WWWWWWWWWWSANSANSANSANSANSANSANSANSANSSDITCHDITCHDITCHSTM23+0024+0025+0026+0027+00CROW RD405 405405405405405405 <br />4044 <br />0 <br />4404 404 <br />40340340340340440440440140240240240240340240340340340440440340340340340340340340340440440440440 <br />4 <br />4044044 <br />0 <br />2 <br />403403403403404403403 404404404404EX ROWEX ROWEX P/L <br />EX P/L <br />EX P/L <br />EX P/L <br />EX P/LEX WETLAND BOUNDARYEX WETLAND BOUNDARYORDINARY HIGH WATERMARK (OHWM) PER WETLANDDETERMINATIONDITCH XING (FG = 401.62)4-6" 45° VERT. BEND, MJPROPOSED TOP OF 6"WATER (MIN) = 398.12STA 24+211-12"x6" TEE, FLG2-12" GV, MJxFLG1-6" GV FLGxMJ3-VALVE BOX ASSEMBLIESPR STM ESMTTAXLOT 170432000110028945 CROW RDTAXLOT 170432000100028943 CROW RDTAXLOT 170432000090028931 CROW RDTAXLOT 170432000540028896 CROW RDTAXLOT 170432000510028940 CROW RDTAXLOT 1704320005000NO SITE ADDRESSPR TCE21+0022+0023+0024+0025+00PR 24" PVCPR 12" DUCTILEEX 12" HP STEEL38438638839039239439639840040240440640841038438638839039239439639840040240440640841021+0021+5022+0022+5023+0023+5024+0024+5025+0025+50EX 24" STM XINGIE = 400.24EX 24" STM XINGIE = 400.08EXISTING GROUND AT C/L OF PIPESTA 22+50IE EL 399.0542" MIN.IE EL 399.02IE EL 399.98FINISHED GROUND AT C/L OF PIPESTA 22+05IE EL 398.99STA 21+42IE EL 392.00STA 21+49IE EL 398.92PROPOSED FIREHYDRANT ASSEMBLYCONNECTION12" DIEX TELE XING <br />STA 22+12IE EL 392.0024" STEEL CASINGSEE SHEET 10 FOR DETAILS2.5'PR BOX CULVERTPR 8" WWLAT XINGIE EL 393.35PLAN VIEWSCALE: 1" = 40'MATCHLINESTA. 25+50 SEE SHEETC-206 <br />0102040SCALE: 1" = '40CROW RD WATER PLAN <br />STA 21+00 TO STA 25+50C-205MATCHLINE <br />STA. 21+00 <br />SEE SHEET <br />C-204WATER CL PROFILE - STA. 21+00 - STA. 25+50SCALE: 1" = 40' (HORIZ.)1" = 5' (VERT.)CONSTRUCTION NOTES:INSTALL 12" CLASS 50 ZINC COATED DI WATERMAIN POLYWRAPPED WITH RESTRAINED JOINTS1140-W11160-FHINSTALL FIRE HYDRANT ASSEMBLYPER STD DWG WC801160-FHGENERAL 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.4.5' CLEAR SPACE REQUIRED AROUND ALL FIRE HYDRANTS.UTILITY TO BE ADJUSTED BY OTHERS150-UAODESCRIPTIONREV.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-200-CROW ROAD WATERLINE AND PROFILE PLAN.dwg Daniel Cicerchi 6/13/2025 2:08 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 SHOWNEWEB WORK ORDER NO.DATE:DWG NO:REVPROJECT SHEET NO:SCALE:INFORMATION SHOWN IS FOR EWEB USE ONLY AND IS NOT WARRANTED TO BE ACCURATE FOR UNINTENDED PURPOSES.2500136AS SHOWNAS SHOWN41082WATER DISTRIBUTIONWATER MAIN EXTENSION11TH & CROW UTILITY EXTENSIONEUGENE, OREGONAS SHOWN---150-UPPROTECT PROPOSED UTILITIES150-UP150-UAO450 LF1140-W1