THE PORT OF PHILADELPHIA

3460 NORTH DELAWARE AVENUE

PHILADELPHIA, PA 19134-6311

LIST OF DRAWINGS:

T-1 TITLE SHEET

G-1 SITE PLAN AND NOTES

S-1 ENLARGED PLAN C-2

S-2 ENLARGED PLAN C-3

S-3 ENLARGED PLAN C-4

S-4 ENLARGED PLAN C-5 AND DETAIL

S-5 ENLARGED PLAN C-6

S-6 FENDER PLAN, SECTION, ELEVATION AND DETAILS

LOCATION MAPVICINITY MAP

NO SCALENO SCALE

PACKER AVENUE MARINE TERMINAL

PHASE 2 PORT DEVELOPMENT IMPROVEMENTS

NEW FENDER SYSTEM AND MOORING BOLLARDS

PHILADELPHIA, PENNSYLVANIA

CONTRACT NO. 17-111.S

PROJECT

SITE

N

PACKER AVENUE

MARINE TERMINAL

S.T. HUDSON ENGINEERS, INC.

''Drawings issued in electronic form are provided for the convenience of the recipient and are usedat the sole risk of the user. Reliance may be placed only on hard copies of drawings issued byS.T. Hudson Engineers. in the event of any discrepancy, the hard copy will govern.''

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DRAWING WHERE

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DETAIL IS SHOWN

DRAWING WHERE

SECTION LETTER

DRAWING WHERE

DETAIL NUMBER

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3460 NORTH DELAWARE AVENUE

PHILADELPHIA, PENNSYLVANIA 19134

P-1225

H-7181

.

PACKER AVENUE MARINE TERMINAL

TITLE SHEETT-1 B

STAFF

T H E OP R T O F P H I L DA E L P H I A

T H E OP R T O F P H I L DA E L P H I A

NEW FENDER SYSTEM AND MOORING BOLLARDS - PHASE 2

ISSUED FOR REVIEW

4/11/2018

S.T. HUDSON ENGINEERS, INC.

''Drawings issued in electronic form are provided for the convenience of the recipient and are usedat the sole risk of the user. Reliance may be placed only on hard copies of drawings issued byS.T. Hudson Engineers. in the event of any discrepancy, the hard copy will govern.''

3460 NORTH DELAWARE AVENUE

PHILADELPHIA, PENNSYLVANIA 19134

P-1225

H-7181

.

PACKER AVENUE MARINE TERMINAL

SITE PLAN AND NOTES G-1 B

Staff

T H E OP R T O F P H I L DA E L P H I A

DELAWARE RIVEREBB

FLOOD

ISSUED FOR REVIEW

4/11/2018

NEW FENDER SYSTEM AND MOORING BOLLARDS - PHASE 2

P A C K E R A V E N U E M A R I N E T E RM I N A L

BERTH 3

NEW MARINE FENDER BY TRELLEBORGMODEL SCN1600 - F1.5, SUPPLIED BYOWNER (TYPICAL 24 REQUIRED)

SITE PLAN

SCALE 1'' = 60'C-1

G-1 G-1

SEE ENLARGED PLANC-2

G-1 S-1

SEE ENLARGED PLANC-3

G-1 S-2

SEE ENLARGED PLANC-4

G-1 S-3

SEE ENLARGED PLANC-5

G-1 S-4

NEW PANAMAX CONTAINER VESSEL

DWT 165,000; TEU 14,400

LOA = 1,100 FEET

BEAM = 185 FEET

DESIGN DRAFT = 43 FEET

DESIGN APPROACH VELOCITY 0.33 ft/sec. (4''/s)

AT BERTHING ANGLE OF 6 DEGREES.

DESIGN DREDGE DEPTH: 45 FEET

NOTE: FENDER SYSTEM NOT DESIGNED FOR BARGES

DESIGN VESSEL

GENERAL NOTES:

1. THE CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AND DIMENSIONS AT THE SITE BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO THE ENGINEER FOR CORRECTION PRIOR TO BEGINNING ANY WORK. THE DISCOVERY OF DISCREPANCIES AFTER THE WORK HAS COMMENCED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

2. DO NOT SCALE THESE DRAWINGS FOR EXACT DIMENSIONS. VERIFY ALL FIGURES, CONDITIONS AND DIMENSIONS, AT THE SITE PRIOR TO START OF WORK. NOTIFY THE ENGINEER OF ANY DISCREPANCIES IMMEDIATELY PRIOR TO THE START OF WORK.

3. THE CONTRACTOR SHALL EXERCISE THE UTMOST CARE TO AVOID INFLICTING DAMAGE TO EXISTING STRUCTURES. IF ANY EXISTING STRUCTURES THAT ARE TO REMAIN ARE DAMAGED BY THE CONTRACTOR THEY SHALL BE REPAIRED TO THE SATISFACTION OF THE ENGINEER, AT THE EXPENSE OF THE CONTRACTOR WITHOUT COST TO THE OWNER.

4. THE CONTRACTOR SHALL VERIFY LOCATIONS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. ANY APPARENT CONFLICTS SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER FOR INTERPRETATION PRIOR TO THE START OF WORK.

5. THE DESIGN AND CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE STATE AND LOCAL CODES AND STANDARDS, THE PROJECT SPECIFICATIONS AND THESE NOTES. THESE NOTES SHALL TAKE PRECEDENCE OVER PROJECT SPECIFICATIONS. STATE AND LOCAL CODES SHALL TAKE PRECEDENCE OVER PROJECT SPECIFICATIONS AND NOTES.

6. THE CONTRACTOR SHALL REMOVE FROM THE SITE ANY WASTE MATERIAL AND DEBRIS GENERATED DURING THE COURSE OF THE WORK. DISPOSAL OF ALL GENERATED WASTE MATERIAL AND DEBRIS IS THE CONTRACTOR'S RESPONSIBILITY. THE OWNER SHALL BE PRESENTED WITH WRITTEN NOTIFICATION OF WRITTEN APPROVAL AND LOCATION OF THE DUMP SITE.

7. THE CONTRACTOR SHALL PLACE SEDIMENT CONTROL DEVICES, BOOMS, TARPAULINS, FLOATS, TURBIDITY CURTAINS, STAGING AND OTHER DEVICES AS NECESSARY TO PREVENT CONSTRUCTION MATERIALS FROM ENTERING THE WATER AND LEAVING THE IMMEDIATE VICINITY OF THE SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANUP OF ALL MATERIALS.

8. THE CONTRACTOR SHALL ABIDE BY ALL APPLICABLE ENVIRONMENTAL PROTECTION STANDARD'S, CODES, LAWS, REGULATION AND PERMITS.

9. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FOLLOW ALL APPLICABLE SAFETY CODES AND REGULATIONS DURING ALL PHASES OF CONSTRUCTION.

10. THE PORT OF PHILADELPHIA (PHILAPORT) IS TO PROVIDE ALL STATE AND FEDERAL PERMITS AS REQUIRED. THE CONTRACTOR IS TO PROCURE ALL LOCAL PERMITS AS REQUIRED.

11. THE CONTRACTOR SHALL COORDINATE ALL WORK TO BE PERFORMED WITH PACKER AVENUE MARINE TERMINAL CRANE RAIL MODERNIZATION OF BERTHS AND TERMINAL OPERATIONS.

12. ALL BOLLARDS ARE DESIGNED TO BE GROUPED IN PAIRS OF TWO (2) SPACED 7-FEET FROM CENTERLINE OF EACH OTHER. EACH PAIR SHALL BE INSTALLED AS LOCATED ON THESE DRAWINGS TO AVOID INTERFERENCES WITH FENDER SYSTEM MOUNTING HARDWARE; HOWEVER, THE FINAL LOCATION OF EACH PAIR OF BOLLARDS MAY BE ADJUSTED AND RELOCATED TO AVOID UNKNOWN INTERFERENCES (I.E. CRANE EQUIPMENT, EMBEDDED HARDWARE, CONSTRUCTION JOINTS, ETC.) WITHIN 5-FEET OF THE LOCATION DESIGNATED ON THESE DRAWINGS.  THE 7-FEET SPACING BETWEEN THE PAIR OF BOLLARDS MUST BE MAINTAINED. 

BERTH 1BERTH 2

SCALE: 1" = 60'

0 60'60' 30'

NEW CAST TEE BOLLARD, 100 TONNESCAPACITY BY TRELLEBORG, SUPPLIED BYOWNER (TYPICAL 48 REQUIRED)

F-16

EXISTING MARINEFENDER (PHASE 1)

90'-0"±72'-1 13/16"± 72'-0"± 50'-1"± 94'-0"± 85'-1 1/16"± 83'-3 3/8"± 72'-1 1/16"± 72'-1 1/16"± 72'-1 1/16"± 72'-1 1/16"± 72'-1 1/16"± 72'-1 1/16"± 72'-1 1/8"± 70'-11 5/8"± 70'-11 3/4"± 70'-11 9/16"± 70'-11 11/16"± 70'-11 9/16"± 70'-11 5/8"± 70'-11 5/8"± 70'-11 5/8"± 70'-11 1/2"± 50'-4 7/8"±

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CELLNo. 2

CELLNo. 3

CELLNo. 4

CELLNo. 5

CELLNo. 6

CELLNo. 7

CELLNo. 8

CELLNo. 9

CELLNo. 10

CELLNo. 11

CELLNo. 12

CELLNo. 13

CELLNo. 14

CELLNo. 15

CELLNo. 16

CELLNo. 17

CELLNo. 18

CELLNo. 19

CELLNo. 20

CELLNo. 21

CELLNo. 22

CELLNo. 23

CELLNo. 24

CELLNo. 25

CELLNo. 26

CELLNo. 27

adsRW, AD

F-18 F-19 F-20 F-21 F-22 F-23 F-24 F-25 F-26 F-27 F-28 F-29 F-30 F-31 F-32 F-33 F-34 F-35 F-36 F-37 F-38 F-40

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DATUM CHART:

TOP OF DECK ELEV. +12.84'

MEAN HIGHER HIGH WATER (MHHW) ELEV. +6.50'

MEAN HIGH WATER (MHW) ELEV. +6.1'

NAVD 88 ELEV. +2.91'

MEAN LOW WATER (MLW) ELEV. 0.0

MEAN LOWER LOW WATER (MLLW) ELEV. -0.19

18'-3 3/8"

EXISTING HEAVY LIFT AREA

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CELL No. 2 CELL No. 3 CELL No. 4CELL No. 5

CELL No. 6 CELL No. 7 CELL No. 8 CELL No. 9

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S.T. HUDSON ENGINEERS, INC.

''Drawings issued in electronic form are provided for the convenience of the recipient and are usedat the sole risk of the user. Reliance may be placed only on hard copies of drawings issued byS.T. Hudson Engineers. in the event of any discrepancy, the hard copy will govern.''

3460 NORTH DELAWARE AVENUE

PHILADELPHIA, PENNSYLVANIA 19134

P-1225

H-7181

.

PACKER AVENUE MARINE TERMINAL

ENLARGED PLAN C-2 S-1 B

Staff

T H E OP R T O F P H I L DA E L P H I A

KEY PLAN

SCALE: NONE

DELAWARE RIVEREBB

FLOOD

DELAWARE RIVEREBB

FLOOD

MA

TC

HL

IN

E "A

"

NEW FENDER SYSTEM AND MOORING BOLLARDS - PHASE 2

P A C K E R A V E N U E M A R I N E T E RM I N A L

BERTH 2

PARTIAL ENLARGED PLAN

SCALE 1'' = 20'C-2

G-1 S-1

BERTH 5 BERTH 4 BERTH 3 BERTH 2 BERTH 1

SCALE: 1" = 20'-0"

0 20'20' 10'

BERTH 3

NEW MARINE FENDER BYTRELLEBORG MODELSCN1600 - F1.5(TYPICAL 24 REQUIRED)

EXISTING MARINEFENDER (PHASE 1)

72'-1 13/16"±

OF EXISTING CELLCLOF EXISTING FENDERCL

72'-0"±

CL

50'-1"± 94'-0"± 85'-1"±

CL CL CL

SEE ENLARGED PLANC-6

G-1 S-5

EXISTING CAST TEE BOLLARD(TYPICAL) (PHASE 1)

EXISTING MARINE FENDER AND ASSOCIATEDHARDWARE TO BE REMOVED (TYPICAL SHOWNDOTTED 6 PLACES THIS SHEET)

EXISTING STEEL SHEETPILE CELL OUTLINE

NEW CAST TEE BOLLARD, 100TONNES CAPACITY BY TRELLEBORG(TYPICAL 48 REQUIRED)

SEE ENLARGED PLANC-7

S-1 S-6

SEE DETAIL 1

S-1 S-4

F-17F-16 F-18 F-19 F-20 F-22

10'-0"

13'-0"CL

CL13'-0"CLOF FENDER

10'-0"

13'-0"CL

CL

7'-0"

13'-0" CLOF FENDER

13'-0"CL

CL 13'-0" CLOF FENDER

13'-0"CL

CL 13'-0" CLOF FENDER

10'-0"

13'-0"CL

CL

7'-0"

13'-0" CLOF FENDER

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59'-1"±

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PHASE 2PHASE 1

ISSUED FOR REVIEW

4/11/2018

A

S-1 S-6

7'-0" 10'-0" 7'-0"

OF EXISTING CELLCLOF EXISTING CELLCL

7'-0" 10'-0"

FACE OF NEW CONCRETECRANE RAIL BEAM

18'-3 3/8"±

5'-3 3/8"±

EXISTING HEAVY LIFT AREA STA

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10'-0" 7'-0"6'±

OF EXISTING CELLCL

NEW SHEAR CHAINBRACKET, (TYP.)

NEW TENSION / WEIGHTCHAIN BRACKET, (TYP.)

AREA LOCATION

P A C K E R A V E N U E M A R I N E T E RM I N A L

CELL No. 10 CELL No. 11

CELL No. 15 CELL No. 16 CELL No. 17

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CELL No. 14

CELL No. 12

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S.T. HUDSON ENGINEERS, INC.

''Drawings issued in electronic form are provided for the convenience of the recipient and are usedat the sole risk of the user. Reliance may be placed only on hard copies of drawings issued byS.T. Hudson Engineers. in the event of any discrepancy, the hard copy will govern.''

3460 NORTH DELAWARE AVENUE

PHILADELPHIA, PENNSYLVANIA 19134

P-1225

H-7181

.

PACKER AVENUE MARINE TERMINAL

ENLARGED PLAN C-3 S-2 B

Staff

T H E OP R T O F P H I L DA E L P H I A

KEY PLAN

SCALE: NONE

DELAWARE RIVEREBB

FLOOD

DELAWARE RIVEREBB

FLOOD

MA

TC

HL

IN

E "A

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MA

TC

HL

IN

E "B

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NEW FENDER SYSTEM AND MOORING BOLLARDS - PHASE 2

PARTIAL ENLARGED PLAN

SCALE 1'' = 20'C-3

G-1 S-2

BERTH 5 BERTH 4 BERTH 3 BERTH 2 BERTH 1

SCALE: 1" = 20'-0"

0 20'20' 10'

BERTH 2

EXISTING MARINE FENDER AND ASSOCIATEDHARDWARE TO BE REMOVED (TYPICAL SHOWNDOTTED 8 PLACES THIS SHEET)

OF EXISTING CELLCL

83'-3 3/8"± 72'-1 1/16"± 72'-1 1/16"± 72'-1 1/16"± 72'-1 1/16"± 72'-1 1/16"± 72'-1 1/16"± 72'-1 1/8"±85'-1"±

OF EXISTING CELLCL OF EXISTING CELLCL OF EXISTING CELLCL OF EXISTING CELLCL OF EXISTING CELLCL OF EXISTING CELLCL OF EXISTING CELLCL

EXISTING STEEL SHEETPILE CELL OUTLINE

FACE OF NEW CONCRETECRANE RAIL BEAM

NEW CAST TEE BOLLARD, 100TONNES CAPACITY BY TRELLEBORG(TYPICAL 48 REQUIRED)

NEW SHEAR CHAINBRACKET (TYP.)

NEW TENSION / WEIGHTCHAIN BRACKET (TYP.)

SEE DETAIL 1

S-2 S-4

F-24

10'-0"

13'-0"CL

CL

7'-0"

13'-0" CLOF FENDER

F-23 F-25 F-26 F-27 F-28 F-29 F-30

10'-0"

13'-0"CL

CL

7'-0"

13'-0" CLOF FENDER

10'-0"

13'-0"CL

CL

7'-0"

13'-0" CLOF FENDER

10'-0"

13'-0"CL

CL

7'-0"

13'-0" CLOF FENDER

10'-0"

13'-0"CL

CL

7'-0"

13'-0" CLOF FENDER

13'-0"CL

CL 13'-0" CLOF FENDER

10'-0"

13'-0"CL

CL

7'-0"

13'-0" CLOF FENDER

10'-0"

13'-0"CL

CL

7'-0"

13'-0" CLOF FENDER

NEW MARINE FENDER BY TRELLEBORGMODEL SCN1600 - F1.5(TYPICAL 24 REQUIRED)

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EXISTING HEAVY LIFT AREA

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AREA LOCATION

P A C K E R A V E N U E M A R I N E T E RM I N A L

CELL No. 18 CELL No. 19

CELL No. 20

CELL No. 21

CELL No. 22 CELL No. 23 CELL No. 24 CELL No. 25

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S.T. HUDSON ENGINEERS, INC.

''Drawings issued in electronic form are provided for the convenience of the recipient and are usedat the sole risk of the user. Reliance may be placed only on hard copies of drawings issued byS.T. Hudson Engineers. in the event of any discrepancy, the hard copy will govern.''

3460 NORTH DELAWARE AVENUE

PHILADELPHIA, PENNSYLVANIA 19134

P-1225

H-7181

.

PACKER AVENUE MARINE TERMINAL

ENLARGE PLAN C-4 S-3 B

Staff

T H E OP R T O F P H I L DA E L P H I A

KEY PLAN

SCALE: NONE

DELAWARE RIVEREBB

FLOOD

DELAWARE RIVEREBB

FLOOD

MA

TC

HL

IN

E "B

"

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HL

IN

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NEW FENDER SYSTEM AND MOORING BOLLARDS - PHASE 2

PARTIAL ENLARGED PLAN

SCALE 1'' = 20'C-4

G-1 S-3

BERTH 5 BERTH 4 BERTH 3 BERTH 2 BERTH 1

SCALE: 1" = 20'-0"

0 20'20' 10'

BERTH 1

EXISTING MARINE FENDER AND ASSOCIATEDHARDWARE TO BE REMOVED (TYPICAL SHOWNDOTTED 7 PLACES THIS SHEET)

OF EXISTING CELLCL

70'-11 5/8"±72'-1 1/8"±

OF EXISTING CELLCL OF EXISTING CELLCL OF EXISTING CELLCL OF EXISTING CELLC OF EXISTING CELLCL OF EXISTING CELLCL OF EXISTING CELLCL

EXISTING STEEL SHEETPILE CELL OUTLINE

FACE OF NEW CONCRETECRANE RAIL BEAM

NEW CAST TEE BOLLARD, 100TONNES CAPACITY BY TRELLEBORG(TYPICAL 48 REQUIRED)

NEW SHEAR CHAINBRACKET (TYP.)

NEW TENSION / WEIGHTCHAIN BRACKET (TYP.)

SEE DETAIL 1

S-3 S-4

F-32

10'-0"

13'-0"CL

CL

7'-0"

13'-0" CLOF FENDER

F-31 F-33 F-34 F-35

F-36

F-37

10'-0"

13'-0"CL

CL

7'-0"

13'-0" CLOF FENDER

7'-0"

13'-0"CL

CL

17'-0"

13'-0" CLOF FENDER

10'-0"

13'-0"CL

CL

7'-0"

13'-0" CLOF FENDER

10'-0"

13'-0"CL

CL

7'-0"

13'-0" CLOF FENDER

10'-0"

13'-0"CL

CL

7'-0"

13'-0" CLOF FENDER

10'-0"

13'-0"CL

CL

7'-0"

13'-0" CLOF FENDER

10'-0"

13'-0"CL

CL

7'-0"

13'-0" CLOF FENDER

NEW MARINE FENDER BY TRELLEBORGMODEL SCN1600 - F1.5(TYPICAL 24 REQUIRED)

70'-11 5/8"± 70'-11 3/4"± 70'-11 9/16"± 70'-11 11/16"± 70'-11 9/16"± 70'-11 5/8"± 70'-11 5/8"±

F-38

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4/11/2018

AREA LOCATION

P A C K E R A V E N U E M A R I N E T E RM I N A L

CELL No. 26 CELL No. 27

CELL No. 28

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S.T. HUDSON ENGINEERS, INC.

''Drawings issued in electronic form are provided for the convenience of the recipient and are usedat the sole risk of the user. Reliance may be placed only on hard copies of drawings issued byS.T. Hudson Engineers. in the event of any discrepancy, the hard copy will govern.''

3460 NORTH DELAWARE AVENUE

PHILADELPHIA, PENNSYLVANIA 19134

P-1225

H-7181

.

PACKER AVENUE MARINE TERMINAL

ENLARGED PLAN C-5 S-4 B

Staff

T H E OP R T O F P H I L DA E L P H I A

KEY PLAN

SCALE: NONE

DELAWARE RIVEREBB

FLOOD

DELAWARE RIVEREBB

FLOOD

MA

TC

HL

IN

E "C

"

NEW FENDER SYSTEM AND MOORING BOLLARDS - PHASE 2

PARTIAL ENLARGED PLAN

SCALE 1'' = 20'C-5

G-1 S-4

BERTH 5 BERTH 4 BERTH 3 BERTH 2 BERTH 1

SCALE: 1" = 20'-0"

0 20'20' 10'

BERTH 1

OF EXISTING CELLCL

70'-11 5/8"±

OF EXISTING CELLCL

EXISTING STEEL SHEETPILE CELL OUTLINE

FACE OF NEWCONCRETECRANE RAIL BEAM

NEW CAST TEE BOLLARD, 100TONNES CAPACITY BY TRELLEBORG(TYPICAL 48 REQUIRED)

NEW SHEAR CHAINBRACKET (TYP.)

NEW TENSION / WEIGHTCHAIN BRACKET (TYP.)

SEE DETAIL 1

S-4 S-4

F-40

10'-0"

13'-0"CL

CL

7'-0"

13'-0" CLOF FENDER

F-39

NEW MARINE FENDER BY TRELLEBORGMODEL SCN1600 - F1.5(TYPICAL 24 REQUIRED)

70'-11 1/2"±

9''

9"FACE OF CONCRETE WALL

CAST TEE BOLLARD DETAIL

SCALE 1'' = 1'-0''1

S-1, 2, 3, 4 S-4

SECTION X-X

PLAN

1'-0 13/16"(325mm)

1'-0 13/16''(325mm)

9 5

/8"

(24

5mm

)1'-

3 3

/8"

(39

5mm

)

2'-7 1/8"(790mm)

6 7

8''

(175

mm

)2'-1

1/16

"(6

40

mm

)

R 1'-

0 3/

4"(3

25m

m)

2'-7

1/2"

(80

0m

m)

1 5 8''Ø (M42) CAST-IN-PLACEANCHOR BOLT, PER MANUFACTURESPECIFICATIONS

NEW CAST TEE BOLLARD,100 TONNES CAPACITY, BYTRELLEBORG

NOTES:

1. 50 TEE BOLLARDS ARE REQUIRED.

2. FOR LOCATION SEE PLANS ON DRAWING S-1, S-2, S-3 & S-4.

3. BOLLARDS SHALL BE COATED WITH A HIGH PERFORMANCE EPOXY.FINAL COLOR SHALL BE SAFETY YELLOW.

a. BOLLARD MUST BE BLASTED AND RE-PRIMED WITH: • 5 MILS CARBOZINC 859

b. INTERMEDIATE COAT: • 6 MILS CARBOGUARD 893

CYLCLOALIPHATIC AMINE EPOXY

c. TOP COAT:• 3 MILS CARBOTHANE 134

ALIPHATIC ACRYLIC POLYURETHANE (SAFETY YELLOW)

4. LOCATION - SEE GENERAL NOTES ON DRAWING No. G-1.

FACE OF CONC. WALL

X

X

1'' min. GROUT, FIVE STAR HIGHSTRENGTH GROUT

1"

adsRW, AD

. .

A2/1

5/18

30

% S

UB

MIT

TAL

staf

f

B4/1

1/18IS

SU

ED F

OR

REV

IEW

staf

f

10'-0"

13'-0"CL

CL

7'-0"

13'-0" CLOF FENDER

EXISTING MARINE FENDER ANDASSOCIATED HARDWARE TO BEREMOVED (TYPICAL SHOWNDOTTED 2 PLACES THIS SHEET )

PHASE 2

ISSUED FOR REVIEW

4/11/2018

80°

10°

AREA LOCATION

P A C K E R A V E N U E M A R I N E T E RM I N A L

S.T. HUDSON ENGINEERS, INC.

''Drawings issued in electronic form are provided for the convenience of the recipient and are usedat the sole risk of the user. Reliance may be placed only on hard copies of drawings issued byS.T. Hudson Engineers. in the event of any discrepancy, the hard copy will govern.''

3460 NORTH DELAWARE AVENUE

PHILADELPHIA, PENNSYLVANIA 19134

P-1225

H-7181

.

PACKER AVENUE MARINE TERMINAL

ENLARGED PLAN C-6 S-5 B

Staff

T H E OP R T O F P H I L DA E L P H I A

KEY PLAN

SCALE: NONE

DELAWARE RIVEREBB

FLOOD

DELAWARE RIVEREBB

FLOOD

NEW FENDER SYSTEM AND MOORING BOLLARDS - PHASE 2

PARTIAL ENLARGED PLAN

SCALE 1/8'' = 1'-0''C-6

S-1 S-5

BERTH 5 BERTH 4 BERTH 3 BERTH 2 BERTH 1

BERTH 3 NEW MARINE FENDER BY TRELLEBORGMODEL SCN1600 - F1.5(TYPICAL 24 REQUIRED)

NEW CAST TEE BOLLARD, 100 TONNESCAPACITY BY TRELLEBORG(TYPICAL 48 REQUIRED)

EXISTING MARINE FENDER ANDASSOCIATED HARDWARE TO BEREMOVED (TYPICAL SHOWNDOTTED 3 PLACES THIS SHEET)

CELL No. 9

CELL No. 8

CELL No. 7

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

0 8'8' 4'

OF EXISTING CELLCL STA

. 14

+00

STA

. 15+

00

59'-1"± 94'-0"±

adsRW, AD

. .

A2/1

5/18

30

% S

UB

MIT

TAL

staf

f

B4/1

1/18IS

SU

ED F

OR

REV

IEW

staf

f

85'-1"±

HOY

T STR

EET SEW

ER

34'-10 15/16"±

CL

CL CL

OF FENDER13'-0"

10'-0"

13'-0" CLCLCL

CLCL

OF FENDER

10'-0"

13'-0"13'-0" CLCLCLCL

OF FENDER

10'-0"

13'-0"CL

ISSUED FOR REVIEW

4/11/2018

10'-8 1/2"±

NEW CONC. PILE CAPBY OTHERS

NEW CONC. PILECAP BY OTHERS

ELEVATION

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

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

0 8'8' 4'

MEAN HIGH WATER +6.1

MEAN LOW WATER 0.0

TOP OF CONCRETEELEV. +12.84 (VERIFY)

NEW CAST TEE BOLLARD,100 TONNES CAPACITY, BYTRELLEBORG

NEW MARINE FENDER BY TRELLEBORGMODEL SCN1600 - F1.5

NEW CONC. PILE CAP, BY OTHERS

NEW CONC. PILE CAP, BY OTHERS

HOYT STREET SEWER

NEW COMPOSITE GIRDER - BY OTHERS

59'-1"±

MEAN HIGH WATER +6.1

MEAN LOW WATER 0.0

TOP OF CONCRETE ELEV. +12.84

A

S-5 S-5

SECTION

SCALE 1/8'' = 1'-0''A

S-5 S-5

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

0 8'8' 4'

C OF PILE CAPL C OF PILE CAPL

STA

. 15+

15.2

0±

STA

. 14

+21.1

6

STA

. 13

+61.4

1±

STA

. 14

+55.

12±

EXP

. JT.

STA

. 14

+55.

12±

28'-6" 5'-6''

11'-0"

72'-0''

16'-5 5/8"±

CLCL

7'-0"7'-0"

6'-0" 66'-0" 6'-0"

CLCL

CLCL

CL

CL94'-0"± 10'-0" 7'-0"

10'-0"7'-0"

13'-0"

7'-0"

7'-0"10'-0"

F-20 F-22F-21

NEW CONCRETE SEAWALL, BY OTHERS

S.T. HUDSON ENGINEERS, INC.

''Drawings issued in electronic form are provided for the convenience of the recipient and are usedat the sole risk of the user. Reliance may be placed only on hard copies of drawings issued byS.T. Hudson Engineers. in the event of any discrepancy, the hard copy will govern.''

3460 NORTH DELAWARE AVENUE

PHILADELPHIA, PENNSYLVANIA 19134

P-1225

H-7181

-

PACKER AVENUE MARINE TERMINAL

PLAN, SECTION, ELEVATION AND DETAILS S-6 A

Staff

T H E OP R T O F P H I L DA E L P H I A

ISSUED FOR REVIEW

4/11/2018

NEW FENDER SYSTEM AND MOORING BOLLARDS - PHASE 2

ENLARGED FENDER DETAIL PLAN

SCALE 1/2'' = 1'-0''C-7

S-1 S-6

OF EXISTING CELL

(unless shown otherwise)

adsRW

. .

A4/1

1/18IS

SU

ED F

OR

REV

IEW

staf

f

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

0 2'2' 1'

SECTION AT FENDER

SCALE 1/2'' = 1'-0''A

S-1 S-6

ELEVATION

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

CHAIN BRACKET DETAILS

SCALE 1'' = 1'-0''

ELEVATIONPLAN

ELEVATION PLAN

1'-4

1/2"

(419

mm

)

1'-0

1/2"

(317

mm

)

10 1/2"(267mm)

6 1/2"(165mm)

1'-2"

(356

mm

)

8 1/

2"(2

16m

m)

1'-2"(356mm)

8 1/2"(216mm)

7 1/4"(184mm)

7 1/4"(184mm)2"

(51mm)

2"(5

1mm

)

2 3/4"(70mm)

2 3

/4"

(70

mm

)

1'-5

5/16

"(5

0m

m)

1 3/4"(44mm)

Combination

Chain Padeye

Shear Chain

Padeye

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

0 2'2' 1'

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

0 2'2' 1'

FACE OF CONC. WALL

CL

NEW MARINE FENDER BY TRELLEBORGMODEL SCN1600 - F1.5,(TYPICAL 24 REQUIRED)

10'-0"

7'-3

''

NEW TENSION & WEIGHTCHAIN BRACKET

NEW SHEAR CHAINS

26'-0"

13'-0"13'-0" CL

TOP OF CONCRETE ELEV. +12.84

MEAN HIGH WATER +6.1

MEAN LOW WATER 0.0

9'-8

"

7'-3''

1'-1 1

/8"

(33

3)

(min

.)

NEW MARINE FENDER BY TRELLEBORGMODEL SCN1600 - F1.5(TYPICAL 24 REQUIRED)

CRANE RAIL

EXIST. STEELSHEET PILE CELL

5'-6"

12'-9''

NOTE:EMBEDDED ANCHOR HARDWAREBY TRELLEBORG

1'-7

3/1

6"

(min

.)

SHEAR CHAIN

FENDER PANEL

6'-1

1 11/

16"

(212

6)

NEW CAST TEE BOLLARD,100 TONNES CAPACITY, BYTRELLEBORG

FACE OF CONC.

4'-6

"

12'-0

"

SCALE: 1" = 1'-0"

01' 1' 2'

MEAN HIGH WATER +6.1

MEAN LOW WATER -0.0

9'-8

"

1'-1 1

/8"

10'-0"TOP OF CONCRETEELEV. +12.84

12'-0

"

NOTE : STRUCTURAL PILESNOT SHOWN FOR CLARITY

(varies)

NEW CHAIN BRACKETS ANDCAST-IN-PLACE ANCHORS

(varies)

13'-0"13'-0"

1'-8

''

5'-2

"

10'-0"(UNLESS NOTED OTHERWISE, SEE PLANS)

4'-0"min.

NEW CAST TEE BOLLARD,100 TONNES CAPACITY, BYTRELLEBORG

FENDER PANEL

1'-2"

(356

mm

)

7'-0''

4'-1 3 4''(1264mm)

CL

CL

CL CL

NEW SHEAR CHAIN BRACKET

NEW WEIGHT & TENSION CHAINS

NEW FENDER STOOL

TENSION CHAIN

WEIGHT CHAIN

NOTE:EMBEDDED ANCHOR HARDWAREBY TRELLEBORG