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EXISTING ON -SITE GRANUALR OR IMPORTED FILL <br />COMPACTED TO 95% MAXIMUM DRY DENSITY <br />8" (MIN) CRUSH ROCK BASE (CRB) <br />4" (MIN.) HOT MIX ASPHALT (HMA) —\ s\ <br />IF PRESENT ONSITE, <br />0 0000 ° o Op o° °� O Q <br />0 O 000 ° �° <br />UNSUITABLE <br />MATERIAL SHALL BE <br />00 ° ° ° °o o° °°o°a �°oo a <br />��n��T���� <br />REPLACED BY <br />SUITABLE MATERIAL <br />AS SPECIFIED IN <br />THE GEOTECHNICAL <br />NQTE: <br />REPORT. <br />1. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL <br />INVESTIGATION PREPARED BY THE RILEY GROUP, INC. DATED <br />JANUARY 7, 2020 FOR PAVEMENT, AGGREGATE, <br />OVER -EXCAVATION AND SUBGRADE REQUIREMENTS. <br />2. ASPHALT CONCRETE TO CONFORM TO SECTION <br />9-02.1(4) <br />OF THE WSDOT STANDARD SPECIFICATIONS AS <br />RECOMMENDED <br />BY THE RILEY GROUP, INC. <br />1 TYPICAL ON —SITE AC SEC; LION <br />C7.0 SCALE: NTS <br />G. <br />4" WIDE PAINTED <br />STRIPES (TYP.) <br />I VAHIES) I VARIES) I <br />NOTE: <br />1. 2 COATS ALKYD TRAFFIC PAINT MARKING <br />PAINT, <br />2. COLOR: WHITE FOR PARKING STRIPES. <br />3. SEE SITE PLAN C3.0 FOR WIDTH. <br />r-'%N PAWM STALL PAVB04T MARKIIVCi <br />CSCALE: NTS <br />36" <br />18„ 18> <br />V) <br />W <br />CONCRETE SLAB PER <br />DETAIL 2/C7.0 -.4- <br />D p <br />p p . <br />Jo o .00C <br />C � <br />AGGREGATE BASE AND SUBGRADE. J00 <br />0L a <br />PREPARE AND CONSTRUCT SAME AS BASE <br />AND SUBGRADE PER DETAIL 2/C7.0 <br />FLOWLINE OF CONCRETE SWALE <br />7 COWCWM SwALE <br />C7.0 SCALE: NTS <br />24" MIN. <br />rVMA►1C'1^k1 1^1A1T <br />5" (MIN.) CONCRETE PAVEMENT <br />'-4" (MIN.) CRUSH ROCK BASE (CRB). <br />ONSITE <br />SUBGRADE COMPACTED TO 95% MAX DRY DENSITY, PRESENT MATERI, <br />U <br />AND CONSTRUCTED IN ACCORDANCE WITH THE UNSUITABLE MATERIAL <br />RECOMMENDATIONS OF THE GEOTECHNICAL SHALL BE REPLACED <br />ENGINEERING STUDY BY THE RILEY GROUP, INC. BY SUITABLE MATERIAL <br />DATED JANUARY 7, 2020 AND WSDOT STANDARD AS SPECIFIED IN THE <br />SPECIFICATIONS. GEOTECHNICAL <br />REPORT. <br />2 TYPICAL CONCRETE PAVW. SECTION <br />C7.0 SCALE: NTS <br />6" WIDE STEEL <br />TROWEL FINISH <br />��x /X�,,, <br />PAVEMENT <br />SECTION PER <br />DETAIL 1 /C7.0 <br />AGGREGATE BASE AND SUBGRADE. <br />PREPARE AND CONSTRUCT SAME AS BASE <br />AND SUBGRADE PER DETAIL 1 /C7.0 <br />PUMP ISLAND/FUEL TANK SLAB. <br />SLOPE VARIES SEE ARCHITECTURAL & TANK PLANS <br />FOR SLAB SPECIFICATIONS <br />s <br />d <br />ASPHALT AND BASE o 0 0 0 0 ° a a <br />PER DETAIL 1/C7.0 �po ° 0 �o o o0 oCV.4 .04o4Aa4Au4.0o°.04aq <br />8" THICKENED EDGE �° °0°O°O°O° °O°O°O°O°O°O°O°O°O°O°O°O°I <br />OF ASPHALT //\//\//\//\/x, <br />�� BITUMINOUS TACK COAT ON <br />CONCRETE PRIOR TO ASPHALT <br />PAVING <br />8 TYPICAL JOW SECTION AT CONCRETE AID ASPHALT PAVB04T <br />C7.0 SCALE: NTS <br />a <br />Sec. 31, Twp. 29N, Rge. 5E, W.M. <br />MON _LVDIMIT11 <br />3/8" JOINT <br />PETROLEUM RESISTANT SEALANT <br />PTI SEALANT <br />3/4" DEEP (MIN.) <br />NEW PAVEMENT <br />I-\ <br />° o JOINT FILLER CAST <br />° ° o . o IN PLACE <br />o <br />a <br />.° °. <br />Q, <br />4 ____________.._--_---_ <br />3 EXPANSION JOIN (TYP,i <br />G7A SCALE: NTS <br />,RUSHED <br />IFACING <br />> COURSE <br />ELEVATION <br />FIRE HYDRANT CONCRETE PAD <br />(SEE NOTES 1 AND 2) <br />a <br />0 <br />w <br />ELEVATION <br />a <br />GUARD POST <br />GUARD POST <br />z <br />8 <br />FIRE HYDRANT GUARD POSTS <br />0 4 (SEE NOTES 3 AND 4) <br />V <, <br />a a <br />CSCALE: NTS <br />1 <br />5 1/2 <br />7 3/4" <br />4 ONgM BAW&N CUM <br />C7.0 SCALE: NTS <br />CONC HYDRANT PAD <br />VALVE MARKER POST <br />(SEE NOTES 5, 6 AND 7) <br />1 AAIf1 SCAPE <br />NOTES <br />1. CONCRETE SHALL BE CLASS 3000. <br />2. INSTALL 1/2 x4 EXPANSION STRIP AROUND HYDRANT. <br />3. GUARD POSTS SHALL BE 6' LONG, 9"IN DIAMETER <br />PRECAST CONCRETE OR 6' LONG, 6" DIAM SCH 40, <br />CONCRETE FILLED CLASS 52 STEEL PIPE. PAINTED WITH <br />TWO COATS OF KELLY-MOORE LUXLITE Q.D. ALKYD <br />GLOSS ENAMEL #6100-516 CAT YELLOW OR CITY <br />APPROVED EQUAL. <br />4. TOP OF GUARD POST SHALL BE LEVEL WITH TOP OF <br />PUMPER PORT. <br />5. VALVE MARKER POST SHALL BE 42" PORTABLE TRAFFIC <br />DELINEATOR POST W/TWO REFLECTOR STRIPS. THEY <br />SHALL BE FURNISHED NEW AND UNUSED AND BURIED <br />24" DEEP, TO LEAVE 18" EXPOSED AS A MARKER POST <br />THE LETTER "V" AND THE DISTANCE TO THE VALVE <br />SHALL BE STENCILED ON THE POST WITH 2" HIGH <br />NUMERALS, WITH BLACK ENAMEL PAINT. <br />6. VALVE MARKER POSTS SHALL BE INSTALLED FOR ALL <br />VALVES LOCATED IN UNIMPROVED OR UNPAVED <br />AREAS, VALVE MARKER POSTS SHALL BE SET AS <br />DIRECTED BY THE PUBLIC WORKS INSPECTOR IN A SAFE <br />AND REASONABLY CONSPICUOUS LOCATION. <br />7. VALVE MARKER POSTS ARE NOT REQUIRED FOR <br />AUXILIARY HYDRANT VALVES. <br />CITY OF EVERETT <br />PUBLIC WORKS DEPARTMENT <br />City Engineer Settlon Manager CAD Manager Drawn By Current Rev Date <br />RYAN SASS R H"iN1 PAUL WILHELM wRB 12/30/2016 <br />rrctE <br />FIRE HYDRANT STANDARD DRAWING No, <br />CONC. PAD, GUARD POSTS & 508 <br />VALVE MARKER <br />iKnow what's below. <br />• - you s <br />Dial 811 <br />Barghausen <br />Consulting Engineers, Inc. <br />18215 72nd Avenue South <br />Kent, WA 98032 <br />425.251.6222 <br />barghausen.com <br />BCE #20996 <br />W <br />W <br />CV <br />to <br />CO <br />=10- <br />W <br />z <br />U <br />W <br />LL <br />U <br />O <br />z <br />C <br />W <br />N <br />j <br />0 <br />C <br />0 <br />O <br />in010 <br />w ° <br />001 <br />0 3M <br />C <br />° <br />—t^ <br />VJ W <br />4 := <br />z <br />ed>U0 <br />p 6 <br />O'a <br />C <br />O §mc° <br />o� V <br />U C. N a00 0 <br />i QC4NM <br />oh.M I <br />�crnNn <br />i� <br />ON�^^ <br />00— <br />Vi <br />0 O G x <br />S - GRU <br />Q4 w A S,y�y�� <br />cn <br />28527 <br />ins f0 l S <br />sIONA L <br />10/15/21 <br />J <br />h <br />F- <br />m <br />a <br />con <br />w <br />a <br />0 <br />Project #: 20996 Store #00852 <br />Designed <br />By: ADW <br />Drown By. ADW <br />Checked By. CJR <br />Dote: <br />10-15-2021 <br />Score: <br />N.A. <br />Disk File: <br />20996-D.dwg <br />Model: <br />4919 EVERGREEN WAY <br />EVERETT, WA 98203 <br />CONSTRUCTION DETAILS <br />CFC <br />Drowing No.: <br />C7.0 of 16 <br />a <br />w <br />4 <br />N <br />0 <br />N <br />00 <br />O) <br />3 <br />ci <br />i <br />0 <br />N <br />CP <br />C <br />v <br />C <br />v <br />i <br />to <br />rn <br />rn <br />0 <br />N <br />cn <br />0 <br />0 <br />0 <br />0 <br />N <br />.7 <br />