Plans Part 2.pdf

PDF 7 MB Posted Mar 13, 2023

Attached to: Y1PZ--890CM3014: Gravesite Expansion, Ft McPherson National Cemetery
Solicitation number: 36C78623B0001
Issued by: Department of Veterans Affairs National Cemetery Administration

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Written by GovTribe AI · Dec 28, 2023

This federal contract opportunity solicitation requests proposals for a gravesite expansion project at Fort McPherson National Cemetery in Maxwell, Nebraska. The solicitation specifies that the contractor shall provide all management, supervision, labor, equipment, materials and tools necessary to prepare the site for construction, including demolition and removal of existing structures, and perform all work in accordance with the drawings and specifications. The period of performance is 365 calendar days from the notice to proceed. Work hours are generally 7:30 a.m. to 4:00 p.m. Monday through Friday, excluding federal holidays, though some work outside normal hours may be approved. The contractor must adhere to dignified standards of conduct and respect when working in the national cemetery.

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Other files

File	Type	Posted
36C78623B0001 0003.pdf	PDF	May 4, 2023
Concrete Pavement Detail.pdf	PDF	May 4, 2023
36C78623B0001 0003.docx	DOCX document	May 4, 2023
36C78623B0001 0002.docx	DOCX document	Apr 21, 2023
36C78623B0001 0001.docx	DOCX document	Apr 19, 2023
DOL Wage Determination Lincoln County NE.pdf	PDF	Mar 13, 2023
Cost Estimate Worksheet.pdf	PDF	Mar 13, 2023
Past Performance.pdf	PDF	Mar 13, 2023
Plans Part 1.pdf	PDF	Mar 13, 2023
Specifications.pdf	PDF	Mar 13, 2023
WAGE-RATES.pdf	PDF	Mar 13, 2023
RFI Form.pdf	PDF	Mar 13, 2023
IFB _ 36C78623B0001.pdf	PDF	Mar 13, 2023

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4' -0

7' -0

7'-7" FACE TO FACE

8'-0" CTR TO CTR

POST CAP

5" SQ. POST W/

ALUMINUM POST

INSERT

7/8" U-CHANNEL

7/8" X 6" INTERLOCKING

TONGUE AND GROOVE

PICKETS

1 1/2" X 5 1/2" RAIL W/

ALUMINUM REINFORCING

1 1/2" X 5 1/2" SLOTTED BOTTOM RAIL

W/ ALUMINUM REINFORCING

3000 PSI CONCRETE FOOTING, TYP.

2' -6

DRAINAGE STONE, TYP.

NOTES:

1. BASIS OF DESIGN IS 'RAINIER

PRIVACY FENCE', COLOR

MOCHA WALNUT, BY VINYL

FENCE WHOLESALER

2. FENCE SHALL BE WIND

CERTIFIED FOR UP TO 130 MPH

WITH LIFETIME WARRANTY 6"

BID OPTION 1: CONCRETE

MOW STRIP

COMPACTED SUBGRADE, TYP.1' DIA.

DT501

"G " M

"H " M

"F"

MIN. DIA.

"D"

"E"

"A" MIN. DIA.

"C"

"B"

NOTES:

THE UNDEREXPOSED SURFACE OF THE FLAGPOLE

(BELOW GRADE) SHALL RECEIVE A HEAVY COAT OF

BLACK ASPHALTIC PAINT INSIDE AND OUT BEFORE

SHIPMENT

POLE MATERIAL:

FLAGPOLE SHALL BE MADE FROM 6063-T6 ALLOY

SEAMLESS COLD DRAWN EXTRUDED ALUMINUM

TUBING

POLE FINISH: SEE SPECIFICATIONS

FLAG SIZE BASIS OF DESIGN 5'X8'. P.O.W. FLAG

GOVERNMENT PROVIDED.

BASIS OF DESIGN: 30' HT. POLE EDER FLAG MODEL

EC30IH DELUXE IH SERIES WITH 'M' WINCH. NO

MONTHLY LUBRICATION NEEDED.

GOLD ANODIZED ALUMINUM FINAL

BALL (SEE SPECS.)

CONE STYLE, REVOLVING, INTERNAL

HALYARD TRUCK (SEE SPECS)

FLAG (N.I.C.) - PROVIDED BY OWNER,

INSTALLED BY CONTRACTOR

COVERED COUNTERWEIGHT & NYLON

BEADED RETAINER (SEE SPECS);

LOOP WITH NICKEL PLATED SNAP

HOOKS

FIELD SPLICE: SEE SPECIFICATIONS FOR

REQUIREMENTS IF APPLICABLE (NOT

ALLOWED FOR POLES LESS THAN OR EQUAL

TO 35')

WINCH

ASSEMBLY

E.J.

FINISH

GRADE

FLAGPOLE (SEE SPECIFICATIONS)

SILICONE SEALANT AROUND

ALUMINUM FLASHING COLLAR

WATERPROOF CEMENT SEALANT 2" MIN. DEPTH

5" CONC. WALK PVMT.

4 HARDWOOD WEDGES (TEMP.)

PACKED DRY SAND

1/16" (16 GA.) GALV. CORRUG. STEEL SLEEVE EXTENDED UP

TO FINISH GRADE

3500 psi MIN. CONCRETE

4 STEEL WEDGES WELDED TO STEEL PLATE

WELDED STEEL BASE PLATE

6" SQUARE STEEL SUPPORT PLATE WELDED TO SPIKE

3/4" Ø x (MIN. 6" BELOW CONC.) ATTACH LIGHTENING KIT TO ROD

WELDED TO PLATES

LIGHTENING KIT COPPER WIRE (SEE SPECIFICATIONS)

EXISTING

COMPACTED

SUBGRADE

1'-0"

MIN.,

TYP.

93 4"

2" M

3" M

7' -0

" H T.

4' -0

11 2" TM

3-3/4" TYP.

6' O.C. NOM.

NOTES:

1. BASIS OF DESIGN SHALL BE

AMERISTAR ECHELON 2 MAJESTIC,

4 RAILS. SEE SPECIFICATIONS.

2. POLYESTER POWDER COATING

FINISH, COLOR: BLACK

1 3/4" AMERISTAR

ECHELON 2 RAIL OR

EQUIVALENT, TYP.

POST 4" SQ.

ALUMINUM POSTS

1" SQ.16GA

PICKET, TYP.

BRACKET OPTIONS TO BE

SELECTED BY OWNER

BID OPTION 1:

CONCRETE MOW

STRIP

6" DRAINAGE STONE

DT501

4" O.D. STEEL

SCHEDULE 40 PIPE

RAIL W/ END CAPS

2.875" O.D. STEEL SCHEDULE 40 SUPPORT

PIPE RAILS, FULL SEAM WELDS

6.625" O.D. SCHEDULE 80

STEEL GATE

POST WITH TOP CAP

4' -0

-0

18"DIA.

TYP.

3' -6

3,000 PSI

CONC. MIN.

HEAVY DUTY GALVANIZED

HINGES PER MANUFACTURER'S

RECOMMENDATIONS, TYP.

NOTES:

1. MANUFACTURER TO SUBMIT SHOP DRAWINGS FOR APPROVAL

2. INSTALL OPEN HOLD POSTS FOR EACH GATE LEAF. POSTS SHALL BE CONC. FILLED STEEL BOLLARDS, LOCATED 15'

BEYOND GATE POSTS, 4' OFF OF THE EDGE OF PAVEMENT. MEASURE FROM CENTER OF POST AND BOLLARD.

3. ALL GATE MEMBERS ARE TO BE GALVANIZED AND POWDERCOATED BLACK.

4. GATE ARMS AND POSTS ARE TO BE RETROREFLECTORIZED ON BOTH SIDES OF GATE WITH MUTCD COMPLIANT

OBJECT MARKERS AND STRIPES.

MUTCD TYPE 2 (REFLECTIVE YELLOW)

OBJECT MARKER ON EACH POST AND

BOTH SIDES OF GATE

ALTERNATING RED/WHITE

REFLECTIVE STRIPES BOTH

SIDES OF GATE IN COMPLIANCE

WITH MUTCD, TYP.

1'-4"

TYP.

1'-4"

TYP.

LOOP FOR ANCHORING GATE IN

OPEN POSTITION, CENTER OF

RAIL, 12" FROM END RAIL, EACH LEAF

6" DEPTH DRAINAGE STONE, TYP.

GRAVEL PAVEMENT, TYP.

EQ.12'EQ.

16'

6.625" O.D. SCHEDULE 80 STEEL GATE

POST WITH TOP CAP AND LATCH

LOCKING LATCH AND SADDLE SECTION

4' -0

7' -0

16' OPENING

POST CAP

5" SQ. GATE POST W/

GALV. STEEL POST

INSERT

7/8" U-CHANNEL

7/8" X 6" INTERLOCKING

TONGUE AND GROOVE

PICKETS

1 1/2" X 5 1/2" GATE RAIL W/

ALUMINUM REINFORCING

1 1/2" X 5 1/2" SLOTTED BOTTOM

GATE RAIL W/ ALUMINUM

REINFORCING

3000 PSI CONCRETE

FOOTING, TYP.

2' -6

DRAINAGE STONE, TYP.

NOTES:

1. BASIS OF DESIGN IS 'RAINIER PRIVACY FENCE'

HEAVY DUTY GATE.

2. GATE SHALL BE WIND CERTIFIED FOR UP TO

130 MPH WITH LIFETIME WARRANTY . 6"

8' GATE PANEL, TYP.

GATE SOCKET POST

WITH ALUMINUM

REINFORCING, TYP.

HEAVY DUTY S.S.

HINGES, (2) PER GATE,

TYP.

HEAVY DUTY S.S. GATE

LATCH, TYP.

HEAVY DUTY S.S. GATE

WHEEL, (1) EACH GATE

PANEL, TYP.

CUSTOM FABRICATED FRAME AND

HINGED GRATE FLUSH WITH FINISH

GRADE.

BASIS OF DESIGN

MANUFACTURER: IRON AGE DESIGNS

MODEL: CUSTOM 12" SQUARE

REGULAR JOE HEEL PROOF W/

LOCKING DEVICE

LOAD RATING: H-10

MATERIAL: CAST IRON

FINISH: BAKED ON OIL FINISH

FINISH

GRADE

12" PVC INLET DRAIN

STRUCTURE

BASIS OF DESIGN

MANUFACTURER: NYLOPLAST

MODEL: 2812AG

O.D. 1'-012"

6" M

CRUSHED STONE

COMPACTED SUBGRADE

1' -6

" M

PLACE (8) #4 BAR

TIE TO EACH

OTHER AND

WWF

MIN.

3"MIN.

CUSTOM FRAME

AND GRATE

PLAN

EXPANSION

JOINT

CONTRACTION

JOINT

FRAME PLAN

1' -1

9 16

1'-138"

39 16 " 113 16

SECTION

GRATE PLAN

1 4" M

TOP RAIL

4" X 4" POST

1' DIA. FOOTING

BASE BID CONDITION - PLAN

TOP RAIL

FECNE POST

1' DIA. FOOTING BELOW MOW STRIP

BID OPTION 1 CONDITION - PLAN

CONCRETE MOW STRIP

1' -0

. 5 8"

MUTCD TYPE 2 (REFLECTIVE

YELLOW) OBJECT MARKER ON

EACH POST AND BOTH SIDES

OF BOLLARD

CONC.FILLED GALV.

AND POWDERCOATED

STEEL BOLLARD

GALV.AND

POWDERCOATED STEEL

LOOP LATCH ON GATE

RAIL AND BOLLARD

GALW.

GATE RAIL

LOOP LATCH ON

BOLLARD

BENT S.S. BAR,

90° ANGLE 3/4"Ø, 4" L.,

CHAINED TO BOLLARD

LOOP

S.S. CHAIN

CONC.

FOOTING

GATE RAIL, DETAIL 4

THIS SHEET

MUTCD TYPE 2

(REFLECTIVE YELLOW)

OBJECT MARKER ON

EACH POST AND BOTH

SIDES OF BOLLARD

GALV.AND POWDER

COATED CONC. FILLED

STEEL BOLLARD

GALV.AND POWDER COATED STEEL

LATCH LOOP, ON GATE RAIL AND

BOLLARD

1' -0

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

MAXWELL, NEBRASKA

890CM3014

MARCH 4, 2022 JDB JEM Dwg. of 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

FORT McPHERSON NATIONAL CEMETERY EXPANSIONThe LA Group

(518) 587-8100 Aqua Engineering

(970) 372-6104

OCMI

(202) 607-7575 Miller & Associates

(308) 345-3710

Fil e P ath : G

:\P

J-2

1\2

_F T-

\35

ILS

W G

GORDON - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

GORDON

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

(304) 725-8456

AES Group

(303) 841-3922

CRA

(859) 252-4737

Office of Design and Construction

Service

CI713

MISCELLANEOUS SITE

DETAILS

NTS

P.O.W. / M.I.A. FLAGPOLE DETAIL1

NTS

VINYL PRIVACY FENCE DETAIL2

NTS

PIPE RAIL VEHICLE ACCESS GATE4

NTS

ORNAMENTAL FENCE DETAIL3

NTS

VINYL PRIVACY DOUBLE-HUNG GATE5

NTS

AREA DRAIN WITH HEEL-PROOF COVER6

NTS

BID OPTION 13A

AutoCAD SHX Text

TOP

AutoCAD SHX Text

FOUNDATION

AutoCAD SHX Text

EXPOSED HT.

AutoCAD SHX Text A

AutoCAD SHX Text

BOF

AutoCAD SHX Text E

AutoCAD SHX Text

BUTT

AutoCAD SHX Text

POLE

AutoCAD SHX Text

PLATE (SQ.)

AutoCAD SHX Text

SLEEVE

AutoCAD SHX Text

SLEEVE

AutoCAD SHX Text

SUPPORT

AutoCAD SHX Text

DIAMETER

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

FOUNDATION

AutoCAD SHX Text

DEPTH

AutoCAD SHX Text

SLEEVE

AutoCAD SHX Text

LENGTH

AutoCAD SHX Text

BASE

AutoCAD SHX Text

BASE PLATE

AutoCAD SHX Text

FOUNDATION

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text H

AutoCAD SHX Text

TOF

AutoCAD SHX Text

MAX. FLAG SIZE

AutoCAD SHX Text 5'X8'

AutoCAD SHX Text 30.0'

AutoCAD SHX Text 16"

AutoCAD SHX Text 6"

AutoCAD SHX Text 10"

AutoCAD SHX Text 8"

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text 2'-0"

46'-458"

2'-4" 11'-0" 9'-105 16" 9'-105

16" 11'-0" 2'-4"

9 3 16"

TYP.

1' -7

1' -0

21 2" C

3" CLEAR,

TYP.

DRAINAGE STONE

WRAPPED IN FILTER

FABRIC

5,000 PSI CONCRETETYPE G BAR, TYP.

TYPE F BAR, TYP.

TYPE E BAR, TYP.

TYPE A BAR, TYP. 1/2" EXPANSION JOINT, TYP. 1/2" EXPANSION JOINT, TYP.

REMOVABLE BOLLARD,

STAINLESS STEEL FINISH,

TYP.

46'-558"

2'-4" 11'-0' 9'-1013 16" 9'-1013

16" 11'-0" 2'-4"

+/- 3'-11" (VERIFY IN FIELD,

ALIGN WITH PLAZA JOINTS)

+/- 3'-11" (VERIFY IN FIELD,

ALIGN WITH PLAZA JOINTS)

LONGITUDINAL SECTION

PLAN

1' -8

-8

TYPE G BAR, TYP.

TYPE F BAR, TYP.

TYPE E BAR, TYP.

TYPE A BAR, TYP.

TYPE B BAR, TYP.

TYPE D BAR, TYP.

TYPE C BAR, TYP.

REMOVABLE BOLLARD,

STAINLESS STEEL

FINISH, TYP.

TYPE G BAR, TYP.

TYPE F BAR, TYP.

TYPE E BAR, TYP.

TYPE A BAR, TYP.

TYPE H BAR, TYP. TYPE H BAR, TYP.

TYPE H BAR, TYP.

NOTE: SEE DETAIL

1/CI715 FOR REBAR

SIZES

NOTE: SEE DETAIL 1/CI715

FOR REBAR SIZES

CI714

1/2" EXPANSION

JOINT, TYP.

1/2" EXPANSION

JOINT, TYP.

CI714

3' -4

TYP.

LAYOUT LINE, TYP.

LAYOUT LINE, TYP. 8"

TYP.

MEMORIAL

WALL SIDE

PARKING

SIDE

DECORATIVE TOOLED/SAWN

JOINT TO ALIGN AND MATCH WITH

CONC. PAVEMENT, TYP.

DECORATIVE TOOLED/SAWN

JOINT TO ALIGN AND MATCH WITH

CONC. PAVEMENT, TYP.

REMOVABLE BOLLARD,

STAINLESS STEEL FINISH,

TYP.

5,000 PSI CONCRETE

TYPE A BAR

TYPE B BAR

TYPE F BAR

TYPE D BAR

TYPE G BAR

TYPE A BAR

TYPE B BARTYPE A BAR

TYPE H BAR

TYPE E BAR

TYPE C BAR

1' -7

DRAINAGE STONE

WRAPPED IN FILTER

FABRIC

4" DIA.

PERFORATED

UNDER DRAIN, TYP.

8" TYP.

3'-4"

3' -0

COMPACTED

SUBGRADE

NOTE: SEE DETAIL

1/CI715 FOR REBAR

SIZES

CI7143'

-0 " 1'-114"

SIDE ELEVATION FRONT ELEVATION

(VIEW FROM PARKING)

1' -7

1 16

1'-29 16"

3' -0

-7 1 16

1 2"

1'-114"

Ø5 1 2 "

NO LOCKING

T-HANDLE (LIFT

HANDLE)

NO REFLECTIVE

BANDS (CUSTOM)

CUSTOM COLOR

POWDER

COATING TO

MATCH

MATTHEWS NO.

MP07458 'CAST

BRONZE'

REMOVABLE ,

CRASH RATED

BOLLARD; BASIS

OF DESIGN

AMERISTAR

MODEL SP100

PLAN VIEW

REMOVABLE BOLLARD,

STAINLESS STEEL FINISH,

TYP.

5,000 PSI CONCRETE, BROOM

FINISH TO MATCH PAVEMENT

DRAINAGE STONE

WRAPPED IN FILTER

FABRIC

4" DIA.

PERFORATED

UNDER DRAIN, TYP.8" TYP.

COMPACTED

SUBGRADE

4'-0"

1/2" EXPANSION JOINT

CONCRETE

PAVEMENT

S.S. SLIP DOWEL,

MAX. 24" O.C. TYP.

FLUSH CURB

AGGREGATE BASE

1/2" EXPANSION JOINT

1/2" RADIUS, TYP.

CONCRETE PAVEMENT

S.S. SLIP DOWEL,

24" O.C. TYP.

3" M

3" C

.,T

CI714

DT501

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

MAXWELL, NEBRASKA

890CM3014

MARCH 4, 2022 JDB JEM Dwg. of 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

FORT McPHERSON NATIONAL CEMETERY EXPANSIONThe LA Group

(518) 587-8100 Aqua Engineering

(970) 372-6104

OCMI

(202) 607-7575 Miller & Associates

(308) 345-3710

Fil e P ath : G

:\P

J-2

1\2

_F T-

\35

ILS

W G

GORDON - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

GORDON

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

(304) 725-8456

AES Group

(303) 841-3922

CRA

(859) 252-4737

Office of Design and Construction

Service

CI714

BOLLARD DETAILS 1

Scale: 3/4" = 1'-0"

BOLLARD FOUNDATION PLAN AND SECTION4

Scale: 1" = 1'-0"

REMOVABLE BOLLARD1 1'0 6"3" Scale: 1" = 1'-0"

REMOVABLE BOLLARD FOUNDATION2 1'0 6"3" Scale: 1" = 1'-0"

REMOVABLE BOLLARD FOUNDATION PAVEMENT CONNECTION3 1'0 6"3"

1'0 6"3"

NOTES:

1. 5,000 PSI CONCRETE REQUIRED.

2. DRAINAGE STONE BELOW BOLLARD FOR DRAINAGE.

3. TWO LAYERS OF HORIZONTAL REBAR REQUIRED, TOP AND BOTTOM.

3" CLEAR TO EDGE OF CONCRETE.

4. ALL REBAR IS GRADE 60.

TYPE A

TYPE B

TYPE C

TYPE D

VARIES, SEE LAYOUT DETAIL

7'-7"

2' -57 8"

7 8"

7'-7"

1' -1

7 8"

7'-7"

1' -1

7 8"

TYPE E

TYPE F

TYPE G

TYPE H

1'-39 16"

33 4"5 8"

2'-10"

1 2"

1' -2

1'-638"

1 2"

1' -2

1 2"

1034"

1 2"

1' -2

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

MAXWELL, NEBRASKA

890CM3014

MARCH 4, 2022 JDB JEM Dwg. of 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

FORT McPHERSON NATIONAL CEMETERY EXPANSIONThe LA Group

(518) 587-8100 Aqua Engineering

(970) 372-6104

OCMI

(202) 607-7575 Miller & Associates

(308) 345-3710

Fil e P ath : G

:\P

J-2

1\2

_F T-

\35

ILS

W G

GORDON - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

GORDON

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

(304) 725-8456

AES Group

(303) 841-3922

CRA

(859) 252-4737

Office of Design and Construction

Service

CI715

BOLLARD DETAILS 2

Scale: 1" = 1'-0"

TYPE A-H GRADE 60 REBAR1 1'0 6"3"

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

UGF

OHE

X X

EX. BRICK

WALL (TYP.)

- STATE ROUTE 56A

PGD

LAWN SEED, TYP.

LAWN SOD, TYP.

NATIVE GRASS SEED, TYP.

LAWN SEED EXTENDS TO

LIMITS OF DISTURBANCE, TYP.

'-0

" T

SOD TO FENCE LINE

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

MAXWELL, NEBRASKA

890CM3014

MARCH 4, 2022 JDB JEM Dwg. of 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

FORT McPHERSON NATIONAL CEMETERY EXPANSIONThe LA Group

(518) 587-8100 Aqua Engineering

(970) 372-6104

OCMI

(202) 607-7575 Miller & Associates

(308) 345-3710

Fil e P ath

J-2

1\2

T-

\41 _8

.D W

GORDON - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

GORDON

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

(304) 725-8456

AES Group

(303) 841-3922

CRA

(859) 252-4737

Office of Design and Construction

Service

10 20 3030 0

Scale: 1" = 30'

LP100

LANDSCAPE PLAN

LEGEND

PROPERTY LINE

EXISTING BURIAL SECTIONS

ORNAMENTAL FENCE

BLACK VINYL PRIVACY FENCE

TREE PLANTING

LIMIT OF DISTURBANCE

LAWN SOD

LAWN SEED MIX

NATIVE GRASS SEED MIX

NOTES

1. SEE SHEET LP500 FOR PLANTING DETAILS AND

SCHEDULE.

2. SEE GC101 FOR FULL LIMITS OF DISTURBANCE.

1/2

LP500

NOTES:

- REMOVE EXCESS SOIL FROM TOP OF ROOT

BALL PRIOR TO PLANTING TO EXPOSE ROOT

FLARE, AND PLANT ON FIRM BASE WITH ROOT

FLARE 2" ABOVE FINISH GRADE.

- THIN BRANCHES & FOLIAGE AS DIRECTED

WHILE RETAINING NORMAL SHAPE OF TREE.

NEVER CUT A LEADER.

- TREE SHALL BE PLUMB & STRAIGHT.

EQ.

2' MIN.

STAKE AND GUY TREE-CONTRACTOR SHALL

PROVIDE METHOD AND MANUFACTURER

SAMPLE TO OWNER'S REPRESENTATIVE FOR

APPROVAL.

NEATLY WRAP ALL DECIDUOUS TRUNKS TO A

HEIGHT OF THE SECOND LOWEST BRANCH

(FALL PLANTING ONLY)

3" DEPTH HARDWOOD MULCH (OR STONE); PULL

MATERIAL AWAY FROM TRUNK.

3" HT. PLANTING MIX SAUCER

AMENDED PLANTING MIX, COMPACTED

ONCE TREE IS SET AND PARTLY BACKFILLED,

REMOVE ALL TWINE, ROPE, BURLAP, AND WIRE

BASKET MATERIAL FROM TOP HALF OF ROOT

BALL. WATER IN BACKFILL TO ELIMINATE VOIDS.

NATIVE SOIL DRAINAGE MOUND, COMPACTED

TO 92% STANDARD PROCTOR.

UNDISTURBED SUBGRADE

NOTES:

- CROWN OF ROOT BALL SHALL BE 2"

ABOVE SURROUNDING FINISH GRADE

- NEVER CUT A LEADER.

- TREE SHALL BE PLUMB & STRAIGHT.

EQ.

2' MIN.

UNDISTURBED SUBGRADE

NATIVE SOIL DRAINAGE MOUND, COMPACTED

TO 92% STANDARD PROCTOR

ONCE TREE IS SET AND PARTLY BACKFILLED,

REMOVE ALL TWINE, ROPE, BURLAP, AND WIRE

BASKET MATERIAL FROM TOP HALF OF ROOT

BALL. WATER IN BACKFILL TO ELIMINATE VOIDS.

AMENDED PLANTING MIX, COMPACTED

3" HT. PLANTING MIX SAUCER

3" Ø X 2'-0" CEDAR STAKES, 3 PER TREE, DRIVEN

IN AT A 25° ANGLE; STAKES TO BE OUTSIDE OF

TREE PIT.

INSTALL 3 GUYS PER TREE EQUALLY SPACED

AROUND ROOTBALL. ATTACH 1/8" GALV. STEEL

CABLES @ 2/3 HEIGHT OF TREE. PROVIDE

REINFORCED RUBBER HOSE TO ENCASE CABLE

AROUND TRUNK. SECURE ALL ENDS OF CABLE

W/ GALV. CLAMPS.

GALV.TURNBUCKLE >1 PER CABLE

3" DEPTH HARDWOOD MULCH (OR STONE); PULL

MATERIAL AWAY FROM TRUNK.

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

MAXWELL, NEBRASKA

890CM3014

MARCH 4, 2022 JDB JEM Dwg. of 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

FORT McPHERSON NATIONAL CEMETERY EXPANSIONThe LA Group

(518) 587-8100 Aqua Engineering

(970) 372-6104

OCMI

(202) 607-7575 Miller & Associates

(308) 345-3710

Fil e P ath

J-2

1\2

T-

\42 _8

ILS

W G

GORDON - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

GORDON

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

(304) 725-8456

AES Group

(303) 841-3922

CRA

(859) 252-4737

Office of Design and Construction

Service

LP500

LANDSCAPE DETAILS

AND SCHEDULE

* SF OF SOD AND SEED MIX ARE APPROXIMATIONS; CONTRACTOR IS RESPONSIBLE FOR

CORRECT QUANTITY MEASUREMENTS BASED ON LIMITS OF DISTURBANCE.

PLANT LIST

SYM. QTY. BOTANICAL NAME COMMON NAME SIZE REMARKS/SPACING

DECIDUOUS TREES

AG 9 Acer ginnala Amur Maple 8' ht. B&B

AN 6 Acer nigrum Black Maple 3"cal. B&B

GT 6 Gleditsia tricanthos inermus 'Imperial' Imperial Honey Locust 3" cal. B&B

OV 2 Ostrya viginiana Ironwood 3"cal. B&B

QR 12 Quercus rubra Red Oak 3" cal. B&B

ORNAMENTAL TREES

AA 7 Amelanchier x. Grandiflora Autumn Brilliance

Serviceberry 8'-10' ht. B&B, MULTI-STEM

CA 6 Cornus alternifolia Pagoda Dogwood 8'-10' ht. B&B, TREE FORM

EVERGREEN TREES

PGD 6 Picea glauca 'Densata' Black Hills Spruce 8'-10' ht. B&B

SEED MIXES

108,000

SF * SOD -

130,500

SF* LAWN SEED MIX

20% AMERICAN

KENTUCKY BLUEGRASS

20% EXPLORER

KENTUCKY BLUEGRASS

20% ARROW KENTUCKY

BLUEGRASS

20% FIESTA 4PER

RYEGRASS 20% CUTTER

PER RYEGRASS

BLEND OF RYE AND

KENTUCKY

BLUEGRASS

45,000

SF* NATIVE GRASS SEED MIX

15% ANDRODOGEN

GERARDII 30%

SCHIZACHYRIUM

SCOPARIUM

15% SORGHASTRUM

NUTANS 15% PANICUM

VIRGATUM 15%

ELYMUS CANADENSIS

10% NATIVE

WILDFLOWERS

(RUDBECKIA HIRTA,

ASCLEPIAS TUBEROSA,

EUPATORIUM

MACULATUM,

HELIANTHUS MAXIMILIANI,

ECHINACEA PURPUREA,

LIATRIS SPICATA, LIATRIS

LIGULISTYLIS)

NTS

DECIDUOUS AND ORNAMENTAL TREE PLANTING1

NTS

EVERGREEN TREE PLANTING2

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

MAXWELL, NEBRASKA

890CM3014

MARCH 4, 2022 Dwg. of

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSIONVA FORM 08 - 6231

321 4 5 6 7 8 9

FORT McPHERSON NATIONAL CEMETERY EXPANSIONThe LA Group

(518) 587-8100 Aqua Engineering

(970) 372-6104

OCMI

(202) 607-7575 Miller & Associates

(308) 345-3710

Fil e P ath : O

:\G

N-

-F

-C

GORDON - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

GORDON

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

(304) 725-8456

AES Group

(303) 841-3922

CRA

(859) 252-4737

LI100

Ce rti f ie d Irrigation Designer

I R R

I G AT I O N A S S OC I AT I O

NCID

46102

HN D. LEONARD

2022/03/04

BID DOCUMENTS

JDL CCT

IRRIGATION SYSTEM DESIGN APPROACH LEGEND

6-1

20 20

GENERAL NOTES

IRRIGATION NOTES AND LEGEND

X X X X X X

X X

OHE

X X

E A

1.5" 1.25"

1.25"

1.25" 1"

A-5

1.5"

2.5"

1.5"

1.25"

2.5"

1.5"

1.25"

2.5" 1"

2.5"

4" 4"

4" 6"

2.5"

1" 1"

A-23

A-24

2.5"

1" 1"

A-25

2" 1.5"

1.5"

1.25"

1.25" 1"

A-26

1.5"

A-27

A-28

2"1.5"

1.5"

1.25"

2.5"

2" 1.5"

1.5"

1.25"

2.5"

1"2"

1.5"

1.25"

A-21

2.5" 1"

2.5" 2"2"

1.5"

1" 1.5"

1.25"

A-22

1.25"

A-20

1.5"

2.5" 1.25"

1.25"

A-19

1.25"

A-18

1.5"

2" 2"

1.25"

A-17

1.5"

1.25"

A-16

1.5"

2.5"

1.5"

A-13

2.5"

1.25"

A-14

2.5"

1.25"

A-15

1.25"

A-12

1.5"

1.25"

A-11

1.5"

1.25"

A-10

1.5"

1.25"

A-9

1.5"

2" 2"

1.25"

A-8

1.5"

1.25"

A-7

1.5"

2.5"

1.25"

A-6

1.25"

A-4

1.5"

1.25"

A-3

1.5"

1.25"

A-2

1.5"

1.25"

A-1

1.5"

ROUTE 38 INCH PEX IN 1-INCH CONDUIT

FROM FLOWER WATER STATION VALVE

INDICATED TO FLOWER WATER STATION

TO ACCOMMODATE FUTURE

COLUMBARIUM EXPANSION.

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

MAXWELL, NEBRASKA

890CM3014

MARCH 4, 2022 Dwg. of

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSIONVA FORM 08 - 6231

321 4 5 6 7 8 9

FORT McPHERSON NATIONAL CEMETERY EXPANSIONThe LA Group

(518) 587-8100 Aqua Engineering

(970) 372-6104

OCMI

(202) 607-7575 Miller & Associates

(308) 345-3710

Fil e P ath : O

:\G

N-

-F

-C

GORDON - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

GORDON

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

(304) 725-8456

AES Group

(303) 841-3922

CRA

(859) 252-4737

LI101

Ce rti f ie d Irrigation Designer

I R R

I G AT I O N A S S OC I AT I O

NCID

46102

HN D. LEONARD

2022/03/04

BID DOCUMENTS

JDL CCT

Scale: 1" = 40'

LEGEND

6-1

20 20

IRRIGATION PLAN

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

MAXWELL, NEBRASKA

890CM3014

MARCH 4, 2022 Dwg. of

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSIONVA FORM 08 - 6231

321 4 5 6 7 8 9

FORT McPHERSON NATIONAL CEMETERY EXPANSIONThe LA Group

(518) 587-8100 Aqua Engineering

(970) 372-6104

OCMI

(202) 607-7575 Miller & Associates

(308) 345-3710

Fil e P ath : O

:\G

N-

-F

-C

GORDON - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

GORDON

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

(304) 725-8456

AES Group

(303) 841-3922

CRA

(859) 252-4737

LI501

Ce rti f ie d Irrigation Designer

I R R

I G AT I O N A S S OC I AT I O

NCID

46102

HN D. LEONARD

2022/03/04

BID DOCUMENTS

JDL CCT

2 ISOLATION GATE VALVE

ASSEMBLY N.T.S. 3 QUICK COUPLER VALVE

ASSEMBLY N.T.S.1 AIR/VACUUM RELIEF VALVE

ASSEMBLY N.T.S.

4 REMOTE CONTROL VALVE

ASSEMBLY N.T.S.

IRRIGATION DETAILS

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

MAXWELL, NEBRASKA

890CM3014

MARCH 4, 2022 Dwg. of

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSIONVA FORM 08 - 6231

321 4 5 6 7 8 9

FORT McPHERSON NATIONAL CEMETERY EXPANSIONThe LA Group

(518) 587-8100 Aqua Engineering

(970) 372-6104

OCMI

(202) 607-7575 Miller & Associates

(308) 345-3710

Fil e P ath : O

:\G

N-

-F

-C

GORDON - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

GORDON

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

(304) 725-8456

AES Group

(303) 841-3922

CRA

(859) 252-4737

LI502

Ce rti f ie d Irrigation Designer

I R R

I G AT I O N A S S OC I AT I O

NCID

46102

HN D. LEONARD

2022/03/04

BID DOCUMENTS

JDL CCT

2 POP-UP ROTOR SPRINKLER

ASSEMBLY N.T.S. 3 ROTOR SPRINKLER IN IRRIGATION AISLES

ASSEMBLY N.T.S.1 POP-UP SPRAY SPRINKLER

ASSEMBLY N.T.S.

4 SPRINKLER PLACEMENT

DETAIL N.T.S.

54" MIN.

IRRIGATION DETAILS

IRRIGATION

AISLE BOUNDARY 4-FEET

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

MAXWELL, NEBRASKA

890CM3014

MARCH 4, 2022 Dwg. of

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSIONVA FORM 08 - 6231

321 4 5 6 7 8 9

FORT McPHERSON NATIONAL CEMETERY EXPANSIONThe LA Group

(518) 587-8100 Aqua Engineering

(970) 372-6104

OCMI

(202) 607-7575 Miller & Associates

(308) 345-3710

Fil e P ath : O

:\G

N-

-F

-C

GORDON - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

GORDON

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

(304) 725-8456

AES Group

(303) 841-3922

CRA

(859) 252-4737

LI503

Ce rti f ie d Irrigation Designer

I R R

I G AT I O N A S S OC I AT I O

NCID

46102

HN D. LEONARD

2022/03/04

BID DOCUMENTS

JDL CCT

2 IRRIGATION CONTROLLER

ASSEMBLY N.T.S. 3 RAIN SENSOR

ASSEMBLY N.T.S.1 FLOWER WATER STATION

ASSEMBLY N.T.S.

4 CONTROLLER GROUNDING

DETAIL N.T.S.

IRRIGATION DETAILS

Pipe Fitting with Joint Restraint

11.25° BEND (IPS)

(PJ x PJ)

TEE w/ REDUCER IN

BRANCH & RUN (IPS)

(PJ x PJ x PJ)

45° BEND (IPS)

(PJ x PJ)

22.5° BEND (IPS)

(PJ x PJ)

TEE (IPS)

(PJ x PJ x PJ)

90° BEND (IPS)

(PJ x PJ)

REDUCER (IPS)

(PJ x PJ)

PIPE BELL

5 JOINT RESTRAINT

DETAIL N.T.S.

CAST-IN-PLACE CONCRETE:

A. REFERENCED STANDARDS:

1. ACI 318-19 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE

B. MATERIALS:

1. CONCRETE 28-DAY MINIMUM COMPRESSIVE STRENGTH:

PIER CAPS, FOUNDATION WALLS & GRADE BEAMS 4000 PSI

2. STEEL REINFORCING BARS ASTM A615, GRADE 60

3. GROUT, HIGH STRENGTH/LOW SHRINK DRY-PACK

MINIMUM COMPRESSIVE STRENGTH 5,000 PSI

C. EXECUTION:

1. CONCRETE SHALL BE NORMAL WEIGHT (UNLESS NOTED OTHERWISE)

2. CONCRETE EXPOSED TO WEATHER SHALL BE AIR ENTRAINED

3. CONCRETE SHALL BE PROPORTIONED, MIXED AND PLACED UNDER THE

SUPERVISION OF QUALIFIED PERSONNEL

4. ADMIXTURES CONTAINING CHLORIDE SALTS SHALL NOT BE USED

5. DETAIL REINFORCING BARS IN ACCORDANCE WITH ACI DETAILING MANUAL AND

ACI BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE

6. PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINFORCING AT

POSITIONS SHOWN ON THE PLANS

7. MAKE ALL BARS CONTINUOUS AROUND CORNERS AND ACROSS STEP-DOWNS. LAP

BARS A MINIMUM OF 18" AT ALL SPLICES.

8. CONTINUOUS BARS IN WALLS, BEAMS AND GRADE BEAMS SHALL BE SPLICED AS

FOLLOWS:

· TOP BARS - AT MID-SPAN

· BOTTOM BARS - OVER SUPPORT

10. COLD WEATHER PROCEDURES FOR CONCRETE SHALL BE PROVIDED AS

RECOMMENDED IN THE ACI MANUAL OF CONCRETE PRACTICE.

11. CONCRETE COVERAGE FOR REINFORCING STEEL SHALL BE AS FOLLOWS:

· CONCRETE CAST AGAINST & PERMANENTLY EXPOSED TO EARTH - 3"

· CONCRETE EXPOSED TO EARTH OR WEATHER:

#5 BAR & SMALLER - 1 1/2"

#6 BAR & BIGGER - 2"

13. EXPANSION BOLTS SHALL BE LOCATED AT A MINIMUM OF 6 BOLT DIAMETERS

FROM CONCRETE EDGE AND SPACED AT A MINIMUM OF 10 BOLT DIAMETERS

UNLESS NOTED OTHERWISE.

SI001

STRUCTURAL GENERAL NOTES,

ABBREVIATIONS, AND LEGEND

48MAL MAL

GENERAL NOTES

(AS APPLICABLE TO EACH PHASE OF CONSTRUCTION, UNLESS

NOTED OTHERWISE ON PLANS)

A. VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS.

B. DO NOT REPRODUCE CONTRACT DOCUMENTS OR COPY STANDARD PRINTED

INFORMATION AS BASIS OF SHOP DRAWINGS

C. CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION PRACTICES INCLUDING

TECHNIQUES, PROCEDURES, AND THE SEQUENCE OF CONSTRUCTION. CONTRACTOR

SHALL NOTIFY COR IF A CONFLICT ARISES DUE TO VARIATIONS OR OTHER PROBLEMS

WITH THE CONSTRUCTION DOCUMENTS

D. OBSERVATIONS OF JOBSITE OTHER THAN REQUIRED INSPECTIONS BY ENGINEER ARE

NOT CONSTRUCTION APPROVALS

E. STRUCTURAL ENGINEER MUST BE NOTIFIED AT LEAST 72 HOURS PRIOR TO ANY

REQUIRED CONSTRUCTION OBSERVATION.

DESIGN CRITERIA

A. SCOPE: THIS SPECIFICATION OUTLINES THE STRUCTURAL DESIGN CRITERIA FOR THE

INSTALLATION OF THE MEMORIAL WALL FOR FORT MCPHERSON NATIONAL CEMETERY.

WHEN A DIFFERENCE EXISTS BETWEEN THIS SPECIFICATION AND ANY OTHER

GOVERNING CODE, THE MORE STRINGENT SHALL CONTROL. ANY OTHER ITEMS NOT

COVERED THEREIN SHALL BE COMMENSURATE WITH GOOD ENGINEERING PRACTICE.

B. APPLICABLE CODES AND STANDARDS:

1. INTERNATIONAL BUILDING CODE - 2018 EDITION

2. AMERICAN SOCIETY OF CIVIL ENGINEERS - ASCE 7-16

3. AMERICAN INSTITUTE OF STEEL CONSTRUCTION MANUAL OF STEEL

CONSTRUCTION - 15TH EDITION

4. AMERICAN CONCRETE INSTITUTE BUILDING CODE REQUIREMENTS FOR

STRUCTURAL CONCRETE - ACI 318-19

C. BUILDING RISK CATEGORY: NA

D. DESIGN LOADS:

1. DEAD LOADS

a. NORMAL WEIGHT CONCRETE (3RD FLOOR): 150 PCF

2. LIVE LOADS

a. LIGHT DUTY CONSTRUCTION 25 PSF

3. SNOW LOADS: N/A

4. WIND LOADS: N/A

5. SEISMIC DESIGN CRITERIA:

a. SOIL CLASSIFICATION: D (ASSUMED)

b. SEISMIC USE CATEGORY I

c. SEISMIC IMPORTANCE FACTOR Ie 1.00

d. MAPPED SEISMIC RESPONSE ACCELERATIONS

Ss .079 S1 .031

e. SPECTRAL RESPONSE COEFFICIENTS Sds .126 Sd1 .088

f. SEISMIC DESIGN CATEGORY: A

g. MAXIMUM INTERSTORY DRIFT: N/A

STRUCTURAL ABBREVIATIONS

ARCH ARCHITECTURE / ARCHITECTURAL

B.O. BOTTOM OF

CLR CLEAR SPACING

CMU CONCRETE MASONRY UNIT

COR CONTRACTING OFFICER'S REPRESENTATIVE

(E) EXISTING

FT FEET

HSS HOLLOW STEEL SECTION

IN INCH

LBS POUNDS

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LVL LAMINATED VENEER LUMBER

MAX MAXIMUM

MIN MINIMUM

MPH MILES PER HOUR

(N) NEW

NTS NOT TO SCALE

O.C. ON CENTER

PCF POUNDS PER CUBIC FOOT

PLF POUNDS PER LINEAR FOOT

PSF POUNDS PER SQUARE FOOT

T.O. TOP OF

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VA US DEPARTMENT OF VETERANS AFFAIRS

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

MAXWELL, NEBRASKA

890CM3014

MARCH 4, 2022 DCW ATN Dwg. of 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

FORT McPHERSON NATIONAL CEMETERY EXPANSIONThe LA Group

(518) 587-8100 Aqua Engineering

(970) 372-6104

OCMI

(202) 607-7575 Miller & Associates

(308) 345-3710

Fil e P ath : P

:\G

D3 -2

1 F

0C M3

4 S

.D W

GORDON - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

GORDON

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

(304) 725-8456

AES Group

(303) 841-3922

CRA

(859) 252-4737

Office of Design and Construction

Service

2/28/22 ndas Nan new

3' -3

2'-0"

1' -0

1'-0" 1'-0"

FOOTING OUTLINE

21'-6"

5' -4

END PIER

PRECAST

MEMORIAL

WALL

CL OF

PIER & CAP

CL OF

PIER & CAP

CL OF

PIER & CAP

CONCRETE END PIER

GRADE BEAM

OUTLINE

#6 @ 12" O.C. (MAX.)

2' -6

-0

3'-3 5/8" WIDE PEDESTAL

6' -5

#5 TIES @ 10" (MAX.) O.C.

STONE CAP

RE: ARCH

VENEER

RE: ARCH

CL OF

PIER & CAP

5'-4"

2'-8"2'-8"

#4 STANDARD HOOK DOWELS

WITH 12 INCH EMBEDMENT AT

18 INCHES (MAX) OC- EA. SIDE

1' -0

STONE CAP RE: ARCH

PRECAST MEMORIAL

WALL UNIT BY OTHERS

#5 TIES @ 10"

(MAX.) O.C.#5 @ 12" O.C. (MAX.)

2' -6

1' -2

4'-4"

2'-2"2'-2"

#4 STANDARED HOOK

DOWELS WITH 12

INCH EMBEDMENT AT

18 INCHES (MAX) OC

CL OF

PIER, CAP &

WALL

1' -0

15'-6" 2'-0"

2' -4

-0

1' -0

SF5013

SF501

#6 @ 12" O.C. (MAX.)

#5 @ 12" O.C. (MAX.)

1'-6"

(2) - #5 TOP OF WALL

4' -8

VENEER RE: ARCH

SF501

2'-4 3/8"

1' -2

#5 LONGITUDINAL BARS

EXTENDING 2'-0" MIN

INTO PEDESTAL

#3 TIES SPACED

18" O.C. MAX

2'-4" WIDE PEDESTAL

#5 @ 12" O.C. (MAX.)

#5 TIES @ 12"

(MAX.) O.C.

#4 STANDARED HOOK

DOWELS WITH 12

INCH EMBEDMENT AT

18 INCHES (MAX) OC

#6 @ 12" O.C. (MAX.)

#5 @ 12" O.C. (MAX.)

1' -0

-6

1' -9

4 5/8" 1'-1 3/8"

1'-6" 5'

-3

6" MIN TO 8" MAX, ALLOW 1"

CLEARANCE BETWEEN

CONCRETE AND WALL OF PIPE.

CONCRETE STEM WALL

CONTINUOUS OVER GAP

IN FOOTING

#4 STANDARD HOOK

DOWELS WITH 12"

EMBEDMENT AT 18" O.C

(MAX)

3" CLR

NOTE: RE: ARCH FOR LOCATION

#5 TIES @ 12"

(MAX.) O.C.

#5 @ 12" O.C. (MAX.)

TOP OF FOOTING

A36 L3-1/2 x 3-1/2 x1/4" LINTEL OVER

WIDTH OF PANEL

3/8" x 3" POST INSTALLED ANCHOR

BOLT, SPACED 2'-0" O.C. (MAX)

LIMESTONE PANEL, FASTENED WITH

HB341 OR APPROVED EQUAL WITH

THICKNESS OF 3/16" ANCHORED

WITH 3/8" x 4" POST INSTALLED

ANCHOR BOLTSNOTE: RE: ARCH FOR LOCATION

12GA HB450 ANCHOR OR APPROVED

EQUAL 12" O.C. MAX, ANCHORED

WITH 5/16" x 1-1/4" CONCRETE

SCREW.

TOP LIMESTONE FILLER STRIP

BOTTOM LIMESTONE FILLER STRIP

12GA HB431 ANCHOR OR APPROVED

EQUAL 12" O.C. MAX, ANCHORED

WITH 5/16" x 1-1/4" CONCRETE

SCREW.

NOTE: RE: ARCH FOR LOCATION

SF501

STRUCTURAL DETAILS

49MAL MAL

SCALE:1 MEMORIAL WALL FOUNDATION

1/2" = 1'-0"

SCALE: 1 1/2" = 1'-0"

0' 2'1'

SCALE:2 MEMORIAL WALL PIER SECTION

1/2" = 1'-0" SCALE:4 MEMORIAL WALL SECTION

1/2" = 1'-0"

SCALE:5 SEAT WALL SECTION

1" = 1'-0"

SCALE: 1" = 1'-0"

2'1'

SCALE:6 FOOTING GAP FOR DRAINAGE PIPE

1" = 1'-0" SCALE:7 LINTEL OVER LIMESTONE PANEL

1 - 1/2" = 1'-0"

SCALE: 1/2" = 1'-0"

4'2'1'

SCALE:8 TOP LIMESTONE FILLER STRIP SUPPORT

1 - 1/2" = 1'-0"

SCALE:9 BOTTOM LIMESTONE FILLER STRIP SUPPORT

1 - 1/2" = 1'-0"

SCALE:3 PIER REINFORCING

1/2" = 1'-0"

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

MAXWELL, NEBRASKA

890CM3014

MARCH 4, 2022 DCW ATN Dwg. of 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

FORT McPHERSON NATIONAL CEMETERY EXPANSIONThe LA Group

(518) 587-8100 Aqua Engineering

(970) 372-6104

OCMI

(202) 607-7575 Miller & Associates

(308) 345-3710

Fil e P ath : P

:\G

D3 -2

1 F

0C M3

4 S

.D W

GORDON - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

GORDON

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

(304) 725-8456

AES Group

(303) 841-3922

CRA

(859) 252-4737

Office of Design and Construction

Service

2/28/22 ndas Nan new

1. CONTRACTOR SHALL COMPLY WITH ALL CURRENT APPLICABLE

CODES AND STANDARDS. ALL ELECTRICAL WORK SHALL BE IN

STRICT COMPLIANCE WITH THE CURRENT EDITION OF THE NEC.

ELECTRICAL WORK SHALL ALSO COMPLY WITH ANY APPLICABLE

FEDERAL AND STATE REGULATIONS. PROVIDE AND MAINTAIN

ELECTRICAL SAFETY AND WORKING CLEARANCES IN FRONT OF

AND AROUND ALL ELECTRICAL PANELS AND DISTRIBUTION

EQUIPMENT IN ACCORDANCE WITH NEC.

2. ALL MATERIAL SHALL CONFORM TO NEMA, ANSI AND U.S.

STANDARDS, WHICHEVER APPLIES AND SHALL BEAR THE

INSPECTION LABEL OF UNDERWRITER LABORATORIES, INC.

3. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION

ABOUT QUALITY AND GENERAL INSTALLATION REQUIREMENTS

OF ELECTRICAL CONSTRUCTION MATERIALS, ITEMS, AND

DEVICES.

4. FOR QUALITY ASSURANCE, ALL EQUIPMENT SHALL BE UL LISTED

AND APPROVED. ALSO, PERFORM WORK IN ACCORDANCE WITH

THE NATIONAL ELECTRICAL CONTRACTOR ASSOCIATION (NECA)

"STANDARD OF INSTALLATION."

5. CONTRACTOR TO PATCH AND REPAIR WALL AND CEILING

SURFACES TO A "LIKE NEW" FINISH. IF ANY ADJACENT FINISH

SURFACES ARE AFFECTED, PROVIDE A SEAMLESS TRANSITION

AND FINISH LEVEL.

6. PROVIDE SEALANT AROUND ALL ELECTRICAL OUTLETS,

PLUMBING FIXTURES, PIPING, AND EQUIPMENT ABUTTING OR

PENETRATING A WALL OR PARTITION INCLUDING FIRESTOPPING

AT FIRE RATED ASSEMBLES. PROVIDE FIRESTOPPING AROUND

ALL PENETRATIONS OCCURRING THROUGH FLOORS, WALLS,

AND CEILINGS AT FIRE-RATED ASSEMBLIES.

7. PROVIDE ALL CUTTING AND PATCHING REQUIRED FOR THE

PROPER INSTALLATION OF THE NEW ELECTRICAL WORK. ALL

PATCHING SHALL BE OF THE SAME MATERIALS, WORKMANSHIP,

AND FINISH AND SHALL ACCURATELY MATCH ALL ADJACENT

WORK.

8. CLEAN ALL AREAS OF WORK UPON COMPLETION, INCLUDING BUT

NOT LIMITED TO: ALL EXISTING EQUIPMENT, FIXTURES, LIGHTS,

WINDOWS, BLINDS, AND REGISTERS. CONTRACTOR TO REPLACE

ANY CEILING TILES DAMAGED IN THE COURSE OF WORK. CLEAN

UP RESULTANT DEBRIS FROM THIS WORK AND REMOVE FROM

THE SITE. DISCONNECT AND REMOVE ALL TEMPORARY POWER

INCLUDING BUT, NOT LIMITED TO PANELS, FIXTURES, BOXES AND

WIRING.

9. COORDINATE DUST CONTROL PREVENTION MEASURES WITH

CLIENT.

10.CONTRACTOR ENCOURAGED TO VISIT ALL AREAS OF WORK,

INCLUDING WALKING THE SITE, MEASURING EXISTING

DIMENSIONS AND OBSERVING EXISTING CONDITIONS BEFORE

BIDDING WORK, ORDERING MATERIALS, AND/OR STARTING ANY

CONSTRUCTION WORK.

11.UNLESS NOTED OTHERWISE, ALL MATERIALS TO BE REMOVED

SHALL BE THE PROPERTY OF THE CONTRACTOR. DISPOSE OF

ALL WASTE MATERIAL IN APPROVED MANNER AND LOCATION,

COORDINATE MATERIALS FOR SALVAGE AND RECYCLING WITH

CLIENT. THE CONTRACTOR SHALL USE ONLY DESIGNATED

PATHWAYS AS ESTABLISHED BY THE CLIENT TO REMOVE ITEMS

AND MATERIALS FROM THE PROJECT BUILDING AND SITE.

12.CONTRACTOR TO USE ONLY APPROVED STAGING AREA FOR

STORAGE OF CONSTRUCTION MATERIALS.

13.THE EXTENT OF DEMOLITION AND RENOVATION WORK AS

INDICATED IN THESE DRAWINGS SHALL BE REVIEWED AND

COORDINATED WITH THE CLIENT PRIOR TO THE

COMMENCEMENT OF WORK IN ORDER TO DETERMINE THE FULL

EXTENT OF WORK TO BE PERFORMED BY THE CONTRACTOR.

14.ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR CUTTING AND

CORE DRILLING ALL PENETRATIONS THROUGH FLOORS, WALLS,

ETC.

15.PLAN INSTALLATION OF NEW WORK AND CONNECTIONS TO

EXISTING WORK TO INSURE MINIMUM INTERFERENCE WITH

REGULAR OPERATION OF EXISTING FACILITIES. COORDINATE

ALL SYSTEM SHUTDOWNS AFFECTING OTHER AREAS WITH

CLIENT. DO NOT COMPROMISE NOR INTERRUPT ALARM,

EMERGENCY, OR LIFE SAFETY SYSTEMS.

16.CONTRACTOR TO COMPLETE WORK DURING BUSINESS HOURS

WHENEVER POSSIBLE.

17.COORDINATE WITH CLIENT FOR ACCEPTABLE WORK HOURS.

THE WORK IS NOT TO INTERFERE WITH FACILITY OPERATIONS.

THOSE AREAS THAT NEED TO BE COMPLETED AFTER HOURS TO

BE COORDINATED WITH CLIENT. KEEP ALL BUILDING SYSTEMS

SERVING OCCUPIED AREAS OF THE HOSPITAL FULLY

OPERATIONAL AT ALL TIMES. COORDINATE WITH CLIENT AND

COMPLY WITH THEIR REGULATIONS FOR UTILITY SHUT DOWN,

NOISE, AND VIBRATION. PROTECT AND MAINTAIN ALL EXISTING

BUILDING SYSTEMS INCLUDING ALL SYSTEMS PASSING

THROUGH AND ADJACENT TO AREAS REQUIRED INCLUDING, BUT

NOT LIMITED TO, WIRING, CONDUITS, PIPING, DUCTWORK, AND

OTHER UTILITIES TO SERVE OCCUPIED AREAS. PROCEED WITH

CARE AND CAUTION DURING DEMOLITION TO AVOID AND

MINIMIZE DAMAGE TO EXISTING CONSTRUCTION, MATERIALS,

SYSTEMS AND FINISHES TO REMAIN.

18.SCHEDULE TEMPORARY SHUTDOWNS WITH CLIENT THREE (3)

WEEKS IN ADVANCE SO AS NOT TO INTERFERE WITH NORMAL

DAYTIME OPERATIONS AND AT NO ADDITIONAL COST.

19.GROUNDING CONDUCTOR INSTALLED WITH FEEDER

CONDUCTORS IN ALL CONDUITS WHETHER OR NOT INDICATED

ON DRAWINGS. PROVIDE GROUNDING CONDUCTOR IN ALL

TELEPHONE AND CATV SERVICE CONDUITS.

20.PROVIDE CONDUIT SO IT IS CONTINUOUS AND COMPLETE

BETWEEN PANELS, JUNCTION, OUTLET, PULL, AND FIXTURE

BOXES. KEEP CONDUIT CLEAN AND UNOBSTRUCTED INSIDE

WITH ENDS FREE OF BURRS AND OTHER PROJECTIONS WHICH

WOULD DAMAGE OR IMPEDE PULLING OF WIRE. INSTALL

CONDUIT PARALLEL AND PERPENDICULAR TO THE BUILDING

LINES. ROUTE ALL CONDUIT CONCEALED IN FINISHED AREAS

EXCEPT WHERE OTHERWISE NOTED.

21.UNLESS OTHERWISE NOTED, PROVIDE ALL WIRES AND CABLES

AS CONTINUOUS WITHOUT SPLICES OR TAPS IN CONDUIT RUNS.

INSTALL ALL WIRING IN CONDUIT OR AS OTHERWISE NOTED.

MAKE ALL SPLICES AT OUTLET BOXES, PULL BOXES, OR

JUNCTION BOXES. AT ALL JOINTS, SPLICE OR JOIN CONDUCTORS

MECHANICALLY AND SECURE.

22.DO NOT DRAW WIRE INTO CONDUIT UNTIL ALL WORK WHICH

COULD CAUSE INJURY TO THE CONDUCTORS IS COMPLETE.

23.SET ALL BOXES AND ENCLOSURES PLUMB, SQUARE, AND

SECURELY FASTENED. INSTALL BOXES IN FINISHED WALLS SO

THEY ARE FLUSH WITH FINISH SURFACE. INCREASE PULL AND

JUNCTION BOX SIZES FOR FINAL CONDUIT CONFIGURATIONS

AND ARRANGEMENTS.

24.COORDINATE INSTALLATION OF CONDUIT WITH OTHER TRADES

AND EQUIPMENT SUPPLIERS PRIOR TO ROUGH-IN. SUBMIT

WRITTEN CLARIFICATION REQUESTS IF DESIGN ADJUSTMENTS

ARE REQUIRED FOR COMPATIBILITY OR INTEROPERABILITY OF

EQUIPMENT.

25.CONDUIT RUNS ARE SHOWN FOR REFERENCE AND BIDDING

PURPOSES ONLY. CONTRACTOR SHALL VERIFY EXISTING FIELD

CONDITIONS AND DETERMINE SHORTEST AND LEAST

DISRUPTIVE ROUTE FOR CONDUIT RUNS. COORDINATE WITH

OTHER TRADES AND CONFIRM ROUTE SELECTION WITH OWNER

PRIOR TO BID. ANY DEVIATIONS FROM DRAWINGS IN DETAIL ON

AS-BUILT DRAWINGS BY CONTRACTOR.

26.ELECTRICAL DRAWINGS ARE DIAGRAMMATIC. SIZE AND

LOCATION OF EQUIPMENT AND WIRING ARE SHOWN TO SCALE

WHERE POSSIBLE, BUT MAY BE DISTORTED FOR CLARITY ON

THE DRAWINGS. LOCATE OUTLETS AND EQUIPMENT AS SHOWN

IN ENLARGED DETAILS OR AS APPROVED BY THE COR.

27.THE PLANS DO NOT INDICATE ALL THE NECESSARY BENDS,

OFFSETS, PULL BOXES AND OBSTRUCTIONS. IT SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR TO INSTALL HIS WORK

TO CONFORM TO THE STRUCTURE, MAINTAIN HEADROOM AND

KEEP OPENINGS AND PASSAGEWAYS CLEAR. IT IS NOT

INTENDED THAT THE PLANS INDICATE ALL CONDUIT ROUTES,

PULL BOXES, ETC. ELECTRICAL CONTRACTOR IS RESPONSIBLE

FOR DETERMINING ACTUAL CONDUIT ROUTING, QUANTITY, AND

LOCATION OF PULL BOXES WITHIN ACCESSIBLE LOCATIONS.

PROVIDE SCREW-COVER PULL BOXES IN CONDUIT RUNS AS

REQUIRED TO LIMIT NUMBER OF BEND TO NO MORE THAN

THREE (3) OR 270 DEGREES TOTAL. SIZE PULL BOXES IN

ACCORDANCE WITH NEC. DOCUMENT ON RECORD DRAWINGS

THE SIZE AND LOCATION OF PULL BOXES USED IN FEEDER

CONDUIT RUNS.

28.TEST FOR GROUND CONTINUITY AND SHORT CIRCUITS, TO

ENSURE PROPER OPERATION OF ELECTRICAL EQUIPMENT.

REPAIR OR REPLACE FAULTY EQUIPMENT AT NO ADDITIONAL

COST TO THE PROJECT.

29.UPSIZE SHARED NEUTRAL CONDUCTORS THAT SUPPLY

FURNITURE SYSTEMS TO #10 AWG. CONSIDER THIS NEUTRAL AS

CURRENT-CARRYING WHEN DETERMINING AMPACITY DERATION

FOR NUMBER OF CONDUCTORS IN CONDUIT.

30.(PART) ANNOTATION INDICATES MULTIPLE CONNECTIONS TO

THE SAME HOMERUN. CONNECT TO IDENTIFIED CIRCUIT BEFORE

ENTERING PANELBOARD.

31.LABEL ALL ELECTRICAL EQUIPMENT WITH THEIR SOURCE OF

ELECTRICAL SUPPLY, EXCEPT LABEL BRANCH-CIRCUIT DEVICES

WITH THEIR CIRCUIT DESIGNATION - INCLUDING PANEL NAME

AND CIRCUIT BREAKER NUMBERS. LABEL BOTH THE INTERIOR

AND THE EXTERIOR SIDES OF FACEPLATES.

32.CONTRACTOR TO NOTE THAT WHEN A SPECIFIC DIRECTION IS

SPECIFIED SUCH AS "EAST", THAT DIRECTION IS "PLAN EAST"

AND NOT NECESSARILY "GEOGRAPHIC EAST".

33.LETTERS SUCH AS "WP", "GFCI" ADJACENT TO ANY SYMBOL

INDICATE SPECIAL CONSTRUCTION IS REQUIRED. "GFI" AND

"GFCI" INDICATE GROUND FAULT CIRCUIT INTERRUPTING

FEATURE, UNLESS NOTED OTHERWISE. SEE ABBREVIATIONS

FOR DEFINITIONS.

34.ALL PANELS SHOWN IN BOLD ARE BEING MODIFIED OR

REPLACED. PANELS SHOWN IN SCREENED OR FADED LINEWORK

ARE FOR REFERENCE, ARE EXISTING, OR ARE PERFORMED BY

OTHER TRADES BUT ARE NOT PART OF THIS SCOPE OF WORK.

35.PROVIDE NEW TYPE WRITTEN DIRECTORIES FOR ALL PANELS

INSTALLED OR MODIFIED UNDER THIS CONTRACT.

36.CONTRACTOR IS TO VERIFY AND CORRECT ALL PANEL

SCHEDULES OF PANELS THAT ARE BEING WORKED ON.

37.IMPLEMENT AND VERIFY THE VA'S INFECTION CONTROL POLICY

AND INTERNAL REVIEW THROUGHOUT CONSTRUCTION.

38.COORDINATE WITH COR AND ARRANGE FOR ELECTRICIAN

SUPERVISOR OVERSIGHT IN ADVANCE OF WORKING ON

SWITCHGEAR OR ESSENTIAL ELECTRICAL SYSTEM (EES)

EQUIPMENT. SUCH OVERSIGHT IS MANDATORY FOR WORKING

ON THESE CATEGORIES OF EQUIPMENT.

39.ENSURE LOCKS PROVIDED ON NEW PANELBOARDS ARE KEYED

TO MATCH EXISTING SITE KEYING. COORDINATE WITH COR AND

VA'S SPECIFIC DEPARTMENT FOR EXACT REQUIREMENTS.

40.LOCATE RECEPTACLES AND TELE/DATA JACKS AT 18" AFF

UNLESS NOTED OTHERWISE. LOCATE LIGHT SWITCHES 48" AFF

UNLESS NOTED OTHERWISE.

41.ELEVATIONS FOR ELECTRICAL EQUIPMENT ARE SHOWN TO

CENTER OF DEVICE OR ENCLOSURE UNLESS NOTED

OTHERWISE.

42.SIZES OF WIRE AND CABLE ARE BASED ON COPPER

CONDUCTORS. PROVIDE COPPER CONDUCTORS, NOT

ALUMINUM. SIMILARLY, PROVIDE TRANSFORMER WINDINGS AND

PANELBOARD BUSES AS COPPER, NOT ALUMINUM.

GENERAL NOTES

KW KILOWATT

WEATHERPROOF; WHILE IN-USE

XMFR

TRANSFORMER

WEST

POLYVINYL CHLORIDE

NATIONAL ELECTRICAL CODE

SPECIFICATIONS

TYP

VOLT AMPERE

VOLT

TYPICAL

SPEC, SPECS

REC, RECPT

REF

PVC

SOUTH

RECEPTACLE

REFERENCE

NEC

PNL

PHASE

PANELBOARD

MAX

NORTH

MAXIMUM

ELECTRICAL OR ELECTRIC

GROUND FAULT CIRCUIT INTERRUPTER

GALVANIZED RIGID STEEL CONDUIT

KILOVOLT AMPERES

1,000 CIRCULAR MILS

(E), EXIST EXISTING

G, GND, GRD GROUND

KVA

KCMIL, MCM

J-BOX

GRC

KEY

KILOVOLTS

JUNCTION BOX

FUT

GFI, GFCI

FIG

FUTURE

FIGURE

EQUIP

ENT

ELEC

DISC

DWG

ENTRANCE

EQUIPMENT

DISCONNECT

DRAWING

CU COPPER

CIRCUIT BREAKER

(NOT ALL ABBREVIATIONS ARE USED FOR THIS PROJECT)

AMPS INTERRUPTING CAPACITY (SYM RMS)

AMERICAN WIRE GAGE

CKT, CCT

AWG

AIC

CIRCUIT

CONDUIT

ELECTRICAL ABBREVIATIONS

A, AMP AMPERE

AC ABOVE-COUNTER

U.O.N UNLESS OTHERWISE NOTED

AL ALUMINUM

EASTE

UC UNDER-COUNTER

WHERE APPLICABLE

DEMO DEMOLISH

OR OPERATING ROOM

VOLTAGE (POTENTIAL) TRANSFORMER (VT/PT),

NON-DRAWOUT-QUANTITY AND

VOLTAGE RATING AS INDICATED

POWER FACTOR METER

KILOWATT HOUR METER

CURRENT TRANSFORMER (CT)-SECOND

NUMERAL OF TRANSFORMATION RATIO

IDENTIFIES NOMINAL CURRENT OF METERING

/ACCESSORY CIRCUIT, NUMERAL IN PARENTHESIS

INDICATES QUANTITY OF CT'S

AMMETER WITH PHASE SELECTOR SWITCH

VOLTMETER WITH PHASE SELECTOR SWITCH

400/5 (3)

(3)

7200-120 (3)

(3)

AMMETER

VOLTMETER

FUSE - POWER AND CONTROL

APPLICATIONS RESPECTIVELY, SIZE AS INDICATED

9KV

DRAW-OUT DEVICE

100E

CABLE TERMINATION

SWITCH ASSEMBLY

600A200A

(NO. OF CONNECTIONS AS SHOWN)

NEW WORK

EXISTING

SECTIONALIZING CABINET

FAULT DETECTOR, MANUAL RESET

WATT/VAR METER

TIME OVERCURRENT

CAPACITIVE TRIP

ELECTRICAL SWITCH OPERATOR

W/V

C.T.

(#6 MIN. CONDUCTOR IF NOT SHOWN)

GROUND CONNECTION - TO STANDARD ROD

TYPE ELECTRODE TO NEAREST STRUCTURAL STEEL

GROUND FAULT RELAYG

WIRING GRAPHICS PRIMARY DISTRIBUTION

SEPARABLE CONNECTOR IN PRIMARY DISTRIBUTION

LINE (ELBOW TERMINATOR AND BUSHING

COMBINATION)-LOAD BREAK (200A) AND

NON-LOADBREAK (600A) STYLES RESPECTIVELY

SURGE ARRESTER - VOLTAGE RATING AND CLASS AS

NOTED

3# 2/0,15KV + #2/0,600V N

UNDERGROUND ELECTRICAL FEEDER - QUANTITY,

SIZE, AND VOLTAGE RATING OF PHASE AND NEUTRAL

CONDUCTORS AS INDICATED

DISCONNECT SWITCH, SIZE AND TYPE AS INDICATED

COMBINATION STARTER W/ EXTERNALLY OPERATED

MOTOR STARTER, TYPE AND SIZE AS INDICATED

VARIABLE FREQUENCY DRIVE

IN SCHEDULE.

DISCONNECT.

ON PLANE - TYPICAL.

VFD

MOTOR - EQUIPMENT SCHEDULE IDENTIFICATION

MOLDED CASE CB OF A GIVEN FRAME SIZE

MOLDED CASE CIRCUIT BREAKER, FIXED TRIP.

THREE POLE UNLESS DESIGNATED '1P' OR '2P'

NORMALLY CLOSED MOMENTARY PUSHBUTTON

AS SHOWN.

MEFX

NORMALLY CLOSED CONTACT

NORMALLY OPEN CONTACT

NORMALLY OPEN MOMENTARY PUSHBUTTON

WITH ADJUSTABLE TRIP SETTINGS350 AT

400 AF

30A 2P

ELECTRICAL POWER SYMBOLS

MANUAL STARTER WITH THERMAL OVERLOADS

$ VS

$ D

$ 3

DIMMER SWITCH

SWITCH WITH VACANCY SENSOR

SINGLE POLE SWITCH

THREE WAY SWITCH

A A

AFF48"

OCCUPANCY SENSOR FOR LIGHTING CONTROLOS

$ P SWITCH WITH PILOT LIGHT

A A

INTERIOR ELECTRICAL SYMBOLS

RECESS MTD. CAN LIGHTS. UPPER CASE LETTER IDENTIFIES

FIXTURE TYPE. DARKENED AREA INDICATES EMERGENCY

POWERED.

WALL MOUNTED COMPACT FLUORECENT, LED OR H.I.D.

LUMINAIRE, UPPER CASE LETTER IDENTIFIES FIXTURE TYPE.

DARKENED AREA INDICATES EMERGENCY POWERED.

RECESS MOUNTED LED FIXTURE. UPPER CASE LETTER

DESIGNATES THE FIXTURE TYPE. DARKENED AREA INDICATES

EMERGENCY POWERED.

SURFACE MOUNTED LED FIXTURE W/ UPPER CASE LETTER

DESIGNATES THE FIXTURE TYPE. DARKENED AREA INDICATES

EMERGENCY POWERED.

WALL(SURFACE) MOUNTED LED FIXTURE W/ LENS. UPPER CASE

LETTER DESIGNATES THE FIXTURE TYPE. DARKENED AREA

INDICATES EMERGENCY POWERED.

2'X4' RECESS MOUNTED LED FIXTURE. UPPER CASE LETTER

DESIGNATES THE FIXTURE TYPE. DARKENED AREA INDICATES

EMERGENCY POWERED.

STRIP LIGHT LED FIXTURE W/ UPPER CASE LETTER DESIGNATES

THE FIXTURE TYPE. DARKENED AREA INDICATES EMERGENCY

POWERED.

WALL MTD. EXIT SIGN, ARROW IDENTIFIES DIRECTION OF EGRESS

SINGLE FACE

WALL MTD. EXIT SIGN, ARROWS IDENTIFY DIRECTION OF EGRESS

DOUBLE FACES

CEILING MTD. EXIT SIGN, ARROW IDENTIFIES DIRECTION OF

EGRESS SINGLE FACE

CEILING MTD. EXIT SIGN, ARROW IDENTIFIES DIRECTION OF

EGRESS DOUBLE FACES

CATV OUTLET, 18"AFF, UNLESS NOTED OTHERWISE. "2"

DENOTES DUPLEX JACK.

PHOTOSENSOR FOR DAYLIGHTING CONTROLPS

VACANCY SENSOR FOR LIGHTING CONTROLVS

$ OS SWITCH WITH OCCUPANCY SENSOR

(2#12+#12 GRD)1/2"C

QUANTITY OF GROUND WIRES

CONDUIT SIZE

CONDUIT RUN - SCHEMATIC DIAGRAM

QUANTITY OF PHASE AND NEUTRAL WIRES

GFCI

15A

DUPLEX RECEPTACLE - 2P,3W GROUNDING TYPE RECEPTACLE, 125V,

NUMERAL ADJACENT IDENTIFIES CURRENT RATING IN AMPS (NO

DESIGNATION INDICATES 20A MIN.) GFCI INDICATES DEVICE WITH

INTEGRAL GROUND FAULT PROTECTION, WP INDICATES WEATHERPROOF.

BRANCH CIRCUIT AND FEEDER WIRING. ARROWS AND

LETTER/NUMERALS IDENTIFY ABV. GRADE HOME-RUN CIRCUITS. #12

CONDUCTORS UNLESS NOTED OTHERWISE. ALL CONDUIT SHALL CONTAIN

A GREEN INSULATED GROUND WIRE SIZED IN ACCORDANCE WITH 2014

NEC TABLE 250.122, UNLESS OTHERWISE NOTED.

LIGHTING AND APPLIANCE TYPE PANELBOARD. - SURFACE MOUNTED

2P, 3W GROUNDING TYPE RECEPTACLE - 125V, CONVENTIONAL

DUPLEX, NEMA 5-20R. RECEPTACLE COVERPLATE SHALL BE

PROVIDED WITH LABEL STATING "COMPUTER".

2P, 3W GROUNDING TYPE RECEPTACLE - 125V, CONVENTIONAL

DUPLEX, NEMA 5-20R. RECEPTACLE POWERED THROUGH OCCUPANCY

SENSOR LOCATED WITHIN SAME AREA.

2P, 3W GROUNDING TYPE RECEPTACLE, EMERGENCY - 125V,

CONVENTIONAL DUPLEX, NEMA 5-20R.

CEILING MOUNTED DUPLEX RECEPTACLE OUTLET

FLOOR DUPLEX RECEPTACLE OUTLET

FLOOR DUPLEX RECEPTACLE, EMERGENCY

FLOOR 4-PLEX RECEPTACLE OUTLET

SPECIAL RCPT, PROVIDE RECEPTACLE CONFIGURATION NOTED

JUNCTION BOX, 4" SQUARE UNLESS NOTED OTHERWISE

SINGLE RECEPTACLE - 2P,3W GROUNDING TYPE RECEPTACLE, 125V,

NUMERAL ADJACENT IDENTIFIES CURRENT RATING IN AMPS (NO

DESIGNATION INDICATES 20A MIN.) GFCI INDICATES DEVICE WITH

INTEGRAL GROUND FAULT PROTECTION, WP INDICATES WEATHERPROOF

WIRING GRAPHICS - SECONDARY DISTRIBUTION

A A

GFCI

15A

FUSED DISCONNECT SWITCH, SIZE AND TYPE AS INDICATED

ON PLANE - TYPICAL.

EI001

ELECTRICAL GENERAL NOTES

50JL MMM

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

MAXWELL, NEBRASKA

890CM3014

MARCH 4, 2022 Dwg. of 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

FORT McPHERSON NATIONAL CEMETERY EXPANSIONThe LA Group

(518) 587-8100 Aqua Engineering

(970) 372-6104

OCMI

(202) 607-7575 Miller & Associates

(308) 345-3710

Fil e P ath : P

:\G

D3 -2

1 F

0C M3

4 E

I00 1.D

W G

GORDON - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

GORDON

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

(304) 725-8456

AES Group

(303) 841-3922

CRA

(859) 252-4737

Office of Design and Construction

Service

AutoCAD SHX Text P1-1 jlandrith PE Seal

2" CONDUIT FROM

IRRIGATION CONTROLLER TO

20A BREAKER IN PANEL "D"

EXOTHERMIC

WELD CABLE

CONNECTION.

LIGHTNING PROTECTION COPPER

DOWN CONDUCTOR.

3/4" x 10'-0" COPPERCLAD

STEEL GROUND ROD. REFER

TO LAYOUT FOR LOCATION.

GROUND RING AND/OR

PROVIDE

FINISH

GRADE

STONE FREE

COMPACTED

BACKFILL

WARNING TAPE

3" MIN

6"MIN COVER

2'-6" MIN

3'-0" MAX

SAND

PVC OR PVC COATED RIGID METAL

CONDUIT (QUANITY AND SIZE

AS INDICATED ON PLANS)

MIN

PROVIDE #2/0 GROUND

IN TRENCH. BOND TO

GROUND ROD AND

ENCLOSURE AT BOTH

ENDS OF THE CABLE.

3"MIN SPACER

GROUND

BUILDING EXTERIOR

ROOF

2" PVC COATED

RIGID STEEL

CONDUIT

PENETRATIONPROVIDE APPROPRIATE

CONDUIT COUPLING

TO EXTERIOR CONDUIT

WITHIN ATTIC SPACE

PVC OR PVC COATED

PROVIDE APPROPRIATE

CONDUIT COUPLING

RIGID METAL CONDUIT

8" Radius Min.

ACCEPTABLE

Less Than 8" Radius

90° Min.

EP101

ELECTRICAL POWER PLAN

51JL MMM

SHEET NOTES:

1. WORK TO BE PERFORMED BY ELECTRICAL CONTRACTOR SHOWN ON

PLANS. COORDINATE WITH OTHER TRADES PRIOR TO CREATING

PENETRATIONS, ROUTING CONDUIT, TRENCHING, OR CLOSE-IN OF

WALLS.

2. BEFORE TRENCHING, SURVEY THE SITE FOR EXISTING PLUMBING,

TELECOM, ELECTRICAL, AND OTHER SUBTERRANEOUS OBSTACLES.

3. ROUTE ALL NEW CONDUIT TO THE UNDERSIDE OF THE STRUCTURE. DO

NOT PERFORM TRENCHING IN CONCRETE SLABS.

4.…

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