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TYPE II EXCAVATION
TYPE A BACKFILL ABBREVIATIONS
ANGLE POINT z
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EXI ING GROUN 'ri DUCTILE IRON
& FINISHED G E F LINEAL FEET
4830 SQUARE YARD O
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8, GENERAL NOTES: WW ON
1) NEW WATER LINE SHALL HAVE A MINIMUM OF 6.5 FEET E-+ m �.
4815 8' 4815 OF COVER, OR BE INSULATED AS SHOWN. Err-� W
2) SEE PROFILE FOR CLASS OF PIPE AND FITTINGS. r-/
TTA +00 TO STA:l'E
767 LF OF8• P 3) MAINTAIN A MINIMUM OF 18 INCHES VERTICAL SEPARATION BETWEEN
LASS 52 DI OUTSIDE OF STORM DRAIN & WATER LINE CROSSINGS.
4810 4810 4) MAINTAIN A MINIMUM OF 10 FEET OF HORIZONTAL SEPARATION BETWEEN
BUILDING WALL AND WATER LINE.
p� 5) CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES IN
G 5' r; WRITING AND SHALL BE RESPONSIBLE FOR SECURING THE
Z 5 z EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE
�n EXCAVATION.
Ld
55' w 6) THE CONTRACTOR SHALL EXCAVATE ALL WATER AND STROM DRAIN
O o o W LINES PRIOR TO BEGINNING TRENCH EXCAVATION TO INSURE
^i CROSSING CLEARANCE. THE CONTRACTOR SHALL NOTIFY THE
o m BOZEMAN PUBLIC WORKS DEPARTMENT PRIOR TO EXCAVATION.
U Z O Z Z p
w w w la1 W a 7) EXISTING FITTINGS ARE SHOWN AND BASED ON DATA FURNISHED
p 3 FOR TEXCAVATING AND CONFIRMINGHE OWNER. THE FI RFITTING REQUIREME SHALL BE NTS LE
PRIOR TO ORDERING NEW FITTINGS.
z BY
n 8) MAINTAIN A MINIMUM OF 11 FEET HORIZONTAL SEPARATION
�+ + + + + + + + g+ + + + + + BETWEEN CENTERLINE OF SEWER AND WATERLINES.
1 SHEET NO,
9643-1.DWGSHEETS 1