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ROADWAY SECTION WITH SIDEWALK <br />SCALE: 1"=20' <br />30 <br />25 <br />1 20 <br />iN <br />SDMH-7, TYPE 2-84" <br />RIM:17.67 <br />IE:9.41 48" IN <br />IE:10.13 21" IN (FROM ONSITE) <br />IE:9.41 48" OUT <br />W/SOLID COVER <br />STA:14+32.57, 1.82 R <br />SDMH-6, TYPE 2-84" <br />RIM:17.37 <br />IE:9.33 48" IN <br />IE:13.51 12" IN <br />IE:9.33 48 OUT <br />W/SOLID COVER <br />STA:14+57.02. 6.77 R <br />30 <br />25 <br />20 �„ � <br />Permit #: PW1809-013 <br />Site Address: 2320 RAILWAY AVE <br />Owner: ERT LLC <br />App. Date: 9/10/2018 <br />Description: CONSTRUCTION OF RAILWAY AVE ROAD <br />AND UTILITY IMPROVEMENTS <br />Reviewed By: Date: <br />Office Set Job Site Set Fire/Planning Set <br />cn <br />o <br />m <br />w <br />> <br />w <br />� <br />o <br />U_ <br />W <br />w <br />O <br />w <br />U) <br />LEGEND <br />CD <br />CD <br />PROPOSED FEATURES- <br />0 <br />N <br />� <br />N <br />HMA PAVEMENT <br />5: <br />U") <br />0 <br />6" MIN. DEPTH CONCRETE PAVEMENT <br />4" MIN. DEPTH CONCRETE PAVEMENT <br />00 <br />SDUj <br />STORM DRAIN PIPE <br />o <br />0 <br />U <br />- - - - - - <br />GRADE BREAK <br />Q' <br />N <br />oo <br />Z <br />¢ <br />LIMIT OF GRADING <br />_I <br />> <br />W o <br />o <br />15- <br />MAJOR CONTOUR <br />Q <br />Z <br />V) <br />wn <br />w J <br />o v <br />o V)i <br />14 <br />MINOR CONTOUR <br />TYPE 1 CATCH BASIN <br />0 <br />0 <br />TYPE 2 CATCH BASIN�� <br />10 W jj <br />FILTERRA <br />P �y <br />TC <br />TOP OF CURBcs <br />o <br />BC <br />BOTTOM OF CURB <br />_j <br />w <br />TIP <br />TOP OF PAVEMENT. <br />U) <br />EP <br />EDGE OF PAVEMENT <br />GENERAL NOTES <br />Z <br />00 <br />1. <br />SEE SHEET C0.1 FOR PROJECT NOTES RELATED TO GRADING <br />J <br />Z <br />> <br />0 <br />4 <br />`� <br />E <br />AND DRAINAGE. <br />z <br />N <br />2 <br />O <br />N <br />y <br />2. <br />SPOT ELEVATIONS ARE AT EDGE OF PAVEMENT, BOTTOM OF <br />CURB, OR FLOWLINE UNLESS <br />T� <br />�/� <br />■ <br />d <br />� <br />U. <br />a <br />r, <br />OTHERWISE NOTED. <br />-i <br />3. <br />ALL CATCH BASINS SHALL BE PRE -CAST CONCRETE AND <br />06 <br />Uj <br />Q <br />- <br />- <br />NORTH <br />SHALL CONFORM TO THE APPLICABLE SPECIFICATIONS ON <br />y <br />SHEET CO.1 AND INSTALLED PER DETAILS C1 /C3.6 AND <br />W <br />U <br />�, <br />y <br />HORIZONTAL SCALE: 1"=20' <br />B1/C3.7. <br />W <br />20 0 20 40 <br />4. <br />STORM DRAIN PIPE TRENCH EXCAVATION AND BACKFILL PER <br />z <br />F- <br />N <br />N <br />Ce <br />v <br />r <br />DETAIL A2/C3.6. <br />■ <br />W <br />N <br />5. <br />INSTALL FRAME AND SOLID COVER PER DETAIL D3/C3.7. <br />m <br />z <br />J <br />5;0 <br />z <br />6. <br />ALL FILTERRA UNITS SHALL BE FILTERRA INTERNAL BYPASS <br />W <br />a <br />V <br />co <br />i <br />a <br />CURB WITH CHAMBER (FTIBC-C) PER DETAILS C3/C3.6 AND <br />W <br />B3/C3.8. SIZE NOTED ON PLAN. CARE SHALL BE TAKEN TO <br />C <br />ENSURE ALIGNMENT OF THE INLET OPENING WITH THE <br />FLOWLINE <br />7. <br />PROVIDE INLET PROTECTION AT FILTERRA CURB INLETS UNTIL <br />STREET, CURB/GUTTER, AND SIDEWALKS ARE PAVED. <br />ULTRATECH 9320, ULTRA GUTTER GUARD, 9" DIA X 8' L. <br />8. <br />TEMPORARY CONSTRUCTION EASEMENT REQUIRED PRIOR TO <br />F- <br />CONSTRUCTION ON CITY OF EVERETT PROPERTY, COORDINATE <br />00 <br />WITH CITY OF EVERETT REAL PROPERTY DIVISION. <br />Q <br />= <br />1 <br />12+00 12+20 12+40 12+60 12+80 13+00 <br />13+20 13+ 40 13+60 13+80 14+00 14+20 14+40 14+60 14+80 15+00 15+20 15+40 15+60 15+80 1540 <br />n <br />CONSTRUCTION CENTERLINE <br />HORIZONTAL SCALE: 1"=20' <br />0 <br />3 <br />20 0 20 40 <br />GRADING AND DRAINAGE PROFILE <br />all 811 <br />SCALE:1"=20' <br />5 0 5 10 <br />VERTICAL SCALE: 1"=5' <br />0 business days <br />E <br />fore you dig <br />Z <br />J <br />Q <br />0 <br />d- <br />W <br />Ory <br />o <br />m <br />LO <br />F <br />a:_ <br />o <br />Z <br />� <br />J <br />o <br />O <br />CO <br />m <br />C) <br />o <br />Vw <br />a <br />0- <br />0. <br />Z <br />Z Q <br />W J <br />M a <br />> W <br />� Q <br />S� <br />9 <br />=:)W <br />W Z J <br />Q QL <br />>— z W <br />w <br />w a- 0 OIL <br />o JW W �0 <br />= a r17 <br />cZ j�Q <br />SHEET NO.� <br />C3.2 <br />PROJECT NO. <br />754 <br />