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SIGNED. 01 f 17/13
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- EXISTING CURB EXISTING SIDEWALK EXISTING ROADWAY � EXISTING LANDSCAPING Lu
EXISTING PARKING / j
11°BENDS W � cz ui
20 PROPOSED PVC FORCE 20' � Q
MAIN PROFILE - � 61
PROPOSED � Q I,V O
VALVE VAULT � � 2" STYROFOAM AT O� 1 h W M
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NOT '= 45 BENDS
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CONTINUOUSLY RISING � um
SLOPE TOWARDS DISCHARGE
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NOTE:
1. EXISTING UTILITY DEPTHS ARE NOT CONFIRMED AND ARE BASED
ON BEST INFORMATION AVAILABLE DURING DESIGN. CONTRACTOR
SHALL VERIFY DEPTH IN THE FIELD PRIOR TO INSTALLING FORCE
MAIN. NOTIFY ENGINEER IF THERE IS DISCREPANCIES.
2. CONTRACTOR SHALL POT HOLE TO VERIFY DEPTH BEFORE
STARTING CONSTRUCTION OF PROPOSED FORCEMAIN.
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REVISED TO CONFORM
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REVISED PER CONSTRUCTION RECORDS
NO, REVISION
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