HomeMy WebLinkAbout263.40CONFIGURATION ON SLOPING GROUND
DOWNSPOUT WITH CLEANOLIT FILTER, SEE DETAIL
CLEANOUT PER STC. PLAN 226.[10
10' MIN LEVEL TRENCH WITH
PERFORATED PIPE. SEE NOTE 1
5'
MIN
S
- MIN
A 11
I �
CLEANOUT PER !!
STD PLAN225.44 ji
— — — — — — — — — — TO STORM DRAIN SYSTEM J
I — ----- — ——---_... -- — — —
I
>a I I
5 6 I
MIN MIN
1 I TO STORM DRAIN SYSTEM
`DOWNSPOUT WITH CLEANOUT
FILTER, SEE DETAIL 1► 10' MIN. LEVEL TRENCH WITH
PERFORATED PIPE, SEE NOTE 1
0....,..,..-.....----------------- - -- r
CONFIGURATION ON FLAT GROUND
COMPACTEQ TOPSOIL OR OTHER CLEAN FILL
NON-VWOVEN GEOTEXTILE FOR SEPARATION
ON TCP AND SIDES OF TRENCH PER'44SDOT
SPECIFICATIONS SECTION %33 2(1) TAEILE 3
PLAN VIEW OF PARCEL
6" MIN PVC
PERFORATED PIPE
PER ASTM 01785
° FILTER SCREEN
1 112"- 34" WASHED
�e4 rC3 DRAIN ROCK
24" MIN
MIN. T ABOVE SEASONAL. HIGH
GROUNDWATER TABLE
SECTION A
S❑LIDSI
LEAVES
TYPICAL DOWNSPOUT
CLEANOUT DETAM
NOTES -
1 TRENCH LENGTH TO BE 18 FEET IN LENGTH FOR EVERY 5,004 SF OF CONTRIBUTING IMPERVIOUS SURFACE, ❑R 35.480 SF
OF NON-NATIVE PERVIOUS SURFACE, OR PORTON THEREOF.
GENEM NOTES:
1 1MRLTRATION TRENCHES LIMITED TO ROOF RUNOFF FROM $!NgLE•FAMILY OR DUPLEX HOMES OR TO CDNTROL
BASEMENT FLOODING. CONSULT WA DEPARTMENT OF ECOLOGY REGULATIONS FOR UNDERGROUND INJECTION
CONTROL PROGRAM (UICj FOR OTHER TYPES OF RUNOFF MANAGEMENT.
2 IMPERVIOUS AREAS LARGER THAN 14.404 SF AND NON-NATIVE PERVIOUS AREAS LARGER THAN 36,004 SF MAY REgLJIRE
LARGER PIPE AND SHOULD BE DESIGNED BY A OV1L ENGINEER
3. THE PERFORATED PIPE MAY NOT BE PLACED IN A CRITICAL AREA BUFFER OR ON SLOPES STEEPER THAN 25%
4. SEE SECTION C.2. 11 OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL FOR ADDITIONAL REQUIREMENTS.
UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE [NTSj
STD. PLAN - 263.40
• JPUBLIMORKS PERFORATED STUB -OUT
DEPARTMENT CONNECTION AM
Nkw " a DATE
6" MIN.
a
Ir MIN
r�
ri �
11
UNDISTURBED NATIVE SOIL
PLAN VIEW OF PARCEL
6" MIN PVC
PERFORATED PIPE
PER ASTM 01785
° FILTER SCREEN
1 112"- 34" WASHED
�e4 rC3 DRAIN ROCK
24" MIN
MIN. T ABOVE SEASONAL. HIGH
GROUNDWATER TABLE
SECTION A
S❑LIDSI
LEAVES
TYPICAL DOWNSPOUT
CLEANOUT DETAM
NOTES -
1 TRENCH LENGTH TO BE 18 FEET IN LENGTH FOR EVERY 5,004 SF OF CONTRIBUTING IMPERVIOUS SURFACE, ❑R 35.480 SF
OF NON-NATIVE PERVIOUS SURFACE, OR PORTON THEREOF.
GENEM NOTES:
1 1MRLTRATION TRENCHES LIMITED TO ROOF RUNOFF FROM $!NgLE•FAMILY OR DUPLEX HOMES OR TO CDNTROL
BASEMENT FLOODING. CONSULT WA DEPARTMENT OF ECOLOGY REGULATIONS FOR UNDERGROUND INJECTION
CONTROL PROGRAM (UICj FOR OTHER TYPES OF RUNOFF MANAGEMENT.
2 IMPERVIOUS AREAS LARGER THAN 14.404 SF AND NON-NATIVE PERVIOUS AREAS LARGER THAN 36,004 SF MAY REgLJIRE
LARGER PIPE AND SHOULD BE DESIGNED BY A OV1L ENGINEER
3. THE PERFORATED PIPE MAY NOT BE PLACED IN A CRITICAL AREA BUFFER OR ON SLOPES STEEPER THAN 25%
4. SEE SECTION C.2. 11 OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL FOR ADDITIONAL REQUIREMENTS.
UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE [NTSj
STD. PLAN - 263.40
• JPUBLIMORKS PERFORATED STUB -OUT
DEPARTMENT CONNECTION AM
Nkw " a DATE