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EXISTING ON -SITE GRA IUALR OR IMPORTED RILL
<br />COMPACTED TO 95 MAXIMUM DRY DENSITY
<br />" (MIN) CRUS'I ROCK BASE (CRP)
<br />4- (MIN.) HOT MI>. ASPHALT (HMA)
<br />IF PRESENT ONSITE,
<br />__ -- n -� UNSUITABLE
<br />D�S0
<br />MATERIAL ;HALL BE
<br />00 G Go �� �� ° co ° ° � °0 CC" REPLACED BY
<br />�,00
<br />��<% SUITABLE MATERIAL
<br />AS SPECIFIED IN
<br />THE GEOTECHNICAL
<br />NOTE REPORT,
<br />1. GENERA CONTRACTOR SHALL REFERENCE GEOTECHNICAL
<br />INVESTIGATION PREPARED BY THE RILEY GROUPS INC. DATED
<br />JANUAR'f 7, 2020 FOR PAVEMENT, AGGREGATE,
<br />OVER -EXCAVATION AND SUBGRADE REQUIREMENTS.
<br />2a ASPHAL" CONCRETE TO CONFORM TO SECTION 9e02.1(4)
<br />OF THE WSDOT STANDARD SPECIFICATIONS AS RECOMMENDED
<br />BY THE RILEY GROUP, INC.
<br />A
<br />_-i�7e0 SCALE: PATS — - _- -
<br />z
<br />>
<br />s
<br />-<� WIDE PAINTED
<br />(TRIPES (TYP,)
<br />k
<br />4" WIDE PAINTED
<br />STRIPES (TYP.)
<br />9° ` OR 8.5' (WIDTH 9' OR 85 (WIDTH
<br />VARIES) VARIES)
<br />MOTE:
<br />1.. 2 COATS ALKYD TRAFFIC PAINT MARKING
<br />PAINT,
<br />2. COLOR: WHITE FOR PARKING STRIPES,
<br />3.SEE SITE PLAIN C .O FOR WIDTH.
<br />MG STAU_ PA
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<br />CONCRETE !;LAB PER
<br />DETAIL 2/C''oO ```� c
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<br />AGGREGATE BASE i ND SUBGRADE. 0a�
<br />PREPARE AND CONSTRUCT SAME AS BASE
<br />AND SUBGRADE PE .� DETAIL 2/C7.0
<br />FLOWLINE OF CONCRETE SWALE
<br />t
<br />7��yy p�yy pp
<br />4s7ehA SCALEe NTS
<br />24" MIN.
<br />Ag SHALT AND BASE o u°°o °o 7
<br />0
<br />C Or
<br />PfR DETAIL I/C7„0 -°� o o°�
<br />9 THICKENED EDGE
<br />)F ASPHALT
<br />AT
<br />C7,0 SCALES NTS ----- ---
<br />36"
<br />a,
<br />A
<br />D
<br />,
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<br />_
<br />1�r
<br />SLOPE VARIES
<br />n
<br />6" WIDE STEEL
<br />TROWEL FINISH
<br />4
<br />BITUMINOUS TACK COAT ON
<br />CONCRETE PRIOR TO ASPHALT
<br />PAVING
<br />EXPANSION JOINT
<br />PROVIDE AT 12
<br />SPACING, SEE
<br />DETAIL 3/C7.0
<br />San (MIN.) CONCRETE PAVEMENT
<br />1--4- (MIN.) CRUSH ROCK BASE (CRB).
<br />SUBGRADE COMPACTED TO 9 % MAX DRY DENSITY, IF PRESENT ONSITEs
<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 />x"0
<br />12" HIGH MIN. WHITE
<br />or
<br />PAINTED LETTERING
<br />GUST HE VISIBLE TO
<br />TRAFFIC CONTROL OFFICER)
<br />NO PAS ( I 4" WIDE PAINTED
<br />STRIPES (TYP.)
<br />WITH BLUE OUTLINE
<br />r PAVEMM
<br />C7o0 SCALE: NTS
<br />PAVEMENT
<br />SECTION PER
<br />DETAIL 1 /C7.0
<br />ociJn O
<br />AGGREGATE BASE AND SUBGRADE,
<br />PREPARE AND CONSTRUCT SAME AS BASE
<br />AND SUBGRADE PER DETAIL 1 /C7.0
<br />..
<br />r
<br />3/8" JOINT
<br />PETROLEUM RESISTANT SEALANT
<br />PTI SEALANT
<br />3/4- DEEP (MIN.)
<br />NEW PAVEMENT
<br />4
<br />4
<br />°.. A . <
<br />a
<br />q
<br />a°
<br />Q
<br />ELEVATION
<br />ELEVATION
<br />JOINT FILLER CAST
<br />IN PLACE
<br />1B"" I 1"
<br />�z
<br />5 1/2"
<br />F
<br />7 3/4"
<br />igu
<br />%� 4.gAR
<br />i 4tF s
<br />VALVE MARKER POST
<br />(SEE NOTES 5, 6 AND 7)
<br />1 R k 1 SGAPE
<br />NOTES
<br />1. CONCRETE SHALL BE CLASS 3000.
<br />2. INSTALL 1J2"x4" EXPANSION STRIP AROUND HYDRANT.
<br />3. GUARD POSTS SHALL BE E' 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 LU LITE 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 '+, (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 />I0�.$ C'Adi FslaiT , l _r. BV C.". Y R, Date
<br />v'a�vsass R teFTf PAUL WILHELM WRBffLE 12J30/2016
<br />FIRE HYDRANT
<br />STARCARD DRAWING No,
<br />NC. PAD, GUARD POSTS508
<br />VALVE MARKER
<br />tE
<br />ICE � H MED r s P ..,RMI
<br />O a
<br />5 1/2"
<br />F
<br />7 3/4"
<br />igu
<br />%� 4.gAR
<br />i 4tF s
<br />VALVE MARKER POST
<br />(SEE NOTES 5, 6 AND 7)
<br />1 R k 1 SGAPE
<br />NOTES
<br />1. CONCRETE SHALL BE CLASS 3000.
<br />2. INSTALL 1J2"x4" EXPANSION STRIP AROUND HYDRANT.
<br />3. GUARD POSTS SHALL BE E' 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 LU LITE 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 '+, (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 />I0�.$ C'Adi FslaiT , l _r. BV C.". Y R, Date
<br />v'a�vsass R teFTf PAUL WILHELM WRBffLE 12J30/2016
<br />FIRE HYDRANT
<br />STARCARD DRAWING No,
<br />NC. PAD, GUARD POSTS508
<br />VALVE MARKER
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<br />Project #: 20996 Store #00852
<br />—
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<br />Designed By- ADW
<br />Drawn By. ADW
<br />�
<br />Checked By. CJR
<br />-----
<br />-
<br />Dote: 12-7-2021
<br />----------
<br />ScoIe: N.A.
<br />o
<br />Disk File: 20996-D.dwg
<br />co
<br />Address:
<br />a
<br />4919 EVERGREEN WAY
<br />EVERETT, WA 98203
<br />C7
<br />N
<br />cn
<br />CONSTRUCTION DETAILS
<br />
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