VICTORIA_CU101---REV-0002.pdf

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SSMH 1

SMH 2

SMH 3

12" PVC INL=44.48

MH TOP=52.31

EXISTING SMH

CONNECT TO

INL=44.46

TOP=52.12

EXISTING SMH

CONNECT TO

INV=49.11

85'-12" RCP @ 0.5%

BOTTOM = 48.34

CULVERT , DITCH

DITCH AND DRAINAGE

MAINTAIN EXISTING

1.0% (MIN)

160'-4" PVC @

HYDRANT

EXISTING

FIRE HYDRANT

FIRE HYDRANT

WATERMAIN

TO EXISTING

CONNECTION

SERVICE

3" DIA. WATER

WATERMAIN

EXISTING

8" CONNECTION TO

3" DIA. WATER MAIN

3" DIA. WATER MAIN

& TRASH

PARKING

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®of Engineers

US Army Corps of Engineers

US Army Corps

ID

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8" SANITARY SEWER

3" WATERMAIN

4" S

ANI

TARY

SEW

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GENERAL NOTES THIS SHEET

PLAN VIEW N

80'0 40'

SHEET KEYNOTES

PLASTIC PIPE CULVERT

PROTECT EXISTING 13" CORRUGATED

CROSSINGS.

36" COVER IS PROVIDED UNDER ROAD

SANITARY SEWER PIPE WHERE LESS THAN

INSTALL STEEL PIPE SHEATHING ON PVC

OUTER EDGE OF SHOULDER.

FROM OUTER EDGE OF SHOULDER TO

LENGTH OF SHEATHING PIPE SHALL BE

SHEATHING PIPE FOR 8" DIA. PVC. THE

ASTM A500 BLACK STEEL PIPE AS A

ROAD (STREET) CROSSING, ADD A 10" DIA.

MINIMUM COVER CANNOT BE ACHIEVED AT

FEET FROM PIPE CROSSING. WHERE

WATER PIPE JOINTS NO CLOSER THAN 10

PRE-APPROVED BY THE ENGINEER, KEEP

ALL UTILITIES. UNLESS OTHERWISE

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UTILITY LOCATES.

LA ONE-CALL PRIOR TO CONSTRUCTION FOR

CONSTRUCTION. CONTRACTOR SHALL CALL

ALL UTILITIES PRIOR TO BEGINNING

AREA AND IS RESPONSIBLE FOR VERIFYING

EXISTING UTILITIES WITHIN THE PROJECT

8. THE CONTRACTOR SHALL BE AWARE OF THE

IT IS FOUND.

SERVICE AND REPAIRING THE LEAKAGE WHEN

SYSTEM PER LAC 51:XII.353.A BEFORE THE

DISINFECTING AN EXISTING WATER NETWORK

7. THE CONTRACTOR IS RESPONSIBLE FOR

EQUIPMENT SHOWN ON CU501.

AND RISERS, MANHOLES, AND ASSOCIATED

GRAVITY LINE, INCLUDING ALL SEVICE PIPES

SANITARY SEWER LINES TO THE EXISTING

THE MATERIAL AND INSTALLATION OF THE

6. CONTRACTOR SHALL BE RESPONSIBLE FOR

METER MATERIALS SHALL MEET LOCAL CODE.

METERING EQUIPMENT. CONNECTION, TAP AND

EAST BATON ROUGE FOR CONNECTION AND

THE CONTRACTOR SHALL COORDINATE WITH

INCLUDING CONNECTION, TAP AND METER.

WATERLINES TO THE EXISTING WATER MAIN

FOR THE MATERIAL AND INSTALLATION OF THE

5.THE CONTRACTOR SHALL BE RESPONSIBLE

SEPARATION IS EIGHTEEN (18) INCHES.

TEN (10) FEET, AND THE MINIMUM VERTICAL

POINTS OF THE WATER AND SEWER LINE IS

SEPARATION BETWEEN THE CLOSEST TWO

OF PIPE. THE MINIMUM HORIZONTAL

AND SEWER IS 3' (THREE FEET) COVER TO TOP

4. MINIMUM DEPTH OF BURY FOR WATERMAIN

INSTALLATION REQUIREMENTS.

3. SEE SHEET EU101 FOR OH ELECTRIC

2. SEE SHEET CS101 FOR SITE LAYOUT.

CONNECTIONS.

SANITARY AND WATER SERVICE

1. SEE SHEETS CU501, CU502, AND CU503 FOR

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8" WATERMAIN FOR FIRE SERVICE2

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