Drawings Part 1 (2 of 2) Ed 20-019.pdf

PDF 26 MB Posted

Attached to
Multiple WSLP Access Roads
Solicitation number
W912P821B0047
Issued by

About this file

This document provides details on a federal solicitation for construction services. The United States Army Corps of Engineers Engineering District New Orleans is seeking bids for the clearing, grading, and construction of seven aggregate roads and numerous culverts, as well as asphalt paving. The work scope also includes the construction of access roads. The magnitude of work is estimated between $10 million and $25 million. Bids are due by July 6, 2021 at 1:00 PM CST and will be conducted virtually. A bid bond and payment and performance bonds will be required. The solicitation number is W912P821B0047 and further details will be provided in the Invitation for Bid planned for publication in June 2021.

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93+0094+0095+0096+0097+0098+0099+00100+00101+00102+00103+00104+00105+00106+00107+00108+00

-10-10

EXISTING GROUND

109+00

TOP EL. OF ROAD

PIPELINE CROSSING SEE DETAIL ON SHEET DT-111 SECTION 1 TO SECTION 4

TRANSITION FROM

TYPICAL SECTION 1

AGGREGATE ROAD

AGGREGATE ROAD TYPICAL SECTION 4

1:20 1V:10H

0+

1+

2+

N O

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L A

N

6e

62a

G-037

G-038

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G-019

G-032

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G-027

G-031

G-030

G-044

G-045

G-033

G-020

G-021

G-034

G-035

60' 120'0

SCALE : 1" = 60'

PLAN VIEW

ST. JOHN THE BAPTIST PARISH, LA

PROFLE VIEW

ACCESS ROAD F

CENTERLINE

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3,52 9,800

2'45"

,0

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3,52 9,800

2'45"

0+0

1+0

2+0

3+0

4+

5+

G-041

G-049

G-050

BY OTHERS

BRIDGE F, TO BE CONSTRUCTED

O-081

N-082

COMPANY AT THE TIME OF THE LA ONE CALL SUFFCIENT

IN THE FIELD AFTER COORDINATION WITH THE PIPELINE

EXISTING PIPELINE MARKERS CAN BE REMOVED/RELOCATED

NOTE:

1 2

EASEMENT/TNWA F2

ADDITIONAL ROAD

EASEMENT/TNWA F3

ADDITIONAL ROAD

TNWA F1

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ACCESS ROAD F

CENTERLINE

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3,529,800

90°32'45"

,8

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3,529,800

90°32'45"

AGGREGATE ROAD TYPICAL SECTION 1

60' 120'0

SCALE : 1" = 60'

PLAN VIEW

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-10

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EXISTING GROUND

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3,529,800

AGGREGATE ROAD TYPICAL SECTION 1

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31+0032+0033+0034+0035+0036+0037+0038+0039+0040+0041+0042+0043+0044+0045+0046+00

-10

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TOP EL. OF ROAD

EXISTING GROUND

C-125

O

A D

F A

C C

E S

S E

N T

R A

N C

20' 40'0

5.5

5.5

5.7

ELEVATION

ROAD CENTERLINE COORDINATE TABLE

CURVE DATA

C1

1+44.38

0+50

0+00.00

STA.

3530123.13

3530085.61

3530085.61

X

574669.37

574579.88

574529.73

Y

H -8

-4

C -1

.d g n

574,530.86613,530,117.21768

574,531.86553,530,117.18547

574,570.17813,530,097.36996

574,580.23413,530,097.05465

574,579.41933,530,071.06734

574,569.81723,530,071.36843

574,529.81053,530,053.36792

574,528.81103,530,053.40001

YXPOINT

ACCESS ROAD F ENTRANCE COORDINATES

C2 C3

C4

C5 C6

C7

C8

R = 50' R = 50' R = 50'

R = 10'

R = 50' R = 50'

R = 50'

R = 50'

L = 45.41' L = 74.66' L = 22.72'

L = 15.69'

L = 36.06' L = 33.53'

L = 32.43'

L = 44.60'

AREA EASEMENT

STAGING TEMPORARY WORK

ANY DISTURBED AREAS WITHIN THE ROW

CONTRACTOR SHALL FERTILIZE AND SEE

SILT FENCE

SILT FENCE

R

E V

IS

E

D T

E X

T -2

-2

HWY

US

STA. 0+00.00

5.55

5.3

5.7

5.7

6.0

6.0

5.4

5.4 5.5

5.3

5.5

4.3

5.5

3.5

5.55

4.3

4.5

4.5

5.0

5.0

INV. 0.8

TOP 3.3

NEW 30" CULVERT

DO NOT DISTURB

EX. POWER POLE

DO NOT DISTURB

EX. LIGHT POLE

DO NOT DISTURB

EX. POWER POLE

TO AGGREGATE ROAD

TRANSITION FROM ASPHALT

EDGE OF ASPHALT ROAD

INV. 0.8

TOP 3.3

NEW 30" CULVERT

C1

PROP CL

STA. 1+44.38

STA. 0+50

FOR COORDINATES

SEE ROW SHEETS

ROW/LIMIT OF WORK

24'

RACK LOCATION

TRUCK WASHDOWN

EDGE OF ROAD

12' TRAVEL LANE

10' SHOULDER

C2

C3

C4

C5

C6

C7

C8

29.28'

SEE NOTE

MUST TURN LEFT."

BOAT LAUNCH TRAFFIC

MUST TURN RIGHT.

"CONSTRUCTION TRAFFIC

INSTALL NEW SIGN

MUST TURN LEFT."

BOAT LAUNCH TRAFFIC

MUST TURN RIGHT.

"CONSTRUCTION TRAFFIC

INSTALL NEW SIGN

63.85'

TIE INTO EXISTING ASPHALT, SMOOTH TRANSITION

EMBANKMENT MATERIAL SHALL BE PLACED AND THE AREA FERTILIZED, SEEDED AND MULCHED.

ENTRANCE TO BE SAW CUT AND REMOVED. CONTRACTOR TO DISPOSE OF ASPHALT AND BEDDING MATERIAL.

NOTE:

.5

LADOTD ROW

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3,54 9,00

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,0

,0

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90° 28'5

6"

90° 29'1

2"

90° 29' 4

90° 29'1

2"

90° 29' 4

90° 28'5

6"

°0

'2

°0

'3

°0

'4

°0

'2

°0

'3

°0

'4

N O

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100' 200'0

ST. JOHN THE BAPTIST PARISH, LA

SCALE: 1" = 100'

:1

5 7

G-021

G-050

G-033

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G-031

G-030

G-034

G-035

G-041

G-032

G-019

G-039

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G-037

ACCESS ROAD G

CENTERLINE

6a

6b

6c 6d

6e

51a

51b

51c

51d

51e

10a

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10e

47a

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-1

DU-001

AND BECOME PROTERTY OF THE CONTRACTOR

APPROX. 100 TIMBER MATS TO BE REMOVED

BECOME PROPERTY OF THE CONTRACTOR

APPROX. 5 TIMBER MATS TO BE REMOVED AND

G-036

N-082

O-081

COMPANY AT THE TIME OF THE LA ONE CALL SUFFCIENT

IN THE FIELD AFTER COORDINATION WITH THE PIPELINE

EXISTING PIPELINE MARKERS CAN BE REMOVED/RELOCATED

NOTE:

EASEMENT/TNWA G2

ADDITIONAL ROAD

EASEMENT/TNWA G3

ADDITIONAL ROAD

TNWA G1

R

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-10

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EXISTING GROUND

TOP EL. OF ROAD

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AGGREGATE ROAD TYPICAL SECTION 2 AGGREGATE ROAD TYPICAL SECTION 2 TYPICAL SECTION 2

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G-045

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TOP OF EL. ROAD TOP OF EL. ROAD

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NEW ORLEANS DISTRICT

M A

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49+0051+0053+0055+0057+0059+0061+0063+0065+0067+0069+0071+0073+0075+0077+0079+0081+0083+0085+0087+0089+0091+0093+00

-40-40

-30-30

-20-20

-10-10

-2 .5

File details come from the government source that posted it. Updated .