922CM3006_GANC_Bid Documents_Plans_20-35.pdf

PDF 14 MB Posted Aug 10, 2022

Attached to: Y1FE--36C78622R0020 | Georgia NC; Expansion Ph 2 Construction 922CM3006 (VA-21-00103342)
Solicitation number: 36C78622R0020
Issued by: Department of Veterans Affairs National Cemetery Administration

About this file

Written by GovTribe AI · Dec 27, 2023

This federal contract opportunity solicitation requests construction services for the expansion of the Georgia National Cemetery in Canton, Georgia. The solicitation seeks a contractor to construct approximately 6,624 pre-placed double-depth crypts in 3'x8' plots, 362 oversized preplaced double-depth crypts in 5'x10' plots, 294 traditional full casket gravesites in 5'x10' plots, 6,944 in-ground cremation sites in 4'x4' plots, and 7,300 columbarium niches. The solicitation also requires associated site and infrastructure work. The contracting agency is the Department of Veterans Affairs National Cemetery Administration. The solicitation number is 36C78622R0020 and offers are due on February 25, 2023.

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COLUMBARIUM

EX. FLOWER

WATERING

STATION (TYP.)

24" HDPE

24"

HDPE

" H

DPE

18"

HDPE

18"

HDPE

18" HDPE

30" HDPE

18" HDPE

24" HDPE

18" HDPE

24" HDPE

30" HDPE

PVC UNDERDRAIN (T

YP.)

PVC UNDERDRAIN (T

YP.)

SECTION 13

(526 FULL

CASKET PLOTS)

SECTION 11

(1,746 PRE-PLACED

CRYPTS)

COMMITTAL

SHELTER #2

GARDEN

NICHE #3

UGE

UGE UGE UGE UGE UGE

UGE

UGC

UGC UGC UGC UGC UGC

UGC

C E

93+00

94+00

95+00

96+00

138+00

139+00

140+00

141+00

142+00

143+00

144+00

145+00

146+00 147+00

148+00

149+00

150+00

13+00

14+00

15+00

EX. FLOWER

WATERING

STATION (TYP.)

EX. WROUGHT

IRON FENCE/

GUARDRAIL (TYP.)

: 9

.05

PT: 95+56.80

PC: 96+59.88

PT: 13

8+16.

PC: 14

1+75.

EX. 8" D.I.P.

WATER MAIN

(TYP.)

EX. 6" PVC

IRRIGATION

MAIN (TYP.)

EX. 6" PVC

IRRIGATION

MAIN (TYP.)

EX. 6" PVC

IRRIGATION

MAIN (TYP.)

EX. 6" PVC

IRRIGATION

MAIN (TYP.)

EX. 6" PVC

IRRIGATION

MAIN (TYP.)

EX. 6" PVC

IRRIGATION

MAIN (TYP.)

EX. 6" PVC

IRRIGATION

MAIN (TYP.)

EX. 6" PVC

IRRIGATION

MAIN (TYP.)

30" HDPE

4" PERFORATED PVC

UNDERDRAIN (TYP.)

47 25

27 83

22 20

41 90

42 54

41 88

44 39

1156 1154

1148 1146

SECTION 15

2,146 PRE-PLACED CRYPTS

(WITHIN 3'x8' PLOTS)

SECTION 14B

1,164 IN-GROUND

CREMAIN SITES

(WITHIN 4'x4' PLOTS)

SECTION 12B

528 IN-GROUND

CREMAIN SITES

(WITHIN 4'x4' PLOTS)

SECTION 14A

928 IN-GROUND

CREMAIN SITES

(WITHIN 4'x4' PLOTS)

SECTION 14D

1,276 IN-GROUND

CREMAIN SITES

(WITHIN 4'x4' PLOTS)

SECTION 14C

928 IN-GROUND

CREMAIN SITES

(WITHIN 4'x4' PLOTS)

SECTION 12A

512 IN-GROUND

CREMAIN SITES

(WITHIN 4'x4' PLOTS)

SECTION 12C

422 IN-GROUND

CREMAIN SITES

(WITHIN 4'x4' PLOTS)

SECTION 12D

1,186 IN-GROUND

CREMAIN SITES

(WITHIN 4'x4' PLOTS)

SEC

113 0

113 4

113 2

113 8

114 2

113 4

114 0

113 2

113 6

1 1

3 2

3 0

114 2

Sd2

12"

HDPE

12"

HDPE

12"

HDPE

12"

HDPE

E&S STRUCTURAL PRACTICES

A crushed stone pad located at the construction site exit to provide a place for removing mud from tires thereby protecting public streets.

A small temporary barrier or dam constructed across a swale, drainage ditch or area of concentrated flow.

Co CONSTRUCTION

EXIT

CODE PRACTICE DETAIL DESCRIPTIONMAP

SYMBOL

Establishing a permanent vegetative cover such as trees, shrubs, vines, grasses, or legumes on disturbed areas.

Establishing a temporary vegetative cover with fast growing seedings on disturbed areas.

Establishing temporary protection for disturbed areas where seedlings may not have a suitable growing season to produce an erosion retarding cover.

Ds1

Ds3

DISTURBED AREA

STABILIZATION

(WITH MULCHING

ONLY)

DISTURBED AREA

STABILIZATION

(WITH PERM

SEEDING)

DISTURBED AREA

STABILIZATION

(WITH TEMP

SEEDING)

Ds2

A basin created by excavation or a dam across a waterway. The surface water runoff is temporarily stored allowing the bulk of the sediment to drop out.

An impounding area created by excavating around a storm drain drop inlet. The excavated area will be filled and stabilized on completion of construction activities.

An earth channel or dike located above, below, or across a slope to divert runoff. This may be a temporary or permanent structure.

Sd2

Sd3

INLET

SEDIMENT

TRAP

TEMPORARY

SEDIMENT

BASIN

(LABEL)

Sd3

A paved or short section of riprap channel at the outlet of a storm drain system preventing erosion from the concentrated runoff.

STORMDRAIN

OUTLET

PROTECTION

To protect desirable trees from injury during construction activity.

TREE

PROTECTIONTr

(DENOTE TREE CENTERS)

CHECKDAM

DIVERSION

A barrier to prevent sediment from leaving the construction site. It may be sandbags, bales of straw or hay, brush, logs and poles, gravel, or a silt fence.

Sd1 SEDIMENT

BARRIER

(TYPE C)

Ds3

Ds2

Ds1

DRAINAGE DIVIDE

EROSION & SEDIMENT CONTROL LEGEND

SYMBOLKEY DESCRIPTION

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

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

\33

\08

\C D2

\G C-

3.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

NORTH

GRAPHICAL SCALE: 1"=30'

30 15 0 30 60 90

GC110

EROSION & SEDIMENT CONTROL

PLAN PHASE 3

KEY MAP

(NOT TO SCALE)

321 4

WATERING

STATION (TYP.)

18" HDPE

" H

18" HDPE

" H

DPE

18"

HDPE

18"

HDPE

18" HDPE

" H

30" HDPE

18" HDPE

EX. 6" PVC ROOF

DRAIN (TYP.)

EX. FLAG

SLEEVE (TYP.)

EX. CARILLON

CORTEGE

ASSEMBLY

EX. FIRE

HYDRANT

(TYP.)

SECTION 13

(526 FULL

CASKET PLOTS)

EX. SANITARY

SEWER SEPTIC

FIELD (TYP.)

VETERAN CEMETERY ROAD

PUBLIC

INFORMATION

CENTER

EX. ELECTRICAL

ESM'T (TYP.)

UGE

UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE

UGE

UGC

UGC UGC UGC

UGC

UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC

UGC

UGE

UGC

EX. TELEVISION

PEDESTAL (TYP.)

EX. ELECTRIC

TRANSFORMER

EX. ELECTRIC

METER (TYP.)

PUBLIC

INFORMATION

CENTER

EX. CONCRETE

SIDEWALK (TYP.)

EX. CONCRETE

SIDEWALK (TYP.)

EX. SITE

SIGNAGE

(TYP.)

EX. UNDERGROUND

ELECTRICAL

CONDUIT (TYP.)

EX. UNDERGROUNDCOMMUNICATIONS

CONDUIT (TYP.)

EX. MOUNTABLE

CONCRETE CURB &

GUTTER (TYP.)

EX. MOUNTABLE

CONCRETE CURB &

GUTTER (TYP.)

EX. MOUNTABLE

CONCRETE CURB &

GUTTER (TYP.)

EX. DEPRESSED

MOUNTABLE

CONCRETE CURB &

GUTTER (TYP.)

EX. CONCRETE

SIDEWALK (TYP.)

EX. MOUNTABLE

CONCRETE CURB &

GUTTER (TYP.)

EX. TRAFFIC

SIGNAGE

(TYP.)

EX. 8" D.I.P.

WATER

MAIN (TYP.)

EX. WATER

ESM'T (TYP.)

EX. 8" D.I.P. WATERMAIN (TYP.)

EX. FLAG

SLEEVE (TYP.)

EX. 1.5" PVC

SERVICE

LINE (TYP.)

EX. UNDERGROUND

ELECTRICAL

CONDUIT (TYP.)

EX. UNDERGROUND

COMMUNICATIONS

CONDUIT (TYP.)

EX. CONCRETE

SIDEWALK (TYP.)

88+00

89+00

90+00

91+00

92+00

93+00

94+00

95+00

150+00

+00

11+00

12+00

13+

14+00

15+00

16+00

17+00

18+00

11+00

12+00

OHE

EX. SITE

SIGNAGE

(TYP.)

EX. OVERHEAD

POWER LINES

(TYP.)

: 9

.05

PT: 152+25.80

EX. 8" D.I.P.

WATER MAIN

(TYP.)

EX. 6" PVC

IRRIGATION

MAIN (TYP.)

EX. 6" PVC

IRRIGATION

MAIN (TYP.)

EX. CONCRETE

SIDEWALK (TYP.)

EX. CONCRETE

SIDEWALK (TYP.)

EX. CONCRETE

WALKWAY &

MONUMENT

EX. WATER

FOUNTAIN

EX. 4,000 GAL. SEPTICTANKS & 1,500 GAL.DOSING TANK

EX. ELECTRICAL

JUNCTION BOX (TYP.)

EX. ELECTRICAL

JUNCTION BOX /HAND HOLE (TYP.)

EX. SITE

SIGNAGE

(TYP.)

EX. 4" PVC SAN.

SEW. LATERAL

EX. SAN. SEW.

PRESSURE

DIST. VALVE

30" HDPE

EX. 1.5" PVC

SERVICE

LINE (TYP.)

EX. SEDIMENT

BASIN "L"

1160 1156

108810861084

1078107610741072 1068106610641062

52105

410421040

11681168

155+00

156+00

157+00

158+00

+00

160+00

161+00

PC: 153+63.69

: 1

1.4

: 1

8.4

PT: 158+91.69

PC: 159+18.87

SEC

1138 1138

110211001098

1138 1138

"C"=

D.A.= AC.

TO STRC.12

0.88 0.37

"C"=

D.A.= AC.

TO STRC.13

0.15 0.77

"C"=

D.A.= AC.

TO STRC.11

0.21 0.38

"C"=

D.A.= AC.

TO STRC.10

0.76 0.34

"C"=

D.A.= AC.

TO STRC.9

0.21 0.43

"C"=

D.A.= AC.

TO STRC.19

0.03 0.90

"C"=

D.A.= AC.

TO STRC.18

0.04 0.90

"C"=

D.A.= AC.

TO STRC.17

0.05 0.90

"C"=

D.A.= AC.

TO STRC.16

0.12 0.53

"C"=

D.A.= AC.

TO STRC.8

0.30 0.39

Sd2

Ds3

Sd2

15" HDPE

E&S STRUCTURAL PRACTICES

A crushed stone pad located at the construction site exit to provide a place for removing mud from tires thereby protecting public streets.

A small temporary barrier or dam constructed across a swale, drainage ditch or area of concentrated flow.

Co CONSTRUCTION

EXIT

CODE PRACTICE DETAIL DESCRIPTIONMAP

SYMBOL

Establishing a permanent vegetative cover such as trees, shrubs, vines, grasses, or legumes on disturbed areas.

Establishing a temporary vegetative cover with fast growing seedings on disturbed areas.

Establishing temporary protection for disturbed areas where seedlings may not have a suitable growing season to produce an erosion retarding cover.

Ds1

Ds3

DISTURBED AREA

STABILIZATION

(WITH MULCHING

ONLY)

DISTURBED AREA

STABILIZATION

(WITH PERM

SEEDING)

DISTURBED AREA

STABILIZATION

(WITH TEMP

SEEDING)

Ds2

A basin created by excavation or a dam across a waterway. The surface water runoff is temporarily stored allowing the bulk of the sediment to drop out.

An impounding area created by excavating around a storm drain drop inlet. The excavated area will be filled and stabilized on completion of construction activities.

An earth channel or dike located above, below, or across a slope to divert runoff. This may be a temporary or permanent structure.

Sd2

Sd3

INLET

SEDIMENT

TRAP

TEMPORARY

SEDIMENT

BASIN

(LABEL)

Sd3

A paved or short section of riprap channel at the outlet of a storm drain system preventing erosion from the concentrated runoff.

STORMDRAIN

OUTLET

PROTECTION

To protect desirable trees from injury during construction activity.

TREE

PROTECTIONTr

(DENOTE TREE CENTERS)

CHECKDAM

DIVERSION

A barrier to prevent sediment from leaving the construction site. It may be sandbags, bales of straw or hay, brush, logs and poles, gravel, or a silt fence.

Sd1 SEDIMENT

BARRIER

(TYPE C)

Ds3

Ds2

Ds1

DRAINAGE DIVIDE

EROSION & SEDIMENT CONTROL LEGEND

SYMBOLKEY DESCRIPTION

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

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

\33

\08

\C D2

\G C-

3.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

NORTH

GRAPHICAL SCALE: 1"=30'

30 15 0 30 60 90

GC111

EROSION & SEDIMENT CONTROL

PLAN PHASE 3

KEY MAP

321 4

E&S STRUCTURAL PRACTICES

A crushed stone pad located at the construction site exit to provide a place for removing mud from tires thereby protecting public streets.

A small temporary barrier or dam constructed across a swale, drainage ditch or area of concentrated flow.

Co CONSTRUCTION

EXIT

CODE PRACTICE DETAIL DESCRIPTIONMAP

SYMBOL

Establishing a permanent vegetative cover such as trees, shrubs, vines, grasses, or legumes on disturbed areas.

Establishing a temporary vegetative cover with fast growing seedings on disturbed areas.

Establishing temporary protection for disturbed areas where seedlings may not have a suitable growing season to produce an erosion retarding cover.

Ds1

Ds3

DISTURBED AREA

STABILIZATION

(WITH MULCHING

ONLY)

DISTURBED AREA

STABILIZATION

(WITH PERM

SEEDING)

DISTURBED AREA

STABILIZATION

(WITH TEMP

SEEDING)

Ds2

A basin created by excavation or a dam across a waterway. The surface water runoff is temporarily stored allowing the bulk of the sediment to drop out.

An impounding area created by excavating around a storm drain drop inlet. The excavated area will be filled and stabilized on completion of construction activities.

An earth channel or dike located above, below, or across a slope to divert runoff. This may be a temporary or permanent structure.

Sd2

Sd3

INLET

SEDIMENT

TRAP

TEMPORARY

SEDIMENT

BASIN

(LABEL)

Sd3

A paved or short section of riprap channel at the outlet of a storm drain system preventing erosion from the concentrated runoff.

STORMDRAIN

OUTLET

PROTECTION

To protect desirable trees from injury during construction activity.

TREE

PROTECTIONTr

(DENOTE TREE CENTERS)

CHECKDAM

DIVERSION

A barrier to prevent sediment from leaving the construction site. It may be sandbags, bales of straw or hay, brush, logs and poles, gravel, or a silt fence.

Sd1 SEDIMENT

BARRIER

(TYPE C)

Ds3

Ds2

Ds1

DRAINAGE DIVIDE

EROSION & SEDIMENT CONTROL LEGEND

SYMBOLKEY DESCRIPTION

UGE

OHE

EX. WETLAND W3

00 1090

1100 1110

10521054105610581060

10621064

1066106810701072 107410761078

1080108210841086108810901092

109410961098

11001102

11041106

11081110111211141116111811201122112411261128

10981050

1118 1116

14 11

11681168

10421044

110811061104

8 1096

COLUMBARIUM D

4,100 GARDEN NICHES

160+00

161+00

162+00

163+00

PT: 158+91.69

PC: 159+18.87

: 1

2.6

SECTION 17

2,156 PRE-PLACED CRYPTS

(WITHIN 3'x8' PLOTS)

164+00

165+00

166+00

167+00

: 1

4.2

PT: 166+62.86

12+00

13+00

14+00

15+00

15+81

PC: 10+97.88

: 1

.23

: 1

.49

PT: 14+67.24

COLUMBARIUM C

3,200 GARDEN NICHES

SEC

1114 11

1124 11

1 1 0 811

1 4

110 0

1118 1116

110211001098

28 11

26 11 24 11

22 11 20 11

18 11 16 11

1 1 161 1

2 0

12 11

111011121114

110 2

110 0 10 9 8

110 2 110 0

10 9 8

110 6

11001098

110 0

1114 1112

1108 1106

06 11

04 11 02 11 00 10

98 10 96 10

94 10 92 10

1118 1094

0 8

110 2

"C"=

D.A.= AC.

TO STRC.9

0.21 0.43

"C"=

D.A.= AC.

TO STRC.7

1.39 0.32

"C"=

D.A.= AC.

TO STRC.27

0.16 0.51

"C"=

D.A.= AC.

TO STRC.23

0.30 0.46

"C"=

D.A.= AC.

TO STRC. 14

0.61 0.44

"C"=

AC.

TO STRC.17

0.05

0.90

"C"=

D.A.= AC.

TO STRC.16

0.12 0.53

"C"=

D.A.= AC.

TO STRC.15

0.24 0.51

"C"=

D.A.= AC.

TO STRC.8

0.30 0.39

"C"=

D.A.= AC.

TO STRC.6

0.07 0.67

"C"=

D.A.= AC.

TO STRC.22

0.09 0.62

"C"=

D.A.= AC.

TO STRC.30

0.06 0.63

"C"=

D.A.= AC.

TO STRC.26

0.46 0.70

"C"=

D.A.= AC.

TO STRC.25

0.34 0.78

"C"=

D.A.= AC.

TO STRC. 31

0.16 0.56

"C"=

D.A.= AC.

TO STRC. 28

0.07 0.34

"C"=

D.A.= AC.

TO STRC.24

0.27 0.51

Sd2

Sd2 Sd2

Sd2

Ds3

Sd2 Sd2

Sd2

Ds3

15" HDPE

" H

15" HDPE

18" HDPE

" H

15" HDPE

12" HDPE

15"x12" TEE

8" HDPE

DB2

26A

DB1

8" HDPE

C10

C11

C12

C13

18" HDPE

8" HDPE

8" HDPE 26B

14 11

COLUMBARIUM D

4,100 GARDEN NICHES

: 1

.49

1114 1112

0 6 11

Ds3Sd2 Sd2

Sd2

8" HDPE

26A

DB1

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

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

\33

\08

\C D2

\G C-

3.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

NORTH

GRAPHICAL SCALE: 1"=30'

30 15 0 30 60 90

GC112

EROSION & SEDIMENT CONTROL

PLAN PHASE 3

KEY MAP

(NOT TO SCALE)

321 4

MATCHLINE

SEE BELOW

MATCHLINE

SEE BELOW

E&S STRUCTURAL PRACTICES

A crushed stone pad located at the construction site exit to provide a place for removing mud from tires thereby protecting public streets.

A small temporary barrier or dam constructed across a swale, drainage ditch or area of concentrated flow.

Co CONSTRUCTION

EXIT

CODE PRACTICE DETAIL DESCRIPTIONMAP

SYMBOL

Establishing a permanent vegetative cover such as trees, shrubs, vines, grasses, or legumes on disturbed areas.

Establishing a temporary vegetative cover with fast growing seedings on disturbed areas.

Establishing temporary protection for disturbed areas where seedlings may not have a suitable growing season to produce an erosion retarding cover.

Ds1

Ds3

DISTURBED AREA

STABILIZATION

(WITH MULCHING

ONLY)

DISTURBED AREA

STABILIZATION

(WITH PERM

SEEDING)

DISTURBED AREA

STABILIZATION

(WITH TEMP

SEEDING)

Ds2

A basin created by excavation or a dam across a waterway. The surface water runoff is temporarily stored allowing the bulk of the sediment to drop out.

An impounding area created by excavating around a storm drain drop inlet. The excavated area will be filled and stabilized on completion of construction activities.

An earth channel or dike located above, below, or across a slope to divert runoff. This may be a temporary or permanent structure.

Sd2

Sd3

INLET

SEDIMENT

TRAP

TEMPORARY

SEDIMENT

BASIN

(LABEL)

Sd3

A paved or short section of riprap channel at the outlet of a storm drain system preventing erosion from the concentrated runoff.

STORMDRAIN

OUTLET

PROTECTION

To protect desirable trees from injury during construction activity.

TREE

PROTECTIONTr

(DENOTE TREE CENTERS)

CHECKDAM

DIVERSION

A barrier to prevent sediment from leaving the construction site. It may be sandbags, bales of straw or hay, brush, logs and poles, gravel, or a silt fence.

Sd1 SEDIMENT

BARRIER

(TYPE C)

Ds2

Ds1

DRAINAGE DIVIDE

LIMITS OF WORK

EROSION & SEDIMENT CONTROL LEGEND

SYMBOLKEY DESCRIPTION

LIMITS OF CLEARING

FAMILY ROOM

256 SF

155+00

PC: 153+63.69

: 1

1.4

: 1

8.4

18" HDPE

EX. 6" PVC ROOF

DRAIN (TYP.)

EX. FLAG

SLEEVE (TYP.)

CORTEGE

ASSEMBLY

EX. FIRE

HYDRANT

(TYP.)

EX. SANITARY

SEWER SEPTIC

FIELD (TYP.)

VETERAN CEMETERY ROAD

PUBLIC

INFORMATION

CENTER

EX. SEGMENTAL RETAINING

WALL W/ ORNAMENTAL

PICKET FENCE ABOVE (TYP.)

EX. GUARD

RAIL (TYP.)

UGE

UGC

UGC UGC

UGC

UGE

UGC

EX. TELEVISION

PEDESTAL (TYP.)C

EX. ELECTRIC

TRANSFORMER

EX. ELECTRIC

METER (TYP.)

PUBLIC

INFORMATION

CENTER

EX. CONCRETE

SIDEWALK (TYP.)

EX. CONCRETE

SIDEWALK (TYP.)

EX. SITE

SIGNAGE

(TYP.)

EX. UNDERGROUND

ELECTRICAL

CONDUIT (TYP.)

EX. UNDERGROUND

COMMUNICATIONS

CONDUIT (TYP.)

EX. MOUNTABLE

CONCRETE CURB &

GUTTER (TYP.)

EX. MOUNTABLE

CONCRETE CURB &

GUTTER (TYP.)

EX. MOUNTABLE

CONCRETE CURB &

GUTTER (TYP.)

EX. DEPRESSED

MOUNTABLE

CONCRETE CURB &

GUTTER (TYP.)

EX. CONCRETE

SIDEWALK (TYP.)

EX. MOUNTABLE

CONCRETE CURB &

GUTTER (TYP.)

EX. TRAFFIC

SIGNAGE

(TYP.)

EX. 8" D.I.P.

WATER

MAIN (TYP.)

EX. WATER

ESM'T (TYP.)

EX. 8" D.I.P. WATER

MAIN (TYP.)

EX. FLAG

SLEEVE (TYP.)

EX. 1.5" PVC

SERVICE

LINE (TYP.)

EX. UNDERGROUND

ELECTRICAL

CONDUIT (TYP.)

EX. UNDERGROUND

COMMUNICATIONS

CONDUIT (TYP.)

EX. CONCRETE

SIDEWALK (TYP.)

87+00

88+00

89+00

90+00

11+00

12+00

13+

14+00

15+0016+00

17+00

18+00

11+00

12+00

OHE

EX. SITE

SIGNAGE

(TYP.)

EX. CONCRETE

SIDEWALK (TYP.)

EX. CONCRETE

WALKWAY &

MONUMENT

EX. WATER

FOUNTAIN

EX. 4,000 GAL. SEPTIC

TANKS & 1,500 GAL.

DOSING TANK

EX. ELECTRICAL

JUNCTION BOX (TYP.)

EX. ELECTRICAL

JUNCTION BOX /

HAND HOLE (TYP.)

EX. SITE

SIGNAGE

(TYP.)

EX. 4" PVC SAN.

SEW. LATERAL

EX. SAN. SEW.

PRESSURE

DIST. VALVE

EX. 1.5" PVC

SERVICE

LINE (TYP.)

11681168

FAMILY ROOM

256 SF

155+00

PC: 153+63.69

: 1

1.4

: 1

8.4

54 51

TOP

54 39

TOP

53 59

TOP

54 05

TOP

Sd2

Sd1-NS

Sd2

TPTPTP

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

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

\33

\08

\C D2

\G C-

3.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

GC403

EROSION & SEDIMENT CONTROL PLAN

PHASE 3 - ADD ALTERNATE OPTION B

KEY MAP

(NOT TO SCALE)

P.I.C.

NORTH

GRAPHICAL SCALE: 1"=20'

20 10 0 20 40 60

GC501

EROSION & SEDIMENT CONTROL

DETAILS

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

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

\33

\08

\C D2

\G C-

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

CoNOT TO SCALE

CRUSHED STONE CONSTRUCTION EXIT1

SILT FENCE - TYPE NON-SENSITIVE

SIDE VIEW

FLOW

18" MIN.

30" MIN. *

6' MAX. O.C.

FABRIC

TRENCH

18" MIN.

30" MIN.

FRONT VIEW

NOTES:

1. USE STEEL POSTS AND WWF AS SPECIFIED BY THE EROSION, SEDIMENTATION, AND

POLLUTION CONTROL PLAN.

2. HEIGHT (*) IS TO BE SHOWN ON THE EROSION, SEDIMENTATION, AND POLLUTION

CONTROL PLAN.

CRUSHED STONE CONSTRUCTION EXIT

EXIT DIAGRAM

NOTES:

1. AVOID LOCATING ON STEEP SLOPES OR AT CURVES ON PUBLIC ROADS.

2. REMOVE ALL VEGETATION AND OTHER UNSUITABLE MATERIAL FROM THE FOUNDATION AREA, GRADE, AND

CROWN FOR POSITIVE DRAINAGE.

3. AGGREGATE SIZE SHALL BE IN ACCORDANCE WITH NATIONAL STONE ASSOCIATION R-2 (1.5"-3.5" STONE).

4. GRAVEL PAD SHALL HAVE A MINIMUM THICKNESS OF 6".

5. PAD WIDTH SHALL BE EQUAL FULL WIDTH AT ALL POINTS OF VEHICULAR EGRESS, BUT NO LESS THAN 20'.

6. A DIVERSION RIDGE SHOULD BE CONSTRUCTED WHEN GRADE TOWARD PAVED AREA IS GREATER THAN 2%..

7. INSTALL PIPE UNDER THE ENTRANCE IF NEEDED TO MAINTAIN DRAINAGE DITCHES.

8. WHEN WASHING IS REQUIRED, IT SHOULD BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT

DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN (DIVERT ALL SURFACE RUNOFF AND

DRAINAGE FROM THE ENTRANCE TO A SEDIMENT CONTROL DEVICE).

9. WASHRACKS AND/OR TIRE WASHERS MAY BE REQUIRED DEPENDING ON SCALE AND CIRCUMSTANCE. IF NECESSARY, WASHRACK DESIGN MAY CONSIST OF ANY MATERIAL SUITABLE FOR TRUCK TRAFFIC THAT

REMOVE MUD AND DIRT.

10.MAINTAIN AREA IN A WAY THAT PREVENTS TRACKING AND/OR FLOW OF MUD ONTO PUBLIC

RIGHTS-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEANOUT OF ANY MEASURES USED

TO TRAP SEDIMENT.

6" MIN.

50' MIN.

20' MIN.

FLOW

ENTRANCE ELEVATION

(IF NEEDED)

NOTES:

1. DESIGN IS FOR SLOPES NO GREATER THAN 5%

(NOT DESIGNED FOR CONCENTRATED FLOWS).

2. THE STEEL POSTS SUPPORTING THE SILT FENCE

MATERIAL SHOULD BE SPACED EVENLY AROUND

THE PERIMETER OF THE INLET (MAXIMUM OF 3'

APART).

3. THE STEEL POSTS SHOULD BE SECURELY DRIVEN

AT LEAST 18" DEEP.

4. THE FABRIC SHOULD BE ENTRENCHED AT LEAST

12" AND THEN BACKFILLED WITH CRUSHED STONE

OR COMPACTED SOIL.

FABRIC WITH WIRE-BACKING SUPPORT

GATHER EXCESS AT CORNERS

WIRE-BACKING

*FABRIC ENTRENCHED AT

LEAST 12" AND BACKFILLED

WITH CRUSHED STONE OR

COMPACTED SOIL.

BURIED FABRIC

STAKE

CRUSHED STONE OR COMPACTED SOIL

DROP INLET WITH GRATE

FABRIC AND SUPPORTING FRAME FOR

STEEL FRAME AND SILT FENCE INSTALLATION

INLET PROTECTION

NOTE:

1. HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 12 INCH OPENINGS SHALL BE FITTED OVER ALL

BLOCK OPENINGS TO HOLD GRAVEL IN PLACE.

2. THE FOUNDATION SHOULD BE EXCAVATED AT LEAST 2 INCHES BELOW THE CREST OF THE STORM

DRAIN. THE FIRST ROW OF BLOCKS WILL BE PLACED HERE FOR LATERAL SUPPORT.

3. ONE BLOCK (AS SHOWN) IS TO BE PLACED ON EACH SIDE OF THE STRUCTURE ON ITS SIDE IN THE

BOTTOM ROW TO ALLOW FOR POOL DRAINAGE.

FOUNDATION SET 2" BELOW

CREST OF STORM DRAIN

SEDIMENT DROP INLET

W/ GRATE

TEMPORARY

SEDIMENT POOL

GRAVEL

DEWATERING

RUNOFF WATER

WITH SEDIMENT

WIRE SCREEN

BLOCK AND GRAVEL SECTION

BLOCK AND GRAVEL DROP INLET PROTECTION

WIRE SCREEN

DROP INLET GRATE

GRAVEL FILTER SHOULD

HAVE SLOPE OF 2:1

CONCRETE BLOCK

DEWATERING

BLOCK AND GRAVEL PERSPECTIVE

RIPRAP APRON

PIPE OUTLET TO WELL DEFINED CHANNEL

PLAN

RIPRAP APRON

SECTION A-A

PLAN

FILTER BLANKET

FILTER

BLANKETSECTION A-A

PIPE OUTLET TO FLAT AREA -- NO WELL DEFINED CHANNEL

RIPRAP OUTLET PROTECTION

NOTES:

1. La IS THE LENGTH OF THE RIPRAP

APRON.

2. D = 1.5 TIMES THE MAXIMUM STONE

DIAMETER BUT NOT LESS THAN 6".

3. IN A WELL-DEFINED CHANNEL, EXTEND

THE APRON UP THE CHANNEL BANKS TO

AN ELEVATION OF 6" ABOVE THE

MAXIMUM TAILWATER DEPTH OR TO THE

TOP OF THE BANK (WHICHEVER IS LESS).

4. A FILTER BLANKET OR FILTER FABRIC

SHOULD BE INSTALLED BETWEEN THE

RIPRAP AND THE SOIL FOUNDATION.

TO BE SHOWN ON EROSION, SEDIMENTATION

AND POLLUTION CONTROL PLAN

2:1

GEOTEXTILE***,

POLYETHYLENE OR

GRASS LINER

2:1

GEOTEXTILE ALONE***

CLASS 1 RIP-RAP/SANDBAG

WITH GEOTEXTILE

* 6' MINIMUM OR WIDTH OF EXISTING STREAM (WHICHEVER IS GREATER)

** SEDIMENT BARRIER AND FILTER CLOTH SHOULD BE ENTRENCHED IN THE SAME TRENCH.

***GEOTEXTILE SHALL BE SPECIFIED IN ACCORDANCE WITH AASHTO M288-96 SECTION 7.5

TYPE A DIVERSION

TYPE B DIVERSION

TYPE C DIVERSION

DIVERSION STABILIZATION: CHANNELS SHALL BE STABILIZED IN ACCORDANCE WITH ITEM 5 OF THE

CONSTRUCTION SPECIFICATIONS.

Sd1-NSNOT TO SCALE SILT FENCE - TYPE NON-SENSITIVE (TYPE C)2 Sd2-BgNOT TO SCALE

INLET SEDIMENT TRAP (BLOCK & GRAVEL)3 Sd2-F

StNOT TO SCALE STORM DRAIN OUTLET PROTECTION5 DiNOT TO SCALE

DIVERSION6

NOT TO SCALE

INLET SEDIMENT TRAP (FILTER FABRIC)4

TREE PROTECTION

"SNOW" FENCE

PLAN

CROSS-SECTION

MIN. 4'

NOTES:

1. USE TRENCHER (I.E. DITCH WHICH) TO CUT A 4"-5" W X 18" D TRENCH ALONG

DRIP LINE (LIMIT OF CLEARING) AND BACKFILL WITH SAND AND LIGHTLY COMPACT.

2. SPACE STAKES AT INTERVALS SUFFICIENT TO MAINTAIN ALL FENCING OUT OF

DRIP LINE OR AS SHOWN BY ENGINEER (SET STAKES NO GREATER THAN 6 FEET

ON CENTER-REBAR IS NOT TO BE USED FOR STAKES).

3. MAINTAIN FENCE BY REPAIRING AND/OR REPLACING DAMAGED FENCE. DO NOT

REMOVE FENCING PRIOR TO LANDSCAPING OPERATIONS.

4. DO NOT STORE OR STACK MATERIALS, EQUIPMENT, OR VEHICLES WITHIN FENCED

AREA.

5. FENCE SHALL BE ORANGE VINYL "SNOW FENCE" 4' HIGH MINIMUM.

TrNOT TO SCALE

TREE PROTECTION (SNOW FENCE)7

GC502

EROSION & SEDIMENT CONTROL

DETAILS

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

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

\33

\08

\C D2

\G C-

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

Ds3NOT TO SCALE

DISTURBED AREA STABILIZATION (PERM. VEGETATION)3

Ds1NOT TO SCALE DISTURBED AREA STABILIZATION (MULCHING)1 Ds2NOT TO SCALE

DISTURBED AREA STABILIZATION (TEMP. SEEDING)2

GC503

EROSION & SEDIMENT CONTROL

DETAILS

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

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

\33

\08

\C D2

\G C-

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

TEMPORARY SEDIMENT TRAP

ROCK OUTLET

COURTESY OF CITY OF KNOXVILLE BMP EROSION AND SEDIMENT

RECOMMENDED MINIMUM RATIO

OF LENGTH-TO-WIDTH (L:W) IS 2:1

FLOW

MINIMUM DISTANCE 1.5' TO SPILLWAY INVERT

MAXIMUM DEPTH

MINIMUM TOP WIDTH = EMBANKMENT

HEIGHT (3 FOOT MINIMUM)

5.5' MIN.

TYPICAL WIDTH = 3 FEET

5.5' MAX.

SPILLWAY WIDTH

CROSS-SECTION

PROFILE THROUGH EMBANKMENT

FIRMLY "KEY EMBANKMENT

INTO NATURAL GROUND

TOP OF BERM

MAXIMUM TOP WIDTH ~3'

MAXIMUM SLOPES 2:1

EMERGENCY

SPILLWAY (MIN.

DEPTH = 1.5')

EXCAVATED MATERIAL WILL INCREASE

STORAGE VOLUME AND PROVIDE FILL

MATERIAL

MAXIMUM SLOPES 2:1

MAXIMUM SLOPE 2:1

SEE APPENDIX C FOR STONE SIZING

(67) CUBIC YARDS PER ACRE)

TYPICAL RIP-RAP DEPTH FOR

OVERFLOW WEIR = 2 FEET

ADDITIONAL VOLUME FOR SILT

STORAGE (OPTIONAL)

NATURAL GROUND

COMPACT FILL IN

MAXIMUM 6" LAYERS

GEOTEXTILE FABRIC BETWEEN

SOIL AND RIP-RAP

RIP-RAP

GEOTEXTILE FABRIC

(KEYED INTO GROUND)

Sd4NOT TO SCALE

TEMPORARY SEDIMENT TRAP (ROCK OUTLET)3

Ds4NOT TO SCALE DISTURBED AREA STABILIZATION (SODDING)1 DuNOT TO SCALE

DUST CONTROL ON DISTURBED AREAS2

24"

HDPE

18" HDPE

" H

18" HDPE

24" HDPE

" H

30" HDPE

18" HDPE

FLAG ASSEMBLY AREA

EX. MEMORIAL

WALKWAY

EX. POW

FLAG AREA

EX. MEMORIAL SECTIONS

INTERMENT AREA #3

SECTION 6

(1,360 FULL

CASKET PLOTS)

SECTION 5

(1,332 FULL CASKET

PLOTS)

SECTION 4

(1,252 FULL CASKET

PLOTS)

SECTION 2

(1,552 FULL CASKET

PLOTS)

SECTION 8

(1,746 PRE-PLACED

CRYPTS)

SECTION 9

(1,746 PRE-PLACED

CRYPTS)

SECTION 10

(1,746 PRE-PLACED

CRYPTS)

SCATTER

GARDEN

COMMITTAL

SHELTER #2

GARDEN

NICHE #3

GARDEN

NICHE #2

GARDEN

NICHE #1

UGE

UGEUGEUGEUGE

UGE

UGC

UGC UGC UGC UGC

UGC

C E

128+00

129+00

130+00

+00

133+00

134+00

135+00

136+00

137+00

138+00

139+00

140+00

11+00

12+00

13+00

14+00

15+00

EX. MOUNTABLE

CURB (TYP.)

EX. GRAVEL

MAINTENANCE.

DRIVE (TYP.)

EX. 8' CONC.

SIDEWALK (TYP.)

EX. 8' CONC.

SIDEWALK (TYP.)

EX. 10' CONC.

SIDEWALK (TYP.)

EX. WROUGHT

IRON FENCE/

GUARDRAIL (TYP.)

PT: 130+81.64

PC: 132+04.09

PT: 13

8+16.

EX. 6" PVC

IRRIGATION

MAIN (TYP.)

EX. 6" PVC

IRRIGATION

MAIN (TYP.)

EX. 6" PVC

IRRIGATION

MAIN (TYP.)

EX. 6" PVC

IRRIGATION

MAIN (TYP.)

EX. 6" PVC

IRRIGATION

MAIN (TYP.)

EX. 6" PVC

IRRIGATION

MAIN (TYP.)

EX. SEDIMENT

35 21

49 80

47 25

42 24

41 90

42 16

41 90

42 54

41 88

115 4

62 1154

REMOVE & DISPOSE OF (OR RECYCLE) EX. CONCRETE

SIDEWALK; INCLUDES AGGREGATE BASE COURSE.

REMOVE EX. CURB AND GUTTER

SAW CUT EX. CONCRETE

MILL & OVERLAY EX. CONCRETE PAVEMENT

TREE FENCING AND ARMOR

DEMOLITION LEGEND:

REMOVE EX. FEATURE

EX. INTERMENT AREAS TO BE VACATED / REMOVED.

SH REMOVE EX. IRRIGATION SERVICE LINE &

ASSOCIATED SPRINKLER STRUCTURES

REMOVE EX. GRAVEL DRIVE

LIMITS OF WORK

TERMINATE DEMOLITION OF EX. UTILITY LINE

CAP EX. UTILITY LINE

REMOVE EX. VEGETATION

REMOVE EX. BURIAL SECTION MARKERS; INCLUDES ALL CONCRETE BASES

DEMOLITION KEYNOTE LEGEND:

DESCRIPTIONKEY

REMOVE EX. BURIAL SECTION GRID MONUMENTS ; INCLUDES ALL CONCRETE BASES

REMOVE EX. TREES AND/OR BUSHES

REMOVE EX. UTILITY ACCESS GATE & ALL ASSOCIATED HARDWARE

REMOVE EX. WATER SPIGOT (CAP OFF LINES) AND FLOWER WATERING STATION3

REMOVE EX. OVERHEAD UTILITY LINE & POLES (UNDER SEPARATE COVER) (N.I.C.)6

1. THE DEMOLITION PLAN IS A GENERAL GUIDE OF WHAT NEEDS TO BE

DEMOLISHED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO IDENTIFY

ALL ITEMS THAT REQUIRE DEMOLITION TO COMPLETE THE PROPOSED

CONSTRUCTION.

2. SITE FEATURES SHOWN IN BOLD TO BE REMOVED.

3. THE LENGTH OF CURBING TO BE REMOVED SHALL BE CARRIED TO THE

NEAREST EXPANSION JOINT, OR SAW CUT IF THE JOINT IS LOCATED MORE THAN

FIVE FEET FROM THE END OF CURB REMOVAL.

4. SEE SITE SIGNAGE PLANS FOR SUMMARY OF EXISTING SIGNAGE TO BE

REMOVED / REPLACED.

5. BIDDERS ARE ENCOURAGE TO VISIT THE SITE, PRIOR TO BID, TO DETERMINE

THE LIMITS OF TREE REMOVAL AND DEPOSITION.

6. SEE SHEET CS100 FOR WHERE EXCESS SOIL/ROCK MAY BE DISPOSED. THE

CONTRACTOR IS REQUIRED TO PROVIDE EROSION AND SEDIMENT CONTROLS

AND STABILIZE SOIL IN ACCORDANCE WITH ALL LOCAL AND FEDERAL

REGULATIONS.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A NATIONAL

POLLUTION DISCHARGE ELIMINATION SYSTEM PERMIT (NPDES) FROM THE

STATE OF GEORGIA PRIOR TO CONSTRUCTION.

DEMOLITION NOTES:

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

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

\33

\08

\C D2

\C D-

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

NORTH

GRAPHICAL SCALE: 1"=30'

30 15 0 30 60 90

CD101

DEMOLITION PLAN

KEY MAP

(NOT TO SCALE)

321 4

WATERING

STATION (TYP.)

24" HDPE

24"

HDPE

" H

DPE

18"

HDPE

18"

HDPE

18" HDPE

30" HDPE

18" HDPE

24" HDPE

18" HDPE

24" HDPE

30" HDPE

PVC UNDERDRAIN (T

YP.)

PVC UNDERDRAIN (T

YP.)

SECTION 14

(1,658 FULL CASKET

PLOTS)

SECTION 15

(1,336 FULL CASKET

PLOTS)

SECTION 12

(1,746 FULL CASKET

PLOTS)

SECTION 13

(526 FULL

CASKET PLOTS)

SECTION 11

(1,746 PRE-PLACED

CRYPTS)

COMMITTAL

SHELTER #2

GARDEN

NICHE #3

UGE

UGE UGE UGE UGE UGE

UGE

UGC

UGC UGC UGC UGC UGC

UGC

C E

93+00

94+00

95+00

96+00

138+00

139+00

140+00

141+00

142+00

143+00

144+00

145+00

146+00 147+00

148+00

149+00

150+00

13+00

14+00

15+00

EX. FLOWER

WATERING

STATION (TYP.)

EX. WROUGHT

IRON FENCE/

GUARDRAIL (TYP.)

: 9

.05

PT: 95+56.80

PC: 96+59.88

PT: 13

8+16.

PC: 14

1+75.

EX. 8" D.I.P.

WATER MAIN

(TYP.)

EX. 6" PVC

IRRIGATION

MAIN (TYP.)

EX. 6" PVC

IRRIGATION

MAIN (TYP.)

EX. 6" PVC

IRRIGATION

MAIN (TYP.)

EX. 6" PVC

IRRIGATION

MAIN (TYP.)

EX. 6" PVC

IRRIGATION

MAIN (TYP.)

EX. 6" PVC

IRRIGATION

MAIN (TYP.)

EX. 6" PVC

IRRIGATION

MAIN (TYP.)

EX. 6" PVC

IRRIGATION

MAIN (TYP.)

30" HDPE

4" PERFORATED PVC

UNDERDRAIN (TYP.)

47 25

27 83

22 20

41 90

42 54

41 88

44 39

1156 1154

1148 1146

REMOVE & DISPOSE OF (OR RECYCLE) EX. CONCRETE

SIDEWALK; INCLUDES AGGREGATE BASE COURSE.

REMOVE EX. CURB AND GUTTER

SAW CUT EX. CONCRETE

MILL & OVERLAY EX. CONCRETE PAVEMENT

TREE FENCING AND ARMOR

DEMOLITION LEGEND:

REMOVE EX. FEATURE

EX. INTERMENT AREAS TO BE VACATED / REMOVED.

SH REMOVE EX. IRRIGATION SERVICE LINE &

ASSOCIATED SPRINKLER STRUCTURES

REMOVE EX. GRAVEL DRIVE

LIMITS OF WORK

TERMINATE DEMOLITION OF EX. UTILITY LINE

CAP EX. UTILITY LINE

REMOVE EX. VEGETATION

REMOVE EX. BURIAL SECTION MARKERS; INCLUDES ALL CONCRETE BASES

DEMOLITION KEYNOTE LEGEND:

DESCRIPTIONKEY

REMOVE EX. BURIAL SECTION GRID MONUMENTS ; INCLUDES ALL CONCRETE BASES

REMOVE EX. TREES AND/OR BUSHES

REMOVE EX. UTILITY ACCESS GATE & ALL ASSOCIATED HARDWARE

REMOVE EX. WATER SPIGOT (CAP OFF LINES) AND FLOWER WATERING STATION3

REMOVE EX. OVERHEAD UTILITY LINE & POLES (UNDER SEPARATE COVER) (N.I.C.)6

1. THE DEMOLITION PLAN IS A GENERAL GUIDE OF WHAT NEEDS TO BE

DEMOLISHED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO IDENTIFY

ALL ITEMS THAT REQUIRE DEMOLITION TO COMPLETE THE PROPOSED

CONSTRUCTION.

2. SITE FEATURES SHOWN IN BOLD TO BE REMOVED.

3. THE LENGTH OF CURBING TO BE REMOVED SHALL BE CARRIED TO THE

NEAREST EXPANSION JOINT, OR SAW CUT IF THE JOINT IS LOCATED MORE THAN

FIVE FEET FROM THE END OF CURB REMOVAL.

4. SEE SITE SIGNAGE PLANS FOR SUMMARY OF EXISTING SIGNAGE TO BE

REMOVED / REPLACED.

5. BIDDERS ARE ENCOURAGE TO VISIT THE SITE, PRIOR TO BID, TO DETERMINE

THE LIMITS OF TREE REMOVAL AND DEPOSITION.

6. SEE SHEET CS100 FOR WHERE EXCESS SOIL/ROCK MAY BE DISPOSED. THE

CONTRACTOR IS REQUIRED TO PROVIDE EROSION AND SEDIMENT CONTROLS

AND STABILIZE SOIL IN ACCORDANCE WITH ALL LOCAL AND FEDERAL

REGULATIONS.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A NATIONAL

POLLUTION DISCHARGE ELIMINATION SYSTEM PERMIT (NPDES) FROM THE

STATE OF GEORGIA PRIOR TO CONSTRUCTION.

DEMOLITION NOTES:

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

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

\33

\08

\C D2

\C D-

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

NORTH

GRAPHICAL SCALE: 1"=30'

30 15 0 30 60 90

CD102

DEMOLITION PLAN

KEY MAP

(NOT TO SCALE)

321 4

STATION (TYP.)

18" HDPE

" H

18" HDPE

" H

DPE

18"

HDPE

18"

HDPE

18" HDPE

" H

30" HDPE

18" HDPE

EX. 6" PVC ROOF

DRAIN (TYP.)

EX. UTILITY

ACCESS GATE

EX. GRAVEL

TRAIL (TYP.)

EX. FLAG

SLEEVE (TYP.)

EX. CARILLON

CORTEGE

ASSEMBLY

EX. FIRE

HYDRANT

(TYP.)

SECTION 13

(526 FULL

CASKET PLOTS)

EX. SANITARY

SEWER SEPTIC

FIELD (TYP.)

VETERAN CEMETERY ROAD

PUBLIC

INFORMATION

CENTER

EX. ELECTRICAL

ESM'T (TYP.)

UGE

UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE

UGE

OHE

UGC

UGC UGC UGC

UGC

UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC

UGC

UGE

UGC

EX. TELEVISION

PEDESTAL (TYP.)

EX. ELECTRIC

TRANSFORMER

EX. ELECTRIC

METER (TYP.)

PUBLIC

INFORMATION

CENTER

EX. CONCRETE

SIDEWALK (TYP.)

EX. CONCRETE

SIDEWALK (TYP.)

EX. SITE

SIGNAGE

(TYP.)

EX. UNDERGROUND

ELECTRICAL

CONDUIT (TYP.)

EX. UNDERGROUNDCOMMUNICATIONS

CONDUIT (TYP.)

EX. MOUNTABLE

CONCRETE CURB &

GUTTER (TYP.)

EX. MOUNTABLE

CONCRETE CURB &

GUTTER (TYP.)

EX. MOUNTABLE

CONCRETE CURB &

GUTTER (TYP.)

EX. DEPRESSED

MOUNTABLE

CONCRETE CURB &

GUTTER (TYP.)

EX. CONCRETE

SIDEWALK (TYP.)

EX. MOUNTABLE

CONCRETE CURB &

GUTTER (TYP.)

EX. TRAFFIC

SIGNAGE

(TYP.)

EX. 8" D.I.P.

WATER

MAIN (TYP.)

EX. WATER

ESM'T (TYP.)

EX. 8" D.I.P. WATERMAIN (TYP.)

EX. FLAG

SLEEVE (TYP.)

EX. 1.5" PVC

SERVICE

LINE (TYP.)

EX. UNDERGROUND

ELECTRICAL

CONDUIT (TYP.)

EX. UNDERGROUND

COMMUNICATIONS

CONDUIT (TYP.)

EX. CONCRETE

SIDEWALK (TYP.)

EX. UTILITY

POLE (TYP.)

88+00

89+00

90+00

91+00

92+00

93+00

94+00

95+00

150+00

+00

11+00

12+00

13+

14+00

15+00

16+00

17+00

18+00

11+00

12+00

OHE

EX. SITE

SIGNAGE

(TYP.)

EX. GRAVEL

TRAIL (TYP.)

EX. OVERHEAD

POWER LINES

(TYP.)

: 9

.05

PT: 152+25.80

EX. 8" D.I.P.

WATER MAIN

(TYP.)

EX. 6" PVC

IRRIGATION

MAIN (TYP.)

EX. 6" PVC

IRRIGATION

MAIN (TYP.)

EX. CONCRETE

SIDEWALK (TYP.)

EX. CONCRETE

SIDEWALK (TYP.)

EX. CONCRETE

WALKWAY &

MONUMENT

EX. WATER

FOUNTAIN

EX. 4,000 GAL. SEPTICTANKS & 1,500 GAL.DOSING TANK

EX. ELECTRICAL

JUNCTION BOX (TYP.)

EX. ELECTRICAL

JUNCTION BOX /HAND HOLE (TYP.)

EX. SITE

SIGNAGE

(TYP.)

EX. 4" PVC SAN.SEW. LATERAL

EX. SAN. SEW.

PRESSURE

DIST. VALVE

30" HDPE

EX. 1.5" PVC

SERVICE

LINE (TYP.)

EX. SEDIMENT

BASIN "L"

1160 1156

108810861084

1078107610741072 1068106610641062

52105

410421040

11681168

REMOVE & DISPOSE OF (OR RECYCLE) EX. CONCRETE

SIDEWALK; INCLUDES AGGREGATE BASE COURSE.

REMOVE EX. CURB AND GUTTER

SAW CUT EX. CONCRETE

MILL & OVERLAY EX. CONCRETE PAVEMENT

TREE FENCING AND ARMOR

DEMOLITION LEGEND:

REMOVE EX. FEATURE

EX. INTERMENT AREAS TO BE VACATED / REMOVED.

SH REMOVE EX. IRRIGATION SERVICE LINE &

ASSOCIATED SPRINKLER STRUCTURES

REMOVE EX. GRAVEL DRIVE

LIMITS OF WORK

TERMINATE DEMOLITION OF EX. UTILITY LINE

CAP EX. UTILITY LINE

REMOVE EX. VEGETATION

REMOVE EX. BURIAL SECTION MARKERS; INCLUDES ALL CONCRETE BASES

DEMOLITION KEYNOTE LEGEND:

DESCRIPTIONKEY

REMOVE EX. BURIAL SECTION GRID MONUMENTS ; INCLUDES ALL CONCRETE BASES

REMOVE EX. TREES AND/OR BUSHES

REMOVE EX. UTILITY ACCESS GATE & ALL ASSOCIATED HARDWARE

REMOVE EX. WATER SPIGOT (CAP OFF LINES) AND FLOWER WATERING STATION3

REMOVE EX. OVERHEAD UTILITY LINE & POLES (UNDER SEPARATE COVER) (N.I.C.)6

1. THE DEMOLITION PLAN IS A GENERAL GUIDE OF WHAT NEEDS TO BE

DEMOLISHED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO IDENTIFY

ALL ITEMS THAT REQUIRE DEMOLITION TO COMPLETE THE PROPOSED

CONSTRUCTION.

2. SITE FEATURES SHOWN IN BOLD TO BE REMOVED.

3. THE LENGTH OF CURBING TO BE REMOVED SHALL BE CARRIED TO THE

NEAREST EXPANSION JOINT, OR SAW CUT IF THE JOINT IS LOCATED MORE THAN

FIVE FEET FROM THE END OF CURB REMOVAL.

4. SEE SITE SIGNAGE PLANS FOR SUMMARY OF EXISTING SIGNAGE TO BE

REMOVED / REPLACED.

5. BIDDERS ARE ENCOURAGE TO VISIT THE SITE, PRIOR TO BID, TO DETERMINE

THE LIMITS OF TREE REMOVAL AND DEPOSITION.

6. SEE SHEET CS100 FOR WHERE EXCESS SOIL/ROCK MAY BE DISPOSED. THE

CONTRACTOR IS REQUIRED TO PROVIDE EROSION AND SEDIMENT CONTROLS

AND STABILIZE SOIL IN ACCORDANCE WITH ALL LOCAL AND FEDERAL

REGULATIONS.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A NATIONAL

POLLUTION DISCHARGE ELIMINATION SYSTEM PERMIT (NPDES) FROM THE

STATE OF GEORGIA PRIOR TO CONSTRUCTION.

DEMOLITION NOTES:

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

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

\33

\08

\C D2

\C D-

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

NORTH

GRAPHICAL SCALE: 1"=30'

30 15 0 30 60 90

CD103

DEMOLITION PLAN

KEY MAP

(NOT TO SCALE)

321 4

OHE

OHE OHE

OHE

UGE

EX. UTILITY

POLE (TYP.)

EX. GUY

WIRE (TYP.)

EX. COMM.

POLE (TYP.)

OHE

EX. GRAVEL

TRAIL (TYP.)

EX. GRAVEL

TRAIL (TYP.)

EX. WETLAND W3

00 1090

1100 1110

10521054105610581060

10621064

1066106810701072 107410761078

1080108210841086108810901092

109410961098

11001102

11041106

11081110111211141116111811201122112411261128

10981050

1118 1116

14 11

11681168

10421044

110811061104

8 1096

REMOVE & DISPOSE OF (OR RECYCLE) EX. CONCRETE

SIDEWALK; INCLUDES AGGREGATE BASE COURSE.

REMOVE EX. CURB AND GUTTER

SAW CUT EX. CONCRETE

MILL & OVERLAY EX. CONCRETE PAVEMENT

TREE FENCING AND ARMOR

DEMOLITION LEGEND:

REMOVE EX. FEATURE

EX. INTERMENT AREAS TO BE VACATED / REMOVED.

SH REMOVE EX. IRRIGATION SERVICE LINE &

ASSOCIATED SPRINKLER STRUCTURES

REMOVE EX. GRAVEL DRIVE

LIMITS OF WORK

TERMINATE DEMOLITION OF EX. UTILITY LINE

CAP EX. UTILITY LINE

REMOVE EX. VEGETATION

REMOVE EX. BURIAL SECTION MARKERS; INCLUDES ALL CONCRETE BASES

DEMOLITION KEYNOTE LEGEND:

DESCRIPTIONKEY

REMOVE EX. BURIAL SECTION GRID MONUMENTS ; INCLUDES ALL CONCRETE BASES

REMOVE EX. TREES AND/OR BUSHES

REMOVE EX. UTILITY ACCESS GATE & ALL ASSOCIATED HARDWARE

REMOVE EX. WATER SPIGOT (CAP OFF LINES) AND FLOWER WATERING STATION3

REMOVE EX. OVERHEAD UTILITY LINE & POLES (UNDER SEPARATE COVER) (N.I.C.)6

1. THE DEMOLITION PLAN IS A GENERAL GUIDE OF WHAT NEEDS TO BE

DEMOLISHED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO IDENTIFY

ALL ITEMS THAT REQUIRE DEMOLITION TO COMPLETE THE PROPOSED

CONSTRUCTION.

2. SITE FEATURES SHOWN IN BOLD TO BE REMOVED.

3. THE LENGTH OF CURBING TO BE REMOVED SHALL BE CARRIED TO THE

NEAREST EXPANSION JOINT, OR SAW CUT IF THE JOINT IS LOCATED MORE THAN

FIVE FEET FROM THE END OF CURB REMOVAL.

4. SEE SITE SIGNAGE PLANS FOR SUMMARY OF EXISTING SIGNAGE TO BE

REMOVED / REPLACED.

5. BIDDERS ARE ENCOURAGE TO VISIT THE SITE, PRIOR TO BID, TO DETERMINE

THE LIMITS OF TREE REMOVAL AND DEPOSITION.

6. SEE SHEET CS100 FOR WHERE EXCESS SOIL/ROCK MAY BE DISPOSED. THE

CONTRACTOR IS REQUIRED TO PROVIDE EROSION AND SEDIMENT CONTROLS

AND STABILIZE SOIL IN ACCORDANCE WITH ALL LOCAL AND FEDERAL

REGULATIONS.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A NATIONAL

POLLUTION DISCHARGE ELIMINATION SYSTEM PERMIT (NPDES) FROM THE

STATE OF GEORGIA PRIOR TO CONSTRUCTION.

DEMOLITION NOTES:

14 11

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

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

\33

\08

\C D2

\C D-

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

NORTH

GRAPHICAL SCALE: 1"=30'

30 15 0 30 60 90

CD104

DEMOLITION PLAN

KEY MAP

(NOT TO SCALE)

321 4

MATCHLINE

SEE BELOW

MATCHLINE

SEE ABOVE

18" HDPE

EX. 6" PVC ROOF

DRAIN (TYP.)

EX. FLAG

SLEEVE (TYP.)

CORTEGE

ASSEMBLY

EX. FIRE

HYDRANT

(TYP.)

EX. SANITARY

SEWER SEPTIC

FIELD (TYP.)

VETERAN CEMETERY ROAD

PUBLIC

INFORMATION

CENTER

EX. SEGMENTAL RETAINING

WALL W/ ORNAMENTAL

PICKET FENCE ABOVE (TYP.)

EX. GUARD

RAIL (TYP.)

UGE

OHE

UGC

UGC UGC

UGC

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

File details come from the government source that posted it. Updated Aug 10, 2022.