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<br />EX WALL - - - - BROADWAY AVE / - - - - - - -
<br />FDC PER RIM=43 434.7
<br />A / PROTECT COE 515IE 42
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<br />EX PP • BLOCK WALL - MAX HEIGHT 12 4 ONC NW 4 5.28
<br />441.25 SEE DE AIL 4 ON THIS SHEET IE 429.82 18"CONC S NEW IE DRAINS
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<br />- _ _ MEASURED WN= - - - -
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<br />418. 77 1 EVO S NEW
<br />LEGEND:
<br />OVERLAY2" GRIND AND
<br />•PERMEABLE PAVEMENTv
<br />CONCRETE PAVEMENT
<br />-------- SAW CUT LINE
<br />3
<br />6" CURB
<br />WATER NOTE
<br />1. WATER CONNECTIONS TO MAIN TO BE PERFORMED BY CITY OF EVERETT PUBLIC WORKS CREWS UNDER SEPARATE
<br />UTILITY PERMIT BASED ON COST ESTIMATE PAID FOR BY APPLICANT/CONTRACTOR.
<br />2. FIRE CONNECTION REQUIRE DCDA WITHIN 70-FEET OF WATER MAIN PER COE DETAIL 515 OR 523
<br />SEWER NOTE:
<br />1. PUMP SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS.
<br />2. ANY PLUMBING WITHIN THE BUILDING MUST COMPLY WITH THE CURRENT UNIFORM PLUMBING CODE AS AMENDED
<br />BY THE STATE OF WASH.
<br />3. THE SIDE -SEWER OUTSIDE THE BUILDING MUST COMPLY WITH THE CITYS DESIGN AND CONSTRUCTION
<br />STANDARDS.
<br />4. OTHER METHODS FOR BACK -WATER PREVENTION MUST BE APPROVED BY THE CITY.
<br />5. PRIVATE MH ACCESS STRUCTURE MUST BE WATER TIGHT, CORROSION RESISTANT & SUIT ABLE FOR
<br />UNDERGROUND BURIAL COVER MUST BE GAS -TIGHT, LOAD -SUPPORTING AND REMOVABLE•RECOMMENDED
<br />STRUCTURE IS 30" DIA REINFORCED CONCRETE WITH BELL UP. PROVIDE MANHOLE (MH) FRAME AND COVER
<br />(STANDARD DRAWING 610 OR 611).
<br />6. COMMERCIALLY MANUFACTURED FRP PUMP WITH SUMP IS ALSO SUITABLE.
<br />RECORD DRAWING
<br />This Record Drawing has been prepared, in part,
<br />based on "As -Built" information provided by
<br />others. Though the as -built information and this
<br />drawing are based on the best available
<br />information, no presumption should be made
<br />regarding the drawing's accuracy.
<br />Jim Knappert 08/20/2024
<br />Permit Inspector
<br />2" A/C PAVEMENT
<br />6" CRUSHED ROCK
<br />BASE
<br />COMPACTED
<br />SUBGRADE
<br />A/C PAVEMENT
<br />NOT TO SCALE
<br />PERMEABLE ASPHALT OR CONCRETE
<br />AGGREGATE SUBBASE 3" MIN. i�%�/j
<br />SCARIFY NATIVE SUBGRADE
<br />NOTES: 2" MIN. (4" IF COMPACTED)
<br />1. PERMEABLE PAVEMENT SURFACE AREA DIMENSIONS & PAVEMENT SLOPE MUST BE
<br />SHOWN ON DRAINAGE CONTROL PLAN VIEW.
<br />2. AGGREGATE SUBBASE SHALL BE CLEAN, CRUSHED GRAVEL - SEATTLE TYPE 22 OR 24
<br />FOR WALKWAYS, & SEATTLE TYPE 13 FOR VEHICULAR APPLICATIONS.
<br />3. THE LEVELING COURSE SHALL BE A FREE DRAINING AGGREGATE, & SHALL NOT
<br />RESTRICT THE INFILTRATION RATE THROUGH THE SYSTEM. FRACTURED JOINTING SAND
<br />IS NOT ALLOWED.
<br />4. CHECK DAMS ARE REQUIRED IF SUBGRADE SLOPE IS GREATER THAN 5%, OR IF DESIGN
<br />REQUIRES A SET AGGREGATE RESERVOIR BASE.
<br />5. PERMEABLE PAVEMENT SURFACES HAVE NO SETBACK REQUIREMENTS.
<br />6. EDGE RESTRAINT FOR PAVERS SHALL BE A FORMED CONCRETE BORDER EXTENDING TO
<br />THE BOTTOM OF THE AGGREGATE OR MANUFACTURED PRODUCT INSTALLED PER
<br />MANUFACTURER'S RECOMMENDATIONS FOR INTENDED USE.
<br />PERMEABLE PAVEMENT"
<br />NOT TO SCALE
<br />TOOLED EDGE
<br />1" R (TYP.)
<br />1 /2" R (TYP. )
<br />NOTES:
<br />1. BOTTOM OF CURB TO BE SET ON COMPACTED
<br />SUB -BASE OR NATURAL UNDISTRIBUTED SOIL.
<br />2. FINISH ALL EXPOSED CONCRETE SURFACES SMOOTH.
<br />3. PROVIDE 1 /2" EXPANSION JOINTS 0 25'-0" O.C. MAX.
<br />AND AT CURVES, TANGENTS, AND CORNERS.
<br />CURB DETAIL
<br />NOT TO SCALE
<br />NEAR VERTICAL - KEYSTONE STANDARD UNITS-1 8" (457mm) I
<br />MAX. HGT.
<br />■t
<br />O t
<br />Soil Type Level
<br />4H:1 V
<br />3 H -_ 1 V
<br />211 1V
<br />Sand/Gravel
<br />4.33'
<br />3.67
<br />3.67'
<br />3.00'
<br />(1.30m)
<br />(1 r1Orri)
<br />(1,10rn)
<br />(0.91m)
<br />Silt Sand
<br />!
<br />3.67'
<br />3.00'
<br />3.00'
<br />3.00'
<br />_ 10 m
<br />(0-91 m)
<br />(0_91 r,frl)
<br />(0_91 m )
<br />Silt/Lean Clair
<br />3,67'
<br />(1.10m)
<br />3.00'
<br />(0,91 m)
<br />3,00'
<br />(0,91 m)
<br /><1.00'
<br />(0_30m)
<br />KEYSTONE WALL DETAIL
<br />NOT TO SCALE
<br />GRAVITY WALL SCHEMATIC
<br />5ecbackl13atter
<br />Cap Unit
<br />Keystone Standard Oriits
<br />Wall Height
<br />Leveling Pad
<br />w .-qv
<br />Backslope or Surcharge
<br />r �-- Low Permeability Soil
<br />` Compacted Rill done
<br />as Required
<br />Wall Height (H) is the total height
<br />from top to bottom.
<br />�2etdin@ jpir 2qn@
<br />Minimum wall embedment is S inches
<br />_
<br />(I SQmM) or Heightl8, whichever is
<br />greater for lovel toe,
<br />Unit Drainage Fill
<br />Subsurface soils must be capable of
<br />supporting wall system
<br />\� Limit of Excavation
<br />Unit drairlag fill isr: inch (10mm)
<br />clean crushed stone.
<br />Leveling pad is crushed stone base
<br />material.
<br />(if required
<br />All backfill materials.are compacted
<br />to 95% Standard Proctor [Density or
<br />% Modified Proctor Density,
<br />Finished grace must provide positive
<br />drainage.
<br />08/19/2024
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<br />scale date
<br />AS SHOWN 08/19/2
<br />job no.
<br />2022161
<br />sheet C 3. 0 of
<br />
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