HomeMy WebLinkAbout24-93 SP The Village At Millbrook Storm Sewer Plan 2t
FOR CONTINUATION
SEE SHEET S-10 ,
SANITARY SEWER---"
FOR CONTINUATION
SEE SHEET S-10
STORM SEWER PLAN
GENERAL NOTES:
1. ALL CUTS ARE TAKEN FROM THE EXISTING GRADE
TO THE PIPE INVERT.
2. ALL STATIONING IS TAKEN FROM THE NEAREST
DOWNSTREAM STRUCTURE.
3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY
TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE
CONSTRUCTION BEGINS.
4. TEMPORARY TRAFFIC CONTROL DURING
CONSTRUCTION TO CONFORM TO APPLICABLE
LOCAL AND STATE STANDARDS.
5. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE
PERFORMED IN COMPLIANCE WITH APPLICABLE
O.S.H.A. STANDARDS FOR WORKER SAFETY.
6. CONTRACTOR SHALL MINIMIZE DAMAGE TO
EXISTING TREES.
BENCH MARKS
B.M. 19 CHISELED SQUARE ON THE SOUTHERN
DOWNSTREAM HANDRAIL AT THE WHITE
OAK DRIVE BRIDGE OVER CARMEL
CREEK.
ELEV=768.45
B.M. 21 TWO FILE MARKS ON THE DOWNSTREAM
END OF THE CULVERT FOR CARMEL
CREEK UNDER 106 th STREET.
ELEV=784.40
HOLEY MOM SAYS,
"DON'T
DIG
BLIND "
1-800-382-5544
CALL TOLL FREE
1-800-428-5200
FOR CALLS OUTSIDE OF INDIANA
NOTE: FOR STRUCTURE LOCATIONS
SEE DEVELOPMENT PLAN
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TC 777.00
NEW GRADE TC- 775.71 TC 775.80
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--- 5 14
FILE NAME: 858FISM2