HomeMy WebLinkAbout261.20rnr1TROL JOINT (TYP)
(P=P.WOUS CONCRETE ONLY) DESIGNER TO SPECIFY
SPACIN3
DESIGN WATER SURFACE,
ELEVATLON CONTROLLED 10% MAX SLOPE F' MIN CHECK DAM
BY OUTLET 1 CLEARANCE
SEE PERMEABILE
u, '73a
PAVEMENT SECTION o- =
STD PLAIN 26110 4
'JTRO LEC OGNSITY FILL _
L'. FI i I•.�% qAM PER DE51GN€R 701 SPECIFY
;j r 053(1)E CHEICKDAM HEIGHT 3' MIN K -v
'TYP) CFEi.-.I;.AM REQUIRED 12 h":IN.
zOR SLCPL _ EEPER THAN Sib OESIGNER
TO SPECIFY SUBGRADE PER
STO PLAN 261 10 6"MIN SEOJING
CONTROLLED DENSITY FILL SUBSURFACE CHECK DAM
CONTROL JOINT{TYP)
(PERVIOUS CONCRETE ONLY)
CIE SIG NER TO SP EGI FY
DESIGN WATER SURFACE SPACING
ELEVATION CONTROLLED BY
OUTLET IU -6 MAX SLOPE
SEE PERMEABLE -
PAVEMENT SECTION
STD PLAN 261 iC °
I
I
SUBGRADE PER $TO PLAN 261 1D
COMMERCIAL CONCRETE
SUBSURFACE CHECK DAM PER
WSDOT SECTION 6.022 3(2)B (TYP )
CHECKDAM REQUIRED FOR
SLOPE STEEPER THAN 9`5
CLEANOUT PER STD
PLAN 226 VO
SEE PERMEABLE
PAVEMENT SECTION
STD PLAN 261 16
1"FAIN CHECKDAM
CLEARANCE
I
8..
II _
DESIGNER TO SPEi;fFY
4' MIN SUBSURFACE CHECK
DAM HEIGHT S^ FAIN KEY
CONCRETE BAND SUBSURFACE CHECK DAM
WATER LEVEL COMTRCLL FD 5Y
OUTLET ELEVATION
12' 1.1 IN
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UNDE R DRAI N AQQREGATE. 5AN 'ARYTE E
$EENOTE 1—j WT 0 PTIONRL
SLOTTED UNDER:DRAIN PIPE.. RISER ---IPE —
SEE NOTE 2
SUBGRADE PER $TQ PLAN 251 10
UNDERDRAIN AND OVERFLOW
NOTES: CONTROL STRUCTURE WITH RISER
SLOTTED UNDERDRA'N
SEE NOTE 2
6' MIN
BEDDING
SLOTTED UNDER7�R4
SEE NOTE 2
OUTLET ELEVATION,
DESIGNER TO SPECIFY
CLEAR
OUTFLOW
I�
12' MIN SUMP
1 JNCERCRAIN AGGREGATE SHALL MEET SFIECIFICA71ON IN THE CITY OF RENTON SJR -ACE "NATER DESIGN MANUAL ISWLIM) TABLE C2 7 1A PERMEABLE BALLAST PER
SPEC "3 %2)
2 UNDERORAIN TO BE 6- MIN (PRIVATE). 6" M;N. (PUBLIC) SLOTTED "PVC PER ASTM D1785 SCH 40 SLOTS PER SWDM C 2 7A OF SAfDM SLOPE PIPE AT 0 6% MIN UNLESS
OTHERVOSE SPECIFIED PRWOE ONE CLEANOUT MIN PER 100 FEET OF UNDERDRA.IN. AND AT EACH END SEE STD PLAN 22500
3 UNCERDRAIN SHALL BE PLACER IN FILTER MATERIAL PER SPECIFICATIDNS IN TABLE C 2 71AOF SWOM PIPE WILL HAVE A MINIMUM COVER DEPTH OF 12 AND BEDDING
DEPTH OF 6"
GENERAL NOTES;
1 SOC,fiELLINDFRORAINBELOW STRkCTURALPAVEMENT BASE DFP`H UNLESS OTHERWISE NUIED,6RAVVING15N4TTOSCALE(NTsll
STS. PLAN - ?6k.2�
[1-10PUBLIC WORKS PERMEABLE PAVEMENT, SUBSURFACE ROVE"
DEPARTMENT CHECK DAMS AND UNDErRDRAIN +� !
4
TTYP€
FL CB PER STD. PLAN
r. NII
_ 20O $0 OR OTHER STRUCTURE
_ --�
T MAX
LVITH APPROVAL
f
REMOVABLE PLUG
FOR MAINTENANCE
]
f
12" MIN
CLEAR
OUTFLOW
I�
12' MIN SUMP
1 JNCERCRAIN AGGREGATE SHALL MEET SFIECIFICA71ON IN THE CITY OF RENTON SJR -ACE "NATER DESIGN MANUAL ISWLIM) TABLE C2 7 1A PERMEABLE BALLAST PER
SPEC "3 %2)
2 UNDERORAIN TO BE 6- MIN (PRIVATE). 6" M;N. (PUBLIC) SLOTTED "PVC PER ASTM D1785 SCH 40 SLOTS PER SWDM C 2 7A OF SAfDM SLOPE PIPE AT 0 6% MIN UNLESS
OTHERVOSE SPECIFIED PRWOE ONE CLEANOUT MIN PER 100 FEET OF UNDERDRA.IN. AND AT EACH END SEE STD PLAN 22500
3 UNCERDRAIN SHALL BE PLACER IN FILTER MATERIAL PER SPECIFICATIDNS IN TABLE C 2 71AOF SWOM PIPE WILL HAVE A MINIMUM COVER DEPTH OF 12 AND BEDDING
DEPTH OF 6"
GENERAL NOTES;
1 SOC,fiELLINDFRORAINBELOW STRkCTURALPAVEMENT BASE DFP`H UNLESS OTHERWISE NUIED,6RAVVING15N4TTOSCALE(NTsll
STS. PLAN - ?6k.2�
[1-10PUBLIC WORKS PERMEABLE PAVEMENT, SUBSURFACE ROVE"
DEPARTMENT CHECK DAMS AND UNDErRDRAIN +� !