Solicitation_3_of_4_PN444974_LWCR-00-COMPILATION-RTA.pdf

MT. VERNON

EVERETT

TACOMA

OLYMPIA

SKAGIT BAY

POSSESION SOUND

PUGET SOUND

CARR INLET

CASE INLET

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IS

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A L L Y R

E A C

H

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IN

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Y A

B D

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BELLINGHAM BAY

LUMMI BAY

SAMISH BAY

BAY

PADILLA

R O

S A

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IO

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T R

A

IT

SEMIAHMOO BAY

BOUNDARY BAY

STRAIT OF GEORGIA

SALISH SEA

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IN

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M A

LI C

H A N

N E L

B R I T I S H C O L U M B I A

W A S H I N G T O N

I D A H O

O R E G O N

MONTANA

BELLINGHAM

ABERDEEN

YAKIMA

SEATTLE

KENNEWICK

WALLA WALLA

PULLMAN

LEWISTON

SPOKANE

COLVILLE

JBLM

BRIDGEPORT

YTC

WENATCHEE

PORTLAND

LA GRANDE

N

OCEAN

PACIFIC

ELLENSBURG

PROJECT VICINITY MAP PROJECT LOCATION MAP

BRIDGE

BALLARD

HIRAM M. CHITTENDEN LOCKS

NW MARKET STREET NW MARKET STREETNW MARKET STREET

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GILMAN AVE W

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SALMON

B A Y

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NTS NTS

DATE AND TIME PLOTTED: 6/13/2017 DESIGN FILE: pw:\\COE-NWSPW001SEA.nws.ds.usace.army.mil:cenws01\Documents\Civil Works\Lake Washington Ship Canal, WA\FY16_PN444974_LWCR\Current_Phase\Con_Docs\CAD_Sheets\General\G-001 - TITLE, LOCATION & VICINITY MAP

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D a te of Engineers US Army Corps

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Seattle District

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US Army Corps

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IDENTIFICATION

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A REDUCED PRINT. REDUCE SCALE ACCORDINGLY.

IF SHEET MEASURES LESS THAN 22" X 34" IT IS

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G-001

ECS CRANE REPLACEMENT

LAKE WASHINGTON SHIP CANAL, WASHINGTON

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FY17 PN444974 LWCR

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27.25 FT TO 57.50 FT.

THE EAST END OF THE LARGE LOCK CHAMBER. BLOCKS RANGE IN WIDTH FROM

LABELLED ALPHABETICALLY FROM BLOCK "A" AT THE WEST END TO BLOCK "H" AT

B. LONGITUDINALLY, LOCK MONOLITHS WERE POURED IN A SERIES OF BLOCKS,

VERTICAL FACE OF THE SOUTH (RIVERWALL) WALL IS LOCATED AT S40.0.

VERTICAL FACE OF THE NORTH (LANDWALL) WALL IS LOCATED AT N40.0, AND THE

LONGITUDINAL CENTERLINE OF THE LARGE LOCK CHAMBER. FOR EXAMPLE, THE

A. TRANSVERSE STATIONING IS REFERENCED NORTH AND SOUTH OF THE

FOR THE HIRAM M. CHITTENDEN LOCKS:

HORIZONTAL CONTROL IS IN FEET AND IS BASED ON THE LOCAL COORDINATE SYSTEM

SALT WATER BARRIER (DOWN POSITION) = 89 FT COE DATUM ( = -15 FT MLLW)

LAKE LEVEL = 124 TO 126 FT COE DATUM ( = +20 TO +22 FT MLLW)

PIER DECK ELEVATION = 130 FT COE DATUM ( = +26 FT MLLW)

THE FOLLOWING ARE EXAMPLES OF COMMON ELEVATION USED IN THIS CONTRACT:

CORPS OF ENGINEERS DATUM = MLLW + 104 FT

DATUM OR MEAN LOWER LOW WATER (MLLW) FOR THE PUGET SOUND.

VERTICAL CONTROL IS IN FEET AND IS BASED ON EITHER THE CORPS OF ENGINEERS

ELEVATION AND HORIZONTAL CONTROL DATUM:

HYDRAULICS SHALL BE RELOCATED TO OPERATING HOUSE 1.

CONTROL PANEL AND MCC FOR THE EMERGENCY CLOSURE SYSTEM CARRIAGE

STABILITY OF THE THREE STOP LOG STACKS.

PIER DECK AND TIE-DOWN CHAINS WITH HOOKS AND BINDERS TO SUPPLEMENT

IS INADEQUATE. THE CONTRACTOR SHALL PROVIDE EYEBOLTS ANCHORED INTO THE

SEISMIC STABILITY OF THE EXISTING BULHEADS/STOP LOG STORAGE CONFIGURATION

VALVE ENCLOSURE) SHALL NOT BE DAMAGED AND SHALL REMAIN IN SERVICE.

(INCLUDING COMPRESSOR, CONTROLS, POWER, STORAGE TANKS, PIPING AND CONTROL

DAMAGE THE CRANE OPERATING HOUSE. THE EXISTING AIR COMPRESSOR SYSTEM

WITH ELECTRIC MOTORS SHALL BE LEFT IN PLACE. THE CONTRACTOR SHALL NOT

WITH STEEL GRATING. THE MAIN, AUXILLARY AND BOOM HOIST AND COMMON BASE

RESULTING IN REMOVAL OF THE SLEWING WINCH / BASE / CABLE SHALL BE COVERED

CONCRETE DECK VOID AND RECESS (INSIDE THE DERRICK CRANE OPERATING HOUSE)

WINCH WITH BASE AND ELECTRIC MOTOR FOR HISTORICAL PRESERVATION. THE

THE CONTRACTOR SHALL REMOVE AND DELIVER TO THE GOVERNMENT THE SLEWING

INTEGRAL BASE FUEL TANK.

THE GENERATOR SHALL BE PROVIDED WITH WEATHERPROOF ENCLOSURE AND

LOCATED BETWEEN OPERATING HOUSE 1 AND THE EXISTING CRANE OPERATING HOUSE.

SHALL BE POWERED BY A DEDICATED 750KW DIESEL GENERATOR THAT SHALL BE

THE LUFFING CRANE (AND EXISTING EMERGENCY CLOSURE SYSTEM CARRIAGE HOISTS)

SPECIFICATION SECTION 09 97 02).

CRANE AND GENERATOR SHALL BE PAINTED LIGHT MACHINERY GRAY (SEE

OPERABLE SYSTEM THAT PERFORMS THE NECESSARY CRANE LIFTS INDICATED. THE

THE CONTRACTOR SHALL PROVIDE ALL NECESSARY COMPONENTS FOR A COMPLETE

FOR THIS CRANE TO BE USED FOR ERECTION OF NEW PEDESTAL CRANE.

CLOSURE SYSTEM IN THE EVENT OF EMERGENCY. IF APPROPRIATE, IT IS PERMISSABLE

FOR A CRANE CREW TO ARRIVE ON-SITE PRIOR TO PLACEMENT OF THE EMERGENCY

SYSTEM IN A NON-EMERGENCY SITUATION. IT WILL BE PERMISSIBLE TO ALLOW 10 HOURS

AND SHALL AFFORD THE CRANE CREW THE OPPORTUNITY TO PLACE THE CLOSURE

DEMOLITION SHALL COMMENCE. THIS EXERCISE WILL BE SUPPORTED BY LOCKS STAFF,

CREW WILL PLACE THE EMERGENCY CLOSURE SYSTEM AND RECOVER IT BEFORE SITE

THE PROJECT. AN OPERATIONAL EXERCISE SHALL BE PERFORMED IN WHICH THE CRANE

OF PUTTING THE EMERGENCY CLOSURE SYSTEM INTO SERVICE IF NEEDED DURING

SHALL NOT OBSTRUCT TRAFFIC LEAVING THE LARGE LOCK CHAMBER. IT MUST BE CAPABLE

DEMOLITION UNTIL THE NEW CRANE HAS BEEN SHOWN AS FUNCTIONAL. THIS CRANE

A CONTRACTOR PROVIDED CRANE SHALL BE ON-SITE FROM BEFORE EXISTING CRANE

ROPE, PEDESTAL BEARING, BLOCK AND PULLEYS) SHALL BE DEMOLISHED.

ALL EXTERIOR COMPONENTS OF THE EXISTING CRANE (EXAMPLE: BOOM, MAST, WIRE

*** THE INDICATED RATINGS DO NOT INCLUDE THE WEIGHT OF BLOCK, ROPE & HOOK ***

OF 110-115 FEET.

- BOOM LENGTH (FROM CENTER OF PEDESTAL ROTATION TO MAIN BLOCK PULLEY)

- 50,000 LBS RATING AT A RADIUS OF 110 FEET

- 93,000 LBS RATING AT A RADIUS OF 67 FEET

FOLLOWING CRITERIA:

REPLACED WITH A LUFFING TYPE CRANE. THE LUFFING CRANE SHALL MEET THE

THE EXISTING EMERGENCY CLOSURE SYSTEM CRANE SHALL BE DEMOLISHED AND

REVERSE SPOOLING DAMAGE).

TO SEVERAL FAILURES (NOTABLY BLOCK TO BLOCK IMPACT AND WIRE ROPE

STRUCTURAL DETERIORATION AND LACK OF MODERN SAFETIES THAT CONTRIBUTED

SUBSEQUENTLY, THE CRANE WAS TAKEN 'OUT-OF-SERVICE' DUE TO CONTINUED

DEGREE THAT RESULTED IN DERATING OF THE CRANE IN THE 1980'S TO 55 TONS.

(PEDESTAL BEARING, PULLEYS AND ANCHORING) COMPONENTS DETERIORATED TO A

ESSENTIALLY ORIGINAL EQUIPMENT. EXTERIOR (BOOM AND MAST) AND BELOW DECK

CONTROLS, SAFETIES, HOISTS, BOOM, PEDESTAL AND ELECTRICAL SYSTEMS ARE

WAS DESIGNED AND CONSTRUCTED BY THE DRAVO COMPANY IN 1922-1923. CRANE

THE EXISTING EMERGENCY CLOSURE SYSTEM 75-TON STIFF LEG DERRICK CRANE

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G3PMCBCN

Sticky Note in needed during the project (stoplog location, charateristics, and emplacement location provided on drawing

C-101SCALE: 1''= 80'-0"

80' 80'40' 160'0

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GENERAL SITE AND ACCESS PLAN

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CALENDAR DAY NOTICE.

NOTICE. ANY LONGER DURATION REQUIRES A 30

FOR 2 HRS OR LESS REQUIRES A 10 CALENDAR DAY

6. ACTIVITY THAT REQUIRES ANY LOCKAGE CLOSURE

NEED TO BE SELF PROPELLED.

VESSELS. STAGED VESSELS IN THIS AREA DO NOT

LARGE LOCK MONOLITH TO STAGE CONTRACTOR

5. AREA IS AVAILIABLE ON THE NW SIDE OF THE

LONG. MAXIMUM DRAFT IS 30'.

4. CAPACITY OF THE LARGE LOCK IS 80' WIDE BY 825'

THE CONSTRCUTION LIMITS.

MUST BE KEPT CLEAR AT ALL TIMES WITHIN

3. A LANE TO FACILITATE EMERGENCY VEHICLE

WITH A MAXIMUM WIDTH OF 8' - 4".

WORK AREA IS ACCESSIBLE BY FORKLIFT

FACILITY MAINTENANCE PERSONNEL.

EQUIPMENT, SUCH AS MOBILE CRANE WITH

COORDINATE DELIVERY AND USE OF LARGE

BY WATER CRAFT. CONTRACTOR SHALL

CONTRACTOR WILL MOVE LARGE EQUIPMENT

ALONG THE LOCK WALL IS BLOCKED.

2. VEHICULAR ACCESS TO THE CRANE

FIELD SURVEY PERFORMED 6-10 FEB. 1992.

FLOWN 2 SEP. 1991 AND SUPPLEMENTED BY

1. MAP COMPILED FROM AERIAL PHOTOGRAPHY

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UPPER LARGE LOCK CHAMBERLOWER LARGE LOCK CHAMBER

NURSERY

AND CARL S. ENGLISH GARDENS

HIRAM M. CHITTENDEN LOCKS

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CRANE LOCATION

STAFF

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40' 40'20' 80'0

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WIDTH OF 8'4".

PERSONNEL. WORK AREA IS ACCESSIBLE BY FORKLIFT WITH A MAXIMUM

EQUIPMENT, SUCH AS MOBILE CRANE WITH FACILITY MAINTENANCE

CONTRACTOR SHALL COORDINATE DELIVERY AND USE OF LARGE

CONTRACTOR WILL MOVE LARGE EQUIPMENT BY WATER CRAFT.

3. VEHICULAR ACCESS TO THE CRANE ALONG THE LOCK WALL IS BLOCKED.

THE VISITORS CENTER BUILDING.

1. PHONE CONNECTIONS ARE AVAILABLE AT CONTRACTOR'S EXPENSE FROM

2. POWER IS AVAILABLE FOR CONTRACTOR TRAILERS FROM WAREHOUSE NO.

CONTRACTOR TO VERIFY ACTUAL CONDITIONS IN THE FIELD..

AND SUPPLEMENTED BY FIELD SURVEY PERFORMED 6-10 FEB 1992.,

1. MAP COMPILED FROM AERIAL PHOTOGRAPHY FLOWN 2 SEPT 1991

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OILHOUSE

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AND CARL S. ENGLISH GARDENS

HIRAM M. CHITTENDEN LOCKS

HOUSE

TRANSFORMER

SHOP

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CONSTRUCTION LIMITS

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CRANE LOCATION

80 FT X 450 FT

LOCK CHAMBER

LOWER LARGE

80 FT X 375 FT

BY VEHICLE (SEE NOTE 3)

CRANE LOCATION NOT ACCESSIBLE

W A

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GENERAL:

METHODS, PROCEDURES, AND SEQUENCES OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE

CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING AND IMPLEMENTING THE

NECESSARY PRECAUTIONS TO MAINTAIN AND ENSURE THE INTEGRITY OF THE STRUCTURE AT ALL

STAGES OF THE CONSTRUCTION.

TEMPORARY BRACING, SHEETING, SHORING, ETC., REQUIRED TO ENSURE THE STRUCTURAL

INTEGRITY/STABILITY OF THE EXISTING BUILDINGS, SIDEWALKS, UTILITIES, ETC., DURING CONSTRUCTION AND DEMOLITION IS THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE DESIGNED BY A

REGISTERED PROFESSIONAL ENGINEER EMPLOYED BY THE CONTRACTOR.

IMPLEMENTATION OF JOB SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

DIMENSIONS AND INSTALLATION DETAILS OF EQUIPMENT MUST BE VERIFIED AND COORDINATED WITH

THE SUPPORTING STRUCTURE. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING SUCH

REQUIREMENTS FROM SUBCONTRACTORS AND EQUIPMENT SUPPLIERS ALONG WITH COORDINATING THE LOCATIONS AND DETAILS FOR THESE ITEMS PRIOR TO FABRICATION OR ERECTION OF THE SUPPORTING STRUCTURE. ANY CONFLICTS BETWEEN THESE ITEMS AND THE SUPPORTING STRUCTURE IS TO BE

BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER FOR RESOLUTION.

THE STRUCTURAL DRAWINGS GOVERN THE WORK FOR STRUCTURAL FEATURES, UNLESS OTHERWISE

NOTED. DIMENSIONS SHOWN ON PLANS AND DETAILS ARE TO GOVERN THE STRUCTURAL WORK.

IN CASE OF CONFLICT BETWEEN THE GENERAL NOTES, SPECIFICATIONS, AND DRAWINGS, NOTIFY THE COR. THE MOST STRINGENT REQUIREMENTS SHALL GOVERN UNLESS OTHERWISE DIRECTED BY THE

COR.

THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND CONSTRUCTION OF THE CRANE FOUNDATION

AS PART OF THE INSTALLATION OF THE CRANE. STRUCTURAL CALCULATIONS STAMPED BY A

PROFESSIONAL ENGINEER SHALL BE SUBMITTED TO THE COR FOR REVIEW.

G-1

G-2

G-3

G-4

G-5

G-6

G-7

STRUCTURAL STEEL:

DESIGN CODE: AISC 360-10 SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS.

MATERIAL STRENGTHS:

1) STEEL ANGLES AND PLATES: ASTM A36.

STRUCTURAL STEEL SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE

AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC). STEEL ERECTION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF AISC AND THE OSHA STEEL ERECTION STANDARD 29 CFR ART 1926, SUBPART R-STEEL ERECTION, EFFECTIVE DATE JANUARY 18, 2002.

STRUCTURAL STEEL, UNO, TO BE NEW STEEL CONFORMING TO THE REQUIREMENTS OF ASTM

A6/A6M.

THE STRUCTURAL STEEL FABRICATOR AND/OR GENERAL CONTRACTOR MUST VERIFY ALL

DIMENSIONS AND CONDITIONS AT THE SITE. ALL DISCREPANCIES FOUND ARE TO BE REPORTED TO THE ENGINEER PRIOR TO PREPARATION OF SHOP DRAWINGS. SHOP DRAWINGS ARE TO INCLUDE ALL

FIELD MEASUREMENTS AND CONDITIONS.

MANUFACTURE STEEL GRATING IN ACCORDANCE WITH THE "METAL BAR GRATING MANUAL" AS

PUBLISHED BY THE NATIONAL ASSOCIATION OF ARCHITECTURAL METAL MANUFACTURERS, LATEST

EDITION. STEEL FOR GRATING TO CONFORM TO ASTM A1011/A1011M.

STRUCTURAL STEEL SHALL BE SHOP PRIMED AND PAINTED PER SPECIFICATIONS, UNO.

S-1

S-2

S-3

S-4

S-5

S-6

S-7

ABBREVIATIONS:

BLDG BUILDING

BOT BOTTOM

BRG BEARING

CL CENTERLINE

CLR CLEAR

COE CORPS OF ENGINEERS

COL COLUMN

CONC CONCRETE

CONN CONNECTION

CONT CONTINUOUS

COR CONTRACT OFFICER'S REPRSENTATIVE

DEMO DEMOLITION

DIA DIAMETER

DWG DRAWING

EA EACH

EF EACH FACE

ELEC ELECTRICAL

ELEV ELEVATION

EQ EQUAL

ES EACH SIDE

EW EACH WAY

EXP EXPANSION

EXT EXTERIOR

FF FINISHED FLOOR

FDN FOUNDATION

FTG FOOTING

GA GAGE

HORIZ HORIZONTAL

INFO INFORMATION

INSTALL INSTALLATION

INT INTERIOR

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LONGIT LONGITUDINAL

MAX MAXIMUM

MFR MANUFACTURER

MIN MINIMUM

NO NUMBER

NTS NOT TO SCALE

OC ON CENTER

OH OPPOSITE HAND

OPP OPPOSITE

PCF POUNDS PER CUBIC FOOT

PSF POUNDS PER SQUARE FOOT

PEMB PRE-ENGINEERED METAL BUILDING

PL PLATE

REF REFERENCE

REINF REINFORCING

REPL REPLACEMENT

REQ'D REQUIRED

SCHED SCHEDULE

SEC SECTION

SIM SIMILAR

SOG SLAB ON GRADE

SPECS SPECIFICATIONS

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

STL STEEL

THK THICKNESS

TRANSV TRANSVERSE

TYP TYPICAL

T&B TOP AND BOTTOM

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

W/ WITH

DESIGN CRITERIA:

REFERENCES:

ER 1110-2-1150 ENGINEERING AND DESIGN FOR CIVIL WORKS PROJECTS (31 AUG 1999)

ER 1110-2-1806 EARTHQUAKE DESIGN AND EVALUATION FOR CIVIL WORKS PROJECTS (31 JUL 1995)

EM 1110-2-2000 STANDARD PRACTICE FOR CONCRETE FOR CIVIL WORKS STRUCTURES (31 MAR 2001)

EM 1110-2-2100 STABILITY ANALYSIS OF CONCRETE STRUCTURES (1 DEC 2005)

EM 1110-2-2104 STRENGTH DESIGN FOR REINFORCED-CONCRETE HYDRAULIC STRUCTURES (20 AUG 2003)

IBC 2012 INTERNATIONAL BUILDING CODE 2012

ASCE 7-10 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES

AISC 360-10 SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS

ACI 318-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE

LATERAL LOAD DESIGN CRITERIA:

DC-1

DC-2

A.

B.

WIND DESIGN CRITERIA

1. RISK CATEGORY IV

2. BASIC WIND SPEED (3 SECOND GUST) 110 MPH

3. EXPOSURE CATEGORY D

SEISMIC DESIGN CRITERIA

1. RISK CATEGORY IV

2. SEISMIC IMPORTANCE FACTOR 1.5

3. SHORT PERIOD DESIGN SPECTRAL RESPONSE COEFFICIENT 0.874

4. ONE SECOND DESIGN SPECTRAL RESPONSE COEFFICIENT 0.510

5. SITE CLASS D

6. SEISMIC DESIGN CATEGORY D

EPOXY:

EPOXY SHALL BE HILTI HIT-RE 500 V3 INJECTABLE TWO-COMPONENT EPOXY ADHESIVE OR EQUAL.

EPOXY SHALL BE SEISMICALLY QUALIFIED PER IBC FOR SEISMIC DESIGN CATEGORY D AND SHALL MEET THE REQUIREMENTS OF ASTM C881-90, TYPE IV, GRADE 2 AND 3, CLASS A, B, AND C EXCEPT GEL TIMES.

MATERIAL PROPERTIES OF FULLY CURED EPOXY SHALL MEET OR EXCEED THE FOLLOWING CRITERIA:

BOND STRENGTH ASTM C882-13A 2 DAY CURE 1560 PSI

BOND STRENGTH ASTM C882-13A 7 DAY CURE 1690 PSI

COMPRESSIVE STRENGTH ASTM D695-10 12,000 PSI

COMPRESSIVE MODULUS ASTM D695-10 0.38X10 PSI

TENSILE STRENGTH 7 DAY ASTM D638-14 7150 PSI

ELONGATION AT BREAK ASTM D638-14 1.1%

HEAT DEFLECTION TEMPERATURE ASTM D648-07 122 DEG F

ABSORPTION ASTM D570-98 0.18%

LINEAR COEFFICIENT OF SHRINKAGE ON CURE ASTM D2566-86 0.008

E-1

E-2

SY

M

BO

L

D

ES

C R

IP

TI

O N

D

AT

BY

N90

E1033.75 E1066 E1077.5

N40

E1100E1069

N52

E1085E1050

CRANE OPERATING

HOUSE TO REMAIN

EXISTING

PIER WALL

8' - 9 1/2"

EXISTING CRANE

BASE PIT

EQUIPMENT PIT IN

OPERATING HOUSE

FLOOR TO BE COVERED

WITH STEEL GRATING

AFTER REMOVAL OF

EQUIPMENT

S-101

5' - 11 3/8"

11' - 9 1/2"

EXISTING AIR

STORAGE TANKS

TO REMAIN, SEE

MECH AND ELEC

GENERATOR,

SEE MECH

E1003.75

EXISTING EQUIPMENT TO

REMAIN, SEE MECH

E1182TIE DOWN WITH CHAIN AND RATCHET

BINDER, TYP 8 LOCATIONS THIS BULKHEAD

S-101

Sim

S-101

Sim

S-101

Sim

TIE DOWN WITH CHAIN AND RATCHET BINDER,

TYP 20 LOCATIONS THIS BULKHEAD

BEARING LOCATIONS, TYP

EXISTING TIMBER DECK

HATCHED AREA: EXISTING 2

1/2" CONC TOPPING ON 6"

THICK X 4'-0" WIDE PRECAST

PLANKS SUPPORTED BY

20"WX18" HIGH CONC BEAMS,

BEARING LOCATIONS

SUPPORTED BY BEAMS.

TO LOCK WALL

130' - 0"

1 1/2" X 3/16" STEEL GRATING 19-W-

4, GALV, SEE PLAN FOR LOCATION

L4X4X3/8XCONT GALV LEDGER

W/ 5/8" DIA X 3-5/8" SIMPSON

STRONG-TIE TITEN HD OR EQ

AT 2'-0" OC EA SIDE OF

TRENCH TYP

SKIN PLATE

CHAIN W/ RATCHET

BINDER, WORKING

LOAD LIMIT, WLL>/=

3200#, TYP

WRAP CHAIN OVER

TOP OF BULKHEAD

STACK AT EA

LOCATION, SEE

PLAN. TENSION WITH

RATCHET BINDER

UNTIL TAUT. DO NOT

DAMAGE STOPLOGS.

DO NOT EXCEED

WORKING LOAD LIMIT

OF CHAIN.

BULKHEAD "A"

BULKHEAD "A"

S-101

Sim

SKIN PLATE

CHAIN W/ RATCHET

BINDER, WORKING

LOAD LIMIT, WLL>/=

7000#, TYP

WRAP CHAIN OVER

TOP OF BULKHEAD

STACK AT EA

LOCATION, SEE PLAN.

TENSION WITH

RATCHET BINDER

UNTIL TAUT. DO NOT

DAMAGE STOPLOGS.

DO NOT EXCEED

WORKING LOAD LIMIT

OF CHAIN.

BULKHEAD "B"

BULKHEAD "B"

BULKHEAD "C"

PICK UP TRUSS

S-101

Sim

BULKHEAD

GIRDER (E)

WOOD BEARING

BLOCK (E)

BASE PL (E)

3/

4"

GR 70 CHAIN W/

HOOK AND BINDER

(2) 3/4" DIA SS

EYENUTS WELDED

WITH CJP TO 3/4" DIA

HAS ASTM F593-AISI

304/316, SS

THREADED RODS AT

CL OF PL, DRILL AND

EPOXY INTO EXIST

CONC BM (HILTI HIT-

RE 500 V3 EPOXY OR

EQUAL)

3" 1' - 4" 3"

BULKHEAD

GIRDER (E)

WOOD BEARING

BLOCK (E)

BASE PL (E)

9"

GR 70 CHAIN W/

HOOK AND BINDER

(2) 1" DIA SS

EYENUTS WELDED

WITH CJP TO 1" DIA

HAS ASTM F593-AISI

304/316, SS

THREADED RODS AT

CL OF PL, DRILL AND

EPOXY INTO EXIST

CONC BM (HILTI HIT-

RE 500 V3 EPOXY OR

EQUAL)

3" 1' - 4" 3"

SHEET

IDENTIFICATION

1 2 3 5

D R

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D

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1/8" = 1'-0"S-101

1 PLAN - SEC G & H (EL 130)

1" = 1'-0"S-101

3 GRATING AT EQUIP PIT

1/4" = 1'-0"S-101

4 BH DOUBLE STACK

1/4" = 1'-0"S-101

5 BH TRIPLE STACK

3/4" = 1'-0"S-101

6 BASE DETAIL- DOUBLE

3/4" = 1'-0"S-101

7 BASE DETAIL- TRIPLE

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A-001

ARCHITECTURAL LEGENDABBREVIATIONS

ACOUSTICAL

ARCHITECT (URAL)

AIR/MOISTURE

ALUMINUM

ACOUSTICAL TILE

ABOVE FINISHED FLOOR

ARCH.

ALUM.

A.F.F

AIB AIR INFILTRATION BARRIER

ACCESSIBLE

A/M

ABOVE / ANCHOR BOLTAB

ACC

ACOUST

ACT

BET. BETWEEN

BLOCKINGBLKG.

BD. BOARD

BOTTOMBOT.

BLDG. BUILDING

BRKT. BRACKET

BUR BUILT UP ROOF

CBU CEMENT BACKER UNIT

CG CORNER GUARD

CARPET (ED)

CAST IRON

CAST IN PLACE

CEILING

CT CERAMIC TILE

CMT

CTR

CLR.

COL.

COMP

CERAMIC MOSAIC TILE

CENTER

CLEAR (ANCE)

COLUMN

COMPENSATION

C.P.C. CAST-IN-PLACE CONC.

CONTINUOUS OR CONTINUE

CONCRETE MASONRY UNIT

CORRIDORCORR.

CONCRETE

DRINKING FOUNTAIN

DRAWING

DOWNSPOUT

DOWN

DOUBLE

DOOR

DIMENSION

DIAMETER

DETAIL

DBL

EWC ELECTRIC WATER COOLER

EXPANSION JOINT

EXPANDED POLYSTYRENEEPS

EXTERIOR

EXP. EXPOSED

EPT EXTERIOR PAINT

EXISTING

EQUIPMENT

EQ. EQUAL

EL. ELEVATION

ELEC. ELECTRIC (AL)

E.S. EACH SIDE

EACH

FINISH GRADE

FLOOR DRAIN

FLOOR (ING)

FACE BRICK MODULAR

FACE OF CONCRETE

FEDERAL STANDARD

FINISH (ED)

FED STD

FACE OF BRICK

FACE OF STUD FRAMING

FIRE RETARDANT TREATED

FINISH FLOOR

FIBER REINFORCED PLASTIC

FIRE EXTINGUISHER CABINET

GYPSUM WALL BOARD

GRAB BAR

GRID LINE

GALVANIZED

GAGE, GAUGE

GL

GALV.

GB

GA.

GWB

HYDRAULICHYD

HELVETICA REGULAR

HORIZONTAL

HOLLOW METAL

HEIGHT

HELVETICA MEDIUMHELV MED

HELV REG

HORIZ.

HT.

HDPE HIGH DENSITY POLYETHYLENE

HARDWARE

INSULATIONINSUL.

IN LIEU OFILO

JOINT

JANITOR

JT.

J.

LONG LEG VERTICALLLV

LLH LONG LEG HORIZONTAL

MOISTURE RESISTANT

MISCELLANEOUS

MECHANIC (AL)

MATERIAL (S)

M.R.

METAL

MAXIMUM

MET.

MB

MO

MOISTURE BARRIER

MASONRY OPENING

MINIMUM

MIRROR GLAZING

MFR. MANUFACTURER

NOT TO SCALE

NOT IN CONTRACT

N.T.S.

N.I.C.

NO. NUMBER

ORIENTED STRAND BOARD

ON CENTER (S)

OPP. OPPOSITE

OSB

OPEN'G OPENING

OH OPPOSITE HAND

OVER ALL

OBS OBSCURE (GLAZING)

PLASTIC LAMINATE

PLYWD.

P. LAM.

PT.

PLYWOOD

PAINT

PR PAIR

P.T. PRESSURE TREATED

ROUGH OPENING

REVISION (S), REVISED

RESILIENT BASE

RM.

RO

R.D.

REV.

R.

ROOM

ROOF DRAIN

RISER

REF.

REFER.

RES.

R.B.

REQ'D

REC

REFERENCE

RESILIENT

REQUIRED

RECESSED

REFRIGERATOR

RCP REFLECTED CEILING PLAN

RCM RECOMMENDATIONS

SCWD

SIMILIAR

STANDARD WEIGHT

STRUCTURAL

STAINLESS STEEL

SPECIFICATION (S)

SQUARE FEET

STD WT

STOR.

SUSP.

STRUCT.

STORAGE

SUSPENDED

STEEL

SQUARE

SL SHAFT LID

ST.

SS

STR STAIR

TYP.

T.O.

TYPICAL

TOP OF

T & G

TB

T. TREAD

TOWEL BAR

TONGUE AND GROOVE

THK

TD

THICKNESS

TRENCH DRAIN

TS TUBE STEEL

UNLESS NOTED OTHERWISEUNO

UTIL. UTILITY

VINYL COMPOSITION TILE

VAPOR RETARDER

VEST.

V.C.T.

VERT.

V.R.

VESTIBULE

VERTICAL

WATER RESISTANTWR

WD. WOOD

W/ WITH

WP

WELDED WIRE MESH

WATER PROOFING

WWM

WNDW WINDOW

L

ANGLE

AND

AT

E.J.

CPT.

HDWR

HW HARDWARE

H.M.

MAT.

MAX.

MECH.

MG

MIN.

MISC.

O.A.

O.C.

C.I.

C.I.P.

CLG.

CONC.

CONT.

DET.

D.F.

DIA.

DIM.

DN.

DR.

DS.

DWG.

EA.

EQUIP.

EXT.

FIN

FLR

S.F.

SIM.

SPEC.

SQ.

CONTRACTOR INSTALLED

GOVERNMENT FURNISHED

BY GOVERNMENT

FURNISHED/INSTALLED

SOLID CORE WOOD DOOR

CMU

G.F.C.I.

G.F.G.I.

C.F.C.I.

CONTRACTOR INSTALLED

CONTRACTOR FURNISHED

VTR VENT THROUGH ROOF

ADM ADMINISTRATION BUILDING

FEC

FOB

FOC

FOS

FRP

FRT

FBM

FD

FF

FG

FEB FIRE EXTINGUISHER BRACKET

COR CONTRACTING OFFICER'S REP.

STANDING SEAM METAL ROOFSSMR

WRB WATER RESISTANT BARRIER

JBLM JOINT BASE LEWIS-MCCHORD

MTL METAL

SHT SHEET

T.O.P. TOP OF PLATE

SB SPLASHBLOCK

SAB SOUND ATTENUATION BATTS

GENERAL NOTES

1.

IS REQUIRED FOR ACCEPTABLE APPEARANCE.

ADJACENT FINISHED CONDITION. COR SHALL DETERMINE WHEN REPLACEMENT

REPAIR OR REPLACE SURFACES DAMAGED DURING CONSTRUCTION TO MATCH

INSTALLATION OF WORK.

CONTRACTOR SHALL TRIM ITEMS TO FIT AND OTHERWISE ENSURE PROPER

CONSTRUCTION WITHIN SPECIFIED TOLERANCES AND DIMENSIONS.

METAL OR OTHER AS PERMITTED BY IBC) AS REQUIRED TO BRING

CONTRACTOR SHALL PROVIDE APPROPRIATE SHIMMING MATERIAL, (WOOD,

RESOLVED WELL IN ADVANCE OF ACTUAL CONSTRUCTION OCCURRING.

IMMEDIATELY. THE CONTRACTOR SHALL WORK TO HAVE ALL DISCREPANCIES

THEN THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER

DISCREPANCIES IN THE CONSTRUCTION DOCUMENTS OR SPECIFICATIONS,

REQUIREMENTS FOR EXECUTING IT PROPERLY. IF THE CONTRACTOR FINDS

WORK REQUIRED IN THE CONSTRUCTION DOCUMENTS AND THE

THE CONTRACTOR IS RESPONSIBLE FOR ADVANCED REVIEW OF THE

OFFICER BEFORE PROCEEDING WITH THE WORK.

BROUGHT TO THE ATTENTION OF AND RESOLVED WITH THE CONTRACTING

OFFICER WILL DETERMINE WHICH SHALL GOVERN. DISCREPANCIES SHALL BE

REFERENCED STANDARDS AND THE GOVERNING CODES, THE CONTRACTING

IN CASE OF DISCREPANCIES BETWEEN THE CONSTRUCTION DOCUMENTS,

BEFORE PROCEEDING WITH THE WORK.

ATTENTION OF AND RESOLVED WITH THE CONTRACTING OFFICER

DRAWINGS AND ACTUAL SITE CONDITIONS SHALL BE BROUGHT TO THE

FIXTURES AND CONDITIONS AT THE SITE. CONFLICTS BETWEEN THE

THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, EXISTING UTILITIES,

OTHERWISE NOTED.

FLASHING COLOR SHALL MATCH ADJACENT WALL OR ROOF COLOR UNLESS

AS IF NOTED IN FULL.

NOT NOTED ON THE DRAWINGS SHALL BE COMPLETELY PROVIDED

COMPLETELY PROVIDED AS IF DRAWN IN FULL. REPETITIVE FEATURES

REPETITIVE FEATURES NOTED TYPICAL ON THE DRAWINGS SHALL BE

(E)

COMPONENTS AND SYSTEMS.

OF OTHER DISCIPLINES FOR SPECIFIC DESIGN INFORMATION ON

COORDINATION AND LOCATIONAL PURPOSES ONLY. REFER TO DRAWINGS

OR INFORMATION SHOWN ON ARCHITECTURAL DRAWINGS IS FOR

FIRE PROTECTION, PLUMBING, MECHANICAL, AND ELECTRICAL FEATURES

2.

3.

4.

5.

6.

7.

8.

9.

MATCH WITH OTHER EXISTING CONSTRUCTION.

REQUIREMENTS INDICATED. FIELD COMPARE MATERIALS TO CONFIRM

SELECTION OF MATERIALS SHALL FOLLOW COLOR AND PATTERN MATCH

CENTERLINEC.L.

" = 1'-0"8

3SCALE: A-101

X DRAWING NAME

DRAWING NUMBER OR LETTER

" = 1'-0"8

3SCALE: A-101

X DRAWING NAME

DRAWING NUMBER OR LETTER

DRAWING IS REFERENCED

SHEET FROM WHICH

DRAWING IS SHOWN

SHEET ON WHICH

EXISTING DEMO

DRAWING TITLE

DRAWING TITLE

REFERENCED

PHOTOGRAPH

L E

G E

N D

A B

B R

E V

IA

T

IO

N S

A N

D G

E N

E R

A L N

O T

E S

XX LOCATION AND DIRECTION

OF PHOTOGRAPH

EXP.JT. EXPANSION JOINT

EXIST. EXISTING

C H

A P

M A

N

F

IL

E N

A M

E

D W

N B

Y

C K

D B

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D E

S

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D B

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D E

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4 5

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B

M A

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A P

P R

D A

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U M

B E

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E

S U

B M

IT

T E

D B

Y

D A

T E

M A

R K

D E

S C

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N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

S I

D

U .S

A R

M Y C

O R

P S O

F E

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IN

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A T

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SEATTLE DISTRICT

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DESIGN FILE: pw:\\COE-NWSPW001SEA.nws.ds.usace.army.mil:cenws01\Documents\Civil Works\Lake Washington Ship Canal, WA\FY16_PN444974_LWCR\Current_Phase\Con_Docs\CAD_Sheets\Architectural\A-001 - LEGEND, ABBREVIATIONS AND GENERAL NOTES

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1 OPERATING HOUSE DEMO PLAN

" = 1'-0"4

1SCALE:

LOCATION AND DIRECTION OF PHOTOGRAPH

LEGEND:

AD101

M A

T E

T

IC

H

M A

T E

T

IC

H

O P

E R

A T

IN

G H

O U

S E D

O O

R

D E

M O

ELEMENTS TO BE DEMOLISHED

HOUSE DOOR PAIR

PHOTO #02: CRANE OPERATING

TO BE REMOVED.

PAIR AND FRAME

EXISTING DOOR

TO BE REMOVED.

PAIR AND FRAME

EXISTING DOOR

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A-101

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LEGEND:

XX

PHOTOGRAPH

DIRECTION OF

LOCATION AND

GENERAL NOTES:

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W

IS

VERIFY COLOR WITH PE.

OTHER EXISTING HISTORIC DOORS ON SITE,

DOORS SHALL BE PAINTED TO MATCH

DIMENSIONS SHALL BE FIELD VERIFIED.

ARE FOR INFORMATION ONLY.

AESTHETIC GUIDANCE. HISTORIC DETAILS

7/A-501, 8/A-501, 9/A-501, & 10/A-501

SHEET A-501. SEE HISTORIC DETAILS

HISTORIC DRAWINGS REFERENCED ON

METAL DOOR PAIR SHALL MATCH THE

HOUSE DOOR" ON SHEET A-501. A NEW

WITH "PHOTO 01: CRANE OPERATING

ADDITIONAL DOOR REQUIREMENTS NOTED

COMPONENTS, TRIM AND FRAME. SEE

REPLACEMENT: REMOVE ALL DOOR

STANDARDS FOR DOOR PAIR

5. TO MEET HISTORICAL PRESERVATION

REPAIR.

SPALLING DAMAGE AS DESCRIBED IN WALL

CONDUIT PENETRATION, REPAIR ANY

EXISTING. BELOW THE ROOF SLAB AT THE

PENETRATION. RESTORE ROOF TO MATCH

AROUND THE EXISTING CONDUIT ROOF

HAS BEEN INSTALLED, PATCH AND FLASH

LOCATION WHERE A SECURITY CAMERA

STANDARDS FOR ROOF REPAIR: AT THE

4. TO MEET HISTORICAL PRESERVATION

CONCRETE.

BE COLORED TO MATCH EXISTING

AND EXTERIOR SIDES. THE SEALANT SHALL

RECEIVE NEW SEALANT ON BOTH INTERIOR

WATER. ONCE DRY, ALL WINDOWS SHALL

SOFT BRUSH, CLOTH, AND SOAP AND

SHALL BE PREPPED BY CLEANING WITH A

WINDOWS AND SURROUNDING AREAS

STANDARDS FOR WINDOW RECAULKING:

3. TO MEET HISTORICAL PRESERVATION

PERFORMING THE WORK.

BE SUBMITTED FOR APPROVAL PRIOR TO

REPAIR METHODS AND MATERIALS SHALL

MATCH ADJACENT WALLS AS REQUIRED.

INSTALLATION REQUIREMENTS. PAINT TO

STRENGTH. FOLLOW MANUFACTURER'S

GREATER BOND AND COMPRESSIVE

OR APPROVED EQUAL WITH THE SAME OR

REPAIR MATERIAL SHALL BE BELZONA 4141

TEXTURE, TOOLING, AND APPEARANCE.

THE EXISTING CONCRETE IN COLOR,

PAINT. REPAIR MATERIAL SHALL MATCH

STEEL WITH A ZINC RICH GALVANIZING

CLEAN AND COAT EXPOSED REINFORCING

ALL LOOSE OR DAMAGED CONCRETE.

REQUIREMENTS. CLEAN AREA TO REMOVE

MANUFACTURER'S INSTALLATION

REQUIRED BY REPAIR MATERIAL

1/2" MIN. (1" MAX.) DEPTH OR AS

CUT WITHIN 1/2" OF EXISTING EDGES TO

STANDARDS FOR SPALLING WALL REPAIR:

TO MEET HISTORICAL PRESERVATION

FOR REFERENCE INFORMATION ONLY.

ON SHEET A-501. PHOTOGRAPHS ARE

6. ALL PHOTOGRAPHS ARE LOCATED

2.

WORK AS LISTED ON THIS SHEET.

Y HISTORICAL PRESERVATION REPAIR

APPROVAL PRIOR TO PERFORMING AN

PRESERVATION REPAIR PLAN FOR

1. SUBMIT A HISTORICAL

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3SCALE:

SECTIONC

C

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3SCALE:

A CRANE OPERATING HOUSE 1ST FLOOR PLAN CRANE OPERATING HOUSE 2ND FLOOR PLAN

A-101

A-101

B

A-101

A

A-101

A-101A-101

SEE NOTE 5. SEE SHEET A-501.

NEW FRAME AND DOOR PAIR,

NOTE 3.

BOTH SIDES, SEE

EXISTING WINDOWS

PERIMETER AT ALL

AND SEAL AROUND

CONTINUOUS CAULK

SEE NOTE 3.

BOTH SIDES,

WINDOWS

ALL EXISTING

PERIMETER AT

SEAL AROUND

CAULK AND

CONTINUOUS

SIDES, SEE NOTE 3.

WINDOWS BOTH

EXISTING

PERIMETER AT ALL

AROUND

CAULK AND SEAL

CONTINUOUS

SIDES, SEE NOTE 3.

WINDOWS BOTH

EXISTING

PERIMETER AT ALL

AROUND

CAULK AND SEAL

CONTINUOUS

SIDES, SEE NOTE 3.

EXISTING WINDOWS BOTH

PERIMETER AT ALL

SEAL AROUND

CONTINUOUS CAULK AND

BOTH SIDES, SEE NOTE 3.

EXISTING WINDOWS

PERIMETER AT ALL

SEAL AROUND

CONTINUOUS CAULK AND

BOTH SIDES, SEE NOTE 3.

EXISTING WINDOWS

PERIMETER AT ALL

SEAL AROUND

CONTINUOUS CAULK AND

SEE NOTE 3.

BOTH SIDES,

WINDOWS

EXISTING

AT ALL

PERIMETER

SEAL AROUND

CAULK AND

CONTINUOUS

NOTE 3.

BOTH SIDES, SEE

EXISTING WINDOWS

PERIMETER AT ALL

AND SEAL AROUND

CONTINUOUS CAULK

LOCATIONS). SEE NOTE 2.

EXACT LOCATIONS (APPROX. 4

STANDARDS. FIELD VERIFY

HISTORICAL PRESERVATION

TEXTURE AND SHAPE TO

CONCTRETE WALL COLOR,

PATCH MUST MATCH EXISTING

EXISTING CONCRETE WALL.

PATCH AND REPAIR SPALLING

NOTE 3.

BOTH SIDES, SEE

EXISTING WINDOWS

PERIMETER AT ALL

AND SEAL AROUND

CONTINUOUS CAULK

SEE NOTE 4.

FIELD VERIFY EXACT LOCATION.

ROOF PENETRATION (BEYOND).

CAULK AND SEAL EXISTING

NOTE 3.

BOTH SIDES, SEE

EXISTING WINDOWS

PERIMETER AT ALL

AND SEAL AROUND

CONTINUOUS CAULK

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A-501

11 HOLLOW METAL DOOR HEAD

SCALE: 3" = 1'-0"

A-501

12 HOLLOW METAL DOOR JAMB

SCALE: 3" = 1'-0"

A-501

SCALE: 3" = 1'-0"

HOLLOW METAL DOOR THRESHOLD

SCALE: 3"= 1'-0"

0 1'1' 6"

OPERATING HOUSE DOOR

PHOTO 01: CRANE

A-501

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PHOTO 02: CONCRETE SPALLING

PHOTO 03: CONCRETE SPALLING

PHOTO 04: CONCRETE SPALLING

PHOTO 05: CONCRETE SPALLING

PHOTO 06: EXIST. ROOF PENETRATION

HISTORIC DETAIL 8: DOOR PLAN

DOOR ELEVATION

HISTORIC DETAIL 7:

HISTORIC DETAIL 9: BUILDING ELEVATONS

DOOR SECTION

HISTORIC DETAIL 10:

L E

W

IS

9. SEE DETAILS 11/A-501, 12/A-501, & 13/A-501.

8. ADD KICKPLATE TO PUSH SIDE (INTERIOR) OF DOOR.

FOR ADJACENT MATERIALS.

CONCRETE WALL CONDITIONS, PROVIDE ANCHORS APPROPRIATE

7. WHERE DOOR FRAME IS INSTALLED AGAINST EXISTING

MORTAR.

6. SOLID GROUT HOLLOW METAL EXTERIOR DOOR FRAMES WITH

ONLY.

9/A-501, & 10/A-501. HISTORIC DETAILS ARE FOR INFORMATION

ELEVATION DETAILS. SEE HISTORIC DETAILS 7/A-501, 8/A-501,

5. NEW HOLLOW METAL DOOR PAIR TO MATCH HISTORIC

DOOR PAIR TO FIT EXISTING CONDITIONS.

4. FIELD VERIFY ROUGH OPENING AND SIZE NEW FRAME AND

PE.

EXISTING HISTORIC DOORS ON SITE. COLOR TO BE VERIFIED BY

3. PAINT TO MATCH NEW DOOR PAIR AND FRAME WITH COLOR OF

INPUT CONNECTED TO THE CENTRAL SECURITY PROCESSOR.

GENERALLY CONSIST OF CAC READER (HID OR EQUAL) AND PIN

EXISTING ACCESS CONTROL SYSTEM. SECURITY SYSTEM SHALL

PROCESSING STANDARD) AND BE COMPATIBLE WITH PRE

CARD READER TO MEET FIPS-201 (FEDERAL INFORMATION

FOLLOWING CONTRACT AWARD. PROVIDE SECURITY SYSTEM

SECURITY SYSTEM SHALL BE PROVIDED TO THE CONTRACTOR

INTEGRATED INTO EXISTING DOOR). AS-BUILT DRAWINGS FOR THE

CARD SECURITY SYSTEM (NOTE: EXISTING SYSTEM NOT

2. NEW DOOR PAIR TO INTEGRATE EXISTING COMBINATION/KEY

HOLLOW METAL DOOR PAIR AND METAL FRAME.

1. REPLACE WOOD DOOR PAIR AND FRAME WITH INSULATED

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INSULATED HOLLOW

SOLID

FRAME GROUT

HOLLOW METAL

ANCHOR PER JAMB.

W/ CONCRETE

TO THE CONC. WALL

ATTACH THE FRAME

WELDED CORNERS.

DOOR FRAME W/

HOLLOW METAL

METAL DOOR PANEL

INSULATED HOLLOW

SOLID

FRAME GROUT

HOLLOW METAL

WELDED CORNERS.

DOOR FRAME W/

HOLLOW METAL

BOTH SIDES

BEAD OF SEALANT AT

SHIM & PROVIDE A CONT.

CONCRETE WALL

EXISTING

ALL AROUND, TYP.

WEATHERSTRIPPING

PERIMETER.

BOTH SIDES OF FRAME

BEAD OF SEALANT AT

SHIM & PROVIDE A CONT.

ALL AROUND, TYP.

WEATHERSTRIPPING

CONCRETE WALL

EXISTING

SLEEVE IN FRAME

ANCHOR THROUGH

CONC. W/ EXPANSION

DOOR FRAME TO EXISTING

FASTEN HOLLOW METAL

METAL HINGE

CONT. GEARED

BED OF SEALANT.

THRESHOLD IN A

HT. 1/2". SET

THRESHOLD, MAX.

ALUMINUM DOOR

BEYOND

DOOR FRAME

HOLLOW METAL

PANEL

METAL DOOR

HOLLOW

INSULATED

DOOR SWEEP

NEOPRENE

GASKET

NEOPRENE

STOP STRIP WITH

THRESHOLD

ALUMINUM

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PHOTOS #10 & 11: RAIL DETAILS

ACCORDING TO MANUFACTURER'S INSTRUCTIONS.

INSTALL WITH HILTI HIT RE 500-SD EPOXY OR EQUAUL

EMBEDDED ANCHOR RODS WITH 8 INCH (MIN) EMBED.

5. UTILIZE 1/2 INCH DIAMETER 316 STAINLESS STEEL

SILVER IN COLOR.

CONNECTORS, AND FITTINGS SHALL BE ANODIZED

CONNECTORS SHALL BE STANDARD MATERIALS. ALL

ALUMINUM TUBING WITH A 0.125" WALL THICKNESS.

4. RAIL SHALL BE CONSTRUCTED OF 2.25" OD 6061-T6

SHOWN IN PHOTOS #10 & 11).

APPEARANCE TO THE EXISTING RAIL ON SITE (AS

3. RAIL INSTALLATION SHALL BE SIMILAR IN

BY ANCHOR BOLT MANUFACTURER).

(UNLESS GREATER EDGE CLEARANCE IS RECOMMENDED

AS SHOWN IN SHEET M-501, AND 6" IN FROM THE EDGE

2. RAIL TO BE INSTALLED PARALLEL TO THE WATERLINE

SHALL BE 6061-T6 ALUMINUM.

1. ALL RAIL, RAIL MOUNTING, AND FITTING MATERIAL

RAIL NOTES:

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STOP LOGS 6 & 7

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MD101

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0' 5' 20' 40'10'

SCALE: 1''= 10'-0"

LOCATION AND DIRECTION OF PHOTOGRAPH

PHOTO #01: GENERAL DERRICK CRANE LAYOUT

SCALE: 1" = 10'-0"-

1 DERRICK CRANE DEMO PLAN

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EXTERIOR EQUIPMENT TO BE DEMOLISHED

(SEE SHEET MD401)

CRANE OPERATING HOUSE

AIR COMPRESSOR SYSTEM

STIFFLEG (SEE REF DWG 7)

MAST (SEE REF DWG 3) (SEE REF DWGS 9 & 10)

BOOM

BULLWHEEL (SEE REF DWGS 5 & 6)

C H

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SHALL NOT BE DAMAGED AND SHALL REMAIN IN SERVICE.

3. THE COMPRESSED AIR SYSTEM (SERVES THE SALT WATER BARRIER)

INSTALLATION OF NEW PEDESTAL CRANE. .

DEMOLISHED SHALL BE CLEANED AND PREPARED FOR ANCHORING AND

2. THE VOID REMAINING WHERE THE BULLWHEEL/PEDESTAL BEARING IS

DRAWINGS 1-13.

COMPONENTS LOCATED BENEATH DECK LEVEL. SEE REFERENCE

WIRE ROPE, PEDESTAL BEARING, PULLEYS AND ANCHORING) INCLUDING

OF THE DERRICK CRANE (INCLUDING BUT NOT LIMITED TO BOOM, MAST,

1. THE CONTRACTOR SHALL DEMOLISH ALL EXTERIOR COMPONENTS

NOTES:

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XX

PHOTO #02: OPERATING HOUSE PHOTO #03: AIR COMP & SWINGER HOIST

PHOTO #04: MAIN HOIST PHOTO #05: WIRE ROPE ALLEY PHOTO #06: UPSTAIRS CONTROL & ELECTRICAL

MD401

A N

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1 OPERATING HOUSE DEMO PLAN

" = 1'-0"4

1SCALE:

LOCATION AND DIRECTION OF PHOTOGRAPH

LEGEND: NOTES:

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HOISTS TO BE RETAINED

MAIN, AUXILLIARY AND BOOM

VOID FOR REPLACEMENT CRANE BASE)

AND REINFORCING PEDESTAL BEARING

INTO OPERATING HOUSE WHEN FILLING

OPERATING HOUSE, CONCRETE FILL 2 FT

WIRE ROPE ALLEY (CUT ROPE 2 FT INSIDE

INTERIOR EQUIPMENT TO BE DEMOLISHED

OVER - SEE STRUCTURAL DRAWINGS)

(RESULTANT HOLE TO BE GRATED

AND DELIVERED TO GOVERNMENT

SWINGER HOIST TO BE REMOVED

OVER - SEE STRUCTURAL DRAWINGS)

(RESULTANT HOLE TO BE GRATED

AND DELIVERED TO GOVERNMENT

SWINGER HOIST TO BE REMOVED

C H

A P

M A

N

MAIN / BOOM / AUX HOISTS.

5. SEE REFERENCE DWG 14 FOR SWINGER HOIST DETAILS AND REFERENCE DWG 15 FOR

LAYOUT.

4. SEE REFERENCE DWG 16 & 17 FOR CRANE OPERATING HOUSE ELECTRICAL DETAILS AND GENERAL

NOT BE DAMAGED BY THE CONTRACTOR.

3. THE WATER LEVEL INDICATOR AND ASSOCIATED EQUIPMENT SHALL REMAIN IN SERVICE AND

THE FLOOR SHALL BE GRATED OVER.

DELIVERED TO THE GOVERNMENT FOR HISTORICAL PRESERVATION. THE RESULTING HOLE IN

2. THE SWINGER HOIST (PHOTO #3) WITH BASE AND ELECTRIC MOTORS SHALL BE REMOVED AND

AND NOT BE DAMAGED BY THE CONTRACTOR.

THAT PROVIDE COMPRESSED AIR TO THE SALT WATER BARRIER SHALL REMAIN IN SERVICE

1. THE AIR COMPRESSOR, STORAGE TANKS, CONTROLS, POWER AND REMAINING COMPONENTS

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STOP LOGS 6 & 7

STOP LOGS 4 & 5

STOP LOGS 1, 2 & 3

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1 LUFFING CRANE LAYOUT PLAN

SCALE: 1" = 10'-0"

0' 5' 20' 40'10'

SCALE: 1''= 10'-0"

COMPRESSED AIR SYSTEM

OPERATING HOUSE AND

RETAIN EXISTING CRANE

A M-201

N52.0

N40.0

0.0 N

.0 E

.0 E

= -15 FT MLLW

SALT WATER BARRIER = 89 FT COE DATUM

= +20-22 FT MLLW

LAKE ELEVATION = 124-126 FT COE DATUM

= +26 FT MLLW

PIER DECK ELEVATION = 130 FT COE DATUM

S40.0

750 KW DIESEL GENERATOR

MARINE LUFFING CRANE

C H

A P

M A

N

PROPERLY SUIT THE INSTALLED SYSTEM.

SYSTEM IS USED ALL HYDRAULIC RELATED ALARMS SHALL BE MODIFIED TO

CRANE BOOM MAY BE ACTUATED BY OTHER MECHANICAL MEANS. IF ALTERNATE

6. HYDRAULIC CYLINDERS SHOWN IN DRAWINGS ARE NOT A DESIGN REQUIREMENT.

5. CONTRACTOR SHALL PROVIDE ALL APPLICABLE CRANE CERTIFICATIONS.

ROPE, BLOCK, HOOK AND TACKLE TO PERMIT CRANE LIFTS INDICATED.

POWER, DISTRIBUTION OF POWER TO CRANE AND CARRIAGE SYSTEM, WIRE

4. CONTRACTOR SHALL PROVIDE A COMPLETE SYSTEM INCLUDING GENERATOR

SPECIFICATIONS AND CRANE MANUFACTURER'S INSTRUCTION.

STEEL REINFORCEMENT TO ACCOMMODATE THE LUFFING CRANE PER CRANE

DURING DECK REPAIR, THE CONTRACTOR SHALL INSTALL ANCHOR BOLTS AND

OF THE CRANE OPERATING HOUSE) WITH REINFORCED CONCRETE.

3. THE CONTRACTOR SHALL FILL ALL VOIDS IN THE CONCRETE DECK (EXTERIOR

GRAPHIC DESCRIPTION.

AXIS OF THE BOOM). SEE SHEET M-201 'LUFFING CRANE - ELEVATION' FOR A

EDGE OF THE MAIN BLOCK PULLEY (MEASURED ALONG THE LONGITUDINAL

DISTANCE BETWEEN THE VERTICAL AXIS OF SLEW ROTATION AND THE FAR

A LENGTH BETWEEN 110 AND 115 FEET. BOOM LENGTH IS DEFINED AS THE

2. THE LUFFING CRANE SHALL HAVE A SINGLE OR DOUBLE BOX TYPE BOOM WITH

STOPLOG LIFT. LIFTING BEAM NOT UTILIZED FOR LIFTS L5-L7.

2. THE WEIGHTS INDICATED DO INCLUDE LIFTING BEAM TO BE UTILIZED IN EVERY

BLOCKS(S) AND HOOK.

1. THE WEIGHTS INDICATED DO NOT INCLUDE WEIGHT OF CRANE WIRE ROPE,

NOTES:

110 50,000ROTATE SALT WATER BARRIER L7

101 4,500 LIFT SOUTH SLOT GUARD L6

21 4,500LIFT NORTH SLOT GUARD L5

56 93,000LIFT STOP LOG #1 FROM SLOT L4

78 58,000LIFT STOP LOG #6 FROM STORAGE L3

71 58,000LIFT STOP LOG #4 FROM STORAGE L2

67 93,000LIFT STOP LOG #1 FROM STORAGE L1

RADIUS (FT)WEIGHT (LBS)DESCRIPTIONLIFT NO.

CRANE LIFTS:

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A LUFFING CRANE ELEVATION

E L E

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M-101 " = 1'-0"16

3SCALE:

= 1'-0"" 16

3SCALE:

2'1'5'4'3' 5'

OPERATING HOUSE

EXISTING CRANE

BOOM LENGTH = 110 FT TO 115 FT

LIFTING BEAM

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STOP LOGS

BULKHEADS/

BLOCK

LOAD

HOOK

DUPLEX

-MANUAL OVERRIDES FOR ALL SAFETY LIMITERS SHALL BE PROVIDED.

-BOOM MOTION LIMITERS.

-HOOK AND BLOCK LIMITERS.

VELOCITY OF 60 FEET/SECOND HAS BEEN EXCEEDED.

TRIGGERED IN THE CAB AND AT REMOTE CONTROL STATIONS WHEN A WIND

OPERATOR'S STATION IN THE CAB, AND A VISIBLE OR AUDIBLE ALARM SHALL BE

THE TOP OF THE CRANE. A VELOCITY READOUT SHALL BE PROVIDED AT THE

-AN AMBIENT WIND VELOCITY DEVICE. THIS DEVICE SHALL BE MOUNTED AT OR NEAR

-AN AUDIBLE HORN OPERABLE FROM THE CRANE CAB SHALL BE PROVIDED.

PROVIDED WITH LOCKS.

-IF FOOT PEDAL BRAKES ARE PROVIDED, THE FOOT PEDAL BRAKES SHALL BE

LOAD.

-A HOIST LINE PULL LIMITING DEVICE SHALL BE PROVIDED, THAT LIMITS THE LIFTED

-A CRANE LEVEL/ANGLE INDICATOR SHALL BE PROVIDED.

ELECTRICAL SWITCH CABINET.

-EMERGENCY STOP BUTTONS SHALL BE PROVIDED IN THE CONTROL CAB AND IN THE

LEVEL, AND GENERATOR FUEL LEVEL, WITH DISPLAY IN THE OPERATOR'S CAB.

-SENSORS SHALL BE INSTALLED FOR HYDRAULIC OIL TEMPERATURE, MINIMUM OIL

THE BRAKES SHALL ENGAGE AUTOMATICALLY.

-IN CASE OF POWER FAILURE, MOTOR FAILURE, OR HYDRAULIC PRESSURE DROP,

-LIMIT SWITCH FOR THE HIGHEST HOOK POSITION.

-A LOAD-MOMENT-INDICATING (LMI) SAFETY SYSTEM SHALL BE PROVIDED.

SAFETIES AND MONITORING SHALL INCLUDE, AT A MINIMUM, THE FOLLOWING FEATURES:

SAFETY SYSTEM:

C H

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PROPERLY SUIT THE INSTALLED SYSTEM.

SYSTEM IS USED ALL HYDRAULIC RELATED ALARMS SHALL BE MODIFIED TO

CRANE BOOM MAY BE ACTUATED BY OTHER MECHANICAL MEANS. IF ALTERNATE

9. HYDRAULIC CYLINDERS SHOWN IN DRAWINGS ARE NOT A DESIGN REQUIREMENT.

8. LIFTING BEAM WEIGHT IS INCLUDED IN APPLICABLE LIFT WEIGHTS LISTED ON M-101.

(BENEATH) TO PROVIDE LIFT VISIBILITY DURING NIGHT LIFTS.

7. A 10,000 LUMEN FLOODLIGHT SHALL BE POSITIONED NEAR THE BOOM END

CRANE SLEWING COLUMN AND IN THE CONTROL CAB.

6. LIGHTING SHALL BE PROVIDED OUTSIDE & ABOVE THE ACCESS DOOR, IN THE

WINDSHIELD WIPER, AND A ROLL-DOWN VISOR.

5. CONTROL CAB SHALL BE PROVIDED WITH HEATING, 6 OPERABLE WINDOWS, A

EXISTING LWSC SECURITY SYSTEM.

KEYPAD AND CARD-READER. KEYPAD AND CARD-READER TO BE COMPATIBLE WITH

4. CRANE ACCESS DOOR AT GROUND LEVEL TO BE SECURED WITH GOVERNMENT

LEVEL AND INTERIOR STAIRS, LADDER, OR SHIPLADDER.

3. ACCESS TO THE CAB SHALL BE PROVIDED BY AN ACCESS DOOR AT THE GROUND

SWING (I.E. TO CLEAR CRANE OPERATING HOUSE).

ABLE TO PERFORM REQUIRED LIFTS AND PROVIDE CLEARANCE FOR 360 DEGREE

2. TOTAL CRANE HEIGHT SHALL BE DETERMINED BY CONTRACTOR, SO AS TO BE

SPECIFICATION SECTION 41 00 44.00.

CRANE SHALL BE DESIGNED AND DELIVERED IN ACCORDANCE WITH CRANE

FINAL DIMENSIONS TO FIT WITHIN SPACE SHOWN ON THIS AND OTHER SHEETS.

1. CONTRACTOR IS RESPONSIBLE FOR OVERALL DESIGN OF CRANE, INCLUDING

NOTES:

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FOUNDATION OF EXISTING CRANE

OPERATING HOUSE 1 TO REMAIN

DETAIL: GENERATOR INSTALLATION LAYOUT

PHOTO #09PHOTO #08

PHOTO #07

NOT TO SCALE

EXISTING CONDUIT RUN

LEGEND:

01 LOCATION AND DIRECTION OF PHOTOGRAPH

M-501

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3' CLEARANCE

OPERATING HOUSE)

HOUSE 1 AND DERRICK CRANE

THIS LOCATION (BETWEEN OPERATING

GENERATOR TO BE INSTALLED AT

TO REMAIN

OPERATING HOUSE 1

HOUSE TO REMAIN

DERRICK CRANE OPERATING

AND FITTINGS AS DETAILED ON SHEET A-502.

WALL NEAR THE GENERATOR. EACH SECTION OF RAIL SHALL HAVE MOUNTING BRACKETS

6. PROVIDE (4) 8' LONG SECTIONS OF RAIL, FOR A TOTAL OF 32' OF RAIL ALONG THE PIER

CONVENIENT OPERATION, MAINTENANCE, AND REFUELING.

5. GENERATOR ORIENTATION SHALL BE DETERMINED BY CONTRACTOR, TO FACILITATE

ENVIRONMENT AND WIND DRIVEN RAIN.

EQUIPMENT SHALL BE FULLY PROTECTED AGAINST THE EFFECTS OF THE MARITIME

4. GENERATOR ENCLOSURE SHALL BE WEATHERPROOF. ENCLOSED GENERATOR AND

3. GENERATOR ENCLOSURE SHALL HAVE A FOOTPRINT NOT GREATER THAN 25' X 10'.

ANCHOR BOLTS INTO THE CONCRETE SHALL NOT INTERFERE WITH CONDUIT RUN.

2. GENERATOR MAY BE PLACED OVER EXISTING CONDUIT RUN; HOWEVER, GENERATOR

1. PLACE GENERATOR TO PROVIDE 3' CLEARANCE FROM RAIL AS SHOWN.

NOTES:

CABLE TRAY

LOCKS (SEE A-502)

PEDESTRIAN AREA OF LARGE

ANONDIZED RAIL TO MATCH

PROVIDE 32 FT ALUMINUM

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HOME RUN TO PANEL

OTHERWISE NOTED

RACEWAY CONCEALED IN CEILING OR WALL UNLESS

RACEWAY EXPOSED

TRANSFORMER AND DESIGNATION

AWG AMERICAN WIRE GAUGE

BC BARE COPPER

CB CIRCUIT BREAKER

EXST EXISTING

GFCI GOVERNMENT FURNISHED, CONTRACTOR INSTALLED

GFI GROUND FAULT CIRCUIT INTERRUPTER

GFGI GOVERNMENT FURNISHED, GOVERNMENT INSTALLED

GND GROUND

HOA HAND - OFF - AUTO

IAW IN ACCORDANCE WITH

NIC NOT IN CONTRACT

OISC OIL INSULATED SELF COOLED

RGS RIGID GALVANIZED STEEL

SWB SWITCHBOARD

UON UNLESS OTHERWISE NOTED

V

AM - AMPERE

VM - VOLT

DEMAND METER

KWH - KILOWATT HOUR/

METER

GROUND FAULT RELAY

POTENTIAL TRANSFORMER

CURRENT TRANSFORMER

GENERATOR

SEPARABLE CONNECTION

TRANSFORMER

RELAY

LIGHT

GROUND

SPLICE

FUSE

SURGE ARRESTER CONTACTS

SWITCH

FUSED CUTOUT

CONNECTION

TERM…