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DAMAGES TO EXISTING ROAD STRUCTURE AND UTILITIESJO BE REPAIRED BY THE
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EXISTING UTILITIES TO BE LOCATED AND MARKED IN FIELD BY CONTRACTOR BEFORE
STARTING EXCAVATION FOR NEW CONSTRUCTION.
SURVEYING FOR EARTHMOVING WORK TO BE DONE BY CONTRACTOR BEFORE AND
AFTER FINISHING WORK AND BE APPROVED BY THE OWNER.
FILE 554-42-81 44
" NOTE:
BENTONITE SLURRY TRENCH FINAL DIMENSION SHALL BE
EL. 24.0' AS DIRECTED BY THE SOIL ENGINEER IN CHARGE OF THE CONSTRUCTION
OF THIS ITEM.
FOR DIKE CONSTRUCTION DETAILS SEE SECTION A -A SHEET NO.5
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CHLORINATION, EMERGENCY GENERATOR
AND LABORATORY).
2 - FUEL GROUND TANK. (6000 GLS.)
3 - CHEMICAL SILO.
4 - PRECIPITATOR OVERFLOW SUMP
5 - PROPOSED PRECIPITATOR.
6 - FUTURE PRECIPITATOR.
7 - TRANSFER PUMPS SUMP AND BACKWASH
PUMP PAD.
8 ` PROPOSED GRAVITY FILTERS.
9 FUTURE GRAVITY FILTERS.
10 - GROUND STORAGE RESERVOIR.
II - FUTURE GROUND STORAGE.
12 - METER TO DISTRIBUTION SYSTEM.
13 -- STORAGE BUILDING.
14 - AERATOR.
15 - SUPERNATANT RETURN PUMP,
16 - MANHOLE.
17 - SLUDGE PUMPS.
18 - SLUDGE PIT.
19 - FUTURE ALUM TANK.
20- ELEC. TRANSFORMER
21 - HYDROPNEUMATIC TANK
BACKWASH WATER SAFE ALL
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-�' D. E.R. APPR. NO. W C 31- 2026 B DATED 10- 30- 81
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3 - CHEMICAL SILO.
4 - PRECIPITATOR OVERFLOW SUMP
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6 - FUTURE PRECIPITATOR.
7 - TRANSFER PUMPS SUMP AND BACKWASH
PUMP PAD.
8 - PROPOSED GRAVITY FILTERS.
9 - FUTURE GRAVITY FILTERS.
10 - GROUND STORAGE RESERVOIR.
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12 - METER TO DISTRIBUTION SYSTEM.
13 -- STORAGE BUILDING.
14 - AERATOR.
15 - SUPERNATANT RETURN PUMP.
16 - MANHOLE.
17 - SLUDGE PUMPS.
18 - SLUDGE PIT.
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