4_NAMA_151059A_Drawings_Part_2.pdf
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- Rehabilitate Water Systems for Emergency and Potable Water Supply in Potomac Park, Washington DC.
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2.
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AL
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(IN
LE
T B
RID
GE)
POTOMAC RIVER
IN
LE
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GE
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AL
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OLU
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2.
TC=1
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W
W
W
W
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W
W
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G
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16.22
W
W
W
W
W
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W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
X
X
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X X
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UT
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UT
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10.32
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
X
X
X
X
X
X
X
X X
X X
X X
X
X X
X X
X X
X
X X
X X
X X
X l l l ll l l l l l l l l l l l l l l l l l ll l l l l l l l l l l l l l l l ll l l l l l l l l l l ll l l l l l l l ll l ll l l l l l l l l l l l l l l l l l l ll ll
TOP=11.33
TC
=1
2.
TC
=1
1.
TC=10.64
MACADAM WALK
MACADAM WALK
BOT=7.33
TC
=1
1.
TC
=1
1.
TC=10.64
TC=12.40
TC=10.77
TC=10.71
ASPHALT
(IN
LET BRIDGE)
PO
TO
M
AC
R
IV
ER
INLET
BRIDGE
TIDAL
BASIN
TC=16.69
TC=16.96
TC=16.69
UEUE
UE
UE
UE
UE
6' CONC WALK
15.78
TC=16.60
STONE COLUMNS
IRON RAILING
4' H
IGH
STONEWALL
3' H
IGH
CONC
WALK
STONE COLUMN
12.53
TC=12.68
TC=11.68
TC=10.82
TC
=1 2.
TC
=1
1.
TC=10.64 9.07
TC
=1
1.
TC
=1
1.
TC=10.64
TC=12.40
TC=10.77
TC=10.71
G=15.77
G=15.77 G=15.16
G=15.89
G=12.46
G=11.56 l l l l l l l l l llllll l l l l l l l l l l l l l l l l l l l l l l l l l l ll l l ll l l l l l l l l l l l l l l l l l l l l l l ll l l l l l l l ll l l
X X
X
X
X
X
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X
X
X
X
X
X
X
X X
X X
X X
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X
X X
X
X X
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6''W 6''W
6''W
6'' W
6' 'W
6' 'W
6' 'W
6''W
6''W
6''W
6''W
6''W
6''W
6''W
1.
2.
3.
4.
5.
ADDITION GRAVEL SHALL
BE ADDED PERIODICALLY
TO MAINTAIN PROPER
FUNCTION OF THE PAD.
REMOVE GRAVEL
ENTRANCE AND REPLACE
WITH NEW BASE COURSE
PRIOR TO COMPLETION
OF ACCESS ROAD.
A.
B.
4" M
IN 8"
M
IN
X'
50' MIN
1 2
2 3
EXISTING PAVEMENT
OR APPROVED
ACCESS POINT.
25' R, MIN.
CLEAN PIT RUN OR
2 1/2" MINUS GRAVEL
(OR LARGER IF
REQUIRED).
FREE DRAINING
EXCAVATED MATERIAL.
GEOTEXTILE, IF
SPECIFIED.
NOTES:
E
UE
UE
U E
U E
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
UE
UE
UE
UE
UE
UE
UT
UT
UT
UT
UT
UE
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
SD
SD
SD
UNK
UNK
.89
W
8''W
W
W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
UE
U E
U E
U E
U E
U E
U E
UE
UE
U E
U E
U E
U E
UE
UE
UE
UE
U E
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
U T
U T
U T
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT UT UT
UT
UT
UT
UT
UT
UT
UT
UT UT UT UT
UT
UT
UT
UT
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
UE
UE
UE
UE
UE UE UE UE
UE
UE
UE
UE
UE
UE
G
G
G
G
G
G
G
G
G
G
G
G
G
G
W W
W
8''W
8''W 8''W 8''W 8''W 8''W
8''W 8''W
8''W
W
8''W
8'' W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
12''W
12''W
12''W 12''W 12''W
12''W 12''W 12''W 12''W
12''W
12''W 12''W
12''W
12''W 12''W
''W
UE
UE
U E
U E
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
UE
UE
UE
UE
UE
UE
UT
UT
UT
UT
UT
UE
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
SD
SD
SD
UNK
UNK
.89
W
8''W
W
W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
UE
U E
U E
U E
U E
U E
U E
UE
UE
U E
U E
U E
U E
UE
UE
UE
UE
U E
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
U T
U T
U T
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT UT UT
UT
UT
UT
UT
UT
UT
UT
UT UT UT UT
UT
UT
UT
UT
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
UE
T
UE
UE
UE
UE UE UE UE
UE
UE
UE
UE
UE
UE
G
G
G
G
G
G
G
G
G
G
G
G
G
G
W W
W
8''W
8''W 8''W 8''W 8''W 8''W
8''W 8''W
8''W
W
W
8''W
8'' W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
12''W
12''W
12''W 12''W 12''W
12''W 12''W 12''W 12''W
12''W
12''W 12''W
12''W
12''W 12''W
''W
XXXXX
X
X X
X X
X X
X X
X X
X
X
X
X
X
X
X X X X X X X
XXXXXXX
X
XX
XX
X
X X
X
X
X
X
X
X X
X X
X X
X X
XXXXX
X
X X
X X X X X
X
X
XXXXX
G
SS SS SSSS
UE UE UE UE UE UE
UE
UE
UE
UE
UE
UE UE UE UE UE UE UE UE UE UE UE UE
UE
UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE
UT
UT
UT
UT
UT
U T
UT UT UT UT UT
UT
UT
UT
SS
SS
SS
SS
SS
SS SS SS SS SS SS SS
G G G G G
G
G
G
G
G
UNK UNK UNK UNK
7.9
8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W
8''W
12''W 12''W 12''W 12''W 12''W 12''W 1
12''W
12''W
12''W12''W12''W12''W12''W12''W
12''W12''W12''W12''W12''W
SS SS SS SS SS SS
S
S S
S
U E
UE
UE UE UE UE UE UE UE UE UE UE UE UE UE
UE
UE
UE UE UE UE UE UE UE UE UE UE UE UE
UE
UE UE UE UE UE UE UE UE
UE UE UE UE UE UE UE UE UE
U E
UE UE
UE UE UE UE
UT
UT
UT
UT
SS SS
SS
SS SS SS SS SS SS SS SS SS SS
UNK UNK UNK UNK UNK UNK UNK UNK UNK
UNK UNK UNK
UNK
6.6
12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W
12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W
U E
UE
UE UE UE UE UE UE
UE UE UE UE
UE
UE UE UE UE UE
UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE
UE UE
UE
UE
U E
U E
UE
UEUE
UT UT UT
UT UT UT
SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SS
SS
SS SS SS SS SS
UNK UNK UNK UNK UNK
UNK
UNK
UNK
UNKUNK
UNK
5.7
4.9
4.8
12''W 12''W 12''W 12''W
12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W W W W
W W
W W
W W W W W W
W
12''W 12''W
12''W
8''W O
C
UE
UEUEUEUE
UE
UEUEUEUEUE
UEUEUEUE
UEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE
UE
12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W
UEUEUEUE
UEUEUEUEUEUE
UEUE
UE
UEUEUEUEUE
UEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE
G G
G G
G G
G
W W
W W
W W
W
W
WW
W
W W
12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W
8''W 8''W
UEUEUE
E
U E
U E
U E
U E
U E
U E
U E
U E
W W
W W
W W
W
W W
W W
W W
W
W W
W W
WWWWWWWWWWWWWW
12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W
6''W 6''W
6''W 6''W
12''W 12''W 12''W
XXX
X X
X
XX
X
X X
XXXXXXXXX
X X X X X X X X X X X X
U E
U E
UE
UE
UE
U E
U E
U T
U T
U T
U T
U T
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
16.22
WW
W
W W
W
W
W
W
W W
W W
WWWW
W W
''W
''W
''W
''W
''W
8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W
8''W 8''W 8''W
8''W
8' 'W
8' 'W
8' 'W
8' 'W
8' 'W
8''W 8''W 8''W 8''W 8''W
U E
U E
U E
U E
U E
U E
U E
U E
U E
UE
UEUE
UE
UEUE
UT
UT
UT
UT
W W
W W
W W
W W
W W
WWWWWW
W
W W
W W
W
''W
''W
''W
6''W 6''W 6''W 6''W 6''W 6''W 6''W
X X
X X
X X
X X
X X X X X X X X X
XXXXXXXXX
X X
X X
X X
X X
X X
X X
X X
X X
X
XXXXXXXX
X X X X X X X X X
X
TO
P=11.33
TC=12.09
TC=11.37
TC=10.64
MACADAM W
ALK
MACADAM W
ALK
BO
T=7.33
TC=11.09 TC=11.55
TC
=10.64
TC=12.40
TC
=10.77
TC
=10.71
UE
UE
UE
UE
TC
=10.82
TC=12.09
TC=11.37
TC=10.64
9.07
TC=11.09 TC=11.55
TC
=10.64
TC=12.40
TC
=10.77
TC
=10.71
6''W
6''W
6''W 6''W
6''W
6''W
6''W
6''W
ASPHALT
6''W
6''W
6''W 6''W
6''W
6''W
6''W
.8
12''W 12''W 12''W
12''W
12''W 12''W
12''W 12''W 12''W
W
12''W 12''W
12''W 12''W
12''W 12''W
12''W 12''W
12''W 12''W
12''W
12''W 12''W
12''W 12''W
12''W 12''W
12''W 12''W
12''W 12''W
12''W 12''W
12''W 12''W
''W
12''W
12''W
12''W12''W12''W12''W
12''W
/ 12''W
8''W O
C
8''W8''W8''W8''W8''W8''W8''W8''W8''W
8' 'W
8' 'W
8' 'W
8' 'W
8' 'W
12''W 12''W 12''W 12''W
12''W 12''W 12''W 12''W
12''W 12''W
12''W 12''W 12''W 12''W 12''W
12''W 12''W
FLOW
80"
22"
8"
12'
VARIES
FLOW
12" ON CENTER
VARIES
22"
10'
80"
UE
UE
UE
UE
UE
UT UT
UT UT UT
UT UT UT
UT
UT
UT
UT
UT
UT
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SS SS SS SS SS SS
SS
SS
UE UE UE UE UE UEUT UT UT UT UT
UE UE
UE
G
G
G G G G G G
G
G
G
G G
UNK
UNK
8''W
8''W
8''W
8''W 8''W 8''W 8''W 8''W 8''W 8''W
8'' W
8''W 8''W 8''W 8''W 8''W 8''W
8''W
UEUEUE
12''W 12''W 12''W 12''W 12''W
12''W 12''W 12''W 12''W 12''W
12''W
''W
12''W
W 12''W 12''W
12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W
12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W
12''W
12''W
''W
4"
UE
UE
UE UE
UE
UE
UE
UT
UT
UT
UT UT UT UT UT UT UT UT UT
UT
UT
UT
UT
UT
UT
UT
UT UT UT UT
SS
SS
SS
SS
SS
SSSSSSSSSSSSSSSS
SS SS
SS
SS SS SS SS SS SS SS SS
SS
SS
SS
UE UE UE UE UE UE UE
UT UT UT UT UT UT
UE UE
G
G
G
G
G G G G G G G G
G
G
G
G
UNK UNK UNK
8''W
8''W
8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W
8'' W
8''W 8''W
8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W
12''W
''W 12''W
12''W 12''W 12''W 12''W 12''W 12''W 12''W
12''W 12''W 12''W 12''W 12''W 12''W 12''W
12''W
''W
U E
UE
UE
UE UE
UE
UE
UE
T
UT
UT
UT UT UT UT UT UT UT UT UT UT
UT
UT
UT
UT
UT
UT
UT UT UT
SS
SS
SS
SS
SS
SS
SSSSSSSSSSSSSSSS
SS SS
SS
SS SS SS SS SS SS SS SS
SS
SS
SS
UE UE UE UE UE UE UE
UT UT UT UT UT UT
UE UE
G
G
G
G
G G G G G G G G
G
G
G
G
G
UNK UNK UNK
8''W
8''W
8''W
8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W
8''W
8''W 8''W
8''W 8''W 8''W 8''W 8''W 8''W 8''W
W
12''W
12''W 12''W 12''W 12''W 12''W 12''W 12''W
12''W 12''W 12''W 12''W 12''W 12''W 12''W
12''W
Ø
| 01_Coversheet-Layout1 |
| C1_CIVIL NOTES AND LEGEND-Layout1 |
| C2_CIVIL EROSION CONTROL NOTES-Layout1 |
| C3_CIVIL EROSION CONTROL NOTES-Layout1 |
| C4_OVERALL SITE PLAN-Layout1 |
| C5_CIVIL EROSION CONTROL AND DEMOLITION PLAN-Layout1 |
| C6_CIVIL EROSION CONTROL AND DEMOLITION PLAN-Layout1 |
| C7_CIVIL EROSION CONTROL AND DEMOLITION PLAN-Layout1 |
| C8_CIVIL EROSION CONTROL AND DEMOLITION PLAN-Layout1 |
| C9_CIVIL EROSION CONTROL AND DEMOLITION PLAN-Layout1 |
| C10_CIVIL EROSION CONTROL AND DEMOLITION PLAN-Layout1 |
| C11_CIVIL EROSION CONTROL DETAILS-Layout1 |
| C12_CIVIL EROSION CONTROL DETAILS-Layout1 |
| C13_CIVIL EROSION CONTROL DETAILS-Layout1 |
| C14_WATERLINE PLAN AND PROFILE_A-Layout1 |
| C15_WATERLINE PLAN AND PROFILE_A-Layout1 |
| C16_WATERLINE PLAN AND PROFILE_B-Layout1 |
| C17_WATERLINE PLAN AND PROFILE_B-Layout1 |
| C18_WATERLINE PLAN AND PROFILE_B-Layout1 |
| C19_WATERLINE PLAN AND PROFILE_B-Layout1 |
| C20_WATERLINE PLAN AND PROFILE_B-Layout1 |
| C21_WATERLINE PLAN AND PROFILE_B-Layout1 |
| C22_WATERLINE PLAN AND PROFILE_B-Layout1 |
| C23_WATERLINE PLAN AND PROFILE_B-Layout1 |
| C24_WATERLINE PLAN AND PROFILE_D-Layout1 |
| C25_WATERLINE PLAN AND PROFILE_E-Layout1 |
| C26_WATERLINE PLAN AND PROFILE_E-Layout1 |
| C27_WATERLINE PLAN AND PROFILE_F-Layout1 |
| C28_WATERLINE PLAN AND PROFILE_G-Layout1 |
| C29_BID OPTION 1 PLAN AND PROFILE-Layout1 |
| C30_BID OPTION 1 PLAN AND PROFILE-Layout1 |
| C31_PAVEMENT RESTORATION PLAN-Layout1 |
| C32_PAVEMENT RESTORATION DETAILS-Layout1 |
| C33_TRAFFIC CONTROL DETAILS-Layout1 |
| C34_TRAFFIC CONTROL DETAILS-Layout1 |
| C35_TRAFFIC CONTROL DETAILS-Layout1 |
| C36_TRAFFIC CONTROL DETAILS-Layout1 |
| C37_WATERLINE TRENCHING DETAILS-Layout1 |
| C38_WATERLINE TRECNHING DETAILS-Layout1 |
| C39_WATER DETAILS-Layout1 |
| C40_WATER DETAILS-Layout1 |
| C41_WATER DETAILS-Layout1 |
| C42_WATER DETAILS-Layout1 |
| C43_WATER DETAILS-Layout1 |
| C44_WATER VAULT DETAILS-Layout1 |
| C45_DC WATER NOTES & FIRE HYDRANT FLOWS-Layout1 |
| Structral |
| TIDAL BASIN OUTLET BRICGE_As-built_Approaches_1970 |
| TIDAL BASIN OUTLET BRICGE_As-built_Bridge_1941 |
File details come from the government source that posted it. Updated .