S02_Attachment - CBNC-806CM3029-BD-PLANS_Part2.pdf

ASPHALT PAVEMENT

OVERLAY (1.5")

SITE PLAN GRAPHIC LEGEND (BID OPTION #2):

DESCRIPTIONGRAPHIC DETAIL / PG

LIMITS OF WORK

SEAL CRACKS AND APPLY

SEAL COAT

LIMITS OF EXISTING

HEADSTONES

EX

IS

TI

NG

H

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DS

TO

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LIMITS OF EXISTING HEADSTONES

LIMITS OF EXISTING HEADSTONES

BENCHMARK #9

REBAR W/CAP

ELEV=566.03

BENCHMARK #10

REBAR W/CAP

ELEV=572.46

BENCHMARK #2

REBAR W/CAP

ELEV=574.37

BENCHMARK #3

REBAR W/CAP

ELEV=575.31

LIMITS OF EXISTING HEADSTONES

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SECOND DR. S

CAMP BUTLER RD.

APPROXIMATE LOCATION OF IRRIGATION

LINE PER RECORD DRAWINGS (TYP.)

APPROXIMATE LOCATION OF IRRIGATION

STRUCTURE PER RECORD DRAWINGS (TYP.)

APPROXIMATE LOCATION OF IRRIGATION

LINE PER RECORD DRAWINGS (TYP.)

APPROXIMATE LOCATION OF IRRIGATION

STRUCTURE PER RECORD DRAWINGS (TYP.)

APPROXIMATE LOCATION OF IRRIGATION

STRUCTURE PER RECORD DRAWINGS (TYP.)APPROXIMATE LOCATION OF IRRIGATION

LINE PER RECORD DRAWINGS (TYP.)

APPROXIMATE LOCATION OF IRRIGATION

STRUCTURE PER RECORD DRAWINGS (TYP.)

APPROXIMATE LOCATION OF IRRIGATION

LINE PER RECORD DRAWINGS (TYP.)

NORTH

GRAPHICAL SCALE: 1"=30'

30 15 0 30 60 90

CS131

SITE DEVELOPMENT PLAN (BID

OPTION #3)

SITE DEVELOPMENT PLAN (BID

OPTION #3)

KEY MAP

(NOT TO SCALE)

1 2

3 4

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

SANGAMON COUNTY, ILLINOIS

806CM3029

JUNE 28, 2023 RPP RJP Dwg. of

NCA DESIGN

AND

CONSTRUCTION

SERVICE

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

CAMP BUTLER NATIONAL CEMETERY

REPAIR ROADS, PARKING LOTS, CURB & GUTTER;

CORRECT IT DEFICIENCIES

Above Group, Inc.

(321) 345-9026

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INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

Phone: 304-725-8456 www.ifs-ae.com

IN

TE

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SERV I CE S

MA

TC

HL

IN

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MATCHLINE

SEE SHEET CS123

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DRAINAGE VALVE

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GRATED INLET TOP=569.64 INV=566.62

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GRATED INLET TOP=569.82 INV=567.35

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GRATED INLET TOP=565.18 INV NE=562.38 INV NW=562.42

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GRATED INLET TOP=569.79 INV NE=566.09 INV SE=564.33 INV W=564.37

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GRATED INLET TOP=561.84 INV=559.14

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GRATED INLET TOP=561.84 INV NW=557.99 INV SW=557.72 INV SE=557.58

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12" PVC

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HONEYCOMB INLET TOP=555.75 INV NW=549.73 INV NE=549.73

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GRATED INLET TOP=576.71 INV=573.91

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GRATED INLET TOP=576.75 INV N=573.47 INV S=573.51

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40" RCP FL=548.11

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40" RCP FL=549.09

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GRATED INLET TOP=557.54 DROPS INTO 40" RCP

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GRATED INLET TOP=557.48 DROPS INTO 40" RCP

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GRATED INLET TOP=563.15 INV N=561.34 INV S=560.70

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GRATED INLET TOP=563.15 INV=559.90

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8" PVC

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CS501

SITE PLAN GRAPHIC LEGEND (BID OPTION #2):

DESCRIPTIONGRAPHIC DETAIL / PG

LIMITS OF WORK

SEAL CRACKS AND APPLY

SEAL COAT

LIMITS OF EXISTING HEADSTONES

LIMITS OF EXISTING HEADSTONES LIMITS OF EXISTING HEADSTONES

LIMITS OF EXISTING HEADSTONESLIMITS OF EXISTING HEADSTONES

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BENCHMARK #5

REBAR W/CAP

ELEV=567.98

BENCHMARK #4

REBAR W/CAP

ELEV=578.34

W

WW

W

W

WW

W

W

W

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OLD RIVER RD.

FIRST DR. S

W

W

W

MALL DR.

E MALL DR.

OLD RIVER RD.

SECOND DR. S

APPROXIMATE LOCATION OF IRRIGATION

LINE PER RECORD DRAWINGS (TYP.)

APPROXIMATE LOCATION OF IRRIGATION

LINE PER RECORD DRAWINGS (TYP.)

APPROXIMATE LOCATION OF IRRIGATION

LINE PER RECORD DRAWINGS (TYP.)

APPROXIMATE LOCATION OF IRRIGATION

STRUCTURE PER RECORD DRAWINGS (TYP.)

APPROXIMATE LOCATION OF IRRIGATION

STRUCTURE PER RECORD DRAWINGS (TYP.)

NORTH

GRAPHICAL SCALE: 1"=30'

30 15 0 30 60 90

CS132

SITE DEVELOPMENT PLAN (BID

OPTION #3)

SITE DEVELOPMENT PLAN (BID

OPTION #3)

KEY MAP

(NOT TO SCALE)

1 2

3 4

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

SANGAMON COUNTY, ILLINOIS

806CM3029

JUNE 28, 2023 RPP RJP Dwg. of

NCA DESIGN

AND

CONSTRUCTION

SERVICE

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

CAMP BUTLER NATIONAL CEMETERY

REPAIR ROADS, PARKING LOTS, CURB & GUTTER;

CORRECT IT DEFICIENCIES

Above Group, Inc.

(321) 345-9026

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INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

Phone: 304-725-8456 www.ifs-ae.com

IN

TE

GRI TY FEDERAL

SERV I CE S

MATCHLINE

SEE SHEET CS124

MA

TC

HL

IN

E

SE

E

SH

EE

T

CS

AutoCAD SHX Text

SECTION "B" MARKER

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SECTION "E" MARKER

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MEMORIAL SECTION "B" MARKER

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GRATED INLET TOP=573.99 INV=571.69

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GRATED INLET TOP=573.85 INV S=571.02 INV E=571.02

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GRATED INLET TOP=573.96 INV=571.41

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12" PVC

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12" PVC

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GRATED INLET TOP=573.58 INV N=569.66 INV E=569.20 INV S=569.20 INV W=567.78

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12" PVC

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GRATED INLET TOP=573.22 INV=570.52

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GRATED INLET TOP=573.41 INV S=567.86 INV E=567.40 INV W=567.91

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HONEYCOMB INLET TOP=573.96 INV=570.93

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GRATED INLET TOP=561.86 INV W=556.33 INV E=553.72

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GRATED INLET TOP=550.55 INV=548.91

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GRATED INLET TOP=550.37 INV W=548.32 INV E=548.32

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MANHOLE TOP=550.06 UNABLE TO OPEN

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MANHOLE TOP=549.73 INV N=543.91 INV S=543.91 INV W=543.91

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GRATED INLET TOP=549.41 INV=546.76

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GRATED INLET TOP=549.09 INV=545.46

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MANHOLE TOP=548.82 INV N=543.86 INV S=543.86 INV W=543.86

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12" RCP

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SITE PLAN GRAPHIC LEGEND (BID OPTION #2):

DESCRIPTIONGRAPHIC DETAIL / PG

LIMITS OF WORK

SEAL CRACKS AND APPLY

SEAL COAT

LIM

IT

S

OF

E

XI

ST

IN

G

HE

AD

ST

ON

ES

LIMITS OF EXISTING HEADSTONES

LIM

IT

S

OF

E

XI

ST

IN

G

HE

AD

ST

ON

ES

BENCHMARK #9

BENCHMARK #8

REBAR W/CAP

ELEV=569.09

W

W

W

W

W

W

W

W

W W

W

W

W

W

W

WW

W

W

W

MALL DR.

MAINTENANCE

ACCESS ROAD

APPROXIMATE LOCATION OF IRRIGATION

LINE PER RECORD DRAWINGS (TYP.)

APPROXIMATE LOCATION OF IRRIGATION

STRUCTURE PER RECORD DRAWINGS (TYP.)

APPROXIMATE LOCATION OF IRRIGATION

STRUCTURE PER RECORD DRAWINGS (TYP.)

APPROXIMATE LOCATION OF IRRIGATION

LINE PER RECORD DRAWINGS (TYP.)

NORTH

GRAPHICAL SCALE: 1"=30'

30 15 0 30 60 90

CS133

SITE DEVELOPMENT PLAN (BID

OPTION #3)

SITE DEVELOPMENT PLAN (BID

OPTION #3)

KEY MAP

(NOT TO SCALE)

1 2

3 4

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

SANGAMON COUNTY, ILLINOIS

806CM3029

JUNE 28, 2023 RPP RJP Dwg. of

NCA DESIGN

AND

CONSTRUCTION

SERVICE

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

CAMP BUTLER NATIONAL CEMETERY

REPAIR ROADS, PARKING LOTS, CURB & GUTTER;

CORRECT IT DEFICIENCIES

Above Group, Inc.

(321) 345-9026

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INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

Phone: 304-725-8456 www.ifs-ae.com

IN

TE

GRI TY FEDERAL

SERV I CE S

MATCHLINE

SEE SHEET CS121

MA

TC

HL

IN

E

SE

E

SH

EE

T

CS

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GRATED INLET TOP=576.71 INV=573.91

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GRATED INLET TOP=576.75 INV N=573.47 INV S=573.51

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GRATED INLET TOP=573.55 INV NE=570.41 INV S=570.41

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GRATED INLET TOP=569.44 INV=567.10

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GRATED INLET TOP=569.53 INV N=566.91 INV SW=566.85 INV E=566.85

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GRATED INLET TOP=566.79 INV=564.29

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GRATED INLET TOP=566.48 INV NW=567.38 INV NE=564.34

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GRATED INLET TOP=563.32 INV SW=561.22 INV E=561.18

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MANHOLE TOP=550.62 INV W=547.20 INV E=546.54

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GRATED INLET TOP=566.49 INV W=563.84 INV S=561.99 INV E=56194

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GRATED INLET TOP=565.42 INV W=562.97

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GRATED INLET TOP=565.42 INV N=562.72 INV E=562.67

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12" CMP FL=550.60

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12" RCP FL=549.24

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40" RCP FL=548.11

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GRATED INLET TOP=557.54 DROPS INTO 40" RCP

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GRATED INLET TOP=563.15 INV N=561.34 INV S=560.70

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MANHOLE TOP=568.17 INV NE=562.77 INV W=562.53

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SITE PLAN GRAPHIC LEGEND (BID OPTION #2):

DESCRIPTIONGRAPHIC DETAIL / PG

LIMITS OF WORK

SEAL CRACKS AND APPLY

SEAL COAT

LIM

IT

S

OF

E

XI

ST

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ON

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BENCHMARK #8

REBAR W/CAP

ELEV=569.09

BENCHMARK #7

REBAR W/CAP

ELEV=577.06

BENCHMARK #6

REBAR W/CAP

ELEV=535.91

W

W

W

W

W

W

W

W W

W

W

W W

E MALL DR.

SECOND DR. S

E

E

MAINTENANCE

BUILDING

OLD RIVER RD.

W

APPROXIMATE LOCATION OF IRRIGATION

LINE PER RECORD DRAWINGS (TYP.)

APPROXIMATE LOCATION OF IRRIGATION

LINE PER RECORD DRAWINGS (TYP.)

APPROXIMATE LOCATION OF IRRIGATION

STRUCTURE PER RECORD DRAWINGS (TYP.)

APPROXIMATE LOCATION OF IRRIGATION

STRUCTURE PER RECORD DRAWINGS (TYP.)

NORTH

GRAPHICAL SCALE: 1"=30'

30 15 0 30 60 90

CS134

SITE DEVELOPMENT PLAN (BID

OPTION #3)

SITE DEVELOPMENT PLAN (BID

OPTION #3)

KEY MAP

(NOT TO SCALE)

1 2

3 4

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

SANGAMON COUNTY, ILLINOIS

806CM3029

JUNE 28, 2023 RPP RJP Dwg. of

NCA DESIGN

AND

CONSTRUCTION

SERVICE

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

CAMP BUTLER NATIONAL CEMETERY

REPAIR ROADS, PARKING LOTS, CURB & GUTTER;

CORRECT IT DEFICIENCIES

Above Group, Inc.

(321) 345-9026

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INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

Phone: 304-725-8456 www.ifs-ae.com

IN

TE

GRI TY FEDERAL

SERV I CE S

MA

TC

HL

IN

E

SE

E

SH

EE

T

CS

MATCHLINE

SEE SHEET CS122

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BOREHOLE

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BOREHOLE

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BOREHOLE

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SECTION "CREMATION A" MARKER

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SECTION "F" MARKER

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FLAG HOLDER

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MANHOLE TOP=568.17 INV NE=562.77 INV W=562.53

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12" RCP

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GRATED INLET TOP=568.75 INV=566.65

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12" RCP TOP=568.80 INV NE=566.02 INV SW=566.02

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HONEYCOMB INLET TOP=573.96 INV=570.93

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MANHOLE TOP=535.72 INV=530.60

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GRATED INLET TOP=535.51 INV=532.69

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GRATED MANHOLE TOP=535.98 INV=533.49

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12" RCP FL=532.50

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GRATED INLET TOP=535.92 INV=534.07

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18" RCP

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18" RCP

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18" FES RCP FL=529.68

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18" FES RCP FL=529.89

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18" RCP

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18" FES RCP FL=530.18

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1.5" HOT-MIX ASPHALT SURFACE COURSE

3" HOT-MIX ASPHALT BINDER COURSE

12" CRUSHED AGGREGATE BASE

COURSE

COMPACTED SUBGRADE

BITUMINOUS TACK COAT

EX. CURB AND GUTTER TO REMAIN UNLESS NOTED ON PLAN,

FOR NEW CURB AND GUTTER, SEE DETAIL

NOT TO SCALE

ASPHALT PAVEMENT FULL DEPTH REPLACEMENT1

MILL 1.5" AND OVERLAY 1.5" HOT-MIX

ASPHALT SURFACE COURSE

EX. PAVEMENT

EX. AGGREGATE BASE

EX. SUBGRADE

CLEAN & SEAL ALL CRACKS IN EXISTING ASPHALT

PAVEMENT PRIOR TO OVERLAY, PLACE BITUMINOUS TACK

COAT

EX. CURB AND GUTTER TO REMAIN UNLESS NOTED ON PLAN,

FOR NEW CURB AND GUTTER, SEE DETAIL

NOT TO SCALE

NON STRUCTUREAL ASPHALT PAVEMENT MILL & OVERLAY3

PLACE 1.5" HOT-MIX ASPHALT SURFACE COURSE

PLACE 3" HOT-MIX ASPHALT BINDER COURSE ON

RE-COMPACTED AGGREGATE BASE.

RE-COMPACT EXISTING AGGREGATE

BASE COURSE AFTER MILLING

EX. SUBGRADE

EX. CURB AND GUTTER TO REMAIN UNLESS NOTED ON PLAN,

FOR NEW CURB AND GUTTER, SEE DETAIL

NOT TO SCALE

ASPHALT PAVEMENT PARTIAL DEPTH REPLACEMENT2

NOTES:

1. EXISTING ASPHALT PAVEMENT TO BE MILLED TO A TOTAL DEPTH OF 4.5". IF EXISTING ASPHALT IS LESS THAN 4.5", ALL PAVEMENT

SHALL BE REMOVED AND EXISTING AGGREGATE BASE SHALL BE EXCAVATED TO ACCOMMODATE NEW ASPHALT PAVING.

NOT TO SCALE

PAVEMENT WEDGING DETAIL4

NOTES:

1. PROVIDE PAVEMENT WEDGE TO ENSURE CLEAN TRANSITION BETWEEN EXISTING AND PROPOSED ASPHALT.

2'

EXISTING

ASPHALT

PAVEMENT

SECTION

PROPOSED ASPHALT SURFACE COURSE

TAPER MILL TO MATCH EXISTING ASPHALT PAVEMENT.

2'

1' 1'

2%

ASPHALT

PAVEMENT

SECTION

1/4" R

10" R

FINISHED

GRADE

STABILIZED

NON-YIELDING

SUBGRADE

NOTES:

1. CONCRETE SHALL BE GRADE A 4,000 PSI.

2. 8" GRADED AGGREGATE BASE AND COMPACTED SUBGRADE SHALL BE INSTALLED UNDER CURB CONSISTENT WITH

PAVEMENT TYPICAL SECTIONS.

3. ALL CURB JOINTS SHALL BE MADE BY ACCEPTABLE FORMING METHODS.

4. WHERE CURB & GUTTER ABUTS CONCRETE PAVEMENT A LONGITUDINAL JOINT WITH TIE BARS OR TIE BOLT

ASSEMBLIES SHALL BE CONSTRUCTED AT THE EDGE IN LIEU OF PAINTED BITUMINOUS MATERIAL.

10" R

NOT TO SCALE

MOUNTABLE CURB AND GUTTER5

1/4"

PREMOLDED JOINT

FILLER EXTENDING TO

BOTTOM SURFACE OF

CONCRETE.

3.5"

1/2"

JOINT SEALANT

1/4" R 1/4" R

1/8"

3/8" BACKER ROD 1.25"

3.5"

1/4" R

1.25"

JOINT SEALANT

5/8" BACKER ROD

EX. SUBGRADE

NOT TO SCALE

WHEEL STOP DETAIL6

NOTES:

1. DIMENSIONS MAY BE MODIFIED AS NEEDED BASED ON PRODUCT SUPPLIER.

6" 5'-8"

2"4" 2"

6' 4" x x x x x x x x x x x

GALVANIZED STEEL DOWELS

12"Ø X 14" LONG CENTERED IN

WHEELSTOP (3 PER

WHEELSTOP)

SOLID MOLDED WHEEL

STOP (COLOR GREY) WITH

PRE-DRILLED REBAR

HOLES FOR ASPHALT

INSTALLATION

SECTION

1"Ø HOLE (TYP.)

10"

CRUSHED AGGREGATE

BASE COURSE

10"

8"

MILL 4.5" OF PAVING SECTION. IF NECESSARY,

REMOVE EXISITING AGGREGATE BASE TO

ACCOMMODATE 4.5" NEW ASPHALT PAVING.

BITUMINOUS TACK COAT

BITUMINOUS PRIME COATBITUMINOUS PRIME COAT

BITUMINOUS TACK COAT

CS501

SITE DETAILS

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

SANGAMON COUNTY, ILLINOIS

806CM3029

JUNE 28, 2023 RPP RJP Dwg. of

NCA DESIGN

AND

CONSTRUCTION

SERVICE

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

CAMP BUTLER NATIONAL CEMETERY

REPAIR ROADS, PARKING LOTS, CURB & GUTTER;

CORRECT IT DEFICIENCIES

Above Group, Inc.

(321) 345-9026

Fil e P ath : G

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INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

Phone: 304-725-8456 www.ifs-ae.com

IN

TE

GRI TY FEDERAL

SERV I CE S

AutoCAD SHX Text

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CS501

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CS501

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4'

3' 3'

11 2" 11 2"

11 2"

9" 4"

ALL VISIBLE SURFACES

TO BE PRIMED AND PAINTED

SIGN ATTACHED TOGETHER

WITH WOOD SCREWS & LAG BOLTS

CHANGEABLE NUMBERS

3 4"

3' M

IN

FINISHED GRADE (TYP.) FINISHED GRADE (TYP.)

SIZE:

SIGN PANEL: 3' HIGH x 4' WIDE

DESCRIPTION:

SIGN USED IN CONSTRUCTION SITES TO PROVIDE

INFORMATION REGARDING FREQUENCY OF ON SITE

CONSTRUCTION RELATED ACCIDENTS. SIGN PANEL

IS BUILT WITH A REGION TO DISPLAY CHANGEABLE

NUMBERS TO INDICATE THE NUMBER OF DAYS

SINCE TIME WAS LOST DUE TO A CONSTRUCTION

ACCIDENT.

MESSAGE CONFIGURATION:

REFER TO MESSAGE LAYOUT DETAIL FOR

DIMENSIONS.

SIGN COMPONENTS:

POSTS (METAL OR WOOD) AND MEDIUM DENSITY

OVERLAY (M.D.O.) PLYWOOD OR ALUMINUM SIGN

PANEL. SIGN PANEL MAY OR MAY NOT BE FRAMED.

SIGN PANEL IS EQUIPPED WITH A REGION TO

DISPLAY CHANGEABLE NUMBERS.

GRAPHICS PROCESS:

SURFACE APPLIED VINYL OR SCREENED GRAPHICS.

COLORS:

FOR BACKGROUND, TYPE AND GRAPHIC COLORS,

REFER TO COLOR CHART IN THE VA SIGNAGE

DESIGN MANUAL "SECTION 12: NATIONAL CEMETERY

SIGNS"

TYPOGRAPHY:

HELVETICA BOLD.

MOUNTING:

POST MOUNTED SIGN PANEL.

INSTALLATION:

IT IS RECOMMENDED THAT THIS SIGN BE PLACED AT

A VISIBLE LOCATION ON A CONSTRUCTION SITE

NEAR A FIELD OFFICE.

FACE PANEL TO BE AN EXTERIOR GRADE M.D.O. SHEET

OR AN ALUMINUM SKIN LAMINATED TO A WOOD OR

PLASTIC CORE IS PREFERRED WITH EDGES PHYSICALLY

SEALED.

PLAN VIEW

4"x4" POSTS

4"

3' M

IN

END VIEWELEVATION

4"x4" POSTS

2"x4" FRAMING

2"x4" FRAMING 4"x4" POSTS (TYP.)

FACE

General Contractor's Firm Name

ELEVATION

PLAN VIEW

6"

2"x4" FRAMING

4"x4" POSTS (TYP.)

FACE

41 2" 41 2"

2'

6' 3'

1' -7

4'

-5

8'

ALL VISIBLE SURFACES

TO BE PRIMED AND

PAINTED

SIGN ATTACHED

TOGETHER WITH WOOD

SCREWS & LAG BOLTS

FACE PANEL TO BE AN EXTERIOR

GRADE. M.D.O. SHEET OR AN

ALUMINUM SKIN LAMINATED TO A

WOOD OR PLASTIC CORE IS

PREFERRED WITH EDGES

PHYSICALLY SEALED.

4"x4" POSTS

FINISHED GRADE (TYP.)

4' M

IN

EQ

EQ

4"x4" POSTS

FINISHED GRADE (TYP.)

4' M

IN

END VIEW

2"x4" FRAMING

SIZE:

SIGN PANEL: 6' HIGH x 8' WIDE

DESCRIPTION:

SIGN USED IN CONSTRUCTION SITES TO PROVIDE INFORMATION DESIGNATING

THE SPECIFIC "DEPARTMENT OF VETERANS AFFAIRS" PROJECT UNDER

CONSTRUCTION AS WELL AS THE NAME OF THE GENERAL CONTRACTOR & OTHER

PROJECT SPECIFIC CONSULTANTS.

MESSAGE CONFIGURATION:

REFER TO MESSAGE LAYOUT DETAIL FOR DIMENSIONS.

SIGN COMPONENTS:

POSTS AND FRAMED MEDIUM DENSITY OVERLAY (M.D.O.) PLYWOOD OR

ALUMINUM SIGN PANEL.

GRAPHICS PROCESS:

SURFACE APPLIED VINYL OR SCREENED GRAPHICS.

COLORS:

BACKGROUND: VA BLUE & WHITE

TYPE: BLACK

REFER TO COLOR CHART IN THE VA SIGNAGE DESIGN MANUAL "SECTION 12:

NATIONAL CEMETERY SIGNS"

TYPOGRAPHY:

HELVETICA BOLD

MOUNTING:

POST MOUNTED FRAMED SIGN PANEL.

INSTALLATION:

IT IS RECOMMENDED THAT THIS SIGN BE PLACED AT THE ENTRY, OR A VISIBLE

LOCATION, ON A CONSTRUCTION SITE.

CS502

SITE DETAILS

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

SANGAMON COUNTY, ILLINOIS

806CM3029

JUNE 28, 2023 RPP RJP Dwg. of

NCA DESIGN

AND

CONSTRUCTION

SERVICE

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

CAMP BUTLER NATIONAL CEMETERY

REPAIR ROADS, PARKING LOTS, CURB & GUTTER;

CORRECT IT DEFICIENCIES

Above Group, Inc.

(321) 345-9026

Fil e P ath : G

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AM

P

BU

TL

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N C

RO

AD

S\

EN

GI

N\

PL

AN

S\

CS

1.D

W G

INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

Phone: 304-725-8456 www.ifs-ae.com

IN

TE

GRI TY FEDERAL

SERV I CE S

NOT TO SCALE

TYPE A INLET STRUCTURE7 NOT TO SCALE

TYPE 9 FRAME AND GRATE8

NOT TO SCALE

CONSTRUCTION SIGN: SAFETY (SP-24.04)10NOT TO SCALE

CONSTRUCTION SIGN: TEXT ONLY (SP-24.01)9

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SEE IMAGE, THIS DETAIL

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NCA DESIGN AND CONSTRUCTION SERVICE

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CAMP BUTLER NATIONAL CEMETERY

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GENERAL CONTRACTOR

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REPAIR ROADS, PARKING LOTS, CURB AND GUTTER, CORRECT IT DEFICIENCIES

AutoCAD SHX Text Construction Firm Name (TBD) City & State (TBD)

AutoCAD SHX Text

ARCHITECT/ENGINEER

Intergrity Federal Services - Martinsburg, WV

TELEPHONE BACKBOARD (WALL MOUNTED)

DEVICE MOUNTING LOCATION AND HEIGHT NOTES:

1. DESK PHONES - MOUNT OUTLET 1'-6" AFF.

2. SEE VA BARRIER FREE DESIGN GUIDE PG-18-13.

OUTLET DATA ONLY - (1) CAT6A CABLE PER PORT.

# = NUMBER OF PORTS, CH = COUNTER HEIGHT

COMMUNICATION SYMBOLS

SYMBOL DESCRIPTION

TECHNOLOGY GENERAL NOTES

1. PRODUCTS SHALL BE OF MATERIALS THAT ARE SUITABLE FOR THE ENVIRONMENT IN WHICH THEY ARE TO BE INSTALLED.

2. WORKING CLEARANCES AROUND ELECTRICAL EQUIPMENT SHALL BE MAINTAINED IN COMPLIANCE WITH THE NATIONAL ELECTRICAL CODE

ARTICLE 110, COORDINATE EQUIPMENT INSTALLATION TO MAINTAIN REQUIRED CLEARANCES.

3. IF AN OUTLET BOX IS REQUIRED TO BE LOCATED IN AN ASSEMBLY OR PARTITION RATED AS "FIRE/SMOKE" OR "SMOKE" OR IDENTIFIED AS EITHER "FIRE/SMOKE" OR "SMOKE", THEN ALL OF THE FOLLOWING CONDITIONS SHALL BE MET:

A. THE OUTLET BOX SHALL BE METALLIC.

B. THE OUTLET BOX OPENINGS SHALL OCCUR ONLY ON ONE SIDE OF THE FRAMING SPACE.

C. THE OUTLET BOX OPENINGS SHALL NOT EXCEED 16 SQUARE INCHES.

D. ALL CLEARANCES BETWEEN THE OUTLET BOX AND THE WALL BOARD MATERIAL SHALL BE COMPLETELY SEALED WITH APPROVED

MATERIALS IN ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS FOR THE PROJECT.

E. PROVIDE A SUPPLEMENTAL BARRIER AROUND OUTLETS LARGER THAN 16 INCHES SO THAT THE ORIGINAL RATING OF THE PENETRATION IS

MAINTAINED.

F. THE TOTAL AGGREGATE SURFACE AREA OF THE OUTLET BOX SHALL NOT EXCEED 100 SQUARE INCHES PER 100 SQUARE FEET.

G. THE OUTLET BOX SHALL BE SEPARATED FROM OPENINGS ON THE OPPOSITE SIDE OF THE RATED PARTITION BY A MINIMUM HORIZONTAL

DISTANCE OF 24 INCHES.

H. THE OUTLET BOX SHALL BE SECURELY FASTENED TO A PARTITION FRAMING MEMBER BY MEANS OF AN APPROVED ATTACHMENT METHOD.

I. OPENINGS CUT INTO THE WALL BOARD MATERIAL SHALL NOT EXCEED 1/8 INCH BETWEEN THE EDGES OF THE OUTLET BOX AND THE EDGES

OF THE OPENING.

4. LOCATIONS OF EQUIPMENT SHOWN ON THE DRAWINGS ARE APPROXIMATE, COORDINATE EXACT EQUIPMENT LOCATION AND CONNECTION

REQUIREMENTS WITH THE APPROPRIATE TRADE PRIOR TO INSTALLATION.

5. FOR EXACT LOCATION OF CEILING MOUNTED EQUIPMENT REFER TO THE ARCHITECTURAL REFLECTED CEILING PLAN. LOCATIONS OF EQUIPMENT NOT INCLUDED ON THE REFLECTED CEILING PLAN SHALL BE COORDINATED WITH THOSE ITEMS SHOWN. COORDINATION OF CEILING MOUNTED EQUIPMENT SHALL BE PRIOR TO ANY ROUGH-IN. NOTIFY ARCHITECT OF ANY DISCREPANCY.

6. PROVIDE FINAL CONNECTIONS TO OWNER PROVIDED EQUIPMENT WHERE INDICATED ON THE PLAN DRAWINGS.

7. PRIOR TO ROUGH-IN AND INSTALLATION OF ANY FLOOR MOUNTED DEVICE, VERIFY LOCATION WITH THE ARCHITECT.

8. VERIFY AND COORDINATE THE LOCATION OF REQUIRED DIVISION 27 OUTLETS WITH OTHER TRADE DRAWINGS AND OWNER PROVIDED

EQUIPMENT.

9. ALL RACEWAY SYSTEMS SHOWN TO SUPPORT THE INSTALLATION OF THE DIVISION 27 EQUIPMENT SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR. PROVIDE COORDINATION FOR THE INSTALLATION OF THIS RACEWAY SYSTEM WITH THE ELECTRICAL CONTRACTOR.

10. EACH VOICE/DATA OUTLET LOCATION SHOWN, SHALL HAVE A DOUBLE GANG OUTLET BOX WITH A SINGLE GANG PLASTER RING AND (1) 1-1/2" CONDUIT STUBBED UP TO AN ACCESSIBLE LOCATION ABOVE THE FINISHED CEILING OR TO AN ACCESSIBLE CABLE TRAY WHERE PROVIDED.

WORK BY ELECTRICAL CONTRACTOR PER SPECS.

11. ALL BONDING AND GROUNDING ELEMENTS UTILIZED FOR STRUCTURED CABLING SYSTEM SHALL BE IN COMPLIANCE WITH SPECIFICATION

SECTION 262000.

12. PROVIDE ALL SLEEVES AS REQUIRED FOR ALL LOW VOLTAGE CABLE PATHWAYS. RESTORE THE FIRE RATING OF THE SURFACE.

13. CABLE INSTALLED BELOW SLAB SHALL HAVE INDOOR/OUTDOOR RATED JACKET FOR PROTECTION OF STRUCTURED CABLE.

14. TELECOMMUNICATIONS ROOM SHALL BE BONDED AND GROUNDED IN ACCORDANCE WITH TIA-607B.

15. ALL TELECOMMUNICATIONS CONDUITS SHALL BE PROVIDED WITH BUSHINGS AT EACH END FOR PROTECTION OF STRUCTURED CABLE.

PULL SCHEDULE REQUIREMENTS

CONTRACTOR SHALL PROVIDE PULL SCHEDULE WITH TELECOM SHOP DRAWINGS. TELECOM SHOP DRAWINGS WILL NOT BE REVIEWED

UNLESS THEY INCLUDE PULL SCHEDULES.

CAT6A COPPER CABLE COLOR CODING

WHITE

YELLOW/GREEN/GREY

ORANGE

- VOICE

- DATA

- WIRELESS

STRUCTURED CABLING SYSTEM (SCS):

THE SCS CONTRACTOR (SCSC) SHALL PROVIDE ALL BACKBONE AND HORIZONTAL CABLING,

COMPONENTS AND TERMINATIONS AS REQUIRED FOR A COMPLETE AND OPERATIONAL CABLING

SYSTEM PER INDUSTRY BEST PRACTICES AS PRESCRIBED BY BICSI AND NEC.

THE SCSC SHALL BE RESPONSIBLE FOR COORDINATION WITH THE ELECTRICAL CONTRACTOR (EC) FOR SPECIFIC LOCATIONS OF ALL TELECOMMUNICATIONS SYSTEM DEVICES, INCLUDING ANCILLARY

SYSTEM COMPONENTS AND ASSOCIATED CONDUITS PROVIDED BY THE EC.

THE ELECTRICAL CONTRACTOR (EC) SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLING ALL

ROUGH-IN COMPONENTS ASSOCIATED WITH THE TELECOMMUNICATIONS SYSTEM COMPONENTS

AS NOTED ON THE DRAWINGS AND SPECIFICATIONS, INCLUDING BUT NOT LIMITED TO, CONDUIT AND BACK-BOXES. THE EC SHALL COORDINATE ALL REQUIREMENTS WITH THE SCS CONTRACTOR.

TELECOM ROOM (TR) EQUIPMENT RACKS/CABINTS:

THE SCS CONTRACTOR (SCS) SHALL FURNISH AND INSTALL ALL EQUIPMENT RACKS. THE SCS

CONTRACTOR SHALL FURNISH AND INSTALL ALL CABLING PATCH PANELS (COPPER AND FIBER)

WITH RACK, AND SHALL BE RESPONSIBLE FOR ALL CABLE TERMINATIONS AT THE PATCH PANELS.

THE VA SHALL BE RESPONSIBLE FOR FURNISHING AND INSTALLING ALL ACTIVE EQUIPMENT,

CONTROLLERS, SWITCHES, ETC. THAT RESIDE WITHIN THESE RACKS.

GROUNDING AND BONDING:

THE EC SHALL BE RESPONSIBLE FOR INSTALLING THE GROUNDING BUSBAR(S) AS ILLUSTRATED ON THE DRAWINGS AND SPECIFICATIONS, AND CONNECTING IT TO THE BUILDING MAIN ELECTRICAL

SERVICE GROUND. THE EC SHALL BE RESPONSIBLE FOR GROUNDING ALL BACKBONE CONDUIT

AND CABLE TRAY.

THE SCSC SHALL BE RESPONSIBLE FOR GROUNDING ALL RACKS, CABINETS, ENCLOSURES,

PROTECTOR BLOCKS AND CABLE LADDER-RACK INSIDE TELECOMMUNICATIONS ROOMS.

FIRESTOPPING:

THE EC SHALL BE RESPONSIBLE FOR FIRE-STOPPING SLEEVE ASSEMBLIES TO OBTAIN A UL RATING.

THE SCSC SHALL BE RESPONSIBLE FOR FIRE-STOPPING INSIDE THE SLEEVES AFTER CABLE

INSTALLATION IS COMPLETE.

CONDUIT:

THE EC SHALL BE RESPONSIBLE TO PROVIDE AND INSTALL ALL BACKBONE AND HORIZONTAL CABLING

PATHWAYS. THIS SHALL INCLUDE ALL INTERIOR CONDUITS, PATHWAY COMPONENTS SUCH AS

JUNCTION BOXES, PULL BOXES, WALL/CEILING PENETRATIONS AND CONDUIT SLEEVES, WHETHER SHOWN ON THE DRAWINGS OR AS REQUIRED TO PENETRATE FULL-HEIGHT PARTITIONS AS SHOWN ON THE DRAWINGS. THE EC SHALL PROVIDE AND INSTALL ALL BUSHINGS ON TELECOMMUNICATIONS

CONDUITS PRIOR TO INSTALLATION OF CABLING.

THE SCSC SHALL BE RESPONSIBLE FOR ALL WIRE RACEWAYS, CABLE RUNWAY (LADDER RACK) AND

OTHER REQUIREMENTS FOR ROUTING AND SECURING CABLE INSIDE THE MAIN

TELECOMMUNICATIONS ROOM (MTR) AND ALL TR'S.

TELECOMMUNICATIONS COMMUNICATIONS OUTLETS (C.O.'S) AND DEVICES:

THE EC SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLING ALL CONDUIT AND BACK-BOXES

ASSOCIATED WITH THE TELECOMMUNICATIONS C.O.'S AND DEVICES.

THE SCSC SHALL BE RESPONSIBLE FOR INSTALLATION OF ALL STRUCTURED CABLING, JACKS,

FACEPLATES AND JUMPER/PATCH CORDS.

BACKBOARDS:

THE EC SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLING ALL BACKBOARDS AS ILLUSTRATED

ON THE DRAWINGS AND AS REQUIRED FOR A COMPLETE SYSTEM AS ILLUSTRATED IN THE

SPECIFICATIONS. THE EC SHALL BE RESPONSIBLE FOR ROUGH-IN OF ALL CONDUIT AND BACK-BOXES.

POWER CONDUITS SHALL BE CONCEALED BEHIND ALL BACKBOARDS. BACKBONE CONDUIT SHALL BE

EXPOSED AS ILLUSTRATED ON THE DRAWINGS (TR WALL ELEVATIONS).

COORDINATION NOTES:

FLOOR RECEPTACLE - (1) CAT6A CABLE PER PORT.

# = NUMBER OF PORTS, CH = COUNTER HEIGHT

TELECOMM GROUND BUS BAR, COPPER

TELECOMMUNICATIONS ABBREVIATIONS

A/C UNIT AIR CONDITIONING UNIT

A/E ARCHITECT/ENGINEER

AAP ALARM ANNUNCIATOR PANEL

AC ALTERNATING CURRENT OR ARMORED CABLE

ACC ACCESSIBLE

ADDL ADDITIONAL

ADJ ADJACENT, ADJOINING

ADO AUTOMATIC DOOR OPENER

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AHJ AUTHORITY HAVING JURISDICTION

ALT ALTERNATE

AMB OR A AMBIENT

ARCH ARCHITECT

ATS AUTOMATIC TRANSFER SWITCH

AUTO AUTOMATIC

AV AUDIO VISUAL

BAT BATTERY

BC BARE COPPER

BD BOARD

BFF BELOW FINISH FLOOR

BLDG BUILDING

BPIP BOILER PLANT INSTRUMENTATION PANEL

BYP BY PASS

C CONDUIT

CAB CABINET

CALC CALCULATE

CAP CAPACITY

CAT CATALOG

CATV COMMUNITY ANTENNA TELEVISION

CCR CONTROL CONTACTOR

CCTV CLOSED CIRCUIT TELEVISION

CD CONSTRUCTION DOCUMENTS

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR FURNISHED/CONTRACTOR INSTALLED

CF/OI CONTRACTOR FURNISHED/OWNER INSTALLED

CFE CONTRACTOR FURNISHED EQUIPMENT

CLG CEILING

CMU CONCRETE MASONRY UNIT

COAX COAX CABLE

COMM COMMUNICATION

COMPT COMPARTMENT

CONC CONCRETE

CONT CONTINUE

CONTR CONTRACTOR

COORD COORDINATE

CTV CABLE TELEVISION

CU COPPER

CU FT CUBIC FEET

CUR CURRENT

DB DECIBEL OR DIRECT BURIAL

DC DIRECT CURRENT

DEG C DEGREES CELSIUS

DEG F DEGREES FAHRENHEIT

DEMO DEMOLITION

DIAG DIAGRAM

DISTR DISTRIBUTION

DN DOWN

DRSW DOOR SWITCH

DWG DRAWING

EC EMPTY CONDUIT

EG EQUIPMENT GROUND

EL ELEVATION

ELEC ELECTRIC OR ELECTRICAL

ELEV ELEVATOR

EMER EMERGENCY

EMI ELECTROMAGNETIC INTERFERENCE

EMT ELECTRICAL METALLIC TUBING

ENCL ENCLOSURE

EPO EMERGENCY POWER OFF

ESMT EASEMENT

EXIST EXISTING

FLEX FLEXIBLE METALLIC CONDUIT

FOUTT TELEPHONE FLOOR OUTLET

FP FIRE PROTECTION

FT FEET OR FOOT

G OR GND GROUND OR GENERATOR

GEN GENERATOR

GTB GROUND TERMINAL BOX

HT HEIGHT

HZ HERTZ

IMC INTERMEDIATE METAL CONDUIT

IR INFRARED

J-BOX JUNCTION BOX

LF LINEAR FEET (FOOT)

LTNG LIGHTNING

LV LOW VOLTAGE

MATV MASTER ANTENNA TELEVISION SYSTEM

MAX MAXIMUM

MECH MECHANICAL

MH MANHOLE

MIN MINIMUM

MT MOUNT

MTD MOUNTED

MTG MOUNTING

NA NOT APPLICABLE

NEC NATIONAL ELECTRICAL CODE

NEUT OR N NEUTRAL

NIC NOT IN CONTRACT

NS NO SCALE

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

P POLE

PA PUBLIC ADDRESS

PB PANELBOARD, PULL BOX, OR PUSHBUTTON

PBPU PREFABRICATED BEDSIDE PATIENT UNIT

PED PEDESTAL

PEND PENDANT

PF POWER FACTOR

PH PHASE

PNL PANEL

POTS PLAIN OLD TELEPHONE SYSTEM

PVC POLYVINYL CHLORIDE (PLASTIC)

PWR POWER

RCP REFLECTED CEILING PLAN

REC RECESSED

RECPT RECEPTACLE

RGS RIGID GALVANIZED STEEL

RM ROOM

REQD REQUIRED

SF SQUARE FOOT (FEET)

SHT SHEET

SI INTERNATIONAL SYSTEM OF UNITS

SPEC SPECIFICATION

SURF SURFACE

SW SWITCH

TEL TELEPHONE

TP TWISTED PAIR

TPS TWISTED PAIR SHIELDED

TTB TELEPHONE TERMINAL BOARD

TV TELEVISION

TYP TYPICAL

TMGB TELECOMMUNICATIONS MAIN GROUND BUSBAR

TGB TELECOMMUNICATIONS GROUND BUSBAR

MSB MAIN SWITCH BOARD

TBB TELECOMMUNICATIONS BONDING BACKBONE

UFD UNDERFLOOR DUCT

UGND UNDERGROUND

UL UNDERWRITERS LABORATORY

UON UNLESS OTHERWISE NOTED

UPS UNINTERRUPTIBLE POWER SUPPLY

UTIL UTILITY

V VOLT

WP WEATHERPROOF

ELECTRICAL GENERAL NOTES

WHERE THERE IS A DISCREPANCY BETWEEN ABOVE GENERAL NOTES AND SPECIFICATIONS,

WHERE APPLICABLE, SPECIFICATIONS SHALL BE FOLLOWED

APPLICABLE CODES

1. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA), INCLUDING (BUT NOT LIMITED TO):

a. NATIONAL ELECTRICAL CODE (NEC), NFPA 70 - 2023

b. NATIONAL FIRE ALARM CODE, NFPA 72 - 2022

c. LIFE SAFETY CODE, NFPA 101 – 2021

2. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI), INCLUDING (BUT NOT LIMITED TO):

a. NATIONAL ELECTRICAL SAFETY CODE, ANSI C2

3. OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA)

4. FEDERAL COMMUNICATION COMMISSION (FCC)

5. NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA)

6. INSULATED CABLE ENGINEERS ASSOCIATION (ICEA)

7. INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE)

8. NATIONAL ELECTRICAL TESTING ASSOCIATION (NETA)

9. AMERICAN SOCIETY OF TESTING AND MATERIALS (ASTM)

10. ILLUMINATION ENGINEERING SOCIETY (IES)

11. ANTI-FRICTION BEARING MANUFACTURERS ASSOCIATION (AFBMA)

12. BUILDING OFFICIALS AND CODE ADMINISTRATORS INTERNATIONAL, INC. (BOCA)

13. INTERNATIONAL CODE COUNCIL (ICC):

a. INTERNATIONAL BUILDING CODE (IBC)

14. UNIFORM BUILDING CODE (UBC)

15. INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS (ICBO)

a. INTERNATIONAL ENERGY CONSERVATION CODE (IECC), ENDORSED BY THE U.S. DEPARTMENT OF ENERGY (DOE)

16. COMBINED ANSI/ASHRAE/IES STANDARD 90.1 – “ENERGY STANDARD FOR BUILDINGS EXCEPT LOW-RISE RESIDENTIAL

BUILDINGS”

17. NATIONAL ELECTRICAL CONTRACTORS ASSOCIATION INSTALLATION STANDARDS (NECA)

18. AMERICANS WITH DISABILITIES ACT (ADA)

19. APPLICABLE STATE AND LOCAL CODES, AMENDMENTS, REGULATIONS, AND PRACTICES.

20. APPLICABLE REGULATORY REQUIREMENTS AND ADVISORY PRACTICES OF APPROPRIATE

a. AUTHORITIES HAVING JURISDICTION (AHJs).

21. APPLICABLE STANDARDS, REGULATIONS, AND PRACTICES OF THE OWNER.

1. THE DRAWINGS AND APPLICABLE SPECIFICATIONS SHALL BE CONSIDERED SUPPLEMENTARY, ONE TO THE OTHER AND ARE CONSIDERED THE "CONTRACT DOCUMENTS". ALL WORKMANSHIP, METHODS AND/OR MATERIALS DESCRIBED OR IMPLIED BY ONE AND NOT DESCRIBED OR IMPLIED BY THE OTHER SHALL BE PROVIDED, FURNISHED OR PERFORMED AS IF IT HAD APPEARED IN BOTH SECTIONS. THE TERM "CONTRACT DOCUMENTS" DESCRIBED HEREIN IS NOT LIMITED SOLELY TO THE ELECTRICAL PORTION OF THE DRAWINGS AND SPECIFICATIONS, BUT

ENCOMPASSES THE DRAWINGS AND SPECIFICATIONS OF ALL DIVISIONS AS A WHOLE.

2. PROVIDE AN OPERATING AND MAINTENANCE MANUAL TO OWNER PRIOR TO THE FINAL ACCEPTANCE. THE MANUAL SHALL INCLUDE, AS A MINIMUM, (1) SUBMITTAL DATA STATING EQUIPMENT RATING AND SELECTED OPTIONS FOR EACH PIECE OF EQUIPMENT REQUIRING MAINTENANCE. ALSO PROVIDE TWO OPERATIONS AND MAINTENANCE MANUALS FOR EACH PIECE OF EQUIPMENT REQUIRING MAINTENANCE. REQUIRED ROUTINE MAINTENANCE ACTIONS AND METHOD OF OPERATION FOR EQUIPMENT SHALL BE CLEARLY IDENTIFIED, AND THE NAME, PHONE NUMBER AND

ADDRESS OF AT LEAST ONE QUALIFIED SERVICE AGENCY.

3. INCLUDE IN BID THE TRANSPORT AND DISPOSAL OR RECYCLING OF ALL WASTE MATERIALS GENERATED BY THIS PROJECT IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL RULES, REGULATIONS AND GUIDELINES APPLICABLE. COMPLY FULLY WITH LOCAL STATUTES REGARDING MERCURY-CONTAINING DEVICES, AND WITH ALL DEP AND EPA APPLICABLE GUIDELINES AT THE TIME OF DISPOSAL. PROVIDE OWNER WITH WRITTEN CERTIFICATION

OF ACCEPTED DISPOSAL.

4. ALL BRANCH CIRCUITS SHALL BE FURNISHED WITH A DEDICATED NEUTRAL. SHARED NEUTRALS ARE NOT ALLOWED

UNLESS SPECIFICALLY NOTED ON THE DRAWINGS.

5. VERIFY AND COORDINATE LOCATIONS OF ANY MISCELLANEOUS EQUIPMENT REQUIRING ELECTRICAL CONNECTIONS (I.E., COPIERS, FAX MACHINES, PRINTERS, KITCHEN APPLIANCES, LAUNDRY APPLIANCES, PROJECTION SCREENS, SHOP TOOLS, MACHINE, ELEVATORS, ETC.) WITH APPROVED SHOP DRAWINGS, OWNER-PROVIDED CUT SHEETS, MANUFACTURER'S INSTRUCTIONS, AND EQUIPMENT NAMEPLATE INFORMATION, PRIOR TO ROUGH IN, AND PROVIDE

ALL NECESSARY ELECTRICAL REQUIRED.

6. ALL WORK ON THE ELECTRICAL SYSTEM REQUIRED BY THE CONTRACT DOCUMENTS SHALL BE COORDINATED WITH THE WORK OF ALL OTHER DIVISIONS/TRADES PRIOR TO COMMENCEMENT OF WORK. AVOID INTERFERENCES WITH

THE PROGRESS OF OTHER DIVISIONS/TRADES.

7. ROUTING OF CONDUIT IS DIAGRAMMATIC AND NOT INTENDED TO SHOW REQUIRED OFFSETS AND DETAILS.

COORDINATE EXACT ROUTING WITH FIELD CONDITIONS AND OTHER TRADES.

8. WHERE A DISCREPANCY OR CONFLICT IS FOUND BETWEEN ONE DRAWING AND ANOTHER, OR BETWEEN A DRAWING AND APPLICABLE SPECIFICATIONS, NOTIFY THE ARCHITECT/ENGINEER IMMEDIATELY IN WRITTEN FORM. IN GENERAL, THE MOST STRINGENT REQUIREMENT SHALL GOVERN UNLESS THE DISCREPANCY CONFLICTS WITH APPLICABLE CODES OR OWNER'S DESIGN STANDARDS, WHEREIN THE CODE OR OWNER'S DESIGN STANDARDS SHALL GOVERN.

9. COORDINATE ALL PROJECT SCHEDULING AND PHASING REQUIREMENTS WITH ARCHITECT/ENGINEER AND OWNER PRIOR TO SUBMITTING BID PRICE. THIS PROJECT MAY REQUIRE PHASING SEQUENCES AND POTENTIAL PREMIUM TIME WORK AND ALL COSTS FOR SUCH SHALL BE INCLUDED IN THE BID PRICE. PROVIDE ADEQUATE WORK FORCE AND EQUIPMENT, AND INCLUDE PREMIUM TIME AS MAY BE REQUIRED IN ORDER TO ADHERE TO THE PROJECT SCHEDULE. ADDITIONALLY, ENSURE THAT LONG LEAD ITEMS DO NOT IMPACT THE PROJECT'S SCHEDULE OR

PHASING.

10. ANY TEMPORARY INTERRUPTION ON POWER REQUIRED FOR THE SYSTEM TIE-IN OR SWITCHOVER FOR ANY PORTION OF THE ELECTRICAL SYSTEM SHALL BE PRE-APPROVED IN WRITING BY THE OWNER AND SCHEDULED IN

ADVANCE.

11. CONDUCT WORK OPERATIONS AND DEBRIS REMOVAL IN A MANNER THAT ENSURES MINIMUM INTERFERENCE WITH NORMAL BUSINESS OPERATIONS, TRAFFIC, PARKING, ETC. ONGOING IN ADJACENT OCCUPIED SPACES OR FACILITIES. PROVIDE ALL THAT IS REQUIRED TO EFFECTIVELY PROTECT SURROUNDING OCCUPANTS, EQUIPMENT, FINISHES, FURNITURE, ETC. FROM DAMAGE OR EXCESSIVE NOISE THROUGHOUT THE DURATION OF THIS PROJECT.

CONTRACTOR IS RESPONSIBLE FOR ANY LOSSES OR DAMAGE. ANY DAMAGE RESULTING FROM THE FAILURE TO ADHERE TO THIS REQUIREMENT. RESTORE DAMAGED ELEMENTS TO ORIGINAL CONDITION BY THE CONTRACTOR TO THE SATISFACTION OF THE ARCHITECT/ENGINEER AND OWNER, AT NO ADDITIONAL COSTS. REPORT OF ANY SUCH OCCURRENCE TO THE ARCHITECT/ENGINEER AND OWNER IMMEDIATELY AND AWAIT WRITTEN DIRECTION PRIOR TO

PROCEEDING WITH REPAIRS.

12. THE EXCLUSIVELY DEDICATED SPACE EXTENDING FROM FLOOR TO 6' ABOVE EQUIPMENT OR STRUCTURAL CEILING, WHICHEVER DISTANCE IS LOWER, WITH A WIDTH AND DEPTH OF THE PANELBOARD OR SWITCHBOARD MUST BE CLEAR OF ALL PIPING, DUCTS, EQUIPMENT FOREIGN TO THE ELECTRICAL EQUIPMENT OR ARCHITECTURAL

APPURTENANCES IN ACCORDANCE WITH NEC.

13. THE INFRASTRUCTURE FOR THE VOICE/DATA TELECOMMUNICATIONS SYSTEM (CONDUITS, ELECTRICAL BOXES) SHALL BE INSTALLED BY DIVISION 26. THE TELECOMMUNICATIONS CONTRACTOR SHALL PROVIDE AND INSTALL THE WIRE AND CABLE FOR THE SYSTEM AND ALL REQUIRED EQUIPMENT AND COMPONENTS. INSTALLATION OF THE CONDUITS AND ELECTRICAL BOXES SHALL BE UNDER THE DIRECT SUPERVISION OF THE TELECOMMUNICATIONS CONTRACTOR. COORDINATE EXACT LOCATIONS OF DEVICES, RACEWAY LOCATIONS, SIZES AND QUANTITY, CONDUIT

STUB-UPS PRIOR TO ROUGH IN.

14. UNLESS NOTED AS EXISTING, ALL ELECTRICAL INDICATED ON THE CONTRACT DOCUMENTS SHALL BE NEW, SHALL BE U.L. LISTED, AND SHALL BEAR A U.L. LABEL. WHERE NO U.L. LABEL OR LISTING IS AVAILABLE, THE MATERIAL SHALL BE LISTED WITH AN APPROVED, NATIONALLY RECOGNIZED ELECTRICAL TESTING AGENCY.

15. PROVIDE EXPERIENCED, QUALIFIED AND RESPONSIBLE SUPERVISION FOR ALL WORK REQUIRED BY THE CONTRACT DOCUMENTS. ALL ELECTRICAL EQUIPMENT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER, TO THE

SATISFACTION OF THE ARCHITECT/ENGINEER AND OWNER.

16. THE ELECTRICAL PORTION OF THE CONTRACT DOCUMENTS ARE COORDINATED WITH THE DESIGN BASIS EQUIPMENT SPECIFIED BY DIVISION 26 AND OTHER DIVISIONS. WHERE THE CONTRACTOR ELECTS TO SUBSTITUTE A PRODUCT IN LIEU OF PROVIDING THE DESIGN BASIS, AND SAID SUBSTITUTION IS ACCEPTED BY THE A/E AND OWNER, THE CONTRACTOR SHALL MAKE ALL CORRECTIONS TO THE ELECTRICAL SYSTEM NECESSARY IN ORDER TO ENSURE A COMPLETE AND OPERATIONAL INSTALLATION OF THE EQUIPMENT AT NO ADDITIONAL COSTS. WHERE THE CONTRACTOR'S DESIGN SUBSTITUTION RESULTS IN THE NEED FOR THE ENGINEER TO REVISE THE CONTRACT DOCUMENTS, THE ENGINEER RESERVES THE RIGHT TO REQUEST COMPENSATION FROM THE CONTRACTOR FOR

SAID SERVICES.

17. MAINTAIN A CURRENT AND ACCURATE SET OF PROJECT RECORD DOCUMENTS (AS-BUILTS) AT THE SITE THROUGHOUT THE DURATION OF THE PROJECT. RECORD DRAWINGS SHALL BE UPDATED EACH DAY TO REFLECT THE ACTUAL LOCATIONS, SIZES, ROUTING, ETC. OF EACH PORTION OF THE ELECTRICAL SYSTEM AFFECTED BY THIS WORK. A FINAL SET OF RECORD DOCUMENTS SHALL BE ISSUED TO THE A/E FOR REVIEW AND THEN SUBMITTED TO THE OWNER WITHIN 30 DAYS AFTER THE DATE OF FINAL ACCEPTANCE. PROVIDE RECORD DRAWINGS OF THE ACTUAL INSTALLATION INCLUDING SINGLE LINE DIAGRAM, POWER RISER DIAGRAM OF THE BUILDING ELECTRICAL DISTRIBUTION SYSTEM, SITE PLANS AND ALL ELECTRICAL FLOOR PLANS, DETAILS, PANEL SCHEDULES, ETC.

18. OWNER FURNISHED EQUIPMENT: VERIFY AND COORDINATE ELECTRICAL ROUGH IN REQUIREMENTS FOR OWNER

FURNISHED EQUIPMENT PRIOR TO ROUGH IN.

19. WHERE SUBMITTED EQUIPMENT REQUIRES REVISION TO OVERCURRENT PROTECTION, CONDUIT OR WIRING, MAKE

CHANGES IN ACCORDANCE WITH APPLICABLE CODES.

ELECTRICAL DEMOLITION NOTES

1. THE FACILITY WILL REMAIN OCCUPIED DURING RENOVATIONS.

2. DEVICES, LIGHT FIXTURES AND EQUIPMENT SHOWN IN DASHED LINE TYPE ARE EXISTING TO BE DEMOLISHED; DEVICES, LIGHT

FIXTURES AND EQUIPMENT SHOWN IN LIGHT SOLID LINE TYPE ARE EXISTING TO REMAIN, UNLESS OTHERWISE NOTED.

3. EXISTING EQUIPMENT, LIGHT FIXTURES, DEVICES SHOWN ARE BASED ON FIELD SURVEYS AND RECORD DRAWINGS PROVIDED

BY THE OWNER, AND IS NOT NECESSARILY ALL INCLUSIVE IN EVERY AREA AS FAR AS EXISTING ELECTRICAL EQUIPMENT, LIGHT FIXTURES AND DEVICES. EXISTING CIRCUITING SHOWN IS BASED ON RECORD DRAWINGS AND THE SURVEYED PANEL DIRECTORIES, WHERE THEY WERE AVAILABLE. THE ACTUAL CONDITIONS MAY VARY. ALL EXISTING CONDITIONS MUST BE VERIFIED PRIOR TO BID. THE CONDITIONS SHOWN ARE INTENDED TO SHOW THE LOCATIONS OF EXISTING DEVICES, LIGHT FIXTURES AND EQUIPMENT, WHERE SHOWN ON THE PLAN DRAWINGS, AND IN NO WAY RELIEVES THE CONTRACTOR FROM PROVIDING ANY AND ALL COORDINATION NECESSARY TO COMPLETE THE NEW WORK. FIELD CONDITIONS SHALL GOVERN.

4. WHERE EXISTING DEVICES ARE INDICATED TO REMAIN OR RELOCATED, LOCATED WITHIN THE SCOPE OF THIS PROJECT AND EXISTING CIRCUITING INFORMATION IS UNAVAILABLE, CONTRACTOR IS TO PROVIDE CIRCUIT TRACING TO IDENTIFY PANEL AND CIRCUIT DEVICES ARE CONNECTED TO AND PROVIDE THAT INFORMATION TO A/E PRIOR TO ROUTING CONDUITS AND WIRING

FOR NEW DEVICES AND EQUIPMENT WITHIN THE SCOPE OF THIS PROJECT.

5. PRIOR TO DEMOLITION, FIELD VERIFY CONDUIT AND WIRING WHICH SERVES AREAS OUTSIDE THE SCOPE OF WORK AND

PASSES THROUGH THE AREA OF WORK. MAINTAIN CONTINUITY OF SYSTEMS.

6. WHERE EXISTING DEVICES ARE TO REMAIN, CONTRACTOR MUST EXTEND EXISTING CIRCUITING WHERE NECESSARY TO

MAINTAIN CONTINUITY OF CIRCUIT.

7. COORDINATE WITH THE OWNER FOR DISPOSITION OF ELECTRICAL ITEMS TO BE DEMOLISHED. OWNER SHALL HAVE THE OPTION TO RETAIN REUSABLE ITEMS SUCH AS COVERPLATES, RECEPTACLES, LIGHT FIXTURES, PANELBOARDS, TRANSFORMERS, ETC. NOT BEING USED IN THE FINISHED WORK. COORDINATE WITH THE OWNER PRIOR TO START OF DEMOLITION. PROPERLY AND LEGALLY DISPOSE OF ALL EQUIPMENT AND MATERIALS BEING REMOVED.

8. COORDINATE EXACT AREAS, WALLS, CEILINGS, ETC. TO BE DEMOLISHED WITH ARCHITECTURAL, STRUCTURAL, PLUMBING AND

MECHANICAL DEMOLITION PLANS.

9. WHERE EXISTING DEVICES, LIGHT FIXTURES AND EQUIPMENT ARE INDICATED TO BE DEMOLISHED, REMOVE ASSOCIATED CONDUIT AND WIRING BACK TO SOURCE PANEL OR TO NEAREST JUNCTION BOX TO MAINTAIN CIRCUIT CONTINUITY OF DEVICES TO REMAIN AND EQUIPMENT TO REMAIN. WHERE PANELS ARE TO BE REMAIN, TURN BREAKER TO "OFF" POSITION

AND LABEL THE CIRCUIT AS "SPARE" ON THE PANEL DIRECTORY.

10. ALL AREAS OUTSIDE THE SCOPE OF CONSTRUCTION ARE TO REMAIN ENERGIZED. COORDINATE PHASING WITH CONSTRUCTION MANAGER AND OWNER PRIOR TO DEMOLITION WHICH MAY RESULT IN INTERRUPTION OF POWER.

11. REMOVE ALL CONDUIT LEFT EXPOSED BY REMOVAL OF WALLS AND CEILINGS IN REMODELED OR RENOVATED AREA. CAP BOTH ENDS OF REMAINING CONDUIT IN WALL OR FLOOR WHERE CUT. REMOVE ALL ASSOCIATED SUPPORTS. REMOVE WIRING

BACK TO SOURCE OF VOLTAGE.

12. CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING ALL OPENINGS IN EXISTING CONSTRUCTION AFTER REMOVAL OF EQUIPMENT AND ELECTRICAL DEVICES, UNLESS OTHERWISE NOTED ON ARCHITECTURAL PLANS. REPAIRS ARE TO BE DONE TO LOGICAL EDGES OF SURFACES AFFECTED AND SHALL MATCH IMMEDIATE ADJACENT AREAS IN CONSTRUCTION, MATERIAL, FIRE RATING, FINISH AND COLOR.

13. PROVIDE BLANK COVERPLATES WHERE DEVICES ARE BEING REMOVED FROM EXISTING WALLS TO REMAIN. MATCH COLOR OF

NEW ADJACENT DEVICE COVERPLATES.

14. FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO COMMENCEMENT OF WORK AND OBTAIN

CLARIFICATIONS FROM ARCHITECT/ENGINEER IF NECESSARY.

15. COORDINATE SERVICE INTERRUPTION WITH CONSTRUCTION MANAGER, OWNER, LANDLORD, AND UTILITY COMPANY, WHERE APPLICABLE, AND DO NOT INTERRUPT POWER WITHOUT WRITTEN PERMISSION. PROVIDE A MINIMUM OF ONE WEEK'S

WRITTEN NOTIFICATION WHEN POWER IS DESIRED TO BE INTERRUPTED.

16. EXERCISE EXTREME CAUTION WHEN REMOVING/ RELOCATING WIRING AND EQUIPMENT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT OTHER WIRING DEVICES, EQUIPMENT AND LIGHT FIXTURES THAT MAY BE CONNECTED TO

THE SAME CIRCUIT REMAIN OPERATIONAL AND ACTIVE.

17. INFORMATION INDICATED IN THE DEMOLITION PORTION OF THE CONTRACT DRAWINGS IS DIAGRAMMATIC IN NATURE. FIELD VERIFY ELECTRICAL CIRCUIT HOMERUNS TO ALL ELECTRICAL ITEMS SCHEDULED TO BE DEMOLISHED AND PERFORM THE

WORK AS INTENDED AND DEPICTED ON THE DRAWINGS.

18. UPDATE ALL EXISTING ELECTRICAL EQUIPMENT NAMEPLATES AND DIRECTORIES AS NECESSARY TO REFLECT FINAL AS-BUILT

CONDITIONS AT THE END OF CONSTRUCTION.

19. STORE ITEMS INDICATED TO BE RETURNED TO THE OWNER IN A DRY, CLEAN AND PROTECTED AREA. NOTIFY OWNER WHEN

ITEMS ARE READY TO BE REMOVED.

20. SCHEDULE ALL POWER INTERRUPTION WITH OWNER FOR EXACT DATE, TIME AND DURATION. PROVIDE A MINIMUM OF 72 HOURS NOTICE PRIOR TO DISCONNECTING ANY POWER TO ANY PORTION OF THE BUILDING, AND MAKE ARRANGEMENTS TO MAINTAIN POWER TO ALL CRITICAL EQUIPMENT AS NEEDED AND REQUESTED BY THE OWNER PRIOR TO COMMENCEMENT OF

WORK.

21. THE DEMOLITION PLAN IS NOT INCLUSIVE OF ALL ELECTRICAL DEVICES WITHIN THE PROJECT AREA. IT IS INTENDED TO PROVIDE A GENERAL KNOWLEDGE OF THE EXISTING CONDITIONS WITHIN THE PROJECT AREA. ANY DISCREPANCIES OR CONDITIONS NOT SHOWN ON THE PLAN SHALL BE BROUGHT TO THE ATTENTION OF THE A/E. THE CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED ELECTRICAL DEMOLITION WHETHER INDICATED ON THE PLANS OR NOT.

22. ALL CONDUITS SERVING OTHER SPACES THAT RUN THROUGH THE PROJECT AREA SHALL REMAIN ACTIVE DURING CONSTRUCTION SO AS NOT TO CAUSE DISRUPTION TO THESE OTHER SPACES. ENSURE THAT ALL CONDUITS, NEW OR EXISTING WITHIN THE PROJECT AREA ARE PROPERLY SUPPORTED IN ACCORDANCE WITH THE NEC. ANY EXISTING CONDUIT IS INSTALLED BELOW THE HEIGHT OF THE NEW CEILING SHALL BE RELOCATED TO ABOVE THE NEW CEILING HEIGHT.

23. REMOVE ALL ABANDONED WIRING AND CONDUIT THAT IS WITHIN THE PROJECT AREA PRIOR TO THE END OF CONSTRUCTION.

24. UPDATE PANELBOARD DIRECTORIES WHICH ARE MODIFIED BY THIS PROJECT.

25. REPAIR DISTURBED AREAS TO MATCH EXISTING CONDITIONS.

NEW (HEAVY, SOLID LINE)

EXISTING TO REMAIN (LIGHT, SOLID LINE)

EXISTING TO BE…