922CM3006_GANC_Bid Documents_Plans_80-92.pdf

8'-0" O.C. (TYP. GRAVE/PLOT) MEASURED

HORIZONTALLY AT TOP OF CRYPT

3% MAX. PITCH BETWEEN STEPS; (REFER TO

PLANS FOR ACTUAL SUBGRADE SLOPES)

GR

AV

ES

IT

E

GR

ID

LIN

E (A

S

SH

OW

N

ON

P

LA

NS

NOTES:

1. MAINTAINING DEPTH OF COVER OVER ALL CRYPT LIDS IS CRITICAL; CONTRACTOR SHALL PROVIDE THE MEANS AND

METHODS (AS APPROVED BY THE R.E./C.O.R.) TO VERIFY DEPTH OF COVER; DEFICIENCIES IN DEPTH (OR EXCESSES) SHALL BE REMEDIED (TO THE SATISFACTION OF THE R.E./C.O.R.) PRIOR TO ACCEPTANCE OF CRYPT INSTALLATION.

2. CONTRACTOR TO COORDINATE CLEANOUT AND UNDERDRAIN LOCATIONS WITH GRADING AND DRAINAGE PLANS.

SIDE VIEW

CRYPT SHALL BE CENTERED (IN BOTH DIRECTIONS)

BETWEEN GRIDLINES (MEASURED AT TOP OF CRYPT)

FINISH GRADE

MI

N.

6" 5'

7'- 3"

6" TOPSOIL

PRE-CAST CONCRETE LAWN CRYPT; OUTSIDE NOMINAL DIMENSIONS:

7'-6"L X 2'-10"W

AREA BETWEEN CRYPTS SHALL BE FILLED AND COMPACTED WITH

APPROVED 3/8" STONE (3/8" MAX. WITH 0% PASSING #10); (NO SAND

ALLOWED)

STONE DRAINAGE LAYER

COMPACTED, APPROVED GENERAL FILL (CONTRACTOR TO ASSUME THIS

MATERIAL WILL BE IMPORTED)

4" SAND DEPTH

COMPACTED SUBGRADE

GEOTEXTILE BETWEEN SUBGRADE AND DRAINAGE STONE

3'

END VIEW

FINISH GRADE

6" TOPSOIL

PRE-CAST CONCRETE LAWN CRYPT; (SEE DETAIL)

AREA BETWEEN CRYPTS SHALL BE FILLED AND COMPACTED WITH APPROVED

3/8" STONE (3/8" MAX. WITH 0% PASSING #10); (NO SAND ALLOWED)

COMPACTED DRAINAGE & LEVELING STONE

COMPACTED, APPROVED GENERAL FILL (CONTRACTOR TO ASSUME THIS

MATERIAL WILL BE IMPORTED)

4" SAND DEPTH

COMPACTED SUBGRADE

GEOTEXTILE BETWEEN SUBGRADE AND DRAINAGE STONE

LID LIFTING LUG IN RECESS W/ CAP; (SEE DETAIL)

GR

AV

ES

IT

E

GR

ID

LIN

E (A

S

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OW

N

ON

P

LA

NS

NUMBER OF CRYPTS BETWEEN STEPS VARIES,

REFER TO PLANS FOR ACTUAL STEP LOCATIONS.

TOP OF CRYPT LID

ELEVATION (TL)

FINISHED GRADE ELEVATION

(FG)

STANDARD. LAWN

CRYPT

PERIMETER LAWN

CRYPT

PERFORATED HDPE UNDERDRAIN (HOLES DOWN) SURROUNDED BY

DRAINAGE STONE & GEOTEXTILE (NO GEOTEXTILE ON UNDERDRAIN PIPE);

REFER TO GRADING & DRAINAGE PLANS FOR SIZE & SPACING (TYP.)

2" M

AX

. S

TE

P

BE

TW

EE

N

CR

YP

TS

1'- 8"

M

IN

2" MIN. SEPARATION FROM CRYPT;

1" MIN. FROM GRID MONUMENT

1'-

" M

AX

1'-

8" M

IN

1'-

" M

IN

SA

ND

D

EP

TH

1'-

" M

AX

EQ.

3' (TYP. GRAVE / PLOT)

MEASURED HORIZONTALLY

AT TOP OF CRYPT

MI

N.

2" M

AX

. S

TE

P

BE

TW

EE

N

CR

YP

TS

EQ.

GRAVESITE GRID MONUMENT

NEW IRRIGATION LINE 12" MIN.

BELOW TOP OF CRYPT LID

IRRIGATION AISLE: BACKFILL WITH

COMPACTED APPROVED GENERAL FILL

PERIMETER CRYPT WITH BUMPOUT

301300 302

1 2" F

RO

M

TO

P (C

RY

PT

IN

SI

DE

-W

AL

L

PA

IN

TE

D

NU

MB

ER

IN

G)

EQ.

10'-0" O.C. (TYP. GRAVE/PLOT) MEASURED

HORIZONTALLY AT TOP OF CRYPT

GR

AV

ES

IT

E

GR

ID

LIN

E (A

S

SH

OW

N

ON

P

LA

NS

NOTES:

1. MAINTAINING DEPTH OF COVER OVER ALL CRYPT LIDS IS CRITICAL; CONTRACTOR SHALL PROVIDE THE MEANS AND

METHODS (AS APPROVED BY THE R.E./C.O.R.) TO VERIFY DEPTH OF COVER; DEFICIENCIES IN DEPTH (OR EXCESSES) SHALL BE REMEDIED (TO THE SATISFACTION OF THE R.E./C.O.R.) PRIOR TO ACCEPTANCE OF CRYPT INSTALLATION.

2. CONTRACTOR TO COORDINATE CLEANOUT AND UNDERDRAIN LOCATIONS WITH GRADING AND DRAINAGE PLANS.

SIDE VIEW

6" 5'

7'- 3"

6" TOPSOIL

PRE-CAST CONCRETE LAWN CRYPT; OUTSIDE NOMINAL DIMENSIONS:

7'-6"L X 2'-10"W

AREA BETWEEN CRYPTS SHALL BE FILLED AND COMPACTED WITH

APPROVED 3/8" STONE (3/8" MAX. WITH 0% PASSING #10); (NO SAND

ALLOWED)

STONE DRAINAGE LAYER

COMPACTED, APPROVED GENERAL FILL (CONTRACTOR TO ASSUME THIS

MATERIAL WILL BE IMPORTED)

4" SAND DEPTH

COMPACTED SUBGRADE

GEOTEXTILE BETWEEN SUBGRADE AND DRAINAGE STONE

TOP OF CRYPT LID

ELEVATION (TL)

FINISHED GRADE ELEVATION

(FG)

PERFORATED HDPE UNDERDRAIN (HOLES DOWN) SURROUNDED BY

DRAINAGE STONE & GEOTEXTILE (NO GEOTEXTILE ON UNDERDRAIN PIPE);

REFER TO GRADING & DRAINAGE PLANS FOR SIZE & SPACING (TYP.)

2" M

AX

. S

TE

P

BE

TW

EE

N

CR

YP

TS

EQ.

EQ.

1'- 8"

M

IN

1'-

" M

AX

2"

M

AX

. S

TE

P

BE

TW

EE

N

CR

YP

TS

FINISH GRADE

MI

N.

MI

N.

3% MAX. PITCH BETWEEN STEPS; (REFER TO

PLANS FOR ACTUAL SUBGRADE SLOPES)

CRYPT SHALL BE CENTERED (IN BOTH DIRECTIONS)

BETWEEN GRIDLINES (MEASURED AT TOP OF CRYPT)

NUMBER OF CRYPTS BETWEEN STEPS VARIES,

REFER TO PLANS FOR ACTUAL STEP LOCATIONS.

EQ.

PLAN VIEW

NOTES:

1. LAYOUT OF DOUBLE-DEPTH CRYPTS SHALL BE BASED UPON THE LOCATIONAL DATA PROVIDED FOR THE GRAVESITE MONUMENTS. REFER TO PLAN VIEW ABOVE FOR

ADDITIONAL CRYPT LAYOUT INFORMATION.

2. THE ACTUAL PLACEMENT OF THE GRAVESITE MONUMENTS SHALL OCCUR AFTER THE PLACEMENT OF ALL CRYPTS. 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. MONUMENT PLACEMENT MUST BE BASED UPON THE ACTUAL INSTALLED CRYPT LOCATIONS. ANY DEVIATIONS (FROM THE PLANS) MUST BE RECORDED ON THE RECORD DRAWINGS. PROVIDE SURVEY CERTIFICATION OF CRYPT PLACEMENT PRIOR TO BACKFILL BEING PLACED BETWEEN

CRYPTS.

3. CONTRACTOR TO PROVIDE THE VA STANDARD LIFTING DEVICE FOR CRYPT LID REMOVAL TO THE VA, FURTHERMORE, CONTRACTOR SHALL ONLY USE THIS DEVICE FOR

REMOVING LIDS DURING CONSTRUCTION.

4. NO VEHICLE OR EQUIPMENT WITH A SINGLE AXLE LOAD OF GREATER THAN 12,000 LBS. SHALL BE ALLOWED ON CRYPTS.

FRONT SIDE OF

BURIAL SECTION

5' (T

YP

10' (TYP.)

EQ

EQ

EQ.

21"

(TYP.)

(T

YP

6-

1/2

(T

YP

10.5"

(TYP.)

GRIDLINES (TYP.); 3'-0"x8'-0"

BURIAL PLOT AREA (TYP.)

BLACK NUMBERS ON BOTH OUTSIDE OF CRYPT LIDS 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 R.E./C.O.R.; OTHERWISE, NUMBERS MUST BE STENCILED.

PERIMETER CRYPT (TYP.); 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. CRYPT BUMP OUT EXTENDS

OUTSIDE PLOT LINE AS SHOWN IN CRYPT INSTALLATION END VIEW.

INTERIOR CRYPT, TYP. PRE-CAST CONCRETE LAWN CRYPT CENTERED

(LATERALLY & LONGITUDINALLY) BETWEEN GRID LINES

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

IRRIGATION AISLE (3'-0" WIDTH): BACKFILL WITH

COMPACTED APPROVED GENERAL FILL

GRAVESITE GRID MONUMENT;

REFER TO GRAVESITE LAYOUT

PLANS FOR LOCATIONAL DATA

5'

END VIEW

FINISH GRADE

6" TOPSOIL

PRE-CAST CONCRETE LAWN CRYPT; (SEE DETAIL)

AREA BETWEEN CRYPTS SHALL BE FILLED AND COMPACTED WITH APPROVED

3/8" STONE (3/8" MAX. WITH 0% PASSING #10); (NO SAND ALLOWED)

COMPACTED DRAINAGE & LEVELING STONE

COMPACTED, APPROVED GENERAL FILL (CONTRACTOR TO ASSUME THIS

MATERIAL WILL BE IMPORTED)

4" SAND DEPTH

COMPACTED SUBGRADE

GEOTEXTILE BETWEEN SUBGRADE AND DRAINAGE STONE

LID LIFTING LUG IN RECESS W/ CAP; (SEE DETAIL)

GR

AV

ES

IT

E

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ON

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NS

PERIMETER OVERSIZED

DOUBLE-DEPTH LAWN CRYPT

2" MIN. SEPARATION FROM CRYPT;

1" MIN. FROM GRID MONUMENT

5' (TYP. GRAVE / PLOT)

MEASURED HORIZONTALLY

AT TOP OF CRYPT

1'-

" M

IN

SA

ND

D

EP

TH

1'-

" M

AX

1'-

8" M

IN

GRAVESITE GRID MONUMENT

NEW IRRIGATION LINE 12" MIN.

BELOW TOP OF CRYPT LID

IRRIGATION AISLE: BACKFILL WITH

COMPACTED APPROVED GENERAL FILL

PERIMETER CRYPT WITH BUMPOUT

STANDARD OVERSIZED

DOUBLE-DEPTH LAWN CRYPT

300 301

1 2" F

RO

M

TO

P (C

RY

PT

IN

SI

DE

-W

AL

L

PA

IN

TE

D

NU

MB

ER

IN

G)

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 DCW MAC 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 SUBMISSIONVA 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

BID DOCUMENTS

RVi

(512) 480-0032

Leo A Daly

(402) 391-8111

Aqua Engineering

(970) 372-6104

DT502

CRYPT AND BURIAL SECTION

DETAILS

NOT TO SCALE

SECTIONS 5 & 15 - DOUBLE-DEPTH LAWN CRYPT INSTALLATION - SIDE VIEW (FRONT TO BACK STEPPING)1

NOT TO SCALE

SECTION 4 - OVERSIZED DOUBLE-DEPTH LAWN CRYPT INSTALLATION - SIDE VIEW (FRONT TO BACK STEPPING)2 NOT TO SCALE

OVERSIZED DOUBLE-DEPTH LAWN CRYPT INSTALLATION - PLAN VIEW3

6"

MIN.

CAST IRON CLEANOUT FRAME & COVER, FLUSH WITH FINISHED GRADE

RECESSED 4" PVC CLEANOUT WITH PLUG

SAND CUSHION

6" PVC ENCASEMENT PIPE

CAST IN PLACE CONCRETE COLLAR

4" PVC RISER

NOTES:

1. CONTRACTOR TO COORDINATE CLEANOUT LOCATION WITH GRADING AND STORMWATER AND DRAINAGE PLANS.

6" TOPSOIL

COMPACTED, APPROVED GENERAL FILL

(CONTRACTOR TO ASSUME THIS MATERIAL WILL

BE IMPORTED)

4" SAND DEPTH

PRE-CAST CONCRETE LAWN CRYPT

COMPACTED DRAINAGE &

LEVELING STONE

COMPACTED SUBGRADE

GEOTEXTILE

PERIMETER UNDERDRAIN (TYP.)

1'MIN.

4" MI

N.

3" M

AX

1" M

AX

1' MI

N.

AS

R

EQ

UI

RE

D

NOTES:

1. CONTRACTOR TO COORDINATE CLEANOUT AND UNDERDRAIN LOCATION WITH GRADING AND DRAINAGE PLANS.

STIFFENING RIBS AS REQUIRED

FOR PERIMETER CRYPTS

6" TOPSOIL

COMPACTED, APPROVED GENERAL FILL

(CONTRACTOR TO ASSUME THIS MATERIAL WILL

BE IMPORTED)

4" SAND DEPTH

PRE-CAST CONCRETE LAWN CRYPT

COMPACTED DRAINAGE &

LEVELING STONE

COMPACTED SUBGRADE

GEOTEXTILE

FINISH GRADE

PERIMETER UNDERDRAIN (HOLES DOWN)

SURROUNDED BY DRAINAGE STONE & GETEXTILE;

PIPE SIZE & SPACING AS SHOWN ON GRADING &

DRAINAGE PLANS

PITCH

1' MI

N.

1'

MIN.

1' MI

N.

NOTES:

1. ALL LAWNS AND IRRIGATION LINES WITHIN THE BURIAL SECTIONS SHALL BE INSTALLED AND ACCEPTED PRIOR TO MONUMENT-BASE

PLACEMENT; ALL LAWNS DAMAGED DURING INSTALLATION SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.

2. AT THE CONTRACTOR'S OPTION, GRAVESITE GRID MONUMENTS MAY BE PROVIDED AS CAST IN-PLACE UNITS. PROVIDE SHOP DRAWINGS

AND METHOD OF INSTALLATION FOR APPROVAL.

3. FINISH GRADE IS TOP OF DECOMPOSED GRANITE.

3"

MONUMENT MARKER (PROTECT VISIBLE SURFACES DURING PLACEMENT INTO CONCRETE)

3-1/2"Ø FORGED ALUMINUM DOMED-TOP MONUMENT MARKER WITH 3/4" DIAMETER SPLIT STYLE STEM

AND INTEGRAL LOCATION MAGNET EMBEDDED

SET TOP OF MONUMENT 1/2" ABOVE FINISHED GRADE

GAP AROUND CYLINDER & SURROUNDING EARTH SHALL BE FILLED W/ CONCRETE OR REDI-CRETE

(WETTED AFTER PLACEMENT) TO WITHIN 4" OF FINISH GRADE

8"Ø CONCRETE MONUMENT BASE; 3,500 PSI @ 28 DAYS

COMPACTED APPROVED FILL OR NATIVE EARTH

SMOOTH-TROWEL FINISH TOP SURFACE, ENSURING POSITIVE DRAINAGE.

G R

A

V

E

S ITE GR I D MON

UM

E

N T

N

A T IO

NA L CEM E T ER Y

PLAN VIEW

MONUMENT MARKER (SEE DETAIL)

2"

3'- 6"

MI

N.

D

EP

TH

G R

AV

ES IT E GR I D MONUM

EN

T

N A

T

I O NA L C EME T ERY

CROSS HAIRS MUST FALL WITHIN 3/4" OF

THE CENTER OF THE MARKER OR THE

ENTIRE MONUMENT MUST BE MOVED

EDGE OF MONUMENT MARKER SHALL BE NO

CLOSER THAN 1" TO OUTSIDE EDGE OF CONCRETE

CONCRETE BASE

1" MIN.

3-1/2"Ø FORGED ALUMINUM DOMED-TOP MONUMENT

MARKER WITH 3/4" DIAMETER SPLIT STYLE STEM AND

INTEGRAL LOCATION MAGNET EMBEDDED

FIELD INCISED HAIRS ON CAP; CROSS-HAIRS SHALL

BE PARALLEL AND PERPENDICULAR TO THE

GRAVESITE GRIDLINES & PRECISE TO ±0.005'

REQUIRED TEXT ENGRAVED ON CAP, TYP.

A

A

LIFTING LUG (TYP.)

3/4" MIN. HT. CASKET RISERS (TYP.); MIN. 4

RISERS PER CRYPT TOTAL OR 2 BARS

4"Ø TAPERED WEEP HOLE; MIN. 2 HOLES PER

CRYPT TOTAL (TYP.); SHOW ON SHOP DWGS.

INNER SHELF EDGE

CRYPT LID

NOTE: SIDE STIFFENING RIBS NOT SHOWN

(REQUIRED FOR PERIMETER CRYPTS)

LIFTING LUG (TYP.)

CRYPT END VIEW

SECTION A-ACRYPT SIDE VIEW

7'-8" MIN.

5'- 0"

3" MIN.3" MIN.

8'-2"

CHAMFER OR FILLET,

NO 90° ANGLE EDGES

" M

IN

. C

LE

AR

H T.

FR

OM

LO

W

ES

T

PA

RT

OF

IN

NE

R

SH

EL

F

TO

TO

P

OF

C

AS

KE

T

RI

SE

RS

" M

IN

. C

LE

AR

H T.

FR

OM

H

IG

HE

ST

P

AR

T

OF

IN

NE

R

SH

EL

F

TO

UN

DE

RS

ID

E

OF

C

RY

PT

LI

D

4'- 51 2"

2" MIN. 21

2" MIN.

CHAMFER OR FILLET,

NO 90° ANGLE EDGES

3'-6" MIN.

4'- 51 2"

5'- 0"

3'-11"

3" 31 2"

2" MIN.

3/4" MIN. HT. CASKET RISERS (TYP.); MIN. 4

RISERS PER CRYPT TOTAL OR 2 BARS

4"Ø TAPERED WEEP HOLE; MIN. 2 HOLES PER

CRYPT TOTAL (TYP.); SHOW ON SHOP DWGS.

INNER SHELF EDGE

CRYPT LID

2'- 0"

2'- 0"

NOTES:

SIZE:

OVERALL SIGN DIMENSIONS: 2'-0" HIGH x 6" WIDE x 6" DEPTH SIGN FACE: 8" LONG x 6" WIDE

DESCRIPTION:

LIGHT GRAY GRANITE SECTION MARKER: HONED SMOOTH INSCRIPTION FACE, ALL OTHER SURFACES TO BE

SMOOTH SAW-CUT FINISH.

ALL CORNERS AND EDGES INCLUDING 2" BELOW GROUND LEVEL SHALL BE ROUNDED TO 3/8" RADIUS

GRAPHIC PROCESS:

"SEC" SHALL BE ENGRAVED LETTERS: 1-1/2" HT., 3/16" DEPTH, 3/16" STEMS & BARS; TEXT FOR SECTION I.D.

NUMBERS SHALL BE AS SHOWN ON PLAN, APPROVED BY THE VA & BE ENGRAVED: 2" HT., 3/16" DEPTH, 3/8"

STEMS & BARS; ALL TEXT TO BE HELVETICA MEDIUM FONT.

RECOMMENDATIONS:

POSITION SIGN TO PROVIDE PEDESTRIANS WITH A CLEAR, UNOBSTRUCTED VIEW OF THE SIGN.

7"

6"6"

2"

8"

2- 14 "

6- 12 "2"

10' (TYP.) TO

BACK OF CURB

SEC

1- 12 "

GROUND LEVEL2"

NOT TO SCALE

CRYPT PERIMETER UNDERDRAIN1 NOT TO SCALE

CRYPT UNDERDRAIN CLEANOUT2 NOT TO SCALE

GRANITE SECTION MARKER3

NOT TO SCALE

MONUMENT MARKER5

NOT TO SCALE

GRAVESITE GRID MONUMENT4

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 DCW MAC 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 SUBMISSIONVA FORM 08 - 6231

321 4 5 6 7 8 9

GEORGIA NATIONAL CEMETERY

CONSTRUCTION DOCUMENTS

FOR PHASE 2

Fil e P ath : G

:\P

RO

JE

CT

\S

BU

\E

NG

IN

\33

\08

\P

LA

NS

\C D2

\D T-

1.D

W G

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

BID DOCUMENTS

RVi

(512) 480-0032

Leo A Daly

(402) 391-8111

Aqua Engineering

(970) 372-6104

DT503

CRYPT AND BURIAL SECTION

DETAILS

NOT TO SCALE

GENERIC INTERIOR DOUBLE-DEPTH LAWN CRYPT VAULT (OVERSIZED) CONFIGURATION DETAIL6

AutoCAD SHX Text

PITCH

4'

14"

4'

10"

10"

SIDEWALK

WIDTH VARIES

10"

SECTION A-A

4"

A

A B

B

NOTES:

1. GRAVEL MAINTENANCE DRIVE MATERIAL TO CONFORM TO GEORGIA DEPARTMENT OF TRANSPORTATION

SPECIFICATION SECTION 815 PARAGRAPH 815.2.01 AND CONSTRUCTED PER SECTION 318 PARAGRAPH 318.3.

2. IN AREAS WHERE THE GRANULAR BASE COURSE BEARS DIRECTLY ON EXISTING GROUND, CONTRACTOR

SHALL UNDERCUT 2' BELOW PLANNED SUBGRADE, PLACE NON-WOVEN GEOTEXTILE FABRIC AND

REPLACE UNDERCUT MATERIAL WITH CRUSHED ROCK APPROVED FOR THE INTENDED PURPOSE BY

GDOT, SUBJECT TO THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS.

3. IN THE EVENT THAT ELASTIC SILT (MH) IS ENCOUNTERED AT THE PAVEMENT SUBGRADE ELEVATION,THE CONTRACTOR SHALL UNDERCUT AND PROVIDE A MINIMUM 18-INCH SEPARATION BETWEEN THE HIGHLY PLASTIC SOILS (MH MATERIAL) AND THE PAVEMENT BASE COURSE AGGREGATE. THE SEPARATION MATERIAL SHOULD CONSIST OF LOW PLASTICITY STRUCTURAL FILL (AS OUTLINED IN THE GEOTECHNICAL

REPORT LOCATED IN THE SPECIFICATIONS).

NOT TO SCALE

CONCRETE PAVEMENT THICKENED EDGE7

2' 1' 1'

2%

6"

ASPHALTIC CONCRETE

PAVEMENT SECTION

1/4" R

10" R

FINISHED

GRADE

STABILIZED

NON-YIELDING

SUBGRADE

NOTES:

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

2. 6" GRADED AGGREGATE BASE AND COMPACTED SUBGRADE SHALL BE INSTALLED UNDER CURB CONSISTENT WITH

PAVEMENT TYPICAL SECTIONS.

3. ALL CURB JOINTS SHALL BE MADE BY ACCEPTABLE FORMING METHODS. PROVIDE CONTRACTION JOINTS SPACED NO

MORE THAN 10' APART. PROVIDE EXPANSION JOINTS AT AN INTERVAL OF AT LEAST 50'; WHERE TANGENT AND RADIAL CURB MEET; WHERE NEW CURB MEETS EXISTING CURB; AND WHERE CURB SURROUNDS OR ADJOINS A FIXED OBJECT

SUCH AS A STORM INLET.

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

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

2.0%

3:1 MAX

3:1 MAX 2.0% 3:1 MAX

3:1 MAX

12' 12'

1'

1.5" ASPHALT SURFACE COURSE

2" ASPHALT BASE COURSE

8" GRADED AGGREGATE BASE

MOUNTABLE CURB

AND GUTTER

DT504

MOUNTABLE CURB

AND GUTTER

NOT TO SCALE

TYPICAL ROAD CROSS SECTION1 NOT TO SCALE

TYPICAL PAVEMENT SECTIONS2 NOT TO SCALE

MOUNTABLE CURB & GUTTER3

NOT TO SCALE

CONCRETE SIDEWALK4

10" R

NOTES:

1. CONCRETE SIDEWALK SURFACES SHALL HAVE A LIGHT BROOM FINISH.

2. IN AREAS WHERE THE GRANULAR BASE COURSE BEARS DIRECTLY ON EXISTING

GROUND, CONTRACTOR SHALL UNDERCUT 2' BELOW PLANNED SUBGRADE, PLACE

NON-WOVEN GEOTEXTILE FABRIC AND REPLACE UNDERCUT MATERIAL WITH

CRUSHED ROCK APPROVED FOR THE INTENDED PURPOSE BY GDOT, SUBJECT TO

THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS.

3. IN THE EVENT THAT ELASTIC SILT (MH) IS ENCOUNTERED AT THE PAVEMENT

SUBGRADE ELEVATION,THE CONTRACTOR SHALL UNDERCUT AND PROVIDE A

MINIMUM 18-INCH SEPARATION BETWEEN THE HIGHLY PLASTIC SOILS (MH

MATERIAL) AND THE PAVEMENT BASE COURSE AGGREGATE. THE SEPARATION

MATERIAL SHOULD CONSIST OF LOW PLASTICITY STRUCTURAL FILL (AS OUTLINED

IN THE GEOTECHNICAL REPORT LOCATED IN THE SPECIFICATIONS).

COMPACTED SUBGRADE

AS SHOWN

1.5" 9.5 MM SUPERPAVE TYPE 2

ASPHALT SURFACE COURSE

NOT TO SCALE

CURB TRANSITION8

2' 2'

2.0% 5'

1'

2" 25 MM SUPERPAVE ASPHALT BASE COURSE

8" GRADED AGGREGATE BASE

COMPACTED SUBGRADE

COMPACTED SUBGRADE

5" 4,000 PSI CONCRETE

5" STONE SUBBASE

2' 1' 1'

2%

6"

1/4" R

10" R

10" R

STD. MOUNTABLE

CURB & GUTTER

REVERSE MOUNTABLE

CURB & GUTTER

1'1'

2%

1/4" R

10" R

10" R

SECTION B-B

AS SHOWN2'

2% 1/4" R

4"

1/2" EXPANSION JOINT

SEE DETAIL 10, THIS SHEET

2% 2% 2%

2.0% 5'

1/8"

CONTRACTION JOINT EXPANSION JOINT

PREMOLDED JOINT

FILLER EXTENDING TO

BOTTOM SURFACE OF

CONCRETE.

1"

1/2"

NOT TO SCALE

CONCRETE SIDEWALK JOINT DETAIL5

10' CURB & GUTTER TRANSITION REVERSE FLOW CURB & GUTTER 10' CURB & GUTTER TRANSITION

REVERSE

MOUNTABLE

CURB & GUTTER

DT504

MOUNTABLE

CURB & GUTTER

DT504

MOUNTABLE

CURB & GUTTER

DT504NOTES:

1. CONTRACTION JOINT SHALL DIVIDE SIDEWALK INTO SQUARE PANELS. SPACING OF CONTRACTION JOINTS SHALL

EQUAL THE WIDTH OF THE SIDEWALK.

2. EXPANSION JOINTS @ 50' MAX. SPACING AND AT JUNCTIONS WITH OTHER STRUCTURES AND RIGID PAVING.

NOT TO SCALE

CURB & GUTTER TRANSITION (STD. C&G TO REVERSE C&G)6

3:1 MAX

3:1 MAX 2.0% 3:1 MAX

3:1 MAX

12' 12'

1'

MOUNTABLE CURB

AND GUTTER

REVERSE

MOUNTABLE CURB

AND GUTTER

2.0% 5'

1'

COMPACTED SUBGRADE

2.0% 5'

2.0%

COLUMBARIUM ROADWAY

PHASE 2 CEMETERY ROADWAY

3:1 MAX

3:1 MAX 2.0%

3:1 MAX

3:1 MAX

12' 12'

1'

MOUNTABLE CURB

AND GUTTER

2.0% 5'

1'

COMPACTED SUBGRADE

2.0% 5'

2.0% 10' 10'

2.0% 2.0%

COLUMBARIUM ROADWAY - ON-STREET PARKING

DT504

REVERSE

MOUNTABLE CURB

AND GUTTER

DT504

FINISHED

GRADE

STABILIZED

NON-YIELDING

SUBGRADE

1' 1'

2%

6"

1/4" R

DEPRESSED REVERSE

MOUNTABLE CURB & GUTTER

FINISHED

GRADE

STABILIZED

NON-YIELDING

SUBGRADE

2%

'REVERSE MOUNTABLE

CURB & GUTTER'

'DEPRESSED REVERSE

MOUNTABLE CURB & GUTTER'

3' MIN.

JOINT SEALANT

1/4" R

1"

1/4" R

JOINT SEALANT

ASPHALTIC CONCRETE

PAVEMENT SECTION

ASPHALTIC CONCRETE

PAVEMENT SECTION

ASPHALTIC CONCRETE PAVEMENT

12" GRADED AGGREGATE BASE

COMPACTED SUBGRADE

GRAVEL MAINTENANCE DRIVES

1.5" ASPHALT SURFACE COURSE

2" ASPHALT BASE COURSE

8" GRADED AGGREGATE BASE

1.5" ASPHALT SURFACE COURSE

2" ASPHALT BASE COURSE

8" GRADED AGGREGATE BASE

1/4"

CONTRACTION JOINT EXPANSION JOINT

PREMOLDED JOINT

FILLER EXTENDING TO

BOTTOM SURFACE OF

CONCRETE.

3.5"

1/2"

JOINT SEALANT

1/4" R 1/4" R

1/8"

3/8" BACKER ROD 1.25"

3.5"

1/4" R

1.25"

JOINT SEALANT

5/8" BACKER ROD

DT504

DT504

DT504

DT504

DT504

MOUNTABLE

CURB & GUTTER CURB & GUTTER

TRANSITION DEPRESSED REVERSE

MOUNTABLE CURB & GUTTER

THICKENED EDGE -

VEHICULAR

DT504

WOVEN GEOTEXTILE FABRIC

NOTES:

1. CONCRETE SIDEWALKS SHALL BE AT LEAST 5" THICK.

2. CONSTRUCT 1/4" CONTRACTION JOINTS AT 5' MAX INTERVALS. CONSTRUCT

1/2" EXPANSION JOINTS AT 40' INTERVALS AND INTERSECTIONS WITH OTHER

PATHS OR SIDEWALKS, RAMPS, DRIVEWAYS, CURBS, POLES OR OTHER

PERMANENT STRUCTURES.

3. CONCRETE SIDEWALK SURFACES SHALL HAVE A LIGHT BRUSH OR BROOM

FINISH.

FINISHED GRADE

5"

5"

DEPRESSED REVERSE

MOUNTABLE CURB & GUTTER

5"

8"

5"

1/2" RADIUS, TYP

AGGREGATE BASE.

45°

EXPANSION JOINT

SLIP DOWEL

24" O.C., TYP.

TYPICAL EDGE CONDITION

6"

6"

COMPACTED SUBGRADE 95% PER

ASTM D-698

10"

CONCRETE PATHWAY WITH

MEDIUM BROOM FINISH

5" 4,000 PSI CONCRETE

PAVEMENT

AGGREGATE BASE

10"

COMPACTED SUBGRADE

95% PER ASTM D-698

5" 4,000 PSI CONCRETE

PAVEMENT

6' - 0"

6"

6" x x x x 6"x6"x6" GALVANIZED WOVEN WIRE MESH

(2-1/2" FROM BOTTOM OF CONCRETE)

x x x x x x x x x x

6"x6"x6" GALVANIZED WOVEN WIRE MESH

(2-1/2" FROM BOTTOM OF CONCRETE)

DT504

ROADWAY DETAILS

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

CHEROKEE COUNTY, GEORGIA

922CM3006

FEBRUARY 28, 2022 DCW MAC 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 SUBMISSIONVA FORM 08 - 6231

321 4 5 6 7 8 9

GEORGIA NATIONAL CEMETERY

CONSTRUCTION DOCUMENTS

FOR PHASE 2

Fil e P ath : G

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4.D

W G

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

BID DOCUMENTS

RVi

(512) 480-0032

Leo A Daly

(402) 391-8111

Aqua Engineering

(970) 372-6104

DT505

VEHICULAR GUARDRAIL DETAILS

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

CHEROKEE COUNTY, GEORGIA

922CM3006

FEBRUARY 28, 2022 DCW MAC 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 SUBMISSIONVA FORM 08 - 6231

321 4 5 6 7 8 9

GEORGIA NATIONAL CEMETERY

CONSTRUCTION DOCUMENTS

FOR PHASE 2

Fil e P ath : G

:\P

RO

JE

CT

\S

BU

\E

NG

IN

\33

\08

\P

LA

NS

\C D2

\D T-

5.D

W G

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

BID DOCUMENTS

RVi

(512) 480-0032

Leo A Daly

(402) 391-8111

Aqua Engineering

(970) 372-6104

COMMON POST

LINE POST OR

BA

CK

O F

CU

RB

8' 0" MINIMUM

* 4"

1/4" RAD.

(2 REQ.)

PLAN OF SLIP BASE

FOR ANCHOR POST

1/2" BOLT 2 1/2" LONG - 4 PLACES,

W/NUT & 3 WASHERS. TORQUE

TO 25 FT. LBS. 1 WASHER UNDER

HEAD, 1 BETWEEN PLATE'S

1 UNDER NUT. AN ADDITIONAL

1/16" THICK WASHER MAY BE

PLACED BETWEEN PLATE'S TO

PLUMB THE ANCHOR POST.

ELEVATION OF SLIP BASE

2"

MAX

FOR ANCHOR POST

(TYP) SLIP IMPACT BASE

(TYP)

5"

1"

1"

3/4"

1/2"

3/4"

1 1/4"

DIR OF

TRAFFIC

1"

1-1/4"

1"

4"

5"

1/2"

3/4"

3/8" PLATE 3/4"

NOTES:

3/8" PLATE

2" 2 3/4"

3/4"

3/4"

SQUARE NUT

CABLE END (CAST STEEL)

HOOKED ANCHOR STUD-

4"

20"

4'-0"

3'-4"

TOP

CABLE

FOOTING PLAN

ANCHOR

BOTTOM

CABLE

FOOTING ELEVATION

#3 BAR

(TYP)

3"

18"

18"

5'-0"

TOP 2" THREADED

ANCHOR

24"

INTERNAL STIFFENER

EXTERNAL STIFFENER

5 1/4" 3 1/2"

30"

ELEVATION

4"

4"

5'-0"

4'-4" 4"

1/4"

(TYP)

PLAN

2 1/2"

1"

2" 1 1/2"

1 3/4"

1" DIA

(TYP)

1/2" R

3"

TYP.

(TYP)

1 1/8" 1 3/4"

2 3/4"

3 1/2"

9"

1 1/4"

1/4" PLATE

2 3/4"

4'-4" 9"

TWO PLAIN WASHER

13/16" IDx2" ODx0.148"

3/16" BRASS KEEPER, ENDS

BENT TO KEEP IN PLACE

1/2" PLATE

1"

3"

3 3/4" 1 1/4"

1/4" DIA

1 1/8"

1/2"

TWO 3/4"

HEX NUTS

FLATTEN FOR WRENCH

PLAIN WASHER

13/16" IDx2 1/2" ODx0.165"

THICKNESS

1/2" PLATE3 1/2"3 1/2"

9"

14" 3 1/2" 3 1/2"

5 1/8"

ANCHOR BRACKET

C-U4a

4"1 1/2"

SIDE VIEW

3 3/4" o45

45o C-U2a

2'- 6"2'-

6"

2'- 4"

SEE ELEVATION OF SLIP BASE

FOR ANCHOR POST

ANCHOR POST DETAIL

SIDE ELEVATION

3'-8"

4'-0"

6:1

18"

17" 23"

1"

3'-1"

1 3 /4"

1/4"

SLIP IMPACT

BASE

1/4"

S3X5.7

POST

CONCRETE

ANCHOR

CABLES ON ROADSIDE

SIDE VIEW OF

ANCHOR POST

27"

3'-4"

CABLE WEDGE

CONNECTOR

BREAKAWAY

ANCHOR ANGLE

18"

5/8" 3/4"

1 1/4"

1/4"

4"

1 1/2"

12.0"

3"

3"

NOTES: 2"

BRASS ROD

3/4" CABLE

2"1 1/2"

1 1/4"

3/4"

5/8"

7/8"

1/4" HOLE FOR

3/16" DIA. BRASS ROD

ANCHOR POST

SUPPORT 3/4" PLATE

1/2"

3/16" DIA.

DETAIL A

ROUND BEND HOOK BOLT

ALTERNATE HOOK BOLT

1" 4 1/2"

POST

TOP OF

1"1/16"

TO 1/8"

1"

5/16" x 4 1/2" x 1" x 1" x 1"

DETAIL B

ROPE (TYP)

3/4" WIRE

4 1/2"

3 1/2"

4 1/2"

4 1/2"

4"

4 1/2"

3/4"

WEB REQUIRED FOR

ALL COMMON POST.

HOLES IN BACK OF

4 1/2"

4 1/2"

3 1/2"

3/4"

SEE

DETAIL C

2"

21" 30"

63 1/2"

SEE HOOK

BOLT (TYP)

4 1/2"

S3 x 5.7 x 5'-3"

4 1/2"

CURVE LT. CURVE RT.

AT A CATCH BASIN

5/16" x 2 3/4" x 2" x 1" x 1"

ROUND BEND HOOK BOLT

5/16" HEX BACKING NUT

OR APPROVED SHOULDERHEX NUT

2" 2 3/4"

1/16"

TO 1/8"

CABLE PLACEMENT

ON POST IN CURVES

POST

TOP OF

1"

1"

5/16"

ELEVATION OF POST SPACING

GALVANIZING)

(USED WHEN

3/4" DIA. HOLE

OPTIONAL

8" x 24" x 1/4"

DETAIL C

PLATE

16'-0" *16'-0" *12'-0"

BOTTOM CORNERS MAY

BE CLIPPED 2" x 2" TO

4"

AID DRIVING

TOP & BOTTOM

TYP

1/4 2-11

1/4 2 3/8 NOTES:

GROUND LINE

*16'-0" CABLE

CABLE WEDGE

SPRING STOP 4 1/2" LONG

2 1/4" RIGHT-HAND THREADS

3Ø"

1"

DIA.

TURNBUCKLE ASSEMBLY

SPRING CABLE END ASSEMBLY

ANCHOR

END

FOR WRENCH

FLATTEN

THREADS

RIGHT-HAND 7"

3"

3/4" SQUARE NUT

7 3/4"

25" CONN.(TYP.)

3 3/8"

FLATTEN

FOR WRENCH

6 1/2"

GALVANIZED SPRING

WIRE 9/16" DIA

STANDARD TURNBUCKLE

CONN. (TYP.)

CABLE WEDGE

3"

RIGHT-HAND 7"

THREADS

FLATTEN FOR WRENCH

3"

12" TAKEUP

LEFT-HAND 7"

THREADS

WIRE BEND DETAIL

2"-12N-2 THRD.

ISOMETRIC VIEW

(TYP.)

WIRE ROPE

CABLE WEDGE

0.512"

0.203" R

0.125"

(TYP)

1.8"

0.843" 0.437"

NOTES:

0.291"

3 1/4"

3 3/4" 4"

4 1/4"

3 1/2"

1 1/4" 1"

2" 1 3/4"

2 1/4"

1 1/2"

2 3/4" 3"

2 1/2"

3 1/2"3 1/2"

USE WITH WEDGE

CABLE SPLICE

DIA.

1" 2"

2"-12N-2 THRD. (TYP.)

1"

DIA.

45o

1/2"

1/4"

1/4"

3/16 IN. MIN. @ 90 o BEND

110° - 120° 100° - 109° 90° - 99° 80° - 89° 70° - 79° 60° - 69° 50° - 59° 40° - 49° 30° - 39° 20° - 29° 10° - 19° 0° - 9° -10° - -1° -20° - -11°

4. CABLE (WIRE ROPE) SHALL CONFORM TO THE MATERIAL

REQUIREMENTS OF AASHTO M 30 TYPE I CLASS A COATING FOR 3/4 IN.

ROPE. ALL CONNECTING HARDWARE SHALL CONFORM TO THE

REQUIREMENTS OF AASHTO M 269. THE ROPE, WITH CONNECTING

HARDWARE ATTACHED, SHALL DEVELOP THE FULL 25,000 LBS. STRENGTH

OF A SINGLE CABLE.

3. CAST STEEL COMPONENTS SHALL CONFORM TO THE REQUIREMENTS

OF AASHTO M 103 GRADE 70-40 CLASS 1. ALL THREADED PARTS SHALL

CONFORM TO ANSI B18.13 FOR 3/4 IN. THREADS. ALL PARTS SHALL BE

HOT-DIP ZINC COATED ACCORDING TO AASHTO M 232 OR AASHTO M 298.

2. THE CABLE WEDGE SHALL CONFORM TO THE REQUIREMENTS OF ASTM

A 47 FOR MALLEABLE IRON CASTINGS. THE WEDGE SHALL NOT BE

ZINC-COATED.

1. AT ALL LOCATIONS WHERE THE CABLE IS CONNECTED TO A CABLE

SOCKET WITH A WEDGE TYPE CONNECTION, ONE WIRE OF THE WIRE

ROPE SHALL BE CRIMPED OVER THE BASE OF THE WEDGE TO HOLD IT

FIRMLY IN PLACE.

6. ALL FITTINGS SHALL BE DESIGNED TO DEVELOP 25,000 LBS. TENSILE

STRENGTH. WEDGE TYPE CABLE SOCKET FITTINGS SHALL BE OF THE OPEN-END

TYPE AND SHALL PERMIT VISUAL INSPECTION OF THE CABLE END AND WEDGE

AFTER INSTALLATION.

1. STEEL POSTS, BLOCKS, AND BASE PLATES, WHERE USED, SHALL CONFORM TO AASHTO M

270 GRADE 36, AND SHALL BE GALVANIZED IN ACCORDANCE WITH AASHTO M 111. WELDING AND

REPAIR WELDING FOR ALL STEEL FABRICATION SHALL COMPLY WITH THE LATEST EDITION OF

THE ANSI / AASHTO / AWS D1.5 BRIDGE WELDING CODE. ALL FABRICATION SHALL BE

COMPLETED PRIOR TO GALVANIZING.

3. SLIP BASE BOLTS SHALL BE MANUFACTURED ACCORDING TO ASTM A 307, GRADE A

AND GALVANIZED IN ACCORDANCE WITH AASHTO M 232.

2. MALLEABLE IRON FITTINGS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A 47. CAST

STEEL FITTINGS SHALL CONFORM TO THE REQUIREMENTS OF AASHTO M 103, GRADE 70-36,

UNLESS OTHERWISE DESIGNATED IN THE PLANS OR IN THE SPECIAL PROVISIONS.

3. HOOK BOLTS SHALL DEVELOP AN ULTIMATE PULLOPEN

STRENGTH OF FROM 500 LBS. TO 1000 LBS. APPLIED IN THE

DIRECTION NORMAL TO THE LONGITUDINAL AXIS OF THE POST.

2. BOLTS, NUTS, WASHERS, PLATES, RODS, AND

OTHER HARDWARE, UNLESS OTHERWISE

SPECIFIED, SHALL BE GALVANIZED IN

ACCORDANCE WITH AASHTO M 232.

1. HOOK BOLTS SHALL CONFORM TO THE DIMENSIONS AND

TOLERANCE GIVEN IN IFI 136 FOR ROUND BENT HOOKED BOLTS,

BOLTS AND HOOKED ANCHOR STUDS.

*THIS DISTANCE MAY VARY TO MAINTAIN A MINIMUM CABLE HEIGHT OF

23" FROM EXISTING GROUND LINE

EXISTING CATCH BASIN WITH

ASPHALT APRON POST MAY

BE DRIVEN THROUGH APRON

1. THE CABLE GUARDRAIL ANCHOR BRACKET SHALL BE

MANUFACTURED FROM AASHTO M 270 GRADE 36 STEEL PLATE

AND ZINC-COATED ACCORDING TO AASHTO M 111 NO PUNCHING,

DRILLING OR CUTTING IS PERMITTED AFTER THE BRACKET IS

ZINC-COATED.

2. HOOKED ANCHOR STUDS SHALL CONFORM TO AASHTO M 314, GRADE 36. HEAVY

HEX NUTS SHALL CONFORM TO AASHTO M 291 FOR CLASS 105 AND SHALL CONFORM

TO THE GEOMETRY DEFINED IN ANSI B.18.2.4.6. NUTS SHALL HAVE ANSI B1.13

CLASS 6H THREADS. ZINC COATING SHALL MEET AASHTO M 232 CLASS C OR

AASHTO M 298 FOR CLASS 50. TORQUE HEAVY HEXNUTS TO 25 FT.- LBS.

4. IN CURVES THE DOUBLE FACE CABLE BARRIER SHALL BE

PLACED ON THE INSIDE OF CURVE IN DIRECTION OF TRAFFIC.

4. IN CURVES THE DOUBLE FACE CABLE BARRIER SHALL BE

PLACED ON THE INSIDE OF CURVE IN DIRECTION OF TRAFFIC.

SPRING COMPRESSION

FROM UNLOADED

POSITION IN EACH

SPRING

TEMPERATURE

(FAHRENHEIT)

* DISTANCE FROM BACK OF POST TO EDGE OF GRADED SHOULDER SHALL

NOT BE LESS THAN 2 FEET WITH NORMAL LENGTH POST AND NOT LESS

THAN 1 FOOT WITH ADDITIONAL LENGTH POST.

10' 0" OR GREATER DESIRABLE

ROADWAY PAVING

CABLE WEDGE USE WITH ALL CABLE FITTINGS

5. THE CONTRACTOR SHALL INSTALL AND TENSION THE CABLE BARRIER

AS FOLLOWS. PROPERLY SEAT THE SPRING COMPENSATION DEVICE AND

THEN PERMANENTLY MARK THE UNLOADED POSITION. COMPLETE

ASSEMBLY OF THE CABLE BARRIER AND SET THE COMPENSATING

DEVICES TO A SPRING COMPRESSION OF 3.5 INCHES. LEAVE THE SPRINGS

AT THIS SETTING FOR AT LEAST 2 WEEKS THEN SET THEM TO THE PROPER

SETTING ACCORDING TO THE FOLLOWING CHART FOR THE AMBIENT

TEMPERATURE.

BRASS KEEPER ROD MUST BE

INSTALLED PRIOR TO TENSIONING

CABLE

CABLE END ASSEMBLY TO ANCHOR BRACKET

ANGLE DETAIL

SEE SIDE VIEW OF

ANCHOR POST FOR

DETAILS

PLACE 3/16" BRASS ROD IN

HOLES AND BEND OVER

ENDS.

NOTES:

1. STAGGER SPRING CABLE END ASSEMBLIES FOR CLEARANCE BETWEEN UNITS. INSTALLATION OF

CABLE END ASSEMBLIES SHALL BE AS FOLLOWS:

LENGTH OF CABLE RUNS:

UP TO 500' - USE THE SPRING CABLE END ASSEMBLY ON ONE END AND

TURNBUCKLE ONLY ON THE OTHER END OF EACH CABLE.

OVER 500' TO 2000' - USE THE SPRING CABLE END ASSEMBLY ON EACH

END OF EACH CABLE.

2. WHEN INSTALLED IN FRONT OF SLOPES STEEPER THAN 6:1, THE DISTANCE BETWEEN POSTS AND

SLOPE BREAK POINT SHALL BE A 12 INCH MIN.

3. ALL CABLES WILL BE ATTACHED TO EACH POST WITH HOOK BOLTS, ONE HOOK BOLT PER CABLE. IN THE CASE WHERE THE COMMON POST IS USED, EACH CABLE IS TO BE ATTACHED TO THE POST, THREE ON THE FRONT AND THREE ON THE BACK.

4. WHERE BARRIER IS PARALLEL TO THE EDGE OF THE TRAVEL WAY, EVERY SIXTH POST SHALL HAVE A

REFLECTOR. REFLECTORS SHALL BE YELLOW.

5. ONLY ONE SPLICE PER CABLE IS ALLOWED BETWEEN END ANCHOR ASSEMBLIES. CABLE SPLICES SHALL BE STAGGERED A MINIMUM OF 20 FT. FROM SPLICES ON ADJACENT CABLES. CALBE SPLICES

SHALL BE CAREFULLY ASSEMBLED IN ACCORDANCE WITH THE DETAILS SHOWN IN THE PLANS.

6. THE CONCRETE ANCHOR MAY BE PRECAST OR CAST IN PLACE. THE CONCRETE ANCHOR SHALL BE SET INTO AN EXCAVATION AS DETAILED ON THE STANDARD PLANS. THE BOTTOM OF THE ANCHOR

SHALL HAVE A FULL AND EVEN BEARING ON THE SURFACE UNDER IT. AFTER THE CONCRETE

ANCHOR IS IN PLACE, THE EXCAVATION SHALL BE BACKFILLED IN ACCORDANCE WITH SECTION 02200.

WHEN THE ANCHOR IS SET INTO A SLOPE, THE TOP OF THE ANCHOR SHALL BE CONSTRUCTED SO THAT A 6:1 SLOPE IS CREATED FROM SIDE TO SIDE SO THE ANCHOR WILL RESEMBLE THE NATURAL

SLOPE OF THE GROUND. PRIOR TO PRECASTING THE ANCHORS, THE CONTRACTOR MUST OBTAIN

THE TOTAL OF LEFT-SLOPING OR RIGHT-SLOPING ANCHORS AS DETERMINED BY THE ENGINEER.

CONCRETE SHALL BE CLASS 3000.

7. WHEN CALCULATING LENGTH OF NEED FOR CABLE BARRIER, THE LENGTH OF NEED GOES THRU THE

1ST LINE POST.

STANDARD TURNBUCKLE 12" CLEAR OPENING

(SEE NOTE 5)

3/4" HEAVY HEX NUTS WITH

PLAIN WASHERS (TYP)

5/16" HEX NUT

NO BACKING NUT

REQUIRED

* VARIABLE FROM

1-1/2" TO 1-3/4"

# VARIABLE FROM

3/4" TO 7/8"

FLUTED AREA

(TYP)

SPRING CABLE END ASSEMBLIES

SEE NOTE NO. 1

ELEVATION

(ANCHOR SECTION

PLAN

(ANCHOR SECTION

NOT TO SCALE

VEHICULAR GUARDRAIL DETAILS1

END ANCHOR SECTIONS

LESS THAN 110' USE NOT RECOMMENDED

219' TO 110'

699' TO 220'

6'

12'

700' OR GREATER 16'

42'-0"

TYPICAL LAYOUT

TABLE A

CURVE RADIUS POST SPACING

2000 FT. CABLE RUN

END ANCHOR TO END ANCHOR

PLAN

4'-0"

ANCHOR

CONCRETE

COMMON POST

4'-0"

ON HARDWARE SHEET)

(SEE DETAIL-A

ANCHOR

CONCRETE

4'-0"

1'-0"1'-8"

COMMON POST FOR BOTH

24'-0" POST SPACES @ 6'-0"

0'-2"0'-6"

ANCHOR

CONCRETE

GROUND LINE

6' 6' 6' 6'18'

42' (PAY LIMITS)

SECTION B-B SPECIAL NOTE: LOCATION AND QUANTITIES GIVEN IN THE PLANS FOR

GUARDRAIL AND ANCHORAGES ARE ESTIMATES MADE FROM OFFICE

COMPUTATIONS.

DRIVE PUNCH

DT506

STORM DRAINAGE DETAILS

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

CHEROKEE COUNTY, GEORGIA

922CM3006

FEBRUARY 28, 2022 DCW MAC 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 SUBMISSIONVA FORM 08 - 6231

321 4 5 6 7 8 9

GEORGIA NATIONAL CEMETERY

CONSTRUCTION DOCUMENTS

FOR PHASE 2

Fil e P ath : G

:\P

RO

JE

CT

\S

BU

\E

NG

IN

\33

\08

\P

LA

NS

\C D2

\D T-

6.D

W G

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

BID DOCUMENTS

RVi

(512) 480-0032

Leo A Daly

(402) 391-8111

Aqua Engineering

(970) 372-6104

NOT TO SCALE

STANDARD DROP INLET TYPE V11 NOT TO SCALE

STANDARD DROP INLET TYPE C (PRECAST)2

NOT TO SCALE

STANDARD CULVERT HEADWALL4 NOT TO SCALE

STANDARD PIPE TRENCH5

REV E7001-110-111DWG NO.1 OF 1SHEET1:25SCALEDWG SIZE A

3130 VERONA AVE

BUFORD, GA 30518

PHN (770) 932-2443

FAX (770) 932-2490

www.nyloplast-us.com

DRAIN BASIN & INLINE DRAIN

NON TRAFFIC INSTALLATION

TITLE

PROJECT NO./NAME

MATERIAL

DATE

REVISED BY

9-30-99DATE

CJADRAWN BYTHIS PRINT DISCLOSES SUBJECT MATTER IN WHICH

NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT

OR POSSESSION OF THIS PRINT DOES NOT CONFER,

TRANSFER, OR LICENSE THE USE OF THE DESIGN OR

TECHNICAL INFORMATION SHOWN HEREIN

REPRODUCTION OF THIS PRINT OR ANY INFORMATION

CONTAINED HEREIN, OR MANUFACTURE OF ANY

ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS

IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN

PERMISSION FROM NYLOPLAST.

03-11-16

NMH

DRAIN BASIN INLINE DRAIN

THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER

GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I,

CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321.

BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE

PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321.

NON TRAFFIC INSTALLATION

TOP SOIL

GRATE/COVER

TOP SOIL

GRATE/COVER

©2011 NYLOPLAST

4" MIN ON 8" - 24"

6" MIN ON 30"

THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER

GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I,

CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321.

BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE

PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321.

REV F7001-110-272DWG NO.1 OF 1SHEET1:12SCALEDWG SIZE A

8 IN DRAIN BASIN QUICK SPEC INSTALLATION DETAIL

TITLE

PROJECT NO./NAME

MATERIAL

DATE

APPD BY

6-25-18DATE

NMHDRAWN BYTHIS PRINT DISCLOSES SUBJECT MATTER IN WHICH

NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT

OR POSSESSION OF THIS PRINT DOES NOT CONFER,

TRANSFER, OR LICENSE THE USE OF THE DESIGN OR

TECHNICAL INFORMATION SHOWN HEREIN

REPRODUCTION OF THIS PRINT OR ANY INFORMATION

CONTAINED HEREIN, OR MANUFACTURE OF ANY

ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS

IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN

PERMISSION FROM NYLOPLAST.

6-25-18

NMH

3130 VERONA AVE

BUFORD, GA 30518

PHN (770) 932-2443

FAX (770) 932-2490

www.nyloplast-us.com

©2007 NYLOPLAST

NYLOPLAST 8" DRAIN BASIN: 2808AG _ _ X

(3)

VARIABLE SUMP DEPTH

ACCORDING TO PLANS

(6" MIN. BASED ON

MANUFACTURING REQ.)

4" MIN

WATERTIGHT JOINT

(CORRUGATED HDPE SHOWN)

(4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE:

4" - 8" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL,

ADS/HANCOR SINGLE WALL), PVC SEWER (EX: SDR 35), PVC DWV

(EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC

THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER

GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I,

CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321.

BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE

PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321.

(1) DUCTILE IRON GRATE

CONCRETE WALKWAY OR DECK

1 - GRATES/SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05,

WITH THE EXCEPTION OF THE BRONZE GRATE.

2 - CUSTOM DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN

DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING

RESTRICTIONS. SEE DRAWING NO. 7001-110-065.

3 - STANDARD DRAIN BASIN HAS FIXED ADAPTER LOCATIONS OF 0° & 180°.

CUSTOM DRAIN BASIN ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°.

TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING

NO. 7001-110-012.

4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO

ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL) &

PVC SEWER (4" - 24"). REV B7001-110-194DWG NO.1 OF 1SHEET1:4SCALEDWG SIZE A

3130 VERONA AVE

BUFORD, GA 30518

PHN (770) 932-2443

FAX (770) 932-2490

www.nyloplast-us.com

8 IN STANDARD GRATE ASSEMBLY

TITLE

PROJECT NO./NAME

MATERIAL

DATE

REVISED BY

3-3-06DATE

EBCDRAWN BYTHIS PRINT DISCLOSES SUBJECT MATTER IN WHICH

NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT

OR POSSESSION OF THIS PRINT DOES NOT CONFER,

TRANSFER, OR LICENSE THE USE OF THE DESIGN OR

TECHNICAL INFORMATION SHOWN HEREIN

REPRODUCTION OF THIS PRINT OR ANY INFORMATION

CONTAINED HEREIN, OR MANUFACTURE OF ANY

ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS

IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN

PERMISSION FROM NYLOPLAST.

3-13-10

EBC

D

T

U C T I L E I R O N

SALPOLYN

0899CGS

DUCTILE IRON

.50

Ø 8.06

8" STANDARD GRATE

DIMENSIONS ARE FOR REFERENCE ONLY

ACTUAL DIMENSIONS MAY VARY

DIMENSIONS ARE IN INCHES

GRATE HAS LIGHT DUTY RATING

QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50-05

PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT

SIZE OF OPENING MEETS REQUIREMENTS OF AMERICAN DISABILITY

ACT AS STATED IN FEDERAL REGISTER PART III, DEPARTMENT OF

JUSTICE, 28 CFR PART 36.

LOCKING DEVICE AVAILABLE UPON REQUEST SEE DRAWING NO.

7001-110-038

APPROX. DRAIN AREA = 18.77 SQ IN

APPROX. WEIGHT = 3.06 LBS

8" INLINE DRAIN OR

8" DRAIN BASIN BODY TOP

©2010 NYLOPLAST

NOT TO SCALE

DRAIN BASIN NON-TRAFFIC INSTALLATION6

NOT TO SCALE

8" DRAIN BASIN INSTALLATION7 NOT TO SCALE

8" STANDARD GRATE ASSEMBLY8 NOT TO SCALE

15" x 12" TEE9 NOT TO SCALE

15" x 8" TEE10

NOT TO SCALE

STANDARD PRECAST MANHOLE3

REV A1585AGDWG NO.1 OF 1SHEET1:6SCALEDWG SIZE A

3130 VERONA AVE

BUFORD, GA 30518

PHN (770) 932-2443

FAX (770) 932-2490

www.nyloplast-us.com

PVC

15 X 12 ADS N-12 / HANCOR DUAL WALL TEE

TITLE

PROJECT NO./NAME

MATERIAL

DATE

APPD BY

6-19-06DATE

EBCDRAWN BYTHIS PRINT DISCLOSES SUBJECT MATTER IN WHICH

NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT

OR POSSESSION OF THIS PRINT DOES NOT CONFER,

TRANSFER, OR LICENSE THE USE OF THE DESIGN OR

TECHNICAL INFORMATION SHOWN HEREIN

REPRODUCTION OF THIS PRINT OR ANY INFORMATION

CONTAINED HEREIN, OR MANUFACTURE OF ANY

ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS

IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN

PERMISSION FROM NYLOPLAST.

6-19-06

CJA

22.50 11

14.25

1 - SEE DRAWING NO. 7001-110-275 FOR ADS N-12 &

HANCOR DUAL WALL BELL INFORMATION

2 - DIMENSIONS ARE FOR REFERENCE ONLY

ACTUAL DIMENSIONS MAY VARY

3 - DIMENSIONS ARE IN INCHES

REV A1583AGDWG NO.1 OF 1SHEET1:6SCALEDWG SIZE A

3130 VERONA AVE

BUFORD, GA 30518

PHN (770) 932-2443

FAX (770) 932-2490

www.nyloplast-us.com

PVC

15 X 8 ADS N-12 / HANCOR DUAL WALL TEE

TITLE

PROJECT NO./NAME

MATERIAL

DATE

APPD BY

6-16-06DATE

EBCDRAWN BYTHIS PRINT DISCLOSES SUBJECT MATTER IN WHICH

NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT

OR POSSESSION OF THIS PRINT DOES NOT CONFER,

TRANSFER, OR LICENSE THE USE OF THE DESIGN OR

TECHNICAL INFORMATION SHOWN HEREIN

REPRODUCTION OF THIS PRINT OR ANY INFORMATION

CONTAINED HEREIN, OR MANUFACTURE OF ANY

ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS

IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN

PERMISSION FROM NYLOPLAST.

6-16-06

CJA

18.50 11

12.00

1 - SEE DRAWING NO. 7001-110-275 FOR ADS N-12 &

HANCOR DUAL WALL BELL INFORMATION

2 - DIMENSIONS ARE FOR REFERENCE ONLY

ACTUAL DIMENSIONS MAY VARY

3 - DIMENSIONS ARE IN INCHES

7.00' 6.00'

TYP.

10.00'

TYP. 3.00'

TYP.

7.00'

24.00' TYP. 8.00'

8' BENCH, SEE SITE FURNISHING PLAN, TYP.;

CENTER BENCHES ON AISLES

PEDESTRIAN

CONCRETE PAVEMENT,

TYP.

5-NICHE HIGH,

DOUBLE-SIDED WALL, TYP.

DECORATIVE STONE

STRIP, SEE SPEC

SECTION 32 33 00, TYP.

RAMP, TYP.

COLUMBARIUM DIRECTORY,

SEE SIGNAGE PLAN, TYP.

3.00'

TYP.

8.00'

3.

TY

P.

LP1

LP2

LP3

LP4

LP5

LP6

LP7

LP8

LP9

LP10

LP11

LP12

LP13

LP14

LP15

LP16

LP17

LP18

LP19

LP20

CI702

CI702

CI702

CI702

CI702

CI702

CI703

CI702

CI703

CI702

CI703

CI703

CI703

CI703

CI703

CI703

CI704

CI704

CI704

CI704

7.

.0 0'

EQ

UA

L

PA

NE

LS

7.

EQ

PA

NE

LS

.0 0'

6.

.0

0'

HANDRAIL

FLOWER WATERING

STATION, SEE SITE

FURNISHINGS PLAN, TYP.

1/2

CI719

5.

EJEJEJEJEJEJEJ

EJ

EJ EJ

EJ

EJEJ

EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ

EJEJEJEJEJEJ

EJ EJ EJ EJ EJ EJ

EJ

EJ EJ EJ EJ EJ EJ

EJEJEJEJEJEJ

EJ EJ EJ EJ

EJ

EJ

9101112

COLUMBARIUM WALL

NUMBER, TYP.

STANDARD MOUNTABLE

CURB AND GUTTER

REVERSE MOUNTABLE

CURB AND GUTTER

DEPRESSED REVERSE

MOUNTABLE CURB AND

GUTTER

DEPRESSED REVERSE

MOUNTABLE CURB AND

GUTTER

CURB TRANSITION, TYP.

CURB TRANSITION, TYP.

REVERSE MOUNTABLE

CURB AND GUTTER

REVERSE MOUNTABLE

CURB AND GUTTER

CURB TRANSITION, TYP. DEPRESSED REVERSE

MOUNTABLE CURB AND

GUTTER

DEPRESSED REVERSE

MOUNTABLE CURB AND

GUTTER

STANDARD MOUNTABLE

CURB AND GUTTER

STANDARD MOUNTABLE

CURB AND GUTTER

COLUMBARIUM DIRECTORY,

SEE SIGNAGE PLAN, TYP.

6.00' 26.00'

10.00'

18.00'

4.

7.

.0 0'

EQ

UA

L

PA

NE

LS

5.

EQ

EQ

3.00'

LIMITS OF THICKENED

EDGE, TYP.

8' BENCH, SEE SITE FURNISHING PLAN,

TYP.; CENTER BENCHES ON WALLS

Layout Point Table

Point

LP1

LP2

LP3

LP4

LP5

LP6

LP7

LP8

LP9

LP10

LP11

LP12

LP13

LP14

LP15

LP16

LP17

LP18

LP19

LP20

Northing

1541342.4585

1541298.8678

1541343.4463

1541299.8552

1541334.7104

1541291.1194

1541335.6835

1541292.0924

1541326.9624

1541283.3713

1541313.4018

1541269.8107

1541314.3808

1541270.7897

1541305.6505

1541262.0595

1541306.6325

1541263.0415

1541297.9074

1541254.3167

Easting

2173783.5384

2173794.4173

2173766.8015

2173777.6790

2173752.4904

2173763.3680

2173735.7497

2173746.6273

2173721.4428

2173732.3203

2173667.1108

2173677.9884

2173650.3761

2173661.2537

2173636.0638

2173646.9414

2173619.3284

2173630.2059

2173605.0147

2173615.8936

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 : G

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J-2

1\2

_V

AN

CA

ID

IQ

SE

_G

EO

RG

IA

_N

AT

IO

NA

L_

CE

ME

TE

RY

_P

H2 \20

0C

AD

\51 _9

CM

CS

0-

CO

L

EN

LG

.D

W G

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

COLUMBARIUM 'C' SITE LAYOUT

PLAN: BASE BID

CS410

LEGEND

PEDESTRIAN CONCRETE PAVING

ASPHALT PAVING

CONTROL JOINT

BENCH

FLOWER WATER STATION

(TYPE 2)

86425 1010 0

Scale: 1" = 10'

NORTH

JEB 85

NOTES

1. SEE GI002 FOR GENERAL NOTES.

2. SEE SITE LAYOUT PLAN CS104 FOR ROAD LAYOUT.

3. ALL DIMENSIONS ARE PARALLEL OR PERPENDICULAR

FROM THE LAYOUT LINE.

N

KEY MAP

(NOT TO SCALE)

JDB

EXPANSION JOINT

DT504

4/7

DT504

CI520

CI521

DT504EJ

COLUMBARIUM C

LIMITS THICKENED EDGE OF

CONCRETE

DT504

5-NICHE HIGH, SINGLE

SIDED WALL

8' BENCH, SEE SITE FURNISHING PLAN, TYP.;

CENTER BENCHES ON WALLS

PEDESTRIAN CONCRETE

PAVEMENT, TYP.

FLOWER WATERING

STATION, SEE SITE

FURNISHINGS PLAN, TYP.

6.00'

TYP.

10.00'

TYP.

5-NICHE HIGH,

DOUBLE-SIDED WALL, TYP.

DECORATIVE GRAVEL

STRIP, TYP.

RAMP, TYP.

CI705

CI705

CI705

CI705

CI709

CI709 3

CI709

CI709

CI707

CI707

COLUMBARIUM DIRECTORY,

SEE SIGNAGE PLAN, TYP.

.0

0'

.0 0'

.0

0'

.0 0'

6.

3.

TY

P.

FLOWER WATERING

STATION, SEE SITE

FURNISHINGS PLAN, TYP.

1.00' (FROM FACE OF

NICHE UNIT, TYP.)

1.

FR

O M

F

AC

E O

F

NI

CH

E

UN

IT

, T

YP

10.00' 30.00' 10.00' 6.00'

TYP.

10.00'

TYP.

1.00' (FROM FACE OF

NICHE UNIT, TYP.)

5-NICHE HIGH, SINGLE

SIDED WALL

LP21

LP22

LP23

LP24

LP25

LP26

LP27

LP28

LP29

LP30

LP31

LP32

LP33

LP34 LP35

LP36

LP37

LP38

LP39

LP40

LP41

LP42

LP43

LP44

LP45

LP46

LP47

LP48

24.00' TYP. 8.00'8.00'

CI707

CI708

CI707

CI708

CI708

CI708

CI708

CI708

CI711

CI711

CI709

CI711

CI711

CI712

CI711

CI712

CI712

CI712

.0

0'

HANDRAIL

HANDRAIL

CONCRETE DRIP STRIP 6

CI715

COLUMBARIUM D

3 3 4 4

5 6

7 8

9 10

11 12

13 14

15 15 16 16

17 18

19 20

21 22

23 24

25 26

CI706

CI706

CI706

CI710

CI710

CI710

COLUMBARIUM DIRECTORY,

SEE SIGNAGE PLAN, TYP.

EJ EJ EJ EJ EJ EJ

EJEJEJEJEJ

EJ EJ EJ EJ EJ EJ EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ EJ

EJ

EJ

EJ

EJEJEJEJEJ

EJ EJEJ EJEJEJ

EJ EJ EJ

EJ

EJ EJ EJ EJ

EJ EJ EJ EJ EJ EJEJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ

EJ EJ EJ

EJ

EJ EJ

EJ EJ

EJ

EJ

EJ EJ EJ EJ EJ EJ EJ

EJ

EJ

EJ EJ

AREA DRAIN, SEE CG412

AND CG413

AREA DRAIN, SEE

CG412 AND CG413

10.00'

18.00'

LIMITS OF THICKENED

EDGE, TYP.

8' BENCH, SEE SITE FURNISHING PLAN, TYP.;

CENTER BENCHES ON AISLES

Layout Point Table

Point

LP21

LP22

LP23

LP24

LP25

LP26

LP27

LP28

LP29

LP30

LP31

LP32

LP33

LP34

LP35

LP36

LP37

LP38

LP39

LP40

Northing

1541372.2796

1541442.0114

1541434.4112

1541459.5632

1541388.2213

1541431.8124

1541387.2432

1541430.8342

1541395.9674

1541439.5585

1541394.9888

1541438.5799

1541403.7133

1541447.3043

1541464.4066

1541489.5588

1541494.0408

1541424.3121

1541417.2691

1541460.8602

Easting

2173570.3788

2173552.9781

2173548.4161

2173649.1982

2173582.4850

2173571.6074

2173599.2200

2173588.3424

2173613.5333

2173602.6557

2173630.2678

2173619.3903

2173644.5819

2173633.7044

2173668.6016

2173769.3842

2173761.8054

2173779.2075

2173698.9148

2173688.0372

Layout Point Table

Point

LP41

LP42

LP43

LP44

LP45

LP46

LP47

LP48

Northing

1541416.2908

1541459.8818

1541425.0152

1541468.6063

1541424.0370

1541467.6281

1541432.7594

1541476.3505

Easting

2173715.6488

2173704.7712

2173729.9631

2173719.0855

2173746.6976

2173735.8200

2173761.0119

2173750.1343

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 : G

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RO

J-2

1\2

_V

AN

CA

ID

IQ

SE

_G

EO

RG

IA

_N

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IO

NA

L_

CE

ME

TE

RY

_P

H2 \20

0C

AD

\51 _9

CM

CS

0-

CO

L

EN

LG

.D

W G

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

COLUMBARIUM 'C' AND 'D' SITE

LAYOUT PLAN: ADD ALTERNATE D

CS411

LEGEND

PEDESTRIAN CONCRETE PAVING

ASPHALT PAVING

CONTROL JOINT

BENCH

FLOWER WATER STATION

(TYPE 2)

86425 1010 0

Scale: 1" = 10'

NORTH

JEB 86

NOTES

1. SEE GI002 FOR GENERAL NOTES.

2. SEE SITE LAYOUT PLAN CS104 FOR ROAD LAYOUT.

3. ALL DIMENSIONS ARE PARALLEL OR PERPENDICULAR

FROM THE LAYOUT LINE.

N

KEY MAP

(NOT TO SCALE)

JDB

EXPANSION JOINT

DT504

CI520

CI520

DT504EJ

ADD ALTERNATE D:

CONSTRUCT (10) 5-NICHE HIGH

DOUBLE-SIDED COLUMBARIUM

WALLS AND (2) 5-NICHE HIGH

SINGLE-SIDED WALLS (WITH

APPURTENANCES), AND

ASSOCIATED CONCRETE PAVING

AND SITE FURNISHINGS

4/7

DT504

LIMITS THICKENED EDGE OF

CONCRETE

DT504

1106.81

1106.86

1107.17

1107.22

1104.42

1104.47

1106.67

1107.15 1107.15

1107.09 1107.15

1107.09

1107.15

1107.05 1107.55

1107.15 1107.07

1107.15 1107.07

1107.04

1106.97

1104.65

1104.58

1106.53 1104.28 1104.14

1104.62

1104.76 1104.70

1104.76 1104.70

1104.34 1103.85

1104.76 1104.68

1104.76 1104.68

1104.76

1104.661106.73

1107.15

1106.671106.61 1106.67 1106.61

1104.28 1104.22

1104.28 1104.22

2% SLOPE

1% S

LO

PE

1% S

LO

PE

1% S

LO

PE

1% S

LO

PE

1% S

LO

PE

1% S

LO

PE

2.0% SLOPE

7.5% SLOPE

2.3%

1126112

1107.17

1107.22

1107.17

1106.81

1107.08

1104.83

1104.78

2.3%

1104.76

1106.93 1106.87

1106.79 1106.73

1104.69 1104.54 1104.48

1104.39

1104.33

1106.53

1107.01

2% 2%2%

1106.61

1106.93 1106.87

1106.79 1106.73

1107.03

1107.15

1104.28

1104.76

2%

1104.76

1104.54 1104.48

1104.39 1104.33

1106.67

1104.14

2% 2%1104

COLUMBARIUM C

1107.42 (VIF) 1106.20 (VIF)

1106.30 (VIF) 1105.39 (VIF)

1104.96 (VIF) 1103.73 (VIF)

2 1

4 3

6 5

8 7

10 912 11

14 13

16 15

18 17

20 19

COLUMBARIUM WALL NUMBER

1107.22 1107.221107.22

1107.08

1% 1% 1% 1%

1107.03

1106.67 1106.81

1106.86

1106.811106.81

1104.83 1104.83

1104.78

1104.83

1104.78

1104.83

1104.64

1104.29

1104.64

1104.29

1104.42 1104.42

1104.47

1104.42 1104.42

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

COLUMBARIUM 'C' SITE GRADING

PLAN: BASE BID

CG410

LEGEND

86425 1010 0

Scale: 1" = 10'

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

JEB 87

MINOR CONTOUR (2 FOOT INTERVALS)

MAJOR CONTOUR1100

SLOPE ARROW3%

NOTES

1. SEE GI002 FOR GENERAL NOTES.

2. SEE GRADING PLANS (CG101-CG104) FOR

GRADING NOTES.

3. SEE SITE GRADING PLAN CG104 FOR ROAD

ELEVATIONS.

4. CONTRACTOR'S BID TO ASSUME ROCK REMOVAL

AS DEPICTED IN THE DRAWINGS. CONTRACTORS

TO REVIEW GEOTECHNICAL REPORT TO

PREPARE BID.

5. CONTRACTOR TO VERIFY IN THE FIELD (VIF)

ROAD GRADES. IF ROAD GRADES VARY FROM

SPOT GRADES SHOWN ON THIS PLAN ALERT

DESIGNER OF RECORD PRIOR TO

CONSTRUCTION OF COLUMBARIUM. AT THE

CONTRACTORS EXPENSE, THE CONTRACTOR IS

RESPONSIBLE FOR ACHIEVING GRADES SHOWN

ON THIS PLAN WITHIN ± 1/4" (ALLOWABLE

TOLERANCES).

N

KEY MAP

(NOT TO SCALE)

NORTH

JDB

2 1

4 3

6 5

8 7

10 912 11

14 13

16 15

18 17

20 19CO20 CO19 CO2 CO1

CO4 CO3

CO6 CO5

CO8 CO7

CO10 CO9CO12 CO11

CO14 CO13

CO16 CO15

CO18 CO17

CO21 CO22

INV. 1105.47

INV. 1105.47

INV. 1105.47

INV. 1105.47

INV. 1105.47

INV. 1105.33

INV. 1105.23

INV. 1105.19

INV. 1104.91

INV. 1104.69

INV. 1104.59 INV. 1104.27

INV. 1104.87

INV. 1104.05

INV. 1103.95

DAYLIGHT 1102.00

79 LF 6"

HDPE @ 2%

INV. 1103.09

INV. 1103.09

INV. 1103.09

INV. 1103.09

INV. 1103.09

INV. 1102.95

INV. 1102.85 INV. 1102.53

INV. 1102.81

INV. 1102.31

INV. 1102.21

INV. 1101.89

INV. 1102.49

INV. 1101.67

INV. 1101.57

DAYLIGHT 1100.00

79 LF 6"

HDPE @ 2%

27.5 LF 6"

HDPE @ 7.1%

17 LF 6" HDPE

@ 9.2%

SEE CG104 AND CU261

FOR PIPE AND STRUCTURE

INFORMATION, TYP.

SOLID STORM

WATER PIPE,

TYP.

COLUMBARIUM C

24 L.F. 4" HDPE @ 1.4%

17 L.F. 4" HDPE @ 4.7%

GC501 5

GC501

COLUMBARIUM WALL NUMBER

CLEANOUT IN LAWN 1

CI716

CLEANOUT IN LAWN 1

CI716

SEE CG104 AND CU261

FOR PIPE AND STRUCTURE

INFORMATION, 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…