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4" COMPACTED DEPTH CLASS 1/2" HMA PG 64-22
<br />(2 LIFTS), COMPACT TO 92% OF RICE VALUE --
<br />8" COMPACTED DEPTH CRUSHED SURFACING TOP
<br />COURSE, COMPACT TO 95% MAXIMUM DENSITY
<br />GRANULAR IMPORT FILL DEPTH VARIES
<br />COMPACT TO 95% OF MAX DENSITY AT TOP
<br />24" AND 90% BELOW TOP 24" -
<br />SUITABLE PREPARED SUBGRADE, COMPACT
<br />UPPER 12" TO 90% MAXIMUM DENSITY i
<br />SCALE: N.T.S.
<br />U I V I P INO WASTE
<br />2- MIN.
<br />3 1/2 if
<br />®-� - -
<br />DRAIN) T RISER
<br />CWHITE TEXT PROPORTIONATE TO WIDTH, STENCILED
<br />ADJACENT TO RIM (TYPICAL-2 COATS)
<br />BASINCATCH
<br />SCALE: N.T.S.
<br />W (SEE NOTE 1)
<br />PIPE ZONE
<br />BACKFILL
<br />(SEE NOTE 3)
<br />GRAVEL BACKFILL --
<br />FOR PIPE ZONE
<br />BEDDING
<br />(SEE NOTE 2)
<br />FOUNDATION
<br />LEVEL
<br />DETECTABLE MARKING TAPE
<br />12" -180 BELOW FINISH GRADE.
<br />INSTALL #14 GAUGE COPPER
<br />TRACER WIRE DIRECTLY
<br />ABOVE ALL STORM LINES
<br />'" —SUITABLE NATIVE MATERIAL PER
<br />DUCTILE IRON PIPE GEOTECHNICAL ENGINEER, COMPACT
<br />TO 95% MAX. DENSITY.
<br />PIPE ZONE BEDDING AND FILL
<br />SCALE: N.T.S.
<br />H-20 RATED, LOCKING SOLID
<br />COVER W/ STAINLESS STEEL
<br />SET SCREW, COVER SHALL
<br />BE STAMPED: "CO". OFCO
<br />M1007 D/T OR EQUAL.
<br />2€_0"
<br />12" RADIUS OR SQUARE � s
<br />CONCRETE COLLAR FLUSH
<br />w/ F•immki r.,PAnp,
<br />`
<br />8" 0 PIPE t f�
<br />FIBER JOINT PACKING
<br />LOOP END OF
<br />6€a 0 P.V.C. PIPE TRACER WIRE IN
<br />CLEANOUT CASTING
<br />1/6 BEND
<br />6" P.V.C. WYE
<br />cli
<br />14 TRACER WIRE
<br />FLOW
<br />co
<br />TO RA � EA - _
<br />SCALE: N.T.S.
<br />GALVANIZED STEEL POST CAP,
<br />PAINTED 10 MATCH POST
<br />12%18" STANDARD DISABLED PERSONS SIGN
<br />R7- 801 WITH SYMBOL STATING "STATE DISABLED
<br />PARKING PERMIT REQUIRED"
<br />BOTTOM OF METAL SIGN
<br />ADDITIONAL 6"X12" SIGN R7-801A SHALL BE
<br />ADDED BELOW AT ALL VAN ACCESSIBLE STALLS
<br />STATING "VAN ACCESSIBLE"
<br />1-)/" LD. SCH. 40
<br />GALVANIZED STEEL POST
<br />FINISH GRADE AT PARKING STALL
<br />'-- 2" MINIMUM COVER OVER
<br />CONCRETE FOOTING
<br />2 0' MIN.
<br />4" / p LI w l �COMPAC I SUBGRADE
<br />AROUND FOOTING TO 90%
<br />f° '� , " , /f MAX. DENSITY
<br />f
<br />12"
<br />DISABLED PERSONS SIGN POST
<br />SEE LANDSCAPE PLAN 2" 10"
<br />FOR MORE INFO ON 2- IN.
<br />PLANTINGS M2 i 2'4" MAX. "
<br />LOCATION
<br />DIMENSION LINE
<br />1 1/2" RADIUS
<br />1. EXTRUDED CURD DIMENSIONS PER
<br />(TYP)
<br />WSDOT STANDARD PLAN
<br />1" RADIUS (TYP)
<br />F- 10.42-00 TYPE 6
<br />2. PROVIDE CONTRACTION JOINT AT
<br />1" 0 WEEP HOLES
<br />10'-0" ON CENTER. JOINTS MAY
<br />AT LOW POINT
<br />BE FORMED DURING INSTALLATION
<br />ASPHALT PAVEMENT
<br />USING A RIGID DIVIDER OR SAWCUT
<br />AFTER CONCRETE CURES TO A
<br />MINIMUM STRENGTH
<br />'- —BOTTOM OF CUT/
<br />SAWED JOINT
<br />EPDXY
<br />EXTRUDED CONCRETE CURB
<br />T E. N.T.S. SCA
<br />SCALE: N.T.S.
<br />W (SEE NOTE 1) --DETECTABLE MARKING TAPE
<br />12"-18" BELOW FINISH GRADE.
<br />INSTAL #14 GAUGE COPPER
<br />TRACER WIRE DIRECTLY
<br />TOP OF ABOVE ALL STORM LINES
<br />SUBGRADE I1
<br />PIPE ZONE ...
<br />BACKFILL �r :
<br />(SEE NOTE 3) �.
<br />E t Mt 4� c �a
<br />GRAVEL BACKFILL FOR ' Jf'
<br />UA
<br />PIPE ZONE BEDDING '4}
<br />c ,
<br />SEE NOTE 2
<br />f
<br />€
<br />FOUNDATION--1 I�i�ruj
<br />CL
<br />°�_ -
<br />LEVEL
<br />7sj u J e
<br />THERMOPLASTIC PIPE (M 12 AND PVC SUITABLE NATIVE MATERIAL PER
<br />GEOTECHNICAL ENGINEER, COMPACT
<br />TO 95% MAX. DENSITY.
<br />MOUNT SIGN ON POST WITH
<br />APPROPRIATE HARDWARE -
<br />5'0" MIN.
<br />3000 PSI
<br />CONCRETE
<br />FOOTING
<br />SCALE: N.T.S.
<br />.UE
<br />6'-6 3/4"
<br />TRENCH WIDTH SHALL BE AS SPECIFIED
<br />IN SECTION 2-09.4 OF THE STANDARD
<br />NOTES:
<br />SPECIFICATIONS.
<br />2)
<br />GRAVEL BACKFILL FOR PIPE ZONE
<br />BEDDING SHALL BE IN ACCORDANCE
<br />WITH WSDOT STANDARD SPECIFICATIONS
<br />SECTION 9-03.12 (3) FOR DUCTILE
<br />IRON AND THERMOPLASTIC/N -12 PIPE
<br />AND PEA GRAVEL, FOR
<br />NON -PERFORATED TIGHTLINED FOOTING
<br />DRAIN OUTLET PIPING AND ROOF
<br />DRAINS..
<br />3)
<br />PIPE ZONE BACKFILL SHALL BE IN
<br />ACCORDANCE WITH WSDOT STANDARD
<br />SPECIFICATIONS SECTION 9-03.14(1),
<br />4" WIDE WHITE SOLID
<br />LINE AT EDGE OF
<br />STRIPING
<br />4" WIDE WHITE PAINT
<br />STRIPES AT 45'. APPLY
<br />PAINT PER SPECIFICATIONS
<br />SCALE: N.T.S.
<br />PER PLAN
<br />SCALE: N.T.S.
<br />0.51
<br />TOP OF EXTRUDED CURD
<br />A.C. PAVING PER PLAN
<br />r11miumm Kim
<br />='^�, ; DIAGONAL TENSION 1-1/4 I.D. SCH.40 GALV.
<br />`,` ROD W/ TURN STEEL FRAME (TYP)
<br />' "x`� } � _ ; BUCKLE
<br />?/- t TENSION
<br />/ RANDS <'
<br />' 4 a
<br />f
<br />rx12 O.C.=L x.
<br />r' 3/4" GALV. TENSION
<br />{ Fri a ;: BAR AT END POSTS
<br />GALV. CA ATE f ``'` 9 GAUGE GALV. CHAIN°
<br />LINK FABRIC FENCING' ;
<br />END POST, (TYP I> `., TWISTED BARBED ENDS r f,
<br />1 CLEAR (MAX.),' ..
<br />21" O.D. SCH. 40 GALV.
<br />STEEL LINE POSTS OR
<br />3" O.D. SCH. 40 GALV.
<br />STEEL END POSTS
<br />4,
<br />TENSION WIRE FINISH GRADE €
<br />z°
<br />1. PROVIDE ALL GALVANIZED STEEL END OR CORNER POST
<br />FENCE HARDWARE. 4 FOR TENSION ROD
<br />2. PROVIDE ALL GALVANIZED CHAIN
<br />LINK FABRIC AND TIES. g
<br />3000 PSI 31 PROVIDE DIAGONAL TENSION ROD
<br />CONCRETE (MIN.) AT CORNERS AND END POSTS,
<br />4. IF FENCE COMPONENTS ARE 12" AT LINE POST.
<br />DAMAGED AS A RESULT OF 16" AT END AND
<br />CONSTRUCTION, CONTRACTOR SHALL CORNER POSTS.
<br />REPLACE FENCE.
<br />CHAIN LINK FENCE
<br />SCALE: N.T.S.
<br />E
<br />S
<br />�-�-- NON -SLIP TREAD _ F .�. A��D SURFACE
<br />ELEVATION
<br />u SIDE ELEVATION
<br />SCALE: N.T.S.
<br />EYTRACuTI O
<br />SURFACE
<br />"Ach"NIFOIL TREAD F�TFMJSIOI
<br />L (SEE NOTE )
<br />4" COMPACTED DEPTH CRUSHED SURFACING BASE
<br />COURSE, COMPACT TO 95% MAXIMUM DENSITY
<br />SUITABLE PREPARED SUBGRADE, COMPACT
<br />UPPER 12" 10 90% MAXIMUM DENSITY
<br />Y 1
<br />Hal
<br />TRENCH EXCAVATION LIMITS
<br />w
<br />PER OSHA WISHA(TYP)
<br />_
<br />FINAL IMPORT STRUCTURAL
<br />BACKFILL PER SECTION
<br />_-- _
<br />REQUIREMENTS.
<br />PIPE ZONE BACKFILL
<br />-
<br />FLOW
<br />PER SECTION
<br />REQLJIREMENT,S.
<br />©2®WR
<br />CRUSHED BASE COURSE
<br />BEDDING.
<br />2'
<br />2'
<br />—
<br />AUTHORIZED TRENCH
<br />FOUNDATION
<br />OVEREXCAVATION AND
<br />FIRM
<br />SOFT
<br />BACKFILL, SEE NOTE 1.
<br />FOUNDATION
<br />FOUNDATION
<br />CONDITION
<br />CONDITION
<br />STRUCTURE ADAPTER
<br />(TYP)
<br />STRUCTURE +
<br />4€-0€€
<br />T
<br />1. AUTHORIZED OVEREXCAVATION WORK, DISPOSAL OF OVEREXCAVATED SOILS AND INSTALLATION OF AUTHORIZED
<br />OVEREXCAVATION TRENCH FOUNDATION BACKFILL MATERIALS SHALL BE DETERMINED BY THE GEOTECHNICAL ENGINEER
<br />AND AUTHORIZED BY THE OWNER.
<br />N I a OF milg ~�
<br />SCALE: N.T.S.
<br />I 13„
<br />S
<br />LAN
<br />SECTION -
<br />NOTES
<br />1.
<br />STEMS' -HALL BE STEEL REINFORCED COPOLYMER
<br />POLYPROPYLENE PLASTIC CONFORMING TO:
<br />A, ASTM D 478 AND AASIHTO M a1,99, MINIMUM
<br />HORIZONTAL PULLOUT RA i Ii �G SHALL BE 150M1
<br />1.65,
<br />NON -SLIP
<br />PATTERN
<br />B, ASTM Aa 615 GRADE 60 (DEFORMED
<br />REINFORCING STEEL MBAR),
<br />2.
<br />ONLY STEPS APPROVED MAY THE ENGINEER SHALL BE
<br />USED,
<br />3.
<br />ALL FABRICATION DIMENSIONS INDICATED ARE
<br />MINIMIUMi,
<br />4.
<br />THE MINIMUM TOTAL CROSS -SECTIONAL AREA OF
<br />1 HE EXPOSED PORTION OF THE STEP, INCLUDING;
<br />THE 1/2-INCH DEFORMED REINFORCING STEEL BAR,
<br />AND EXCLUDING THE NON -SLIP TREAD SURFACE,
<br />SHALL BE ONE SOUARE INCH
<br />a,
<br />THE ENTIRE POLYPROPYLENE PLASTIC MATTRIAL
<br />SURROUNDING THE REINFORCING STEEL BAR SHALL
<br />BE CAST MONOLITHICALLY. MINIMUM COVER SHALL
<br />ICE /16-IN[H.
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<br />6. iMIE FOLLOWING DIMENSIONS `HALL APPLY UNLESS
<br />OTHERWISE NOTED ON THE DRAWINGS OMM
<br />STANDARD PLANS FOR SPECIFIC STRUCTURES. 13 6"
<br />�-1/4", E1=1/4" ±1./4"
<br />7. STEP RUNGS SHALL BE SPACED AT A MAXIMUM OF
<br />1/2" GRADE 60 14-INCHES.
<br />ftIrINFOP�CIi��C
<br />STEEL RC STEPS SHALL BE INSTALLED IN ACCORDANCE WITH
<br />THE APPROVED MANUFACTURERS RECOMMENDED
<br />zL
<br />PROCEDURE,
<br />0
<br />9. STEPS IN THE CONE AN D I ISER SECTIONS WILL HAVE
<br />>SaM
<br />EXTENSION FROM WALL.. STEPS INSTALLED
<br />oil
<br />ui
<br />w
<br />i ABOVE
<br />CONE OR TOP SLAB .SHALT. BF A MAX OF 3"LU
<br />>
<br />UJ
<br />EXTENSION FROM WALL AND USED AS I nANDHOLD.
<br />ALSO SETS 60SA, 60 5B OIL 605-C.
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<br />per
<br />POLYPROPYLENE
<br />PLASTIC STEPS609
<br />-IIEET NO.
<br />C2.2Call
<br />811
<br />/ Ty �
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<br />two business days
<br />PROJECT
<br />�. ENM-
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<br />f Iir
<br />V!EW � FOR PERM!!, r
<br />before you dig
<br />18,831
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