HomeMy WebLinkAbout226.00TRAFFIC RATED CAST IRON
CLEAN OUT BOX COYER, CAST
IRON VALVE BOX. OR EQUAL -
PAVED AREA
SOILTInH'
COUPLER
UNDERVRAIN PIPE
SEE NOTE 1
t�f
OVERFLOW
1UCTURE OR
?RYA MAIN
-1 � p 4
TYPICAL CLEANOUT CONFIGURATION
TRAFFIC RATED LOCKING CAST IRON LID
OR VALVE BOX PER MANUFACTURER
RECOMMENDATIONS SEE 140TE 2
LANDSCAPING
_ EXTEND CLEANOUT
F" ABOVE DESIGN PONDING
ELEVATION OR PER PLAN -
72 DESIGN PONDING
ELEVATION
2"x2'xi'THICK
CONCRETE COLLAR
ADO VALVE BOX EXTENSION
OR SOIL PIPE AS NECESSARY
TO ACCOMMODATE O 0 OF
RISER PIPE
FERNCO GASKETED
QUIK CAP OR SIMILAR
4" STREAMSED COBBLER
PER WMSDOT M311(2)
t"I ANOUT TOP LOCATED WITHIN
BIQIZETENTION PONDING AREA
NOTES:
1 UNDERDRAIN PIPE PER STD PLAN 392 OD DIAMETER TO BE 64NCHES MIN PRIVATE. 84NC11ES MIN PUBLIC
2 CLEANOUT COVER TO BE LOCKING WITH ALLEN HEAL} BOLT, MARKED -DRAIN CLEANOUT,—CLEANOUT," 'UO;' OR SIMILAR
GENERAL NOTES:
1 UNDERDRAINS FOR STORMWATER FACILITIES SHALL HAVE AN ACCESS PGINT (CLEANOUJT. OBSERVATION PONT. OR
OVERFLOW STRUCTUREjAT EACH END AND AMINIMVM SOF EVERY ifm FEET OF PIPE
2 CLEANGUT PIPE SHALL 8E SAME SIZE AND MATERIAL AS UNDERORAIN PIPE
3. CLEANOUT SMALL BE INSTALLED TO ALLOW FOR MAINTENANCE ACCESS TO ALL PIPES.
4 ALL FITTINGS SHALL BE SOIL TIGHT
5. CLEANOUT RISER TOP SHALL BE LOCATED OUTSIDE OF FACILITY UNLESS APPROVED OTHERWISE, ANV OUTSIDE OF PONDING
AREAS WHERE POSSIBLE
UNLESS OTHERWISE Y10TED, DRAWING IS NOT TO SCALE (NISI
STD. PIAN - 226.00
03PUBLIC WORKS aPpRcsYEa:
DEPARTMENT STfIR�II ATER FACILITY CLEANOUTlATE