CE0435_Main-Gingko_IFB_Dwgs_Rev-1_29Jun2017xx.pdf

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US Army Corps of Engineers

SEATTLE DISTRICT

REPAIR/REPLACE ELECTRICAL DISTRIBUTION LINE

BETWEEN MAIN-GINGKO SUBSTATIONS (McCHORD) JOINT BASE LEWIS McCHORD, WASHINGTON

IFB Solicitation W912DW-17-B-0005 IFB PACKAGE No. CE0435

STATE MAP

N.T.S.

VICINITY MAP

N.T.S.

PROJECT LOCATION MAP

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SEE PROJECT

LOCATION MAP

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GINGKO

SUBSTATION

MAIN

SUBSTATION

MCCHORD

FIELD MAIN GATE

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Text Box REV-1 VOLTAGE REGULATOR STORAGE LOCATION - 29JUN2017 mjk

ELECTRIC MANHOLE

ELECTRIC POLE

NEW 13.8 kV OVERHEAD PRIMARY

UGPNEW 13.8 kV UNDERGROUND PRIMARY

CLEARING ZONE

LEGEND GENERAL NOTES

ABBREVIATIONS

E

X X

X X

DOUBLE CROSSARMS

SINGLE CROSSARM

FUSED OUT, 14 kV

FINISH FLOOR

FLOWABLE THERMAL BACKFILL

TRANSFORMER

SUSPENSION INSULATOR, POLYMER

ARM MOUNTED PIN INSULATOR, PORCELAIN

PHASE

SECTIONALIZING

PROPOSED POWER POLE NUMBER

EXISTING POWER POLE NUMBER

MANHOLE

DA

SA

FCO

FF

FTB

XFMR

SUSP

PIN

PH

SECT

MH

1. FOR LOCATIONS OF EXISTING FACILITIES SEE LOCATION AND VICINITY MAPS.

2. EXISTING UTILITY LOCATIONS SHOWN ARE BASED ON BEST AVAILABLE INFORMATION AND MAY

NOT EXACTLY REFLECT FIELD CONDITIONS. THE CONTRACTOR IS RESPONSIBLE FOR FIELD

VERIFYING ALL UTILITY LOCATIONS.

3. THE CONTRACTOR SHALL NOT DISTURB OR BLOCK ACCESS TO OTHER FACILITIES AND WORK

AREAS THAT MAY BE ADJACENT TO THE SITE. DETOURS, WHEN REQUIRED, SHALL BE

COORDINATED WITH THE CONTRACTING OFFICER.

4. CARE SHALL BE TAKEN WHEN DIGGING IN THE AREA OF EXISTING OPERATIONAL FUEL LINES.

PROBES SHALL BE USED TO LOCATE PIPE. EXCAVATION SHALL BE BY HAND DIGGING FROM

WITHIN 18 INCHES VERTICALLY ABOVE AND 4 FEET HORIZONTALLY, OF THE EXISTING FUEL LINES.

BASE FUELS PERSONNEL SHALL BE NOTIFIED THROUGH THE CONTRACTING OFFICER 14 DAYS IN

ADVANCE OF EXCAVATIONS, SO THAT THEY CAN BE ON-SITE WHEN-EVER EXCAVATIONS ARE IN

PROGRESS.

5. HARVESTING OF TREES AND SALEABLE TIMBER REQUIREMENTS WILL BE AS PER JBLM LOG

DECKING SPECIFICATIONS. SEE SHEET C-701 AND C-702 FOR TREE TYPE AND SIZE INFORMATION.

6. CONTRACTOR WILL NOT BE REQUIRED TO GRUB THE TREES THAT ARE CLEARED BETWEEEN THE

AREA OF WEST ENTRANCE ROAD AND GINGKO SUBSTATION.

DETAIL INDICATION

DETAIL TITLE

GENERAL SYMBOLS

SECTION CUT

TOP - SECTION IDENTIFICATION LETTER

BOTTOM - DRAWING ON WHICH SECTION IS DRAWN

SECTION TITLE

TOP - SECTION IDENTIFICATION LETTER

BOTTOM - DRAWING(S) FROM WHICH SECTION IS TAKEN

TOP - DETAIL IDENTIFICATION NUMBER

BOTTOM - DRAWING(S) FROM WHICH DETAIL IS TAKEN

TOP - DETAIL IDENTIFICATION LETTER

BOTTOM - DRAWING ON WHICH DETAIL IS DRAWN

1. MINIMUM 0.25% SLOPE FOR POWER AND COMMUNICATION CONDUITS. SLOPE TO DRAIN TOWARDS

THE MANHOLE/END OF DUCTBANK.

2. MINIMUM 36" DEPTH BELOW FINISHED GRADE FOR ALL CONDUITS. DISTANCE MEASURED FROM

CONDUIT OUTSIDE DIAMETER.

DUCT BANK PROFILE MINIMUM REQUIREMENTS

A

E-500

A

E-100

SECTION

E-500

E-100

DETAIL

NEW 600 kV UNDERGROUND SECONDARY UGS

STARTING AT EAST SIDE OF GINGKO SUBSTATION (NEAR POLE 501)

TO WEST ENTRANCE ROAD

* SEE GENERAL NOTE 6 ABOVE

EW EACH WAY

EF EACH FACE

T&B TOP AND BOTTOM

TYP TYPICAL

MIN MINIMUM

MAX MAXIMUM

PCF POUNDS PER CUBIC FOOT

PSF POUNDS PER SQUARE FOOT

PLF POUNDS PER LINEAR FOOT

TOC TOP OF CONCRETE

TOS TOP OF SLAB

DIA DIAMETER

REINF REINFORCING

CJ CONSTRUCTION JOINT

CONC CONCRETE

STD STANDARD

HORIZ HORIZONTAL

UNO UNLESS NOTED OTHERWISE

JT JOINT

NTS NOT TO SCALE

NEW UNDERGROUND CONTROLS UC

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12' (TYP)10.00'20.00'

PROPOSED 13.8 kV

DISTRIBUTION POLE LINE

30' CLEARING ZONE

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EXISTING

SECURITY

FENCE

TYPICAL CLEARING ALONG

ELECTRICAL DISTRIBUTION ROUTE

N.T.S.

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1. PURPOSE OF THIS SURVEY

THIS SURVEY WAS PERFORMED ON/DURING NOVEMBER AND DECEMBER 2015 IN SUPPORT OF BLACK AND VEATCH IN SUPPORT OF THE REPAIR/REPLACEMENT/RELOCATION OF A PORTION OF

THE MAIN ELECTRICAL SUBSTATION AND IS INTENDED TO BE USED FOR THIS PURPOSE. SPECIFIC INFORMATION SHOWN HEREON SHOULD BE VERIFIED AS TO ITS ACCURACY IF THIS SURVEY IS

TO BE USED FOR PURPOSES OTHER THAN WHAT IT WAS INTENDED FOR.

2. BASIS OF BEARING

THE BASIS OF BEARING IS THE WASHINGTON STATE PLANE COORDINATE SYSTEM, SOUTH ZONE, NAD83/11, US FEET, BASED ON WASHINGTON STATE DEPARTMENT OF TRANSPORTATION

SURVEY CONTROL VALUES TIED TO NGS VALUES ENSURING PERPETUITY. FIELD VERIFICATION OF WASHINGTON STATE DEPARTMENT OF TRANSPORTATION MONUMENTATION SHOWN HEREON

WAS PERFORMED USING GPS SURVEY METHODS UTILIZING THE WASHINGTON STATE GLOBAL POSITIONING REAL TIME NETWORK.

3. VERTICAL DATUM

THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD-88), FIELD VERIFICATION OF WASHINGTON STATE DEPARTMENT OF TRANSPORTATION MONUMENTATION SHOWN

HEREON WAS PERFORMED USING GPS SURVEY METHODS UTILIZING THE WASHINGTON STATE GLOBAL POSITIONING REAL TIME NETWORK AND GEIOD MODEL WASHINGTON12A

4. METHODOLOGY

FIELD MEASUREMENT FOR THIS SURVEY WERE PERFORMED USING LEICA MS50 AND TS15 TOTAL STATIONS, LEICA GS14 GPS RECEIVERS AND A LEICA P20 SCANSTATION. THIS SURVEY

COMPLIES WITH THE MINIMUM REQUIRED "ERROR OF CLOSURE" OF 1:10,000 FOR WASHINGTON STATE PLANE COORDINATES AS SET FORTH PER W.A.C. 332-130-090 (AND POSITIONAL

TOLERANCE LEVELS OF LESS THAN 0.011 METERS)

5. MONUMENTATION VISITATION

ALL SURVEY MONUMENTS AND OTHER SURVEY MARKERS SHOWN HEREON WERE VISITED DURING NOVEMBER AND DECEMBER 2015 UNLESS OTHERWISE INDICATED.

6. UNDERGROUND UTILITIES

SHOWN REPRESENT FIELD SURVEYED PAINT MARKS AS PLACED ON THE GROUND BY A UTILITY LOCATE SERVICE. NO GUARANTEE IS MADE THAT THE UNDERGROUND UTILITIES SHOWN

COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED OR THAT THE UNDERGROUND UTILITIES ARE SHOWN IN THEIR EXACT LOCATION. THE UTILITIES ARE SHOWN

AS ACCURATELY AS POSSIBLE FROM AVAILABLE INFORMATION.

7. TREES

TREES OVER 6 INCHES IN DIAMETER AT BREAST HEIGHT (DBH) WERE LOCATED AND TAGGED FOR CLEAR IDENTIFICATION. TREES THAT WERE IDENTIFIABLE DURING THE SURVEY AS "GARRY

OAKS" OVER 4 INCHES IN DIAMETER AT BREAST HEIGHT (DBH) WERE LOCATED AND TAGGED.

8. CONTOUR INTERVAL

1 FOOT

9. SUBSURFACE CONDITIONS

WERE NOT EXAMINED OR CONSIDERED AS PART OF THIS SURVEY. (800) 424-5555 OR 811 MUST BE CALLED NOT LESS THAN 48 HOURS BEFORE BEGINNING EXCAVATION WHERE ANY

UNDERGROUND UTILITIES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS.

G-005

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PANEL 01

PANEL 02 PANEL 03

PANEL 04

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PANEL 06

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SUBSTATION

MAIN

SUBSTATION

(SHEET C-101)

(SHEET C-102) (SHEET C-103)

(SHEET C-104)

(SHEET C-105)

(SHEET C-106)

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LAKEWOOD

150.00' (T

YP)

"C"

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' (T

Y P

NEW 13.8 kV DISTRIBUTION

POLE LINE

CLEARING ZONE

SEE NOTE 5 M

A

T C

H L

IN

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C -1

3. REMOVE 13.8 kV UNDERBUILD (CONDUCTORS, CROSS ARMS AND BRACKETS, AND ASSOCIATED

GUY WIRES FROM TPU-OWNED 115 kV

TRANSMISSION POLES 494 THRU 490.

4. REMOVE 13.8 kV CONDUCTORS, CROSSARMS AND

BRACKETS AND GUY WIRES FROM POLE "C". DUE TO

PROXIMITY OF POLE TO TPU-OWNED POLE 492,

COORDINATE REMOVAL OF POLE "C" WITH TPU.

5. PROVIDE 13.8 kV OVERHEAD DISTRIBUTION LINE AS

INDICATED, INCLUDING RISER FROM POLE 501 TO

GINGKO SUBSTATION.

6. SEE SHEET G-002 FOR LEGEND, ABBREVIATIONS,

AND GENERAL NOTES.

7. SEE SHEET C-700 FOR NEW POWER POLE

COORDINATES.

GINGKO

SUBSTATION

E-501

GAS SWITCH

DEMOLITION

SEE NOTE 3 (TYP)

02 03 04

KEY PLAN

(SEE SHEET E-401 FOR ENLARGED PLAN)

NOTES:

1. NEW 13.8 kV CONSTRUCTION SHALL BE GRADE C

PER IEEE C2 UNLESS OTHERWISE NOTED.

2. SEE SHEET E-705 FOR WOOD POLE SCHEDULE

(DEMOLITION AND NEW CONSTRUCTION)

SEE NOTE 4

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McCHORD DRIVE SW

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' (T

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NEW 13.8 kV

DISTRIBUTION POLE LINE

SEE NOTE 4

CLEARING ZONE

LAKEWOOD

LAKEWOOD

150.00' (TYP)

518 519

3. REMOVE 13.8 kV UNDERBUILD (CONDUCTORS, CROSS ARMS AND BRACKETS, AND ASSOCIATED

GUY WIRES FROM TPU-OWNED 115 kV

TRANSMISSION POLES 489 THRU 485.

4. PROVIDE 13.8 kV OVERHEAD DISTRIBUTION LINE AS

INDICATED.

5. SEE SHEET G-002 FOR LEGEND, ABBREVIATIONS,

AND GENERAL NOTES.

6. SEE SHEET C-700 FOR NEW POWER POLE

COORDINATES.

DEMOLITION

SEE NOTE 3 (TYP)

02 03 04

KEY PLAN

NOTES:

1. NEW 13.8 kV CONSTRUCTION SHALL BE GRADE C

PER IEEE C2 UNLESS OTHERWISE NOTED.

2. SEE SHEET E-705 FOR WOOD POLE SCHEDULE

(DEMOLITION AND NEW CONSTRUCTION)

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UGP

UGP UGP UGP UGP UGP UGP UGP UGP

UGS UGS UGS UGS

UGS

UGS UGS UGS UGS UGS UGS UGS UGS

UGS

UGS

U G

S

U G

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UGP

UGP

UGP UGP UGP UGP UGP UGP UGP UGP

E E E E E E

E E

E UGP

UGP UGP UGP UGP UGP

UGS UGS

UGS

UGS UGS UGS UGS

UGS

U G

S

UGP

UGP UGP UGP UGP

C-103

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NEW 13.8 kV

DISTRIBUTION POLE LINE

SEE NOTE 4

CLEARING ZONE

150.00' (TYP)

LAKEWOOD

526-T MH 01

NEW 13.8 kV

DISTRIBUTION LINE

3. REMOVE 13.8 kV UNDERBUILD (CONDUCTORS, CROSS ARMS AND BRACKETS, AND ASSOCIATED

GUY WIRES FROM TPU-OWNED 115 kV

TRANSMISSION POLES 484 THRU 480.

4. PROVIDE 13.8 kV OVERHEAD DISTRIBUTION LINE AS

INDICATED, PROVIDE 13.8 kV UNDERGROUND DUCT

BANK FROM POLE 526 AND MANHOLES FROM POLE

526 EAST TO THE RAILROAD TRACKS (SEE SHEET

C-104). UNDERGROUND DUCT BANK SHALL BE

INSTALLED USING DIRECTIONAL BORING IN LIEU OF

TRENCHING.

5. SEE SHEET C-200 FOR UNDERGROUND DUCTBANK

PROFILE.

6. POLE MOUNTED TRANSFORMER TO BE REMOVED

AND REPLACED BY PAD MOUNTED TRANSFORMER

AT POLE 526-T. CONNECT TRANSFORMER

SECONDARY TO EXISTING JUNCTION BOX FOR

EXISTING SIGN AND ROADWAY LIGHTING.

TRANSFORMER SHALL BE 50 kVA, 13800-240/120V.

7. SEE SHEET G-002 FOR LEGEND, ABBREVIATIONS,

AND GENERAL NOTES.

8. SEE SHEET C-700 FOR NEW POWER POLE

COORDINATES

E-501

3DEMOLITION

SEE NOTE 3 (TYP)

A

E-502

SEE NOTE 5

B

E-502

SIMILAR

TRANSITION

02 03 04

KEY PLAN

SEE NOTE 6

NOTES:

1. NEW 13.8 kV CONSTRUCTION SHALL BE GRADE C

PER IEEE C2 UNLESS OTHERWISE NOTED.

2. SEE SHEET E-705 FOR WOOD POLE SCHEDULE

(DEMOLITION AND NEW CONSTRUCTION)

B

E-502

F

E-502

W E

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T R

A N

C E

R O

A D

EXISTING SIGN

JUNCTION BOX

EXISTING SIGN

McCHORD DRIVE SW

50 kVA

TRANSFORMER

SEE NOTE 6

3-250 KCMIL & 1 #2 GRD, 4" C

(ROUTE THRU MANHOLE TO

EXISTING SIGN JB)

C

E-502

G E

-5

E-505

G E-502

ENLARGEMENT

NOT TO SCALE

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MATCHLINE SEE SHEET C-105

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1ST STREET NWNEW 13.8 kV

DISTRIBUTION LINE

SEE NOTE 5 & 6

LAKEWOOD

"A"

LAKEWOOD

MH 03

NEW 13.8 kV

DISTRIBUTION POLE LINE

3. REMOVE 13.8 kV UNDERBUILD (CONDUCTORS, CROSS ARMS AND BRACKETS, AND ASSOCIATED

GUY WIRES FROM TPU-OWNED 115 kV

TRANSMISSION POLES 479 THRU 477.

4. REMOVE 13.8 kV CONDUCTORS, CROSSARMS AND

BRACKETS AND GUY WIRES FROM POLE "A".

COORDINATE REMOVAL OF POLE "A" WITH TPU AND

CITY OF LAKEWOOD.

5. PROVIDE 13.8 kV OVERHEAD DISTRIBUTION LINE AS

INDICATED, PROVIDE 13.8 kV UNDERGROUND DUCT

BANK AND MANHOLES FROM POLE 527 WEST TO

BRIDGEPORT WAY (SEE SHEET C-103).

UNDERGROUND DUCT BANK SHALL BE INSTALLED

USING DIRECTIONAL BORING IN LIEU OF

TRENCHING. COORDINATE UNDERGROUND

RAILROAD TRACK CROSSING WITH BNSF RAILROAD.

6. SEE SHEET C-200 FOR UNDERGROUND DUCTBANK

PROFILE.

7. TRANSITION UNDERGROUND DUCTBANK FROM

SECTION C TO SECTION A AS SHOWN ON SHEET

E-502.

8. SEE SHEET G-002 FOR LEGEND, ABBREVIATIONS,

AND GENERAL NOTES.

9. SEE SHEET C-700 FOR NEW POWER POLE

COORDINATES

E-501

DEMOLITION

SEE NOTE 3 (TYP)

C

E-502

SEE NOTE 7

02 03 04

KEY PLAN

SEE NOTE 4

MH 02 A

E-502

E E-502

NOTES:

1. NEW 13.8 kV CONSTRUCTION SHALL BE GRADE C

PER IEEE C2 UNLESS OTHERWISE NOTED.

2. SEE SHEET E-705 FOR WOOD POLE SCHEDULE

(DEMOLITION AND NEW CONSTRUCTION)

C E-502

E-505

E-505

UGP

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Text Box REV-1 BORING LOCATION UNDER BNSF - 29JUN2017 mjk

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Callout HYDRO-EXCAVATING REQUIRED AT ALL UTILITY CROSSINGS OCCURING WITHIN THE U.S. OIL (TANK FARM) TYP.

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Callout ROUTING OF UG DUCTBANK IS LIMITED TO 'BENDS' CONSISTING OF LONG SWEEPS (MIN 25' DIA.) WITH NO ANGLE FITTINGS

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Callout EXIST'G (U.S. OIL) JET FUEL PIPELINE (6-inch) TO TANK FARM; BORING FOR TWO 24-inch DIA CASINGS OCCURS 5-FEET BELOW EXIST'G PIPELINE

E

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CLOVER CREEK

CLOVER CREEK

NEW 13.8 kV

DISTRIBUTION POLE LINE

SEE NOTE 4

PROPOSED SWITCHING

STATION MCCHORD

TASK ORDER NO. EC-02

IDIQ W9128F-15-D-0003

PROPOSED GRAVEL ACCESS ROAD

TASK ORDER NO. EC-02

IDIQ W9128F-15-D-0003

LAKEWOOD

LAKEWOOD

3. REMOVE 13.8 kV UNDERBUILD (CONDUCTORS, CROSS ARMS AND BRACKETS, AND ASSOCIATED

GUY WIRES FROM TPU-OWNED 115 kV

TRANSMISSION POLES 476 THRU 474.

4. PROVIDE 13.8 kV OVERHEAD DISTRIBUTION LINE AS

INDICATED.

5. SEE SHEET G-002 FOR LEGEND, ABBREVIATIONS,

AND GENERAL NOTES.

6. SEE SHEET C-700 FOR NEW POWER POLE

COORDINATES

DEMOLITION

SEE NOTE 3 (TYP)

02 03 04

KEY PLAN

NOTES:

1. NEW 13.8 kV CONSTRUCTION SHALL BE GRADE C

PER IEEE C2 UNLESS OTHERWISE NOTED.

2. SEE SHEET E-705 FOR WOOD POLE SCHEDULE

(DEMOLITION AND NEW CONSTRUCTION)

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NOTES:

1. NEW 13.8 kV CONSTRUCTION SHALL BE GRADE C

PER IEEE C2 UNLESS OTHERWISE NOTED.

2. SEE SHEET E-705 FOR WOOD POLE SCHEDULE

(DEMOLITION AND NEW CONSTRUCTION)

C-106

MATCHLINE SEE SHEET C-105

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"B"

NEW 13.8 kV

DISTRIBUTION POLE LINE

SEE NOTE 5

MAIN

SUBSTATION

542543

3. REMOVE 13.8 kV UNDERBUILD (CONDUCTORS, CROSS ARMS AND BRACKETS, AND ASSOCIATED

GUY WIRES FROM TPU-OWNED 115 kV

TRANSMISSION POLES 473 THRU 924.

4. REMOVE 13.8 kV DEADEND FROM POLE "B" TO MAIN

SUBSTATIONS STEEL STRUCTURE. REMOVE POLE

"B" AND 12 kV TPU UNDERBUILD SHALL REMAIN.

5. PROVIDE 13.8 kV OVERHEAD DISTRIBUTION LINE AS

INDICATED.

6. RAILROAD CROSSING (POLE 540 UPPER

CROSSARMS AND DEADEND; POLE 541 TANGENT

CROSSARMS) SHALL BE GRADE B CONSTRUCTION

PER IEEE C2.

7. CONNECT OVERHEAD LINE FROM POLE 542 TO

UPPER CROSSARMS ON POLE 543. CONNECT

LOWER CROSSARMS ON POLE 543 TO OVERHEAD

LINE TO POLE 544.

8. SEE SHEET G-002 FOR LEGEND, ABBREVIATIONS,

AND GENERAL NOTES.

9. SEE SHEET C-700 FOR NEW POWER POLE

COORDINATES

DEMOLITION

SEE NOTE 3 (TYP)

E-501

02 03 04

KEY PLAN

(EXISTING)

SEE NOTE 4

(SEE NOTE 7)

SEE NOTE 6

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Polygonal Line

G3ECNMJK

Callout POLE-MTD OH ELECTRICAL DISTRIBUTION LINE WORK TO OCCUR WITHIN ESTABLISHED CITY OF TACOMA EASEMENT A-90L

G3ECNMJK

Text Box REV-1 OH POLE-MTD DISTRO LINE CITY OF TACOMA EASEMENT A-90L; 29JUN2017 mjk

G3ECNMJK

Line

G3ECNMJK

Callout

SITE ACCESS THRU EXIST'G SUBSTATION GATES

G3ECNMJK

Callout

TACOMA POWER ELEC SUBSTATION #12415

G3ECNMJK

Callout

NEW OH ELEC DISTRO LINES CROSSING BNSF TRACK

G3ECNMJK

Polygonal Line

G3ECNMJK

Callout NEW 13.8Kv OH ELEC DISTRIBUTION LINES LOCATED WITHIN EASEMENT

G3ECNMJK

Callout

CITY OF TACOMA EASEMENT A-90L (200'-0" WIDE N-S)

x x x x

2-24" CASING PIPES

(SEE DETAIL F ON

SHEET E-502)

x x x x x x x

2-24" CASING PIPES

(SEE DETAIL E

ON SHEET E-502)

C-200

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(SEE SHEETS C-103 AND C-104 FOR UTILITY LAYOUT)

13.8 kV DISTRIBUTION LINE DUCTBANK

(SEE SHEETS C-103 AND C-104 FOR UTILITY LAYOUT)

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1. SEE SHEET G-002 FOR LEGEND, ABBREVIATIONS,

AND GENERAL NOTES.

2. SEE SHEET C-101 THROUGH C-106 FOR SITE UTILITY

LAYOUT.

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STRUCTURAL GENERAL NOTES

C. REQUIRED VERIFICATION AND INSPECTION OF SOILS:

1. VERIFY MATERIALS BELOW FOOTINGS ARE ADEQUATE TO ACHIEVE THE DESIGN

BEARING CAPACITY - PERIODIC.

2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED

PROPER MATERIAL - PERIODIC.

3. PERFORM CLASSIFICATION AND TESTING OF CONTROLLED FILL MATERIALS - PERIODIC.

4. VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING

PLACEMENT AND COMPACTION OF CONTROLLED FILL -CONTINUOUS.

5. PRIOR TO PLACEMENT OF CONTROLLED FILL, OBSERVE SUBGRADE AND VERIFY THAT

SITE HAS BEEN PREPARED PROPERLY -PERIODIC.

D. FAILURE TO RETAIN AN INDEPENDENT TESTING AGENCY TO PERFORM THE SERVICES

SPECIFIED ABOVE, OR FAILURE TO SUBMIT SIGNED AND SEALED REPORTS, INDICATES

NON-COMPLIANCE WITH THE CONTRACT DOCUMENTS.

B. REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION PER IBC:

1. INSPECTION OF REINFORCING STEEL AND PLACEMENT- PERIODIC.

2. INSPECTION OF ANCHORS POST- INSTALLED IN HARDENED CONCRETE MEMBERS -

PERIODIC.

3. VERIFYING USE OF REQUIRED DESIGN MIX - PERIODIC.

4. AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS FOR

STRENGTH TESTS PERFORM SLUMP AND AIR CONTENT TESTS AND DETERMINE THE

TEMPERATURE OF THE CONCRETE - CONTINUOUS.

5. INSPECTION OF CONCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES -

CONTINUOUS.

6. INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURES AND

TECHNIQUES - PERIODIC.

7. INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE

MEMBER BEING FORMED - PERIODIC.

8. INSPECT PLACEMENT OF SUMP TANK, OPENINGS THROUGH CONCRETE ELEMENTS

AND ANY EMBEDDED HARDWARE OR RECESSED EDGES FOR HATCHES - PERIODIC.

1. GENERAL

A. DESIGN DRAWINGS SHOW THE INTENT OF REQUIRED CONSTRUCTION AND SPECIFIC

CONSTRUCTION AS NEEDED TO FACILITATE CLEAR DETAILING. FOR SPECIFIC

CONDITIONS NOT SHOWN, THE CONTRACTOR SHALL PROVIDE DETAILS OF

CONSTRUCTION SIMILAR TO THOSE SHOWN. VERIFY ALL EXISTING CONDITIONS,

DIMENSIONS, AND ELEVATIONS PRIOR TO COMMENCING WORK. NOTIFY THE

CONTRACTING OFFICER IN WRITING OF DISCREPANCIES OR CONTRADICTIONS

ENCOUNTERED PRIOR TO EXECUTING ANY AFFECTED CONSTRUCTION.

B. BEFORE EXECUTING ANY WORK, THE CONTRACTOR SHALL EXAMINE ACTUAL JOB

CONDITIONS AND REPORT TO THE CONTRACTING OFFICER ANY ERROR, OMISSION, OR

DISCREPANCY AFFECTING WORK. REFER TO ARCHITECTURAL, SITE, ELECTRICAL,

MECHANICAL, AND VENDOR SUPPLIED DRAWINGS FOR INSERTS, SLEEVES, OPENINGS,

EMBEDMENTS, PADS, CURBS, ATTACHMENTS, AND OTHER ITEMS NOT SHOWN HEREIN

AFFECTING CONSTRUCTION.

C. CONSTRUCTION PRACTICE AND THE DESIGN, ADEQUACY, AND SAFETY OF TEMPORARY

BRACING, SHORING, ECAVATION, SUPPORTS, ETC., SHALL REMAIN THE SOLE

RESPONSIBILITY OF THE CONTRACTOR.

D. SHOP DRAWINGS AND SUPPORTING DATA SHALL BE SUBMITTED FOR APPROVAL FOR ALL

STEEL REINFORCING FOR CONCRETE IN ACCORDANCE WITH THE SUBMITTAL SECTION OF

THE SPECIFICATIONS. NO FABRICATION SHALL PROCEED BEFORE SHOP DRAWINGS

COVERING THAT WORK HAVE BEEN APPROVED.

E. COORDINATE ALL CONSTRUCTION ACTIVITIES WITH CONTRACTING OFFICER TO MINIMIZE

DISRUPTION OF EXISTING FACILITIES.

2. DESIGN

A. THE DESIGN OF THE STRUCTURE COMPLIES WITH THE INTERNATIONAL BUILDING CODE

2012 AND ASCE 7-10 EXCEPT AS MODIFIED BY UFC 1-200-01 AND UFC 3-301-01

B. STRUCTURE ANALYSIS AND DESIGN ARE IN ACCORDANCE WITH THE FOLLOWING

STANDARDS:

ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE

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

UFC 1-200-01, GENERAL BUILDING REQUIREMENTS JULY 2013 WITH CHANGE 1.

UFC 3-301-01, STRUCTURAL ENGINEERING JUNE 2013 WITH CHANGE 1.

3. SPECIAL INSPECTIONS

A. AN INDEPENDENT AGENCY SHALL PERFORM SPECIAL INSPECTIONS PER THE

INTERNATIONAL BUILDING CODE. THE RESPONSIBLE INSPECTOR SHALL BE A

REGISTERED PROFESSIONAL ENGINEER. THESE INSPECTIONS ARE IN ADDITION TO THE

INSPECTIONS SPECIFIED IN THE PROJECT SPECIFICATIONS. THE CONSTRUCTION

CONTRACTOR SHALL PROVIDE SPECIAL INSPECTIONS AS PART OF HIS WORK AND SHALL

RETAIN THIRD-PARTY ASSURANCE AGENCIES TO CONDUCT THE SPECIAL INSPECTIONS

REQUIRED. THE INSPECTING AGENCY SHALL PROVIDE REPORTS OF THE SPECIAL

INSPECTIONS DIRECTLY TO THE CONTRACTING OFFICER.

4. DESIGN LOADS FOR BYPASS SWITCH STRUCTURE

A. CABLE TRAY WEIGHT: 9.3 POUNDS PER FOOT, ATTACHED TO LOWER HORIZONTAL CHANNELS

AS SHOWN.

B. CABLE TRAY SUPPORTS: 19 POUNDS EACH: FOUR ATTACHED TO LOWER HORIZONTAL

CHANNELS AS SHOWN.

C. CABLE WEIGHT: 48 POUNDS PER FOOT WITHIN CABLE TRAY.

D. ICE LOADING: 7.2 PSF OVER THREE FOOT WIDE CABLE TRAY.

E. SNOW LOADING: 15 PSF OVER THREE FOOT WIDE CABLE TRAY.

F. WIND PRESSURE: 18.4 PSF APPLIED HORIZONTALLY OVER EXPOSED AREA.

G. BYPASS SWITCHES WITH INSULATORS: THREE AT 112 POUNDS APPLIED ALONG MIDDLE

HORIZONTAL CHANNEL.

H. INSULATORS: THREE AT 56 POUNDS APPLIED ALONG TOP HORIZONTAL CHANNEL.

I. DRILLED SHAFTS WERE DESIGNED USING BROMS METHOD FOR COHESIONLESS SOILS

ANGLE OF INTERNAL FRICTION: 40 DEGREES

EFFECTIVE UNIT WEIGHT: 100 POUNDS PER CUBIC FOOT

OVERLOAD FACTOR: 2.5

UNDER CAPACITY FACTOR: 0.7

6. FOUNDATIONS AND SUBGRADE PREPARATION

A. GEOTECHNICAL INFORMATION IS BASED ON THE "GEOTECHNICAL ENGINEERING REPORT - JBLM

SUBSTATION RELOCATION", MARCH 1, 2016, AND A GEOTECHNICAL ADDENDUM LETTER DATED

APRIL 1, 2016 PREPARED BY TERRACON CONSULTANTS, INC. INFORMATION IN THE REPORT

INCLUDES SOIL BORING LOGS. BORING LOGS GENERALLY INDICATE THE PRESENCE OF LOOSE

TO VERY DENSE GRAVEL WITH SILT, SAND AND COBBLES BELOW APPROXIMATELY SIX INCHES

OF TOPSOIL.

B. SITE EQUIPMENT PADS AND FOUNDATIONS ARE DESIGNED TO BEAR ON COMPACTED

NON-FROST SUSCEPTIBLE MATERIAL. DESIGN ALLOWABLE BEARING PRESSURE IS 3000 PSF.

C. STRUCTURAL FILL UNDER BUILDING SLABS SHALL BE PER SPECIFICATION 31 00 00 AND SHALL

BE COMPACTED TO NOT LESS THAN 95 PERCENT MAXIMUM DENSITY.

7. CONCRETE

A. ALL CAST-IN-PLACE STRUCTURAL CONCRETE SHALL HAVE A SPECIFIED MINIMUM 28 DAY

COMPRESSIVE STRENGTH OF 4500 PSI.

B. ALL CONCRETE OPERATIONS, INCLUDING, BUT NOT LIMITED TO, MIX DESIGN, MIXING,

TRANSPORTING, PLACING, REINFORCING, DETAILING AND PLACING, CURING, AND TESTING

SHALL BE DONE IN ACCORDANCE WITH THE REQUIREMENTS OF APPLICABLE PROVISIONS OF

THE ACI "MANUAL OF CONCRETE PRACTICE." DESIGN BASIS IS ACI 318, "BUILDING CODE

REQUIREMENTS."

C. NO CALCIUM CHLORIDE, OTHER DELETERIOUS SALTS, OR ALUMINUM EMBEDMENTS ARE

PERMITTED IN CONCRETE.

D. REINFORCEMENT STEEL SHALL CONFORM TO ASTM A615 GRADE 60.

E. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318, DETAILING MANUAL. MINIMUM

CONCRETE COVER FOR REINFORCEMENT SHALL BE AS FOLLOWS:

1. CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3 INCHES

2. CONCRETE EXPOSED TO EARTH OR WEATHER

a. #6 BARS AND LARGER: 2 INCHES

b. #5 BARS AND SMALLER: 1 1/2 INCHES

3. CONCRETE NOT EXPOSED TO WEATHER OR GROUND CONTACT

a. SLABS, WALLS OR JOISTS, #11 BARS AND SMALLER: 3/4 INCHES

b. BEAMS OR COLUMNS

PRIMARY REINFORCEMENT: 1 1/2 INCHES

TIES, STIRRUPS, SPIRALS: 1 1/2 INCHES

8. EQUIPMENT ANCHORS

A. PROVIDE ANCHOR TYPE AS RECOMMENDED BY THE EQUIPMENT MANUFACTURER.

EMBEDMENT SHALL BE MANUFACTURER'S STANDARD REQUIREMENTS OR AS

NOTED ON THE DRAWINGS. ALL EXPANSION ANCHORS PERMANENTLY EXPOSED TO

EARTH OR WEATHER SHALL BE STAINLESS STEEL. ALL ANCHORS SHALL BE ICC-ES

QUALIFIED FOR SEISMIC DESIGN CATEGORY D.

5. DESIGN LOADS FOR VOLTAGE REGULATOR PAD

A. VOLTAGE REGULATOR: 50.5 KIPS

9. ANCHOR RODS

A. ANCHOR RODS SHALL CONFORM TO ASTM F1554 GRADE 55,UNLESS NOTED

OTHERWISE.

B. ANCHOR RODS EXPOSED TO WEATHER SHALL BE HOT DIPPED GALVANIZED PER

ASTM A153 CLASS C UNLESS NOTED OTHERWISE.

C. SUBSTITUTION OF EXPANSION ANCHORS FOR CAST-IN-PLACE ANCHORS SHOWN ON

DRAWINGS SHALL NOT BE PERMITTED.

10. STRUCTURAL STEEL

A. DETAIL, FABRICATE, AND ERECT STEEL ACCORDING TO AISC 360 "SPECIFICATION FOR

STRUCTURAL STEEL BUILDINGS", JUNE 22, 2010. DRAWINGS SHALL BE PREPARED IN

ACCORDANCE WITH AISC 326 "DETAILING FOR STEEL CONSTRUCTION," 2009. ALL

WELDS SHALL BE DETAILED BY STEEL FABRICATOR NOTING WELD JOINT

DESIGNATIONS TO BE USED FOR SHOP AND FIELD CONNECTIONS.

B. STRUCTURAL STEEL, UNLESS OTHERWISE NOTED, SHALL BE:

1. W AND WT SHAPES: ASTM A992

2. ANGLES, CHANNELS, PLATES AND BARS: ASTM A36

3. PLATES WHERE SPECIFIED ON DRAWINGS: ASTM A572, GRADE 50

4. RECTANGULAR HSS SHAPES: ASTM A500, GRADE B

5. STEEL PIPE: ASTM A53, TYPE E OR S, GRADE B

C. STRUCTURAL STEEL AND FASTENERS, SHALL BE GALVANIZED, UNLESS OTHERWISE

NOTED.

11. STRUCTURAL STEEL CONNECTIONS

A. BOLTED CONNECTIONS SHALL BE AS INDICATED ON THE DRAWINGS. IF BOLTS ARE

NOT OTHERWISE DETAILED, CONNECTIONS SHALL BE BOLTED WITH ASTM A325 WITH

A MINIMUM DIAMETER OF 3/4 INCH. BOLT SHALL BE INSTALLED AS PRETENSIONED IN

ACCORDANCE WITH THE REQUIREMENTS OF TABLE J3.1 OF THE AISC MANUAL OF

STEEL CONSTRUCTION, 14TH EDITION. THEY SHALL BE INSPECTED AND SHALL USE

LOAD INDICATING WASHERS TO HELP VERIFY PROPER TENSION. CALIBRATED

WRENCH TIGHTENING OR TURN-OF-NUT IS NOT ALLOWED.

B. BOLTS NOTED AS "SC" ARE SLIP -CRITICAL AND SHALL BE INSTALLED AS

PRETENSIONED. ALL FAYING SURFACES OF SLIP-CRITICAL JOINTS, INCLUDING FILLER

PLATES AND FINGER SHIMS SHALL RECEIVE A CLASS A SURFACE PREPARATION.

C. WELDED CONNECTIONS FOR STRUCTURAL STEEL SHALL BE PRE QUALIFIED PER AISC

AND AWS D1.1, "STRUCTURAL WELDING CODE" USING E70 XX ELECTRODES. WELDING

SHALL BE PERFORMED BY AWS CERTIFIED WELDERS.

D. ALL FILLET WELD SIZES THAT ARE NOT SPECIFIED SHALL BE NOT LESS THAN 3/16"

UNLESS IT EXCEEDS THE MAXIMUM SIZE SPECIFIED IN THE AISC MANUAL. ALL FILLET

WELD LENGTHS THAT ARE NOT SPECIFIED SHALL BE CONTINUOUS. ALL BUTT WELDS

SHALL BE FULL PENETRATION. ANY EXCEPTIONS TO THESE REQUIREMENTS OR

OTHER TYPES OF WELDS SHALL BE NOTED ON THE SPECIFIC DETAILS FOR THE

AFFECTED JOINT.

E. FABRICATOR SHALL BE RESPONSIBLE FOR VERIFICATION OF MINIMUM EDGE

DISTANCES, ENTERING AND TIGHTENING CLEARANCES OF BOLTS, MINIMUM BOLT

SPACING, MINIMUM AND MAXIMUM WELD SIZES OF ALL CONNECTIONS DETAILED ON

THE DRAWINGS AND SHALL BRING ANY DISCREPANCIES TO THE ATTENTION OF THE

CONTRACTING OFFICER.

F. SPLICES NOT SHOWN ON THE DRAWINGS SHALL BE SUBJECT TO APPROVAL. ALL BARS,

INCLUDING TEMPERATURE BARS, SHALL HAVE ACI 318, CLASS "B" SPLICE.

G. LONGITUDINAL REINFORCING IN FOOTINGS AND GRADE BEAMS SHALL BE PLACED CONTINUOUS

AT CORNERS AND INTERSECTIONS. MATCHING CORNER BARS SHALL BE USED.

H. CHAMFER ALL EXPOSED CORNERS 3/4" UNLESS NOTED OTHERWISE.

I. BOND AND GROUND REINFORCING AS REQUIRED BY THE NATIONAL ELECTRICAL CODE.

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1. PROVIDE NEW BYPASS SWITCH

STRUCTURE AND VOLTAGE REGULATOR

PAD.

2. COORDINATE DIMENSIONS WITH

EQUIPMENT MANUFACTURER.

3. TRIM REINFORCING AT OPENINGS TO

MAINTAIN CONCRETE COVER.

4. SEE CIVIL SHEETS FOR TOC ELEVATIONS.

SECTION

B

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1'-0"

#5 @ 12" TYP #5 TYP

SEE SUBGRADE PREPARATION

DETAILS ON SHEET S-522

1 TYP

PLAN

NOT TO SCALE

A

S-521

ADDN'L #4 U-BARS

T&B AT BOXOUT,

12" HOOKSBOXOUT IN LOAD BANK

TRANSFORMER PAD,

SIZE PER

MANUFACTURER'S

REQUIREMENTS

#4 @ 6" OC

EW T&B

C L R

C L R

EDGE OF

EQUIPMENT

PROVIDE ANCHORAGE

PER APPROVED

EQUIPMENT

MANUFACTURER'S

RECOMMENDATION

SEE S-522 FOR

SUBGRADE

PREPARATION

FOR TOC EL

SEE CIVIL

DRAWINGS

0'-3" TYP

SECTION

A

MISCELLANEOUS EQUIPMENT PADS

VOLTAGE REGULATOR PAD PLAN

8'-0"

SEE NOTE 2

S E

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12" SLAB WITH #5 @12" EW T&B

ALSO SEE S-521 & S-522

OUTSIDE LIMITS OF

EQUIPMENT AT BASE

BYPASS SWITCH STRUCTURE

FOUNDATION, TYP

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L A

N

STD 90° HOOK CORNER BARS TO

MATCH HORIZ REINF

STD 90° HOOK

CLASS B SPLICET

SUBGRADE PREPARATION 1

S-522

REINFORCEMENT,

SEE PLAN AND SECTION VIEWS

C L

A S

S B

S P

L

IC

E

1/2" SAND LAYER

OVER 4" CAPILLARY

WATER BARRIER

S-522

CORNER REINFORCING

NOT TO SCALE

NOT TO SCALE

1. ANCHOR RODS, THREADED AND NUTTED, 3/4" Ø

ASTM F1554 GR. 55, 24" MINIMUM CONCRETE

EMBEDMENT MEASURED TO TOP OF BOTTOM NUT.

WELD BOTTOM NUT TO ROD. INSTALL LEVELING

NUT AND WASHER UNDER BASE PLATE. INSTALL

WASHER, NUT, AND LOCK NUT ABOVE BASE PLATE.

TYP.

2. BYPASS SWITCH STRUCTURE AND ITS FOUNDATION

REINFORCEMENT SHALL BE GROUNDED IN

ACCORDANCE WITH THE NATIONAL ELECTRICAL

CODE.

NOTES:

SEE NOTE 6 UNDER

FOUNDATIONS AND

SUBGRADE

PREPARATION ON

SHEET S-021

COMPACTED STRUCTURAL FILL OR

MEDIUM DENSE OR DENSER NATIVE SOIL

S-522

BYPASS SWITCH STRUCTURE

NOT TO SCALE

2-C9x13.4

PL 12.5"x6"x3/8"

C9X13.4

L2 5x2.5x5/16"

C9X13.4

W8x24 TYP

BOTTOM OF

BASE PLATE

BOTTOM OF

CHANNEL

BOTTOM OF

CHANNEL

BOTTOM OF

CHANNEL

S O

L

IC

IT

A

T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T

E D

B Y

P L

O T

S C

A L E

IS

S U

E D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T

N O

SHEET

IDENTIFICATION

D A

T E

A P

P R

SHEET OF

US Army Corps of Engineers Seattle District

P S

T A

R C

K E

S M

A N

N

IN

G

D A

V E

S T

O R

M

D R

E N

S

IN

G

-1

-2

:1

A N

S I D

F

IL

E N

A M

E C p w w o rk in g \k a c i_ b v s p p w

\m a n

\d m s

\J B

L M

D

IS

T

-S -5

.d w g

L A

Y O

U T

N A

M E

L a y o u t1

P

L O

T T

E D

W e d n e s d a y A u g u s t

:4 a m U

S E

R m a n

J B

L M

D

IS

T

-S -5

.d w g

:2

:2

J O

IN

T

B A

S E

L E

W

IS

M c C

H O

R D

W

A S

H

IN

G T

O N

R E

P A

IR

/R

E P

L A

C E

E L

E C

T R

IC

A

L D

IS

T

R

IB

U T

IO

N

L

IN

E

M A

IN

-G

IN

G

K O

S U

B S

T A

T

IO

N A

T M c C

H O

R D

F

IE

L D

FOR OFFICIAL USE ONLY

FOR OFFICIAL USE ONLY

VOLTAGE REGULATOR PAD

SEE SHEET S-521

L2.5x2.5x5/16"

5'-3" TYP

5/8" Ø BOLTS TYP

3/4" Ø BOLTS TYP

5/8" Ø BOLTS @ 2'-0"

CENTERS,TYP

5/8" Ø BOLTS TYP

CABLE TRAY SUPPORT: 12 GAUGE,

1 5/8" X 3 1/4" BACK TO BACK

SOLID, GALVANIZED STRUT

CHANNELS AT 4'-0" CENTERS MAX

FASTEN TO CHANNEL FLANGES

WITH APPROPRIATE CONNECTORS

AS RECOMMENDED BY THE STRUT

CHANNEL MANUFACTURER, TYP

A

S-522

SEE NOTE 1

/2

M A

X

T Y

P

TOC

BYPASS SWITCH STRUCTURE

FOUNDATION SHAFT

SEE DETAIL, THIS SHEET

S-522

BYPASS SWITCH STRUCTURE

FOUNDATION SHAFT

NOT TO SCALE

A

S-522

SECTION

NOT TO SCALE

11"

8-#7 EQ. SPA.

TOP OF SHAFT CONCRETE TO

MATCH TOP OF VOLTAGE

REGULATOR PAD CONCRETE

#3 HOOPS @ 12"

ANCHOR ROD, TYP

BASE PLATE:

15" X 10" X 3/4", ASTM A36

ALL FAYING

SURFACE EDGES,

TYP

2'-0" Ø DRILLED SHAFT

5'-0" MINIMUM

EMBEDMENT BELOW

FINISHED GRADE

L2.5x2.5x5/16"x9"

TYP ASTM A36

W8X24 ASTM A992

SEE NOTE 2

B

S-522

B

S-522

SECTION

NOT TO SCALE

VOLTAGE REGULATOR

PAD BEYOND

U G

P

U G

P

U G

P

U G

P

U G

P

U G

P

U G

P

U G

P

U G

P

U G

P

U G

P

U G

P

U G

P

U G

P

U G

P

U G

P

U G

P

U G

P

U G

P

U G

P

U G

P

U G

P

U G

P

U G

P

U G

P

U G

P

U G

P

UGP

UGP

UGP

UGP

UGP

UGP

UGP

UGP

UGP

UGP

UGP

UGP

UGP

UGP

UGP

UGP

UGP

U G

P

U G

P

U G

P

U G

P

U G

P

U G

P

U G

P

U G

P

U G

P

NOTES:

1. EXPAND GINGKO SUBSTATION SWITCHGEAR

BUILDING AND ADD TWO 13.8 KV SWITCHGEAR

CUBICLES AND CIRCUIT BREAKERS.

2. SEE SHEET E-705 FOR WOOD POLE SCHEDULE

(DEMOLITION AND NEW CONSTRUCTION)

E-401

E L E

C T

R

IC

A L

E N

L A

R G

E D

G

IN

G K

O P

L A

N

I- 5

HIGHWAY

M A

T C

H L

IN

E

S E

E S

H E

E T

C -1

3. REMOVE 13.8 kV UNDERGROUND RISER FROM POLE

494 TO GINGKO SUBSTATION SWITCHGEAR.

4. PROVIDE 13.8 kV UNDERGROUND DISTRIBUTION TO

POLE 501.

5. SEE CABLE CONDUIT LIST ON SHEET E-601 FOR "A"

THRU "F" AND "UC".

6. SEE SHEETS S-521 AND S-522 FOR STRUCTURAL

DETAILS.

GINGKO

SUBSTATION

DEMOLITION

SEE NOTE 3

E-501

EXISTING

GAS SWITCH

02 03 04

KEY PLAN

MATCHLINE SEE SHEET C-101

MATCHLINE SEE SHEET C-101

GROUNDING ROD

7' CHAINLINK

SECURITY FENCE

GRAVEL

EXISTING

BUILDING

POWER POLE W/

RISER

POWER POLE W/

RISER

#TP32494

NN

0 8' 16'

RELOCATED

VOLTAGE

REGULATOR

SEE

NOTE 1

BYPASS SWITCH

STRUCTURE

EXISTING

TRANSFORMER

30 kVA TRANSFORMER

GAS SWITCH

A

SEE NOTE

4 & 5 (TYP)A

B

E

C

F

VR103

VR104

VR102

VR101

E-505

D

INTERNAL

TO VAULT

MH 04

CLEARING

ZONE

E-402

S O

L

IC

IT

A

T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T

E D

B Y

P L

O T

S C

A L E

IS

S U

E D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T

N O

SHEET

IDENTIFICATION

D A

T E

A P

P R

SHEET OF

US Army Corps of Engineers Seattle District

P S

T A

R C

K E

S M

A N

N

IN

G

D A

V E

S T

O R

M

D R

E N

S

IN

G

-1

-2

:1

A N

S I D

F

IL

E N

A M

E C p w w o rk in g \k a c i_ b v s p p w

\m a n

\d m s

\J B

L M

D

IS

T

-E -4

.d w g

L A

Y O

U T

N A

M E

L a y o u t1

P

L O

T T

E D

T h u rs d a y A u g u s t

:0 a m

U S

E R m a n

J B

L M

D

IS

T

-E -4

.d w g

:2

:2

J O

IN

T

B A

S E

L E

W

IS

M c C

H O

R D

W

A S

H

IN

G T

O N

R E

P A

IR

/R

E P

L A

C E

E L

E C

T R

IC

A

L D

IS

T

R

IB

U T

IO

N

L

IN

E

M A

IN

-G

IN

G

K O

S U

B S

T A

T

IO

N A

T M c C

H O

R D

F

IE

L D

FOR OFFICIAL USE ONLY

FOR OFFICIAL USE ONLY E-402

E L

E C

T R

IC

A

L

V O

L T

A G

E R

E G

U L A

T O

R

L A

Y O

U T

A N

D D

E T

A

IL

S

VOLTAGE REGULATOR LAYOUT

NOTES:

1. SEE SHEET G-002 FOR LEGEND

ABBREVIATIONS, AND GENERAL NOTES.

36" W LADDER TYPE

CABLE TRAY (LADDER)

SECTION

B

NTS

NTS

LTC

F U

A

F U

B

L3

L2

L1

S3

S2

S1

CPT

SOLO

PT

A

A

B

A

B

8-4"C

RGS

SECTION

A

NTS

BYPASS SWITCH

STRUCTURE. SEE

STRUCTURAL

SHEETS FOR DETAILS POLYMER INSULATOR

15 kV (TYP 8)

BYPASS SWITCH (TYP 3)

BYPASS SWITCH

STRUCTURE. SEE

STRUCTURAL

SHEETS FOR DETAILS

VOLTAGE REGULATOR

PAD. SEE STRUCTURAL

SHEETS FOR DETAILS

15 kV POLYMER INSULATOR

15 kV POLYMER INSULATOR

COPPER TUBE TO NEMA

2-HOLE SPADE FITTING

VOLTAGE REGULATOR

BYPASS SWITCH (TYP 3)

NEMA 2-HOLE COMPRESSION

FITTING FOR 500 KCMIL

500 KCMIL BARE

COPPER CABLE

1 1/4" Ø SCHEDULE 40

COPPER TUBE

4-350 KCMIL (MV-105)

CABLES PER PHASE

COPPER TUBE TO NEMA

4-HOLE SPADE FITTING

4 OUTDOOR 15 kV CABLE

TERMINATORS AND 4 NEMA

2-HOLE COMPRESSION

FITTINGS

E-501

E L E

C T

R

IC

A L

D E

T A

IL

S

POWER POLE #494

POWER POLE #492 (POLE "C")

POWER POLE #480

POWER POLE #478 (POLE "A")

POWER POLE "B"

POLE B

DEMOLITION

SEE NOTE 1

O

L

IC

IT

A

T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T

E D

B Y

P L

O T

S C

A L E

IS

S U

E D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T

N O

SHEET

IDENTIFICATION

D A

T E

A P

P R

SHEET OF

US Army Corps of Engineers Seattle District

P S

T A

R C

K E

S M

A N

N

IN

G

D A

V E

S T

O R

M

D R

E N

S

IN

G

-1

-2

:1

A N

S I D

F

IL

E N

A M

E C p w w o rk in g \k a c i_ b v s p p w

\m a n

\d m s

\J B

L M

D

IS

T

-E -5

.d w g

L A

Y O

U T

N A

M E

L a y o u t1

P

L O

T T

E D

W e d n e s d a y A u g u s t

:5 p m

U S

E R m a n

J B

L M

D

IS

T

-E -5

.d w g

:2

:2

J O

IN

T

B A

S E

L E

W

IS

M c C

H O

R D

W

A S

H

IN

G T

O N

R E

P A

IR

/R

E P

L A

C E

E L

E C

T R

IC

A

L D

IS

T

R

IB

U T

IO

N

L

IN

E

M A

IN

-G

IN

G

K O

S U

B S

T A

T

IO

N A

T M c C

H O

R D

F

IE

L D

FOR OFFICIAL USE ONLY

FOR OFFICIAL USE ONLY E-502

E L

E C

T R

IC

A

L

D E

T A

IL

CASING PIPE BELOW RAILROAD AND WEST ENTRANCE ROAD

A

5" FIBERGLASS

CONDUIT

4" (COMM)

FIBERGLASS

CONDUIT

5" FIBERGLASS

CONDUIT

24" OD CASING

SCHEDULE 40

(.0688") CASING

WALL THICKNESS

ELECTRICAL DUCTBANK

C

6" 5.52" 3" 3" 5.52" 6"

.5

.5

4.46"

5" 5"

5"5" 4"

4"

4" (COMM SPARE)

FIBERGLASS

CONDUIT

5" FIBERGLASS

CONDUIT

24" OD CASING

SCHEDULE 40

(.0688") CASING

WALL THICKNESS

M

IN

M

IN

55'-0" MIN

CASING

X X

X X

5'

RAILROAD CROSSING DETAIL

E

* SEE PROFILE SHEET C-200

R A

IL

R

O A

D T

R A

C K

C E

N T

E R

L

IN

E

RAILROAD

RIGHT-OF-WAY

FENCE

HYBRID BORE SPACER.

5' MAXIMUM OR AS APPROVED

BY MANUFACTURER

M

IN

M

IN

5'

WEST ENTRANCE ROAD CROSSING DETAIL

F

* SEE PROFILE SHEET C-200

2-24" CASING PIPES

W E

S T

E N

T R

A N

C E

R O

A D

C E

N T

E R

L

IN

E

CONDUITS

E D

G E

O F

P A

V E

M E

N T

95%

COMPACT

BACKFILL

UNIFORM CUT LINE

EXISTING BASE COURSE

WARNING

IDENTIFICATION

TAPE

EXISTING STREET

SURFACING

TRENCH RESURFACING

L

IM

IT

S

O F

B E

D D

IN

G

M A

T E

R

IA

L

M A

X

V A

R

IE

S

NEW DUCTBANK

FINISH

GRADE

6" 6"

UNDISTURBED SOIL

CLASS II BEDDING MATERIAL

PER SPECIFICATIONS

SECTION 31 00 00 VIBRATED

INTO PLACE TO ELIMINATE VOIDS

6" MIN.

6" MIN.

2'-0"

NON-PAVED AREAS PAVED AREAS

ELECTRICAL DUCTBANK WITH TRENCH DETAILS

D

HYBRID

BORE

SPACER

HYBRID

BORE

SPACER

CONCRETE ENCASEMENT

SEE NOTE 3

NOTES:

1. SEE SHEET G-002 FOR LEGEND ABBREVIATIONS,

AND GENERAL NOTES.

2. FLOOD WITH APPROVED FTB AND SEAL ENDS OF

CASING PIPE TO PREVENT MIGRATION OF FTB.

3. ENCASE ALL DUCTBANKS WITH 3000 PSI CONCRETE.

PROVIDE REINFORCING FOR ALL DUCTBANKS.

4. ALL TIE BARS SHALL BE #4 STEEL REINFORCING

BARS WITH MAXIMUM SPACING EQUAL TO THE

DUCTBANK HEIGHT MINUS 6 INCHES.

5. PROVIDE PULL ROPES IN ALL CONDUITS.

6. CONTRACTOR WILL NEED TO COORDINATE WITH

THE CONTRACTING OFFICER AND JBLM REAL

PROPERTY TO ESTABLISH THE LOCATION OF

EXISTING JBLM PROPERTY LINE IN THIS AREA AND

TO CONSTRUCT THE "BORE" ENTIRELY ON JBLM

PROPERTY.

LIMITS OF CONCRETE

ENCASEMENT (TYP)

BASE OF RAIL

4" FIBERGLASS CONDUIT

(UGS)(BENEATH WEST

ENTRANCE ROAD ONLY)

SEE SECTION D FOR TRENCH DETAILS

NTS

NTS

NTS NTS NTS

4/0 BARE

COPPER GROUND

CONDUCTOR

LAKEWOOD JBLM

PROPERTY LINE

SEE NOTE 6

APPROXIMATELY 80'

HYBRID BORE SPACER.

5' MAXIMUM OR AS APPROVED

BY MANUFACTURER

2-24" CASING PIPES

CONDUITS

SEE NOTE 3

ELECTRICAL DUCTBANK

B

6" 5.52" 3"

5"

NTS

5"

5.52" 3" 5.52" 3" 5.52" 6"

5" 5"

4" 4" 4"

.5

.4

4/0 BARE CU

4/0 BARE CU

SEE NOTE 3

FTB (SEE NOTE 2) FTB (SEE NOTE 2)

#6 REBAR (TYP)

SEE NOTE 3

ELECTRICAL DUCTBANK

G

SCALE : NTS

6" 3" 4.5" 6"

.5

4" 4"

4.5"

4" (SPARE)

FIBERGLASS

CONDUIT

TIE BARS (TYP)

SEE NOTE 4

#6 REBAR (TYP)

SEE NOTE 3

(TIE BARS NOT

SHOWN)

#6 REBAR (TYP)

SEE NOTE 3

(TIE BARS NOT

SHOWN)

#6 REBAR (TYP) SEE NOTE 3

(TIE BARS NOT SHOWN)

E-503

E L E

C T

R

IC

A L

P O

L E

D E

T A

IL

S

13 14

PIN

(TYP 6)

(TYP 6)

(TYP 4)

15 16 17 x2 x2 x2

11B

15 16

(TYP 4)

(BOTH SIDES)

(TYP 4 PLACES)

x4

11S (TYP 2)

DAS

TANGENT

DOUBLE DEADEND

SINGLE DEADEND W/ SWITCHES

(3) SINGLE POLE SWITCHES (DSW)

DE

(TYP 3)

18 19 17 x2 x2

13 14 x2

(TYP 4 PLACES)

18 19

(TYP 4 PLACES)

11B

(TYP 4)

(BOTH SIDES)

DAH

DSA

8S

(TYP 3)

DOUBLE CROSS ARM DIMENSIONS

4" 36" 26"

24"36"

36" SPAN FOR CROSS ARM

5'-6"

P P

C POWER POLEL

SEE NOTE 2

POLE GAIN

(TYP 2)SEE NOTE 4

(TYP)

W

(S E

E N

O T

E

SEE NOTE 1

NOTES:

1. PROVIDE (5) DOUBLE ARM BOLTS, EACH WITH 4 NUTS AND 4

SQUARE WASHERS (OMIT 2 NUTS AND 2 SQUARE WASHERS ON

CENTER DOUBLE ARM BOLT):

5/8"xFC FOR 11'-0" STANDARD CROSS ARMS (DAS)

3/4" xFC FOR 11'-0" HEAVY CROSS ARMS (DAH)

2. P DESIGNATES VERTICAL HOLES FOR 5/8" DIA. INSULATOR PINS

(TYP 8 PLACES).

3. 11-0" STANDARD CROSSARMS: 4.75" H x3.75" W.

11'-0" HEAVY CROSSARMS: 5.75" H x5.75" W.

4. VERTICAL HOLES FOR 1/2" DIA BOLTS FOR BRACES (TYPICAL 4

PLACES)

5. SEE SHEET E-706 FOR WOOD POLE HARDWARE SCHEDULES.

PIN

(TYP 6)

(TYP 6)

28 (TYP 3)

DSW

(SEE DETAIL 4

THIS SHEET)

DAH

(SAME AS DETAIL

3 THIS SHEET)

DE

(TYP 6)

500 KCMIL CU

BAIL

(SEE DETAIL 5

THIS SHEET)

500 KCMIL

15 KV CABLE

2 (PER PHASE)

POLE GROUNDING

SEE DETAIL 7

SHEET E-504

5'-6"

26" 36" 4"

24" 36"

36" SPAN FOR CROSS ARM

PP

58(TYP 2)

BAIL

65 66 x2

67 68

GT

GRD

GRD

GDE (SEE DETAIL 3

THIS SHEET)

" 18

GDE

x2

GRD

E-504

E L E

C T

R

IC

A L

P O

L E

D E

T A

IL

S

POLE GROUNDING

#4 SOLID COPPER CONDUCTOR.

BOND TO OVERHEAD GROUND

WIRE.

1/4" STAPLE EVERY 3-6"

PLASTIC MOLDING

1/2" x 1/2" x 8'

1/2" STAPLE EVERY 3-6".

(UNDERNEATH MOLDING,

STAPLE GROUND WIRE

EVERY 3-6" WITH 1/4" STAPLE)

GROUND ROD CLAMP

VERTICAL ANGLE

DOWN GUY AND ANCHOR

DOWN GUY AND ANCHOR FOR VERTICAL ANGLE

GY2

(4) DOWN GUYS

(SEE DETAIL 10

THIS SHEET)

32 33 27

VER

32 33

8' -0

8' -0

35 39

AN

GY1

AN

GY2

32 33

35 39

NOTES:

1. SEE SHEET E-706 FOR WOOD POLE HARDWARE

SCHEDULE.

2. WRAP ALL RGS CONDUIT IN CONTACT WITH SOIL

WITH SUITABLE MASTIC OR PLASTIC TAPE TO

PREVENT CORROSION. EXTEND WARNING

IDENTIFICATION TAPE OVER CONDUIT TO 10"

ABOVE GRADE.

GRD

M

IN

2'-0" 3/4" x 10' GROUND ROD

#4 SOLID COPPER

M

IN

IM

U

M

EXTEND STEEL CONDUIT

TO 6" ABOVE OVERHEAD

GROUND WIRE

CONDUIT RISER GRIP

RIGID STEEL CONDUIT

STEEL STANDOFF

BRACKET (TYP 3)

48" R RIGID STEEL

CONDUIT ELBOW

(SEE NOTE 2)

CONCRETE ENCASED

DUCTBANK

FIBERGLASS CONDUIT

CONDUIT RISERS AT POLES

EXTEND WARNING IDENTIFICATION

TAPE ABOVE GRADE (SEE NOTE 2)

E-505

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PRECAST ELECTRICAL MANHOLE

36"X36" DOOR HINGE SIDE

(FRAME BONDED TO WIRE

MESH IN TWO PLACES)

BONDING INSERT,

INTERNAL, 2 SIDES

(MARKED "BOND" IN GREEN)

ELECTRICAL MANHOLE COVER AT GINKGO SUBSTATION

SCALE: N.T.S.

SCALE: N.T.S.

8'-8

13'-8'

36"

32"

NOTES:

1. PROVIDE 4/0 BARE COPPER GROUND LOOP AROUND

VOLTAGE REGULATORS, GAS SWITCHES, AND PAD

MOUNTED TRANSFORMERS. CONNECT DUCTBANK

GROUND CONDUCTORS TO GROUND LOOP. BOND

REBAR TO GROUND LOOP

2. BOND VOLTAGE REGULATOR GROUND LOOP TO

GINGKO SUBSTATION GROUND GRID. BOND BYPASS

SWITCH STRUCTURE TO GROUND LOOP.

3. PROVIDE (4) GROUND RODS AND 4/0 COPPER

GROUNDING CABLES (INSULATED AND BARE) FOR

SEPARATE GROUNDED NEUTRAL.

4. ALL BELOW-GRADE GROUNDING CONNECTIONS

SHALL BE EXOTHERMICALLY WELDED.

N

20' 20' 20' 20'

4/0 BARE COPPER

GROUND LOOP

4/0 BARE COPPER TO

TANK GROUND (TYP 2) SEE NOTE 2

3/4" x 10' GROUND

RODS (TYP 4)

EQUIPMENT PAD

OR VAULT

4/0 COPPER CABLE WITH

600 V GREEN INSULATION

FOR PAD MOUNTED

TRANSFORMERS ONLY

(SEE NOTE 3)

4/0 BARE CU 4/0 BARE CU 4/0 BARE CU

SEE NOTE 2

3/4" x 10' GROUND

RODS (TYP 4)

TYPICAL ELECTRICAL EQUIPMENT GROUNDING

SCALE: N.T.S.

COORDINATE POINT

CENTER OF MANHOLE

COORDINATE POINT

CENTER OF MANHOLE

D E

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H

A

IN

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IC

A

T E

D O

N

D R

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IN

G

S

E-601

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IN

E

D

IA

G R

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M O

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IF

IC

A

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N S

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IS

T

IN

G

G

IN

G K

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C /S

EXTEND SWITCHGEAR AND

ENCLOSURE BY TWO BAYS

(SEE NOTE 1)

PANEL

120/

240V

100A

PANEL

48V

DC

521200A

600:5

600:5

SA

521200A

600:5

600:5

SA

1200A

600:5

600:5

SA

FPR

1200A

1200:5

SA

SA

TPU 115 kV OVERHEAD LINE

EXISTING CIRCUIT

SWITCHER

115 kV, 1200A

EXISTING

POWER TRANSFORMER

115-14.4/8.3 kV, 12/16/20 MVA

65 DEGREES C, OA/FA/FA

7.87% IMPEDANCE

TAPPED AT 13.8 kV

DM DM

DM851

M

1200A

1200:5

2-VT

CPT

BATT

CHGR

BATTERY

2-VT

1200:5

1200:5

EXISTING

MEDIUM VOLTAGE

SWITCHGEAR

13.8 kV, 1200A BUS, 500 MVA

200:5

SPARE

1 2 3 4 5

NC NC NO NC NC

OVERHEAD

FEEDER

F16

SOUTH TO

HOUSING

OVERHEAD

FEEDER

NORTH TO

MAIN

SUBSTATION

SPARE

EXISTING S&C PAD

MOUNTED SWITCH

13.8 kV, 600A

DISCONNECT AND

REMOVE

UNDERGROUND

CABLES AND

OVERHEAD

CONNECTIONS

FEEDER PROTECTIVE RELAY

(SCHWEITZER SEL-751)

DIGITAL MULTIMETER

VOLTAGE TRANSFORMER

SURGE ARRESTER

NORMALLY OPEN

NORMALLY CLOSED

FEEDER PROTECTIVE RELAY

(EXISTING)(BASLER BEI-851)

RELAY TEST SWITCH

TRANSFORMER THERMAL RELAY

LOW LIQUID LEVEL SWITCH

TRANSFORMER DIFFERENTIAL RELAY

TRANSFORMER LOCKOUT RELAY

FEEDER PROTECTIVE RELAY

(BASLER BEI-851)

LEGEND

FPR =

DM =

VT =

SA =

NO =

NC =

851 =

TS =

26Q =

71L =

87T =

86 =

851 =

NO

NC

NC

NO

PROVIDE PAD MOUNTED

SWITCH, 13.8 kV, 900A

SPARE

851 DM851 DM

TPU 115 kV OVERHEAD LINE

26Q

71L

ANNUNCIATOR

71L

71L

71L

71L

87T

851150:5

150:5

1200:5

900A

900A

900AS L

RELOCATED 3-PHASE

VOLTAGE REGULATOR

NEW OVERHEAD

MAIN-GINGKO TIE LINE

FPR

1200A

1200:5

SA

DM

200:5

SPARE

B

C E

D

A

A

PROVIDE PAD MOUNTED

TRANSFORMER RATED

13800-240/120V, 30 kVA kVA

AUTOMATIC

TRANSFER

SWITCH RATED

240/120V, 150A

CABLE AND CONDUIT LIST

2-5"C, EACH WITH 3-500 KCMIL MV-105 CABLES. 1-5"C

(SPARE CONDUIT WITH PULL WIRE). FIBERGLASS

CONDUITS IN REINFORCED CONCRETE DUCTBANK.

4-4"C, EACH WITH 3-350 KCMIL MV-105 CABLES RIGID

STEEL CONDUITS ROUTED ABOVE GROUND.

2-4"C, EACH WITH 3-350 KCMIL MV-105 CABLES

FIBERGLASS CONDUITS IN REINFORCED CONCRETE

DUCTBANK.

3-350 KCMIL MV-105 CABLES ROUTED IN VAULT TO 30 kVA

TRANSFORMER.

4"C WITH 3-1/0 (600V) AND 1#6 (600V) GRD FIBERGLASS

CONDUIT ENCASED IN CONCRETE TRANSITION TO 2" EMT

INSIDE SWITCHGEAR BUILDING AND ROUTE TO

AUTOMATIC TRANSFER SWITCH.

2-5"C (SPARE CONDUIT WITH PULL WIRE). FIBERGLASS

CONDUITS IN REINFORCED CONCRETE DUCTBANK

1-4"C FIBERGLASS, ENCASED IN CONCRETE. ROUTE IN

DUCTBANK A TO POLE 501. USE FOR CONTROL CABLE

FOR VOLTAGE REGULATOR TAP POSITION INDICATOR

AND FIBER-OPTIC CONNECTION FROM GINGKO

SUBSTATION TO NEW SWITCHING STATION.

B

C

A

D

E

UC

(SEE

SHEET

E-401)

F

NOTES:

1. SEE SHEET E-602 FOR DC SCHEMATICS

FOR NEW BREAKERS.

EIA-485(TYP)

EIA-232 (TYP)

SCADA

FIBER OPTIC TO PROPOSED

SWITCHING STATION

TASK ORDER EC-02

IDIQ W9128F-15-D-0003

(SEE SHEET C-105 FOR LOCATION)

TS TS

EXISTING

E-602

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GENERAL NOTES

A. FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS,

SEE SHEET G-002.3

CB C

CB T

CLOSE CIRCUIT

AND SPRING

CHARGING MOTOR

6A

W

SPRING

CHARGED

TOC

a

G

BKR

OPEN

b

R

BKR

CLOSED

TRIP

CIRCUIT

FPR

TRIP 2

FPR

PS

FPR

IN

52a

FPR

IN

52a

33 52 b

CONTACTS

D E

C K

35 36

T R

IP

N A

T

N A

C

C L

O S

E

POSITION

CS

TRIP CLOSE

SPRING RETURN

TO CENTER

BREAKER CONTROL

CS

FEEDER BREAKER DC SCHEMATIC

b a b a b a

AUX

52 FPR

S C

A D

A F

P R

A L

A R

M

Y A

G R

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N I L

T H

IS

S

H E

E T

B K

R S

T A

T U

S

T H

IS

S

H E

E T a

TOC

b a b a b

24BKR CONTROL

AND STATUS

THIS SHEET

a

MOC

b a b a

B K

R S

T A

T U

S

T H

IS

S

H E

E T

V D

C F

R O

M S

W G

R

D C

C O

N T

R O

L P

O W

E R

B U

S

CS

C b

TOC

CS

T

TOC

a a

TOC

a

FPR

IN

TOC

S C

A D

A L

O S

S

O F

D C

F O

R

T R

IP

P

IN

G

FPR

REMOTE

CLOSE

ALARM

OUT

1. SEE SHEETS E-601 FOR EXISTING

SWITCHGEAR ONE-LINE DIAGRAM.

2. LOGIC DIAGRAM APPLIES TO ALL NEW

FEEDER BREAKERS

TOC

b

FPR

TRIP 1

NOT

REMOTE CLOSE

R/L-REMOTE

NOT

IN301

52a/MOC

NOT

IN302

52a

OUT401 FPR

REMOTE

CLOSE

AND

ANDREMOTE TRIP

50 AFS TD

51 TD

OR

OR

FPR

TRIP 2

FPR

TRIP 1

FPR LOGIC

OUT102

OUT101

THIS

SHEET

R/L-REMOTE

51G TD

TOC/a

SCADA STATUS

(SOFT POINT)

AOR

TRIP

TARGET

OR

LOCKOUT RESET

A GROUND FAULT

TARGET

A

LOCKOUT

A

BLOCK

CLOSE

IN303

SCADA STATUS

(SOFT POINT)

R/L-LOCAL

S O

L

IC

IT

A

T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

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F

IL

E N

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B E

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IZ

E

S U

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B Y

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IS

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C O

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N O

SHEET

IDENTIFICATION

D A

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A P

P R

SHEET OF

US Army Corps of Engineers Seattle District

P S

T A

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IN

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D A

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IN

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A N

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F

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E N

A M

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W e d n e s d a y A u g u s t

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U S

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:2

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J O

IN

T

B A

S E

L E

W

IS

M c C

H O

R D

W

A S

H

IN

G T

O N

R E

P A

IR

/R

E P

L A

C E

E L

E C

T R

IC

A

L D

IS

T

R

IB

U T

IO

N

L

IN

E

M A

IN

-G

IN

G

K O

S U

B S

T A

T

IO

N A

T M c C

H O

R D

F

IE

L D

FOR OFFICIAL USE ONLY

FOR OFFICIAL USE ONLY

E-705

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1. SEE SHEET G-002 FOR ABBREVIATIONS, SYMBOLS,

AND GENERAL NOTES.

2. SEE SHEETS C-101 THROUGH C-106 FOR SITE

UTILITY LAYOUT.

3. SEE SHEET C-700 FOR NEW POWER POLE

COORDINATES.

4. SEE SHEETS E-503 AND E-504 FOR NEW POLE

DETAILS.

5. SEE SHEET E-706 FOR NEW WOOD POLE HARDWARE

SCHEDULES.

NOTES:

E-706

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P O

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H A

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W A

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S C

H E

D U

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