DECK SOFFIT - sfport.com

DECK SOFFIT

DESCRIPTIVE LOCATION

PILEBENT

LOCATION

STRUCTURAL

ELEMENT

TYPE OF DEFICIENCY

UNIT

PIER 29 REPAIR SCHEDULE

BEAM/PILE CAP SOFFIT

ESTIMATED

QUANTITY

SEE NOTE 3 ON S8

RECOMMENDED

REPAIRS

(SEE NOTE 4 ON S8)

NOTES:

PORT

SAN FRANCISCO

OF

PORT OF SAN FRANCISCODEPARTMENT OF ENGINEERING

SAN FRANCISCO PORT COMMISSION

O:\A

075000\A

077120\C

AD

\P

IE

R 29\9_28_17 100%

D

ES

IG

N F

RO

M O

LM

M\D

WG

\13338-S

13.D

WG

01/12/18 | 11:09 A

M | N

OF

1

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WEST SIDE OF MID BEAM

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CRACK (1/2" OR LESS)

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LF

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OPEN SPALL

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OPEN SPALL

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OPEN SPALL EXPOSED REBAR

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CORROSION CRACK, ALONG BENT LINE

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EXPOSED REBAR DUE TO INADEQUATE COVER

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SP-2B OR SP-2C

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SP-2B OR SP-2C

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SP-2B OR SP-2C

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SP-4B OR SP-4C

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SP-4B OR SP-4C

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SP-4B OR SP-4C

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SP-4B OR SP-4C

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SP-4B OR SP-4C

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SP-4B OR SP-4C

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SP-4B OR SP-4C

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SP-4B OR SP-4C

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SP-4B OR SP-4C

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SP-4B OR SP-4C

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SP-4B OR SP-4C

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SP-4B OR SP-4C

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SP-4B OR SP-4C

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SP-4B OR SP-4C

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SP-4B OR SP-4C

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SP-4B OR SP-4C

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SP-4B OR SP-4C

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SP-4B OR SP-4C

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SP-4B OR SP-4C

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SP-4B OR SP-4C

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SP-4B OR SP-4C

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SP-4B OR SP-4C

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SP-4B OR SP-4C

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SP-4B OR SP-4C

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SP-4B OR SP-4C

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SP-4B OR SP-4C

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SP-4B OR SP-4C

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SP-4B OR SP-4C

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SP-4B OR SP-4C

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SP-4B OR SP-4C

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SP-4B OR SP-4C

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SP-4B OR SP-4C

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FOR SPALLS WITH EXPOSED REBAR, CONTRACTOR SHALL ASSUME THAT FOR SOME OF THE EXPOSED REBAR, THE AREA OF THE REBAR WILL HAVE A SECTION LOSS GREATER THAN 25% AND WOULD REQUIRE REBAR REPLACEMENT - SEE a. AND b. BELOW. ESTIMATED QUANTITY IN THE REPAIR SCHEDULE DOES NOT INCLUDE ADDITIONAL DEMOLITION, CONCRETE REPAIR AND ADDITIONAL REPLACEMENT OF CONCRETE THAT WILL BE NEEDED FOR NEW REBAR REPLACEMENT. CONTRACTOR SHALL ACCOUNT FOR THIS ASSUMED ADDITIONAL WORK IN HIS BID. a. FOR SOFFIT DECK-ASSUME 1-#4 BAR PER 2 SF OF FOR SOFFIT DECK-ASSUME 1-#4 BAR PER 2 SF OF SPALL AREA NEEDS TO BE ADDED IN NORTH-SOUTH DIRECTION, AND 1 -#4 BAR PER 2 SF OF SPALL AREA NEEDS TO BE ADDED IN EAST-WEST DIRECTION. REFER TO DETAIL F/S25. b. FOR BEAMS AND GIRDERS-ASSUME 1-#7 LONGITUDINAL FOR BEAMS AND GIRDERS-ASSUME 1-#7 LONGITUDINAL BOTTOM BAR NEEDS TO BE ADDED TO EACH DAMAGED BEAM AND TO EACH DAMAGED GIRDER. NEW STIRRUPS ARE REQUIRED PER DETAIL 6/S26.

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REFER TO SHEETS S19-S23 FOR REPAIR PROCEDURES.

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CHECK WITH TRACING TO SEE IF YOU HAVE LATEST REVISION

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NO.

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TABLE OF REVISIONS

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DESCRIPTION

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DESCRIPTION

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DESCRIPTION

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DESCRIPTION

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DESCRIPTION

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& FILE NO. OF SURVEYS

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APP.

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APP.

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APP.

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BY

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REFERENCE INFORMATION

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PIER 29

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SUBSTRUCTURE REPAIR

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CHIEF HARBOR ENGINEER

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DATE:

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CHECKED:

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DRAWN:

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DESIGNED:

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DESIGNED:

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DESIGNED:

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APPROVED BY

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APPROVED BY

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REV. NO.

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SCALE:

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2790

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SHEET OF SHEETS

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DRAWING NO.

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CONTRACT NO.

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CONTRACT NO.

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MARINE STRUCTURAL PROJECTS IV

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0

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11-18-17

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100%%% DESIGN SUBMITTAL

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19137-29-S

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P29-S13

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16 OF 38

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(SHEET 6 OF 11)

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0

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NO SCALE

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11/15/17

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JR

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JR

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01-12-18

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ADDENDUM #1


PILEBENT

LOCATION

TYPE OF DEFICIENCY

UNIT



ESTIMATED

QUANTITY

SEE NOTE 3 ON S8

RECOMMENDED

REPAIRS

(SEE NOTE 4 ON S8)

NOTES:

PORT

SAN FRANCISCO

OF



O:\A

075000\A

077120\C

AD

\P

IE

R 29\9_28_17 100%

D

ES

IG

N F

RO

M O

LM

M\D

WG

\13338-S

15.D

WG

01/12/18 | 11:10 A

M | N

OF

1

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PILE CAP

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1. FOR SPALLS WITH EXPOSED REBAR, CONTRACTOR SHALL FOR SPALLS WITH EXPOSED REBAR, CONTRACTOR SHALL ASSUME THAT FOR SOME OF THE EXPOSED REBAR, THE AREA OF THE REBAR WILL HAVE A SECTION LOSS GREATER THAN 25% AND WOULD REQUIRE REBAR REPLACEMENT - SEE a. AND b. BELOW. ESTIMATED QUANTITY IN THE REPAIR SCHEDULE DOES NOT INCLUDE ADDITIONAL DEMOLITION, CONCRETE REPAIR AND ADDITIONAL REPLACEMENT OF CONCRETE THAT WILL BE NEEDED FOR NEW REBAR REPLACEMENT. CONTRACTOR SHALL ACCOUNT FOR THIS ASSUMED ADDITIONAL WORK IN HIS BID. a. FOR SOFFIT DECK-ASSUME 1-#4 BAR PER 2 SF OF FOR SOFFIT DECK-ASSUME 1-#4 BAR PER 2 SF OF SPALL AREA NEEDS TO BE ADDED IN NORTH-SOUTH DIRECTION, AND 1 -#4 BAR PER 2 SF OF SPALL AREA NEEDS TO BE ADDED IN EAST-WEST DIRECTION. REFER TO DETAIL F/S25. b. FOR BEAMS AND GIRDERS-ASSUME 1-#7 LONGITUDINAL FOR BEAMS AND GIRDERS-ASSUME 1-#7 LONGITUDINAL BOTTOM BAR NEEDS TO BE ADDED TO EACH DAMAGED BEAM AND TO EACH DAMAGED GIRDER. NEW STIRRUPS ARE REQUIRED PER DETAIL 6/S26. 2. REFER TO SHEETS S19-S23 FOR REPAIR PROCEDURES. REFER TO SHEETS S19-S23 FOR REPAIR PROCEDURES. 3. FOR BEAM/PILE CAP SOFFIT CLOSED SPALL DESIGNATION FOR BEAM/PILE CAP SOFFIT CLOSED SPALL DESIGNATION ASSUME THAT ONCE SPALL IS DEMOLISHED SOME OF THE EXISTING REBAR WILL NEED REPLACEMENT, SEE NOTE 1.

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NO.

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TABLE OF REVISIONS

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APP.

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PIER 29

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SUBSTRUCTURE REPAIR

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11-18-17

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19139-29-S

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P29-S15

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18 OF 38

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ADDENDUM #1


PILEBENT

LOCATION

TYPE OF DEFICIENCY

UNIT



BEAM/PILE CAP SIDE

ESTIMATED

QUANTITY

SEE NOTE 3 ON S8

RECOMMENDED

REPAIRS

(SEE NOTE 4 ON S8)

NOTES:

PORT

SAN FRANCISCO

OF



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075000\A

077120\C

AD

\P

IE

R 29\9_28_17 100%

D

ES

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N F

RO

M O

LM

M\D

WG

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16.D

WG

01/12/18 | 11:10 A

M | N

OF

1

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SF

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4

AutoCAD SHX Text


AutoCAD SHX Text

MID-BEAM

AutoCAD SHX Text

A-B

AutoCAD SHX Text

54

AutoCAD SHX Text

SF

AutoCAD SHX Text

5

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

J-K

AutoCAD SHX Text

53-54

AutoCAD SHX Text

SF

AutoCAD SHX Text

12

AutoCAD SHX Text


AutoCAD SHX Text

DIAGONAL BEAM

AutoCAD SHX Text

D-E

AutoCAD SHX Text

53-54

AutoCAD SHX Text

SF

AutoCAD SHX Text

10

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

D

AutoCAD SHX Text

54

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SF

AutoCAD SHX Text

10

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

D

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53

AutoCAD SHX Text

SF

AutoCAD SHX Text

3

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DIAGONAL BEAM

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B

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53

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SF

AutoCAD SHX Text

2

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DIAGONAL BEAM

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C

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52-53

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SF

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6

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AutoCAD SHX Text

MID-BEAM

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C

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52-53

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SF

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7

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AutoCAD SHX Text


AutoCAD SHX Text

V-W

AutoCAD SHX Text

51

AutoCAD SHX Text

SF

AutoCAD SHX Text

6

AutoCAD SHX Text


AutoCAD SHX Text

ALONG PILE LINE

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V

AutoCAD SHX Text

50-51

AutoCAD SHX Text

SF

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0.5

AutoCAD SHX Text


AutoCAD SHX Text

MID-BEAM BETWEEN PILES O&P

AutoCAD SHX Text

O

AutoCAD SHX Text

50

AutoCAD SHX Text

SF

AutoCAD SHX Text

5

AutoCAD SHX Text


AutoCAD SHX Text

ALONG PILE LINE

AutoCAD SHX Text

D

AutoCAD SHX Text

49-50

AutoCAD SHX Text

SF

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0.5

AutoCAD SHX Text


AutoCAD SHX Text

NE CORNER OF PILE CAP

AutoCAD SHX Text

N

AutoCAD SHX Text

49

AutoCAD SHX Text

SF

AutoCAD SHX Text

1

AutoCAD SHX Text


AutoCAD SHX Text

SW CORNER OF PILE CAP

AutoCAD SHX Text

C

AutoCAD SHX Text

49

AutoCAD SHX Text

SF

AutoCAD SHX Text

1

AutoCAD SHX Text


AutoCAD SHX Text

NW CORNER OF PILE CAP

AutoCAD SHX Text

C

AutoCAD SHX Text

49

AutoCAD SHX Text

SP-4B OR SP-4C

AutoCAD SHX Text

SF

AutoCAD SHX Text

2

AutoCAD SHX Text


AutoCAD SHX Text

ALONG BENT LINE

AutoCAD SHX Text

B

AutoCAD SHX Text

49

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SP-4A

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SF

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2

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OPEN SPALL

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DIAGONAL BEAM

AutoCAD SHX Text

Z

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54

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SP-4A

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SF

AutoCAD SHX Text

4

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OPEN SPALL

AutoCAD SHX Text

DIAGONAL BEAM

AutoCAD SHX Text

C

AutoCAD SHX Text

53

AutoCAD SHX Text

SP-4A

AutoCAD SHX Text

SF

AutoCAD SHX Text

1

AutoCAD SHX Text

OPEN SPALL

AutoCAD SHX Text

MID-BEAM BETWEEN PILES O&P

AutoCAD SHX Text

O

AutoCAD SHX Text

50

AutoCAD SHX Text

50

AutoCAD SHX Text

50

AutoCAD SHX Text

50

AutoCAD SHX Text

50

AutoCAD SHX Text

50

AutoCAD SHX Text

50

AutoCAD SHX Text

50

AutoCAD SHX Text

50

AutoCAD SHX Text

50

AutoCAD SHX Text

50

AutoCAD SHX Text

50

AutoCAD SHX Text

50

AutoCAD SHX Text

50

AutoCAD SHX Text

50

AutoCAD SHX Text

50

AutoCAD SHX Text

CORROSION CRACK, ALONG PILE LINE

AutoCAD SHX Text

CORROSION CRACK, ALONG PILE LINE

AutoCAD SHX Text

SP-4B OR SP-4C

AutoCAD SHX Text

SP-4B OR SP-4C

AutoCAD SHX Text

SP-4B OR SP-4C

AutoCAD SHX Text

SP-4B OR SP-4C

AutoCAD SHX Text

SP-4B OR SP-4C

AutoCAD SHX Text

SP-4B OR SP-4C

AutoCAD SHX Text

SP-4B OR SP-4C

AutoCAD SHX Text

SP-4B OR SP-4C

AutoCAD SHX Text

SP-4B OR SP-4C

AutoCAD SHX Text

SP-4B OR SP-4C

AutoCAD SHX Text

SP-4B OR SP-4C

AutoCAD SHX Text

SP-4B OR SP-4C

AutoCAD SHX Text

SP-4B OR SP-4C

AutoCAD SHX Text

SP-4B OR SP-4C

AutoCAD SHX Text

SP-4B OR SP-4C

AutoCAD SHX Text

SP-4B OR SP-4C

AutoCAD SHX Text

SP-4B OR SP-4C

AutoCAD SHX Text

SP-4B OR SP-4C

AutoCAD SHX Text

SP-4B OR SP-4C

AutoCAD SHX Text

SP-4B OR SP-4C

AutoCAD SHX Text

SP-4B OR SP-4C

AutoCAD SHX Text

SP-4B OR SP-4C

AutoCAD SHX Text

SP-4B OR SP-4C

AutoCAD SHX Text

SP-4B OR SP-4C

AutoCAD SHX Text

SP-4B OR SP-4C

AutoCAD SHX Text

SP-4B OR SP-4C

AutoCAD SHX Text

SP-4B OR SP-4C

AutoCAD SHX Text

SP-4B OR SP-4C

AutoCAD SHX Text

CR-1, SP-2B

AutoCAD SHX Text

CR-1, SP-2B

AutoCAD SHX Text

CR-1, SP-2B

AutoCAD SHX Text

CR-1, SP-2B

AutoCAD SHX Text

CR-1, SP-2B

AutoCAD SHX Text

CR-1, SP-2B

AutoCAD SHX Text

CR-1, SP-2B

AutoCAD SHX Text

CR-1, SP-2B

AutoCAD SHX Text

CR-1, SP-2B

AutoCAD SHX Text

CR-1, SP-2B

AutoCAD SHX Text

CR-1, SP-2B

AutoCAD SHX Text

CR-1, SP-2B

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AutoCAD SHX Text

NO.

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NO.

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NO.

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NO.

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DATE

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DATE

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DATE

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DATE

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DATE

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DATE

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DATE

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TABLE OF REVISIONS

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DESCRIPTION

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DESCRIPTION

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DESCRIPTION

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DESCRIPTION

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DESCRIPTION

AutoCAD SHX Text

DESCRIPTION

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9

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9

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8

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8

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7

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7

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6

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6

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APP.

AutoCAD SHX Text

APP.

AutoCAD SHX Text

APP.

AutoCAD SHX Text

BY

AutoCAD SHX Text

BY

AutoCAD SHX Text

BY

AutoCAD SHX Text

BY

AutoCAD SHX Text

BY

AutoCAD SHX Text

BY

AutoCAD SHX Text

BY

AutoCAD SHX Text


AutoCAD SHX Text


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AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

5

AutoCAD SHX Text

5

AutoCAD SHX Text

4

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4

AutoCAD SHX Text

3

AutoCAD SHX Text

3

AutoCAD SHX Text

3

AutoCAD SHX Text

3

AutoCAD SHX Text

2

AutoCAD SHX Text

2

AutoCAD SHX Text

1

AutoCAD SHX Text

1

AutoCAD SHX Text

1

AutoCAD SHX Text

1

AutoCAD SHX Text

1

AutoCAD SHX Text

1

AutoCAD SHX Text

1

AutoCAD SHX Text

PIER 29

AutoCAD SHX Text

SUBSTRUCTURE REPAIR

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

DATE:

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DATE:

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DATE:

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DATE:

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CHECKED:

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DRAWN:

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DESIGNED:

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DESIGNED:

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DESIGNED:

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DATE:

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APPROVED BY

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APPROVED BY

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APPROVED BY

AutoCAD SHX Text

REV. NO.

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SCALE:

AutoCAD SHX Text

SCALE:

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SCALE:

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SCALE:

AutoCAD SHX Text

2790

AutoCAD SHX Text

SHEET OF SHEETS

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

CONTRACT NO.

AutoCAD SHX Text

CONTRACT NO.

AutoCAD SHX Text

9

AutoCAD SHX Text

9

AutoCAD SHX Text

8

AutoCAD SHX Text

8

AutoCAD SHX Text

7

AutoCAD SHX Text

7

AutoCAD SHX Text

6

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6

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6

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6

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6

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6

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6

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6

AutoCAD SHX Text

5

AutoCAD SHX Text

5

AutoCAD SHX Text

4

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4

AutoCAD SHX Text

3

AutoCAD SHX Text

3

AutoCAD SHX Text

3

AutoCAD SHX Text

3

AutoCAD SHX Text

2

AutoCAD SHX Text

2

AutoCAD SHX Text

1

AutoCAD SHX Text

1

AutoCAD SHX Text

1

AutoCAD SHX Text


AutoCAD SHX Text

0

AutoCAD SHX Text

11-18-17

AutoCAD SHX Text


AutoCAD SHX Text

19140-29-S

AutoCAD SHX Text

P29-S16

AutoCAD SHX Text

19 OF 38

AutoCAD SHX Text


AutoCAD SHX Text

(SHEET 9 OF 11)

AutoCAD SHX Text

0

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

11/15/17

AutoCAD SHX Text

JR

AutoCAD SHX Text

11/15/17

AutoCAD SHX Text

JR

AutoCAD SHX Text

F

AutoCAD SHX Text

11/15/17

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11/15/17

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11/15/17

AutoCAD SHX Text

1

AutoCAD SHX Text

01-12-18

AutoCAD SHX Text

ADDENDUM #1


PILEBENT

LOCATION

TYPE OF DEFICIENCY

UNIT


BEAM/PILE CAP SIDE

PILES

ESTIMATED

QUANTITY

SEE NOTE 3 ON S8

RECOMMENDED

REPAIRS

(SEE NOTE 4 ON S8)

NOTES:

PORT

SAN FRANCISCO

OF



O:\A

075000\A

077120\C

AD

\P

IE

R 29\9_28_17 100%

D

ES

IG

N F

RO

M O

LM

M\D

WG

\13338-S

17.D

WG

01/12/18 | 11:11 A

M | N

OF

1

AutoCAD SHX Text

SF

AutoCAD SHX Text

6

AutoCAD SHX Text

CLOSED SPALL

AutoCAD SHX Text

DIAGONAL BEAM

AutoCAD SHX Text

Z

AutoCAD SHX Text

55

AutoCAD SHX Text

SF

AutoCAD SHX Text

4

AutoCAD SHX Text

CLOSED SPALL

AutoCAD SHX Text

ALONG PILE LINE

AutoCAD SHX Text

R-S

AutoCAD SHX Text

54

AutoCAD SHX Text

SF

AutoCAD SHX Text

2

AutoCAD SHX Text

CLOSED SPALL

AutoCAD SHX Text

NW CORNER OF PILE CAP

AutoCAD SHX Text

D

AutoCAD SHX Text

53

AutoCAD SHX Text

SF

AutoCAD SHX Text

4

AutoCAD SHX Text

CLOSED SPALL

AutoCAD SHX Text

DIAGONAL BEAM

AutoCAD SHX Text

W

AutoCAD SHX Text

51

AutoCAD SHX Text

SF

AutoCAD SHX Text

10

AutoCAD SHX Text

CLOSED SPALL

AutoCAD SHX Text

ALONG PILE LINE

AutoCAD SHX Text

V-W

AutoCAD SHX Text

50-51

AutoCAD SHX Text

SF

AutoCAD SHX Text

2

AutoCAD SHX Text

CLOSED SPALL

AutoCAD SHX Text

W

AutoCAD SHX Text

49

AutoCAD SHX Text

SF

AutoCAD SHX Text

2

AutoCAD SHX Text

CLOSED SPALL

AutoCAD SHX Text

C

AutoCAD SHX Text

49

AutoCAD SHX Text

SF

AutoCAD SHX Text

10

AutoCAD SHX Text


AutoCAD SHX Text

ALONG PILE LINE, GOES AROUND

AutoCAD SHX Text

PILE CAP

AutoCAD SHX Text

Y-Z

AutoCAD SHX Text

55

AutoCAD SHX Text

55

AutoCAD SHX Text

55

AutoCAD SHX Text

55

AutoCAD SHX Text

55

AutoCAD SHX Text

55

AutoCAD SHX Text

55

AutoCAD SHX Text

55

AutoCAD SHX Text

55

AutoCAD SHX Text

55

AutoCAD SHX Text

55

AutoCAD SHX Text

55

AutoCAD SHX Text

55

AutoCAD SHX Text

55

AutoCAD SHX Text

55

AutoCAD SHX Text

55

AutoCAD SHX Text

55

AutoCAD SHX Text

SP-4B OR SP-4C

AutoCAD SHX Text

SP-4B OR SP-4C

AutoCAD SHX Text

EAST SIDE OF PILE W. ALONG BENT LINE

AutoCAD SHX Text

ALONG PILE LINE

AutoCAD SHX Text

AW

AutoCAD SHX Text

49

AutoCAD SHX Text

A

AutoCAD SHX Text

NW CORNER

AutoCAD SHX Text

CLOSED SPALL

AutoCAD SHX Text

2

AutoCAD SHX Text

SF

AutoCAD SHX Text

SP-5A

AutoCAD SHX Text

AW

AutoCAD SHX Text

J

AutoCAD SHX Text

NW CORNER

AutoCAD SHX Text


AutoCAD SHX Text

2

AutoCAD SHX Text

SF

AutoCAD SHX Text

SP-9

AutoCAD SHX Text

TOP: NE CORNER @ WL (14' ABOVE ML)

AutoCAD SHX Text

HAIRLINE CRACK (1/16" OR LESS)

AutoCAD SHX Text

3

AutoCAD SHX Text

LF

AutoCAD SHX Text

UW

AutoCAD SHX Text

49

AutoCAD SHX Text

TOP: NE CORNER @ WL (14' ABOVE ML)

AutoCAD SHX Text


AutoCAD SHX Text

3

AutoCAD SHX Text

LF

AutoCAD SHX Text

UW

AutoCAD SHX Text

NE CORNER, +4' ABOVE ML

AutoCAD SHX Text

OPEN SPALL, SOFT CONCRETE

AutoCAD SHX Text

2

AutoCAD SHX Text

SF

AutoCAD SHX Text

BTM: NE CORNER @ ML+1 ER(VERT)

AutoCAD SHX Text


AutoCAD SHX Text

0.5

AutoCAD SHX Text

MID: NE CORNER (APPROX. ML+7")

AutoCAD SHX Text

OPEN SPALL

AutoCAD SHX Text

0.25

AutoCAD SHX Text

TOP: SW CORNER

AutoCAD SHX Text

OPEN SPALL

AutoCAD SHX Text

2

AutoCAD SHX Text

UW

AutoCAD SHX Text

49

AutoCAD SHX Text

M

AutoCAD SHX Text

NE FACE

AutoCAD SHX Text


AutoCAD SHX Text

2

AutoCAD SHX Text

SF

AutoCAD SHX Text

SP-9

AutoCAD SHX Text

NW CORNER

AutoCAD SHX Text


AutoCAD SHX Text

2

AutoCAD SHX Text

NW FACE

AutoCAD SHX Text


AutoCAD SHX Text

2

AutoCAD SHX Text

AW

AutoCAD SHX Text

49

AutoCAD SHX Text

K

AutoCAD SHX Text

TOP: NW CORNER

AutoCAD SHX Text


AutoCAD SHX Text

2

AutoCAD SHX Text

SF

AutoCAD SHX Text

SP-5A

AutoCAD SHX Text

UW

AutoCAD SHX Text

BTM: NE AND NW CORNERS, 6' ABOVE ML

AutoCAD SHX Text

CRACK (1/8")

AutoCAD SHX Text

0.83

AutoCAD SHX Text

LF

AutoCAD SHX Text

CR-1

AutoCAD SHX Text

AW

AutoCAD SHX Text

S. FACE, 8' BELOW CAP

AutoCAD SHX Text

CORE HOLE

AutoCAD SHX Text

0.25

AutoCAD SHX Text

SF

AutoCAD SHX Text

UW

AutoCAD SHX Text

49

AutoCAD SHX Text

L

AutoCAD SHX Text


AutoCAD SHX Text

3

AutoCAD SHX Text

LF

AutoCAD SHX Text

CR-1

AutoCAD SHX Text

AW

AutoCAD SHX Text

NE CORNER

AutoCAD SHX Text


AutoCAD SHX Text

2

AutoCAD SHX Text

SF

AutoCAD SHX Text

SP-5B OR SP-5C

AutoCAD SHX Text

NW CORNER

AutoCAD SHX Text


AutoCAD SHX Text

2

AutoCAD SHX Text

AW

AutoCAD SHX Text

50

AutoCAD SHX Text

K

AutoCAD SHX Text

NW CORNER

AutoCAD SHX Text


AutoCAD SHX Text

3

AutoCAD SHX Text

SF

AutoCAD SHX Text

SP-9

AutoCAD SHX Text

UW

AutoCAD SHX Text

SW CORNER

AutoCAD SHX Text

OPEN SPALL

AutoCAD SHX Text

1

AutoCAD SHX Text

SF

AutoCAD SHX Text

BTM: 2' ABOVE ML

AutoCAD SHX Text

OPEN SPALL

AutoCAD SHX Text

2

AutoCAD SHX Text

SF

AutoCAD SHX Text

SW CORNER, 2' ABOVE ML

AutoCAD SHX Text

CRACK (1/8")

AutoCAD SHX Text

2

AutoCAD SHX Text

LF

AutoCAD SHX Text

BTM: 2' ABOVE ML

AutoCAD SHX Text

CRACK (1/8"), OPEN SPALL

AutoCAD SHX Text

3

AutoCAD SHX Text

LF

AutoCAD SHX Text

NE CORNER

AutoCAD SHX Text


AutoCAD SHX Text

3

AutoCAD SHX Text

SF

AutoCAD SHX Text

UW

AutoCAD SHX Text

52

AutoCAD SHX Text

M

AutoCAD SHX Text

BTM: SE CORNER ML +5' CORNER

AutoCAD SHX Text

OPEN SPALL EXPOSED REBAR (SPIRAL), CORE HOLE

AutoCAD SHX Text

1

AutoCAD SHX Text

SF

AutoCAD SHX Text

SP-9

AutoCAD SHX Text

BTM: SE CORNER FROM ML +5' TO ML

AutoCAD SHX Text

CRACK (1/4")

AutoCAD SHX Text

5

AutoCAD SHX Text

LF

AutoCAD SHX Text

BTM: NE CORNER STARTING @ ML

AutoCAD SHX Text

CRACK (1/8")

AutoCAD SHX Text

8

AutoCAD SHX Text

BTM: NW CORNER FROM ML +3' TO ML +6'

AutoCAD SHX Text

CRACK (1/8")

AutoCAD SHX Text

3

AutoCAD SHX Text

BTM: SW CORNER FROM ML +3' TO ML +5'

AutoCAD SHX Text

CRACK (1/8")

AutoCAD SHX Text

2

AutoCAD SHX Text

UW

AutoCAD SHX Text

52.1

AutoCAD SHX Text

U.1

AutoCAD SHX Text

BTM: SW CORNER, ML +3' TO ML +7'

AutoCAD SHX Text

OPEN SPALL EXPOSED REBAR W/INSUFFICIENT REBAR AREA

AutoCAD SHX Text

2

AutoCAD SHX Text

SF

AutoCAD SHX Text

SP-9 L 10FT VIF

AutoCAD SHX Text

UW

AutoCAD SHX Text

52.2

AutoCAD SHX Text

I.8

AutoCAD SHX Text

BTM: NE CORNER @ TOP OF CRACK

AutoCAD SHX Text

OPEN SPALL EXPOSED REBAR W/INSUFFICIENT REBAR AREA

AutoCAD SHX Text

0.5

AutoCAD SHX Text

SF

AutoCAD SHX Text

SP-9

AutoCAD SHX Text

BTM: NW CORNER FROM ML+2' TO ML+5'

AutoCAD SHX Text

OPEN SPALLS

AutoCAD SHX Text

2

AutoCAD SHX Text

BTM: SW CORNER FROM ML TO ML+6'

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OPEN SPALLS EXPOSED REBAR

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2.5

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BTM: NE CORNER @ ML

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CRACK (1/8")

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6

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LF

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BTM: SE CORNER ML+1'

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CRACK (1/8")

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0.67

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BTM: NW CORNER FROM ML+2' TO ML+5'

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CRACK (1/8")

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L 22FT VIF

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L 22FT VIF

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L 22FT VIF

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L 10FT VIF

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L 10FT VIF

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SP-4B OR SP-4C

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SP-4B OR SP-4C

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SP-4B OR SP-4C

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SP-4B OR SP-4C

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SP-4B OR SP-4C

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SP-4B OR SP-4C

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SP-5A

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SP-5A

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SP-5B OR SP-5C

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SP-5B OR SP-5C

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SP-5B OR SP-5C

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SP-5B OR SP-5C

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SP-5B OR SP-5C

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SP-5B OR SP-5C

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SP-5B OR SP-5C

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SP-5B OR SP-5C

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SP-5B OR SP-5C

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NO.

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TABLE OF REVISIONS

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DESCRIPTION

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APP.

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APP.

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APP.

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BY

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PIER 29

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SUBSTRUCTURE REPAIR

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CHECKED:

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DRAWN:

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DESIGNED:

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DESIGNED:

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DESIGNED:

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APPROVED BY

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APPROVED BY

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APPROVED BY

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REV. NO.

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SCALE:

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SCALE:

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SCALE:

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2790

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SHEET OF SHEETS

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DRAWING NO.

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CONTRACT NO.

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CONTRACT NO.

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11-18-17

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19141-29-S

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P29-S17

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20 OF 38

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(SHEET 10 OF 11)

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0

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NO SCALE

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11/15/17

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JR

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JR

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ADDENDUM #1

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