Laserfiche WebLink
E)L <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 <br />Job Site Set Fire/Planning Set <br />Q <br />m <br />� <br />o <br />s <br />W <br />o <br />Lj_ <br />cr_ <br />Uj <br />W <br />LEGEND <br />o <br />CD <br />o <br />0 <br />N <br />CD <br />04 <br />0 <br />N <br />PROPOSED FEATURES- <br />HMA PAVEMENT <br />W <br />� <br />:Z. <br />6" MIN. DEPTH CONCRETE PAVEMENT <br />o 0 <br />4" MIN. DEPTH CONCRETE PAVEMENT <br />GRAVEL SURFACING <br />o <br />SEEDING <br />U) <br />M <br />Y <br />N <br />o <br />Z <br />00 <br />`D <br />CAST —IN —PLACE CURB AND GUTTER <br />_j <br />— — — — — — <br />GRADE BREAK <br />> <br />a <br />w <br />z 3 <br />o <br />; <br />W W <br />— — — — — — <br />LIMITS OF DISTURBANCE <br />a <br />w x <br />s <br />a L <br />GENERAL NOTES <br />{ <br />�F <br />1. <br />SEE SHEET COA FOR PROJECT NOTES RELATED TO <br />a <br />SURFACING. <br />o z <br />2. <br />DIMENSIONING, STATION AND OFFSET VALUES ARE TO THE <br />FACE OF CURB UNLESS OTHERWISE NOTED. <br />Q <br />aWi <br />3. <br />CONTRACTOR SHALL INSTALL MONUMENTS PER CITY OF <br />EVERETT STANDARDS. COORDINATE WITH CITY OF EVERETT <br />PUBLIC WORKS. <br />4. <br />TEMPORARY CONSTRUCTION EASEMENT REQUIRED PRIOR TO <br />CONSTRUCTION ON CITY OF EVERETT PROPERTY. COORDINATE <br />WITH CITY OF EVERETT REAL PROPERTY DIVISION. <br />. <br />C9 <br />Z <br />co <br />rn o <br />W <br />d h <br />et <br />,•, <br />KEYNOTES <br />_ <br />g N <br />ASPHALT PAVEMENT PER DETAIL Al/C2.4. <br />2 <br />CENTER LINE STRIPING PER DETAIL B3/C2.5 — TYPE "SKIP <br />06 <br />Uj <br />— — _ <br />NORTH <br />CENTER LINE (YELLOW)" <br />t!� <br />LIW <br />HORIZONTAL SCALE: 1„ =20 <br />HYDROSEED EROSION CONTROL GRASS PER SEEDING NOTES ON <br />W <br />20 0 20 40 <br />SHEET COA. <br />EXTEND SEEDING TO EDGE OF DISTURBED AREA. <br />■ <br />w <br />TYPE A CURB & SIDEWALK PER DETAIL D1/C2.4. <br />} <br />z <br />J <br />> <br />Lo <br />z V <br />0 LU <br />6 <br />TYPE A-1 CURB & GUTTER PER DETAIL A3/C2.4. <br />0D <br />0 <br />Q <br />U <br />In z <br />v- <br />14 a <br />7 <br />TYPE 1 DRIVEWAY RAMP PER DETAIL D3/C2.4. <br />a <br />a. <br />GRAVEL SURFACING TO BE 4" DEPTH CRUSHED SURFACING TOP <br />COURSE COMPACTED TO 95% MAXIMUM DENSITY. <br />/O/�� N <br />V <br /><C <br />F— Z w 0) <br />O J Q <br />3 <br />U) <br />h <br />_ <br />H <br />0 <br />m <br />ti <br />H _ 0 <br />z <br />U <br />F_ <br />M <br />o <br />Cj) 0 J <br />Z 0 <br />Z <br />LL <br />W <br />p mo <br />U <br />Q <br />a <br />w <br />W <br />a <br />1"_ <br />z <br />W <br />M <br />W <br />Z <br />O <br />J <br />a— <br />ICE Z <br />= W <br />W W v- <br />Z <br />aC Q <br />U <br />0 <br />1— <br />W w �C <br />a. <br />_ 0 <br />SHEET NO. <br />IC2.■2 <br />• Call 811 <br />PROJECT NO. <br />• ® two business days <br />17754 <br />before you dig <br />