Attachment 0016 - Structural Drawings.pdf

VACANT 1 2 3 ASCE61 ASCE61

D 1.2 1.2 0.9 1.0 + K 1.0 - K

L

1.6*

1 0 0.1 -

B 1.2 1.2 0.9

Be 0 0 0 - -

C 1.2 1.2 0.9 - -

Cs 0 0 0 - -

E 1.6 0 1.6 1.0 1.0

EQ 0 0 0 1.0 1.0

W 0 1.6 1.6 - -

Ws 0 0 0 - -

RST 1.2 0 0 - -

BERTHING 1 2

D 1.2 1.2

L

1.6*

B 1.2 1.2

Be 1.6 1

C 1.2 1.2

Cs 0 0

E 1.6 0

EQ 0 0

W 0 1.6

Ws 0 0

RST 1.2 0

MOORING 1 2 3

D 1.2 1.2 0.9

L

1.6*

1 0

B 1.2 1.2 0.9

Be 0 0 0

C 1.2 1.2 0.9

Cs 1.2 1.2 0.9

E 1.6 0 1.6

EQ 0 0 0

W 0 1.6 1.6

Ws 0 1.6 1.6

RST 1.2 0 0

DESIGN EARTHQUAKE LEVEL 1 2

PROBABILITY OF EXCEEDANCE IN 50 YRS 50% 10%

RETURN PERIOD 72yrs 475yrs

DAMPING 5% 5%

PEAK GROUND ACCELERATION (PGA) 0.276g 0.590g

STRUCTURAL NOTES AND DESIGN CRITERIA

(PIER AND WEST TRESTLE ONLY, UON)

GENERAL STRUCTURAL NOTES

1. THESE NOTES CONTAIN GENERAL INFORMATION AND ARE NOT COMPLETE FOR CONSTRUCTION

PURPOSES. CONTRACTOR SHALL VERIFY INFORMATION GIVEN HERE WITH SPECIFICATIONS AND OTHER DOCUMENTS AND BRING ANY CONFLICTS TO THE ATTENTION OF THE CONTRACTING OFFICER BEFORE

BEGINNING WORK. THE CONTRACTING OFFICER WILL RESOLVE ANY SUCH CONFLICT.

2. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION: WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE CONTRACTING OFFICER.

3. FIELD VERIFY ALL FEATURES, DIMENSIONS, AND ELEVATIONS PRIOR TO FABRICATION OF ASSEMBLIES OR CONSTRUCTION. SEE THE CONTRACT DRAWINGS FOR THE SIZE AND LOCATION OF ALL OPENINGS, VERIFYING SIZE AND LOCATION OF ALL ARCHITECTURAL, MECHANICAL, PLUMBING, ELECTRICAL AND FIRE PROTECTION OPENINGS WITH THE RESPECTIVE SUBCONTRACTOR, AS WELL AS COORDINATING ALL ATTACHMENTS FOR THE USE OF OTHER TRADES. THE CONDITIONS SHOWN ON THESE DRAWINGS ARE BASED ON AVAILABLE EXISTING DATA. NOTIFY THE CONTRACTING OFFICER OF ANY DISCREPANCIES

BEFORE BEGINNING THE AFFECTED WORK.

4. LINES AND GRADES: ELEVATION DATUM AND CONSTRUCTION BASELINE SHALL BE ESTABLISHED AND

MAINTAINED BY THE CONTRACTOR.

5. ALL SHOP DRAWINGS SHALL BE REVIEWED AND APPROVED BY THE CONTRACTING OFFICER PRIOR TO

FABRICATION.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK.

7. CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE CONTRACTING OFFICER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ONLY ON SHOP DRAWINGS

SHALL NOT SATISFY THIS REQUIREMENT.

8. ALL STRUCTURAL SYSTEMS THAT ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE MANUFACTURER DURING MANUFACTURING. DELIVERY, HANDLING, STORAGE AND ERECTION OF COMPONENTS SHALL BE ERECTED IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE

MANUFACTURER.

9. CONTRACTOR SHALL TEMPORARILY BRACE INCOMPLETE PARTS OF THE STRUCTURE UNTIL SUCH TIME AS

EACH ELEMENT AS A WHOLE IS COMPLETE.

10. SHOP DRAWING REVIEW: DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE CONTRACTING OFFICER. THESE ITEMS SHALL FIRST BE VERIFIED, REVIEWED, AND STAMPED AS "APPROVED" BY THE CONTRACTOR PRIOR TO DELIVERY TO THE CONTRACTING OFFICER. THE CONTRACTOR SHALL REVIEW

DRAWINGS FOR CONFORMANCE WITH THE MEANS, METHODS, TECHNIQUES, SEQUENCES AND

OPERATIONS OF CONSTRUCTION, AND ALL SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL THERETO.

PROJECT SURVEY CONTROL

1. PROJECT DATUM AND SURVEY CONTROL: REFER TO SHEET G-102. ALL SURVEYING AND STAKING

REQUIRED DURING CONSTRUCTION SHALL BE PERFORMED BY CONTRACTOR.

MATERIAL SPECIFICATIONS

1. STRUCTURAL AND MISCELLANEOUS STEEL

A. MATERIALS

a. WIDE FLANGE / WT SHAPES: ......................... ASTM A 992, GR 50

b. SHAPES, PLATES AND BARS: ........................ ASTM A 572, GR 50, UON

c. ANGLES AND CHANNELS:............................... ASTM A 36, UON

d. HOLLOW STRUCTURAL SECTIONS (HSS): ... ASTM A 500, GR B OR ASTM A 1085

e. PIPES: .............................................................. ASTM A 53, GR B

f. GRATING: ......................................................... SEE SPECIFICATIONS

g. BOLTS: ............................................................. ASTM A 307 TYP

h. RAIL CLIP BOLTS:............................................ ASTM A 325 N

i. ANCHOR BOLTS AND THREADED RODS: ..... ASTM F 1554, GRADE 36 TYPICAL, GRADE 55

AND 105 WHERE INDICATED.

j. NUTS: ................................................................ HEAVY HEX, ASTM A 563, GRADE SUITABLE FOR THE TYPE OF ROD

OR BOLT. PROVIDE DOUBLE NUTS OR A

HEAVY HEX NUT AND LOCK NUT ON NOTED

BOLTS FOR STEEL CONNECTIONS.

k. WASHERS: ....................................................... ASTM F 844 WIDE SERIES, MAXIMUM

THICKNESS FOR TYPICAL BOLTS AND

GRADE 36 ANCHOR RODS, ASTM F 436

FOR GRADE 105 ANCHOR RODS

l. HEADED ANCHOR STUDS: .............................. ASTM A 108, GRADE 1010 THROUGH 1020 MINIMUM.

m. SHACKLES: ....................................................... FED SPEC RR-C-271 SAFETY CHAIN SHACKLES

B. ALL STRUCTURAL AND MISCELLANEOUS STEEL, INCLUDING ALL FASTENERS SHALL BE HOT-DIP

GALVANIZED WITH THE EXCEPTION OF ALUMINUM AND STAINLESS STEEL

C. GALVANIZE ITEMS AFTER FABRICATION. GALVANIZING DAMAGED ACCIDENTALLY OR DUE TO

FIELD WELDING SHALL BE RESTORED WITH FIELD-APPLIED GALVANIZING COMPOUND.

D. PROVIDE 1/2" BLEED HOLES IN EMBEDDED PLATES AND SHAPES AT 2 FEET ON CENTER MAXIMUM.

2. STAINLESS STEEL

A. PLATE, SHEET AND STRIPS: ASTM A 240 OR A 793 TYPE 316 L

B. SHAPES AND BARS: ASTM A 276 TYPE 316 L

C. BOLTS AND NUTS: ASTM F 593 OR ASTM F 594, GROUP 2 (316 ALLOY)

D. WASHERS: ASTM F 844, EXCEPT FABRICATE WASHERS OF 316 ALLOY

3. STRUCTURAL CONCRETE REINFORCEMENT

A. MATERIALS

a. REINFORCING STEEL: ASTM A 615, GRADE 60 UON

b. PILE TO DECK CONNECTION DOWELS: ASTM A 706, GRADE 80

c. HEADED REINFORCEMENT: ASTM A 970

d. PRESTRESSING STRANDS: ASTM A 416, GRADE 270

e. SPIRALS: ASTM A 1064

f. HIGH STRENGTH THREADED BAR: ASTM A 722, GRADE 150

* USE A 1.3 LOAD FACTOR (WITHOUT AN IMPACT FACTOR) FOR MOBILE TRUCK

CRANE OUTRIGGER LOADS.

D = DEAD LOAD

L = LIVE LOAD

B = BUOYANCY LOAD

Be = BERTHING LOAD

C = CURRENT LOAD ON STRUCTURE

Cs = CURRENT LOAD ON SHIP

E = EARTH PRESSURE LOAD

EQ = EARTHQUAKE LOAD

W = WIND LOAD ON STRUCTURE

Ws = WIND LOAD ON SHIP

R = CREEP/RIB SHORTENING

S = SHRINKAGE

T = TEMPERATURE

K = 0.5 (PGA)

LATERAL LOADS - SEISMIC

LOAD COMBINATIONS (LRFD DESIGN)

ACCELERATION RESPONSE SPECTRA

1.600

1.400

1.200

1.000

0.800

0.600

0.400

0.200

0.000

0.000 0.500 1.000 1.500 2.000 2.500 3.000 3.500 4.000 4.500

PERIOD (S)

A C

C E

L E

R A

T I O

N g

DEFLECTION RESPONSE SPECTRA

PERIOD (S)

D E

F L

E C

T I O

N

I N

30.00

25.00

20.00

15.00

10.00

0.500

0.000

0.000 0.500 1.000 1.500 2.000 2.500 3.000

LEVEL 1

LEVEL 2

LEVEL 1

LEVEL 2

3.500 4.000 4.500

3. STRUCTURAL CONCRETE REINFORCEMENT (CONTINUED)

B. REINFORCING STEEL PLACEMENT

a. SPLICING OF LONGITUDINAL REINFORCEMENT OVER 40 FEET IN LENGTH, (EXCEPT AS

SPECIFICALLY NOTED ON THE DRAWINGS) WILL BE PERMITTED. SPLICES SHALL BE

STAGGERED WITH NO MORE THAN 50% OF THE BARS BEING SPLICED AT ANY ONE LOCATION.

b. PROVIDE CORNER BARS AT ALL WALL, CURB, AND CURB WALL CORNERS. CORNER BARS

SHALL MATCH THE NUMBER/SPACING AND DIAMETER OF ALL HORIZONTAL REINFORCEMENT

AT THE CORNER. TERMINATED STRAIGHT BARS SHALL EXTEND FULL AVAILABLE LENGTH INTO

ADJOINING MEMBERS. SPLICE CORNER BAR TO TERMINATED STRAIGHT BAR WITH A MINIMUM

SPLICE LENGTH OF 60 BAR DIAMETERS.

4. CAST-IN-PLACE MARINE CONCRETE

A. MINIMUM 28-DAY COMPRESSIVE STRENGTH f'c = 5000 PSI UON.

B. MINIMUM COVER FOR REINFORCING STEEL: 3", UON.

C. ALL EXPOSED CORNERS SHALL BE CHAMFERED 3/4 INCH.

D. CONSTRUCTION JOINTS SHALL BE PROVIDED ONLY AS NOTED ON THE DRAWINGS OR AS

SPECIFICALLY PERMITTED BY THE CONTRACTING OFFICER.

E. UNLESS OTHERWISE NOTED, ALL CONSTRUCTION JOINTS SHALL BE CLEANED OF SURFACE

LAITANCE , CURING COMPOUND, AND OTHER FOREIGN MATERIALS BEFORE PLACING FRESH

CONCRETE AGAINST THE SURFACE OF THE JOINT. ABRASIVE BLAST METHODS SHALL BE

USED TO CLEAN CONSTRUCTION JOINTS TO THE EXTENT THAT CLEAN AGGREGATE IS

EXPOSED. BLASTING ABRASIVE SHALL BE CONTAINED. ALL CONSTRUCTION JOINTS SHALL BE

FLUSHED WITH WATER AND ALLOWED TO DRY TO A SURFACE DRY CONDITION PRIOR TO

PLACING CONCRETE.

5. PRESTRESSED CONCRETE OCTAGONAL PILES, SEE SHEET S-501 FOR PILE NOTES.

6. PRESTRESSED CONCRETE FENDER PILES

A. THE FENDER PILES SHALL BE REMOVED FROM THE EXISTING PIER AND SALVAGED FOR RE-USE.

USE THE INFORMATION ON S-536 TO FABRICATE ADDITIONAL OR REPLACEMENT PILES.

7. PRECAST, PRESTRESSED CONCRETE VOIDED SLAB AND BEAMS.

A. PRESTRESSED PRECAST SLAB BEAMS FOR WEST TRESTLE SHALL COMPLY WITH THE DESIGN

GUIDELINES NOTED ON S-560 TO S-563.

B. PRESTRESSED PRECAST SLAB BEAMS FOR EAST TRESTLE RAMP SHALL COMPLY WITH THE

DESIGN GUIDELINES NOTED ON SR505 TO SR509.

8. GROUT

A. GROUT FOR DRILLED AND BONDED STEEL DOWELS IN PRECAST CONCRETE AND

CAST-IN-PLACE CONCRETE AND FOR FILLING MOORING FITTING COUNTERSINK AT ANCHOR

BOLTS SHALL BE EPOXY RESIN GROUT OR APPROVED EQUAL.

B. GROUT FOR PILE DOWELS SHALL BE AS INDICATED ON S-502.

C. ALL OTHER GROUT SHALL BE A CEMENTITIOUS MATERIAL IN ACCORDANCE WITH

ASTM C 1107 AND USACE CRD-C621, AND SHALL DEVELOP A MINIMUM COMPRESSIVE

STRENGTH OF 5000 PSI IN 5 DAYS AND 6000 PSI IN 28 DAYS.

9. FIBER REINFORCED POLYMER COMPOSITE (FRP) FOR EAST TRESTLE REHAB

A. COMPOSITE MATERIAL MINIMUM DESIGN PROPERTIES:

a. ULTIMATE TENSILE STRENGTH IN PRIMARY FIBER DIRECTION: ................................................. ASTM D 3039, f' fu

= 143 KSI

b. TENSILE MODULUS: .............................................. ASTM D 3039, E f

= 13.9 x 106 PSI

c. ELONGATION AT BREAK: ...................................... ASTM D 3039, ε fu

= 0.01

d. NOMINAL THICKNESS: .......................................... t f

= 0.04 IN

B. PLACEMENT:

SEE SHEETS SR502 AND SR503 FOR SPECIFIC FRP REINFORCEMENT INSTALLATION

LOCATIONS AND NOTES.

PLANES AND DATUM

SEE SHEET G-102.

CURRENT LOADS

CURRENT VELOCITY ALONG FACE OF PIER

EBB ............................................................................... 1.5 KNOTS FLOOD .......................................................................... 1.0 KNOTS

WIND LOADS

WIND VELOCITY .......................................................... 110 MPH

FOR VACANT BERTH

WIND VELOCITY .......................................................... 30 KNOTS (30 SECOND DURATION) WITH MOORED

VESSEL

WAVE FORCES

STORM WAVE Hs ............................................... 2.3 FT (100 YEAR RETURN PERIOD)

OPERATING CONDITION Hs ................................ 1.8 FT

DESIGN DREDGE DEPTH

BERTH DESIGN DREDGE ELEVATION INCLUDING OVERDREDGE ....... -40.00 FT MLLW

A

B

C

R E

P L

A C

E U

P G

R A

D E

P

I E

R

O C

T O

B E

R

H V

G

M N

M

C B

S

1 2 3 4

S

C

S

C H

U L Z

E

P I E

R

G

E N

E R

A L

S

T R

U C

T U

R A

L

N

O T

E S

NOTE:

THESE NOTES AND ABBREVIATIONS

SUPPLEMENT THOSE ON SHEETS

G-005 AND G-006.

I. SERVICE LOAD DESIGN

THE SERVICE LOAD DESIGN APPROACH IS USED FOR DESIGNING AND CHECKING

FOUNDATION STABILITY AND LONG-TERM LOADING. MOORING HARDWARE SHALL BE

DESIGNED USING SERVICE LOAD PROCEDURES.

J. TEMPERATURE

THERMAL STRESSES IN STRUCTURAL ELEMENTS ARE DESIGNED BASED ON A CHANGE IN

TEMPERATURE RANGE OF 60°F.

G.

H.

MOORING LINE FORCES

BERTHING LOADS:

MOORING LOADS:

MOORING ANALYSIS CALCULATED BASED ON DESIGN WIND

SPEED OF 30 KNOTS (30-SECOND DURATION WITH 25 YEAR

RETURN PERIOD).

F. LOADS APPLIED DURING CONSTRUCTION

THE FOLLOWING LOADS ARE APPLIED TO THE STRUCTURE DURING CONSTRUCTION

AND MAY BE MORE CRITICAL THAN THE WORKING LOADS GIVEN IN ITEMS D AND E ABOVE.

a. CONCRETE TRUCK (MAIN PLATFORM AND WEST TRESTLE):

b. A 15% IMPACT FACTOR SHALL BE APPLIED TO ALL WHEEL LOADS.

a. BERTHING DESIGN FOR SHIPS IN COMPLIANCE WITH SECTION "5-2 BERTHING ENERGY

DETERMINATION" OF UFC 4-152-01 UNDER MODERATE CONDITIONS.

b. BERTHING VELOCITY FOR ALL BARGES SHALL NOT EXCEED 0.34FT/S.

GROUP 1

(up to 18,000 DWT)

USNS KISKA (T-AE 35)

AMERICAN TERN (T-AK 4729)

OCEAN FREEDOM

GEM STATE

GRAND CANYON STATE

GREEN POINT

KEYSTONE STATE

MAERSK ARIZONA

NOBLE STAR (T-AK 9653)

OCEAN GIANT

ERIC GIBSON

COASTAL VENTURE

SEA TAC 286 (BARGE)

NAKNEK TRADER (BARGE)

ITB SAMSON MARINER (BARGE)

THUNDER AND LIGHTNING (BARGE)

c. DESIGN VESSELS

GROUP 2

(Between 18,001 and 28,000 DWT)

OCEAN GIANT

BBC SEATTLE

ERIC GIBSON

HARRIETTE

ADVANTAGE

GLOBAL PATRIOT (T-AK 9881)

CAPE ORLANDO (T-AKR 2044)

MAERSK CONSTELLATION (T-AK 9656)

MAERSK ILLINOIS

MAJOR BERNARD FISHER

NOBLE STAR

JOHN A CHAPMAN

GROUP 3

(Between 28,001 and 53,000 DWT)

BAHRAIN

BROOKLIN BRIDGE

BLACK EAGLE (T-AK 4638)

CAPE FAREWELL (T-AK 5073)

CAPE FLATTERY (T-AK 5070)

CPT STEVEN BENNETT (T-AK 4296)

CAPE HENRY (T-AKR 5067)

MAERSK ALASKA

OCEAN RANGER

a. THE MAXIMUM BOLLARD CAPACITY (P = 100 TON) WAS USED TO DESIGN THE

ANCHORAGE OF THE BOLLARDS.

b. BOLLARD LOAD CONFIGURATIONS ARE AS FOLLOWS:

STRUCTURAL NOTES AND DESIGN CRITERIA

(PIER AND WEST TRESTLE ONLY, UON)

CODES AND STANDARDS

1. AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO),

"AASHTO LRFD BRIDGE DESIGN SPECIFICATION", 6TH EDITION

2. UNIFIED FACILITIES CRITERIA (UFC) 1-200-01, "GENERAL BUILDING REQUIREMENTS", DATED JULY

2013.

3. AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE) STANDARD 7-10, "MINIMUM DESIGN LOADS FOR

BUILDINGS AND OTHER STRUCTURES", 2010 FOR WIND LOADS ON STRUCTURE.

4. ASCE 61-14 FOR SEISMIC DESIGN CRITERIA.

5. INTERNATIONAL BUILDING CODE (IBC) 2012 FOR WIND LOADS ON STRUCTURE.

6. UFC 3-301-01, "STRUCTURAL ENGINEERING", 2013.

7. UFC 4-151-10, "GENERAL CRITERIA FOR WATRFRONT CONSTRUCTION", 2001.

8. UFC 4-152-01, "DESIGN: PIERS AND WHARVES", 2005.

9. UFC 4-159-03, "DESIGN: MOORINGS", DATED OCTOBER 3, 2005.

10. AMERICAN CONCRETE INSTITUTE (ACI) 318-11, "BUILDING CODE REQUIREMENTS FOR STRUCTURAL

CONCRETE", 2011. FOR NON-SEISMIC CONCRETE DESIGN CRITERIA.

11. ACI 301-10, "SPECIFICATIONS FOR STRUCTURAL CONCRETE", 2010.

12. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), "MANUAL OF STEEL CONSTRUCTION, FOURTEENTH EDITION. FOR NON-SEISMIC STEEL DESIGN CRITERIA.

13. AMERICAN WELDING SOCIETY (AWS), AWS D1.1, "STRUCTURAL WELDING CODE - STEEL", 2010.

14. AWS D1.4 "STRUCTURAL WELDING CODE - REINFORCING STEEL", 2005.

15. AWS D1.6, "STRUCTURAL WELDING CODE - STAINLESS STEEL", 2007.

DESIGN LOADS

A. DEAD LOADS

DEAD LOADS ARE THE SELF-WEIGHT OF THE ENTIRE STRUCTURE, INCLUDING ALL THE PERMANENT

ATTACHMENTS. CONCRETE UNIT WEIGHT IS 150 PCF. A UNIFORM LOAD OF 20 PSF WILL BE USED

FOR WEIGHT OF UTILITIES.

B. UNIFORM LIVE LOAD

1. UNIFORM LIVE LOAD ON MAIN PIER STRUCTURE IS 600 PSF, EXCEPT FOR PEDESTRIAN AREAS AT

THE OPERATIONS BUILDING.

2. WHEN COMBINED WITH CRANE LOADING, THE UNIFORM LIVE LOAD ON THE MAIN PIER STRUCTURE

IS 300 PSF WITH NO UNIFORM LOADING WITHIN 5 FT OF EITHER SIDE OF THE CRANE RAILS.

3. UNIFORM LIVE LOAD FOR THE DESIGN OF THE PILES IS REDUCED BY 20%.

C. TRUCK LOADING

AASHTO HL-93 LOADING OVER ENTIRE STRUCTURE.

D. CONTAINER CRANE LOADS

THE CRANE WHEEL LOADS ARE PROVIDED BY LIFTECH CONSULTANTS INC. REPORT, PROJECT NO.

2074, DATED DECEMBER 30, 2014.

1. CRANE RAIL VERTICAL WHEEL LOAD:

2. CRANE RAIL LATERAL LOADS:

1.5 KIPS/FT (FACTORED); 1.2 KIPS/FT (SERVICE) - OPERATING CONDITION.

3.5 KIPS/FT (FACTORED); 2.1 KIPS/FT (SERVICE) - STOWED CONDITION.

CONTAINER CRANE LOADS (cont)

3. CRANE STOWAGE PIN:

LANDSIDE: DESIGNED FOR 242 KIPS (FACTORED); 145 KIPS (SERVICE)

WATERSIDE: DESIGNED FOR 229 KIPS (FACTORED); 137 KIPS (SERVICE)

NOTE:

THE WORST CASE LOAD WAS USED FOR DESIGNING THE CRANE STOWAGE PIN AT BOTH

WATERSIDE AND LANDSIDE LOCATIONS.

4. CRANE STOP LOADS:

APPLIED AT 5.0 FEET ABOVE THE TOP OF THE RAIL, IN A DIRECTION PARALLEL TO THE RAIL

LANDSIDE: DESIGNED TO RESIST AN IMPACT LOAD OF 830 KIPS (FACTORED); 700 KIPS

(SERVICE) LOAD

WATERSIDE: DESIGNED TO RESIST AN IMPACT LOAD OF 590 KIPS (FACTORED); 490 KIPS

(SERVICE) LOAD

NOTE:

THE WORST CASE LOAD WAS USED FOR DESIGNING THE CRANE STOP AT BOTH WATERSIDE AND

LANDSIDE LOCATIONS.

E. VEHICLE LOADS: (MAIN PLATFORM AND WEST TRESTLE - UON)

a. CONTAINER LIFT TRUCK:

MAIN PLATFORM DESIGN AXLE LOADS ARE INDICATED FOR EACH AXLE. WEST TRESTLE DESIGN

AXLE LOADS ARE SHOWN IN PARENTHESIS, TYPICAL.

b. AASHTO HL-93 TRUCK:

c. TJ5000 BOMB CART:

d. 90 TON MOBILE TRUCK CRANE:

e. A 15% IMPACT FACTOR SHALL BE APPLIED TO ALL WHEEL LOADS

f. FORKLIFT:

SPACING

@ 5 FT @ 5 FT

SPACING

C

CRANE TRUCK

L L

C

L

C

L

C

46'-10"

40'-0" 40'-0"

CRANE WHEELS SPACING CRANE LOAD DISTRIBUTION

WATERSIDE

LANDSIDE

L

W

46'-10"

OPERATING WIND SPEED: 55.0 MPH

STOWED WIND SPEED: 110.0 MPH

CRANE TRUCK

CRANE TRUCK CRANE TRUCK

W

WATERSIDE LANDSIDE

39 KLF

TABLE T-1

L

UNIFORMLY DISTRIBUTED

CRANE WHEEL LOADS

NORMAL OPERATING

(SERVICE LOADS)

30 KLF 31 KLF

38 KLF

STOWED

(SERVICE LOADS)

28 KLF 39 KLF

NORMAL OPERATING

(FACTORED LOADS)

STOWED

(FACTORED LOADS)

LOAD CASE

40 KLF

52 KLF

19'-9"

66.4K

195.0K

(65.7K)

(83.3K)

MAIN PLATFORM ONLY (LOADED)

WEST TRESTLE (UNLOADED)

14'-0"

8K 32K

14'-0" TO 30'-0"

32K

9'-8"

32'-0" 4'-0"

13.2K 30K 25K 25K

13' TO 19'

48K

4' TO

5.5'

48K

20K

4' TO

5.5'

20K

18' TO 27'

T

O

CRANE OUTRIGGER

FLOAT: 160K MAX

LOAD

TRAVELING AXLE

LOADS

OPERATING LOADS AT MAIN PLATFORM ONLY

(NO OUTRIGGERS ON VAULT COVERS)

7'-4 1/2"

3.8K

31.7K

(12.0K) (8.0K)

LOADED

(UNLOADED)

20'-0" 4'-0"

14K

25K

25K

P

FACE OF

PIER

C

L RAIL

P

P

30° MAX

C

L OF 100 TON BOLLARD

C

L RAIL

PIER

DECK

135°

d. THE FENDER SYSTEM WAS DESIGNED FOR THE VESSELS LISTED ABOVE WITH VERTICAL HULL

PROFILES ONLY. SPECIAL PROVISIONS WILL BE NECESSARY FOR NON-CONFORMING VESSELS.

A

B

C

R E

P L

A C

E U

P G

R A

E

R

O C

T O

B E

R

H V

G

M N

M

C B

S

1 2 3 4

S

C

S

C H

U L Z

E

S T

R U

C T

U R

S

I G

N

C

R I T

E R

D D

D b d b d

6d (3'' MIN) b b

BAR

SIZE

D 1 1/2''

#3

2''

#4

2 1/2''

#5

4 1/2''

#6

5 1/4''

#7 #8

6''

6d (3'' MIN)

90° HOOK 135° HOOK

d

4d OR 2 1/2'' MIN

D

D

D d

D=6d FOR #3 THRU #8

D=8d FOR #9 THRU #11 b b b b d b d b

NOTES:

b

D

90° HOOK

180° HOOK

45° BEND

ABBREVIATIONS AND SYMBOLS

AB ANCHOR BOLT

ABUT ABUTMENT

ACP ASPHALTIC CONCRETE PAVING

ADDL ADDITIONAL

AISC AMERICAN INSTITUTE OF STEEL

CONSTRUCTION

ALT ALTERNATE

APPROX APPROXIMATE

ARCH'L ARCHITECTURAL

ASSY ASSEMBLY

ASTM AMERICAN SOCIETY FOR TESTING

AND MATERIALS

AWS AMERICAN WELDING SOCIETY

BC BEGIN CURVE

BLDG BUILDING

BM BEAM

BOT BOTTOM

BTWN BETWEEN

C CENTERLINE

CCS CLOSED CORROSION SPALL

CG CENTER OF GRAVITY

CIP CAST-IN-PLACE

CJ CONSTRUCTION JOINT

CJP COMPLETE JOINT PENETRATION

GROOVE WELD

CLR CLEAR

COL COLUMN

COMM COMMUNICATIONS

CONC CONCRETE

CONN CONNECTION

CONT CONTINUOUS

CONST CONSTRUCTION

CP CATHODIC PROTECTION

BAR DIAMETER

D MINIMUM BM DEPTH MEASURED

FROM TOP OF CONC ELEVATION

DIA, Ø DIAMETER

DWG DRAWING

DWT DEAD WEIGHT TONNAGE (TONS)

E EXISTING

EA EACH

EC END CURVE

EF EACH FACE

EL ELEVATION

ELEC ELECTRICAL

EMB EMBEDMENT

EQ EQUAL, EQUALLY

EXP JT EXPANSION JOINT

f'c COMPRESSIVE STRENGTH

FED FEDERAL

FH FIRE HYDRANT

FG FINISH GRADE

FPS FEET PER SECOND

FRP FIBER REINFORCED POLYMER

COMPOSITE

FT FEET

GA GAUGE

GALV GALVANIZED

GOVT GOVERNMENT

GR GRADE

HH HANDHOLE

HDPE HIGH DENSITY POLYETHYLENE

H HORIZONTAL

HSS HOLLOW STRUCTURAL SECTION

ID INSIDE DIAMETER

INFO INFORMATION

INV INVERT

J-BOX JUNCTION BOX

JT JOINT

K KIP (1000 LBS)

KLF KIPS (1000 LBS) PER LINEAL FOOT

L STEEL ANGLE

LB(S) POUND(S)

LLH LONG LEG HORIZONTAL

LRFD LOAD RESISTANCE FACTOR

DESIGN

MAINT MAINTENANCE

MAX MAXIMUM

MB MACHINE BOLT

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MLLW MEAN LOWER LOW WATER

MPH MILES PER HOUR

OC ON CENTER

OCS OPEN CORROSION SPALL

OD OUTSIDE DIAMETER

OH OPPOSITE HAND

OPNG OPENING

P PLATE

P/C PRECAST

PGA PEAK GROUND ACCELERATION

PCF POUNDS PER CUBIC FOOT

PS, P/S PRESTRESSED

PSI POUNDS PER SQUARE INCH

PSF POUNDS PER SQUARE FOOT

REINF REINFORCEMENT

REF REFERENCE

REQ'D REQUIRED

SCHED SCHEDULE

SF SQUARE FEET

SHT SHEET

SIM SIMILAR

SPA SPACES

SPEC SPECIFICATION

SS STAINLESS STEEL

STA STATION

STAGG STAGGERED

STD STANDARD

STIFF STIFFENER

STL STEEL

STIR STIRRUP

SWHV STORM WATER FILTER VAULT

SYMM SYMMETRIC

SYS SYSTEM

TEMP TEMPORARY

TG TOP OF GRADE

TN SHORT TON = 2000 LBS

TOC TOP OF CURB

TOR TOP OF RAIL

TYP TYPICAL

T&B TOP AND BOTTOM

UHMW ULTRA-HIGH MOLECULAR WEIGHT

UON UNLESS OTHERWISE NOTED

USACE U.S. ARMY CORPS OF ENGINEERS

W/ WITH

W/O WITHOUT

WP WORK POINT

W BEAM WIDTH, W-SHAPE STEEL

SECTION

YRS YEARS

# NUMBER

d b =

DIAMETER OF BAR

L

L

A

B

C

R E

P L

A C

E U

P G

R A

E

R

O C

T O

B E

R

H V

G

M N

M

C B

S

1 2 3 4

S

C

S

C H

U L Z

E

2" CLEAR MIN BTWN

PARALLEL BARS IN

UPPER AND LOWER

LEVELS, TYP

ADDL TEMPERATURE AND

SHRINKAGE REINF #4 @ 18" OC

MAX EA WAY

DECK SLAB

PER PLAN

DECK REINF

PER PLAN

3"

CLR

LAP SEE SCHED

ON SHEET S-004

STD 90°

HOOK

REINF

PER PLAN

NOTE:

FOR LAP SCHED

SEE

ADDL #5x4'-0" T&B, DIAGONAL REBARS

PIPE

PENETRATION < 12" Ø

ADDL #9x9'-0" T&B

3"

CLR

E

Q

E

Q

3"

CLR

NOTE:

ADD #4 TEMPERATURE AND

SHRINKAGE REINF WHERE COVER

OVER MAIN DECK REINF EXCEEDS

4 INCHES, TYP

PIPE, SEE MECH

1" CLEAR AROUND PIPE UON.

COORDINATE SLEEVE DIA W/

MECH DWGS PRIOR TO

FABRICATION

TOP OF

CONC

1/2" SS

PLATE

STD WEIGHT SS

PIPE SLEEVE

1/4

A1

S-003

DECK SLEEVE DETAIL

SCALE: NONE

A2

S-003, S-142, S-147, S-512, S-515, S-547

TYP ADDITIONAL CRACK CONTROL REINF

SCALE: NONE

B1

S-003

TYP REINFORCING HOOKS

SCALE: NONE

B4

S-003

AT CORNERS AND INTERSECTIONS - UON

SCALE: NONE

C1

S-003

TYP STIRRUP AND HOOKS

SCALE: NONE

B3

S-003

TYP REINF AT PIPE PENETRATION IN CONC DECK

SCALE: NONE

TYP REINF FOR CAPS, BMS, AND CURBS

PLAN VIEW

C3

S-004

S L O

P E

P E

R P

L A

N S

A B

B R

E V

I A

T I O

N

Y P

I C

T

A I L

S

L A

P

S

C H

E D

O

H E

L A

P

S

H

E D

E

DECK REINF PER

FRAMING PLAN

S L

B

R

F R

A M

I N

G

P

L A

N

3" CLR

TYP

2'-0" LAP

DECK SLAB PER

FRAMING PLAN

3" CLR

TYP

A3

S-003, S-510, S-515

TYP EDGE REINFORCEMENT

SCALE: NONE

#6, SPACING

TO MATCH

DECK REINF

EQ EQ

CONC CURB AND RAILING

(WHERE OCCURS PER

DECK PLANS)

NOTE:

THESE DETAILS AND ABBREVIATIONS

APPLY TO THE PIER, WEST TRESTLE,

AND EAST TRESTLE, UON.

E Q

E Q

2"ALL

AROUND

LAP TOP BARS IN

MIDDLE 1/3 SPAN

LAP BOT BARS IN

OUTER 1/3 SPAN

LAP BOT BARS IN

OUTER 1/3 SPAN

NOTES:

1. STAGGER SPLICE LOCATIONS PER SHEET S-001

2. FOR LAP SPLICE LENGTHS, SEE

C3

S-004

SLAB, BM OR

PILE CAP

A

B

C

R E

P L

A C

E U

P G

R A

E

R

O C

T O

B E

R

H V

G

M N

M

C B

S

1 2 3 4

S

C

S

C H

U L Z

E

S-004, S-510, S-511, S-512, S-514

TYP LAP SPLICE DETAIL IN CONC BEAMS AND PILE CAPS

SCALE: NONE

S-004

DECK CONSTRUCTION JOINT

SCALE: NONE

S-004

TYP ANCHOR BOLT INSTALLATION

SCALE: NONE

S-004

CONST JOINT IN CONC BEAMS AND PILE CAPS

SCALE: NONE

S-003, S-004

BAR SPLICE SCHEDULE

SCALE: NONE

T Y

P I C

T

A I L

S

PILE, TYP

NOTE:

THESE DETAILS AND ABBREVIATIONS

APPLY TO THE PIER, WEST TRESTLE,

AND EAST TRESTLE, UON.

A2

S-102

HOUSEKEEPING PAD DETAIL

SCALE: NONE

5" MIN (VARIES)

COORDINATE W/ ARCH

AND MECH DWGS

TOP OF DECK

HOUSEKEEPING

CONC PAD

#4 @ 16" OC EA

WAY AT SLAB C

L

TOP OF PAD ELEV

PER ARCH DWGS

2"

CLR

ROUGHEN TOP OF DECK

SURFACE TO 1/4"

AMPLITUDE PRIOR TO

PLACEMENT OF CONC

C

R E

P

LA

C E

/U P

G R

A D

E P

IE

R

5-

-0

O C

TO

B

E R

, 2

H V

G

M N

M

C B

S

1 2 3 4

/S / C

. S C

H U

LZ

E

PIER GENERAL DECK PLAN

SCALE: 1'' = 40'-0"

OPERATIONS

BUILDING

40' 0' 40' 80'

SCALE: 1''=40'

A1 S-301

SEE SHT G-102

WEST

TRESTLE

TYP

EAST

TRESTLE

S-102 S-103 S-104 S-105 S-106 S-107

P

IE

R G

E N

E R

A L

D E

C K

P

LA

N

NOTE:

MLLW EL 0.00 FT = +1.11 FT NAVD88

WP 3 WP 4

SEE SHT G-102

SEE SHT G-102

WP 2

SEE SHT G-102

WP 1

CONC

CURB

LADDER

PERLIFE RING

PER S-547

M A

TC

H

L

IN

E

S E

E S

-1

'-0

80'-0" 45'-0"25'-0"

1107'-6" TO END OF PIER

2' -6

'-0

'-0

'-0

'-0

'-0

2' -6

7'

-6

'-0

'-0

'-0

'-0

5' -0

CRANE STOP

SEE S-520, OH

OPERATIONS

BUILDING

20'-0"

TYP

18'-6"

5'

-0

'-0

4'-0"

CRANE CABLE

TRENCH

DECK PLAN

SCALE: 1''=10'-0"

'-0

'-0

7' -0

CRANE POWER/

CABLE VAULT

'-0

10'-0" 0'-0'' 10'-0" 20'-0"

SCALE: 1''=10'

62'-0"

FENDER

SYSTEM

PER S-531

TRENCH DRAIN

5'-0"

CORNER

FENDER

PER

FH

CONC CURB

GUARDRAIL

SWFV

NOTES:

1. DENOTES DIRECTION OF DECK

SLOPE FROM HIGH TO LOW.

2. DENOTES FIRE HYDRANT

3. DENOTES STORM WATER FILTER

VAULT, SEE S-553 FOR

STORM WATER FILTER DETAILS.

4. DENOTES SCUPPER, SEE S-547

5. DENOTES TOP OF GRATE ELEVATION

6. DENOTES TOP OF RAIL ELEVATION

7. DENOTES INVERT ELEVATION

8. MLLW EL 0.00 FT = +1.11 FT NAVD88

9. DENOTES CRANE POWER CABLE

TRENCH PER S-511. COORDINATE

DIMENSIONS AND LOCATION WITH

THE CRANE MFR PRIOR TO

CONSTRUCTION.

FH

SWFV

S

TG

INV

TOR

VAULT

COVERS

EXP JT

'-0

S

S

S

S

S

SEWER BASIN AND

EJECTOR PUMP

5' -0

EL 13.50

EL 13.50

A1 S-512

WEST TRESTLE

PER S-111

PULL BOX, SEE

ELEC DWGS AND

SHT S-515, TYP

2'-6"

8'-0"

'-0

EQ EQ

A3 S-402

GROUND TEST

WELL, TYP

11'-0"

A1 S-535

EL 13.60

CRANE STOP

SEE S-520 OH

3' -8

JO

IN

T

EL 13.25 TG

EL 12.61 INV

EL 13.25 TG

EL 12.37 INV

EL 13.43

TRENCH DRAIN

P

IE

R D

E C

K P

LA

N

A

B

C

R E

P

LA

C E

/U P

G R

A D

E P

IE

R

5-

-0

O C

TO

B

E R

, 2

H V

G

M N

M

C B

S

1 2 3 4

/S / C

. S C

H U

LZ

E

C1 S-549

LIFE RING

PER S-547

100-TON BOLLARD

PER S-517, TYP

WP 3

EL 13.58 EL 13.58

EL 13.50

EL 13.68

EL 13.68EL 13.67EL 13.67

EL 13.62

75'-0"

EL 13.50

EL 13.70

6' -6

'-6

'-0

7' -6

155'-6"

8 1/4"

KEY PLAN

NTS

WEST

TRESTLE

(E) EAST

TRESTLE

MAIN PLATFORM

'-0

9'-0"

A1 S-303

B1 S-303

TRENCH DRAIN

FH

LIGHT POLE AND

BASE PLATE PER

ELEC

REMOVABLE TRAFFIC

BOLLARD (5-TOTAL)

PER

DECK STRIPING

PER

'-4

17'-0"

EL 13.55

EL 13.62

EL 13.91EL 13.73EL 13.70

EL 13.70

EL 13.81 EL 13.81

EL 13.70

EL 13.55

EL 13.50

EL 13.91

EL 13.80

EL 13.50

EL 13.91

EL 13.80

EL 13.55

EL 13.70

EL 13.55

S SS S

EL 13.50

EL 13.91

(SEE ARCH'L DWGS FOR BLDG

TOPPING SLAB EL)

EL 13.55

EL 13.55

EL 13.88 EL 13.88

EL 13.68EL 13.68

EL 13.70

SAFETY BARRIER EA

SIDE (3 TOTAL ON

WEST TRESTLE) , TYP

SEE B3

S-549

C4 S-547

C4 S-547

EL 13.75

HOUSEKEEPING PAD PER

COORDINATE THE SIZE AND LOCATION

WITH ELECTRICAL AND MECHANICAL

DRAWINGS PRIOR TO CONSTRUCTION.

SEE SHEET AB101 FOR TOP OF PAD

ELEVATION.

EL 13.73

RESTRICTED

AREA SIGN,

SEE CP111

B1 S-302

22'-0"

LADDER PER

A1 S-547

A1 S-516

WP 2

FIRE ALARM

PULL STATION

PER B3

S-516

B3

CP501

VALVE BOX PER

MECH DWGS

7'-2 3/8"

FACE OF

CRANE STOP

BUMPER, TYP

GROUND TEST WELL

PER ELEC DWGS

AND TYPA3

S-516

EL 13.30

EL 13.28

CRANE RAIL

TOR EL 13.47

CRANE RAIL

TOR EL 13.47

'-0

8'-0"±

A2 S-004

A1 S-546

SIGN

CL

D R

IN

C

R E

P

LA

C E

/U P

G R

A D

E P

IE

R

5-

-0

O C

TO

B

E R

, 2

H V

G

M N

M

C B

S

1 2 3 4

/S / C

. S C

H U

LZ

E

CONC

CURB

'-0

100-TON BOLLARD

PER S-517, TYP

20'-0"

TYP

2' -6

7'

-6

'-0

'-0

'-0

'-0

5' -0

2' -6

7'

-6

'-0

'-0

'-0

'-0

5' -0

'-0

1107'-6"

FH

A1 S-302

FENDER

SYSTEM

PER S-531

A

B

C

R E

P

LA

C E

/U P

G R

A D

E P

IE

R

5-

-0

O C

TO

B

E R

, 2

H V

G

M N

M

C B

S

1 2 3 4

/S / C

. S C

H U

LZ

E

M A

TC

H

L

IN

E

S E

E S

-1

M A

TC

H

L

IN

E

S E

E S

-1

10'-0" 0'-0'' 10'-0" 20'-0"

SCALE: 1''=10'

120 V

ELEC

TRENCH

DRAIN

208 V

ELEC

COMM PW 120 V

ELEC

208 V

ELEC

SWFV

VAULT

COVERS

'-0

'-0

S S

SS

5' -0

60'-0"

TYP

EL 13.50

EL 13.50

A1 S-512

P

IE

R D

E C

K P

LA

N

6'-6"

A3 S-402

B1 S-302

GROUND TEST

WELL, TYP

EL 13.25 TG

EL 12.92 INV

EL 13.25 TG

EL 12.37 INV

TRENCH DRAINTRENCH DRAIN

EL 13.60

LIFE RING

PER S-547

KEY PLAN

NTS

WEST

TRESTLE

(E) EAST

TRESTLE

MAIN PLATFORM

DECK PLAN

SCALE: 1''=10'-0"

GUARDRAIL

CONC CURB

CRANE CABLE

TRENCH 18

'-0

PULL BOX, SEE

ELEC DWGS AND

SHT S-515, TYP

EL 13.30

EL 13.28

GROUND TEST WELL

PER ELEC DWGS

AND TYPA3

S-516CRANE RAIL

TOR EL 13.47

CRANE RAIL

TOR EL 13.47

PIN SOCKET

PIN SOCKET

NOTES:

1. DENOTES DIRECTION OF DECK

SLOPE FROM HIGH TO LOW.

2. DENOTES FIRE HYDRANT

3. DENOTES STORM WATER FILTER

VAULT, SEE S-553 FOR

STORM WATER FILTER DETAILS.

4. DENOTES A 120 VOLT ELECTRICAL

MOUND, SEE S-548

5. DENOTES A 208 VOLT ELECTRICAL

MOUND, SEE S-548

6. DENOTES A COMMUNICATIONS

MOUND, SEE S-548

7. DENOTES A POTABLE WATER

MOUND, SEE S-548

8. DENOTES SCUPPER, SEE S-547

9. DENOTES TOP OF GRATE ELEVATION

10. DENOTES TOP OF RAIL ELEVATION

11. DENOTES INVERT ELEVATION

12. MLLW EL 0.00 FT = +1.11 FT NAVD88

13. DENOTES CRANE PIN SOCKETS PER

S-519. COORDINATE DIMENSIONS

AND LOCATION WITH THE CRANE

MFR PRIOR TO CONSTRUCTION.

14. DENOTES CRANE POWER CABLE

TRENCH PER S-511. COORDINATE

DIMENSIONS AND LOCATION WITH

THE CRANE MFR PRIOR TO

CONSTRUCTION.

FH

120 V

ELEC

208 V

ELEC

COMM

PW

SWFV

S

TG

TOR

INV

16'-0"

D R

A

CL

C

R E

P

LA

C E

/U P

G R

A D

E P

IE

R

5-

-0

O C

TO

B

E R

, 2

H V

G

M N

M

C B

S

1 2 3 4

/S / C

. S C

H U

LZ

E

CONC

CURB

'-0

20'-0"

TYP

2' -6

7'

-6

'-0

'-0

'-0

'-0

5' -0

2' -6

7'

-6

'-0

'-0

'-0

'-0

5' -0

'-0

1107'-6"

FH

60'-0"

TYP

FENDER

SYSTEM

PER S-531

A

B

C

R E

P

LA

C E

/U P

G R

A D

E P

IE

R

5-

-0

O C

TO

B

E R

, 2

H V

G

M N

M

C B

S

1 2 3 4

/S / C

. S C

H U

LZ

E

M A

TC

H

L

IN

E

S E

E S

-1

M A

TC

H

L

IN

E

S E

E S

-1

10'-0" 0'-0'' 10'-0" 20'-0"

SCALE: 1''=10'

A1 S-302

TRENCH DRAIN

SPARE

MOUND

PW 120 V

ELEC

208 V

ELEC

SPARE

MOUND

PW

SWFV

VAULT

COVERS

'-0

'-0

S

S

5' -0

EL 13.50

EL 13.50

A1 S-512

P

IE

R D

E C

K P

LA

N

A3 S-402

1'-6"

B1 S-302

GROUND TEST

WELL, TYP

EQ EQ

80'-0"

EL 13.60

EL 13.25 TG

EL 12.92 INV

EL 13.25 TG

EL 12.37 INV

TRENCH DRAINTRENCH DRAIN

NOTES:

1. DENOTES DIRECTION OF DECK

SLOPE FROM HIGH TO LOW.

2. DENOTES FIRE HYDRANT

3. DENOTES STORM WATER FILTER

VAULT, SEE S-553 FOR

STORM WATER FILTER DETAILS.

4. DENOTES A 120 VOLT ELECTRICAL

MOUND, SEE S-548

5. DENOTES A 208 VOLT ELECTRICAL

MOUND, SEE S-548

6. DENOTES A COMMUNICATIONS

MOUND, SEE S-548

7. DENOTES A POTABLE WATER

MOUND, SEE S-548

8. DENOTES SCUPPER, SEE S-547

9. DENOTES TOP OF GRATE ELEVATION

10. DENOTES TOP OF RAIL ELEVATION

11. DENOTES INVERT ELEVATION

12. MLLW EL 0.00 FT = +1.11 FT NAVD88

13. DENOTES CRANE POWER CABLE

TRENCH PER S-511. COORDINATE

DIMENSIONS AND LOCATION WITH

THE CRANE MFR PRIOR TO

CONSTRUCTION.

FH

120 V

ELEC

208 V

ELEC

COMM

PW

SWFV

S

TG

INV

TOR

100-TON BOLLARD

PER S-517, TYP

LIFE RING

PER S-547

KEY PLAN

NTS

WEST

TRESTLE

(E) EAST

TRESTLE

MAIN PLATFORM

DECK PLAN

SCALE: 1''=10'-0"

GUARDRAIL

CONC CURB

CRANE CABLE

TRENCH

LADDER PER

'-0

PULL BOX, SEE

ELEC DWGS AND

SHT S-515, TYP

FIRE ALARM

PULL STATION

PER B3

S-516

EL 13.30

EL 13.28

GROUND TEST WELL

PER ELEC DWGS

AND TYPA3

S-516 CRANE RAIL

TOR EL 13.47

CRANE RAIL

TOR EL 13.47

LADDER

PER A1

S-547

A1 S-546

CL

D R

C

R E

P

LA

C E

/U P

G R

A D

E P

IE

R

5-

-0

O C

TO

B

E R

, 2

H V

G

M N

M

C B

S

1 2 3 4

/S / C

. S C

H U

LZ

E

CONC

CURB

GUARDRAIL

'-0

20'-0"

TYP

2' -6

7'

-6

'-0

'-0

'-0

'-0

5' -0

2' -6

7'

-6

'-0

'-0

'-0

'-0

5' -0

'-0

1107'-6"

60'-0"

TYP

CONC CURB

CRANE CABLE

TRENCH

A1 S-302

FENDER

SYSTEM

PER S-531

M A

TC

H

L

IN

E

S E

E S

-1

M A

TC

H

L

IN

E

S E

E S

-1

10'-0" 0'-0'' 10'-0" 20'-0"

SCALE: 1''=10'

TRENCH DRAIN

SPARE

MOUND

PW120 V

ELEC

208 V

ELEC

120 V

ELEC

208 V

ELEC

'-0

'-0

S S

S S

5' -0

EL 13.50

EL 13.50

A1 S-512

P

IE

R D

E C

K P

LA

N

NOTES:

1. DENOTES DIRECTION OF DECK

SLOPE FROM HIGH TO LOW.

2. DENOTES FIRE HYDRANT

3. DENOTES A 120 VOLT ELECTRICAL

MOUND, SEE S-548

4. DENOTES A 208 VOLT ELECTRICAL

MOUND, SEE S-548

5. DENOTES A COMMUNICATIONS

MOUND, SEE S-548

6. DENOTES A POTABLE WATER

MOUND, SEE S-548

7. DENOTES SCUPPER, SEE S-547

8. DENOTES TOP OF GRATE ELEVATION

9. DENOTES TOP OF RAIL ELEVATION

10. DENOTES INVERT ELEVATION

11. MLLW EL 0.00 FT = +1.11 FT NAVD88

12. DENOTES CRANE POWER CABLE

TRENCH PER S-511. COORDINATE

DIMENSIONS AND LOCATION WITH

THE CRANE MFR PRIOR TO

CONSTRUCTION.

FH

120 V

ELEC

208 V

ELEC

COMM

PW

S

TG

TOR

INV

A3 S-402

5'-6"

FH

B1 S-302

LIFE RING

PER S-547

EL 13.60

EL 13.25 TG

EL 12.92 INV

TRENCH DRAINTRENCH DRAIN

100-TON BOLLARD

PER S-517, TYP

KEY PLAN

NTS

WEST

TRESTLE

(E) EAST

TRESTLE

MAIN PLATFORM

DECK PLAN

SCALE: 1''=10'-0"

'-0

PULL BOX, SEE

ELEC DWGS AND

SHT S-515, TYP

MINI POWER ZONE,

SEE ELEC DWGS

GROUND TEST WELL

PER ELEC DWGS

AND TYPA3

S-516CRANE RAIL

TOR EL 13.47

CRANE RAIL

TOR EL 13.47

D R

C

R E

P

LA

C E

/U P

G R

A D

E P

IE

R

5-

-0

O C

TO

B

E R

, 2

H V

G

M N

M

C B

S

1 2 3 4

/S / C

. S C

H U

LZ

E

CONC

CURB

'-0

20'-0"

TYP

2' -6

7'

-6

'-0

'-0

'-0

'-0

5' -0

2' -6

7'

-6

'-0

'-0

'-0

'-0

5' -0

'-0

1107'-6"

FH

60'-0"

TYP

A1 S-302

FENDER

SYSTEM

PER S-531

M A

TC

H

L

IN

E

S E

E S

-1

M A

TC

H

L

IN

E

S E

E S

-1

10'-0" 0'-0'' 10'-0" 20'-0"

SCALE: 1''=10'

TRENCH DRAIN

SPARE

MOUND

PW 120 V

ELEC

208 V

ELEC

COMM PW

'-0

'-0

S S

SS

5' -0

EL 13.50

EL 13.50

A1 S-512

P

IE

R D

E C

K P

LA

N

A3 S-4022'-6"

TYP

B1 S-302

B1 S-302

EL 13.60EL 13.60

8'-0"

EQ EQ

EL 13.25 TG

EL 12.92 INV

TRENCH DRAIN TRENCH DRAIN

NOTES:

1. DENOTES DIRECTION OF DECK

SLOPE FROM HIGH TO LOW.

2. DENOTES FIRE HYDRANT

3. DENOTES STORM WATER FILTER

VAULT, SEE S-553 FOR

STORM WATER FILTER DETAILS.

4. DENOTES A 120 VOLT ELECTRICAL

MOUND, SEE S-548

5. DENOTES A 208 VOLT ELECTRICAL

MOUND, SEE S-548

6. DENOTES A COMMUNICATIONS

MOUND, SEE S-548

7. DENOTES A POTABLE WATER

MOUND, SEE S-548

8. DENOTES SCUPPER, SEE S-547

9. DENOTES TOP OF GRATE ELEVATION

10. DENOTES TOP OF RAIL ELEVATION

11. DENOTES INVERT ELEVATION

12. MLLW EL 0.00 FT = +1.11 FT NAVD88

13. DENOTES CRANE POWER CABLE

TRENCH PER S-511. COORDINATE

DIMENSIONS AND LOCATION WITH

THE CRANE MFR PRIOR TO

CONSTRUCTION.

FH

120 V

ELEC

208 V

ELEC

COMM

PW

SWFV

S

TG

TOR

INV

100-TON BOLLARD

PER S-517, TYPLIFE RING

PER S-547

LIFE RING

PER S-547

KEY PLAN

NTS

WEST

TRESTLE

(E) EAST

TRESTLE

MAIN PLATFORM

DECK PLAN

SCALE: 1''=10'-0"

GUARDRAIL

CONC CURB

CRANE CABLE

TRENCH

1'-6"

FH

CRANE RAIL

TOR EL 13.47

LIFE RING

PER S-547

LADDER PER

'-0

'-0

PULL BOX, SEE

ELEC DWGS AND

SHT S-515, TYP

FIRE ALARM

PULL STATION

PER B3

S-516

SWFV

VAULT

COVERS

EL 13.25 TG

EL 12.37 INV

EL 13.30

EL 13.28

GROUND TEST WELL

PER ELEC DWGS

AND TYPA3

S-516

CRANE RAIL

TOR EL 13.47

LADDER

PER A1

S-547

A1 S-546

D R

A

C

R E

P L

A C

E U

P G

R A

E

R

O C

T O

B E

R

H V

G

M N

M

C B

S

1 2 3 4

S

C

S

C H

U L Z

E

CONC

CURB

GUARDRAIL

20'-0"

TYP

60'-0"

TYP

CONC CURB

35'-0" 15'-0"

CRANE

STOP

SEE S-520

1107'-6" TO START OF PIER

CRANE CABLE

TRENCH

A1

S-302

CORNER FENDER

PER

FENDER

SYSTEM

PER S-531

M A

T C

H

L

I N

E

S

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

20'-0"

SCALE: 1''=10'

2'-6"

6'-10

B1

S-302

TRENCH

DRAIN

120 V

ELEC

208 V

ELEC

VALLEY

EXP JT

S

EL 13.50

EL 13.50

A1

S-512

EL 13.50

TOP OF CONC

EAST TRESTLE

PER SR103

P I E

R

D

E C

K

P

L A

N

EXIST FENDER

SYSTEM

EXIST TIMBER

FENDER PILES

PER SR103

FH

A3

S-402

2'-6"

GROUND TEST

WELL, TYP

LIFE RING

PER S-547

LIFE RING

PER S-547

1'-0"

EL 13.60

EQ EQ

CRANE

STOP

SEE S-520

S

2'-6

JO

IN

T

PIN SOCKET

PIN SOCKET

8'-0"

B1

S-535

EL 13.25 TG

EL 12.61 INV

TRENCH DRAIN TRENCH DRAIN

NOTES:

1. DENOTES DIRECTION OF DECK

SLOPE FROM HIGH TO LOW.

2. DENOTES FIRE HYDRANT

3. DENOTES STORM WATER FILTER

VAULT, SEE S-553 FOR

STORM WATER FILTER DETAILS.

3. DENOTES A 120 VOLT ELECTRICAL

MOUND, SEE S-548

4. DENOTES A 208 VOLT ELECTRICAL

MOUND, SEE S-548

5. DENOTES SCUPPER, SEE S-547

6. DENOTES TOP OF GRATE ELEVATION

7. DENOTES TOP OF RAIL ELEVATION

8. DENOTES INVERT ELEVATION

9. MLLW EL 0.00 FT = +1.11 FT NAVD88

10. DENOTES CRANE PIN SOCKETS PER

S-519. COORDINATE DIMENSIONS

AND LOCATION WITH THE CRANE

MFR PRIOR TO CONSTRUCTION.

11. DENOTES CRANE POWER CABLE

TRENCH PER S-511. COORDINATE

DIMENSIONS AND LOCATION WITH

THE CRANE MFR PRIOR TO

CONSTRUCTION.

FH

SWFV

S

TG

TOR

120 V

ELEC

208 V

ELEC

INV

EL 13.50

TOP OF CONC

100-TON BOLLARD

PER S-517, TYP

C1

S-550

WP4

5'-6

KEY PLAN

NTS

WEST

TRESTLE

(E) EAST

TRESTLE

MAIN PLATFORM

DECK PLAN

SCALE: 1''=10'-0"

SAFETY BARRIER EA

SIDE (2 TOTAL ON

EAST TRESTLE)

SEE

PULL BOX, SEE

ELEC DWGS AND

SHT S-515, TYP

LADDER PER

FIRE ALARM

PULL STATION

PER

B3

S-516

C4

S-550

SWFV

VAULT

COVERS

EL 13.25 TG

EL 12.37 INV

EL 13.30

EL 13.28

GROUND TEST WELL

PER ELEC DWGS

AND TYP

A3

S-516

CRANE RAIL

TOR EL 13.47

CRANE RAIL

TOR EL 13.47

FACE OF

CRANE STOP

BUMPER

2'-9 5/8"

2'-9 5/8"

FACE OF CRANE STOP

BUMPER AND END OF

CRANE CABLE TRENCH

4'-0"

LADDER

PER

A1

S-547

A1

S-546

D R

A I N

C

L

C

L

COORDINATE W/

CRANE MFR AND

ELEC

E

E

E

E

E

E

E

A

B

C

1 2 3 4

R E

P L

A C

E U

P G

R A

E

R

O C

T O

B E

R

10' 0 10'

20'

SCALE: 1"=10'

DECK PLAN

SCALE: 1" = 10'

(ABUTMENT)

N

W

WP 1

STA 10+00

MATCH LINE STA 11+20.00 (THIS SHEET)

1. SEE SHEET S-312 FOR PROFILE.

2. MLLW EL 0.00 FT = +1.11 FT NAVD 88.

3. STATIONS SHOWN ON THIS SHEET ARE FOR

THE WEST TRESTLE ONLY.

4. SEE SHEET G-102 FOR WORK POINT

LOCATIONS.

5. GUARDRAILS AND HANDRAILS NOT SHOWN

FOR CLARITY.

6. UTILITY PIPES NOT SHOWN FOR CLARITY. SEE

TYPICAL SECTION ON SHEET S-311.

7. PROVIDE PAVEMENT STRIPING ALONG

CENTERLINE OF ROADWAY FROM STA 10+00 TO

STA 12+75 PER "DETAIL 21" ON SHEET C-506.

SEE SHEET C-401

FOR APPROACH PLAN

B1

S-311

STRUCTURE

APPROACH SLAB,

SEE SHEET S-558

FOR DETAILS

NOTES:

TYP

UON

A

B

C

1 2 3 4

R E

P L

A C

E U

P G

R A

E

R

O C

T O

B E

R

W

H

I

R

A

D

G A

P

FOR CONTINUATION

SEE MAIN PLATFORM

SHEET S-102

WP 2

STA 12+79.08

C

S

MATCH LINE STA 11+20.00 (THIS SHEET)

N

W

C TRESTLE

L

ANGLE POINT

STA 10+34.08

OFFSET 14.00' RT

18'-0"

A1

S-311

C TRESTLE

L

KEY PLAN

NTS

WEST

TRESTLE

(E) EAST

TRESTLE

MAIN PLATFORM

A B C D

A B C D

FIRE HYDRANT

PLATFORM, SEE &

40'-0"

TYP UON

44'-0"

WALKWAY

CURB

EL 12.30'

EL 13.50' , TYP UON

EL 12.22'

EL 12.21'

STA 12+72.89

EL 13.50'

STA 12+76.17

EL 13.50'

ROCK SLOPE PROTECTION

SEE SHEET C-401

LIGHT POLE, TYP

FOR LOCATION

SEE SHEET E-103

C ROADWAY, SEE NOTE 7

L

C ROADWAY, SEE NOTE 7

L

EL 13.50'

EL 13.50'

T Y

P

T Y

P

STA 10+33.08

EL 13.50'

TYP UON

EL 13.50'

TOP OF

ROADWAY,

TYP UON

EL 13.50'

TOP OF

ROADWAY,

TYP UON

EL 13.42'

TOP OF GRATE,

TYP UON

DRAIN BASIN, TYP

SEE SHEET S-581

EL 14.17' TOC

EL 14.17' TOC

EL 14.17' TOC

A3

S-578

STA 12+59.39

EL 14.17' TOC

EL 14.17' TOW

EL 13.50' TOW

EL 14.17' TOC

CURB

EL 12.96' TOW

EL 12.97' TOC

EL 13.50' , TYP UON

EL 14.17' TOW

EL 13.50'

B1

S-312

B1

S-312

A1

S-579

SEE

B1

S-572

B2

S-579

DRAINAGE PATTERN SHOWN

IS TYPICAL BETWEEN BENTS &2 9

C

R E

P L

A C

E U

P G

R A

E

R

O C

T O

B E

R

H V

G

M N

M

C B

S

1 2 3 4

S

C

S

C H

U L Z

E

PIER GENERAL PILE PLAN

SCALE: 1'' = 40'-0"

40' 0' 40'

80'

SCALE: 1''=40'

A1

S-301

PILE SCHEDULE

ROW

MIN TIP EL

(MLLW)

PILE SIZE

PB.4

PC

PB.7

PE

PF

PG

PH

PJ

-75'

-85'

-85'

-85'

-75'

-75'

-75'

-75'

-75'

24" OCTAGONAL

24" OCTAGONAL

24" OCTAGONAL

24" OCTAGONAL

24" OCTAGONAL

24" OCTAGONAL

24" OCTAGONAL

24" OCTAGONAL

24" OCTAGONAL

NOTES:

1. MLLW EL 0.00 FT = +1.11 FT NAV88

2. FOR GENERAL NOTES, TYPICAL

DETAILS, AND ABBREVIATIONS

SEE S-001 TO S-004

3. FOR PILE-TO-CAP CONNECTION

DETAILS SEE S-502

4. DENOTES 24" OCTAGONAL

CONC PILE PER S-501

5. DENOTES TEST PILE

6. DENOTES SALVAGED 16" SQUARE

CONC FENDER PILE PER S-536

7. DENOTES 16" ADDITIONAL SQUARE

CONC FENDER PILE PER S-536

PB -75' 24" OCTAGONAL

PA -75' 24" OCTAGONAL

WEST

TRESTLE

SEE S-131

(E) EAST

TRESTLE

S-122 S-123 S-124 S-125 S-126 S-127

TYP

P I E

R

G

E N

E R

L

E

P

L A

N

PK

PF.5

-75' 24" OCTAGONAL

ULTIMATE GEOTECHNICAL

COMPRESSIVE CAPACITY

(KIPS)

PD

-85' 24" OCTAGONAL 1200

RELOCATION OF THE TEST PILES TO ALTERNATE LOCATION IS

ACCEPTABLE, SUBJECT TO CONTRACTING OFFICER'S REVIEW AND

APPROVAL. PROPOSED ALTERNATE TEST PILE LOCATIONS SHALL

NOT BE MORE THAN 35 FT AWAY FROM THE TEST PILE LOCATIONS

SHOWN IN THE PLANS AND SHALL BE WITHIN THE FOOTPRINT OF

THE PROPOSED PIER AND TRESTLE. CONTRACTOR SHALL BE

RESPONSIBLE FOR ALL ASSOCIATED IMPACTS, INCLUDING BUT

NOT LIMITED TO COST, SCHEDULE, AND PERMITS.

8.

C

R E

P L

A C

E U

P G

R A

E

R

O C

T O

B E

R

H V

G

M N

M

C B

S

1 2 3 4

S

C

S

C H

U L Z

E

1107'-6" TO END OF PIER

155'-6"

5'-0"

20'-0"

TYP

10'-0" 10'-0"

M A

T C

H

L

I N

E

S

10'-0"

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

PILES @ 16'-0" OC ON LINES AND

8'-0"

TYP

10'-0"

PE PF

WEST TRESTLE

PER S-131

P I E

R

P

I L

E

P

L A

N

NOTES:

1. FOR GENERAL NOTES, TYPICAL

DETAILS, AND ABBREVIATIONS

SEE S-001 TO S-004

2. FOR PILE-TO-CAP AND

PILE-TO-SLAB CONN DETAILS

SEE S-502

3. FOR PILE TIP ELEVATIONS SEE

SCHEDULE ON S-121

4. DENOTES 24" OCTAGONAL

CONC PILE PER S-501

5. DENOTES TEST PILE

6. DENOTES SALVAGED 16"

SQUARE CONC FENDER PILE

PER S-536

7. DENOTES ADDITIONAL 16"

SQUARE CONC FENDER PILE

PER S-536

4'-6"

16 SPA @ 8'-0" = 128'-0" LINES TO

PILE PLAN

SCALE: 1''=10'-0"

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

20'-0"

SCALE: 1''=10'

KEY PLAN

NTS

WEST

TRESTLE

(E) EAST

TRESTLE

MAIN PLATFORM

A1

S-303

B1

S-303

2'-6"20'-0"5'-0"

PILES @ 8'-0" OC ON LINES TO

PD PF

PILES @ 8'-0" OC ON LINE

PD

PA PC

B1

S-302

7'-0"

C

R E

P L

A C

E U

P G

R A

E

R

O C

T O

B E

R

H V

G

M N

M

C B

S

1 2 3 4

S

C

S

C H

U L Z

E

1107'-6"

A

B

C

R E

P L

A C

E U

P G

R A

E

R

O C

T O

B E

R

H V

G

M N

M

C B

S

1 2 3 4

S

C

S

C H

U L Z

E

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

20'-0"

SCALE: 1''=10'

M A

T C

H

L

I N

E

S

M A

T C

H

L

I N

E

S

20'-0"

TYP

10'-0" 10'-0"

PILES @ 8'-0" OC ON LINES TO

PD PF

P I E

R

P

I L

E

P

L A

N

NOTES:

1. FOR GENERAL NOTES, TYPICAL

DETAILS, AND ABBREVIATIONS

SEE S-001 TO S-004

2. FOR PILE-TO-CAP AND

PILE-TO-SLAB CONN DETAILS

SEE S-502

3. FOR PILE TIP ELEVATIONS SEE

SCHEDULE ON S-121

4. DENOTES 24" OCTAGONAL

CONC PILE PER S-501

5. DENOTES TEST PILE

6. DENOTES SALVAGED 16"

SQUARE CONC FENDER PILE

PER S-536

8'-0"

TYP

7'-0"

A1

S-302

8'-6"

KEY PLAN

NTS

WEST

TRESTLE

(E) EAST

TRESTLE

MAIN PLATFORM

PILE PLAN

SCALE: 1''=10'-0"

B1

S-302

C

R E

P L

A C

E U

P G

R A

E

R

O C

T O

B E

R

H V

G

M N

M

C B

S

1 2 3 4

S

C

S

C H

U L Z

E

1107'-6"

A

B

C

R E

P L

A C

E U

P G

R A

E

R

O C

T O

B E

R

H V

G

M N

M

C B

S

1 2 3 4

S

C

S

C H

U L Z

E

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

20'-0"

SCALE: 1''=10'

M A

T C

H

L

I N

E

S

M A

T C

H

L

I N

E

S

20'-0"

TYP

10'-0" 10'-0"

PILES @ 8'-0" OC ON LINES TO

PD PF

P I E

R

P

I L

E

P

L A

N

NOTES:

1. FOR GENERAL NOTES, TYPICAL

DETAILS, AND ABBREVIATIONS

SEE S-001 TO S-004

2. FOR PILE-TO-CAP AND

PILE-TO-SLAB CONN DETAILS

SEE S-502

3. FOR PILE TIP ELEVATIONS SEE

SCHEDULE ON S-121

4. DENOTES 24" OCTAGONAL

CONC PILE PER S-501

5. DENOTES TEST PILE

6. DENOTES SALVAGED 16"

SQUARE CONC FENDER PILE

PER S-536

8'-0"

TYP

7'-0" 6"

A1

S-302

KEY PLAN

NTS

WEST

TRESTLE

(E) EAST

TRESTLE

MAIN PLATFORM

PILE PLAN

SCALE: 1''=10'-0"

C

R E

P L

A C

E U

P G

R A

E

R

O C

T O

B E

R

H V

G

M N

M

C B

S

1 2 3 4

S

C

S

C H

U L Z

E

1107'-6"

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

20'-0"

SCALE: 1''=10'

M A

T C

H

L

I N

E

S

M A

T C

H

L

I N

E

S

20'-0"

TYP

10'-0" 10'-0"

8'-0"

TYP

PILES @ 8'-0" OC ON LINES TO

PD PF

P I E

R

P

I L

E

P

L A

N

NOTES:

1. FOR GENERAL NOTES, TYPICAL

DETAILS, AND ABBREVIATIONS

SEE S-001 TO S-004

2. FOR PILE-TO-CAP AND

PILE-TO-SLAB CONN DETAILS

SEE S-502

3. FOR PILE TIP ELEVATIONS SEE

SCHEDULE ON S-121

4. DENOTES 24" OCTAGONAL

CONC PILE PER S-501

5. DENOTES TEST PILE

6. DENOTES SALVAGED 16"

SQUARE CONC FENDER PILE

PER S-536

3'-6" 3'-6"

A1

S-302

KEY PLAN

NTS

WEST

TRESTLE

(E) EAST

TRESTLE

MAIN PLATFORM

PILE PLAN

SCALE: 1''=10'-0"

C

R E

P L

A C

E U

P G

R A

E

R

O C

T O

B E

R

H V

G

M N

M

C B

S

1 2 3 4

S

C

S

C H

U L Z

E

1107'-6"

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

20'-0"

SCALE: 1''=10'

M A

T C

H

L

I N

E

S

M A

T C

H

L

I N

E

S

20'-0"

TYP

10'-0" 10'-0"

8'-0"

TYP

PILES @ 8'-0" OC ON LINES TO

PD PF

P I E

R

P

I L

E

P

L A

N

NOTES:

1. FOR GENERAL NOTES, TYPICAL

DETAILS, AND ABBREVIATIONS

SEE S-001 TO S-004

2. FOR PILE-TO-CAP AND

PILE-TO-SLAB CONN DETAILS

SEE S-502

3. FOR PILE TIP ELEVATIONS SEE

SCHEDULE ON S-121

4. DENOTES 24" OCTAGONAL

CONC PILE PER S-501

5. DENOTES TEST PILE

6. DENOTES SALVAGED 16"

SQUARE CONC FENDER PILE

PER S-536

6" 7'-0"

7'-0"

A1

S-302

4'-6"

KEY PLAN

NTS

WEST

TRESTLE

(E) EAST

TRESTLE

MAIN PLATFORM

PILE PLAN

SCALE: 1''=10'-0"

B1

S-302

C

R E

P L

A C

E U

P G

R A

E

R

O C

T O

B E

R

H V

G

M N

M

C B

S

1 2 3 4

S

C

S

C H

U L Z

E

1107'-6" TO START OF PIER

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

20'-0"

SCALE: 1''=10'

2'-6"

6'-10

M A

T C

H

L

I N

E

S

20'-0"

TYP

10'-0" 10'-0"

8'-0"

TYP

PF.5

EAST TRESTLE

PER SR103

10'-0" 10'-0"

P I E

R

P

I L

E

P

L A

N

EXIST CONC FENDER

PILES PER SR103

EXIST TIMBER

FENDER PILES

PER SR103

20'-0"

TYP

7'-0" 4'-6"

NOTES:

1. FOR GENERAL NOTES, TYPICAL

DETAILS, AND ABBREVIATIONS

SEE S-001 TO S-004

2. FOR PILE-TO-CAP AND

PILE-TO-SLAB CONN DETAILS

SEE S-502

3. FOR PILE TIP ELEVATIONS SEE

SCHEDULE ON S-121

4. DENOTES 24" OCTAGONAL

CONC PILE PER S-501

5. DENOTES TEST PILE

6. DENOTES SALVAGED 16"

SQUARE CONC FENDER PILE

PER S-536

7. DENOTES ADDITIONAL 16"

SQUARE CONC FENDER PILE

PER S-536

A1

S-302

KEY PLAN

NTS

WEST

TRESTLE

(E) EAST

TRESTLE

MAIN PLATFORM

PILE PLAN

SCALE: 1''=10'-0"

PILES @ 8'-0" OC ON LINES TO

PD PF

PILES @ 8'-0" OC ON LINE

8'-0"

A

B

C

1 2 3 4

R E

P L

A C

E U

P G

R A

E

R

O C

T O

B E

R

PILE PLAN

SCALE: 1" = 10'

WP 1

STA 10+00

MATCH LINE STA 11+20.00 (THIS SHEET)

FOR ABUTMENT

PILE PLAN SEE

A

B

C

1 2 3 4

R E

P L

A C

E U

P G

R A

E

R

O C

T O

B E

R

W

H

I

A

D

FOR CONTINUATION

SEE MAIN PLATFORM

SHEET S-122

WP 2

STA 12+79.08

MATCH LINE STA 11+20.00 (THIS SHEET)

C TRESTLE

L

(0

1. ALL PILES ARE 24" OCTAGONAL PRECAST / PRESTRESSED

CONCRETE PILES, SEE SHEETS S-501 & S-502 FOR PILE

DETAILS.

2. THE HIGHEST ALLOWABLE PILE TIP ELEVATION SHALL BE

-70FT. THE ULTIMATE GEOTECHNICAL COMPRESSIVE PILE

CAPACITY SHALL BE 750 KIPS.

3. MLLW EL 0.00 FT = +1.11 FT NAVD 88.

4. SEE SHEET G-102 FOR WORK POINT LOCATION.

5. STATIONS SHOWN ON THIS SHEET ARE FOR THE WEST

TRESTLE ONLY.

6. PRODUCTION PILES AT ABUTMENT SHALL BE INSTALLED

AFTER SURCHARGE PERIOD IS COMPLETE, SEE SHEET C-102.

7. RELOCATION OF THE TEST PILE TO ALTERNATE LOCATION IS

ACCEPTABLE, SUBJECT TO CONTRACTING OFFICER'S REVIEW

AND APPROVAL. PROPOSED ALTERNATE TEST PILE LOCATION

SHALL NOT BE MORE THAN 35 FT AWAY FORM THE TEST PILE

LOCATION SHOWN ON THE PLAN AND SHALL BE WITHIN THE

FOOTPRINT OF THE WEST TRESTLE. CONTRACTOR SHALL BE

RESPONSIBLE FOR ALL ASSOCIATED IMPACTS, INCLUDING

BUT NOT LIMITED TO COST, SCHEDULE AND PERMITS.

8. TEST PILE DRIVEN AT THE WEST TRESTLE ABUTMENT SHALL

BE REDRIVEN AT LEAST 6 INCHES AFTER COMPLETION OF

THE SURCHARGE PERIOD.

VERTICAL PILE

BATTERED PILE 1H:3V IN

DIRECTION OF ARROW

DENOTES TEST PILE

NOTES:

LEGEND

11'-0"

TYP

UON

5'-6"

TYP

UON

S 80°17'56" W

11'-0"

TYP

UON

5'-6"

TYP

UON

S 80°17'56" W

TYP ALL BENTS

STA 10+34.08

STA 10+69.08

STA 11+04.08

STA 11+39.08

STA 11+74.08

STA 12+09.08

STA 12+44.08

24" OCTAGONAL PILE,

TYP

8'-2" 12'-4"

4'-2"

L

10' 0 10'

20'

SCALE: 1"=10'

KEY PLAN

NTS

WEST

TRESTLE

(E) EAST

TRESTLE

MAIN PLATFORM

(ABUTMENT)

A B C D

A B C D

12'-4"

C TRESTLE

C1

S-405

SEE NOTES 7 & 8

C

R E

P

LA

C E

/U P

G R

A D

E P

IE

R

5-

-0

O C

TO

B

E R

, 2

H V

G

M N

M

C B

S

1 2 3 4

/S / C

. S C

H U

LZ

E

PIER GENERAL FRAMING PLAN

SCALE: 1'' = 40'-0"

40' 0' 40' 80'

SCALE: 1''=40'

A1 S-301

NOTE:

1. FOR GENERAL NOTES, TYPICAL

DETAILS, AND ABBREVIATIONS,

SEE SHEETS S-001 TO S-004

WEST TRESTLE

SEE SHT S-151

EAST TRESTLE

SEE SR SHEETS

S-142 S-143 S-144 S-145 S-146 S-147

TYP

P

IE

R G

E N

E R

A L

FR

A

M

IN

G P

LA

C

R E

P

LA

C E

/U P

G R

A D

E P

IE

R

5-

-0

O C

TO

B

E R

, 2

H V

G

M N

M

C B

S

1 2 3 4

/S / C

. S C

H U

LZ

E

'-0

1107'-6" TO END OF PIER

2'-6"

7' -6

'-0

'-0

'-0

'-0

'-0

2'-6"

7' -6

'-0

'-0

'-0

'-0

5' -0

WEST TRESTLE

PER S-151

5'

-0

FRAMING PLAN

SCALE: 1''=10'-0"

'-0

'-0

7' -0

155'-6"

5'-0"

NOTES:

1. DENOTES STORM WATER FILTER

VAULT, SEE S-553 FOR STORM

WATER FILTER DETAILS.

2. FOR GENERAL NOTES, TYP

DETAILS, AND ABBREVIATIONS,

SEE S-001 TO S-004

3. FOR ADDITIONAL TEMPERATURE

AND SHRINKAGE REINF AT DECK

SLOPE, SEE

4. DENOTES 24" OCTAGONAL

CONC PILE PER S-501

5. DENOTES SALVAGED 16" SQ CONC

FENDER PILE PER S-536

6. DENOTES 16" SQUARE CONC

FENDER PILE PER S-536

7. CONTRACTOR SHALL COORDINATE

THE LOCATION, NUMBER AND TYPE

OF PIPE SUPPORTS WITH

MECHANICAL DRAWINGS PRIOR TO

FABRICATION.

8. CONTRACTOR SHALL COORDINATE

ALL DECK PIPE PENETRATIONS

(SIZE AND LOCATION) WITH

MECHANICAL DRAWINGS. PIPE

PENETRATIONS THROUGH BEAMS

ARE NOT ALLOWED. DECK SLEEVE

DETAIL PER

9. COORDINATE ELECTRICAL

PULLBOX AND GROUND TEST WELL

LOCATIONS WITH ELEC DWGS.

10. SEE ELECTRICAL DRAWINGS FOR

SIZE, NUMBER, AND LOCATION OF

EMBEDDED CONDUIT.

11. CONTRACTOR SHALL COORDINATE

PLACEMENT OF THE DECK

REINFORCING STEEL WITH THE

BUILDING HOLDOWNS AND COLUMN

BASE PLATE ANCHORS. THE

ANCHORS NEED TO BE SECURED IN

PLACE PRIOR TO CONCRETE

PLACEMENT.

SWFV

A2 S-003

A1 S-003

'-0

85'-0"

'-0

TRENCH

DRAIN

TYP @

BOLLARDS

'-0

A1 S-513

4'-0" D x5'-0" W CIP

CONC PILE CAP

TYP

B1 S-517

P

IE

R F

R A

M

IN

G P

LA

N

M A

TC

H

L

IN

E

S E

E S

-1

12'-0"

A1 S-401

'-0

C3 S-402

'-0

#9

" O

C T

O P

#9

" O

C B

O T

#9 @ 8" OC TOP

#9 @ 8" OC BOT

CIP CONC SLAB, TYP

THICKNESS VARIES,

2" MIN

10'-0" 0'-0'' 10'-0" 20'-0"

SCALE: 1''=10'

8 1/4"

KEY PLAN

NTS

WEST

TRESTLE

(E) EAST

TRESTLE

MAIN PLATFORM

A1 S-303

B1 S-303

OPS BLDG

OUTLINE

A1 S-510

PULLBOX

PER

TYP

B1 S-515

A1 S-402

#9

" O

C T

O P

#9

" O

C B

O T

TYP @

TRENCH

DRAIN

A1 S-512

4'-0" D x 5'-0" W CIP

CONC PILE CAP

#9 @ 8" OC TOP

#9 @ 8" OC BOT

#9 @ 8" OC TOP

#9 @ 8" OC BOT

#9

" O

C T

O P

#9

" O

C B

O T

B1 S-302

PIPE SUPPORT @

14'-0" OC, SEE

A1 S-551

PIPE SUPPORT @

14'-0" OC MAX, SEE A2

S-551

A3 S-513

'-0

A1 S-514

A3 S-510

SIM-W/O

GUARDRAIL

VALVE BOX PER

MECH DWGS

GROUND TEST WELL

PER TYPA3

S-516

CRANE STOP

SEE S-520, OH

CRANE STOP

SEE S-520 OH

SAFETY BARRIER EA

SIDE (3 TOTAL ON

WEST TRESTLE) , TYP

SEE B3

S-549

7'-2 3/8"

FACE OF

CRANE STOP

BUMPER, TYP

C

R E

P

LA

C E

/U P

G R

A D

E P

IE

R

5-

-0

O C

TO

B

E R

, 2

H V

G

M N

M

C B

S

1 2 3 4

/S / C

. S C

H U

LZ

E

'-0

2' -6

7'

-6

'-0

'-0

'-0

'-0

5' -0

2' -6

7'

-6

'-0

'-0

'-0

'-0

5' -0

'-0

1107'-6"

A1 S-302

A

B

C

R E

P

LA

C E

/U P

G R

A D

E P

IE

R

5-

-0

O C

TO

B

E R

, 2

H V

G

M N

M

C B

S

1 2 3 4

/S / C

. S C

H U

LZ

E

10'-0" 0'-0'' 10'-0" 20'-0"

SCALE: 1''=10'

NOTES:

1. DENOTES STORM WATER FILTER

VAULT, SEE S-553 FOR STORM

WATER FILTER DETAILS.

2. FOR GENERAL NOTES, TYP

DETAILS, AND ABBREVIATIONS,

SEE S-001 TO S-004

3. FOR ADDITIONAL TEMPERATURE

AND SHRINKAGE REINF AT DECK

SLOPE, SEE

4. DENOTES 24" OCTAGONAL

CONC PILE PER S-501

5. DENOTES SALVAGED 16" SQ CONC

FENDER PILE PER S-536

6. CONTRACTOR SHALL COORDINATE

THE LOCATION, NUMBER AND TYPE

OF PIPE SUPPORTS WITH

MECHANICAL DRAWINGS PRIOR TO

FABRICATION.

7. CONTRACTOR SHALL COORDINATE

ALL DECK PIPE PENETRATIONS

(SIZE AND LOCATION) WITH

MECHANICAL DRAWINGS. PIPE

PENETRATIONS THROUGH BEAMS

ARE NOT ALLOWED. DECK SLEEVE

DETAIL PER

8. COORDINATE ELECTRICAL

PULLBOX AND GROUND TEST WELL

LOCATIONS WITH ELEC DWGS.

9. SEE ELECTRICAL DRAWINGS FOR

SIZE, NUMBER, AND LOCATION OF

EMBEDDED CONDUIT.

SWFV

A2 S-003

A1 S-003

20'-0"

TYP

M A

TC

H

L

IN

E

S E

E S

-1

M A

TC

H

L

IN

E

S E

E S

-1

TRENCH DRAIN

CRANE CABLE

TRENCH

4'-0" D x 5'-0" W CIP

CONC PILE CAP

TYP @

BOLLARDS

'-0

'-0

FOR UTILITY

HOODS, SEE

TYP

C1 S-548

TYP

B1 S-517

TYP

P

IE

R F

R A

M

IN

G P

LA

N

C3 S-402

#9 @ 8" OC TOP

#9 @ 8" OC BOT

#9

" O

C T

O P

#9

" O

C B

O T A1

S-512

4'-0" D x 5'-0" W CIP

CONC PILE CAP

CIP CONC SLAB, TYP

THICKNESS VARIES,

2" MIN

KEY PLAN

NTS

WEST

TRESTLE

(E) EAST

TRESTLE

MAIN PLATFORM

FRAMING PLAN

SCALE: 1''=10'-0"

A1 S-402

PULLBOX

PER

TYP

B1 S-515

B1 S-302

PIPE SUPPORT @

14'-0" OC, SEE

A1 S-551

PIPE SUPPORT @

16'-0" OC, SEE

A1 S-511

A1 S-510

'-0

B1 S-552

GROUND TEST WELL

PER TYPA3

S-516

PIN

SOCKET

PIN

SOCKET

16'-0"

C

R E

P

LA

C E

/U P

G R

A D

E P

IE

R

5-

-0

O C

TO

B

E R

, 2

H V

G

M N

M

C B

S

1 2 3 4

/S / C

. S C

H U

LZ

E

'-0

2' -6

7'

-6

'-0

'-0

'-0

'-0

5' -0

2' -6

7'

-6

'-0

'-0

'-0

'-0

5' -0

'-0

1107'-6"

A1 S-302

A

B

C

R E

P

LA

C E

/U P

G R

A D

E P

IE

R

5-

-0

O C

TO

B

E R

, 2

H V

G

M N

M

C B

S

1 2 3 4

/S / C

. S C

H U

LZ

E

10'-0" 0'-0'' 10'-0" 20'-0"

SCALE: 1''=10'

NOTES:

1. DENOTES STORM WATER FILTER

VAULT, SEE S-553 FOR STORM

WATER FILTER DETAILS.

2. FOR GENERAL NOTES, TYP

DETAILS, AND ABBREVIATIONS,

SEE S-001 TO S-004

3. FOR ADDITIONAL TEMPERATURE

AND SHRINKAGE REINF AT DECK

SLOPE, SEE

4. DENOTES 24" OCTAGONAL

CONC PILE PER S-501

5. DENOTES SALVAGED 16" SQ CONC

FENDER PILE PER S-536

6. CONTRACTOR SHALL COORDINATE

THE LOCATION, NUMBER AND TYPE

OF PIPE SUPPORTS WITH

MECHANICAL DRAWINGS PRIOR TO

FABRICATION.

7. CONTRACTOR SHALL COORDINATE

ALL DECK PIPE PENETRATIONS

(SIZE AND LOCATION) WITH

MECHANICAL DRAWINGS. PIPE

PENETRATIONS THROUGH BEAMS

ARE NOT ALLOWED. DECK SLEEVE

DETAIL PER

8. COORDINATE ELECTRICAL

PULLBOX AND GROUND TEST WELL

LOCATIONS WITH ELEC DWGS.

9. SEE ELECTRICAL DRAWINGS FOR

SIZE, NUMBER, AND LOCATION OF

EMBEDDED CONDUIT.

SWFV

A2 S-003

A1 S-003

20'-0"

TYP

M A

TC

H

L

IN

E

S E

E S

-1

M A

TC

H

L

IN

E

S E

E S

-1

CRANE CABLE

TRENCH

4'-0" D x 5'-0" W CIP

CONC PILE CAP

TYP @

BOLLARDS

'-0

'-0

TRENCH DRAIN

FOR UTILITY

HOODS SEE

TYP

C1 S-548

B1 S-517

TYP

TYP

P

IE

R F

R A

M

IN

G P

LA

N

C3 S-402

A1 S-512

#9 @ 8" OC TOP

#9 @ 8" OC BOT

#9

" O

C T

O P

#9

" O

C B

O T

4'-0" D x 5'-0" W CIP

CONC PILE CAP

CIP CONC SLAB, TYP

THICKNESS VARIES,

2" MIN

KEY PLAN

NTS

WEST

TRESTLE

(E) EAST

TRESTLE

MAIN PLATFORM

FRAMING PLAN

SCALE: 1''=10'-0"

PULLBOX

PER

TYP

B1 S-515

A1 S-402

B1 S-302

PIPE SUPPORT @

16'-0" OC, SEE

PIPE SUPPORT @

14'-0" OC, SEE

A1 S-551

A1 S-511

A1 S-510

'-0

B1 S-552

GROUND TEST

WELL PER TYPA3

S-516

C

R E

P

LA

C E

/U P

G R

A D

E P

IE

R

5-

-0

O C

TO

B

E R

, 2

H V

G

M N

M

C B

S

1 2 3 4

/S / C

. S C

H U

LZ

E

'-0

2' -6

7'

-6

'-0

'-0

'-0

'-0

5' -0

2' -6

7'

-6

'-0

'-0

'-0

'-0

5' -0

'-0

1107'-6"

A1 S-302

10'-0" 0'-0'' 10'-0" 20'-0"

SCALE: 1''=10'

20'-0"

TYP

M A

TC

H

L

IN

E

S E

E S

-1

M A

TC

H

L

IN

E

S E

E S

-1

CRANE CABLE

TRENCH

4'-0" D x 5'-0" W CIP

CONC PILE CAP

TYP @

BOLLARDS

'-0

'-0

TRENCH DRAIN

FOR UTILITY

HOODS SEE

TYP

C1 S-548

B1 S-517

TYP

TYP

P

IE

R F

R A

M

IN

G P

LA

N

A1 S-512

#9 @ 8" OC TOP

#9 @ 8" OC BOT

#9

" O

C T

O P

#9

" O

C B

O T

4'-0" D x 5'-0" W CIP

CONC PILE CAP

CIP CONC SLAB, TYP

THICKNESS VARIES,

2" MIN

NOTES:

1. DENOTES STORM WATER FILTER

VAULT, SEE S-553 FOR STORM

WATER FILTER DETAILS.

2. FOR GENERAL NOTES, TYP

DETAILS, AND ABBREVIATIONS,

SEE S-001 TO S-004

3. FOR ADDITIONAL TEMPERATURE

AND SHRINKAGE REINF AT DECK

SLOPE, SEE

4. DENOTES 24" OCTAGONAL

CONC PILE PER S-501

5. DENOTES SALVAGED 16" SQ CONC

FENDER PILE PER S-536

6. CONTRACTOR SHALL COORDINATE

THE LOCATION, NUMBER AND TYPE

OF PIPE SUPPORTS WITH

MECHANICAL DRAWINGS PRIOR TO

FABRICATION.

7. CONTRACTOR SHALL COORDINATE

ALL DECK PIPE PENETRATIONS

(SIZE AND LOCATION) WITH

MECHANICAL DRAWINGS. PIPE

PENETRATIONS THROUGH BEAMS

ARE NOT ALLOWED. DECK SLEEVE

DETAIL PER

8. COORDINATE ELECTRICAL

PULLBOX AND GROUND TEST WELL

LOCATIONS WITH ELEC DWGS.

9. SEE ELECTRICAL DRAWINGS FOR

SIZE, NUMBER, AND LOCATION OF

EMBEDDED CONDUIT.

SWFV

A2 S-003

A1 S-003

KEY PLAN

NTS

WEST

TRESTLE

(E) EAST

TRESTLE

MAIN PLATFORM

FRAMING PLAN

SCALE: 1''=10'-0"

PULLBOX

PER

TYP

B1 S-515

A1 S-402

B1 S-302

PIPE SUPPORT @

16'-0" OC, SEE

PIPE SUPPORT @

14'-0" OC, SEE

A1 S-551

A1 S-511

A1 S-510

'-0

B1 S-552

GROUND TEST

C

R E

P

LA

C E

/U P

G R

A D

E P

IE

R

5-

-0

O C

TO

B

E R

, 2

H V

G

M N

M

C B

S

1 2 3 4

/S / C

. S C

H U

LZ

E

'-0

2' -6

7'

-6

'-0

'-0

'-0

'-0

5' -0

2' -6

7'

-6

'-0

'-0

'-0

'-0

5' -0

'-0

1107'-6"

A1 S-302

10'-0" 0'-0'' 10'-0" 20'-0"

SCALE: 1''=10'

NOTES:

1. DENOTES STORM WATER FILTER

VAULT, SEE S-553 FOR STORM

WATER FILTER DETAILS.

2. FOR GENERAL NOTES, TYP

DETAILS, AND ABBREVIATIONS,

SEE S-001 TO S-004

3. FOR ADDITIONAL TEMPERATURE

AND SHRINKAGE REINF AT DECK

SLOPE, SEE

4. DENOTES 24" OCTAGONAL

CONC PILE PER S-501

5. DENOTES SALVAGED 16" SQ CONC

FENDER PILE PER S-536

6. CONTRACTOR SHALL COORDINATE

THE LOCATION, NUMBER AND TYPE

OF PIPE SUPPORTS WITH

MECHANICAL DRAWINGS PRIOR TO

FABRICATION.

7. CONTRACTOR SHALL COORDINATE

ALL DECK PIPE PENETRATIONS

(SIZE AND LOCATION) WITH

MECHANICAL DRAWINGS. PIPE

PENETRATIONS THROUGH BEAMS

ARE NOT ALLOWED. DECK SLEEVE

DETAIL PER

8. COORDINATE ELECTRICAL

PULLBOX AND GROUND TEST WELL

LOCATIONS WITH ELEC DWGS.

9. SEE ELECTRICAL DRAWINGS FOR

SIZE, NUMBER, AND LOCATION OF

EMBEDDED CONDUIT.

SWFV

A2 S-003

A1 S-003

20'-0"

TYP

M A

TC

H

L

IN

E

S E

E S

-1

M A

TC

H

L

IN

E

S E

E S

-1

CRANE CABLE

TRENCH

4'-0" D x 5'-0" W CIP

CONC PILE CAP

TYP @

BOLLARDS

'-0