Plans_W912PL-B-16-0004.pdf

R2

R4

R7

R8

R9

R3

R5

R6

P2

R1

R1

R1

R1

R1

R1

R1

R1

R1

R1

R2

R2

R2

R2

R2

R2

R2

R2

R2

P3

P4

P5

P6

P7

P8

P9

P1

P1

P1

P1

P1

P1

P1

P1

P1

P1

P1

P2

P2

P2

P2

P2

P2

P2

P2

P2

R1

0 3

0 3

.0

P O

B

.8

9 P C

.8

P

T

.6

P

O E

B

B

B

B

B

B

B

B

B5

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B3

S O

U T

H

WATER HABITAT

SAN

PEDRO

BREAKWATER

R E

S E

R V

A T I

O N

P

I

N T

C H

A N

N E

L

I

M I

T

C H

A N

N

M I

T

N O

R T

H

U

R N I

G

B A

S I

N

TRANS.

C

ORRI

DOR

T I

T F

A L L

MI

DDLE

BREAKWATER

CABRILL0 SHALLOW

P I

E R

H E

A D

S O

U

R N I

N G

B A

S I

N

CABRILL0 SHALLOW WATER

ANGELS

GATE

P

R O

A C

A N

N E

L

HABITAT EXTENSION

P I

E R

S T

A G

F

L L

S

T

PIER 400

STAGE 1 FILL

(ST1)

N

CALIFORNIA

LOCATION MAP

OREGON

N E

V A

D A

A R

IZ

O

C

I F

E A

N

LOS

ANGELES

MEXICO

PROJECT

LOCATION

NOT TO SCALE

FRANCISCO

SAN

DIEGO

SAN

E=6476757.72

N=1716611.69

E=6479285.59

N=1714983.42

E=6481009.85

N=1714807.14

E=6485139.14

N=1716402.87

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

D

IS

T R

IC

T F

IL

E N

O

F

IL

E N

A M

E

HORIZONTAL ALIGNMENT POINT1

SURVEY CONTROL POINT

PLAN

LEGEND:

TITLE SHEET

SURVEY CONTROL

STATION

TIDAL 8

EASTING NORTHING ELEV. (MLLW)

6,478,692.49 1,720,539.18 13.76

FILE NO.

NOTES

TIDAL 8

THIS CONTRACT

WORK AREA UNDER

NN

SCALE:1"=10000'

10000'0 20000'

INDEX TO CONTRACT DRAWINGS

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

S

D

Final

W P

L -1

-B -0

L O

S A

N G

E L E

S D

IS

T R

IC

T

W

IL

S

H

IR

E B

L V

D

L O

S A

N G

E L E

S

C A

L

IF

O R

N

IA

S A

N P

E D

R O B

R E

A K

W A

T E

R R

E P

A

IR

B W

G I0

.d g n

T .C

C .M

C .M

S A

N G

E L E

S C

O U

N T

Y

C A

L

IF

O R

IA

S A

N G

E L E

S L

O N

G B

E A

C H H

A R

B O

R

A N

D I

N D

E X T

O C

O N

T R

A C

T D

R A

W

IN

G S

S U

R V

E Y C

O N

T R

O L

H O

R

IZ

O N

T A

L A

L

IG

N M

E

WHARF 2

6,480,144.12

6,480,102.07

6,484,974.37

6,485,150.76

1,727,109.32

1,727,108.88

1,716,378.72

1,716,430.29

11.04

10.82

13.25

20.77

WHARF 1

6.

5.

4.

3.

2.

1.

SEE SPECIFICATIONS FOR SURVEY CONTROL LOCATIONS

ELEVATIONS ARE ESTABLISHED FROM TIDAL 8 (STA ID 9410660)

(STA ID 9410660)

VERTICAL DATUM: MEAN LOWER LOW WATER , EPOCH 1983-2001, TIDAL 8

UNITS: US SURVEY FEET

PROJECTION: CA ZONE V

HORIZONTAL DATUM: NAD 1983 EPOCH 2007.0

SAN PEDRO

PIER

CN301CROSS-SECTIONS - BREAKWATER REPAIR CATEGORY 4 & 5C-1619

CN300CROSS-SECTIONS & IDELIZED PLAN VIEW - BREAKWATER REPAIR CATEGORY 1, 2, & 3 C-1618

CN102PLAN VIEW - REPAIR LOCATIONS: STA. 55+00 TO 92+23C-1617

CN101PLAN VIEW - REPAIR LOCATIONS: STA. 6+00 TO 55+00C-1616

CN001TABLE OF STONE RECOVERY AND PLACEMENTC-1615

GI002SURVEY CONTROL, HORIZONTAL ALIGNMENT & INDEX TO CONTACT DRAWINGSC-1614

GI001TITLE SHEETC-1613

GI002

C -1

STATION EASTING NORTHING

6,476,757.72 1,716,611.69

6,479,286.59

6,481,009.07

6,485,139.14

1,714,985.05

1,714,809.31

1,716,402.87

HORIZONTAL ALIGNMENT

STA. 0+00.00

STA. 48+05.86

STA. 30+06.89

STA. 92+32.60

A U

G U

S T

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

D

IS

T R

IC

T F

IL

E N

O

F

IL

E N

A M

E

RECOVERY TABLE

AREA

BEGIN

STA.

END

STA.

BLOCKS

RECOVERY

EST. # OF

AREA

BEGIN

STA.

END

STA.

BLOCKS

PLACEMENT

EST. # OF

CATEGORY NOTES

PLACEMENT TABLE

288+9088+75R28

687+3587+00R27

286+60R26

285+10R25

183+75R24

482+40R23

280+80R22

279+50R21

279+3579+00R20

178+00R19

175+60R18

175+00R17

573+3073+00R16

170+75R15

370+00R14

567+00R13

666+0065+00R12

1065+0064+00R11

663+0062+00R10

259+60R9

258+75R8

254+50R7

836+0035+00R6

523+0022+50R5

321+75R4

1521+0019+50R3

517+00R2

214+50R1

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

S

W

IL

S

H

IR

E B

L V

D

L O

S A

N G

E L E

S

C A

L

IF

O R

N

IA

B W

C N

.d g n

N P

E D

R O B

R E

A K

W A

T E

R R

E P

A

IR

S C .M

Final

W P

L -1

-B -0

L O

S A

N G

E L E

S C

O U

N T

Y

C A

L

IF

O R

N

IA

L O

S A

N G

E L E

S D

IS

T R

IC

T

L O

S A

N G

E L E

S L

O N

G B

E A

C H H

A R

B O

R

R E

C O

V E

R Y A

N D P

L A

C E

M E

N T

T A

B L E O

F S

T O

N E

T .C

IS

N E

R O

S

C .M

E S

A

HEAD: ADD A-16 STONEBID SCHEDULE5HEADP28

SEAWARD SLOPE: ADD A-16 STONEBID SCHEDULE492+3090+80P27

HARBOR ROW: 3 MISSING STONES, RESET 2 EXISTING STONES5188+9088+75P26

HARBOR ROW: MISSING STONES1188+40P25

HARBOR ROW: MISSING STONES3188+2588+00P24

BLOCK STONE AS NECESSARY

TWO (2) LEVELS DEEP; REMOVE/RESET AND ADD RECOVERED

MOVE QUARRY STONE TO SEAWARD SLOPE; ALL ROWS AND 25387+3587+00P23

HARBOR ROW: MISSING STONES2186+60P22

HARBOR ROW: RESET LOOSE STONE3185+75P21

HARBOR ROW: MISSING STONES1185+10P20

HARBOR ROW: MISSING STONES1183+75P19

HARBOR ROW: MISSING STONES1182+80P18

HARBOR ROW: MISSING STONES1182+40P17

HARBOR ROW: MISSING STONES1180+80P16

HARBOR ROW: MISSING STONES2180+2080+10P15

HARBOR ROW: MISSING STONES3179+3579+00P14

HARBOR ROW: MISSING STONES1178+00P13

HARBOR ROW: MISSING STONES1175+60P12

HARBOR ROW: MISSING STONES1175+00P11

HARBOR ROW: MISSING STONES1173+3073+00P10

HARBOR ROW: RESET LOOSE STONE1170+75P9

HARBOR ROW: MISSING STONES2168+00P8

HARBOR ROW: MISSING STONES2165+50P7

HARBOR ROW: MISSING STONES2159+60P6

HARBOR ROW: MISSING STONES2151+00P5

HARBOR ROW: 1 MISSING STONE AND 1 LOOSE STONE2126+45P4

HARBOR ROW: RESET STONE SLUMPING TOWARD CENTER10117+0016+00P3

TOWARD SEAWARD SIDE

SEAWARD & MIDDLE ROWS: RESET BLOCK STONES SLUMPING 50214+5012+00P2

HARBOR ROW: MISSING STONES318+798+58P1

C -1

A U

G U

S T

CN001

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

D

IS

T R

IC

T F

IL

E N

O

F

IL

E N

A M

E

-16-16

-16

-16-16 -14

-14

-14

-14 -14

-12

-12

-12

-12

-12 -12

-10-10

-10

-10 -10

-10

-8 -8

-8

-8

-8 -8

-8

-8 -8

-6

-6

-6

-6

-6-

-6

-6 -6

-4 -4

-4

-4

-4

-4

-4

-4

-4 -4

-4

-4

-4

-2

R2

P2 P3P1

R1

-16

-16

-16

-16 -16

-14 -14

-14

-14 -14

-14

14-12 -12

-12

-12

-12

-12

-12

-10

-10 -10

-8

-8

-8

R4R3 R5

P41

-18

-18

-18

-18

-16

-16

-14

R6

-18-18

-18-

-18

-18

-18

-18-18-18

-18

-16

-16

R7

P5

PLAN

SCALE: 1" = 50'

HARBOR SIDE

HARBOR SIDE

SEAWARD SIDE

SEAWARD SIDE

SEAWARD SIDE

M A

T C

H L

IN

E S

T A

M A

T C

H L

IN

E S

T A

M A

T C

H L

IN

E S

T A

M A

T C

H L

IN

E S

T A

M A

T C

H L

IN

E S

T A

M A

T C

H L

IN

E S

T A

M A

T C

H L

IN

E S

T A

SAN PEDRO PIER

HARBOR SIDE

SEAWARD SIDE

NOTES

2.

1.

LEGEND

RECOVER LOCATIONSR#:

PLACEMENT LOCATIONSP#:

HARBOR SIDE

M A

T C

H L

IN

E S

T A

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

S

P

L -1

-B -0

L O

S A

N G

E L E

S D

IS

T R

IC

T

W

IL

S

H

IR

E B

L V

D

L O

S A

N G

E L E

S

C A

L

IF

O R

N

IA

S A

N P

E D

R O B

R E

A K

W A

T E

R R

E P

A

B W

C N

.d

S A

N G

E L E

S C

O U

N T

Y

C A

L

IF

O R

S A

N G

E L E

S L

O N

G B

E A

C H H

A R

B O

R

S T

A T

O S

T A

R E

P A

IR

L

O C

A T

IO

N S

P L

A N V

IE

W

T .C

IS

N E

R O

S

C .M

E S

A

C .M

E S

A

FOR FURTHER DETAILS.

ON SHEET CN-001 AND CROSS-SECTIONS

AND LOCATION OF AREAS OF WORK. SEE TABLES

AND APPROXIMATELY REPRESENT THE EXTENT

HATCHED AREAS ARE FOR ILLUSTRATION ONLY,

NOVEMBER, 2014

CONDITIONS EXISTING ONLY AT TIME OF SURVEY

BATHYMETRY SHOWN INDICATES THE GENERAL

C -1

CN101

A U

G U

S T

100'0 50'

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

D

IS

T R

IC

T F

IL

E N

O

F

IL

E N

A M

E

-30

-20

-10

-30

-20

-10

-60 0 40

E L E

V A

T

IO

N

E L E

V A

T

IO

N

-30

-20

-10

-30

-20

-10 E L E

V A

T

IO

N

E L E

V A

T

IO

N

-60

400-60

-30

-20

-10

-30

-20

-10E L E

V A

T

IO

N

E L E

V A

T

IO

H:

V:

EXISTING BREAKWATER SURFACE

BREAKWATER NEAT LINE

010' 10'

SCALE: 1" = 10'

010' 10'

SCALE: 1" = 10'

NOTES

CATEGORY 2

CATEGORY 3

CATEGORY 1

LEGEND

C

MLLW

SIDE

SEAWARD

SIDE

HARBOR

EL. +14

SIDE

HARBOR

SIDE

SEAWARD

MLLW

SIDE

HARBOR

SIDE

SEAWARD

MLLW

ROW

MIDDLE

NTS

OF REPAIR AREAS

IDEALIZED PLAN VIEW

ROW

HARBOR

ROW

SEAWARD

C

C

CREST

BREAKWATER

STONE(S)

REPLACE BLOCK

(APPROX.)

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

S

W

IL

S

H

IR

E B

L V

D

L O

S A

N G

E L E

S

C A

L

IF

O R

N

IA

B W

C N

.d

N P

E D

R O B

R E

A K

W A

T E

R R

E P

A

IR

S

Final

W P

L -1

-B -0

L O

S A

N G

E L E

S C

O U

N T

Y

C A

L

IF

O R

N

IA

L O

S A

N G

E L E

S D

IS

T R

IC

T

L O

S A

N G

E L E

S L

O N

G B

E A

C H H

A R

B O

R

C A

T E

G O

R Y

C R

O S

S -S

E C

T

IO

N S I

D E

A L

IZ

E D P

L A

N V

IE

W

T .C

IS

N E

R O

S

C .M

E S

A

C .M

E S

A

2014 GROUNDLINE

2014 GROUNDLINE

EL. +14 (APPROX.)

EL. +14 (APPROX.)

STONE(S)

RESET BLOCK

AND CONCRETE

BLOCK STONE

REPLACE WITH RECOVERED

SEE NOTE 4 SEE NOTE 5

SEE NOTE 6

2014 GROUNDLINE

C -1

CN300

PLACE/RESET BLOCK STONES

SEAWARD SLOPE.

PLACE QUARRY STONE ON

BLOCK STONE ALL ROWS AND THREE ROWS DEEP.

6. REMOVE QUARRY STONE AND PLACE ON SEAWARD SLOPE . RESET

SPECIFICATIONS.

BETWEEN THE LAST STONES WILL BE TREATED IN ACCORDANCE WITH

TIGHTLY INTERLOCKED IN ACCORDANCE WITH SPECIFICATIONS. GAP

5. RESET HABOR ROW AND MIDDLE ROW BLOCK STONES.STONES MUST BE

LAST STONES WILL BE TREATED IN ACCORDANCE WITH SPECIFICATIONS.

INTERLOCKED IN ACCORDANCE WITH SPECIFICATIONS. GAP BETWEEN THE

4. REPLACE HARBOR ROW BLOCKS STONE(S). STONES MUST BE TIGHTLY

PRACTIBLE.

3. MATCH EXISTING CREST ELEVATION TO THE MAXIMUM EXTENT

TO WAVE ACTION, ETC. THE ACTUAL CONDITIONS MAY VARY.

CHANGES SINCE CONSTRUCTION DUE TO SETTLEMENT, EXPOSURE

ACTUAL DIMENSIONS AND CREST ELEVATIONS HAVE UNDERGONE

2. THE IDEALIZED CROSS SECTION IS SHOWN FOR ILLUSTRATION ONLY.

OF SURVEY, NOVEMBER 2014 (BELOW WATER).

THE GENERAL CONDITIONS EXISTING ONLY AT TIME

1.THE EXISTING BREAKWATER SURFACE INDICATES

A U

G U

S T

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

D

IS

T R

IC

T F

IL

E N

O

F

IL

E N

A M

E

E L E

V A

T

IO

N

E L E

V A

T

IO

N

-10

-20

-30

-10

-20

-30

0+800+00

-10

-20

-30

-10

-20

-30

E L E

V A

T

IO

N

E L E

V A

T

IO

N

0+800+00

-10

-30

-20

-10

-20

-30

E L E

V A

T

IO

N

E L E

V A

T

IO

N

0+800+00

-30

-20

-10

-10

-60

-30

-20

E L E

V A

T

IO

N

E L E

V A

T

IO

N

10'

10'

10' 10'

H:

V:

EXISTING BREAKWATER SURFACE

BREAKWATER NEAT LINE

010' 10'

SCALE: 1" = 10'

010' 10'

SCALE: 1" = 10'

SIDE

HARBOR

SIDE

SEAWARD

LEGEND

1.5

1.5

STONE

NOTES

1.5

1.5

SIDE

SEAWARD

SIDE

SEAWARD

SIDE

SEAWARD

EL. +10

EL. +10

EL. +10

CATEGORY 4 REPAIRS, TYP.

CATEGORY 5 REPAIRS, 45°

CATEGORY 5 REPAIRS, 90°CATEGORY 5 REPAIRS, 0°

4.DEVELOP TOE TO PROVIDE BUTRESS FOR OVERLYING STONE.

THE INDICATED NEAT LINES AND SLOPES, EXCEPT AS OTHERWISE DIRECTED BY THE CONTRACTING OFFICER.

3. THE LIMITS OF THE REPAIRED SECTIONS SHALL FOLLOW A TOLERANCE OF PLUS OR MINUS 1.0 FEET FROM

STONE IS SHOWN. HOWEVER, THIS LOCATION MAY VARY AS APPROVED BY THE CONTRACTING OFFICER.

2. THE DESIRED BELOW WATER INTERSCEPTION POINT BETWEEN THE EXISTING SECTION AND THE NEW

AT TIME OF SURVEY, SEPTEMBER 2014 (ABOVE WATER), AND NOVEMBER 2014 (BELOW WATER)

1. THE EXISTING BREAKWATER SURFACE INDICATES THE GENERAL CONDITIONS EXISTING ONLY

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

S

P

L -1

-B -0

L O

S A

N G

E L E

S D

IS

T R

IC

T

W

IL

S

H

IR

E B

L V

D

L O

S A

N G

E L E

S

C A

L

IF

O R

N

IA

S A

N P

E D

R O B

R E

A K

W A

T E

R R

E P

A

B W

C N

.d

S A

N G

E L E

S C

O U

N T

Y

C A

L

IF

O R

S A

N G

E L E

S L

O N

G B

E A

C H H

A R

B O

R

T .C

IS

N E

R O

S

C .M

E S

A

C .M

E S

A

C A

T

B R

E A

K W

A T

E R R

E P

A

IR

C R

O S

S -S

E C

T

IO

N S

NOTE 2

SEE

NOTE 4

NOTE 2,

SEE

C -1

CN301

A U

G U

S T