HomeMy WebLinkAboutR-385705ROCKERY WALL (TYP.) SEE -
DETAIL ON SHEET GR -03
r
2' BETWEEN PROPERTY
AND BACK OF WALL
DRAIN ROCK
20.22INTERCEPTOR SWALE
TOP=4M W/CHECK DAMS 0 S=1.0%
0E=449.94 TOE=453.10
Tom'=454.60
TOE=448.60
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tl 455.3 455.6 457.4 i 457.7 ; 462.9 463.2 ce
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i2 TM ' i.%6
455.0 =456.00 ME=45d.7o
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TOP=A•i6.70
LOCK WALL ; ; TOE=486.00 TOP=4.2D
SEE DETAIL ON (TYP.) �4
TOE=45a.7o M^ GRADING LIMITS
SHEET GR -03 I
454.7 .4 33- \ 32 _
-- ---
PAD=464.2
'PAD=458.7
CONSTRUCTION ENTRANCE PER STD
•• PAD=456.0- '
^f, DETAIL 214.00 ON SHEET GR -03
t ,
TQP=4"-20
TOE=456.00 TOE=458.70
454.4 CATCH BASIN FILTER (TYP)
' TOP=454.70 _ PER STD PLAN 216.30 ON
,TOE=456.00 - - TOE=458.70
Nr�i�TLAND TO � SHEET GR -03.
,I
FILLED
I TOE=453.80
yy,,jOP=44.74
�TOE=443.83`•24' PUBLIC ACCESS EASEMENT
- WALL DRAIN W/SPLASH
PAD EXTENDED TO
BOTTOM OF SLOPE SEE
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DETAIL ON SHEET DT -02
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REVISION
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SCALE: 1 " = 20-
20
020 10 0 20 40
CONTOUR INTERVAL = 2'
LEGEND
- - - -►
CLEARING LIMITS
0o
FILTER FABRIC FENCE
�r
CUTOFF SWALE
• • • +�-
INTERCEPTOR DITCH
- -C}-- - -C}- -
N.G.P.E. FENCE
CD
�r
ROCK CHECK DAM
®
SEDIMENT FILTER
®
STRAW BALE
�d
GRAVEL CONE
_
RIP RAP PAD
CDtt
CONSTRUCTION ENTRANCE
r�
EXISTING TREE TO REMAIN
EARTHWORK QUANTITIES
STRIPPING (ASSUMED 12") 670 CYDS
CUT 166 CYDS
FILL 3,068 CYDS
NET FILL (NEAT LINE) 2,902 CYDS
NOTE:
ALL STRUCTURES ON SITE TO BE REMOVED.
NOTES:
PAD = STRUCTURAL GRADE
12" OF STRIPPING TO BE ADDED
TO STRUCTURAL PAD.
EARTHWORK QUANTITIES ARE FOR PERMIT
PURPOSES ONLY.
QUANTITIES ARE "NEAT LINE" ONLY. THE
QUANTITIES DO NOT ACCOUNT FOR ANY SHRINK
OR SWELL FACTORS. IT IS THE CONTRACTORS
RESPONSIBILITY TO CALCULATE THE EARTHW O('
VOLUMES FOR BID PURPOSES.
CHECKED FOR COMPLIANCE TO CITY STANDARDS
R 3857
SCALE. • • � WO n3/»•� GREENLEAF 3 LOT ADDITION tea► ll
�o �► CITY OF
RENTON
GRADING & T.E.S.C. PLAN PAS:
ONE INCH IDATUM DRINAM NO:
AT FULL SCALE Planning/Building/Public Works Dept. f%0-01
IF NOT ONE INCH
SCALE ACCORDINGLY UTILITY PERMIT #U-15001022
sHEEr: s OF: 10
CDS 8385705
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