17B0007_Amendment_0002_Plan_Revisions.pdf

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IDENTIFICATION

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US Army Corps of Engineers ®

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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. FOUNDATION

ENGINEER SHALL ASSUME LOCK MONOLITH CONSISTS OF CONCRETE WITH A COMPRESSIVE

STRENGTH OF 5000 PSI.

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

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1SCALE:

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GENERATOR

CRANE LOCATION

COMPRESSORS

EXISTING AIR

EDH-LTG

EXISTING PANEL

WITH GOVERNMENT PERSONEL.

1. CONTRACTOR TO DETERMINE FINAL LOCATION OF EQUIPMENT

GENERAL NOTES:

TRENCH.

ROUTE USING EXISTING

AUXILLARY POWER.

CRANE AND CRANE

E L E

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A L P

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NOTE 1

NOTE 1

NOTE 3

NOTE 4

4. JUNCTION BOX FOR POWER CONNECTION TO CRANE.

3. 750KW, 480V, 3PH GENERATOR SET WITH MCC.

2. PROVIDE NEW 240V CIRCUIT FOR THE CRANE AUXILLARY LOADS.

FROM A 240V SYSTEM TO A 480V SYSTEM.

1. REUSE EXISTING CONDUCTORS FOR HYDRAULIC PUMPS. REWIRE PUMPS

NOTES:

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IDENTIFICATION

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US Army Corps

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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\Electrical\E-101 - EMERGENCY DAM HOIST HOUSE PLAN AND SECTIONS

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24SHEET

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EDGE OF WALL N-90

EDGE OF WALL N-40

CHANNEL FLOW

" = 1'-0"4

1SCALE:

E E

E

E

E

OF CONTROL HOUSE #1

SEE SHEET E-401 FOR ENLARGED PLAN

HYDRAULIC PUMP

LANDSIDE

HYDRAULIC PUMP

RIVERSIDE

ELECTRICAL PLAN

2-4"

CABLE T

RAYS (E

XISTING)

P

L

W C

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.d g n

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IN

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IA

G R

A M

E-601

200A

TRANSFORMER HOUSE

(3) 350 KCM

VC-1

400A

100100

VC-3 VC-2

VISITOR CENTER

300HP

250A

TLTP

600A

100200225

225 175

TL-2

YSD MOCKING

(3)#I/O

TL-6

MACHINE

SHOP

(3)#2/0

WAREHOUSE NO.2

TL-8

(3)#1/0

FISH LADDER

3/C #4 & (1) #6

2"C-(3)#2/0 & 1#6

(3)-75 KVA,10

2400-120/240V

IZ-6.3%

CONTROL HOUSE #4

100A

80A

PP-A PP-1 PP-2 PP-3 PP-4

MCC

CH 3

MDP

CONTROL HOUSE #3

(3)-75 KVA, 10

2400-120/240V

IZ-6.3%

3#2/0 & 1#6

MDP

3#2/0 & 1#6

MCC

60HP

4/C #6

MCC

MDP

CONTROL HOUSE #2

(3)-75 KVA, 10

2400-120/240V

IZ-6.3%

CH-2

2#C-(3) #3/0 & 1#6

3/C#2

EXISTING

CARPENTER

SHOP

NO.2

(3)#2/0

(3)#2

(3)#1/0

(3)#2/0

CH#1

3#2/0-1"6

TRANSFORMER

HOUSE

LAV-LTG

LAVATORY &

STORAGE ROOM

TO WELDING

RECEPTS

MDP

MCC

(3) 500 MCM

200A

SEATTLE CITY

LIGHT

ISC = 3550A

METERING PP-T PP-P PP-S

IZ-4.3%

208-240V

75 KVA 30

STEEL SHOP

2400-208/120V

IZ-4.7%

MACH RECESS #2 60

BOAT HOUSE

BH-LTG.

3#2/0 & 1#6

4/C#4

2"C(3)#3/0 & 1#6

300HP 75HP

ADMINISTRATION BLDG.

DEWATERING PUMPS

150 KVA, 30

2400V-208/120V

(2) SETS OF 3#3 &

1#1/0 IN 2"C

IN 3" C.

(3) 1/C #4, 5KV-SH.

TP-6

WAREHOUSE

(3)#3/0

(3)#1/0

TP-4 TL-1

TL-1

GARAGE

NO. END

SO. END

GARAGE

TL-4

WAREHOUSE

NO.1

SPLICE

BOX

(4)#3/0 2"C

SHORE

POWER

A3

GARAGE

NO. END

SO. END

GARAGE

(3)#4/0

TP-1

TPIN

TP-5

(3)#3/0 & (1) #4

MACH. SHOP

TP-3

SEC. I SEC. II

MACHINE

SHOP

TP-3A

(MLO)

(3)#1/0

J

SHOP

CARPENTER WAREHOUSE #1

2ND FLOOR

TL-4A TL-4D

(EXIST'G-

(3)#2 (3)#4 (3)#4 (3)#1/0

(3)-75KVA, 10

2400V-120/240V

IZ = 6.3%

COMPRESSOR

EDH-LTG.

HOUSE

2"C-(3)#2/0 & 1#6

1P

1P

GUARD HOUSE

(4)#2-IN EXIST.

(3)#1 IN

PNL.)

J J

ELECTRICAL SHOP

(WAREHOUSE #1)

CARPENTER

SHOP ADD

(WHSE #1) (3)#3/0

(3)#3/0

TL-7

TL-7A

2060A

GH-LTG.

GREENHOUSE

GHS-LTG.

FUEL STOR.

LTG SW.

(3)#2

TL-12

STEEL SHOP

PDL GP

AMP

208/120

(4)#2-(1)#8

CONTROL HOUSE #1

GARDNERS STORAGE

(WAREHOUSE NO.1)

TL-4C TL-4B

(4)#1 IN

3#4/0-5KV, 1#4GND

3#4/0-5KV, 1#4GND

LOAD BANK

400KW

J

MANUAL XFER SWITCH

800A-3P-600V,S/N

GFI

800A

2(4#500KCMIL, 1#1/0GND)

G

2(3#500KCMIL, 1#1/0GND)

2(4#500KCMIL, 1#1/0GND)

d

2400V, 30, 3W

TRANSFORMER HOUSE

1‚"C-3#1 1‚"C(3)#1

(3)#1, 1•"C

(4)#4/0 IN 2•"C

(4)#2, 1•"C

1‚"C 1•"C

1•"C (4)#2 IN 1•"C

1•"C-(4)#8

1•"C

Z=5.4%

480Y/277V-2400V

500 KVA, 30

d

200A 200A 200A

175A

300KVA, 30

2400-480/277V

100A

400A

3 #2/0 - 5KV

AP-11 AL-7 AL-8 AL-9

225A

150 KVA, 30

2400-208/120V

IZ = 4.2%

AP AL

225A

BASEMENT

75KVA, 30

208V-240V

(3)#250

(3)#4 (3)#4

ADMINISTRATION

ADMINISTRATION BUILDING

P1

& 1#6

2"C-(3)#2/0

& 1#6

2"C-(3)#2/0

P1

P1

SALT WATER

RETURN VALVE

SPILLWAY

GATES

TRIDENT CRANE

100A 100A

AIR COMP'R IN

x "=0.167 P.U.

480Y/277V

400 KW @ 0.8PF

2"C-(3)#2/0 & 1#6

HMR

HML

(4)#1

(4)#3

PANEL 'MP' PANEL AC

LAV-LTG

(2) CAPSTAN (25HP)

(2) STONEY GATE VALVE (50HP)

TYPICAL CONTROL HOUSE

(2) CAPSTAN (25HP)

(2) STONEY GATE VALVE (50HP)

TYPICAL CONTROLHOUSE

10.27 X/R @1/2cyc

14404 SCA Asym @ 1/2cyc

9976 SCA Sym @ 1/2cyc

441719 SCKVA

25.564 KV-Nom

UTILITY XFMR PRI

XFMR-UTP

29 X/R @1/2cyc

5808 SCA Asym @1/2cyc

3595 SCA Sym @1/2cyc

500 KVA

480 V-Nom

GENERATOR

PUMP UNITS

(2) HYDRAULIC

CENTRAL CONTROL TOWER

ID TOFROM VOLTAGE CONFIGURATION PHASES CONDUCTORS

NUMBER OF

CONDUCTOR SIZE LENGTH, FT. RACEWAY TYPE FEEDER PROTECTION

SEATTLE CITY LIGHT (SCL) SERVICE

A

B

C

D

E

F

G

H

I

J

K

L

M

MAIN PP NORMAL

EMERGENCY PP

SCL POLE

PP-T

PP-T TAP

PP-P

PP-S

TRANSFER SWITCH

EPP-A

EPP-1

EPP-2

EPP-3

EPP-4

SPLICE NEAR CHANNEL 4

SPLICE NEAR CHANNEL 4

MAIN PP-NORMAL

TL TX IN TX HOUSE

VC TX IN VISITOR CENTER

DEWATERING PUMPS

TRANSFER SWITCH

EMERGENCY-EPP

AL IN ADMIN BLDG

CONTROL HOUSE-1 TX

CONTROL HOUSE-2 TX

CONTROL HOUSE-3 TX

SPLICE NEAR CONTROL HOUSE 4

CONTROL HOUSE-4 TX

CONTROL TOWER TX

DELTA

DELTA

DELTA

DELTA

DELTA

DELTA

DELTA

DELTA

DELTA

DELTA

DELTA

DELTA

DELTA

350 KCMA CU

2 AWG CU

4 AWG CU

2/0 AWG CU

4/0 AWG CU

3-4/0 CU, 1-4 CU

4 AWG CU

2 AWG CU

4 AWG CU

4 AWG CU

1/0 AWG CU

1/0 AWG CU

1/0 AWG CU

DUCT BANK

DUCT BANK

DUCT BANK

3" CONDUIT

AGS

AGS

DUCT BANK

DUCT BANK

DUCT BANK

DUCT BANK

DUCT BANK

AGS

AGS

UNKNOWN

3-120 A FUSE

2-120 A FUSE

3-200 A FUSE

3-200 A FUSE

1-800 A CB AT 480 V

3-60 A FUSE

3-80 A FUSE

3-80 A FUSE

3-80 A FUSE

3-80 A FUSE

NONE

NONE

2400 VOLT CABLE AND CONDUIT SCHEDULE

CU = COPPER

CH = CONTROL HOUSE

EPP = EMERGENCY POWER PANEL

225KVA, 30

400A-3P-2.4KV

5.061 X/R @1/2cyc

5627 SCA Asym @1/2cyc

4480 SCA Sym @1/2cyc

2.4 KV-Nom

FEDERAL PACIFIC AUTO XFER SW

IZ-4.2%

208Y/120V-2400V

30 KVA-XFER, 30

120A

AL-10

NORTH RESTROOM

MCC

PNL-R

PNL-S

KVA 5

240/120/240

120/208V/240

45 KVA, 30 LTG PNL

PP = POWER PANEL

AGS = ACID GALVANIZED STEEL

TX = TRANSFORMER

GP

IZ-3.0%

HYD. PUMP

345KW

CRANE

(2) CAPSTAN (25HP)

(2) STONEY GATE VALVE (50HP)

CONTROL HOUSE

TYPICAL LAND WALL

60HP 60HP

G

ONE-LINE

3#1, 1 #6 GND

2(3#350), 1#3 GND

4#1/0, 1 #8 GND

S U

S

IN

S U

S

IN

CR

GN-CR

1000A MCC

240V

CRANE AUX LOAD

240V

CRANE AUX LOAD

240V

CRANE AUX LOAD

750 KW

GENERATOR

CRANE OPERATING

GENERATOR BATTERY CHARGER

GENERATOR JACKET-COOLANT HEATER

GENERATOR ENGINE OIL HEATER

GENERATOR ANTI-CONDENSATION HEATER

CRANE LIGHTING

CRANE RECEPTACLES

PEDESTAL HEATER

M A

S T

E N

HIGH LEG APPROPRIATELY.

6. PANEL CR IS FED BY A 3 PHASE 240V DELTA SYSTEM FROM PANEL MDP. USE

OPERATE PROPERLY.

EQUIPMENT PER NEC AND CRANE LOAD REQUIREMENTS TO HAVE SYSTEM

SIZES ARE FOR BIDDING PURPOSES ONLY. CONTRACTOR TO SIZE

5. MOTOR CONTROL CENTER, STARTERS, CONDUCTORS, AND BREAKER

GENERATOR SET AND THROUGH OPERATING HOUSE.

4. ROUTE NEW CONDUCTORS TO CRANE USING EXISTING TRENCH NEXT TO

REWIRED TO 480V SYSTEM.

USING EXISTING TRENCHES WHERE POSSIBLE. HYDRAULIC PUMPS TO BE

3. ROUTE NEW CONDUCTORS TO EXISTING HYRDAULIC PUMPS AND ROUTE

INTERNAL BREAKERS, AND STARTERS. .

2. PROVIDE 1000A MOTOR CONTROL CENTER WITH ASSO. BUCKETS,

1. PROVIDE 750KW GENERATOR SET.

NOTES:

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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\Electrical\E-601 - ONE-LINE DIAGRAM

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REFERENCE DRAWING 42