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HomeMy WebLinkAboutAS- Built CAD RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} 0 RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} SUR-BOUNDARY-TXT RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} TEXT RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} LINE-RANGE2 RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} TEXTS RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} TEXTM RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} TEXTL RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} ELEV RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} PNTS RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} DESC RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} DEFPOINTS RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} UTL-SS RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} UTL-GAS RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} UTL-TV RAK {SS-PLAN DASHED SS-PLAN} {COVER DASHED COVER} SF-EXBUILD RAK {SS-PLAN DITCH SS-PLAN} {COVER DITCH COVER} SF-DITCH RAK {SS-PLAN HIDDEN05 SS-PLAN} {COVER HIDDEN05 COVER} SF-EXCURB RAK {SS-PLAN FENCE-C_LINK SS-PLAN} {COVER FENCE-C_LINK COVER} SF-EXFENCE RAK {SS-PLAN FENCE-GUARD_RAIL SS-PLAN} {COVER FENCE-GUARD_RAIL COVER} SF-EXGUARD RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} SF-LAKE RAK {SS-PLAN TRACKS SS-PLAN} {COVER TRACKS COVER} SF-RAILROAD RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} TOPO-CONT-MINOR-EX RAK {SS-PLAN MEANDER SS-PLAN} {COVER MEANDER COVER} SURV-MEANDER RAK {SS-PLAN PHANTOM SS-PLAN} {COVER PHANTOM COVER} SURV-PROP-LN-EX RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} SURV-RANGE RAK {SS-PLAN SECT SS-PLAN} {COVER SECT COVER} SURV-SECT RAK {SS-PLAN QTRSECT SS-PLAN} {COVER QTRSECT COVER} SURV-QTRSECT RAK {SS-PLAN 16THSECT SS-PLAN} {COVER 16THSECT COVER} SURV-16THSECT RAK {SS-PLAN STATE SS-PLAN} {COVER STATE COVER} SV-STATE RAK {SS-PLAN UTL-OIL-L SS-PLAN} {COVER UTL-OIL-L COVER} UTL-OIL RAK {SS-PLAN UTL-P-L SS-PLAN} {COVER UTL-P-L COVER} UTL-POW RAK {SS-PLAN UTL-TEL-L SS-PLAN} {COVER UTL-TEL-L COVER} UTL-TEL RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} UTL-WTR-SERV RAK {SS-PLAN UTL-W-L SS-PLAN} {COVER UTL-W-L COVER} UTL-WTR RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} SF-EXWALL RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} TOPO-CONT-MAJOR-EX RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} ZDWG_DWGINF RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} ZDWG_TXT_NOTES RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} SF-WETLAND RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} SF-STREAM RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} SF-EXPAVE RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} SF-EXGRAVEL RAK {SS-PLAN DASHED2 SS-PLAN} {COVER DASHED2 COVER} SF-EXFOG-LINE RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} TOPO-CONT-TXT-EX RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} SV-TOE-TOP RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} SF-EXSIDEWALK RAK {SS-PLAN UTL-OHP-L SS-PLAN} {COVER UTL-OHP-L COVER} UTL-POW-OHP RAK {SS-PLAN UTL-SS-FM-L SS-PLAN} {COVER UTL-SS-FM-L COVER} UTL-SS-FM RAK {SS-PLAN UTL-OHT-L SS-PLAN} {COVER UTL-OHT-L COVER} UTL-TEL-OHT RAK {SS-PLAN UTL-ST-L SS-PLAN} {COVER UTL-ST-L COVER} UTL-ST RAK {SS-PLAN CENTER SS-PLAN} {COVER CENTER COVER} SURV-ROW-CL RAK {SS-PLAN DASHED SS-PLAN} {COVER DASHED COVER} SURV-ROW-EX RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} SURV-ROW-PROP RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} TOPO-EASE-PERM RAK {SS-PLAN DASHED2 SS-PLAN} {COVER DASHED2 COVER} SURV-EASE-TEMP RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} SURV-PROP-LN-PROP RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} SURV-TXT RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} UTL-SS-MH-PROP RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} UTL-SS-MH-EX RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} UTL-SD-CB-EX RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} UTL-SD-CB-PROP RAK {SS-PLAN UTL-ST-L SS-PLAN} {COVER UTL-ST-L COVER} UTL-SD-CULV-EX RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} UTL-SD-CULV-PROP RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} UTL-WTR-FTG-EX RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} UTL-WTR-FH-EX RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} UTL-WTR-FTG-PROP RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} UTL-WTR-FH-PROP RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} SURVEY RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} SF-CHANNEL RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} SF-CHANNEL-ARROW RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} SF-CHANNEL-MARKER RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} TOPO-CHANNEL-STRIPE RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} SF-FEAT RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} SF-VEG RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} SURV-SIGNAL RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} SURV-SIGNAL-DETECT OR RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} SURV-SIGNAL-LIGHT RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} SURVSIGNAL-SIGN RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} ZDWG_TXT_TITLES RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} UTL-SS-MH-EX-TXT RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} UTL-SS-MH-PROP-TXT RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} UTL-SD-CB-EX-TXT RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} UTL-SD-PROP-TXT RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} SF-EXBUILD-TXT RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} DCA_INFO RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} SUR-BOUNDARY-LIN RAK {SS-PLAN DASHED SS-PLAN} {COVER DASHED COVER} SUR-BOUNDARY-RW-LIN RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} PNTS-TOPO RAK {SS-PLAN CENTER2 SS-PLAN} {COVER CENTER2 COVER} SUR-CENTER-LIN RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} SUR-CENTER-TXT RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} PNTS-CONTROL RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} TOPO-FENCE RAK {SS-PLAN HIDDEN05 SS-PLAN} {COVER HIDDEN05 COVER} TOPO-CURB RAK {SS-PLAN HIDDEN05 SS-PLAN} {COVER HIDDEN05 COVER} TOPO-CONCRETE RAK {SS-PLAN HIDDEN SS-PLAN} {COVER HIDDEN COVER} TOPO-EDGE-PAVEMENT RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} TOPO-SURFACE RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} TOPO-CONT-TXT RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} UTL-WATER RAK {SS-PLAN DASHED SS-PLAN} {COVER DASHED COVER} UTL-SS-LIN RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} UTL-STORM RAK {SS-PLAN DASHED SS-PLAN} {COVER DASHED COVER} UTL-STORM-LIN RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} UTL-GAS-LIN RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} UTL-WATER-LIN RAK {SS-PLAN HIDDEN05 SS-PLAN} {COVER HIDDEN05 COVER} TOPO-WALL RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} TOPO-TREES RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} UTL-POWER-POLE RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} UTL-TELE RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} UTL-TELE-LIN RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} UTL-TV-LIN RAK {SS-PLAN HIDDEN SS-PLAN} {COVER HIDDEN COVER} TOPO-GRAVEL ADSK_XREC_LAYER_RECONCILED RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} SH-TBLK-TITL-TXT ADSK_XREC_LAYER_RECONCILED RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} SH-TBLK-ATTR-TXT ADSK_XREC_LAYER_RECON CILED RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} SH-TBLK-TITL-LIN ADSK_XREC_LAYER_RECONCILED RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} BORDER ADSK_XREC_LAYER_RECONCILED RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} TOM-STAMP ADSK_XREC_LAYER_RECONCILED RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} APPR-BLOCK ADSK_XREC_LAYER_RECONCILED RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} BORDER-RENTON ADSK_XREC_LAYER_RECONCILED RAK {SS-PLAN DASH SS-PLAN} {COVER DASH COVER} STREET-LITE-LIN RAK {SS-PLAN HIDDEN05 SS-PLAN} {COVER HIDDEN05 COVER} SF-CONCRETE RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} SRF-FLT RAK {SS-PLAN HIDDEN SS-PLAN} {COVER HIDDEN COVER} CONT-MNR RAK {SS-PLAN DASHED SS-PLAN} {COVER HIDDEN COVER} CONT-MJR RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} STALBL RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} PGRID RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} PGRIDT RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} PBASE RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} PEGCT RAK {SS-PLAN HIDDEN SS-PLAN} {COVER HIDDEN COVER} PEGC RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} PVGRID RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} PROF_INFO RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} PFGC ADSK_XREC_LAYER_RECONCILED RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} LUM-SCHEDULE ADSK_XREC_LAYER_RECONCILED RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} SF-PAV-SECT RAK {SS-PLAN HIDDEN SS-PLAN} {COVER HIDDEN COVER} ASBUILT-DIM RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} LEGAL-TEXT RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} BRDRTXT RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} NA RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} LOGO RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} GS RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} PLS-STAMP RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} AS-BUILT-CERT RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} MERGE RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} STANDARD RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} BORDER-TOUMA RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} PNTS-TOPO-5-4-16 RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} SF-PLANTER RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} SURFACE RAK {SS-PLAN HIDDEN05 SS-PLAN} {COVER CONTINUOUS COVER} CONT-MNR-PHASE-2 RAK {SS-PLAN HIDDEN SS-PLAN} {COVER HIDDEN05 COVER} CONT-MJR-PHASE-2 RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} WA-SS-PROP-TXT-OFFSITE ADSK_XREC_LAYER_RECONCILED RAK {SS-PLAN DASHED SS-PLAN} {COVER DASHED COVER} SH-TBLK-CUTS-LIN AcAecLayerStandard AcCmTransparency RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} SH-TBLK-LOGO-SYM RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} BP-GENTXT RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} UTL-SS-STUBS-PROP RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} TOPO-TEXT RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} PNTS-HOUSE RAK {SS-PLAN CONTINUOUS SS-PLAN} {COVER CONTINUOUS COVER} SF-PAVEIMPROVMENT RAK {COVER CONTINUOUS COVER} {SS-PLAN CONTINUOUS SS-PLAN} PNTS-CORNERS RAK {COVER CONTINUOUS COVER} {SS-PLAN CONTINUOUS SS-PLAN} PNTS-5-30-17 RAK {COVER CONTINUOUS COVER} {SS-PLAN CONTINUOUS SS-PLAN} PNTS-7-7-17 RAK {COVER CONTINUOUS COVER} {SS-PLAN CONTINUOUS SS-PLAN} ZDWG_CONSTRUCTION RAK {COVER CONTINUOUS COVER} {SS-PLAN CONTINUOUS SS-PLAN} UTL-SS-TXT-EX-PH2 RAK {COVER CONTINUOUS COVER} {SS-PLAN CONTINUOUS SS-PLAN} ZDWG_BORDER RAK {COVER CONTINUOUS COVER} {SS-PLAN CONTINUOUS SS-PLAN} ZDWG_VPORT_OFF RAK {COVER CONTINUOUS COVER} {SS-PLAN CONTINUOUS SS-PLAN} ZDWG_BORDER_TXT RAK {COVER CONTINUOUS COVER} {SS-PLAN CONTINUOUS SS-PLAN} ZDWG_MVIEW-DEF RAK {COVER CONTINUOUS COVER} {SS-PLAN CONTINUOUS SS-PLAN} ZDWG_MVIEW_DEF_ATT RAK {COVER CONTINUOUS COVER} {SS-PLAN CONTINUOUS SS-PLAN} ZDWG_MVIEW-DEF_CUR RAK {COVER CONTINUOUS COVER} {SS-PLAN CONTINUOUS SS-PLAN} ZDWG-TXT-TITLES-GRN RAK {COVER CONTINUOUS COVER} {SS-PLAN CONTINUOUS SS-PLAN} ZDWG-TXT-TITLES-GRAY RAK {COVER CONTINUOUS COVER} {SS-PLAN CONTINUOUS SS-PLAN} PNTS-SEWER RAK {COVER CONTINUOUS COVER} {SS-PLAN CONTINUOUS SS-PLAN} PNTS-7-25-17 RAK {COVER CONTINUOUS COVER} {SS-PLAN CONTINUOUS SS-PLAN} ASHADE RAK {COVER CONTINUOUS COVER} {SS-PLAN CONTINUOUS SS-PLAN} VICINITY RAK {SS-PLAN CONTINUOUS SS-PLAN} UTL-SIZE-TXT RAK {SS-PLAN CONTINUOUS SS-PLAN} P-NEW-PAVEMENT NOTES-GENERAL ERO-WATTLES Hatch Border Image EB-N-T P-CURB ADSK_XREC_LAYER_RECONCILED D-TEXT ADSK_XREC_LAYER_RECONCILED D-SHEET-TI-T ADSK_XREC_LAYER_RECONCILED D-CL-L ADSK_XREC_LAYER_RECONCILED D-HAT ADSK_XREC_LAYER_RECONCILED D-DIM ADSK_XREC_LAYER_RECONCILED MS-VIEW-L ADSK_XREC_LAYER_RECONCILED AcAecLayerStandard D-TI-T AcAecLayerStandard AcCmTransparency D-HMA AcAecLayerStandard AcCmTransparency D-HMA-S AcAecLayerStandard AcCmTransparency D-HAT-OFF AcAecLayerStandard AcCmTransparency D-HMA-L AcAecLayerStandard AcCmTransparency D-CB-L SHEET-TI-T RAK {KCRS12-12-03 CONTINUOUS 0 KCRS12-12-03} {KCRSPDFPLOT CONTINUOUS 0 KCRSPDFPLOT} KC-LOGO AcAecLayerStandard TRIM-L AcAecLayerStandard KC-LOGO-T AcAecLayerStandard KC-DOT-TI-T REVIEW-T-OFF AcAecLayerStandard AcCmTransparency REVIEW-T-B-OFF C-ANNO-MATC-PATT *MODEL_SPACE *PAPER_SPACE ADCADD_ZZ POINT STLN GARBINF SOT SSCT SCC SSMH SSCO WGVFP SSMHEX SSCOEX SDCB SDCP SDMH SDMHPROP WCAP WFL WMJ WHUB WBOV WBVF WCKV WGV WARV WFH2 WFH3 WMET WTB WREDF WGP WCOUP WCOUPP WGP2 WREDFP WTBP WMETP WFH2P WFH3P WTH WARVP WBOVP WBVFP WCKVP WTEEF W90F WCRSF GMET GV PTRAN PV PTWR UP UPA TELR TV SAP SBM SBC SIP SMIC SMON SSC SQC SSXC SMC SWC SSB SSE I-SYM CB CHS CHOV CO CRR CSC CS CSA CLRS CLR CLT CRT CLS CRS CLM1 CLM2 SFBS SFMB SFRR SFR BRIDGE SFSN SFS SFC SFD SFL TAD TATC TDD TQD TPD TIL TOS TOSL TFWS TJB1 TJB2 TJB3 TPB TPSH TPN TRG TRC TSC TSLC TSLA TSPL TPOL TSPOL TSB TSCL TSS TSD SDCBP RH2NEW PROJ_NAM RH2 X_ARROW REN-APPR HEAD RENTON1 *X131 *X132 *X133 *X134 *X135 *X136 *X137 *X138 *X139 *X140 *X141 PE-TT A$C74D51BFF IP SMH RH2BLOCKS STA_TIC LBL_TIC *D149 DATUM PRO_DEF2 A$C510C3FE6 BM SUR-NOTE-V SCALE *X156 *X157 *X158 *X159 *X160 NORTHA WELL LEGEND-VERTICAL RCDWG JBA KC-LOGO 1 BARSCALE TOUMALBL A$C47A91A2F SURVEY DTPLSSTAMP *X174 *X175 *X176 *X177 *X178 *X179 *X180 *X181 *X182 *X183 *X184 PE-STAMP05 ASBUILT *X187 *X188 *X189 *X190 *X191 *X192 *X193 *X194 *X195 *X196 *X197 PE-STAMP-1 AS-BUILTNOTE TITLEBLOCK A$C472E1ED6 A$C41317FD3 TF RNTLOGO RENTON A$C4F950E04 *X207 *X208 *X209 *X210 *X211 *X212 *X213 *X214 *X215 *X216 *X217 A$C71321799 *X219 *X220 *X221 *X222 *X223 *X224 *X225 *X226 ZRH2BINF ACAD_BLKREFS ZRH2BBRD ACAD_BLKREFS ZRH2BSCL ACAD_BLKREFS ZRH2BLOG MVIEWDEF RH2STN *D233 *D234 *D235 *D236 *D237 *D238 *D239 *D240 *D241 *D242 *D243 AVE_RENDER AVE_GLOBAL A$C66D90443 SMICP SIPP SFSNP A$C0F0E2202 LEGEND A$C6DC620BD A$C19B03743 A$C69561E1D PCOR CIVIL PROTO ACAD_SORTENTS 8.5x11_PlotGuide D_2_1_2_E A$C34B77E4F ACAD_SORTENTS ARROWL ACAD_SORTENTS KCDOT RD STD DETAIL TITLE ACAD_SORTENTS KCDOT RD STD MV OUTLINE ACAD_SORTENTS KCDOT-RD-STD-NUM-CIR-T _ClosedBlank ACAD_SORTENTS 2016 KCDOTxRD-STD-TB 2-002-14 *D268 *D269 *D270 *D271 *D272 *D273 *D274 *D275 *D276 *D277 AS STANDARD L50 L140 L100 L40 L60 L80 L120 L175 L200 L240 L290 L350 L425 L500 S6 12 ROMAND NOTES RH2LIN ACAD Swis721 BT TITLES L70 L90 L110 L125 L180 L750 ROMANS C MONO L160 L100N SHR C10O C6 S4 C10 I BRDR BRDR2 BRDR3 L120N L110N L90W L90N L100W L110W L120W ACAD CG Times Times ACAD SansSerif Title BTEXT ASHADE ACAD Calibri Legend ACAD Arial SWDM BOLD ACAD Times New Roman TROMAN12 SIMPLEX ROMANS .48 ACAD Verdana KCLOGO1 ACAD Verdana KCLOGO3 ACAD Verdana KCLOGO2 BYBLOCK BYLAYER CONTINUOUS DASHED CENTER DASHED2 HIDDEN05 PHANTOM DITCH MEANDER SECT QTRSECT 16THSECT STATE FENCE-C_LINK FENCE-GUARD_RAIL TRACKS UTL-OIL-L UTL-P-L UTL-OHP-L UTL-SS-FM-L UTL-TEL-L UTL-OHT-L UTL-W-L UTL-ST-L DIVIDE HIDDEN DOT DIVIDED DIVIDE2 BORDER BORDER2 BORDERX2 CENTER2 CENTERX2 DASHDOT DASHDOT2 DASHDOTX2 DASHEDX2 DIVIDEX2 DOT2 DOTX2 HIDDEN10 HIDDEN25 HIDDEN12 HIDDEN50 PHANTOM2 PHANTOMX2 DOT05 DOT1 DOT075 PIPE DASH UTL-TV-L UTL-G-L UTL-SS-L STANDARD SCALE_20 STANDARD$7 ACAD_DSTYLE_DIMJOGGED_JOGANGLE_SYMBOL ACAD_DSTYLE_DIMBREAK ACAD_DSTYLE_DIMJAG ACAD_DSTYLE_DIMTALN KCRS-DIM-01 ACAD_DSTYLE_DIMJOGGED_JOGANGLE_SYMBOL ACAD_DSTYLE_DIMJAG ACAD_DSTYLE_DIMTALN KCRS-DIM-20 ACAD CIVIL_DRAFT CIVIL_LINE_TABLE CIVIL_CURVE_TABLE CIVIL_SPIRAL_TABLE ADCADD_ZZ SDSK_PMN SDSK_POINT QD_UTILITY_DESIGN_SEW SDI_SETUP RAK ADE DCA_DTM_FAULTS SDI_XSECTIONS DCA_FIGURE_XENT SDI_PROFILE SVPLINE AcAecLayerStandard AcCmTransparency AVE_RENDER AVE_ENTITY_MATERIAL AVE_FINISH AVE_MATERIAL AVE_GLOBAL QD_UTILITY_DESIGN QD_UTILITY_DATA SHEETIN2064553436 AcMapDMDisplayStyleRegapp AeccLand90 EGPT_COLORFAST_PAPER DCO15 CONTENTBLOCKDESCRIPTION CONTENTBLOCKICON RCADPLAP PROFILE_STATIONS PROFILE_DATUM_ELEVS PROFILE_ACTUAL_ELEVS PROFILE_ELEMENTS EPADCMMD EPADMIRROR EDS_PROFILE_DATA AUTOCAD_POSTSCRIPT_FIGURE EPNODE EPDC97051608361601 EPTIN00 EPALIGN EPSPIRAL EPDRALIN EPAN70724_101067586831 EPDC97052508254801 EPAN70728_092248011832 EPDRLINEALNG EPDRANNO EPAN70728_092415944135 EGPT_EPOD 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 ACAD_EXEMPT_FROM_CAD_STANDARDS AeccUiQTO AeccUiQTOEntityPayItemData AeccUiQTOPayItemFilePath AeccUiQTOPayItemCategoryFilePath AeccUiQTOFreqUsedPayItemsList AeccUiQTOPayItemFormulaFilePath AeccUiQTOPayItemSpecBookVersionFloridaDOT AeccUiQTOPayItemFormulaParameters AeccUiQTOPayItemFormulaExpression AeccUiQTOTransportDesigner FileFloridaDOT AeccUiMgr AeccUiModel ACAD_NAV_VCDISPLAY MapGWS AeccLand100 AeccUiDataExchange ACAD_PSEXT ACAD_DSTYLE_DIMJOGGED_JOGANGLE_SYMBOL ADE_PROJECTION GradientColor1ACI GradientColor2ACI AcadAnnoMonitorAlertIconDisabled AeccLand110 ACAD_MLEADERVER MapManagementAppName ACAD_DSTYLE_DIMTEXT_FILL ACAD_DSTYLE_DIMEXT_LENGTH ACAD_DSTYLE_DIMEXT_ENABLED ACAD_DSTYLE_DIM_LINETYPE ACAD_DSTYLE_DIM_EXT1_LINETYPE ACAD_DSTYLE_DIM_EXT2_LINETYPE ACAD_DSTYLE_DIMARC_LENGTH_SYMBOL ACAUTHENVIRON AcDbDynamicBlockTrueName AcDbDynamicBlockGUID AcadAnnoPO AECGUIBASE ACAD_DSTYLE_DIMJAG ACAD_DSTYLE_DIMTALN ACAD_DSTYLE_DIMBREAK MapManagementAppName *ACTIVE ACAD_COLOR ACAD_DETAILVIEWSTYLE ACAD_GROUP ACAD_IMAGE_DICT ACAD_IMAGE_VARS ACAD_LAYOUT ACAD_MATERIAL ACAD_MLEADERSTYLE ACAD_MLINESTYLE ACAD_PLOTSETTINGS ACAD_PLOTSTYLENAME ACAD_SCALELIST ACAD_SECTIONVIEWSTYLE ACAD_TABLESTYLE ACAD_VISUALSTYLE ACDBVARIABLEDICTIONARY AEC_DT_VARS AEC_LABEL_DICT SDSK_LABEL_DICT Imperial24 CURB_AND_GUTTER_SCAN Renton SEAL_Color STRAW_WATTLES_SCAN TRACTOR WHEEL_WASH_SCAN Layout1 Model ByBlock ByLayer Global BUMPTILE DIFFUSETILE OPACITYTILE REFLECTIONTILE REFRACTIONTILE SPECULARTILE BUMPTILE DIFFUSETILE OPACITYTILE REFLECTIONTILE REFRACTIONTILE SPECULARTILE BUMPTILE DIFFUSETILE OPACITYTILE REFLECTIONTILE REFRACTIONTILE SPECULARTILE Standard STANDARD Normal A0 A1 A2 A3 A4 A5 A6 A7 A8 A9 B0 B1 B2 B3 B4 B5 B6 Imperial24 Standard 2dWireframe Basic Brighten ColorChange Conceptual Dim EdgeColorOff Facepattern Flat FlatWithEdges Gouraud GouraudWithEdges Hidden JitterOff Linepattern OverhangOff Realistic Shaded Shaded with edges Shades of Gray Sketchy Thicken Wireframe X-Ray SORTENTS AEC_CONT_VARS L100 AEC_BLOCK_NOTIFY LABEL_OBJECT_NOTIFY CIVIL_DRAFT direction above, distance below 409E 409F 3B43 0 0 DCA_FIGURE_XENT CIVIL_DRAFT direction above, distance below 666B 666C 666D 0 0 CIVIL_DRAFT direction above, distance below 666E 666F 6670 0 0 CIVIL_DRAFT direction above, distance below 6671 6672 6673 0 0 CIVIL_DRAFT direction above, distance below 665F 6660 6661 0 0 CIVIL_DRAFT direction above, distance below 6662 6663 6664 0 0 CIVIL_DRAFT direction above, distance below 6665 6666 6667 0 0 CIVIL_DRAFT direction above, distance below 6668 6669 666A 0 0 CIVIL_DRAFT direction above, distance below 6674 6675 6676 0 0 SIZE_1 MATERIAL NOTE_1 SIZE_1 MATERIAL NOTE_1 SIZE_1 MATERIAL NOTE_1 SIZE_1 MATERIAL NOTE_1 CIVIL_DRAFT direction above, distance below 123A 80.00' CIVIL_DRAFT direction above, distance below 123A N88°10'50"W CIVIL_DRAFT direction above, distance below DB N01°49'10"E CIVIL_DRAFT direction above, distance below DC N01°49'10"E CIVIL_DRAFT direction above, distance below DC 157.51' CIVIL_DRAFT direction above, distance below DA N01°49'10"E CIVIL_DRAFT direction above, distance below 123C 80.00' CIVIL_DRAFT direction above, distance below 123C S88°07'57"E CIVIL_DRAFT direction above, distance below 123D S88°07'57"E CIVIL_DRAFT direction above, distance below 123D 80.00' CIVIL_DRAFT direction above, distance below DB 157.58' CIVIL_DRAFT direction above, distance below 1239 NE 2nd STREET 10+00 11+00 12+00 13+00 14+00 15+00 16+00 18+00 19+00 20+00 21+00 22+00 23+00 SOLID ACAD DSTYLE { 21 ' m } ASPHALT DR GRAVEL DR ASPHALT DR ACAD DSTYLE { 21 ' m } STA 13+60, 3.5' RT EXISTING SSMH-48" RIM EL = 484.40' INV EL = 473.60'-8" IN (E) INV EL = 473.50'-8" OUT (W) ACAD DSTYLE { 21 ' m } STA 14+55, 3.5' RT EX SSMH-48" (S - 3732) RIM EL = 389.50' INV EL = 8" EX W STA15+94, 3.5' RT EX SSMH-48" (S - 3732) RIM EL = 495.50' 495.64 INV EL = 487.00' 487.10'-8" OUT W INV EL = 487.10' 487.20'-8" IN E ACAD DSTYLE { 21 ' m } -9.7 OUT -9.6 IN WWP-2703817 S-37103 STA 17+60, 3.5 RT EX SSMH -48"-STANDARD RIM EL = 501.73' INV EL = 493.40'-8"%%C OUT W INV EL = 493.50'-8"%%C IN E ACAD DSTYLE { 21 ' m } SDI_PROFILE PFGL1 PFGL2 PFGL3 PFGL4 PFGR1 PFGR2 PFGR3 PFGR4 PBASE PFGL5 PFGL6 PFGL7 PFGL8 PFGR5 PFGR6 PFGR7 PFGR8 PROF_NAME 2ndst TEXT_LAYER PEGCT VGRID_LAYER PVGRID EG_TEXT_LAYER PEGCT FG_TEXT_LAYER PFGCT CL_GND_LAYER PEGC L_GND_LAYER PEGL R_GND_LAYER PEGR F_GND_LAYER PFGC GRD_LAYER PGRID GRD_TXT_LAYER PGRIDT EG_PRECISION 1 FG_PRECISION 2 STA_INCR 50.00000000000000 TAN_LBL_INCR 50.00000000000000 VC_LBL_INCR 50.00000000000000 PRO_X 7058.506913481739 PRO_Y 4563.503812835334 DATUM 475.0000000000000 START_STA 1373.085889775058 END_STA 1798.041314810268 PROF_DIR LEFT EGL_TEXT_LAYER PEGLT EGR_TEXT_LAYER PEGRT L_DTC_LAYER PDGL R_DTC_LAYER PDGR 92LF 8" PVC 143LF 8" PVC 162LF 8" PVC S = 3.90% (S-3732) (S-3732) 30' 30 30' ELEV 495.65 POINT 205 DESC ssmh ELEV 505.56 POINT 206 DESC sss ELEV 506.69 POINT 207 DESC sss ANSI31 SSCO ELEV 495.65 POINT 218 DESC smn-8.4 ELEV 497.03 POINT 219 DESC sss ELEV 498.16 POINT 220 DESC sss ELEV 501.73 POINT 221 DESC smn-8.3 ELEV 495.88 POINT 1 DESC Start ELEV 467.99 POINT 2 DESC monincase ELEV 462.44 POINT 3 DESC monincase ELEV 458.60 POINT 4 DESC monincase ELEV 487.95 POINT 5 DESC cphub ELEV 487.97 POINT 6 DESC fence ELEV 489.97 POINT 7 DESC fence ELEV 491.46 POINT 8 DESC fence .7s apfenc ELEV 493.31 POINT 9 DESC fence .85s apfen ELEV 493.47 POINT 10 DESC fence ELEV 493.40 POINT 11 DESC cphub ELEV 492.35 POINT 12 DESC fence ELEV 487.72 POINT 13 DESC .7s fence tee so ELEV 494.70 POINT 14 DESC fence ELEV 496.51 POINT 15 DESC fence ELEV 504.86 POINT 16 DESC apbld ELEV 504.99 POINT 17 DESC bld ELEV 497.04 POINT 18 DESC apfence ELEV 442.22 POINT 19 DESC monincase ne1st ELEV 452.17 POINT 20 DESC monincase quincy ELEV 502.49 POINT 23 DESC ep ELEV 502.29 POINT 24 DESC ep ELEV 502.17 POINT 25 DESC driveway ELEV 502.02 POINT 26 DESC driveway ELEV 501.26 POINT 27 DESC driveway ELEV 500.99 POINT 28 DESC telebox ELEV 501.04 POINT 29 DESC driveway ELEV 500.95 POINT 30 DESC driveway ELEV 501.12 POINT 31 DESC ep drvway ELEV 500.87 POINT 32 DESC td ELEV 499.35 POINT 33 DESC cld ELEV 499.49 POINT 34 DESC toeditch ELEV 500.33 POINT 35 DESC ep ELEV 498.62 POINT 36 DESC toeditch ELEV 498.45 POINT 37 DESC toeditch ELEV 499.43 POINT 38 DESC topditch ELEV 499.42 POINT 39 DESC ep ELEV 497.72 POINT 40 DESC toeditch ELEV 497.51 POINT 41 DESC toeditch ELEV 498.42 POINT 42 DESC topditch ELEV 497.25 POINT 43 DESC up ELEV 497.73 POINT 44 DESC wv ELEV 497.61 POINT 45 DESC fh ELEV 497.21 POINT 46 DESC mb ELEV 497.57 POINT 47 DESC ep ELEV 496.03 POINT 48 DESC toeditch ELEV 495.86 POINT 49 DESC toeditch ELEV 497.37 POINT 50 DESC topditch ELEV 496.27 POINT 51 DESC ep ELEV 494.80 POINT 52 DESC toeditch ELEV 494.70 POINT 53 DESC toeditch ELEV 495.94 POINT 54 DESC topditch ELEV 496.26 POINT 55 DESC ugt ELEV 495.62 POINT 56 DESC telebox ELEV 494.13 POINT 57 DESC ie 8conc ELEV 495.00 POINT 58 DESC topditch ELEV 495.02 POINT 59 DESC topditch ELEV 495.40 POINT 60 DESC topditch ELEV 494.34 POINT 61 DESC ep ugt ELEV 494.60 POINT 62 DESC ep ELEV 494.44 POINT 63 DESC ep stormline ELEV 493.31 POINT 64 DESC ep ugt ELEV 493.46 POINT 65 DESC ep stormline ELEV 493.37 POINT 66 DESC ep ELEV 492.48 POINT 67 DESC gasline ELEV 491.21 POINT 68 DESC up ELEV 491.05 POINT 69 DESC irr valve ELEV 491.16 POINT 70 DESC 2mb ELEV 490.47 POINT 71 DESC top1.2rrtie ELEV 490.52 POINT 72 DESC aptop1.2rrtie ELEV 491.15 POINT 73 DESC aptop1.2rrtie ELEV 490.78 POINT 74 DESC wm ELEV 490.71 POINT 75 DESC wm ELEV 491.70 POINT 76 DESC wltee s ELEV 490.42 POINT 77 DESC wltee n ELEV 489.80 POINT 78 DESC gas tee n ELEV 489.23 POINT 79 DESC .7s drveway ELEV 489.25 POINT 80 DESC drveway ELEV 489.40 POINT 81 DESC gastee n ELEV 489.27 POINT 82 DESC driveway ELEV 487.71 POINT 83 DESC ie 8conc ELEV 484.49 POINT 84 DESC ssmh ELEV 484.17 POINT 85 DESC wltee s ELEV 485.31 POINT 86 DESC crown ELEV 485.58 POINT 87 DESC ep ELEV 489.69 POINT 88 DESC ep ELEV 489.73 POINT 89 DESC crown ELEV 494.22 POINT 90 DESC ep ELEV 494.06 POINT 91 DESC crown ELEV 493.93 POINT 92 DESC hub493.93 ELEV 495.60 POINT 93 DESC telebox ELEV 494.72 POINT 94 DESC up ELEV 496.28 POINT 95 DESC guywire ELEV 496.46 POINT 96 DESC gs ELEV 496.36 POINT 97 DESC gs ELEV 495.97 POINT 98 DESC gs ELEV 495.75 POINT 99 DESC gs ELEV 495.52 POINT 100 DESC gs ELEV 492.67 POINT 101 DESC gs ELEV 493.31 POINT 102 DESC gs ELEV 497.04 POINT 103 DESC ep ELEV 497.09 POINT 104 DESC crown ELEV 497.17 POINT 105 DESC wl ELEV 497.28 POINT 106 DESC grvdrv ELEV 498.10 POINT 107 DESC grvdrv ELEV 499.40 POINT 108 DESC grvdrv ELEV 498.46 POINT 109 DESC grvdrv ELEV 498.56 POINT 110 DESC ep wl n ELEV 499.18 POINT 111 DESC wm ELEV 500.03 POINT 112 DESC ep ELEV 500.22 POINT 113 DESC crown ELEV 500.19 POINT 114 DESC wirefence ELEV 500.43 POINT 115 DESC wirefence ELEV 501.77 POINT 116 DESC ep ELEV 502.07 POINT 117 DESC drvway ELEV 502.30 POINT 118 DESC drvway ELEV 502.43 POINT 119 DESC apdrvway ELEV 502.93 POINT 120 DESC crown ELEV 496.45 POINT 121 DESC 15dec ELEV 495.50 POINT 122 DESC 17dec ELEV 495.45 POINT 123 DESC 41dec ELEV 494.67 POINT 124 DESC 15dec ELEV 494.91 POINT 125 DESC 8dec ELEV 494.57 POINT 126 DESC 11dec ELEV 495.04 POINT 127 DESC 17dec 20dec ELEV 494.27 POINT 128 DESC 8dec ELEV 493.48 POINT 129 DESC gs ELEV 492.29 POINT 130 DESC gs ELEV 491.80 POINT 131 DESC gs ELEV 492.17 POINT 132 DESC gs ELEV 491.30 POINT 133 DESC gs ELEV 490.20 POINT 134 DESC gs ELEV 489.26 POINT 135 DESC 15fir ELEV 488.86 POINT 136 DESC 8fir ELEV 488.68 POINT 137 DESC 8fir ELEV 488.25 POINT 138 DESC 11fir ELEV 488.03 POINT 139 DESC cphub ELEV 469.60 POINT 140 DESC ssmh ELEV 467.94 POINT 141 DESC ssmh ELEV 489.73 POINT 142 DESC 11dec ELEV 489.13 POINT 143 DESC 17dec ELEV 490.53 POINT 144 DESC 21dec ELEV 491.61 POINT 145 DESC 20dec ELEV 491.73 POINT 146 DESC 3.2n 19cedar ELEV 492.04 POINT 147 DESC cphub ELEV 491.22 POINT 148 DESC 15dec ELEV 491.89 POINT 149 DESC 18dec ELEV 491.41 POINT 150 DESC 8dec ELEV 492.04 POINT 151 DESC 30dec ELEV 491.84 POINT 152 DESC 11dec ELEV 492.23 POINT 153 DESC 20dec ELEV 494.14 POINT 154 DESC 11dec ELEV 493.46 POINT 155 DESC cphub check ELEV 491.98 POINT 156 DESC 11cedar ELEV 492.35 POINT 157 DESC 29cedar ELEV 492.59 POINT 158 DESC 12fir ELEV 492.55 POINT 159 DESC 8fir ELEV 493.45 POINT 160 DESC 12fir ELEV 494.06 POINT 161 DESC 17fir ELEV 494.32 POINT 162 DESC 11dec ELEV 494.31 POINT 163 DESC 10dec ELEV 494.94 POINT 164 DESC 2-8dec ELEV 495.42 POINT 165 DESC 31cedar ELEV 494.98 POINT 166 DESC 12dec ELEV 496.78 POINT 167 DESC 40cedar ELEV 494.40 POINT 168 DESC 22dec 11dec ELEV 495.47 POINT 169 DESC 16dec ELEV 494.16 POINT 170 DESC 12dec ELEV 494.26 POINT 171 DESC 13dec ELEV 495.00 POINT 172 DESC 5.3e 38cedar ELEV 493.47 POINT 173 DESC 14dec ELEV 492.95 POINT 174 DESC 23dec ELEV 493.15 POINT 175 DESC 14dec ELEV 493.69 POINT 176 DESC 16dec ELEV 492.68 POINT 177 DESC 18dec ELEV 492.36 POINT 178 DESC 8maple ELEV 492.46 POINT 179 DESC 50fir ELEV 491.95 POINT 180 DESC 28dec ELEV 492.31 POINT 181 DESC 9dec ELEV 491.57 POINT 182 DESC 25dec ELEV 491.88 POINT 183 DESC 37dec ELEV 491.38 POINT 184 DESC 11dec ELEV 492.12 POINT 185 DESC 8dec ELEV 492.52 POINT 186 DESC 9dec ELEV 493.46 POINT 187 DESC 12maple ELEV 493.77 POINT 188 DESC 11maple ELEV 494.20 POINT 189 DESC 4-8maple ELEV 495.33 POINT 190 DESC 1.5w 30cedar ELEV 494.59 POINT 191 DESC 34cedar ELEV 493.18 POINT 192 DESC 4.1w 9maple ELEV 494.24 POINT 193 DESC 11cedar ELEV 492.51 POINT 194 DESC 12cedar ELEV 497.83 POINT 195 DESC 11.5w 30cedar ELEV 0.00 POINT 196 DESC . ELEV 0.00 POINT 197 DESC . ELEV 0.00 POINT 198 DESC . ELEV 0.00 POINT 199 DESC . ELEV 0.00 POINT 200 DESC . ELEV 0.00 POINT 201 DESC . ELEV 489.50 POINT 204 DESC EX SSMH ELEV 515.13 POINT 222 DESC PKCP ELEV 509.12 POINT 223 DESC CPPK ELEV 509.10 POINT 224 DESC EP ELEV 508.59 POINT 225 DESC SIGN ELEV 509.20 POINT 226 DESC CROWN ELEV 508.45 POINT 227 DESC EPDRV ELEV 508.54 POINT 228 DESC EPDRV ELEV 508.40 POINT 229 DESC EPDRV ELEV 509.12 POINT 230 DESC EPDRV ELEV 509.30 POINT 231 DESC EPDRV ELEV 509.37 POINT 232 DESC EPDRV ELEV 509.29 POINT 233 DESC RRTIE ELEV 509.97 POINT 234 DESC APRRTIE ELEV 509.91 POINT 235 DESC 4MB ELEV 509.73 POINT 236 DESC UP ELEV 509.54 POINT 237 DESC END RRTIE ELEV 509.39 POINT 238 DESC 2WM ELEV 509.75 POINT 239 DESC WOOD FENCE ELEV 509.38 POINT 240 DESC WOOD FENCE ELEV 510.61 POINT 241 DESC EPDRV ELEV 510.42 POINT 242 DESC EPDRV ELEV 509.35 POINT 243 DESC EPDRV ELEV 509.42 POINT 244 DESC EPDRV ELEV 509.37 POINT 245 DESC 1.5ROCK ELEV 510.23 POINT 246 DESC 1ROCK ELEV 510.45 POINT 247 DESC .5BLOCKWALL ELEV 509.98 POINT 248 DESC EPDRV ELEV 510.75 POINT 249 DESC EPDRV ELEV 511.19 POINT 250 DESC EPDRV ELEV 511.44 POINT 251 DESC EPDRV ELEV 512.01 POINT 252 DESC CROWN ELEV 512.13 POINT 253 DESC EP ELEV 511.39 POINT 254 DESC .2BLOCKWALL ELEV 511.67 POINT 255 DESC .4BLOCKWALL ELEV 511.58 POINT 256 DESC WOODFENCE ELEV 511.39 POINT 257 DESC WOODFENCE ELEV 511.71 POINT 258 DESC 24CEDAR ELEV 511.68 POINT 259 DESC WM ELEV 511.97 POINT 260 DESC TELE BOX ELEV 511.57 POINT 261 DESC .3WOOD PLANTER ELEV 512.31 POINT 262 DESC WOODPLANTER ELEV 512.37 POINT 263 DESC 26CEDAR ELEV 513.40 POINT 264 DESC 30CEDAR ELEV 513.54 POINT 265 DESC END PLANTER ELEV 513.52 POINT 266 DESC CONC DRV ELEV 514.24 POINT 267 DESC CONC DRV EP ELEV 515.32 POINT 268 DESC CONC DRV EP ELEV 515.43 POINT 269 DESC EP ELEV 514.43 POINT 270 DESC CONCDRV ELEV 514.48 POINT 271 DESC 30CEDAR ELEV 514.82 POINT 272 DESC UP ELEV 514.55 POINT 273 DESC TOPDITCH ELEV 513.34 POINT 274 DESC IE12CMP ELEV 515.25 POINT 275 DESC TOPDITCH ELEV 515.30 POINT 276 DESC GUYWIRE ELEV 514.57 POINT 277 DESC CLD ELEV 516.38 POINT 278 DESC EP ELEV 515.21 POINT 279 DESC 2MB ELEV 514.71 POINT 280 DESC APFENCE ELEV 514.62 POINT 281 DESC FENCE ELEV 516.67 POINT 282 DESC FENCE ELEV 516.83 POINT 283 DESC TOPDITCH ELEV 516.06 POINT 284 DESC CLD ELEV 517.89 POINT 285 DESC EP ELEV 518.55 POINT 286 DESC CROWN ELEV 520.52 POINT 287 DESC CROWN ELEV 519.90 POINT 288 DESC EP ELEV 517.68 POINT 289 DESC CLD ELEV 518.86 POINT 290 DESC TOPDITCH ELEV 519.54 POINT 291 DESC FENCE ELEV 521.40 POINT 292 DESC FENCE ELEV 520.60 POINT 293 DESC TOPDITCH ELEV 519.17 POINT 294 DESC CLDITCH ELEV 521.27 POINT 295 DESC TOPDITCH ELEV 521.42 POINT 296 DESC EP ELEV 521.96 POINT 297 DESC CROWN ELEV 521.59 POINT 298 DESC APFENCE APBRICK ELEV 521.68 POINT 299 DESC APBRICK 4'FENCE ELEV 522.07 POINT 300 DESC 4'FENCE ELEV 521.96 POINT 301 DESC FH ELEV 522.13 POINT 302 DESC WV ELEV 521.76 POINT 303 DESC BOLLARD ELEV 522.06 POINT 304 DESC BOLLARD ELEV 522.29 POINT 305 DESC TOPDITCH ELEV 520.75 POINT 306 DESC CLD ELEV 522.60 POINT 307 DESC EP ELEV 522.97 POINT 308 DESC CROWN ELEV 523.09 POINT 309 DESC EP ELEV 521.83 POINT 310 DESC CLD ELEV 522.47 POINT 311 DESC ENDFENCE APBRICK ELEV 522.53 POINT 312 DESC ENDFENCE APBRICK ELEV 522.65 POINT 313 DESC APBRICK ELEV 522.89 POINT 314 DESC TELEBOX ELEV 522.76 POINT 315 DESC EP ELEV 523.14 POINT 316 DESC 2MB ELEV 523.13 POINT 317 DESC EP ELEV 523.81 POINT 318 DESC UP ELEV 523.16 POINT 319 DESC EP ELEV 523.06 POINT 320 DESC EP ELEV 523.20 POINT 321 DESC EP ELEV 522.90 POINT 322 DESC SIGN ELEV 523.76 POINT 323 DESC EP ELEV 523.38 POINT 324 DESC EP ELEV 522.75 POINT 325 DESC EP ELEV 522.45 POINT 326 DESC GS ELEV 521.87 POINT 327 DESC EP ELEV 521.06 POINT 328 DESC GS ELEV 521.07 POINT 329 DESC GS ELEV 520.13 POINT 330 DESC EP ELEV 519.53 POINT 331 DESC GS ELEV 519.73 POINT 332 DESC CPPK ELEV 517.38 POINT 333 DESC EP ELEV 517.11 POINT 334 DESC GRVDRV ELEV 516.34 POINT 335 DESC GRVDRV ELEV 516.21 POINT 336 DESC GRVDRV ELEV 516.46 POINT 337 DESC GRVDRV ELEV 516.85 POINT 338 DESC GRVDRV APCONCDRV ELEV 516.44 POINT 339 DESC GRVDRV APCONCDRV ELEV 515.94 POINT 340 DESC GRVDRV ELEV 515.65 POINT 341 DESC GRVDRV ELEV 515.41 POINT 342 DESC GRVDRV ELEV 515.42 POINT 343 DESC EP ELEV 516.69 POINT 344 DESC CENTLINK BOX ELEV 518.91 POINT 345 DESC CPHUB ELEV 515.62 POINT 346 DESC GS ELEV 514.45 POINT 347 DESC GS ELEV 514.15 POINT 348 DESC 28DEC ELEV 514.24 POINT 349 DESC EP ELEV 514.06 POINT 350 DESC 6N -.5 12DEC ELEV 513.91 POINT 351 DESC EP ELEV 513.54 POINT 352 DESC SIGN ELEV 513.37 POINT 353 DESC EP ELEV 513.19 POINT 354 DESC GS ELEV 513.10 POINT 355 DESC EP GRVDRV ELEV 512.54 POINT 356 DESC GRVDRV ELEV 512.53 POINT 357 DESC GRVDRV ELEV 512.06 POINT 358 DESC GRVDRV ELEV 511.75 POINT 359 DESC GRVDRV ELEV 511.50 POINT 360 DESC GRVDRV ELEV 510.42 POINT 361 DESC 17CEDAR ELEV 510.50 POINT 362 DESC 10 ELEV 510.10 POINT 363 DESC EP ELEV 509.46 POINT 364 DESC EP ELEV 509.77 POINT 365 DESC EPWL NORTH ELEV 509.30 POINT 366 DESC GS ELEV 508.46 POINT 367 DESC GS ELEV 508.62 POINT 368 DESC GS ELEV 508.45 POINT 369 DESC EP ELEV 508.41 POINT 370 DESC CROWN ELEV 507.44 POINT 371 DESC GS ELEV 507.30 POINT 372 DESC EP ELEV 507.33 POINT 373 DESC CROWN ELEV 506.99 POINT 374 DESC EP ELEV 506.82 POINT 375 DESC CB ELEV 506.88 POINT 376 DESC GS ELEV 506.69 POINT 377 DESC TELEBOX ELEV 508.91 POINT 378 DESC 40CEDAR ELEV 508.05 POINT 379 DESC GS ELEV 508.43 POINT 380 DESC EP ELEV 508.53 POINT 381 DESC EP ELEV 508.47 POINT 382 DESC EP ELEV 507.26 POINT 383 DESC WL EASTWEST ELEV 506.91 POINT 384 DESC EP ELEV 506.54 POINT 385 DESC EP ELEV 506.01 POINT 386 DESC EP ELEV 505.37 POINT 387 DESC EP ELEV 505.93 POINT 388 DESC EP ELEV 506.06 POINT 389 DESC .25 PAVECURB.8WIDE ELEV 505.90 POINT 390 DESC .25 PAVECURB.8WIDE ELEV 505.84 POINT 391 DESC .25 PAVECURB.8WIDE ELEV 505.69 POINT 392 DESC .25 PAVECURB.8WIDE ELEV 505.92 POINT 393 DESC GL EASTWEST ELEV 505.79 POINT 394 DESC RRTIE ELEV 504.87 POINT 395 DESC RRTIE ELEV 504.32 POINT 396 DESC RRTIE ELEV 503.88 POINT 397 DESC UP ELEV 503.49 POINT 398 DESC 2WM ELEV 503.90 POINT 399 DESC MB ELEV 504.24 POINT 400 DESC CURB ELEV 503.93 POINT 401 DESC 2MB ELEV 503.84 POINT 402 DESC MB ELEV 503.92 POINT 403 DESC CURB ELEV 503.41 POINT 404 DESC GAS TEE NORTH ELEV 502.59 POINT 405 DESC GS ELEV 501.39 POINT 406 DESC GS ELEV 502.80 POINT 407 DESC GS ELEV 504.19 POINT 408 DESC WLTEE S ELEV 503.69 POINT 409 DESC WLTEE N ELEV 502.45 POINT 410 DESC WL ELEV 502.33 POINT 411 DESC END CURB ELEV 502.21 POINT 412 DESC EPDRV ELEV 501.81 POINT 413 DESC EPDRV ELEV 501.06 POINT 414 DESC EPDRV ELEV 500.70 POINT 415 DESC EPDRV ELEV 500.92 POINT 416 DESC TELEBOX ELEV 501.05 POINT 417 DESC EP ELEV 501.23 POINT 418 DESC EP ELEV 501.22 POINT 419 DESC 10OS PROPCOR ELEV 500.78 POINT 420 DESC TD ELEV 500.82 POINT 421 DESC TD ELEV 501.03 POINT 422 DESC TD ELEV 500.85 POINT 423 DESC TD ELEV 500.69 POINT 424 DESC TD ELEV 500.33 POINT 425 DESC TD ELEV 499.35 POINT 426 DESC IE14METAL ELEV 499.52 POINT 427 DESC IE14CONC ELEV 500.90 POINT 428 DESC EP ELEV 500.81 POINT 429 DESC EP ELEV 500.03 POINT 430 DESC APEP APCONC ELEV 499.48 POINT 431 DESC APEP APCONC ELEV 499.83 POINT 432 DESC EP ELEV 499.87 POINT 433 DESC EP ELEV 499.78 POINT 434 DESC EP ELEV 500.08 POINT 435 DESC CROWN ELEV 486.56 POINT 436 DESC REBAR ELEV 501.78 POINT 437 DESC SSMH ELEV 501.63 POINT 438 DESC EP ELEV 500.96 POINT 439 DESC GS3N RRTIE ELEV 500.12 POINT 440 DESC GS 2.5N RRTIE ELEV 500.24 POINT 441 DESC 1.5ROCK ELEV 500.30 POINT 442 DESC 1.5ROCK ELEV 502.57 POINT 443 DESC EP ELEV 502.08 POINT 444 DESC 4.7N APRRTIE ELEV 502.22 POINT 445 DESC EPDRV ELEV 502.49 POINT 446 DESC EPDRV 2.5N WPLANTER ELEV 503.29 POINT 447 DESC EP ELEV 503.42 POINT 448 DESC EPGAS ELEV 503.91 POINT 449 DESC EPWL ELEV 504.07 POINT 450 DESC GS ELEV 505.00 POINT 451 DESC TOP ELEV 505.23 POINT 452 DESC TOP ELEV 502.98 POINT 453 DESC TOE ELEV 502.71 POINT 454 DESC TOE ELEV 503.53 POINT 455 DESC TOP ELEV 504.54 POINT 456 DESC GRVDRV ELEV 505.01 POINT 457 DESC GRVDRV ELEV 506.11 POINT 458 DESC GRVDRV ELEV 506.49 POINT 459 DESC GRVDRV ELEV 505.68 POINT 460 DESC GRVDRV ELEV 505.55 POINT 461 DESC GRVDRV ELEV 506.02 POINT 462 DESC .2CONC ELEV 505.84 POINT 463 DESC AP.2CONC ELEV 505.98 POINT 464 DESC .2CONC ELEV 506.73 POINT 465 DESC .2CONC ELEV 507.15 POINT 466 DESC END.2CONC ELEV 522.98 POINT 467 DESC CPPK ELEV 517.40 POINT 468 DESC CONCDRV ELEV 516.75 POINT 469 DESC APCONCDRV ELEV 517.15 POINT 470 DESC APCONCDRV ELEV 515.96 POINT 471 DESC 20CEDAR ELEV 516.48 POINT 472 DESC 8CEDAR ELEV 517.52 POINT 473 DESC APCONCDRV ELEV 518.06 POINT 474 DESC APCONCDRV ELEV 518.47 POINT 475 DESC CONCDRV ELEV 519.31 POINT 476 DESC CONCDRV ELEV 519.23 POINT 477 DESC CONCDRV ELEV 519.32 POINT 478 DESC CONCDRV ELEV 519.32 POINT 479 DESC CONCDRV ELEV 519.32 POINT 480 DESC APCONCDRV ELEV 518.94 POINT 481 DESC APCONCDRV ELEV 518.24 POINT 482 DESC APCONC ELEV 517.36 POINT 483 DESC CONCDRV ELEV 516.95 POINT 484 DESC GS ELEV 517.08 POINT 485 DESC 24DEC ELEV 517.28 POINT 486 DESC 8DEC ELEV 517.71 POINT 487 DESC 12DEC ELEV 519.91 POINT 488 DESC 9DEC20DEC ELEV 521.62 POINT 489 DESC 15MAP ELEV 522.32 POINT 490 DESC 18MAP ELEV 521.42 POINT 491 DESC SPLIT 8MAP ELEV 523.37 POINT 492 DESC 14M18M ELEV 522.27 POINT 493 DESC GS ELEV 523.58 POINT 494 DESC GS ELEV 523.22 POINT 495 DESC GS ELEV 522.24 POINT 496 DESC GS ELEV 521.27 POINT 497 DESC GS ELEV 520.97 POINT 498 DESC GS ELEV 522.25 POINT 499 DESC GS ELEV 522.76 POINT 500 DESC GS ELEV 523.03 POINT 501 DESC EP ELEV 523.77 POINT 502 DESC EP ELEV 523.39 POINT 503 DESC GS ELEV 523.13 POINT 504 DESC GS ELEV 523.65 POINT 505 DESC GS ELEV 523.83 POINT 506 DESC GS ELEV 524.70 POINT 507 DESC GS ELEV 524.67 POINT 508 DESC APEP ELEV 525.53 POINT 509 DESC EP ELEV 524.47 POINT 510 DESC GS ELEV 524.22 POINT 511 DESC GS ELEV 524.74 POINT 512 DESC WM ELEV 525.01 POINT 513 DESC GS ELEV 525.20 POINT 514 DESC GS ELEV 526.19 POINT 515 DESC EP ELEV 526.13 POINT 516 DESC MB ELEV 526.16 POINT 517 DESC UP ELEV 526.44 POINT 518 DESC EP ELEV 526.19 POINT 519 DESC 2MB ELEV 525.36 POINT 520 DESC GS ELEV 525.85 POINT 521 DESC GS ELEV 527.05 POINT 522 DESC CPPK ELEV 527.18 POINT 523 DESC EP ELEV 525.61 POINT 524 DESC CLD ELEV 527.81 POINT 525 DESC TD EP ELEV 527.24 POINT 526 DESC TD ELEV 527.10 POINT 527 DESC TD ELEV 525.46 POINT 528 DESC CLD ELEV 527.53 POINT 529 DESC TD EP ELEV 526.78 POINT 530 DESC TD ELEV 527.06 POINT 531 DESC TD ELEV 527.24 POINT 532 DESC TD EP ELEV 525.40 POINT 533 DESC IE12CONC ELEV 527.14 POINT 534 DESC EP ELEV 527.14 POINT 535 DESC EP ELEV 526.79 POINT 536 DESC EP ELEV 526.72 POINT 537 DESC APEP ELEV 526.82 POINT 538 DESC EP ELEV 526.93 POINT 539 DESC EP ELEV 526.92 POINT 540 DESC TD EP ELEV 524.86 POINT 541 DESC IE12CONC ELEV 526.27 POINT 542 DESC TD ELEV 525.91 POINT 543 DESC TD ELEV 524.58 POINT 544 DESC CLD ELEV 525.87 POINT 545 DESC TD ELEV 526.74 POINT 546 DESC TD EP ELEV 526.51 POINT 547 DESC TD EP ELEV 524.33 POINT 548 DESC IE12CONC ELEV 525.86 POINT 549 DESC TD ELEV 525.93 POINT 550 DESC TD ELEV 526.40 POINT 551 DESC TD ELEV 526.43 POINT 552 DESC EP ELEV 526.15 POINT 553 DESC GRVDRV ELEV 526.10 POINT 554 DESC GRVDRV ELEV 526.08 POINT 555 DESC GRVDRV ELEV 525.83 POINT 556 DESC GRVDRV ELEV 525.79 POINT 557 DESC GRVDRV ELEV 525.86 POINT 558 DESC GRVDRV EP ELEV 525.54 POINT 559 DESC TD ELEV 525.75 POINT 560 DESC EP TD ELEV 522.86 POINT 561 DESC CLD ELEV 523.29 POINT 562 DESC IE12CONC ELEV 522.45 POINT 563 DESC CLD3E+2 TD ELEV 522.03 POINT 564 DESC CLD3E+2 TD ELEV 521.42 POINT 565 DESC CLD3E+2 TD ELEV 520.90 POINT 566 DESC CLD ELEV 522.48 POINT 567 DESC TD ELEV 520.68 POINT 568 DESC CLD ELEV 523.49 POINT 569 DESC EP TD ELEV 524.54 POINT 570 DESC EP TD ELEV 524.37 POINT 571 DESC CL 3WV ELEV 525.78 POINT 572 DESC 4FENCE ELEV 525.80 POINT 573 DESC GS ELEV 525.69 POINT 574 DESC 4.5FENCE ELEV 525.95 POINT 575 DESC 4.5FENCE ELEV 526.07 POINT 576 DESC 4.7BRICK WALL ELEV 526.58 POINT 577 DESC 4.7BRICK WALL ELEV 526.56 POINT 578 DESC 4.7BRICK WALL ELEV 526.75 POINT 579 DESC BRICK PLANTER ELEV 526.72 POINT 580 DESC BRICK PLANTER ELEV 526.74 POINT 581 DESC BRICK PLANTER ELEV 526.87 POINT 582 DESC BRICK PLANTER ELEV 526.50 POINT 583 DESC GS ELEV 526.48 POINT 584 DESC GS ELEV 527.18 POINT 585 DESC EP ELEV 526.20 POINT 586 DESC WM ELEV 527.00 POINT 587 DESC EP ELEV 526.74 POINT 588 DESC EP ELEV 526.53 POINT 589 DESC LP ELEV 526.39 POINT 590 DESC EP ELEV 526.37 POINT 591 DESC EP ELEV 527.16 POINT 592 DESC EP ELEV 533.11 POINT 593 DESC APBLD ELEV 534.41 POINT 594 DESC APBLD ELEV 531.03 POINT 595 DESC AP GARAGE ELEV 524.93 POINT 596 DESC FENCE ELEV 524.95 POINT 597 DESC FENCE ELEV 525.65 POINT 598 DESC FENCE ELEV 525.77 POINT 599 DESC FENCE ELEV 524.76 POINT 600 DESC CENTER MONCASE TL# 142305-9073 TL# 1423059092 CIVIL_DRAFT direction above, distance below CD ELEV 524.03 POINT 209 DESC TD ELEV 523.42 POINT 210 DESC TD ELEV 524.45 POINT 211 DESC TD ELEV 524.86 POINT 212 DESC TD SIZE_1 MATERIAL NOTE_1 SIZE_1 MATERIAL NOTE_1 SIZE_1 MATERIAL NOTE_1 SIZE_1 MATERIAL NOTE_1 SIZE_1 MATERIAL NOTE_1 SIZE_1 MATERIAL NOTE_1 SIZE_1 MATERIAL NOTE_1 SIZE_1 MATERIAL NOTE_1 SIZE_1 MATERIAL NOTE_1 SIZE_1 MATERIAL NOTE_1 BE RE CB_ID TYPE SIZE NOTE_1 DCA_FIGURE_XENT CIVIL_DRAFT direction above, distance below 3B41 3B42 3B43 0 0 CIVIL_DRAFT direction above, distance below CD N00°29'11"E CIVIL_DRAFT direction above, distance below CD 1320.21' DCA_FIGURE_XENT DCA_FIGURE_XENT CIVIL_DRAFT direction above, distance below 3B41 3B42 3B43 0 0 CIVIL_DRAFT direction above, distance below B3D4 B3D5 B3D6 0 0 CIVIL_DRAFT stacked above - radius, length, tan, delta 40F5 0 0 0 0 CIVIL_DRAFT direction above, distance below B3DD B3DE B3DF 0 0 CIVIL_DRAFT direction above, distance below B3D7 B3D8 B3D9 0 0 CIVIL_DRAFT direction above, distance below B3DA B3DB B3DC 0 0 CIVIL_DRAFT direction above, distance below 40AF 78.76' CIVIL_DRAFT direction above, distance below 40AF S00°29'11"W CIVIL_DRAFT direction above, distance below 40B6 40B7 40B8 0 0 TL#142305-9116 TL# 142305-9093 CIVIL_DRAFT direction above, distance below 40B1 SE 132nd STREET 156th AVE SE 4' HIGH WOOD FENCE EX HOUSE 18" MAPLE 14"MAPLE 18"MAPLE 15"MAPLE 18"MAPLE 20" COT 12"COT 8"COT 24"COT SIZE_1 MATERIAL NOTE_1 ELEV 524.29 POINT 213 DESC G GARVEL DR CONCRETE DR 30.00' 30.00' 30.00' 30.00' CIVIL_DRAFT direction above, distance below 3B41 3B42 3B43 0 0 CIVIL_DRAFT direction above, distance below 409E 409F 3B43 0 0 CIVIL_DRAFT direction above, distance below 40AF (S00°28'50"W DEED) 276LF 8" PVC S = 4.00% 262LF 8" PVC S = 4.00% CIVIL_DRAFT direction above, distance below 3B41 3B42 3B43 0 0 CIVIL_DRAFT direction above, distance below 3B41 3B42 3B43 0 0 CIVIL_DRAFT direction above, distance below 40B9 40BA 40BB 0 0 CIVIL_DRAFT direction above, distance below 40B9 40BA 40BB 0 0 TL# 366450-0201 TL# 366450-0200 TL# 366450-0205 TL# 366450-0185 TL# 366450-0184 TL# 366450-0181 511 8" PVC S = 1.50% 1.40% 156th AVE SE SDI_PROFILE PFGL1 PFGL2 PFGL3 PFGL4 PFGR1 PFGR2 PFGR3 PFGR4 PBASE PFGL5 PFGL6 PFGL7 PFGL8 PFGR5 PFGR6 PFGR7 PFGR8 PROF_NAME cl TEXT_LAYER PEGCT VGRID_LAYER PVGRID EG_TEXT_LAYER PEGCT FG_TEXT_LAYER PFGCT CL_GND_LAYER PEGC L_GND_LAYER PEGL R_GND_LAYER PEGR F_GND_LAYER PFGC GRD_LAYER PGRID GRD_TXT_LAYER PGRIDT EG_PRECISION 1 FG_PRECISION 2 STA_INCR 50.00000000000000 TAN_LBL_INCR 50.00000000000000 VC_LBL_INCR 50.00000000000000 PRO_X 7792.837568819374 PRO_Y 4235.099455681369 DATUM 435.0000000000000 START_STA 1000.000000000000 END_STA 2309.329725654650 PROF_DIR LEFT EGL_TEXT_LAYER PEGLT EGR_TEXT_LAYER PEGRT L_DTC_LAYER PDGL R_DTC_LAYER PDGR SDI_PROFILE PFGL1 PFGL2 PFGL3 PFGL4 PFGR1 PFGR2 PFGR3 PFGR4 PBASE PFGL5 PFGL6 PFGL7 PFGL8 PFGR5 PFGR6 PFGR7 PFGR8 PROF_NAME cl TEXT_LAYER PEGCT VGRID_LAYER PVGRID EG_TEXT_LAYER PEGCT FG_TEXT_LAYER PFGCT CL_GND_LAYER PEGC L_GND_LAYER PEGL R_GND_LAYER PEGR F_GND_LAYER PFGC GRD_LAYER PGRID GRD_TXT_LAYER PGRIDT EG_PRECISION 1 FG_PRECISION 2 STA_INCR 50.00000000000000 TAN_LBL_INCR 50.00000000000000 VC_LBL_INCR 50.00000000000000 PRO_X 8002.807568118955 PRO_Y 4205.071046502129 DATUM 454.9999999999999 START_STA 1000.000000000000 END_STA 2309.329725654650 PROF_DIR LEFT EGL_TEXT_LAYER PEGLT EGR_TEXT_LAYER PEGRT L_DTC_LAYER PDGL R_DTC_LAYER PDGR ELEV 530.50 POINT 605 DESC G SDI_PROFILE PFGL1 PFGL2 PFGL3 PFGL4 PFGR1 PFGR2 PFGR3 PFGR4 PBASE PFGL5 PFGL6 PFGL7 PFGL8 PFGR5 PFGR6 PFGR7 PFGR8 PROF_NAME 156th TEXT_LAYER PEGCT VGRID_LAYER PVGRID EG_TEXT_LAYER PEGCT FG_TEXT_LAYER PFGCT CL_GND_LAYER PEGC L_GND_LAYER PEGL R_GND_LAYER PEGR F_GND_LAYER PFGC GRD_LAYER PGRID GRD_TXT_LAYER PGRIDT EG_PRECISION 1 FG_PRECISION 2 STA_INCR 50.00000000000000 TAN_LBL_INCR 50.00000000000000 VC_LBL_INCR 50.00000000000000 PRO_X 8017.712231704170 PRO_Y 4818.436089801750 DATUM 510.0000000000000 START_STA 2065.930387835293 END_STA 2794.853026749802 PROF_DIR LEFT EGL_TEXT_LAYER PEGLT EGR_TEXT_LAYER PEGRT L_DTC_LAYER PDGL R_DTC_LAYER PDGR STA 26+10 (156th AVE SE) 10.5.' LT PUBLIC PER STD. PLAN 400.1 SSMH #4-48" RIM EL = 535.60' 535.50' INV EL = 522.88' 522.38'-8" OUT S INV EL = 522.98' 522.48'-8" IN N (CR PERMIT # C16006872) STA 21+00 (156th AVE SE) 9.3 LT= STA 22+94 (NE 2nd STREET) 3.5 LT EXISTING SSMH -48" RIM EL = 524.00' INV EL = 515.12'-8"%%C OUT W INV EL = 515.22'-8"%%C IN N ACAD DSTYLE { 21 ' m } ACAD DSTYLE { 21 ' m } STA 20+32, 3.5 RT SSMH #1-48" RIM EL = 511.36' INV EL = 504.54'-8"%%C OUT W INV EL = 504.64'-8"%%C IN E 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 34+20.22 #WWP2703817 #S-371703 KING COUNTY R/W KING COUNTY R/W KING COUNTY R/W (NE 2nd STREET) KING COUNTY R/W KING COUNTY R/W ASPHALT DR ASPHALT DR ASPHALT DR GARVEL DR 30"CEDAR 30"CEDAR 30"CEDAR 30"CEDAR 12"MAPLE 28"MAPLE 40"CEDAR 10"CEDAR 17"CEDAR ASPHALT DR CIVIL_DRAFT direction above, distance below 40B1 SE 132nd STREET (NE 2nd STREET) ACAD DSTYLE { 21 ' m } SSCO #2 STA 17+68, 8"x6"TEE INV EL = 493.76'-8" 30LF 6"PVC S = 2.00% MIN. INV EL = 494.36'-6" ACAD DSTYLE { 21 ' m } SSCO #3 STA 18+47, 8"x6"TEE INV EL = 495.52'-8" 30LF 6"PVC S = 2.00% MIN. INV EL = 497.50'-6" ACAD DSTYLE { 21 ' m } SSCO #5 STA 19+24, 8"x6" TEE INV EL = 500.02'-8" 30LF 6"PVC S = 2.00% MIN. INV EL = 500.62'-6" ACAD DSTYLE { 21 ' m } SSCO #8 STA 20+85, 8"x6" TEE INV EL = 506.60'-8" 30LF 6"PVC S = 2.00% MIN. INV EL = 507.20'-6" ACAD DSTYLE { 21 ' m } SSCO #6 STA 20+05, 8"x6"TEE INV EL = 503.22'-8" 30LF 6"PVC S = 2.00% MIN. INV EL = 503.82'-6" ACAD DSTYLE { 21 ' m } SSCO #1 AND SSCO #1B STA 18+44 , 2 - 8"x6"TEE INV EL = 496.78'-8" 60LF 6"PVC S = 2.00% MIN. INV EL = 497.38'-6" ACAD DSTYLE { 21 ' m } SSCO #4 & SSCO #4A STA 19+45, 2-8"x6" TEE INV EL = 500.78.34'-8" 60LF 6"PVC S = 2.00% MIN. INV EL = 501.38'-6" ACAD DSTYLE { 21 ' m } SSCO #7 & SSCO #7A STA 20+66, 2-8"x6"TEE INV EL = 505.84'-8" 60LF 6"PVC S = 2.00% MIN. INV EL = 506.44'-6" SSCO #10 STA 21+62, 8"x6"TEE INV EL = 509.64'-8" 30LF 6"PVC S = 2.00% MIN. INV EL = 510.24'-6" ACAD DSTYLE { 21 ' m } SSCO# 9 STA 25+58, 8"x6"TEE INV EL = 509.44'-8" 30LF 6"PVC S = 2.00% MIN. INV EL = 510.04'-6" ACAD DSTYLE { 21 ' m } SOLID SOLID SOLID SOLID SOLID SOLID SOLID SOLID SOLID SOLID INTER SE 132nd ST (NE 2nd ST) &152nd AVE SE STA 10+00.00 DCA_FIGURE_XENT CIVIL_DRAFT direction above, distance below 3B41 3B42 3B43 0 0 DCA_FIGURE_XENT CIVIL_DRAFT direction above, distance below 3B41 3B42 3B43 0 0 ACAD DSTYLE { 21 ' m } N 1/4 CORNER SEC 23-24-05 CITY OF RENTON MON #2103 COPPER PLUG IN CONC IN CASE N=180828.789 E=1319243.764 EL=547.94' ACAD DSTYLE { 21 ' m } FOUND LEAD & TACK IN CONC MON IN CASE DNR REPORT MAY BE REQUIRED IF ANY REMOVAL OF ANY SURVEY MONUMENT LOCATED WITHIN THE RIGHT OF WAY KING COUNTY R/W TL#142305-9115 TL#142305-9114 CIVIL_DRAFT direction above, distance below 40B6 40B7 40B8 0 0 CIVIL_DRAFT direction above, distance below 40B6 40B7 40B8 0 0 CIVIL_DRAFT direction above, distance below 40B6 40B7 40B8 0 0 ACAD DSTYLE { 21 ' m } SSCO #1A STA 17+72 ,8"x6"TEE INV EL = 493.86'-8" 30LF 6"PVC S = 2.00% MIN. INV EL = 494.46'-6" SOLID TL#142305-9079 TL#144260-0100 TL#144260-0110 TL#144260-0120 TL#144260-0130 TL# 142305-9100 SOLID SOLID SOLID ELEV 0.00 POINT 606 DESC PROP ELEV 0.00 POINT 607 DESC PROP ELEV 0.00 POINT 608 DESC PROP ELEV 0.00 POINT 609 DESC PROP ELEV 530.50 POINT 610 DESC PROP ELEV 0.00 POINT 611 DESC PROP ELEV 516.62 POINT 612 DESC PT608 ELEV 524.28 POINT 613 DESC PT609 ELEV 525.39 POINT 614 DESC PT606 ELEV 524.81 POINT 615 DESC PT610 ELEV 524.16 POINT 616 DESC 1os cor ACAD DSTYLE { 21 ' m } SET LEAD & TACK AT BASE OF CONC WALL (5/17) ELEV 526.96 POINT 617 DESC ep ELEV 526.41 POINT 618 DESC ep ELEV 526.36 POINT 619 DESC ep ELEV 527.19 POINT 620 DESC ep ELEV 526.66 POINT 621 DESC gs ELEV 528.64 POINT 622 DESC ep ELEV 526.89 POINT 623 DESC gs ELEV 528.45 POINT 624 DESC td ELEV 527.30 POINT 625 DESC TOE ELEV 528.28 POINT 626 DESC ep ELEV 528.06 POINT 627 DESC td ELEV 527.05 POINT 628 DESC TOE ELEV 526.74 POINT 629 DESC gs ELEV 528.18 POINT 630 DESC ep ELEV 527.99 POINT 631 DESC td ELEV 526.67 POINT 632 DESC TOE ELEV 526.47 POINT 633 DESC gs ELEV 528.40 POINT 634 DESC mb ELEV 528.95 POINT 635 DESC ep ELEV 528.79 POINT 636 DESC td ELEV 527.84 POINT 637 DESC TOE ELEV 527.49 POINT 638 DESC gs ELEV 530.05 POINT 639 DESC ep ELEV 529.78 POINT 640 DESC gs ELEV 529.03 POINT 641 DESC gs ELEV 531.47 POINT 642 DESC ep ELEV 531.40 POINT 643 DESC gs ELEV 530.58 POINT 644 DESC gs ELEV 532.23 POINT 645 DESC TELE BOX ELEV 532.49 POINT 646 DESC up ELEV 533.11 POINT 647 DESC ep ELEV 532.78 POINT 648 DESC gs ELEV 534.33 POINT 649 DESC ep ELEV 533.62 POINT 650 DESC gs ELEV 535.34 POINT 651 DESC ep ELEV 534.32 POINT 652 DESC gs ELEV 535.36 POINT 653 DESC cp tac ELEV 535.90 POINT 654 DESC ssign ELEV 536.34 POINT 655 DESC ep ELEV 536.15 POINT 656 DESC mb ELEV 535.67 POINT 657 DESC td ELEV 534.92 POINT 658 DESC cld 2.5 w +1 td ELEV 536.96 POINT 659 DESC ep ELEV 536.01 POINT 660 DESC td ELEV 534.54 POINT 661 DESC cld 4 w +2.5td ELEV 537.51 POINT 662 DESC crwn ELEV 537.01 POINT 663 DESC ep ELEV 536.93 POINT 664 DESC EP TD ELEV 534.76 POINT 665 DESC cld ELEV 536.26 POINT 666 DESC td ELEV 536.51 POINT 667 DESC CONC DRV ELEV 536.62 POINT 668 DESC ap conc ELEV 536.73 POINT 669 DESC td ELEV 537.01 POINT 670 DESC ap conc ELEV 536.89 POINT 671 DESC CONC DRV ELEV 535.19 POINT 672 DESC ie 12 conc ELEV 537.02 POINT 673 DESC ep ELEV 536.51 POINT 674 DESC CONC DRV ELEV 536.46 POINT 675 DESC CONC DRV ELEV 535.88 POINT 676 DESC CONC DRV ELEV 535.72 POINT 677 DESC ap conc ELEV 535.73 POINT 678 DESC wm ELEV 535.79 POINT 679 DESC ap conc ELEV 535.56 POINT 680 DESC ap conc ELEV 535.19 POINT 681 DESC ap conc ELEV 535.30 POINT 682 DESC CONC DRV ELEV 535.78 POINT 683 DESC td ELEV 533.59 POINT 684 DESC ie 12 conc ELEV 536.55 POINT 685 DESC TD EP ELEV 536.85 POINT 686 DESC TD EP ELEV 534.44 POINT 687 DESC cld ELEV 534.16 POINT 688 DESC cld ELEV 535.53 POINT 689 DESC td ELEV 535.99 POINT 690 DESC td ELEV 536.56 POINT 691 DESC wl ELEV 536.87 POINT 692 DESC crwn ELEV 536.10 POINT 693 DESC ap ep ELEV 535.66 POINT 694 DESC ap ep ELEV 535.24 POINT 695 DESC td ELEV 532.87 POINT 696 DESC ie 12 conc ELEV 535.46 POINT 697 DESC EP TD ELEV 533.42 POINT 698 DESC cdl ELEV 533.13 POINT 699 DESC td ELEV 533.36 POINT 700 DESC td 12 e ap fence ELEV 531.57 POINT 701 DESC cld ELEV 533.21 POINT 703 DESC EP TD ELEV 532.51 POINT 704 DESC cld ELEV 534.88 POINT 705 DESC TD EP ELEV 535.37 POINT 706 DESC TD EP ELEV 532.94 POINT 707 DESC cld ELEV 534.46 POINT 709 DESC td ELEV 534.14 POINT 710 DESC td ELEV 534.13 POINT 711 DESC td 12 e fence ELEV 532.14 POINT 712 DESC cld ELEV 534.52 POINT 713 DESC EP TD ELEV 534.84 POINT 714 DESC crwn ELEV 533.86 POINT 715 DESC EP TD ELEV 531.21 POINT 716 DESC cld ELEV 533.59 POINT 717 DESC td 2.5w +.5 ELEV 533.55 POINT 718 DESC 6w 28 fir ELEV 531.07 POINT 719 DESC cld ELEV 533.44 POINT 720 DESC EP TD ELEV 532.92 POINT 721 DESC td 7 w 36 d ELEV 533.82 POINT 722 DESC crwn ELEV 533.02 POINT 723 DESC EP TD ELEV 530.72 POINT 724 DESC cld ELEV 532.74 POINT 725 DESC td 12 w fence ELEV 530.04 POINT 726 DESC cld ELEV 531.74 POINT 727 DESC td 12 w fence ELEV 532.26 POINT 728 DESC EP TD ELEV 531.44 POINT 729 DESC EP TD ELEV 529.12 POINT 730 DESC cld ELEV 531.10 POINT 731 DESC td 12 w fence ELEV 531.71 POINT 732 DESC crwn ELEV 530.53 POINT 733 DESC TD EP ELEV 528.39 POINT 734 DESC cld ELEV 530.22 POINT 735 DESC td 13.5 w fence ELEV 529.79 POINT 736 DESC td ELEV 530.04 POINT 737 DESC fh ELEV 529.60 POINT 738 DESC td ELEV 529.32 POINT 739 DESC TD EP ELEV 527.90 POINT 740 DESC ie 12 pvc ELEV 530.11 POINT 741 DESC wv ELEV 529.60 POINT 742 DESC td ELEV 529.50 POINT 743 DESC td ELEV 529.36 POINT 744 DESC td ELEV 529.32 POINT 745 DESC td ELEV 529.50 POINT 746 DESC td ELEV 529.74 POINT 747 DESC td ELEV 529.74 POINT 748 DESC TD EP ELEV 529.68 POINT 749 DESC td 12 e ap fence ELEV 529.68 POINT 750 DESC td ELEV 529.60 POINT 751 DESC td ELEV 527.68 POINT 752 DESC ie 12 pvc ELEV 530.34 POINT 753 DESC ap fence ELEV 530.27 POINT 754 DESC fence t ELEV 530.03 POINT 755 DESC end fence ELEV 530.29 POINT 756 DESC 20 fir ELEV 529.52 POINT 757 DESC drv grv ELEV 529.53 POINT 758 DESC ep grv drv ELEV 527.41 POINT 759 DESC ie 12 conp ELEV 529.54 POINT 760 DESC edrv ELEV 529.65 POINT 761 DESC ap fence ELEV 529.57 POINT 762 DESC end fence hedge ELEV 528.58 POINT 763 DESC td ELEV 528.97 POINT 764 DESC td ep ELEV 528.38 POINT 765 DESC td ELEV 526.76 POINT 766 DESC ie 12 conp ELEV 529.59 POINT 767 DESC crwn ELEV 528.79 POINT 768 DESC EP TD ELEV 526.33 POINT 769 DESC cld ELEV 527.92 POINT 770 DESC td ELEV 527.92 POINT 771 DESC td ELEV 527.52 POINT 772 DESC ssign ELEV 526.28 POINT 773 DESC cld ELEV 528.30 POINT 774 DESC EP TD ELEV 528.70 POINT 775 DESC end hedge ELEV 528.74 POINT 776 DESC end hedge ELEV 528.73 POINT 777 DESC end hedge ELEV 528.58 POINT 778 DESC 2 w end fence ELEV 527.75 POINT 779 DESC td ELEV 525.90 POINT 780 DESC cld ELEV 528.06 POINT 781 DESC TD EP ELEV 527.89 POINT 782 DESC TD EP ELEV 525.81 POINT 783 DESC cld ELEV 527.47 POINT 784 DESC 9.5 w fence ELEV 527.58 POINT 785 DESC 8.2 n ap fence ELEV 527.57 POINT 786 DESC 7.6 n w fence ELEV 527.59 POINT 787 DESC w fence ELEV 527.19 POINT 788 DESC td ELEV 525.54 POINT 789 DESC cld ELEV 527.78 POINT 790 DESC EP TD ELEV 527.30 POINT 791 DESC TD EP ELEV 527.18 POINT 792 DESC TD EP ELEV 527.15 POINT 793 DESC EP TD ELEV 527.16 POINT 794 DESC ep ELEV 527.44 POINT 795 DESC end fence ELEV 527.10 POINT 796 DESC wm ELEV 526.68 POINT 797 DESC td ELEV 526.73 POINT 798 DESC td ELEV 525.48 POINT 799 DESC cld ELEV 525.38 POINT 800 DESC ie 12 conc ELEV 537.28 POINT 801 DESC ep ap ELEV 537.30 POINT 802 DESC ep ap ELEV 537.29 POINT 803 DESC ep ELEV 536.11 POINT 804 DESC td ELEV 536.08 POINT 805 DESC td ELEV 536.57 POINT 806 DESC td ELEV 535.04 POINT 807 DESC cld ELEV 536.73 POINT 808 DESC td ELEV 536.77 POINT 809 DESC td ELEV 536.95 POINT 810 DESC td ELEV 535.88 POINT 811 DESC cld ELEV 537.85 POINT 812 DESC ep ELEV 537.01 POINT 813 DESC td ELEV 535.95 POINT 814 DESC cld ELEV 536.78 POINT 815 DESC td ELEV 538.41 POINT 816 DESC ep ELEV 537.96 POINT 817 DESC td ELEV 536.58 POINT 818 DESC cld ELEV 538.38 POINT 819 DESC td ELEV 538.41 POINT 820 DESC up ELEV 538.64 POINT 821 DESC ssin ELEV 538.63 POINT 822 DESC ssign ELEV 538.61 POINT 823 DESC TELE BOX ELEV 538.75 POINT 824 DESC ep ELEV 538.72 POINT 825 DESC ep ELEV 538.74 POINT 826 DESC ep ELEV 538.75 POINT 827 DESC ep ELEV 538.78 POINT 828 DESC ep ELEV 538.94 POINT 829 DESC EP TD ELEV 538.95 POINT 830 DESC EP TD ELEV 539.09 POINT 831 DESC wm ELEV 539.36 POINT 832 DESC fh ELEV 539.26 POINT 833 DESC wv ELEV 535.94 POINT 834 DESC ie 12 conc ELEV 538.77 POINT 835 DESC td ELEV 537.51 POINT 836 DESC cld ELEV 538.53 POINT 837 DESC td ELEV 539.24 POINT 838 DESC crwn ELEV 538.28 POINT 839 DESC EP TD ELEV 536.47 POINT 840 DESC cld ELEV 537.54 POINT 841 DESC td ELEV 537.62 POINT 842 DESC gs ELEV 537.35 POINT 843 DESC gs ELEV 537.19 POINT 844 DESC td ELEV 536.23 POINT 845 DESC cld ELEV 538.50 POINT 846 DESC EP TD ELEV 537.84 POINT 847 DESC EP TD ELEV 535.68 POINT 848 DESC cld ELEV 536.58 POINT 849 DESC td ELEV 536.94 POINT 850 DESC gs ELEV 536.43 POINT 851 DESC td ELEV 537.01 POINT 852 DESC td ELEV 537.57 POINT 853 DESC EP TD ELEV 535.45 POINT 854 DESC ie 12 cmp ELEV 537.98 POINT 855 DESC crwn ELEV 537.18 POINT 856 DESC gs ELEV 536.86 POINT 857 DESC CONC DRV ELEV 536.79 POINT 858 DESC CONC DRV ELEV 536.67 POINT 859 DESC CONC DRV ELEV 536.28 POINT 860 DESC CONC DRV ELEV 536.08 POINT 861 DESC ap CONC DRV ELEV 524.76 POINT 21 DESC cltopmon ELEV 523.33 POINT 22 DESC gs ELEV 487.10 POINT 202 DESC EX SSMH ELEV 493.20 POINT 203 DESC SSMH ELEV 510.26 POINT 208 DESC ssmh SIZE_1 MATERIAL NOTE_1 SIZE_1 MATERIAL NOTE_1 SIZE_1 MATERIAL NOTE_1 SIZE_1 MATERIAL NOTE_1 ACAD DSTYLE { 21 ' m } INV EL = 535.45' 12" CMP ACAD DSTYLE { 21 ' m } INV EL = 535.19' 12' CONC ACAD DSTYLE { 21 ' m } INV EL = 533.59' 12" CONC ACAD DSTYLE { 21 ' m } INV EL = 532.87' 12" CONC ACAD DSTYLE { 21 ' m } INV EL = 527.41' 12" CONC ACAD DSTYLE { 21 ' m } INV EL = 526.76' 12" CONC ACAD DSTYLE { 21 ' m } INV EL = 525.38' 12" CONC ELEV 535.92 POINT 862 DESC td ELEV 537.04 POINT 863 DESC td ACAD DSTYLE { 21 ' m } INV EL = 524.86' 12" CONC ACAD DSTYLE { 21 ' m } INV EL = 524.33' 12" CONC ACAD DSTYLE { 21 ' m } INV EL = 523.29' 12" CONC CONCRETE DRIVEWAY DRIVEWAY CONCRETE DRIVEWAY GRAVEL DRIVEWAY CONCRETE ACAD DSTYLE { 21 ' m } TITLE XXX JOB S10 FILE SFBS ENGR XXX REVIEWED XXX SCALE SHOWN REVDATE SEP 11, 1996 PLOT 1 SHT1 XX SHT2 XX TITLE XXX JOB S10 FILE SMC ENGR XXX REVIEWED XXX SCALE SHOWN REVDATE SEP 12, 1996 PLOT 1 SHT1 XX SHT2 XX TITLE XXX JOB S10 FILE SWC ENGR XXX REVIEWED XXX SCALE SHOWN REVDATE SEP 12, 1996 PLOT 1 SHT1 XX SHT2 XX ELEV 0.00 POINT 864 DESC 19+00 ELEV 0.00 POINT 865 DESC 20+00 ELEV 0.00 POINT 866 DESC 21+00 ELEV 0.00 POINT 867 DESC 22+00 ELEV 0.00 POINT 868 DESC 23+00 ELEV 504.54 POINT 869 DESC SSMH #1 ELEV 515.12 POINT 870 DESC SSMH#2 ELEV 0.00 POINT 871 DESC 18+00 ELEV 0.00 POINT 872 DESC 17+68 R ELEV 0.00 POINT 873 DESC 17+72 L ELEV 0.00 POINT 874 DESC 18+44 L-2 ELEV 0.00 POINT 875 DESC 18+47 R ELEV 0.00 POINT 876 DESC 19+24 R ELEV 0.00 POINT 877 DESC 19+45 L-2 ELEV 0.00 POINT 878 DESC 20+05 R ELEV 0.00 POINT 879 DESC 20+66 L-2 ELEV 0.00 POINT 880 DESC 20+85 R ELEV 0.00 POINT 881 DESC 21+58 L ELEV 0.00 POINT 882 DESC 21+62 R ELEV 516.90 POINT 883 DESC Stakeout Line: 0+00 ELEV 516.58 POINT 884 DESC Stakeout Line: -0+0 ELEV 513.79 POINT 885 DESC Stakeout Line: -0+0 ELEV 512.83 POINT 886 DESC Stakeout Line: 0+00 ELEV 511.55 POINT 887 DESC Stakeout Line: -0+0 ELEV 511.29 POINT 888 DESC Stakeout Line: 0+00 ELEV 510.19 POINT 889 DESC Stakeout Line: 0+00 ELEV 508.22 POINT 890 DESC Stakeout Line: -0+0 ELEV 507.46 POINT 891 DESC Stakeout Line: -0+0 ELEV 504.81 POINT 892 DESC Stakeout Line: 0+04 ELEV 504.44 POINT 893 DESC Stakeout Line: 0+00 ELEV 502.01 POINT 894 DESC Stakeout Line: 0+00 ELEV 502.14 POINT 895 DESC Stakeout Line: -0+0 ELEV 510.97 POINT 896 DESC Stakeout Line: 0+00 ELEV 524.08 POINT 897 DESC PT870 ELEV 524.01 POINT 898 DESC 20os ssmh ACAD DSTYLE { 21 ' m } ACAD DSTYLE { 21 ' m } ACAD DSTYLE { 21 ' m } ACAD DSTYLE { 21 ' m } ACAD DSTYLE { 21 ' m } ACAD DSTYLE { 21 ' m } ACAD DSTYLE { 21 ' m } ACAD DSTYLE { 21 ' m } ACAD DSTYLE { 21 ' m } ACAD DSTYLE { 21 ' m } ACAD DSTYLE { 21 ' m } AVE_RENDER { Pref WCS } AVE_RENDER { Full Opt } AVE_RENDER { Quick Opt } AVE_RENDER { Scanl Opt } AVE_RENDER { Raytr Opt } AVE_RENDER { RFile Opt } AVE_RENDER { Fog Opt } AVE_RENDER { BG Opt } AVE_MATERIAL { *GLOBAL* 1 Global finish. { } { { { } { } { } } { { } { } { } } { { } { } { } } { { { { } { } } } } { { } { } } { { } { } } { { } { } } { { { } { } { } } } { { { { } { } } } { } } { { { { { } { } } } } { } } { } } { { } { } } { } } CIVIL_DRAFT direction above, distance below 1239 N88°10'50"W CIVIL_DRAFT direction above, distance below 1239 17.14' CIVIL_DRAFT direction above, distance below 1239 CIVIL_DRAFT direction above, distance below 123A N88°10'50"W CIVIL_DRAFT direction above, distance below 123A 80.00' CIVIL_DRAFT direction above, distance below 123A CIVIL_DRAFT direction above, distance below 123C S88°07'57"E CIVIL_DRAFT direction above, distance below 123C 80.00' CIVIL_DRAFT direction above, distance below 123C CIVIL_DRAFT direction above, distance below 123D S88°07'57"E CIVIL_DRAFT direction above, distance below 123D 80.00' CIVIL_DRAFT direction above, distance below 123D CIVIL_DRAFT direction above, distance below DA N01°49'10"E CIVIL_DRAFT direction above, distance below DA 157.65' CIVIL_DRAFT direction above, distance below DA CIVIL_DRAFT direction above, distance below DB N01°49'10"E CIVIL_DRAFT direction above, distance below DB 157.58' CIVIL_DRAFT direction above, distance below DB CIVIL_DRAFT direction above, distance below DC N01°49'10"E CIVIL_DRAFT direction above, distance below DC 157.51' CIVIL_DRAFT direction above, distance below DC CIVIL_DRAFT direction above, distance below 1287 N88°10'50"W CIVIL_DRAFT direction above, distance below 1287 402.90' CIVIL_DRAFT direction above, distance below 1287 SOLID 511F 8" PVC S = 1.50% 1.40% SDI_PROFILE PFGL1 PFGL2 PFGL3 PFGL4 PFGR1 PFGR2 PFGR3 PFGR4 PBASE PFGL5 PFGL6 PFGL7 PFGL8 PFGR5 PFGR6 PFGR7 PFGR8 PROF_NAME 156 TEXT_LAYER PEGCT VGRID_LAYER PVGRID EG_TEXT_LAYER PEGCT FG_TEXT_LAYER PFGCT CL_GND_LAYER PEGC L_GND_LAYER PEGL R_GND_LAYER PEGR F_GND_LAYER PFGC GRD_LAYER PGRID GRD_TXT_LAYER PGRIDT EG_PRECISION 1 FG_PRECISION 2 STA_INCR 50.00000000000000 TAN_LBL_INCR 50.00000000000000 VC_LBL_INCR 50.00000000000000 PRO_X 7875.084596912562 PRO_Y 6294.673418997208 DATUM 504.9999999999999 START_STA 2050.000000000000 END_STA 2777.731086901769 PROF_DIR LEFT EGL_TEXT_LAYER PEGLT EGR_TEXT_LAYER PEGRT L_DTC_LAYER PDGL R_DTC_LAYER PDGR 528 530 532 530 528 526 524 522 522 CYCLONE FENCE CYCLONE FENCE 534 536 538 538 536 534 532 CYCLONE FENCE TL#142305-9116 ACAD DSTYLE { 21 ' m } SOLID SOLID SSCO #2 STA 21+85, 8"x6"TEE INV EL = 516.50'-8" 36LF 6"PVC S = 2.00% MIN. INV EL = 517.21'-6" ACAD DSTYLE { 21 ' m } SOLID ACAD DSTYLE { 21 ' m } SSCO #1 STA 22+66, INV EL = 517.91' 517.53'-8" 36LF 6"PVC S = 2.00% MIN. INV EL = 518.63' 518.25'-6" SSCO #3 STA 25+91, INV EL = 522.10' 522.06'-8" 36LF 6"PVC S = 2.00% MIN. INV EL = 522.82' 522.78'-6" TL#142305-9071 TL#142305-9072 TL#142305-9095 TL# 366450-0165 RENTON KING COUNTY RENTON KING COUNTY 8"%%cPVC (S-3933) ANSI31 KING COUNTY RENTON CENTERLINE CROWN CENTERLINE CROWN CENTERLINE CROWN DCA_FIGURE_XENT CIVIL_DRAFT direction above, distance below 3B41 3B42 3B43 0 0 DCA_FIGURE_XENT CIVIL_DRAFT direction above, distance below 3B41 3B42 3B43 0 0 DCA_FIGURE_XENT CIVIL_DRAFT direction above, distance below 3B41 3B42 3B43 0 0 DCA_FIGURE_XENT CIVIL_DRAFT direction above, distance below 3B41 3B42 3B43 0 0 DCA_FIGURE_XENT CIVIL_DRAFT direction above, distance below 3B41 3B42 3B43 0 0 DCA_FIGURE_XENT CIVIL_DRAFT direction above, distance below 3B41 3B42 3B43 0 0 DCA_FIGURE_XENT CIVIL_DRAFT direction above, distance below 3B41 3B42 3B43 0 0 DCA_FIGURE_XENT DCA_FIGURE_XENT CIVIL_DRAFT direction above, distance below 3B41 3B42 3B43 0 0 DCA_FIGURE_XENT DCA_FIGURE_XENT CIVIL_DRAFT direction above, distance below 3B41 3B42 3B43 0 0 DCA_FIGURE_XENT CIVIL_DRAFT direction above, distance below 3B41 3B42 3B43 0 0 AR-CONC AR-CONC 156th AVE SE GAS LINE GAS LINE GAS LINE SSCO #2 STA 24+25, INV EL = 520.12' 519.78'-8" 36LF 6"PVC S = 1.00% MIN. INV EL = 520.84' 520.50'-6" SSCO #2 STA 24+25, INV EL = 520.12' 519.78'-8" 36LF 6"PVC S = 1.00% MIN. INV EL = 520.84' 520.50'-6" ELEV 0.00 POINT 917 DESC MON CIVIL_DRAFT direction above, distance below 40AB S00°29'11"W CIVIL_DRAFT direction above, distance below 40AB 42.98' CIVIL_DRAFT direction above, distance below 40AB CIVIL_DRAFT direction above, distance below 40AF S00°29'11"W CIVIL_DRAFT direction above, distance below 40AF 78.76' CIVIL_DRAFT direction above, distance below 40AF CIVIL_DRAFT direction above, distance below 40B1 N88°09'47"W CIVIL_DRAFT direction above, distance below 40B1 89.17' CIVIL_DRAFT direction above, distance below 40B1 CIVIL_DRAFT direction above, distance below 40AE N88°11'11"W CIVIL_DRAFT direction above, distance below 40AE 125.00' CIVIL_DRAFT direction above, distance below 40AE SDSK_POINT MON ADCADD_ZZ _ {T}{P}{R}{L}{M} leroy None L100 ' m SDSK_PMN 917006 ACAD MVIEW { { } } ACAD ACAD_MTEXT_COLUMN_INFO_BEGIN ACAD_MTEXT_COLUMN_INFO_END MTEXTBEGIN MTEXTEND ACAD ACAD_MTEXT_COLUMN_INFO_BEGIN ACAD_MTEXT_COLUMN_INFO_END MTEXTBEGIN MTEXTEND ELEV POINT DESC TITLE Drawing Title XXX JOB Job No. SXX FILE Filename XXX ENGR Engineer XXX REVIEWED Reviewed by XXX SCALE Scale SHOWN REVDATE Revision Date XXX PLOT Plot scale XX SHT1 Sheet No. XX SHT2 Number of Sheets XX NUMBER # # SOLID ID MH ID XX-## LOCATION Location Description XX NOTE1 NOTE 1 NOTE2 NOTE 2 DOWNPIPE Downstream Pipe CLEAN_IE_D1 Drop #1 Cleanout IE UPMH_D1 Drop #1 Upstream Manhole CLEAN_IE_D2 Drop #2 Cleanout IE UPMH_D2 Drop #2 Upstream Manhole CLEAN_IE_D3 Drop #3 Cleanout IE UPMH_D3 Drop #3 Upstream Manhole SOLID ID CO ID XX-## LOCATION Location Description XX NOTE1 NOTE 1 NOTE2 NOTE 2 DOWNPIPE Downstream Pipe SIZE_1 Size MATERIAL Material NOTE_1 Note: Line 1 ID MH ID XX-## LOCATION Location Description XX NOTE1 NOTE 1 NOTE2 NOTE 2 DOWNPIPE Downstream Pipe CLEAN_IE_D1 Drop #1 Cleanout IE UPMH_D1 Drop #1 Upstream Manhole CLEAN_IE_D2 Drop #2 Cleanout IE UPMH_D2 Drop #2 Upstream Manhole CLEAN_IE_D3 Drop #3 Cleanout IE UPMH_D3 Drop #3 Upstream Manhole ID CO ID XX-## LOCATION Location Description XX NOTE1 NOTE 1 NOTE2 NOTE 2 DOWNPIPE Downstream Pipe BE Bottom Elevation RE Rim Elevation CB_ID Catch Basin Identification Number TYPE Type SIZE Size NOTE_1 Note TITLE XXX JOB S10 FILE SDCP ENGR XXX REVIEWED XXX SCALE SHOWN REVDATE SEP 11, 1996 PLOT 1 SHT1 XX SHT2 XX BE Bottom Elevation RE Rim Elevation CB_ID Catch Basin Identification Number TYPE Type SIZE Size NOTE_1 Note SOLID BE Bottom Elevation RE Rim Elevation CB_ID Catch Basin Identification Number TYPE Type SIZE Size NOTE_1 Note SIZE_1 Size MATERIAL Material NOTE_1 Note: Line 1 THRUST_BLOCK Blocking (Y or N) Y SIZE_1 Size MATERIAL Material NOTE_1 Note: Line 1 THRUST_BLOCK Blocking (Y or N) N SIZE_1 Size MATERIAL Material NOTE_1 Note: Line 1 SIZE_1 Size MATERIAL Material NOTE_1 Note: Line 1 SIZE_1 Size NOTE_1 Note: Line 1 SIZE_1 Size MATERIAL Material NOTE_1 Note: Line 1 SIZE_1 Size MATERIAL Material NOTE_1 Note: Line 1 SIZE_1 Size MATERIAL Material NOTE_1 Note: Line 1 SIZE_1 Size NOTE_1 Note: Line 1 SIZE_1 First Size MATERIAL Material NOTE_1 Note: Line 1 SIZE_1 First Size SIZE_2 Second Size MATERIAL Material NOTE_1 Note: Line 1 SIZE_1 Size MATERIAL Material NOTE_1 Note: Line 1 SIZE_1 Size MATERIAL Material NOTE_1 Note: Line 1 SOLID SIZE_1 First Size SIZE_2 Second Size MATERIAL Material NOTE_1 Note: Line 1 SIZE_1 First Size MATERIAL Material NOTE_1 Note: Line 1 NOTE_1 Note: Line 1 NOTE_1 Note: Line 1 SIZE_1 Size NOTE_1 Note: Line 1 SIZE_1 Size NOTE_1 Note: Line 1 SIZE_1 Size MATERIAL Material NOTE_1 Note: Line 1 SIZE_1 Size MATERIAL Material NOTE_1 Note: Line 1 SIZE_1 First Size SIZE_2 Second Size SIZE_3 Third Size MATERIAL Material NOTE_1 Note: Line 1 THRUST_BLOCK Blocking (Y or N) Y SIZE_1 First Size SIZE_2 Second Size MATERIAL Material NOTE_1 Note: Line 1 THRUST_BLOCK Blocking (Y or N) N SIZE_1 First Size SIZE_2 Second Size SIZE_3 Third Size SIZE_4 Fourth Size MATERIAL Material NOTE_1 Note: Line 1 TITLE XXX JOB S10 FILE GMET ENGR XXX REVIEWED XXX SCALE SHOWN REVDATE SEP 11, 1996 PLOT 1 SHT1 XX SHT2 XX TITLE XXX JOB S10 FILE GV ENGR XXX REVIEWED XXX SCALE SHOWN REVDATE SEP 11, 1996 PLOT 1 SHT1 XX SHT2 XX TITLE XXX JOB S10 FILE PTRAN ENGR XXX REVIEWED XXX SCALE SHOWN REVDATE SEP 11, 1996 PLOT 1 SHT1 XX SHT2 XX P TITLE XXX JOB S10 FILE PV ENGR XXX REVIEWED XXX SCALE SHOWN REVDATE SEP 11, 1996 PLOT 1 SHT1 XX SHT2 XX TITLE XXX JOB S10 FILE PTWR ENGR XXX REVIEWED XXX SCALE SHOWN REVDATE SEP 11, 1996 PLOT 1 SHT1 XX SHT2 XX TITLE XXX JOB S10 FILE UP ENGR XXX REVIEWED XXX SCALE SHOWN REVDATE SEP 13, 1996 PLOT 1 SHT1 XX SHT2 XX TITLE XXX JOB S10 FILE UPA ENGR XXX REVIEWED XXX SCALE SHOWN REVDATE SEP 13, 1996 PLOT 1 SHT1 XX SHT2 XX TITLE XXX JOB S10 FILE TELR ENGR XXX REVIEWED XXX SCALE SHOWN REVDATE SEP 13, 1996 PLOT 1 SHT1 XX SHT2 XX T TITLE XXX JOB S10 FILE TV ENGR XXX REVIEWED XXX SCALE SHOWN REVDATE SEP 13, 1996 PLOT 1 SHT1 XX SHT2 XX TITLE XXX JOB S10 FILE SAP ENGR XXX REVIEWED XXX SCALE SHOWN REVDATE SEP 11, 1996 PLOT 1 SHT1 XX SHT2 XX TITLE XXX JOB S10 FILE SBM ENGR XXX REVIEWED XXX SCALE SHOWN REVDATE SEP 11, 1996 PLOT 1 SHT1 XX SHT2 XX TITLE XXX JOB S10 FILE SBC ENGR XXX REVIEWED XXX SCALE SHOWN REVDATE SEP 11, 1996 PLOT 1 SHT1 XX SHT2 XX TITLE XXX JOB S10 FILE SIP ENGR XXX REVIEWED XXX SCALE SHOWN REVDATE SEP 12, 1996 PLOT 1 SHT1 XX SHT2 XX TITLE XXX JOB S10 FILE SMIC ENGR XXX REVIEWED XXX SCALE SHOWN REVDATE SEP 12, 1996 PLOT 1 SHT1 XX SHT2 XX TITLE XXX JOB S10 FILE SMON ENGR XXX REVIEWED XXX SCALE SHOWN REVDATE SEP 12, 1996 PLOT 1 SHT1 XX SHT2 XX TITLE XXX JOB S10 FILE SSC ENGR XXX REVIEWED XXX SCALE SHOWN REVDATE SEP 12, 1996 PLOT 1 SHT1 XX SHT2 XX TITLE XXX JOB S10 FILE SQC ENGR XXX REVIEWED XXX SCALE SHOWN REVDATE SEP 12, 1996 PLOT 1 SHT1 XX SHT2 XX TITLE XXX JOB S10 FILE SSXC ENGR XXX REVIEWED XXX SCALE SHOWN REVDATE SEP 12, 1996 PLOT 1 SHT1 XX SHT2 XX MC WC TITLE XXX JOB S10 FILE SSB ENGR XXX REVIEWED XXX SCALE SHOWN REVDATE SEP 12, 1996 PLOT 1 SHT1 XX SHT2 XX TITLE XXX JOB S10 FILE SSE ENGR XXX REVIEWED XXX SCALE SHOWN REVDATE SEP 12, 1996 PLOT 1 SHT1 XX SHT2 XX INTERSTATE # # TITLE XXX JOB S10 FILE CB ENGR XXX REVIEWED XXX SCALE SHOWN REVDATE SEP 11, 1996 PLOT 1 SHT1 XX SHT2 XX TITLE XXX JOB S10 FILE CHS ENGR XXX REVIEWED XXX SCALE SHOWN REVDATE SEP 11, 1996 PLOT 1 SHT1 XX SHT2 XX TITLE XXX JOB S10 FILE CHOV ENGR XXX REVIEWED XXX SCALE SHOWN REVDATE SEP 11, 1996 PLOT 1 SHT1 XX SHT2 XX TITLE XXX JOB S10 FILE CO ENGR XXX REVIEWED XXX SCALE SHOWN REVDATE SEP 11, 1996 PLOT 1 SHT1 XX SHT2 XX TITLE XXX JOB S10 FILE CRR ENGR XXX REVIEWED XXX SCALE SHOWN REVDATE SEP 11, 1996 PLOT 1 SHT1 XX SHT2 XX TITLE XXX JOB S10 FILE CSC ENGR XXX REVIEWED XXX SCALE SHOWN REVDATE SEP 11, 1996 PLOT 1 SHT1 XX SHT2 XX TITLE XXX JOB S10 FILE CS ENGR XXX REVIEWED XXX SCALE SHOWN REVDATE SEP 11, 1996 PLOT 1 SHT1 XX SHT2 XX TITLE XXX JOB S10 FILE CSA ENGR XXX REVIEWED XXX SCALE SHOWN REVDATE SEP 11, 1996 PLOT 1 SHT1 XX SHT2 XX TITLE XXX JOB S10 FILE CLRS ENGR XXX REVIEWED XXX SCALE SHOWN REVDATE SEP 11, 1996 PLOT 1 SHT1 XX SHT2 XX TITLE XXX JOB S10 FILE CLR ENGR XXX REVIEWED XXX SCALE SHOWN REVDATE SEP 11, 1996 PLOT 1 SHT1 XX SHT2 XX TITLE XXX JOB S10 FILE CLT ENGR XXX REVIEWED XXX SCALE SHOWN REVDATE SEP 11, 1996 PLOT 1 SHT1 XX SHT2 XX TITLE XXX JOB S10 FILE CRT ENGR XXX REVIEWED XXX SCALE SHOWN REVDATE SEP 11, 1996 PLOT 1 SHT1 XX SHT2 XX TITLE XXX JOB S10 FILE CLS ENGR XXX REVIEWED XXX SCALE SHOWN REVDATE SEP 11, 1996 PLOT 1 SHT1 XX SHT2 XX TITLE XXX JOB S10 FILE CRS ENGR XXX REVIEWED XXX SCALE SHOWN REVDATE SEP 11, 1996 PLOT 1 SHT1 XX SHT2 XX TITLE XXX JOB S10 FILE CLM1 ENGR XXX REVIEWED XXX SCALE SHOWN REVDATE SEP 11, 1996 PLOT 1 SHT1 XX SHT2 XX TITLE XXX JOB S10 FILE CLM2 ENGR XXX REVIEWED XXX SCALE SHOWN REVDATE SEP 11, 1996 PLOT 1 SHT1 XX SHT2 XX BUS TITLE XXX JOB S10 FILE SFMB ENGR XXX REVIEWED XXX SCALE SHOWN REVDATE SEP 11, 1996 PLOT 1 SHT1 XX SHT2 XX TITLE XXX JOB S10 FILE SFRR ENGR XXX REVIEWED XXX SCALE SHOWN REVDATE SEP 12, 1996 PLOT 1 SHT1 XX SHT2 XX TITLE XXX JOB S10 FILE SFR ENGR XXX REVIEWED XXX SCALE SHOWN REVDATE SEP 12, 1996 PLOT 1 SHT1 XX SHT2 XX TITLE XXX JOB S10 FILE SFSN ENGR XXX REVIEWED XXX SCALE SHOWN REVDATE SEP 12, 1996 PLOT 1 SHT1 XX SHT2 XX TITLE XXX JOB S10 FILE SFS ENGR XXX REVIEWED XXX SCALE SHOWN REVDATE SEP 12, 1996 PLOT 1 SHT1 XX SHT2 XX TITLE XXX JOB S10 FILE SFC ENGR XXX REVIEWED XXX SCALE SHOWN REVDATE SEP 11, 1996 PLOT 1 SHT1 XX SHT2 XX TITLE XXX JOB S10 FILE SFD ENGR XXX REVIEWED XXX SCALE SHOWN REVDATE SEP 11, 1996 PLOT 1 SHT1 XX SHT2 XX TITLE XXX JOB S10 FILE SFL ENGR XXX REVIEWED XXX SCALE SHOWN REVDATE SEP 11, 1996 PLOT 1 SHT1 XX SHT2 XX TITLE XXX JOB S10 FILE TAD ENGR XXX REVIEWED XXX SCALE SHOWN REVDATE SEP 13, 1996 PLOT 1 SHT1 XX SHT2 XX TITLE XXX JOB S10 FILE TATC ENGR XXX REVIEWED XXX SCALE SHOWN REVDATE SEP 13, 1996 PLOT 1 SHT1 XX SHT2 XX TITLE XXX JOB S10 FILE TDD ENGR XXX REVIEWED XXX SCALE SHOWN REVDATE SEP 13, 1996 PLOT 1 SHT1 XX SHT2 XX TITLE XXX JOB S10 FILE TQD ENGR XXX REVIEWED XXX SCALE SHOWN REVDATE SEP 13, 1996 PLOT 1 SHT1 XX SHT2 XX TITLE XXX JOB S10 FILE TPD ENGR XXX REVIEWED XXX SCALE SHOWN REVDATE SEP 13, 1996 PLOT 1 SHT1 XX SHT2 XX TITLE XXX JOB S10 FILE TIL ENGR XXX REVIEWED XXX SCALE SHOWN REVDATE SEP 13, 1996 PLOT 1 SHT1 XX SHT2 XX TITLE XXX JOB S10 FILE TOS ENGR XXX REVIEWED XXX SCALE SHOWN REVDATE SEP 13, 1996 PLOT 1 SHT1 XX SHT2 XX TITLE XXX JOB S10 FILE TOSL ENGR XXX REVIEWED XXX SCALE SHOWN REVDATE SEP 13, 1996 PLOT 1 SHT1 XX SHT2 XX TITLE XXX JOB S10 FILE TFWS ENGR XXX REVIEWED XXX SCALE SHOWN REVDATE SEP 13, 1996 PLOT 1 SHT1 XX SHT2 XX TITLE XXX JOB S10 FILE TJB1 ENGR XXX REVIEWED XXX SCALE SHOWN REVDATE SEP 13, 1996 PLOT 1 SHT1 XX SHT2 XX TITLE XXX JOB S10 FILE TJB2 ENGR XXX REVIEWED XXX SCALE SHOWN REVDATE SEP 13, 1996 PLOT 1 SHT1 XX SHT2 XX TITLE XXX JOB S10 FILE TJB3 ENGR XXX REVIEWED XXX SCALE SHOWN REVDATE SEP 13, 1996 PLOT 1 SHT1 XX SHT2 XX TITLE XXX JOB S10 FILE TPB ENGR XXX REVIEWED XXX SCALE SHOWN REVDATE SEP 13, 1996 PLOT 1 SHT1 XX SHT2 XX TITLE XXX JOB S10 FILE TPSH ENGR XXX REVIEWED XXX SCALE SHOWN REVDATE SEP 13, 1996 PLOT 1 SHT1 XX SHT2 XX TITLE XXX JOB S10 FILE TPN ENGR XXX REVIEWED XXX SCALE SHOWN REVDATE SEP 13, 1996 PLOT 1 SHT1 XX SHT2 XX TITLE XXX JOB S10 FILE TRG ENGR XXX REVIEWED XXX SCALE SHOWN REVDATE SEP 13, 1996 PLOT 1 SHT1 XX SHT2 XX TITLE XXX JOB S10 FILE TRC ENGR XXX REVIEWED XXX SCALE SHOWN REVDATE SEP 13, 1996 PLOT 1 SHT1 XX SHT2 XX TITLE XXX JOB S10 FILE TSC ENGR XXX REVIEWED XXX SCALE SHOWN REVDATE SEP 13, 1996 PLOT 1 SHT1 XX SHT2 XX TITLE XXX JOB S10 FILE TSLC ENGR XXX REVIEWED XXX SCALE SHOWN REVDATE SEP 13, 1996 PLOT 1 SHT1 XX SHT2 XX TITLE XXX JOB S10 FILE TSLA ENGR XXX REVIEWED XXX SCALE SHOWN REVDATE SEP 13, 1996 PLOT 1 SHT1 XX SHT2 XX TITLE XXX JOB S10 FILE TSPL ENGR XXX REVIEWED XXX SCALE SHOWN REVDATE SEP 13, 1996 PLOT 1 SHT1 XX SHT2 XX TITLE XXX JOB S10 FILE TPOL ENGR XXX REVIEWED XXX SCALE SHOWN REVDATE SEP 13, 1996 PLOT 1 SHT1 XX SHT2 XX TITLE XXX JOB S10 FILE TSPOL ENGR XXX REVIEWED XXX SCALE SHOWN REVDATE SEP 13, 1996 PLOT 1 SHT1 XX SHT2 XX TITLE XXX JOB S10 FILE TSB ENGR XXX REVIEWED XXX SCALE SHOWN REVDATE SEP 13, 1996 PLOT 1 SHT1 XX SHT2 XX TITLE XXX JOB S10 FILE TSCL ENGR XXX REVIEWED XXX SCALE SHOWN REVDATE SEP 13, 1996 PLOT 1 SHT1 XX SHT2 XX TITLE XXX JOB S10 FILE TSS ENGR XXX REVIEWED XXX SCALE SHOWN REVDATE SEP 13, 1996 PLOT 1 SHT1 XX SHT2 XX TITLE XXX JOB S10 FILE TSD ENGR XXX REVIEWED XXX SCALE SHOWN REVDATE SEP 17, 1996 PLOT 1 SHT1 XX SHT2 XX SOLID BE Bottom Elevation RE Rim Elevation CB_ID Catch Basin Identification Number TYPE Type SIZE Size NOTE_1 Note CYAN (SHOWN BLACK) CYAN (SHOWN BLACK) CYAN (SHOWN BLACK) CYAN (SHOWN BLACK) CYAN (SHOWN BLACK) CYAN (SHOWN BLACK) 2 (SHOWN BLACK) 2 (SHOWN BLACK) 2 (SHOWN BLACK) 2 (SHOWN BLACK) 2 (SHOWN BLACK) 2 (SHOWN BLACK) 2 (SHOWN BLACK) 2 (SHOWN BLACK) WHITE (SHOWN BLACK) WHITE (SHOWN BLACK) WHITE (SHOWN BLACK) WHITE (SHOWN BLACK) WHITE (SHOWN BLACK) CYAN (SHOWN BLACK) CYAN (SHOWN BLACK) CYAN (SHOWN BLACK) CYAN (SHOWN BLACK) CYAN (SHOWN BLACK) CYAN (SHOWN BLACK) CYAN (SHOWN BLACK) CYAN (SHOWN BLACK) CYAN (SHOWN BLACK) CYAN (SHOWN BLACK) CYAN (SHOWN BLACK) CYAN (SHOWN BLACK) CYAN (SHOWN BLACK) CYAN (SHOWN BLACK) CYAN (SHOWN BLACK) CYAN (SHOWN BLACK) CYAN (SHOWN BLACK) CONTINUOUS CONTINUOUS CONTINUOUS CONTINUOUS 3 (SHOWN) WHITE (SHOWN BLACK) 36 (SHOWN) SYMBOL LAYER COLOR BLOCK SCALE DESCRIPTION SYMBOL LAYER COLOR BLOCK SCALE DESCRIPTION LAYER COLOR BLOCK SCALE DESCRIPTION SDMH/SDMHPROP STORM DRAIN MANHOLE TEXT (USE MTEXT WITH LEADER) DRAWN TO SCALE 114/125 (SHOWN) SAN. SEWER MANHOLE TEXT (USE MTEXT WITH LEADER) DRAWN TO SCALE 95/94 (SHOWN) SSMHEX/SSMH SAMPLE: CB# 01 - 48" TYPE II RE: 90.00 IE IN: 85.00 12" CPEP N IE OUT: 85.00 12" CMP S DEPTH: 84.0 (APPROX.) CB# XX - (SIZE) (TYPE) RE: XX.XX IE IN: XX.XX (SIZE) (MATERIAL) (DIRECTION) IE OUT: XX.XX (SIZE) (MATERIAL) (DIRECTION) DEPTH: XX.X (APPROX.) SAMPLE: CB# 01 - 48" TYPE II RE: 90.00 IE IN: 85.00 12" CPEP N IE OUT: 85.00 12" CMP S CB# XX - (SIZE) (TYPE) RE: XX.XX IE IN: XX.XX (SIZE) (MATERIAL) (DIRECTION) IE OUT: XX.XX (SIZE) (MATERIAL) (DIRECTION) SAMPLE: MH# 01 RE: 90.00 IE IN: 80.00 8" PVC N IE OUT: 79.90 8" DI S DEPTH: 10.1' (APPROX.) MH# XX RE: XX.XX IE IN: XX.XX (SIZE) (MATERIAL) (DIRECTION) IE OUT: XX.XX (SIZE) (MATERIAL) (DIRECTION) DEPTH: X.X' (APPROX.) SAMPLE: MH# 01 RE: 90.00 IE IN: 80.00 8" PVC N IE OUT: 79.90 8" DI S MH# XX RE: XX.XX IE IN: XX.XX (SIZE) (MATERIAL) (DIRECTION) IE OUT: XX.XX (SIZE) (MATERIAL) (DIRECTION) LAYER COLOR BLOCK SCALE DESCRIPTION SYMBOL LAYER COLOR BLOCK SCALE DESCRIPTION SYMBOL SYMBOL DESCRIPTION SCALE BLOCK LAYER COLOR INTERSTATE X NUMBER XX DRAWN TO SCALE DRAWN TO SCALE DRAWN TO SCALE DRAWN TO SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE DRAWN TO SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE %%USURVEY: %%UUTILITIES %%ULINETYPES DESCRIPTION EXISTING UTILITY LINETYPES COLOR LINETYPES BE RE CB_ID TYPE SIZE NOTE_1 WHITE (SHOWN BLACK) WHITE (SHOWN BLACK) WHITE (SHOWN BLACK) WHITE (SHOWN BLACK) WHITE (SHOWN BLACK) WHITE (SHOWN BLACK) 15 (SHOWN) 15 (SHOWN) 15 (SHOWN) 15 (SHOWN) 15 (SHOWN) 15 (SHOWN) 15 (SHOWN) 15 (SHOWN) 15 (SHOWN) 15 (SHOWN) 15 (SHOWN) 15 (SHOWN) 15 (SHOWN) 15 (SHOWN) 15 (SHOWN) WHITE (SHOWN BLACK) 15 (SHOWN) COMPARTMENT (TYPE I, II, III) TSPOL TSPL TPOL TSD TSS TSCL TSB TSLA TSLC TSC TRC TPN TPSH TOSL TOS TIL TFWS TPD TQD TDD TATC TAD SUPPORT POLE TRAFFIC SIGNAL W/ LUMINAIRE TRAFFIC SIGNAL POLE TRAFFIC SIGNAL POLE DOUBLE POST SINGLE POST CANTILEVERED BRIDGE %%UTRAFFIC SIGNS: ASSEMBLY STREET LIGHT SIGNAL LOAD CENTER SIGNAL CONTROLLER SIGNAL R/R CROSSING POLE NOTE HEAD PEDESTRIAN SIGNAL POST W/ PUSH-BUTTON PEDESTRIAN PUSH-BUTTON INDICATOR LIGHTS OPTICOM SENSOR W/ OPTICOM SENSOR JUNCTION BOX INDICATOR LIGHTS SYSTEM FLASHING WARNING PEDESTRIAN DETECTOR QUADRAPOLE DETECTOR DIPOLE DETECTOR %%UDETECTORS: AERIAL DISCONNECT %%USIGNALIZATION R/R CROSSING GATE TRG %%UEMERGENCY VEHICLE INDICATOR LIGHTS: AERIAL TERMINAL 87 (SHOWN) 87 (SHOWN) WHITE (SHOWN BLACK) WHITE (SHOWN BLACK) WHITE (SHOWN BLACK) WHITE (SHOWN BLACK) WHITE (SHOWN BLACK) WHITE (SHOWN BLACK) 8 (SHOWN) 8 (SHOWN) 8 (SHOWN) 2 (SHOWN BLACK) EXISTING BRIDGE/TUNNEL (SCALEABLE) 87 (SHOWN) WHITE (SHOWN BLACK) %%USURFACE FEATURES TREE (Deciduous) TREE (Conifer) SHRUB SIGN MAIL BOX ROCK FACING BUS STOP RIP RAP SFBS SFMB YARD LIGHT SFL SFC SFD SFRR SFR SFS SFSN COLOR SCALE BLOCK SYMBOL DESCRIPTION CYAN (SHOWN BLACK) 0.5' LINE SKIP STRIPE 0.5' LINE SOLID STRIPE 1' LINE CROSSWALK %%UCHANNELIZATION %%ULANE CONTROL ARROWS: MARKERS TYPE I RR CROSSING H.O.V. LANE HANDICAP BIKE PATH LT.RT.STR LEFT TURN RIGHT TURN LEFT-STRAIGHT RIGHT-STRAIGHT LEFT-RIGHT CHOV CHS %%URAISED MARKERS-STRIPING: MARKERS TYPE II CLRS CRT CLS CRS CLR CRR CLM1 CLM2 CB ONLY CO SCHOOL CSC STOP CS CSA STRAIGHT CLT CYAN (SHOWN BLACK) I-SYM INTERSTATE SWC STLN SSE WITNESS CORNER TAX LOT / PARCEL NUMBER SPOT ELEVATION SECTION CENTER SECTION CORNER QUARTER CORNER SIXTEENTH CORNER CLOSING CORNER MEANDER CORNER OWNERSHIP TIE SOIL BORING SSCT SSC SQC SSXC SCC SMC SOT SSB ANGLE POINT SAP BENCH MARK SBM BLOCK CORNER SBC IRON PIPE SIP MONUMENT (IN CASE) SMIC MONUMENT (SURFACE) SMON 15/15 (SHOWN) 15/15 (SHOWN) 15/15 (SHOWN) 15/15 (SHOWN) 15/15 (SHOWN) 15/15 (SHOWN) 44/44 (SHOWN) 15/15 (SHOWN) 44/44 (SHOWN) (SCALEABLE) %%UGAS/POWER/TELEPHONE GAS METER GMET GAS VALVE GV PAD MOUNTED TRANSFORMER PTRAN POWER VAULT PV TRANSMISSION TOWER PTWR UTILITY POLE UP UTILITY POLE ANCHOR UPA TELEPHONE RISER TELR TELEPHONE VAULT TV 145/154 (SHOWN) 145/154 (SHOWN) 145/154 (SHOWN) 145/154 (SHOWN) 145/154 (SHOWN) 145/154 (SHOWN) 145/154 (SHOWN) 145/154 (SHOWN) 145/154 (SHOWN) 145/154 (SHOWN) 145/154 (SHOWN) 145/154 (SHOWN) 145/154 (SHOWN) 145/154 (SHOWN) 145/154 (SHOWN) 145/154 (SHOWN) 145/154 (SHOWN) 145/154 (SHOWN) 145/154 (SHOWN) SIZE_1 SIZE_2 MATERIAL NOTE_1 SIZE_1 SIZE_2 MATERIAL NOTE_1 SIZE_1 SIZE_2 SIZE_3 SIZE_4 MATERIAL NOTE_1 SIZE_1 SIZE_2 MATERIAL NOTE_1 THRUST_BLOCK N SIZE_1 SIZE_2 SIZE_3 MATERIAL NOTE_1 THRUST_BLOCK Y SIZE_1 SIZE_2 SIZE_3 SIZE_4 MATERIAL NOTE_1 SIZE_1 SIZE_2 MATERIAL NOTE_1 THRUST_BLOCK N SIZE_1 SIZE_2 SIZE_3 MATERIAL NOTE_1 THRUST_BLOCK Y CROSS (FLxFLxFLxFL) WMET/WMETP 90%%D BEND WMET/WMETP TEE (FLxFL) WMET/WMETP SIZE_1 MATERIAL NOTE_1 SIZE_1 MATERIAL NOTE_1 SIZE_1 MATERIAL NOTE_1 SIZE_1 NOTE_1 SIZE_1 NOTE_1 SIZE_1 MATERIAL NOTE_1 SIZE_1 MATERIAL NOTE_1 SIZE_1 MATERIAL NOTE_1 THRUST_BLOCK N NOTE_1 NOTE_1 SIZE_1 MATERIAL NOTE_1 SIZE_1 MATERIAL NOTE_1 SIZE_1 MATERIAL NOTE_1 THRUST_BLOCK Y SIZE_1 MATERIAL NOTE_1 SIZE_1 MATERIAL NOTE_1 SIZE_1 NOTE_1 SIZE_1 MATERIAL NOTE_1 SIZE_1 MATERIAL NOTE_1 SIZE_1 MATERIAL NOTE_1 SIZE_1 NOTE_1 SIZE_1 MATERIAL NOTE_1 SIZE_1 MATERIAL NOTE_1 SIZE_1 MATERIAL NOTE_1 THRUST_BLOCK N SIZE_1 MATERIAL NOTE_1 THRUST_BLOCK Y BE RE CB_ID TYPE SIZE NOTE_1 BE RE CB_ID TYPE SIZE NOTE_1 BE RE CB_ID TYPE SIZE NOTE_1 ID XX-## LOCATION XX NOTE1 NOTE2 DOWNPIPE ID XX-## LOCATION XX NOTE1 NOTE2 DOWNPIPE ID XX-## LOCATION XX NOTE1 NOTE2 DOWNPIPE CLEAN_IE_D1 UPMH_D1 CLEAN_IE_D2 UPMH_D2 CLEAN_IE_D3 UPMH_D3 QD_UTILITY_DESIGN_ SEW 0 ID SW-4 LOCATION XX NOTE1 NOTE2 DOWNPIPE 5A4 CLEAN_IE_D1 UPMH_D1 CLEAN_IE_D2 UPMH_D2 CLEAN_IE_D3 UPMH_D3 PROPOSED EXISTING 145/154 (SHOWN) 114/125 (SHOWN) 114/125 (SHOWN) 114/125 (SHOWN) 95/94 (SHOWN) 95/94 (SHOWN) %%UDRAINAGE STORM DRAIN MANHOLE STORM DRAIN CULVERT SAN. SEWER CLEAN OUT SAN. SEWER MANHOLE STORM DRAIN CATCH BASIN SSCOEX/SSCO SSMHEX/SSMH SDCB/SDCBP CAP/PLUG WCAP COUPLING WCOUP/WCOUPP GUARD POST WGP/WGPP REDUCER (FLxFL) WRED/WREDP THRUST BLOCK WTB/WTBP WATER METER WMET/WMETP %%UFIRE HYDRANTS: 2-NOZZLE WFH2/WFH2P 3-NOZZLE WFH3/WFH3P %%UJOINTS: FLANGE/BLIND FL WFL MECHANICAL WMJ PUSH-ON/HUB WHUB THREAD WTH %%UVALVES: AIR RELIEF WARV/WARVP BLOW-OFF WBOV/WBOVP BUTTERFLY WBFV/WBFVP CHECK WCKV/WCKVP GATE/GENERAL WGV/WGVP %%UWATER CONTINUOUS DASHED2 6 (SHOWN) EASEMENT (TEMPORARY) CONTINUOUS RIGHT OF WAY (PROPOSED) 6 (SHOWN) CENTER RIGHT OF WAY C/L 14 (SHOWN) STATE/COUNTY/CORPORATE LIMIT SIXTEENTH SECTION LINE QUARTER SECTION LINE SECTION LINE PROPERTY LINE (EXISTING) MEANDER LINE RANGE/TOWNSHIP LINE PROPERTY LINE (PROPOSED) 252 (SHOWN) 6 (SHOWN) 4 (SHOWN BLACK) 4 (SHOWN BLACK) 4 (SHOWN BLACK) 4 (SHOWN BLACK) 6 (SHOWN) EASEMENT (PERMANENT) 6 (SHOWN) MEANDER PHANTOM 16THSECT QTRSECT SECT CONTINUOUS 6 (SHOWN) RIGHT OF WAY (EXISTING) DASHED T.26 N. T.25 N. SECTION LINE N 88%%D57'32" E 1/4 SECTION LINE S 89%%D06'58" W 1/16 SECTION LINE N 89%%D54'38" E (TEXT SIZE 2) (TEXT SIZE 2) (TEXT SIZE 2) (TEXT SIZE 2) (LINE WIDTH 1.1') STATE 8 (SHOWN) CONTINUOUS COLOR DESCRIPTION LTYPE FEATURE LINETYPES UTL-OHT-L 15 (SHOWN) TELEPHONE (OVERHEAD) UTL-OHP-L 15 (SHOWN) POWER (OVERHEAD) UTL-SSFM-L 14 (SHOWN) SANITARY SEWER FORCE MAIN 54 (SHOWN) GAS UTL-GAS-L TELEPHONE (BURIED) POWER (BURIED) CABLE TELEVISION (BURIED) WATER WATER SERVICE LINE (TO METER) SANITARY SEWER OIL 226 (SHOWN) STORM DRAIN/CULVERT (LABEL IF NOT SHOWN ON PROFILE) 115 (SHOWN) 145 (SHOWN) 15 (SHOWN) 95 (SHOWN) 15 (SHOWN) 215 (SHOWN) 145 (SHOWN) UTL-ST-L UTL-TV-L UTL-OIL-L UTL-P-L UTL-SS-L UTL-TEL-L UTL-W-L CONTINUOUS SIDEWALK (EX) HIDDEN2 HIDDEN2 CURB (EX) (TEXT SIZE 0.1xPLOT SCALE) (TEXT SIZE 0.75xPLOT SCALE) (TEXT SIZE 0.75xPLOT SCALE) ANSI31 FENCE DITCH (W/BLOCK) WATER COURSE FLOWLINE (ARROWS EVERY 25') DITCH STREAMBED/WATER CHANNEL DASHED2 BUILDING FOOTPRINT (EXIST.) %%USURFACE FEATURES: CONTOUR (INDEX) (EXIST.) RETAINING WALL (EXISTING) PAVEMENT (EX) CONTOUR (INTERVAL) (EXIST.) LAKE/POND/SHORELINE GUARDRAIL (EXISTING) DESCRIPTION RAILROAD (EX.) GRAVEL SHOULDER (EX) WETLAND PERIMETER (DELINEATED INTERIOR EXTERIOR EXISTING FEATURE LINETYPES COLOR WHITE (SHOWN BLACK) 5 (SHOWN) 8 (SHOWN) 255 (SHOWN) WHITE (SHOWN BLACK) 75 (SHOWN) 36 (SHOWN) 250 (SHOWN) EXTERIOR INTERIOR STREAM PERIMETER (DELINEATED 5 (SHOWN) BY BIOLOGIST) BLOCK EVERY 10' BY BIOLOGIST) BLOCK EVERY 10' LTYPE CONTINUOUS CONTINUOUS CONTINUOUS HIDDEN2 TRACKS SPECIAL HIDDEN EDGE OF GRAVEL SHOULDER EDGE OF PAVEMENT PFL/ PAINTED C/L 251 (SHOWN) PAINTED FOG LINE/CENTERLINE DASHED2 CONTINUOUS (W/BLOCK) (W/BLOCK) (W/BLOCK) (W/BLOCK) (BLOCK EVERY 10') (TEXT SIZE 0.75xPLOT SCALE) GRADE BREAK TOE/TOP 560 (W/BLOCK) NAME NAME PROJECTNAME NAME PROJECTNAME SDI_SETUP LEROY None NAME MISC RECOMMENDED FOR APPROVAL BY DATE DATE BY BY DATE BY DATE BY DATE SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON, STATE OF WASHINGTON PORTION OF THE NW 1/4 OF THE NW 1/4 TOUMA ENGINEERS PHONE (425) 251-0665 FAX (425) 251-0625 & LAND SURVEYORS 255 SW 41ST STREET, RENTON, WA 98057 BY NO. REVISION DESIGNED: SURVEYED: SURVEYED SURVEYED DESIGNED DESIGNED DRAWN: SCALE DWG SCALE SCALE: SCALE ACCORDINGLY AT FULL SCALE IF NOT ONE INCH APPROVED: DRAWN DRAWN CHECKED CHECKED APPROVED APPROVED DATE APPR CHECKED: ONE INCH TITLE MAIN TITLE KENT, WA 98032 SUBTITLE2 SUBTITLE 2 SUBTITLE1 SUBTITLE 1 DWG_DATE DWG DATE BOOK FIELDBOOK PAGE PAGE FILECODE FILECODE: XXX-XXX-XXX PAGE: DATE: FIELDBOOK: SHEET: OF: DRAWING NO: DWF_NO DWG NUM 1 (Title Blk)SHT 1 OF A-NNNNAA FC_ALIAS 9470 R E G I S T E R E D S T A T E O F W A S H I N G T O N P R O F E S S I O N A L E N G I N E E R M O U N I R H. T O U M A SURVEYED DT DESIGNED MT SCALE NOTED DRAWN CHECKED MT APPROVED MT TITLE CRISTELLE RIDGE 2 SUBTITLE2 SUBTITLE1 SANITA4Y SEWER DWG_DATE JANUARY, 2013 BOOK PAGE C11 FILECODE 991-001-012 DWF_NO 99101SITE 1 C11 1 20 A-NNNNAA SEWER S SIZE_1 MATERIAL NOTE_1 SIZE_1 MATERIAL NOTE_1 BE RE CB_ID TYPE SIZE NOTE_1 BE RE CB_ID TYPE SIZE NOTE_1 5.00' DATUM DATUM ELEV PROF_NAME NAME TEXT_LAYER PBASE VGRID_LAYER PVGRID EG_TEXT_LAYER PEGCT FG_TEXT_LAYER PFGCT CL_GND_LAYER PEGC L_GND_LAYER PEGL R_GND_LAYER PEGR F_GND_LAYER PFGC GRD_LAYER PGRID GRD_TXT_LAYER PGRIDT EG_PRECISION 1 FG_PRECISION 2 STA_INCR 50 TAN_LBL_INCR 50 VC_LBL_INCR 50 PRO_X 0.0 PRO_Y 0.0 DATUM 100.0 START_STA 0.0 END_STA 0.0 PROF_DIR PROF_DIR RIGHT EGL_TEXT_LAYER PEGLT EGR_TEXT_LAYER PEGRT L_DTC_LAYER Left ditch layer PDGL R_DTC_LAYER Right ditch layer PDGR A pre-fabricated Manhole Base Liner constructed of pol-ypropylene (PP) andlor Fiberglass Reinforced Polymer(FRP) which is resistant to the chemical environment normally found in wastewater transmission systems. The Manhole Base Liner is integrally cast and anchored in the new precast concrete manhole base section at the precast concrete manufacturing facility. The Manhole Base Liner provides protection from corrosion, abrasion, water infiltration and leakage of the concrete structure. FRP Resin Data IPS 7000 - 204HB is a two-component MOil polyester hybrid resin system designed for the FRP industry. It can be used in either open mold laminating or casting operations. Because this system contains less than 20% styrene, it is in full compliance with all local AQMO regulations. VOC's are negligible with this system. IPS 7000 - 204HB offers a unique combination of superior physical properties compared with standard GP, isophthalic, or vinyl ester polyester resins. Toughness or resilience is unsurpassed with this material, with high-er tensile strengths and much higher elongation and flexural modulus. Chemical and corrosion resistance are excellent. Heat distortion temperatures with 300/0 Glass, are above 230°F. GU-LINER-SYSTEM NOTES INSTRUMENT: TOPCON GPT 3000W TOTAL STATION METHOD USED: FIELD TRAVERSE WITH ACTUAL FIELD MEASUREMENTS AND ANGLES WAC 332-130-090 DATE OF SURVEY: BASIS OF BEARING: BENCHMARK: 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 0 0 scale 0 scale 0 tscale 000 scale 0 tscale 0 tscale MAG-DATE ENTER_MAGNETIC_AND_OR_DATE MAGNETIC W LEGEND SANITARY SEWER MH STMH (TYPE 11) AS NOTED EX REBAR / PIPE MON IN CASE/ PK NAIL MAIL BOX MONITORING WELL DECIDUOUS TREE CONIFER TREE SIGN POWER PEDESTAL TELEPHONE CABINET TELEPHONE VAULT POWER VAULT GAS VALVE LIGHT POLE POWER JUNCTION BOX SIGNAL CABINET GUY WIRE UTILITY POLE FIRE HYDRANT WATER METER/SERVICE WATER VALVE CB (TYPE 1) SIZE_1 MATERIAL NOTE_1 SIZE_1 MATERIAL NOTE_1 BE RE CB_ID TYPE SIZE NOTE_1 BE RE CB_ID TYPE SIZE NOTE_1 BAIMA & HOLMBERG INC. E N G I N E E R S & S U R V E Y O R S DWN. BY 1505 N.W. GILMAN BLVD., SUITE 7 ISSAQUAH, WASHINGTON 98027 (206) 392 - 0250 CHKD. BY DATE SCALE JOB NO. SHEET OF RECORDER'S CERTIFICATE .................... filed for record this...........day of.........,19.......at......M in book..........of........at page.........at the request of John J. Baima, Jr. ................................. ....................................... Mgr. Supt. of Records SURVEYOR'S CERTIFICATE This map correctly represents a survey made by me or under my direction in conformance with the requirements of the Survey Recording Act at the request of ............................... . in............,19.......... ............................................ Certificate No. 10937 BOUNDARY SURVEY FOR M.H. 4-01-88 0000 1" = 40' 1 1 CLIENT NAME CLIENT NAME APRIL 88 MAG-DATE LAMBERT MERIDIAN (206) 392 - 0250 1505 N.W. GILMAN BLVD., SUITE 7 ISSAQUAH, WASHINGTON 98027 S U R V E Y O R S & JOHN BAIMA ASSOCIATES 0 scale GRAPHIC SCALE ( IN FEET ) 1 inch = ft. 0 scale 0 scale 0 scale 0 scale 0 scale 1 inch = ft. 0 scale 255 SW 41st STREET LAND SURVEYORS,PLLC ~ PHONE (425) 251-0665 FAX (425) 251-0625 TOUMA ENGINEERS AND RENTON, WA 98057 255 SW 41st STREET RENTON, WASHINGTON 98057 425-251-0665 OFFICE 425-251-0625 FAX TOUMA ENGINEERS & LAND SURVEYORS, PLLC DWN. BY CHKD. BY DATE SCALE JOB NO. SHEET OF RECORDER'S CERTIFICATE Filed for record this%%U %%Uday of%%U %%U,20%%U %%U at%%U %%U M in book%%u %%uof%%u %%uat page%%u %%u at the request of %%u %%u %%U %%U Mgr. Supt. of Records LAND SURVEYOR'S CERTIFICATE This map correctly represents a survey made by me or under my direction in conformance Act at the request of %%U %%U Certificate No. 9470 with the requirements of the Survey Recording NAME ERASE SDI_SETUP None None NAME ERASE in %%U %%U No. %%U %%U LAND SURVEYORS, PLLC SDI_SETUP None None NAME 51411 TOUMA ENGINEERS AND 255 SW 41st STREET RENTON, WASHINGTON 98057 425-251-0665 OFFICE 425-251-0625 FAX NAME MISC G U S U S S E S R P F O E D E R A L I G N S I O D A E R N L T 38992 D T A T T O N A W O F E H S I A N M. N V R O R E Y T M A O architecture space planning interior design ROBERT S. MILLER & ASSOCIATES 100 Waverly Way Kirkland, WA 98033 TEL(206)822-0100 FAX(206)889-1294 9470 R E G I S T E R E D S T A T E O F W A S H I N G T O N P R O F E S S I O N A L E N G I N E E R M O U N I R H. T O U M A EXPIRES 6/22/05 SDI_SETUP None None NAME MISC AS-BUILT CERTIFICATE I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE STORM FACILITIES, PAVING, AND UTILITIES SHOWN HEREON ARE THE RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION, AND ADDITIONAL INFORMATION SUPPLIED BY THE CONTRACTOR. 9470 R E G I S T E R E D S T A T E O F W A S H I N G T O N P R O F E S S I O N A L E N G I N E E R M O U N I R H. T O U M A BY TOUMA ENGINEERS AND INFORMATION SUPPLIED "AS-BUILT" IS BASED ON A ACTUAL FIELD SURVEY "AS-BUILT" NOTE: BY CONTRACTOR. AAANNNNNNN Primary-Secondary-Teriary Number: AAANNNNNNN PROJECT_TITLE_TOP 1st Line of 5 Title Lines PROJECT_TITLE_BOT 2nd Line of 5 Title Lines DRAWING_CODE 3rd Line of 5Title Lines DWG_TITLE_TOP 4th Line of 5 Title Lines DWG_TITLE_BOT 5th of 5 Title Lines DWG_DATE Drawing date BOOK Fieldbook number PAGE Fieldbook page number DWG The drawing number SHT Title Blk Sheet Number OF_ Total Number of Sheets SCALE Drawing Scale 1"=20' SURVEYED Surveyed by DESIGNED Designed by DRAWN Drawn by CHECKED Checked by APPROVED Approved by A-NNNNNNN File Code Alias for Microfiche Recording: A-NNNNNNN C:\________\________\________\________ Drafter info: Electronic Drawing Name DATE: FIELDBOOK: DRAWING NO: PAGE: SHEET: OF: SCALE: DESIGNED: DRAWN: CHECKED: APPROVED: NO. REVISION BY DATE APPR FILENAME: SURVEYED: VERTICAL: NAVD 1988 IF NOT ONE INCH ONE INCH AT FULL SCALE HORIZONTAL: NAD 1983/1991 SCALE ACCORDINGLY PROJECT_NAME Project Name (for Vertical File) Planning/Building/Public Works Dept. CITY OF RENTON SHEET_NUMBER SHEET NUMBER LUA: LUA: U: U: PROJECT_NAME Project Name (for Vertical File) ACAD_MTEXT_2008_RT \pxqc;APPROVED FOR CONSTRUCTION ACAD ACAD_MTEXT_COLUMN_INFO_BEGIN ACAD_MTEXT_COLUMN_INFO_END APPROVED FOR CONSTRUCTION ACAD_MTEXT_2008_RT \pxqc;SUBJECT TO ERRORS AND OMISSIONS ACAD ACAD_MTEXT_COLUMN_INFO_BEGIN ACAD_MTEXT_COLUMN_INFO_END SUBJECT TO ERRORS AND OMISSIONS ACAD_MTEXT_2008_RT \pxql;BY: ACAD ACAD_MTEXT_COLUMN_INFO_BEGIN ACAD_MTEXT_COLUMN_INFO_END BY: ACAD_MTEXT_2008_RT \pxql;BY: ACAD ACAD_MTEXT_COLUMN_INFO_BEGIN ACAD_MTEXT_COLUMN_INFO_END BY: ACAD_MTEXT_2008_RT \pxql;BY: ACAD ACAD_MTEXT_COLUMN_INFO_BEGIN ACAD_MTEXT_COLUMN_INFO_END BY: ACAD_MTEXT_2008_RT \pxql;BY: ACAD ACAD_MTEXT_COLUMN_INFO_BEGIN ACAD_MTEXT_COLUMN_INFO_END BY: ACAD_MTEXT_2008_RT \pxql;DATE: ACAD ACAD_MTEXT_COLUMN_INFO_BEGIN ACAD_MTEXT_COLUMN_INFO_END DATE: ACAD_MTEXT_2008_RT \pxql;DATE: ACAD ACAD_MTEXT_COLUMN_INFO_BEGIN ACAD_MTEXT_COLUMN_INFO_END DATE: ACAD_MTEXT_2008_RT \pxql;DATE: ACAD ACAD_MTEXT_COLUMN_INFO_BEGIN ACAD_MTEXT_COLUMN_INFO_END DATE: ACAD_MTEXT_2008_RT \pxql;DATE: ACAD ACAD_MTEXT_COLUMN_INFO_BEGIN ACAD_MTEXT_COLUMN_INFO_END DATE: AAANNNNNNN AAANNNNNNN PROJECT_TITLE_TOP KOVAL WA EXTENTSION PROJECT_TITLE_BOT WATER DETAILS & NOTES DRAWING_CODE 132nd AVE SE DWG_TITLE_TOP DWG_TITLE_BOT DWG_DATE 9/9/2016 BOOK PAGE DWG 773 SHT 2 OF_ 3 SCALE 1"=20' SURVEYED TOUMA DESIGNED DT DRAWN DT CHECKED MHT APPROVED A-NNNNNNN A-NNNNNNN C:\________\________\________\________ PROJECT_NAME SHEET_NUMBER 1 LUA: U: PROJECT_NAME KOVAL WATER EXT. 1. THE PAVEMENT RESTORATION WITHIN THE CITY OF RENTON SHALL BE AS PER THE CITY OF RENTON STANDARD TRENCH AND PAVEMENT RESTORATION STANDARDS. 2. ANY PAVEMENT AND/OR ROW RESTORATION IN KING COUNTY ROW SHALL BE AS PER KING COUNTY ROW PERMIT CONDITIONS. NOTES: 1. THE PAVEMENT RESTORATION WITHIN THE CITY OF RENTON SHALL BE AS PER THE CITY OF RENTON STANDARD TRENCH AND PAVEMENT RESTORATION STANDARDS. 2. ANY PAVEMENT AND/OR ROW RESTORATION IN KING COUNTY ROW SHALL BE AS PER KING COUNTY ROW PERMIT CONDITIONS. 3. ALL THRUST BLOCKS ARE TO BE INSTALLED IN FIELD AND PRESSURE TESTED BEFORE TIE IN 4. MAINTAIN MINIMUM 3.0 FEET BURY NOTES: JOB JOB NO. XXX.XXX FILE FILENAME XXX ENGR ENGINEER XXX REVIEWED REVIEWED XXX SCALE SCALE XXX REVDATE REVISION DATE XXX PLOT PLOT XX SHT1 SHEET NO. XX SHT2 NUMBER OF SHEETS YY DWGNO DWG NO. XNN TITLE DRAWING TITLE XXX OF Xref ZRH2BBRD Xref ZRH2BSCL Xref ZRH2BLOG VPORT_CONFIG CONFIG # 9999 VPORT_ID VPORT Handle 1 PLOT_SCALE *PLOT SCALE 1 = 1 TITLEBLK Title Block Text DWGNO DWGNO TITLE_1 *TITLE 1 NOTE_1 *NOTE 1 NOTE_2 *NOTE 2 NOTE_3 *NOTE 3 NOTE_4 *NOTE 4 NOTE_5 *NOTE 5 T1_ID Title Handle N1_ID Note 1 Handle N2_ID Note 2 Handle N3_ID Note 3 Handle N4_ID Note 4 Handle N5_ID Note 5 Handle NORTH_ID NORTH Handle TBLK_ID Title Block Handle QD_UTILITY_DESIGN_SEW 0 MH SW-4 (48") STA. 15+46.0C, 6.5' R TE 544.5' (APPROX.) IE IN: 525.24' 8" PVC SE IE OUT: 525.14' 8" PVC N DEPTH: 19.4' (APPROX.) VPORT_CONFIG 1 VPORT_ID F8EB8F8FBADE139E PLOT_SCALE 1 TITLEBLK PLAN DWGNO 1" = 1' TITLE_1 NOTE_1 NOTE_2 NOTE_3 NOTE_4 NOTE_5 T1_ID N1_ID N2_ID N3_ID N4_ID N5_ID NORTH_ID TBLK_ID VPORT_CONFIG 2 VPORT_ID F8EB8F8FBADE139E PLOT_SCALE 1 TITLEBLK PLAN DWGNO 1" = 1' TITLE_1 NOTE_1 NOTE_2 NOTE_3 NOTE_4 NOTE_5 T1_ID F8EB8F8FBADE1B74 N1_ID N2_ID N3_ID N4_ID N5_ID NORTH_ID TBLK_ID (W/BLOCK) 560 TOE/TOP GRADE BREAK (TEXT SIZE 0.75xPLOT SCALE) (BLOCK EVERY 10') (W/BLOCK) (W/BLOCK) (W/BLOCK) (W/BLOCK) CONTINUOUS DASHED2 PAINTED FOG LINE/CENTERLINE 251 (SHOWN) PFL/ PAINTED C/L EDGE OF PAVEMENT EDGE OF GRAVEL SHOULDER HIDDEN SPECIAL TRACKS HIDDEN2 CONTINUOUS CONTINUOUS CONTINUOUS LTYPE BY BIOLOGIST) BLOCK EVERY 10' BY BIOLOGIST) BLOCK EVERY 10' 5 (SHOWN) STREAM PERIMETER (DELINEATED INTERIOR EXTERIOR 250 (SHOWN) 36 (SHOWN) 75 (SHOWN) WHITE (SHOWN BLACK) 255 (SHOWN) 8 (SHOWN) 5 (SHOWN) WHITE (SHOWN BLACK) COLOR EXISTING FEATURE LINETYPES EXTERIOR INTERIOR WETLAND PERIMETER (DELINEATED GRAVEL SHOULDER (EX) RAILROAD (EX.) DESCRIPTION GUARDRAIL (EXISTING) LAKE/POND/SHORELINE CONTOUR (INTERVAL) (EXIST.) PAVEMENT (EX) RETAINING WALL (EXISTING) CONTOUR (INDEX) (EXIST.) %%USURFACE FEATURES: BUILDING FOOTPRINT (EXIST.) DASHED2 STREAMBED/WATER CHANNEL DITCH WATER COURSE FLOWLINE (ARROWS EVERY 25') DITCH (W/BLOCK) FENCE ANSI31 (TEXT SIZE 0.75xPLOT SCALE) (TEXT SIZE 0.75xPLOT SCALE) (TEXT SIZE 0.1xPLOT SCALE) CURB (EX) HIDDEN2 HIDDEN2 SIDEWALK (EX) CONTINUOUS UTL-W-L UTL-TEL-L UTL-SS-L UTL-P-L UTL-OIL-L UTL-TV-L UTL-ST-L 145 (SHOWN) 215 (SHOWN) 15 (SHOWN) 95 (SHOWN) 15 (SHOWN) 145 (SHOWN) 115 (SHOWN) (LABEL IF NOT SHOWN ON PROFILE) STORM DRAIN/CULVERT 226 (SHOWN) OIL SANITARY SEWER WATER SERVICE LINE (TO METER) WATER CABLE TELEVISION (BURIED) POWER (BURIED) TELEPHONE (BURIED) UTL-GAS-L GAS 54 (SHOWN) SANITARY SEWER FORCE MAIN 14 (SHOWN) UTL-SSFM-L POWER (OVERHEAD) 15 (SHOWN) UTL-OHP-L TELEPHONE (OVERHEAD) 15 (SHOWN) UTL-OHT-L FEATURE LINETYPES LTYPE DESCRIPTION COLOR CONTINUOUS 8 (SHOWN) STATE (LINE WIDTH 1.1') (TEXT SIZE 2) (TEXT SIZE 2) (TEXT SIZE 2) (TEXT SIZE 2) N 89%%D54'38" E 1/16 SECTION LINE S 89%%D06'58" W 1/4 SECTION LINE N 88%%D57'32" E SECTION LINE T.25 N. T.26 N. DASHED RIGHT OF WAY (EXISTING) 6 (SHOWN) CONTINUOUS SECT QTRSECT 16THSECT PHANTOM MEANDER 6 (SHOWN) EASEMENT (PERMANENT) 6 (SHOWN) 4 (SHOWN BLACK) 4 (SHOWN BLACK) 4 (SHOWN BLACK) 4 (SHOWN BLACK) 6 (SHOWN) 252 (SHOWN) PROPERTY LINE (PROPOSED) RANGE/TOWNSHIP LINE MEANDER LINE PROPERTY LINE (EXISTING) SECTION LINE QUARTER SECTION LINE SIXTEENTH SECTION LINE STATE/COUNTY/CORPORA TE LIMIT 14 (SHOWN) RIGHT OF WAY C/L CENTER 6 (SHOWN) RIGHT OF WAY (PROPOSED) CONTINUOUS EASEMENT (TEMPORARY) 6 (SHOWN) DASHED2 CONTINUOUS %%UWATER WGV/WGVP GATE/GENERAL WCKV/WCKVP CHECK WBFV/WBFVP BUTTERFLY WBOV/WBOVP BLOW-OFF WARV/WARVP AIR RELIEF %%UVALVES: WTH THREAD WHUB PUSH-ON/HUB WMJ MECHANICAL WFL FLANGE/BLIND FL %%UJOINTS: WFH3/WFH3P 3-NOZZLE WFH2/WFH2P 2-NOZZLE %%UFIRE HYDRANTS: WMET/WMETP WATER METER WTB/WTBP THRUST BLOCK WRED/WREDP REDUCER (FLxFL) WGP/WGPP GUARD POST WCOUP/WCOUPP COUPLING WCAP CAP/PLUG SDCB/SDCBP SSMHEX/SSMH SSCOEX/SSCO STORM DRAIN CATCH BASIN SAN. SEWER MANHOLE SAN. SEWER CLEAN OUT STORM DRAIN CULVERT STORM DRAIN MANHOLE %%UDRAINAGE 95/94 (SHOWN) 95/94 (SHOWN) 114/125 (SHOWN) 114/125 (SHOWN) 114/125 (SHOWN) 145/154 (SHOWN) EXISTING PROPOSED QD_UTILITY_DESIGN_SEW 0 ID SW-4 LOCATION XX NOTE1 NOTE2 DOWNPIPE 5A4 CLEAN_IE_D1 UPMH_D1 CLEAN_IE_D2 UPMH_D2 CLEAN_IE_D3 UPMH_D3 ID XX-## LOCATION XX NOTE1 NOTE2 DOWNPIPE CLEAN_IE_D1 UPMH_D1 CLEAN_IE_D2 UPMH_D2 CLEAN_IE_D3 UPMH_D3 ID XX-## LOCATION XX NOTE1 NOTE2 DOWNPIPE ID XX-## LOCATION XX NOTE1 NOTE2 DOWNPIPE BE RE CB_ID TYPE SIZE NOTE_1 BE RE CB_ID TYPE SIZE NOTE_1 BE RE CB_ID TYPE SIZE NOTE_1 SIZE_1 MATERIAL NOTE_1 THRUST_BLOCK Y SIZE_1 MATERIAL NOTE_1 THRUST_BLOCK N SIZE_1 MATERIAL NOTE_1 SIZE_1 MATERIAL NOTE_1 SIZE_1 NOTE_1 SIZE_1 MATERIAL NOTE_1 SIZE_1 MATERIAL NOTE_1 SIZE_1 MATERIAL NOTE_1 SIZE_1 NOTE_1 SIZE_1 MATERIAL NOTE_1 SIZE_1 MATERIAL NOTE_1 SIZE_1 MATERIAL NOTE_1 THRUST_BLOCK Y SIZE_1 MATERIAL NOTE_1 SIZE_1 MATERIAL NOTE_1 NOTE_1 NOTE_1 SIZE_1 MATERIAL NOTE_1 THRUST_BLOCK N SIZE_1 MATERIAL NOTE_1 SIZE_1 MATERIAL NOTE_1 SIZE_1 NOTE_1 SIZE_1 NOTE_1 SIZE_1 MATERIAL NOTE_1 SIZE_1 MATERIAL NOTE_1 SIZE_1 MATERIAL NOTE_1 WMET/WMETP TEE (FLxFL) WMET/WMETP 90%%D BEND WMET/WMETP CROSS (FLxFLxFLxFL) SIZE_1 SIZE_2 SIZE_3 MATERIAL NOTE_1 THRUST_BLOCK Y SIZE_1 SIZE_2 MATERIAL NOTE_1 THRUST_BLOCK N SIZE_1 SIZE_2 SIZE_3 SIZE_4 MATERIAL NOTE_1 SIZE_1 SIZE_2 SIZE_3 MATERIAL NOTE_1 THRUST_BLOCK Y SIZE_1 SIZE_2 MATERIAL NOTE_1 THRUST_BLOCK N SIZE_1 SIZE_2 SIZE_3 SIZE_4 MATERIAL NOTE_1 SIZE_1 SIZE_2 MATERIAL NOTE_1 SIZE_1 SIZE_2 MATERIAL NOTE_1 145/154 (SHOWN) 145/154 (SHOWN) 145/154 (SHOWN) 145/154 (SHOWN) 145/154 (SHOWN) 145/154 (SHOWN) 145/154 (SHOWN) 145/154 (SHOWN) 145/154 (SHOWN) 145/154 (SHOWN) 145/154 (SHOWN) 145/154 (SHOWN) 145/154 (SHOWN) 145/154 (SHOWN) 145/154 (SHOWN) 145/154 (SHOWN) 145/154 (SHOWN) 145/154 (SHOWN) 145/154 (SHOWN) TV TELEPHONE VAULT TELR TELEPHONE RISER UPA UTILITY POLE ANCHOR UP UTILITY POLE PTWR TRANSMISSION TOWER PV POWER VAULT PTRAN PAD MOUNTED TRANSFORMER GV GAS VALVE GMET GAS METER %%UGAS/POWER/TELEPHONE (SCALEABLE) 44/44 (SHOWN) 15/15 (SHOWN) 44/44 (SHOWN) 15/15 (SHOWN) 15/15 (SHOWN) 15/15 (SHOWN) 15/15 (SHOWN) 15/15 (SHOWN) 15/15 (SHOWN) SMON MONUMENT (SURFACE) SMIC MONUMENT (IN CASE) SIP IRON PIPE SBC BLOCK CORNER SBM BENCH MARK SAP ANGLE POINT %%USURVEY SSB SOT SMC SCC SSXC SQC SSC SSCT SOIL BORING OWNERSHIP TIE MEANDER CORNER CLOSING CORNER SIXTEENTH CORNER QUARTER CORNER SECTION CORNER SECTION CENTER SPOT ELEVATION TAX LOT / PARCEL NUMBER WITNESS CORNER SSE STLN SWC INTERSTATE I-SYM CYAN (SHOWN BLACK) CLT STRAIGHT CSA CS STOP CSC SCHOOL CO ONLY CB CLM2 CLM1 CRR CLR CRS CLS CRT CLRS MARKERS TYPE II %%URAISED MARKERS-STRIPING: CHS CHOV LEFT-RIGHT RIGHT-STRAIGHT LEFT-STRAIGHT RIGHT TURN LEFT TURN LT.RT.STR BIKE PATH HANDICAP H.O.V. LANE RR CROSSING MARKERS TYPE I %%ULANE CONTROL ARROWS: %%UCHANNELIZATION CROSSWALK 1' LINE SOLID STRIPE 0.5' LINE SKIP STRIPE 0.5' LINE CYAN (SHOWN BLACK) DESCRIPTION SYMBOL BLOCK SCALE COLOR SFSN SFS SFR SFRR SFD SFC SFL YARD LIGHT SFMB SFBS RIP RAP BUS STOP ROCK FACING MAIL BOX SIGN SHRUB TREE (Conifer) TREE (Deciduous) %%USURFACE FEATURES WHITE (SHOWN BLACK) 87 (SHOWN) (SCALEABLE) EXISTING BRIDGE/TUNNEL 2 (SHOWN BLACK) 8 (SHOWN) 8 (SHOWN) 8 (SHOWN) WHITE (SHOWN BLACK) WHITE (SHOWN BLACK) WHITE (SHOWN BLACK) WHITE (SHOWN BLACK) WHITE (SHOWN BLACK) WHITE (SHOWN BLACK) 87 (SHOWN) 87 (SHOWN) AERIAL TERMINAL %%UEMERGENCY VEHICLE INDICATOR LIGHTS: TRG GATE R/R CROSSING %%USIGNALIZATION AERIAL DISCONNECT %%UDETECTORS: DIPOLE DETECTOR QUADRAPOLE DETECTOR PEDESTRIAN DETECTOR FLASHING WARNING SYSTEM INDICATOR LIGHTS JUNCTION BOX OPTICOM SENSOR OPTICOM SENSOR W/ INDICATOR LIGHTS PEDESTRIAN PUSH-BUTTON POST W/ PUSH-BUTTON PEDESTRIAN SIGNAL HEAD POLE NOTE R/R CROSSING SIGNAL SIGNAL CONTROLLER SIGNAL LOAD CENTER STREET LIGHT ASSEMBLY %%UTRAFFIC SIGNS: BRIDGE CANTILEVERED SINGLE POST DOUBLE POST TRAFFIC SIGNAL POLE TRAFFIC SIGNAL POLE W/ LUMINAIRE TRAFFIC SIGNAL SUPPORT POLE TAD TATC TDD TQD TPD TFWS TIL TJB1 TOS TOSL TPB TPSH TPN TRC TSC TSLC TSLA TSB TSCL TSS TSD TPOL TSPL TSPOL TJB2 TJB3 (TYPE I, II, III) COMPARTMENT 15 (SHOWN) WHITE (SHOWN BLACK) 15 (SHOWN) 15 (SHOWN) 15 (SHOWN) 15 (SHOWN) 15 (SHOWN) 15 (SHOWN) 15 (SHOWN) 15 (SHOWN) 15 (SHOWN) 15 (SHOWN) 15 (SHOWN) 15 (SHOWN) 15 (SHOWN) 15 (SHOWN) 15 (SHOWN) 15 (SHOWN) 15 (SHOWN) WHITE (SHOWN BLACK) WHITE (SHOWN BLACK) WHITE (SHOWN BLACK) WHITE (SHOWN BLACK) WHITE (SHOWN BLACK) WHITE (SHOWN BLACK) BE RE CB_ID TYPE SIZE NOTE_1 LINETYPES COLOR EXISTING UTILITY LINETYPES DESCRIPTION %%ULINETYPES %%UUTILITIES %%USURVEY: 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE DRAWN TO SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE 1 x PLOT SCALE DRAWN TO SCALE DRAWN TO SCALE DRAWN TO SCALE DRAWN TO SCALE NUMBER XX INTERSTATE X LAYER COLOR BLOCK SCALE DESCRIPTION SYMBOL SYMBOL DESCRIPTION SCALE BLOCK LAYER COLOR SYMBOL DESCRIPTION SCALE BLOCK LAYER COLOR MH# XX RE: XX.XX IE IN: XX.XX (SIZE) (MATERIAL) (DIRECTION) IE OUT: XX.XX (SIZE) (MATERIAL) (DIRECTION) SAMPLE: MH# 01 RE: 90.00 IE IN: 80.00 8" PVC N IE OUT: 79.90 8" DI S MH# XX RE: XX.XX IE IN: XX.XX (SIZE) (MATERIAL) (DIRECTION) IE OUT: XX.XX (SIZE) (MATERIAL) (DIRECTION) DEPTH: X.X' (APPROX.) SAMPLE: MH# 01 RE: 90.00 IE IN: 80.00 8" PVC N IE OUT: 79.90 8" DI S DEPTH: 10.1' (APPROX.) CB# XX - (SIZE) (TYPE) RE: XX.XX IE IN: XX.XX (SIZE) (MATERIAL) (DIRECTION) IE OUT: XX.XX (SIZE) (MATERIAL) (DIRECTION) SAMPLE: CB# 01 - 48" TYPE II RE: 90.00 IE IN: 85.00 12" CPEP N IE OUT: 85.00 12" CMP S CB# XX - (SIZE) (TYPE) RE: XX.XX IE IN: XX.XX (SIZE) (MATERIAL) (DIRECTION) IE OUT: XX.XX (SIZE) (MATERIAL) (DIRECTION) DEPTH: XX.X (APPROX.) SAMPLE: CB# 01 - 48" TYPE II RE: 90.00 IE IN: 85.00 12" CPEP N IE OUT: 85.00 12" CMP S DEPTH: 84.0 (APPROX.) SSMHEX/SSMH 95/94 (SHOWN) DRAWN TO SCALE SAN. SEWER MANHOLE TEXT (USE MTEXT WITH LEADER) 114/125 (SHOWN) DRAWN TO SCALE STORM DRAIN MANHOLE TEXT (USE MTEXT WITH LEADER) SDMH/SDMHPROP DESCRIPTION SCALE BLOCK LAYER COLOR DESCRIPTION SCALE BLOCK LAYER COLOR SYMBOL DESCRIPTION SCALE BLOCK LAYER COLOR SYMBOL TITLE XXX JOB S10 FILE SFBS ENGR XXX REVIEWED XXX SCALE SHOWN REVDATE SEP 11, 1996 PLOT 1 SHT1 XX SHT2 XX TITLE XXX JOB S10 FILE SMC ENGR XXX REVIEWED XXX SCALE SHOWN REVDATE SEP 12, 1996 PLOT 1 SHT1 XX SHT2 XX TITLE XXX JOB S10 FILE SWC ENGR XXX REVIEWED XXX SCALE SHOWN REVDATE SEP 12, 1996 PLOT 1 SHT1 XX SHT2 XX 36 (SHOWN) WHITE (SHOWN BLACK) 3 (SHOWN) CONTINUOUS CONTINUOUS CONTINUOUS CONTINUOUS CYAN (SHOWN BLACK) CYAN (SHOWN BLACK) CYAN (SHOWN BLACK) CYAN (SHOWN BLACK) CYAN (SHOWN BLACK) CYAN (SHOWN BLACK) CYAN (SHOWN BLACK) CYAN (SHOWN BLACK) CYAN (SHOWN BLACK) CYAN (SHOWN BLACK) CYAN (SHOWN BLACK) CYAN (SHOWN BLACK) CYAN (SHOWN BLACK) CYAN (SHOWN BLACK) CYAN (SHOWN BLACK) CYAN (SHOWN BLACK) CYAN (SHOWN BLACK) WHITE (SHOWN BLACK) WHITE (SHOWN BLACK) WHITE (SHOWN BLACK) WHITE (SHOWN BLACK) WHITE (SHOWN BLACK) 2 (SHOWN BLACK) 2 (SHOWN BLACK) 2 (SHOWN BLACK) 2 (SHOWN BLACK) 2 (SHOWN BLACK) 2 (SHOWN BLACK) 2 (SHOWN BLACK) 2 (SHOWN BLACK) CYAN (SHOWN BLACK) CYAN (SHOWN BLACK) CYAN (SHOWN BLACK) CYAN (SHOWN BLACK) CYAN (SHOWN BLACK) CYAN (SHOWN BLACK) 31.95' 42.53' 42.40' 36.98' 42.24' 37.19' 37.24' 42.20' 37.22' 42.36' 37.06' SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON, STATE OF WASHINGTON 1. PAVEMENT AND/OR ROW RESTORATION IN KING COUNTY ROW SHALL BE AS PER KING COUNTY ROW PERMIT CONDITIONS. NOTES: SHEET INDEX 1 OF 4 SANITARY SEWER PLAN & PROFILE 1 2 OF 4 SANITARY SEWER PLAN & PROFILE 2 3 OF 4 SANITARY DETAILS 4 OF 4 SANITARY DETAILS OWNER ENGINEER/SURVEYOR KUSAL VARMA 10922 144th AVE SE RENTON, WA 98059 206-353-3168 THE PROJECT WILL EXTEND 538 LINEAR FEET OF 8" DIAMETER SEWER MAIN IN KING COUNTY ROW THE THE ADDITION OF 2 SEWER MONHOLES AND 13 SEWER STUBS. KING COUNTY ROW SEWER NOTE ANY PAVEMENT AND/OR ROW RESTORATION IN KING COUNTY ROW SHALL BE AS PER KING COUNTY ROW PERMIT CONDITIONS. PAVEMENT NOTE 10/17/2016 Drawing date 917003B The drawing number 1 Title Blk Sheet Number 4 Total Number of Sheets 1"=20' Drawing Scale 1"=20' TOUMA Surveyed by TOUMA Designed by DAN Drawn by MHT Checked by 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 Planning/Building/Public Works Dept. CITY OF RENTON TOM TOUMA (ENGINEER) TOUMA ENGINEERS AND LAND SURVEYORS, PLLC 255 SW 41st STREET RENTON, WA 98057 425-251-0665 DAN TOUMA (SURVEYOR) TOUMA ENGINEERS AND LAND SURVEYORS, PLLC 255 SW 41st STREET RENTON, WA 98057 425-251-0665 ACAD ACAD_MTEXT_COLUMN_INFO_BEGIN ACAD_MTEXT_COLUMN_INFO_END MTEXTBEGIN MTEXTEND SUBJECT TO ERRORS AND OMISSIONS ACAD ACAD_MTEXT_COLUMN_INFO_BEGIN ACAD_MTEXT_COLUMN_INFO_END MTEXTBEGIN MTEXTEND APPROVED FOR CONSTRUCTION NE 2nd ST SEWER EXTENSION SEWER PLAN AND PROFILE C16006822 TAX LOT #142305-9092 "AS-BUILT" NOTE: BY TOUMA ENGINEERS AND INFORMATION SUPPLIED "AS-BUILT" IS BASED ON A ACTUAL FIELD SURVEY BY CONTRACTOR. C16006822 Primary-Secondary-Teriary Number: AAANNNNNNN C:\________\________\________\________ Drafter info: Electronic Drawing Name FILENAME: SHEET_1_OF_4 SHEET NUMBER INTERSTATE X WITNESS CORNER MEANDER CORNER CLOSING CORNER QUARTER CORNER SECTION CORNER SECTION CENTER NUMBER XX MONUMENT (SURFACE) INTERSTATE EX PK NAIL EX MON IN CASE EX REBAR / PIPE AS NOTED SET 1/2" REBAR & CAP #9470 SURFACE MONUMENT ANGLE POINT PROPOSED MON IN CASE SECTION CORNER QUARTER CORNER MAG-DATE 1"=20' GRAPHIC SCALE 20 tscale 40 scale 0 160 tscale 40 scale 80 tscale 40 scale ( IN FEET ) 1 inch = ft. Erosion Control Notes 1. These notes shall appear for all projects - site improvements, surface water utility, wastewater utility, water utility, and transportation plans: 2. Before any construction or development activity occurs, a pre-construction meeting must be held with the City of Renton, public works design engineer. 3. The Boundaries of the clearing limits and areas of vegetation preservation as prescribed on the plan(s) shall be clearly flagged by survey tape or fencing in the field prior to construction in accordance with Appendix 0 of the Surface Water Design Manual and observed during construction. During the construction period, no disturbance beyond the clearing limits shall be permitted. The clearing limits shall be maintained by the applicant/ESe supervisor for the duration of construction. 4. Stabilized construction entrances shall be installed at the beginning of construction and maintained for the duration of the project. Additional measures, such as constructed wheel wash systems or wash pads, may be required to ensure that all paved areas are kept clean and track out to road right of way does not occur for the duration of the project. 5. All required sedimentation/erosion control facilities must be constructed and in operation prior to land clearing and/or construction to prevent transportation of sediment to surface water, drainage systems and adjacent properties. All erosion and sediment facilities shall be maintained in a satisfactory condition until such time that clearing and/or construction is complete and potential for on-site erosion has passed. The implementation, maintenance, replacement and additions to erosion/sedimentation control systems shall be the responsibility of the permitee. 6. The erosion and sedimentation control systems depicted on this drawing are intended to be minimum requirements to meet anticipated site conditions. As construction progresses and unexpected or seasonal conditions dictate, the permitee shall anticipate that more erosion and sedimentation control facilities will be necessary to ensure complete siltation control on the proposed site. During the course of construction, it shall be the obligation and responsibility of the permitee to address any new conditions that may be created by the activities and to provide additional facilities, over and above minimum requirements, as may be needed, to protect adjacent properties and water quality of the receiving drainage system. nsur 7. Approval of this plan is for erosion/sedimentation control only. It does not constitute an approval of storm drainage design, size nor location of pipes, restrictors, channels, or retention facilities. 8. Any areas of exposed soils, including roadway embankments, that will not be disturbed for two days during the wet season (October 1st trough March 30th) or seven days during the dry season (April 1st tough September 30) shall be immediately stabilized with the approved Ese cover methods (e.g., seeding, mulching, plastic covering, etc.). 9. Wet season seasonal erosion and sediment control requirements apply to all construction sites clearing between October 1 and March 30 inclusive, unless otherwise approved by the City through an adjustment process. 10. Cover measures will be applied in conformance with Appendix D of the Surface Water Design Manual. 11. Any area needing ESC measures, not requiring immediate attention, shall be addressed within seven (7) days. 12. The ESC facilities on inactive sites shall be inspected and maintained a minimum of a once a month or within 24 hours following a storm event. 13. At no time shall more than one (1) foot of sediment be allowed to accumulate within a catch basin. All catch basins and conveyance lines shall be cleaned prior to paving. The cleaning operation shall not flush sediment-laden water into the downstream system. 14. During the time period of October 1st through March so", all project distributed soil areas greater, that are to be left un-worked for more than 12 hours, shall be covered by mulch, sodding or plastic covering. 15. Any permanent retention/detention facility used as a temporary settling basin shall be modified with the necessary erosion control measures and shall provide adequate storage capacity. If the permanent facility is to function ultimately as an infiltration system, the temporary facility must be rough graded so that the bottom and sides are at least three feet above the final grade of the permanent facility. 16. Prior to the beginning of the wet season (Oct. 1), all disturbed areas shall be reviewed to identify which ones can be seeded in preparation for the winter rains. Disturbed areas shall be seeded within one week of the beginning of the wet season. A sketch map of those areas to be seeded and those areas to remain uncovered shall be submitted to the City of Renton for review. NAME 94177 SDI_SETUP LEROY None NAME LEGEND SDI_SETUP LEROY None NAME 94419 NAME 94419 SDI_SETUP LEROY None NAME 94439 AVE_RENDER { Pref WCS } AVE_RENDER { Full Opt } AVE_RENDER { Quick Opt } AVE_RENDER { Scanl Opt } AVE_RENDER { Raytr Opt } AVE_RENDER { RFile Opt } AVE_RENDER { Fog Opt } AVE_RENDER { BG Opt } AVE_MATERIAL { *GLOBAL* 2 Global finish. { } { { { } { } { } } { { } { } { } } { { } { } { } } { { { { } { } } } } { { } { } } { { } { } } { { } { } } { { { } { } { } } } { { { { } { } } } { } } { { { { { } { } } } } { } } { } } { { } { } } { } } AVE_RENDER { Pref WCS } AVE_RENDER { Full Opt } AVE_RENDER { Quick Opt } AVE_RENDER { Scanl Opt } AVE_RENDER { Raytr Opt } AVE_RENDER { RFile Opt } AVE_RENDER { Fog Opt } AVE_RENDER { BG Opt I:\BethC\Images\Wheel_Wash_Scan.tif } AVE_MATERIAL { *GLOBAL* 2 Global finish. { } { { { } { } { } } { { } { } { } } { { } { } { } } { { { { } { } } } } { { } { } } { { } { } } { { } { } } { { { } { } { } } } { { { { } { } } } { } } { { { { { } { } } } } { } } { } } { { } { } } { } } 1. STRAW ROLL INSTALLATION REQUIRES THE PLACEMENT AND SECURE STAKING OF THE ROLL IN A TRENCH, 3" x 5" (75-125mm) DEEP, DUG ON CONTOUR. 2. RUNOFF MUST NOT BE ALLOWED TO RUN UNDER OR AROUND ROLL. ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ROLL SPACING DEPENDS ON SOIL TYPE AND SLOPE STEEPNESS STRAW ROLLS MUST BE PLACED ALONG SLOPE CONTOURS ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD 3'-4' (1.2m) 10'-25' (3-8m) 3"-5" (75-125mm) ACAD ACAD_MTEXT_DEFINED_HEIGHT_BEGIN ACAD_MTEXT_DEFINED_HEIGHT_END ADJACENT ROLLS ACAD ACAD_MTEXT_DEFINED_HEIGHT_BEGIN ACAD_MTEXT_DEFINED_HEIGHT_END SHALL TIGHTLY ABUT ACAD ACAD_MTEXT_DEFINED_HEIGHT_BEGIN ACAD_MTEXT_DEFINED_HEIGHT_END SEDIMENT, ORGANIC MATTER, ACAD ACAD_MTEXT_DEFINED_HEIGHT_BEGIN ACAD_MTEXT_DEFINED_HEIGHT_END AND NATIVE SEEDS ARE ACAD ACAD_MTEXT_DEFINED_HEIGHT_BEGIN ACAD_MTEXT_DEFINED_HEIGHT_END CAPTURED BEHIND THE ROLLS LIVE STAKE 1" x 1" STAKE ACAD ACAD_MTEXT_DEFINED_HEIGHT_BEGIN ACAD_MTEXT_DEFINED_HEIGHT_END 8"-10" DIA. ACAD ACAD_MTEXT_DEFINED_HEIGHT_BEGIN ACAD_MTEXT_DEFINED_HEIGHT_END (200-250mm) %%UNOTES: %%USTRAW WATTLES NTS TOP_TI_LINE_1 TOP TITLE LINE ? X MID_TI_LINE_2 MIDDLE TITLE LINE ? BOTTOM_TI_LINE_3 BOTTOM TITLE LINE ? FIG_NO. FIGURE NUMBER ? FIG. SHT_NO. SHEET NUMBER ? X X NOTE NUMBER ? X SOLID SOLID SOLID Department of Transportation Road Services Division 2016 Design and King County Construction Standards - 2016 DRAFT REVIEW - ACAD_MTEXT_2008_RT \pxsm1.5,ql;{\C240;Revised by \L \l 2016-\L \l-\L \C255;.\C7; \C240; \l } ACAD ACAD_MTEXT_COLUMN_INFO_BEGIN ACAD_MTEXT_COLUMN_INFO_END ACAD_MTEXT_DEFINED_HEIGHT_BEGIN ACAD_MTEXT_DEFINED_HEIGHT_END Revised by 2016- - . ACAD_MTEXT_2008_RT \pxsm1.5;{\C240;CAD by \L \l 2016-\L \l-\L \l Reviewed by \L \l 2016-\L \l-\L \l Send to Final 2016 } ACAD ACAD_MTEXT_COLUMN_INFO_BEGIN ACAD_MTEXT_COLUMN_INFO_END ACAD_MTEXT_COLUMNS_BEGIN 99A0 ACAD_MTEXT_COLUMNS_END ACAD_MTEXT_DEFINED_HEIGHT_BEGIN ACAD_MTEXT_DEFINED_HEIGHT_END CAD by 2016- - Reviewed by 2016- - Send to Final 2016 ACAD_MTEXT_2008_RT \pxsm1.5;{\C240;Folder: Y - N} ACAD ACAD_MTEXT_COLUMN_INFO _BEGIN ACAD_MTEXT_COLUMN_INFO_END ACAD_MTEXT_DEFINED_HEIGHT_BEGIN ACAD_MTEXT_DEFINED_HEIGHT_END Folder: Y - N 0.02 FT/FT 2:1 MAX. SLOPE 0.02 FT/FT 4" CEMENT CONCRETE 0.02 FT/FT 2:1 MAX. SLOPE ROADWAY C L GRADES: MINIMUM 0.5% MAXIMUM SEE SECS. 2.03 AND 2.11. 2. 8'-6" 5'-6" TO X NOTE NUMBER ? X X NOTE NUMBER ? X X NOTE NUMBER ? X HOT MIX ASPHALT CLASS 1/2" (WEARING COURSE) HOT MIX ASPHALT CLASS 1/2" (LEVELING COURSE) CRUSHED SURFACING BASE COURSE ADDITIONAL TREATMENT MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS. SEE SEC. 4.04 GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD 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GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD ACAD DSTYLE { } SANITARY SEWER ON SOUTH AND WEST SIDE OF STREET. SEE SEC. 8.02(C) %%UNOTES: ACAD DSTYLE { } X NOTE NUMBER ? X X NOTE NUMBER ? X ACAD ACAD_MTEXT_DEFINED_HEIGHT_BEGIN ACAD_MTEXT_DEFINED_HEIGHT_END MIN. X NOTE NUMBER ? X X NOTE NUMBER ? X ACAD DSTYLE { } ACAD DSTYLE { } X NOTE NUMBER ? X X NOTE NUMBER ? X X NOTE NUMBER ? X X NOTE NUMBER ? X ACAD ACAD_MTEXT_DEFINED_HEIGHT_BEGIN ACAD_MTEXT_DEFINED_HEIGHT_END SEE SEC. 5.02 FOR SIDE SLOPE REQUIREMENTS. ACAD ACAD_MTEXT_DEFINED_HEIGHT_BEGIN ACAD_MTEXT_DEFINED_HEIGHT_END SEE CHAPTER 7 FOR CATCH BASIN AND STORM SEWER LOCATIONS ACAD ACAD_MTEXT_DEFINED_HEIGHT_BEGIN ACAD_MTEXT_DEFINED_HEIGHT_END AND DRAINAGE DETAILS. ACAD ACAD_MTEXT_DEFINED_HEIGHT_BEGIN ACAD_MTEXT_DEFINED_HEIGHT_END SEE SEC. 8.02G AND FIG. 5-001 FOR CLEARANCE OF UTILITY POLES. ACAD ACAD_MTEXT_DEFINED_HEIGHT_BEGIN ACAD_MTEXT_DEFINED_HEIGHT_END SEE SECS. 2.02 AND 2.03. FOR WIDTHS OF PAVEMENT, SHOULDER, ACAD ACAD_MTEXT_DEFINED_HEIGHT_BEGIN ACAD_MTEXT_DEFINED_HEIGHT_END AND RIGHT-OF-WAY. ACAD ACAD_MTEXT_DEFINED_ HEIGHT_BEGIN ACAD_MTEXT_DEFINED_HEIGHT_END THIS DRAWING ILLUSTRATES A TYPICAL HOT MIX ASPHALT ACAD ACAD_MTEXT_DEFINED_HEIGHT_BEGIN ACAD_MTEXT_DEFINED_HEIGHT_END RESIDENTIAL STREET SECTION. ACAD ACAD_MTEXT_DEFINED_HEIGHT_BEGIN ACAD_MTEXT_DEFINED_HEIGHT_END ACTUAL SURFACING DESIGN FOR ARTERIALS AND COMMERCIAL ACAD ACAD_MTEXT_DEFINED_HEIGHT_BEGIN ACAD_MTEXT_DEFINED_HEIGHT_END ACCESS STREETS SHALL BE BASED ON SECTION 4.05 X NOTE NUMBER ? X X NOTE NUMBER ? X X NOTE NUMBER ? X ACAD ACAD_MTEXT_DEFINED_HEIGHT_BEGIN ACAD_MTEXT_DEFINED_HEIGHT_END UTILITY POLES ACAD ACAD_MTEXT_DEFINED_HEIGHT_BEGIN ACAD_MTEXT_DEFINED_HEIGHT_END PLACED BACK ACAD ACAD_MTEXT_DEFINED_HEIGHT_BEGIN ACAD_MTEXT_DEFINED_HEIGHT_END OF SIDEWALK ACAD ACAD_MTEXT_DEFINED_HEIGHT_BEGIN ACAD_MTEXT_DEFINED_HEIGHT_END SUBGRADE ACAD ACAD_MTEXT_DEFINED_HEIGHT_BEGIN ACAD_MTEXT_DEFINED_HEIGHT_END SLOPE 0.02 ACAD ACAD_MTEXT_DEFINED_HEIGHT_BEGIN ACAD_MTEXT_DEFINED_HEIGHT_END FT./FT. X NOTE NUMBER ? X X NOTE NUMBER ? X ACAD ACAD_MTEXT_DEFINED_HEIGHT_BEGIN ACAD_MTEXT_DEFINED_HEIGHT_END CEMENT CONCRETE CURB ACAD ACAD_MTEXT_DEFINED_HEIGHT_BEGIN ACAD_MTEXT_DEFINED_HEIGHT_END AND GUTTER SEE FIG. 3-002 X NOTE NUMBER ? X ACAD ACAD_MTEXT_DEFINED_HEIGHT_BEGIN ACAD_MTEXT_DEFINED_HEIGHT_END GAS LINES ON SOUTH AND ACAD ACAD_MTEXT_DEFINED_HEIGHT_BEGIN ACAD_MTEXT_DEFINED_HEIGHT_E ND WEST SIDE OF STREET. ACAD ACAD_MTEXT_DEFINED_HEIGHT_BEGIN ACAD_MTEXT_DEFINED_HEIGHT_END SEE SEC. 8.02(A) ACAD ACAD_MTEXT_DEFINED_HEIGHT_BEGIN ACAD_MTEXT_DEFINED_HEIGHT_END WATER LINES ON NORTH ACAD ACAD_MTEXT_DEFINED_HEIGHT_BEGIN ACAD_MTEXT_DEFINED_HEIGHT_END AND EAST SIDE OF ROAD. ACAD ACAD_MTEXT_DEFINED_HEIGHT_BEGIN ACAD_MTEXT_DEFINED_HEIGHT_END SEE SEC. 8.02(A) ACAD ACAD_MTEXT_DEFINED_HEIGHT_BEGIN ACAD_MTEXT_DEFINED_HEIGHT_END CATCH BASIN AND ACAD ACAD_MTEXT_DEFINED_HEIGHT_BEGIN ACAD_MTEXT_DEFINED_HEIGHT_END STORM SEWERS (TYP.) ACAD ACAD_MTEXT_DEFINED_HEIG HT_BEGIN ACAD_MTEXT_DEFINED_HEIGHT_END MIN. ACAD DSTYLE { } ACAD DSTYLE { } ACAD DSTYLE { } ACAD DSTYLE { } X NOTE NUMBER ? X ACAD ACAD_MTEXT_DEFINED_HEIGHT_BEGIN ACAD_MTEXT_DEFINED_HEIGHT_END SIDEWALKS SHALL BE 8 FT. WIDE IN BUSINESS DISTRICTS AND 6.5 ACAD ACAD_MTEXT_DEFINED_HEIGHT_BEGIN ACAD_MTEXT_DEFINED_HEIGHT_END FT. WIDE ON ARTERIALS IF NEXT TO TRAFFIC LANE, 5 FT. WIDE IF ACAD ACAD_MTEXT_DEFINED_HEIGHT_BEGIN ACAD_MTEXT_DEFINED_HEIGHT_END NEXT TO PARKING OR BIKE LANE, OR BEHIND PLANTING STRIP OR ACAD ACAD_MTEXT_DEFINED_HEIGHT_BEGIN ACAD_MTEXT_DEFINED_HEIGHT_END WHEN LOCATED IN RESIDENTIAL AREAS. SEE SECTION 3.02. 3 ACAD DSTYLE { } ACAD ACAD_MTEXT_DEFINED_HEIGHT_BEGIN ACAD_MTEXT_DEFINED_HEIGHT_END 4" MIN. CRUSHED ACAD ACAD_MTEXT_DEFINED_HEIGHT_BEGIN ACAD_MTEXT_DEFINED_HEIGHT_END SURFACING BASE COURSE ACAD DSTYLE { } GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD GradientColor1ACI GradientColor2ACI ACAD 5' ACAD DSTYLE { } ACAD DSTYLE { } ACAD DSTYLE { } 1' 1' 6" 6" 1'-6" ACAD DSTYLE { } 1'-6" ACAD DSTYLE { } SIDEWALK SIDEWALK ACAD DSTYLE { } ACAD DSTYLE { } PAVEMENT WIDTH ACAD DSTYLE { } ACAD DSTYLE { } ACAD DSTYLE { } ACAD DSTYLE { } ACAD DSTYLE { } ACAD DSTYLE { } ACAD DSTYLE { } ACAD DSTYLE { } ACAD DSTYLE { } ACAD DSTYLE { } 8.5' 4.0' 5.6' 15.0' 19.0' 8.7' 6.0'± 22.0' 22.0' 4.5'± BY TOUMA ENGINEERS AND INFORMATION SUPPLIED "AS-BUILT" IS BASED ON A ACTUAL FIELD SURVEY "AS-BUILT" NOTE: BY CONTRACTOR. "AS-BUILT" IS BASED ON A ACTUAL FIELD SURVEY BY TOUMA ENGINEERS AND INFORMATION SUPPLIED BY CONTRACTOR. "AS-BUILT" NOTE: "AS-BUILT" IS BASED ON A ACTUAL FIELD SURVEY BY TOUMA ENGINEERS AND INFORMATION SUPPLIED BY CONTRACTOR. "AS-BUILT" NOTE: "AS-BUILT" IS BASED ON A ACTUAL FIELD SURVEY BY TOUMA ENGINEERS AND INFORMATION SUPPLIED BY CONTRACTOR. "AS-BUILT" NOTE: BY TOUMA ENGINEERS AND INFORMATION SUPPLIED "AS-BUILT" IS BASED ON A ACTUAL FIELD SURVEY BY TOUMA ENGINEERS AND INFORMATION SUPPLIED "AS-BUILT" IS BASED ON A ACTUAL FIELD SURVEY BY TOUMA ENGINEERS AND INFORMATION SUPPLIED "AS-BUILT" IS BASED ON A ACTUAL FIELD SURVEY "AS-BUILT" IS BASED ON A ACTUAL FIELD SURVEY BY TOUMA ENGINEERS AND INFORMATION SUPPLIED "AS-BUILT" NOTE: BY CONTRACTOR. "AS-BUILT" NOTE: BY CONTRACTOR. "AS-BUILT" NOTE: BY CONTRACTOR. BY CONTRACTOR. "AS-BUILT" NOTE: BY TOUMA ENGINEERS AND INFORMATION SUPPLIED "AS-BUILT" IS BASED ON A ACTUAL FIELD SURVEY BY TOUMA ENGINEERS AND INFORMATION SUPPLIED "AS-BUILT" IS BASED ON A ACTUAL FIELD SURVEY BY TOUMA ENGINEERS AND INFORMATION SUPPLIED "AS-BUILT" IS BASED ON A ACTUAL FIELD SURVEY "AS-BUILT" IS BASED ON A ACTUAL FIELD SURVEY BY TOUMA ENGINEERS AND INFORMATION SUPPLIED "AS-BUILT" NOTE: BY CONTRACTOR. "AS-BUILT" NOTE: BY CONTRACTOR. "AS-BUILT" NOTE: BY CONTRACTOR. BY CONTRACTOR. "AS-BUILT" NOTE: BY TOUMA ENGINEERS AND INFORMATION SUPPLIED "AS-BUILT" IS BASED ON A ACTUAL FIELD SURVEY BY TOUMA ENGINEERS AND INFORMATION SUPPLIED "AS-BUILT" IS BASED ON A ACTUAL FIELD SURVEY BY TOUMA ENGINEERS AND INFORMATION SUPPLIED "AS-BUILT" IS BASED ON A ACTUAL FIELD SURVEY "AS-BUILT" IS BASED ON A ACTUAL FIELD SURVEY BY TOUMA ENGINEERS AND INFORMATION SUPPLIED "AS-BUILT" NOTE: BY CONTRACTOR. "AS-BUILT" NOTE: BY CONTRACTOR. "AS-BUILT" NOTE: BY CONTRACTOR. BY CONTRACTOR. "AS-BUILT" NOTE: