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SDMH-2 <br />w <br />44 <br />�D ;;•1 SDy f _ <br />26+40 ti <br />/ RELOCATE EXISTING CONCRETE DEBRIS STOCK PILE TO � <br />,� r ONE SIDE OF EXCAVATION AREA TO PROVIDE AREA Q <br />s SUITABLE FOR-E3E£AVATION'AND BACKFILLING OPERATLONS. <br />n <br />s .. <br />f <br />1 <br />t w <br />-V J <br />�Y <br />y i <br />l <br />IN <br />IRLA <br />60" <br />37©LF. r <br />.3.PPEP <br />+00 <br />C± SD 29+0 `.. �s J ��� SDMH-1 <br />"'- <br />___ _... -D1N <br />i RIIv9=18.02' <br />� � =54 , ��" 0P <br />1 GPP <br />IE(NE)-3.46 <br />W'' _ APPROXIMATE LIMITS OF CONCRETE <br />C 0 <br />DEBRIS STOCKPILE VERIFY IN FIELD. OBTAIN TEMPORARY �•.�% <br />CONSTRUCTION EASEMENT, <br />W SEE NOTE 7, THIS SHEET \ > <br />N42' 33' 27.86"E ' <br />106.50 <br />3 <br />- f <br />OUI,FAI_t, 350" Gt P <br />/ NORTH <br />GRADING AND DRAINAGE PLAN HORIZONTAL SCALE: 1"=20' <br />SCALE: 1"=20' 20 0 20 40 <br />I Now <br />30 <br />25 <br />d' <br />M <br />20 <br />W <br />Uj <br />W 15 <br />Y W <br />Z_ <br />JT <br />a i <br />10 <br />Q <br />0 <br />5 <br />v <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: <br />Date: <br />30 <br />25 <br />20 <br />15 <br />10 <br />5 <br />Z5+4u ZS+bU Z5+bu Zb+UU Zb+'ZU Zb+4U Zb+bU Zb+bU Z/+UU Z/+ZU Z/+4u Z/+bU 2/+8u Z8+00 28+20 28+40 28+60 28+80 29+00 29+20 29+40 29+60 29+80 30+00 30+20 30+40 30+60 <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 />Office Set Job Site Set Fire/Planning Set a <br />M <br />m <br />m <br />W <br />Qf <br />w <br />o <br />c� <br />V) <br />LEGEND o <br />PROPOSED FEATURES- <br />N N (n <br />HMA PAVEMENT o 0 <br />6" MIN. DEPTH CONCRETE PAVEMENT <br />4" MIN. DEPTH CONCRETE PAVEMENT 00 <br />SD STORM DRAIN PIPE N IM 1'1= 0 <br />ZGRADE BREAK Cn <br />LIMIT OF GRADING > W o <br />°w' ~a v <br />15-- MAJOR CONTOUR a < s <br />a o v a <br />14 MINOR CONTOUR <br />TYPE 1 CATCH BASIN <br />TYPE 2 CATCH BASIN <br />,r � <br />FILTERRA <br />TC TOP OF CURB 1, o <br />BC BOTTOM OF CURB _j <br />TP TOP OF PAVEMENT. (n <br />EP EDGE OF PAVEMENT <br />EX EXISTING <br />GENERAL NOTES <br />1. SEE SHEET COA FOR PROJECT NOTES RELATED TO GRADING J Z > <br />AND DRAINAGE. J _ N 0 <br />N <br />2. SPOT ELEVATIONS ARE AT EDGE OF PAVEMENT, BOTTOM OF T� ■ Q d <br />CURB, OR FLOWLINE UNLESS OTHERWISE NOTED. <br />J r <br />3. ALL CATCH BASINS SHALL BE PRE -CAST CONCRETE AND od <br />SHALL CONFORM TO THE APPLICABLE SPECIFICATIONS ON Uj n <br />SHEET CO.1 AND INSTALLED PER DETAILS C1/C3.6 AND W V <br />61 /c3.7. Z M <br />4. STORM DRAIN PIPE TRENCH EXCAVATION AND BACKFILL PER N W v <br />DETAIL A2/C3.6. 0 ■ Uj <br />P <br />~ N � <br />Z <br />5. INSTALL FRAME AND SOLID COVER PER DETAIL D3/C3.7. j v W <br />in Z <br />Q Uj P <br />w V COd <br />6. RESTORE EXISTING GRADES WHERE DISTURBED AND a a <br />HYDROSEED DISTURBED AREA WITH EROSION CONTROL GRASS W <br />PER SEEDING NOTES ON COA. a <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 />U <br />� <br />N <br />�C <br />i-- <br />z <br />W <br />0) <br />O <br />Q <br />�P <br />.W <br />1— <br />0 <br />o <br />_ <br />LO <br />_ <br />0 <br />�-W--- <br />Z <br />� <br />Z <br />U <br />CO <br />Z <br />O) <br />� <br />F— <br />Z <br />o <br />0 <br />m <br />o <br />a <br />UW <br />4 <br />a <br />W <br />a <br />H z <br />W j <br />CL <br />W LU <br />O <br />cc 0— <br />Z <br />M L 9 <br />W � <br />W6510 z j <br />Q z LL <br /><CL W Z W <br />� �Da <br />aQ> w�Z <br />x ♦♦nn <br />SHEET NO. <br />C3,5 <br />PROJECT NO. <br />Ebwe(lfore <br />all 811 <br />business days 17754 you dig <br />