3_RFI-PG-122020_Conceptual Design Drawings.pdf

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Attached to
RFI for Construction Services to Upgrade Utility Substation Federal contract opportunity
Solicitation number
RFI-PG-122020
Issued by
Department of Energy

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1_RFI-PG-122020_Grizzly Peak Substation.docx DOCX document
4_RFI-PG-122020_2020-02-18 LBNL GPS Spec Book.pdf PDF
2_RFI-PG-122020_Past Projects Sheet.docx DOCX document

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Client Logo Location Plan

Stamps & Approvals

Project Location

Flad Project Number

Client Project Number Date

Volume Index

650 California Street

17th Floor

San Francisco, CA 94108

375 Beale Street, Suite 310

San Francisco, CA 94105

3930 Pacheco Blvd.

Martinez, CA 94553

123 Mission Street

7th Floor San Francisco, CA 94105

Consulting FirmConsulting FirmConsulting Firm Consulting Firm Consulting Firm

Vicinity Map

2908 Marketplace Drive

Suite 100 Fitchburg, WI 94553

10677O-001-SWA0

106770-001-BANK1

106770-001-BANK2

UNIVERSITY OF CALIFORNIA

LAWRENCE BERKELEY NATIONAL

LABORATORY

115kV Grizzly Peak

Substation 1 Cyclotron Rd Grizzly Peak Substation/Building 79 Site Berkeley, CA 94720

18350-06

02/18/2020

CONCEPTUAL DESIGN

CONSULTING FIRM CONSULTING FIRM CONSULTING FIRM CONSULTING FIRM CONSULTING FIRM

PROFESSIONAL SEAL

(IF REVISION, APPLIES ONLY TO REVISED WORK)

ISSUE (PROGRESS, ESTIMATE, BID, CONSTRUCTION,

CONFORMED, REVISION, RECORD)

REVISION

NUMBER

DRAWN

BY

CHECKED

BY

APPR'D

BY

DATE REMARKS

UNIVERSITY OF CALIFORNIA

LAWRENCE BERKELEY NATIONAL LABORATORY

FACILITIES DIVISION

DRAWN BY

CHECKED BY

APPROVED BY

DATE

SCALE

DRAWING NO.

PROJECT NO.

SHEET

650 California Street

17th Floor

San Francisco, CA 94108

375 Beale Street, Suite 310

San Francisco, CA 94105

3930 Pacheco Blvd.

Martinez, CA 94553

123 Mission Street

7th Floor

San Francisco, CA 94105

2908 Marketplace Drive

Suite 100

Fitchburg, WI 94553

115KV GRIZZLY PEAK SUBSTATION

OF 1

CONCEPTUAL

DESIGN

02/18/2020

GENERAL NOTES

SHEET NOTES

FLAD

FLAD 02/18/20

G-100

SHEET INDEX

FLAD

CIVIL SHEET INDEX

SHEET

NUMBER SHEET NAME

ISSUED FOR

CONCEPTUAL

DESIGN

ISSUED FOR

PRELIMINARY

DESIGN

ISSUED FOR

90% FINAL

DESIGN

ISSUED FOR

100% FINAL

DESIGN

C-100 EXISTING SITE AND DEMOLITION PLAN X

C-101 PROPOSED SITE LAYOUT X

C-102 GRADING AND DRAINAGE PLAN X

C-103 UTILITY RELOCATION PLAN X

GENERAL

SHEET

NUMBER SHEET NAME

ISSUED FOR

CONCEPTUAL

DESIGN

ISSUED FOR

PRELIMINARY

DESIGN

ISSUED FOR

90% FINAL

DESIGN

ISSUED FOR

100% FINAL

DESIGN

G-100 SHEET INDEX X

GL-120 LIFE SAFETY PLAN & BUILDING CODE SUMMARY X

GX-130 EXCAVATION DEPTH ZONES X

CONTROL ENCLOSURE ELECTRICAL SHEET INDEX

SHEET

NUMBER SHEET NAME

ISSUED FOR

CONCEPTUAL

DESIGN

ISSUED FOR

PRELIMINARY

DESIGN

ISSUED FOR

90% FINAL

DESIGN

ISSUED FOR

100% FINAL

DESIGN

E-400 CONTROL ENCLOSURE POWER PLAN - LEVEL 1 X

E-401 CONTROL ENCLOSURE POWER PLAN - BASEMENT X

SITE ELECTRICAL SHEET INDEX

SHEET

NUMBER SHEET NAME

ISSUED FOR

CONCEPTUAL

DESIGN

ISSUED FOR

PRELIMINARY

DESIGN

ISSUED FOR

90% FINAL

DESIGN

ISSUED FOR

100% FINAL

DESIGN

E-100 GENERAL ARRANGEMENT OUTDOORS - GRIZZLY PEAK

SUBSTATION (DEMOLITION)

X

E-101 GENERAL ARRANGEMENT OUTDOORS - GRIZZLY PEAK

SUBSTATION

X

E-102 ELECTRICAL SITE DISTRIBUTION X

E-701 SINGLE LINE DRAWING - GRIZZLY PEAK SUBSTATION X

E-801 SECTION ELEVATION VIEWS - GRIZZLY PEAK SUBSTATION X

ARCHITECTURAL SHEET INDEX

SHEET

NUMBER SHEET NAME

ISSUED FOR

CONCEPTUAL

DESIGN

ISSUED FOR

PRELIMINARY

DESIGN

ISSUED FOR

90% FINAL

DESIGN

ISSUED FOR

100% FINAL

DESIGN

A-120 FLOOR PLAN - LEVEL 1 X

A-121 FLOOR PLAN - BASEMENT X

A-150 ROOF PLAN X

A-200 EXTERIOR ELEVATIONS X

A-300 BUILDING SECTIONS X

dlee Line dlee Text Box dlee Text Box

DN

UP

UP

1 32

B

A

C

2252.36 SF

MECHANICAL

F-1

ELECTRONICS

FE

FE

DIAGONAL DISTANCE

OF ROOM

68' - 5"

EGRESS PATH

EGRESS PATH

PUBLIC WAY

E G

R E

S S

P A

T H

NOTE: PER CLIENT REQUEST,

ALL DOORS IN EXTERIOR WALLS

ARE TO BE 60 MIN. RATED (U.O.N.

ON FLOOR PLANS), AND OTHER

OPENINGS IN EXTERIOR WALLS

AND ROOF ARE TO BE

PROTECTED WITH 60 MIN. RATED

SYSTEM (TO BE DETERMINED)

EGRESS PATH

1 32

B

A

C

2110.76 SF

MECHANICAL

BASEMENT

F-1

ELECTRONICS

B-01

FE

DIAGONAL

DISTANCE

OF ROOM

67' - 0"

FE

82.77 SF

BATTERY

ROOM

F-1

ELECTRONICS

B-02

NOTE: PER CLIENT REQUEST,

ALL DOORS IN EXTERIOR WALLS

ARE TO BE 60 MIN. RATED (U.O.N.

ON FLOOR PLANS), AND OTHER

OPENINGS IN EXTERIOR WALLS

AND ROOF ARE TO BE

PROTECTED WITH 60 MIN. RATED

SYSTEM (TO BE DETERMINED)

1 HOUR FIRE RATED PARTITION

(NOT APPLICABLE)

2 HOUR FIRE RATED PARTITION

(NOT APPLICABLE)

FUNCTION

AREA (SQ. FT.)

SQ. FT. PER OCCUPANT

NO. OF OCCUPANTS

ENTRY / EXIT

OCCUPANCY

DOOR WIDTH PROVIDED - INCHES

DOOR WIDTH REQUIRED - INCHES

(IF CALCULATED REQ'D. WIDTH IS

LESS THAN 32", PROVIDE 32" MIN.)

EGRESS NUMBER AT EXIT DISCHARGE

ROOM NAME

AREA

Occupant Load

Occupancy Room Use

Number of Occupants

EXIT SIGN

LEGEND

SURFACE MTD. FIRE

EXTINGUISHER

FE

EGRESS NO. X MEANS

OF EGRESS CAPACITY

FACTOR OF 0.15 PER CBC

1005.3.2 exception 1

XX FT. DIAGONAL DISTANCE OF ROOM

(2 EXITS TO BE SEPARATED BY

NOT LESS THAN 1/3 OF THIS

DIAGONAL DISTANCE)

EGRESS PATH

2019 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE

(TITLE 24, PART 1)

2019 CALIFORNIA BUILDING CODE (TITLE 24, PART 2)

2019 CALIFORNIA ELECTRICAL CODE (TITLE 24, PART 3)

2019 CALIFORNIA MECHANICAL CODE (TITLE 24, PART 4)

2019 CALIFORNIA PLUMBING CODE (TITLE 24, PART 5)

2019 CALIFORNIA ENERGY CODE (TITLE 24, PART 6)

2019 CALIFORNIA FIRE CODE (TITLE 24, PART 9)

2019 CALIFORNIA GREEN BUILDING STANDARDS CODE

(CALGREEN) TITLE 24, PART 11

2016 CALIFORNIA REFERENCED STANDARDS CODE (TITLE 24,

PART 12)

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) RELEVANT

CODE

FEDERAL OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA)

U.S. ENVIRONMENTAL PROTECTION AGENCY REGULATIONS

(EPA)

AMERICANS WITH DISABILITIES ACT (ADA)

APPLICABLE CODES

LAWRENCE BERKELEY NATIONAL LABORATORY (LBNL) IS NOT

REQUIRED TO OBTAIN BUILDING PERMITS FROM LOCAL

GOVERNMENTAL AGENGIES. THE FACILITIES DIVISION AND THE

LBNL PROTECTIVE SERVICES DEPARTMENT ACT AS THE BUILDING

OFFICIAL AND THE FIRE MARSHAL RESPECTIVELY

BUILDING AREA

FIRST LEVEL: 2252 SQ. FT.

BASEMENT LEVEL: 2194 SQ. FT.

TOTAL AREA: 4446 SQ. FT.

OCCUPANCY CLASSIFICATION

FACTORY INDUSTRIAL F-1 MODERATE HAZARD

CONSTRUCTION CLASSIFICATION

TYPE II B

ALLOWABLE BUILDING HEIGHT AND AREA PER CBC TABLES 504.3,

504.4 AND 506.2

75 FEET AND 3 STORIES ABOVE GRADE PLANE, AND 65,000 GROSS

SQ. FT. TOTAL ALLOWABLE FLOOR AREA

PER CBC 506.1.3, BASEMENTS NEED NOT BE INCLUDED IN THE

TOTAL ALLOWABLE FLOOR AREA OF A BUILDING PROVIDED THE

TOTAL AREA OF SUCH BASEMENTS DOES NOT EXCEED THE AREA

PERMITTED FOR A ONE-STORY ABOVE GRADE PLANE BUILDING

FIRE RESISTANCE RATING REQUIREMENTS PER CBC TABLE 601:

BUILDING ELEMENT RATING REQUIRED

PRIMARY STRUCTURAL FRAME 0 HOURS

EXTERIOR BEARING WALLS 0 HOURS

INTERIOR BEARING WALLS 0 HOURS

EXTERIOR NON-BEARING WALLS 0 HOURS

INTERIOR NON-BEARING WALLS 0 HOURS

FLOOR CONSTRUCTION 0 HOURS

ROOF CONSTRUCTION 0 HOURS

FIRE RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS

PER CBC TABLE 602:

X < 5' 2 HOURS

5' < X < 10' 1 HOUR

10' < X < 30' 0 HOURS

X > 30' 0 HOURS

FIRE PROTECTION SYSTEM

AUTOMATIC SPRINKLER SYSTEM TO COMPLY WITH CBC 903.3

PORTABLE FIRE EXTINGUISHERS PER CBC 906.1

FIRE ALARM AND SMOKE DETECTION SYSTEM

OCCUPANT LOAD PER CBC TABLE 1004.5

MECHANICAL ROOM (1 : 300 SQ. FT.)

EXIT REQUIREMENTS

TWO EXITS OR ACCESS TO EXITS PER STORY (PER CBC TABLE

1006.3.2), SEPARATED BY NOT LESS THAN ONE-THIRD OF THE

LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF

THE AREA SERVED PER CBC 1007.1.1 exception 2

EXIT ACCESS TRAVEL DISTANCE

250 FT. PER CBC TABLE 1017.2

PROJECT DATA

CONSULTING FIRM CONSULTING FIRM CONSULTING FIRM CONSULTING FIRM CONSULTING FIRM

PROFESSIONAL SEAL

(IF REVISION, APPLIES ONLY TO REVISED WORK)

ISSUE (PROGRESS, ESTIMATE, BID, CONSTRUCTION,

CONFORMED, REVISION, RECORD)

REVISION

NUMBER

DRAWN

BY

CHECKED

BY

APPR'D

BY

DATE REMARKS

UNIVERSITY OF CALIFORNIA

LAWRENCE BERKELEY NATIONAL LABORATORY

FACILITIES DIVISION

DRAWN BY

CHECKED BY

APPROVED BY

DATE

SCALE

DRAWING NO.

PROJECT NO.

SHEET

650 California Street

17th Floor

San Francisco, CA 94108

375 Beale Street, Suite 310

San Francisco, CA 94105

3930 Pacheco Blvd.

Martinez, CA 94553

123 Mission Street

7th Floor

San Francisco, CA 94105

2908 Marketplace Drive

Suite 100

Fitchburg, WI 94553

115KV GRIZZLY PEAK SUBSTATION

OF 1

CONCEPTUAL

DESIGN

02/18/2020

GENERAL NOTES

SHEET NOTES

As indicated

FLAD

FLAD 02/18/20

GL-120

LIFE SAFETY PLAN & BUILDING CODE SUMMARY

FLAD

1/8" = 1'-0"1

FLOOR PLAN - LEVEL 1

1/8" = 1'-0"2

FLOOR PLAN - BASEMENT

dlee Line dlee Text Box dlee

0' (A P P R O X.

PCB 152-2

9' 0'

0'

.0

CONTROL

BUILDING

54' X 43'-4"

16'-7"

0"

6"

0"

0"

D E-

D E-

E E-

E E-

125-7

125-4

6" X 2" T

HK

CO

NC

RE

TE

F

IR

EW

AL

L

TRANSF.

BANK NO.4

TR

AN

SF

BA

NK

N O.

8"

10'-0"

152-6

15'-6''

0'

0'

20'-0" 57'-1"27'-6"

10'-0"

6' 1/ 2"

TR

AN

SF

B

AN

K

(E) CONC.

(3'x3'x6'D)

3" DIA. CAST

IRON PIPE,

UNDERGROUND

B77C

B77D

880.5

880.5

CT/PT-2

VT-L2

LA-L2

PCB152-2

C∅A∅ B∅

B∅

A∅

C∅ (FORMER) 115kV

DEAD END

3" DIA. CAST IRON

PIPE, UNDERGROUND

224x331 (Max)

180x267 (Waukesha)

.2

11'-4"

28'- 7"

15'-6''

LT.9

LT.6

LT.10

A∅ B∅

A∅ B∅

C∅

B∅A∅

C∅

C∅

LT.4

LT.11

A

F

E

E

A

F

E

A∅

A∅ B∅ C∅

B

B

LT.12

B∅ C∅

CT/PT-1

VT-L1

OIL PIT

LINE 1

115KV

TOWER

PCB 152-3

LT.3

PCB 152-3

PCB 152-1

PCB 152-1

A∅

A∅ C∅B∅

E

E

E

E

E

E

E

E

E

E

E

(N)

(N)

(N)

(N)

(E) EMH-186

(N)

ZONE 1

ANTICIPATED DEPTH OF

CONTROL ENCLOSURE

14-FOOT + 2-FOOT

OVER EXCAVATION

ZONE 2

ANTICIPATED DEPTH OF

TRANSFORMER PAD

5-FOOT + 2-FOOT

OVER EXCAVATION

ZONE 3

ANTICIPATED DEPTH OF

DRILLED PIERS

15-FOOT + 0-FOOT

OVER EXCAVATION

(N)

CONSULTING FIRM CONSULTING FIRM CONSULTING FIRM CONSULTING FIRM CONSULTING FIRM

PROFESSIONAL SEAL

(IF REVISION, APPLIES ONLY TO REVISED WORK)

ISSUE (PROGRESS, ESTIMATE, BID, CONSTRUCTION,

CONFORMED, REVISION, RECORD)

REVISION

NUMBER

DRAWN

BY

CHECKED

BY

APPR'D

BY

DATE REMARKS

UNIVERSITY OF CALIFORNIA

LAWERENCE BERKELEY NATIONAL LABORATORY

FACILITIES DIVISION

DRAWN BY

CHECKED BY

APPROVED BY

DATE

SCALE

DRAWING NO.

PROJECT NO.

SHEET

650 California Street

17th Floor

San Francisco, CA 94108

375 Beale Street, Suite 310

San Francisco, CA 94105

3930 Pacheco Blvd.

Martinez, CA 94553

123 Mission Street

7th Floor

San Francisco, CA 94105

2908 Marketplace Drive

Suite 100

Fitchburg, WI 94553

GPS

115KV GRIZZLY PEAK SUBSTATION

CONCEPTUAL

DESIGN

02/18/2020

GENERAL NOTES

SHEET NOTES

19037-00

1" = 10'-0"

AEI

AEI 02/18/20

GX-130

EXCAVATION DEPTH ZONES

AEI

dlee Line dlee Text Box dlee

G

L

A

S

E

R

D

(E) HILL AREA

UC SUBSTATION

(N.I.C.)

GLASER RD

M c

M

I

L

L

A

N

B77

B79

CONSULTING FIRM CONSULTING FIRM CONSULTING FIRM CONSULTING FIRM CONSULTING FIRM

650 California Street 17th Floor San Francisco, CA 94108

375 Beale Street, Suite 310 San Francisco, CA 94105

3930 Pacheco Blvd.

Martinez, CA 94553

123 Mission Street 7th Floor San Francisco, CA 94105

2908 Marketplace Drive Suite 100 Fitchburg, WI 94553 dlee Line dlee Text Box dlee

G

L

A

S

M c

M

I

L

L

B77

(E) HILL AREA

UC SUBSTATION

(N.I.C.)

GLASER RD

(N) CONTROL BLDG

CONSULTING FIRM CONSULTING FIRM CONSULTING FIRM CONSULTING FIRM CONSULTING FIRM

650 California Street 17th Floor San Francisco, CA 94108

375 Beale Street, Suite 310 San Francisco, CA 94105

3930 Pacheco Blvd.

Martinez, CA 94553

123 Mission Street 7th Floor San Francisco, CA 94105

2908 Marketplace Drive Suite 100 Fitchburg, WI 94553 dlee Line dlee Text Box dlee

G

L

A

S

M c

M

I

L

L

B77

(E) HILL AREA

UC SUBSTATION

(N.I.C.)

GLASER RD

(N) CONTROL

BLDG

FFE=888.71'

CONSULTING FIRM CONSULTING FIRM CONSULTING FIRM CONSULTING FIRM CONSULTING FIRM

650 California Street 17th Floor San Francisco, CA 94108

375 Beale Street, Suite 310 San Francisco, CA 94105

3930 Pacheco Blvd.

Martinez, CA 94553

123 Mission Street 7th Floor San Francisco, CA 94105

2908 Marketplace Drive Suite 100 Fitchburg, WI 94553 dlee Line dlee Text Box dlee

B77

(N) CONTROL BLDG

CONSULTING FIRM CONSULTING FIRM CONSULTING FIRM CONSULTING FIRM CONSULTING FIRM

650 California Street 17th Floor San Francisco, CA 94108

375 Beale Street, Suite 310 San Francisco, CA 94105

3930 Pacheco Blvd.

Martinez, CA 94553

123 Mission Street 7th Floor San Francisco, CA 94105

2908 Marketplace Drive Suite 100 Fitchburg, WI 94553 dlee Line dlee Text Box dlee

JPM

NSF 01/17/20

E-100

DEMOLITION

JPM

CONSULTING FIRM CONSULTING FIRM CONSULTING FIRM CONSULTING FIRM CONSULTING FIRM

PROFESSIONAL SEAL

(IF REVISION, APPLIES ONLY TO REVISED WORK)

ISSUE (PROGRESS, ESTIMATE, BID, CONSTRUCTION,

CONFORMED, REVISION, RECORD)

REVISION

NUMBER

DRAWN

BY

CHECKED

BY

APPR'D

BY DATE REMARKS

UNIVERSITY OF CALIFORNIA

LAWRENCE BERKELEY NATIONAL LABORATORY

FACILITIES DIVISION

DRAWN BY

CHECKED BY

APPROVED BY

DATE

SCALE

DRAWING NO.

PROJECT NO.

SHEET

650 California Street 17th Floor San Francisco, CA 94108

375 Beale Street, Suite 310 San Francisco, CA 94105

3930 Pacheco Blvd.

Martinez, CA 94553

123 Mission Street 7th Floor San Francisco, CA 94105

2908 Marketplace Drive Suite 100 Fitchburg, WI 94553

115KV GRIZZLY PEAK SUBSTATION

OF 1

CONCEPTUAL

DESIGN

02/18/2020

GENERAL NOTES

SHEET NOTES

dlee Line dlee Text Box dlee

125-4

125-7

152-5

152-6

CONSULTING FIRM CONSULTING FIRM CONSULTING FIRM CONSULTING FIRM CONSULTING FIRM

PROFESSIONAL SEAL

(IF REVISION, APPLIES ONLY TO REVISED WORK)

ISSUE (PROGRESS, ESTIMATE, BID, CONSTRUCTION,

CONFORMED, REVISION, RECORD)

REVISION

NUMBER

DRAWN

BY

CHECKED

BY

APPR'D

BY DATE REMARKS

UNIVERSITY OF CALIFORNIA

LAWRENCE BERKELEY NATIONAL LABORATORY

FACILITIES DIVISION

DRAWN BY

CHECKED BY

APPROVED BY

DATE

SCALE

DRAWING NO.

PROJECT NO.

SHEET

650 California Street 17th Floor San Francisco, CA 94108

375 Beale Street, Suite 310 San Francisco, CA 94105

3930 Pacheco Blvd.

Martinez, CA 94553

123 Mission Street 7th Floor San Francisco, CA 94105

2908 Marketplace Drive Suite 100 Fitchburg, WI 94553

115KV GRIZZLY PEAK SUBSTATION

OF 1

CONCEPTUAL

DESIGN

02/18/2020

GENERAL NOTES

SHEET NOTES

JPM

NSF 02/18/20

E-101

GENERAL ARRANGEMENT

JPM

AutoCAD SHX Text

CODE

AutoCAD SHX Text C

AutoCAD SHX Text E-801

AutoCAD SHX Text B

AutoCAD SHX Text E-801

AutoCAD SHX Text A

AutoCAD SHX Text E-801

AutoCAD SHX Text N

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 7'-0''

AutoCAD SHX Text 16'-0''

AutoCAD SHX Text 16'-0''

AutoCAD SHX Text 16'-0''

AutoCAD SHX Text 25'-0''

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E-801

AutoCAD SHX Text D

AutoCAD SHX Text E-801

AutoCAD SHX Text E

AutoCAD SHX Text E-801

AutoCAD SHX Text E

AutoCAD SHX Text E-801

AutoCAD SHX Text

UP

AutoCAD SHX Text

VERY DENSE TREES

AutoCAD SHX Text

POT HOLE 2 (E3301.9,S203.9)

AutoCAD SHX Text 12" City Water

AutoCAD SHX Text

POT HOLE 1 (E3280.8,S117.7)

AutoCAD SHX Text Edge of Pavement

AutoCAD SHX Text

ETW

AutoCAD SHX Text

ETW

AutoCAD SHX Text

BARRIER

AutoCAD SHX Text

VERY DENSE TREES

AutoCAD SHX Text Top of Bank

AutoCAD SHX Text

DOWN HILL

AutoCAD SHX Text Edge of Pavement

AutoCAD SHX Text 20'-0''

AutoCAD SHX Text 891.3

AutoCAD SHX Text Z 889.540

AutoCAD SHX Text

AutoCAD SHX Text

LIGHT

AutoCAD SHX Text 901.6

AutoCAD SHX Text

CENTER CB GRATE

AutoCAD SHX Text 880.5

AutoCAD SHX Text 880.5

AutoCAD SHX Text

GATE 2

AutoCAD SHX Text

DOWN

AutoCAD SHX Text B77C

AutoCAD SHX Text

EDGE OF PAVEMENT

AutoCAD SHX Text Gutter

AutoCAD SHX Text

GLASER ROAD

AutoCAD SHX Text

GLASER ROAD

AutoCAD SHX Text 909.7

AutoCAD SHX Text

CENTER CB GRATE

AutoCAD SHX Text

TOP 7" CMP (END)

AutoCAD SHX Text 916.2

AutoCAD SHX Text 919.5

AutoCAD SHX Text 893.8

AutoCAD SHX Text B77D

AutoCAD SHX Text 922.8

AutoCAD SHX Text

FENCE

AutoCAD SHX Text

MAN GATE

AutoCAD SHX Text A%%C

AutoCAD SHX Text C%%C

AutoCAD SHX Text B%%C

AutoCAD SHX Text

LT.7

AutoCAD SHX Text

LT.18

AutoCAD SHX Text

LT.8

AutoCAD SHX Text

LT.9

AutoCAD SHX Text

LT.5

AutoCAD SHX Text

LT.6

AutoCAD SHX Text

LT.10

AutoCAD SHX Text A%%C

AutoCAD SHX Text B%%C

AutoCAD SHX Text A%%C

AutoCAD SHX Text B%%C

AutoCAD SHX Text C%%C

AutoCAD SHX Text B%%C

AutoCAD SHX Text A%%C

AutoCAD SHX Text C%%C

AutoCAD SHX Text C%%C

AutoCAD SHX Text

LT.17

AutoCAD SHX Text

LT.16

AutoCAD SHX Text

LT.15

AutoCAD SHX Text

LT.4

AutoCAD SHX Text

LT.11

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text A%%C

AutoCAD SHX Text A%%C

AutoCAD SHX Text B%%C

AutoCAD SHX Text C%%C

AutoCAD SHX Text B

AutoCAD SHX Text B

AutoCAD SHX Text

LT.13

AutoCAD SHX Text

LT.12

AutoCAD SHX Text

LT.14

AutoCAD SHX Text B%%C

AutoCAD SHX Text C%%C

AutoCAD SHX Text

LT.19

AutoCAD SHX Text

DUCTBANK (6-6"C+3-4"C)

AutoCAD SHX Text

(E) TEL. MH. T701

AutoCAD SHX Text

DUCTBANK (6-6"C+3-3"C)

AutoCAD SHX Text POWER MH 8'Wx8'L

AutoCAD SHX Text

DUCTBANK (6-6"C+3-4"C)

AutoCAD SHX Text

EMH #701

AutoCAD SHX Text 12-5"C

AutoCAD SHX Text

POWER MH

AutoCAD SHX Text

EMH #173

AutoCAD SHX Text 6-5"C

AutoCAD SHX Text

DUCTBANK (6-6"C+3-4"C) TO EMH-173

AutoCAD SHX Text

RES.2

AutoCAD SHX Text

GRDG

AutoCAD SHX Text X

AutoCAD SHX Text X

AutoCAD SHX Text

GATE

AutoCAD SHX Text 3000A

AutoCAD SHX Text

BUS DUCT

AutoCAD SHX Text

RES.1

AutoCAD SHX Text

GRDG

AutoCAD SHX Text

TRANSF. T1

AutoCAD SHX Text

(N) RETAINING WALL

AutoCAD SHX Text

SW.105

AutoCAD SHX Text

SW. 121

AutoCAD SHX Text 115kV BUS 1

AutoCAD SHX Text 152-6

AutoCAD SHX Text

BUS TIE BKR

AutoCAD SHX Text 115kV BUS 2

AutoCAD SHX Text

SW.115

AutoCAD SHX Text C

AutoCAD SHX Text

TRANSF. T2

AutoCAD SHX Text

VT-B2

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text

(SW. 122)

AutoCAD SHX Text

SW.113

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text

LINE 2

AutoCAD SHX Text 115kV

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

LINE 1

AutoCAD SHX Text 115kV

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text

VT-B1

AutoCAD SHX Text A

AutoCAD SHX Text

SW.103

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text

BUS DUCT

AutoCAD SHX Text

SW. 123

AutoCAD SHX Text

MIN.

AutoCAD SHX Text 3000A

AutoCAD SHX Text

OPEN

AutoCAD SHX Text

FA PNL

AutoCAD SHX Text CONTROL BLDG. 1st FLOOR

AutoCAD SHX Text

SPARE BKR

AutoCAD SHX Text

ROLL-UP DOOR

AutoCAD SHX Text

UP

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text

FUT.

AutoCAD SHX Text

AutoCAD SHX Text

METER RM

AutoCAD SHX Text 15kV SWITCHGEAR

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

FILE CAB.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AC PNL

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

DC PNL

AutoCAD SHX Text

115KV PANELS

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

DN

AutoCAD SHX Text

FUT.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

UP

AutoCAD SHX Text

DWG. RACK

AutoCAD SHX Text

AutoCAD SHX Text

TEL. CAB.

AutoCAD SHX Text

SW. S-1

AutoCAD SHX Text

(E) HILL AREA UC SUBSTATION (N.I.C.)

AutoCAD SHX Text

(E) 2-4"C DUCTBANK

AutoCAD SHX Text

UCB/LBNL TIE LINES 1 & 2 DUCTBANK 6-6"C

AutoCAD SHX Text

EMH #119

AutoCAD SHX Text 6-6"C

AutoCAD SHX Text

MAIN GATE

AutoCAD SHX Text

TMH

AutoCAD SHX Text #535

AutoCAD SHX Text

AutoCAD SHX Text

EMH

AutoCAD SHX Text

CT/PT-1

AutoCAD SHX Text

VT-L1

AutoCAD SHX Text

OIL PIT

AutoCAD SHX Text

CT/PT-2

AutoCAD SHX Text

VT-L2

AutoCAD SHX Text

LA-L2

AutoCAD SHX Text

PB4

AutoCAD SHX Text

CONTROL BLDG.

AutoCAD SHX Text

PB3

AutoCAD SHX Text

WAPA ROOM

AutoCAD SHX Text

PB2

AutoCAD SHX Text

GRDG RES.1

AutoCAD SHX Text 10'-0''

AutoCAD SHX Text

FENCE

AutoCAD SHX Text 15'-0"

AutoCAD SHX Text

T.B.-1 TOWER

AutoCAD SHX Text

LINE 1

AutoCAD SHX Text

115KV

AutoCAD SHX Text

TOWER

AutoCAD SHX Text

TRANSF. BANK 2

AutoCAD SHX Text

SW. A1 (BLDG. 36) GRIZZLY SUB.

AutoCAD SHX Text 15'-0''

AutoCAD SHX Text T.B.-2

AutoCAD SHX Text

TOWER

AutoCAD SHX Text 10'-0''

AutoCAD SHX Text T.B.-2

AutoCAD SHX Text 43'-0''

AutoCAD SHX Text

60'-0'' (APPROX.)

AutoCAD SHX Text

LT.1

AutoCAD SHX Text

PCB 152-2

AutoCAD SHX Text 15'-6''

AutoCAD SHX Text

PCB 152-3

AutoCAD SHX Text 15'-6''

AutoCAD SHX Text

LT.3

AutoCAD SHX Text

PCB 152-3

AutoCAD SHX Text 37'-0"

AutoCAD SHX Text 16'-0''

AutoCAD SHX Text

& PCB152-2

AutoCAD SHX Text

PCB 152-3

AutoCAD SHX Text A%%C

AutoCAD SHX Text C%%C

AutoCAD SHX Text B%%C

AutoCAD SHX Text

PCB 152-1

AutoCAD SHX Text 9'-0''

AutoCAD SHX Text

SPARE

AutoCAD SHX Text 16'-0''

AutoCAD SHX Text

LT3

AutoCAD SHX Text 5'-0"

AutoCAD SHX Text

DEAD-END

AutoCAD SHX Text 11'-6''

AutoCAD SHX Text

115KV

AutoCAD SHX Text

LT.2

AutoCAD SHX Text 55'-6''

AutoCAD SHX Text 29'-0"

AutoCAD SHX Text 16'-0''

AutoCAD SHX Text

ROAD

AutoCAD SHX Text

TRANSF. BANK 1

AutoCAD SHX Text 21'-0''

AutoCAD SHX Text

PCB 152-1

AutoCAD SHX Text 15'-0''

AutoCAD SHX Text T.B.-1

AutoCAD SHX Text 17'-0''

AutoCAD SHX Text 175'-0"

AutoCAD SHX Text 31'-0''

AutoCAD SHX Text

PCB152-2

AutoCAD SHX Text 12'-0''

AutoCAD SHX Text

CONTROL BLDG.

AutoCAD SHX Text C%%C

AutoCAD SHX Text A%%C

AutoCAD SHX Text B%%C

AutoCAD SHX Text B%%C

AutoCAD SHX Text A%%C

AutoCAD SHX Text C%%C

AutoCAD SHX Text

GRDG RES.2

AutoCAD SHX Text

PB4

AutoCAD SHX Text

PB3

AutoCAD SHX Text (FORMER) 115kV

AutoCAD SHX Text

DEAD END

AutoCAD SHX Text

SW 165

AutoCAD SHX Text

BANK #2

AutoCAD SHX Text H1

AutoCAD SHX Text OIL PIT (15'-9"x15'-0"x 8'-0"D)

AutoCAD SHX Text

SLOPE 3%

AutoCAD SHX Text

(E) CONC. CATCH BASIN (3'x3'x6'D)

AutoCAD SHX Text

3" DIA. CAST IRON PIPE, UNDERGROUND (TYP)

AutoCAD SHX Text

3" DIA. CAST IRON PIPE, UNDERGROUND (TYP)

AutoCAD SHX Text 224x331 (Max)

AutoCAD SHX Text

CONTROL BUILDING 54' X 43'-4"

AutoCAD SHX Text

GATE 3

AutoCAD SHX Text 180x267 (Waukesha)

AutoCAD SHX Text A%%C

AutoCAD SHX Text B%%C

AutoCAD SHX Text C%%C

AutoCAD SHX Text

21'-6" X 12" THK CONCRETE FIREWALL

AutoCAD SHX Text

TRANSF. BANK NO.4

AutoCAD SHX Text

TRANSF. BANK NO.3

AutoCAD SHX Text

GRDG RES. 4

AutoCAD SHX Text

GRDG RES. 3

AutoCAD SHX Text

1. REMOVE ALL (E) CONST. AS REQ. TO COMPLETE (N) WORK. REMOVE ALL (E) CONST. AS REQ. TO COMPLETE (N) WORK. 2. COORDINATE INSTALLATION WITH USER. COORDINATE INSTALLATION WITH USER. 3. WRITTEN DIMENSIONS TAKE PRECEDENT OVER SCALED. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENT OVER SCALED. DO NOT SCALE DRAWINGS. 4. SUBSTATION GROUND GRID SHALL CONNECT TO EXISTING SUBSTATION GRID. GRID SUBSTATION GROUND GRID SHALL CONNECT TO EXISTING SUBSTATION GRID. GRID SHALL EXTEND BEYOND PERIMETER FENCE AS REQUIRED BY STEP-TOUCH CALCULATIONS.

AutoCAD SHX Text LOCATIONS OF FUTURE POWER FACTOR CORRECTION CAPACITORS. TRANSFORMER OIL CONTAINMENT SHALL EXTEND TO FULL EXTENT OF TRANSFORMER RADIATOR COILS.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text dlee Line dlee Text Box dlee

7'

DN

DN

ROLL-UP DOOR

GATE

3000A

BUS DUCT

TRANSF. T1

SW.105

SW. 121

5k V

B U S

152-6

BUS TIE BKR

5k V

B U S

SW.115

C

TRANSF. T2

VT-B2

C AB

AB

C

(SW. 122)

SW.113

B

C

LINE 2

115kV

A

B

A

LINE 1

115kV

BC

A

VT-B1

A

SW.103

B

C

BUS DUCT

SW. 123

3000A

(A P P R O X.

PCB 152-2

9'

.0

CONTROL

BUILDING

54' X 43'-4"

16'-7"

0"

6"

0"

0"

D E-

D E-

E E-

E E-

125-7

125-4

152-5

6" X 2" T

HK

C

ON

C

RE

TE

F

IR

EW

AL

L

TRANSF.

BANK NO.4

TR

AN

SF

BA

NK

N O.

8"

10'-0"

152-6

15'-0"

15'-6''

37'-0"

16'-0'' 16'-0''

5'-0"

11'-6'' 55'-6''

29'-0"

16'-0''

21'-0" 21'-0" 23'-0"

20'-0" 57'-1"27'-6"

21'-8"

16'-6"

10'-0"

6' 1/ 2"

TR

AN

SF

B

AN

K

SLOPE 3%

(E) CONC.

CATCH

BASIN

(3'x3'x6'D)

3" DIA. CAST

IRON PIPE,

UNDERGROUND

(TYP)

H1

RES.2

GRDG

RES.1

GRDG

(E)

HILL

AREA

UC

SUBSTATION

(N.I.C.)

(E) 2-4"C

DUCTBANK

UCB/LBNL TIE

LINES 1 & 2

DUCTBANK

6-6"C

EMH

#119

FA

P

NL

C

ON

TR

OL

B

LD

G.

st F

LO

OR

SP

AR

E

B

KR

kV S W

ITC

HG

EA

R

FI

LE

C

AB

AC

PN

L

DC

P

NL

5K V

PA

NE

LS

DW

G.

RA

C K

TE

L.

C

AB

.SW

S-

.3

(E) TEL.

MH. T701DUCTBANK

(6-6"C+3-3"C)

POWER MH

8'Wx8'L

EMH#701

12-5"C

POWER MH

EMH#173

6-5"C

DUCTBANK

(6-6"C+3-4"C)

DUCTBANK

(6-6"C+3-4"C)

DUCTBANK

(6-6"C+3-4"C)

TO EMH-173

(N) RETAINING WALL

O P E N

M

IN

UP

ST

OR

AG

E

FU

T.

M

ET

ER

RM

DN

FU

T.

UP

X

X

923.0

FENCE

MAN GATE

B77C

B77

B77D

CB RIM

937.2

CB RIM

CB RIM

937.6

909.7

CENTER CB GRATE

924.0

TOP 7" CMP (END)

916.2

TOP 7" CMP

921.9

893.8

887.9

922.8

919.5

940.8

(LANDING)

MH IS APPROX.

869.3

VERY DENSE TREES

VER

Y D

EN

SE TR

EES

GATE 2

GATE 3

CENTER CB GRATE

936.7

CENTER OF BOX

936.4

891.3

Z 889.540

LIGHT

901.6CENTER CB GRATE

880.5

880.5

Top of

B ank

E d ge o f

P av em e n t

BARRIER

DO

WN

H

IL

L

Ed ge of

P av em en t

GL

AS

ER

R

OA

D

GLASER

ROAD

E

TW

E

TW

EDGE OF

PAVEMENT

Gutter

UP

D O W N

20'-0''

POT HOLE 2

(E3301.9,S203.9)

12" City Water

POT HOLE 1

(E3280.8,S117.7)

CT/PT-2

VT-L2

LA-L2

PCB152-2

CONTROL

BLDG.

C∅A∅ B∅

B∅

A∅

C∅

GRDG

RES.2

PB4

PB3

(FORMER) 115kV

DEAD END

SW

B A N K

OIL PIT

(15'-9"x15'-0"x

8'-0"D)

3" DIA. CAST IRON

PIPE, UNDERGROUND

(TYP)

224x331 (Max)

180x267 (Waukesha)

C

18'-8.4"

.2

'-2

11'-4"

28'- 7"

135'-0"

15'-0'' 10'-0'' 43'-0''

15'-6''

N

GRIZZLY SUBSTATION

LT.7

LT.18

LT.8

LT.9

LT.5

LT.6

LT.10

A∅ B∅

A∅ B∅

C∅

B∅A∅

C∅

C∅

LT.17

LT.16

LT.15

LT.4

LT.11

A

F

E

E

A

F

E

A∅

A∅ B∅ C∅

B

B

LT.13

LT.12

LT.14

B∅ C∅

LT.19

6-6"C

MAIN GATE

TMH

#535

EMH

CT/PT-1

VT-L1

OIL PIT

PB4

CONTROL BLDG.

PB3

WAPA

ROOM

PB2

GRDG

RES.1

FENCE

T.B.-1 TOWER

LINE 1

115KV

TOWER

SW. A1 (BLDG. 36) GRIZZLY SUB.

T.B.-2

TOWER T.B.-2

LT.1

PCB 152-3

LT.3

PCB 152-3

& PCB152-2

PCB 152-3

A∅ C∅B∅

PCB 152-1

SPARE

LT3DEAD-END

115KV

LT.2

ROAD

TRANSF. BANK 1

PCB 152-1

T.B.-1

A∅

B∅

C∅

A∅ C∅B∅

E

E

E

E

E

E

E E

E

E E

E

E

E

E

E

E

E

E

E

E

E

E

E

(N)

(N)

(N)

(E) EMH-187

(E) EMH-10

(E) EMH-174

(N)

(N)

(E) EMH-186

(N)

(N)

CONSULTING FIRM CONSULTING FIRM CONSULTING FIRM CONSULTING FIRM CONSULTING FIRM

PROFESSIONAL SEAL

(IF REVISION, APPLIES ONLY TO REVISED WORK)

ISSUE (PROGRESS, ESTIMATE, BID, CONSTRUCTION,

CONFORMED, REVISION, RECORD)

REVISION

NUMBER

DRAWN

BY

CHECKED

BY

APPR'D

BY

DATE REMARKS

UNIVERSITY OF CALIFORNIA

LAWERENCE BERKELEY NATIONAL LABORATORY

FACILITIES DIVISION

DRAWN BY

CHECKED BY

APPROVED BY

DATE

SCALE

DRAWING NO.

PROJECT NO.

SHEET

650 California Street

17th Floor

San Francisco, CA 94108

375 Beale Street, Suite 310

San Francisco, CA 94105

3930 Pacheco Blvd.

Martinez, CA 94553

123 Mission Street

7th Floor

San Francisco, CA 94105

2908 Marketplace Drive

Suite 100

Fitchburg, WI 94553

GPS

115KV GRIZZLY PEAK SUBSTATION

CONCEPTUAL

DESIGN

02/18/2020

GENERAL NOTES

SHEET NOTES

19037-00

1" = 20'-0"

AEI

AEI 02/18/20

E-102

ELECTRICAL MEDIUM VOLTAGE DISTRIBUTION

AEI

SCALE: 1" = 20'-0"

ELECTRICAL SITE PLAN

1. NEW 4-5"C AND FEEDERS FROM NEW SW-AO TO EXISTING MAN-HOLE 188

FOR EXISTING 109 AND 113 TO SW-A5.

2. NEW 9-5"C AND FEEDERS FROM SW-AO TO EXISTING MAN-HOLE 10

THROUGH A NEW MAN-HOLE FOR EXISTING 106,108, 114 AND 117 TO SW-A3

AND

SW-A4.

3. NEW 6-5"C AND FEEDERS FROM NEW SW-AO TO EXISTING MAN-HOLE 186

FOR EXISTING 104 AND 119 TO UCB.

4. NEW FEEDER IN EXISTING 2-4"C FROM EXISTING MAN-HOLE 186 TO SW-A1

VAULT FOR EXISTING FEEDERS 104 AND 119 TO UCB.

5. NEW 9-5"C FROM NEW SWITCHGEAR TO NEW MAN-HOLE FOR EXISTING

FEEDERS 105, 118, 205, 209, 203 AND 207.

6. NEW 6-5"C FROM NEW MANHOLE TO EXISTING MAN-HOLE 174 THROUGH

ONE NEW MAN-HOLE FOR EXISTING FEEDERS 105 AND 118.

7. EXISTING 2-5"C AND FEEDER FROM NEW SW-AO TO EXISTING MAN-HOLE 128

THROUGH ONE NEW MAN-HOLE FOR EXISTING FEEDERS 205 AND 209 TO

ADF-1-77.

8. SPARE 6-6"C FOR FUTURE 34.5KV CIRCUITS. CAPPED FOR FUTURE

EXTENSION.

9. EXISTING 2-4"C FROM NEW MAN-HOLE TO EXISTING SW-A1 VAULT FOR

EXISTING FUTURE FEEDERS 203 AND 207 TO ADF-2-69.

10. 2-5"C FOR FUTURE POWER FACTOR CORRECTION.

SCALE : 1" = 20'-0"

0 20' 40'10' dlee Line dlee Text Box dlee

GRIZZLY PEAK SUBSTATION (TO BE UPGRADED)

k V

U

D

E R

G R

O U

C

O N

D U

C T

O R

S

T

S

O

F

K

C M

I L

D

E R

G R

O U

N

D U

C T

O R

T

S

O

F

K

C M

I L

D

E R

G R

O U

N

D U

C T

O R

T

S

K

C M

I L

D

E R

G R

O U

N

D U

C T

O R

T

S

K

C M

I L

CONSULTING FIRM CONSULTING FIRM CONSULTING FIRM CONSULTING FIRM CONSULTING FIRM

PROFESSIONAL SEAL

(IF REVISION, APPLIES ONLY TO REVISED WORK)

ISSUE (PROGRESS, ESTIMATE, BID, CONSTRUCTION,

CONFORMED, REVISION, RECORD)

REVISION

NUMBER

DRAWN

BY

CHECKED

BY

APPR'D

BY DATE REMARKS

UNIVERSITY OF CALIFORNIA

LAWRENCE BERKELEY NATIONAL LABORATORY

FACILITIES DIVISION

DRAWN BY

CHECKED BY

APPROVED BY

DATE

SCALE

DRAWING NO.

PROJECT NO.

SHEET

650 California Street 17th Floor San Francisco, CA 94108

375 Beale Street, Suite 310 San Francisco, CA 94105

3930 Pacheco Blvd.

Martinez, CA 94553

123 Mission Street 7th Floor San Francisco, CA 94105

2908 Marketplace Drive Suite 100 Fitchburg, WI 94553

115KV GRIZZLY PEAK SUBSTATION

OF 1

CONCEPTUAL

DESIGN

02/18/2020

GENERAL NOTES

SHEET NOTES

JPM

NSF 02/18/20

E-701

SINGLE LINE DRAWING

JPM

dlee Line dlee Text Box dlee

BANK #2 - SECTION

BANK #4 - SECTION

BANK #3 - SECTION

SECTION - 115 kV LINE 2

SECTION - 115 kV LINE 2

JPM

NSF 01/17/20

E-801

SECTION ELEVATION VIEWS

JPM

CONSULTING FIRM CONSULTING FIRM CONSULTING FIRM CONSULTING FIRM CONSULTING FIRM

PROFESSIONAL SEAL

(IF REVISION, APPLIES ONLY TO REVISED WORK)

ISSUE (PROGRESS, ESTIMATE, BID, CONSTRUCTION,

CONFORMED, REVISION, RECORD)

REVISION

NUMBER

DRAWN

BY

CHECKED

BY

APPR'D

BY DATE REMARKS

UNIVERSITY OF CALIFORNIA

LAWRENCE BERKELEY NATIONAL LABORATORY

FACILITIES DIVISION

DRAWN BY

CHECKED BY

APPROVED BY

DATE

SCALE

DRAWING NO.

PROJECT NO.

SHEET

650 California Street 17th Floor San Francisco, CA 94108

375 Beale Street, Suite 310 San Francisco, CA 94105

3930 Pacheco Blvd.

Martinez, CA 94553

123 Mission Street 7th Floor San Francisco, CA 94105

2908 Marketplace Drive Suite 100 Fitchburg, WI 94553

115KV GRIZZLY PEAK SUBSTATION

OF 1

CONCEPTUAL

DESIGN

02/18/2020

GENERAL NOTES

SHEET NOTES

dlee Line dlee Text Box dlee

A-200

A-300

1 32

B

A-300

A

C

A-300

A-300

A-300

60 MIN. RATED 12' W. X 10' HIGH OVERHEAD COILING DOOR WITH MANUAL OPERATION

8" CMU WITH MASONRY

WATERPROOFING

PAINT AT EXTERIOR &

INTERIOR FACES, TYP.

14" THK. CONC.

FOUNDATION

WALL BELOW,

TYP.

27' - 0" 27' - 0"

A-200

C M

U T

O C

M U

8" CMU WITH MASONRY

WATERPROOFING PAINT

AT EXTERIOR & INTERIOR

FACES, TYP.

14" THK. CONC. FOUNDATION

WALL BELOW, TYP.

A-200

4' WIDE C.I.P. CONC. STAIR WITH STL. PIPE HANDRAILS

STL. PIPE GUARDRAIL

CONC. FOUNDATION WALL BELOW

NO THERMAL INSULATION AT INT. FACE OF WALL

MECHANICAL

52' - 8" CMU TO CMU

60 MIN. RATED

3' X 7' H.M. DOOR & FRAME

60 MIN. RATED

3' X 7' H.M. DOOR

& FRAME

A-200

EQUIPMENT TO BE

LOWERED BY PORTABLE

CRANE TO BASEMENT

LANDING BELOW

THIS PORTION OF

GUARDRAIL TO BE

REMOVABLE

5' WIDE C.I.P. CONC. STAIR WITH STL. PIPE HANDRAILS

STL. PIPE GUARDRAIL

CONC. FOUNDATION WALL BELOW

CONC. PAD

CENTERLINE DOOR OPENING

6'

0'

5'

CONSULTING FIRM CONSULTING FIRM CONSULTING FIRM CONSULTING FIRM CONSULTING FIRM

PROFESSIONAL SEAL

(IF REVISION, APPLIES ONLY TO REVISED WORK)

ISSUE (PROGRESS, ESTIMATE, BID, CONSTRUCTION,

CONFORMED, REVISION, RECORD)

REVISION

NUMBER

DRAWN

BY

CHECKED

BY

APPR'D

BY

DATE REMARKS

UNIVERSITY OF CALIFORNIA

LAWRENCE BERKELEY NATIONAL LABORATORY

FACILITIES DIVISION

DRAWN BY

CHECKED BY

APPROVED BY

DATE

SCALE

DRAWING NO.

PROJECT NO.

SHEET

650 California Street

17th Floor

San Francisco, CA 94108

375 Beale Street, Suite 310

San Francisco, CA 94105

3930 Pacheco Blvd.

Martinez, CA 94553

123 Mission Street

7th Floor

San Francisco, CA 94105

2908 Marketplace Drive

Suite 100

Fitchburg, WI 94553

115KV GRIZZLY PEAK SUBSTATION

OF 1

CONCEPTUAL

DESIGN

02/18/2020

GENERAL NOTES

SHEET NOTES

1/4" = 1'-0"

FLAD

FLAD 02/18/20

A-120

FLOOR PLAN - LEVEL 1

FLAD

1/4" = 1'-0"1

FLOOR PLAN - LEVEL 1

dlee Line dlee Text Box dlee

UP

UP

A-300

1 32

B

A-300

A

C

A-300

A-300

A-300

14" THK. CONC. FOUNDATION WALL

27' - 0" 27' - 0"

4' WIDE C.I.P. CONC. STAIR WITH STL. PIPE HANDRAILS

CONC. FOUNDATION WALL

180 MIN. RATED

3' X 7' H.M. DOOR & FRAME

SLOPE CONC. TO DRAIN

A-200

MECHANICAL

BASEMENT

B-01

A-200

5' WIDE C.I.P. CONC. STAIR WITH STL. PIPE HANDRAILS

CONC. FOUNDATION WALL

60 MIN. RATED 4' X 10' H.M. DOOR & FRAME

SLOPE CONC.

TO DRAIN

NO THERMAL INSULATION AT INTERIOR

FACE OF FOUNDATION WALL

C O

N C

. T O

C O

N C

51' - 8" CONC. TO CONC.

SUB-GRADE

WATERPROOFING

SYSTEM OVER

CONC. FOUNDATION

WALL

3' X 7' H.M. DOOR & FRAME

BATTERY

ROOM

B-02

5/8" GYP. BD. BOTH SIDES OF 3-5/8"

STUDS TO STRUCTURE ABOVE

15' - 10" 7' - 0"

5'

1"

MASONRY WATERPROOFING PAINT

4" HIGH CONC. CURB AT DOOR SILL

4" HIGH CONC. CURB AT DOOR SILL

CONSULTING FIRM CONSULTING FIRM CONSULTING FIRM CONSULTING FIRM CONSULTING FIRM

PROFESSIONAL SEAL

(IF REVISION, APPLIES ONLY TO REVISED WORK)

ISSUE (PROGRESS, ESTIMATE, BID, CONSTRUCTION,

CONFORMED, REVISION, RECORD)

REVISION

NUMBER

DRAWN

BY

CHECKED

BY

APPR'D

BY

DATE REMARKS

UNIVERSITY OF CALIFORNIA

LAWRENCE BERKELEY NATIONAL LABORATORY

FACILITIES DIVISION

DRAWN BY

CHECKED BY

APPROVED BY

DATE

SCALE

DRAWING NO.

PROJECT NO.

SHEET

650 California Street

17th Floor

San Francisco, CA 94108

375 Beale Street, Suite 310

San Francisco, CA 94105

3930 Pacheco Blvd.

Martinez, CA 94553

123 Mission Street

7th Floor

San Francisco, CA 94105

2908 Marketplace Drive

Suite 100

Fitchburg, WI 94553

115KV GRIZZLY PEAK SUBSTATION

OF 1

CONCEPTUAL

DESIGN

02/18/2020

GENERAL NOTES

SHEET NOTES

1/4" = 1'-0"

FLAD

FLAD 02/18/20

A-121

FLOOR PLAN - BASEMENT

FLAD

1/4" = 1'-0"1

FLOOR PLAN - BASEMENT

dlee Line dlee Text Box dlee

A-200

A-300

1 32

B

A-300

A

C

A-300

A-300

A-300

ROOF SAFETY ANCHORS WITH

CONT. SAFETY CABLE, TYP.

S

LO

P E

D N

. 1 /2

" P E

R F

T.

A-200

A-200

STANDING SEAM MET. ROOF SYSTEM OVER SHEET AIR BARRIER OVER

EXT. SHEATHING OVER RIGID INSUL.ATION OVER CONCRETE ON

STRUCT. MET. DECK (SLOPED 1/2" PER FT.)

A-200

ROOF-TOP EXHAUST HOODS WITH

FANS TO BE ATTACHED TO ROOF

STRUCTURE BELOW ROOF DECK, TYP.

ROOF OPENINGS TO BE PROTECTED

WITH 60 MIN. RATED SYSTEM

CONSULTING FIRM CONSULTING FIRM CONSULTING FIRM CONSULTING FIRM CONSULTING FIRM

PROFESSIONAL SEAL

(IF REVISION, APPLIES ONLY TO REVISED WORK)

ISSUE (PROGRESS, ESTIMATE, BID, CONSTRUCTION,

CONFORMED, REVISION, RECORD)

REVISION

NUMBER

DRAWN

BY

CHECKED

BY

APPR'D

BY

DATE REMARKS

UNIVERSITY OF CALIFORNIA

LAWRENCE BERKELEY NATIONAL LABORATORY

FACILITIES DIVISION

DRAWN BY

CHECKED BY

APPROVED BY

DATE

SCALE

DRAWING NO.

PROJECT NO.

SHEET

650 California Street

17th Floor

San Francisco, CA 94108

375 Beale Street, Suite 310

San Francisco, CA 94105

3930 Pacheco Blvd.

Martinez, CA 94553

123 Mission Street

7th Floor

San Francisco, CA 94105

2908 Marketplace Drive

Suite 100

Fitchburg, WI 94553

115KV GRIZZLY PEAK SUBSTATION

OF 1

CONCEPTUAL

DESIGN

02/18/2020

GENERAL NOTES

SHEET NOTES

1/4" = 1'-0"

FLAD

FLAD 02/18/20

A-150

ROOF PLAN

FLAD

1/4" = 1'-0"1

ROOF PLAN

dlee Line dlee Text Box dlee

0' - 0"

LEVEL 1

BA C

16' - 6"

ROOF

H.M. DOOR & FRAME

CMU WITH MASONRY WATERPROOFING PAINT

FAN SYSTEM

OVERHEAD

COILING DOOR

CANOPY WITH

GUTTER & DOWN

SPOUT

ALL WALL OPENINGS TO BE

PROTECTED WITH 60 MIN.

RATED SYSTEM U.O.N.

0' - 0"

LEVEL 1

B AC

16' - 6"

ROOF

CMU WITH MASONRY WATERPROOFING PAINT

FAN SYSTEM

ROOF SAFETY ANCHORS WITH

CONT. SAFETY CABLE, TYP.

EXHAUST HOOD

ALL WALL OPENINGS TO BE

PROTECTED WITH 60 MIN.

RATED SYSTEM U.O.N.

0' - 0"

LEVEL 1

-14' - 0"

BASEMENT

13 2

16' - 6"

ROOF

DRAIN

C.I.P. CONC. STAIR WITH

STL. PIPE HANDRAILS

STL. PIPE

GUARDRAIL

SYSTEM

H.M. DOOR & FRAME

WITH LOUVER

CMU WITH MASONRY WATERPROOFING PAINT

H.M. DOOR & FRAME

CONC. WITH MASONRY

WATERPROOFING PAINT

CANOPY WITH

GUTTER & DOWN

SPOUT

BLOCKOUTS FOR FUTURE DUCT BANKS IN CONC.

WALL BEYOND; NUMBER, SIZE & LOCATION OF

BLOCKOUTS TO BE COORDINATED BY G.C. WITH

ELEC. & STRUCT. ENGINEERS & CONTRACTORS

0' - 0"

LEVEL 1

-14' - 0"

BASEMENT

1 32

16' - 6"

ROOF

CMU WITH MASONRY WATERPROOFING PAINT

MET. GUTTER & DOWN SPOUT SYSTEM

DRAIN

C.I.P. CONC. STAIR WITH

STL. PIPE HANDRAILS

STL. PIPE

GUARDRAIL

SYSTEM

CONC. WITH

MASONRY

WATERPROOFING

PAINT

H.M. DOOR & FRAME

WITH LOUVER

BLOCKOUTS FOR DUCT BANKS IN CONC. WALL

BEYOND; NUMBER, SIZE & LOCATION OF

BLOCKOUTS TO BE COORDINATED BY G.C. WITH

ELEC. & STRUCT. ENGINEERS & CONTRACTORS

CONSULTING FIRM CONSULTING FIRM CONSULTING FIRM CONSULTING FIRM CONSULTING FIRM

PROFESSIONAL SEAL

(IF REVISION, APPLIES ONLY TO REVISED WORK)

ISSUE (PROGRESS, ESTIMATE, BID, CONSTRUCTION,

CONFORMED, REVISION, RECORD)

REVISION

NUMBER

DRAWN

BY

CHECKED

BY

APPR'D

BY

DATE REMARKS

UNIVERSITY OF CALIFORNIA

LAWRENCE BERKELEY NATIONAL LABORATORY

FACILITIES DIVISION

DRAWN BY

CHECKED BY

APPROVED BY

DATE

SCALE

DRAWING NO.

PROJECT NO.

SHEET

650 California Street

17th Floor

San Francisco, CA 94108

375 Beale Street, Suite 310

San Francisco, CA 94105

3930 Pacheco Blvd.

Martinez, CA 94553

123 Mission Street

7th Floor

San Francisco, CA 94105

2908 Marketplace Drive

Suite 100

Fitchburg, WI 94553

115KV GRIZZLY PEAK SUBSTATION

OF 1

CONCEPTUAL

DESIGN

02/18/2020

GENERAL NOTES

SHEET NOTES

1/8" = 1'-0"

FLAD

FLAD 02/18/20

A-200

EXTERIOR ELEVATIONS

FLAD

1/8" = 1'-0"2

EXTERIOR WEST ELEVATION

1/8" = 1'-0"1

EXTERIOR EAST ELEVATION

1/8" = 1'-0"4

EXTERIOR NORTH ELEVATION / SECTION

1/8" = 1'-0"3

EXTERIOR SOUTH ELEVATION / SECTION

dlee Line dlee Text Box dlee

0' - 0"

LEVEL 1

-14' - 0"

BASEMENT

1 32

16' - 6"

ROOF

W18X35 BEAMS @+/- 6' O.C.

CMU WITH

MASONRY

WATER-

PROOFING

PAINT

10" COMPOSITE FLOOR (8" CONC. + 2"

STRUCT. MET. DECK) ON W21X62 BEAMS

SUB-GRADE

WATERPROOFING

SYSTEM OVER

CONC.

FOUNDATION

WALL

3' - 0" 6' - 0"

STANDING SEAM MET. ROOF SYSTEM

OVER SHEET AIR BARRIER SYSTEM

OVER EXT. SHEATHING OVER RIGID

INSUL. OVER CONC. ON STRUCT. MET.

DECK (SLOPED 1/2" PER FT.)

ROOF SAFETY ANCHORS

WITH CONT. SAFETY

CABLE, TYP.

CONC. SLAB ON GRADE

H.M. DOOR & FRAME AT WALL BEYOND

BLOCKOUTS FOR FUTURE

DUCT BANKS IN CONC. WALL

BEYOND; NUMBER, SIZE &

LOCATION OF BLOCKOUTS TO

BE COORDINATED BY G.C.

WITH ELEC. & STRUCT.

ENGINEERS & CONTRACTORS

0' - 0"

LEVEL 1

-14' - 0"

BASEMENT

1 32

16' - 6"

ROOF

STANDING SEAM MET. ROOF SYSTEM

OVER SHEET AIR BARRIER SYSTEM OVER

EXT. SHEATHING OVER RIGID INSUL.

OVER CONC. ON STRUCT. MET. DECK

(SLOPED 1/2" PER FT.)

CMU WITH

MASONRY WATER-

PROOFING PAINT

SUB-GRADE

WATERPROOFING

SYSTEM OVER

CONC.

FOUNDATION

WALL

W18X35 BEAMS @+/- 6' O.C.

10" COMPOSITE FLOOR (8" CONC. + 2"

STRUCT. MET. DECK) ON W21X62 BEAMS

O.H. COILING DR.

CONC. SLAB ON GRADE

H.M. DOOR & FRAME AT WALL BEYOND

ROOF-TOP EXHAUST HOOD WITH FAN

TO BE ATTACHED TO ROOF

STRUCTURE BELOW ROOF DECK, TYP.

0' - 0"

LEVEL 1

-14' - 0"

BASEMENT

B AC

16' - 6"

ROOF

STL. BEAMS FRAMED INTO CMU WALLS

MET. GUTTER & DOWN

SPOUT SYSTEM

CMU WITH

MASONRY

WATER-

PROOFING

PAINT

10" COMPOSITE FLOOR (8" CONC.

+ 2" STRUCT. MET. DECK)

STL. BEAMS

SUB-GRADE

WATERPROOFING

SYSTEM OVER

CONC.

FOUNDATION

WALL

CONC. SLAB

ON GRADE

CMU WITH MASONRY

WATER- PROOFING

PAINT

STANDING SEAM MET. ROOF SYSTEM

OVER SHEET AIR BARRIER SYSTEM OVER

EXT. SHEATHING OVER RIGID INSUL.

OVER CONC. ON STRUCT. MET. DECK

(SLOPED 1/2" PER FT.)

ROOF SAFETY ANCHORS WITH

CONT. SAFETY CABLE, TYP.

ROOF-TOP EXHAUST HOODS WITH

FANS TO BE ATTACHED TO ROOF

STRUCTURE BELOW ROOF DECK

0' - 0"

LEVEL 1

-14' - 0"

BASEMENT

1 32

16' - 6"

ROOF

CMU WITH

MASONRY WATER-

PROOFING PAINT

H.M. DOOR &

FRAME

SUB-GRADE

WATERPROOFING

SYSTEM OVER

CONC.

FOUNDATION

WALL

SEE DETAIL ABOVE FOR NOTES

GYP. BD. ON

MET. STUDS

H.M. DOOR &

FRAME

H.M. DOOR & FRAME AT WALL BEYOND

0' - 0"

LEVEL 1

-14' - 0"

BASEMENT

B AC

16' - 6"

ROOF

STL. BEAMS FRAMED

INTO CMU WALLS

MET. GUTTER & DOWN

SPOUT SYSTEM

CONC. FOUNDATION

WALL

CMU WITH

MASONRY WATER-

PROOFING PAINT

CMU WITH MASONRY

WATER- PROOFING

PAINT

SUB-GRADE

WATERPROOFING

SYSTEM OVER

CONC.

FOUNDATION

WALL

O F

B E

A M

2'

T

O B

T M

10" COMPOSITE FLOOR

(8" CONC. + 2" STRUCT.

MET. DECK)

0'

0"

1'

STL. BEAMS

STANDING SEAM MET. ROOF SYSTEM OVER

SHEET AIR BARRIER OVER EXT. SHEATHING

OVER RIGID INSUL.ATION OVER CONC. ON

STRUCT. MET. DECK (SLOPED 1/2" PER FT.)

ROOF SAFETY ANCHORS WITH

CONT. SAFETY CABLE, TYP.

CONC. SLAB

ON GRADE

O.H. COILING DR. AT

WALL BEYOND

4'

BLOCKOUTS FOR DUCT BANKS IN CONC. WALL BEYOND; NUMBER,

SIZE & LOCATION OF BLOCKOUTS TO BE COORDINATED BY G.C.

WITH ELEC. & STRUCT. ENGINEERS & CONTRACTORS

CONSULTING FIRM CONSULTING FIRM CONSULTING FIRM CONSULTING FIRM CONSULTING FIRM

PROFESSIONAL SEAL

(IF REVISION, APPLIES ONLY TO REVISED WORK)

ISSUE (PROGRESS, ESTIMATE, BID, CONSTRUCTION,

CONFORMED, REVISION, RECORD)

REVISION

NUMBER

DRAWN

BY

CHECKED

BY

APPR'D

BY

DATE REMARKS

UNIVERSITY OF CALIFORNIA

LAWRENCE BERKELEY NATIONAL LABORATORY

FACILITIES DIVISION

DRAWN BY

CHECKED BY

APPROVED BY

DATE

SCALE

DRAWING NO.

PROJECT NO.

SHEET

650 California Street

17th Floor

San Francisco, CA 94108

375 Beale Street, Suite 310

San Francisco, CA 94105

3930 Pacheco Blvd.

Martinez, CA 94553

123 Mission Street

7th Floor

San Francisco, CA 94105

2908 Marketplace Drive

Suite 100

Fitchburg, WI 94553

115KV GRIZZLY PEAK SUBSTATION

OF 1

CONCEPTUAL

DESIGN

02/18/2020

GENERAL NOTES

SHEET NOTES

1/8" = 1'-0"

FLAD

FLAD 02/18/20

A-300

BUILDING SECTIONS

FLAD

1/8" = 1'-0"4

BUILDING SECTION

1/8" = 1'-0"5

BUILDING SECTION

1/8" = 1'-0"2

BUILDING SECTION

1/8" = 1'-0"6

BUILDING SECTION

1/8" = 1'-0"1

BUILDING SECTION

dlee Line dlee Text Box dlee

DP

ATS

34.5kV BUS A

34.5kV BUS B

12.47kV BUS B

12.47kV BUS A

COMMS & HMI

NO. 3 TR

SECURITY

PANEL

SCADA RTU

NO. 4 TR

AC PNL #2

AC PNL #1

AC DIST

BOARD

ALARM

ENCLOSURE

1 32

B

A

C

DC PNL #1

DC PNL #2

115KV RELAY

PANEL

12.47kV BUS TIE BUSWAY34.5kV BUS TIE BUSWAY

3' - 0"

CONSULTING FIRM CONSULTING FIRM CONSULTING FIRM CONSULTING FIRM CONSULTING FIRM

PROFESSIONAL SEAL

(IF REVISION, APPLIES ONLY TO REVISED WORK)

ISSUE (PROGRESS, ESTIMATE, BID, CONSTRUCTION,

CONFORMED, REVISION, RECORD)

REVISION

NUMBER

DRAWN

BY

CHECKED

BY

APPR'D

BY

DATE REMARKS

UNIVERSITY OF CALIFORNIA

LAWERENCE BERKELEY NATIONAL LABORATORY

FACILITIES DIVISION

DRAWN BY

CHECKED BY

APPROVED BY

DATE

SCALE

DRAWING NO.

PROJECT NO.

SHEET

650 California Street

17th Floor

San Francisco, CA 94108

375 Beale Street, Suite 310

San Francisco, CA 94105

3930 Pacheco Blvd.

Martinez, CA 94553

123 Mission Street

7th Floor

San Francisco, CA 94105

2908 Marketplace Drive

Suite 100

Fitchburg, WI 94553

GPS

115KV GRIZZLY PEAK SUBSTATION

CONCEPTUAL

DESIGN

02/18/2020

GENERAL NOTES

SHEET NOTES

19037-00

1/4" = 1'-0"

AEI

AEI 02/18/20

E-400

ELECTRICAL FLOOR PLAN - LEVEL 1

AEI

SCALE: 1/4" = 1'-0"

ELECTRICAL FLOOR PLAN - LEVEL 1

2'

SCALE : 1/4" = 1'-0"

0 4' 8' dlee Line dlee Text Box dlee

11 32

B

A

C

BATTERY

CHARGER #1

BATTERY

RACK #1

BATTERY

RACK #2

BATTERY

CHARGER #2

12.47kV BUS B CABLE TRAY

TO SITE DISTRIBUTION

AT 7'-10" A.F.F.

34.5kV BUS B CABLE TRAY

TO SITE DISTRIBUTION

AT 8'-10" A.F.F.

12.47kV BUS B CABLE TRAY

TO SITE DISTRIBUTION

AT 8'-10" A.F.F.

12.47kV BUS B CABLE

TRAY TO BANK 4

AT 8'-10" A.F.F.

34.5kV BUS B CABLE

TRAY TO BANK 4

AT 8'-10" A.F.F.

TOP: 12.47kV BUS A

CABLE TRAY TO BANK 3

AT 4'-10" A.F.F.

BOTTOM: 34.5kV BUS A

CABLE TRAY TO BANK 3

AT 3'-10" A.F.F.

34.5kV BUS A CABLE

TRAY TO BANK 3

AT 7'-10" A.F.F.

12.47kV BUS A CABLE

TRAY TO BANK 3

AT 8'-10" A.F.F.

12.47kV BUS A CABLE TRAY

TO SITE DISTRIBUTION

AT 8'-10" A.F.F.

12.47kV BUS A CABLE TRAY

TO SITE DISTRIBUTION

AT 6'-10" A.F.F.

34.5kV BUS A CABLE TRAY

TO SITE DISTRIBUTION

AT 8'-10" A.F.F.

CONSULTING FIRM CONSULTING FIRM CONSULTING FIRM CONSULTING FIRM CONSULTING FIRM

PROFESSIONAL SEAL

(IF REVISION, APPLIES ONLY TO REVISED WORK)

ISSUE (PROGRESS, ESTIMATE, BID, CONSTRUCTION,

CONFORMED, REVISION, RECORD)

REVISION

NUMBER

DRAWN

BY

CHECKED

BY

APPR'D

BY

DATE REMARKS

UNIVERSITY OF CALIFORNIA

LAWERENCE BERKELEY NATIONAL LABORATORY

FACILITIES DIVISION

DRAWN BY

CHECKED BY

APPROVED BY

DATE

SCALE

DRAWING NO.

PROJECT NO.

SHEET

650 California Street

17th Floor

San Francisco, CA 94108

375 Beale Street, Suite 310

San Francisco, CA 94105

3930 Pacheco Blvd.

Martinez, CA 94553

123 Mission Street

7th Floor

San Francisco, CA 94105

2908 Marketplace Drive

Suite 100

Fitchburg, WI 94553

GPS

115KV GRIZZLY PEAK SUBSTATION

CONCEPTUAL

DESIGN

02/18/2020

GENERAL NOTES

SHEET NOTES

19037-00

1/4" = 1'-0"

AEI

AEI 02/18/20

E-401

ELECTRICAL FLOOR PLAN - BASEMENT

AEI

SCALE: 1/4" = 1'-0"

ELECTRICAL FLOOR PLAN - BASEMENT

2'

SCALE : 1/4" = 1'-0"

0 4' 8' dlee Line dlee Text Box dlee

File details come from the government source that posted it. Updated .