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SEE ISSAQUAH SCHOOL DISTRICT ANDRAIL
SEWER MAIN EXTENSION PLAN _ OPENING
SHEET SS -09 FOR 12" PVC 17 g 2' -0"
SANITARY SEWER GRAVITY MAIN. HANDRAIL "r <,
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PIPE AT SLOPE 0.83 P OPENING '<
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END LIBERTY HIGH SCHOOL PUMP I.E.= 422.25, 12 "0 19 20
STATION PROJECT SEWER GRAVITY 1 <'
MAIN CONSTRUCTION. - I GE
HINGE 5 �
4'-0"
OVERFLOW
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151 O 14 34 NOTES:
1. SEE STRUCTURAL PLANS FOR DIMENSIONS, ELEVATIONS, AND
1' -2" I I 33 I REINFORCING SPECIFICATION.
29 2. SEE GENERAL NOTES FOR PAINTING SCHEDULE.
INGE: 3. SEE ELECTRICAL PLANS FOR FLOAT HANGER AND TRANSDUCER
1 - - -- - 44 CONNECTIONS AND LOCATIONS.
13 34
47 HINGE 35
VALVE VAULT 36 12
SEE ISSAQUAH SCHOOL DISTRICT 45
SEWER MAIN EXTENSION PLAN 42 41 31 34 29 29
SHEET SS -13 FOR 8" C900 34
SANITARY SEWER FORCE MAIN. .'Q - .1- 2' -6" 37
31 35 40 39 44 1 —1" 38
END LIBERTY HIGH SCHOOL PUMP
STATION SEWER PROJECT FORCE 3' -10" a
MAIN CONSTRUCTION. LINK SEAL (TYP.)
PLAN VIEW
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AN If . ow INCH
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5- 351604
LIBERTY HIGH SCHOOL
PUMP STATION
MECHANICAL PLAN
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