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CONTRACTOR TO SAWCUT, REMOVE &
REPLACE IN KIND EX. CURB, SIDEWALK,
ASPHALT AND LANDSCAPING AS
NECESSARY FOR CONSTRUCTION.
FINAL GRADING TO OCCUR PRIOR TO
WATERLINE CONSTRUCTION.
PAD GRADING FROM APPROVED TESC
PLANS SHALL BE COMPLETED PRIOR TO
INSTALLING WATERMAIN.
ALL MECHANICAL JOINT FITTINGS AND
VALVES SHALL HAVE MEGALUGS (OR
EQUAL) RETAINER GLANDS IN ADDITION
TO CONCRETE THRUST BLOCKS.
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SAWCUT, REMOVE AND REPLACE EX.
CURB, GUTTER, SIDEWALK AND ASPHALT
AS NECESSARY FOR WATERMAIN
CONSTRUCTION. COORDINATE SIDEWALK
REPLACEMENT WITH GARDEN AVE N ROAD
IMPROVEMENT PLANS.
(DNS L:
STA. 15+99
1-12"02" CUT -IN TEE (ALL FL)
3-12" GATE VALVES (FLxMJ)
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EXISTING TREES TO REMAIN
20" PVC I.E. W=28.82'
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O1 CONTRACTOR TO FIELD VERIFY HORIZONTAL AND
VERTICAL LOCATION OF UTILITIES. NOTIFY ENGINEER
OF ANY DISCREPANCIES.
O CONTRACTOR TO COORDINATE WITH PLUMBING
PLANS FOR BUILDING CONNECTION.
@2- DOMESTIC METER W/RPBA PER CITY OF RENTON
STD. PLAN NO. 350.20.
® 1" IRRIGATION METER AND DCVA.
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20° PVC I.E.
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20° PVC I.E. E=28.44' RIM=35.32'
20" PVC I.E.
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VERTICAL LOCATION OF UTILITIES. NOTIFY ENGINEER
OF ANY DISCREPANCIES.
O CONTRACTOR TO COORDINATE WITH PLUMBING
PLANS FOR BUILDING CONNECTION.
@2- DOMESTIC METER W/RPBA PER CITY OF RENTON
STD. PLAN NO. 350.20.
® 1" IRRIGATION METER AND DCVA.
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