Plans_W912PL-15-B-0011.pdf

PDF 3 MB Posted Aug 18, 2015

Attached to: Jetty Repairs for Seal Beach Naval Weapons Station, Seal Beach, California
Solicitation number: W912PL-15-B-0011
Issued by: Department of the Army Corps of Engineers Engineering District Los Angeles

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File	Type	Posted
Bid_Abstract_W912PL-15-B-0011_JettyRepair.pdf	PDF	Sep 21, 2015
Am2_W912PL-15-B-0011.pdf	PDF	Sep 16, 2015
Am1_W912PL-15-B-0011.pdf	PDF	Sep 11, 2015
Site_Visit_sign-in_sheet_25Aug2015.pdf	PDF	Aug 26, 2015
AB_2015-07_cond_4.pdf	PDF	Aug 24, 2015
AB_2015-07_cond_3.pdf	PDF	Aug 24, 2015
AB2015_east_jetty-2ft.pts	—	Aug 24, 2015
AB_2015_07_cond-3ft.xyz	XYZ file	Aug 24, 2015
Spec_W912PL-15-B-0011.pdf	PDF	Aug 18, 2015

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C -X

X X

W P

L -1

-B -0

A R

T H

U R Y J

U N

G P .E

S U

R V

E Y C

O N

T R

O L

H O

O N

T A

L A

N M

E N

A N

D I

N D

E X T

O C

O N

T R

A C

T D

R A

G S

N W

S S

G I0

G N

EAST JETTY

W E S

T J

E T

T Y

LEGEND:

HORIZONTAL ALIGNMENT POINT

SURVEY CONTROL POINT

SEE DETAIL

AND STORAGE AREA

CONTRACTOR'S WORK

AB TIDAL 1

DONE

SOHA

0200 200 400

SCALE: 1" = 200'

1" = 2000'

F 978

GI002

2 5

L T

T .C L T

T .C

OF SURVEY JULY 2015

GENERAL CONDITIONS EXISTING ONLY AT TIME

6. BATHYMETRY SHOWN INDICATES THE

(PID DY0926)

5. ELEVATIONS ARE ESTABLISHED FROM F978

9410660)

WATER , EPOCH 83-01; LOS ANGELES (STA

4. VERTICAL DATUM: MEAN LOWER LOW

3. UNITS: US SURVEY FEET

2. PROJECTION: CA ZONE VI

2007.0

1. HORIZONTAL DATUM: NAD 1983 EPOCH

NOTES:

SAFETY PAYS

VALUE ENGINEERING PAYS

D E

N E

D B

D R

A W

N B

C H

E C

K E

D B

A P

P R

O V

A L

D A

T E

S Y

M B

O L

D E

S C

N S

R E

N S

T R

T F

E N

S U

B M

T E

D B

C H

D E

N B

R A

N C

E N

A M

12345678

$date$

Scale:

SHEET

Plot Date:

N O

U .S

A R

M Y E

N G

E E

R D

T R

L O

S A

N G

E L

E S

C O

R P

S O

F E

N G

E E

R S

O R

A N

G E C

O U

N T

C A

L F

O N

N A

V A

L W

E A

P O

N S S

T A

N S

E A

L B

E A

C H

J E

T T

Y R

E P

-40

-38

38 -

-38

-36

-36 -36

-36

-34

-34-34

-32

-30

-28

-28 -

-28

-26

6 -

-26

-26 -26

-26

-24

-24 -24

-24

-22

-22-

-20 -20

-20

-18

-16

-14

-12

-10

-8

-6

-4

-4 -4

-4

CONTRACTOR'S WORK AND STORAGE AREA

NOT TO SCALE

ENTRANCE TO WORK/STORAGE AREA

P A

O A

S T H

W Y

STORAGE AREA

CONTRACTOR'S WORK

X X

-34 -

-32

-26

-24

-24 -24

-22 -20 -20

-18

6 -

-14

-12

-12 rotate view =,,-22

SAFETY PAYS

VALUE ENGINEERING PAYS

D E

N E

D B

D R

A W

N B

C H

E C

K E

D B

A P

P R

O V

A L

D A

T E

S Y

M B

O L

D E

S C

N S

R E

N S

T R

T F

E N

S U

B M

T E

D B

C H

D E

N B

R A

N C

E N

A M

12345678

$date$

Scale:

SHEET

Plot Date:

U .S

A R

M Y E

N G

E E

R D

T R

L O

S A

N G

E L

E S

C O

R P

S O

F E

N G

E E

R S

O R

A N

G E C

O U

N T

C A

L F

O N

N A

V A

L W

E A

P O

N S S

T A

N S

E A

L B

E A

C H

J E

T T

Y R

E P

-10

-20

-30

E L E

V A

0 60-60

-10

-20

-30

E L E

V A

-10

-20

-30

E L E

V A

0 60-60

-10

-20

-30

E L E

V A

-10

-20

-30

-10

-20

-30

0+001+00

E L E

V A

E L E

V A

15' 15'

C -X

X X

R E

P A

L A

N V

W A

N D C

R O

S S S

E C

N S

CN101

N W

S S

C N

G N

0100 50 100

SCALE: 1" = 50'

010 10 20

SCALE: 1" = 10'

T C

T M

L T

T C

A R

T H

U R Y J

U N

G P .E

W P

L -1

-B -X

X X

SIDE

HARBOR

SIDE

SEAWARD

SIDE

SEAWARD

SIDE

HARBOR

1.5

EL +12

EL +12 EL +12

LEGEND:

NEW STONE OR EXISTING STONE TO BE RESET

EXISTING STONE

A B

POINT

RADIUS

APPROXIMATE TOE LINE

EXISTING JETTY SURFACE

JETTY NEAT LINE

HEAD SECTION TYPICAL

SECTION C-C

STA.37+80 TO 38+95 TYPICAL

SECTION A-A

STA.36+00 TO 37+80 TYPICAL

STA. 29+00 TO STA 32+00

SECTION B-B

SEE NOTE 6.

TRANSITIONAL SECTION

SEE NOTE 2

SEE NOTE 5

SEE NOTE 5, 6

AREA 1 AREA 2 AREA 3

SEE SHEET CI501.

REPLACE WITH NEW NAVIGATION AID BASE.

REMOVE EXISTING NAVIGATION AID AND

6. THE HARBOR SIDE SLOPE SHALL TRANSITION FROM 1.5H:1V TO 2H:1V.

SECTIONS.

NECESSARY TO MEET THE LINES AND GRADES SHOWN ON THE CROSS

TO ACHIEVE INTERLOCKING. PLACE ADDITIONAL A-16 STONE AS

COMBINATION OF BOTH. RESET EXISTING STONE IN THE CROSS SECTION

RESETTING ALL EXISTING STONE IN THE CROSS SECTION, OR A

THE WORK MAY INVOLVE ALL NEW STONE IN THE CROSS SECTION,

5. AREA 1. REMOVE ALL EXISTING STONE ABOVE EL -10.0 MLLW.

SLOPES, EXCEPT AS OTHERWISE DIRECTED BY THE CONTRACTING OFFICER.

OF PLUS OR MINUS 1.0 FEET FROM THE INDICATED NEAT LINES AND

4. THE LIMITS OF THE REPAIRED SECTIONS SHALL FOLLOW A TOLERANCE

LOCATION MAY VARY AS APPROVED BY THE CONTRACTING OFFICER.

EXISTING SECTION AND THE NEW STONE IS SHOWN. HOWEVER, THIS

3. THE DESIRED BELOW WATER INTERSECTION POINT BETWEEN THE

LINES AND GRADES SHOWN ON THE CROSS SECTIONS.

PLACE NEW A-16 ARMOR STONE ONLY. PLACE ALL STONE TO MEET THE

CHINKING STONE ABOVE 0 FT MLLW. BELOW ELEVATION 0 FT MLLW,

SECTION TO ACHIEVE INTERLOCKING. PLACE A-16 ARMOR STONE AND A-3

EXISTING COVER LAYER AND RESET THE EXISTING STONE IN THE CROSS

2. AREA 2 AND AREA 3. ABOVE ELEVATION 0 FT MLLW, REMOVE THE

VARY.

STONE WITHIN THE REPAIR SECTION. THE ACTUAL CONDITIONS WILL

EXISTING CONDITION MAY CONTAIN ALL, SOME, OR NONE OF THE ARMOR

1. THE EXISTING CONDITION IS SHOWN FOR ILLUSTRATION ONLY. THE

NOTES:

SAFETY PAYS

VALUE ENGINEERING PAYS

D E

N E

D B

D R

A W

N B

C H

E C

K E

D B

A P

P R

O V

A L

D A

T E

S Y

M B

O L

D E

S C

N S

R E

N S

T R

T F

E N

S U

B M

T E

D B

C H

D E

N B

R A

N C

E N

A M

12345678

$date$

Scale:

SHEET

Plot Date:

U .S

A R

M Y E

N G

E E

R D

T R

L O

S A

N G

E L

E S

C O

R P

S O

F E

N G

E E

R S

O R

A N

G E C

O U

N T

C A

L F

O N

N A

V A

L W

E A

P O

N S S

T A

N S

E A

L B

E A

C H

J E

T T

Y R

E P

-10

-20

-30

E L E

V A

0 60-60

STA.30+00

-10

-20

-30

E L E

V A

-10

-20

-30

E L E

V A

0 60-60

STA.31+00

-10

-20

-30

E L E

V A

-10

-20

-30

E L E

V A

0 60-60

STA.36+60

-10

-20

-30

E L E

V A

-10

-20

-30

E L E

V A

0 60-60

STA.37+60

-10

-20

-30

E L E

V A

-10

-20

-30

E L E

V A

0 60-60

STA.38+00

-10

-20

-30

E L E

V A

-10

-20

-30

E L E

V A

0 60-60

STA.38+60

-10

-20

-30

E L E

V A

15'

LEGEND:

SIDE

SEAWARD

EL +12

1.5

SIDE

HARBOR

SIDE

SEAWARD

EL +12

1.5

SIDE

HARBOR

SIDE

SEAWARD

EL +12

1.5

SIDE

HARBOR

SIDE

SEAWARD

EL +12

1.5

SIDE

HARBOR

SIDE

SEAWARD

EL +12

1.5

SIDE

HARBOR

SIDE

SEAWARD

EL +12

1.5

SIDE

HARBOR

L L

E X

G C

O N

CN201

4 5

A R

T H

U R Y J

U N

G P .E

C -X

X X

X N

W S

S B C

N .D

G N

(BATHYMETRY)

OF SURVEY, SEPTEMBER 2014 (LIDAR), AND JULY 2015

THE GENERAL CONDITIONS EXISTING ONLY AT TIME

1. THE EXISTING JETTY SURFACE INDICATES

NOTES:

EXISTING JETTY SURFACE

JETTY NEAT LINE

010 10 20

SCALE: 1" = 10'

1" = 10'

L T

T .C L T

T .C

W P

L -1

-B -0

SAFETY PAYS

VALUE ENGINEERING PAYS

D E

N E

D B

D R

A W

N B

C H

E C

K E

D B

A P

P R

O V

A L

D A

T E

S Y

M B

O L

D E

S C

N S

R E

N S

T R

T F

E N

S U

B M

T E

D B

C H

D E

N B

R A

N C

E N

A M

12345678

$date$

Scale:

SHEET

Plot Date:

U .S

A R

M Y E

N G

E E

R D

T R

L O

S A

N G

E L

E S

C O

R P

S O

F E

N G

E E

R S

O R

A N

G E C

O U

N T

C A

L F

O N

N A

V A

L W

E A

P O

N S S

T A

N S

E A

L B

E A

C H

J E

T T

Y R

E P

O N

A V

A T

5 5

C -X

X X

X W

L -1

-B -0

A R

T H

U R Y J

U N

G P .E

T C C

T .C

C M

CI 501

N W

S S

B C I5

NWSSB2015_GI001

References

PW_WORKDIR:d0151535

SPL-G-TS_sfD.DGN

nwssb_port, NWSSB2015_GI001.dgn, Default

NWSSB2015_GI002

References

Top, PW_WORKDIR:d0151535

SPL-G-BS_sfD.DGN

PW_WORKDIR:d0151534

NWSSB2015_C-SP0001.dgn

NWSSB2015_C-DT0001.dgn

NWSSB2015_CN101

References

PW_WORKDIR:d0151535

SPL-G-BS_sfD.DGN

3700sc10, PW_WORKDIR:d0151534

NWSSB2015_C-SP0001.dgn

NWSSB2015_CN201

References

PW_WORKDIR:d0151535

SPL-G-BS_sfD.DGN

3860, PW_WORKDIR:d0151534

NWSSB2015_C-SP0001.dgn

NWSSB2015_CI501

References

PW_WORKDIR:d0151535

SPL-G-BS_sfD.DGN

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