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■A A'r^"l 1kI1-_! C►CC <br />1 30 <br />125 <br />120 <br />115 <br />110 <br />. 5 <br />° 6+80 7+00 7+20 7+40 <br />CONSTRUCTION CENTERLINE <br />7+60 7+80 8+00 8+20 8+40 8+60 8+80 9+00 9+20 9+40 9+60 9+80 <br />GRADING AND DRAINAGE PROFILE <br />SCALE:1"=20' <br />10+00 10+20 10+40 10+60 10+80 11 +00 11 +20 <br />30 <br />491 <br />co <br />11+40 11+60 11+80 12+60 <br />HORIZONTAL SCALE: 1 "=20' <br />20 0 20 40 <br />5 0 5 10 <br />VERTICAL SCALE: 1 "=5' <br />LEGEND <br />PROPOSED FEATURES- <br />HMA PAVEMENT <br />6" MIN. DEPTH CONCRETE PAVEMENT <br />4" MIN. DEPTH CONCRETE PAVEMENT <br />SD <br />STORM DRAIN PIPE <br />- — — - — -- <br />GRADE BREAK <br />LIMIT OF GRADING <br />15— <br />MAJOR CONTOUR <br />14 <br />MINOR CONTOUR <br />TYPE 1 CATCH BASIN <br />TYPE 2 CATCH BASIN <br />FILTERRA <br />TC <br />TOP OF CURB <br />BC <br />BOTTOM OF CURB <br />TP <br />TOP OF PAVEMENT. <br />EP <br />EDGE OF PAVEMENT <br />m <br />w <br />w <br />w <br />Cs <br />U <br />r; <br />a: <br />0 <br />w <br />V) <br />v> <br />o <br />(A <br />m <br />O <br />N <br />C) <br />00 <br />0 <br />o- <br />� <br />cn <br />°0 <br />-� <br />o <br />> <br />Z <br />Y <br />N <br />Y <br />00 <br />Q <br />N <br />C) <br />J <br />w <br />o <br />z <br />w <br />w <br />o <br />a <br />< o <br />o <br />v <br />a <br />V) <br />\ <br />cq <br />� dty <br />� ' ®4o� <br />a <br />GENERAL NOTES <br />Z <br />c <br />V�Q <br />1. <br />SEE SHEET CO.1 FOR PROJECT NOTES RELATED TO GRADING <br />J <br />Z <br />> <br />AND DRAINAGE. <br />0 <br />2. <br />SPOT ELEVATIONS ARE AT EDGE OF PAVEMENT, BOTTOM OF <br />T� <br />■ <br />Q <br />�q <br />d <br />CURB, OR FLOWLINE UNLESS OTHERWISE NOTED. <br />i <br />" <br />a, <br />3. <br />ALL CATCH BASINS SHALL BE PRE -CAST CONCRETE AND <br />li <br />9 <br />— <br />— <br />1' <br />- <br />s <br />W <br />SHALL CONFORM TO THE APPLICABLE SPECIFICATIONS ON <br />SHEET C0.1 AND INSTALLED PER DETAILS C1 /C3.6 AND <br />W <br />B1 /C3.7. <br />z4. <br />STORM DRAIN PIPE TRENCH EXCAVATION AND BACKFILL PER <br />a <br />DETAIL A2/C3.6. <br />■ <br />s <br />J <br />W <br />5. <br />INSTALL FRAME AND BEEHIVE GRATE PER DETAILS B3/C3.7 <br />; <br />5;I <br />z <br />AND D1/C3.7. <br />� <br />V <br />c <br />_ <br />6. <br />INSTALL FRAME AND SOLID COVER PER DETAIL D3/C3.7. <br />Uj <br />a <br />7. <br />ALL FILTERRA UNITS SHALL BE FILTERRA INTERNAL BYPASS <br />CURB WITH CHAMBER (FTIBC-C) PER DETAILS C3/C3.6 AND <br />B3/C3.8. SIZE NOTED ON PLAN. CARE SHALL BE TAKEN TO <br />ENSURE ALIGNMENT OF THE INLET OPENING WITH THE <br />FLOWLINE. <br />8. <br />PROVIDE INLET PROTECTION AT FILTERRA CURB INLETS UNTIL <br />STREET, CURB/GUTTER, AND SIDEWALKS ARE PAVED. <br />O <br />0 <br />M <br />ULTRATECH 9320, ULTRA GUTTER GUARD, 9" DIA X 8' L. <br />U <br />0 <br />9. <br />ADJUST FRAMES OF EXISTING UTILITY COVERS AS NECESSARY <br />co <br />Z <br />> <br />TO MATCH THE FINISH GRADE. <br />O <br />10. <br />TEMPORARY CONSTRUCTION EASEMENT REQUIRED PRIOR TO <br />m <br />., <br />0 <br />r j <br />CONSTRUCTION ON CITY OF EVERETT PROPERTY. COORDINATE <br />U <br />z <br />r. <br />WITH CITY OF EVERETT REAL PROPERTY DIVISION. <br />W <br />= <br />J <br />0 <br />0 <br />en <br />0 <br />Z <br />-1 <br />Q <br />H <br />co <br />M <br />M <br />0 <br />N <br />o Z to w Z <br />O m <br />w <br />Of U <br />a <br />w <br />w <br />a <br />Z <br />W Q <br />J <br />� a <br />w w <br />O � <br />0 <br />(L � <br />m L 9 <br />=W <br />W W Z J <br />Q Z LL. <br />00 <br />Q0 ZaFo <br />JW W� <br />a j �� C'3Q <br />SHEET NO. <br />C3.1 <br />GaII 811 PROJECT N0. <br />• ® two business days 17754 <br />before you dig <br />