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2. FOR VERTICAL AND HORIZONTAL PIPE JOINT
DEFLECTIONS IN WATER LINE, DEFLECT PIPE JOINTS
17u
NO MORE THAN HALF OF MANUFACTURER'S
W RECOMMENDED MAXIMUM.
447 LF 12" W (CL. 52 DI
3: 3. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE
7. WRAPPED WITH BLACK, TUBE --FORM POLYETHYLENE
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4"-0" MIN COVER AT NOTE 2
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3350 Monte Villa Parkway r BHC Consultants, LLC
Bothell, Washington 98021-8972 720 Third Avenue, Suite 1200
■ Seattle, Washington 98104 -1820
(425)951 -4800 CONSULTANTS (206) 505-3400
206 505 -3406
(425)951 --4808 Fax
whpacific. com Formerly a Diwslon of Berryman 8 Henigar
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REVISION
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TO REMAIN EX
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EL 24.1 TO 26.9± +
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EX 6' D A CMP
< LEGEND.
UTI ,.,l DO TO BE
BACKFIL ED JOINT TRENCH 5EG .r
SEE DW6 SD04 ^ wl , to z D AAA
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00
TO REMAIN EX
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EL 24.1 TO 26.9± +
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EX 6' D A CMP
< LEGEND.
UTI ,.,l DO TO BE
BACKFIL ED JOINT TRENCH 5EG .r
SEE DW6 SD04 ^ wl , to z D AAA
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CITY OF RENTON
SOUTH LAKE WASHINGTON
ROADWAY IMPROVEMENTS
UTILITY PLAN AND PROFILE
LOGAN AVE. N. STA. 46 +50 TO STA. 51 +00
4/17/06
fly:
PAGE
86 204
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aw RENTON
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AT ML WAM
DATUM
Planning /wilding /Public Works Dept.
F M9 ors mm
SCALE At.Y
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CITY OF RENTON
SOUTH LAKE WASHINGTON
ROADWAY IMPROVEMENTS
UTILITY PLAN AND PROFILE
LOGAN AVE. N. STA. 46 +50 TO STA. 51 +00
4/17/06
fly:
PAGE
86 204