Columbaria Plans Part 2R1.pdf

PDF 11 MB Posted Jun 27, 2022

Attached to: Y1AZ--832CM3035: Columbaria Burial Expansion and Road Renovation, Biloxi National Cemetery Biloxi, Mississippi
Solicitation number: 36C78622B0013
Issued by: Department of Veterans Affairs National Cemetery Administration

About this file

Written by GovTribe AI · Dec 28, 2023

This document outlines requirements for a federal contract solicitation to provide construction services for a columbaria burial expansion and road renovation project at the Biloxi National Cemetery in Biloxi, Mississippi. The Department of Veterans Affairs National Cemetery Administration is seeking a contractor to prepare the construction site, demolish existing structures, and complete all work according to provided drawings and specifications within 181 calendar days of award. Services include site preparation, demolition, construction, quality control, clean up, and closeout documentation. Offerors must have relevant experience and comply with standards of conduct, employee dress codes, and operational protocols for working within the cemetery. The solicitation includes details on performance periods, working hours, holidays, safety requirements, and standards for protecting gravesites and honoring burial services during construction.

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Other files

File	Type	Posted
Road Plans Part 1 _ Rev 1 06092022.pdf	PDF	Jun 27, 2022
RFI Form.pdf	PDF	Jun 27, 2022
Cost Estimate Worksheet.pdf	PDF	Jun 27, 2022
Specifications _ Rev 1 06092022.pdf	PDF	Jun 27, 2022
Columbaria Plans Part 4.pdf	PDF	Jun 27, 2022
36C78622B0013_1.docx	DOCX document	Jun 27, 2022
Columbaria Plans Part 3.pdf	PDF	Jun 27, 2022
DOL DB Wage Determination _ Harrison County.pdf	PDF	Jun 27, 2022
Columbaria Plans Part 1.pdf	PDF	Jun 27, 2022
Road Plans Part 2.pdf	PDF	Jun 27, 2022
Past Performance.pdf	PDF	Jun 27, 2022

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HORIZONTAL CONTROL POINTS

POINT #

NORTHING

330373.3909

330391.6008

330379.4555

330387.5990

330379.5110

330387.6642

330377.5381

330377.5758

330397.8593

330397.8972

330377.6410

330377.6788

330406.0871

330406.1247

330377.7439

330377.7815

EASTING

948,976.4070

948,976.2403

948,980.4873

948,980.4211

948,988.4871

948,988.4208

948,994.5034

948,999.1386

948,994.3380

948,998.9732

949,007.1384

949,011.7736

949,006.9068

949,011.5421

949,019.7734

949,024.4086

HORIZONTAL CONTROL POINTS

POINT #

NORTHING

330406.1898

330406.2275

330414.1908

330414.2273

330426.3837

330426.4214

330379.8614

330379.9267

330404.2546

330404.3197

330416.3072

330416.3723

330432.5662

330432.6202

330377.9443

330377.9820

EASTING

949,019.5418

949,024.1771

949,019.6277

949,024.1120

949,019.3774

949,024.0127

949,030.3919

949,038.3916

949,030.1934

949,038.1932

949,030.1211

949,038.1194

949,029.9874

949,037.9872

949,044.4080

949,049.0432

HORIZONTAL CONTROL POINTS

POINT #

NORTHING

330406.3902

330406.4280

330414.3900

330414.4247

330442.8359

330442.8737

330457.9570

330378.0471

330378.0848

330406.4931

330406.5308

330414.4928

330414.5306

330434.8141

330434.8518

330378.1499

EASTING

949,044.1764

949,048.8117

949,044.1113

949,048.7518

949,043.8797

949,048.5150

949,049.1390

949,057.0430

949,061.6782

949,056.8114

949,061.4467

949,056.7463

949,061.3868

949,056.5808

949,061.2161

949,069.6780

HORIZONTAL CONTROL POINTS

POINT #

NORTHING

330378.1876

330406.5959

330406.6306

330414.5957

330414.6304

330426.7922

330426.8299

330380.2676

330380.3327

330404.6607

330404.7260

330378.3504

330378.3881

330406.7963

330406.8341

330378.4535

EASTING

949,074.3132

949,069.4464

949,074.0817

949,069.3865

949,074.0218

949,069.2872

949,073.9225

949,080.2965

949,088.2962

949,080.0980

949,088.0977

949,094.3126

949,098.9478

949,094.0810

949,098.7162

949,106.9473

HORIZONTAL CONTROL POINTS

POINT #

NORTHING

330378.4909

330406.8994

330406.9371

330378.5560

330378.5937

330398.8773

330398.9150

330380.6737

330380.7388

330396.9324

330396.9975

330378.7565

330378.7943

330399.0777

330399.1155

330378.8593

EASTING

949,111.5826

949,106.7158

949,111.3510

949,119.5824

949,124.2176

949,119.4169

949,124.0522

949,130.2011

949,138.2008

949,130.0686

949,138.0685

949,144.2171

949,148.8524

949,144.0517

949,148.6870

949,156.8522

HORIZONTAL CONTROL POINTS

POINT #

NORTHING

330378.8970

330399.1805

330399.2182

330378.9620

330378.9997

330399.2833

330399.3210

330381.0798

330381.1449

330397.3481

330397.4132

330379.1625

330379.2003

330399.4838

330399.5215

330379.2653

EASTING

949,161.4874

949,156.6867

949,161.3220

949,169.4872

949,174.1225

949,169.3218

949,173.9570

949,180.1057

949,188.1054

949,179.9733

949,187.9730

949,194.1218

949,198.7571

949,193.9564

949,198.5916

949,206.7568

HORIZONTAL CONTROL POINTS

POINT #

NORTHING

330379.3030

330407.7113

330407.7490

330379.3682

330379.4063

330407.8141

330407.8519

330375.4604

330425.7442

330459.4281

330461.7279

330414.3513

330413.5907

330435.2306

330438.2583

330537.9913

EASTING

949,211.3920

949,206.5252

949,211.1605

949,219.3918

949,224.0270

949,219.1602

949,223.7955

949,230.7416

949,230.3325

949,053.2740

949,055.6837

949,115.6122

949,118.8593

949,241.4674

949,240.0625

949,019.9091

HORIZONTAL CONTROL POINTS

POINT #

NORTHING

330542.1644

330482.0097

330472.2516

330498.5823

330481.3819

330454.1893

330381.4878

330430.5907

330381.8932

330382.3012

330382.7045

330383.1125

EASTING

949,039.4652

949,116.0953

949,143.8544

949,301.8485

949,312.1395

949,143.3675

948,984.4716

949,034.0005

949,034.3965

949,084.2793

949,134.1850

949,184.0892

SEC

106 107

108 109

116 117

118 119

120 121

122 123

124 125

126 127

128 129

134 135

136 137

145 146

153 154

155 156

165 166

169 170

171 172

173 174

177 178

189 190

193 194

197 198

199 200

207 208

220 221 222 223

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

BILOXI NATIONAL CEMETERY

COLUMBARIUM BURIAL

EXPANSION

Biloxi, MS

832CM3035

N/A Project Director

01/18/2022Revisions: Date:

Stephen Davis Department of Veterans Affairs, NCA

Phone: 202.632.4833 Email: steve.davis@va.gov Sheet of 32

BID DOCUMENTS

VCI Project Management Construction Management Engineering

JOINTING & HORIZONTAL

CONTROL PLAN

C-102

LEGEND AND SYMBOLS

EX STORM DRAIN

EX FIBER OPTIC JUNCTION BOX

CONCRETE CURBING

CONCRETE RIBBON CURB

CONCRETE SIDEWALK

ROADWAY CENTERLINE

DRAINAGE INLET

DRAINAGE PIPE

CONTROL JOINT

EXPANSION JOINT

ADA RAMP W/ DETECTABLE WARNING

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

01/18/2021 SF JV

Bid Alternate 1 is not include in this solicitation

Base Bid

Bid Alternate 1

AutoCAD SHX Text

AutoCAD SHX Text 10'

AutoCAD SHX Text 20'

SEC

FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO

SEC

GRATE INLET #1

FG:20.65

FG:20.50

FG:21.29

FG:21.31

FG:21.68

FG:21.66

FG:21.95

FG:21.93

FG:21.70

FG:21.78

FG:21.73

FG:21.83

FG:21.71

FG:21.71 FG:21.75

FG:21.75

FG:21.85

FG:21.76

FG:21.63

FG:21.55

FG:21.46

FG:21.45

FG:21.40

FG:21.31

FG:21.22

FG:21.14

FG:21.10

FG:21.00

FG:20.94

FG:20.88

FG:20.87

FG:20.84

FG:20.77

FG:20.72

FG:20.65

FG:20.62

FG:20.55

FG:20.73

FG:20.70

FG:21.65

FG:21.00

FG:21.75

FG:21.83

FG:21.73

FG:21.70

FG:21.75

FG:21.63

FG:21.58

FG:21.50

FG:21.40

FG:21.48

FG:21.40

FG:21.48

FG:21.55

FG:21.40

FG:21.55

FG:21.40

FG:21.43

FG:21.28

FG:21.10

FG:21.25

FG:21.10

FG:21.20

FG:21.10FG:21.05

FG:21.05

FG:20.92

FG:20.98

FG:21.05

FG:21.20

FG:21.18

FG:21.27

FG:21.36

TC:21.13

FC:20.63

TC:21.02

FC:20.52

TC:20.39

FC:20.39

TC:21.26

FC:20.76

TC:21.33

FC:20.83

TC:21.70

FC:21.20

TC:21.64

FC:21.14

TC:21.51

FC:21.01

TC:21.50

FC:21.00

TC:21.37

FC:20.87

TC:20.75

FC:20.75

FG:20.06

FG:19.97

FG:19.53

FG:19.36

FG:19.40

FG:19.48

FG:19.45

FG:19.57

FG:19.88

FG:20.24

FG:21.18

FG:19.93

FG:20.17

FG:20.41

FG:20.57

FG:20.33

FG:20.09

FG:21.08

FG:21.20

FG:21.22

FG:20.83

FG:20.85

-1 .5

-1 .7

-1 .2

-2 .0

-1 .8

% -1 .0

-0.8%-1.2% -1.7%

-0.7%

-0.3%

-1 .5

-1 .0

-1 .2

-1.8%

-2.0%

-1.3%

-1 .4

-1 .1

-1 .9

-2 .0

-1 .8

-1 .6

-1.

-0 .9

-1.3%

FG:21.75

FG:21.80

FG:21.85

FG:21.95

FG:21.85

FG:21.85FG:21.75

FG:21.75

FG:21.65

FG:21.60

FG:21.60FG:21.38

FG:21.38

FG:21.08

FG:21.03

FG:20.90

FG:20.67

FG:20.74

FG:20.79

FG:20.90

FG:20.96

FG:21.02

FG:21.16

FG:21.10

FG:21.16

FG:21.24

FG:21.33

FG:21.48

FG:21.57

FG:21.65

FG:21.73

FG:21.77

FG:21.77 FG:21.77

FG:21.77

FG:21.46

FG:21.53

FG:21.18

FG:21.18FG:21.00

FG:21.00

FG:21.22

FG:21.29

FG:21.38

-1 .6

-1 .5

-1 .2

FG:19.38

FG:19.48

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

BILOXI NATIONAL CEMETERY

COLUMBARIUM BURIAL

EXPANSION

Biloxi, MS

832CM3035

N/A Project Director

01/18/2022Revisions: Date:

Stephen Davis Department of Veterans Affairs, NCA

Phone: 202.632.4833 Email: steve.davis@va.gov Sheet of 32

BID DOCUMENTS

VCI Project Management Construction Management Engineering

GRADING PLAN

C-103

KEYED NOTESLEGEND AND SYMBOLS

EX STORM DRAIN

EX CATCH BASIN

EX ASPHALT DRIVE

ORNAMENTAL FENCE W/ MOW CURB

EX CONCRETE SIDEWALK

EX BURIAL PLOTS

EX LIVE OAK TREE

1. 24" CONCRETE RIBBON CURB, SEE DETAIL D2/C-501.

2. 24" CURB AND GUTTER, SEE DETAIL D5/C-501.

3. 5' TRANSITION FROM CURB AND GUTTER TO RIBBON CURB.

4. 5' TERMINATION TRANSITION.

5. ADA RAMP, SEE DETAIL F9/C-501.

6. ROADWAY CENTERLINE, SEE SHEET C-104 FOR PLAN AND

PROFILE.

7. DRAINAGE RUN 1, SEE SHEET C-105 FOR PLAN AND

PROFILE.

8. SAW CUT.

EX FIBER OPTIC LINE

EX FIBER OPTIC JUNCTION BOX

EX BOLLARD

EX IRRIGATION MAIN

CONCRETE CURBING

CONCRETE RIBBON CURB

CONCRETE SIDEWALK

ROADWAY CENTERLINE

DRAINAGE PIPE

EX CONTOUR MAJOR

EX CONTOUR MINOR

CONTOUR MAJOR

CONTOUR MINOR

FINISHED GRADEFG: 20.00

TOP OF CURBTC: 20.00

FACE OF CURBFC: 20.0011

EXISTING GRADEEG: 20.00

5 5

SAW CUT

ADA RAMP W/ DETECTABLE WARNING

ELEVATION LOCATION

EDGE OF FOOTING

ELEVATION LOCATION

SCALE: N.T.S.

TYP. ELEVATION LOCATIONSB9

ELEVATION LOCATION

COLUMBARIUM

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

01/18/2021 SF JV

ADDITIVE BID ALTERNATE 1BASE BID

SEE G-001

Bid Alternate 1 is not include in this solicitation

AutoCAD SHX Text

AutoCAD SHX Text 10'

SEC

10"Ø Southern Live Oak (Quercus virginiana)

12' Rad. Dripline

19' Rad. Dripline (Quercus virginiana)

12"Ø Southern Live Oak

24"Ø Southern Live Oak (Quercus virginiana)

26' Rad. Dripline

24"Ø Southern Live Oak (Quercus virginiana)

31' Rad. Dripline

31' Rad. Dripline (Quercus virginiana)

21"Ø Southern Live Oak

19' Rad. Dripline (Quercus virginiana)

15"Ø Southern Live Oak

22' Rad. Dripline (Quercus virginiana)

13"Ø Southern Live Oak

SEC

10"Ø Southern Live Oak (Quercus virginiana)

12' Rad. Dripline

19' Rad. Dripline (Quercus virginiana)

12"Ø Southern Live Oak

24"Ø Southern Live Oak (Quercus virginiana)

26' Rad. Dripline

24"Ø Southern Live Oak (Quercus virginiana)

31' Rad. Dripline

31' Rad. Dripline (Quercus virginiana)

21"Ø Southern Live Oak

19' Rad. Dripline (Quercus virginiana)

15"Ø Southern Live Oak

22' Rad. Dripline (Quercus virginiana)

13"Ø Southern Live Oak

GRATE INLET #1

STA:0+00

STA:3+00

EP: 3+42.70

PC: 0+00.91

PT: 3+27.00

PCC: 2+41.01

LP: 0

+69.69

H P:

LP: 2+85.50

EG:20.45

FG:20.45

EG:20.67

FG:20.67

EG:20.36

FG:20.36

EG:20.53

FG:20.53

EG:20.76

FG:20.76

EG:20.45

FG:20.45

L=342.70

CL=209.69CD=S62° 53' 58"E

R=135.00

L=342.70

CL=85.96

CD=N63° 34' 19"E

R=955.79

S11° 56' 53"E 0.91'

S17° 36' 27"W 39.49'

1.00% 0.44%

-1.00% 0.50% -0.50%

EXISTING 12" RCP

INV= 16.95'

EXISTING GRADE

FINISHED GRADE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

BILOXI NATIONAL CEMETERY

COLUMBARIUM BURIAL

EXPANSION

Biloxi, MS

832CM3035

N/A Project Director

01/18/2022Revisions: Date:

Stephen Davis Department of Veterans Affairs, NCA

Phone: 202.632.4833 Email: steve.davis@va.gov Sheet of 32

BID DOCUMENTS

VCI Project Management Construction Management Engineering

ROADWAY PLAN & PROFILE

C-104

KEYED NOTESLEGEND AND SYMBOLS

EX STORM DRAIN

EX CATCH BASIN

EX ASPHALT DRIVE

ORNAMENTAL FENCE W/ MOW CURB

EX CONCRETE SIDEWALK

EX BURIAL PLOTS

EX LIVE OAK TREE

EX FIBER OPTIC LINE

EX FIBER OPTIC JUNCTION BOX

EX IRRIGATION MAIN

CONCRETE CURBING

CONCRETE RIBBON CURB

CONCRETE SIDEWALK

ROADWAY CENTERLINE

DRAINAGE PIPE

EX CONTOUR MAJOR

EX CONTOUR MINOR

CONTOUR MAJOR

CONTOUR MINOR

1. 24" CONCRETE RIBBON CURB, SEE DETAIL D2/C-501.

2. 24" CURB AND GUTTER, SEE DETAIL D5/C-501.

3. 5' TRANSITION FROM CURB AND GUTTER TO RIBBON CURB,

SEE DETAIL D5/C-501.

4. ADA RAMP, SEE DETAIL F9/C-501.

5. DRAINAGE RUN 1, SEE SHEET C-105 FOR PLAN AND

PROFILE.

DRAINAGE INLET

50' TRANSITION FROM EXISTING

CROWNED ROADWAY TO SUPER

ELEVATION. SEE SHEET C-103 FOR

ELEVATIONS

50' TRANSITION FROM EXISTING

CROWNED ROADWAY TO SUPER

ELEVATION. SEE SHEET C-103 FOR

ELEVATIONS

ADA RAMP W/ DETECTABLE WARNING

SCALE: 1"=10'

PLAN VIEWD5

SCALE: 1"=10'

PROFILE VIEWF5

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

01/18/2021 SF JV

AutoCAD SHX Text

AutoCAD SHX Text 10'

SEC

0+71

0+00

GRATE INLET #1

EG:20.45

FG:20.45

EG:20.67

FG:20.67

EG:20.36

FG:20.36

EG:20.53

FG:20.53

EG:20.76

FG:20.76

EG:20.45

FG:20.45

INV=18.80

RIM=21.21

INV= 18.96

RIM=21.57

INV= 19.32

RIM=20.88

INV= 18.63

RIM=20.64

INV= 18.39

RIM=20.90

INV= 18.65

RIM=20.37

INV= 18.12

INV=18.72INV=18.64INV=18.47INV=18.39INV=18.31INV=18.23INV=18.15INV=17.97

INV=17.90

INV=17.81

INV=17.73

INV=17.65

INV=17.48

INV=17.40

INV=17.32

INV=17.23

INV=17.15

INV=16.90

INV=16.98

INV=16.82

INV=16.75

INV=16.66

INV=16.53

INV=16.41

INV=16.32

INV=16.26

EXISTING GRADE

FINISHED GRADE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

BILOXI NATIONAL CEMETERY

COLUMBARIUM BURIAL

EXPANSION

Biloxi, MS

832CM3035

N/A Project Director

01/18/2022Revisions: Date:

Stephen Davis Department of Veterans Affairs, NCA

Phone: 202.632.4833 Email: steve.davis@va.gov Sheet of 32

BID DOCUMENTS

VCI Project Management Construction Management Engineering

DRAINAGE PLAN & PROFILE

C-105

KEYED NOTESLEGEND AND SYMBOLS

EX STORM DRAIN

EX CATCH BASIN

EX ASPHALT DRIVE

ORNAMENTAL FENCE W/ MOW CURB

EX CONCRETE SIDEWALK

EX BURIAL PLOTS

EX LIVE OAK TREE

1. DRAINAGE RUN 1, 8" RCP.

2. 4" PERFORATED PVC.

3. 4" SOLID PVC.

4. 6" SOLID PVC.

5. 8" HDPE (CORRUGATED, DUAL WALL, SMOOTH INTERIOR)

6. TURF OR PLAZA CLEANOUT, SEE DETAIL B6/C-502.

7. GRAVEL STRIP CLEANOUT, SEE DETAIL B9/C-502.

8. 24" GRATED INLET, SEE DETAIL B3/C-502.

EX FIBER OPTIC LINE

EX FIBER OPTIC JUNCTION BOX

EX BOLLARD

EX IRRIGATION MAIN

CONCRETE CURBING

CONCRETE RIBBON CURB

CONCRETE SIDEWALK

ROADWAY CENTERLINE

8" RCP DRAINAGE PIPE

EX CONTOUR MAJOR

EX CONTOUR MINOR

CONTOUR MAJOR

CONTOUR MINOR

PIPE INVERTINV: 20.00

TOP OF RIMRIM: 20.00

TYP.

7 TYP.

6 TYP.

4" PERFORATED PVC

4" SOLID PVC

6" SOLID PVC

8" PVC

7 TYP.

2 TYP.

3 TYP.

4 TYP.

5 TYP.

6 TYP.

INV=16.10

ADA RAMP W/ DETECTABLE WARNING

88 8 8

SCALE: 1"=10'

PLAN VIEWF5

SCALE: 1"=10'

PROFILE VIEWB9

CLEANOUT

GENERAL NOTES:

1. ALL NON-PERFORATED DRAINAGE PIPE IS TO HAVE A

MINIMUM SLOPE OF 1.0% EXCEPT WHERE SHOWN.

2. ALL 4" SOLID PVC IS TO BE INCREASED TO 6" PVC

WHEN TWO DRAINAGE RUNS CONVERGE.

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

01/18/2021 SF JV

ADDITIVE BID ALTERNATE 1BASE BID

SEE G-001

Bid Alternate 1 is not include in this solicitation

AutoCAD SHX Text

AutoCAD SHX Text 10'

SEC

GRATE INLET #1

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

BILOXI NATIONAL CEMETERY

COLUMBARIUM BURIAL

EXPANSION

Biloxi, MS

832CM3035

N/A Project Director

01/18/2022Revisions: Date:

Stephen Davis Department of Veterans Affairs, NCA

Phone: 202.632.4833 Email: steve.davis@va.gov Sheet of 32

BID DOCUMENTS

VCI Project Management Construction Management Engineering

FOUNDATION ELEVATIONS

C-106

LEGEND AND SYMBOLS

EX STORM DRAIN

EX CATCH BASIN

EX ASPHALT DRIVE

ORNAMENTAL FENCE W/ MOW CURB

EX CONCRETE SIDEWALK

EX BURIAL PLOTS

EX LIVE OAK TREE

EX FIBER OPTIC LINE

EX FIBER OPTIC JUNCTION BOX

EX BOLLARD

EX IRRIGATION MAIN

CONCRETE CURBING

CONCRETE RIBBON CURB

CONCRETE SIDEWALK

ROADWAY CENTERLINE

DRAINAGE PIPE

EX CONTOUR MAJOR

EX CONTOUR MINOR

CONTOUR MAJOR

CONTOUR MINOR

BOTTOM OF FOOTINGBF: 20.00

SAW CUT

ADA RAMP W/ DETECTABLE WARNING

: 1

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

01/18/2021 SF JV

SCALE: N.T.S.

TYP. BOTTOM OF FOOTNG ELEVATIONB8

BOTTOM OF FOOTING

ADDITIVE BID ALTERNATE 1BASE BID

SEE G-001

Bid Alternate 1 is not include in this solicitation

AutoCAD SHX Text

AutoCAD SHX Text 10'

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

BILOXI NATIONAL CEMETERY

COLUMBARIUM BURIAL

EXPANSION

Biloxi, MS

832CM3035

N/A Project Director

01/18/2022Revisions: Date:

Stephen Davis Department of Veterans Affairs, NCA

Phone: 202.632.4833 Email: steve.davis@va.gov Sheet of 32

BID DOCUMENTS

VCI Project Management Construction Management Engineering

DETAILS - SITE

C-501

1. SPILL TYPE 24" CURB AND GUTTER. SEE DETAIL D5 THIS SHEET.

2. 24" RIBBON CURB. SEE DETAIL D2 THIS SHEET.

3. SUBGRADE COMPACTED TO 98% DENSITY BY STANDARD

PROCTOR.

4. 6" OF 610 LIMESTONE BASE COMPACTED TO 95% DENSITY BY

MODIFIED PROCTOR.

5. PRIME COAT OVER LIMESTONE. SEE SPECIFICATION SECTION

33 12 16 3.5B.

6. NEW 4" ASPHALT BINDER COURSE, PLACE IN 2" LIFTS

COMPACTED TO 96% BULK DENSITY PER ASTM D2726.

7. APPLY TACK COAT BETWEEN LAYERS OF BINDER COURSE AND

BETWEEN SURFACE COURSE AND BINDER COURSE.

8. NEW 2" ASPHALT SURFACE COURSE COMPACTED TO 96% BULK

DENSITY PER ASTM D2726.

2.0'10.0'10.0'2.0'

7 8 CL

2.0'20.0'10.0'2.0'

7 8 CL

24"

14"

6" 8"

2% SLOPE

2.00'

#4 REBAR WITH CHAIRS -

CONTINUOUS

SEE ROADWAY CROSS SECTIONS FOR SLOPES

6" OF 610 LIMESTONE BASE

COMPACTED TO 95% DENSITY

BY MODIFIED PROCTOR

LIMESTONE BASE TO

EXTEND A MINIMUM OF 6"

BEYOND EDGE OF CURB

SCALE: NTS

ROADWAY CROSS SECTIONSB4

SCALE: NTS

24" RIBBON CURBD2

SCALE: NTS

SPILL TYPE 24" CURB & GUTTERD5

TRANSITIION DETAIL 6" OF 610 LIMESTONE BASE

COMPACTED TO 95% DENSITY

BY MODIFIED PROCTOR

LIMESTONE BASE TO

EXTEND A MINIMUM OF 6"

BEYOND EDGE OF CURB

SLOPE 1" IN 12"

5.0

NOTES:

1. CONSTRUCTION JOINTS

TO BE SPACED 5' O.C.

2. EXPANSION JOINTS TO

BE PLACED 20' O.C.

NOTES:

1. CONSTRUCTION JOINTS TO BE SPACED 5' O.C.

2. EXPANSION JOINTS TO BE PLACED 20' O.C.

1/2"BITUMASTIC EXPANSION

JOINT MATERIAL WITH

SEALANT PLACED AT

INTERVAL AS NOTED

ABOVE FOR FULL DEPTH

OF CONCRETE.

SEALANT IS TO BE

ROUNDED AS SHOWN

CONCRETE

PAVEMENT

NOTES:

1. JOINT DEPTH TO BE 1/4 OF PAVEMENT

THICKNESS

SCALE: NTS

CONTRACTION JOINTF5

SCALE: NTS

EXPANSIOIN JOINTF2

#4 REBAR

CONTINUOUS

PAINT AND GREASE END

OF DOWELS

SMOOTH DOWEL 58"

DIA.

5" 5"

SAW CUT

NOTES:

1. ALL EXPOSED EDGES ARE TO

HAVE A 1/4" TOOLED RADIUS.

2. ALL EXPANSION JOINTS ARE TO

HAVE A 1/4" TOOLED RADIUS.

SCALE: NTS

ADA RAMPF9

MEDIUM BROOM FINISH

PER SECTION 32 05 23

#4 REBAR @ 12" O.C. EACH WAY AND MUST

BE SUPPORTED ON REINFORCEMENT BAR

CHAIRS WHEN INSTALLED.

SCALE: NTS

CONCRETE PAVEMENTB9

1. COMPACTED 610 LIMESTONE BASE COMPACTED TO AT

LEAST 95% DENSITY BY MODIFIED PROCTOR.

2. COMPACTED ENGINEERED FILL PLACED IN MAXIMUM NINE

INCH LOOSE LIFTS COMPACTED TO AT LEAST 98% OF THE

MATERIALS STANDARD PROCTOR MAXIMUM DRY DENSITY.

3. RAMMED AGGREGATE PIER. SIZE AND SPACING TO BE

5.0' 5.0' 5.0'

24" CURB AND GUTTER

SIDE FLARESIDE FLARE

DETECTABLE

WARNING

SURFACE

ISOMETRIC VIEW

EXPANSION JOINT SHALL

BE PLACED AROUND THE

PERIMETER OF THE RAMP

EXPANSION JOINT SHALL

BE PLACED AROUND THE

PERIMETER OF THE RAMP

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

01/18/2021

6" CLEAR

TYP.

#4 REBAR WITH CHAIRS -

CONTINUOUS

6" CLEAR

TYP.

SF JV

ROADWAY CROSS SECTION KEYED NOTES

CONCRETE PAVEMENT KEYED NOTES

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

BILOXI NATIONAL CEMETERY

COLUMBARIUM BURIAL

EXPANSION

Biloxi, MS

832CM3035

N/A Project Director

01/18/2022Revisions: Date:

Stephen Davis Department of Veterans Affairs, NCA

Phone: 202.632.4833 Email: steve.davis@va.gov Sheet of 32

BID DOCUMENTS

VCI Project Management Construction Management Engineering

DETAILS - SITE

C-502

SCALE: NTS

CLEANOUT - TURF OR PLAZAB6

NTS

GRATED INLETB3

GRATE INLET NOTES

1. ALL EXPOSED CORNERS TO HAVE 3/4" CHAMFER.

2. ALL REINFORCEMENT BARS SHALL BE GRADE 60 AND SHALL HAVE A MINIMUM 2" COVER UNLESS OTHERWISE NOTED.

3. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 p.s.i.

4. INVERTS SHALL BE POURED MONOLITHICALLY WITH FOOTING.

5. REINFORCING BARS SHALL BE CUT TO CLEAR PIPE BY 2".

6. STEPS ARE REQUIRED IN STORM DRAIN MANHOLES THAT ARE AT 3 FT OF DEPTH AND GREATER (FROM INVERT TO RIM).

6.1. STEPS WILL BE REINFORCED COPOLYMER POLYPROPYLENE PLASTIC STEPS 12" O.C. CONFORMING TO ASTM C478.

#5 DIAGONALS

AROUND FRAME

3'-0"2'-0"

3'-0" 6"6" 2'-0"

PROVIDE

KEYWAY

#5 @ 8" O.C.

BOTH WAYS

VARIES

CLR.

#5 @ 8" O.C.

BOTH WAYS

SEE REINFORCING TABLE

FOR SIZE AND SPACING

#4 DOWELS-SPACING TO MATCH

TOP SLAB REINFORCING

2" CLR.

PROVIDE EAST JORDAN IRON

WORKS 8315Z 3815M ASSEMBLY

OR APPROVED EQUAL

DIAMETER OF

OUTLET PIPE

6" - 12"

MIN. WALL

THICKNESS

TOP CONCRETE SLAB

REINFORCING

# 5 @ 8" O.C. E.W.

INSIDE

DIMENSION

8" TYP

PLUG END OF PIPE

UNLESS CONTINUOUS

WYE BRANCH

45° ELBOW

4" SOLID PVC.

1/2" EXPANSION JOINT

FILLER WITH SEALANT

SURFACE VARIES - FLUSH WITH TOP

OF PLAZA SLAB OR TURF. CONCRETE

EXTENDS IN PLAZA APPLICATION.

GRADE

FINISH BLOCK OF CONCRETE

12"x12"x8" WHEN CLEANOUT

IS NOT IN PAVED AREA

BRONZE COUNTERSUNK PLUG IN

PLAZA. PVC COUNTERSUNK

PLUG IN TURF.

PVC TRAP SCREW FERRULE

4 INCHES OF COMPACTED

DRAINAGE FILL -

SPEC SECTION 312000

CLEANOUT PLUG

(MALE PIPE THREAD) CLEANOUT ADAPTOR (FEMALE

PIPE THREAD)DECORATIVE GRAVEL

REFERENCE C7/A-501 FOR DETAILS

#57 STONE

INSTALL PLASTIC PLUG

W/ 'O' RING FOR END OF LINE

SECTION

4" 12" MIN.

4"Ø PERFORATED PVC

PVC WYE

FILTER FABRIC

SCALE: NTS

CLEANOUT - GRAVEL STRIPB9

NTS

STORM SEWER BEDDINGE2

STORM SEWER

PIPE

12"

MAX.

12"

MAX.

VARIES

SIZE II STABILIZER AGGREGATE PER SECTION

907-304-1 OF THE CITY BILOXI STANDARD

SPECIFICATIONS AND COMPACTED TO 95%

MODIFIED PROCTOR PER ASTM D1557.

NOTES:

1. ALL TRENCH EXCAVATION SHALL

BE IN ACCORDANCE WITH OSHA

REQUIREMENTS.

2. FULL DEPTH ENGINEERED

BACKFILL REQUIRED UNDER ALL

CONCRETE AND ASPHALT

PAVEMENT.

1. BOLLARD TO BE CANTERBURY 1890 - REMOVABLE MOUNTING - 30" HIGH, OR APPROVED EQUAL.

NOTES:

SCALE: NTS

BOLLARDF5

PLAN VIEW ISOMETRIC VIEW

MOUNTING VIEW

n10-1/2"

30"

Ø10-1/2"

ACCESS PANEL

REMOVABLE TOP

TAMPER PROOF SET SCREWS

1-3/16" I.D. EYEBOLT

PIN WELDED TO BOTTOM OF BOLLARD

FITS INTO HOLE EMBEDDED PIPE SLEEVE

SO BOLLARD CANNOT SPIN.

18"

10-1/2"

3/4" ROD

2" TUBE

12" DIAMETER SONOTUBE

24" MIN. DEPTH

COMPACTED BACKFILL,

SEE SPECIFICATION 31 20

00 FOR COMPACTION

REQUIREMENTS

FINISHED SURFACE VARIES, SEE PLANS

#3 BARS, VERTICAL AND

CIRCULAR AS SHOWN.

11"

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

01/18/2021 SF JV

REINFORCEMENT TABLE

AutoCAD SHX Text

%%UELEVATION

AutoCAD SHX Text

%%UPLAN VIEW

PLAN

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

BILOXI NATIONAL CEMETERY

COLUMBARIUM BURIAL

EXPANSION

Biloxi, MS

832CM3035

N/A Project Director

01/18/2022Revisions: Date:

Stephen Davis Department of Veterans Affairs, NCA

Phone: 202.632.4833 Email: steve.davis@va.gov Sheet of 32

BID DOCUMENTS

VCI Project Management Construction Management Engineering

DETAILS - EROSION &

SEDIMENTATION CONTROL

C-503

4' MIN.

2.5' MIN.

1.5' MIN.

28"

6' MAX. O.C.

EXISTING GROUND

2"X4" WOOD STUDS

FILTER FABRIC SILT FENCE

(TYPE A)

SCALE: NTS

SILT FENCED2

8oz NON WOVEN

HARD SURFACE

PUBLIC ROAD

COARSE AGGREGATE

N.S.A. R-2 (1.5" - 3.5")

CONSTRUCTION EXIT

GEOTEXTILE UNDERLINER

6" MIN.

20' MIN.

50' MIN.

SCALE: NTS

CONTRUCTION ENTRANCED6

CONCRETE

WASHOUT

LETTERS A MINIMUM OF 5" IN

HEIGHT

CONCRETE WASHOUT SIGN DETAIL

STAKE (TYP.)

STRAW BALE (TYP.)

10' MIN.

' M

PLAN

TYPE "ABOVE GRADE"

WITH STRAW BALES

BINDING WIRE

STRAW BALE

STAPLES 18" DIA. 4" STAPLE

(2 PER BALE)

NATIVE MATERIAL

(OPTIONAL)

WOOD OR

METAL STAKES

(2 PER BALE)

SECTION B-B

NOTES:

1. ACTUAL LAYOUT DETERMINED IN FIELD.

2. INSTALL CONCRETE WASHOUT SIGN (24"X24", MINIMUM) WITHIN 30' OF THE

TEMPORARY CONCRETE WASHOUT FACILITY.

3. TEMPORARY WASHOUT AREA MUST BE AT LEAST 50' FROM A STORM

DRAIN, CREEK BANK OR PERIMETER CONTROL.

4. CLEAN OUT CONCRETE WASHOUT AREA WHEN 50% FULL.

5. THE KEY TO FUNCTIONAL CONCRETE WASHOUTS IS WEEKLY

INSPECTIONS, ROUTINE MAINTENANCE, AND REGULAR CLEAN OUT.

6. SILT FENCE SHALL BE INSTALLED

AROUND PERIMETER OF

CONCRETE WASHOUT AREA

EXCEPT FOR THE SIDE UTILIZED

FOR ACCESSING THE WASHOUT.

7. A ROCK CONSTRUCTION

ENTRANCE MAY BE NECESSARY

ALONG ONE SIDE OF THE

WASHOUT TO PROVIDE VEHICLE

ACCESS.

IMPERVIOUS LINER

SCALE: NTS

CONCRETE WASHOUT AREAB7

BURIED FABRIC SILT FENCE

TYPE-C SILT FENCE

1' MIN.1.5' MIN.

3' MIN.

1.5' MAX.

W/WIRE BACKING

STEEL POST

GRAVEL BAGS FILLED

WITH #57 STONE

SCALE: NTS

INLET PROTECTIONB2

GENERAL NOTE:

1. SILT FENCE SHALL BE USED IN

APPLICATIONS WHERE THE

SURROUNDING FINISHED GRADE IS

SOIL.

2. GRAVEL BAGS SHALL BE USED IN

APPLICATIONS WHERE THE

SURROUNDING FINISHED GRADE IS

IMPERVIOUS.

2.1. SEE GRAVEL BAG NOTES ON THIS

SHEET FOR GRAVEL BAG

REQUIREMENTS

GRAVEL BAG NOTES:

1. BAG MATERIAL: BAGS SHOULD BE WOVEN

POLYPROPYLENE, POLYETHYLENE OR POLYAMIDE

FABRIC, MINIMUM UNIT WEIGHT OF 4 OUNCES/YD²,

MULLEN BURST STRENGTH EXCEEDING 300 LB/IN² IN

CONFORMANCE WITH THE REQUIREMENTS IN ASTM

DESIGNATION D3786, AND ULTRAVIOLET STABILITY

EXCEEDING 70% IN CONFORMANCE WITH THE

REQUIREMENTS IN ASTM DESIGNATION D4355.

2. BAG SIZE: EACH GRAVEL-FILLED BAG SHOULD HAVE

A LENGTH OF 18 IN., WIDTH OF 12 IN., THICKNESS OF

3 IN., AND MASS OF APPROXIMATELY 33 LBS. BAG

DIMENSIONS ARE NOMINAL, AND MAY VARY BASED

ON LOCALLY AVAILABLE MATERIALS.

3. FILL MATERIAL: FILL MATERIAL SHALL BE 0.5 TO 1.0

INCH CRUSHED ROCK, CLEAN AND FREE OF CLAY,

ORGANIC MATTER, AND OTHER DELETERIOUS

MATERIAL, OR OTHER SUITABLE OPEN-GRADED,

NON-COHESIVE, POROUS GRAVEL.

4. TURN THE ENDS OF GRAVEL BAG BARRIER UP SLOPE

TO PREVENT RUNOFF FROM GOING AROUND

BARRIER.

5. USE PYRAMID APPROACH WHEN STACKING BAGS.

2X4 WOOD FRAME

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

01/18/2021

5' RADIUS

SF JV

AutoCAD SHX Text

%%UFRONT VIEW

AutoCAD SHX Text

%%USIDE VIEW

AutoCAD SHX Text

1.5' MIN.

AutoCAD SHX Text

2.5' MIN.

AutoCAD SHX Text 28"

AutoCAD SHX Text

6" TRENCH

AutoCAD SHX Text

FLOW

AutoCAD SHX Text B

AutoCAD SHX Text

%%UPLAN

AutoCAD SHX Text

%%UPLAN

AutoCAD SHX Text

%%USECTION

AutoCAD SHX Text 12"

AutoCAD SHX Text 18"

%%USECTION

FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO

FO FO

21"Ø Southern Live Oak (Quercus virginiana)

31' Rad. Dripline

24"Ø Southern Live Oak (Quercus virginiana)

31' Rad. Dripline

26' Rad. Dripline (Quercus virginiana)

20"Ø Southern Live Oak

25' Rad. Dripline (Quercus virginiana)

24"Ø Southern Live Oak

BOLLARD (TYP.)

END

START

END

START

TYP.

START

END

START

END

START

END

TYP.

END

START

END

TYP.

START

TYP.

DEMOLITION KEYED NOTES

DEMOLITION

CODE DESCRIPTION

D-01 EXISTING TREE TO REMAIN - PROVIDE TREE PROTECTION PER DETAIL D7/LP501.

D-02 REMOVE EXISTING TREE AND GRIND STUMP TO 24" BELOW FINISH GRADE.

D-03 REMOVE AND DISPOSE OF SOD AND SOIL TO DEPTH AS NEEDED TO CONSTRUCT NEW IMPROVEMENTS.

D-04 REMOVE IRRIGATION ROTOR OR SPRAY HEAD INCLUDING SWING JOINT ASSEMBLY / RISER, CUT AND CAP LATERAL

PIPING EXCEPT WHERE INDICATED FOR CONNECTION TO NEW LATERALS (REFERENCE IRRIGATION PLAN, SHEET

LI401). SALVAGE HEADS AND SWING JOINTS AND RETURN TO OWNER.

D-05 REMOVE PVC LATERAL LINES AND FITTINGS TO LIMITS SHOWN. CUT AND CAP LATERAL PIPING AT ENDS OF

SECTIONS TO REMAIN EXCEPT WHERE INDICATED FOR CONNECTION TO NEW LATERALS (REFERENCE IRRIGATION

PLAN, SHEET LI401).

D-06 REMOVE REMOTE CONTROL VALVE ASSEMBLY, INCLUDING ALL PIPING, FITTINGS AND VALVE BOX. (REFERENCE

IRRIGATION PLAN, SHEET LI401).

D-07 REMOVE MANUAL ISOLATION VALVE ASSEMBLY, INCLUDING ANY PIPING, FITTINGS AND VALVE BOX.

D-08 CUT AND REMOVE EXISTING MAIN LINE AND EXISTING DECODER CABLE TO EXTENTS SHOWN ON PLAN.

DISRUPTION IN SERVICE OF IRRIGATION SYSTEM FOR REMAINDER OF CEMETERY SHALL BE NO LONGER THAN 24

HOURS (SEE IRRIGATION PLAN, SHEET LI401 FOR NEW MAIN LINE & DECODER CABLE ROUTING.)

D-09 EXISTING PVC MAINLINE TO REMAIN (LOCATION IS APPROXIMATE, CONTRACTOR SHALL FIELD VERIFY).

D-10 EXISTING PVC LATERAL LINES TO REMAIN.

D-11 EXISTING IRRIGATION ROTOR OR SPRAY HEAD TO REMAIN.

D-12 EXISTING REMOTE CONTROL VALVE TO REMAIN.

D-13 EXISTING FIBER OPTIC CONDUIT TO REMAIN. CONTRACTOR SHALL LOCATE PRIOR TO EXCAVATION OPERATIONS IN

THIS AREA. HAND DIG AS REQUIRED TO AVOID DAMAGE.

D-14 EXISTING AIR RELEASE, QUICK COUPLER, OR MANUAL ISOLATION VALVES ON EXISTING MAINLINE TO REMAIN.

D-15 EXISTING PVC SLEEVE TO REMAIN.

D-16 EXISTING STORM DRAIN AND CATCH BASIN, REFER TO CIVIL PLANS.

FBO

DEMOLITION GENERAL NOTES

CODE DESCRIPTION

GD-01 THE CONTRACTOR SHALL FILL AND COMPACT ALL VOIDS CREATED BY DEMOLITION

WORK WITH CLEAN BACKFILL MATERIAL WHICH SHALL BE APPROVED BY COR PRIOR

TO BACKFILL OPERATIONS.

GD-02 THE CONTRACTOR SHALL PROTECT EXISTING UTILITIES FROM DAMAGE. ANY DAMAGE

TO EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL

COST TO THE GOVERNMENT.

GD-03 THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING UTILITY LINES

PRIOR TO DEMOLITION, CONSTRUCTION, AND TRENCHING.

GD-04 THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE NO

DAMAGE OCCURS TO EXISTING STRUCTURES, TREES, AND PAVEMENT TO REMAIN

AND ITEMS TO BE SALVAGED. ANY DAMAGE TO ITEMS TO REMAIN OR TO BE

SALVAGED RESULTING FROM CONSTRUCTION OPERATIONS SHALL BE REPAIRED

AND/OR REPLACED AT NO ADDITIONAL COST TO THE GOVERNMENT. SEE TREE

PROTECTION DETAILS AND NOTES, D7/LP501.

GD-05 ALL AREAS ADJACENT TO THE SITE SHALL BE MAINTAINED IN A CLEAN CONDITION,

MUD AND DUST FREE AT ALL TIMES.

GD-06 PRIOR TO DEMOLITION OPERATIONS, THE CONTRACTOR SHALL BE REQUIRED TO

DOCUMENT ALL EXISTING CONDITIONS DIRECTLY ADJACENT TO THE PROJECT AREA

AND THE CONDITION OF ANY EXISTING ITEMS TO REMAIN WITHIN THE PROJECT AREA.

CONTRACTOR SHALL PROVIDE DOCUMENTATION TO THE COR BEFORE PROCEEDING

WITH ANY WORK.

00 20' 40'

NORTH

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

BILOXI NATIONAL CEMETERY

COLUMBARIUM BURIAL

EXPANSION

Biloxi, MS

832CM3035

N/A Project Director

01/18/2022Revisions: Date:

Stephen Davis Department of Veterans Affairs, NCA

Phone: 202.632.4833 Email: steve.davis@va.gov Sheet of 32

BID DOCUMENTS

VCI Project Management Construction Management Engineering

IRRIGATION DEMOLITION PLAN

ENLARGEMENT - BASE BID

LD401

JS, AMBV

FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO

FO FO

21"Ø Southern Live Oak (Quercus virginiana)

31' Rad. Dripline

24"Ø Southern Live Oak (Quercus virginiana)

31' Rad. Dripline

26' Rad. Dripline (Quercus virginiana)

20"Ø Southern Live Oak

25' Rad. Dripline (Quercus virginiana)

24"Ø Southern Live Oak

BOLLARD (TYP.)

END

START

END

TYP.

START

END

START

END

START

END

TYP.

END

START

END

TYP.

START

TYP.

START

DEMOLITION KEYED NOTES

DEMOLITION

CODE DESCRIPTION

D-01 EXISTING TREE TO REMAIN - PROVIDE TREE PROTECTION PER DETAIL D7/LP501.

D-02 REMOVE EXISTING TREE AND GRIND STUMP TO 24" BELOW FINISH GRADE.

D-03 REMOVE AND DISPOSE OF SOD AND SOIL TO DEPTH AS NEEDED TO CONSTRUCT NEW IMPROVEMENTS.

D-04 REMOVE IRRIGATION ROTOR OR SPRAY HEAD INCLUDING SWING JOINT ASSEMBLY / RISER, CUT AND CAP LATERAL

PIPING EXCEPT WHERE INDICATED FOR CONNECTION TO NEW LATERALS (REFERENCE IRRIGATION PLAN, SHEET

LI401). SALVAGE HEADS AND SWING JOINTS AND RETURN TO OWNER.

D-05 REMOVE PVC LATERAL LINES AND FITTINGS TO LIMITS SHOWN. CUT AND CAP LATERAL PIPING AT ENDS OF

SECTIONS TO REMAIN EXCEPT WHERE INDICATED FOR CONNECTION TO NEW LATERALS (REFERENCE IRRIGATION

PLAN, SHEET LI401).

D-06 REMOVE REMOTE CONTROL VALVE ASSEMBLY, INCLUDING ALL PIPING, FITTINGS AND VALVE BOX. (REFERENCE

IRRIGATION PLAN, SHEET LI401).

D-07 REMOVE MANUAL ISOLATION VALVE ASSEMBLY, INCLUDING ANY PIPING, FITTINGS AND VALVE BOX.

D-08 CUT AND REMOVE EXISTING MAIN LINE AND EXISTING DECODER CABLE TO EXTENTS SHOWN ON PLAN.

DISRUPTION IN SERVICE OF IRRIGATION SYSTEM FOR REMAINDER OF CEMETERY SHALL BE NO LONGER THAN 24

HOURS (SEE IRRIGATION PLAN, SHEET LI401 FOR NEW MAIN LINE & DECODER CABLE ROUTING.)

D-09 EXISTING PVC MAINLINE TO REMAIN (LOCATION IS APPROXIMATE, CONTRACTOR SHALL FIELD VERIFY).

D-10 EXISTING PVC LATERAL LINES TO REMAIN.

D-11 EXISTING IRRIGATION ROTOR OR SPRAY HEAD TO REMAIN.

D-12 EXISTING REMOTE CONTROL VALVE TO REMAIN.

D-13 EXISTING FIBER OPTIC CONDUIT TO REMAIN. CONTRACTOR SHALL LOCATE PRIOR TO EXCAVATION OPERATIONS IN

THIS AREA. HAND DIG AS REQUIRED TO AVOID DAMAGE.

D-14 EXISTING AIR RELEASE AND QUICK COUPLER VALVES ON EXISTING MAINLINE TO REMAIN.

D-15 EXISTING PVC SLEEVE TO REMAIN.

D-16 EXISTING STORM DRAIN AND CATCH BASIN, REFER TO CIVIL PLANS.

FBO

DEMOLITION GENERAL NOTES

CODE DESCRIPTION

GD-01 THE CONTRACTOR SHALL FILL AND COMPACT ALL VOIDS CREATED BY DEMOLITION

WORK WITH CLEAN BACKFILL MATERIAL WHICH SHALL BE APPROVED BY COR PRIOR

TO BACKFILL OPERATIONS.

GD-02 THE CONTRACTOR SHALL PROTECT EXISTING UTILITIES FROM DAMAGE. ANY DAMAGE

TO EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL

COST TO THE GOVERNMENT.

GD-03 THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING UTILITY LINES

PRIOR TO DEMOLITION, CONSTRUCTION, AND TRENCHING.

GD-04 THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE NO

DAMAGE OCCURS TO EXISTING STRUCTURES, TREES, AND PAVEMENT TO REMAIN

AND ITEMS TO BE SALVAGED. ANY DAMAGE TO ITEMS TO REMAIN OR TO BE

SALVAGED RESULTING FROM CONSTRUCTION OPERATIONS SHALL BE REPAIRED

AND/OR REPLACED AT NO ADDITIONAL COST TO THE GOVERNMENT. SEE TREE

PROTECTION DETAILS AND NOTES, D7/LP501.

GD-05 ALL AREAS ADJACENT TO THE SITE SHALL BE MAINTAINED IN A CLEAN CONDITION,

MUD AND DUST FREE AT ALL TIMES.

GD-06 PRIOR TO DEMOLITION OPERATIONS, THE CONTRACTOR SHALL BE REQUIRED TO

DOCUMENT ALL EXISTING CONDITIONS DIRECTLY ADJACENT TO THE PROJECT AREA

AND THE CONDITION OF ANY EXISTING ITEMS TO REMAIN WITHIN THE PROJECT AREA.

CONTRACTOR SHALL PROVIDE DOCUMENTATION TO THE COR BEFORE PROCEEDING

WITH ANY WORK.

00 20' 40'

NORTH

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

BILOXI NATIONAL CEMETERY

COLUMBARIUM BURIAL

EXPANSION

Biloxi, MS

832CM3035

N/A Project Director

01/18/2022Revisions: Date:

Stephen Davis Department of Veterans Affairs, NCA

Phone: 202.632.4833 Email: steve.davis@va.gov Sheet of 32

BID DOCUMENTS

VCI Project Management Construction Management Engineering

IRRIGATION DEMOLITION PLAN

ENLARGEMENT - BID ALTERNATE #1

LD402

JS, AMBV

FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO

I-01

I-02

I-05

I-01

I-06

I-05

I-04

TYP.

I-07

I-08

I-01

I-09

V24.0

V318.5

I-01

I-03

I-04

30 30

I-01

V4 54.3

V1189

A. ALL MAIN LINE AND WIRE SLEEVES ARE TO BE INSTALLED BY DIRECTIONAL BORING.

B. CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY TO

CONSTRUCT PROPOSED IRRIGATION SYSTEM IN ACCORDANCE WITH PLANS, WRITTEN

SPECIFICATIONS AND DETAILS.

C. FOR PVC IRRIGATION PIPING AND EQUIPMENT REFERENCE SPECIFICATION SECTION 328400 -

LANDSCAPE IRRIGATION SYSTEM.

D. THE LOCATION AND SIZE OF IRRIGATION EQUIPMENT ON THE PLAN IS SHOWN

DIAGRAMMATICALLY FOR GRAPHIC CLARITY. THE LOCATION OF VALVES, ETC. SHALL BE

APPROVED BY THE COR IN THE FIELD.

E. THE LOCATION OF IRRIGATION MAIN AND LATERAL LINES ON THE PLAN IS SHOWN

DIAGRAMMATICALLY FOR GRAPHIC CLARITY. UNLESS OTHERWISE NOTED ON THE PLAN, ANY

IRRIGATION LINES SHOWN IN HARDSCAPE AREAS IS FOR GRAPHIC CLARITY ONLY. IRRIGATION

LINES SHALL BE LOCATED IN IMMEDIATELY ADJACENT LANDSCAPE AREAS.

F. ALL VALVE BOXES IN TURF SHALL BE GREEN WITH GREEN BOLT-DOWN LIDS. VALVE BOXES IN

MULCH BEDS SHALL BE TAN WITH TAN BOLT-DOWN LIDS.

G. IRRIGATION SYSTEM WAS DESIGNED AT A MINIMUM STATIC PRESSURE OF 85 PSI AT THE POINT

OF CONNECTION. CONTRACTOR SHALL VERIFY ACTUAL PSI AND DELIVER RESULTS TO

LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. IN THE EVENT THE ACTUAL PSI IS LESS THAN

85 PSI THE CONTRACTOR SHALL RECEIVE DIRECTION FROM LANDSCAPE ARCHITECT REGARDING

DESIGN MODIFICATIONS IF NECESSARY.

H. TRENCHES SHALL BE COMPACTED IN 6" LIFTS PER DETAIL F8/LI501. THE TOP 6" OF TRENCH

SHALL BE BACKFILLED WITH AMENDED SOIL. TOPS OF ALL TRENCHES SHALL BE PLANTED WITH

TURF GRASS SOD, SPECIES SHALL MATCH WHAT IS SHOWN ON THE PLANTING PLAN, SHEET

LP401. SEE ALSO PLANTING SPECIFICATIONS.

I. FINAL HEAD LAYOUT SHALL BE REVIEWED AND APPROVED BY COR PRIOR TO INSTALLATION OF

LATERAL PIPING AND HEADS.

IRRIGATION GENERAL NOTES

PRESSURE COMPENSATING BUBBLER ASSEMBLY FOR SHRUBS & NEW TREES, FIXED RISER WITH

SWING JOINT AND NOZZLES AS FOLLOWS:

MODEL NO. GPM PSI NOTES

IRRIGATION LEGEND

REMOTE CONTROL VALVE ASSEMBLY, PLASTIC BODY 24-VOLT VALVE WITH TWO-WIRE DECODER AND

PRESSURE REGULATING DEVICE. SIZE INDICATED ON PLANS. INSTALL PER DETAIL F1/LI501, SEE

SPECIFICATIONS.

EXISTING IRRIGATION REMOTE CONTROL VALVE TO REMAIN.

QUICK COUPLING VALVE ASSEMBLY. INSTALL PER DETAIL D3/LI501.

MAINLINE ISOLATION VALVE, RESILIENT WEDGE, DUCTILE IRON GATE VALVE WITH 2" OPERATING NUT, SAME SIZE AS LINE. INSTALL PER DETAIL F4/LI501.

VARIABLE ARC SPRAY HEAD ASSEMBLIES, 6" POP-UP WITH PRESSURE REGULATING SPRAY BODY AND

NOZZLES AS FOLLOWS (INSTALL PER DETAIL B7/LI501):

MODEL NO. RADIUS GPM PSI PR

8 Q 8' 0.29 30 1.76

8 H 8' 0.59 30 1.76

10 Q 10' 0.39 30 1.52

10 H 10' 0.79 30 1.52

12 Q 12' 0.59 30 1.58

12 H 12' 1.18 30 1.58

12 F 12' 2.37 30 1.58

15 Q 15' 0.93 30 1.58

15 H 15' 1.85 30 1.58

15 F 15' 3.70 30 1.58

FLOWER WATER STATION SERVICE LINE, 1" SCH. 40 SOLVENT WELD PVC. DEPTH OF BURY, 24".

TRANSITION FROM 8" MAIN TO 1" LINE USING DUCTILE IRON SERVICE TEE.

TYPE 1 .25 (1 @ 0.25 GPM PER SHRUB) 30 REFERENCE DETAIL C5/LI501

IRRIGATION MAIN LINE AND DECODER CABLE. MAINLINE SHALL BE CLASS 200 O-RING AND GASKET

PVC, SIZE 8". DEPTH OF BURY 30". ALL JOINTS SHALL HAVE DUCTILE IRON FITTINGS AND JOINT

RESTRAINTS AS INDICATED IN THE SPECIFICATIONS AND PER DETAIL D6/LI501. DECODER CABLE

SHALL BE INSTALLED IN 1" SCH 40 PVC CONDUIT ADJACENT TO MAIN LINE PER DETAIL F8/LI501.

LATERAL PIPING, CLASS 200 O-RING AND GASKET PVC, SIZE AS SHOWN ON PLAN. SIZES 2-1/2" AND

SMALLER SHALL BE SCH. 40 SOLVENT WELD PVC, 24" DEPTH OF BURY. PIPE CONVEYING LESS THAN

5-GPM SHALL BE 3/4". ALL JOINTS ON SIZES 3" AND LARGER SHALL HAVE DUCTILE IRON FITTINGS AND

JOINT RESTRAINTS AS INDICATED IN THE SPECIFICATIONS AND PER DETAIL D6/LI501.

MAIN LINE AND LATERAL SLEEVE PIPING, CLASS 200, SDR-21, BELL-END, SOLVENT WELD PVC, REFER

TO GENERAL NOTE A, SPECIFICATIONS, AND DETAIL E5/LI501.

IRRIGATION DECODER CABLE SLEEVE PIPING, CLASS 200, SDR-21, BELL-END, SOLVENT WELD 2" PVC, REFER TO GENERAL NOTE A.

SELF-RESTRAINED DUCTILE IRON CAP, SIZE PER LINE SIZE.

IRRIGATION KEYED NOTES

IRRIGATION

CODE DESCRIPTION DETAIL

I-01 CONNECT NEW LATERAL LINE TO EXISTING LATERAL LINE, VALVE, OR HEAD.

I-02 EXISTING SLEEVED LATERAL TO REMAIN.

I-03 INSTALL NEW ROTOR HEAD ASSEMBLY. SEE IRRIGATION SCHEDULE.

I-04 EXISTING SPRAY/ROTOR HEAD ASSEMBLY TO REMAIN.

I-05 INSTALL NEW SPRAY HEAD ASSEMBLY. SEE IRRIGATION SCHEDULE.

I-06 CONNECT NEW MAIN LINE AND DECODER CABLE TO EXISTING MAIN LINE AND DECODER

CABLE.

I-07 FLOWER WATER STATION - SEE ARCHITECTURAL DETAILS.

I-08 INSTALL QUICK COUPLING VALVE ASSEMBLY ON MAINLINE OR FLOWER WATER STATION

SERVICE LINE.

I-09 EXISTING BURIED FIBER OPTIC CONDUIT. CONTRACTOR SHALL LOCATE IN FIELD PRIOR TO

EXCAVATION OPERATIONS IN THIS AREA. HAND DIG AS NECESSARY TO PREVENT DAMAGE.

FBO

IRRIGATION LEGEND

EXISTING IRRIGATION SLEEVE PIPING.

EXISTING PVC IRRIGATION MAIN LINE TO REMAIN, SIZE VARIES.

EXISTING IRRIGATION LATERAL LINE TO REMAIN.

EXISTING SELF-RESTRAINED DUCTILE IRON CAP TO REMAIN.

EXISTING SPRAY OR ROTOR HEAD ASSEMBLIES TO REMAIN.

POP-UP ROTOR SPRINKLER ASSEMBLIES, 5" POP-UP WITH STAINLESS STEEL RISER AND NOZZLES AS

FOLLOWS (INSTALL PER DETAIL B7/LI501):

MODEL NO. RADIUS GPM PSI PR

16 Q 67' 17.2 70 1.48

16 H 67' 17.2 70 0.74

16 F 67' 17.2 70 0.37

24 Q 75' 27.0 70 1.84

24 H 75' 27.0 70 0.92

24 F 75' 27.0 70 0.46

EXISTING AIR RELEASE VALVE AND QUICK COUPLING VALVE TO REMAIN.

POP-UP ROTOR SPRINKLER ASSEMBLIES WITH MATCHED PRECIPITATION RATE (MPR) NOZZLES, 6"

POP-UP WITH STAINLESS STEEL RISER, CHECK VALVE, PRESSURE REGULATOR, AND NOZZLES AS

FOLLOWS (INSTALL PER DETAIL B7/LI501):

MODEL NO. RADIUS GPM PSI PR

MPR-30-Q 30' 1.40 45 0.60

MPR-30-H 30' 2.96 45 0.63

MPR-25-F 25' 3.82 45 0.59

V1189

VALVE FLOW (IN GPM)

VALVE NUMBER

VALVE SIZE

00 20' 40'

NORTH

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

BILOXI NATIONAL CEMETERY

COLUMBARIUM BURIAL

EXPANSION

Biloxi, MS

832CM3035

N/A Project Director

01/18/2022Revisions: Date:

Stephen Davis Department of Veterans Affairs, NCA

Phone: 202.632.4833 Email: steve.davis@va.gov Sheet of 32

BID DOCUMENTS

VCI Project Management Construction Management Engineering

IRRIGATION PLAN ENLARGEMENT -

BASE BID

LI401

JS, AMBV

NTS

FLOWER WATER SPIGOT SHUT-OFF VALVE

KEYED NOTES

1. 1" FIP x 1" FIP BRASS CURB STOP VALVE - SEE SPECIFICATIONS.

2. 1" SCH 80 PVC TOE NIPPLE.

3. 1" X

" PVC TT BUSHING.

4. 1" SW COUPLING.

" TYPE K COPPER LINE.

" SWEAT X NPT ADAPTER.

7. 8"X8"X16" SOLID CMU BLOCK, ONE PER CORNER, 4 TOTAL PER BOX.

" WASHED GRAVEL.

9. 13"X24"X24" POLYMER CONCRETE VALVE BOX w/ POLYMER CONCRETE LID - SEE SPECIFICATIONS.

10. FINISH GRADE.

11. FILTER FABRIC.

12.

" PRESSURE REDUCING VALVE - SEE SPECIFICATIONS.

13. 1" SCH. 40 PVC SUPPLY LINE.

14. CONICAL BIT ROUTER LID WITH 3" TALL BY 3/16" DEEP LETTERS: "FWS".

S E

I R

R I G

A T

I O

L E

G E

N D

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This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jun 27, 2022.