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HomeMy WebLinkAboutPlan, Tentative APPLICANT 6/23/2022copyright 0 2016 Branch Engineering, Inc. C`n LILA x'• x 33. 5' .' �7 )s 4J,� TL 903 61646 X X" 5153U BENCHMARK JR IP ELEIwAnoNS ARE BASED ON RTK GPS OBSERVARONS TAKEN ON DEC 13, 2021 ajj%oh .. USING ME OREGON ff&-T fME GEODERC ND"K AND GEOID 12A(NAV088) E16 I N E` I NG %c: K r NOTES Since 1977 1, LOCATIONS OF UNDERGROUND UTIUTIES SHOWN ARE BASED ON A COI+ mAnoN OF VISIBLE FAGIUTIES LOCATED ABOVE' GROUND, AS --BUILT civil * transportation DRAWINGS AND UTILITY LOCATE IWARKS NO CERTIFICATION IS MADE TO structural ® geotechnical ACTUAL L.00A77ON OF UNDERGROUND UTILITIES SURV EYING 2. ALL DISTANCES SHOWN ARE IN FEET. 310 5th Street Springfield, OR 97477 3: BEARINGS BASED ON OREGON COORDINATE REFERENCE SYSTEM - EUGENE p: 541.746.0637 PR�C71ON 2 r - 1 www. gineering.cf}m � r a rf C h E rt SOILS SOIL TYPE.- COBURG--URBAN LAND COMPLEX - LOAMY ALLUVIUM OVER CLAYEY AL LUWUM "- HYDROLOGIC SOIL GROUP e - LIM177NG DRAINAGE CAPACITY TABLE ABOUT BETWEEN 0.20 AND .0.57 INCHES PER HOUR DEPTH TO WATER bT,,� 18-30 INCHES. (BASED ON DATA FROM THE NATURAL RESOURCES �\ G i l% � CONSERVA17ON SERVICE,}, 32PE SITE AssESSMENT OREGON ��C.2 1. No 100 --YEAR FLOODPLAIN OR F"LOODWAY BOUNDARIES ON THE SITE �,r'� 1 1%, c� 2. TOTZ = 99 -YEARS PA A EXPIRES: DECEMBER 31, 2022 X 3501 project title;