922CM3006_GANC_Bid Documents_Plans_101-122.pdf

EXISTING

SECTION 10

EXISTING

SECTION 9

EXISTING

SECTION 8

EXISTING

SECTION 6

SECTION 5

SECTION 4

EXISTING

SECTION 1

EXISTING

SECTION 2

COLUMBARIUM B

SECTION 15

FWS1

VEHICLE

ACCESS

GATE, TYP.

EXISTING

SECTION 7

CI521

EXISTING

SECTION 3

FWS2

FWS3

VEHICLE

ACCESS

GATE, TYP.

CI521

CI520

CI520

CI520

EXISTING VEHICLE

ACCESS GATE TO

BE REPLACED

EXISTING VEHICLE

ACCESS GATE TO

BE REPLACED EXISTING VEHICLE

ACCESS GATE TO

BE REPLACED

EXISTING VEHICLE

ACCESS GATE TO

BE REPLACED

EXISTING VEHICLE

ACCESS GATE TO

BE REPLACED

EXISTING VEHICLE

ACCESS GATE TO

BE REPLACED

EXISTING VEHICLE

ACCESS GATE TO

BE REPLACED

COMMITTAL

SERVICE SHELTER

SERVICE EMBLEM

REPLACEMENT

ASSEMBLY

AREA

EXISTING

SECTION 11

U.S. FLAG

COMMITTAL

SERVICE

SHELTER 1

COLUMBARIUM

A

COMMITTAL

SERVICE

SHELTER 2

SECTION

14A

1/6

CI750

CI521

CI521

CI521

CI521

CI521

CI521

EXISTING VEHICLE

ACCESS GATE TO

BE REPLACED

CI521

EXISTING VEHICLE

ACCESS GATE TO

BE REPLACED

CI521

CI521

EXISTING FLOWER WATERING STATION

COMMITTAL

SERVICE SHELTER

SERVICE EMBLEM

REPLACEMENT

1/7

CI750

ASSEMBLY AREA

WALL SERVICE

EMBLEM

REPLACEMENT

1/2

CI751

FWS Point Table

FWS #

FWS3

FWS2

FWS1

Northing

1540600.4803

1540941.7537

1540798.9866

Easting

2171688.5608

2171182.5468

2170893.3951

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

CHEROKEE COUNTY, GEORGIA

922CM3006

FEBRUARY 28, 2022 Dwg. of 178

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

GEORGIA NATIONAL CEMETERY

CONSTRUCTION DOCUMENTS

FOR PHASE 2

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Gordon

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

Phone: 304-725-8456 www.gordon.us.com

PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

The LA Group

(518) 587-8100

RVi

(512) 480-0032

Leo A Daly

(402) 391-8111

Aqua Engineering

(970) 372-6104

SITE FURNISHING PLAN 2

CI121

60402060 0

Scale: 1" = 60' NORTH

BENCH

FLOWER WATER STATION (FWS)

(TYPE 1)

LEGEND

NOTES:

1. ALL EXISTING VEHICLE ACCESS GATES

SHALL BE REPLACED. REFER TO

DETAIL1/CI521 FOR NEW GATE.

2. THE LOCATION OF EXISTING

UNDERGROUND UTILITIES ARE SHOWN IN

AN APPROXIMATE WAY AND HAVE NOT

BEEN VERIFIED. THE CONTRACTOR SHALL

DETERMINE THE EXACT LOCATION OF ALL

EXISTING UTILITIES BEFORE COMMENCING

WORK. CONTRACTOR SHALL COMPLY WITH

"GEORGIA CALL BEFORE YOU DIG"

REQUIREMENTS.

3. MAINTAIN POSITIVE DRAINAGE

THROUGHOUT THE PROJECT DURATION.

4. SITE CLEANUP SHALL BE PERFORMED

DAILY. SIDEWALKS, PARKING LOTS,

ROADWAYS, ETC. SHALL BE KEPT CLEAN

AT ALL TIMES.

5. REPLACE ANY MONUMENTS REMOVED OR

DESTROYED BY CONSTRUCTION.

MONUMENTS SHALL BE SET BY LAND

SURVEYOR REGISTERED TO PRACTICE IN

GEORGIA.

6. WORK NOT CONFORMING TO THE

CONTRACT IS UNACCEPTABLE, WHETHER

THE RESULT OF POOR WORKMANSHIP,

USE OF DEFECTIVE MATERIALS, DAMAGE

THROUGH CARELESSNESS, OR ANY

OTHER CAUSE FOUND PRIOR TO FINAL

ACCEPTANCE, SHALL BE REMOVED AND

REPLACED IN AN ACCEPTABLE MANNER AT

THE CONTRACTOR'S EXPENSE.

7. FOR ADDITIONAL SERVICE EMBLEM

REPLACEMENT INFORMATION SEE SHEET

CT100.

PROPERTY LINE

M

AT

CH

L

IN

E

SE

E

SI

TE

F

UR

NI

SH

IN

G

P

LA

N

- S

HE

ET

C

I1

M

AT

CH

L

IN

E

SE

E

SI

TE

F

UR

NI

SH

IN

G

P

LA

N

- S

HE

ET

C

I1

M

AT

CH

L

IN

E

SE

E

SI

TE

F

UR

NI

SH

IN

G

P

LA

N

- S

HE

ET

C

I1

M

AT

CH

L

IN

E

SE

E

SI

TE

F

UR

NI

SH

IN

G

P

LA

N

- S

HE

ET

C

I1

CI520

CI520

N

KEY MAP

(NOT TO SCALE)

VEHICLE ACCESS GATE 3

CI521

JEBJDB

SECTION

14B

SECTION

12B

EXISTING

SECTION 13

EXISTING

SECTION 16

EXISTING

SECTION 11

PUBLIC INFORMATION

CENTER

FWS6

VEHICLE ACCESS

GATE, TYP.

COLUMBARIUM D: ADD ALTERNATE D

NOTE: ALL SITE FURNISHINGS WITHIN

COLUMBARIUM D ARE PART OF ADD

ALTERNATE D

SECTION

SCOTT HUDGENS DR.

VEHICLE ACCESS

GATE, TYP.

COLUMBARIUM C

CI521

CI521

FWS4

FWS6

(TYPE 2)

FWS7 (TYPE 2)

FWS8

(TYPE 2)

FWS9

(TYPE 2)

B1

B2

B3 B4

B5 B6

B7 B8

B9 B10

B11 B12

B13 B14

B15 B16

B17 B18 B19

B20 B21 B22

B23

B24

CI520

CI520

CI521

CI521

CI521

CI521

ORNAMENTAL FENCE, TYP.3/4

CI523

EXISTING VEHICLE

ACCESS GATE TO

BE REPLACED

EXISTING VEHICLE

ACCESS GATE TO

BE REPLACED

SECTION

12C

SECTION

12A

SECTION

12D

SECTION

14C

SECTION

14D

COMMITTAL

SERVICE

SHELTER 3

SHADE STRUCTURE, SEE

ENLARGEMENT PLAN

CI523

CI521

EXISTING VEHICLE ACCESS GATE TO BE

REPLACED (EXISTING TEMPORARY BARRIERS

TO BE RETURNED TO CEMETERY)

CI521

CI521

FWS51

CI520

EXISTING FLOWER WATERING STATION

EXISTING FLOWER WATERING STATION

VEHICLE GUARD RAIL, SEE LAYOUT PLANS

COMMITTAL

SERVICE SHELTER

SERVICE EMBLEM

REPLACEMENT

1/8

CI750

FWS Point Table

FWS #

FWS4

FWS5

FWS6

FWS7

FWS8

FWS9

FWS10

Northing

1540367.6987

1540870.2726

1541146.5299

1541414.0838

1541392.2763

1541316.6134

1541338.3812

Easting

2172154.3929

2172349.1341

2173378.4100

2173717.2278

2173629.9105

2173648.7915

2173736.0843

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

CHEROKEE COUNTY, GEORGIA

922CM3006

FEBRUARY 28, 2022 Dwg. of 178

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

GEORGIA NATIONAL CEMETERY

CONSTRUCTION DOCUMENTS

FOR PHASE 2

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Gordon

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

Phone: 304-725-8456 www.gordon.us.com

PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

The LA Group

(518) 587-8100

RVi

(512) 480-0032

Leo A Daly

(402) 391-8111

Aqua Engineering

(970) 372-6104

SITE FURNISHING PLAN 3

CI122

60402060 0

Scale: 1" = 60' NORTH

M

AT

CH

L

IN

E

SE

E

SI

TE

F

UR

NI

SH

IN

G

P

LA

N

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HE

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C

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M

AT

CH

L

IN

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SE

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F

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NI

SH

IN

G

P

LA

N

- S

HE

ET

C

I1

N

KEY MAP

(NOT TO SCALE)

BENCH (B#)

FLOWER WATER STATION (FWS)

(TYPE 1)

LEGEND

NOTES:

1. ALL EXISTING VEHICLE ACCESS GATES

SHALL BE REPLACED. REFER TO

DETAIL1/CI521 FOR NEW GATE.

2. THE LOCATION OF EXISTING

UNDERGROUND UTILITIES ARE SHOWN IN

AN APPROXIMATE WAY AND HAVE NOT

BEEN VERIFIED. THE CONTRACTOR SHALL

DETERMINE THE EXACT LOCATION OF ALL

EXISTING UTILITIES BEFORE COMMENCING

WORK. CONTRACTOR SHALL COMPLY WITH

"GEORGIA CALL BEFORE YOU DIG"

REQUIREMENTS.

3. MAINTAIN POSITIVE DRAINAGE

THROUGHOUT THE PROJECT DURATION.

4. SITE CLEANUP SHALL BE PERFORMED

DAILY. SIDEWALKS, PARKING LOTS,

ROADWAYS, ETC. SHALL BE KEPT CLEAN

AT ALL TIMES.

5. REPLACE ANY MONUMENTS REMOVED OR

DESTROYED BY CONSTRUCTION.

MONUMENTS SHALL BE SET BY LAND

SURVEYOR REGISTERED TO PRACTICE IN

GEORGIA.

6. WORK NOT CONFORMING TO THE

CONTRACT IS UNACCEPTABLE, WHETHER

THE RESULT OF POOR WORKMANSHIP,

USE OF DEFECTIVE MATERIALS, DAMAGE

THROUGH CARELESSNESS, OR ANY

OTHER CAUSE FOUND PRIOR TO FINAL

ACCEPTANCE, SHALL BE REMOVED AND

REPLACED IN AN ACCEPTABLE MANNER AT

THE CONTRACTOR'S EXPENSE.

7. FOR ADDITIONAL SERVICE EMBLEM

REPLACEMENT INFORMATION SEE SHEET

CT100.

PROPERTY LINE

CI520

CI520

VEHICLE ACCESS GATE 1

CI521

JEBJDB

ALUMINUM ORNAMENTAL FENCE

FLOWER WATER STATION (FWS)

(TYPE 2)

CI521

CI504TUBULAR ALUMINUM

POST, SEE DETAILS

4,000 PSI MIN.

CONC. FOOTING

COMPACTED SUBGRADE

HOLD TOP OF FOOTING

5" BELOW FINISH

GRADE TO ACCOMMODATE

5" DEPTH REINFORCED

CONC. PAD

FINISH GRADE TO BE

1/2" BELOW TOP OF

PAD ELEVATION

1/2" RADIUS AROUND

ALL EDGES

1'-0"

MIN.

2' -6

" M

IN

1/2" EXPANSION

JOINT AT SIGN

POST, TYP.

LIGHT-DUTY

CONCRETE PAVEMENT

NOTE: IF INFORMATION

PROVIDED FOR SIGN

PLACEMENT CREATES

CONFLICT, THEN THE

CRITICAL DIMENSION FOR

SIGN PLACEMENT IN THE

FIELD IS FROM BACK OF

CURB TO FACE OF POST.

ELEVATION

REFERENCE POINT

PLAN

2" 2"

4"

4'-3"

2" 2"

SIGN POST

5"

2"

3' -6

3'-0"

2' -0

1'

-4

1'-6" 1'-6"

FINISH GRADE

POST FOOTING

ALUMINUM SIGN POST (M2), 2"X4"X1/8" THICK; POWDER

COATED FINISH, SEE SPECIFICATIONS; COLOR

MATTHEWS NO. MP07458 (CUSTOM COLOR); PROVIDE

TOP CAP SECURED WITH POWDER COATED ALUM.

TAMPERPROOF SCREWS

ALUMINUM SIGN CABINET ASSEMBLY W/ 1/8" THICK

PANELS (SIDES, TOP & BOTTOM); POWDER COATED

FINISH, COLOR TO MATCH MATTHEWS NO. MP07458

(CUSTOM COLOR); PROVIDE SHOP DRAWINGS

COPY & GRAPHICS TO BE REFLECTIVE WHITE

EQUAL TO ENGINEER GRADE 3M SCOTCHLITE

REFLECTIVE SHEETING, 4090 HIGH PERFORMANCE;

TYPEFACE TO BE HELVETICA, SENTENCE CASE,

HEIGHT AS NOTED

LIGHT-DUTY CONC. PAVEMENT

3'-1"

CL

CL

CL

SIGN CABINET ASSEMBLY

LIGHT-DUTY CONCRETE

PAVEMENT

EXPANSION JOINT

EDGE OF EXISTING WALK

CI501

DT504

PROVIDE (2) #3 DOWELS

PER FOOTING, TYP.

1' -0

CI501

3'-0" FROM

BACK OF CURB

(UNLESS

OTHERWISE NOTED)

DT504

5"

REFERENCE POINT

1" X 1/2" ALUMINUM SPACER BAR; ATTACH

ALUMINUM CABINET FRAMING MEMBER/SIDE

BODY TO ALUMINUM SPACER BAR WITH #14 X 2"

HEX HEAD SS SCREW, TYP.

SECTION

NOTE: CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF ALUMINUM

SIGN CABINET ASSEMBLY AND ATTACHMENT METHOD FOR APPROVAL.

1/8" THICK ALUMINUM SIGN PANEL CHEMICALLY

WELDED TO CORRESPONDING EXTRUDED 1/8" THICK

ALUMINUM FRAMING MEMBER. ALL EXPOSED

ALUMINUM SURFACES TO BE POWDER COATED

FINISH, COLOR TO MATCH MATTHEWS NO. MP07458

(CUSTOM COLOR); PROVIDE SHOP DRAWINGS

1" DEEP MIN. EXTRUDED CONTINUOUS ALUMINUM

FRAMING MEMBER WITH 1/8" MIN. THICK WALLS.

WELD AND GRIND SMOOTH. ALL EXPOSED

ALUMINUM SURFACES TO BE POWDER COATED

FINISH, COLOR TO MATCH MATTHEWS NO. MP07458

(CUSTOM COLOR); PROVIDE SHOP DRAWINGS. SEE

SPECIFICATIONS FOR ADDITIONAL INFORMATION.

11 2"

1/2" REVEAL

SIGN POST

Visitor Information

2' -0

3'-0"

2"11 2"11 4"

1"

5 8" T

YP

1 2" T

YP

1" T

YP

The following activities are prohibited:

Public gathering of a partisan nature.

Littering of grounds

Cutting, breaking, or injuring trees, shrubs, grasses, or other plantings

Allowing pets to run loose.

Boisterous actions.

CEMETERY HOURS

Daily 8 am - 5 pm Memorial Day 8 am - 7 pm

1" 1"

SIGN DESIGNATION: NC-01.01A-m2

SIGN KEY: INFO-A

2" MIN.

1" M

IN

We welcome you to these hallowed grounds.To preserve the dignity, beauty, and serenity of the cemetery, we ask you to observe our cemetery restrictions.Thank you for your cooperation.

Any form of sport or recreation, including (but not limited to) jogging, bicycling, skating, and picnicking.

NOTE: SUBMIT SHOP DRAWINGS FOR TEXT

APPROVAL BY THE CONTRACTING OFFICER

REPRESENTATIVE & CEMETERY DIRECTOR

PRIOR TO FABRICATION. MATCH EXISTING

2' -6

4'-0"

2"

Attention Visitors We welcome you to these hallowed grounds. To preserve the dignity, beauty and serenity of the cemetery, please comply with the following rules of behavior while visiting cemetery grounds:

Sport or recreational activities of any kind, to include, but not limited to, jogging, bicycling, skating, fishing and picnicking are prohibited.

Pets are not allowed on cemetery grounds at any time.

No soliciting Public gathers of a partisan nature are prohibited, no unauthorized gatherings are permitted.

Committal Shelters are for services only, no loitering.

CEMETERY VISITATION HOURS: OPEN DAILY FROM SUNRISE TO SUNSET

3 4"1" 2"

7 8" T

YP

5 8" T

YP

3 4" T

YP

1"

1"

SIGN DESIGNATION: NC-01.02A-m2 (MODIFIED)

SIGN KEY: INFO-B

13 8"

2" MIN.

Littering is not allowed, please use one of many receptacles provided.

Smoking is not allowed on grounds, in any building or the committal shelters.

Please smoke only at the designated receptacles.

No cutting, digging or otherwise damaging the landscape.

Boisterous activity, including the playing of loud music, is prohibited.

Altering a headstone in any manner is prohibited. (i.e., marking, sitting on, placing objects upon, attaching photographs or keepsakes to, etc.)

These rules are covered by the U.S. Code of Federal Regulations (38-1.218) and are subject to fines.

Thank you for your cooperation.

OFFICE HOURS: MONDAY THRU FRIDAY 8:00AM-4:30PM MEMORIAL DAY 8:00AM-7:00PMNOTE: IF INFORMATION PROVIDED FOR SIGN

PLACEMENT CREATES CONFLICT, THEN THE CRITICAL

DIMENSION FOR SIGN PLACEMENT IN THE FIELD IS

FROM BACK OF CURB TO FACE OF POST. ELEVATION

REFERENCE POINT

PLAN

1' -0

2" 2"

4"

5'-3"

2" 2"

SIGN POST

5"

2"

3' -6

4'-0"

2' -6

2'-0" 2'-0"

FINISH GRADE

POST FOOTING

ALUMINUM SIGN POST (M2), 2"X4"X1/8"

THICK; POWDER COATED FINISH, SEE

SPECIFICATIONS COLOR MATTHEWS NO.

MP07458 (CUSTOM COLOR); PROVIDE TOP

CAP SECURED WITH POWDER COATED

ALUM. TAMPERPROOF SCREWS

ALUMINUM SIGN CABINET

ASSEMBLY W/ 1/8" THICK PANELS

(SIDES, TOP & BOTTOM); POWDER

COATED FINISH, COLOR TO MATCH

MATTHEWS NO. MP07458 (CUSTOM

COLOR); PROVIDE SHOP DRAWINGS

COPY & GRAPHICS TO BE REFLECTIVE

WHITE EQUAL TO ENGINEER GRADE

3M SCOTCHLITE REFLECTIVE

SHEETING, 4090 HIGH PERFORMANCE;

TYPEFACE TO BE HELVETICA,

SENTENCE CASE, HEIGHT AS NOTED

LIGHT-DUTY CONC. PAVEMENT

4'-10"

CL

CL

CL

SIGN CABINET ASSEMBLY

LIGHT-DUTY CONCRETE

PAVEMENT

EXPANSION JOINT

EDGE OF EXISTING WALK

PROVIDE (2) #3 DOWELS

PER FOOTING, TYP.

CI501

CI501

3'-0" FROM

BACK OF CURB

(UNLESS

OTHERWISE NOTED)

DT504

DT504

5"

REFERENCE POINT

2' -6

4'-0"

2"11 2"11 2"

13 4"

1 2" T

YP

1 2" T

YP

3 8" T

YP

SIGN DESIGNATION: NC-01.02B-m2

SIGN KEY: INFO-C

35 8"

2" MIN.

3 4" T

YP

Fresh cut flowers may be placed on the graves at any time of year. Portable cone containers for flowers can be found throughout the cemetery in stone containers.

Artificial flowers may only be placed on graves from October 1 through April 1 because the wires from artificial flowers have caused damage to the mowing equipment, Floral items should only be placed at either side of headstones in line with the headstone row. This allows for equipment operations and prevents damage to floral items.

Flower items should be placed at the bottom of a column at the Columbarium.

The cemetery assumes no responsibility for items left on gravesites. Due to the open nature of the grounds, we cannot guarantee against theft, vandalism, or the effects of nature.

Permanent plantings, statues, vigil lights, breakable objects, pinwheels, balloons, glass, shepherd's hooks, toys, and stuffed animals and similar commemorative items are not permitted on the graves at any time.

Headstones are federal property. Altering or marking by paint, marker, lipstick, or any other means in the engraving is prohibited. Vandalizing federal property is a crime and can bring charges and penalties ranging from fines to up to 10 years in prison.

Pets are not allowed in the National Cemetery. Working, licensed service dogs are permitted at any time.

Flowers will be disposed of by cemetery personnel when they are withered, faded, or otherwise unsightly.

and pose a safety hazard to workers and visitors during mowing operations. They will be removed when they are faded or unsightly.

Floral items and other types of decorations will not be secured to the headstones, markers, or niches. NO GLASS or METAL of any kind is allowed.

Planting of flowers, shrubs, etc. is prohibited. Potted plants are only allowed 10 days before through 10 days after Easter Sunday and Memorial Day.

Christmas wreaths or grave blankets may be placed on graves from Nov. 1st - Jan 20th. They will be removed Jan 20th or when they become withered, faded, or otherwise unsightly. Grave floral blankets cannot be larger than 2 x 3 feet. They cannot be secured to headstones or markers.

Small US, POW/MIA, US Armed Forces Branches, and Medal of Honor gravesite flags are authorized.

Sports or recreational activities of any kind are prohibited.

Smoking is not allowed on the grounds, in any building, or in the committal shelter.

NOTE: SUBMIT SHOP DRAWINGS FOR TEXT

APPROVAL BY THE CONTRACTING OFFICER

REPRESENTATIVE & CEMETERY DIRECTOR

PRIOR TO FABRICATION. MATCH EXISTING

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

CHEROKEE COUNTY, GEORGIA

922CM3006

FEBRUARY 28, 2022 Dwg. of 178

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

GEORGIA NATIONAL CEMETERY

CONSTRUCTION DOCUMENTS

FOR PHASE 2

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Gordon

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

Phone: 304-725-8456 www.gordon.us.com

PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

The LA Group

(518) 587-8100

RVi

(512) 480-0032

Leo A Daly

(402) 391-8111

Aqua Engineering

(970) 372-6104

SIGNAGE DETAILS 1

CI501

NTS

POST FOOTING DETAIL1

NTS

VISITOR INFORMATION/ /REGUALTORY SIGN - 3' (INFO) (NC-01.01-m2)3

JEB 103

NTS

SIGN CABINET ASSEMBLY2

JDB

NTS

VISITOR INFORMATION/ /REGUALTORY SIGN - 4' (INFO) (NC-01.02-m2)4

AutoCAD SHX Text Text As Shown on Details

AutoCAD SHX Text

AutoCAD SHX Text Text As Shown on Details

AutoCAD SHX Text Floral / Grounds Policy

PLAN

ELEVATION

1' -0

2" 2"

4"

3'-0" FROM

BACK OF CURB

2'-9" 2" 2"

3' -6

1'-6"

1' -6

1' -1

0"

2"

9" 9" 2"

2"

LIGHT DUTY CONC.

PAVEMENT

SIGN CABINET ASSEMBLY

SIGN POST

5" 5"

ALUMINUM SIGN POST (M2),

2"X4"X1/8" THICK; POWDER COATED

FINISH, SEE SPECIFICATIONS COLOR

MATTHEWS NO. MP07458 (CUSTOM

COLOR); PROVIDE TOP CAP

SECURED WITH POWDER COATED

ALUM. TAMPERPROOF SCREWS

COPY & GRAPHICS AS SHOWN ON

DETAILS

POST FOOTING

REFERENCE POINT

5"

3'-0" FROM

BACK OF CURB

(UNLESS

OTHERWISE NOTED)

PROVIDE (2) #3 DOWELS

PER FOOTING, TYP.

CL

CL

CL

ALUMINUM SIGN CABINET

ASSEMBLY W/ 1/8" THICK

PANELS (SIDES, TOP &

BOTTOM); POWDER COATED

FINISH, COLOR TO MATCH

MATTHEWS NO. MP07458

(CUSTOM COLOR); PROVIDE

SHOP DRAWINGS

CI501

CI501

DT504

LIGHT DUTY CONC. PAVEMENT 4

DT504

REFERENCE POINT

One Way

1'-6"

1' -6

2" EQ EQ

3"11 2" 41 2"

2"

SIGN DESIGNATION: NC-03.01C-m2 (modified)

SIGN KEY: REG-F

3"2"

1'-6"

1' -6

1'-6"

1' -6

3" 3"

1' -0

3" 3"1'-0"

1'-6"

1' -6

2" EQ

1'-6"

1' -6

11 2"

EQ

3"11 2" 3"

25 8" 31 4"

25 8"

3" 3"

61 2" 4"

1'-6"

EQ

EQ

1' -6

EQ. EQ.

SIGN DESIGNATION: NC-03.01A-m2

SIGN KEY: REG-A

SIGN DESIGNATION: NC-01.03D-m2

SIGN KEY: REG-C

SIGN DESIGNATION: NC-03.01D-m2

SIGN KEY: REG-G

SIGN DESIGNATION: NC-03.01B-m2

SIGN KEY: REG-B

SIGN DESIGNATION: NC-03.01F-m2

SIGN KEY: REG-D

COLOR

TRAFFIC

SIGN RED

MP55153

COLOR

WHITE

WONDER

MP32071

9" ℄ 1

2" MIN. 1

2" MIN.

4"EQ. EQ.

COLOR

TRAFFIC

SIGN RED

MP55153

COLOR

WHITE

WONDER

MP32071

NO FIREARMS

OR WEAPONS

ALLOWED ON

THIS PROPERTY

3" 21 8"

51 8" 11 8"

3 8"

COLOR NEW

VA BLUE

(ROYAL BLUE)

MP9829

COLOR

MP55153

COLOR

MP26309

COLOR

MP32071

16"

13 4"

4" MIN. 31

4" MIN.

18 USC § 9301 2"

COLOR

WHITE

WONDER

MP32071

Vehicles Authorized

Only

1'-6"

1' -6

13 4"

13 4" T

YP

11 4"

51 2" 13 4"

SIGN DESIGNATION: NC-03.01G-c2

SIGN KEY: REG-E

COLOR

TRAFFIC

SIGN RED

MP55153EQ. EQ.

3"

MIN.

3"

MIN.

COLOR

WHITE

WONDER

MP32071

COLOR

WHITE

WONDER

MP32071

COLOR

WHITE

WONDER

MP32071

ELEVATION

5' -0

4'-0"

3' -0

1' -1

0"

2"

2'-0" 2'-0" 2"

2"

PLAN

1' -0

2" 2"

4"

3'-0" FROM

EDGE OF PAVEMENT

5'-3" 2" 2"

LIGHT DUTY CONC.

PAVEMENT

SIGN CABINET ASSEMBLY

SIGN POST

5" 5"

ALUMINUM SIGN POST (M2), 2"X4"X1/8" THICK;

POWDER COATED FINISH, SEE SPECIFICATIONS

COLOR MATTHEWS NO. MP07458 (CUSTOM COLOR);

PROVIDE TOP CAP SECURED WITH POWDER

COATED ALUM. TAMPERPROOF SCREWS

ALUMINUM SIGN CABINET ASSEMBLY

CONTRACTOR PROVIDED, 1/2" THICK HIGH PRESSURE

LAMINATE (CHPL) WITH THREADED INSERTS ON

BACKSIDE OF PANEL; COPY & GRAPHICS TO BE

PERMANENTLY EMBEDDED IN THE PANEL; SEE

SPECIFICATIONS; ELECTRONIC FILE (JPEG OR TIFF) OF

GRAPHIC WILL BE PROVIDED TO THE CONTRACTOR

DURING THE SUBMITTAL REVIEW PERIOD.

POST FOOTING

CHPL PANEL ATTACHED TO SIGN CABINET; NO VISIBLE

FASTENERS; INSTALL SPACERS PER

MANUFACTURERS RECOMMENDATIONS.

R1"

TY

P.

Area for Map of Cemetery / Columbarium Directory

REFERENCE POINT

5"3'-0" FROM

EDGE OF PAVEMENT

(UNLESS

OTHERWISE NOTED)

NOTE: IF INFORMATION PROVIDED FOR SIGN

PLACEMENT CREATES CONFLICT, THEN THE

CRITICAL DIMENSION FOR SIGN PLACEMENT IN THE

FIELD IS FROM BACK OF CURB TO FACE OF POST.

CL

CL

CL

PROVIDE (2) #3

DOWELS PER

FOOTING

CI501

CI501

DT504

LIGHT-DUTY CONCRETE PAVEMENT. TYP.4

DT504

REFERENCE POINT

2"

2' -8

2" 3'

-0

2"

2" 3'-8"

4'-0"

SIGN DESIGNATION: NC-02.01

SIGN KEY: MAP1-5

7' -0

1'

-6

1'-0"

TUBULAR ALUMINUM POST WITH

TAMPERPROOF SCREWS; SQ.

2"X2"X1/8" THICK; POWDER

COATED FINISH; SEE

SPECIFICATIONS; PROVIDE TOP

CAP SECURED.

FINISH GRADE

(LAWN OR PAVEMENT)

3,000 PSI (MIN.) CONC.

FOOTING; PROVIDE 1/4"

PER FOOT WASH ON TOP

COMPACTED SUBGRADE

2' -6

" M

IN

1'-0" DIA.

ENSURE POSITIVE

DRAINAGE AWAY

FROM POST

FINISH GRADE TO BE

1/2" BELOW TOP OF

FOOTING ELEVATION

1/2" RADIUS

AROUND ALL

EDGES

REFERENCE POINT

1'-0" FROM EDGE

OF PAVEMENT

NOTE: IF INFORMATION PROVIDED

FOR SIGN PLACEMENT CREATES

CONFLICT, THEN THE CRITICAL

DIMENSION FOR SIGN PLACEMENT

IN THE FIELD IS FROM BACK OF

CURB TO FACE OF POST.

NOTES:

1. FOR SIGNS ASSOCIATED WITH PARKING SPACES, ALIGN POST TO THE CENTER OF THE

PARKING STALL WIDTH.

2. FOR MUTCD R1-1 (TRG101) SIGNS, LOCATE 5' FROM EDGE OF PAVEMENT.

SIGN PANEL HEAVY DUTY

ALUMINUM. LETTERING AND

COLOR TO COMPLY WITH THE

LATEST GADOT REGULATIONS. SEE

SIGN LAYOUTS, THIS DETAIL FOR

SIGN TYPE.

"VAN ACCESSIBLE" MUTCD R7-8A

SIGN

1'-0"

2" 6"

2" 11 2"

11 2"

1 2" 1"

11 2"

3" 6" 3"

3 8"

TY

P.

3 8"

TY

P.

R1 5

8 ", TYP.

SIGN DESIGNATION: CUSTOM SIGN & MUTCD R7-8A

SIGN KEY: TRG202(A-D)

MUTCD

R7-8A

1" 2"

3 8"

TY

P.

COLOR:

BLUE

COLOR:

WHITE,

TYP.

CUSTOM

SIGN

1"

1 2"

1" 21 2"

COLOR:

BLUECOLOR:

WHITE

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

CHEROKEE COUNTY, GEORGIA

922CM3006

FEBRUARY 28, 2022 Dwg. of 178

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

GEORGIA NATIONAL CEMETERY

CONSTRUCTION DOCUMENTS

FOR PHASE 2

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Gordon

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

Phone: 304-725-8456 www.gordon.us.com

PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

The LA Group

(518) 587-8100

RVi

(512) 480-0032

Leo A Daly

(402) 391-8111

Aqua Engineering

(970) 372-6104

SIGNAGE DETAILS 2

CI502

NTS

INFORMATION/ /REGUALTORY SIGN (REG) (NC-01.03-m2 OR NC-03.01-m2)3

NTS

HORIZONTAL ORIENTATION MAP (MAP) (NC-02.01-m2)1

104JEBJDB

NTS

TRAFFIC REGULATORY SIGN (TREG)2

AutoCAD SHX Text Keep

AutoCAD SHX Text Right

AutoCAD SHX Text Speed Limit

AutoCAD SHX Text

AutoCAD SHX Text

YIELD

AutoCAD SHX Text

NOTICE

AutoCAD SHX Text Cemetery /

AutoCAD SHX Text Columbarium Directory

AutoCAD SHX Text Area for Map of

AutoCAD SHX Text

VAN

AutoCAD SHX Text

ACCESSIBLE

AutoCAD SHX Text

PERMIT PARKING ONLY

AutoCAD SHX Text

TOW-AWAY ZONE

AutoCAD SHX Text

MAXIMUM FINE $500.00

AutoCAD SHX Text

VAN

AutoCAD SHX Text

ACCESSIBLE

AutoCAD SHX Text

PERMIT PARKING ONLY

AutoCAD SHX Text

TOW-AWAY ZONE

MAXIMUM FINE $500.00

PLAN

ELEVATION

1' -0

2" 2"

4"

3'-0" FROM

BACK OF CURB

4'-3" 2" 2"

3' -6

3'-0" FROM

BACK OF CURB

(UNLESS OTHERWISE NOTED)

3'-0"

8" 2"

1'-6" 1'-6" 2" 1

2"

LIGHT DUTY CONC.

PAVEMENT

SIGN CABINET ASSEM.

SIGN POST

5' 5"

ALUMINUM SIGN POST (M2), 2"X4"X1/8"

THICK; POWDER COATED FINISH, SEE

SPECIFICATIONS COLOR MATTHEWS NO.

MP07458 (CUSTOM COLOR); PROVIDE TOP

CAP SECURED WITH POWDER COATED

ALUM. TAMPERPROOF SCREWS

ALUMINUM SIGN CABINET ASSEMBLY W/

1/8" THICK PANELS (SIDES, TOP &

BOTTOM); POWDER COATED FINISH,

COLOR TO MATCH MATTHEWS NO.

MP07458 (CUSTOM COLOR); PROVIDE

SHOP DRAWINGS

COPY & GRAPHICS TO BE REFLECTIVE

WHITE EQUAL TO ENGINEER GRADE 3M

SCOTCHLITE REFLECTIVE SHEETING;

TYPEFACE TO BE HELVETICA, SENTENCE

CASE, HEIGHT AS NOTED

POST FOOTING

Text As Shown

REFERENCE POINT

NOTE: IF INFORMATION PROVIDED FOR SIGN

PLACEMENT CREATES CONFLICT, THEN THE

CRITICAL DIMENSION FOR SIGN PLACEMENT IN

THE FIELD IS FROM BACK OF CURB TO FACE OF

POST.

PROVIDE (2) #3

DOWELS PER

FOOTING

CL

CL

CL

CI501

CI501

DT504

LIGHT DUTY CONC.

PAVEMENT

DT504

REFERENCE POINT

Administration

SIGN DESIGNATION: NC-04.01B-m2

LAYOUT A

SIGN KEY: PP1-B.1,4

Exit

SIGN DESIGNATION: NC-04.01B-m2

LAYOUT A

SIGN KEY: PP1-C.1

Memorial Path

SIGN DESIGNATION: NC-04.01C-m2

LAYOUT B

SIGN KEY: PP1-G

Columbarium A

SIGN DESIGNATION: NC-04.01B-m2

LAYOUT A

SIGN KEY: PP1-H.1

Administration

SIGN DESIGNATION: NC-04.01C-m2

LAYOUT B

SIGN KEY: PP1-A

Scattering Garden

SIGN DESIGNATION: NC-04.01C-m2

LAYOUT B

SIGN KEY: PP1-D

Columbarium B

SIGN DESIGNATION: NC-04.01B-m2

LAYOUT A

SIGN KEY: PP1-E.1

Flag Assembly Area

SIGN DESIGNATION: NC-04.01B-m2

LAYOUT B

SIGN KEY: PP1-F

Administration

SIGN DESIGNATION: NC-04.01B-m2

LAYOUT A

SIGN KEY: PP1-B.2,3

Exit

SIGN DESIGNATION: NC-04.01B-m2

LAYOUT A

SIGN KEY: PP1-C.2,4,5

Exit

SIGN DESIGNATION: NC-04.01B-m2

LAYOUT A

SIGN KEY: PP1-C.3

Columbarium B

SIGN DESIGNATION: NC-04.01B-m2

LAYOUT A

SIGN KEY: PP1-E.2

Columbarium A

SIGN DESIGNATION: NC-04.01B-m2

LAYOUT A

SIGN KEY: PP1-H.2

Columbarium C

SIGN DESIGNATION: NC-04.01C-m2

LAYOUT B

SIGN KEY: PP1-J.1 & PPC1-J.2

Columbarium D

SIGN DESIGNATION: NC-04.01C-m2

LAYOUT B

SIGN KEY: PP1-K.1 & PP1-K.2

Text

3'-0"

8"

25 8" 23 4"

25 8"

4"

4" 11

2" 23 4"

21 2"

TYPICAL LAYOUTS OF SIGN CONTENT

1" MIN.

SEE INDIVIDUAL PANELS FOR COPY

Text

3'-0"

8"

23 4" 21 2"

23 4"

8" 1" MIN.

LAYOUT A - WITH ARROW

LAYOUT B - WITHOUT ARROW

SEE INLAY FOR ARROW DIMENSIONS

9 16

TYP.

.0

0°

4"

23 4"

ARROW DIMENSIONS INLAY

PLAN

1' -0

2" 2"

4"

3'-0" FROM

BACK OF CURB

4'-3" 2" 2"

3' -6

3'-0" FROM

BACK OF CURB

(UNLESS OTHERWISE NOTED)

3'-0"

1' -0

2"

1'-6" 1'-6" 2"

2"

LIGHT DUTY CONC.

PAVEMENT

SIGN CABINET ASSEM.

SIGN POST

5" 5"

ELEVATION

ALUMINUM SIGN POST (M2), 2"X4"X1/8"

THICK; POWDER COATED FINISH, SEE

SPECIFICATIONS COLOR MATTHEWS NO.

MP07458 (CUSTOM COLOR); PROVIDE TOP

CAP SECURED WITH POWDER COATED

ALUM. TAMPERPROOF SCREWS

ALUMINUM SIGN CABINET ASSEMBLY W/

1/8" THICK PANELS (SIDES, TOP &

BOTTOM); POWDER COATED FINISH,

COLOR TO MATCH MATTHEWS NO.

MP07458 (CUSTOM COLOR); PROVIDE

SHOP DRAWINGS

COPY & GRAPHICS TO BE REFLECTIVE

WHITE EQUAL TO ENGINEER GRADE 3M

SCOTCHLITE REFLECTIVE SHEETING;

TYPEFACE TO BE HELVETICA, SENTENCE

CASE, HEIGHT AS NOTED

POST FOOTING

Text As Shown

REFERENCE POINTNOTE: IF INFORMATION PROVIDED FOR SIGN

PLACEMENT CREATES CONFLICT, THEN THE

CRITICAL DIMENSION FOR SIGN PLACEMENT IN

THE FIELD IS FROM BACK OF CURB TO FACE OF

POST.

CL

CL

CL

PROVIDE (2) #3

DOWELS PER

FOOTING

CI501

CI501

DT504

LIGHT DUTY CONC.

PAVEMENT

DT504

REFERENCE POINT

Committal Service Shelter 1

3'-0"

1' -0

15 8" 23 4"

4"

4"

2"

SIGN DESIGNATION: NC-04.02B-m2

SIGN KEY: PP2-B

1" MIN.

13 4"

21 2" 31 2"

21 2"

13 4"Committal Service Shelter 1

3'-0"

1' -0

13 4"

21 2" 31 2"

21 2"

8"

13 4"

SIGN DESIGNATION: NC-04.02B-m2 (modified)

SIGN KEY: PP2-A

1" MIN.

Committal Service Shelter 3

3'-0"

1' -0

15 8" 23 4"

4"

4"

2"

SIGN DESIGNATION: NC-04.02B-m2

SIGN KEY: PP2-D

1" MIN.

13 4"

21 2" 31 2"

21 2"

13 4" Committal Service Shelter 3

3'-0"

1' -0

13 4"

21 2" 31 2"

21 2"

8"

13 4"

SIGN DESIGNATION: NC-04.02B-m2 (modified)

SIGN KEY: PP2-E

1" MIN.

Columbarium C Columbarium D

3'-0"

1' -0

15 8" 23 4"

4"

4"

2"

SIGN DESIGNATION: NC-04.02B-m2

SIGN KEY: PP2-F.1,3

1" MIN.

13 4"

21 2" 31 2"

21 2"

13 4"

Committal Service Shelter 2

3'-0"

1' -0

13 4"

21 2" 31 2"

21 2"

8"

13 4"

SIGN DESIGNATION: NC-04.02B-m2 (modified)

SIGN KEY: PP2-C

1" MIN.

Columbarium C Columbarium D

3'-0"

15 8" 23 4"

4"

4"

2"

SIGN DESIGNATION: NC-04.02B-m2

SIGN KEY: PP2-F.2,4

1" MIN.

13 4"

21 2" 31 2"

21 2"

13 4"

9 16

TYP.

.0

0°

4"

23 4"

ARROW DIMENSIONS INLAY

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

CHEROKEE COUNTY, GEORGIA

922CM3006

FEBRUARY 28, 2022 Dwg. of 178

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

GEORGIA NATIONAL CEMETERY

CONSTRUCTION DOCUMENTS

FOR PHASE 2

Fil e P ath

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\20

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Gordon

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

Phone: 304-725-8456 www.gordon.us.com

PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

The LA Group

(518) 587-8100

RVi

(512) 480-0032

Leo A Daly

(402) 391-8111

Aqua Engineering

(970) 372-6104

SIGNAGE DETAILS 3

CI503

NTS

POST AND PANEL SIGN: SINGLE LINE TEXT (PP1) (NC-04.01-m2)1

NTS

POST AND PANEL SIGN: DOUBLE LINE TEXT (PP2) (NC-04.02-m2)2

105JEBJDB

9 16

TYP.

.0

0°

4"

23 4"

ARROW DIMENSIONS INLAY

PLAN

1' -0

2" 2"

4"

3'-0" FROM

BACK OF CURB

4'-3" 2" 2"

VA

RI

ES

, 3

'-6 " M

IN

3'-0" FROM

BACK OF CURB

(UNLESS OTHERWISE NOTED)

3'-0"

VA

RI

ES

1'

-6

1' -1

1/

2"

O R

2' -4

/2

2"

1'-6" 1'-6" 2"

2"

LIGHT DUTY CONC.

PAVEMENT

SIGN CABINET ASSEM.

SIGN POST

5" 5"

ELEVATION

ALUMINUM SIGN POST (M2), 2"X4"X1/8"

THICK; POWDER COATED FINISH, SEE

SPECIFICATIONS COLOR MATTHEWS NO.

MP07458 (CUSTOM COLOR); PROVIDE TOP

CAP SECURED WITH POWDER COATED

ALUM. TAMPERPROOF SCREWS

ALUMINUM SIGN CABINET ASSEMBLY W/ 1/8"

THICK PANELS (SIDES, TOP & BOTTOM);

POWDER COATED FINISH, COLOR TO MATCH

MATTHEWS NO. MP07458 (CUSTOM COLOR);

PROVIDE SHOP DRAWINGS

COPY & GRAPHICS TO BE REFLECTIVE

WHITE EQUAL TO ENGINEER GRADE 3M

SCOTCHLITE REFLECTIVE SHEETING;

TYPEFACE TO BE HELVETICA, SENTENCE

CASE, HEIGHT AS NOTED

POST FOOTING

Text As Shown

REFERENCE POINTNOTE: IF INFORMATION PROVIDED FOR SIGN

PLACEMENT CREATES CONFLICT, THEN THE

CRITICAL DIMENSION FOR SIGN PLACEMENT IN

THE FIELD IS FROM BACK OF CURB TO FACE OF

POST.

CL

CL

CL

PROVIDE (2) #3

DOWELS PER

FOOTING

1' -1

0"

CI501

CI501

DT504

LIGHT DUTY CONC.

PAVEMENT

DT504

REFERENCE POINT

Public Information Center

3'-0"

1' -6

13 4"

21 2"

31 2"

21 2"

8"

13 4"

SIGN DESIGNATION: NC-04.02B-m2 (modified)

SIGN KEY: PP3-B

21 2" 31 2"

1" MIN.

Restrooms

Committal Service Shelter 2

3'-0"

1' -6

23 4"

13 4"

21 2"

4" 23

4" 11 2"

31 2"

SIGN DESIGNATION: NC-04.02B-m2 (modified)

SIGN KEY: PP3-A.1

Columbarium A 21 2"

31 2"

1" MIN.

13 4"

21 2"

All Funerals

3'-0"

1' -1

01 2"

23 4"

13 4"

21 2"

4" 23

4" 11 2"

SIGN DESIGNATION: NC-04.02B-m2 (modified)

SIGN KEY: PP3-C

Public Information

21 2"

2"

1" MIN.

31 2"

Center

Restrooms

21 2"

13 4"

21 2"

31 2"

Administration

3'-0"

2' -41 2"

23 4"

13 4"

21 2"

4" 23

4" 11 2"

SIGN DESIGNATION: NC-04.02B-m2 (modified)

SIGN KEY: PP3-D

All Funerals

21 2"

2"

1" MIN.

31 2"

Center

21 2"

31 2"

21 2"

13 4"Public Information

Restrooms

21 2"

31 2"

23 4" Committal Service Shelter 2

3'-0"

1' -6

23 4"

13 4"

21 2"

4" 23

4" 11 2"

31 2"

SIGN DESIGNATION: NC-04.02B-m2 (modified)

SIGN KEY: PP3-A.2

Columbarium A 21 2"

31 2"

1" MIN.

13 4"

21 2"

23 4"

PLAN

1' -0

3" 3"

6"

3'-0" FROM

BACK OF CURB

5'-278"

4" 4"

3'-0" FROM

BACK OF CURB

(UNLESS

OTHERWISE

NOTED)

3'-715 16"

2"

3'-715 16"1

2"

2"

LIGHT DUTY

CONC.

PAVEMENT

SIGN CABINET ASSEM.

SIGN POST

5"

ELEVATION

ALUMINUM SIGN POST, 4"X6"X1/8" THICK;

POWDER COATED FINISH, SEE

SPECIFICATIONS; COLOR MATTHEWS NO.

MP07458 (CUSTOM COLOR); PROVIDE TOP

CAP SECURED WITH POWDER COATED

ALUM. TAMPERPROOF SCREWS

SIGN CABINET ASSEMBLY W/ 1/8" THICK

PANELS (SIDES, TOP & BOTTOM); POWDER

COATED FINISH, COLOR TO MATCH

MATTHEWS NO. MP07458 (CUSTOM COLOR);

PROVIDE SHOP DRAWINGS

20" H x 40" W x 5" D FULL COLOR LED

ELECTRONIC MESSAGE PANEL

3,000 PSI MIN.

CONCRETE

FOOTING, SQUARE

NOTE: IF INFORMATION

PROVIDED FOR SIGN

PLACEMENT CREATES

CONFLICT, THEN THE

CRITICAL DIMENSION FOR

SIGN PLACEMENT IN THE

FIELD IS FROM BACK OF

CURB TO FACE OF POST.

SEE SHADE STRUCTURE

DETAILS ON CI523 FOR

REFERENCE POINTS AND

ADDITIONAL INFORMATION

CL

CL

CL

PROVIDE (2) #3

DOWELS PER

FOOTING

5"

2'

CAT 6 CABLE / 120 VOLT POWER W/

WATERPROOF NEMA-BOX (LOCATE AT BACK

OF POST)

12"

DRAINAGE STONE

COMPACTED

SUBGRADE

DT504

1' -6

" V

IS

UA

L O

PE

NI

NG

40" VISUAL OPENING

REFERENCE

POINT A

REFERENCE POINT B

CL

REFERENCE POINT B

LAYOUT LINE

CL

2'-0" 2'-0"

2'-0"

REFERENCE POINT B

2'-0"

PLAN

1' -0

2" 2"

4"

3'-0" FROM

BACK OF CURB

4'-3" 2" 2"

3' -6

3'-0" FROM

BACK OF CURB

(UNLESS OTHERWISE NOTED)

3'-0"

1' -6

2"

1'-6" 1'-6" 2"

2"

LIGHT DUTY CONC.

PAVEMENT

SIGN CABINET ASSEM.

SIGN POST

5" 5"

ELEVATION

ALUMINUM SIGN POST (M2), 2"X4"X1/8"

THICK; POWDER COATED FINISH, SEE

SPECIFICATIONS COLOR MATTHEWS NO.

MP07458 (CUSTOM COLOR); PROVIDE TOP

CAP SECURED WITH POWDER COATED

ALUM. TAMPERPROOF SCREWS

ALUMINUM SIGN CABINET ASSEMBLY W/ 1/8"

THICK PANELS (SIDES, TOP & BOTTOM);

POWDER COATED FINISH, COLOR TO MATCH

MATTHEWS NO. MP07458 (CUSTOM COLOR);

PROVIDE SHOP DRAWINGS

PERMANENT COPY & GRAPHICS TO BE

REFLECTIVE WHITE EQUAL TO ENGINEER

GRADE 3M SCOTCHLITE REFLECTIVE

SHEETING; TYPEFACE TO BE HELVETICA,

SENTENCE CASE, HEIGHT AS NOTED

POST FOOTING

REFERENCE POINTNOTE: IF INFORMATION PROVIDED FOR SIGN

PLACEMENT CREATES CONFLICT, THEN THE

CRITICAL DIMENSION FOR SIGN PLACEMENT IN

THE FIELD IS FROM BACK OF CURB TO FACE OF

POST.

CL

CL

CL

PROVIDE (2) #3 DOWELS

PER FOOTING

Next Scheduled Floral Pick Up Date

JULY XX

METAL TRACK FOR

FLEXIBLE PLASTIC

LETTERING

4" HT. FLEXIBLE

PLASTIC LETTERING

CI501

CI501

DT504

REFERENCE POINT

Next Scheduled Floral Pick Up Date

3'-0"

1' -6

13 4"

21 2"

23 8"

41 4"

3"

13 4"

SIGN DESIGNATION: NC-04.03-m2 (modified)

SIGN KEY: SPEC-B

21 2" 27 8"

JULY XX

3"

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

CHEROKEE COUNTY, GEORGIA

922CM3006

FEBRUARY 28, 2022 Dwg. of 178

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

GEORGIA NATIONAL CEMETERY

CONSTRUCTION DOCUMENTS

FOR PHASE 2

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Gordon

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

Phone: 304-725-8456 www.gordon.us.com

PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

The LA Group

(518) 587-8100

RVi

(512) 480-0032

Leo A Daly

(402) 391-8111

Aqua Engineering

(970) 372-6104

SIGNAGE DETAILS 4

CI504

NTS

POST AND PANEL SIGN: MULTI LINE TEXT (PP3) (NC-04.03-m2)1

NTS

CUSTOM: DIGITIZED SIGN - LED DISPLAY (CUST-A)2 NTS

CUSTOM: TRACK LETTERING SIGN (CUST-B)3

JEBJDB

4' -0

" M

IN

3' -0

6'

-0

8'-0"

LOGO LETTERS TO BE WHITETOP BACKGROUND TO

NEW VA BLUE (MP9009)

BACKGROUND TO BE PAINTED WHITE

MATTHEWS NO. MP32071

HELVETICA STYLE 4-1/2"

HIGH LETTERING; BLACK

FACE PANEL TO BE

EXTERIOR GRADE MDO

SHEET OR ALUMINUM

SKIN LAMINATED TO A

WOOD CORE WITH EDGES

PHYSICALLY SEALED;

ATTACHED TO POST WITH

WOOD SCREWS AND LAG

BOLTS

4"x6" WOOD

POST

LETTERING TO BE

HELVETICA STYLE 1 1/2"

HIGH TO BE CENTERED

HORIZONTAL

NOTE:

1. ANY SEAM IN METAL TO BE

FLAT SEAM - SEAMS TO BE

HORIZONTAL AND OCCUR

BETWEEN LINES OF

LETTERING.

2. CONTRACTOR TO SUBMIT

SHOP DRAWINGS FOR

APPROVAL PRIOR TO

FABRICATION

3. MATERIAL TO BE SUPPLIED,

ASSEMBLED AND

INSTALLED BY

CONTRACTOR

ALL LETTERING TO BE

PAINTED BLACK WITH

EXCEPTION OF LOGO

WHICH IS AS NOTED.

ELEVATION SECTION ON CENTERLINE

4"X6" WOOD POSTS

PAINTED WHITE

U.S. Department of Veterans Affairs

3" 41 2"

41 2" 2'

-0

5 1/2"

2"X4" WOOD FRAMING

LETTERING TO BE

HELVETICA STYLE 1

HIGH TO BE CENTERED

HORIZONTAL

LETTERING TO BE

HELVETICA STYLE 1 HIGH

TO BE CENTERED

HORIZONTAL

4" 3"

3" 31 2"

71 2" 4"

BLUE

U.S. Department of Veterans Affairs

ZERO IN

ON SAFETY

4" 9"

11 2" 11 2"

3 4" 11 2"

WHITE

RED

WOOD

STRIPS

3' -0

4'-0"

3' -0

" M

IN

FINISH

GRADE

CL

NOTE:

1. ANY SEAM IN METAL TO BE

FLAT SEAM - SEAMS TO BE

HORIZONTAL AND OCCUR

BETWEEN LINES OF

LETTERING.

2. CONTRACTOR TO SUBMIT

SHOP DRAWINGS FOR

APPROVAL PRIOR TO

FABRICATION

3. MATERIAL TO BE SUPPLIED,

ASSEMBLED AND

INSTALLED BY

CONTRACTOR

4"X4" WOOD

POST PAINTED

WHITE

PROVIDE JOINT

BRACING, TYP.

2X4 BRACING, 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

CHEROKEE COUNTY, GEORGIA

922CM3006

FEBRUARY 28, 2022 Dwg. of 178

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

GEORGIA NATIONAL CEMETERY

CONSTRUCTION DOCUMENTS

FOR PHASE 2

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Gordon

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

Phone: 304-725-8456 www.gordon.us.com

PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

The LA Group

(518) 587-8100

RVi

(512) 480-0032

Leo A Daly

(402) 391-8111

Aqua Engineering

(970) 372-6104

SIGNAGE DETAILS 5

CI505

NTS

SP-A: CONSTRUCTION INFORMATION SIGN (SP-24.01)1 NTS

SP-B: SAFETY SIGN (SP-24.04)2

107JEBJDB

AutoCAD SHX Text

SUPERVISED BY: DEPARTMENT OF VETERANS AFFAIRS WASHINGTON D.C.

AutoCAD SHX Text

GENERAL CONTRACTOR

AutoCAD SHX Text Georgia National Cemetery Phase 2 Gravesite Expansion

AutoCAD SHX Text xxxxxx DESIGNED BY: WILLIAM H GORDON ASSOCIATES, INC., THE LA GROUP, P.C., LEO A. DALY AQUA ENGINEERING RVI

AutoCAD SHX Text

THIS PROJECT HAS WORKED

AutoCAD SHX Text

AutoCAD SHX Text

DAYS

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

WITHOUT A LOST TIME ACCIDENT

AutoCAD SHX Text

THE LIFE YOU SAVE MAY BE YOUR OWN

GENERAL CONTRACTOR

CONTINUOUS 2-1/2"

STEEL BAND AROUND

RECEPTACLES, W/

"TRASH" OR "FLOWER

VASES" DECALS

APPLIED (CLEAR

DECAL W/ WHITE

LETTERING, REPEAT

TEXT 4 TIMES AROUND

RECEPT.); TYPEFACE

FOR DECALS TO BE

HELVETICA, UPPER &

LOWER CASE; 2-1/4"

HT. LETTERS

2' -4

/8

1' -93 4"

BOTTOM VIEW

LID PLAN VIEW

FLOWER VASE RECEPTACLE

PERSPECTIVE

SEE SPECIFICATIONS FOR TRASH AND

FLOWER VASE RECEPTACLES

SPECIAL HINGED LID W/

FLORAL REGULATIONS

DECAL ATTACHED - SEE

LID PLAN VIEW

FLORAL REG.

DECAL

HANDLE

HANDLE

3/4" SQUARE HOLE

FOR ANCHOR BOLT

SEE

SPECIFICATIONS

1' -7

CI520

PROVIDE CUSTOM FIT LINER

BASE SUPPORTS ARE MADE

3/4" ANCHOR BOLT HOLE

3/8 DIA. x 6" S.S. THREADED SHAFT; SECURE BANDS ARE ROLLED

OF 3/8" X 3" SOLID STEEL BARS

FROM 1/4" X 2" SOLID STEEL BARS

FULLY WELDED JOINTS THROUGHOUT

S.S. ANCHOR BOLT;

FINISHED GRADE

CONCRETE SLAB

MOUNTING/BASE DETAIL

WITH S.S. FLAT WASHER AND S.S. ELASTIC

ALL FINISHED RECEPTACLE/LID COMPONENTS SHALL BE STEEL SHOT

BLASTED, ETCHED, PHOSPHATIZED, PREHEATED AND ELECTROSTATICALLY

POWDERCOATED WITH TGIC POLYESTER POWDER COATING

TRASH RECEPTACLE

PERSPECTIVE

DOMED TOP LID

W/ SELF-CLOSING

DOOR

STOP NUT.

TrashFlower Vases

2' -0

2' -7

M

IN

B'

1'-6"

1' -0

2'-6" DIA.

SUMP PIT

B

2' -4

1' -4

"DO NOT DRINK"

SIGN; (3) SIDES

CI521

ARCHITECTURAL PRE-CAST CONC. POST (7-1/2"

SQ.) W/ 1" CHAMFER AT ALL EXPOSED CORNERS

AND 3/8" RECESSED AREA ALL SIDES; FINISH

AND COLOR AS SPECIFIED

2' 5"

CL

SUMP PIT WRAPPED WITH NON-WOVEN

GEOTEXTILE FABRIC ON SIDES AND

BOTTOM; AASHTO #57 WASHED STONE

COMPACTED TO 95% PROCTOR DENSITY

4,000 PSI CONC. FOOTING, 18" Ø, SLOPE

TOP OF FOOTING TO DRAIN, TYP.

DECORATIVE STONE: 3/8" DIA. WASHED,

ROUNDED STONE - 4" DEPTH

4" HDPE PIPE W/ OPEN END COVERED

WITH FILTER FABRIC CRIMPED AROUND

END OF PIPE (SEE CIVIL DRAWINGS FOR

CONNECTION TO DRAINAGE SYSTEM OR

DAYLIGHT)

FRONT ELEVATION A

5" 5"

4"

TYP.

ANCHOR RECEPTACLES W/ STAINLESS

STEEL EXPANSION SHIELDS & BOLTS PER

MANUFACTURER'S SPECIFICATIONS

FINISH

GRADE

WATER SPIGOT, SEE

SPECIFICATIONS

TRASH

RECEPTACLE

FLOWER VASE

CONTAINER

STORAGE

RECEPTACLE

CI520 2

CI520

CI522

CI522

CL

METAL BENCH

(SEE SPECIFICATIONS)

8'-0"

SEE

ENLARGEMENT

BENCH FOOT

CONCRETE

3/8" X 3-3/4" LONG S.S.

EXPANSION BOLT WITH

S.S. ACORN TOP NUT AND

S.S. WASHER

METAL BENCH, ANCHOR TO

CONCRETE AT ALL CONNECTION

POINTS PROVIDED BY THE

MANUFACTURER. BASIS OF

DESIGN VICTOR STANLEY MODEL

RB-28.

FINISHED GRADE - SEE

PLAN FOR ELEVATION

SIDE VIEW

FRONT VIEW

ENLARGED VIEW

REINF. CONC. PVMT.

4"

TYP.

TOPSOIL/LAWN 1"

2'-6" DIA.

SUMP PIT

1' -0

2' -4

1' -4

2'

5"

CL

CL

(2) 1 1/2" SCH40 PVC PIPE ELBOW CAST INTO

ARCHITECTURAL PRE-CAST CONC. POST

DECORATIVE STONE; 3/8" DIA. WASHED, ROUNDED

STONE - 4" DEPTH

4,000 PSI CONC. FOOTING, 18" Ø, TYP.

4" HDPE PIPE W/ OPEN END COVERED WITH

FILTER FABRIC CRIMPED AROUND END OF PIPE

(SEE CIVIL DRAWINGS FOR CONNCECTION TO

DRAINAGE SYSTEM OR DAYLIGHT)

3/8" PEX TUBING, TYP.; 1% SLOPE TO CURB STOP

VALVE WITH DRAIN

ARCHITECTURAL PRE-CAST CONC. POST

(7-1/2" SQ.) W/ 1" CHAMFER AT ALL EXPOSED

CORNERS AND 3/8" RECESSED AREA ALL

SIDES; FINISH AND COLOR AS SPECIFIED

1 1/2" SCH40 PVC PIPE ELBOW CAST INTO

ARCHITECTURAL PRE-CAST CONC. POST

3' -0

M

IN

6" TY

P.

(1) 1 1/2" SCH40 PVC PIPE CAST INTO

ARCHITECTURAL PRE-CAST CONC. POST

COMPACTED SUBGRADE

ADA COMPLIANT WATER SPIGOT (SEE SPECS)

SECTION B - B'

PVC SLEEVE

AND PEX

TUBING

SUMP PIT WRAPPED WITH NON-WOVEN

GEOTEXTILE FABRIC ON SIDES AND

BOTTOM; AASHTO #57 WASHED STONE

COMPACTED TO 95% PROCTOR DENSITY

Floral Regulations

1. We welcome and encourage the placement of fresh-cut flowers throughout the year and provide flower containers for gravesite display.

2. Visitors are free to use the containers located in receptacles placed throughout the cemetery. Once the blooms are dead or damaged by weather, the flowers are removed by the cemetery staff. Flowers may also be removed for routine mowing or maintenance.

3. Artificial flowers are only allowed between November 10th and March 1st.

4. Easter and Memorial Day Potted Plants may be placed on the gravesites ten days before and after the holiday. During the holiday season, December 15th through January 10th, wreaths may be placed on gravesites.

5. To maintain dignity of the ceremony and those who are buried at the cemetery, commemorative items, balloons, pinwheels, glass items, votive lights, statues, gravesite blankets, shepard's hooks and permanent plants, among other items are not permitted by the cemetery and will be removed. No item or object may be attached to a headstone, marker or columbarium cover in a national cemetery.

6. Permanent items removed from graves will be placed in an inconspicuous holding area for one month prior to disposal. Decorative items removed from graves remain the property of the donor but are under custodianship of the cemetery. If not retrieved by the donor, they are governed by rules of disposal of Federal Property.

4"

11"

8"

1'-0"

CLEAR DECALS W/

WHITE LETTERING

(SUBMIT COLOR

SAMPLES); MATTE

FINISH; LETTERING

TO BE HELVETICA,

SENTENCE CASE,

TITLE TO BE 1" HT.,

ALL OTHER TEXT TO

BE 3/16" HT.

NOTE: SUBMIT SHOP

DRAWINGS FOR TEXT

APPROVAL BY THE

CONTRACTING

OFFICER

REPRESENTATIVE &

CEMETERY DIRECTOR

PRIOR TO

FABRICATION. MATCH

EXISTING

FLOWER VASE

RECEPTACLE LID

CONTROL

JOINT, TYP.

VALVE BOX WITH PRESSURE

REDUCER, SEE IRRIGATION

DETAILS; VALVE BOX

LOCATED TOWARDS

ADJACENT BURIAL AREA, TYP.

FLOWER VASE

CONTAINER

STORAGE RECEPTACLE

4" THICK REINFORCED 3,000

P.S.I. CONC. PAD W/ 1/4"

RADIUS @ EDGE, TYP; MED.

BROOM FINISH; RUB OUT

ALL SURFACE TOOL MARKS

8'-0"

UNLESS SHOWN OTHERWISE

1'-6"

TYP.

2'-6"

TYP.

8' -0

1' -6

TY

P.

TRASH

RECEPTACLE

#5 BARS, TYP.

LID WITH FLORAL

REGULATIONS

R1'

ARCHITECTURAL PRECAST

CONC. POST W/ EXTERIOR

WATER SPIGOT ASSEMBLY;

SPIGOT LOCATED TO FACE

ADJACENT ROADWAY, TYP.

LOCATION OF FLOWER

WATERING STATION POINT

FLUSH CONCRETE

VALLEY GUTTER CURB

CONCRETE

TRANSITION CURB

CONCRETE

TRANSITION CURB

3'-0" (TYP.)

MOUNTABLE

CONCRETE GUTTER

CURB, TYP.

RECEPTACLE COLOR

SHALL MATCH VICTOR

STANLEY COLOR OF

EXISTING RECEPTACLES

(BLACK), TYP.

C.L. GRAVEL

SPLASH PAD

A

PLAN

DECORATIVE STONE

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

CHEROKEE COUNTY, GEORGIA

922CM3006

FEBRUARY 28, 2022 Dwg. of 178

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

GEORGIA NATIONAL CEMETERY

CONSTRUCTION DOCUMENTS

FOR PHASE 2

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Gordon

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

Phone: 304-725-8456 www.gordon.us.com

PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

The LA Group

(518) 587-8100

RVi

(512) 480-0032

Leo A Daly

(402) 391-8111

Aqua Engineering

(970) 372-6104

SITE FURNISHING DETAILS 1

CI520

NTS

FLOWER WATERING STATION - TYPE 11 NTS

FLORAL REGUALATIONS DETAIL4

NTS

METAL BENCH3NTS

RECEPTACLE DETAILS2

108JEBJDB

AutoCAD SHX Text

REGULATIONS

AutoCAD SHX Text

FLORAL

AutoCAD SHX Text

DO

AutoCAD SHX Text

NOT

DRINK

GALVANIZED AND POWDER COATED STEEL LOCKING LATCH & PADLOCKED

STAINLESS STEEL GATE CHAIN (LOOSE DRAPE)

4" O.D. STEEL SCHEDULE 40 PIPE

RAIL W/ END CAPS

2.875" O.D. STEEL SCHEDULE 40 SUPPORT PIPE

RAILS, FULL SEAM WELDS

6.625" O.D. SCHEDULE 80

STEEL GATE

POST WITH TOP CAP

4' -0

4'

-0

M

IN

18"DIA.

TYP.

3' -6

3,000 PSI

CONC. MIN.

HEAVY DUTY GALVANIZED HINGES PER

MANUFACTURER'S RECOMMENDATIONS, TYP.

10'-10" (V.I.F)

NOTES:

1. MANUFACTURER TO SUBMIT SHOP DRAWINGS FOR APPROVAL

2. INSTALL OPEN HOLD POSTS FOR EACH GATE LEAF. POSTS SHALL BE CONC. FILLED STEEL

BOLLARDS, LOCATED 15' BEYOND GATE POSTS, 4' OFF OF THE EDGE OF PAVEMENT. MEASURE

FROM CENTER OF POST AND BOLLARD.

3. ALL GATE MEMBERS ARE TO BE GALVANIZED AND POWDER COATED CUSTOM COLOR

MATTHEWS CAST BRONZE MP07458.

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

MUTCD COMPLIANT OBJECT MARKERS AND STRIPES.

5. PADLOCK KEY TO MATCH EXISTING AT CEMETERY. COORDINATE WITH CEMETERY.

6. GATE SHALL SWING AWAY FROM ROAD, AND IN TOWARD BURIAL SECTIONS.

7. CONTRACTOR SHALL VERIFY FIELD CONDITIONS PRIOR TO BIDDING.

MUTCD TYPE 2

(REFLECTIVE

YELLOW) OBJECT

MARKER ON EACH

POST AND BOTH

SIDES OF GATE

MUTCD TYPE 4 OBJECT MARKER SIGN

(REFLECTIVE RED) WITH REFLECTIVE

SHEETING AND UV RESISTANCE, BOTH SIDES

4'-0" 4'-0"

LOOP FOR ANCHORING GATE IN

OPEN POSTITION, CENTER OF

RAIL, 12" FROM END RAIL, EACH LEAF

6" DEPTH

DRAINAGE

STONE, TYP.

EQ. EQ.

12" DEPTH

CRUSHED

STONE, TYP.

5/16"Ø HOLES TO

RECEIVE 1/4"Ø X 1-1/2" SS

TAMPER-PROOF

SCREWS WITH

EXPANSION

SHIELDSSCREWS,

COLOR OF SCREWS TO

MATCH PANEL, TYP.

4"

1' -33 4"

1 2"

R1 78 "

1/8" THICK ALUMINUM

SIGN PANEL; (COLOR

MP07458 - CAST

BRONZE)

WHITE

RED

REFLECTIVE

WHITE EQUAL TO

ENGINEER GRADE

3M

EPOXY APPLICATION

(BACK OF POST

ONLY)

11 4" 3"

3 4" 3 4"

BACKGROUND

COLOR MP07458 -

CAST BRONZE

1' -0

CONC. FOOTING

SEE DETAIL 5 THIS

SHEET

GALV. AND POWDER

COATED CONC. FILLED

STEEL BOLLARD

GALV. AND POWDER

COATED STEEL LATCH

LOOP, ON GATE RAIL AND

BOLLARD

GATE RAIL

MUTCD TYPE 2 (REFLECTIVE

YELLOW) OBJECT MARKER ON

EACH POST AND BOTH SIDES

OF BOLLARD

B

A

LOOP LATCH ON BOLLARD

GALV. AND POWDERCOATED STEEL

LOOP LATCH ON GATE RAIL AND

BOLLARD

GATE RAIL

CONC. FILLED GALV. AND

POWDERCOATED STEEL

BOLLARD

M

IN

. 1 16

BENT S.S. BAR,

90° ANGLE 3/4"Ø, 4" L.,

CHAINED TO BOLLARD LOOP

S.S. CHAIN

MUTCD TYPE 2 (REFLECTIVE

YELLOW) OBJECT MARKER ON

EACH POST AND BOTH SIDES OF

BOLLARD

CONTROL

JOINT, TYP.

VALVE BOX WITH PRESSURE

REDUCER, SEE IRRIGATION

DETAILS; VALVE BOX

LOCATED TOWARDS

ADJACENT BURIAL AREA, TYP.

FLOWER VASE

CONTAINER

STORAGE RECEPTACLE 4" THICK REINFORCED 3,000

P.S.I. CONC. PAD W/ 1/4"

RADIUS @ EDGE, TYP; MED.

BROOM FINISH; RUB OUT

ALL SURFACE TOOL MARKS

8'-0"

UNLESS SHOWN OTHERWISE

1'-6"

TYP.

2'-6"

TYP.

4' -0

1' -6

TY

P.

TRASH

RECEPTACLE

#5 BARS, TYP.

LID WITH FLORAL

REGULATIONS

R1'

ARCHITECTURAL PRECAST

CONC. POST W/ EXTERIOR

WATER SPIGOT ASSEMBLY;

SPIGOT LOCATED TO FACE

ADJACENT ROADWAY, TYP.

LOCATION OF FLOWER

WATERING STATION POINT

RECEPTACLE COLOR

SHALL MATCH VICTOR

STANLEY COLOR OF

EXISTING RECEPTACLES

(BLACK), TYP.

C.L. GRAVEL

SPLASH PAD

EXPANSION

JOINT, TYP.

DECORATIVE STONE

NOTE: ELEVATION AND SECTION VIEWS

MATCH THAT OF DETAIL 1/CI520

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

CHEROKEE COUNTY, GEORGIA

922CM3006

FEBRUARY 28, 2022 Dwg. of 178

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

GEORGIA NATIONAL CEMETERY

CONSTRUCTION DOCUMENTS

FOR PHASE 2

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Gordon

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

Phone: 304-725-8456 www.gordon.us.com

PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

The LA Group

(518) 587-8100

RVi

(512) 480-0032

Leo A Daly

(402) 391-8111

Aqua Engineering

(970) 372-6104

SITE FURNISHINGS DETAILS 2

CI521

NTS

VEHICLE ACCESS GATE3

NTS

DO NOT DRINK SIGNAGE4

109JEBJDB

PIPE RAIL OPEN HOLD - ELEVATIONS

PIPE RAIL OPEN HOLD - PLAN

ELEVATION BELEVATION A

NTS

FLOWER WATERING STATION: ALTERNATE LAYOUT1

AutoCAD SHX Text

DO

AutoCAD SHX Text

NOT

DRINK

WATER SPIGOT ASSEMBLY

ENLARGED PLAN

71 2"

SELF CLOSING WATER SPIGOT W/ ADA

COMPLIANT HANDLE; SMOOTH BRASS

FINISH; SEE SPECIFICATIONS

1/4"Ø X 1-3/4" SS TAMPER

PROOF PAN HEAD SCREW, TYP.

3/8" PEX TO 1/2" FNPT

PUSH-TO-CONNECT FEMALE

ADAPTER (LEAD-FREE); INSTALL

WITH TEFLON TAPE ON SPIGOT

ARCHITECTURAL

PRE-CAST POST

1-1/2" SCH40 PVC PIPE CAST

INTO ARCHITECTURAL

PRE-CAST POST; CAST

FLUSH WITH FACE OF POST

C

1-1/2" SCH40 PVC DWV 90

DEGREE ELBOW CAST INTO

ARCHITECTURAL PRE-CAST

CONC. POST

2-1/2" X 4" X 3/16" THICK

BRASS FACE PLATE WITH

SMOOTH EASED EDGES;

FINISH TO MATCH WATER

SPIGOT

L

2"

3/8" PEX TUBING

NOTE:

1. PRIME AND CEMENT ALL PVC CONNECTIONS

PRIOR TO CASTING IN ARCHITECTURAL

PRE-CAST POST

2. ENSURE FAUCET AND PIPING ARE SECURE

WITH NO VERTICAL OR HORIZONTAL

MOVEMENT OF THE SPIGOT WITHIN THE POST

1" M

IN

2"

WATER SPIGOT ASSEMBLY

ENLARGED SECTION

1/4"Ø X 1-3/4" SS TAMPER PROOF PAN HEAD

SCREW & S.S. PRECAST CONCRETE INSERT

ARCHITECTURAL

PRE-CAST POST

1-1/2" SCH40 PVC PIPE CAST INTO

ARCHITECTURAL PRE-CAST POST;

CAST FLUSH WITH FACE OF POST

2-1/2" X 4" X 3/16" THICK BRASS FACE

PLATE; FINISH TO MATCH WATER

SPIGOT

4" 33

4"

2"

TYP.

2"

TYP.

3 8"

TY

P.

1" TY

P.

1"

TYP.

4" 21

4"

1/4"Ø X 1-1/2" SS TAMPER PROOF PAN

HEAD SCREW & S.S. PRECAST CONCRETE

INSERT, COLOR OF SCREW HEADS TO

MATCH PANEL, TYP.

CL

4"

1" TY

P.

1"

TYP.

5"

CL

OF ELBOW SELF CLOSING WATER SPIGOT W/ ADA

COMPLIANT HANDLE AND 1/2" NPT

INLET; SMOOTH BRASS FINISH; SEE

SPECIFICATIONS

7/8" I.D. EXTERNAL TOOTHED LOCK

WASHER; BRASS OR STAINLESS STEEL

7/8" I.D. BRASS WASHERS AS NEEDED TO

TIGHTLY SECURE BRASS FACEPLATE TO

THE SPIGOT TO PREVENT IT FROM

TURNING INDEPENDENTLY

3/8" PEX TO 1/2" FNPT PUSH-TO-CONNECT

FEMALE ADAPTER (LEAD-FREE); INSTALL

WITH TEFLON TAPE ON SPIGOT

1-1/2" SCH40 PVC DWV 90 DEGREE

ELBOW CAST INTO ARCHITECTURAL

PRE-CAST CONC. POST

3/8" PEX TUBING

1-1/2" SCH40 PVC PIPE CAST INTO

ARCHITECTURAL PRE-CAST POST;

CAST FLUSH WITH FACE OF POST

3/8" RECESS CAST INTO POST

7/8" I.D. EXTERNAL TOOTHED LOCK

WASHER; BRASS OR STAINLESS STEEL

7/8" I.D. BRASS WASHERS AS

NEEDED TO TIGHTLY SECURE

BRASS FACEPLATE TO THE

SPIGOT TO PREVENT IT FROM

TURNING INDEPENDENTLY

1 1/2" SCH40 PVC PIPE RUN

INTO VALVE BOX

CI522

CI522

NOTE:

SPIGOT, WHEN FULLY OPENED SHALL DELIVER A

FLOW OF BETWEEN 0.5 GPM AND 1.5 GPM. THIS

PERFORMANCE CRITERIA SHALL SUPERSEDE

ALL OTHER REQUIREMENTS AND CONTRACTOR

SHALL PROVIDE AND/OR MODIFY THE

EQUIPMENT INDICATED OR DESCRIBED AS

REQUIRED TO ACHIEVE THIS PERFORMANCE

DURING THE FINAL ACCEPTANCE TESTING, AT

NO ADDITIONAL COST TO THE OWNER.

COMPLETE DETAILS OF THE CONTRACTOR'S

MEANS AND METHODS FOR ACHIEVING THIS

RESULT SHALL BE PROVIDED AS PART OF THE

REQUIRED SUBMITTAL MATERIALS FOR THIS

WORK.

CI522

4"

8" 1

8" 8" 5

8" 1"1"

2"

3/ 8"

R

EC

ES

S, T

YP

AL

L

SI

DE

S

71 2"

(4) #3 EQUALLY

SPACED REBAR; 3/4"

MIN. CLEARANCE

FROM ALL EDGES

AND INTERAL

CASTINGS

ARCHITECTURAL

PRE-CAST POST;

LIGHT SANDBLAST

FINISH

NOTE:

1. SEE FLOWER WATERING STATION DETAILS

FOR OVERALL POST HEIGHT, 3/8" RECESS

HEIGHT AND LOCATION ON OVERALL POST

2. SEE FLOWER WATERING STATION DETAILS

FOR CAST-IN-PLACE PVC CONDUIT SIZES

AND LOCATION TO ACCEPT WATER SPIGOT

PLUMBING CONNECTIONS

3. PRIME AND CEMENT ALL PVC

CONNECTIONS PRIOR TO CASTING IN POST

2"

16"

3/8" RECESS

(BELOW);

ALL SIDES; SEE

ELEVATIONS

ARCHITECTURAL

PRE-CAST POST; LIGHT

SANDBLAST FINISH

2"

1"

2" 6' LONG, MIN.

ARCHITECTURAL

PRE-CAST POST WITH

1" CHAMFER ON ALL

SIDES & TOP; LIGHT

SANDBLAST FINISH;

SEE ELEVATION

SECTION

PLAN VIEW

TOP ELEVATION

PVC CONDUIT

CAST-IN-PLACE TO

ACCEPT PLUMBING

CONNECTIONS

CL

OF PIPE

4" 33

4"

3"

4"

CL CL CL

CL

R 7 16

R 316 "R

BRASS PLATE; 1/8"

BEVEL ALL SIDES, TYP.

11 2" SCREW

OPENING SPIGOT

OPENING

SCREW

OPENING

4"

3"

NOTES:

1. REMOVE SHARP EDGES.

2. PLASTIC / WHITE NEOPRENE

WASHERS…