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i <br />,8 <br />ri <br />a <br />A 'g <br />.. . 5 � vk ^z,.. ...... :.. rx.r. r. ,,.. �•-. h su < rv. 4... ,. ,,. ". _.. 'i... ..x ,£` .. ,. � . a .. ... # -e .. <br />��. .' f ,.T. •. . ^*`M .s- � , xZ, , , ., ,. e �•m "s .. , .. , .- „ . t .: ,�L`_ e s 'w. r�i :t <br />- zi::.... ..,...•`. ., ';r=�....,-"si'y.l a3 Yi+ � .T :a.' xe .,ux,z ,u emu.. „s _ <br />w <br />, <br />.a: M _ <br />NOT TO SCALE <br />Know what's below. <br />CE111 before <br />E> <br />EXIST <br />CURB <br />SECTION A -A <br />USING TYPE A-1 CURB <br />A.9 <br />:NOTES <br />1. EQUALS WIDTH OF DRIVEWAY AT PROPERTY LINE. <br />2. 3/8' WIDE FULL DEPTH EXPANSION JOINT. <br />3, 3/8"" WIDE FULL; DEPTH EXPANSION JOINT IF <br />NOTE I ABOVE IS 15' OR GREATER. <br />4. WITHIN THE CITY RIGHT-OF-WAY THE DRIVEWAY <br />SHALL BE SURFACED WITH ASPHALT OR <br />CONCRETE. <br />S. THE DRIVEWAY RAMP INCLUDING WING RAMPS <br />SHALL BE CONCRETE COMMERCIAL MIX AS <br />CALLED OUT IN WSDOT 5TANDARD <br />SPECIFICATIONS, A MIN OF 6" THICK AND PLACED <br />ON A MINIMUM OF 2`° CRUSHED SURFACING <br />BASE COURSE COMPACTED TO 95° MAXIMUM <br />DENSITY, <br />6. MAINTAIN 1/2" LIP AT GUTTER, <br />EXIST MONOLITHIC <br />CURB AND SW <br />SURFACING �p <br />SECTION -13 BASE COURSE <br />USING MONOLITHIC CURB & SW <br />FINAL JOINT MUST <br />BE SAWCUT <br />EXISTING ASPHALT <br />CONCRETE -�� ASPHALT CONCRETE {2" MIN) <br />TO MATCH EXISTING THICKNESS <br />EXISTING CEMENT <br />CONCRETE <br />6" MIN ' , a #; SAWCUT OR LINE DRILL UNDERLYING CONCRETE <br />MIN CEMENT CONCRETE TO <br />�I MATCH EXISTING THICKNESS <br />6" MIN CRUSHED SURFACING TOP COURSE <br />3 <br />SEE STANDARD DRAWING 61 <br />EXISTING ASPHALT CONCRETE OVER CEMENT CONCRETE <br />FINAL JOINT MUST <br />BE SAWCUT <br />EXISTING ASPHALT ASPHALT CONCRETE (B" MIN) <br />REPLACEMENT PATCH TO BE <br />CONCRETE— 1" THICKER THAN PREVIOUSLY EXISTED <br />6" btitllN f/ f / ` 6" MIN CRUSHED SURFACING <br />i 1 TOP COURSE <br />SEE STANDARD DRAWING 614 <br />EXISTING ASPHALT CONCRETE OVER PREPARED GRADE <br />FINAL JOINT MUST <br />BE :SAWCUT <br />� CEMENT CONCRETE (8,€ IaIIN} <br />EXISTING CEMENT REPLACEMENT PATCH TO BE <br />CONCRETE 1" THICKER THAN PREVIOUSLY EXISTED <br />PAVEMENT '1:1 IZ <br />"a" MIN CRUSHED SURFACING <br />FOP COURSE <br />SEE STANDARD DRAWING 614 <br />EXISTING CEMENT CONCRETE OVER PREPARED GRADE <br />st _ 4 �? •� <br />I <br />NOT TO SCALE <br />NOTES <br />1. ALL TRENCHES IN ROADWAY AREAS SHALL BE <br />BACKFILLED AND PATCHED WITH TEMPORARY <br />ASPHALT AT THE END OF EACH WORKDAY, UNLESS <br />PERMISSION 15 GRANTED TO DO OTHERWISE BY THE <br />CITY ENGINEER. <br />2. ALL TEMPORARY PATCHES ON TRENCHES SHALL BE <br />PERMANENTLY PATCHED WITHIN 2 WEEKS OF <br />COMPLETION OF WORK WITHIN ROADWAY AREA, <br />3. CEMENT CONCRETE FOR PATCHING SHALL BE <br />COMMERCIAL MIX AS CALLER OUT IN WSDOT <br />STANDARD SPECIFICATIONS. <br />CITY OF EVERETT <br />'PUBLIC WORKS DEPARTMENT <br />.ZOAS5 t4+A N66L• PA'9 tL' L lEth9 :.a.,�.l�rt""� �1' S ,ce ti4J26%Z1317 <br />i <br />DOTES <br />L. EQUALS WIDTH OF DRIVEWAY AT PROPERTY LINE. <br />3/8'° WIDE FULL DEPTH EXPANSION JOINT. <br />3. 3/8" WILE FULL DEPTH EXPANSION JOINT IF NOTE <br />1 ABOVE IS 1T OR GREATER. <br />1. WITHIN THE CITY RIGHT-OF-WAY THE DRIVEWAY <br />SHALL BE SURFACED WITH ASPHALT OR CONCRETE <br />3. THE DRIVEWAY RAMP INCLUDING; WING RAMPS <br />SHALL BE CONCRETE COMMERCIAL MIX AS CALLER <br />OUT IN WS60T STANDARD SPECIFICATIONS, A MIN <br />OF 6" THICK AND PLACED ON A MINIMUM OR 2" <br />CRUSHED SURFACING BASE COURSE COMPACTED <br />TO 95% MAXIMUM DENSITY; <br />a. MAINTAIN 1/2" LIPAT GUTTER. <br />9 <br />PARKWAY 6' MIN PARKWAY 61MIN <br />(VARIES ry ,t 4 (VARIES)2% <br />,L " <br />2° MIN CRUSHED SURFACING `°- 2 MIN <br />BASE COURSE CRUSHED <br />SURFACING f <br />BASE COURSE111 <br />{ � ) CITY OF EVERETT <br />=Y' PUBLICWORKS DEPART � t� PUBLIC WORKS DEPARTMENT <br />SECTION <br />s } <br />AdA SECTION B- <br />41 SAE5 Ta(A k_a'Q_3 i=LVAHUNI V68 9, 21 29$ � r USING TYPE A-1 CURB USING MONOLITHIC CURBS SW „"xaxa�sass: rr�na ticeiz i*aLL>.vi�Eier�r w�z�. 2017 <br />CEMENT CONCRETE CEMENT CONCRETE; <br />DRIVEWAYRAMP TYPE _ � "� DRIVEWAY RA 'IP TYPE - 3 � 17 <br />NOTE: <br />PRIVEWAY RAMP - TYPE 3-., <br />NO I TO SCALE <br />i i r - n <br />2 <br />L.2 <br />.s� 3 <br />mk <br />1 <br />� <br /># r <br />Pr jot Title: <br />EVERETT <br />Client: <br />SANG 1 <br />14241 NE WOODINVILLE-DUVALL ROAD, SUITE 130 <br />WOODINVILLE, WA 98072 <br />4 <br />Shoot Title: <br />SURFACING NOTES <br />3 AND` <br />®ATE: September 14, 2020 FILENAME: Q:\2013\2180309\10_CIV\CAI9\2130309-SIB-CNTRL.dWg <br />