pipe bollard type i see sht. s-3.3 for detail · detail - pipe bollard type i. alabama state port...

EXISTING 30"Ø PILE

40.00

EX

IS

TIN

G W

36x182 B

EA

M

EX

IS

TIN

G W

36x182 B

EA

M

EXISTING 24"Ø PILEEXISTING 24"Ø PILE

EXISTING 30"Ø

BATTER PILE

EXISTING 30"Ø PILE

EXISTING 24"Ø PILE

NEW W14x74 WALER (x3) EXISTING W14X74 WALER (x3)

NEW W14x74 WALER (x3) EXISTING W14x74 WALER (x3)

NE

W W

36x182 B

EA

M

EXISTING 4'W. WALKWAY

40.00 40.00

131415

16

40.00

17

40.00

18

40.00

19

EXISTING W14x74 WALER (x3)




EX

IS

TIN

G W

36x182 B

EA

M

EX

IS

TIN

G W

36x182 B

EA

M

EX

IS

TIN

G W

36x182 B

EA

M

EX

IS

TIN

G W

36x182 B

EA

M

41.00

24.0'Ø

CE

LL

E

X

IS

T

IN

G

W

1

4

x

7

4

W

A

L

E

R

(x

3

)

E

X

IS

T

IN

G

W

1

4

x

7

4

W

A

L

E

R

(x

3

)

EXISTING 4'W. WALKWAYEXISTING 4'W. WALKWAY

EXISTING 30"Ø

BATTER PILE

BE

NT

TY

PE

"A

"

BE

NT

TY

PE

"A

"

BE

NT

TY

PE

"C

"

BE

NT

TY

PE

"B

"

BE

NT

TY

PE

"A

"

BE

NT

TY

PE

"B

"

BE

NT

TY

PE

"A

"

BREASTING CELL No.1 - 24' Ø

EXIST. LIGHT POLE

SEE SHT. S-3.3 FOR DETAIL

PIPE BOLLARD TYPE II




SEE SHT. S-3.4 FOR

DETAILS

HORIZONTAL CYLINDER FENDERS

SEE SHT. S-3.4 FOR DETAILS

C

S-3.2






S-3.4

3

PIPE BOLLARD TYPE I


SEE NOTE 13 ON

SHT. S-3.2 FOR

DETAILS

EX

ISTIN

G W

14x74 WA

LER

(x3)

EX

IS

TIN

G W

36x182 B

EA

M

EX

IST

ING

W14x74 W

ALE

R (

x3)

EXISTING 24"Ø PILE

EXISTING 30"Ø PILE

39.00 39.00

EX

ISTIN

G W

14x74 WA

LER

(x3)

71.00

EX

IS

TIN

G W

36x182 B

EA

M

CENTRAL LOADING

PLATFORM


40.00

EXISTING 24"Ø PILE

EXISTING 30"Ø PILE

EXISTING 30"Ø

BATTER PILE

EX

IS

TIN

G W

36x182 B

EA

M


EXISTING 24"Ø PILE

EXISTING 30"Ø PILE

EXISTING 30"Ø

BATTER PILE

111213 B

EX

IST

ING

W14x74 W

ALE

R (

x3)

NEW ∠ 4"x 4"x 5/16" - 24"L.

w/(6) 3/4"Ø GALV. H.S.B.

(1) EACH SIDE OF TRUSS

10

71.00

9

40.00





40.0'Ø

CE

LL

EXISTING 30"Ø

BATTER PILE

NORTH BREASTING CELL No.2 - 40' Ø

EX

IS

TIN

G

W36x182 B

EA

M

EX

IS

TIN

G

W36x182 B

EA

M

BE

NT

TY

PE

"A

"

BE

NT

TY

PE

"A

"

BE

NT

TY

PE

"A

"

BE

NT

TY

PE

"A

"

BE

NT

TY

PE

"A

"

S-3.2

1

S-3.2

1

SEE SHT. S-3.5 &

S-3.6 FOR DETAILS

S-3.4

3

A

S-3.2



PIPE BOLLARD TYPE 2



WOODEN TIMBERS


WOODEN TIMBERS


SEE NOTE 13 ON

SHT. S-3.2 FOR

DETAILS

SEE NOTE 13 ON

SHT. S-3.2 FOR

DETAILS

DESCRIPTION

DRN

REV. DATE

DOCUMENT CONTROL

CHK

PROJ. NO. DWG. NO.

DRAWN

ALABAMA STATE PORT AUTHORITY

MOBILE LIQUID BULK TERMINAL

THEODORE, ALABAMA

2018 REHABILITATION

1825

05/14/2018

JEH

TBC

1

08/09/18

CMV

TBC

RELEASED FOR BID GCL

ENLARGED PLAN - BREASTING CELL No.1 TO BENT 13

SCALE: 1" = 10'

N

ENLARGED PLAN: NORTH BREASTING CELL No.1 - BENT 9

S-3.0

ENLARGED PLAN - BENT 13 TO BENT 9

SCALE: 1" = 10'

N

AutoCAD SHX Text

ENGINEERS ARCHITECTS

AutoCAD SHX Text

3901 Spring Hill Avenue

AutoCAD SHX Text

Ph. No. (251) 344-7073

AutoCAD SHX Text

& Associates, Inc.

AutoCAD SHX Text

CLARK, GEER, LATHAM

AutoCAD SHX Text

Mobile, Alabama 36608

AutoCAD SHX Text

FAX No. (251) 343-9179

BARGE STOP No.2

4



40.00

EX

IS

TIN

G

W36x182 B

EA

M

3

40.00

2

40.00

1

EX

IS

TIN

G

W36x182 B

EA

M

EX

IS

TIN

G

W36x182 B

EA

M

EX

IS

TIN

G

W36x182 B

EA

M





BE

NT

TY

PE

"C

"

BE

NT

TY

PE

"A

"

BE

NT

TY

PE

"A

"

BE

NT

TY

PE

"C

"

EXIST. BOAT HOUSE

(NO WORK THIS

CONTRACT)

EXIST. LIGHT POLE


PIPE BOLLARD TYPE 2


B.S.

S-3.2

PIPE BOLLARD TYPE I


BARGE STOP No.1B

9

SOUTH BREASTING CELL No.3 - 40' Ø

A

40.0

'Ø

CE

LL

39.00 39.00

8

40.00

7

40.00

6

40.00

5

40.00

4







EX

IS

TIN

G

W3

6x1

82

B

EA

M

EX

IS

TIN

G

W3

6x1

82

B

EA

M

EX

IS

TIN

G

W3

6x1

82

B

EA

M

EX

ISTIN

G W

14x74 WA

LER

(x3)

EX

ISTIN

G W

14x74 WA

LER

(x3)

EX

ISTIN

G W

14x74 WA

LER

(x3)

EX

IST

ING

W14x74 W

ALE

R (x3)

EX

IS

TIN

G

W3

6x1

82

B

EA

M

EX

IS

TIN

G

W3

6x1

82

B

EA

M

EX

IS

TIN

G

W3

6x1

82

B

EA

M

BE

NT

TY

PE

"A

"

BE

NT

TY

PE

"A

"

BE

NT

TY

PE

"B

"

BE

NT

TY

PE

"A

"

BE

NT

TY

PE

"B

"

BE

NT

TY

PE

"C

"


PIPE BOLLARD TYPE 2


SEE SHT. S-3.5 &

S-3.6 FOR DETAILS

B

S-3.2



B.S.

S-3.2

PIPE BOLLARD TYPE I


PIPE BOLLARD TYPE I


DESCRIPTION

DRN

REV. DATE

DOCUMENT CONTROL

CHK

PROJ. NO. DWG. NO.

DRAWN



THEODORE, ALABAMA

2018 REHABILITATION

1825

05/14/2018

JEH

TBC

1

08/09/18

CMV

TBC

RELEASED FOR BID GCL


SCALE: 1" = 10'

N

ENLARGED PLAN: BENT 9 - BENT 1

S-3.1


SCALE: 1" = 10'

N

AutoCAD SHX Text

DOCKING LINE

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

Ph. No. (251) 344-7073

AutoCAD SHX Text

& Associates, Inc.

AutoCAD SHX Text

CLARK, GEER, LATHAM

AutoCAD SHX Text


AutoCAD SHX Text

FAX No. (251) 343-9179

T.O.S. BENT

ELEV. 12.0

W14x74 WALER

ELEV. +8.0

WA

LK

WA

Y

MLW

ELEV. 0.0

W14x74 WALER

ELEV. +5.0

W14x74 WALER

ELEV. +2.0

5

12

T.O.S.

ELEV. -6.0 (MIN.)

TIRE STOP

T / CONCRETE

ELEV. 14.67

W36x182

W14x74 WALER

ELEV. +8.0

W14x74 WALER

ELEV. +5.0

W14x74 WALER

ELEV. +2.0

T.O.S.

ELEV. -6.0 (MIN.)

TIRE STOP

USED TIRES

SIZE 20.5-25

24"Ø PIPE PILE

MLW

ELEV. 0.0

5

12

T.O.S. BENT

ELEV. 12.0

30"Ø PIPE PILE

USED TIRES

SIZE 1800-33

30"Ø PIPE PILE 24"Ø PIPE PILE

P 3/4"x 24"x 5'-6"L.

L

TEMPORARY TIRE

STOP NOTE 1

TEMPORARY TIRE

STOP NOTE 1

NOTE 2

NOTE 2

NOTE 3,5

NOTE 3,5

NOTE 3,5

NOTE 3,5

NOTE 7

NOTE 7

NOTE 7

NOTE 7

NOTE 10

NOTE 10

T.O.S.

ELEV. ±-18.0'

T.O.S.

ELEV. ±-18.0'

NOTE 6

TYPICAL SECTION BENT TYPE "C"

SCALE: 1/4" = 1'-0"

C

S-3.2S-3.0

TYPICAL SECTION BARGE STOP

SCALE: 1/4" = 1'-0"

B.S.

S-3.2S-3.1

48"Ø PIPE PILE

OR

24"Ø PIPE PILE

OR

30"Ø PIPE PILE

TYP.

TYP.

TYP.

COPE WALER TO FIT

PILE DIAMETER

5/16

SECTION "A-A"

SCALE: 3/4" = 1'-0"

WALER-TO-PIPE PILE CONNECTION

NEW WALER

ELEV. +2.0

NEW WALER

ELEV. +5.0

NEW WALER

ELEV. +8.0

A A

T/NEW BENT

ELEV. +12.0

EXIST. W36x182

7/16

TYP.

NEW 48"Ø PIPE PILE - 5/8" WALL

OR

EXIST. 24"Ø PIPE PILE - 1/2" WALL

ELEVATION No.1

SCALE: 1/2" = 1'-0"

SLOT PIPE PILE FOR W36 WEB

7/16

TYP.

DETAIL

SCALE: 3/4"=1'-0"

1

S-3.0 S-3.2

3/4" THK. PLATE

W 14 X 74 ( WALER )

CUT FROM W 27 x 94

FENDER TRANSITION

5'-10"

1'-1 1/2"

7'-0" LONG

8"Ø SCH 80 PIPE

5/16

5/16

1'-1 1/2"

2'-1"

x 10" WIDE

EXISTING HP 14 X 89 PILING

TO HP 14 X 89 PILING

W 14 X 74 BOLTED

±2'-6"

6/(8) 1"Ø HSB, GALV.

NOTE 4,9

T.O.S. BENT

ELEV. 12.0

W14x74 WALER

ELEV. +8.0

MLW

ELEV. 0.0

W14x74 WALER

ELEV. +5.0

W14x74 WALER

ELEV. +2.0

5

12

T / CONCRETE

ELEV. 14.67

30"Ø PIPE PILE

W36x182

EXIST. TIRES

30"Ø PIPE PILE

TYPICAL SECTION BENT TYPE "A"

SCALE: 1/4" = 1'-0"

PIPE BOLLARD TYPE I

T.O.S. BENT

ELEV. 12.0

MLW

ELEV. 0.0

T.O.S.

ELEV. -11.0 (MIN.)

W14x74 OR W18x97

WALER ELEV. +8.0

W14x74 OR W18x97

WALER ELEV. +5.0

W14x74 OR W18x97

WALER ELEV. +2.0

48"Ø PIPE PILE

30"Ø PIPE PILE

5

12

12"

20'-0"

EXIST. TIRES

T.O.S. BENT

ELEV. 12.0PIPE BOLLARD TYPE 1.

REF. DETAIL THIS DWG.

1"

T/BENT

ELEV. +12.0'

END OF W36x182

FACE OF PILE

WELD PILE TO

W36x182 FLANGE

WALKWAY

USED TIRES

SIZE 20.5-25

24"Ø PIPE PILE

W36x182

T.O.S.

ELEV. -6.0

(MIN.)

TIRE STOP

TIRE STOP

12"

20'-0"

TEMPORARY TIRE

STOP NOTE 1

TEMPORARY TIRE

STOP NOTE 1

TEMPORARY TIRE

STOP NOTE 1

NOTE 2

NOTE 2

NOTE 2

NOTE 3,5

NOTE 3,5NOTE 3,5

NOTE 3,5

NOTE 3,5

NOTE 3,5

NOTE 7

NOTE 7

NOTE 7

NOTE 7

NOTE 7

NOTE 7

NOTE 10

NOTE 10

NOTE 10

T.O.S.

ELEV. ±-18.0'

T.O.S.

ELEV. ±-18.0'

T.O.S.

ELEV. ±-18.0'

NOTE 6

NOTE 6

A

S-3.2S-3.0

TYPICAL SECTION BENT TYPE "B"

SCALE: 1/4" = 1'-0"

B

S-3.2S-3.1

DESCRIPTION

DRN

REV. DATE

DOCUMENT CONTROL

CHK

PROJ. NO. DWG. NO.

DRAWN



THEODORE, ALABAMA

2018 REHABILITATION

1825

05/14/2018

JEH

TBC

1

08/09/18

CMV

TBC

RELEASED FOR BID GCL BENT PILING AND BARGE STOP: SECTIONS AND DETAILS

S-3.2

SCOPE AND SEQUENCE OF WORK OVER ENTIRE PROJECT FROM NORTH BREASTING CELL No.1 TO BENT 1, INCLUDING BARGE STOP No.1A, 1B, AND 2:

1. WELD TEMPORARY TIRE STOP AT ELEV. ±-18' ON BACK SIDE OF PILING (AWAY FROM VESSELS), ON BENT PILING 1 AND ENSUING BENT PILING 2.

2. CUT EXISTING TIRE STOP FROM BENT PILING 1 AND 2. LOWER TIRE (FENDERS) BELOW BOTTOM W14X74 WALER ON TEMPORARY TIRE STOP.

3. REMOVE BOTTOM W14X74 WALER BETWEEN BENT PILING 1 AND BENT PILING 2. LOWER TIRE (FENDER) ON TEMPORARY TIRE STOP. CONTINUE SAME PROCEDURE

FOR MIDDLE W14X74 WALER BETWEEN BENT PILING 1 AND BENT PILING 2. (2) TOTAL WALERS REMOVED BETWEEN EACH BENT PILING. REMOVE TYPE II BOLLARDS

THAT ARE WELDED IN PLACE BY BOTTOM AND MIDDLE WALER.

4. REMOVE (8) EXISTING FLANGES AND 8"Ø SCH. 80 PIPE FROM MIDDLE AND BOTTOM WALERS THAT ARE WELDED IN PLACE; (4) LOCATIONS AT THE CORNERS OF THE

CENTRAL LOADING PLATFORM.

5. USE WIRE BRUSH AND GRINDING WHEEL TO REMOVE EXISTING RUST AND DETRITUS FROM POINTS OF ATTACHMENT AT EACH BENT STRUCTURE. PAINT AND PRIME

ALL EXPOSED AREAS OF BENT STRUCTURE FROM ELEV. -8.0' TO +5.5' WITH ALOCIT AND +5.5' TO +12.0' WITH CTE FOR BENT TYPE "A", "B", "C" AND BARGE STOPS;

EXCEPT 48"Ø PIPE PILING OF TYPE "B". PAINT AND PRIME ALL EXPOSED AREAS OF 48"Ø PIPE PILING OF BENT STRUCTURE "B" FROM ELEV. -12.0' TO +5.5' WITH

ALOCIT AND +5.5' TO +12.0' WITH CTE.

6. USE WIRE BRUSH AND GRINDING WHEEL TO REMOVE EXISTING RUST AND DETRITUS FROM W36X182 BEAM AT EACH BENT. PAINT AND PRIME ALL EXPOSED AREAS

OF BEAM WITH CTE.

7. INSTALL NEW W14x74 WALERS WITH EXISTING TIRE (FENDERS) IN CONTRADICTING ORDER FROM REMOVAL. NEW WELDS SHALL BE BETWEEN "CLEAN" STEEL.

PLACE TOP TIRE (FENDER) UNDER TOP WALER. WELD NEW MIDDLE W14X74 WALER AND MATCH EXISTING WALER ELEVATION, PLACE MIDDLE TIRE (FENDER) UNDER.

WELD NEW BOTTOM W14X74 WALER AND MATCH EXISTING WALER ELEVATION.

8. NEW W14x74 WALER (MIDDLE & BOTTOM) INSTALLATION AT (4) LOCATIONS AT THE CORNER OF CENTRAL LOADING PLATFORM WILL BE BOLTED TO THE BACK OF

EXISTING HP 14x89 PILING. USE WIRE BRUSH AND GRINDING WHEEL TO REMOVE EXISTING RUST AND DETRITUS FROM HP 14X89 PILING. PAINT AND PRIME ALL

EXPOSED AREAS OF HP 14X89 PILING FROM ELEV. -8.0' TO +5.5' WITH ALOCIT AND +5.5' TO +12.0' WITH COAL TAR EPOXY. (SEE DETAIL 1 ON THIS SHT. FOR

REFERENCE.)

9. INSTALL AND WELD NEW WALER FLANGES TO MIDDLE & BOTTOM WALER AT (4) LOCATIONS AT THE CORNER OF CENTRAL LOADING PLATFORM. (8) TOTAL FLANGES

WILL BE INSTALLED. CUT OUT FLANGE SECTION FOR NEW 8"Ø SCH. 80 PIPE TO BE INSTALLED. WELD INTO PLACE. (SEE DETAIL 1 ON THIS SHT. FOR REFERENCE).

10. LIFT REMAINING TIRES (FENDERS) TO BOTTOM OF NEWLY PLACED BOTTOM WALER FOR INSTALLATION OF TIRE STOP. PLACE AT SAME ELEVATION AS EXISTING TIRE

STOP THAT WAS PREVIOUSLY REMOVED.

11. REPEAT SEQUENCE OF WORK FOR ENSUING SETS OF BENT STRUCTURES AND BREASTING CELLS. (2-3, 3-4, 4-5, 5-6, 6-7, 7-8, 8-BREASTING CELL NO.3, BREASTING

CELL NO.3-BENT 9, 9-0, 10-CENTRAL LOADING PLATFORM, CENTRAL LOADING PLATFORM-BENT 11, 11-12, 12-BREASTING CELL NO.2, BREASTING CELL NO.2-BENT 13,

13-14, 14-15, 15-16, 16-17, 17-18, 18-19, 19-BREASTING CELL NO.1). THIS IS TO BE DONE ON WEST AND EAST SIDE OF BULK TERMINAL.

12. FOLLOW SAME PROCEDURE FOR REHABILITATION OF BARGE STOPS 1A, 1B, AND 2.

13. REMOVE AND INSTALL (3) NEW TOP W14x74 WALERS AT DESIGNATED LOCATIONS WHERE EXISTING WALERS WERE DAMAGED. NEW WELDS SHALL BE BETWEEN

"CLEAN" STEEL. (SEE SHT. S-3.0 FOR LOCATIONS OF (3) NEW TOP W14x74 WALERS).

STRUCTURAL NOTES:

1. FIELD VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO CONSTRUCTION.

2. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES BETWEEN PLANS AND FIELD

CONDITIONS. IF NECESSARY, ENGINEER SHALL RE-INSPECT ALL EXISTING STRUCTURAL

MEMBERS AND CONNECTIONS PRIOR TO CONTRACTOR MAKING ANY NEW STRUCTURAL

MODIFICATIONS.

3. ALL STRUCTURAL STEEL SHALL BE ASTM A-36, Fy = 36 ksi (MIN.)

4. ALL WELDING SHALL BE PERFORMED IN ACCORDANCE WITH AWS AND SHALL BE PERFORMED

BY AWS CERTIFIED WELDERS USING E70XX RODS.

5. ALL WELDS SHALL BE INSPECTED BY AWS CERTIFIED WELDING INSPECTORS.

6. EXPOSED STEEL SURFACES SHALL BE PAINTED WITH ALOCIT 18.25 OR COAL TAR EPOXY (CTE).

7. ALL ELEVATIONS REFER TO NGVD 88 VERTICAL DATUM.

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

Ph. No. (251) 344-7073

AutoCAD SHX Text

& Associates, Inc.

AutoCAD SHX Text

CLARK, GEER, LATHAM

AutoCAD SHX Text


AutoCAD SHX Text

FAX No. (251) 343-9179

8"Ø SCH. 80 PIPE - 1'-4"L.

FILL w/3,000 PSI CONCRETE (GALV.)

10

"6

"

1'-0" 1'-0"

2'-0"

1'-4

"

PIPE CAP

TOP FLANGE W36

4"Ø SCH. 80 PIPE - 2'-0"L.

w/PIPE CAPS AT ENDS (GALV.)

DETAIL - PIPE BOLLARD TYPE I

SCALE: 1" = 1'-0" (2 REQ'D)

NOTE 1,3

NOTE 4

NOTE 2

1'-4"

NEW WALER

ELEV. +2.0

NEW WALER

ELEV. +5.0

NEW WALER

ELEV. +8.0

DETAIL - PIPE BOLLARD TYPE II

SCALE: 1" = 1'-0" (4 REQ'D)

T/BOLLARD

ELEV. +7.0

6"

1'-0" 1'-0"

8"Ø SCH. 80 PIPE - 5'-0"L.

FILL w/3,000 PSI CONCRETE (GALV.)

4"Ø SCH. 80 PIPE - 2'-0"L.

w/PIPE CAPS AT ENDS (GALV.)

PIPE CAP

TYP.

8"Ø x 0.5" BOTTOM P

L

TYP.

1/4

3/8

3/8

TYP.

TYP.

3/8

NOTE 1

NOTE 3,4

NOTE 2,4

NOTE 5

NOTE 6

NOTE 7

NOTE 8

T / PILE

ELEV. +12.0

MLW

ELEV. 0.0

T.O.S.

ELEV. -6.0

(MIN.)

TIRE STOP

30"Ø PIPE PILE

EXIST. TIRES

PIPE BOLLARD TYPE I

TYPICAL SINGLE PILE DOLPHIN

SCALE: 1/4" = 1'-0"

NOTE 1,3

NOTE 3

NOTE 2

36"Ø PIPE

EL. 0.00' (MLW)

BA

LA

NC

E O

F P

ILE

T

O B

E F

ILL

ED

W

IT

H C

LE

AN

S

AN

D

T/PILE ELEV. 14.0' (REF. MLW)

4,00

0 P

SI

CO

NC

. F

ILL

9'-0"

(4) LOCATIONS FOR LIGHT POLE

BASE PLATE & ANCHOR BOLTS

REFER TO DWG. S1.2, S3.1 & S3.2

TAPERED STEEL POLE 100' LONG

REFER. TO ELEC. DWGS. FOR LIGHTING

SCALE: 1/8"=1'-0"

LIGHT POLE & PILE ELEVATION

( DESIGN FOR 100 M.P.H. WINDS )

NOTE 1

NOTE 2

DESCRIPTION

DRN

REV. DATE

DOCUMENT CONTROL

CHK

PROJ. NO. DWG. NO.

DRAWN



THEODORE, ALABAMA

2018 REHABILITATION

1825

05/14/2018

JEH

TBC

1

08/09/18

CMV

TBC

RELEASED FOR BID GCL DOLPHIN, LIGHT POLE & BOLLARD: SECTIONS AND DETAILS

S-3.3

SCOPE AND SEQUENCE OF WORK OVER (8) SINGLE PILE DOLPHINS:

1. REMOVE EXISTING TIRE (FENDERS) FROM TOP OF SINGLE PILE DOLPHIN.

2. CUT OFF AND DISPOSE OF EXISTING PIPE BOLLARD TYPE I ON TOP OF SINGLE PILE DOLPHIN.

3. USE WIRE BRUSH AND GRINDING WHEEL TO REMOVE EXISTING RUST AND DETRITUS FROM SINGLE

PILE DOLPHIN. PAINT AND PRIME ALL EXPOSED AREAS OF SINGLE PILE DOLPHIN FROM ELEV. -8.0'

TO +5.5' WITH ALOCIT AND +5.5' TO +12.0' WITH CTE.

4. PLACE TIRE (FENDERS) BACK ONTO SINGLE PILE DOLPHIN. TIRE (FENDERS) WILL SETTLE ONTO

EXISTING TIRE STOP.

5. REPEAT SEQUENCE OF WORK FOR REMAINING (7) SINGLE PILE DOLPHINS.

SCOPE AND SEQUENCE OF WORK OVER (2) EXIST. LIGHT POLES:

1. USE WIRE BRUSH AND GRINDING WHEEL TO REMOVE EXISTING RUST AND DETRITUS FROM 36"Ø

LIGHT POLE PILE.

2. PAINT AND PRIME ALL EXPOSED AREAS OF 36"Ø LIGHT POLE PILE FROM ELEV. -8.0' TO +5.5' WITH

ALOCIT AND +5.5' TO +12.0' WITH CTE.

SCOPE AND SEQUENCE OF WORK OVER BENT 1 PIPE PILE THROUGH BENT 19 PIPE PILE:

1. CUT AND REMOVE EXISTING TYPE I PIPE BOLLARDS FROM THE TOP OF BENT PILINGS (TYPE A, B, C).

2. USE WIRE BRUSH AND GRINDING WHEEL TO REMOVE EXISTING RUST AND DETRITUS FROM POINTS OF

ATTACHMENT AT BENT PILES.

3. WELD NEW TYPE I PIPE BOLLARD (GALV.) AT SAME LOCATION AS EXISTING BOLLARD ONTO EXISTING TOP

W36 FLANGE . NEW WELDS SHALL BE BETWEEN "CLEAN" STEEL.

STRUCTURAL NOTES:





MODIFICATIONS.







SCOPE AND SEQUENCE OF WORK OVER BENT 1 PIPE PILE THROUGH BENT 19 PIPE PILE (16) LOCATIONS:

1. EXISTING TYPE II PIPE BOLLARDS WILL BE REMOVED AND DISPOSED IN THE REMOVAL OF EXISTING W14X74

WALERS (SEE SHT. S-3.2 FOR DETAILS).

2. WITH NEW W14X74 WALERS IN PLACE, CUT OUT 8"Ø HOLE AT EXISTING TYPE II PIPE BOLLARD LOCATION

FROM BOTTOM W14X74 WALER. FEED 8"Ø SCH. 80 PIPE - 5'-0" L. THROUGH THE HOLE AT BOTTOM OF WALER.

3. CUT OUT 8"Ø HOLE AT EXISTING TYPE II PIPE BOLLARD LOCATION FROM W14X74 MIDDLE WALER IN-LINE

WITH THE 8"Ø SCH. 80 PIPE - 5'-0" L.

4. ATTACH 8"Ø SCH. 80 PIPE - 5'-0" L. PIPE TO BOTTOM AND MIDDLE W14X74 WALER WITH 3/8 TYP. WELD.

5. INSTALL 8"Ø X 0.5" PIPE CAP TO BOTTOM OF PIPE. 1/4 TYP. WELD.

6. INSTALL 4" SCH. 80 PIPE THROUGH 8" PIPE FOR 2'-0" L. CROSS ROD. ATTACH WITH 3/8 TYP. WELD ON BOTH

SIDES.

7. INSTALL PIPE CAPS ON ENDS OF 4"Ø CROSS ROD.

8. FILL 8"Ø SCH. 80 PIPE - 5/-0" L. WITH 3000 PSI CONCRETE.

9. INSTALL PIPE CAP ON TOP OF 8"Ø SCH. 80 PIPE.

10. REPEAT SEQUENCE OF WORK FOR REMAINING (15) TYPE II PIPE BOLLARDS.

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

Ph. No. (251) 344-7073

AutoCAD SHX Text

& Associates, Inc.

AutoCAD SHX Text

CLARK, GEER, LATHAM

AutoCAD SHX Text


AutoCAD SHX Text

FAX No. (251) 343-9179

REF. DETAIL 2

THIS SHT.

3/4" CHAIN

GALV. ( TYP. )

SHACKLES

( TYP. )

24"Ø O.D. ( 12"Ø I.D.) x 8' & 13.5' LG.


REF. DETAIL 3

THIS SHT.

TYPICAL WALKWAY

SHACKLES

( TYP. )

N

SCALE: 1/4"=1'-0"

SHEET PILE ( AS 500 12.0 )

REF. DETAIL

ROPE GUARD

100 TON RELEASE HOOK

DOUBLE HOOK ( TYP. )

BASELINE # 4 CELL & PEDESTRIAN

86°±

2

4

' Ø

C

E

L

L

4

7

°

±

T

Y

P

.

WALKWAY

NEENAH R- 1519

24"Ø MANHOLE

CENTER 14'-9 1/2"

CONC. ELEV. @

CONC. ELEV. @

EDGE 14'-8"

( TYP. )

( TYP. )

W 14x74 WALERS

( TYP. )

ACCESS LADDER

4

5

°

1

S-3.5S-3.5

PLAN @ BREASTING CELL No.1 (24'Ø)

NOTE 3,5,6

NOTE 4,7

NOTE 8

SCALE: 1/4"=1'-0"

CELL

3'-0"

3'-0"

3'-0"

2'-8"

3'-0"

REF. DETAIL 2

THIS SHT.

SHACKLES

( TYP. )

3/4" CHAIN

( TYP. )

NOTE 1,9

NOTE 1,9

NOTE 1,9

NOTE 1,9

REF. DETAIL 1

THIS SHT.

2'-0"

(TO BE INSTALL BEFORE

w/ ( 2 ) - 7/8"Ø GALV. H.S.B.

L 8 x 6 x 3/8" x 1'-3" LG. , GALV. ( LLV )

( 2 ) - 3/4"Ø GALV., H.S.B.

FILLING CELL w/ CONC. )

PROFILE @ BREASTING CELL No.1 (24'Ø)

NOTE 2

NOTE 4,7

NOTE 8

MISSING HORIZONTAL FENDERS

REF. DETAIL 1

THIS SHT.


(5) ROWS 24"Ø O.D. ( 12"Ø I.D.) x 8' & 15' LG.

HORIZONTAL CYLINDER FENDERS ( STAGGERED )

CELL

2

4

'

Ø

C

E

L

L

3/4" GALV. CHAIN

( TYP. )

SHACKLES

( TYP. )

ACCESS LADDER

SCALE: 1/4"=1'-0"

PLAN @ BREASTING CELL No.5 (24'Ø) ( SIM. )

N

PLAN @ BREASTING CELL No.4 (24'Ø) ( AS SHOWN )

NEENAH R- 1519

24"Ø MANHOLE

REF. SHT. S-3.5 FOR DETAIL.

ROPE GUARD AS SHOWN FOR CELL # 2

ROPE GUARD OPP. HAND FOR CELL # 3

N

SCALE: 1/4"=1'-0"

NOTE 3,5,6

NOTE 4,7

NOTE 8

CELL

(5) ROWS 24"Ø O.D.

( 12"Ø I.D.) x 8' &

15' LG. HORIZONTAL

CYLINDER FENDERS

SHACKLES

( TYP. )

SHORELINE

ACCESS LADDER

PROFILE @ BREASTING CELL No.4 (24'Ø) ( AS SHOWN )

SCALE: 1/4"=1'-0"

3/4" CHAIN

GALV. ( TYP. )

PROFILE @ BREASTING CELL No.5 (24'Ø) ( SIM )

SCALE: 1/4"=1'-0"

NOTE 2

NOTE 4,7

NOTE 1,9

NOTE 1,9

NOTE 8



( TYP. )

( TYP. )

3 3/4"

2 1/4" R.

1 3/4"Ø HOLE

( TYP. )

2 1

/2

"1"

11"1 1/2" 1 1/2"

14"

SHEET PILE

( CELL WALL )

TYP.

TYP.

5/16

SCALE: 3"=1'-0"

DETAIL 2

S-3.4S-3.4

EXIST. SHEET PILE ( AS 500 12.0 )

FIELD NOTCH OUT

W 14x74 WALER @

SHEET PILE JOINT

W 14x74 WALERS

( TYP. )

TYP.

5/16

S-3.4 S-3.4

3DETAIL

SCALE: 3"=1'-0"

PLAN

SCALE: 3"=1'-0"

DETAIL 1

S-3.4S-3.4

ELEVATION

5/16

TYP.

TYP.

SHEET PILE

( CELL WALL )

11"

1 1/2"1 1/2" 8"

1"

1"

2 1/2"

1 3/4"Ø HOLE

2 1/4" R.

3 3/4"

3 3/4"

1 3/4"Ø HOLE

1 1/2"8"1 1/2"

2 1

/2

"1"

2 1

/2

"

6"

11"

3 3/4"

PLAN

11"

1 3/4"Ø HOLE

1 1/2" 1 1/2"

2 1/2"

2 1/2"

1"

6"

14"

ELEVATION

3 3/4"

( TYP. )

TYP.

DESCRIPTION

DRN

REV. DATE

DOCUMENT CONTROL

CHK

PROJ. NO. DWG. NO.

DRAWN



THEODORE, ALABAMA

2018 REHABILITATION

1825

05/14/2018

JEH

TBC

1

08/09/18

CMV

TBC

RELEASED FOR BID GCL 24' BREASTING CELLS: SECTIONS AND DETAILS

S-3.4

STRUCTURAL NOTES:





MODIFICATIONS.







SCOPE AND SEQUENCE OF WORK OVER (3) 24'Ø BREASTING CELLS":

1. REMOVE EXISTING HORIZONTAL CYLINDER FENDERS, GALVANIZED SHACKLES AND

GALVANIZED CHAINS. KEEP FENDERS FOR REUSE. DISCARD GALVANIZED SHACKLE AND

CHAINS.

2. CHECK EXISTING PAD EYES (SEE THIS SHT. S-3.4) FOR WEAR AND REPLACE AS NEEDED.

3. REMOVE AND DISCARD EXISTING ROPE GUARD ON TOP OF EACH 24'Ø BREASTING CELL.

4. USE WIRE BRUSH AND GRINDING WHEEL TO REMOVE EXISTING RUST AND DETRITUS FROM

EXPOSED AREAS OF BREASTING CELLS.

5. WELD NEW 4" x 5/8" F.B. TO EXISTING LOCATION FOR ROPE GUARD BASE. (REFER TO DETAIL

1 AND SECTION A ON SHT. S-3.5).

6. WELD NEW 3"Ø SCH.160 PIPE TO 4" x 5/8" F.B. BASE PLATES.

7. PAINT AND PRIME ALL EXPOSED AREAS OF STRUCTURE FROM ELEV. -5.5' TO +5.5' WITH ALOCIT

AND +5.5' TO TOP OF BREASTING CELL WITH CTE.

8. INSTALL NEW SHACKLES AND 3/4" GALVANIZED CHAIN TO PAD EYES.

9. REINSTALL EXISTING HORIZONTAL CYLINDER FENDERS IN EXISTING LOCATION. INSTALL NEW

HORIZONTAL CYLINDER FENDERS IF NONE ARE PRESENT AT LOCATION SHOWN IN DETAILS.

REFER TO "PROFILE @ BREASTING CELL No.1 (24'Ø)" ON THIS SHT. FOR REFERENCE TO No.1

BREASTING CELL FENDER INSTALLATION. REFER TO "PROFILE @ BREASTING CELL No.4 & No.5

(24'Ø) ON THIS SHT. FOR REFERENCE TO No.4 & No.5 BREASTING CELL FENDER INSTALLATION.

10. CONTRACTOR SHALL COORDINATE VESSEL SCHEDULES WITH INEOS PERSONNEL DAILY TO

DETERMINE WHEN DOCK IS IN SERVICE THROUGHOUT LIFE OF PROJECT. ANY TIME VESSELS

ARE EXPECTED AT BERTH, BREASTING CELLS MUST BE PROTECTED. CONTRACTOR SHALL BE

RESPONSIBLE FOR INSTALLING TEMPORARY FENDERS TO BREASTING CELLS DURING HOURS

OF DOCK OPERATION.

MISSING FENDERS TO BE PROVIDED AND INSTALLED.


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

Ph. No. (251) 344-7073

AutoCAD SHX Text

& Associates, Inc.

AutoCAD SHX Text

CLARK, GEER, LATHAM

AutoCAD SHX Text


AutoCAD SHX Text

FAX No. (251) 343-9179

N

SCALE: 1/4"=1'-0"

24"Ø O.D. ( 12"Ø I.D.) x 18'-0" LG.


24"Ø O.D. ( 12"Ø I.D.) x 16'-0" LG.

VERTICAL CYLINDER FENDERS

24"Ø O.D. ( 12"Ø I.D.) x 18'-0" LG.


RELEASE HOOK

SHACKLES

( TYP. )

REF. DETAIL 3

SHT. S-3.4

PIER

TYPICAL PIER

LIGHT POST

2

8

1

/2

° ±

( T

Y

P

. )

2

8

1

/2

° ±

CELL

4

0

'

Ø

C

E

L

L2

8

1

/2

° ±

SHACKLES

( TYP. )

REF. DETAIL 3

SHT. S-3.4

REF. DETAIL 1

SHT. S-3.4

W 14x74 WALERS

( TYP. )

3/4" CHAIN

GALV. ( TYP. )

3/4" CHAIN

GALV. ( TYP. )

REF. DETAIL 1

SHT. S-3.4

W 14x74 WALERS

( TYP. )

PIER


24"Ø MANHOLE

PIPE SUPPORT

10

'-0

"

CONC. ELEV. @

EDGE 14'-8"

CONC. ELEV. @

CENTER 14'-10"

W 14x74 WALERS

( TYP. )

( TYP. )

ACCESS LADDER

REF. DETAIL

ROPE GUARD

S-3.5

1

S-3.5

FIRE MONITOR

A

S-3.5 S-3.5

PLAN @ SOUTH BREASTING CELL No.3 (40'Ø)

NOTE 4,7

NOTE 1,9

NOTE 3,5,6

NOTE 8

NOTE 2


PLAN @ NORTH BREASTING CELL No.2 (40'Ø)

24"Ø O.D. ( 12"Ø I.D.) x 18'-0" LG.


N

REF. DETAIL

SHT. S-3.4

SCALE: 1/4"=1'-0"

CELL & PEDESTRIAN WALKWAY

2

8

1

/2

° ±

4

0

'

Ø

C

E

L

L

REF. DETAIL 3

SHT. S-3.4

SHACKLES

( TYP. )

CELL

LIGHT POST

RELEASE HOOK

3/4" CHAIN

( TYP. )

REF. DETAIL 1

SHT. S-3.4

24"Ø O.D. ( 12"Ø I.D.) x 16'-0" LG.


24"Ø O.D. ( 12"Ø I.D.) x 18'-0" LG.


REF. DETAIL 3

SHT. S-3.4

SHACKLES

( TYP. )

( T

Y

P

. )

SHIP DOCKING DISPLAY BOARD

w/ SERVICE PLATFORM

2

8

1

/2

° ±

W 14x74 WALERS

( TYP. )

W 14x74 WALERS

( TYP. )

W 14x74 WALERS

( TYP. )

17

'-0

"

CENTER 14'-10"

CONC. ELEV. @

EDGE 14'-8"

CONC. ELEV. @

( TYP. )

24"Ø MANHOLE

ACCESS LADDER

3/4" CHAIN

GALV. ( TYP. )

( TYP. )

REF. DETAIL

ROPE GUARD

A

S-3.5 S-3.5

& ACCESS LADDER

MOUNTED PER MFG. SPECIFICATIONS

SHIP SENSING ELEMENT & GUARDS

S-3.5 S-3.5

1

NOTE 4,7

NOTE 1,9

NOTE 3,5,6

NOTE 8

NOTE 2

SECTION

SCALE: 1 1/2"=1'-0"

A

S-3.5 S-3.5

SHEET PILE

3"Ø SCH..160 PIPE

4"x 5/8" THK. F.B.

ROLLED TO MATCH OUTSIDE

RADIUS OF SHEET PILE WALL

FIELD VERIFY

SHEET PILE KNUCKLE

3"x 3"x "t" F.B.

3/8

TYP.

2

TYP.

33/8

TYP.

5/16

TYP.

3/8

TYP. WELDED TO

KNUCKLE OF SHEET PILE

( AS 500 12.0 )

RADIUS OF SHEET PILE WALL

ROLLED TO MATCH OUTSIDE

FIELD VERIFY

4"x 5/8" THK. F.B.

3"x 3"x "t" F.B.

SCALE: 1 1/2"=1'-0"

DETAIL 1

S-3.5S-3.5

ROPE GUARD SCHEDULE

40'Ø CELLS

24Ø CELL #1

24Ø CELL #2

24Ø CELL #3

ITEM LENGTH

22'-0" LG.

14'-0" LG.

14'-0" LG.

14'-0" LG.

1

1

2

2

QTY.

AS SHOWN

OPP. HAND

AS SHOWN

AS SHOWN

TOP & BOTT.

DESCRIPTION

DRN

REV. DATE

DOCUMENT CONTROL

CHK

PROJ. NO. DWG. NO.

DRAWN



THEODORE, ALABAMA

2018 REHABILITATION

1825

05/14/2018

JEH

TBC

1

08/09/18

CMV

TBC

RELEASED FOR BID GCL 40' BREASTING CELLS: SECTIONS AND DETAILS

S-3.5

STRUCTURAL NOTES:





MODIFICATIONS.







SCOPE AND SEQUENCE OF WORK OVER (2) 40'Ø BREASTING CELLS"

1. REMOVE EXISTING HORIZONTAL CYLINDER FENDERS, VERTICAL CYLINDER

FENDERS, GALVANIZED SHACKLES AND GALVANIZED CHAINS. KEEP FENDERS FOR REUSE.

DISCARD GALVANIZED SHACKLE AND CHAINS.

2. CHECK EXISTING PAD EYES (SEE SHT. S-3.4) FOR WEAR AND REPLACE AS NEEDED.

3. REMOVE AND DISCARD EXISTING ROPE GUARD ON TOP OF EACH 40'Ø BREASTING CELL.

4. USE WIRE BRUSH AND GRINDING WHEEL TO REMOVE EXISTING RUST AND DETRITUS FROM

EXPOSED AREAS OF BREASTING CELLS.

5. WELD NEW 4" x 5/8" F.B. TO EXISTING LOCATION FOR ROPE GUARD BASE. (REFER TO DETAIL

1 AND SECTION A ON THIS SHT. S-3.5).

6. WELD NEW 3"Ø SCH.160 PIPE TO 4" x 5/8" F.B. BASE PLATES.

7. PAINT AND PRIME ALL EXPOSED AREAS OF STRUCTURE FROM ELEV. -5.5' TO +5.5' WITH

ALOCIT AND +5.5' TO TOP OF BREASTING CELL WITH CTE.

8. INSTALL NEW SHACKLES AND 3/4" GALVANIZED CHAIN TO PAD EYES.

9. REINSTALL EXISTING VERTICAL AND HORIZONTAL CYLINDER FENDERS IN EXISTING LOCATION.

INSTALL NEW VERTICAL AND HORIZONTAL CYLINDER FENDERS IF NONE ARE PRESENT AT

LOCATION AS SHOWN IN DETAILS. REFER TO "PROFILE @ NORTH BREASTING CELL No.2 (40'Ø)"

ON SHT S-3.6 FOR REFERENCE TO No.2 BREASTING CELL FENDER INSTALLATION. REFER TO

"PROFILE @ NORTH BREASTING CELL No.3 (40'Ø) ON SHT. S-3.6 FOR REFERENCE TO No.3

BREASTING CELL FENDER INSTALLATION.

10. CONTRACTOR SHALL COORDINATE VESSEL SCHEDULES WITH INEOS PERSONNEL DAILY TO

DETERMINE WHEN DOCK IS IN SERVICE THROUGHOUT LIFE OF PROJECT. ANY TIME VESSELS

ARE EXPECTED AT BERTH, BREASTING CELLS MUST BE PROTECTED. CONTRACTOR SHALL BE

RESPONSIBLE FOR INSTALLING TEMPORARY FENDERS TO BREASTING CELLS DURING HOURS

OF DOCK OPERATION.

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

Ph. No. (251) 344-7073

AutoCAD SHX Text

& Associates, Inc.

AutoCAD SHX Text

CLARK, GEER, LATHAM

AutoCAD SHX Text


AutoCAD SHX Text

FAX No. (251) 343-9179

CELL

SCALE: 1/4"=1'-0"

PROFILE @ CELL (40'Ø) ( SHIP SIDE ONLY )

SHACKLES

( TYP. )

3/4" CHAIN

GALV. ( TYP. )

24"Ø O.D. ( 12"Ø I.D.) x 18' LG.


REF. DETAIL 1

SHT. S-3.4

24"Ø O.D. ( 12"Ø I.D.) x 16'-0" LG.


ROPE GUARD

REF. DETAIL A

S-3.5 S-3.5


2'-8"

3'-0"

3'-0"

3'-0"

3'-0"

24"Ø O.D. ( 12"Ø I.D.) x 18'-0" LG.


REF. DETAIL 1

SHT. S-3.4

PROFILE @ CELL (40'Ø) ( BARGE SIDE ONLY )

SCALE: 1/4"=1'-0"

3/4" CHAIN

GALV. ( TYP. )

SHACKLES

( TYP. )

CELL

TYP. ( NORTH & SOUTH ) 40'Ø CELLS

A

S-3.5 S-3.5

REF. DETAIL

ROPE GUARD


( AS SHOWN )ELEV. @ CELL (40'Ø)

( SIMILAR )ELEV. @ CELL (24Ø)

SCALE: 1/4"=1'-0"

FOR WALER CONNECTION

TO CELL REF. DETAIL 3

SHT. S-3.4


3'-0"

3'-0"

3'-0"

3'-0"

2'-8"

SHACKLES

( TYP. )

24"Ø O.D. ( 12"Ø I.D.) x 18'-0" LG.


24"Ø O.D. ( 12"Ø I.D.) x 16'-0" LG.


REF. DETAIL 1

SHT. S-3.4

CONC. PIER w/ SIDE RAILS

A

S-3.5 S-3.5


ELEVATION @ CENTRAL LOADING PLATFORM: EAST SIDE (AS SHOWN)

SCALE: 1/4"=1'-0"

1"Ø GALV. CARRIAGE BOLT

COUNTERSUNK ( TYP. )

8"Ø PIPE w/ 1/2" THK. WALL

SIDE OF PILE ( TYP. )

W 14x74 (WALER)

( TYP. )

EL. + 11.5'

EL. + 14'-8"'

EL. + 13.0'

EXIST. PERSONNEL LADDER

SYMM. ABOUT OF PLATFORM

EXIST. 30" US MARINE CLEAT (C.S.)

( TYP. 8- PLACES )

HP14x 89 PILING ( TYP.)

( U.N.O. )

T.O.S. & RUBBER

EL. + 13.0'

(TYP.)

( 12" x 10") ROUGH

P.T. , TIMBERS

w/ HANDRAILS

EXIST. PEDESTRIAN WALKWAY

EL. - 1.0'

0.00 MLW

1'-6" LONG WOOD FILLER

AND @ ENDS ( TYP. )

ADJACENT TO LADDER

DAMAGED OR MISSING WOOD TIMBER/FILLERS

NOTE 2

NOTE 2

NOTE 1,3

NOTE 1,3

NOTE 1,3

NOTE 1,3

NOTE 1,3

NOTE 1,3

REMOVE ALL TIMBERS

EL. + 3.33'

BELOW THIS POINT

NOTE 4

ELEVATION @ CENTRAL LOADING PLATFORM: WEST SIDE (SIM.)

DESCRIPTION

DRN

REV. DATE

DOCUMENT CONTROL

CHK

PROJ. NO. DWG. NO.

DRAWN



THEODORE, ALABAMA

2018 REHABILITATION

1825

05/14/2018

JEH

TBC

1

08/09/18

CMV

TBC

RELEASED FOR BID GCL 40' BREASTING CELLS/WOOD TIMBER: SECTIONS & DETAILS

S-3.6

SCOPE AND SEQUENCE OF WORK OVER CENTRAL LOADING PLATFORM ( WOODEN TIMBERS):

1. REMOVE EXISTING 12"x10" ROUGH TIMBERS AND 18" WOOD FILLERS THAT ARE DAMAGED ON EAST AND

WEST SIDE OF CENTRAL LOADING PLATFORM.

2. REMOVE EXISTING 1"Ø GALVANIZED CARRIAGE BOLTS THAT ARE RUSTED OR DAMAGED ON EAST AND

WEST SIDE OF CENTRAL LOADING PLATFORM.

3. INSTALL NEW 12"x10" TIMBERS AND 18" WOOD FILLERS AT SAME LOCATION AND ELEVATION WHERE

DAMAGED AND/OR MISSING TIMBERS WERE LOCATED PREVIOUSLY WITH NEW 1"Ø GALVANIZED CARRIAGE

BOLTS.

4. ALL TIMBERS, FILLERS AND CARRIAGE BOLTS WILL BE REPLACED FROM ELEVATION -1.0' TO +3.33'

ELEVATION . SEE DETAIL "ELEVATION @ CENTRAL LOADING PLATFORM: EAST SIDE" ON THIS SHT. (S-3.6)

FOR REFERENCE.

STRUCTURAL NOTES:





MODIFICATIONS.





6. EXPOSED STEELSURFACES SHALL BE PAINTED WITH ALOCIT 28.15 OR COAL TAR EPOXY (CTE).





NOTE:

REMOVE ALL TIMBERS, FILLERS AND CARRIAGE BOLTS FROM ELEVATION -1.0' TO +3.33' FOR WEST SIDE OF

CENTRAL LOADING PLATFORM, ALONG WITH NOTICEABLY DAMAGED TIMBERS AND FILLERS.

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

Ph. No. (251) 344-7073

AutoCAD SHX Text

& Associates, Inc.

AutoCAD SHX Text

CLARK, GEER, LATHAM

AutoCAD SHX Text


AutoCAD SHX Text

FAX No. (251) 343-9179

pipe bollard type i see sht. s-3.3 for detail · detail - pipe bollard type i. alabama state port...

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