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EXISTING ON —SITE GRANUALR OR IMPORTED FILL <br />COMPACTED TO 9% MAXIMUM DRY DENSITY <br />8"' (MIN) CRUSH ROCK BASE (CRH) <br />4- (MIN.) HOT MIX ASPHALT (HMA) <br />3 <br />IF PRESENT ONSITE, <br />bo Qbpo - ao -- 00 <br />UNSUITABLE <br />0 0 00 cc <br />0 0 O o�)p p <br />MATERIAL SHALL BE <br />0� p 00 0 O <br />0 0 �) o O �00 00 O <br />REPLACED Y <br />SUITABLE MATERIAL <br />i`/! % <br />AS SPECIFIED I N <br />THE GEOTECHNICAL <br />NOTE: <br />REPORT, <br />1. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL <br />INVESTIGATION PREPARED BY THE RILEY GROUP, INC. DAZED <br />JANUARY 7, 2020 FOR PAVEMENT, AGGREGATE, <br />OVER —EXCAVATION AND SUBGRADE REQUIREMENTS. <br />2. ASPHALT CONCRETE TO CONFORM TO SECTION <br />—02.1(4) <br />OF THE WSDOT STANDARD SPECIFICATIONS AS <br />RECOMMENDED <br />BY THE RILEY GROUP, INC. <br />4" WIDE PAINTED <br />STRIPES (TYP.) <br />1$" <br />V) <br />CONCRETE SLAB PER ry <br />DETAIL 2/C7.0 <br />6 p ' <br />P c <br />O 00 <br />AGGREGATE BASE AND SUBGRADE. Jo00' <br />PREPARE AND CONSTRUCT SAME AS BASE <br />AND SUBGRADE PER DETAIL 2/C7.0%j,/ <br />FLOWLINE OF CONCRETE SWALE <br />244 MINo <br />4" WIDE PAINTED <br />STRIPES (TYP,) <br />36" <br />18" <br />0 <br />D <br />O <br />C <br />tc C <br />SLOPE VARIES <br />a. <br />oToo`°-i?°Q�i - <br />6" WIDE STEEL <br />TROWEL FINISH <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 />\0- <br />4 <br />3 <br />q <br />3/8- JOINT <br />PETROLEUM RESISTANT SEALANT <br />PTI SEALANT <br />3/4 DEEP (MIN.) <br />NEW PAVEMENT <br />— --- - --------- <br />4 <br />ELEVATION <br />ELEVATION <br />Q <br />-RUSHED <br />FACING <br />COURSE <br />GUARD POST <br />GUARD POST <br />FIRE HYDRANT T GUARD POSTS <br />(SEE NOTES 3 AND 4) <br />VALVE MARKER POST <br />(SEE NOTES 5, 6 AND 7) <br />5 1/2" <br />7 3/4" <br />""-SCAPE <br />TES <br />1, CONCRETE SHALL BE CLASS 3000. <br />2. INSTALL 1/2"x4" EXPANSION STRIP AROUND HYDRANT. <br />3. GUARD POSTS SHALL BE V LONG, 9"IN DIAMETER <br />PRECAST CONCRETE OR W LONG, 6" DIAM SCH 40, <br />CONCRETE FILLED CLASS 52 STEEL PIPE, PAINTED WITH <br />TWO COATS OF ELLY-MOORE LUXLITE Q.D. ALKYD <br />GLOSS ENAMEL #6100-516 CAT YELLOW OR CITY <br />APPROVED EQUAL, <br />4. TOP OF GUARD POST SMALL BE LEVEL WITH TOP OF <br />PUMPER PORT. <br />5, VALVE MARKER POST SHALL BE 4" 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 MARKED POSTS SMALL BE INSTALLED FOR ALL <br />VALVES LOCATED IN UNIMPROVED OR UNPAVED <br />AREAS, VALVE MARKED 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 />RYA N SASS 5R JN2FHITR"ge' .^(3PA 3[La,a.�[ ILi€LV1 1Y64Ys Cy <br />WRBTITLE <br />-' ren YRev �a[e <br />12/30/Z016 <br />FIRE HYDRANT <br />STAN�A0.6 OR'1 Nlh4: Na. <br />CNC, Pa, GCS POSTS508 <br />VALVE MARKER <br />V <br />v <br />00in <br />rbi <br />. z d <br />2760 <br />SO 0 <br />y m I <br />��3 SIB <br />CCNQ <br />&9 to <br />� C '2 � <br />10/15/21 <br />0 Ui <br />V) uJ <br />0 <br />� <br />CC, <br /><c <br />s <br />Project 20996 Store #00852 <br />Designed Dye ADW <br />Drawn By ADW <br />< <br />Checked By CJR <br />Date: 10-15-2021 <br />Scale: N.A. <br />o <br />Disk File: 20996®D.dwg <br />Mad�t. <br />00 <br />Cn <br />Address-, <br />4919 EVERGREEN WAY <br />�o <br />EVERETT, WA 98203 <br />ca <br />r.� <br />CONSTRUCTION DETAILS <br />CFC <br />_.M F <br />o <br />Drawing No,: <br />tV <br />C7.0 of 16 <br />CD <br />CD <br />CD <br />Ca <br />N <br />