38238438638839039239439639840040240440640841041241441641842042238238438638839039239439639840040240440640841041241441641842042222+5023+0023+5024+0024+5025+0025+5026+0026+5027+003.53%-3.65%-0.62%GRADE BREAK STA = 24+75.00ELEV = 404.79PVI STA: 22+21.35PVI ELEV: 405.19K: 26.00LVC: 68.37BVCS: 21+87.16BVCE:404.88PVI STA: 23+24.93PVI ELEV: 408.84K: 12.00LVC: 86.12BVCS: 22+81.87 <br />BVCE: 407.32 <br />EVCS: 23+67.99 <br />EVCE: 407.27 <br />HIGH PT. STA: 23+24.22HIGH PT ELEV: 408.07422.3 LF 24" WW S=0.0022436.2 LF 24" WW S=0.0022MH-2324" IE IN (W): 387.638" IE IN (S): 389.5324" IE OUT (E): 387.53STA: 43+00.82, 0.0'RIM: 405.31PR 48" WW MHEX 24" STM XINGIE = 400.24EX TELECOM XING FINISHED GROUND AT PIPE C/LEXISTING GROUND AT PIPE C/LPR BOX CULVERTEX 18" STM XINGIE = 400.13EXISTING GROUND AT C/LFINISHEDGROUND AT C/L2% ROADWAYCROSS SLOPESPVI STA: 24+27.91PVI ELEV: 405.08K: 26.00LVC: 78.72BVCS: 23+88.56 <br />BVCE: 406.52 <br />EVCS: 24+67.27 <br />EVCE: 404.84PROPOSED SOUTHDITCH FLOWLINE1170 LF, S=0.0040PROPOSED NORTHDITCH FLOWLINE440 LF, S=0.0020EVCS: 22+55.54 <br />EVCE: 406.39 WWWWWWWWWWSANSANSANSANSANSANSANSANSANSSDITCHDITCHDITCHSTMCROW RDEX ROWEX ROWEX P/L <br />EX P/L <br />EX P/L405405405405405405405405404404404403403 <br />403403404404404404404404404404 <br />403404404402403402403404402402403403403404MH-23STA: 24+19.27, 13.5' RRIM: 405.3124" IE IN (W) = 387.638" IE IN (S) = 389.5324" IE OUT (E) = 387.53422.3 LF 24" WW S=0.0022436.2 LF 24" WW S=0.0022PR TCE405405 <br />4044 <br />0 <br />4 <br />404 <br />40340340340440440440240240340240340340440440440 <br />4 <br />40440440340340440423+0024+0025+0026+0027+00PR STM ESMT401.27 IE401.40 IE402.05 IE402.18 IE401.37 IE401.80 IE401.37 IEPR DITCHFLOWLINEPR TOP BACKOF DITCHPR DITCHFLOWLINEPR TOP BACKOF DITCH23+0024+0025+0026+0027+00TAXLOT 170432000110028945 CROW RDTAXLOT 170432000540028896 CROW RDTAXLOT 170432000510028940 CROW RDTAXLOT 1704320005000NO SITE ADDRESSCO-14STA: 23+56.03, 23.3' RRIM: 406.516" IE IN (N) = 397.646" IE OUT (S) = 397.649.5 LF, S=1.0000CO-15STA: 24+19.27, 30.5' LRIM: 403.898" IE OUT (N) = 397.2244.0 LF, S=0.1748CO-16STA: 25+02.64, 23.5' RRIM: 403.006" IE IN (N) = 396.506" IE OUT (S) = 396.502.1 LF, S=0.0200TAXLOT 170432000090028931 CROW RDPROTECTLANDSCAPE ROCK7.9 LF, S=1.00004.5 LF, S=0.02004.7 LF, S=0.0200SEE SHEET E-13 FORDRIVEWAY DETAILSCROW ROAD CL PROFILE VIEW - STA. 22+50 - STA. 27+00SCALE: 1" = 40' (HORIZ.)1" = 10' (VERT.)CROW RD WW & STM PLAN <br />STA 22+50 TO STA 27+00C-225CONSTRUCTION NOTES:470-W-MHINSTALL CONCRETE WASTEWATERMANHOLE470-W-MH445-W1-24MATCHLINESTA. 27+00 SEE SHEETC-226 <br />MATCHLINE <br />STA. 22+50 <br />SEE SHEET <br />C-224PLAN VIEWSCALE: 1" = 40'445-W1-24UTILITY TO BE ADJUSTED BY OTHERS150-UAOGENERAL NOTES:1.SEE SIGNING AND STRIPING NOTES ON 'ST' SHEET SERIES.2.SEE TEMPORARY TRAFFIC CONTROL NOTES ON 'TC' SHEETSERIES.3.SEE CONSTRUCTION SITE MANAGEMENT PLAN NOTES ON'EC' SHEET SERIES.0102040SCALE: 1" = '40PROTECT EXISTING UTILITIES150-U150-UINSTALL 12" REINFORCED CONCRETESTORM DRAIN PIPE445-S2-12150-UAO150-UAOLEGENDPROPOSED POROUS ACPSEE TYPICAL SECTIONSPROPOSED IMPERVIOUS ACPSEE TYPICAL SECTIONSREMOVE PIPE310-P310-P310-PTAXLOT 170432000100028943 CROW RD150-UP1070-RRMREMOVE AND REPLACE MAILBOX1070-RRMDESCRIPTIONREV.PROJECT NO.DATE <br />DATE <br />SCALE <br />DESIGNED BY <br />DRAWN BY <br />CHECKED BY <br />BY <br />CITY OF <br />EUGENE, OREGON <br />DEPARTMENT OF PUBLIC WORKS <br />ENGINEERING DIVISIONP:\04-Salem\EUG (City of Eugene)\EUG-01 (11th Ave & Crow Road Utility Extension)\EUG01-DWGS\Sheets\EUG01-C-220-CROW ROAD SANITARY AND STORM PLAN.dwg Daniel Cicerchi 6/13/2025 2:12 PMMAY 2025 <br />900480 <br />11TH & CROW UTILITY EXTENSION <br />D. CICERCHI <br />B. BRAMAN <br />HHPR530 Center Street NE, Suite 240, Salem, OR 97301phone: 503.365.1131 www.hhpr.com fax: 503.221.1171HarperHouf PetersonRighellis Inc.E N G I N E E R S P L A N N E R SLANDSCAPE ARCHITECTS SURVEYORSAS SHOWN 150-UAOREMOVE AND REINSTALL DITCH ROCK SLOPERR-DRSRR-DRSCONST SINGLE MAILBOX SUPPORT1070-SMS1070-SMS1070-RRM1070-SMSCONST MULTIPLE MAILBOX SUPPORT1070-MMS1070-RRM1070-MMSINSTALL 24" PVC WASTEWATER PIPE445-W1-24445-S2-12310-P445-S2-12310-P445-CO-8445-CO-6445-CO-632 LF445-S2-12150-UAO43 LF62 LF445-W1-6445-W1-8445-W1-6INSTALL 6" PVC WASTEWATER PIPE445-W1-6INSTALL 8" PVC WASTEWATER PIPE445-W1-8INSTALL 6" CLEANOUT445-CO-6INSTALL 8" CLEANOUT445-CO-8445-DP445-DP445-DPDEEP CONNECTION445-DPPROPOSED AGGREGATE SURFACINGSEE TYPICAL SECTIONSPROPOSED ROADSIDE DITCHSEE TYPICAL SECTIONSEXISTING CULVERT PIPES TO BE PROTECTEDIN PLACE UNTIL CULVERT IMPROVEMENTSBEGIN DURING THE IN-WATER WORK WINDOW