648-20-116 Drawings - Copy_Part1.pdf

GREEN

HOUSE

GARDEN

SHED

O V

E R

H E

A D

R O

W

GAZEBO

LOT #19

LOT #10

L O

T

LOT #11

LOT #18

LOT #13

LOT #15

LOT #9

LOT #8

LOT #6

LOT #3

LOT #17

LOT #1

LO

T

#1

LO

T #

LOT #2

LOT #12

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LOT #21

LOT #4

A R

M Y

A V

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A R

M Y

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A R M

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A

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A Y

A

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F O

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A Y

A

IR

FO

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A Y

MARINE CORPS DRIVE

NATIONAL GUARD STREET

NAVY LANE

MARINE CORPS DRIVE

P O

W M

COAST GUARD STREET

POW / MIA ROAD

P O

W M

IA

R

O A

D

P O

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IA

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POW / MIA ROAD

E FOURTH PLAIN BLVD

F O

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A N

C O

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W A

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C O M

PA

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C O M

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C T

C O M

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C O M

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C O M

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COMPACT

COM PA CTCOM PA CTCOM PA CTCOM PA CTCOM PA CTCOM PA CTCOM PA CTCOM PA CTCOM PA CT

COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT

SRO

FREEDOMS PATH (26)

L

GENERAL NOTES

1. COORDINATE WORK WITH ALL CONTRACT DOCUMENTS, INCLUDING BUT NOT LIMITED TO DRAWINGS &

SPECIFICATIONS. MEANS AND METHODS OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE

CONTRACTOR.

2. SPECIFICATIONS SHALL SUPERSEDE DRAWINGS IN THE CASE OF ANY CONFLICTING INFORMATION.

BRING CONFLICTS TO THE AWARENESS OF THE V.A. C.O.R. PRIOR TO PROCEEDING. ENSURE WRITTEN CLARIFICATION AND APPROVAL FROM THE OWNER THROUGH THE CONSTRUCTION ADMINISTRATION PROCESS DEFINED IN THE SPECIFICATION, WHEN RESOLVING ANY CONFLICTS IN INTERPRETATION

OF THE DOCUMENTS.

3. THE CONTRACTOR AND ANY SUB CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS AND PROJECT REQUIREMENTS PRIOR TO SUBMITTING A BID AND BEGINNING WORK. NO ALLOWANCES WILL BE MADE ON BEHALF OF THE CONTRACTOR OR SUB-CONTRACTORS FOR FAILURE

TO VISIT THE SITE.

4. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS BEFORE BEGINNING WORK. ANY CONFLICTS BETWEEN EXISTING CONDITIONS AND THE CONTRACT DOCUMENTS SHALL BE BROUGHT

IMMEDIATELY TO THE ATTENTION OF THE C.O.R. THROUGH THE BIDDING ADDENDA OR

CONSTRUCTION ADMINISTRATION PROCESSES DEFINED IN THE CONTRACT AND PROCEDURES FOR

BIDDING.

5. ALL WORK SHALL BE PERFORMED WITH A HIGH-LEVEL OF WORKMANSHIP AND CONFORM TO THE SPECIFICATIONS, DRAWINGS AND ALL OTHER ARTICLES BOUND BY THE CONTRACT; INCLUDING BUT

NOT LIMITED TO THE FOLLOWING: REFERENCED INDUSTRY STANDARDS, REFERENCED CODE

STANDARDS, V.A. STANDARDS.

6. PRIOR TO PURCHASING ANY MATERIALS, EQUIPMENT, PRODUCTS OR LABOR, THE CONTRACTOR

SHALL VERIFY ALL PRODUCT TYPES, MEANS AND METHODS AND MATERIAL QUANTITIES DURING

BIDDING & PRE-CONSTRUCTION SITE WALKS.

7. THE CONTRACTOR SHALL VERIFY AND COORDINATE WITH ALL INSTALLERS AND SUBCONTRACTORS, TO ENSURE COORDINATION AND COMPLIANCE WITH THE CONTRACT DOCUMENTS.

BLDG. 02

BLDG. 03

BLDG.

BLDG.

BLDG. 05

BLDG.

BLDG. 04

BLDG.

BLDG. 16

BLDG. 12

BLDG. 18

BLDG. 25

BLDG. 24

BLDG.

T1819

BLDG. 14

BLDG.

BLDG. 27

BLDG. 11

BLDG. 15

BLDG.

BLDG. 01

BLDG. 23

SIGNATURE LINE

SERVICE CHIEF

SIGNATURE LINE

INFECTION PREVENTION

SIGNATURE LINE

SAFETY

SIGNATURE LINE

CHIEF FACILITIES MANAGEMENT

PROJECT INFORMATION

STATE:

COUNTY:

JURISTICTION:

OWNER:

PROJECT LOCATION & OWNER

PROJECT DESCRIPTION

THE V.A. HAS IDENTIFIED VARIOUS ELECTRICAL

DEFICIENCIES.

THROUGHOUT THE CAMPUS, THESE DEFICIENCIES HAVE

BEEN IDENTIFIED IN THIS PROJECT'S CONSTRUCTION

DOCUMENTS AND ARE TO BE CORRECTED ACCORDING TO

THE DOCUMENTS.

THE FOLLOWING TASKS BRIEFLY SUMMARIZE THE GENERAL

SCOPE REQUIRED IN THIS PROJECT:

1. ALL BUILDINGS WITHIN SCOPE: REPLACE, MODIFY OR

UPGRADE EXISTING ELECTRICAL POWER

DISTRIBUTION EQUIPMENT OR ASSOCIATE

EQUIPMENT.

2. THESE TASKS INCLUDE, BUT ARE NOT LIMITED TO THE

FOLLOWING:

A. ELECTRICAL EQUIPMENT REPLACEMENT /

B. REPLACING / ADJUSTING OVERCURRENT

C. PROVIDE BUILDING LIGHTNING PROTECTION.

3. REPLACE BUILDING 11 SWITCHGEAR "MSB".

4. REPLACE BUILDING 1 SWITCHGEAR "MSB".

5. REPLACE EXISTING BUILDING 11 / CLC GENERATOR.

6. FACILITY WIDE GROUND RESISTANCE TESTING PER

VHA DIRECTIVE 1028-8.J(6)(e).

7. ARC-FLASH HAZARD RISK ASSESSMENT: ONCE ALL

ABOVE WORK HAS BEEN COMPLETED, A FACILITY

WIDE ARC-FLASH HAZARD RISK ASSESSMENT WITH

REPORT AND LABELING SHALL BE PERFORMED IN

ACCORDANCE WITH SPECIFICATION 26 05 73.

APPLICABLE BUILDINGS

BUILDING 1, 2, 3, 4, 5, 6, 7, 11, 12, 13, 14, 15, 16, 18,

19, 20, 21, 22, 23, 24, 25, 27, T1819, TR3

ICRA REQUIREMENTS

WASHINGTON

CLARK

VA PORTLAND HEALTH CARE SYSTEM

THE U.S. DEPT OF VETERANS AFFAIRS

(V.A.)

SEE TYP. DETAILS FOR TEMP. BARRIER &

REFER TO ANY SPECIFIC PHASING DETAILS.

FOR ICRA DESIGNATIONS AT SPECIFIC

WORK AREAS SEE DOCUMENTS.

APPROXIMATE SQUARE FOOTAGE

VARIES- SEE DOCUMENTS

PROJECT WORK HOURS

ALL WORK SHALL BE COORDINATED AND

APPROVED WITH THE V.A. ALL WORK SHALL

BE CONDUCTED AFTER-HOURS, UNLESS

DIRECTED OTHERWISE BY V.A.

IN GENERAL, AFTER HOURS SPAN FROM

1600 TO 0700 MON THRU FRIDAY. WEEKEND

WORK IS ACCEPTABLE WITH PRIOR

COORDINATION WITH C.O.R.

APPLICABLE FLOOR(S)

VARIES- SEE DOCUMENTS

APPLICABLE CLINIC(S)

VARIES- SEE DOCUMENTS

ARCHITECTURAL SITE PLAN KEY

EXIST. BUILDINGS & FACILITIES TO REMAIN

(NOT INCLUDED WITHIN THE SCOPE OF

THIS PROJECT.)

EXIST. BUILDINGS WITHIN THE SCOPE OF

THIS PROJECT

ARCHITECTURAL

SPEES DESIGN BUILD

PHONE: (206) 590-2118

DESIGN TEAM

STRUCTURAL ELECTRICAL

SPEES DESIGN BUILD

PLUMBING

SPEES DESIGN BUILD

MECHANICAL

SPEES DESIGN BUILD

PHONE: (206) 590-2118

PHONE: (206) 590-2118

PHONE: (206) 590-2118

CIVIL

WSP USA SOLUTIONS INC

1201 PACIFIC AVENUE, SUITE 550

TACOMA,, WA 98402

PHONE: (206) 431-2300

23830 PACIFIC HIGHWAY S. SUITE 203

KENT, WA 98032

23830 PACIFIC HIGHWAY S. SUITE 203

KENT, WA 98032

23830 PACIFIC HIGHWAY S. SUITE 203

KENT, WA 98032

23830 PACIFIC HIGHWAY S. SUITE 203

KENT, WA 98032

WSP USA SOLUTIONS INC

1201 PACIFIC AVENUE, SUITE 550

TACOMA,, WA 98402

PHONE: (206) 431-2300

/2

/8

/1

/4

/2

/2 m m

M

M

M

M

M

M

M m m

M m m

M

.5 M

M

.5

M

.2

M m m

M m m

M

.2

M

.5

M

.2 M

.1

M m m

M

M

.5

M m m

M

/8

.5

M

.2

M m m

M

/2

''0

/2 m m

M

.0

M

.1

M

/4

/2

M

M

.5 m m

M

/3

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of

Construction and Facilities

Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ ENGINEER OF RECORD

A/E:

STAMPCONSULTANT/ DISCIPLINE

321 4 5 6 7 8 9 10

DISCIPLINE:

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S. SUITE 203

KENT, WA 98032

30/10/2025 7:17:38 am

Autodesk Docs://648-20-116 VA WA Vancouver Electrical FCA/VAVW_SITE_CI_SDB.rvt

G001

COVER SHEET

TFH TH/ OB

100% CONSTRUCTION

DOCUMENTS

10/30/2025

648-20-116CORRECT ELECTRICAL FCA

DEFICIENCIES BLDGS - VA

VANCOUVER, WA

VHAPORHCS, VANCOUVER CAMPUS

1601 E 4TH PLAIN BLVD, VANCOUVER, WA 98661

CORRECT ELECTRICAL FCA

DEFICIENCIES BLDGS - SITE (VANCOUVER)

TRUE

NORTH

PROJECT

NORTH

1601 E 4TH PLAIN BLVD, VANCOUVER, WA 98661

1" = 100'-0"

ARCHITECTURAL CAMPUS PLAN

VHA PORTLAND HEALTHCARE SYSTEM (VHAPORHCS) - VANCOUVER CAMPUS, WA

PROJECT #: 648-20-116

NTS

VICINITY MAP

Revisions: Date:

LOT #14

LOT #14

M

IA

R

O A

D

MARINE CORPS DRIVE

BLDG. 17

UPGRADE.

PROTECTIVE DEVICES.

/2

/8

/1

/4

/2

/2 m m

M

M

M

M

M

M

M m m

M m m

M

.5 M

M

.5

M

.2

M m m

M m m

M

.2

M

.5

M

.2 M

.1

M m m

M

M

.5

M m m

M

/8

.5

M

.2

M m m

M

/2

''0

/2 m m

M

.0

M

.1

M

/4

/2

M

M

.5 m m

M

/3

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of

Construction and Facilities

Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ ENGINEER OF RECORD

A/E:

STAMPCONSULTANT/ DISCIPLINE

321 4 5 6 7 8 9 10

DISCIPLINE:

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S. SUITE 203

KENT, WA 98032

2/28/2025 5:05:47 PM

Autodesk Docs://648-20-116 VA WA Vancouver Electrical FCA/VAVW_SITE_CI_SDB.rvt

G002

INDEX

TH/ DD TH/ OB

100% CONSTRUCTION

DOCUMENTS

648-20-116CORRECT ELECTRICAL FCA

DEFICIENCIES BLDGS - VA

VANCOUVER, WA

VA WA VANCOUVER

1601 E 4TH PLAIN BLVD, VANCOUVER, WA 98661

Revisions: Date:

/2

/8

/1

/4

/2

/2 m m

M

M

M

M

M

M

M m m

M m m

M

.5 M

M

.5

M

.2

M m m

M m m

M

.2

M

.5

M

.2 M

.1

M m m

M

M

.5

M m m

M

/8

.5

M

.2

M m m

M

/2

''0

/2 m m

M

.0

M

.1

M

/4

/2

M

M

.5 m m

M

/3

A

B

C

D

E

F

Project Title

Location

CORRECT ELECTRICAL FCA

DEFICIENCIES BLDGS - VA

VANCOUVER, WA

VA WA VANCOUVER

1601 E 4TH PLAIN BLVD, VANCOUVER, WA 98661

Issue Date

SHEET # SHEET NAME

1 OF 238 G001 COVER SHEET

2 OF 238 G002 INDEX

3 OF 238 C-001 CIVIL SHEET INDEX AND GENERAL NOTES

4 OF 238 C-002 GENERAL NOTES AND LEGEND

5 OF 238 CS100 OVERALL CIVIL SITE PLAN

6 OF 238 A-001 ARCHITECTURAL SYMBOLS & ABBREVIATIONS

7 OF 238 A-002 APPLICABLE CODES/STANDARDS, ARCHITECTURAL GENERAL NOTES

8 OF 238 AS101 ICRA TYPICAL DETAILS

9 OF 238 AS102 ICRA STANDARDS

10 OF 238 AS103 PCRA STANDARDS

11 OF 238 AS200 ARCHITECTURAL SITE PLAN

12 OF 238 001A-100 BLDG 01 LVL 01 -OVERALL PLAN

13 OF 238 001A-401 BLDG 01 -LVL 01 -ENLARGED MECH YARD DEMO PLAN

14 OF 238 001A-402 BLDG 01 -LVL 01 -ENLARGED MECH YARD PROPOSED PLAN

15 OF 238 006A-101 BLDG 006 LVL 01 -OVERALL PLAN

16 OF 238 006A-401 BLDG 06 LVL 01 -ENLARGED PLANS AND ELEVATIONS

17 OF 238 011A-101 BLDG 011 LVL 01 -OVERALL FLOOR PLAN

18 OF 238 011A-102 BLDG 011 LVL 02 -OVERALL FLOOR PLAN

19 OF 238 011A-103 BLDG 011 LVL 03 -OVERALL FLOOR PLAN

20 OF 238 011A-401 BLDG 011 LVL 01 -ENLARGED ELEC ROOM DETAILS

21 OF 238 A-601 TYPICAL DETAILS

22 OF 238 S-001 STRUCTURAL GENERAL NOTES

23 OF 238 S-002 STRUCTURAL GENERAL NOTES

24 OF 238 S-101 OVERALL FOUNDATION PLAN

25 OF 238 S-102 DETAIL PLANS

26 OF 238 S-103 BRACE MODIFICATION - EXISTING SHED

27 OF 238 S-501 TYPICAL CONCRETE DETAILS

28 OF 238 S-531 TYPICAL CMU WALL DETAILS

29 OF 238 M-001 MECHANICAL GENERAL NOTES

30 OF 238 M-002 MECHANICAL ABBREVIATIONS & LEGENDS

31 OF 238 001M-101 BLDG -001 -LVL -01 -OVERALL PLAN

32 OF 238 001M-401 BLDG -001 -LVL -01 -ENLARGED MECH DEMOLITION PLAN

33 OF 238 001M-402 BLDG -001 -LVL -01 -ENLARGED MECH PLAN

34 OF 238 011M-101 BLDG -011 -LVL -01 -OVERALL PLAN

35 OF 238 011M-401 BLDG -011 -LVL -01 -MECH -DEMOLITION, FLOOR PLANS & RCPS

36 OF 238 M-501 MECHANICAL DETAILS I

37 OF 238 M-601 MECHANICAL SCHEDULES I

38 OF 238 M-701 MECHANICAL CONTROLS I

39 OF 238 M-702 MECHANICAL CONTROLS II

40 OF 238 EG001 SYMBOLS, ABBREVIATIONS AND GENERAL NOTES

41 OF 238 EG002 ELECTRICAL LEGENDS

42 OF 238 ES001 OVERALL ELECTRICAL SITE PLAN

43 OF 238 001EP100 BLDG 001 - LEVEL 00 - ELECTRICAL PLAN

44 OF 238 001EP101a BLDG 001 - LEVEL 01 - AREA A - ELECTRICAL PLAN

45 OF 238 001EP101b BLDG 001 - LEVEL 01 - AREA B - ELECTRICAL PLAN

46 OF 238 001EP101c BLDG 001 - LEVEL 01 - AREA C - ELECTRICAL PLAN

47 OF 238 001EP102 BLDG 001 - ROOF - LIGHTNING PROTECTION PLAN

48 OF 238 002EP101 BLDG 002 - LEVEL 01 - ELECTRICAL PLAN

49 OF 238 002EP102 BLDG 002 - ROOF - LIGHTNING PROTECTION PLAN

50 OF 238 003EP101 BLDG 003 - LEVEL 01 - ELECTRICAL PLAN

51 OF 238 003EP102 BLDG 003 - LEVEL 02 - ELECTRICAL PLAN

52 OF 238 004EP101 BLDG 004 - LEVEL 01 - ELECTRICAL PLAN

53 OF 238 004EP102 BLDG 004 - MEZZANINE - ELECTRICAL PLAN

MECHANICAL

ELECTRICAL

PAGE #

DRAWING INDEX

GENERAL

CIVIL

ARCHITECTURE

STRUCTURAL

54 OF 238 005EP101 BLDG 005 - LEVEL 01 - ELECTRICAL PLAN

55 OF 238 006EP101 BLDG 006 - LEVEL 01 - ELECTRICAL PLAN

56 OF 238 007EP101 BLDG 007 - LEVEL 01 - ELECTRICAL PLAN

57 OF 238 011EP101a BLDG 011 - LEVEL 01 - AREA A - ELECTRICAL PLAN

58 OF 238 011EP101b BLDG 011 - LEVEL 01 - AREA B - ELECTRICAL PLAN

59 OF 238 011EP101c BLDG 011 - LEVEL 01 - AREA C - ELECTRICAL PLAN

60 OF 238 011EP101d BLDG 011 - LEVEL 01 - AREA D - ELECTRICAL PLAN

61 OF 238 011EP102 BLDG 011 - LEVEL 02 - ELECTRICAL PLAN

62 OF 238 011EP103 BLDG 011 - LEVEL 03 - ELECTRICAL PLAN

63 OF 238 011EP104 BLDG 011 - LEVEL 04 - ELECTRICAL PLAN

64 OF 238 011EP105 BLDG 011 - ROOF - LIGHTNING PROTECTION PLAN

65 OF 238 012EP101 BLDG 012 - LEVEL 01 - ELECTRICAL PLAN

66 OF 238 012EP102 BLDG 012 - ROOF - LIGHTNING PROTECTION PLAN

67 OF 238 013EP101 BLDG 013 - LEVEL 01 - ELECTRICAL PLAN

68 OF 238 013EP102 BLDG 013 - ROOF - LIGHTNING PROTECTION PLAN

69 OF 238 014EP101 BLDG 014 - LEVEL 01 - ELECTRICAL PLAN

70 OF 238 014EP102 BLDG 014 - LEVEL 02 - ELECTRICAL PLAN

71 OF 238 015EP101 BLDG 015 - LEVEL 01 - ELECTRICAL PLAN

72 OF 238 015EP102 BLDG 015 - LEVEL 02 - ELECTRICAL PLAN

73 OF 238 015EP103 BLDG 015 - ROOF - LIGHTNING PROTECTION PLAN

74 OF 238 016EP101 BLDG 016 - LEVEL 01 - ELECTRICAL PLAN

75 OF 238 018EP101 BLDG 018 - LEVEL 01 - ELECTRICAL PLAN

76 OF 238 018EP102 BLDG 018 - ROOF - LIGHTNING PROTECTION PLAN

77 OF 238 019EP101 BLDG 019 - LEVEL 01 - ELECTRICAL PLAN

78 OF 238 020EP101 BLDG 020 - LEVEL 01 - ELECTRICAL PLAN

79 OF 238 020EP102 BLDG 020 - LEVEL 02 - ELECTRICAL PLAN

80 OF 238 021EP101 BLDG 021 - LEVEL 01 - ELECTRICAL PLAN

81 OF 238 022EP101 BLDG 022 - LEVEL 01 - ELECTRICAL PLAN

82 OF 238 023EP101 BLDG 023 - LEVEL 01 - ELECTRICAL PLAN

83 OF 238 024EP101 BLDG 024 - LEVEL 01 - ELECTRICAL PLAN

84 OF 238 025EP101 BLDG 025 - LEVEL 01 - ELECTRICAL PLAN

85 OF 238 025EP102 BLDG 025 - LEVEL 02 - ELECTRICAL PLAN

86 OF 238 025EP103 BLDG 25 - ROOF - LIGHTNING PROTECTION PLAN

87 OF 238 027EP102 BLDG 027 - ROOF - ELECTRICAL PLAN

88 OF 238 T1819EP101 BLDG T1819 - LEVEL 01 - ELECTRICAL PLAN

89 OF 238 TR3EP101 BLDG TR3 - LEVEL 01 - ELECTRICAL PLAN

90 OF 238 EP401 LOT 19 - ENLARGED ELECTRICAL PLANS

91 OF 238 001EP401a BLDG 001 - LEVEL 01 - ENLARGED ELECTRICAL PLANS

92 OF 238 001EP401b BLDG 001 - LEVEL 01 - ENLARGED ELECTRICAL PLANS

93 OF 238 001EP401c BLDG 001 - LEVEL 01 - ENLARGED ELECTRICAL PLANS

94 OF 238 001EP402 BLDG 001 - LEVEL 02 - ENLARGED ELECTRICAL PLANS

95 OF 238 002EP401 BLDG 002 - LEVEL 01 - ENLARGED ELECTRICAL PLANS

96 OF 238 002EP402 BLDG 002 - ROOF - ENLARGED ELECTRICAL PLANS

97 OF 238 003EP401 BLDG 003 - LEVEL 01 - ENLARGED ELECTRICAL PLANS

98 OF 238 004EP401 BLDG 004 - LEVEL 01 - ENLARGED ELECTRICAL PLANS

99 OF 238 011EP401a BLDG 011 - LEVEL 01 - ENLARGED ELECTRICAL PLANS

100 OF 238 011EP401b BLDG 011 - LEVEL 01 - ENLARGED ELECTRICAL PLANS

101 OF 238 011EP402a BLDG 011 - LEVEL 02 - ENLARGED ELECTRICAL PLANS

102 OF 238 011EP402b BLDG 011 - LEVEL 02 - ENLARGED ELECTRICAL PLANS

103 OF 238 011EP402c BLDG 011 - LEVEL 02 - ENLARGED ELECTRICAL PLANS

104 OF 238 011EP403 BLDG 011 - LEVEL 03 - ENLARGED ELECTRICAL PLANS

105 OF 238 012EP401 BLDG 012 - LEVEL 01 - ENLARGED ELECTRICAL PLANS

106 OF 238 015EP401 BLDG 015 - LEVEL 01 - ENLARGED ELECTRICAL PLANS

107 OF 238 018EP401 BLDG 018 - LEVEL 01 - ENLARGED ELECTRICAL PLANS

108 OF 238 EP501 ELECTRICAL DETAILS

109 OF 238 EP502 ELECTRICAL DETAILS

110 OF 238 EP503 ELECTRICAL DETAILS

111 OF 238 EP504 ELECTRICAL DETAILS

112 OF 238 EP505 ELECTRICAL DETAILS

113 OF 238 EP506 ELECTRICAL DETAILS

114 OF 238 EP507 ELECTRICAL DETAILS

115 OF 238 EP508 ELECTRICAL DETAILS

116 OF 238 ED601 MEDIUM VOLTAGE ONE-LINE DIAGRAM - PART 1 OF 3 - EXISTING

117 OF 238 ED602 MEDIUM VOLTAGE ONE-LINE DIAGRAM - PART 2 OF 3 - EXISTING

118 OF 238 ED603 MEDIUM VOLTAGE ONE-LINE DIAGRAM - PART 3 OF 3 - EXISTING

119 OF 238 001ED601 BLDG 001 - ONE-LINE DIAGRAM - PART 1 OF 3 -EXISTING

120 OF 238 001ED602 BLDG 001 - ONE-LINE DIAGRAM - PART 2 OF 3 -EXISTING

121 OF 238 001ED603 BLDG 001 - ONE-LINE DIAGRAM - PART 3 OF 3 -EXISTING

122 OF 238 002ED601 BLDG 002 - ONE-LINE DIAGRAM - PART 1 OF 2 -EXISTING

123 OF 238 002ED602 BLDG 002 - ONE-LINE DIAGRAM - PART 2 OF 2 -EXISTING

124 OF 238 003ED601 BLDG 003 - ONE-LINE DIAGRAM - PART 1 OF 2 -EXISTING

125 OF 238 003ED602 BLDG 003 - ONE-LINE DIAGRAM - PART 2 OF 2 -EXISTING

126 OF 238 004ED601 BLDG 004 - ONE-LINE DIAGRAM - EXISTING

127 OF 238 005ED601 BLDG 005 - ONE-LINE DIAGRAM - EXISTING

128 OF 238 006ED601 BLDG 006 - ONE-LINE DIAGRAM - EXISTING

129 OF 238 007ED601 BLDG 007 - ONE-LINE DIAGRAM - EXISTING

130 OF 238 011ED601 BLDG 011 - ONE-LINE DIAGRAM - PART 1 OF 4 -EXISTING

131 OF 238 011ED602 BLDG 011 - ONE-LINE DIAGRAM - PART 2 OF 4 -EXISTING

132 OF 238 011ED603 BLDG 011 - ONE-LINE DIAGRAM - PART 3 OF 4 -EXISTING

133 OF 238 011ED604 BLDG 011 - ONE-LINE DIAGRAM - PART 4 OF 4 -EXISTING

134 OF 238 012ED601 BLDG 012 - ONE-LINE DIAGRAM - EXISTING

135 OF 238 013ED601 BLDG 013 - ONE-LINE DIAGRAM - EXISTING

136 OF 238 014ED601 BLDG 014 - ONE-LINE DIAGRAM - EXISTING

137 OF 238 015ED601 BLDG 015 - ONE-LINE DIAGRAM - PART 1 OF 2 -EXISTING

138 OF 238 015ED602 BLDG 015 - ONE-LINE DIAGRAM - PART 2 OF 2 -EXISTING

139 OF 238 016ED601 BLDG 016 - ONE-LINE DIAGRAM - EXISTING

140 OF 238 018ED601 BLDG 018 - ONE-LINE DIAGRAM - EXISTING

141 OF 238 019ED601 BLDG 019 - ONE-LINE DIAGRAM - EXISTING

142 OF 238 020ED601 BLDG 020 - ONE-LINE DIAGRAM - EXISTING

143 OF 238 021ED601 BLDG 021 - ONE-LINE DIAGRAM - EXISTING

144 OF 238 022ED601 BLDG 022 - ONE-LINE DIAGRAM - EXISTING

145 OF 238 023ED601 BLDG 023 - ONE-LINE DIAGRAM - EXISTING

146 OF 238 025ED601 BLDG 025 - ONE-LINE DIAGRAM - EXISTING

147 OF 238 T1819ED601 BLDG T1819 - ONE-LINE DIAGRAM - EXISTING

148 OF 238 TR3ED601 BLDG TR3 - ONE-LINE DIAGRAM - EXISTING

149 OF 238 EP601 MEDIUM VOLTAGE ONE-LINE DIAGRAM - PART 1 OF 3 - REVISED

150 OF 238 EP602 MEDIUM VOLTAGE ONE-LINE DIAGRAM - PART 2 OF 3 - REVISED

151 OF 238 EP603 MEDIUM VOLTAGE ONE-LINE DIAGRAM - PART 3 OF 3 - REVISED

152 OF 238 001EP601 BLDG 001 - ONE-LINE DIAGRAM - PART 1 OF 3 -REVISED

153 OF 238 001EP602 BLDG 001 - ONE-LINE DIAGRAM - PART 2 OF 3 -REVISED

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10/30/2025

Location

VHAPORHCS, VANCOUVER CAMPUS

1601 E 4TH PLAIN BLVD, VANCOUVER, WA 98661

ABBREVIATIONS

AAF AIR ASSISTED FIBER

ABAN ABANDONED

APROX APPROXIMATELY

APWA AMERICAN PUBLIC WORKS

ASSOCIATION

ASPH ASPHALT CONCRETE

AVE AVENUE

AWWA AMERICAN WATER WORKS

ASSOCIATION

BLDG BUILDING

BMP BEST MANAGEMENT

PRACTICES

BOT BOTTOM

BVC BEGIN VERTICAL CURVE

CL or ℄ CENTERLINE

CDF CONTROLLED DENSITY FILL

CFS CUBIC FEET PER SECOND

CLR CLEAR

CM CENTIMETER

CMP CORRUGATED METAL PIPE

COMM COMMUNICATION(S)

CONC PORTLAND CONCRETE

COR CONTRACTING OFFICER'S

REPRESENTATIVE

CPEP CORRUGATED

POLYETHELENE PIPE (N-12)

CSBC CRUSHED SURFACING BASE

COURSE

CSTC CRUSHED SURFACING TOP

COURSE

CTR CENTER

CY CUBIC YARDS

DDCV DOUBLE DETECTOR CHECK

VALVE

DI DUCTILE IRON

DIA or Ø DIAMETER

DWG DRAWING

E EAST

EA EACH

EG EXISTING GROUND

ELEC ELECTRICAL

ELEV ELEVATION

EP EDGE OF PAVEMENT

ESMT EASEMENT

EVC END VERTICAL CURVE

EXIST EXISTING

FG FINISH GRADE

FL FLANGE

FM FORCE MAIN

FT FEET

HDPE HIGH DENSITY

POLYETHYLENE PIPE

HP HIGH POINT

HMA HOT MIX ASPHALT

HORIZ HORIZONTAL

HWY HIGHWAY

ID INSIDE DIAMETER

IE INVERT ELEVATION

IN INCH(ES)

ISP INTERNET SERVICE

PROVIDER

LBS POUNDS

LF LINEAR FEET

LT LEFT

LP LOW POINT

MAX MAXIMUM

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MJ MECHANICAL JOINT

N NORTH

NAD NORTH AMERICAN DATUM

NAVD NORTH AMERICAN

VERTICAL DATUM

NE NORTHEAST

NOM NOMINAL

NTS NOT TO SCALE

NW NORTHWEST

OC ON CENTER

OD OUTSIDE DIAMETER

OSP OUTSIDE PLANT

OS1 OPTICAL SINGLEMODE

FIBER (LEGACY STANDARD)

OS2 OPTICAL SINGLEMODE

FIBER (LATEST STANDARD)

OVHD OVERHEAD

PC POINT OF CURVATURE

PE PROJECT ENGINEER

PI POINT OF HORIZONTAL

INTERSECTION

PHH PHYSICAL HAND HOLE

POC POINT ON CURVE

POB POINT OF BEGINNING

POP POINT OF PRESENCE

PPM PARTS PER MILLION

PROP PROPOSED

PT POINT OR POINT OF

TANGENCY

PVC POLYVINYL CHLORIDE PIPE

PVI POINT OF VERTICAL

INTERSECTION

R RADIUS

RJ RESTRAINED JOINT

RT RIGHT

S SOUTH

SD STORM DRAIN

SDCB STORM DRAIN CATCH BASIN

SDCO STORM DRAIN CLEANOUT

SDMH STORM DRAIN MANHOLE

SE SOUTHEAST

SEC SECTION

SF SQUARE FOOT

SMFO SINGLE MODE FIBER

OPTICS

SPEC SPECIFICATION

SS SANITARY SEWER

SSFM SANITARY SEWER FORCE

MAIN

SSMH SANITARY SEWER MANHOLE

ST STREET

STA STATION

STD STANDARD

SW SOUTHWEST

SWPPP STORMWATER POLLUTION

PREVENTION PLAN

TAN TANGENT POINT

TDR TELECOMMUNICATIONS

DISTRIBUTION ROOM

TDU TUBE CABLE DISTRIBUTION

UNIT

TESC TEMPORARY EROSION &

SEDIMENT CONTROL

TOC TOP OF CURB

TR TELECOMMUNICATIONS

ROOM

TYP TYPICAL

UFC UNIFIED FACILITIES

CRITERIA

UG UNDERGROUND

VC VERTICAL CURVE

VERT VERTICAL

W WEST or WATER

WM WATER METER

WSEL WATER SURFACE

ELEVATION

W/ WITH

GENERAL NOTES:

1. CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE AND FEDERAL LAWS PERTINENT TO THE

WORK, AND AS DESCRIBED IN THE SPECIFICATIONS AND ON THESE DESIGN DRAWINGS. ALL

WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

2. THE CONTRACTOR IS RESPONSIBLE FOR BECOMING FAMILIARIZED WITH THE EXISTING

CONDITIONS AND VERIFYING CONSISTENCY WITH DESIGN DRAWINGS AND SPECIFICATIONS. THE

CONTRACTOR SHALL REPORT ANY DISCREPANCY TO THE CONTRACTING OFFICER IMMEDIATELY

AND AWAIT FURTHER INSTRUCTIONS.

3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL APPLICABLE PERMITS, LICENSES

AND CERTIFICATES, AND MAKE ALL REQUIRED AGENCY NOTIFICATIONS TO COMPLETE THE

PROJECT. COMPLIANCE SHALL BE AT ALL LEVELS: FEDERAL, STATE, AND LOCAL RELATING TO THE

PERFORMANCE OF THE WORK.

4. PRIOR TO BEGINNING WORK AND PROCURING MATERIALS THAT COULD BE IMPACTED,

CONTRACTOR SHALL INSPECT AND CONFIRM ALL POINTS OF CONNECTIONS TO EXISTING

UTILITIES OR SYSTEMS. POTHOLE WHERE NECESSARY TO VERIFY THE DRAWINGS AGAINST ALL

APPLICABLE EXISTING CONDITIONS. NOTIFY THE CONTRACTING OFFICER IMMEDIATELY UPON

DISCOVERY OF UNFORESEEN SITE CONDITIONS OR DISCREPANCIES.

5. CALL THE UNDERGROUND LOCATE LINE (811) A MINIMUM OF 48 HOURS PRIOR TO ANY

EXCAVATIONS, AND HIRE PRIVATE UTILITY LOCATE COMPANY TO CONFIRM PRESENCE OF

EXISTING BURIED UTILITIES PRIOR TO EXCAVATION. LOCATIONS OF EXISTING UTILITIES SHOWN

HEREIN HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS

AND SHOULD BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT

SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THESE PLANS.

6. UTILITY SYSTEMS SHALL BE CONSTRUCTED ACCORDING TO APPROVED PLANS. ANY DEVIATION

FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CONTRACTING

OFFICER.

7. CONTRACTOR SHALL PREPARE CONSTRUCTION STORM WATER POLLUTION PREVENTION PLAN

(SWPPP) IN ACCORDANCE WITH ALL APPLICABLE FEDERAL AND STATE REQUIREMENTS AND

OBTAIN PERMIT FOR PROPOSED WORK. CONTRACTOR SHALL MAINTAIN AND UPDATE SWPPP AS

REQUIRED THROUGHOUT CONSTRUCTION. A COPY OF THE APPROVED CONSTRUCTION SWPPP

SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.

8. CONTRACTOR SHALL TAKE ALL POSSIBLE CARE TO PROTECT PERSONAL AND ADJACENT

PROPERTY AND TO ENSURE THE SAFETY OF THOSE INVOLVED DIRECTLY OR INDIRECTLY WITH

THE WORK.

9. THE CONTRACTOR SHALL PERFORM ANY AND ALL CUTTING, PATCHING, REPAIRING, RESTORING

AND THE LIKE NECESSARY TO RETURN ALL SURFACES AFFECTED BY THE WORK TO THEIR

ORIGINAL CONDITION.

10. DEMOLITION SHALL BE TO THE LIMITS SHOWN ON THE PLANS. THE DEMOLITION LIMITS DEPICTED IN THE PLANS ARE BASED ON THE AVAILABLE INFORMATION OR SURVEY. DEMOLITION LIMITS MAY

VARY DEPENDING ON CHANGED SITE CONDITIONS AT THE TIME OF CONSTRUCTION.

11. EXISTING PAVEMENT, LANDSCAPING, SURFACE OR SUBSURFACE FACILITIES, WITHIN OR

ADJACENT TO THE CONTRACTOR'S WORK AREA OR INDICATED ON THE PLANS TO REMAIN SHALL

BE PROTECTED FROM DAMAGE. ANY FACILITIES DAMAGED BY THE CONTRACTOR'S ACTIVITIES

SHALL BE IMMEDIATELY REPAIRED TO MATCH ITS ORIGINAL CONDITION AND THE SATISFACTION

OF THE CONTRACTING OFFICER AT NO ADDITIONAL COST TO THE GOVERNMENT.

12. ALL MATERIALS SHALL BE NEW MATERIALS AND PURCHASED IN ACCORDANCE WITH THE BUY

AMERICAN ACT.

13. WRITTEN DIMENSIONS IN SCHEDULES AND DRAWINGS TAKE PRECEDENCE OVER SCALED

DRAWINGS. DO NOT SCALE DRAWINGS, AND BRING ALL DISCREPANCIES TO THE ATTENTION OF

THE CONTRACTING OFFICER AND AWAIT FURTHER INSTRUCTIONS.

14. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE THE CONSTRUCTION PHASING AND

STAGING. NO ADDITIONAL COST TO THE OWNER WILL BE PERMITTED FOR THE RELOCATION OF

TRAILERS, STORED MATERIAL, REMOVAL AND REINSTALLATION OF BARRICADES, FENCING, OR

ANY OTHER INCIDENTAL ITEMS THAT ARE REQUIRED AND NECESSARY TO ACCOMPLISH THE

WORK UNDER THIS CONTRACT. COMPLETE RESTORATION BETWEEN CONSTRUCTION PHASES IS

REQUIRED, UNLESS OTHERWISE DIRECTED BY THE CONTRACTING OFFICER.

15. THE CONTRACTOR SHALL NOTIFY THE COR (CONTRACTING OFFICER'S REPRESENTATIVE) OF ANY

WORK TO BE PERFORMED IN CONFINED SPACE. CONTRACTOR SHALL CREATE AND SUBMIT

INDIVIDUAL CONFINED SPACE WORK PLAN. CONTRACTOR SHALL RECEIVE APPROVAL FROM VA

PRIOR TO BEGINNING WORK.

16. ANY U.S.G.S. OR CAMPUS SURVEY MONUMENTS WITHIN THE LIMITS OF DEMOLITION OR

CONSTRUCTION SHALL BE PROTECTED. IF A MONUMENT IS IN DANGER OF BEING DESTROYED

AND HAS NOT BEEN PROPERLY REFERENCED IN THE PLANS, THE CONTRACTOR SHALL

IMMEDIATELY NOTIFY THE CONTRACTING OFFICER. CONTRACTOR SHALL REPAIR ANY DAMAGED

BENCH MARKS IN ACCORDANCE WITH N.O.A.A. NATIONAL GEODETIC SURVEY GUIDELINES, AND TO

THE SATISFACTION OF THE FACILITY'S G.I.S. BENCHMARK REPRESENTATIVE.

17. CONTRACTOR SHALL PROVIDE AND MAINTAIN ACCESS, AT ALL TIMES DURING CONSTRUCTION, TO ALL EXISTING FACILITIES AND THOSE THAT MAY BE UNDER CONSTRUCTION IN THE IMMEDIATE

VICINITY. FIRE TRUCK AND EMERGENCY VEHICLE ACCESS SHALL NOT BE BLOCKED.

18. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DETERMINING THE ADEQUACY OF

EXISTING STRUCTURES AND UTILITIES TO SUPPORT CONSTRUCTION EQUIPMENT AND LOADS.

19. ALL DEVIATIONS FROM THESE PLANS SHALL BE RECORDED ON A SET OF "AS-BUILT" OR RECORD

REDLINE DRAWINGS. THE CONTRACTOR SHALL SUBMIT "AS-BUILT" REDLINE DRAWINGS TO THE

CONTRACTING OFFICER.

20. ALL DEMOLITION MATERIAL, INCLUDING PAVEMENT AND EXCESS SOIL, EXCEPT AS NOTED IN THE CONTRACT DRAWINGS / SPECIFICATIONS AND / OR SPECIFIED BY THE CONTRACTING OFFICER, SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND BE COMPLETELY REMOVED FROM VA

CAMPUS AND DISPOSED OF BY THE CONTRACTOR.

21. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN

SHORING AND BRACING NECESSARY TO PROTECT WORKERS, UTILITIES AND OTHER

IMPROVEMENTS AND EXCAVATIONS PER STATE AND FEDERAL REGULATIONS. THE CONTRACTOR

SHALL ALSO BE RESPONSIBLE FOR REMOVAL OF TEMPORARY SHORING AND BRACING.

EXISTING DATA NOTES:

1. THE EXISTING INFORMATION SHOWN ON THESE DRAWINGS HAVE BEEN PREPARED BASED UPON

INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, GOVERNMENT CANNOT ENSURE ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY

OF THAT INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN

INCORPORATED INTO THESE DRAWINGS AS A RESULT.

2. THE ENGINEER ASSUMES NO LIABILITY FOR DAMAGES TO ANY UTILITIES DURING CONSTRUCTION.

THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE TO REPAIR ANY DAMAGES THAT MAY OCCUR

DURING CONSTRUCTION.

3. THE CONTRACTOR MAY CONDUCT TEST PITS (POTHOLE) TO VERIFY EXISTING CONDITIONS. THE

CONTRACTOR SHALL COORDINATE ALL TEST PITS WITH THE COR.

RESTORATION NOTES:

1. RESTORATION SHALL BE IN ACCORDANCE WITH VA AND UFC REQUIREMENTS.

2. RESTORE ALL DISTURBED AREAS AS SHOWN ON PLANS OR AS DIRECTED BY THE CONTRACTING

OFFICER.

3. REPAIR ALL UTILITIES DAMAGED BY CONSTRUCTION IN ACCORDANCE WITH CONTRACTING

OFFICER'S REQUIREMENTS.

4. CONTRACTOR SHALL RESTORE THE SITE AND ALL OTHER PHYSICAL FEATURES TO MATCH

EXISTING CONDITIONS WHERE CONSTRUCTION WORK IS PERFORMED.

5. CONTRACTOR TO RETURN DISTURBED SOIL AND LANDSCAPING TO ITS ORIGINAL CONDITION.

DEMOLITION NOTES:

1. PERFORM DEMOLITION IN SUCH MANNER AS TO ELIMINATE HAZARDS TO PERSONS AND

PROPERTY; TO MINIMIZE INTERFERENCE WITH USE OF ADJACENT AREAS, UTILITIES AND

STRUCTURES OR INTERRUPTION OF USE OF SUCH UTILITIES; AND TO PROVIDE FREE PASSAGE

TO AND FROM SUCH ADJACENT AREAS OR STRUCTURES.

2. PROVIDE SAFEGUARDS, INCLUDING WARNING SIGNS, BARRICADES, TEMPORARY FENCES,

WARNING LIGHTS, AND OTHER SIMILAR ITEMS THAT ARE REQUIRED FOR PROTECTION OF ALL

PERSONNEL DURING DEMOLITION AND REMOVAL OPERATIONS.

3. MAINTAIN FENCES, BARRICADES, LIGHTS AND OTHER SIMILAR ITEMS AROUND EXPOSED

EXCAVATIONS UNTIL SUCH EXCAVATIONS HAVE BEEN COMPLETELY FILLED.

4. PREVENT SPREAD OF FLYING PARTICLES AND DUST. SPRINKLE RUBBISH AND DEBRIS WITH

WATER TO KEEP DUST TO A MINIMUM. DO NOT USE WATER IF IT RESULTS IN HAZARDOUS OR

OBJECTIONABLE CONDITIONS SUCH AS, BUT NOT LIMITED TO; ICE, FLOODING OR POLLUTION.

VACUUM, SWEEP, AND DUST THE WORK AREA DAILY. COMPLY WITH ICRA.

5. BEFORE BEGINNING ANY DEMOLITION WORK, THE CONTRACTOR SHALL SURVEY THE SITE AND

EXAMINE THE DRAWINGS AND SPECIFICATIONS TO DETERMINE THE EXTENT OF THE WORK.

THE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO AVOID DAMAGES TO EXISTING

ITEMS TO REMAIN IN PLACE, TO BE REUSED, OR TO REMAIN THE PROPERTY OF THE MEDICAL

CENTER; AND DAMAGED ITEMS SHALL BE REPAIRED OR REPLACED AS APPROVED BY THE

CONTRACTING OFFICER REPRESENTATIVE (COR). THE CONTRACTOR SHALL COORDINATE THE

WORK WITH ALL OTHER WORK AND SHALL CONSTRUCT AND MAINTAIN SHORING, BRACING,

AND SUPPORTS AS REQUIRED. THE CONTRACTOR SHALL ENSURE THAT STRUCTURAL

ELEMENTS ARE NOT OVERLOADED AND SHALL BE RESPONSIBLE FOR INCREASING

STRUCTURAL SUPPORTS OR ADDING NEW SUPPORTS AS MAY BE REQUIRED AS A RESULT OF

ANY CUTTING, REMOVAL, OR DEMOLITION WORK PERFORMED.

6. DEMOLISH AND REMOVE OUTSIDE UTILITY SERVICE LINES SHOWN TO BE REMOVED.

7. REMOVE ABANDONED OUTSIDE UTILITY LINES THAT WOULD INTERFERE WITH INSTALLATION

OF NEW UTILITY LINES AND NEW CONSTRUCTION.

8. COMPLETELY DEMOLISH AND REMOVE BUILDINGS AND STRUCTURES, INCLUDING ALL

APPURTENANCES RELATED OR CONNECTED THERETO, AS NOTED BELOW:

8.A. AS REQUIRED FOR INSTALLATION OF NEW UTILITY SERVICE LINES.

8.B. TO FULL DEPTH WITHIN AN AREA DEFINED BY HYPOTHETICAL LINES LOCATED 5 FT (1500

MM) OUTSIDE BUILDING LINES OF NEW STRUCTURES.

9. ALL WASTE DEBRIS, UNSUITABLE, AND EXCESS MATERIAL SHALL BE REMOVED FROM THE SITE

AND LAWFULLY DISPOSED OF. DEBRIS, INCLUDING BRICK, CONCRETE STONE, METALS AND

SIMILAR MATERIALS SHALL BECOME PROPERTY OF THE CONTRACTOR AND SHALL BE

DISPOSED OF BY THE CONTRACTOR DAILY, OFF THE MEDICAL CENTER TO AVOID

ACCUMULATION AT THE DEMOLITION SITE. MATERIALS THAT CANNOT BE REMOVED DAILY

SHALL BE STORED IN AREAS SPECIFIED BY THE CONTRACTING OFFICERS REPRESENTATIVE.

CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF MATERIALS UNCOVERED DURING

ANY PART OF THE WORK APPEAR TO BE CONTAMINATED. ALL LOCAL, STATE AND FEDERAL

LAWS SHALL PREVAIL IN THE EVENT OF CONTAMINATED MATERIALS.

10. BREAK UP CONCRETE SLABS BELOW GRADE THAT DO NOT REQUIRE REMOVAL FROM

PRESENT LOCATION INTO PIECES NOT EXCEEDING 24 INCHES (600 MM) SQUARE TO PERMIT

DRAINAGE. CONTRACTOR SHALL DISPOSE OF DEBRIS IN COMPLIANCE WITH APPLICABLE

FEDERAL, STATE AND LOCAL PERMITS, RULES AND/OR REGULATIONS.

TRAFFIC MANAGEMENT NOTES:

1. ALL ROADWAYS SHALL REMAIN OPEN DURING CONSTRUCTION, UNLESS OTHERWISE APPROVED

BY THE CONTRACTING OFFICER. ROADWAY CLOSURE DURING CONSTRUCTION REQUIRES THE

CONTRACTOR SUBMIT A TRAFFIC CONTROL PLAN FOR REVIEW AND APPROVAL IN ADVANCE. IF

REQUIRED, ALL TEMPORARY TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE

MOST CURRENT EDITION OF "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS

AND HIGHWAYS".

2. THE CONTRACTOR SHALL MAINTAIN A MINIMUM OF ONE MOVING LANE ALONG ROADWAYS AT

ALL TIMES, EXCEPT WHERE GIVEN PERMISSION BY THE VAMC AND CONTRACTING OFFICERS

REPRESENTATIVE.

3. THE CONTRACTOR SHALL PROVIDE ALL SIGNAGE, BARRICADES, CAUTION TAPE, CONES AND

BARRELS REQUIRED TO FACILITATE A SAFE LANE OR SIDEWALK CLOSURE.

4. PEDESTRIAN ACCESS SHALL BE MAINTAINED AND MANAGED DURING SIDEWALK AND

CROSSWALK CLOSURES.

5. ACCESS TO ALL ROADWAYS, DRIVEWAYS AND LOADING RAMPS SHALL BE MAINTAINED DAILY

AFTER CONSTRUCTION ACTIVITIES HAVE CONCLUDED.

6. THE CONTRACTOR SHALL COORDINATE ANY ROADWAY, DRIVEWAY, LOADING RAMP AND/OR

SIDEWALK CLOSURES WITH THE COR PRIOR TO PERFORMING WORK.

7. ALL ROAD CLOSURES SHALL BE OUTSIDE NORMAL WORKING HOURS OF 8:00 AM TO 5:00 PM

MONDAY THROUGH FRIDAY. ROAD CLOSURES AND TRAFFIC CONTROL PLAN SHALL BE

APPROVED BY COR PRIOR TO CONSTRUCTION.

GENERAL UTILITY NOTES:

1. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL VERTICALLY AND

HORIZONTALLY FIELD LOCATE BY POTHOLING AND SURVEY ALL PROPOSED UTILITY CONFLICTS

AND CROSSINGS. IF THE EXISTING UTILITY LOCATION DIFFERS FROM WHAT IS SHOWN ON THE

PLANS, THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER AND/OR CONTRACTING

OFFICER'S REPRESENTATIVE IMMEDIATELY AND AWAIT FURTHER INSTRUCTIONS.

2. THE CONTRACTOR IS ADVISED THAT ALL EXISTING UNDERGROUND UTILITIES, CABLES, DUCTS, MANHOLES, ETC. (UNDERGROUND FACILITIES) SHOWN ON PLANS WERE LOCATED USING THE

BEST INFORMATION AVAILABLE. INFORMATION SHOWN ON THE DRAWING CONCERNING TYPE, SIZE

AND LOCATION OF UNDERGROUND UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR

ALL-INCLUSIVE, AND IS PROVIDED FOR INFORMATIONAL PURPOSES ONLY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR LOCATING AND PROTECTING ALL UTILITIES. CONTRACTOR SHALL BE

RESPONSIBLE FOR CONTACTING GOVERNMENT UTILITY OWNERS TO IDENTIFY UNDERGROUND

UTILITIES AND/OR CABLES WITHIN THE PROJECT LIMITS AND STAGING AREAS. THE CONTRACTOR

SHALL ASSIST UTILITY OWNERS IN EFFORTS TO FIELD VERIFY UNDERGROUND UTILITIES.

CONTRACTOR SHALL ALSO REVIEW ALL UTILITIES WITH THE CAMPUS MAINTENANCE STAFF PRIOR

TO BEGINNING WORK. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, THE

CONTRACTOR SHALL CONDUCT A FIELD UTILITY LOCATION SURVEY USING ELECTRONIC,

MAGNETIC OR OTHER UNDERGROUND UTILITY LOCATING PRACTICES. UTILITY OWNERS SHALL BE

NOTIFIED AND SHALL HAVE THE OPTION TO ACCOMPANY THIS FIELD INVESTIGATION.

EXPLORATORY EXCAVATIONS IN THE VICINITY OF EXISTING UNDERGROUND UTILITIES,

PARTICULARLY THOSE ASSOCIATED WITH OPERATING NAVIGATIONAL AIDS, SHALL BE CARRIED

OUT WITH HAND TOOLS UNTIL THE EXACT CHARACTER AND LOCATION OF SUCH FACILITIES ARE DETERMINED. ALL INFORMATION SO OBTAINED FROM THIS UTILITY LOCATION SURVEY SHALL BE

FURNISHED TO THE CONTRACTING OFFICER AND CONTRACTING OFFICER'S REPRESENTATIVE

AND THE A/E PRIOR TO CONSTRUCTION.

3. ALL UNDERGROUND CABLE, UTILITIES, AND ASSOCIATED STRUCTURES SHALL BE PROTECTED

FROM DAMAGE BY THE CONTRACTOR. ANY DAMAGE TO EXISTING UNDERGROUND CABLES

AND/OR UTILITIES CAUSED BY THE CONTRACTOR (REGARDLESS OF WHETHER THEY WERE

LOCATED OR NOT BY THE CAMPUS, UTILITY COMPANY, ETC.) SHALL BE REPAIRED BY THE

CONTRACTOR AT THE CONTRACTOR'S OWN EXPENSE AND TO THE SATISFACTION OF THE UTILITY OWNER'S AUTHORIZED REPRESENTATIVES. ALL EXISTING UTILITIES, CABLE, DUCTS, EQUIPMENT, DEVICES, ETC. OUTSIDE THE AREA OF DEMOLITION OR CONSTRUCTION LIMITS WHICH ARE

DAMAGED OR DISRUPTED AS A RESULT OF THE CONTRACTOR'S OPERATIONS, SHALL BE

IMMEDIATELY REPAIRED AT THE EXPENSE OF THE CONTRACTOR AND TO THE SATISFACTION OF

THE UTILITY OWNER'S AUTHORIZED REPRESENTATIVE.

4. ALL UTILITY OUTAGES SHALL BE SCHEDULED AND APPROVED THROUGH THE COR PER THE

APPLICABLE OUTAGE NOTIFICATION REQUIREMENTS.

5. UNLESS ALREADY SPECIFIED IN THE CONTRACT DRAWINGS, CONTRACTOR SHALL RETROFIT ALL EXISTING UTILITY ACCESS POINTS TO BRING FLUSH WITH FINISHED SURFACE WITHIN AREAS OF

WORK IN WHICH THE EXISTING GRADE IS MODIFIED BY CONSTRUCTION. THIS WORK IS

CONSIDERED PART OF THE CONTRACTED SCOPE, AND APPLIES TO EXISTING UTILITIES THAT ARE

NOT TO BE DEMOLISHED OR ABANDONED WITHIN THE PROJECT LIMITS.

6. ALL MATERIALS, WORKMANSHIP, AND TESTING SHALL BE IN ACCORDANCE WITH THE

REQUIREMENTS OF THE CONTRACT SPECIFICATIONS.

7. FIELD VERIFY LOCATION (INCLUDING POT HOLING FOR VERTICAL DEPTH) OF EXISTING UTILITIES

AND INVERT ELEVATIONS OF THE POINT OF CONNECTION PRIOR TO CONSTRUCTION.

8. COMPRESSIBLE MATERIALS:

FOR USE IN AREAS ABOVE BURIED PIPES WHERE OTHER PIPES ARE CROSSING WITH LESS THAN

1'-0" VERTICAL SEPARATION OR WHERE CALLED OUT ON DRAWINGS: POLYETHYLENE PLASTIC

FOAM IN ACCORDANCE WITH FEDERAL SPECIFICATION PPP-C-1752C, TYPE 1, CLASS 2, SUCH AS "ETHAFOAM". AT PIPE CROSSINGS, MATERIAL SHALL BE A MIN OF 2-INCH THK, 2-FT WIDE, AND 4-FT LONG, BUT SHALL BE A MINIMUM OF 6-IN WIDER THAT OUTSIDE DIAMETER OF PIPE ON EACH SIDE.

9. GATE VALVES INSTALLED UNDER PAVEMENT SHALL HAVE A 2-INCH OPERATING NUT AND VALVE BOX W/ COVER FLUSH WITH ASPHALT SURFACE. GATE VALVES INSTALLED IN AREAS WHERE THE SURFACE IS OTHER THAN ASPHALT OR CONCRETE, TOP OF VALVE BOX SHALL BE EMBEDDED IN A CAST-IN-PLACE COLLAR THAT IS 3'-0" MIN SQUARE BY 8-INCHES THICK PLACED ON 4-INCH THICK

(MIN) COMPACTED BASE COURSE WITH SURFACE FLUSH WITH EXISTING GRADE

10. TESTING OF ALL INSTALLED UTILITY LINES AND STRUCTURES SHALL BE IN ACCORDANCE WITH

CONTRACT SPECIFICATIONS.

11. ANY REVISIONS TO THESE PLANS, ONCE APPROVED BY THE ENGINEER OF RECORD, SHALL BE

REVIEWED AND RE-APPROVED BY THE CONTRACTING OFFICER.

12. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR UTILITY TRENCH SAFETY INCLUDING SHORING

(IF REQUIRED) DESIGNED BY A REGISTERED ENGINEER AND WORKER SAFETY WHILE WORKING

WITHIN THE TRENCH.

GRADING & BACKFILL NOTES:

1. BACKFILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS, OR SUBSTANCES WHICH ARE

HAZARDOUS, DANGEROUS, TOXIC, OR WHICH OTHERWISE VIOLATE ANY STATE, FEDERAL. OR

LOCAL LAW, ORDINANCE, CODE, REGULATION, RULE, ORDER, OR STANDARD.

2. GENERAL SITE BACKFILL MATERIAL SHALL MEET THE VA REQUIREMENTS FOR EARTHWORK.

3. SLOPE FINISH GRADE SURFACES UNIFORMLY BETWEEN ELEVATIONS SHOWN ON DRAWINGS

UNLESS SPECIFIED OTHERWISE. GRADE AREAS TO ELIMINATE LOW SPOTS AND MAINTAIN

POSITIVE DRAINAGE AWAY FROM BUILDING AND STRUCTURES.

SECURITY:

1. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE VA SECURITY PROGRAM.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR BRIEFING ALL CONTRACTOR'S PERSONNEL OF

THE VA SECURITY REQUIREMENTS. ALL NEW CONTRACTOR EMPLOYEES SHALL BE BRIEFED ON

THESE REQUIREMENTS PRIOR TO WORKING IN THE CONSTRUCTION AREA.

3. CONTRACTOR IS SOLELY RESPONSIBLE FOR SECURING JOBSITE AT ALL TIMES THROUGHOUT

CONSTRUCTION.

CIVIL SHEET INDEX:

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseDESIGNER OF RECORD STAMPCONSULTANT

7 8 9 10321 4 5 6

Revisions: Date:

A/E:CIVIL ENGINEER:

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S, SUITE 300

KENT, WA 98032

(206) 590-2118

RAY SPEES

WSP USA Solutions Inc.

1201 Pacific Avenue Suite 550 Tacoma, WA 98402

TEL: (206) 431-2300

FAX: (206) 431-2250

PB CMB

CIVIL SHEET INDEX AND GENERAL NOTES

C-001

100% CONSTRUCTION

DOCUMENTS

VHAPORHCS, VANCOUVER CAMPUS

1601 E 4TH PLAIN BLVD, VANCOUVER, WA 98661

CORRECT ELECTRICAL FCA

DEFICIENCIES BLDGS - VA

VANCOUVER, WA

648-20-116

10/30/2025

BEST INFORMATION AVAILABLE. INFORMATION SHOWN ON THE DRAWING CONCERNING TYPE, SIZE

"ETHAFOAM". AT PIPE CROSSINGS, MATERIAL SHALL BE A MIN OF 2-INCH THK, 2-FT WIDE, AND 4-FT

SD

PROPOSED LEGEND

UNDERGROUND POWER PATHWAY

UNDERGROUND POWER HANDHOLE

WATER LINE

WATER LINE BEND

FIRE DEPARTMENT CONNECTION (FDC)

POST INDICATOR VALVE (PIV)

FIRE SUPPRESSION LINE

CHILLED WATER LINE

SANITARY SEWER LINE

STORM DRAIN LINE

STORM DRAIN INLET

STORM DRAIN MANHOLE

STORM DRAIN CLEANOUT

STORM DRAIN SWALE FLOWPATH

CONTOUR

FENCE

ASPHALT PAVEMENT

CONCRETE PAVEMENT

W

F

SAN

E

E

COMM

SAN

W

G

F

T

E

T

E

W

S

SD

G

EXISTING LEGEND

COMMUNICATION LINE

COMMUNICATION MANHOLE / HANDHOLE

POWER LINE

POWER MANHOLE / HANDHOLE

WATER LINE

WATER METER / VALVE

FIRE SUPPRESSION LINE

FIRE HYDRANT

SANITARY SEWER LINE

SANITARY SEWER MANHOLE

STORM DRAIN LINE

STORM DRAIN INLET

STORM DRAIN MANHOLE

GAS LINE

GAS METER

CONTOUR

FENCE

ASPHALT PAVEMENT

CONCRETE PAVEMENT

X

X

CHWS

GENERAL NOTES:

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES SHALL BE

IN ACCORDANCE WITH OSHA STANDARDS, STATE AND LOCAL REQUIREMENTS. THE CONTRACTOR SHALL PROVIDE FENCING OR BARRIERS WHEN CONSTRUCTION IS BEING PERFORMED ADJACENT TO BUILDING ENTRANCES/WALKWAYS.

2. THE CONTRACTOR SHALL NOT COMMENCE CONSTRUCTION NOR CLOSE OR OBSTRUCT ROADWAYS, SIDEWALKS AND/OR

FIRE HYDRANTS WITHOUT APPROPRIATE PERMITS AND/OR PERMISSIONS.

3. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK THAT BECOME DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED BY THE CONTRACTOR TO ITS ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE.

4. VEGETATED AREAS DISTURBED DURING CONSTRUCTION SHALL RECEIVE A MINIMUM OF FOUR (4) INCHES OF TOPSOIL.

THESE ARES SHALL BE IMMEDIATELY SEEDED AND STABILIZED.

5. DAMAGE TO SURFACE FEATURES, SUBSURFACE FEATURES AND SUBSURFACE INFRASTRUCTURE RESULTING FROM CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.

6. THE CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OFF-SITE AREAS, AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY, AT NO COST TO OWNER.

7. THE CONTRACTOR IS REQUIRED TO BACKFILL TRENCHES OR SECURE WITH METAL PLATES OR CONSTRUCTION FENCE DAILY. NO OPEN TRENCHES SHALL BE LEFT UNATTENDED. IF TRENCHES REMAIN OPEN FOR MORE THAN 24 HOURS IN

ASPHALT, COLD PATCH WILL BE USED UNTIL PAVEMENT IS REPLACED.

8. THE CONTRACTOR IS RESPONSIBLE FOR ALL FIELD MEASUREMENTS. THE GOVERNMENT WILL NOT BE HELD RESPONSIBLE FOR BIDDING ERRORS MADE OR FOR THE FAILURE TO ADEQUATELY INSPECT THE JOB SITE FOR EXISTING

CONDITIONS, DIMENSIONS, AND GRADES.

9. THE CONTRACTOR SHALL VERIFY THE PROPOSED LAYOUT WITH ITS RELATIONSHIP TO THE EXISTING SITE. THE CONTRACTOR SHALL ALSO VERIFY ALL DIMENSIONS, SITE CONDITIONS, AND MATERIAL SPECIFICATIONS AND SHALL NOTIFY THE OWNER AND ENGINEER OF ANY DISCREPANCIES BEFORE COMMENCING OR PROCEEDING WITH WORK.

10. THE CONTRACTOR SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSED EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS, PRIOR TO COMMENCEMENT OF EXCAVATION OR DEMOLITION. ALL WATER, GAS, SEWER, ELECTRIC AND OTHER UTILITIES SHALL BE

MAINTAINED AT ALL TIMES DURING CONSTRUCTION.

11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING, WITH MATCHING MATERIALS, ANY PAVEMENT, WALKS, CURBS, ETC. THAT SHALL BE CUT OR THAT ARE DAMAGED DURING CONSTRUCTION.

12. CONSTRUCTION ACTIVITIES SHALL NOT CONFLICT WITH THE VAMC OPERATIONS AND EMPLOYEE/PATIENT PARKING. THE CONTRACTOR SHALL COORDINATE ALL WORK WITH THE COR. WORK AFFECTING BUILDING ENTRANCES, WALKWAYS, LOADING AREAS, PARKING, ETC. SHALL BE COORDINATED AND SCHEDULED WITH THE COR.

13. THE CONTRACTOR SHALL MAINTAIN RECORD DOCUMENTS OF CONSTRUCTION CHANGES ("AS-BUILT DRAWINGS") AND SHALL PROVIDE SAID DOCUMENTATION TO THE ENGINEER UPON COMPLETION OF CONSTRUCTION IN BOTH DIGITAL AND HARD COPY FORMATS. RECORD DOCUMENTS SHALL ARTICULATE WHERE ACTUAL INSTALLATION OF WORK, PRODUCTS AND/OR SYSTEMS VARY FROM THE DESIGN INTENT EXPRESSED/SPECIFIED IN THE CONTRACTOR DOCUMENTS. **NO

EXCEPTION ALLOWED**

14. ANY EXISTING PROPERTY LINE MONUMENTATION DISTURBED DURING CONSTRUCTION SHALL BE RESET BY A

PROFESSIONAL LICENSED SURVEYOR AT THE CONTRACTOR'S EXPENSE.

15. THE CONTRACTOR SHALL PROTECT THE VA PROPERTY FROM DUST AND DAMAGE AT ALL TIMES. ANY RESULTING DAMAGE TO THE VA PROPERTY SHALL BE IMMEDIATELY CORRECTED BY THE CONTRACTOR AT THE CONTRACTOR'S

EXPENSE.

CONTRACTORS ACCESS & STORAGE AREAS:

1. THE CONTRACTOR SHALL COORDINATE WITH THE COR FOR EXACT LOCATION OF STAGING AREA(S) TO BE USED DURING CONSTRUCTION FOR STORAGE / STOCKPILING OF MATERIALS. CONTRACTOR SHALL NOTIFY THE COR PRIOR TO OCCUPYING STAGING AREA. THE CONTRACTOR SHALL VERIFY WITH THE CONTRACTING OFFICER'S REPRESENTATIVE ANY CHANGES IN STAGING / LAYDOWN AREAS THAT MAY HAVE OCCURRED AFTER PLANS WERE ISSUED.

2. UPON COMPLETION OF THE WORK, THE STAGING AREAS SHALL BE CLEANED AND RESTORED TO THEIR ORIGINAL

CONDITION.

3. CONTRACTOR SHALL PROVIDE TEMPORARY SECURITY FENCING AROUND THE CONSTRUCTION STAGING AREAS WHERE REQUIRED BY COR. CONTRACTOR TO COORDINATE PRIVACY FABRIC REQUIREMENTS WITH COR. CONTRACTOR SHALL BE AWARE OF THE VERTICAL HEIGHTS OF OBJECTS NEAR FENCE LINES; NO EQUIPMENT OR MATERIAL SHALL BE PLACED NEAR FENCE LINES THAT WOULD ALLOW THE FENCE TO BE SCALED. MAINTAIN A 10 FOOT MINIMUM SEPARATION FROM ALL FENCES FROM STOCKPILES, PARKED VEHICLES, OR OTHER MATERIALS WHICH COULD BE CLIMBED. POST A

METALLIC SIGN DISPLAYING THE CONTRACTOR'S 24 HOUR EMERGENCY CONTACT NUMBER.

4. ALL CONTRACTOR'S MATERIAL ORDERS FOR DELIVERY TO THE SITE SHALL USE THE ACCESS POINT AS DETERMINED BY THE COR. ALL ASSOCIATED FEES AND COSTS SHALL BE PAID BY CONTRACTOR AND ARE CONSIDERED INCIDENTAL TO

THE VARIOUS BID ITEMS.

5. CONTRACTOR SHALL BE RESPONSIBLE FOR TRAFFIC CONTROL TO AND FROM THE CONSTRUCTION AND STAGING AREAS.

THE TRAFFIC CONTROL MEASURES SHALL BE DIRECTED AND APPROVED BY THE CONTRACTING OFFICER AND/OR

CONTRACTING OFFICER'S REPRESENTATIVE.

6. CONTRACTOR SHALL COORDINATE LOCATION(S) OF SOIL STOCKPILE AREAS WITH THE CONTRACTING OFFICER IN ADVANCE OF CONSTRUCTION START. AT A MINIMUM, SOIL STOCKPILES WILL CONSIST OF CLEAN IMPORTED FILL, AND EXCAVATED SOILS WAITING FOR REUSE OR OFF-SITE DISPOSAL, AND STOCKPILES SHALL BE ADEQUATELY SEPARATED

FROM EACH OTHER WITHIN THE STOCKPILE AREA(S).

CONTRACTOR'S VEHICLES:

1. CONTRACTOR'S VEHICLES SHALL BE IN GOOD WORKING ORDER. CONTRACTOR'S PERSONNEL SHALL PARK WITHIN THE

CONTRACTOR'S STAGING AREA OR AREAS APPROVED BY THE COR.

2. ALL TRUCKS AND/OR ASSOCIATED VEHICLE HAULING TOOLS, LABOR, EQUIPMENT, MATERIAL OR DEBRIS ON THE VA CAMPUS SHALL BE EQUIPPED AND PREPARED TO PREVENT SPILLAGE OF DEBRIS DURING TRANSPORTATION. TRUCK BEDS SHALL BE SWEPT CLEAN BEFORE LEAVING THE WORK AREA. SIDEBOARDS SHALL BE KEPT IN GOOD REPAIR.

UNDER NO CIRCUMSTANCES SHALL A VEHICLE BE LOADED BEYOND ITS LEGAL LIMITS OR HIGHER THAN THE

SIDEBOARDS.

La st

S av ed b y:

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VA

V an co uv er

W A

El ec tri ca l D ef ic ie nc ie s\

VA

V an co uv er

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseDESIGNER OF RECORD STAMPCONSULTANT

7 8 9 10321 4 5 6

Revisions: Date:

A/E:CIVIL ENGINEER:

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S, SUITE 300

KENT, WA 98032

(206) 590-2118

RAY SPEES

WSP USA Solutions Inc.

1201 Pacific Avenue Suite 550 Tacoma, WA 98402

TEL: (206) 431-2300

FAX: (206) 431-2250

PB CMB

GENERAL NOTES AND LEGEND

C-002

100% CONSTRUCTION

DOCUMENTS

VHAPORHCS, VANCOUVER CAMPUS

1601 E 4TH PLAIN BLVD, VANCOUVER, WA 98661

CORRECT ELECTRICAL FCA

DEFICIENCIES BLDGS - VA

VANCOUVER, WA

648-20-116

10/30/2025

LOT #19

TRANSPLANT

LODGER (18)

RRTP

(12)

LAUNDRY /

WAREHOUSE

(2)

BOILER

PLANT (3)

MAINTENANCE

SHOPS (4)

GROUNDS (5)

TELE

(13)

STORAGE

(16)

FITNESS

CENTER

(14)

SRO

CLARK

COUNTY

CENTER FOR

COMMUNITY

HEALTH

("CCH") (17)

MUSEUM

(T1819)

SNaP LAB (21)

STORAGE

(22)

WELL

(7)

EM.GEN

(6)

PRIMARY CARE

SUPPORT

BUILDING (15)

SPECIALTY

CARE

CLINICS

(20)

PRIMARY

CARE (24)

FISHER

HOUSE (25)

FREEDOMS

PATH (26)

WELL

(23)

TR3

BARNES

REHABILITATION

UNIT (11)

COMMUNITY

LIVING

CENTER (1)

NEW

IMAGING

(27)

LOT #10

LO

T

#5

LIGHT

LIGHT

COM

PACT

COM

PACT

COM

PACTCOM

PACT

COMPACTCOMPACT

COM

PACT

COM

PACT

C…