Attachment_2_-_Drawings_-_16_Nov_17_Part8.pdf
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- Attached to
- Repair Sewer Lines Federal contract opportunity
- Solicitation number
- FA4897-19-B-A007
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EX SSMH D3B
A
EX 6" CP
P L
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PP06
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SHEET OF 14
KEY MAP
NOT TO SCALE
PP03
PP05
PP05
PP04
P P
P P
P P
P P
P P
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PP02
N
PLAN
1"=40'
N A
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B L
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BLDG 1100
FLOW
PIPE POINT REPAIR, SEE TABLE BELOW
CONSTRUCTION NOTES
NOTES:
1. CONTRACTOR SHALL PROVIDE BYPASS PUMPING PLANS PER SPECIFICATION
SECTION 33 01 30.72.
2. SEE DETAIL 1 SHEET D01 FOR TRENCH DETAIL.
3. CONTRACTOR TO VERIFY EXISTING UTILITY CONFLICTS PRIOR TO BEGINNING
WORK. CONTRACTOR TO POTHOLE EXISTING UTILITIES AS REQUIRED.
4. CONTRACTOR SHALL PERFORM A CCTV INSPECTION OF PIPES PER
SPECIFICATION SECTION 33 01 30.16.
5. CONTRACTOR TO VERIFY LOCATION AND DEPTH OF POINT REPAIRS.
11/16/2017
SURFACE REPAIR WIDTH, 4' MINIMUM.
EXISTING SURFACE
EXISTING BASE
TRENCH BACK SLOPE PER O.S.H.A OR SUITABLE SHORING
TRENCH BACKFILL
VERTICAL TRENCH WALLS SHORING PER O.S.H.A.
PIPE BEDDING
UNDISTURBED SOIL (TYP.)
SURFACE REPAIR AND BASE
M
A X
W
I T
H O
T
O
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G
6" MIN.
OUTSIDE DIA. OF
PIPE PLUS 2'-0"
12" MIN.
EACH SIDE
V A
R I E
S
P
E R
P I P
E
S
I Z
E
FINISHED GRADE TO
MATCH EXISTING IN-KIND
SUBGRADE OR
NATURAL GROUND
LEGEND
VERTICAL WALLS ALLOWED
WITH PROPER SHORING OR
LESS THAN 5'
TRENCH EXCAVATION AND BEDDING PER SPECIFICATION 31 23 00.00 20.
BACKFILL AND COMPACTION PER SPECIFICATION 31 00 00.
NOTES
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B
NOTE B
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D01
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D
B
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N
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2 3
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4 5
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SHEET OF 14
TYPICAL TRENCH DETAIL
NOT TO SCALE
11/16/2017
MH17RS_PP01-PP06
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