Applied Methyl Methacrylate Type D-1 – One-gallon
of methyl methacrylate and 3-fluid ounces of benzoyl peroxide powder (by weight). Type D-2, D-3, D-4, and D-5 – Four parts methyl methacrylate and one part liquid benzoyl peroxide (by
volume). 2022 Standard Specifications M 41-10 Page 9-277 Pavement Marking Material 9-34 98:2 Formulation Type D – Liquid Cold Applied Methyl Methacrylate Type D-1– One-gallon of methyl
methacrylate and 3-fluid ounces of benzoyl peroxide powder (by weight). Type D-2, D-3, D-4, D-5, and D-6 – Ninety-eight parts methyl methacrylate and two parts liquid benzoyl peroxide
(by volume). D liquid cold applied methyl methacrylate shall meet the following requirements for viscosity for Part A of the mixture: 4:1 Formulations Type D – Liquid Cold Applied Methyl
Methacrylate Property Test Method D-1 D-2 D-3 D-4 D-5 White D-5 Yellow Min. Max. Min. Max. Min. Max. Min. Max. Min. Max. Min. Max. Viscosity cP @ 77°F, 50-rpm, spindle #7 ASTM D2196
Method B, LV Model 11,000 15,000 26,000 28,000 17,000 21,000 Viscosity cP @ 77°F, 50-rpm, spindle #4 ASTM D2196 Method B, LV Model 8,000 10,000 5,000 8,000 7,000 11,000 98:2 Formulations
Type D – Liquid Cold Applied Methyl Methacrylate Property Test Method D-1 D-2 D-3 D-4 D-5 D-6 Min. Max. Min. Max. Min. Max. Min. Max. Min. Max. Min. Max. Viscosity Daniel Scale Daniel
Method1 12 14 6 12 12 14 13 15 Viscosity cP @ 77°F, 50-rpm, spindle #4 ASTM D2196 Method B, LV Model 100 118 1Follow Daniel Gauge method; measure flow at 60-seconds. 9-34.4 Glass Beads
for Pavement Marking Materials Glass beads for traffic marking paint shall be coated with silicone for moisture resistance and a silane to promote adhesion. The beads shall be transparent,
clean, colorless glass; smooth and spherically shaped; and free from milkiness, pits, or excessive air bubbles. Glass beads used with plastic traffic markings shall be per the manufacturer’s
recommendations. Page 9-278 2022 Standard Specifications M 41-10 9-34 Pavement Marking Material The glass beads for paint and plastic traffic markings shall not contain any metals in
excess of the following established total concentration limits when tested in accordance with the listed test methodology: Metal Concentration Limits Element Test Method Max. Parts
Per Million (ppm) Arsenic EPA 3052 SW-846 6010D 10.0 Barium EPA 3052 SW-846 6010D 100.0 Cadmium EPA 3052 SW-846 6010D 1.0 Chromium EPA 3052 SW-846 6010D 5.0 Lead EPA 3052 SW-846 6010D
50.0 Silver EPA 3052 SW-846 6010D 5.0 Mercury EPA 3052 SW-846 7471B 4.0 Glass beads for traffic marking paint shall meet the following requirements for quality: Glass Bead Property
Test Method Type A Type B1 Min. Max. Min. Max. Refractive Index @ 77 ± 9°F AASHTO M 247 Section 5.2.3 1.50 1.55 1.50 1.55 Moisture Resistances AASHTO M 247 Section 5.3.2 Flow Without
Stopping Flow Without Stopping Adherence AASHTO M 247 Section 5.3.4 Pass Pass Roundness, % ASTM D1155 70 802 FLHT 520 803 Appearance TT-B-1325D Section 4.3.1 Beads shall be transparent,
clean, dry, and free from bubbles and foreign matter. Resistance to Acid TT-B-1325D Section 4.3.6 Beads shall not develop any surface haze or dulling. Resistance to Calcium Chloride
TT-B-1325D Section 4.3.7 Beads shall not develop any surface haze or dulling. Resistance to Sodium Sulfide TT-B-1325D Section 4.3.8 Sodium sulfide should not darken the beads. Water
Resistance TT-B-1325D Section 4.3.9 Water shall not produce haze or dulling of the beads. 1WSDOT Type B Glass Beads are high-performance glass beads for improved retroreflectivity and
durability for high-performance pavement markings. A minimum of 50 percent of the glass beads shall be made from the direct-melt molten kiln process. 2Roundness will be determined on
material < No. 30 sieve. 3Roundness will be determined on material ≥ No. 30 sieve. 2022 Standard Specifications M 41-10 Page 9-279 Pavement Marking Material 9-34 Glass beads for traffic
marking paint shall meet the following requirements for grading when tested in accordance with ASTM D1214: Percent Passing Sieve Size Type A1 Type B Min. Max. Min. Max. No. 14 100 No.
16 100 No. 18 65 80 No. 20 95 100 No. 30 75 95 30 50 No. 50 15 35 0 5 No. 100 0 5 1Same gradation as AASHTO M 247 Type 1. 9-34.5 Temporary Pavement Marking Tape Biodegradable tape with
paper backing is not allowed. 9-34.5(1) Temporary Pavement Marking Tape – Short Duration Temporary pavement marking tape for short duration (usage is for up to two months) shall conform
to ASTM D4592 Type II except that black tape, black mask tape and the black portion of the contrast tape, shall be non-reflective. 9-34.5(2) Temporary Pavement Marking Tape – Long Duration
Temporary pavement marking tape for long duration (usage is for greater than two months and less than one year) shall conform to ASTM D4592 Type I. Temporary pavement marking tape for
long duration, except for black tape, shall have a minimum initial coefficient of retroreflective luminance of 200 mcd*m-2*lx-1 when measured in accordance with ASTM E2832. Black tape,
black mask tape and the black portion of the contrast tape, shall be non-reflective. 9-34.6 Temporary Flexible Raised Pavement Markers Temporary flexible raised pavement markers shall
consist of an L-shaped body with retroreflective tape on the top of one face for one-way traffic and reflective tape on the top of both faces for two-way traffic. The marker body shall
be made from 0.060inch minimum thick polyurethane. The top of the vertical leg shall be between 1.75 and 2.0 inches high and shall be approximately 4 inches wide. The base width shall
be approximately 1.125 inches wide. The base shall have a pressure sensitive adhesive material, a minimum of 0.125 inch thick with release paper. The reflective tape shall be a minimum
of 0.25 inch high by 4 inches wide. The reflective tape shall have a minimum reflectance of 3.5 candlepower per foot-candle for white and 2.5 candlepower per footcandle for yellow measured
at 0.2-degree observation angle and 0-degree entrance angle. Page 9-280 2022 Standard Specifications M 41-10 9-34 Pavement Marking Material 9-34.7 Field Testing 9-34.7(1) Requirements
Field performance evaluation is required for low VOC solvent-based paint per Section 9-34.2(4), Type A – liquid hot applied thermoplastic per Section 9-34.3(1), Type B – preformed fused
thermoplastic per Section 9-34.3(2), Type C – cold applied preformed tape per Section 9-34.3(3), and Type D – liquid applied methyl methacrylate per Section 9-34.3(4). Testing on a
northern AASHTO National Transportation Product Evaluation Program (NTPEP) pavement marking test deck is recommended. Test decks conducted by other public entities may be considered
provided they produce data similar to a northern NTPEP test deck. Retroreflectivity, Durability, and Auto No-Track shall conform to the following requirements after being installed
on a northern NTPEP test deck for a minimum of 12 months. Successful use of a product in five other States may be considered in lieu of the field test requirement. 9-34.7(1)A Retroreflectivity
Retroreflectivity is measured as a coefficient of retroreflective luminance (RL) in accordance with the requirements of ASTM E1710 for 30-meter geometry. The minimum initial retroreflectivity
is 250 mcd·m-2·lx-1 for white and 175 mcd·m-2·lx-1 for yellow, except Type C preformed tape shall meet the minimum initial values in ASTM D4505. The minimum retroreflectivity after
12 months is 150 mcd·m-2·lx-1 for white and 100 mcd·m2·lx-1 for yellow, when measured in the skip line area. However, the Department will review the results of each test deck to determine
the minimum value in effect for that deck, in order to approve only the better-performing materials. 9-34.7(1)B Durability Durability rating shall be a minimum of seven in the skip
line area and six in the wheel paths after 12 months. The rating system used will be as indicated by NTPEP procedures. However, the department will review the results for each test
deck to determine the minimum value in effect for that deck, in order to approve only the better-performing materials. 9-34.7(1)C Auto No-Track Time Auto No-Track Time will only be
required for low VOC solvent-based paint in accordance with Section 9-34.2(4). No-track time shall be determined in accordance with NTPEP procedures by passing over an applied test
line with a standard size passenger car without tracking of the line when viewed from a distance of 50 feet. The maximum no-track time shall not be exceeded when the pavement temperature
is between 50°F and 120°F, with relative humidity less than 85 percent, and the pavement is dry. 2022 Standard Specifications M 41-10 Page 9-281 Pavement Marking Material 9-34 9-34.7(1)D
Approval The Department will evaluate the results of laboratory and test deck data. This information will be reviewed for each material by color and roadway surface to determine compliance
with this Specification. Approved product formulas will remain active for a period of approximately 5 years after completion of the NTPEP evaluation; afterwards, the product will need
to be reevaluated. Page 9-282 2022 Standard Specifications M 41-10 9-35 Temporary Traffic Control Materials 9-35 Temporary Traffic Control Materials 9-35.0 General Requirements Temporary
traffic control materials in this section consist of various traffic communication, channelization and protection items described in Section 1-10 and listed below: Stop/Slow Paddles
Construction Signs Wood Sign Posts Sequential Arrow Signs Portable Changeable Message Signs Barricades Traffic Safety Drums Traffic Cones Tubular Markers Warning Lights and Flashers
Transportable Attenuator Portable Temporary Traffic Control Signal Tall Channelizing Devices The basis for acceptance of temporary traffic control devices and materials shall be visual
inspection by the Engineer’s representative. No sampling or testing will be done except that deemed necessary to support the visual inspection. Unless otherwise noted, requests for
Approval of Material (RAM) and Qualified Products List (QPL) submittals are not required. Certification for crashworthiness according to NCHRP 350 or the Manual for Assessing Safety
Hardware (MASH) will be required as described in Section 1-10.2(3). “MUTCD”, as used in this section, shall refer to the latest WSDOT adopted edition of the Manual on Uniform Traffic
Control Devices for Streets and Highways. In the event of conflicts between the MUTCD and the Contract provisions, then the provisions shall govern. 9-35.1 Stop/Slow Paddles Paddles
shall conform to the requirements of the MUTCD, except that the minimum width shall be 24 inches. 2022 Standard Specifications M 41-10 Page 9-283 Temporary Traffic Control Materials
9-35 9-35.2 Construction Signs Construction signs shall conform to the requirements of the MUTCD and shall meet the requirements of NCHRP Report 350 for Category 2 devices or MASH.
Except as noted below, any sign/sign stand combination that satisfies these requirements will be acceptable. Post mounted Class A construction signs shall conform to the requirements
of this section and additionally shall conform to the requirements stated in Section 9-28. Aluminum sheeting shall be used to fabricate all construction signs. The signs shall have
a minimum thickness of 0.080 inches and a maximum thickness of 0.125 inches. All orange background signs shall be fabricated with Type X reflective sheeting. All post-mounted signs
with Type X sheeting shall use a nylon washer between the twist fasteners (screw heads, bolts or nuts) and the reflective sheeting. The use of plywood, fiberglass reinforced plastic,
fabric rollup signs, and any other previously approved sign materials except aluminum or aluminum composite is prohibited. All Class A and Class B signs shall utilize materials and
be fabricated in accordance with Section 9-28 and the Washington State Sign Fabrication Manual M 55-05. A fabrication decal as stated in Section 9-28.1 is not required for construction
signs. All regulatory signs having a red background (i.e., Stop, Yield) shall be fabricated with Type III or IV sign sheeting. All other regulatory information signs (i.e., Speed Limit,
Traffic Fines Double in Work Zones) shall have Type II sheeting in rural areas and Type III or IV sheeting in urban areas. All signs having a green background (i.e., Exit arrow) shall
have Type II sheeting for the background and Type III or IV sheeting for the letters, border, and symbols. 9-35.3 Wood Sign Posts Post sizes for construction signs shall be as follows:
One Post Installation Post Size Min. Sign Sq. Ft. Max. Sign Sq. Ft. 4x4 16.0 4x6 17.0 20.0 6x6 21.0 25.0 6x8 26.0 31.0 Two Post Installation (For signs 5 feet or greater in width) Post
Size Min. Sign Sq. Ft. Max. Sign Sq. Ft. 4x4 16.0 4x6 17.0 36.0 6x6 37.0 46.0 6x8 47.0 75.0* *The Engineer shall determine post size for signs greater than 75 square feet. Page 9-284
2022 Standard Specifications M 41-10 9-35 Temporary Traffic Control Materials Sign posts shall conform to the grades and usage listed below. Grades shall be determined by the current
standards of the West Coast Lumber Inspection Bureau (WCLIB) or the Western Wood Products Association (WWPA). 4 × 4 Construction grade (Light Framing, Section 122-b WCLIB) or (Section
40.11 WWPA) 4 × 6 No. 1 and better, grade (Structural Joists and Planks, Section 123-b WCLIB) or (Section 62.11 WWPA) 6 × 6, 6 × 8, 8 × 10 No. 1 and better, grade (Posts and Timbers,
Section 131-b WCLIB) or (Section 80.11 WWPA) 6 × 10, 6 × 12 No. 1 and better, grade (Beams and Stringers, Section 130-b WCLIB) or (Section 70.11 WWPA) 9-35.4 Sequential Arrow
Signs Sequential Arrow Signs shall meet the requirements of the MUTCD supplemented with the following: Sequential arrow signs furnished for stationary lane closures on this project
shall be Type C. The color of the light emitted shall be yellow. The dimming feature shall be automatic, reacting to changes in light without a requirement for manual adjustment. 9-35.5
Portable Changeable Message Signs Portable Changeable Message Signs (PCMS) shall meet the requirements of the MUTCD and the following: The PCMS shall employ one of the following technologies:
1. Fiber optic/shutter 2. Light emitting diode 3. Light emitting diode/shutter 4. Flip disk Regardless of the technology, the PCMS shall meet the following general requirements: 1.
Be light emitting and must not rely solely on reflected light. The emitted light shall be generated using fiber optic or LED technology. 2. Have a display consisting of individually
controlled pixels no larger than 2½ by 2½ inch. If the display is composed of individual character modules, the space between modules must be minimized so alphanumeric characters of
any size specified below can be displayed at any location within the matrix. 2022 Standard Specifications M 41-10 Page 9-285 Temporary Traffic Control Materials 9-35 3. When activated,
the pixels shall display a yellow or orange image. When not activated, the pixels shall display a flat black image that matches the background of the sign face. 4. Be capable of displaying
alphanumeric characters that are a minimum of 18 inches in height. The width of alphanumeric characters shall be appropriate for the font. The PCMS shall be capable of displaying three
lines of eight characters per line with a minimum of one pixel separation between each line. 5. The PCMS message, using 18-inch characters, shall be legible by a person with 20/20 corrected
vision from a distance of not less than 800 feet centered on an axis perpendicular to the sign face. 6. The sign display shall be covered by a stable, impact resistant polycarbonate
face. The sign face shall be non-glare from all angles and shall not degrade due to exposure to ultraviolet light. 7. Be capable of simultaneously activating all pixels for the purpose
of pixel diagnostics. Any sign that employs flip disk or shutter technology shall be programmable to activate the disks/shutters once a day to clean the electrical components. This
feature shall not occur when the sign is displaying an active message. 8. The light source shall be energized only when the sign is displaying an active message. 9. Primary source of
power shall be solar power with a battery backup to provide continuous operation when failure of the primary power source occurs. 10. The sign controller software shall be NTCIP compliant.
The PCMS panels and related equipment shall be permanently mounted on a trailer with all controls and power generating equipment. The PCMS shall be operated by a controller that provides
the following functions: 1. Select any preprogrammed message by entering a code. 2. Sequence the display of at least five messages. 3. Blank the sign. 4. Program a new message, which
may include animated arrows and chevrons. 5. Mirror the message currently being displayed or programmed. 9-35.6 Barricades Barricades shall conform to the requirements of the MUTCD
supplemented by the further requirements of the Standard Plans. Page 9-286 2022 Standard Specifications M 41-10 9-35 Temporary Traffic Control Materials 9-35.7 Traffic Safety Drums
Traffic safety drums shall conform to the requirements of the MUTCD and shall have the following additional physical characteristics: Material Fabricated from low-density polyethylene
that meets the requirements of ASTM D4976 and is UV stabilized. Overall Width 18-inch minimum regardless of orientation. Shape Rectangular, hexagonal, circular, or flat-sided semi-circular.
Color The base color of the drum shall be fade resistant safety orange. The traffic safety drums shall be designed to accommodate at least one portable light unit. The method of attachment
shall ensure that the light does not separate from the drum upon impact. Drums and light units shall meet the crashworthiness requirements of NCHRP 350 or MASH as described in Section
1-10.2(3). When recommended by the manufacturer, drums shall be treated to ensure proper adhesion of the reflective sheeting. Retroreflective bands shall be fabricated from Type III
or Type IV reflective sheeting as described in Section 9-28.12. 9-35.8 Vacant 9-35.9 Traffic Cones Cones shall conform to the requirements of the MUTCD, except that the minimum height
shall be 28 inches. Retroreflective bands shall be fabricated from Type III or Type IV reflective sheeting as described in Section 9-28.12. 9-35.10 Tubular Markers Tubular markers shall
conform to the requirements of the MUTCD, except that the minimum height shall be 28 inches. The devices shall be stabilized by affixing them to the pavement by using either weighted
bases or adhesive. Adhesive used to glue the device to the pavement shall meet the requirements of Sections 9-02.1(8) or 9-26.2. Retroreflective bands shall be fabricated from Type
III or Type IV reflective sheeting as described in Section 9-28.12. 9-35.11 Warning Lights and Flashers Warning lights and flashers shall conform to the requirements of the MUTCD. 2022
Standard Specifications M 41-10 Page 9-287 Temporary Traffic Control Materials 9-35 9-35.12 Transportable Attenuator Transportable attenuators are Truck-Mounted Attenuators (TMA) or
Trailer-Mounted Attenuators (TMA-trailer). The transportable attenuator shall be mounted on, or attached to, a host vehicle that complies with the manufacturer’s recommended weight
range. Ballast used to obtain the minimum weight requirement, or any other object that is placed on the vehicle, shall be securely anchored such that it will be retained on the vehicle
during an impact. The Contractor shall provide certification that the transportable attenuator complies with NCHRP 350 Test level 3 or MASH Test Level 3 requirements. Lighter host vehicles
proposed by the Contractor are subject to the approval of the Engineer. The Contractor shall provide the Engineer with roll-ahead distance calculations and crash test reports illustrating
that the proposed host vehicle is appropriate for the attenuator and the site conditions. The transportable attenuator shall have a chevron pattern on the rear of the unit. The standard
chevron pattern shall consist of 4-inch yellow stripes, alternating nonreflective black and retroreflective yellow sheeting, slanted at 45 degrees in an inverted “V” with the “V” at
the center of the unit. 9-35.12(1) Truck-Mounted Attenuator The TMA may be selected from the approved units listed on the QPL or submitted using a RAM. The TMA shall have an adjustable
height so that it can be placed at the correct elevation during usage and to a safe height for transporting. If needed, the Contractor shall install additional lights to provide fully
visible brake lights at all times. 9-35.12(2) Trailer-Mounted Attenuator The TMA-trailer may be selected from the approved units listed on the QPL or submitted using a RAM. If needed,
the Contractor shall install additional lights to provide fully visible brake lights at all times. 9-35.12(3) Submittal Requirements For transportable attenuators listed on the QPL,
the Contractor shall submit the QPL printed page or a QPL Acceptance Code entered on the RAM (WSDOT Form 350-071) for the product proposed for use to the Engineer for approval. The
Contractor shall submit a RAM for transportable attenuators not listed on the QPL. Page 9-288 2022 Standard Specifications M 41-10 9-35 Temporary Traffic Control Materials 9-35.13 Tall
Channelizing Devices Tall channelizing devices shall meet the requirements of the MUTCD Part VI for channelizing devices and shall conform to these general Specifications: Fabricated
of fade resistant, safety orange color, low-density polyethylene that is resistant to deformation upon impact and meets the requirements of ASTM D4976 and is UV stabilized. Forty-two
inches in height minimum, using a tapered cone type shape of consistent dimensions regardless of orientation to traffic. Four inches in width minimum at the top and 8 inches in width
minimum at the base, which incorporates a separate ballast that is designed to resist overturning or other movement from wind gusts or other external forces. Four retroreflective 6-inch-wide
horizontal bands, alternating orange and white beginning 6 inches from the top of the device. Retroreflective bands shall be fabricated from Type III or Type IV reflective sheeting
as described in Section 9-28.12. Warning lights are not required unless specifically shown on the traffic control Plan but provisions for securely attaching a warning light are required.
The method of attachment must ensure that the light does not separate from the device upon impact and light units shall meet the crashworthiness requirements of NCHRP 350 or MASH as
described in Section 1-10.2(3). Devices shall be regularly maintained to ensure that they are clean and the reflective sheeting is in good condition. Except for the Specifications and
requirements specifically listed above, Tall Channelizing Devices are defined to be Traffic Cones. All non-conflicting Contract provisions related to “Cones” shall apply to Tall Channelizing
Devices. 9-35.14 Portable Temporary Traffic Control Signal Portable traffic control signals shall meet the requirements of the MUTCD and these specifications. The portable temporary
traffic control signal shall be fully operational for two-phase traffic actuated, pre-timed, or manual control. The portable temporary traffic control signal shall conform to the following
requirements: Controllers shall demonstrate conflict-monitoring capability, consistent with the requirements of Section 9-29.13(2) item number 5, with a flashing red display in both
directions. The portable traffic control signal shall be capable of terminating the movement one (1) or movement two (2) all red clearance, in order to repeat the previous movements
operation. 2022 Standard Specifications M 41-10 Page 9-289 Temporary Traffic Control Materials 9-35 Signal head displays shall be either hard wired or controlled by radio signal. Manual
operation will not require hardwiring or radio control except for the use of two-way radio communication by manufacturer trained qualified operators. The system shall be equipped with
a means of informing the operator of signal indications, such as a light on the back of each signal head that illuminates when the signal displays a red indication, during manual operation.
A vehicle detection system is required. The system shall be capable of operating either as fixed time or traffic actuated controller. The detection system shall provide presence detection
(continuous call to the controller) while there is a vehicle in the detection zone. Signal supports used with portable traffic control signals shall provide a minimum of two signal
displays, spaced a minimum of 8 feet apart. When trailer-mounted portable traffic signals are used to provide alternating one-way control, a minimum of one of the signal displays shall
be suspended over the traveled way. The minimum vertical clearance to the traveled way for this signal display is 16.5 feet. Vehicular signal heads shall be of the conventional type
with standard ITE approved, 12-inch ball LED display. Tunnel visors shall be provided for all indications. Back plates shall be furnished and attached to the signal heads. Back plates
shall be constructed of 5-inch-wide .050-inch-thick corrosion resistant louvered aluminum, with a flat black finish. A highly retroreflective yellow strip, 1 inch wide, shall be placed
around the perimeter of the face of all vehicle signal backplates to project a rectangular image at night toward oncoming traffic. Trailers shall have a leveling jack installed at all
four corners. The crank for the leveling jacks and trailer hitch shall be locked. The signal pole and mast arm assemblies shall be of the collapsible type, which can be erected and
extended at the job site. The mast arm assemblies shall be firmly attached to the trailer to form a stable unit, which can withstand an 80 mph design wind speed with a 1.3 gust factor.
The portable temporary traffic control signal shall be powered using a self-contained battery system capable of providing over 12 days of continuous operations without solar array assistance.
A solar panel array will be allowed. Page 9-290 2022 Standard Specifications M 41-10 9-36 Shaft-Related Materials 9-36 Shaft-Related Materials 9-36.1 Shaft Casing 9-36.1(1) Permanent
Casing Permanent casing shall be of steel base metal conforming to ASTM A36, ASTM A252 Grades 2 or 3, ASTM A572, or ASTM A588. Permanent casing for CFST shafts shall conform to Section
9-10.5 requirements for steel pipe piling. 9-36.1(2) Temporary Casing Temporary casing shall be a smooth wall structure of steel base metal, except where corrugated metal pipe is shown
in the Plans as an acceptable alternative material. Use of corrugated metal pipe as temporary casing will not be allowed for shaft foundations of monotube sign bridges and cantilever
sign structures. 9-36.2 Shaft Slurry 9-36.2(1) Mineral Slurry Mineral slurry shall conform to the following requirements: Property Test Requirement Density (pcf) Mud Weight (Density)
API 13B-1, Section 1 63 to 75 Viscosity (seconds/quart) Marsh Funnel and Cup API 13b-1, Section 2.2 26 to 50 PH Glass Electrode, pH Meter, or pH Paper 8 to 11 Sand Content (percent)
Sand API 13B-1, Section 5 Prior to final cleaning 4.0 max. Immediately prior to placing concrete 4.0 max. Use of mineral slurry in salt water installations will not be allowed. Slurry
temperature shall be at least 40F when tested. 2022 Standard Specifications M 41-10 Page 9-291 Shaft-Related Materials 9-36 9-36.2(2) Synthetic Slurry Synthetic slurries shall be used
in conformance with the manufacturer’s recommendations and shall conform to the quality control plan specified in Section 6-19.3(2)B, item 4. The synthetic slurry shall conform to the
following requirements: Property Test Requirement Density (pcf) Mud Weight (Density) API 13B-1, Section 1 64 max. Viscosity (seconds/quart) Marsh Funnel and Cup API 13b-1, Section 2.2
32 to 135 PH Glass Electrode, pH Meter, or pH Paper 6 to 11.5 Sand Content (percent) Sand API 13B-1, Section 5 prior to final cleaning 1.0 max. immediately prior to placing concrete
1.0 max. If the product is not listed on the Qualified Products List, the Contractor shall submit a Request for Approval of Materials Source (RAM) form with the following information:
• Test data showing conformance to the properties in the table above, and • Documentation showing that the synthetic slurry (with load-tested additives) has been approved by the California
Department of Transportation (Caltrans). 9-36.2(3) Water Slurry Water without site soils may be used as slurry when casing is used for the entire length of the drilled hole. Water slurry
without full length casing may only be used with the approval of the Engineer. Water slurry shall conform to the following requirements: Property Test Requirement Density (pcf) Mud
Weight (Density) API 13B-1, Section 1 65 max. Sand Content (percent) Sand API 13B-1, Section 5 1.0 max. Use of water slurry in salt water installations will not be allowed. Slurry temperature
shall be at least 40ºF when tested. 9-36.3 Steel Reinforcing Bar Centralizers Steel reinforcing bar centralizers shall be steel, conforming to the details shown in the Plans. The Contractor
may propose the use of alternative steel reinforcing bar devices as part of the shaft installation narrative as specified in Section 6-19.3(2)B, item 9, subject to the Engineer’s review
and approval of such devices. Page 9-292 2022 Standard Specifications M 41-10 9-36 Shaft-Related Materials 9-36.4 Access Tubes and Caps Access tubes for CSL or TIP testing shall be
steel pipe of 0.145 inches minimum wall thickness and at least 1½ inch inside diameter. The access tubes shall have a round, regular inside diameter free of defects and obstructions,
including all pipe joints, in order to permit the free, unobstructed passage of 1.3-inch maximum diameter source and receiver probes used for the crosshole sonic log tests. The access
tubes shall be watertight and free from corrosion, with clean internal and external faces to ensure a good bond between the concrete and the access tubes. The access tubes shall be
fitted with watertight threaded PVC caps on the bottom, and shall be fitted with watertight PVC caps, secured in position by means as approved by the Engineer, on the top. 9-36.5 Grout
for Access Tubes Grout for filling the access tubes at the completion of the crosshole sonic log tests shall be a homogeneous mixture of neat cement grout and potable water, conforming
to Section 9-20.3(4), except that the maximum water/cement ratio shall be 0.45.
2022/Standard-Plan-Manual-September2020-Revision-Package.pdf 2020 Standard Plan Manual revision - Remove & Replace
Publications Transmittal Publication Title / Publication Number Standard Plans M 21-01 Date September 2020 Originating Organization Design Office, Engineering and Regional Operations
Remarks and Instructions The complete manual and revision packages can be accessed at www.wsdot.wa.gov/design/standards/plans.htm. Please contact Bill Berens at 360-705-7256 or berensb@wsdot.wa.govw
ith comments, questions, or suggestions for improvement to the manual. Instructions • Replace Cover page with new Cover page provided. • Remove pages 3 ~ 12 from your current manual.
• Insert pages 3 ~ 12. • Refer to the REMOVE & INSERT INSTRUCTIONS ~ Standard Plans Revision 9-30-2020 To get the latest information, please sign up for email updates for individual
publications at www.wsdot.wa.gov/publications/manuals. Washington State Department of Transportation Engineering and Regional Operations Design Office PO Box 47329 Olympia, WA 98504-7329
Email: designstandards@wsdot.wa.gov www.wsdot.wa.gov/design/standards/plans.htm John Donahue Approved By Signature This page left blank intentionally. Standard Plans M
21-01 September 2020 Engineering and Regional Operations Development Division, Design Office Americans with Disabilities Act (ADA) Information: This material can be made available in
an alternate format by emailing the Office of Equal Opportunity at wsdotada@wsdot.wa.gov or by calling toll free, 855-362-4ADA(4232). Persons who are deaf or hard of hearing may make
a request by calling the Washington State Relay at 711. Title VI Notice to Public: It is the Washington State Department of Transportation’s (WSDOT) policy to assure that no person
shall, on the grounds of race, color, national origin or sex, as provided by Title VI of the Civil Rights Act of 1964, be excluded from participation in, be denied the benefits of,
or be otherwise discriminated against under any of its programs and activities. Any person who believes his/her Title VI protection has been violated, may file a complaint with WSDOT’s
Office of Equal Opportunity (OEO). For additional information regarding Title VI complaint procedures and/or information regarding our non-discrimination obligations, please contact
OEO’s Title VI Coordinator at 360-705-7090. REMOVE AND INSERT INSTRUCTIONS ‐ Standard Plans Revision 9‐2020 Legend Retired=taken out of circulation *Deleted=available in Plan Sheet Library (PSL)
REMOVE INSERT A‐40.50‐02 12/23/14 Sheet 2 of 2 A‐40.50‐02 12/23/14 Sheet 2 of 2 Reprinted A‐50.10‐00 11/17/08 Sheet 1 of 2 *Deleted Blank A‐50.10‐00 11/17/08 Sheet 2 of 2 *Deleted A‐50.20‐01
9/22/09 Sheet 1 of 2 *Deleted A‐50.20‐01 9/22/09 Sheet 2 of 2 *Deleted A‐50.30‐00 11/17/08 Sheet 1 of 2 *Deleted A‐50.30‐00 11/17/08 Sheet 2 of 2 *Deleted A‐50.40‐00 11/17/08 *Deleted
B‐5.20‐02 1/26/17 B‐5.20‐03 9/9/20 Revised B‐5.40‐02 1/26/17 B‐5.40‐02 1/26/17 Reprinted B‐10.40‐01 1/26/17 B‐10.40‐01 1/26/17 Reprinted B‐10.70‐00 1/26/17 B‐10.70‐01 9/9/20 Revised
B‐30.10‐03 2/27/18 B‐30.05‐00 9/9/20 New Plan B‐30.15‐00 2/27/18 B‐30.10‐03 2/27/18 Reprinted B‐30.15‐00 2/27/18 Reprinted Blank B‐30.60‐00 9/9/20 New Plan Blank B‐55.20‐02 2/27/18
B‐55.20‐02 2/27/18 Reprinted B‐60.20‐01 6/28/18 B‐60.20‐02 9/9/20 Revised Blank C‐1 9/9/20 Revised C‐1 6/28/18 C‐1b 9/9/20 Sheet 1 of 2 Revised C‐1a 7/14/15 *Deleted C‐1b 9/9/20 Sheet 2 of 2
Revised C‐1b 8/12/19 Sheet 1 of 2 C‐1d 10/31/03 Reprinted C‐1b 8/12/19 Sheet 2 of 2 C‐1d 10/31/03 C‐20.10‐05 8/12/19 C‐20.10‐06 9/16/20 Revised C‐20.11‐00 7/21/17 *Deleted Blank C‐20.18‐03
8/12/19 C‐20.18‐03 8/12/19 Reprinted C‐20.19‐03 8/12/19 Retired Blank C‐22.16‐06 7/21/17 C‐22.16‐07 9/16/20 Revised C‐22.40‐07 8/12/19 C‐22.40‐08 9/16/20 Revised C‐22.45‐04 8/12/19
C‐22.45‐05 9/16/20 Revised C‐23.60‐04 7/21/17 Sheet 1 of 2 C‐23.60‐04 7/21/17 Sheet 1 of 2 Reprinted C‐40.16‐02 7/2/12 *Deleted Blank Blank C‐8b 2/29/16 Sheet 1 of 2 *Deleted C‐8b 2/29/16
Sheet 2 of 2 *Deleted C‐8e 2/21/07 *Deleted C‐8f 6/30/04 *Deleted Blank C‐60.10‐00 8/22/19 Sheet 1 of 2 C‐60.10‐01 9/24/20 Sheet 1 of 2 Revised C‐60.10‐00 8/22/19 Sheet 2 of 2 C‐60.10‐01
9/24/20 Sheet 2 of 2 Revised C‐70.10‐01 6/17/14 Sheet 1 of 3 C‐60.20‐00 9/24/20 Sheet 1 of 2 New Plan C‐70.10‐01 6/17/14 Sheet 2 of 3 C‐60.20‐00 9/24/20 Sheet 2 of 2 New Plan C‐70.10‐01
6/17/14 Sheet 3 of 3 C‐60.30‐00 9/24/20 New Plan C‐60.70‐00 9/24/20 New Plan C‐70.10‐02 9/16/20 Sheet 1 of 4 Revised C‐70.10‐02 9/16/20 Sheet 2 of 4 Revised C‐70.10‐02 9/16/20 Sheet 3 of 4
Revised REMOVE AND INSERT INSTRUCTIONS ‐ Standard Plans Revision 9‐2020 REMOVE INSERT C‐75.10‐01 6/11/14 C‐70.10‐02 9/16/20 Sheet 4 of 4 Revised C‐75.20‐01 6/11/14 C‐75.10‐02 9/16/20
Revised C‐75.30‐01 6/11/14 C‐75.20‐02 9/16/20 Revised C‐80.10‐01 6/11/14 Sheet 1 of 3 C‐75.30‐02 9/16/20 Revised C‐80.10‐01 6/11/14 Sheet 2 of 3 C‐80.10‐02 9/16/20 Sheet 1 of 3 Revised
C‐80.10‐01 6/11/14 Sheet 3 of 3 C‐80.10‐02 9/16/20 Sheet 2 of 3 Revised C‐80.40‐01 6/11/14 C‐80.10‐02 9/16/20 Sheet 3 of 3 Revised C‐80.50‐00 4/8/12 *Deleted C‐80.40‐01 6/11/14 Reprinted
C‐85.10‐00 4/8/12 C‐85.10‐00 4/8/12 Reprinted C‐85.11‐00 4/8/12 C‐85.11‐01 9/16/20 Revised C‐85.14‐01 6/11/14 *Deleted Blank C‐85.15‐01 6/30/14 C‐85.15‐01 6/30/14 Reprinted C‐16a 7/21/17
Retired C‐40.18‐03 7/21/17 *Deleted D‐2.08‐00 11/10/05 Sheet 2 of 2 D‐2.08‐00 11/12/05 Sheet 2 of 2 Reprinted D‐2.14‐00 11/10/05 Retired D‐2.32‐00 11/10/05 Sheet 1 of 2 Reprinted D‐2.16‐00
11/10/05 Retired D‐2.18‐00 11/10/05 Retired D‐2.20‐00 11/10/05 Retired D‐2.32‐00 11/10/05 Sheet 1 of 2 Blank D‐2.42‐00 11/10/05 Retired D‐2.44‐00 11/10/05 Retired D‐2.46‐01 6/11/14
Sheet 1 of 3 Retired D‐2.46‐01 6/11/14 Sheet 2 of 3 Retired D‐2.46‐01 6/11/14 Sheet 3 of 3 Retired Blank D‐2.48‐00 11/10/05 Sheet 1 of 2 Retired D‐2.48‐00 11/10/05 Sheet 2 of 2 Retired
Blank D‐2.60‐00 11/10/05 Sheet 1 of 2 D‐2.60‐00 11/10/05 Sheet 1 of 2 Reprinted D‐2.68‐00 11/10/05 Sheet 2 of 2 D‐2.68‐00 11/10/05 Sheet 2 of 2 Reprinted Blank D‐2.80‐00 11/10/05 Reprinted
D‐2.80‐00 11/10/05 D‐2.82‐00 11/10/05 Sheet 1 of 2 Retired D‐2.82‐00 11/10/05 Sheet 2 of 2 Retired D‐2.84‐00 11/10/05 D‐2.86‐00 11/10/05 Sheet 1 of 2 Retired D‐2.86‐00 11/10/05 Sheet 2 of 2
Retired Blank Blank F‐10.12‐03 6/11/14 F‐10.12‐04 9/24/20 Revised F‐10.16‐00 12/20/06 F‐10.16‐00 12/20/06 Reprinted F‐10.18‐01 7/11/17 F‐10.18‐02 9/24/20 Revised F‐10.40‐03 6/29/16
F‐10.40‐04 9/24/20 Revised F‐10.42‐00 1/23/07 F‐10.42‐00 1/23/07 Reprinted F‐30.10‐03 6/11/14 F‐30.10‐04 9/25/20 Revised Blank Blank F‐40.15‐03 6/29/16 F‐40.15‐04 9/25/20 Revised F‐40.16‐03
6/29/16 F‐40.16‐03 6/29/16 Reprinted Blank D-2.84-00 11/10/05 Reprinted REMOVE AND INSERT INSTRUCTIONS ‐ Standard Plans Revision 9‐2020 REMOVE INSERT G‐25.10‐04 6/10/13 G‐25.10‐05 9/16/20
Revised G‐26.10‐00 7/31/19 Sheet 1 of 2 G‐26.10‐00 7/31/19 Sheet 1 of 2 Reprinted H‐70.20‐01 2/16/12 Sheet 2 of 2 H‐70.20‐01 2/16/12 Sheet 2 of 2 Reprinted H‐70.30‐02 2/7/12 Sheet 1 of 2
Retired Blank H‐70.30‐02 2/7/12 Sheet 2 of 2 Retired Blank Blank Blank J‐10.10‐03 6/3/15 Sheet 1 of 6 J‐10.10‐04 9/16/20 Sheet 1 of 6 Revised J‐10.10‐03 6/3/15 Sheet 2 of 6 J‐10.10‐04
9/16/20 Sheet 2 of 6 Revised J‐10.10‐03 6/3/15 Sheet 3 of 6 J‐10.10‐04 9/16/20 Sheet 3 of 6 Revised J‐10.10‐03 6/3/15 Sheet 4 of 6 J‐10.10‐04 9/16/20 Sheet 4 of 6 Revised J‐10.10‐03
6/3/15 Sheet 5 of 6 J‐10.10‐04 9/16/20 Sheet 5 of 6 Revised J‐10.10‐03 6/3/15 Sheet 6 of 6 J‐10.10‐04 9/16/20 Sheet 6 of 6 Revised Blank J‐10.12‐00 9/16/20 New Plan Blank J‐10.14‐00
9/16/20 Sheet 1 of 2 New Plan J‐10.14‐00 9/16/20 Sheet 2 of 2 New Plan Blank J‐10.15‐01 6/11/14 J‐10.15‐01 6/11/14 Reprinted J‐10.16‐00 6/3/15 Sheet 1 of 2 J‐10.16‐01 9/16/20 Revised
J‐10.16‐00 6/3/15 Sheet 2 of 2 J‐10.17‐01 9/16/20 Revised J‐10.17‐00 6/3/15 Sheet 1 of 2 J‐10.18‐01 9/16/20 Revised J‐10.17‐00 6/3/15 Sheet 2 of 2 Blank J‐10.18‐00 6/3/15 Sheet 1 of 2
J‐10.20‐03 9/16/20 Sheet 1 of 2 Revised J‐10.18‐00 6/3/15 Sheet 2 of 2 J‐10.20‐03 9/16/20 Sheet 2 of 2 Revised J‐10.20‐02 7/31/19 Sheet 1 of 5 J‐10.21‐01 9/16/20 Sheet 1 of 2 Revised
J‐10.20‐02 7/31/19 Sheet 2 of 5 J‐10.21‐01 9/16/20 Sheet 2 of 2 Revised J‐10.20‐02 7/31/19 Sheet 3 of 5 J‐10.22‐01 9/16/20 Sheet 1 of 2 Revised J‐10.20‐02 7/31/19 Sheet 4 of 5 J‐10.22‐01
9/16/20 Sheet 2 of 2 Revised J‐10.20‐02 7/31/19 Sheet 5 of 5 J‐10.25‐00 7/11/17 Reprinted J‐10.21‐00 6/3/15 J‐10.22‐00 5/29/13 Sheet 1 of 2 J‐10.22‐00 5/29/13 Sheet 2 of 2 J‐10.25‐00
7/11/17 J‐28.22‐00 8/7/07 Sheet 2 of 2 J‐28.22‐00 8/7/07 Sheet 2 of 2 Reprinted J‐28.24‐01 6/3/15 J‐28.24‐02 9/16/20 Revised Blank Blank J‐75.40‐02 6/1/16 Sheet 1 of 2 *Deleted J‐75.41‐01
6/29/16 Sheet 1 of 4 Reprinted J‐75.40‐02 6/1/16 Sheet 2 of 2 *Deleted J‐75.41‐01 6/29/16 Sheet 1 of 4 J‐75.41‐01 6/29/16 Sheet 4 of 4 J‐75.41‐01 6/29/16 Sheet 4 of 4 Reprinted J‐75.45‐02
6/1/16 Sheet 1 of 2 *Deleted J‐80.10‐00 6/28/18 Reprinted J‐75.45‐02 6/1/16 Sheet 2 of 2 *Deleted J‐80.10‐00 6/28/18 J‐80.15‐00 6/28/18 J‐80.15‐00 6/28/18 Reprinted J‐81.10‐00 6/28/18
Sheet 1 of 3 J‐81.10‐01 9/16/20 Sheet 1 of 3 Revised J‐81.10‐00 6/28/18 Sheet 2 of 3 J‐81.10‐01 9/16/20 Sheet 2 of 3 Revised J‐81.10‐00 6/28/18 Sheet 3 of 3 J‐81.10‐01 9/16/20 Sheet 3 of 3
Revised K‐80.10‐01 6/1/16 K‐80.10‐02 9/25/20 Revised K‐80.20‐00 12/20/06 Sheet 1 of 2 K‐80.20‐00 12/20/06 Sheet 1 of 2 Reprinted K‐80.35‐00 2/21/07 K‐80.35‐01 9/16/20 Revised K‐80.37‐00
2/21/07 K‐80.37‐01 9/16/20 Revised L‐30.10‐02 6/11/14 Sheet 2 of 2 L‐30.10‐02 6/11/14 Sheet 2 of 2 Reprinted L‐40.10‐02 6/21/12 Sheet 1 of 2 Retired L‐40.15‐01 6/16/11 Reprinted L‐40.10‐02
6/21/12 Sheet 2 of 2 Retired L‐40.15‐01 6/16/11 REMOVE AND INSERT INSTRUCTIONS ‐ Standard Plans Revision 9‐2020 REMOVE INSERT M‐1.20‐03 6/24/14 M‐1.20‐04 9/25/20 Revised M‐1.40‐02 6/3/11
M‐1.40‐03 9/25/20 Revised M‐1.60‐02 6/3/11 M‐1.60‐03 9/25/20 Revised M‐1.80‐03 6/3/11 M‐1.80‐03 6/3/11 Reprinted Blank Blank M‐3.10‐03 6/3/11 M‐3.10‐04 9/25/20 Revised M‐3.20‐02 6/3/11
M‐3.20‐03 9/25/20 Revised M‐3.30‐03 6/3/11 M‐3.30‐04 9/25/20 Revised M‐3.40‐03 6/3/11 M‐3.40‐04 9/25/20 Revised M‐3.50‐02 6/3/11 M‐3.50‐03 9/25/20 Revised M‐5.10‐02 6/3/11 M‐5.10‐03
9/25/20 Revised M‐7.50‐01 1/30/07 M‐7.50‐01 1/30/07 Reprinted M‐11.10‐03 8/7/19 Sheet 2 of 2 M‐11.10‐03 8/7/19 Sheet 2 of 2 Reprinted Blank M‐12.10‐02 9/25/20 Revised M‐12.10‐01 6/28/18
Blank M‐20.10‐02 6/3/11 Blank M‐20.20‐02 4/20/15 M‐20.10‐03 9/25/20 Sheet 1 of 2 Revised M‐20.10‐03 9/25/20 Sheet 2 of 2 Revised M‐20.20‐02 4/20/15 Reprinted Contents Plan No. Plan
Title Publication Approval Date Section A Roadway Construction A-10.10-00 Survey Stakes 8/7/07 2 Sheets A-10.20-00 Survey Monument Types 1 and 2 10/5/07 A-10.30-00 Monument Case
and Cover 10/5/07 A-20.10-00 Slope Treatment 8/31/07 A-30.10-00 Concrete Slope Protection 11/8/07 A-30.30-01 Wire Mesh Slope Protection 6/16/11 A-30.35-00 Slope Protection Anchors 10/12/07
A-40.00-00 Dowel Bar Baskets 8/11/09 A-40.10-04 Cement Concrete Pavement Joints 7/31/19 A-40.15-00 PCC Pavement Isolation Joints 8/11/09 2 Sheets A-40.20-04 Bridge Paving Joint Seals
1/18/17 2 Sheets A-40.50-02 Bridge Approach Slab 12/23/14 2 Sheets A-60.10-03 Cement Concrete Pavement Rehabilitation 12/23/14 2 Sheets A-60.20-03 Dowel Bar Retrofit for Cement Concrete
Pavement 12/23/14 2 Sheets A-60.30-01 Bridge Deck Transition for HMA Overlay 6/28/18 A-60.40-00 HMA Overlay Further Deck Preparation 8/31/07 Section B Drainage Structures and Hydraulics
B-5.20-03 Catch Basin Type 1 9/9/20 B-5.40-02 Catch Basin Type 1L 1/26/17 B-5.60-02 Catch Basin Type 1P (for Parking Lot) 1/26/17 B-10.20-02 Catch Basin Type 2 3/2/18 B-10.40-01 Catch
Basin Type 2 with Flow Restrictor 1/26/17 B-10.70-01 Catch Basin ~ PVC 9/9/20 B-15.20-01 Manhole Type 1 2/7/12 B-15.40-01 Manhole Type 2 2/7/12 B-15.60-02 Manhole Type 3 1/26/17 3/16/12
2/27/18 3/15/12 2/27/18 2/27/18 9/9/20 2/27/18 2/27/18 2/27/18 2/27/18 2/27/18 2/27/18 9/9/20 2/27/18 2/27/18 1/26/17 6/8/06 6/8/06 2 Sheets 6/1/06 1/26/17 7/11/17 B-20.20-02 Drywell
Type 1 (for Swale) B-20.40-04 Drywell Type 2 (with Pipe Inlet) B-20.60-03 Drywell Type 3 (with At-Grade Inlet) B-25.20-02 Combination Inlet B-25.60-02 Concrete Inlet B-30.05-00 Rolled
Curb Drain B-30.10-03 Rectangular Frame (Reversible) B-30.15-00 ADA Grates for Rectangular Frames B-30.20-04 Rectangular Solid Metal Cover B-30.30-03 Rectangular Vaned Grate B-30.40-03
Rectangular Bi-Directional Vaned Grate B-30.50-03 Rectangular Herringbone Grate B-30.60-00 Grate Inlet on Catch Basin - Type 2 B-30.70-04 Circular Frame (Ring) and Cover B-30.80-01
Circular Grate B-30.90-02 Miscellaneous Details for Drainage Structures B-35.20-00 Grate Inlet Type 1 (Cast-In-Place) B-35.40-00 Grate Inlet Type 2 B-40.20-00 Welded Grates for Grate
Inlet B-40.40-02 Frame and Dual Vaned Grates for Grate Inlet B-45.20-01 Drop Inlet Type 1 B-45.40-01 Drop Inlet Type 2 7/21/17 Standard Plans for Road, Bridge, and Municipal Construction
Page 3 Effective September 30, 2020 Contents Plan No. Plan Title Publication Approval Date B-50.20-00 Grates for Drop Inlet 6/1/06 B-55.20-02 Pipe Zone Bedding and Backfill
2/27/18 B-60.20-02 Connection Details for Dissimilar Culvert Pipe 9/9/20 B-60.40-01 Coupling Bands for Corrugated Metal Pipe 2/27/18 B-65.20-01 Animal Underpass 4/26/12 B-65.40-00
Equipment Underpass 6/1/06 B-70.20-00 Beveled End Sections (for Culverts 30” Diameter or Less) 6/1/06 B-70.60-01 Flared End Sections 1/26/17 2 Sheets B-75.20-02 Headwalls for Culvert
Pipe and Underpass 2/27/18 B-75.50-01 Type 1 Safety Bars for Stepped Culvert Pipe or Pipe Arch 6/10/08 B-75.60-00 Type 2 Safety Bars for Culvert Pipe or Pipe Arch (On Cross Road)
6/8/06 B-80.20-00 Tapered End Section with Type 3 Safety Bars 6/8/06 B-80.40-00 Tapered End Section with Type 4 Safety Bars (On Cross Road) 6/1/06 B-85.10-01 Vertical Connection
(for Sanitary Sewer Use) 6/10/08 B-85.20-00 Side Sewer Connection (for Sanitary Sewer Use) 6/1/06 B-85.30-00 Standing Side Sewer Connection (for Sanitary Sewer Use) 6/1/06 B-85.40-00
8 Inch Sewer Clean-Out (for Sanitary Sewer Use) 6/8/06 B-85.50-01 Drop Connections (for Sanitary Sewer Use) 6/10/08 B-90.10-00 Hydrant Setting Types A and B 6/8/06 B-90.20-00
2 Inch Blowoff Assembly 6/8/06 B-90.30-00 Combination Air Release / Air Vacuum Valve Assembly 6/8/06 B-90.40-01 Concrete Thrust Block 1/26/17 B-90.50-00 Concrete Thrust Block
for Convex Vertical Bends 6/8/06 B-95.20-01 Median Barrier Drainage Installation 2/3/09 B-95.40-01 Inlet Placement at Bridge End 6/28/18 Section C (Guardrail) C-1 Raising Beam
Guardrail Detail 9/9/20 C-1b Beam Guardrail Posts and Blocks 9/9/20 2 Sheets C-1d Thrie Beam Guardrail Reducer Section 10/31/03 C-2c Guardrail Placement Median Bull Nose (Cases
9A, 9B & 9C) 8/12/19 C-4f Beam Guardrail Bull Nose Terminal 8/12/19 4 Sheets C-6a Beam Guardrail Anchor Type 2 10/14/09 C-7 Beam Guardrail End Sections 6/16/11 C-7a Thrie Beam
End Sections 6/16/11 C-20.10-06 Beam Guardrail Type 31 9/16/20 C-20.14-04 Beam Guardrail Type 31 Placement (Cases 1-31, 2-31 & 3-31) 8/12/19 C-20.15-02 Beam Guardrail Type 31
Placement (Cases 4-31 & 5-31) 6/11/14 C-20.18-03 Beam Guardrail Type 31 Placement (Cases 10A-31, 10B31 & 10C-31) 8/12/19 C-20.40-07 Beam Guardrail Type 31 Placement 12' - 6", 18'
- 9", or 25' - 0" Span 8/12/19 C-20.41-02 Box Culvert Guardrail Steel Post ~ Type 31 8/12/19 Page 4 Standard Plans for Road, Bridge, and Municipal Construction Effective
September 30, 2020 Contents Plan No. Plan Title Publication Approval Date C-20.42-05 Guardrail Placement Strong Post ~ Type 31 Intersection Design 7/14/15 C-20.45-02 Beam
Guardrail Type 31 - DS (Double sided) (W-Beam) 8/12/19 C-22.16-07 Beam Guardrail Type 31 ~ Buried Terminal Type 2 9/16/20 C-22.40-08 Beam Guardrail Type 31 Non-Flared Terminal
(All Posted Speeds) 9/16/20 C-22.45-05 Beam Guardrail Type 31 Non-Flared Terminal (Posted Speed - 45 MPH and Below) 9/16/20 C-23.60-04 Beam Guardrail (Type 31) Anchor Type 10
7/21/17 2 Sheets C-24.10-02 Guardrail Connection to Bridge Rail or Concrete Barrier 8/12/19 C-25.20-06 Beam Guardrail (Type 31) Transition Section Type 21 7/14/15 C-25.22-05 Beam
Guardrail (Type 31) Transition Section Type 22 7/14/15 C-25.26-04 Beam Guardrail (Type 31) Transition Section Type 23 8/12/19 C-25.30-00 Beam Guardrail (Type 31) Transition Type
24 (Posted Speed 45 MPH and Below) 6/28/18 C-25.80-05 Beam Guardrail Type 31 to Beam Guardrail Type 1 Adaptor 8/12/19 Section C (Concrete Barrier) C-8 Concrete Barrier Type 2 2/10/09
2 Sheets C-8a Concrete Barrier Type 4 and Transition Section 7/25/97 C-60.10-01 Concrete Barrier Type F (Precast) 9/24/20 2 Sheets C-60.20-00 Precast Type F Barrier to Dissimilar
Shaped Barrier Transition 9/24/20 2 Sheets C-60.30-00 Type F Transition to Type 2 Barrier Plan 9/24/20 C-60.70-00 Precast Type F Anchoring Transition Plan 9/24/20 C-70.10-02
Single-Slope Concrete Barrier (Precast) 9/16/20 4 Sheets C-75.10-02 Single-Slope Concrete Barrier (Precast)Transition Section 9/16/20 C-75.20-02 Single-Slope Concrete Barrier
(Precast) Vertical Back 9/16/20 C-75.30-02 Single-Slope Concrete Barrier (Precast) Terminal 9/16/20 C-80.10-02 Single-Slope Concrete Barrier (Cast-in-Place) Dual-Faced 9/16/20
3 Sheets C-80.20-01 Single-Slope Concrete Barrier (Cast-in-Place) Terminal 6/11/14 C-80.30-01 Single-Slope Concrete Barrier (Cast-in-Place) Transition Section 6/11/14 C-80.40-01
Single-Slope Concrete Barrier (Cast-in-Place) Vertical Back 6/11/14 C-85.10-00 Single-Slope Concrete Barrier Placement (Split) 4/18/12 C-85.11-01 Single-Slope Concrete Barrier
Placement (Wrap) 9/16/20 C-85.15-01 Single-Slope Concrete Barrier (42") Light Standard Foundation 6/30/14 C-85.16-01 Single-Slope Concrete Barrier Sign Bridge Foundation 6/17/14
2 Sheets C-85.18-01 Single-Slope Concrete Barrier Transition for Monotube Sign Support 6/11/14 C-85.20-01 Single-Slope Concrete Barrier Cantilever Sign Structure Foundation 6/11/14
2 Sheets Standard Plans for Road, Bridge, and Municipal Construction Page 5 Effective September 30, 2020 Contents Plan No. Plan Title Publication Approval Date Section
D Retaining, Noise Barrier, and Geosynthetic Walls D-2.04-00 Noise Barrier Wall Type 2 (CIP Wall on Spread Footing) 11/10/05 2 Sheets D-2.06-01 Noise Barrier Wall Type 3 (…on
Offset Spread Footing) 1/6/09 2 Sheets D-2.08-00 Noise Barrier Wall Type 4 (…on Shaft Foundation) 11/10/05 2 Sheets D-2.32-00 Noise Barrier Wall Type 9 (Precast Wall on Spread Footing)
11/10/05 2 Sheets D-2.34-01 Noise Barrier Wall Type 10 (…on Offset Spread Footing) 1/6/09 2 Sheets D-2.36-03 Noise Barrier Wall Type 11 (...on Shaft Foundation) 6/11/14 3 Sheets
D-2.60-00 Noise Barrier Wall Type 16 (Masonry on Trench Footing) 11/10/05 2 Sheets D-2-62-00 Noise Barrier Wall Type 17 (Masonry on Spread Footing) 11/10/05 2 Sheets D-2.64-01 Noise
Barrier Wall Type 18 (Masonry on Offset Spread Footing) 1/6/09 2 Sheets D-2.66-00 Noise Barrier Wall Type 19 (…on Shaft w/Grade Beam Foundation) (Masonry on Shaft with Grade Beam Foundation)
11/10/05 2 Sheets D-2.68-00 Noise Barrier Wall Type 20 (Masonry on Shaft Foundation) 11/10/05 2 Sheets D-2.80-00 Noise Barrier Wall Access Door Type 1 (for CIP Wall on Offset Spread
Footing) 11/10/05 D-2.84-00 Noise Barrier Wall Access Door Type 3 (for Precast Wall on Shaft Foundation) 11/10/05 D-2.88-00 Noise Barrier Wall Access Door Type 5 (for Masonry Wall)
11/10/05 D-2.92-00 Noise Barrier Wall Access Door & Frame 11/10/05 2 Sheets D-3.09-00 Permanent Geosynthetic Wall 5/17/12 4 Sheets D-3.10-01 Cast-In-Place Permanent Geosynthetic
Wall Fascia and Facing 5/29/13 D-3.11-03 Precast Permanent Geosynthetic Wall Fascia 6/11/14 2 Sheets D-3.15-02 Permanent Geosynthetic Wall Single Slope Barrier 6/10/13 D-3.16-02
Permanent Geosynthetic Wall F-Shape Barrier 5/29/13 D-3.17-02 Permanent Geosynthetic Wall Expansion Joint Details 5/9/16 D-4 Backfill and Drainage for Retaining Walls 12/11/98
D-6 Gabions 6/19/98 D-10.10-01 Reinforced Concrete Retaining Wall Type 1 and 1SW 12/2/08 2 Sheets D-10.15-01 Reinforced Concrete Retaining Wall Type 2 and 2SW 12/2/08 2 Sheets
D-10.20-01 Reinforced Concrete Retaining Wall Type 3 and 3SW 8/7/19 2 Sheets D-10.25-01 Reinforced Concrete Retaining Wall Type 4 and 4SW 8/7/19 2 Sheets D-10.30-00 Reinforced Concrete
Retaining Wall Type 5 7/8/08 2 Sheets D-10.35-00 Reinforced Concrete Retaining Wall Type 6 7/8/08 2 Sheets D-10.40-01 Reinforced Concrete Retaining Wall Type 7 12/2/08 2 Sheets D-10.45-01
Reinforced Concrete Retaining Wall Type 8 12/2/08 2 Sheets Section E Bridges and Trestles E-1 Date Numeral Placement on Bridge Traffic Barrier 2/21/07 E-2 Pile or Frame Detour
Bridge with Asphalt Overlay 5/29/98 2 Sheets E-4 Precast Prestressed Concrete Piles 8/27/03 E-4a Precast Prestressed Concrete Piles Handling & Capping 8/27/03 Page 6 Standard
Plans for Road, Bridge, and Municipal Construction Effective September 30, 2020 Contents Plan No. Plan Title Publication Approval Date Section F Curbs, Sidewalks, and
Driveways F-10.12-04 Cement Concrete Curbs 9/24/20 F-10.16-00 Cement Concrete Curb and Gutter Pan 12/20/06 F-10.18-02 Roundabout Cement Concrete Curbs 9/24/20 F-10.40-04
Extruded Curb Placement 9/24/20 F-10.42-00 Extruded Curb 1/23/07 F-10.62-02 Precast Sloped Mountable Curb 4/22/14 2 Sheets F-10.64-03 Precast Dual Faced Sloped Mountable Curb
4/22/14 F-30.10-04 Cement Concrete Sidewalk 9/25/20 F-40.12-03 Parallel Curb Ramp 6/29/16 F-40.14-03 Combination Curb Ramp 6/29/16 F-40.15-04 Perpendicular Curb Ramp 9/25/20
F-40.16-03 Single Direction Curb Ramp 6/29/16 F-45.10-02 Detectable Warning Surface 7/15/16 F-80.10-04 Cement Concrete Driveway Entrance Types 1, 2, 3, & 4 7/15/16 2 Sheets
Section G Signs and Sign Supports G-10.10-00 Milepost 9/20/07 G-20.10-02 Ground-Mounted Sign Placement 6/23/15 G-22.10-04 Timber Sign Support 6/28/18 3 Sheets G-24.10-00 Steel
Sign Support Type AP Installation Details 11/8/07 G-24.20-01 Steel Sign Support Type AS Installation Details 2/7/12 G-24.30-02 Steel Sign Support Types PL, PL-T, & PL-U Installation
Details 6/28/18 2 Sheets G-24.40-07 Steel Sign Support Types SB-1, SB-2 & SB-3 Installation Details 6/28/18 6 Sheets G-24.50-05 Steel Sign Support Types ST-1 - ST-4 Installation Details
8/7/19 G-24.60-05 Steel Sign Support Types TP-A and TP-B Installation Details 6/28/18 2 Sheets G-25.10-05 Steel Sign Support Foundation Details 9/16/20 G-26.10-00 Barrier Mounted
Elbow Sign Support 7/31/19 2 sheets G-30.10-04 Sign Installation on Signal and Light Standards 6/23/15 2 Sheets G-50.10-03 Sign Bracing 6/28/18 2 Sheets G-90.10-03 Overhead Sign
Bracing and Mounting 7/11/17 G-90.11-00 Overhead Sign Lighting Bracing and Placement 4/28/16 G-90.20-05 Overhead Sign Mounting (Monotube Structure) 7/11/17 G-90.30-04 Overhead
Sign Mounting (Truss Structure) 7/11/17 G-90.40-02 Overhead Sign Lighting Details 4/28/16 G-95.10-02 Maintenance Walkway for Sign Bridges 6/28/18 3 Sheets G-95.20-03 Maintenance
Walkway Mounting for Monotube Sign Bridge 6/28/18 3 Sheets G-95.30-03 Maintenance Walkway Mounting for Truss-Type Sign Bridge 6/28/18 2 Sheets Section H Roadside and Site Development
H-10.10-00 Tree and Shrub Planting Details 7/3/08 H-10.15-00 Live Stake Installations 7/3/08 H-30.10-00 Crest Gage 10/12/07 H-32.10-00 Automated Ground Water Monitoring Well
9/20/07 Standard Plans for Road, Bridge, and Municipal Construction Page 7 Effective September 30, 2020 Contents Plan No. Plan Title Publication Approval Date H-60.10-01
Bollard Type 1 7/3/08 H-60.20-01 Bollard Type 2 7/3/08 H-70.10-01 Mailbox Support Type 1 2/7/12 2 Sheets H-70.20-01 Mailbox Support Type 2 2/16/12 2 Sheets Section I Site
Preservation and Erosion Control I-10.10-01 High Visibility Fence 8/11/09 I-30.10-02 Silt Fence with Backup Support 3/22/13 I-30.15-02 Silt Fence 3/22/13 I-30.16-01 High Visibility
Silt Fence with Backup Support 7/11/19 I-30.17-01 High Visibility Silt Fence 6/12/19 I-30.20-00 Erosion Control At Culvert Ends 9/20/07 I-30.30-02 Wattle Installation On Slope
6/12/19 I-30.40-02 Compost Sock 6/12/19 I-30.60-02 Erosion Control Details Coir Log Placement 6/12/19 I-40.10-00 Temporary Silt Fence for Inlet Protection In Unpaved Areas 9/20/07
I-40.20-00 Storm Drain Inlet Protection 9/20/07 I-50.20-01 Check Dams on Channels 6/10/13 I-60.10-01 Biodegradable Erosion Control Blanket Placement for Slopes 6/10/13 I-60.20-01
Biodegradable Erosion Control Blanket Placement for Ditches 6/10/13 I-80.10-02 Miscellaneous Erosion Control Details 7/15/16 Section J Illumination, Signals, and ITS J-10 Electrical
Conduit Placement 7/18/97 J-10.10-04 Cabinet Orientation, Conduit Layout and Foundation Detail 9/16/20 6 Sheets J-10.12-00 Service Cabinet Installation - Wood Post 9/16/20
J-10.14-00 Service Cabinet Installation Timber Pole 9/16/20 2 sheets J-10.15-01 Cabinet Enclosure on Slope 6/11/14 J-10.16-01 Service Cabinet Type A (0 - 60 Amp Type 120 Volt Single
Phase) 9/16/20 J-10.17-01 Service Cabinet Type B (0 - 60 Amp Type 120/240 Volt Single Phase) 9/16/20 J-10.18-01 Service Cabinet Type C (0 - 60 Amp Type 240/480 Volt Single Phase)
9/16/20 J-10.20-03 Service Cabinet Type B Modified (0 - 200 Amp Type 120/240 Single Phase) 9/16/20 2 Sheets J-10.21-01 Service Cabinet Type D (0 - 200 Amp Type 120/240 Single
Phase) 9/16/20 2 Sheets J-10.22-01 Service Cabinet Type E (0 - 200 Amp Type 240/480 Single Phase) 9/16/20 2 Sheets J-10.25-00 Transformer Cabinet (480v/240V - 240V/120V) 7/11/17
J-12.15-00 Type 33xL Single-Width Cabinet Housing 6/28/18 2 Sheets J-12.16-00 Type 33xD and 34xLX Double-Width Cabinet Housings 6/28/18 2 Sheets J-15.10-01 Timber Light Standard
6/11/14 J-15.15-02 Span Wire Installation 7/10/15 Page 8 Standard Plans for Road, Bridge, and Municipal Construction Effective September 30, 2020 Contents Plan No.
Plan Title Publication Approval Date J-20.10-04 Accessible Pedestrian PushButton Post (PPB) and Foundation 7/31/19 J-20.11-03 Accessible Pedestrian PushButton with Curb Base 7/31/19
2 Sheets J-20.15-03 Accessible Breakaway Pedestrian PushButton (PPB) Post 6/30/14 J-20.16-02 Pedestrian Signal Standard (Type PS) Details 6/30/14 J-20.20-02 Pedestrian Signal Standard
(Type PS) Electrical Details 5/20/13 J-20.26-01 Accessible Pedestrian PushButton (PPB) Details 7/12/12 2 Sheets J-21.10-04 Type PS, Type 1, RM & FB Signal Standard Foundation Details
6/30/14 2 Sheets J-21.15-01 Type 1 Signal Standard Details 6/10/13 J-21.16-01 Flashing Beacon Type 1 Signal Standard Details 6/10/13 J-21.17-01 Flashing Beacon Type 1 Signal Standard
Electrical Details 6/10/13 J-21.20-01 Type 1 Signal Standard Electrical Details 6/10/13 J-22.15-02 Ramp Meter Signal Standard Details 7/10/15 3 Sheets J-22.16-03 Ramp Meter Signal
Standard Electrical Details 7/10/15 J-26.10-03 Traffic Signal Standard Foundation 7/21/16 J-26.15-01 Signal Standard Foundation Placements 5/17/12 3 Sheets J-26.20-01 Temporary
Signal Standard Adaptor 6/28/18 5 Sheets J-27.10-01 Type 4 and 5 Strain Pole Foundation 7/21/16 J-27.15-00 Type 4 and 5 Strain Pole Standard 3/15/12 J-28.10-02 Steel Light Standard
8/7/19 J-28.22-00 Steel Light Standard Placement (Slip Base) 8/7/07 2 Sheets J-28.24-02 Steel Light Standard Placement (Fixed Base) 9/16/20 J-28.26-01 Steel Light Standard Placement
Miscellaneous 12/2/08 J-28.30-03 Steel Light Standard Foundation Types A & B 6/11/14 2 Sheets J-28.40-02 Steel Light Standard Base Mounting 6/11/14 J-28.42-01 Steel Light Standard
Anchor/Slip Plate for Slip Base 6/11/14 J-28.43-01 Slip Base Adaptor for 4-Bolt Light Standard Base 6/28/18 J-28.45-03 Steel Light Standard Elbow Mounting on Bridge & Retaining
Wall 7/21/16 2 Sheets J-28.50-03 Steel Light Standard Pole Base and Hand Hole Details 7/21/16 J-28.60-02 Steel Light Standard Barrier Mounted Base 7/21/16 J-28.70-03 Steel Light
Standard Wiring Details 7/21/17 2 Sheets J-29.10-01 Type CCTV Traffic Signal Standard (Camera Pole) Foundation Details 7/21/16 J-29.15-01 Type CCTV Traffic Signal Standard (Camera
Pole) 7/21/16 2 Sheets J-29.16-02 Type CCTV Traffic Signal Standard (Camera Pole) Elbow Details 7/21/16 J-30.10-00 High Mast Luminaire Maintenance Pad 7/21/16 2 Sheets J-40.05-00
Existing Junction Box Retrofit Grounding Details 7/21/16 J-40.10-04 Locking Lid Standard Duty Junction Box Types 1 & 2 4/28/16 2 Sheets J-40.20-03 Heavy-Duty Junction Box Types 4,
5 & 6 4/28/16 2 Sheets J-40.30-04 Locking Lid Standard Duty Junction Box Type 8 4/28/16 2 Sheets J-40.35-01 Sign Post-Mounted Junction Box 5/29/13 3 Sheets J-40.36-02 Nema 4X Non-Adjustable
Junction Box 7/21/17 2 Sheets J-40.37-02 Nema 3R Adjustable Flush-Mount Junction Box 7/21/17 3 Sheets J-40.38-01 Top Entry Nema 4x Surface-Mount Junction Box 5/20/13 J-40.39-00
Front Entry Nema 4X Surface-Mount Junction Box 5/20/13 J-40.40-02 Nema 4X Junction Box in Sidewalk Located on Structure 7/31/19 J-45.36-00 Nema 3R and 4X Flush-Mount Junction Box
- Grounding 7/21/17 Standard Plans for Road, Bridge, and Municipal Construction Page 9 Effective September 30, 2020 Contents Plan No. Plan Title Publication Approval
Date J-50.05-00 Loop Splice Details 7/21/17 J-50.10-01 Type 1 Induction Loop 7/31/19 J-50.11-02 Type 2 Induction Loop 7/31/19 J-50.12-02 Type 3 Induction Loop 8/7/19 J-50.13-00
Metering and Data Induction Loops 8/22/19 2 Sheets J-50.15-01 Induction Loop Details 7/21/17 3 Sheets J-50.16-01 Preformed Loop Installation Details for New Bridge Decks 3/22/13 2
Sheets J-50.18-00 Induction Loop Wiring Details 8/7/19 J-50.19-00 Metering and Data Induction Loop Wiring Details 8/7/19 J-50.20-00 Permanent Traffic Recorder Installations 6/3/11
3 Sheets J-50.25-00 Weigh-In Motion Site Installation Details 6/3/11 2 Sheets J-50.30-00 Permanent Traffic Recorder & Weigh-In-Motion Details 6/3/11 3 Sheets J-60.05-01 Typical Grounding
Details 7/21/16 3 Sheets J-60.11-00 Conduit Installation in Traffic Barrier on Retaining Wall 5/20/13 2 Sheets J-60.12-00 Conduit Installation in Single-Slope Concrete Barrier (Dual
Faced) 5/20/13 J-60.13-00 Stainless Steel Channel 6/16/10 J-60.14-01 Stainless Steel Channel Mounting Details on Column or Pole 7/31/19 J-75.10-02 Signal Head Mounting Details
~ Pole and Post Top Mountings 7/10/15 J-75.20-01 Signal Head Mounting Details ~ Mast Arm and Span Wire Mountings 7/10/15 2 Sheets J-75.30-02 Miscellaneous Signal Details J-75.41-01
Signal Bridge Standard Electrical Details 6/29/16 4 Sheets J-80.10-00 Type 332 Signal Cabinet Layout 6/28/18 J-80.15-00 Type 332 Signal Cabinet Detector Test Panel 6/28/18 J-81.10-01
Type 334 Ramp Meter/Data Station Cabinet 9/16/20 3 sheets J-86.10-00 Highway Advisory Radio (Har) Transmitter 6/20/18 3 Sheets J-90.10-03 Pull Box 6/28/18 2 Sheets J-90.20-03 Cable
Vault 6/28/18 2 Sheets J-90.21-02 Small Cable Vault 6/28/18 2 Sheets J-90.50-00 Vault Installation Details 6/28/18 2 Sheets Section K Work Zone Traffic Control K-70.20-01 Temporary
Channelization 6/1/16 K-80.10-02 Class A Construction Signing Installation 9/25/20 K-80.20-00 Type 3 Barricade 12/20/06 2 Sheets K-80.35-01 Temporary Conc. Barrier Anchoring
9/16/20 K-80.37-01 Temporary Conc. Barrier Anchoring ~ Narrow 9/16/20 Section L Fence and Glare Screen L-10.10-02 Wire Fence Types 1 & 2 and Wire Gates 6/21/12 2 Sheets
L-20.10-03 Chain Link Fence Types 3 and 4 7/14/15 2 Sheets L-30.10-02 Chain Link Gate 6/11/14 2 Sheets L-40.15-01 Glare Screen Type 1 Design B 6/16/11 Page 10 Standard Plans
for Road, Bridge, and Municipal Construction Effective September 30, 2020 Contents Plan No. Plan Title Publication Approval Date L-40.20-02 Glare Screen Type 2 (Chain Link
with Slats) 6/21/12 L-70.10-01 Access Control Gate 5/21/08 L-70.20-01 Access Control Double Gate 5/21/08 Section M Roadway Delineation M-1.20-04 Ramp Channelization Single
Lane 9/25/20 M-1.40-03 Ramp Channelization Two Lane 9/25/20 M-1.60-03 Ramp Channelization Collector-Distributor Road 9/25/20 M-1.80-03 Ramp Channelization Parallel On & Weaving
Section 6/3/11 M-2.20-03 Off-Ramp Gore Area Marking Layouts 7/10/15 M-2.21-00 On-Ramp Gore Area Marking Layouts 7/10/15 M-3.10-04 Left Turn Channelization 9/25/20 M-3.20-03
Left Turn Channelization Reduced Tapers 9/25/20 M-3.30-04 Left Turn Channelization Tee Intersection and Back-toBack Turn Lanes 9/25/20 M-3.40-04 Two-Way Left Turn and Median
Channelization 9/25/20 M-3.50-03 Double Left Turn Channelization 9/25/20 M-5.10-03 Right Turn Channelization 9/25/20 M-7.50-01 High Occupancy Vehicle (HOV) Lane Symbol Layout
1/30/07 M-9.50-02 Bicycle Lane Symbol Layout 6/24/14 M-9.60-00 Shared - Use Path Markings 2/10/09 M-11.10-03 Railroad Crossing Layout 8/7/19 2 Sheets M-12.10-02 Roundabout Pavement
Markings 9/25/20 M-15.10-01 Crosswalk Layout 2/6/07 M-17.10-02 Parking Space Layouts 7/3/08 M-20.10-03 Longitudinal Marking Patterns 9/25/20 2 Sheets M-20.20-02 Profiled and
Embossed Plastic Lines 4/20/15 M-20.30-04 Longitudinal Marking Supplement with Raised Pavement Markers 2/29/16 2 Sheets M-20.40-03 Longitudinal Marking Supplement with RPM's ~ Turn
Lanes 6/24/14 2 Sheets M-20.50-02 Longitudinal Marking Substitution with RPM's 6/3/11 M-24.20-02 Symbol Markings ~ Traffic Arrows for High Speed Roadways 4/20/15 3 Sheets M-24.40-02
Symbol Markings ~ Traffic Arrows for Low Speed Roadways 4/20/15 2 Sheets M-24.60-04 Symbol Markings Miscellaneous 6/24/14 2 Sheets M-24.65-00 BMP Delineation - Linear Type 7/11/17
M-24.66-00 BMP Delineation - Underground and Pond Type 7/11/17 M-40.10-03 Guide Posts and Barrier Delineators 6/24/14 M-40.20-00 Guide Post Placement Interchanges 10/12/07 M-40.30-01
Guide Post Placement Grade Intersections 7/11/17 M-40.40-00 Guide Post Placement Horizontal Curves 9/20/07 M-40.50-00 Guide Post Placement Bridges 9/20/07 M-40.60-00 Guide Post
Placement Miscellaneous 9/20/07 Standard Plans for Road, Bridge, and Municipal Construction Page 11 Effective September 30, 2020 Contents Plan No. Plan Title Publication
Approval Date M-60.10-01 Shoulder Rumble Strip Type 1 for Divided Highways 6/3/11 4 Sheets M-60.20-02 Shoulder Rumble Strip, Types 2, 3, and 4, for Undivided Highways 6/27/11 2
Sheets M-65.10-02 Centerline Rumble Strip 5/11/11 2 Sheets M-80.10-01 Traffic Letter and Numeral Applications 6/3/11 2 Sheets M-80.20-00 Traffic Letters and Numerals (High Speed
Roadways) 6/10/08 M-80.30-00 Traffic Letters and Numerals (Low Speed Roadways) 6/10/08 Page 12 Standard Plans for Road, Bridge, and Municipal Construction
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This page left blank intentionally. Julie Heilman 2020.09.01 07:54:03 -07'00' Roark, Steve Digitally signed by Roark, Steve Date: 2020.09.09 09:52:35 -07'00'
/4 " 4 1/4 " 7’- 3 1/2 " 3’- 1 1/2 " 3’- 1 1/2 " Splice bolt slots 29/32 " x 1 1/8 " (TYP) Post bolt slots 3/4 " x 2 1/2 " (TYP) 3’- 1 1/2 " 3’- 1 1/2 " 4 1/4 " 4 1/4 " 4 1/4 "4
1/4 " 2" 2" 20" 12 1/4 " 6’- 3" 13’- 6 1/2 " 6’- 3" 10 Gage 10 Gage ADDED 10 GAGE STEEL DESIGNATION; REV. NOTE 1 NOTES 1. For wood posts, saw top of post and block to 1" above thrie
beam guardrail reducer section. For steel posts, drive post down to 1" maximum above the thrie beam guardrail reducer section. S T A T E O F W A S H I N G T O N R E G I S T E
R E D P R O F E S S I O N A L E N G I N E E R EXPIRES JULY 24, 2004 34042 R I C H A R D B A S T O R W A L I N B Harold J. Peterfeso 10-31-03 NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING
DOCUMENT BUT AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION, IS KEPT ON FILE AT THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION. A COPY
MAY BE OBTAINED UPON REQUEST.
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