10-R-0050 Drawings Pkg 2.pdf

PDF 47 MB Posted Jul 23, 2010

Attached to: MULTIPLE AWARD TASK ORDER CONTRACT (MATOC) GREATER NEW ORLEANS AND SOUTHERN LOUISIANA HURRICANE PROTECTION AND RESTORATION
Solicitation number: W912P8-10-R-0050
Issued by: Department of the Army Corps of Engineers Engineering District New Orleans

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AZIMUTH DISTANCENORTHING EASTINGPOINT NUMBER

323498.80 3620102.11

3620229.90

P.I. "B"

P.I. "C"

P.I. "D"

P.I. "E"

PROJECT BASELINE TABLE

209+47.47

USACE B/L STA.USACE B/L OFFSETPROJECT B/L STA.

5+00

8+43.09

13+58.86

13+79.10

14+33.48P.I. "F"

14+50.86

0.00’ 343.09’

212+94.19 323817.20 515.77’

218+06.26 324163.86 3619848.01 20.24’

218+22.71 * SEE BELOW 324177.23 3619832.81 54.38’

218+73.46 324167.62 3619779.29 17.38’ 7.75’ RIGHT

7.79 ’ RIGHT

26.90’ RIGHT

324160.30 3619763.52P.I. "G"

P.I. "H"

43.83’

14+94.69 324152.81 3619720.34

218+90.23

219+33.94

0+00 323137.41 3619756.58NOT APPLICABLE NOT APPLICABLEP.I. "A" 500.00’

3.17 ’ RIGHT

3.19’ RIGHT

AZIMUTH).

P.I. "E" CANNOT BE IDENTIFIED BY USACE BASLINE STATIONING DUE TO PROXIMITY TO P.I. THEREFORE, THE DISTANCE

PROTECTED SIDE

100’0 50’

SCALE:1"=50’

SCALE: 1"=50’-0"

GEOMETRIC PLAN - PROJECT BASELINE

P.I.22

P.I . "B

P .I "C

P .I "D

P .I. "E

P .I. "F"

P .I. "H

PROTECTION (TYP.)

REQ’D. SCOUR

LOCATION TABLE THIS DWG.

W/ BRACING (TYP.) SEE

REQ’D. SHEET PILE WALL

4+00

3+00

2+00

1+00

0+00

P.I. "A"

GOVERNMENT TRAILER

225.0’

CONTRACTOR TRAILERS

DWGS. S-08 THRU S-18

REQ’D. BRIDGE; SEE

CONTRACTOR STAGING AREA

208+26

209+00

210+00

+00

+002

5+0

6+0

7+0

8+0

101+

102+

104+00

105+00

106+00

107+00

P.I.1

P.I.2

P.I.3

P.I. 4

P.I.5

P.I.6

P.I.7

P.I.8

P.I.9

P.I.10

P.I.11

P.I.12

P.I.13

P.I.14P.I.15P.I.16

P.I.17

P.I.18

P.I.19

P.I.20

P.I.21

P.I.23

P.I.24

USACE BASELINE

PROJECT BASELINE

PROJECT BASELINE STATIONING

USACE BASELINE STATIONING

P.I. I

P.I. II

P.I. III

P.I. IV

P.I. V

P.I. 1A

Of f

St a

P .I. "G

5+22.70

5+32.70

5+46.20

5+59.70

5+73.20

5+86.70

6+00.20

6+13.70

6+27.20

6+40.70

6+54.20

6+67.70

6+81.20

6+94.70

7+08.20

7+21.70

7+35.20

7+48.70

7+62.20

7+74.20

7+87.70

8+01.20

8+14.70

8+28.20

8+41.70

8+44.59

8+58.09

8+71.59

8+85.09

8+98.59

9+17.81

9+20.81

9+46.79

9+49.79

9+65.42

9+78.92

9+92.42

10+19.42

10+32.92

10+46.42

10+59.92

10+73.42

10+86.92

11+00.42

11+13.92

11+27.42

11+40.92

11+54.42

11+67.92

11+81.42

11+94.92

12+08.42

12+21.92

12+35.42

12+48.92

12+62.42

12+75.92

12+89.42

13+02.92

13+16.42

13+28.42

13+41.92

13+68.88

13+76.88

13+81.06

13+94.56

14+08.06

14+21.56

14+30.56

14+36.56

14+46.56

B/L STATION

PROJECT

B/L STATION

PROJECT

B/L STATION

PROJECT

10+05.92

9+08.20

13+55.42

LOCATION TABLE

BRACING

SHEET PILE

B/L STA. AZIMUTH DISTANCENORTHING EASTINGPOINT NUMBER

P.I. 1

P.I. 2

P.I. 3

P.I. 4

P.I. 5

P.I. 6

P.I. 7

P.I. 8

P.I. 9

P.I. 10

P.I. 11

P.I. 12

P.I. 13

P.I. 14

P.I. 15

P.I. 16

P.I. 17

P.I. 18

P.I. 19

P.I. 20

P.I. 21

P.I. 22

P.I. 23

P.I. 24

210+06.33 323541.34 3620142.78

210+57.29 323588.55 3620161.98

202°07’53" 50.96’

211+44.38 323669.27 3620194.67

202°02’49" 87.09’

59.65’

212+04.03 323724.64 3620216.85 292°05’14" 0.74’

212+04.77 323724.36 3620217.54 201°40’52" 31.83’

212+36.60 323753.94 3620229.30 111°22’14" 0.74’

212+37.34 323754.21 3620228.61 202°11’02" 3.34’

212+40.68 323757.30 3620229.87 153°20’46" 51.87’

212+92.55 323803.66 3620206.60 153°19’38" 49.92’

213+42.48 323848.27 3620184.19 132°16’19" 22.88’

213+65.36 323863.66 3620167.26 220°30’55" 0.72’

213+66.08 323864.21 3620167.73 132°27’48" 27.64’

213+93.72 323882.87 3620147.34 43°23’38" 0.76’

213+94.48 323882.32 3620146.82 132°11’59" 176.58’

215+71.05 324000.93 3620016.01 132°14’39" 181.48’

217+52.54 324122.94 3619881.66 213°41’24" 0.76’

217+53.29 324123.57 3619882.08 132°10’04" 31.63’

217+84.92 324144.80 3619858.64 46°06’06" 0.74’

217+85.66 324144.29 3619858.11 131°59’24" 29.63"

218+15.28 324164.11 3619836.09 131°23’47" 7.43’

218+22.71 324169.02 3619830.52 78°44’47" 19.98’

218+42.69 324165.12 3619810.92 80°22’23" 86.35’

219+29.04 324150.68 3619725.79 78°15’30" 142.11’

220+71.15 324121.76 3619586.65

USACE BASELINE TABLE

C-02

E P

L A

B A

S E

T A

B L E

A N

D S

H E

E T P

B R

A C

G L

O C

A T

N T

A B

L E

9+57.61

AZIMUTH DISTANCENORTHING EASTINGPOINT NUMBER PROJECT B/L STA.

P.I. "I"

P.I. "II"

P.I. "III"

P.I. "IV"

2+60.15

OFFSET

LEVEE RAMP / BRIDGE TABLE

90.09’ LT.

3+47.51 0.00’ 323388.58 3619996.73

4+40.98 96.39’ RT. 3620130.99

3619871.24

P.I. "V"

5+28.79 180.09’ RT. 323458.44

323389.53

3620279.97

6+52.80 296.98’ RT. 323529.98

323387.70

3620434.63

125.49’

134.27’

164.14’

170.41’

208+26.04 323411.03 3620018.19 223°42’52"P.I. 1A 108.29’

201°49’48"

L.R.A.R.B. STA.

101+00.00

102+25.49

103+59.56

105+23.50

106+93.91

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R fiof Engineers

US Army Corps

A N

S I

D of Engineers

US Army Corps

E d m

B a s e li n e

P la n .d g n

D A

T E

A M

New Orleans District

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

N E

W O

R L E

A N

S D

T R

N E

W O

R L E

A N

S L

O U

N A

M E

T A

H S

T S

A N

D A

R C

E C

T S

C O

N S

U L T

G E

N G

E E

R S

L D

H U

N T

E R

U N

H -4 -4

-7 d -m

C -0

B a s e li n e P la n .d g n

S .M .L

K .L .L

A .D .S

A .F .G

L A

F O

U R

C H

E P

A R

H L

O U

N A

L A

R O

S E T

O G

O L

D E

N M

E A

D O

H U

R R

A N

E R

K R

E D

U C

N P

R O J E

C T

P H

A S

E R

E P

S A

T G

O L

D E

N M

E A

D O

W P

U M

G S

T A

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R fiof Engineers

US Army Corps

A N

S I

D of Engineers

US Army Corps

E d m

S it e la n r o f il e .d g n

D A

T E

A M

New Orleans District

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

N E

W O

R L E

A N

S D

T R

N E

W O

R L E

A N

S L

O U

N A

M E

T A

H S

T S

A N

D A

R C

E C

T S

C O

N S

U L T

G E

N G

E E

R S

L D

H U

N T

E R

U N

H -4 -4

-7 d -m

C -0

S it e P la n P ro fi le .d g n

S .M .L

K .L .L

A .D .S

A .F .G

L A

F O

U R

C H

E P

A R

H L

O U

N A

L A

R O

S E T

O G

O L

D E

N M

E A

D O

H U

R R

A N

E R

K R

E D

U C

N P

R O J E

C T

P H

A S

E R

E P

S A

T G

O L

D E

N M

E A

D O

W P

U M

G S

T A

S T

A .0

M A

T C

H E

G R

A D

.B S

T A .2

G R

A D

M A

T C

H E

S T

A .1

S T A . 1

R .A .R .B

E L .0

S T

A .1

E L .0

S T

A .1

E L .0

S T

A .1

S T

A .1

E L .0

S T

A .1

E L .0

S T

A .1

L .R .A .R .B S

T A .1

P .B S

T A .3

R P .I

L .R .A .R .B S

T A .5

P .B S

T A .9

R P .I

E L .0

.B S

T A

S T

A .1

E L .0

S T

A .1

L .2

S T

A .1

L .0

S T

A .1

L .R .A .R .B S

T A .7

P .B S

T A .5

R E

L .0

L .R .A .R .B S

T A .5

P .B S

T A .7

R E

L .0

L .R .A .R .B S

T A .9

P .B S

T A .8

R E

L .0

L .R .A .R .B S

T A .2

L .R .A .R .B S

T A .2

P .B S

T A .3

R E

L .0

L .R .A .R .B S

T A .2

P .B S

T A .2

R E

L .0

L .R .A .R .B S

T A .8

L .3

S T

-5

L .R .A .R .B S

T A .7

P .B S

T A .7

R E

L .0

L.R.A.R.B. STA. 102+18.76

STA. 3+42.82, 4.83’ L, EL. 13.00 =

SCALE: 1"=50’-0"

SITE PLAN

PLAN

PROFILE

SCALE: 1"= 10’ VERT.

0 10’ 20’

SCALE:1"=50’ HORIZ.

0 50’ 100’

100’0 50’

SCALE:1"=50’

FLOOD SIDE

PROTECTED SIDE

-20

-15

-10

-5

-20

-15

-10

-5

FOR HEAVY LOADS/EQUIPMENT

ALTERNATE CONSTRUCTION ACCESS

STONE ROAD

CRUSHED

REQ’D. 7" THICK

100+00101+00102+00103+00104+00105+00106+00107+00108+00

PROJECT BASELINE (P.B.)

L .R .A .R .B S

T A .4

P .B S

T A .5

L .2

SCALE: 1"=50’-0" (HORIZ.) 1"=10’-0" (VERT.)

PROFILE - LEVEE RAMP & ACCESS ROAD

REQ’D. 7" THICK CRUSHED STONE ROAD

SLAB

REQ’D. APPROACH

SLAB

REQ’D. APPROACH

CONC. BRIDGE

REQ’D. PRECAST

REQ’D. 9" THICK CRUSHED STONE LEVEE RAMP

DITCH INVERT.

MATCH EXIST.

18" CMP

REQ’D.

EXIST. GRADE

POSITIVE DRAINAGE)

INVERT TO PROVIDE

(MATCH EXIST. DITCH

REQ’D. 18" CMPx70’

S = -1.98

PRIOR TO BEGINNING CONSTRUCTION

WILL BE MARKED BY UTILITY OWNER

DURING CONSTRUCTION. LOCATION

EXIST. CABLE NOT TO BE DISTURBED

DWGS. S-08 THRU S-14

REQ’D. BRIDGE; SEE

SLOPE = 10%SLOPE

SAFETY FENCE LIMITS

PHASE ONE TEMPORARY

SAFETY FENCE LIMITS

PHASE TWO TEMPORARY

SAFETY FENCE LIMITS

PHASE TWO TEMPORARY

LEVEE RAMP

CRUSHED STONE

REQ’D. 9" THICK

BASELINE (L.R.A.R.B.)

ACCESS ROAD

LEVEE RAMP &

COMPACTED FILL (TYP.)

REQ’D. CONC. BRIDGE PILES (TYP.)

& LEVEE RAMP AND ACCESS ROAD BASELINE (L.R.A.R.B.) STATIONS.

STATIONS SHOWN ON THIS SHEET ARE PROJECT BASELINE (P.B.) STATIONS2.

SITES).

MEADOW PUMPING STATION AND TEXACO DOCK

FEBRUARY, 1980 (FLOODWALLS AT GOLDEN

AND ARE BASED ON ANOTHER CONTRACT DATED

ALL R/W LINES ARE OFFSETS OF THE BASELINE1.

NOTES:

SAFETY FENCE LIMITS

PHASE ONE TEMPORARY

9+00

5 5

C-03

E P

L A

A N

D P

R O

(1 O

File details come from the government source that posted it. Updated Nov 14, 2017.