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30 <br />25 <br />20 <br />15 <br />— <br />I <br />_ <br />10 <br />5 <br />0 <br />SDMH-3, TYPE 2-96" <br />RIM:15.95 <br />IE6.78 60" IN <br />IE:6.78 60" OUT <br />W/SOLID COVER <br />STA:22+70.74, 0.00 <br />AMR <br />I i Z <br />1m®I <br />30 <br />25 <br />20 <br />15 <br />10 <br />5 <br />LItVU L!_rZu LI'tItU Li-I-4U LItaU LL+UU LL+ZU LZ+4U ZZ+bU ZZ+bu Z,S+UU Z3+ZU Z3+40 23+60 23+80 24+00 24+20 24+40 24+60 24+80 25+00 25+20 25+40 <br />CONSTRUCTION CENTERLINE <br />HORIZONTAL SCALE: 1 "=20' <br />20 0 20 40 <br />GRADING AND DRAINAGE PROFILE 5 0 5 10 <br />SCALE:1"=20' VERTICAL SCALE: 1"=5' <br />Permit #: <br />PW1809-013 <br />Site Address: <br />2320 RAILWAY AVE <br />Owner: <br />ERT LLC <br />App. Date: <br />9/10/2018 <br />Description: <br />CONSTRUCTION OF RAILWAY AVE ROAD <br />AND UTILITY IMPROVEMENTS <br />Reviewed By: Date: <br />Office Set Job Site Set Fire/Planning Set <br />M <br />m <br />� <br />o <br />m <br />� <br />w <br />�i <br />O <br />w <br />I.� <br />w <br />o <br />Lnn <br />U <br />� <br />LEGEND <br />Q <br />N <br />PROPOSED FEATURES- <br />N <br />N <br />O <br />N <br />HMA PAVEMENT <br />N <br />o <br />a <br />6" MIN. DEPTH CONCRETE PAVEMENT <br />4" MIN. DEPTH CONCRETE PAVEMENT <br />00 <br />SD STORM DRAIN PIPE <br />�, <br />m <br />-, <br />oN <br />0 <br />o <br />— — — — — — GRADE BREAK <br />i <br />Y <br />Y <br />N <br />co <br />z <br />Q <br />J <br />o <br />LIMIT OF GRADING <br />> <br />o <br />0 <br />15-- MAJOR CONTOUR <br />a <br />Q <br />0 <br />0 <br />U <br />W <br />a <br />En <br />O <br />14 MINOR CONTOUR <br />Q TYPE 1 CATCH BASIN <br />TYPE 2 CATCH BASIN <br />0 W <br />FILTERRA <br />TC TOP OF CURB <br />�oWE- <br />21 o <br />M � o <br />BC BOTTOM OF CURB <br />41 <br />�w <br />w <br />TP TOP OF PAVEMENT. <br />EP EDGE OF PAVEMENT <br />GENERAL NOTES <br />z <br />00 <br />r <br />U <br />�4 <br />1. SEE SHEET C0.1 FOR PROJECT NOTES RELATED TO GRADING <br />J <br />Z <br />> <br />AND DRAINAGE. <br />_ <br />N <br />2. SPOT ELEVATIONS ARE AT EDGE OF PAVEMENT, BOTTOM OF <br />a <br />"- <br />a <br />CURB, OR FLOWLINE UNLESS OTHERWISE NOTED. <br />■1 <br />m <br />3. ALL CATCH BASINS SHALL BE PRE -CAST CONCRETE AND <br />06— <br />— <br />W <br />SHALL CONFORM TO THE APPLICABLE SPECIFICATIONS ON <br />y <br />SHEET CO.1 AND INSTALLED PER DETAILS C1/C3.6 AND <br />CO) <br />W <br />B1/C3.7. <br />z <br />4. STORM DRAIN PIPE TRENCH EXCAVATION AND BACKFILL PER <br />I " <br />cc <br />N <br />v <br />DETAIL A2%C3.6. <br />■ <br />UJI <br />z <br />N <br />z <br />! <br />5. INSTALL FRAME AND SOLID COVER PER DETAIL D3/C3.7. <br />' <br />w <br />W <br />z <br />6. RESTORE EXISTING GRADES WHERE DISTURBED AND <br />W <br />00 <br />_ <br />a <br />HYDROSEED DISTURBED AREA WITH EROSION CONTROL GRASS <br />CL <br />W <br />PER SEEDING NOTES ON C0.1. <br />(L <br />7. TEMPORARY CONSTRUCTION EASEMENT REQUIRED PRIOR TO <br />CONSTRUCTION ON CITY OF EVERETT PROPERTY. COORDINATE <br />WITH CITY OF EVERETT REAL PROPERTY DIVISION. <br />KEYNOTES <br />0 <br />o <br />THE LOCATION OF SDMH-3 IS DEPENDENT ON THE PLANNED <br />j <br />DEVELOPMENT OF THE ADJACENT PROPERTY OWNED BY <br />I—' <br />z <br />W <br />�. <br />INTERWEST CONSTRUCTION CO. PRIOR TO INSTALLATION OF <br />Cl)O <br />J <br />QLO <br />SDMH-3, CONTRACTOR SHALL RECEIVE CONFIRMATION OF <br />W <br />!e <br />: <br />n <br />LOCATION FROM ENGINEER. <br />� <br />� <br />O <br />p <br />a: <br />U <br />m <br />O <br />Z <br />M <br />Z <br />� <br />< <br />o <br />z <br />O <br />t0 <br />LL' <br />m <br />Z <br />O <br />to <br />W <br />U <br />a <br />W <br />a <br />F <br />z <br />z <br /><t <br />W <br />.j <br />M <br />CL <br />�' <br />O <br />W <br />� <br />� <br />(L <br />Q <br />Z <br />Wcc <br />a <br />z > <br />❑ W <br />W <br />Q J <br />�- <br />.Q ( � <br />00 <br />Z W <br />F ❑ CL <br />o <br />W Wa❑ <br />SHEET NO.� <br />C3.4 <br />r <br />reyn Call 811 <br />PROJECT N0. � <br />(6111 ® two business days754 <br />11011111, 0 <br />, 07 before you dig <br />