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1 <br />L <br />1. RAISED PORTION SHALL BE HOT PLACE RAISED <br />MIX ASPHALT PLACED AS A PORTION OF ASPHALT 18" <br />PART OF THE ROAD PAVEMENT AS PART OF THE ®�® <br />PAVEMENT I <br />2. CURBS TO BE ASPHALT <br />A CONCRETE PAVEMENT PER i <br />SPECIFICATIONS <br />SLOPE PER PLANS <br />RE <br />a <br />PLACE 4" WIDE x 1/8" DEEP <br />SQUEEQEE FORMED HOT POURED <br />RUBBERIZED ASPHALT OVERBAND <br />JOINT SEAL (WSDOT 9-04.10 OR <br />APPROVED EQUAL), TYP. <br />ADJACENT <br />SURFACING <br />SAW CUT SMOOTH VERTICAL JOINT. <br />PER PLAN <br />APPLY ASPHALT TACK COAT TO <br />ALL THOROUGHLY CLEANED <br />EXPOSED PAVEMENT SURFACES <br />IMMEDIATELY PRIOR TO PAVING.---,, <br />6„ <br />, <br />SCALE: N.T.S. <br />r PROPOSED ASPHALT <br />;g WEDGE CURB <br />ASPHALT CURB TRANSITION <br />' FROM CURB AND GUTTER TO <br />T ASPHALT WEDGE CURB <br />th <br />x FLOWLINE ALIGNMENT SHALL BE <br />x MAINTAINED THROUGHOUT TRANSITION <br />AND INTO ASPHALT WEDGE CURB <br />TEW <br />ga <br />ss "sS F irk h f'S <br />x PROPOSED CONCRETE <br />y CURB AND GUTTER <br />s av <br />a <br />CONCRETE <br />I <br />SCALE: �HAL�TW�EDG�EC�URB <br />SCALE: N.T.S. <br />2 <br />I <br />MILL AND FILL 2" AND REPLACE <br />AS PART OF NEW PAVEMENT <br />NOTE TO CONTRACTOR: FOR CURRENT CITY STANDARD DRAWINGS, VISIT <br />SAWCUT EDGE OF EXISTING https://everettwa.gov/1531/design—construction—standards, AS CITY <br />PAVEMENT AS SHOWN ON THE STANDARDS ARE UPDATED FREQUENTLY. STANDARD DRAWINGS INCLUDED <br />SURFACING PLAN TO FULL HEREIN SHALL BE FOR REFERENCE ONLY. ALL CONSTRUCTION SHALL BE <br />DEPTH OF ASPHALT TO A PER CURRENT CITY STANDARDS AT THE TIME OF CONSTRUCTION. <br />CLEAN UNYIELDING EDGE. <br />6"-12" <br />la � <br />PROPOSED ASPHALT <br />WEDGE CURB <br />ASPHALT WEDGE CURB SHALL TRANSITION FROM <br />A HEIGHT OF 0" TO 4" OVER 10' AT POINT` OF <br />TRANSITION IDENTIFIED PER PLAN r <br />h <br />£.... d'. <br />g <br />PROPOSED ASPHALT <br />PROPOSED GRAVEL <br />SHOULDER <br />ASPHALT WEDGE CURB TRANSITION <br />SCALE: N.T.S. <br />— NON —VEGETATION ZONE (GRAVEL SHOULDER) <br />1.0' 2.0' <br />GRASS STRIP <br />EDGE OF <br />PAVEMENT GRASS <br />1.0' <br />g 15% OR <br />. ` £fig, <br />3 t : �� FLATTER <br />2" MIN. <br />>' .x . SkOP <br />UP, <br />1V 4" live <br />3 MEDIUM COMPOST �) A,, <br />BLANKET M <br />eraPt7v TnQ nr I CN <br />TYPE 2W <br />(WHITE, ONE SIDE, ARTERIAL STREETS ONLY) <br />10, <br />STRIPE 30' OAP <br />40' <br />LANE LIME (WHITE) <br />E) <br />10' <br />STRIPES <br />- LANE WIDTH <br />MEASUREMENT POINT <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 />Dote: <br />Office Set Job Site Set Fire/Planning Set <br />M <br />NOTES <br />1. REFERENCES SEE STANDARD DRAWING 722 <br />2. MATERIAL THICKNESS SHALL BE PER STANDARD <br />SPECIFICATIONS 8-22. <br />3. UNLESS CALLED FOR IN THE PLANS, RAISED <br />PAVEMENT MARKERS SHALL ONLY RE <br />INSTALLED ON ARTERIAL STREETS. <br />co <br />0 <br />F— <br />LU <br />[sd <br />W <br />Q <br />w.. - <br />F <br />W W <br />is <br />Q. <br />SHEET NO. <br />C2.5 <br />Call 811 <br />PROJECT NO. <br />®tWo business days <br />17754 <br />before you dig <br />