S02_Attachment 5_866CM3030 NNC Burial-Expansion Drawings-2.pdf

CEM

ETERY RO

AD

EXISTING

P.I.C. / PUBLIC RESTROOMS /

MAINTENANCE BUILDING

EXISTING BURIAL SECTION

'S' - PRE-PLACED CRYPTS

EXISTING BURIAL SECTION

'T' - PRE-PLACED CRYPTS

EXISTING BURIAL

SECTION 'U' -

PRE-PLACED

CRYPTS

EXISTING BURIAL SECTION

'V' - PRE-PLACED CRYPTS

EXISTING BURIAL SECTION

'W' - IN-GROUND CREMAINS

EXISTING BURIAL SECTION

'R' - TRADITIONAL CASKET

BURIALS

BL1

BL

BL

BL3

20.00' TYP.

GUTTER- TO -GUTTER

2.00'GUTTERTYP.

2.00'GUTTERTYP.

36.00' TYP.

52.00' TYP.

24.00'

40.00'

9.00'

TYP.

EQ.

.0

0'

TY

P.

20.00'

TYP.

3.00'

TYP.

6'

TYP.

6' TYP. JOINT

SPACING

CP503

N0 4°

6'

7.

"W

N85° 03' 12.25"E

22.00' EQ.

NATCHEZ NATIONAL

CEMETERY (WEST)

ENTRANCE

NATCHEZ

NATIONAL

CEMETERY

(EAST)

ENTRANCE

EXISTING HANDRAIL TO

REMAIN, TYP.

EXISTING RETAINING WALL

INSTALLED AS PART OF

THE USACE SLOPE

STABILIZATION PROJECT

EXISTING CHAIN LINK

PERIMETER FENCE, TYP. MODIFIED EXISTING CURB

INLET STRUCTURE

EXISTING DECORATIVE

PERIMETER FENCE, TYP.

EXISTING RETAINING

WALL, TYP.

EXISTING PROPERTY LINE, TYP.

VISITOR PARKING, TYP.; PROVIDE

(1) VAN ACCESSIBLE SPACE

EXISTING GRANITE

SECTION MARKER TYP.

NEW FLOWER WATERING

STATION, TYP.

IN-GROUND CREMAIN

BURIAL PLOT, TYP.; 4'X4'

EXISTING ASPHALT

ROADWAY, TYP.

EXISTING CONCRETE ROLLED

CURB AND GUTTER, TYP.

NEW 6'-WIDE WALKWAY, TYP.;

PROVIDE FLUSH TRANSITION AT

ACCESSIBLE PARKING SPACE

NEW BITUMINOUS ASPHALT PAVEMENT,

TYP.; PROVIDE SMOOTH FLUSH

TRANSITION TO ADJACENT PAVEMENT

NEW CONCRETE WHEEL STOP, TYP.

NEW STEEL BACKED

TIMBER GUARDRAIL, TYP.

NEW FLAGPOLE SLEEVE, TYP.

BURIAL SECTION 'X'

299 (4'X4') IGC PLOTS

BURIAL SECTION 'V' EXPANSION

97 PPC PLOTS

BURIAL SECTION 'T' EXPANSION

183 PPC PLOTS

NEW ROLLED CONCRETE CURB AND

GUTTER, TYP.

NEW BRICK PAVING, TYP.;

FIELD CUT BRICKS TO

ACCOMMODATE EXISTING

RADIAL FLAGPOLE BASE

NEW CRYPT PLOT

2'-10.5"X7'-6.5", TYP.

SEE NOTE NO. 5 REGARDING

LAYOUT OF PLOTS/CRYPTS, TYP.

SEE NOTE NO. 5 REGARDING

LAYOUT OF PLOTS/CRYPTS, TYP.

SEE NOTE NO. 5

REGARDING

LAYOUT OF

PLOTS/CRYPTS,

TYP.

EXISTING BURIAL GRID

MONUMENT, TYP.

BASE LINES 'B3', 'B4', 'B5', 'B6', 'B7' AND 'B8' ARE

ESTABLISHED USING THE FACE OF EXISTING

CRYPTS AND CROSSHAIRS OF EXISTING

BURIAL GRID MONUMENTATION (COORDINATES

OF EXISTING MONUMENTS TO BE RECORDED

PRIOR TO DEMOLITION OF MONUMENTS)

EXISTING BURIAL

GRID MONUMENT,

TYP.

NEW STEEL BACKED

TIMBER GUARDRAIL, TYP.

CONCRETE CURB

TRANSITION, TYP.

CONCRETE CURB

TRANSITION, TYP.

FLUSH CONCRETE

GUTTER, TYP.

FLUSH CONCRETE

GUTTER, TYP.

FLUSH CONCRETE

GUTTER, TYP.

30' O.C., TYP.

30' O.C., TYP.

30' O.C., TYP.

NEW BOOSTER PUMP

STATION AND

ASSOCIATED

ELECTRICAL

CONNECTION; SEE

IRRIGATION AND

ELECTRICAL PLANS, TYP.

DOWELED ISOLATION JOINT

ADJACENT TO EXISTING

CONCRETE

CP502

CI501

8, 11

CP502

CP502

BL

6 BL5

BL

BL7

FOR NEW CRYPTS PLACED SOUTH OF BASE

LINE 'B7', BASE LINE 'B8' (ESTABLISHED BASED

UPON THE ADJACENT EXISTING CRYPTS IN

SECTION 'T') SHALL BE THE STARTING POINT

FOR CRYPT PLACEMENT IN BOTH THE

SOUTHEAST AND NORTHWEST DIRECTIONS

SEE CRYPT

INSTALLATION

DETAILS ON CI501

(34"x90" CRYPTS)

OR CI501A

(34"x91" CRYPTS)

LIMIT OF DEVELOPMENT LINE,

TYP.; NOTE THAT THIS LINE IS

NOT INCLUSIVE OF IRRIGATION

WORK. SEE LI101 AND LI102 FOR

IRRIGATION WORK. ALL AREAS

DISTURBED OUTSIDE OF THE

LIMIT OF DEVELOPMENT LINE

SHOWN SHALL BE RESTORED

TO THEIR PREVIOUS CONDITION.

CP502

4"-WIDTH YELLOW PAVEMENT

MARKING (PARKING STRIPE), TYP.

CP504

CI505

NEW GRAVESITE GRID

MONUMENT, TYP.

CI502

SIGNAGE, TYP.; SEE

SIGNAGE PLAN

4"-WIDTH YELLOW PAVEMENT MARKING

(PARKING STRIPE), TYP.

CP503

CI501AOR

NEW FLOWER WATERING

STATION, TYP.

CI505

CENTERLINE

BETWEEN CRYPTS

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

ADAMS COUNTY, MISSISSIPPI

866CM3030

MARCH 7, 2023 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 SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

NATCHEZ NATIONAL CEMETERY

BURIAL EXPANSION PROJECT

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The LA Group

(518) 587-8100

AQUA ENGINEERING

(970) 229-9668

AES Group

(303) 841-3922

CB DESIGN GROUP

(888) 585-2234 INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

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

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

IN

TE

GRITY FEDERA

L

SERV I CES

Scope Revision & Clarification 6/7/2024

SITE LAYOUT PLAN - WEST

CS102

10 5 10 15 2020 0

Scale: 1" = 20'

LEGEND

PROPERTY LINE

NEW GUARDRAIL

MODIFIED SANITARY MANHOLE STRUCTURE

MODIFIED STORM STRUCTURE

NEW STORM CURB INLET STRUCTURE

NEW FLAGPOLE SLEEVE

NEW FLOWER WATERING STATION

NEW PRE-PLACED LAWN CRYPT (PPC)

PLOT (PERIMETER PLOT: BOLD OUTLINE)

NEW IN-GROUND CREMAIN (IGC) PLOT

NEW BITUMINOUS ASPHALT PAVING

NEW ROLLED CONCRETE CURB AND GUTTER

NOTES

NEW CONCRETE PEDESTRIAN PAVING

NEW AREA DRAIN

HEADSTONE FACE DIRECTION

LIMIT OF DEVELOPMENT LINE

KEY MAP

NATCHEZ

NATIONAL

CEMETERY

(WEST)

MARBLESTONE ROAD

CE

M

ET

ER

Y

RO

AD

NATCHEZ

NATIONAL

CEMETERY

(EAST)

1. EXISTING CONDITIONS ILLUSTRATED COMPILED FROM

.DWG NATCHEZ NATIONAL CEMETERY BURIAL EXPANSION

SURVEY PERFORMED BY PRAIRIE ENGINEERS (DECEMBER

2022), .DWG PHASE II BURIAL EXPANSION

AS-CONSTRUCTED DRAWINGS (FEB 2006), AND .PDF 95%

BLUFF STABILIZATION DRAWING (JUN 2018) PROVIDED BY

THE VA.

2. NATCHEZ NATIONAL CEMETERY BURIAL EXPANSION

SURVEY PERFORMED BY PRAIRIE ENGINEERS (DECEMBER

2022) WAS COMPLETED WHILE THE BLUFF STABILIZATION

PROJECT WAS STILL UNDER CONSTRUCTION. THE

SURVEYORS THEREFOR DID NOT HAVE ACCESS TO THE

AREA SURROUNDING THE WESTERN RETAINING WALL.

EXISTING CONDITIONS INFORMATION IN THIS AREA IS

COMPILED FROM THE OTHER DOCUMENTS INDICATED IN

NOTE 1.

3. SEE NOTES ON SHEET CS101.

4. SEE ROAD LAYOUT PLANS ON CP101.

5. LAYOUT OF NEW PRE-PLACED CRYPT PLOTS TO BE BASED

ON EXISTING GRAVESITE GRID MONUMENTATION, TYP.

THERE ARE TWO ALTERNATIVE CRYPT SIZES THAT WOULD

BE ACCEPTABLE FOR USE ON THIS PROJECT; EITHER 34" X

90" OR 34" X 91". EDGE OF EXISTING CRYPTS ADJACENT TO

WHERE NEW CRYPTS ARE TO BE PLACED ARE TO BE

CAREFULLY EXCAVATED TO ESTABLISH A BASELINE FOR

NEW CRYPT INSTALLATION. NEW CRYPTS ARE TO BE

PLACED SQUARE TO EXISTING CRYPTS. DUE TO THE

POTENTIAL VARIATION IN CRYPT LENGTH FROM EXISTING

CRYPTS (34"W X 90"L) AND THE LOCATION OF EXISTING

PERIMETER CRYPTS, NEWLY PLACED CRYPTS MAY NOT BE

LOCATED FULLY WITHIN THEIR RESPECTIVE 34.5" x 90.5"

PLOT GRID. CONTRACTOR TO PROVIDE A CRYPT

PLACEMENT SUBMITTAL FOR REVIEW AND APPROVAL OF

THE VA PRIOR TO CONSTRUCTION. SEE CRYPT LAYOUT

DETAILS ON CI501 IF USING 34" X 90" CRYPTS, OR CRYPT

LAYOUT DETAILS ON CI501A IF USING 34" X 91" CRYPTS FOR

ADDITIONAL INFORMATION.

6. ANY DAMAGE TO EXISTING CRYPTS AS PART OF

EXCAVATION AND/OR NEW CRYPT INSTALLATION IS THE

SOLE RESPONSIBILITY OF THE CONTRACTOR.

7. SEE SIGNAGE AND SITE FURNISHINGS LAYOUT ON CS105

DLM JDS

NEW GRAVE SITE GRID MONUMENT

REPLACEMENT GRAVE SITE GRID MONUMENT

BASELINE LAYOUT POINT TABLE

FLAG POLE SLEEVE LAYOUT POINT TABLE

CONTROL JOINT, TYP. (9/CP502)

EXPANSION JOINT, TYP. (9/CP502)

EXISTING P.O.W./M.I.A. FLAG

CEM

ETERY RO

AD

P.I.C. / PUBLIC RESTROOMS /

MAINTENANCE BUILDING

EXISTING BURIAL SECTION

'S' - PRE-PLACED CRYPTS

EXPANDED BURIAL SECTION

'T' - PRE-PLACED CRYPTS

EXISTING BURIAL

SECTION 'U' -

PRE-PLACED

CRYPTS

EXPANDED BURIAL SECTION

'V' - PRE-PLACED CRYPTS

EXISTING BURIAL SECTION

'W' - IN-GROUND CREMAINS

EXISTING BURIAL SECTION 'R' -

TRADITIONAL CASKET BURIALS

NEW BURIAL

SECTION 'X' -

IN-GROUND

CREMAINS

LIMIT

SPEED

CEMETERY REGULATIONS

NATCHEZ NATIONAL FLORAL REGULATIONS

We welcome and encourage fresh-cut flowers throughout the year and provide flower containers for gravesite

Artificial flowers are only allowed after the end of mowing operations in the fall on Oct. 31st and must be

On Easter and Memorial Day, potted plants and artificial flowers may be placed on gravesites from the Thursday

To maintain the dignity of the cemetery, commemorative items, balloons, pinwheels, glass items, votive lights, No items or objects may be attached to a headstone or marker in a national cemetery.

run loose; recreational activities such as jogging, skating, bicycling, etc.; public gatherings of a partisan nature.

In order to assist the cemetery staff in maintaining the appearance of the cemetery in an appropriate manner, we ask that you review and follow cemetery regulations. Please contact our office if you have any questions regarding these policies.

display. Cemetery visitors are free to use the containers located in receptacles placed throughout the grounds.

Once the blooms are spent or damaged by weather, they are removed. They also may be removed for routine mowing or other maintenance.

removed when mowing operations resume in the spring on March 1st.

before the holiday until the following Monday. During the holiday season, from Thanksgiving through January 15th, wreaths less than 18 inches in diameter and not higher than marble headstone may be placed on gravesites.

statues, gravesite blankets, shepherd's hooks and permanent planting are not allowed.

ADDITIONAL REGULATIONS

Prohibited Activities: Littering; cutting of trees; shrubs; grass; or other plantings; walking pets or allowing pets to

NATCHEZ

NATIONAL

CEMETERY

(WEST)

ENTRANCE

NATCHEZ

NATIONAL

CEMETERY

(EAST)

ENTRANCE

EXISTING HANDRAIL,

TYP.

EXISTING RETAINING WALL

INSTALLED AS PART OF

THE USACE SLOPE

STABILIZATION PROJECT

EXISTING CHAIN LINK

PERIMETER FENCE, TYP.

EXISTING PROPERTY LINE,

TYP.

FLAGPOLE SLEEVE, TYP.

FORMER COMMITTAL

SERVICE SHELTER LOCATION

S1 NC-04.01B-m1

S6 NC-03.01D-m1

S3 NC-03.01D-m1

S2

CUSTOM MUTCD R7-8A

MOUNT SIGN TO EXISTING BUILDING

COLUMN; CENTER ON COLUMN AND MOUNT

BETWEEN 5'-7' FROM FINISHED GRADE

S4 NC-03.01C-m1

S5 NC-03.01C-m1

SM1

RELOCATED

MARKER

SM2

RELOCATED

MARKER

SM3

RELOCATED

MARKER

SM4

NC-07.03

NEW

MARKER

SM5

RELOCATED

MARKER

SM6

NC-07.03

NEW

MARKER

SM7

RELOCATED

MARKER

SM8

RELOCATED

MARKER

SM9

RELOCATED

MARKER

FWS1

W/ 'DO NOT DRINK'

SIGNS (ON SPIGOT)

NC-07.02C-c2

FWS2

W/ 'DO NOT DRINK'

SIGNS (ON SPIGOT)

NC-07.02C-c2

FWS3

W/ 'DO NOT DRINK'

SIGNS (ON SPIGOT)

NC-07.02C-c2

S10 NC-01.02B-m1

LAYOUT POINT TABLE

Point #

POINT ID

FWS1

FWS2

FWS3

S1

S2*

S3

S4

S5

S6

SM1

SM2

SM3

SM4

SM5

SM6

SM7

SM8

SM9

SM10

Northing

758060.0486

758031.9309

758205.5713

758356.9926

758354.0653

758294.0151

758301.2413

758269.5953

758119.8844

758049.0521

758036.4118

758037.3707

758036.2232

758189.4097

758204.1671

758213.4028

758273.5405

758242.8551

758080.1051

Easting

1965430.3574

1965240.4752

1965161.9602

1965302.2861

1965278.4092

1965217.5588

1965252.0474

1965314.0418

1965504.2569

1965301.8744

1965252.2405

1965229.1226

1965152.5109

1965167.6621

1965132.8845

1965168.2901

1965293.5046

1965302.4530

1965496.9797

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

ADAMS COUNTY, MISSISSIPPI

866CM3030

MARCH 7, 2023 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 SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

NATCHEZ NATIONAL CEMETERY

BURIAL EXPANSION PROJECT

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The LA Group

(518) 587-8100

AQUA ENGINEERING

(970) 229-9668

AES Group

(303) 841-3922

CB DESIGN GROUP

(888) 585-2234 INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

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

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

IN

TE

GRITY FEDERA

L

SERV I CES

Scope Revision & Clarification 6/7/2024

SIGNAGE AND SITE FURNISHINGS

PLAN - WEST

CS105

10 5 10 15 2020 0

Scale: 1" = 20'

PROPERTY LINE

NOTES

1. EXISTING CONDITIONS ILLUSTRATED COMPILED FROM

.DWG NATCHEZ NATIONAL CEMETERY BURIAL EXPANSION

SURVEY PERFORMED BY PRAIRIE ENGINEERS (DECEMBER

2022), .DWG PHASE II BURIAL EXPANSION

AS-CONSTRUCTED DRAWINGS (FEB 2006), AND .PDF 95%

BLUFF STABILIZATION DRAWING (JUN 2018) PROVIDED BY

THE VA.

2. NATCHEZ NATIONAL CEMETERY BURIAL EXPANSION

SURVEY PERFORMED BY PRAIRIE ENGINEERS (DECEMBER

2022) WAS COMPLETED WHILE THE BLUFF STABILIZATION

PROJECT WAS STILL UNDER CONSTRUCTION. THE

SURVEYORS THEREFOR DID NOT HAVE ACCESS TO THE

AREA SURROUNDING THE WESTERN RETAINING WALL.

EXISTING CONDITIONS INFORMATION IN THIS AREA IS

COMPILED FROM THE OTHER DOCUMENTS INDICATED IN

NOTE 2.

3. THE LOCATIONS OF ALL UNDERGROUND UTILITIES SHOWN

ON THIS PLAN ARE DIAGRAMMATIC ONLY. THE ABSENCE OF

ANY UTILITY ITEMS DEPICTED IN THIS DRAWING DOES NOT

INDICATE THAT THEY DO NOT EXIST.

4. THE GENERAL CONTRACTOR SHALL VERIFY ALL SITE

CONDITIONS IN THE FIELD AND REPORT ANY

DISCREPANCY BETWEEN THE PLANS AND THE ACTUAL

FIELD CONDITIONS TO THE CONTRACTING OFFICER'S

REPRESENTATIVE (COR).

5. ALL NEW SIGNAGE TO CONFORM TO THE CURRENT

EDITION OF THE NCA SIGNAGE DESIGN GUIDE SQUARE

METAL POST AND PANEL SIGNAGE FAMILY (m1). THIS IS

CONSISTENT WITH EXISTING SITE SIGNAGE.

6. SEE SITE FURNISHINGS DETAILS ON SHEET CI505.

7. SEE SITE SIGNAGE DETAILS ON SHEET CI510 AND CI511.

KEY MAP

NATCHEZ

NATIONAL

CEMETERY

(WEST)

MARBLESTONE ROAD

CE

M

ET

ER

Y

RO

AD

NATCHEZ

NATIONAL

CEMETERY

(EAST)

LEGEND

LIMIT OF DEVELOPMENT LINELOD

POST & PANEL SIGN

TRAFFIC / REGULATORY SIGN

GRANITE BURIAL SECTION MARKER

NEW FLOWER WATERING STATION

DLM JDS

* SIGN TO BE BUILDING MOUNTED

S

TR

M S

TR

M

S

TR

M S

TR

M

S A

N S

A N

S A

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SAN

S

TR

M S

TR

M

S

TR

M S

TR

M

S A

N S

A N

S A

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SAN

EXPANDED BURIAL SECTION

'T' - PRE-PLACED CRYPTS

EXPANDED BURIAL SECTION

'V' - PRE-PLACED CRYPTS

EXISTING BURIAL SECTION

'U' - PRE-PLACED CRYPTS

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

ADAMS COUNTY, MISSISSIPPI

866CM3030

MARCH 7, 2023 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 SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

NATCHEZ NATIONAL CEMETERY

BURIAL EXPANSION PROJECT

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The LA Group

(518) 587-8100

AQUA ENGINEERING

(970) 229-9668

AES Group

(303) 841-3922

CB DESIGN GROUP

(888) 585-2234 INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

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

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

IN

TE

GRITY FEDERA

L

SERV I CES

Scope Revision & Clarification 6/7/2024

NUMBERING PLAN - SECTIONS V&T

CS201

86425 1010 0

Scale: 1" = 10'

LEGEND

PROPERTY LINE

NEW PRE-PLACED LAWN CRYPT PLOT

(PERIMETER PLOT: BOLD OUTLINE)

NEW CONCRETE CURB AND GUTTER

NOTES

HEADSTONE FACE DIRECTION

KEY MAP

NATCHEZ

NATIONAL

CEMETERY

(WEST)

MARBLESTONE ROAD

CE

M

ET

ER

Y

RO

AD

NATCHEZ

NATIONAL

CEMETERY

(EAST)

DLM JDS

1. THE LETTERS I AND O WERE OMITTED FROM THE INFILL

NUMBERING SYSTEM TO AVOID CONFUSION WITH THE

NUMBERS 1 AND 0.

2. IN-GROUND CREMAIN GRAVESITE NUMBERING PROVIDED FOR

INFORMATION ONLY.

MATCHLINE: SEE FIGURE CS202

M

AT

CH

LI

NE

: S

EE

F

IG

UR

E

CS

MATCHLINE

CS201

CS202

THIS PROJECT CALLS FOR THE SUPPLY AND INSTALLATION OF PRE-PLACED CONCRETE DOUBLE-DEPTH LAWN CRYPTS.

TWO (2) ALTERNATIVE CRYPT SIZES WOULD BE ACCEPTABLE FOR USE ON THIS PROJECT (OUTSIDE DIMENSIONS);

EITHER 34"W X 90"L OR 34"W X 91"L. USE OF EITHER CRYPT SIZE IS AT THE DISCRETION OF THE CONTRACTOR, BUT ONLY ONE CRYPT SIZE SHALL BE UTILIZED IN THE INSTALLATION. THE FOLLOWING MANUFACTURERS (OR APPROVED

EQUAL) ARE ABLE TO MEET THESE REQUIREMENTS:

SANNIPOLI CORPORATION / WHITED CEMETERY SERVICES

FRED SANNIPOLI

(951) 928-8022

WILBERT CEMETERY CONSTRUCTION

DAVID WELZENBACH

(816) 966-4683

PRE-PLACED CRYPT DIRECTIONS:

1. THE PLAN REQUIRES THE INSTALLATION OF NEW PRE-PLACED CRYPTS ABUTTING EXISTING CRYPTS.

2. THE EXISTING CRYPTS ARE 34" X 90" AND ARE LOCATED WITHIN 34.5" X 90.5" BURIAL PLOTS.

3. FOR THIS PROJECT, THE CONTRACTOR MAY INSTALL 34" X 90" PRE-PLACED CRYPTS OR 34" X 91" PRE-PLACED

CRYPTS.

4. SEE DETAILS ON SHEET CI501 FOR THE PLACEMENT OF 34" X 90" PRE-PLACED CRYPTS.

5. SEE DETAILS ON SHEET CI501A FOR THE PLACEMENT OF 34" X 91" PRE-PLACED CRYPTS.

6. PRE-PLACED CRYPTS MAY BE LOCATED OUTSIDE OF THE 34.5" X 90.5" PLOTS AS PERMITTED BY THE DETAILS ON

CI501 AND CI501A.

EXISTING BURIAL SECTION

'U' - PRE-PLACED CRYPTS

NEW BURIAL

SECTION 'X' -

IN-GROUND

CREMAINS

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

ADAMS COUNTY, MISSISSIPPI

866CM3030

MARCH 7, 2023 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 SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

NATCHEZ NATIONAL CEMETERY

BURIAL EXPANSION PROJECT

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The LA Group

(518) 587-8100

AQUA ENGINEERING

(970) 229-9668

AES Group

(303) 841-3922

CB DESIGN GROUP

(888) 585-2234 INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

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

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

IN

TE

GRITY FEDERA

L

SERV I CES

Scope Revision & Clarification 6/7/2024

NUMBERING PLAN - SECTION X

CS202

86425 1010 0

Scale: 1" = 10'

KEY MAP

DLM JDS

NATCHEZ

NATIONAL

CEMETERY

(WEST)

MARBLESTONE ROAD

CE

M

ET

ER

Y

RO

AD

NATCHEZ

NATIONAL

CEMETERY

(EAST)

MATCHLINE: SEE FIGURE CS201

NOTES

1. THE LETTERS I AND O WERE OMITTED FROM THE INFILL

NUMBERING SYSTEM TO AVOID CONFUSION WITH THE

NUMBERS 1 AND 0.

2. IN-GROUND CREMAIN GRAVESITE NUMBERING PROVIDED FOR

INFORMATION ONLY.

CS201

CS202

LEGEND

PROPERTY LINE

NEW IN-GROUND CREMAIN PLOT

NEW CONCRETE CURB AND GUTTER

HEADSTONE FACE DIRECTION

MATCHLINE

PAVEMENT AND ASSOCIATED

GRADING IMPROVEMENTS (N.I.C.);

COMPLETED AS PART OF THE ROAD

DEMOLITION PROJECT (VA

PROJECT #866CM3029)

SEE COMMITTAL SERVICE

SHELTER SLAB ENLARGEMENT

STEEL BED EDGING, TYP.

DECORATIVE ALUMINUM

RAILING, TYP.; MOUNTED TO TOP

OF EXISTING CONCRETE WALL

REPAIR EXPOSED FACES OF

EXISTING CONCRETE WALL TO

PROVIDE A CONSISTENT

SURFACE FINISH/TEXTURE AND

FINISH WITH A WATERBORNE

HIGH-BUILD MODIFIED ACRYLIC

WATERPROOF COLOR COAT,

TYP.; BASIS OF DESIGN FOR

REPAIR MORTAR MASTEREMACO

N425 GEL PATCH; BASIS OF

DESIGN FOR COLOR COAT

MASTERPROTECT HB 300SB;

COLOR TO BE SELECTED AND

APPROVED AS PART OF THE

SUBMITTAL PROCESS

2" ROUNDED RIVER ROCK, TYP.

TAPER NEW EXPOSED

AGGREGATE CONCRETE PAVING

TO MEET EXISTING GRAVEL

ROADWAY, TYP.; PROVIDE A

SMOOTH AND FLUSH

TRANSITION BETWEEN

DIFFERING PAVING MATERIALS

LIMIT OF DEVELOPMENT

LINE, TYP.

EXISTING CEMETERY

BRICK PERIMETER WALL

TO REMAIN AND BE

PROTECTED, TYP.

4" PVC PIPE

INV. = 240.48'

4" PVC PIPE

INV. = 240.74'

4" PVC PIPE

INV. = 241.17'

4" PVC PIPE

INV. = 242.76'

4" PVC PIPE

INV. = 242.93'

DRAINAGE GRATE

INV UNAVAILABLE

6" CONC. PIPE

INV = 246.15'

BRICK INLET

INV = 243.47'

4" PVC PIPE

INV = 240.96'

12" PVC PIPE

INV = 240.36'

6" CONC. PIPE

INV = 249.74'

4" PVC PIPE

TOP = 240.84'

4" PVC PIPE

TOP = 244.54'

BENCHMARK #1:

ALUMINUM CAP IN

CONCRETE

ELEV.=252.10

N:758164.20 E:1965832.30

BENCHMARK #2:

ALUMINUM CAP

IN CONCRETE

ELEV.=249.47

N:758074.34 E:1966104.30

GUIDERAIL

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SA

N

SA

N

SA

N

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W W

W W

W W

W

W

W

W

W

W

W

W

W

W

W

W

W

W W

W

W W

W

W

W

W

W

W

W

W

E/U

E/U

E/U

E/U

E/U

E/U

E/U

E/U

E/U

E/U

E/U

E/U

E/U E/U

E/U E/U

E/U E/U

E/U E/U

E/U E/U

E/U E/U

E/U E/U E/U

E/U

ST

ST

ST

ST

SEE ARCHITECTURAL

DRAWINGS FOR INTERIOR

SLAB INFORMATION, TYP.

LIMIT OF DEVELOPMENT

LINE, TYP.

EXISTING CEMETERY BRICK

PERIMETER WALL, TYP.

246.80

246.68

MEET EXISTING

PAVEMENT EDGE

FLUSH, TYP.

246.92

246.96 246.86

246.68

5%MAX.

1.0%

TYP.

2.0%

TYP. 246.80

246.92246.96 246.86

245.74 (V.I.F.)

245.59 (V.I.F.)

245.71

245.56

1.0%

TYP.

MEET EXISTING

PAVEMENT EDGE

FLUSH, TYP.;

DOWELED

ISOLATION

JOINT, TYP.

246.64 (V.I.F.)

247.28 (V.I.F.)

FFE:

246.96

12"x24"

CONCRETE

SPLASH BLOCK

W W

W

W

W

W

W

W

W

E/U E/U E/U

E/U

E/U

E/U

E/U

E/U

ST

STONE TRENCH WITH

PERFORATED UNDERDRAIN.

SLOPE PIPE CONNECTION246.80 246.70

246.50

TRANSITION TO 4"

SOLID HDPE PIPE

249 248

CONNECT TO

EXISTING STORM

PIPE, INV.: 244.50

246.96

AD-5

RIM: 246.70

INV. OUT(4"):245.70

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

ADAMS COUNTY, MISSISSIPPI

866CM3030

MARCH 7, 2023 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 SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

NATCHEZ NATIONAL CEMETERY

BURIAL EXPANSION PROJECT

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(518) 587-8100

AQUA ENGINEERING

(970) 229-9668

AES Group

(303) 841-3922

CB DESIGN GROUP

(888) 585-2234 INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

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

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

IN

TE

GRITY FEDERA

L

SERV I CES

Scope Revision & Clarification 6/7/2024

GRADING AND DRAINAGE PLAN -

EAST

CG101

10 5 10 15 2020 0

Scale: 1" = 20'

NOTES

1. EXISTING CONDITIONS ILLUSTRATED ARE THE ASSUMED

CONSTRUCTED CONDITION RESULTING FROM THE

DEMOLITION & ROAD PROJECT (VA PROJECT #866CM3029).

FIELD SURVEY FOR THAT PROJECT WAS PREPARED BY JKS

ENGINEERS DATED OCTOBER 2021. HORIZONTAL DATUM IS

REFERENCED TO THE MISSISSIPPI STATE PLANE,

MISSISSIPPI WEST ZONE (NAD 83) COORDINATE SYSTEM

AND VERTICAL DATUM IS REFERENCED TO (NAVD 88).

2. THE LOCATIONS OF ALL EXISTING UNDERGROUND

UTILITIES SHOWN ON THIS PLAN ARE DIAGRAMMATIC

ONLY. THE ABSENCE OF ANY UTILITY ITEMS DEPICTED IN

THIS DRAWING DOES NOT INDICATE THAT THEY DO NOT

EXIST. CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE

VERTICAL & HORIZONTAL POSITION OF EXISTING UTILITIES

PRIOR TO CONSTRUCTION.

3. ALL PROPOSED GRADES SHALL BE SET IN THE FIELD BY A

LICENSED LAND SURVEYOR.

4. CONTRACTOR SHALL ESTABLISH PERMANENT SECONDARY

BENCHMARKS PRIOR TO THE START OF CONSTRUCTION.

ALL SECONDARY BENCHMARKS SHALL BE SO LOCATED

THAT THEY WILL NOT BE DISTURBED BY CONSTRUCTION.

5. PITCH EVENLY BETWEEN SPOT GRADES. ALL PAVED

AREAS MUST PITCH TO DRAIN AT A MINIMUM SLOPE OF

ONE-EIGHTH INCH (1/8") PER FOOT. MAXIMUM CROSSPITCH

OF ALL WALKS IS 2%.

6. WHERE NEW PAVING MEETS EXISTING PAVING, NEW

PAVING SHALL MEET THE LINE AND GRADE OF THE

EXISTING PAVING.

7. SET CATCH BASIN AND DROP INLET RIMS TO DRAIN

SURROUNDING AREAS AND AT SAME PITCH AS SLOPING

PAVEMENT.

8. EXCAVATION REQUIRED WITHIN 3 FEET OF EXISTING

UTILITY LINE SHALL BE DONE BY HAND. CONTRACTOR

SHALL REPAIR ANY DAMAGE TO EXISTING UTILITY LINES

OR STRUCTURES INCURRED DURING CONSTRUCTION

OPERATIONS AT NO ADDITIONAL COST TO OWNER.

9. GRADE AREAS ADJACENT TO BUILDING LINES TO DRAIN

AWAY FROM STRUCTURE AND PREVENT PONDING. FINISH

SURFACES SHALL BE FREE FROM IRREGULAR SURFACE

CHANGES.

10.SLOPE SIDES OF EXCAVATIONS TO COMPLY WITH LOCAL

CODES AND ORDINANCES HAVING JURISDICTION AND

OSHA REGULATIONS. MAINTAIN SIDE SLOPES OF

EXCAVATIONS IN A SAFE CONDITION UNTIL COMPLETION

OF BACKFILLING.

11.CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY

INTO EXISTING, PROVIDING VERTICAL CURVES OR

ROUNDINGS AT ALL TOP AND BOTTOM OF SLOPES.

12.CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF THE

EXISTING DRAINAGE SYSTEM AT ALL TIMES. DURING

EARTHWORK OPERATIONS, DRAINAGE OF SITE AND

ADJACENT AREAS SHALL BE MAINTAINED CONTINUOUSLY

TO PREVENT EROSION OR DAMAGE RESULTING FROM

CONCENTRATED RUN-OFF. WHEN NECESSARY TO

INTERRUPT EXISTING DRAINAGE PATTERNS AND/OR

UTILITIES, PROVIDE TEMPORARY FACILITIES UNTIL WORK

IS PERMANENTLY STABILIZED AND APPROVED BY THE COR.

13.THE GENERAL CONTRACTOR SHALL MAINTAIN OR ADJUST

TO NEW FINISH GRADE AS NECESSARY ALL UTILITY AND

SITE STRUCTURES SUCH AS MAN HOLES, CATCH BASINS,

WATER AND GAS GATES, HYDRANTS, ETC., FROM

MAINTAINED UTILITY AND SITE SYSTEMS UNLESS

OTHERWISE NOTED ON THE UTILITY DRAWINGS OR AS

DIRECTED BY THE COR.

LEGEND

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

VA PROJECT #866CM3029 PROPOSED

MAJOR CONTOUR

VA PROJECT #866CM3029 PROPOSED

MINOR CONTOUR

LIMIT OF DEVELOPMENT LINE

KEY MAP

NATCHEZ

NATIONAL

CEMETERY

(WEST)

MARBLESTONE ROAD

CE

M

ET

ER

Y

RO

AD

NATCHEZ

NATIONAL

CEMETERY

(EAST)

1" = 5'

COMMITTAL SERVICE SHELTER SLAB ENLARGEMENT1

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

DBH CML

ST

RM

ST

RM

ST

RM

ST

RM

ST

RM

ST

RM

ST

RM

ST

RM

ST

RM

ST

RM

ST

RM

STRM

STRM

STRM

STRM

STRM

STRM

STRM

STRM

STRM

STRM

STRM

STRM

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

Side Walk

Side W alk

S

TR

M S

TR

M

S

TR

M S

TR

M

S

TR

M S

TR

M

S

TR

M

ST

RM

ST

RM

ST

RM

ST

RM

ST

RM

ST

RM

ST

RM

ST

RM

ST

RM

ST

RM

ST

RM

STRM

STRM

STRM

STRM

STRM

STRM

STRM

STRM

STRM

STRM

STRM

STRM

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

Side Walk

Side W alk

(250.70)

(250.90)

(251.03)

(250.87)

(250.80)

(251.12)

250.35

250.40

251.32 250.60

(251.18)

(251.60)

(251.13)

250.34

250.73

251.44

(252.05) 251.90

252.02

251.04

(251.95)

HP250.75

HP250.50

250.66

250.87 250.54

HP250.30

250.46

250.88

251.84

HP251.70

V.I.F.

V.I.F.

V.I.F.

WALK: 252.38

PVMT: 251.88

WALK: 252.50

PVMT: 252.00WALK: 252.13

PVMT: 252.13

WALK: 252.13

PVMT: 252.13

253 25

252 251

2%

MIN.

2%

MIN.

251.95251.95

251.45

CEM

ETERY RO

AD

EXISTING

P.I.C. / PUBLIC RESTROOMS /

MAINTENANCE BUILDING

BURIAL SECTION 'R' -

TRADITIONAL CASKET BURIALS

NATCHEZ

NATIONAL

CEMETERY

(WEST)

ENTRANCE

NATCHEZ

NATIONAL

CEMETERY

(EAST)

ENTRANCE

EXISTING RETAINING WALL

INSTALLED AS PART OF

THE USACE SLOPE

STABILIZATION PROJECT

NEW 1-1/2" DOMESTIC

WATER LINE, TYP.

EXISTING 24" PVC STORM

SEWER LINE, TYP.

MODIFIED EXISTING CURB

INLET STRUCTURE TO

PROVIDE FRAME AND COVER;

RIM ELEV: 250.40

INV. IN (18"): 241.98

EX. INV. IN (8"): 242.52

EX. INV. OUT (24"): 241.93

CURB INLET 3

INLET ELEV.: 249.83

EX. INV. IN (15"): 242.20±

INV. IN (12"): 242.60

INV. OUT (18"): 242.10

NEW 18" HDPE STORM

SEWER LINE, TYP.

CONNECT TO EXISTING

18" PVC STORM LINE

18" HDPE STORM

SEWER LINE, TYP.

EXISTING STORM

OUTFALL TO

ROADSIDE CONCRETE

GUTTER SYSTEM, TYP.

NEW 6" PVC UNDER

DRAIN, TYP.

NEW ROLLED CONCRETE

CURB AND GUTTER, TYP.

AD-3

RIM: 250.10

INV. IN: 244.65

INV. OUT: 244.55

MEET EXISTING

PAVEMENT EDGE

FLUSH, TYP.

MEET EXISTING

PAVEMENT EDGE

FLUSH, TYP.

CONTRACTOR TO MATCH

AND MAINTAIN EXISTING

GRADE ALONG RETAINING

WALL, TYP.

EXISTING SANITARY

STRUCTURE;

CONTRACTOR TO ADJUST

RIM TO BE FLUSH WITH

NEW PAVING

LOWER EXISTING SANITARY STRUCTURE RIM TO

BE FLUSH WITHIN FINISHED GRADE

RIM: 252.48

EXISTING SANITARY

STRUCTURE;

CONTRACTOR TO

ADJUST RIM TO BE

FLUSH WITH NEW

PAVING

EXISTING 8" PVC UNDER

DRAIN, TYP.

CURB INLET 2

INLET ELEV.: 248.75

INV. IN (4"): 245.00

INV. IN (18"): 244.60

INV. OUT: 244.00

CURB INLET 1

INLET ELEV.: 248.75

INV. OUT: 244.75

POLY SAND SLOT

DRAIN AT 1%, TYP.

AD-2

RIM: 250.25

INV. IN: 246.07

INV. OUT: 245.97

MEET EXISTING

PAVEMENT EDGE

FLUSH, TYP.

NEW 12" HDPE STORM SEWER

LINE @ 0.5% W/ POLY SAND SLOT

DRAIN @ 1% ABOVE, TYP.

CONNECT TO EXISTING 1-1/2" SERVICE

NEW 12" HDPE STORM SEWER

LINE @ 0.5% W/ POLY SAND SLOT

DRAIN @ 1% ABOVE, TYP.

CONNECT INTO EXISTING

1-1/2"X3/4" TEE

AD-4

RIM: 249.80

INV. IN (12"): 243.35

INV. OUT (12"): 243.25

AD-1

RIM: 250.55

INV. OUT: 247.05

NEW 12" HDPE STORM

SEWER LINE, TYP.

12" HDPE STORM

SEWER LINE,

TYP.

2 HP BOOSTER PUMP WITH NEW

ELECTRICAL CONNECTION; SEE

IRRIGATION AND ELECTRICAL

PLANS, TYP.

CONTRACTOR TO INSTALL

NEW PIPE AND CONNECTION

TO CRYPT UNDERDRAINS

CLEANOUT, TYP.

4" HDPE STORM

CONNECTION TO

FLOWER WATERING

STATION

4" HDPE STORM

PIPE

CONNECT TO EXITING

UNDERDRAIN

WALK TO PITCH FROM NORTH

TO SOUTH; 1% MIN. - 2% MAX.

4" HDPE STORM

CONNECTION TO

FLOWER WATERING

STATION

WYE EDGE DRAIN INTO

STORM PIPE, TYP.

PROVIDE NEW CLEANOUT

AND CONNECT TO EXITING

UNDERDRAIN WITH

COMBINATION WYE WITH

1/8 BEND; SIMILAR TO

DETAIL 2/CI502

W W

NEW REVERSE ROLLED

CONCRETE CURB AND GUTTER

INTERCEPT EXISTING UNDERDRAIN

AND INSTALL 4" UNDERDRAIN

EXISTING

UNDERGROUND FIBER

OPTIC CABLE, TYP.

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

ADAMS COUNTY, MISSISSIPPI

866CM3030

MARCH 7, 2023 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 SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

NATCHEZ NATIONAL CEMETERY

BURIAL EXPANSION PROJECT

Fil e P ath

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The LA Group

(518) 587-8100

AQUA ENGINEERING

(970) 229-9668

AES Group

(303) 841-3922

CB DESIGN GROUP

(888) 585-2234 INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

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

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

IN

TE

GRITY FEDERA

L

SERV I CES

Scope Revision & Clarification 6/7/2024

GRADING, DRAINAGE, AND UTILITY

PLAN - WEST

CG102

10 5 10 15 2020 0

Scale: 1" = 20'

NOTES

1. EXISTING CONDITIONS ILLUSTRATED COMPILED FROM

.DWG NATCHEZ NATIONAL CEMETERY BURIAL EXPANSION

SURVEY PERFORMED BY PRAIRIE ENGINEERS (DECEMBER

2022), .DWG PHASE II BURIAL EXPANSION

AS-CONSTRUCTED DRAWINGS (FEB 2006), AND .PDF 95%

BLUFF STABILIZATION DRAWING (JUN 2018) PROVIDED BY

THE VA.

2. SEE NOTES ON CG101.

3. DESIGN INTENT FOR GRADING ABOVE PRE-PLACED

CRYPTS: GRADES/PITCHES ABOVE NEW PRE-PLACED

CRYPTS ARE TO FOLLOW THE GRADES/PITCHES

ESTABLISHED BY THE EXISTING PRE-PLACED CRYPTS TO

ENSURE THAT HEADSTONES (ONCE SET) WILL BE

CONSISTENT ACROSS EACH ROW IN THE BURIAL SECTION.

CONTRACTOR TO PROVIDE A MINIMUM 1'-6" AND MAXIMUM

1'-10" OF FILL ABOVE CRYPT LIDS.

4. CONTRACTOR TO VERIFY IN FIELD (V.I.F.) EXISTING

GRADES. SHOULD EXISTING GRADE NOT MATCH

ELEVATIONS INDICATED ON THIS PLAN THE CONTRACTOR

MUST BRING IT TO THE ATTENTION OF THE COR PRIOR TO

CONSTRUCTION.

LEGEND

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

LIMIT OF DEVELOPMENT LINE

KEY MAP

NATCHEZ

NATIONAL

CEMETERY

(WEST)

MARBLESTONE ROAD

CE

M

ET

ER

Y

RO

AD

NATCHEZ

NATIONAL

CEMETERY

(EAST)

NEW GUARDRAIL

NEW UNDER DRAIN LINE

MODIFIED SANITARY MANHOLE

STRUCTURE

MODIFIED STORM STRUCTURE

NEW STORM CURB INLET STRUCTURE

NEW AREA DRAIN

NEW STORM SEWER LINE

DBH CML

NEW POLY SAND SLOT DRAIN

NEW CLEANOUT

NEW PRE-PLACED LAWN CRYPT (PPC)

PLOT (PERIMETER PLOT: BOLD OUTLINE)

NEW TRADITIONAL CASKET (TC) PLOT

NEW IN-GROUND CREMAIN (IGC) PLOT

CONTRACTOR TO CONDUCT TEST PIT TO

CONFIRM ELEVATION OF EXISTING UTILITY

SAND FILLED DRAINAGE

TRENCH INSTALLED TO

SURFACE OF SUBGRADE

NEW 6" POLY EDGE

DRAIN

3"

" M

IN

EXISTING SUBGRADE

TOPSOIL NO TOPSOIL ABOVE

SLOT DRAIN

6" M

IN

SU

M

P

6" M

IN

SELECT GRANULAR

BACKFILL

FINSIHED GRADE

FRAME AND GRATE

PVC INLET

DRAIN, MIN.

15" DIA.

CRUSHED STONE

COMPACTED SUBGRADE

1-1/2" DOMESTIC WATER LINE

0.D.INITIAL BACKFILL

FINAL BACKFILL

6" WARNING TAPE TURFED AREA

FINISHED GRADE

3'

C O

VE

R

3'-0"

3'-10"

5'-0"2"

1"

5'-10"

VA

RI

ES

(2

4"

5" 5" 5"

3x3 W6xW6

WELDED WIRE

FABRIC CENTERED

IN BASE

6"

3x3 W6xW6 WELDED WIRE

FABRIC CENTERED IN BASE

3x3 W7.5xW7.5 W.W.F.

CENTER IN WALLS

5'-10"

3' -7

2" 5'-0"

3' -1

0" 5'-10"

3' -1

0"

2"

5" 2'-8" 9"

5"

1' -4

RI

SE

R

(IF

R

EQ

'D

VA

RI

ES

(1 8"

-4 8"

INTEGRAL

MANHOLE FRAME

AND COVER

3x3 W7.5xW7.5 WELDED WIRE

FABRIC CENTERED IN BASE

3x3 W7.5xW7.5 W.W.F.

FABRIC CENTERED IN WALL

INTEGRAL

MANHOLE FRAME

AND COVER

BOOT TYPE

FLEXIBLE

MEMBRANE

SLEEVE

SHIPLAP JOINT MADE

WATERTIGHT WITH

BUTYL ROPE

BETWEEN

STRUCTURE

PIPE SIZE &

INVERTS AS

INDICATED ON

PLANS

FINISHED GRADE

12" CRUSHED

STONE BASE

EXISTING

EXISTING TURF

EXISTING CONCRETE

GUTTER TO BE REMOVED

REMOVE EXISTING CURB

INLET TOP SECTION

CAST IRON FRAME AND

COVER

EXISTING JOINT

EXISTING CONCRETE

STRUCTURE TO REMAIN

PROPOSED

EXISTING JOINT

EXISTING CONCRETE

STRUCTURE TO REMAIN

JOINT BUTYL SEALED

PRECAST CONCRETE

BASIN SECTION

FINISHED GRADE

BLACK POWDER

COATED

ALUMINUM EDGE

RESTRAINT, TYP.

PROVIDE 18" STAKES AT 24" O.C.

WASHED PEA GRAVEL, 4" DEPTH

GEOTEXTILE SEPARATION

FABRIC MIRAFI 160N, BOTTOM

AND SIDES

3/4" STONE, 8" DEPTH (MIN.)

12"

4" HDPE PERFORATED UNDERDRAIN,

SLOPE TO EXISTING PIPE

CONNECTION, MIN 0.5% SLOPE

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

ADAMS COUNTY, MISSISSIPPI

866CM3030

MARCH 7, 2023 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 SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

NATCHEZ NATIONAL CEMETERY

BURIAL EXPANSION PROJECT

Fil e P ath

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The LA Group

(518) 587-8100

AQUA ENGINEERING

(970) 229-9668

AES Group

(303) 841-3922

CB DESIGN GROUP

(888) 585-2234 INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

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

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

IN

TE

GRITY FEDERA

L

SERV I CES

Scope Revision & Clarification 6/7/2024

STORM AND UTILITY DETAILS

CG501

Scale: NTS

POLY SAND SLOT DRAIN4

Scale: NTS

AREA DRAIN3

Scale: NTS

DOMESTIC WATER SERVICE LINE TRENCH5Scale: NTS

PRECAST CURB INLET 1

Scale: NTS

STORM PIPE TRENCH2

DBH CML

Scale: NTS

MODIFIED CURB INLET6

Scale: NTS

STONE TRENCH7

PITCH FINISHED GRADE

(SEE GRADING PLAN)

PITCH SUBGRADE**

(MATCH FINISHED GRADE SEE PLANS)

CRYPT SHALL BE CENTERED (IN

BOTH DIRECTIONS) BETWEEN

GRIDLINES (MEASURED AT TOP

OF CRYPT)

REFER TO SPECIFICATIONS

REGARDING ALLOWABLE

TOLERANCES DURING CRYPT

PLACEMENT

SIDE VIEW

BURIAL SECTION 'T'

EQ. EQ.

M

IN. 1'-6"*

M

AX. 1'-10"*

5'-0"

0' -6

7'-612" O.C. (TYP. GRAVE/PLOT)

MEASURED HORIZONTALLY

AT TOP OF CRYPT

1' -0

M

IN

SIDE VIEW

BURIAL SECTION 'V'

G

RAVESITE

G

RIDLINE

(AS SHO

W N

O

N PLANS)

G

RAVESITE

G

RIDLINE

(AS SHO

W N

O

N PLANS)

PITCH FINISHED GRADE

(SEE GRADING PLAN)

PITCH SUBGRADE**

(MATCH FINISHED GRADE SEE PLANS)

CRYPT SHALL BE CENTERED (IN

BOTH DIRECTIONS) BETWEEN

GRIDLINES (MEASURED AT TOP

OF CRYPT)

REFER TO SPECIFICATIONS

REGARDING ALLOWABLE

TOLERANCES DURING CRYPT

PLACEMENT

EQ.EQ.

M

IN

. 1 '-8

M

AX

. 1

'-1 0"

5'

-0

0'-6"

7'-612" O.C. (TYP. GRAVE/PLOT)

MEASURED HORIZONTALLY

AT TOP OF CRYPT

NOTES:

* TYPICAL DEPTH TO TOP OF CRYPT LID

1'-8" MIN., 1'-10" MAX. CONTRACTOR TO

MATCH DEPTH OF EXISTING ADJACENT

CRYPTS TO PROVIDE A CONSISTENT

DEPTH TO TOP OF CRYPT LID

THROUGHOUT A GIVEN BURIAL SECTION.

** SUBGRADE PITCH TO MATCH PITCH OF

FINISHED GRADE. SEE GRADING PLAN.

1' -0

M

IN

G

RA

VE

SI

TE

G

RI

DL

IN

E

(A S

SH

O

W N

O N

PL

AN

S)

G

RA

VE

SI

TE

G

RI

DL

IN

E

(A S

SH

O

W N

O N

PL

AN

S)

CI502

CI502

GAPS BETWEEN PRE-PLACED CRYPTS

UP TO 3/4"-WIDE SHALL BE FILLED

WITH SAC MASON SAND, COMPACTED

TO THE GREATEST EXTENT POSSIBLE.

GAPS BETWEEN PRE-PLACED CRYPTS

THAT ARE GREATER THAN 3/4"-WIDE

SHALL BE FILLED WITH 3/8" ROUNDED

STONE. SEE SPECS.

EXISTING UNDERDRAIN HEADER

PIPE TO REMAIN IN PLACE, TYP.

COMPACTED, APPROVED

GENERAL FILL SOILS SEE

SPECIFICATIONS AND

GEOTECH REPORT

DRAINAGE STONE

(SEE SPECS)

2" DEPTH COMPACTED SAND

PRE-CAST CONC. LAWN

CRYPT; OUTSIDE NOMINAL

DIMENSIONS: 7'-6"L X 2'-10"

EXISTING

CRYPT, TYP.

COMPACTED SUBGRADE, TYP.

APPROVED GEOTEXTILE FILTER FABRIC

BETWEEN SUBGRADE AND DRAINAGE

STONE, (SEE SPEC.)

HEADSTONE LOCATION, TYP.; N.I.C.

4" DEPTH APPROVED

TOPSOIL

EXISTING

HEADSTONE

NEW UNDERDRAIN HEADER PIPE;

CORRUGATED RIGID PIPE (HOLES

DOWN) SURROUNDED BY

DRAINAGE STONE & FILTER

FABRIC; PIPE SIZE & SPACING AS

INDICATED ON DRAINAGE PLANS.

AREA BETWEEN HEAD & FOOT OF

CRYPTS SHALL BE FILLED AND

COMPACTED W/APPROVED 3/8"

ROUNDED STONE (3/8" MAX. WITH 0%

PASSING #10); PROVIDE SUBMITTAL

FOR APPROVAL (NO SAND ALLOWED)

EXISTING UNDERDRAIN HEADER

PIPE TO REMAIN IN PLACE, TYP.

COMPACTED, APPROVED

GENERAL FILL SOILS SEE

SPECIFICATIONS AND

GEOTECH REPORT

DRAINAGE STONE

(SEE SPECS)

2" DEPTH COMPACTED SAND

PRE-CAST CONC. LAWN

CRYPT; OUTSIDE NOMINAL

DIMENSIONS: 7'-6"L X 2'-10"

EXISTING

CRYPT, TYP.

COMPACTED SUBGRADE, TYP.

APPROVED GEOTEXTILE FILTER FABRIC

BETWEEN SUBGRADE AND DRAINAGE

STONE, (SEE SPEC.)

4" DEPTH APPROVED

TOPSOIL

HEADSTONE

LOCATION,

TYP.; N.I.C.

NEW UNDERDRAIN HEADER PIPE;

CORRUGATED RIGID PIPE (HOLES

DOWN) SURROUNDED BY

DRAINAGE STONE & FILTER

FABRIC; PIPE SIZE & SPACING AS

INDICATED ON DRAINAGE PLANS.

NOTES:

* TYPICAL DEPTH TO TOP OF CRYPT LID

1'-8" MIN., 1'-10" MAX. CONTRACTOR TO

MATCH DEPTH OF EXISTING ADJACENT

CRYPTS TO PROVIDE A CONSISTENT

DEPTH TO TOP OF CRYPT LID

THROUGHOUT A GIVEN BURIAL SECTION.

** SUBGRADE PITCH TO MATCH PITCH OF

FINISHED GRADE. SEE GRADING PLAN.

IRRIGATION AISLE (2'-10 1/2" WIDTH):

BACKFILL WITH COMPACTED

APPROVED GENERAL FILL.

COORDINATE WITH IRRIGATION

CONTRACTOR, TYP.

5 A

B

PLAN VIEW

INTERIOR INFILL

1'-314"

MIN.

2' -1

01 2"

PL

O

T W

ID

TH

2' -1

01 2"

PL

O

T W

ID

TH

2' -1

01 2"

IR

RI

G

AT

IO

N

AI

SL

E 2'

-1 01 2"

PL

O

T W

ID

TH

2' -1

01 2"

PL

O

T W

ID

TH

1' -51 4"

1' -51 4"

7'-612" PLOT LENGTH, TYP.

CI502

PLOT LINES, TYP.

(PRE-PLACED CRYPT

BURIAL PLOT AREA

2'-10 1/2" X 7'-6 1/2", TYP.)

GRAVESITE GRID MONUMENT;

REFER TO GRAVESITE LAYOUT

PLANS FOR LOCATIONAL DATA

CRYPT CENTERED (IN BOTH DIRECTIONS) BETWEEN GRIDLINES,

(MEASURED AT TOP OF CRYPT); MAX DEVIATION OF 1/4" TYP.

PERIMETER PRE-PLACED LAWN CRYPT, TYP. SEE SPEC; PERIMETER CRYPTS ARE THOSE THAT SEPARATE ALONG THEIR LONG SIDE BY MORE THAN THREE INCHES FROM EACH OTHER OR ARE ON THE OUTSIDE ROW; SEE PLANS FOR LOCATIONS.

PERIMETER CRYPTS ARE WIDER THAN PLOT WIDTH. STIFFENING RIBS (BUMP OUTS) EXTEND OUTSIDE PLOT LINE AS SHOWN

IN END VIEW DETAILS

INTERIOR PRE-PLACED LAWN

CRYPT, TYP.

HEADSTONE LOCATION, N.I.C.

LIFTING

LUG, TYP.

PERIMETER CRYPT

STIFFENING RIBS, TYP.

EXISTING

INTERIOR

CRYPT, TYP.

EXISTING

PERIMETER

CRYPT, TYP.

EXISTING

PERIMETER

CRYPT

STIFFENING

RIBS, TYP. IRRIGATION AISLE (2'-10 1/2" WIDTH):

BACKFILL WITH COMPACTED

APPROVED GENERAL FILL.

COORDINATE WITH IRRIGATION

CONTRACTOR, TYP.

C

D

F

E

D

G

0 I

H

G 0 J

PLAN VIEW

PERIMETER INFILL

1'-314"

MIN.

2' -1

01 2"

PL

O

T W

ID

TH

2' -1

01 2"

PL

O

T W

ID

TH

2' -1

01 2"

IR

RI

G

AT

IO

N

AI

SL

E 2'

-1 01 2"

PL

O

T W

ID

TH

2' -1

01 2"

PL

O

T W

ID

TH

1' -51 4"

1' -51 4"

7'-612" PLOT LENGTH, TYP.

GRAVESITE GRID MONUMENT;

REFER TO GRAVESITE LAYOUT

PLANS FOR LOCATIONAL DATA

PERIMETER PRE-PLACED LAWN CRYPT, TYP. SEE SPEC; PERIMETER CRYPTS ARE THOSE THAT SEPARATE ALONG THEIR LONG SIDE BY MORE THAN THREE INCHES FROM EACH OTHER OR ARE ON THE OUTSIDE ROW; SEE PLANS FOR LOCATIONS.

PERIMETER CRYPTS ARE WIDER THAN PLOT WIDTH. STIFFENING RIBS (BUMP OUTS) EXTEND OUTSIDE PLOT LINE AS SHOWN

IN END VIEW DETAILS

HEADSTONE LOCATION, N.I.C.

LIFTING

LUG, TYP.

PERIMETER CRYPT

STIFFENING RIBS, TYP.

B

C

0 A

B

3 A

B

CRYPT/MONUMENT LAYOUT GENERAL NOTES:

1. NO VEHICLE OR EQUIPMENT THAT CREATES A LOAD CONDITION HIGHER THAN THAT OF A SINGLE AXLE LOAD OF GREATER THAN 12,000 LBS. SHALL BE ALLOWED ON CRYPTS (SEE SPECIFICATIONS).

2. LAYOUT OF NEW DOUBLE-DEPTH CRYPTS (34" X 90") SHALL BE BASED UPON THE LOCATION OF EXISTING PRE-PLACED CRYPTS. CAREFULLY EXCAVATE EXISTING CRYPTS ADJACENT TO WHERE NEW CRYPTS ARE TO BE PLACED TO ESTABLISH A BASELINES FOR NEW CRYPT INSTALLATION. NEW CRYPTS SHALL BE PLACED SQUARE TO EXISTING CRYPTS. REFER TO PLAN VIEW BELOW

FOR ADDITIONAL CRYPT LAYOUT INFORMATION. BASED UPON LOCATION OF EXISTING PERIMETER CRYPTS, NEWLY PLACED CRYPTS MAY NOT BE LOCATED FULLY WITHIN THEIR RESPECTIVE 34.5" x 90.5" PLOT GRID.

3. THE PLACEMENT OF NEW OR REPLACEMENT GRAVESITE MONUMENTS SHALL OCCUR AFTER THE PLACEMENT OF ALL CRYPTS, AND SHALL BE AN EXTENSION OF THE EXISTING 34.5" x 90.5" PLOT GRID. TO ENSURE ACCURATE MONUMENT PLACEMENT, CONTRACTOR SHALL HAND-EXCAVATE SUFFICIENT MATERIAL (IN THE PROXIMITY OF EACH MONUMENT) TO EXPOSE THE CRYPT LIDS.

REPLACE ALL EXCAVATED MATERIAL AFTER PLACEMENT OF MONUMENTS. ANY DEVIATIONS (FROM THE PLANS) MUST BE RECORDED ON THE AS-BUILT DRAWINGS; PROVIDE SURVEY CERTIFICATION OF CRYPT PLACEMENT (SEE SPECS.) PRIOR TO BACKFILL BEING PLACED BETWEEN CRYPTS. REFER TO SPECS FOR DETAILS FOR "AS-BUILT" DRAWINGS AS WELL AS DETAILS FOR

COLLECTING INFORMATION FOR THE GIS MAPPING AND GEODATA.

2. GAPS BETWEEN PRE-PLACED CRYPTS UP TO 3/4"-WIDE SHALL BE FILLED WITH SAC MASON SAND, COMPACTED TO THE GREATEST EXTENT POSSIBLE. GAPS BETWEEN PRE-PLACED CRYPTS THAT ARE GREATER THAN 3/4"-WIDE SHALL BE FILLED WITH 3/8" ROUNDED STONE REFER TO SPECIFICATIONS FOR DETAILS. SPECIFICATIONS GOVERN.

3. VARIATION IN SLOPE (FINISH GRADE AND SUBGRADE) DOES NOT OCCUR IN A SINGLE CRYPT FIELD. THE VARIATION IS BETWEEN ONE FIELD AND ANOTHER. FOLLOW THE GRADING PLAN FOR EACH BURIAL SECTION.

4. CONTRACTOR TO COORDINATE CLEANOUT LOCATION W/ GRADING AND STORMWATER AND DRAINAGE PLANS.

5. MAINTAINING DEPTH OF COVER OVER ALL CRYPT LIDS IS CRITICAL; CONTRACTOR SHALL PROVIDE THE MEANS AND METHODS TO VERIFY DEPTH OF COVER; DEFICIENCIES IN DEPTH (OR EXCESSES) SHALL BE REMEDIED PRIOR TO ACCEPTANCE OF CRYPT INSTALLATION. SEE SPECIFICATIONS.

6. CONTRACTOR IS TO PROVIDE THE NCA STANDARD LIFTING DEVICE FOR CRYPT LID REMOVAL.

PLOT LINES, TYP.

(PRE-PLACED

CRYPT BURIAL PLOT

AREA 2'-10 1/2" X 7'-6

1/2", TYP.) 45

C50 0 F

CI502

CRYPT CENTERED (IN BOTH DIRECTIONS) BETWEEN GRIDLINES,

(MEASURED AT TOP OF CRYPT); MAX DEVIATION OF 1/4" TYP.

INTERIOR PRE-PLACED LAWN

CRYPT, TYP.

2' -1

01 2"

PL

O

T W

ID

TH

2' -1

01 2"

PL

O

T W

ID

TH

BL

FOR NEW CRYPTS PLACED SOUTH OF BASE LINE 'B7',

BASE LINE 'B8' (ESTABLISHED BASED UPON THE

ADJACENT EXISTING CRYPTS IN SECTION 'T') SHALL

BE THE STARTING POINT FOR CRYPT PLACEMENT IN

BOTH THE SOUTHEAST AND NORTHWEST DIRECTIONS

BL7

B 0 A

6 A

EXISTING INTERIOR

CRYPT, TYP.

EXISTING PERIMETER

CRYPT, TYP.

PERIMETER CRYPT

STIFFENING RIBS,

TYP.

BL

BL5

BLACK NUMBERS ON BOTH OUTSIDE OF CRYPT LID AS WELL AS THE INSIDE

CRYPT WALL (BOTH AT THE HEADSTONE END); CONTRACTOR SHALL PAINT

BOTH SETS OF THE NUMBERS ON THE CRYPT AFTER IT IS SET, INSPECTED

AND APPROVED BY THE COR; NUMBERS MUST BE STENCILED (SEE SPECS)

BLACK NUMBERS ON BOTH OUTSIDE OF CRYPT LID AS WELL AS THE INSIDE

CRYPT WALL (BOTH AT THE HEADSTONE END); CONTRACTOR SHALL PAINT

BOTH SETS OF THE NUMBERS ON THE CRYPT AFTER IT IS SET, INSPECTED

AND APPROVED BY THE COR; NUMBERS MUST BE STENCILED (SEE SPECS)

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

ADAMS COUNTY, MISSISSIPPI

866CM3030

MARCH 7, 2023 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 SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

NATCHEZ NATIONAL CEMETERY

BURIAL EXPANSION PROJECT

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The LA Group

(518) 587-8100

AQUA ENGINEERING

(970) 229-9668

AES Group

(303) 841-3922

CB DESIGN GROUP

(888) 585-2234 INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

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

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

IN

TE

GRITY FEDERA

L

SERV I CES

Scope Revision & Clarification 6/7/2024

PRE-PLACED CRYPT DETAILS - 1

(34" x 90"L CRYPTS)

CI501

1/2" = 1'-0"

34" X 90" PRE-PLACED LAWN CRYPT INSTALLATION W/ UNDERDRAIN (SIDE VIEW)1 0 1' 2'6"

DLM JDS

1/2" = 1'-0"

34" X 90" PRE-PLACED LAWN CRYPT INSTALLATION (PLAN VIEW)2 0 1' 2'6"

PITCH FINISHED GRADE

(SEE GRADING PLAN)

PITCH SUBGRADE**

(MATCH FINISHED GRADE SEE PLANS)

REFER TO SPECIFICATIONS

REGARDING ALLOWABLE

TOLERANCES DURING CRYPT

PLACEMENT

SIDE VIEW

BURIAL SECTION 'T'

M

IN. 1'-6"*

M

AX. 1'-10"*

5'-0"

0' -6

7'-612" O.C. (TYP. GRAVE/PLOT)

MEASURED HORIZONTALLY

AT TOP OF CRYPT BASED

UPON EXISTING GRID

1' -0

M

IN

SIDE VIEW

BURIAL SECTION 'V'

G

RAVESITE

G

RIDLINE

(AS SHO

W N

O

N PLANS)

G

RAVESITE

G

RIDLINE

(AS SHO

W N

O

N PLANS)

PITCH FINISHED GRADE

(SEE GRADING PLAN)

PITCH SUBGRADE**

(MATCH FINISHED GRADE SEE PLANS)

REFER TO SPECIFICATIONS

REGARDING ALLOWABLE

TOLERANCES DURING CRYPT

PLACEMENT

M

IN

. 1 '-8

M

AX

. 1

'-1 0"

5'

-0

0'-6"

7'-612" O.C. (TYP. GRAVE/PLOT)

MEASURED HORIZONTALLY

AT TOP OF CRYPT BASED

UPON EXISTING GRID

NOTES:

* TYPICAL DEPTH TO TOP OF CRYPT LID

1'-8" MIN., 1'-10" MAX. CONTRACTOR TO

MATCH DEPTH OF EXISTING ADJACENT

CRYPTS TO PROVIDE A CONSISTENT

DEPTH TO TOP OF CRYPT LID

THROUGHOUT A GIVEN BURIAL SECTION.

** SUBGRADE PITCH TO MATCH PITCH OF

FINISHED GRADE. SEE GRADING PLAN.

1' -0

M

IN

G

RA

VE

SI

TE

G

RI

DL

IN

E

(A S

SH

O

W N

O N

PL

AN

S)

G

RA

VE

SI

TE

G

RI

DL

IN

E

(A S

SH

O

W N

O N

PL

AN

S)

SIM. 3

CI502

SIM. 3

CI502

GAPS BETWEEN PRE-PLACED CRYPTS

UP TO 3/4"-WIDE SHALL BE FILLED

WITH SAC MASON SAND, COMPACTED

TO THE GREATEST EXTENT POSSIBLE.

GAPS BETWEEN PRE-PLACED CRYPTS

THAT ARE GREATER THAN 3/4"-WIDE

SHALL BE FILLED WITH 3/8" ROUNDED

STONE. SEE SPECS.

EXISTING UNDERDRAIN HEADER

PIPE TO REMAIN IN PLACE, TYP.

COMPACTED, APPROVED

GENERAL FILL SOILS SEE

SPECIFICATIONS AND

GEOTECH REPORT

DRAINAGE STONE

(SEE SPECS)

2" DEPTH COMPACTED SAND

PRE-CAST CONC. LAWN

CRYPT; OUTSIDE NOMINAL

DIMENSIONS: 7'-7"L X 2'-10"

EXISTING

CRYPT, TYP.

COMPACTED SUBGRADE, TYP.

APPROVED GEOTEXTILE FILTER FABRIC

BETWEEN SUBGRADE AND DRAINAGE

STONE, (SEE SPEC.)

HEADSTONE LOCATION, TYP.; N.I.C.

4" DEPTH APPROVED

TOPSOIL

EXISTING

HEADSTONE

NEW UNDERDRAIN HEADER PIPE;

CORRUGATED RIGID PIPE (HOLES

DOWN) SURROUNDED BY

DRAINAGE STONE & FILTER

FABRIC; PIPE SIZE & SPACING AS

INDICATED ON DRAINAGE PLANS.

GAPS BETWEEN PRE-PLACED CRYPTS

UP TO 3/4"-WIDE SHALL BE FILLED

WITH SAC MASON SAND, COMPACTED

TO THE GREATEST EXTENT POSSIBLE.

GAPS BETWEEN PRE-PLACED CRYPTS

THAT ARE GREATER THAN 3/4"-WIDE

SHALL BE FILLED WITH 3/8" ROUNDED

STONE. SEE SPECS.

EXISTING UNDERDRAIN HEADER

PIPE TO REMAIN IN PLACE, TYP.

COMPACTED, APPROVED

GENERAL FILL SOILS SEE

SPECIFICATIONS AND

GEOTECH REPORT

DRAINAGE STONE

(SEE SPECS)

2" DEPTH COMPACTED SAND

PRE-CAST CONC. LAWN

CRYPT; OUTSIDE NOMINAL

DIMENSIONS: 7'-7"L X 2'-10"

EXISTING

CRYPT, TYP.

COMPACTED SUBGRADE, TYP.

APPROVED GEOTEXTILE FILTER FABRIC

BETWEEN SUBGRADE AND DRAINAGE

STONE, (SEE SPEC.)

4" DEPTH APPROVED

TOPSOIL

HEADSTONE

LOCATION,

TYP.; N.I.C.

NEW UNDERDRAIN HEADER PIPE;

CORRUGATED RIGID PIPE (HOLES

DOWN) SURROUNDED BY

DRAINAGE STONE & FILTER

FABRIC; PIPE SIZE & SPACING AS

INDICATED ON DRAINAGE PLANS.

NOTES:

* TYPICAL DEPTH TO TOP OF CRYPT LID

1'-8" MIN., 1'-10" MAX. CONTRACTOR TO

MATCH DEPTH OF EXISTING ADJACENT

CRYPTS TO PROVIDE A CONSISTENT

DEPTH TO TOP OF CRYPT LID

THROUGHOUT A GIVEN BURIAL SECTION.

** SUBGRADE PITCH TO MATCH PITCH OF

FINISHED GRADE. SEE GRADING PLAN.

NOTE: 91" CRYPT WILL

EXTEND OUTSIDE OF PLOT

NOTE: 91" CRYPT WILL

EXTEND OUTSIDE OF PLOT

5 A

B

PLAN VIEW

INTERIOR INFILL

1'-314"

MIN.

2' -1

01 2"

PL

O

T W

ID

TH

2' -1

01 2"

PL

O

T W

ID

TH

2' -1

01 2"

IR

RI

G

AT

IO

N

AI

SL

E 2'

-1 01 2"

PL

O

T W

ID

TH

2' -1

01 2"

PL

O

T W

ID

TH

1' -51 4"

1' -51 4"

7'-612" PLOT LENGTH, TYP.

PLOT LINES, TYP.

(PRE-PLACED CRYPT

BURIAL PLOT AREA

2'-10 1/2" X 7'-6 1/2", TYP.)

PERIMETER PRE-PLACED LAWN CRYPT, TYP. SEE SPEC; PERIMETER CRYPTS ARE THOSE THAT SEPARATE ALONG THEIR LONG SIDE BY MORE THAN THREE INCHES FROM EACH OTHER OR ARE ON THE OUTSIDE ROW; SEE PLANS FOR LOCATIONS.

PERIMETER CRYPTS ARE WIDER THAN PLOT WIDTH. STIFFENING RIBS (BUMP OUTS) EXTEND OUTSIDE PLOT LINE AS SHOWN

IN END VIEW DETAILS

HEADSTONE LOCATION, N.I.C.

LIFTING

LUG, TYP.

EXISTING

INTERIOR

CRYPT, TYP.

EXISTING

PERIMETER

CRYPT, TYP.

EXISTING

PERIMETER

CRYPT

STIFFENING

RIBS, TYP. IRRIGATION AISLE (2'-10 1/2" WIDTH):

BACKFILL WITH COMPACTED

APPROVED GENERAL FILL.

COORDINATE WITH IRRIGATION

CONTRACTOR, TYP.

C

D

F

E

D

G

0 I

H

G 0 J

PLAN VIEW

PERIMETER INFILL

1'-314"

MIN.

2' -1

01 2"

PL

O

T W

ID

TH

2' -1

01 2"

PL

O

T W

ID

TH

2' -1

01 2"

IR

RI

G

AT

IO

N

AI

SL

E 2'

-1 01 2"

PL

O

T W

ID

TH

2' -1

01 2"

PL

O

T W

ID

TH

1' -51 4"

1' -51 4"

7'-612" PLOT LENGTH, TYP.

PLOT LINES, TYP.

(PRE-PLACED

CRYPT BURIAL PLOT

AREA 2'-10 1/2" X 7'-6

1/2", TYP.)

GRAVESITE GRID MONUMENT;

REFER TO GRAVESITE LAYOUT

PLANS FOR LOCATIONAL DATA

PERIMETER PRE-PLACED LAWN CRYPT, TYP. SEE SPEC; PERIMETER CRYPTS ARE THOSE THAT SEPARATE ALONG THEIR LONG SIDE BY MORE THAN THREE INCHES FROM EACH OTHER OR ARE ON THE OUTSIDE ROW; SEE PLANS FOR LOCATIONS.

PERIMETER CRYPTS ARE WIDER THAN PLOT WIDTH. STIFFENING RIBS (BUMP OUTS) EXTEND OUTSIDE PLOT LINE AS SHOWN

IN END VIEW DETAILS

HEADSTONE LOCATION, N.I.C.

LIFTING

LUG, TYP.

PERIMETER CRYPT

STIFFENING RIBS, TYP.

B

C

0 A

B

3 A

B

C50 0 F

B 0 A

6 A

2' -1

01 2"

PL

O

T W

ID

TH

2' -1

01 2"

PL

O

T W

ID

TH

CI502

CRYPT CENTERED (IN BOTH DIRECTIONS) BETWEEN GRIDLINES,

(MEASURED AT TOP OF CRYPT); MAX DEVIATION OF 1/4" TYP.

INTERIOR PRE-PLACED LAWN

CRYPT, TYP.

CI502

CRYPT CENTERED (IN BOTH DIRECTIONS) BETWEEN GRIDLINES,

(MEASURED AT TOP OF CRYPT); MAX DEVIATION OF 1/4" TYP.

INTERIOR PRE-PLACED LAWN

CRYPT, TYP.

CRYPT/MONUMENT LAYOUT GENERAL NOTES:

1. NO VEHICLE OR EQUIPMENT THAT CREATES A LOAD CONDITION HIGHER THAN THAT OF A SINGLE AXLE LOAD OF GREATER THAN 12,000 LBS. SHALL BE ALLOWED ON CRYPTS (SEE SPECIFICATIONS).

2. LAYOUT OF NEW DOUBLE-DEPTH CRYPTS (34" X 91") SHALL BE BASED UPON THE LOCATION OF EXISTING PRE-PLACED CRYPTS. CAREFULLY EXCAVATE EXISTING CRYPTS ADJACENT TO WHERE NEW CRYPTS ARE TO BE PLACED TO ESTABLISH A BASELINE FOR NEW CRYPT INSTALLATION. NEW CRYPTS SHALL BE PLACED SQUARE TO EXISTING CRYPTS. REFER TO PLAN VIEW BELOW

FOR ADDITIONAL CRYPT LAYOUT INFORMATION. DUE TO THE EXTENDED 91" CRYPT LENGTH AND LOCATION OF EXISTING PERIMETER CRYPTS, NEWLY PLACED CRYPTS WILL NOT BE LOCATED FULLY WITHIN THEIR RESPECTIVE 34.5" x 90.5" PLOT GRID.

3. THE PLACEMENT OF NEW OR REPLACEMENT GRAVESITE MONUMENTS SHALL OCCUR AFTER THE PLACEMENT OF ALL CRYPTS, AND SHALL BE AN EXTENSION OF THE EXISTING 34.5" x 90.5" PLOT GRID. TO ENSURE ACCURATE MONUMENT PLACEMENT, CONTRACTOR SHALL HAND-EXCAVATE SUFFICIENT MATERIAL (IN THE PROXIMITY OF EACH MONUMENT) TO EXPOSE THE CRYPT LIDS.

REPLACE ALL EXCAVATED MATERIAL AFTER PLACEMENT OF MONUMENTS. ANY DEVIATIONS (FROM THE PLANS) MUST BE RECORDED ON THE AS-BUILT DRAWINGS; PROVIDE SURVEY CERTIFICATION OF CRYPT PLACEMENT (SEE SPECS.) PRIOR TO BACKFILL BEING PLACED BETWEEN CRYPTS. REFER TO SPECS FOR DETAILS FOR "AS-BUILT" DRAWINGS AS WELL AS DETAILS FOR

COLLECTING INFORMATION FOR THE GIS MAPPING AND GEODATA.

2. GAPS BETWEEN PRE-PLACED CRYPTS UP TO 3/4"-WIDE SHALL BE FILLED WITH SAC MASON SAND, COMPACTED TO THE GREATEST EXTENT POSSIBLE. GAPS BETWEEN PRE-PLACED CRYPTS THAT ARE GREATER THAN 3/4"-WIDE SHALL BE FILLED WITH 3/8" ROUNDED STONE REFER TO SPECIFICATIONS FOR DETAILS. SPECIFICATIONS GOVERN.

3. VARIATION IN SLOPE (FINISH GRADE AND SUBGRADE) DOES NOT OCCUR IN A SINGLE CRYPT FIELD. THE VARIATION IS BETWEEN ONE FIELD AND ANOTHER. FOLLOW THE GRADING PLAN FOR EACH BURIAL SECTION.

4. CONTRACTOR TO COORDINATE CLEANOUT LOCATION W/ GRADING AND STORMWATER AND DRAINAGE PLANS.

5. MAINTAINING DEPTH OF COVER OVER ALL CRYPT LIDS IS CRITICAL; CONTRACTOR SHALL PROVIDE THE MEANS AND METHODS TO VERIFY DEPTH OF COVER; DEFICIENCIES IN DEPTH (OR EXCESSES) SHALL BE REMEDIED PRIOR TO ACCEPTANCE OF CRYPT INSTALLATION. SEE SPECIFICATIONS.

6. CONTRACTOR IS TO PROVIDE THE NCA STANDARD LIFTING DEVICE FOR CRYPT LID REMOVAL.

BL

FOR NEW CRYPTS PLACED SOUTH OF BASE LINE 'B7',

BASE LINE 'B8' (ESTABLISHED BASED UPON THE

ADJACENT EXISTING CRYPTS IN SECTION 'T') SHALL

BE THE STARTING POINT FOR CRYPT PLACEMENT IN

BOTH THE SOUTHEAST AND NORTHWEST DIRECTIONS

BL7

EXISTING INTERIOR

CRYPT, TYP.

EXISTING PERIMETER

CRYPT, TYP.

PERIMETER CRYPT

STIFFENING RIBS,

TYP.

BL

BL5

GRAVESITE GRID MONUMENT;

REFER TO GRAVESITE LAYOUT

PLANS FOR LOCATIONAL DATA

PERIMETER CRYPT

STIFFENING RIBS, TYP.

IRRIGATION AISLE (2'-10 1/2" WIDTH):

BACKFILL WITH COMPACTED

APPROVED GENERAL FILL.

COORDINATE WITH IRRIGATION

CONTRACTOR, TYP.

BLACK NUMBERS ON BOTH OUTSIDE OF CRYPT LID AS WELL AS THE INSIDE

CRYPT WALL (BOTH AT THE HEADSTONE END); CONTRACTOR SHALL PAINT

BOTH SETS OF THE NUMBERS ON THE CRYPT AFTER IT IS SET, INSPECTED

AND APPROVED BY THE COR; NUMBERS MUST BE STENCILED (SEE SPECS)

BLACK NUMBERS ON BOTH OUTSIDE OF CRYPT LID AS WELL AS THE INSIDE

CRYPT WALL (BOTH AT THE HEADSTONE END); CONTRACTOR SHALL PAINT

BOTH SETS OF THE NUMBERS ON THE CRYPT AFTER…