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2" MINIMUM COMPACTED DEPTH OF ASPHALT CONCRETE (AC)
4" MINIMUM COMPACTED DEPTH CRUSHED ROCK BASE COURSE (CRB)
-------------------------------------------------------------
---------------------------------------------------------------
SUBGRADE
NOTE:
BOTH THE BASE COURSE AND THE SUBBASE SHALL BE COMPACTED TO 95
PERCENT OF THE MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH A
MODIFIED PROCTOR COMPACTION TEST (ASTM D 1557). PRIOR TO PAVING, THE
SUBGRADE AND BASE COURSE SECTION SHOULD BE PROOF —ROLLED WITH A
LOADED DUMP TRUCK (OR EQUIVALENT) TO CHECK FOR SOFT OR YIELDING
CONDITIONS. ANY YIELDING AREAS WILL BE REPLACED WITH STRUCTURAL FILL.
ASPHALT PAVING DETAIL
SCALE: N. T.S.
CEMENT CONRETE
CURB & GUTTER DETAIL
SCALE. N.T.S. (RENTON DETAIL BW18C)
{ 65
ZONAL
�l
EXPIRES: SEPT. 1,29dr SoPI
I�D�a uv5, cps o 1z
LADDER _ SSE kC S
-2W6r 2 �d(o
TOP OF CURB
AT APPROACH
10"
EXTRUDED CEMENT
CONCRETE CURB DETAIL
SCALE: N.T.S. (RENTON DETAIL BW18C)
r12" INLET PIPE
r IE=22.24
LIVE STORAGE
.:
3350 Monte Villa Parkway
Bothell, Washington 98021-8972
(425)951-4800
(425)951-4808
whpacific.com
20. 00'
STEEL TIE BAR
CONCRETE DIVIDER
WALL
LIVE STORAGE
DEAD STORAGE
20.00'
DETENTION VAULT NORTH ELEV.
SCALE: N. T.S.
Planners Engineers • Surveyors Landscape Architects ( NO.
REVISION
CONCRE
WALL
EXTRUDED CEMENT 4" CEMENT 4.17" ORIF
CONCRETE CURB CONCRETE SIDEWALK EL. 23.02
A.C. PAVEMENT - 2% ----
°- - OUTLET PIPE
-I I I!
ElIbll�ll�l� I-,,, „ — -�T I.E.=20.8
CURB/SIDEWALK DETAIL
ORIFICE PLA
W/5.79" SH(
DRILLED ORIFICE
CONTROL STRUCTURE DETAIL
SCALE: N. T. S. C4. SCALE: N. T.S.
>. EL. 25.62
4.20" ORIFICE
EL. 24.37
g�.6
CONNECT TO CONCRETE
WALL WITH CONCRETE
ANCHORS
18" 0 RISER PIPE
..:.art 67A1'f; w/
LONi'TiR,b !. ROD Qb Q-
c.�ga6u
_ ta�.ry 2- o2m
�� ff
to
50.00' 50.00'
3.5' OPENING
D EL. 26.12 ,
ir) 12" INLET PIPE
IE= 22.24
� 12" INLET PIPE �
IE=22.24 `n
7 0.005 FT/FT
EXISTING GROUND 135.00'
ELEV. 27.8t
DETENTION VAULT EAST ELEV.
BOTTOM OF LID EL. 26.12
12" INLET PIPE
fIE=21.28
18" OUTLET PIPE
IE=20.87
EL. 17.21
SURVEYED:
DESIGNED:
DRAWN: W
CHECKED:
^
JDD
BY DATE APPR APPROVED:
SCALE:
SCE
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
3.5' OPENO
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
SCALE: N. T.S.
50. 00,
0.005 FT
50.00'
135.00'
DETENTION VAULT WEST ELEV.
SCALE: N. T.S.
CITY OF
RENTON
Planning/Building/Public Works Dept.
SCANINCED OCT 2 8 2001
6"I MIN
I raw
4 CONTROL STRUCTURE
W/SOLI t5 LI D
DEAD STORAGE 4 "�
v-
EL. 20.20
EL. 16.53
Checked for Compliance to City Standards
'may�ti�
1 oll�6r
RENTON VILLAGE
RVA CENTER, LLC.
GRADING AND
DRAINAGE DETAILS
DATE:
08/09/05
FIELDBOOK:
PAGE: _
DRAWING NO:
C4.1
SHEET: OF: n
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