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EVERETT 7-ELEVEN SITE DEVELOPMENT <br />A PORTION OF THE NW 1/4 <br />PROVIDE 12"x18" SIGN <br />NO PARKING 1' BEHIND SIDEWALK. <br />TYP. EACH STALL <br />VAN ACCESSIBLE <br />SIGN <br />8' MIN. 8' MIN. 8' MIN. <br />PROVIDE WHEEL <br />STOP EA STALL, SEE <br />DETAIL PROVIDE <br />V-10" BETWEEN CURB <br />FACE AND FACE OF <br />1T MI V///// WHEEL STOP <br />4" WIDE SOLID WHITE 4 MIL. <br />THICK PAINTED LINES <br />PROVIDE 4" WIDE WHITE <br />STRIPES, 18" ON CENTER, <br />45 DEGREE ANGLE. INTERNATIONAL SYMBOL OF <br />ACCESS PAINTED ON PAVING <br />NOTES: PER WSDOT STD. PLAN M-24.60-00 <br />1. SEE SITE PLAN FOR PARKING SPACE LOCATIONS. <br />2. PAVEMENT SLOPES SHALL NOT EXCEED 2% IN ANY <br />DIRECTION WITHIN BARRIER FREE PARKING SPACES. <br />BARRIER FREE PARKING <br />NOT TO SCALE <br />6" FOR INTEGRAL CURB, 0" FOR FLUSH CURB CEMENT <br />SEE ARCHITECT PLANS FOR [_ CONCRETE, CLASS <br />6" CONSTRUCTION JOINT LAYOUT 4000 <br />2' TOOLED JOINT <br />2% SLOPE MAX (1/4" DROP PER V) <br />1" R <br />PAVEMENT 6"CRUSHEDCOMPACTED SURFACING BASE <br />NOTES: SUBGRADE COURSE <br />1. SUBGRADE COMPACTION FOR CONCRETE CURB AND WALKS SHALL BE 95% OF <br />MAXIMUM DENSITY. <br />2. EXPANSION JOINTS CONSISTING OF 3/16" BY 2" PREMOLDED JOINT MATERIAL SHALL BE <br />PLACED AT 15 FOOT INTERVALS. SEALED WITH POLYURETHANE TO MATCH WALK <br />COLOR. <br />INTEGRAL CURB AND SIDEWALK <br />%J / NOT TO SCALE <br />Know what's below. <br />Call before you dig. <br />OF THE SW 7/4 AND THE SW 1/4 OF THE NW 1/4 OF SEC. 12, TWN, 28 N., <br />CITY OF EVERETT, SNOHOMISH COUNTY, WASHINGTON. <br />T -n <br />00 <br />STATE DISABLED PARKING <br />PERMIT REQUIRED BOTTOM OF SIGN <br />PROVIDE VAN SIGNAGE <br />AS IDENTIFIED ON PLAN y� VAN <br />ACCESSIBLE <br />12" <br />PROPOSED <br />2" DIA GIP SCH 40 GRADE <br />AT FLOOR OF <br />�—PARKING SPACI <br />CONIC <br />co <br />CV <br />`r 1 .2 <br />HEAVY DUTY PAVEMENT <br />HMA CLASS 1/2", PG 64-22 <br />PER WSDOT STANDARD <br />SPECIFICATION 5-04 <br />2„ i <br />f. <br />' '• e, � ' '• e, ' '•, a CRUSHED SURFACING <br />4„ e - e - •. e TOP COURSE PER <br />• q; o; o; , . WSDOT STANDARD <br />SPECIFICATION 9-03.9(3) <br />COMPACTED --►�/ �\�\ /\�\\�\ \/ 6 1/2" — FACE OF CURB SUBGRADE TO 95% <br />51/2" 1„ STANDARD DUTY PAVEMENT <br />1/2" (IN) R. 1" (IN) R. NOTES: <br />1. ALL DEPTHS SHOWN ARE COMPACTED DEPTHS. <br />(0 <br />` ROADWAY 2. THE CONTRACTOR SHALL EXPOSE EXISTING SUBGRADE, PROOF ROLL AND <br />COMPACT TO 95%. IF YIELDING CONDITIONS ARE ENCOUNTERED, YIELDING <br />' MATERIALS SHALL BE REPLACED WITH IMPORTED STRUCTURAL FILL <br />r CEMENT CONCRETE, MATERIAL. THE DEPTH OF MATERIAL REPLACEMENT SHALL BE DETERMINED <br />3000 PSI BY THE GEOTECHNICAL ENGINEER. <br />�ENT SECTIONSNOT ATO SCALE EM <br />1/4" EDGED <br />GROOVE <br />VERTICAL CURB 1.5% <br />4 NOT TO SCALE e a e <br />ad a ° a e e <br />4 'a e <br />E. <br />.. . <br />4" CEMENT CONCRETE <br />SIDEWALK COMPACTED <br />24" <br />2" CRUSHED SURFACING SUBGRADE <br />TOP COURSE <br />1.5" PER PLAN <br />NOTES: <br />a. e. <br />° e a as 1. CEMENT CONCRETE SHALL BE CLASS 3,000 PSI. <br />e e <br />4 ° 6" CEMENT 2. COMPACTION FOR CONCRETE WALKS TO BE 95% MAXIMUM DENSITY, <br />d e a CONCRETE <br />� e . CLASS 4000 <br />° 4 o ° ° 3. EXPANSION JOINTS CONSISTING OF 3/8" BY 4" PREMOLDED JOINT <br />° ° <br />a d MATERIAL SHALL BE PLACED AT 15 FOOT INTERVALS, OR AS DIRECTED <br />° ° , d <br />r�Ye e d CRUSHED BY THE ARCHITECTURAL PLANS. 1/4" EDGE GROOVE SHALL BE PROVIDED <br />�3� e e SURFACING TOP AT JOINT EDGES. <br />y4s O'1 '..i. ;4= "�ry�u�' COURSE <br />���/��/ 4. SEE ARCHITECTURAL PLANS FOR JOINT PATTERNS. <br />NO <br />/��//�//��/��// , /o 5. MAXIMUM CROSS SLOPE IS 2 . <br />95% MAX. DENSITY 6. SIDEWALKS IN THE RIGHT-OF-WAY SHALL MEET E D <br />COMPACTED SUBGRADE CO STD WG #312. <br />CONCRETE VALLEY GUTTER SECTION Q OnR�ETE SIDEWALKNOT TO SCALE V NO <br />ADA SI <br />NOT TO SCALE <br />GNAGE <br />RGEm 04 E. W.M. <br />INSTALL CONCRETE WHEEL <br />STOPS WITH DRAINAGE SLOTS <br />ELEVATION <br />6' <br />911 �1— 13/16" DIA. HOLES <br />PLAN <br />511 <br />2 1/2" 2 1/2" <br />5" <br />QL—#3 BARS (2) <br />1" <br />10" <br />NON -SHRINK <br />GROUT <br />#6 BAR (2) <br />12" MIN. <br />ATTACHMENT DETAIL <br />WHEELSTOP <br />NOT TO SCALE <br />NOTE: <br />SET WHEEL STOP 15" FROM ASPHALT EDGE <br />-+ CRUSHED SURFACING <br />; �•. a •; -. e:., �;., a TOP COURSE PER <br />4 �� �� WSDOT STANDARD <br />• O'• O' O <br />' '• a � ' '• a �. ' ,'• a SPECIFICATION 9-03.9(3) <br />COMPACTED <br />O 95°/Do <br />NOTES: <br />1. ALL DEPTHS SHOWN ARE COMPACTED DEPTHS. <br />2. THE CONTRACTOR SHALL EXPOSE EXISTING SUBGRADE, PROOF ROLL AND <br />COMPACT TO 95%. IF YIELDING CONDITIONS ARE ENCOUNTERED, YIELDING <br />MATERIALS SHALL BE REPLACED WITH IMPORTED STRUCTURAL FILL <br />MATERIAL, THE DEPTH OF MATERIAL REPLACEMENT SHALL BE DETERMINED <br />BY THE GEOTECHNICAL ENGINEER. <br />GRAVEL SECTION <br />NOT TO SCALE <br />TACOMA • SEATTLE • SPOKANE • TRI-CITIES <br />2215 North 30th Street, Suite 300 Tacoma, WA 98403 <br />253.383.2422 TEL 253.383.2572 FAX www.ahblxom WEB <br />Pro iect Title: <br />EVERETT <br />7-ELEVEN <br />Client: <br />SANG JI <br />14241 NE WOODINVILLE-DUVALL ROAD, SUITE 135 <br />WOODINVILLE, WA 98072 <br />Protect No. <br />2180309.10 <br />Issue Set $ Date: <br />SITE DEVELOPMENT <br />PERMIT SET <br />9/15/2020 <br />09/tS/d020 <br />NOTICE <br />AL7ERA70 OF = DOMIM SNAIL NVAME 7K <br />PROMM SEAL AID SDWWIZE. RIAKIOA= OF <br />7NN DOM4ENT DOES NOT DEROGATE FROM RESFJtVfD <br />OMN MV MM N Ff. 7W DOCUMENT 6 FOR USE <br />ONLY FOR 1W PRUM DE TM N W ME BLOCK <br />AID IS IDT V BE USED FOR RF1MN. Rfl10DF1 OR <br />AMMIM TO TM7 PRU7 OR FOR ANY MW PR=. <br />4 <br />/3\ <br />A <br />A <br />Revisions: <br />Sheet Title: <br />SURFACING NOTES <br />AND DETAILS <br />Designed by: Drawn by: Checked by: <br />TDW/RKJ TDW/TDS BEB <br />Sheet No. <br />C2ml <br />7 of 22 Sheets <br />DATE: September 14, 2020 FILENAME: Q:\2018\2180309\10_CIV\CAD\2180309-SH-CNTRL.dwg <br />