922CM3006_GANC_Bid Documents_Plans_08-19.pdf

PDF 14 MB Posted

Attached to
Y1FE--36C78622R0020 | Georgia NC; Expansion Ph 2 Construction 922CM3006 (VA-21-00103342)
Solicitation number
36C78622R0020
Issued by

About this file

This federal contract opportunity is a solicitation for construction services at the Georgia National Cemetery in Canton, Georgia. The solicitation seeks bids 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. Additionally, associated site and infrastructure requirements are included in the scope of work. The solicitation was issued by the Department of Veterans Affairs National Cemetery Administration with the number 36C78622R0020. The location of the construction project is at the Georgia National Cemetery located at 25 Mount Carmel Church Ln, Canton, GA 30114.

View the file

Other files

File Type Posted
Amendment 9 36C78622R0020 SF30 (10-18-2022).pdf PDF
Amendment 9 NCA 13 Georgia National Cemeta2021 Bridge inspection report_ 7 (10-18-2022).pdf PDF
Amendment 9 36C78622R0020 Georgia NC Expansion Ph 2 (10-18-2022).pdf PDF
Amendment 0008 SF30.pdf PDF
AMENDMENT 8 RESPONSES TO RFI QUESTIONS (36C78622P0020) Georgia National Cemetery 10112022.pdf PDF
Seismic Refraction Georgia NC Amendment 8 (10-12-2022).pdf PDF
AMENDMENT 0007 EXTENDING THE PROPOSAL DUE DATE 10-19-2022 (36C78622R0020).pdf PDF
36C78622R0020 Amendment 0006 (9-29-2022).pdf PDF
Amendment 6 RFI Answers (SAM post).pdf PDF
Amendment 005 36C78622R0020 Posting sign in sheet for site visit.pdf PDF
Amendment 005 Georgia National Cemetery Phase 2 Development RFP 36C78622R0020.pdf PDF
Amendement 4 METHODOLOGY 9-15-2022.pdf PDF
36C78622R0020 0004 METHODOLOGY (SF30).pdf PDF
36C78622R0020 Amendment 3 (SF30 RFI Responses with attachments posted 09-09-2022).pdf PDF
36C78622R0020 0002 8-18-2022.pdf PDF
922CM3006_GANC_Bid Documents_Plans_146-150.pdf PDF
922CM3006_GANC_Bid Documents_Plans_140-145.pdf PDF
922CM3006_GANC_Bid Documents_Plans_151-178.pdf PDF
922CM3006_GANC_Bid Documents_Plans_137-139.pdf PDF
922CM3006_GANC_Bid Documents_Plans_01-07.pdf PDF
Sample Cost estimate worksheet (2) (8-11-2022).xlsx XLSX spreadsheet
Sample Cost estimate worksheet (2) (8-11-2022).xls XLS spreadsheet
922CM3006_GANC_BOD For posting to FBO 8-11-22.pdf PDF
36C78622R0020 0001 Amendment (RFI).pdf PDF
922CM3006_GANC_Bid Documents_Plans_101-122.pdf PDF
Sample Cost estimate worksheet (1) (8-8-2022).xlsx XLSX spreadsheet
922CM3006_GANC_Bid Documents_Plans_59-79.pdf PDF
922CM3006_GANC_Bid Documents_Plans_20-35.pdf PDF
General Decision Number GA20220231 02-25-2022 6C78622R0020 Georgia.pdf PDF
PERFORMANCE QUESTIONNAIRE for 36C78622R0020 Georgia NC Expansion Ph 2 Construction 922CM3006(8-8-2022).pdf PDF
922CM3006_GANC_Bid Documents_Plans_123-133.pdf PDF
922CM3006_GANC_Bid Documents_Plans_93-100.pdf PDF
922CM3006_GANC_Basis of Design (BOD) For posting to FBO 8-8-2022 (1).pdf PDF
General Decision Number GA20220291 07-29-2022 (RFP 36C78622R0020).pdf PDF
Sample Cost estimate worksheet (3) (8-8-2022).xlsx XLSX spreadsheet
922CM3006_GANC_Bid_SPECS.pdf PDF
PERFORMANCE QUESTIONNAIRE for 36C78622R0020 Georgia NC Expansion Ph 2 Construction 922CM3006 (8-8-2022).docx DOCX document
922CM3006_GANC_Bid Documents_Plans_80-92.pdf PDF
36C78622R0020_3.docx DOCX document
922CM3006_GANC_Bid Documents_Plans_134-136.pdf PDF
922CM3006_GANC_Bid Documents_Plans_36-58.pdf PDF
Sample Cost estimate worksheet (2) (8-8-2022).xlsx XLSX spreadsheet
Show all 42

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

COLUMBARIUM

24"

HDPE

18" HDPE

18" HDPE

" H

DP

E

18" HDPE

24" HDPE

" H

DP

E

" H

DP

E

" H

DP

E

" H

DP

E

30" HDPE

18" HDPE

18" HDPE

18" HDPE

18" HDPE

CO

CO

FLAG ASSEMBLY AREA

EX. MEMORIAL

WALKWAY

EX. POW

FLAG AREA

EX. MEMORIAL SECTIONS

INTERMENT AREA #3

SECTION 6

(1,360 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

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGEUGEUGEUGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

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

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC UGC UGC UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

C

C

C E

128+00

129+00

130+00

+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

LP

49 80

HP

47 25

HP

42 24

HP

41 90

LP

42 16

HP

41 90

LP

42 54

HP

41 88

LP

115 4

62 1154

Di

Di

Sd1-NS

Sd1-NS

Sd1-NS

Di

TEMPORARY

CRUSHED ROCK

CONSTRUCTION

EXIT/ENTRANCE

CONCRETE

WASHOUT

Co

Tr

Tr

Tr

Tr

Tr

Tr

Sd2

Sd2

Sd2

Sd2

Sd2

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TPTP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP TP TP TP

Tr

SSF

SSF

SSF

SSF

SSF

SSF

SSF

SSF

SSF

SSF

SSF

SSF

SSF

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

Cd

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.

Di

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.

St

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)

Co

Di

St

Ds2

Ds1

DRAINAGE DIVIDE

LIMITS OF WORK

EROSION & SEDIMENT CONTROL LEGEND

SYMBOLKEY DESCRIPTION

LIMITS OF CLEARING

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

\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

NORTH

GRAPHICAL SCALE: 1"=30'

30 15 0 30 60 90

MA

TC

HL

IN

E

SE

E

SH

EE

T

GC

GC101

EROSION & SEDIMENT CONTROL

PLAN PHASE 1

N

KEY MAP

(NOT TO SCALE)

321 4

EROSION & SEDIMENT CONTROL NOTES:

1. IN CRYPT AREAS, WATER IN CRYPT HOLES TO BE REMOVED USING PUMP WITH FILTER BAG ATTACHED TO

HOSE OUTLET.

EX. FLOWER

WATERING

STATION (TYP.)

24" HDPE

24" HDPE

24" HDPE

24" HDPE

24"

HDPE

" H

DPE

18"

HDPE

18"

HDPE

18" HDPE

30" HDPE

18" HDPE

18" HDPE

24" HDPE

18" HDPE

18" HDPE

24" HDPE

24" HDPE

30" HDPE

CO

CO

8"

PVC UNDERDRAIN (T

YP.)

8"

PVC UNDERDRAIN (T

YP.)

W

W

W

W

W

W

W

W

W

W

W

W

W

W

SECTION 13

(526 FULL

CASKET PLOTS)

SECTION 11

(1,746 PRE-PLACED

CRYPTS)

COMMITTAL

SHELTER #2

GARDEN

NICHE #3

UG

E

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE UGE UGE UGE UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

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

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC UGC UGC UGC UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

C E

E

C E

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.)

PC

: 9

3+

.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

HP

27 83

LP

22 20

LP

41 90

LP

42 54

HP

41 88

LP

44 39

HP

1156 1154

1148 1146

Di

Di

SSF

Di

Di

Di

Di

Di

Di

Sd1-NS

Sd1-NS

Sd1-NS

Sd1-NS

Sd1-NS

Sd1-NS

Sd1-NS

CONCRETE

WASHOUT

CONCRETE

WASHOUT

D.A.= AC.

TO SED. TRAP1

1.74

D.A.= AC.

TO SED. TRAP2

3.00

SEDIMENT TRAP 1

BOTTOM OF TRAP=1122.5

TOP OF WET STORAGE=1125.00

DRY STORAGE=1126.50

EMBANKMENT=1128.00

SEDIMENT TRAP 2

BOTTOM OF TRAP=1127.00

TOP OF WET STORAGE=1129.50

DRY STORAGE=1131.00

EMBANKMENT=1132.50

Co

Co

Di

Di

Sd4

Sd4

Di

SSF

SSF

Tr

Tr

Tr

Tr

Tr

Tr

Tr

Tr

Tr

Tr

Tr

Sd2

Sd2

Sd2

Sd2

Sd2

Sd2

Sd2

Sd2

Sd2

Sd2

Sd2

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

28 00

GS

28 00

GS

28 00

GS

28 00

GS

25 00

GS

22 50

GS

TEMPORARY

CRUSHED ROCK

CONSTRUCTION

EXIT/ENTRANCE

TEMPORARY

CRUSHED ROCK

CONSTRUCTION

EXIT/ENTRANCE

27 00

GS

27 00

GS

32 50

GS

32 50

GS

32 50

GS

32 50

GS

SSF

SSF

SSF

SSF

SSF

SSF

SSF

SSF

SSF

SSF

SSF

SSF

SSF

SSFSSFSSF

SSF

SSF

SSF

SSF

SSF

SSF

SSF

SSF

SSF

SSF

SSF

SSF

SSF

SSF

SS

F

SS

F

SS

F

Sd1-NS

Tr

Tr

Sd1-NS

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

Cd

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.

Di

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.

St

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)

Co

Di

St

Ds2

Ds1

DRAINAGE DIVIDE

LIMITS OF WORK

EROSION & SEDIMENT CONTROL LEGEND

SYMBOLKEY DESCRIPTION

LIMITS OF CLEARING

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

\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

NORTH

GRAPHICAL SCALE: 1"=30'

30 15 0 30 60 90

MA

TC

HL

IN

E

SE

E

SH

EE

T

GC

GC102

EROSION & SEDIMENT CONTROL

PLAN PHASE 1

MA

TC

HL

IN

E

SE

E

SH

EE

T

GC

N

KEY MAP

(NOT TO SCALE)

321 4

EROSION & SEDIMENT CONTROL NOTES:

EX. FLOWER

WATERING

STATION (TYP.)

18" HDPE

18" HDPE

" H

DP

E

" H

DP

E

" H

DP

E

18" HDPE

" H

DPE

18"

HDPE

18"

HDPE

18" HDPE

" H

DP

E

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

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

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

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

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

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

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

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UG

C

C

E

C

E

C

E

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC UGC UGC

UGC

UGC UGC UGC UGC 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

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UG

E

UG

E

UG

E

UG

E

UG

E

UG

E

UG

E

UG

E

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

EX. TELEVISION

PEDESTAL (TYP.)

C

E

EX. ELECTRIC

TRANSFORMER

EM

EX. ELECTRIC

METER (TYP.)

TR

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.)

E

C

C

88+00

89+00

90+00

91+00

92+00

93+00

94+00

95+00

150+00

+00

2+

3+

11+00

12+00

13+

14+00

15+00

16+00

17+00

18+00

11+00

12+00

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

EX. SITE

SIGNAGE

(TYP.)

EX. GRAVEL

TRAIL (TYP.)

EX. OVERHEAD

POWER LINES

(TYP.)

PC

: 9

3+

.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

CONCRETE

WASHOUT

Di Di

Sd1-NS

Sd1-NS

Sd1-NS

Sd1-NS

Sd1-NS

Sd1-NS

Sd1-NS

Sd1-NS

CONCRETE

WASHOUT

SSF

SSF

SSF

SSF

SSF

SSF

SSF

SSF

SSF

Co

Tr

Tr

Sd2

TP

TP

TP

TP

TP

TP

TP

TP

Tr

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

Tr

Tr

Tr

Tr

27 00

GS

32 50

GS

32 50

GS

SSF

Sd1-NS

TEMPORARY

CRUSHED ROCK

CONSTRUCTION

EXIT/ENTRANCE

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

Cd

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.

Di

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.

St

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)

Co

Di

St

Ds2

Ds1

DRAINAGE DIVIDE

LIMITS OF WORK

EROSION & SEDIMENT CONTROL LEGEND

SYMBOLKEY DESCRIPTION

LIMITS OF CLEARING

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

\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

NORTH

GRAPHICAL SCALE: 1"=30'

30 15 0 30 60 90

MA

TC

HL

IN

E

SE

E

SH

EE

T

GC

GC103

EROSION & SEDIMENT CONTROL

PLAN PHASE 1

MA

TC

HL

IN

E

SE

E

SH

EE

T

GC

N

KEY MAP

(NOT TO SCALE)

321 4

EROSION & SEDIMENT CONTROL NOTES:

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE OHE

OHE

OHE

OHE

OHE

OHE

UGE

UGE

UGE

EX. UTILITY

POLE (TYP.)

EX. GUY

WIRE (TYP.)

EX. COMM.

POLE (TYP.)

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

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

Di

Sd1-NS

Sd1-NS

Sd1-NS

SSF

SSF

SSF

SSF

SSF

SSF

SS

F

SSF

SS

F

SSF

SS

F

SSF

SSF

SSF

SSF

SS

F

SS

F

SSF

SSF

SSF

SSF

SSF

SSF

1124 1122 1120 1118 1116

SSF

SSF

SSF

SSF

SSF

SSF

10981100

11061108

11121114

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TPTP

TP

TP

Tr

Tr

Tr

Tr

Tr

Tr

Tr

Tr

Di

Di

SEDIMENT TRAP 3

BOTTOM OF TRAP=1114.50

TOP OF WET STORAGE=1117.00

DRY STORAGE=1118.50

EMBANKMENT=1120.00

D.A.= AC.

TO SED. TRAP3

3.63

D.A.= AC.

TO SED. TRAP4

4.69

SEDIMENT TRAP 4

BOTTOM OF TRAP=1097.50

TOP OF WET STORAGE=1098.75

DRY STORAGE=1101.50

EMBANKMENT=1103.00

Sd4

Sd4

14 50

GS

97 50

GS

17 00

GS

20 00

GS

20 00

GS

20 00

GS

20 00

GS

01 50

GS

03 00

GS

03 00

GS

03 00

GS

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

Cd

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.

Di

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.

St

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)

Co

Di

St

Ds2

Ds1

14 11

SSF

SSF

SSF

SSF

SSF

SSF

SSF

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

Tr

DRAINAGE DIVIDE

LIMITS OF WORK

EROSION & SEDIMENT CONTROL LEGEND

SYMBOLKEY DESCRIPTION

LIMITS OF CLEARING

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

\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

NORTH

GRAPHICAL SCALE: 1"=30'

30 15 0 30 60 90

MA

TC

HL

IN

E

SE

E

SH

EE

T

GC

GC104

EROSION & SEDIMENT CONTROL

PLAN PHASE 1

N

KEY MAP

(NOT TO SCALE)

321 4

MATCHLINE

SEE BELOW

MATCHLINE

SEE BELOW

EROSION & SEDIMENT CONTROL NOTES:

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

Cd

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.

Di

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.

St

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)

Co

Di

St

Ds2

Ds1

DRAINAGE DIVIDE

LIMITS OF WORK

EROSION & SEDIMENT CONTROL LEGEND

SYMBOLKEY DESCRIPTION

LIMITS OF CLEARING

18" HDPE

18" HDPE

18" HDPE

18" HDPE

EX. 6" PVC ROOF

DRAIN (TYP.)

EX. GRAVEL

TRAIL (TYP.)

EX. FLAG

SLEEVE (TYP.)

CORTEGE

ASSEMBLY

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

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

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

OHE

OH

E

OH

E

OH

E

OH

E

OH

E

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UG

C

C

E

C

E

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

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

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UG

E

UG

E

UG

E

UG

E

UG

E

UG

E

UG

E

UG

E

UG

E

UG

E

UG

E

UG

E

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

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

EX. TELEVISION

PEDESTAL (TYP.)C

E

EX. ELECTRIC

TRANSFORMER

EM

EX. ELECTRIC

METER (TYP.)

TR

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.)

E

C

C

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

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

EX. SITE

SIGNAGE

(TYP.)

EX. CONCRETE

SIDEWALK (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

Sd2

Sd2

Sd2

Di

Sd1-NS

Sd1-NS

Sd1-NS

Sd1-NS

Sd1-NS

Sd2

SSF

Co

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TPTPTP

TP

TP

TP

TP

Tr

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

\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

GC401

EROSION & SEDIMENT CONTROL PLAN

PHASE 1 - ADD ALTERNATE OPTION B

N

KEY MAP

(NOT TO SCALE)

P.I.C.

NORTH

GRAPHICAL SCALE: 1"=20'

20 10 0 20 40 60

SE

C

SEC

SEC

SEC

COLUMBARIUM

24"

HDPE

18" HDPE

18" HDPE

" H

DP

E

18" HDPE

24" HDPE

" H

DP

E

" H

DP

E

" H

DP

E

" H

DP

E

30" HDPE

18" HDPE

18" HDPE

18" HDPE

18" HDPE

CO

CO

FLAG ASSEMBLY AREA

EX. MEMORIAL

WALKWAY

EX. POW

FLAG AREA

EX. MEMORIAL SECTIONS

INTERMENT AREA #3

SECTION 6

(1,360 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

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGEUGEUGEUGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

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

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC UGC UGC UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

C

C

C E

128+00

129+00

130+00

+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

LP

49 80

HP

47 25

HP

42 24

HP

41 90

LP

42 16

HP

41 90

LP

42 54

HP

41 88

LP

115 4

62 1154

SE

C

SEC

SEC

SEC

115 2

114 8 1146

4 4

1 1 4 4

4 2

Di

Di

Sd1-NS

Sd1-NS

Sd1-NS

Di

TEMPORARY

CRUSHED ROCK

CONSTRUCTION

EXIT/ENTRANCE

CONCRETE

WASHOUT

Co

Tr

Tr

Tr

Tr

Tr

Tr

Sd2

Sd2

Sd2

Sd2

Sd2

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TPTP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP TP TP TP

Tr

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

Cd

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.

Di

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.

St

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)

Co

Di

St

Ds2

Ds1

DRAINAGE DIVIDE

LIMITS OF WORK

EROSION & SEDIMENT CONTROL LEGEND

SYMBOLKEY DESCRIPTION

LIMITS OF CLEARING

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

\G C-

2.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

MA

TC

HL

IN

E

SE

E

SH

EE

T

GC

GC105

EROSION & SEDIMENT CONTROL

PLAN PHASE 2

N

KEY MAP

(NOT TO SCALE)

321 4

EROSION & SEDIMENT CONTROL NOTES:

SEC

SEC

SEC

SEC

SEC

SEC

SEC

SEC

SE

C

SE

C

SE

C

SEC

SE

C

SE

C

SE

C

SE

C

SEC

SEC

COLUMBARIUM

EX. FLOWER

WATERING

STATION (TYP.)

24" HDPE

24" HDPE

24" HDPE

24" HDPE

24"

HDPE

" H

DPE

18"

HDPE

18"

HDPE

18" HDPE

30" HDPE

18" HDPE

18" HDPE

24" HDPE

18" HDPE

18" HDPE

24" HDPE

24" HDPE

30" HDPE

CO

CO

8"

PVC UNDERDRAIN (T

YP.)

8"

PVC UNDERDRAIN (T

YP.)

W

W

W

W

W

W

W

W

W

W

W

W

W

W

SECTION 13

(526 FULL

CASKET PLOTS)

SECTION 11

(1,746 PRE-PLACED

CRYPTS)

COMMITTAL

SHELTER #2

GARDEN

NICHE #3

UG

E

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE UGE UGE UGE UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

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

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC UGC UGC UGC UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

C E

E

C E

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.)

PC

: 9

3+

.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

HP

27 83

LP

22 20

LP

41 90

LP

42 54

HP

41 88

LP

44 39

HP

1156 1154

1148 1146

SEC

SEC

SEC

SEC

SEC

SEC

SEC

SEC

SE

C

SE

C

SE

C

SEC

SE

C

SE

C

SE

C

SE

C

SEC

SEC

113 0

113 4

113 4

113 2

113 8

114 2

114 2

113 4

114 0

113 2

113 6

113 6

1 1

3 2

3 0

114 2

Di

Di

Di

Di

Di

Di

Di

Di

Sd1-NS

Sd1-NS

Sd1-NS

Sd1-NS

Sd1-NS

Sd1-NS

Sd1-NS

CONCRETE

WASHOUT

CONCRETE

WASHOUT

D.A.= AC.

TO SED. TRAP1

1.74

D.A.= AC.

TO SED. TRAP2

3.00

SEDIMENT TRAP 1

BOTTOM OF TRAP=1122.5

TOP OF WET STORAGE=1125.00

DRY STORAGE=1126.50

EMBANKMENT=1128.00

SEDIMENT TRAP 2

BOTTOM OF TRAP=1127.00

TOP OF WET STORAGE=1129.50

DRY STORAGE=1131.00

EMBANKMENT=1132.50

Co

Co

Di

Di

Sd4

Sd4

Di

Tr

Tr

Tr

Tr

Tr

Tr

Tr

Tr

Tr

Tr

Tr

Sd2

Sd2

Sd2

Sd2

Sd2

Sd2

Sd2

Sd2

Sd2

Sd2

Sd2

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

28 00

GS

28 00

GS

28 00

GS

28 00

GS

25 00

GS

22 50

GS

TEMPORARY

CRUSHED ROCK

CONSTRUCTION

EXIT/ENTRANCE

TEMPORARY

CRUSHED ROCK

CONSTRUCTION

EXIT/ENTRANCE

27 00

GS

27 00

GS

32 50

GS

32 50

GS

32 50

GS

32 50

GS

Sd1-NS

Tr

Tr

Sd1-NS

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

Cd

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.

Di

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.

St

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)

Co

Di

St

Ds2

Ds1

DRAINAGE DIVIDE

LIMITS OF WORK

EROSION & SEDIMENT CONTROL LEGEND

SYMBOLKEY DESCRIPTION

LIMITS OF CLEARING

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

\G C-

2.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

MA

TC

HL

IN

E

SE

E

SH

EE

T

GC

GC106

EROSION & SEDIMENT CONTROL

PLAN PHASE 2

MA

TC

HL

IN

E

SE

E

SH

EE

T

GC

N

KEY MAP

(NOT TO SCALE)

321 4

EROSION & SEDIMENT CONTROL NOTES:

3+

4+

155+00

156+00

157+00

158+00

+00

160+00

161+00

PC: 153+63.69

PT

: 1

+9

1.4

PC

: 1

+9

8.4

PT: 158+91.69

PC: 159+18.87

SE

C

SEC

EX. FLOWER

WATERING

STATION (TYP.)

18" HDPE

18" HDPE

" H

DP

E

" H

DP

E

" H

DP

E

18" HDPE

" H

DPE

18"

HDPE

18"

HDPE

18" HDPE

" H

DP

E

30" HDPE

18" HDPE

EX. 6" PVC ROOF

DRAIN (TYP.)

EX. FLAG

SLEEVE (TYP.)

EX. CARILLON

CORTEGE

ASSEMBLY

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

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

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE UGE UGE UGE UGE UGE 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

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UG

C

C

E

C

E

C

E

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC UGC UGC

UGC

UGC UGC UGC UGC 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

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UG

E

UG

E

UG

E

UG

E

UG

E

UG

E

UG

E

UG

E

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

EX. TELEVISION

PEDESTAL (TYP.)

C

E

EX. ELECTRIC

TRANSFORMER

EM

EX. ELECTRIC

METER (TYP.)

TR

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.)

E

C

C

88+00

89+00

90+00

91+00

92+00

93+00

94+00

95+00

150+00

+00

2+

3+

11+00

12+00

13+

14+00

15+00

16+00

17+00

18+00

11+00

12+00

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

EX. SITE

SIGNAGE

(TYP.)

EX. OVERHEAD

POWER LINES

(TYP.)

PC

: 9

3+

.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

3+

4+

155+00

156+00

157+00

158+00

+00

160+00

161+00

PC: 153+63.69

PT

: 1

+9

1.4

PC

: 1

+9

8.4

PT: 158+91.69

PC: 159+18.87

SE

C

SEC

54 51

TOP

54 39

TOP

53 59

TOP

54 05

TOP

1138 1138

110211001098

1138 1138

TEMPORARY

CRUSHED ROCK

CONSTRUCTION

EXIT/ENTRANCE

Sd1-NS

Sd1-NS

Sd1-NS

Sd1-NS

Sd1-NS

Sd1-NS

Sd1-NS

Di

Di

Di

Di

Co

Di

D.A.=

TO SED. TRAP

3.63

Tr

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

Tr

Tr

Tr

Di Di

Sd1-NS

CONCRETE

WASHOUT

Tr

Tr

Sd2

TP

TP

TP

TP

TP

TP

TP

TP

27 00

GS

32 50

GS

32 50

GS

Sd1-NS

CONCRETE

WASHOUT

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

Cd

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.

Di

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.

St

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)

Co

Di

St

Ds2

Ds1

DRAINAGE DIVIDE

LIMITS OF WORK

EROSION & SEDIMENT CONTROL LEGEND

SYMBOLKEY DESCRIPTION

LIMITS OF CLEARING

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

\G C-

2.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

MA

TC

HL

IN

E

SE

E

SH

EE

T

GC

GC107

EROSION & SEDIMENT CONTROL

PLAN PHASE 2

MA

TC

HL

IN

E

SE

E

SH

EE

T

GC

N

KEY MAP

(NOT TO SCALE)

321 4

EROSION & SEDIMENT CONTROL NOTES:

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

Cd

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.

Di

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.

St

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)

Co

Di

St

Ds2

Ds1

160+00

161+00

162+00

163+00

PT: 158+91.69

PC: 159+18.87

PT

: 1

+1

2.6

164+00

165+00

166+00

167+00

PC

: 1

+7

4.2

PT: 166+62.86

+0

+0

12+00

13+00

14+00

15+00

15+81

PC: 10+97.88

PT

: 1

1+

.23

PC

: 1

4+

.49

PT: 14+67.24

SEC

SEC

UGE

UGE

UGE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

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

160+00

161+00

162+00

163+00

PT: 158+91.69

PC: 159+18.87

PT

: 1

+1

2.6

164+00

165+00

166+00

167+00

PC

: 1

+7

4.2

PT: 166+62.86

+0

+0

12+00

13+00

14+00

15+00

15+81

PC: 10+97.88

PT

: 1

1+

.23

PC

: 1

4+

.49

PT: 14+67.24

SEC

SEC

1114 11

1124 11

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

110 2

Di

Sd1-NS

Sd1-NS

Sd1-NS

Di

Di

D.A.= AC.

TO SED. TRAP4

4.69

D.A.= AC.

TO SED. TRAP3

3.63

11001102

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TPTP

TP

TP

Tr

Tr

Tr

Tr

Tr

Tr

Tr

Tr

Di

Di

Di

1124 1122 1120 1118 1116

SEDIMENT TRAP 3

BOTTOM OF TRAP=1114.50

TOP OF WET STORAGE=1117.00

DRY STORAGE=1118.50

EMBANKMENT=1120.00

Sd4

14 50

GS

17 00

GS

20 00

GS

20 00

GS

20 00

GS

20 00

GS

SEDIMENT TRAP 4

BOTTOM OF TRAP=1097.50

TOP OF WET STORAGE=1098.75

DRY STORAGE=1101.50

EMBANKMENT=1103.00

Sd4 97 50

GS

01 50

GS

03 00

GS

03 00

GS

03 00

GS

03 00

GS

PC

: 1

4+

.49

14 11

PC

: 1

4+

.49

1114 1112

Di

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

Tr

DRAINAGE DIVIDE

LIMITS OF WORK

EROSION & SEDIMENT CONTROL LEGEND

SYMBOLKEY DESCRIPTION

LIMITS OF CLEARING

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

\G C-

2.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

MA

TC

HL

IN

E

SE

E

SH

EE

T

GC

GC108

EROSION & SEDIMENT CONTROL

PLAN PHASE 2

N

KEY MAP

(NOT TO SCALE)

321 4

MATCHLINE

SEE BELOW

MATCHLINE

SEE BELOW

EROSION & SEDIMENT CONTROL NOTES:

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

Cd

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.

Di

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.

St

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)

Co

Di

St

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

PT

: 1

+9

1.4

PC

: 1

+9

8.4

18" HDPE

18" HDPE

18" HDPE

18" HDPE

EX. 6" PVC ROOF

DRAIN (TYP.)

EX. FLAG

SLEEVE (TYP.)

CORTEGE

ASSEMBLY

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

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

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

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

UG

C

C

E

C

E

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

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

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UG

E

UG

E

UG

E

UG

E

UG

E

UG

E

UG

E

UG

E

UG

E

UG

E

UG

E

UG

E

UGE

UGE

UGE

UGE

UGE

UGE

UGE

U…

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 .