Drawings Part 2 (3 of 4 ) Revised and New Drawings.pdf
PDF 27 MB Posted
- Attached to
- Multiple WSLP Access Roads
- Solicitation number
- W912P821B0047
About this file
This document provides details on a federal contract opportunity for multiple water supply line project access roads. The United States Army Corps of Engineers Engineering District New Orleans is soliciting bids for the clearing, grading, and construction of seven aggregate roads and numerous culverts, as well as asphalt paving. The magnitude of work is estimated between $10 million and $25 million. Bids are due by 1:00 PM CST on July 6, 2021 and will be conducted virtually. A bid bond and payment and performance bonds will be required shortly after award, as stipulated in the forthcoming Invitation for Bid, which is anticipated to be published in June 2021.
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38 37
ACCESS ROAD D E-009
75a
75b
75c 75d
75e
34a
34b
34c 34d
34e
77a
EXISTING GROUND
NEW CULVERT DC3
DC3
24" CMP (TYP.)
TOP OF ROAD TOP OF ROAD
AGGREGATE ROAD TYPICAL SECTION 2AGGREGATE ROAD TYPICAL SECTION 2
PP-900 PP-1000 PP-1100
PP-1200
PP-1300
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38 37
ACCESS ROAD D E-009
75a
75b
75c 75d
75e
34a
34b
34c 34d
34e
77a
EXISTING GROUND
NEW CULVERT DC3
DC3
24" CMP (TYP.)
TOP OF ROAD TOP OF ROAD
AGGREGATE ROAD TYPICAL SECTION 2AGGREGATE ROAD TYPICAL SECTION 2
PP-900 PP-1000 PP-1100
PP-1200
PP-1300
S O
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ST. JOHN THE BAPTIST PARISH, LA
:1
3,520,000
3,520,000
,0
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90°34'40"
90°34'32"
90°34'40"
90°34'32"
'1
'2
'2
'3
'1
'2
'2
'3
CENTERLINE
PLAN VIEW
PROFILE VIEW
M A
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SEE DETAIL ON
SECTION 1
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WITHIN THE RIGHT OF WAY LIMITS.
TO EXISTING POWER POLES HOWEVER ALL WORK MUST REMAIN
THE CONTRACTOR MAY SHIFT THE ROADWAY TO AVOID IMPACTS
NOTE:
N
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S H
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T -9
-2
ACCESS ROAD D
EXISTING GROUND
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TOP OF ROAD
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1V:10H
MATCHLINE SHEET C-116
S H
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PLAN VIEW
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21+0022+0023+0024+0025+0026+0027+00
-10
-10
576,234.72303,518,948.77798
576,221.49223,518,972.96577
576,223.57733,518,997.87866
576,195.67493,519,000.21395
576,193.58983,518,975.30114
576,173.65083,518,952.88603
576,173.56743,518,951.88952
576,234.55623,518,946.78491
YXPOINT
ACCESS ROAD D2 ENTRANCE COORDINATES
577412.363520268.83B577,397.32063,520,318.40256
577511.363520268.77A577,425.84033,520,280.58945
CULVERT PIPE END COORDINATES577,620.43763,520,302.93154
47.16'50'C3577,593.44503,520,296.26493
28.17'50'C2577,471.10003,520,254.45002
50.31'50'C1577,445.93723,520,184.19651
LENGTHRADIUSCURVEYXPOINT
CURVE DATACURVE COORDINATES
.8
-0 .2
.5
.6
.6
.1
SHED BUILDING, BD-100
ELECTRICAL OVERHEAD
EXISTING GATE, GT-100
WATER TAP, W-100
FOR COORDINATES
SEE ROW TABLES
ROW
CL OF ROAD
SIDE SLOPES
AGGREGATE ROAD
ROAD
AGGREGATE
EDGE OF
C2
C3
C1
NEW AND EXISTING ROADS
SMOOTH TRANSITION BETWEEN
CONTRACTOR SHALL MAKE A
DC2
LIMIT OF NEW ROAD
Y 576036.991
X 3519411.455
PP-100
A
B
STA. 11+04.18 = STA 22+49.25
Y 577489.45
X 3520320.30
Y 557437.52
X 3520272.39
PP-100
ANY DISTURBED AREAS WITHIN THE ROW
CONTRACTOR SHALL FERTILIZE AND SEED
DEMOLISH EX. CULVERTS
FOR COORDINATES
SEE ROW TABLES
ROW SIDE SLOPES
AGGREGATE ROAD
AGGREGATE ROAD
EDGE OF
CL OF ROAD
AGGREGATE ROAD
ASPHALT TO
TRANSITION FROM
SEE DETAILS SHEET DT-104
ENTRANCE CULVERT DE-1
CONSTRUCT 24" NEW
ROAD
ASPHALT
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C1
C-117
D E
T A
IL
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D P
L A
N V
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W
S
A C
C E
S S
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A D
D
SEE SHEET C-116
INSERT 1
ROAD D
N
20' 40'0
N
20' 40'0
H -8
-4 C
-1 .d g n
SEE SHEET C-115 AND C-116
INSERT 2
ROAD D
10+00
SCALE = 1"=20'
SCALE = 1"=20'
CURVE DATA
CURVE RADIUS LENGTH
C1 25 FT 32.17 FT
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File details come from the government source that posted it. Updated .