922CM3006_GANC_Bid Documents_Plans_59-79.pdf

PDF 13 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 is for the construction of Phase II of the Georgia National Cemetery expansion in Canton, Georgia. The solicitation requires the construction of 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. Additional requirements include associated site and infrastructure work. The solicitation was issued by the Department of Veterans Affairs National Cemetery Administration with the number 36C78622R0020. The construction work will expand the Georgia National Cemetery located at 2025 Mount Carmel Church Ln, Canton, GA 30114.

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Amendment 9 36C78622R0020 SF30 (10-18-2022).pdf	PDF	Oct 18, 2022
Amendment 9 NCA 13 Georgia National Cemeta2021 Bridge inspection report_ 7 (10-18-2022).pdf	PDF	Oct 18, 2022
Amendment 9 36C78622R0020 Georgia NC Expansion Ph 2 (10-18-2022).pdf	PDF	Oct 18, 2022
Amendment 0008 SF30.pdf	PDF	Oct 12, 2022
AMENDMENT 8 RESPONSES TO RFI QUESTIONS (36C78622P0020) Georgia National Cemetery 10112022.pdf	PDF	Oct 12, 2022
Seismic Refraction Georgia NC Amendment 8 (10-12-2022).pdf	PDF	Oct 12, 2022
AMENDMENT 0007 EXTENDING THE PROPOSAL DUE DATE 10-19-2022 (36C78622R0020).pdf	PDF	Oct 11, 2022
36C78622R0020 Amendment 0006 (9-29-2022).pdf	PDF	Sep 29, 2022
Amendment 6 RFI Answers (SAM post).pdf	PDF	Sep 29, 2022
Amendment 005 36C78622R0020 Posting sign in sheet for site visit.pdf	PDF	Sep 20, 2022
Amendment 005 Georgia National Cemetery Phase 2 Development RFP 36C78622R0020.pdf	PDF	Sep 20, 2022
Amendement 4 METHODOLOGY 9-15-2022.pdf	PDF	Sep 15, 2022
36C78622R0020 0004 METHODOLOGY (SF30).pdf	PDF	Sep 15, 2022
36C78622R0020 Amendment 3 (SF30 RFI Responses with attachments posted 09-09-2022).pdf	PDF	Sep 9, 2022
36C78622R0020 0002 8-18-2022.pdf	PDF	Aug 18, 2022
922CM3006_GANC_Bid Documents_Plans_146-150.pdf	PDF	Aug 11, 2022
922CM3006_GANC_Bid Documents_Plans_140-145.pdf	PDF	Aug 11, 2022
922CM3006_GANC_Bid Documents_Plans_151-178.pdf	PDF	Aug 11, 2022
922CM3006_GANC_Bid Documents_Plans_137-139.pdf	PDF	Aug 11, 2022
922CM3006_GANC_Bid Documents_Plans_01-07.pdf	PDF	Aug 11, 2022
Sample Cost estimate worksheet (2) (8-11-2022).xlsx	XLSX spreadsheet	Aug 11, 2022
Sample Cost estimate worksheet (2) (8-11-2022).xls	XLS spreadsheet	Aug 11, 2022
922CM3006_GANC_BOD For posting to FBO 8-11-22.pdf	PDF	Aug 11, 2022
36C78622R0020 0001 Amendment (RFI).pdf	PDF	Aug 11, 2022
922CM3006_GANC_Bid Documents_Plans_101-122.pdf	PDF	Aug 10, 2022
Sample Cost estimate worksheet (1) (8-8-2022).xlsx	XLSX spreadsheet	Aug 10, 2022
922CM3006_GANC_Bid Documents_Plans_20-35.pdf	PDF	Aug 10, 2022
General Decision Number GA20220231 02-25-2022 6C78622R0020 Georgia.pdf	PDF	Aug 10, 2022
PERFORMANCE QUESTIONNAIRE for 36C78622R0020 Georgia NC Expansion Ph 2 Construction 922CM3006(8-8-2022).pdf	PDF	Aug 10, 2022
922CM3006_GANC_Bid Documents_Plans_123-133.pdf	PDF	Aug 10, 2022
922CM3006_GANC_Bid Documents_Plans_93-100.pdf	PDF	Aug 10, 2022
922CM3006_GANC_Basis of Design (BOD) For posting to FBO 8-8-2022 (1).pdf	PDF	Aug 10, 2022
General Decision Number GA20220291 07-29-2022 (RFP 36C78622R0020).pdf	PDF	Aug 10, 2022
Sample Cost estimate worksheet (3) (8-8-2022).xlsx	XLSX spreadsheet	Aug 10, 2022
922CM3006_GANC_Bid Documents_Plans_08-19.pdf	PDF	Aug 10, 2022
922CM3006_GANC_Bid_SPECS.pdf	PDF	Aug 10, 2022
PERFORMANCE QUESTIONNAIRE for 36C78622R0020 Georgia NC Expansion Ph 2 Construction 922CM3006 (8-8-2022).docx	DOCX document	Aug 10, 2022
922CM3006_GANC_Bid Documents_Plans_80-92.pdf	PDF	Aug 10, 2022
36C78622R0020_3.docx	DOCX document	Aug 10, 2022
922CM3006_GANC_Bid Documents_Plans_134-136.pdf	PDF	Aug 10, 2022
922CM3006_GANC_Bid Documents_Plans_36-58.pdf	PDF	Aug 10, 2022
Sample Cost estimate worksheet (2) (8-8-2022).xlsx	XLSX spreadsheet	Aug 10, 2022

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SEC SEC

SECSEC

FG: 1136.26

FG: 1139.44

FG: 1134.54

FG: 1134.76FG: 1134.82FG: 1135.22

FG: 1135.39

FG: 1135.56

FG: 1135.73

FG: 1135.89

FG: 1136.38

FG: 1137.13

FG: 1137.76

FG: 1138.39

FG: 1139.03

FG: 1139.36

FG: 1139.69

FG: 1139.90

FG: 1140.28

FG: 1140.66 FG: 1140.52 FG: 1140.50 FG: 1140.36

FG: 1139.67

FG: 1138.97

FG: 1138.65

FG: 1138.20

FG: 1137.76

FG: 1136.74

FG: 1135.72

FG: 1134.70

FG: 1133.50

FG: 1132.78

FG: 1132.71

FG: 1132.64

FG: 1132.58

FG: 1132.51FG: 1132.95FG: 1133.04

FG: 1132.95FG: 1133.70FG: 1133.79

FG: 1131.27

FG: 1131.78

FG: 1132.64

FG: 1133.68

FG: 1134.72

FG: 1135.76

FG: 1136.58

FG: 1136.81

FG: 1137.04

FG: 1137.26

FG: 1137.49

FG: 1137.71

FG: 1140.82

FG: 1140.60

FG: 1140.42FG: 1140.46FG: 1140.48

FG: 1140.02

FG: 1140.29FG: 1140.13

FG: 1140.23

FG: 1140.33

FG: 1140.43 FG: 1138.64

FG: 1138.42

FG: 1138.19

FG: 1137.96FG: 1138.36

FG: 1138.57

FG: 1139.24FG: 1139.26FG: 1139.30

FG: 1139.70

FG: 1140.02

FG: 1140.06FG: 1140.05 FG: 1139.32FG: 1139.41

SECTION 14B

1164 IN-GROUND CREMAIN SITES

(WITHIN 4'x4' PLOTS)

FG: 1136.48

FG: 1136.99

FG: 1137.63

FG: 1138.27

FG: 1138.92

FG: 1139.52

FG: 1139.61

FG: 1139.69

FG: 1139.78

18" HDPE

IN-GROUND CREMAIN SITES

GRAVESITE GRID MONUMENT

PRE-PLACED CRYPTS

ELEVATION LABEL

FINISHED GRADE ELEVATIONFG

TOP OF CRYPT LID ELEVATIONTL

EXISTING CONTOUR (5' INTERVAL)

EXISTING CONTOUR (1' INTERVAL)

PROPOSED CONTOUR (10' INTERVAL)

PROPOSED CONTOUR (2' INTERVAL)

INVERT OF STRUCTUREINV

CLEANOUT INVERT OUT AND FINISHED

GRADE ELEVATION LABEL

GRANITE SECTION MARKER

HEADSTONE FACE DIRECTION

STORM SEWER PIPE

CRYPT UNDERDRAIN CLEANOUT / UNDERDRAIN PIPE

CRYPT UNDERDRAIN HEADER PIPE CLEANOUT /

UNDERDRAIN HEADER PIPE

STORM STRUCTURES

FILTERRA INTERNAL BYPASS CURB INLET STRUCTURES

TRADITIONAL BURIAL SITES

INTERIOR CRYPT (TYP.)

PERIMETER CRYPT (TYP.)

LEGEND:

FG: 1136.90

TL: 1135.15

FG: 1137.50

INV.: 1129.25

2-INCH STEP BETWEEN CRYPTS

SEC

1. CONTRACTOR TO PROVIDE AMENDED SOILS ABOVE CRYPTS.

2. CONTRACTOR SHALL PROVIDE, AS A SUBMITTAL, A PROPOSED PLAN FOR

CONSTRUCTING AND PERFORMING THE GRADING IN CRYPT FIELDS TO THE

CEMETERY DIRECTOR FOR REVIEW AND APPROVAL. PLAN TO ADDRESS ANY

POTENTIAL RAIN IMPACTS DURING EXCAVATION OF THE CRYPT FIELDS.

3. NO BACKFILL SHALL BE PLACED ON THE CRYPTS PRIOR TO BEING INSPECTED AND

ACCEPTED BY THE RE THAT THE LID AND CRYPT NUMBERS MATCH

4. HORIZONTAL DATUM IS REFERENCED TO THE GEORGIA STATE PLANES, WEST ZONE

(NAD 83) COORDINATE SYSTEM. VERTICAL DATUM IS REFERENCED TO NAVD 88.

GRADING 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 G-

0.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

GRAPHICAL SCALE: 1"=10'

10 5 0 10 20 30

CG114

BURIAL SECTION GRADING

ENLARGEMENT PLAN SECTION 14B

KEY MAP

(NOT TO SCALE)

27 83

UGE

UGC

SEC

FG: 1130.98FG: 1131.27

FG: 1131.78

FG: 1132.64

FG: 1133.68

FG: 1134.72

FG: 1135.76

FG: 1136.58

FG: 1136.81

FG: 1137.04

FG: 1137.26

FG: 1137.49

FG: 1137.71

FG: 1138.39

FG: 1138.62

FG: 1138.85

FG: 1139.07

FG: 1139.30

FG: 1139.52

FG: 1139.75

FG: 1139.98 FG: 1139.14 FG: 1138.87 FG: 1138.31

FG: 1137.92

FG: 1137.52

FG: 1137.13

FG: 1136.74

FG: 1136.34

FG: 1135.95

FG: 1135.56

FG: 1135.16

FG: 1134.48 FG: 1134.31 FG: 1133.98

FG: 1133.59

FG: 1133.19

FG: 1132.80

FG: 1132.41

FG: 1132.01

FG: 1131.62

FG: 1128.16

FG: 1128.33

FG: 1128.50

FG: 1128.67FG: 1129.28 FG: 1129.08

FG: 1129.04

FG: 1129.01

FG: 1129.18

FG: 1129.35

FG: 1129.69FG: 1130.02FG: 1130.19

FG: 1129.94

FG: 1130.03

FG: 1130.28FG: 1131.15 FG: 1131.01

FG: 1140.68

FG: 1140.45

FG: 1140.23FG: 1140.18FG: 1140.16

FG: 1139.55

FG: 1139.32

FG: 1139.09

TL: 1137.34

FG: 1138.87

FG: 1138.64

FG: 1138.42

FG: 1138.19

FG: 1137.96FG: 1138.36

FG: 1139.24

FG: 1137.50FG: 1137.57

SECTION 14C

928 IN-GROUND CREMAIN SITES

(WITHIN 4'x4' PLOTS)

18" HDPE

24" HDPE

IN-GROUND CREMAIN SITES

GRAVESITE GRID MONUMENT

PRE-PLACED CRYPTS

ELEVATION LABEL

FINISHED GRADE ELEVATIONFG

TOP OF CRYPT LID ELEVATIONTL

EXISTING CONTOUR (5' INTERVAL)

EXISTING CONTOUR (1' INTERVAL)

PROPOSED CONTOUR (10' INTERVAL)

PROPOSED CONTOUR (2' INTERVAL)

INVERT OF STRUCTUREINV

CLEANOUT INVERT OUT AND FINISHED

GRADE ELEVATION LABEL

GRANITE SECTION MARKER

HEADSTONE FACE DIRECTION

STORM SEWER PIPE

CRYPT UNDERDRAIN CLEANOUT / UNDERDRAIN PIPE

CRYPT UNDERDRAIN HEADER PIPE CLEANOUT /

UNDERDRAIN HEADER PIPE

STORM STRUCTURES

FILTERRA INTERNAL BYPASS CURB INLET STRUCTURES

TRADITIONAL BURIAL SITES

INTERIOR CRYPT (TYP.)

PERIMETER CRYPT (TYP.)

LEGEND:

FG: 1136.90

TL: 1135.15

FG: 1137.50

INV.: 1129.25

2-INCH STEP BETWEEN CRYPTS

SEC

1. CONTRACTOR TO PROVIDE AMENDED SOILS ABOVE CRYPTS.

2. CONTRACTOR SHALL PROVIDE, AS A SUBMITTAL, A PROPOSED PLAN FOR

CONSTRUCTING AND PERFORMING THE GRADING IN CRYPT FIELDS TO THE

CEMETERY DIRECTOR FOR REVIEW AND APPROVAL. PLAN TO ADDRESS ANY

POTENTIAL RAIN IMPACTS DURING EXCAVATION OF THE CRYPT FIELDS.

3. NO BACKFILL SHALL BE PLACED ON THE CRYPTS PRIOR TO BEING INSPECTED AND

ACCEPTED BY THE RE THAT THE LID AND CRYPT NUMBERS MATCH

4. HORIZONTAL DATUM IS REFERENCED TO THE GEORGIA STATE PLANES, WEST ZONE

(NAD 83) COORDINATE SYSTEM. VERTICAL DATUM IS REFERENCED TO NAVD 88.

GRADING 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 G-

0.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

GRAPHICAL SCALE: 1"=10'

10 5 0 10 20 30

CG115

BURIAL SECTION GRADING

ENLARGEMENT PLAN SECTION 14C

FG: 1148.94

TL: 1147.19

FG: 1148.54

TL: 1146.88

FG: 1148.14

TL: 1146.39

FG: 1147.58

INV.:=1139.33

FG: 1139.90

FG: 1140.28

FG: 1140.66 FG: 1140.52 FG: 1140.50 FG: 1140.36

FG: 1139.67

FG: 1138.97

FG: 1138.39

FG: 1138.62

FG: 1138.85

FG: 1139.07

FG: 1139.30

FG: 1139.52

FG: 1139.75

FG: 1139.98 FG: 1139.14

FG: 1140.96

FG: 1140.82

FG: 1140.60

FG: 1140.42FG: 1140.46FG: 1140.48

FG: 1140.02FG: 1140.23

FG: 1140.33

FG: 1140.43

FG: 1140.53

FG: 1140.63

FG: 1140.73

FG: 1140.83

FG: 1141.47FG: 1141.35FG: 1141.12

FG: 1141.22

FG: 1141.32

FG: 1141.42

FG: 1142.02

FG: 1142.36

FG: 1142.70

FG: 1143.04 FG: 1143.29 FG: 1143.41

FG: 1144.06

FG: 1144.40

FG: 1144.74

FG: 1145.08

FG: 1145.41

FG: 1145.75 FG: 1145.95 FG: 1145.99 FG: 1146.43FG: 1146.39 FG: 1146.79FG: 1146.83 FG: 1145.47FG: 1145.59 FG: 1144.15FG: 1144.27 FG: 1143.55

FG: 1143.37

FG: 1143.18

FG: 1143.00

FG: 1142.81

FG: 1142.62

FG: 1142.03FG: 1142.01 FG: 1142.06

FG: 1141.88

FG: 1141.69

FG: 1141.50

FG: 1140.90

FG: 1140.68

FG: 1140.45

FG: 1140.23FG: 1140.18FG: 1140.16

FG: 1139.55

FG: 1139.32

FG: 1139.09

TL: 1137.34

FG: 1138.87

FG: 1138.64

FG: 1138.42

FG: 1138.19FG: 1138.57

FG: 1139.24FG: 1139.26FG: 1139.30

FG: 1139.70

FG: 1140.02

FG: 1140.51

FG: 1140.91FG: 1140.97FG: 1141.57FG: 1141.58FG: 1141.18FG: 1141.14

FG: 1140.06FG: 1140.05 FG: 1139.32FG: 1139.41

FG: 1148.07

INV.:=1139.82

SECTION 14D

1276 IN-GROUND CREMAIN SITES

(WITHIN 4'x4' PLOTS)

FG: 1140.12

FG: 1140.20

FG: 1140.29

FG: 1140.37

FG: 1140.46

FG: 1140.54

FG: 1140.63

FG: 1140.71

11461148

IN-GROUND CREMAIN SITES

GRAVESITE GRID MONUMENT

PRE-PLACED CRYPTS

ELEVATION LABEL

FINISHED GRADE ELEVATIONFG

TOP OF CRYPT LID ELEVATIONTL

EXISTING CONTOUR (5' INTERVAL)

EXISTING CONTOUR (1' INTERVAL)

PROPOSED CONTOUR (10' INTERVAL)

PROPOSED CONTOUR (2' INTERVAL)

INVERT OF STRUCTUREINV

CLEANOUT INVERT OUT AND FINISHED

GRADE ELEVATION LABEL

GRANITE SECTION MARKER

HEADSTONE FACE DIRECTION

STORM SEWER PIPE

CRYPT UNDERDRAIN CLEANOUT / UNDERDRAIN PIPE

CRYPT UNDERDRAIN HEADER PIPE CLEANOUT /

UNDERDRAIN HEADER PIPE

STORM STRUCTURES

FILTERRA INTERNAL BYPASS CURB INLET STRUCTURES

TRADITIONAL BURIAL SITES

INTERIOR CRYPT (TYP.)

PERIMETER CRYPT (TYP.)

LEGEND:

FG: 1136.90

TL: 1135.15

FG: 1137.50

INV.: 1129.25

2-INCH STEP BETWEEN CRYPTS

SEC

1. CONTRACTOR TO PROVIDE AMENDED SOILS ABOVE CRYPTS.

2. CONTRACTOR SHALL PROVIDE, AS A SUBMITTAL, A PROPOSED PLAN FOR

CONSTRUCTING AND PERFORMING THE GRADING IN CRYPT FIELDS TO THE

CEMETERY DIRECTOR FOR REVIEW AND APPROVAL. PLAN TO ADDRESS ANY

POTENTIAL RAIN IMPACTS DURING EXCAVATION OF THE CRYPT FIELDS.

3. NO BACKFILL SHALL BE PLACED ON THE CRYPTS PRIOR TO BEING INSPECTED AND

ACCEPTED BY THE RE THAT THE LID AND CRYPT NUMBERS MATCH

4. HORIZONTAL DATUM IS REFERENCED TO THE GEORGIA STATE PLANES, WEST ZONE

(NAD 83) COORDINATE SYSTEM. VERTICAL DATUM IS REFERENCED TO NAVD 88.

GRADING 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 G-

0.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

GRAPHICAL SCALE: 1"=10'

10 5 0 10 20 30

CG116

BURIAL SECTION GRADING

ENLARGEMENT PLAN SECTION 14D

WWWWWWWWWWWWWWW

W W

SEC

SEC SEC

FG: 1135.12

FG: 1135.39

FG: 1135.66

FG: 1135.93

FG: 1136.20

FG: 1136.48

FG: 1138.52

FG: 1138.63

FG: 1138.74 FG: 1138.04 FG: 1137.90 FG: 1136.78

FG: 1136.44

FG: 1130.84

FG: 1131.30

FG: 1131.76FG: 1134.00 FG: 1133.72

FG: 1130.34

FG: 1129.88

FG: 1129.43 FG: 1127.79 FG: 1127.57 FG: 1126.17

FG: 1126.26

FG: 1126.35

FG: 1125.16

FG: 1125.35

FG: 1125.54

FG: 1130.37

FG: 1130.65 FG: 1132.16 FG: 1132.35 FG: 1133.29

FG: 1133.05

FG: 1132.81

FG: 1128.85

FG: 1127.96

FG: 1127.06

FG: 1126.17

FG: 1125.27

FG: 1124.38FG: 1124.64FG: 1124.71

FG: 1136.77

FG: 1136.68FG: 1137.87FG: 1138.04FG: 1139.40 FG: 1135.40FG: 1132.39

FG: 1132.51

SECTION 12B

528 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)

1126 1124

FG: 1133.71 FG: 1133.90

FG: 1131.81

FG: 1132.02

FG: 1132.23FG: 1135.23

FG: 1135.38

FG: 1135.54

18" HDPE

18" HDPE 18" HDPE

30" HDPE

36 54

IN-GROUND CREMAIN SITES

GRAVESITE GRID MONUMENT

PRE-PLACED CRYPTS

ELEVATION LABEL

FINISHED GRADE ELEVATIONFG

TOP OF CRYPT LID ELEVATIONTL

EXISTING CONTOUR (5' INTERVAL)

EXISTING CONTOUR (1' INTERVAL)

PROPOSED CONTOUR (10' INTERVAL)

PROPOSED CONTOUR (2' INTERVAL)

INVERT OF STRUCTUREINV

CLEANOUT INVERT OUT AND FINISHED

GRADE ELEVATION LABEL

GRANITE SECTION MARKER

HEADSTONE FACE DIRECTION

STORM SEWER PIPE

CRYPT UNDERDRAIN CLEANOUT / UNDERDRAIN PIPE

CRYPT UNDERDRAIN HEADER PIPE CLEANOUT /

UNDERDRAIN HEADER PIPE

STORM STRUCTURES

FILTERRA INTERNAL BYPASS CURB INLET STRUCTURES

TRADITIONAL BURIAL SITES

INTERIOR CRYPT (TYP.)

PERIMETER CRYPT (TYP.)

LEGEND:

FG: 1136.90

TL: 1135.15

FG: 1137.50

INV.: 1129.25

2-INCH STEP BETWEEN CRYPTS

SEC

1. CONTRACTOR TO PROVIDE AMENDED SOILS ABOVE CRYPTS.

2. CONTRACTOR SHALL PROVIDE, AS A SUBMITTAL, A PROPOSED PLAN FOR

CONSTRUCTING AND PERFORMING THE GRADING IN CRYPT FIELDS TO THE

CEMETERY DIRECTOR FOR REVIEW AND APPROVAL. PLAN TO ADDRESS ANY

POTENTIAL RAIN IMPACTS DURING EXCAVATION OF THE CRYPT FIELDS.

3. NO BACKFILL SHALL BE PLACED ON THE CRYPTS PRIOR TO BEING INSPECTED AND

ACCEPTED BY THE RE THAT THE LID AND CRYPT NUMBERS MATCH

4. HORIZONTAL DATUM IS REFERENCED TO THE GEORGIA STATE PLANES, WEST ZONE

(NAD 83) COORDINATE SYSTEM. VERTICAL DATUM IS REFERENCED TO NAVD 88.

GRADING 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 G-

0.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

GRAPHICAL SCALE: 1"=10'

10 5 0 10 20 30

CG117

BURIAL SECTION GRADING

ENLARGEMENT PLAN SECTION 12A-12C

SEC SEC

FG: 1137.05FG: 1137.22

FG: 1136.96

FG: 1136.86

FG: 1136.77

FG: 1136.68FG: 1137.87FG: 1138.04FG: 1139.40

FG: 1142.28

FG: 1142.40

FG: 1142.51

FG: 1142.62 FG: 1142.54 FG: 1142.45

FG: 1142.75

FG: 1142.81

FG: 1142.86

FG: 1142.92

FG: 1142.98

FG: 1143.03

FG: 1143.09

FG: 1143.15 FG: 1143.07 FG: 1142.99

FG: 1143.31

FG: 1143.37

FG: 1143.42 FG: 1142.94 FG: 1142.88 FG: 1142.40

FG: 1142.21

FG: 1142.02

FG: 1141.58 FG: 1141.66 FG: 1141.77

FG: 1141.56

FG: 1141.35

FG: 1141.15

FG: 1140.94

FG: 1140.73

FG: 1140.52

FG: 1140.31

FG: 1139.95 FG: 1140.04 FG: 1140.18

FG: 1139.84

FG: 1139.50

FG: 1139.16

FG: 1135.40FG: 1132.39

FG: 1132.51

FG: 1132.62

FG: 1132.73

FG: 1133.13FG: 1132.85FG: 1134.85FG: 1135.05

SECTION 12D

1,186 IN-GROUND CREMAIN SITES

(WITHIN 4'x4' PLOTS)

FG: 1133.71 FG: 1133.90

FG: 1132.02

FG: 1132.23FG: 1135.23

FG: 1135.38

36 54

IN-GROUND CREMAIN SITES

GRAVESITE GRID MONUMENT

PRE-PLACED CRYPTS

ELEVATION LABEL

FINISHED GRADE ELEVATIONFG

TOP OF CRYPT LID ELEVATIONTL

EXISTING CONTOUR (5' INTERVAL)

EXISTING CONTOUR (1' INTERVAL)

PROPOSED CONTOUR (10' INTERVAL)

PROPOSED CONTOUR (2' INTERVAL)

INVERT OF STRUCTUREINV

CLEANOUT INVERT OUT AND FINISHED

GRADE ELEVATION LABEL

GRANITE SECTION MARKER

HEADSTONE FACE DIRECTION

STORM SEWER PIPE

CRYPT UNDERDRAIN CLEANOUT / UNDERDRAIN PIPE

CRYPT UNDERDRAIN HEADER PIPE CLEANOUT /

UNDERDRAIN HEADER PIPE

STORM STRUCTURES

FILTERRA INTERNAL BYPASS CURB INLET STRUCTURES

TRADITIONAL BURIAL SITES

INTERIOR CRYPT (TYP.)

PERIMETER CRYPT (TYP.)

LEGEND:

FG: 1136.90

TL: 1135.15

FG: 1137.50

INV.: 1129.25

2-INCH STEP BETWEEN CRYPTS

SEC

1. CONTRACTOR TO PROVIDE AMENDED SOILS ABOVE CRYPTS.

2. CONTRACTOR SHALL PROVIDE, AS A SUBMITTAL, A PROPOSED PLAN FOR

CONSTRUCTING AND PERFORMING THE GRADING IN CRYPT FIELDS TO THE

CEMETERY DIRECTOR FOR REVIEW AND APPROVAL. PLAN TO ADDRESS ANY

POTENTIAL RAIN IMPACTS DURING EXCAVATION OF THE CRYPT FIELDS.

3. NO BACKFILL SHALL BE PLACED ON THE CRYPTS PRIOR TO BEING INSPECTED AND

ACCEPTED BY THE RE THAT THE LID AND CRYPT NUMBERS MATCH

4. HORIZONTAL DATUM IS REFERENCED TO THE GEORGIA STATE PLANES, WEST ZONE

(NAD 83) COORDINATE SYSTEM. VERTICAL DATUM IS REFERENCED TO NAVD 88.

GRADING 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 G-

0.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

GRAPHICAL SCALE: 1"=10'

10 5 0 10 20 30

CG118

BURIAL SECTION GRADING

ENLARGEMENT PLAN SECTION 12D

160+00

161+00 162+00

163+00

PT: 163+12.64

SEC

FG: 1115.69

TL: 1113.94

FG: 1116.23

TL: 1114.48

FG: 1116.30

TL: 1114.55

FG: 1116.14

TL: 1114.39

FG: 1116.95

TL: 1115.20

FG: 1117.02

TL: 1115.27

FG: 1117.83

TL: 1116.08

FG: 1117.90

TL: 1116.15

FG: 1118.71

TL: 1116.96

FG: 1118.78

TL: 1117.03

FG: 1119.18

TL: 1117.43

FG: 1119.74

TL: 1117.99

FG: 1119.81

TL: 1118.06

FG: 1120.35

TL: 1118.60

FG: 1120.77

TL: 1119.02

FG: 1120.84

TL: 1119.09

FG: 1121.11

TL: 1119.36

FG: 1122.17

TL: 1120.42

FG: 1123.35

TL: 1121.60

FG: 1122.24

INV.:=1113.99

FG: 1121.17

INV.:=1112.92

FG: 1116.71

INV.:=1108.46

FG: 1118.08

INV.:=1109.83

FG: 1116.08

INV.:=1107.83

FG: 1115.28

INV.:=1107.03

FG: 1115.55

INV.:=1107.30

FG: 1116.84

INV.:=1108.59

FG: 1118.20

INV.:=1109.95

FG: 1120.68

INV.:=1112.43

FG: 1119.51

INV.:=1111.26 FG: 1120.35

INV.:=1112.10

225.5-4" HDPE PERFORATED

PIPE @ 0.50% MIN.

240-4" HDPE PERFORATED

PIPE @ 0.50% MIN.

220-4" HDPE PERFORATED

PIPE @ 0.50% MIN.

HDPE

" H

12" HDPE

HDPE

15" HDPE

C12

C11

C10

11401138

FG: 1121.90

TL: 1120.15

FG: 1121.83

TL: 1120.08

FINISHED GRADE

PITCH:2.9%

N35° 04' 10"E

SECTION 17

2,156 PRE-PLACED CRYPTS

(WITHIN 3'x8' PLOTS)

[NO STEPPING]

15" HDPE

" H

IN-GROUND CREMAIN SITES

GRAVESITE GRID MONUMENT

PRE-PLACED CRYPTS

ELEVATION LABEL

FINISHED GRADE ELEVATIONFG

TOP OF CRYPT LID ELEVATIONTL

EXISTING CONTOUR (5' INTERVAL)

EXISTING CONTOUR (1' INTERVAL)

PROPOSED CONTOUR (10' INTERVAL)

PROPOSED CONTOUR (2' INTERVAL)

INVERT OF STRUCTUREINV

CLEANOUT INVERT OUT AND FINISHED

GRADE ELEVATION LABEL

GRANITE SECTION MARKER

HEADSTONE FACE DIRECTION

STORM SEWER PIPE

CRYPT UNDERDRAIN CLEANOUT / UNDERDRAIN PIPE

CRYPT UNDERDRAIN HEADER PIPE CLEANOUT /

UNDERDRAIN HEADER PIPE

STORM STRUCTURES

FILTERRA INTERNAL BYPASS CURB INLET STRUCTURES

TRADITIONAL BURIAL SITES

INTERIOR CRYPT (TYP.)

PERIMETER CRYPT (TYP.)

LEGEND:

FG: 1136.90

TL: 1135.15

FG: 1137.50

INV.: 1129.25

2-INCH STEP BETWEEN CRYPTS

SEC

1. CONTRACTOR TO PROVIDE AMENDED SOILS ABOVE CRYPTS.

2. CONTRACTOR SHALL PROVIDE, AS A SUBMITTAL, A PROPOSED PLAN FOR

CONSTRUCTING AND PERFORMING THE GRADING IN CRYPT FIELDS TO THE

CEMETERY DIRECTOR FOR REVIEW AND APPROVAL. PLAN TO ADDRESS ANY

POTENTIAL RAIN IMPACTS DURING EXCAVATION OF THE CRYPT FIELDS.

3. NO BACKFILL SHALL BE PLACED ON THE CRYPTS PRIOR TO BEING INSPECTED AND

ACCEPTED BY THE RE THAT THE LID AND CRYPT NUMBERS MATCH

4. HORIZONTAL DATUM IS REFERENCED TO THE GEORGIA STATE PLANES, WEST ZONE

(NAD 83) COORDINATE SYSTEM. VERTICAL DATUM IS REFERENCED TO NAVD 88.

GRADING 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 G-

0.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

GRAPHICAL SCALE: 1"=10'

10 5 0 10 20 30

CG119

BURIAL SECTION GRADING

ENLARGEMENT PLAN SECTION 17

KEY MAP

(NOT TO SCALE)

MATCHLINE

SEE SHEET CG120

FG: 1123.35

TL: 1121.60

FG: 1123.52

TL: 1121.77

FG: 1123.69

TL: 1121.94

FG: 1123.71

TL: 1121.96

FG: 1123.72

TL: 1121.97

FG: 1123.84

TL: 1122.09

FG: 1123.86

TL: 1122.11

FG: 1123.88

TL: 1122.13

FG: 1123.89

TL: 1122.14

FG: 1123.91

TL: 1122.16

FG: 1123.72

TL: 1121.97

FG: 1123.74

TL: 1121.99

FG: 1123.76

TL: 1122.01

FG: 1123.22

TL: 1121.47

FG: 1123.15

TL: 1121.40

FG: 1122.27

TL: 1120.52

FG: 1122.34

TL: 1120.59

FG: 1121.46

TL: 1119.71

FG: 1121.31

TL: 1119.56

FG: 1121.24

TL: 1119.49

FG: 1120.97

TL: 1119.22

FG: 1120.69

TL: 1118.94

FG: 1120.40

TL: 1118.65

FG: 1118.08

INV.:=1109.83

FG: 1123.76

INV.:=1115.51

FG: 1119.45

INV.:=1111.20

FG: 1118.20

INV.:=1109.95

FG: 1119.57

INV.:=1111.32

FG: 1123.45

TL: 1121.70

FG: 1123.39

TL: 1121.64

FG: 1123.64

TL: 1121.89

FG: 1123.57

TL: 1121.82

186-4" HDPE PERFORATED

PIPE @ 0.50% MIN.

225.5-4" HDPE PERFORATED

PIPE @ 0.50% MIN.

HDPE

" H

C13

C12

FINISHED GRADE

PITCH:2.9%

N35° 04' 10"E

11421118

1128 1130

1134 1136

SECTION 17

2,156 PRE-PLACED CRYPTS

(WITHIN 3'x8' PLOTS)

[NO STEPPING]

IN-GROUND CREMAIN SITES

GRAVESITE GRID MONUMENT

PRE-PLACED CRYPTS

ELEVATION LABEL

FINISHED GRADE ELEVATIONFG

TOP OF CRYPT LID ELEVATIONTL

EXISTING CONTOUR (5' INTERVAL)

EXISTING CONTOUR (1' INTERVAL)

PROPOSED CONTOUR (10' INTERVAL)

PROPOSED CONTOUR (2' INTERVAL)

INVERT OF STRUCTUREINV

CLEANOUT INVERT OUT AND FINISHED

GRADE ELEVATION LABEL

GRANITE SECTION MARKER

HEADSTONE FACE DIRECTION

STORM SEWER PIPE

CRYPT UNDERDRAIN CLEANOUT / UNDERDRAIN PIPE

CRYPT UNDERDRAIN HEADER PIPE CLEANOUT /

UNDERDRAIN HEADER PIPE

STORM STRUCTURES

FILTERRA INTERNAL BYPASS CURB INLET STRUCTURES

TRADITIONAL BURIAL SITES

INTERIOR CRYPT (TYP.)

PERIMETER CRYPT (TYP.)

LEGEND:

FG: 1136.90

TL: 1135.15

FG: 1137.50

INV.: 1129.25

2-INCH STEP BETWEEN CRYPTS

SEC

1. CONTRACTOR TO PROVIDE AMENDED SOILS ABOVE CRYPTS.

2. CONTRACTOR SHALL PROVIDE, AS A SUBMITTAL, A PROPOSED PLAN FOR

CONSTRUCTING AND PERFORMING THE GRADING IN CRYPT FIELDS TO THE

CEMETERY DIRECTOR FOR REVIEW AND APPROVAL. PLAN TO ADDRESS ANY

POTENTIAL RAIN IMPACTS DURING EXCAVATION OF THE CRYPT FIELDS.

3. NO BACKFILL SHALL BE PLACED ON THE CRYPTS PRIOR TO BEING INSPECTED AND

ACCEPTED BY THE RE THAT THE LID AND CRYPT NUMBERS MATCH

4. HORIZONTAL DATUM IS REFERENCED TO THE GEORGIA STATE PLANES, WEST ZONE

(NAD 83) COORDINATE SYSTEM. VERTICAL DATUM IS REFERENCED TO NAVD 88.

GRADING 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 G-

0.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

GRAPHICAL SCALE: 1"=10'

10 5 0 10 20 30

CG120

BURIAL SECTION GRADING

ENLARGEMENT PLAN SECTION 17

KEY MAP

(NOT TO SCALE)

MATCHLINE

SEE SHEET CG119

CEMETERY ROADWAY PROFILE

. G

EX. GRADE

@ ROAD C/L

PR. GRADE

@ ROAD C/L

PHASE 2 CEMETERY

ROADWAY

STA. 153+46 - 167+72

EX. GRADE

@ ROAD C/L

PR. GRADE

@ ROAD C/L

-10.00%

1.04%

-6.00%

-2.00%

-5.50%

-1.90%

PVI STA. = 162+50

PVI ELEV. = 1115.81'

A = -3.50 K = 28.57

100.00' VC

.81

.06

PVI STA. = 160+00

PVI ELEV. = 1120.81'

A = 4.00 K = 25.00

100.00' VC

.00

.81

.00

.81

.31

T O

. E

.21

.47

.10

.47

=C L I

.73 -C

.09

.17

=C L I

-C

.89

.84

.34

.84

.57

.76

.41

.52

.09

.12

.38

.65

.91

.11

.93

.31

.25

.81

.31

.81

.31

.81

.31

.81

.31

.81

.43

.31

.43

.81

.31

.81

.31

.81

.31

.81

.20

.37

.32

.06

.68

.31

.93

.56

.18

.81

.43

.06

.80

.76

.95

.36

.88

.41

.93

.46

.98

.51

HP STA. = 156+52.31

HP ELEV. = 1139.11

PVI STA. = 156+87.50

PVI ELEV. = 1139.56'

A = -7.04 K = 14.20

100.00' VC

.50

.04

.50

.56

LP STA. = 155+35.83

LP ELEV. = 1138.05

PVI STA. = 154+75

PVI ELEV. = 1137.34'

A = 11.04 K = 13.58

150.00' VC

.00

.84

.00

.12

PVI STA. = 165+50

PVI ELEV. = 1099.31'

A = 3.60 K = 27.78

100.00' VC

.00

.06

.00

.36

COMPACTED FILL

(PER GEOTECH)

COMPACTED FILL

(PER GEOTECH)

-2.25%

18" HDPE

18" H

DPE

" H

DPE

EX. CARILLON

UGE

OHE

OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE

OHE

UGC

EX. WATER

ESM'T (TYP.)

EX. 8" D.I.P. WATER

MAIN (TYP.)

EX. UNDERGROUND

ELECTRICAL

CONDUIT (TYP.)

EX. UNDERGROUND

COMMUNICATIONS

CONDUIT (TYP.)

EX. UTILITYPOLE (TYP.)

EX. GUYWIRE (TYP.)

EX. COMM.POLE (TYP.)

C91+00

92+00

93+00

152+00

153+00

OHE

OHEPT: 152+25.80

EX. 8" D.I.P.WATER MAIN(TYP.)

1128112611241122 1118111611141112 1128

11261128

04110

10981096

1128 1118

1102110411061108

16111

811201122

11321134113611381140114211441146

39'

27'

78' (TYP.)

39' 39'

39'

15'

3' (TYP.)

SEC

153+00

154+00

155+00 156+00 157+00

158+00

159+00

160+00 161+00

162+00

163+00

164+00

165+00 166+00

167+00 168+00

169+00 169+25PC: 153+63.69

: 1

1.4

: 1

8.4

PT: 158+91.69

PC: 159+18.87

: 1

2.6

: 1

4.2

: 1

2.8

12+00

13+00

14+00

PC: 10+97.88

: 1

.23

: 1

.49

PT: 14+67.24

-2.94%

44 11

1138 1134

10 96

113011281126

28 11

22 11 20 111

10 11 0 8

54 11

52 11 50 11

46 11 44 11 42 11 40 11

34 11

30 11 28 11

26 11

11141116

11261128

110 2

11001 1001098

109 8 110 0

1112 1110

10 11

08 11

06 11

00 10

96 10

92 10

1 1

110 6

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 T-

1.D

W G

Gordon

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

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

PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

The LA Group

(518) 587-8100

BID DOCUMENTS

RVi

(512) 480-0032

Leo A Daly

(402) 391-8111

Aqua Engineering

(970) 372-6104

NORTH

GRAPHICAL SCALE: 1"=50'

50 25 0 50 100 150

CT201

ROADWAY CENTERLINE PROFILE

VERTICAL SCALE: 1"=5'

0 2.5 5 10 15

COLUMBARIUM ROAD PROFILE

. G

COLUMBARIUM ROADWAY

EX. GRADE

@ ROAD C/L

PR. GRADE

@ ROAD C/L

1.1 7-

.89

0.7 5=

+1 9.4

.09

-2.00%

2.00%

-2.00%

-5.96%

-7.05%

-3.00%

3.00%

PVI STA. = 11+62.50

PVI ELEV. = 1108.33'

A = 3.96 K = 18.93

75.00' VC

+2 5.0

.56

+0 0.0

.58

PVI STA. = 14+37.50

PVI ELEV. = 1102.83'

A = -5.05 K = 14.84

75.00' VC

.58

.18

.17

.01

.73

.80

.68

.88

.41

.63

.61

.66

.48

.06

.86

.49

.87

.26

.17

.16

.88

.37

.39

.15

.04

.89

.72

.23

PVI STA. = 15+12.50

PVI ELEV. = 1097.54'

A = 4.05 K = 12.33

50.00' VC

+8 7.5

.30

+3 7.5

.79

HP STA. = 10+62.61

HP ELEV. = 1112.80

PVI STA. = 10+75

PVI ELEV. = 1113.54'

A = -8.96 K = 8.37

75.00' VC

+3 7.5

.42

+1 2.5

.31

OHE

OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE

EX. GUYWIRE (TYP.)

EX. COMM.POLE (TYP.)

6112411221118

112411261128

16 11

1108110611041102

1098 1104

11261128

11021104 1106110

18112

39' 27'

COLUMBARIUM C3,200 GARDEN NICHES

39' 39'

3' (TYP.)

SEC

162+00

163+00

164+00 165+00 166+00

167+00

168+00

169+00

: 1

2.6

: 1

4.2

: 1

2.8

12+00 13+00 14+00

PC: 10+97.88

: 1

.23

: 1

.49

PT: 14+67.24

-2.94%

109 6

11161116

28 11 26 11 24 11 22 11 20 11

18 11 16 111

181 1

1 0 11

111211141116

10981100

11001 1001098

10981100

2 111

08 11

06 11

00 10

96 10

92 10

0 2

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

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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"=50'

50 25 0 50 100 150

CT202

COLUMBARIUM ROADWAY

CENTERLINE PROFILE

VERTICAL SCALE: 1"=5'

G W

. E

3.8

3 ( B.

W . E

3.5 0)

9.5 0=

.85 (B

.W . E

2.6 5)

5= P.

I. @ R

L T.

W . E

9.3 0 (

. E

3.3

0.9 6=

.90

9.9 6=

I. @

.80

L T.

W . E

1.7 7 (

. E

1.4

SEGMENTAL RETAINING WALL

EX. GRADE @

WALL FRONT

PR. GRADE @

WALL FRONT

7.5 0=

. E

0.0

0 ( B.

W . E

7.5 0)

9.5 4=

.40

EX. GRADE @

WALL BACK

EX. GRADE @

WALL BACK

PR. GRADE @

WALL FRONT

EX. GRADE @

WALL FRONT

6" MIN. GRANULAR

LEVELING PAD

6" MIN. GRANULAR

LEVELING PAD

GEOSYNTHETIC

REINFORCEMENT (TYP.)

GEOSYNTHETIC

REINFORCEMENT (TYP.)

154+00

155+00

156+00

154+00

155+00

156+00

" H

9+90

10+00

10+20

10+40

10+60

10+80

11+00 11+20

11+40 11+60 11+80

12+00

12+20

12+40

12+60

12+80

13+00

13+10

PI: 10+15.00

PI:

+7 9.9

PC: 10+19.50 PT

: 1

.961

SEGMENTAL RETAINING WALL

KEYNOTE LEGEND:

DESCRIPTION

SB100

WROUGHT IRON GUARDRAIL FENCE 2

CI521

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

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\C D2

\B K-

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

BK201

SEGMENTAL RETAINING WALL

PROFILE

NOTES:

1. THE PROFILE SHOWN IS FOR THE CONCEPTUAL LAYOUT OF THE SEGMENTAL RETAINING

WALL. THE WALL'S COMPONENTS, EXCAVATIONS AND DRAINAGE SHALL BE DESIGNED

BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF GEORGIA.

GRAPHICAL SCALE: 1"=10'

10 5 0 10 20 30

VERTICAL SCALE: 1"=10'

0 5 10 20 30

AutoCAD SHX Text

KEY

AutoCAD SHX Text

1158115611541152

11681168

58 11

18" HDPE

EX. 6" PVC ROOF

DRAIN (TYP.)

VETERAN CEMETERY ROAD

PUBLIC

INFORMATION

CENTER

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

UGE

EUGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC

UGC

UGE

UGC

PUBLIC

INFORMATION

CENTER

88+00

89+00

11+00

12+00

13+

14+00

15+00

16+00

17+00

18+00

11+00

12+00

OHE

EX. CONCRETESIDEWALK (TYP.)

FAMILY ROOM

256 SF

1162116 01158

EX. WETLAND W3

EX. EPHEMERAL

STREAM (TYP.)

EX. SEDIMENT

BASIN "L"

1158115611541152

00 1090

105210541056

10581060

10621064

1066106810701072 107410761078

1080108210841086108810901092

109410961098

1104110611081110

111211141116111811201122112411261128

1118 1116

11221124

16 11

14 11

1118111611141112 1108110611041102

1098109610941092 1088108610841082

10781076107410721068106610641062105

50104

410421040

11681168

58 11

10421044

1108110611041102

11021100

1098 1096

115011481146114411421140

114811461144114211401138113611341132

18" HDPE

" H

18" HDPE

" H

30" HDPE

EX. 6" PVC ROOF

DRAIN (TYP.)

EX. FLAG

SLEEVE (TYP.)

EX. CARILLON

CORTEGE

ASSEMBLY

CASKET PLOTS)

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

OHE

OHE OHE

OHE

UGC

UGC UGC

UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC

UGC

UGE

UGC

PUBLIC

INFORMATION

CENTER

EX. SITE

SIGNAGE

(TYP.)

EX. TRAFFIC

SIGNAGE

(TYP.)

EX. FLAG

SLEEVE (TYP.)

87+00

88+00

89+00

90+00

91+00

92+00

93+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.)

PT: 152+25.80

EX. CONCRETE

SIDEWALK (TYP.)

EX. SITE

SIGNAGE

(TYP.)

C10

C11

C12

C13

20 21

155+00

156+00

157+00

158+00

+00

160+00

161+00

162+00

163+00

SECTION 17

2,156 PRE-PLACED CRYPTS

(WITHIN 3'x8' PLOTS)

164+00

165+00

166+00

167+00

12+00

13+00

14+00

15+00

15+81

COLUMBARIUM C

3,200 GARDEN NICHES

SEC

REFORESTATION /

REVEGETATION

AREA = 19,290 SF

REFORESTATION /

REVEGETATION

AREA = 6,460 SF

REFORESTATION /

REVEGETATION

AREA = 8,330 SF

REFORESTATION /

REVEGETATION

AREA = 10,910 SF

REFORESTATION /

REVEGETATION

AREA = 34,230 SF

REFORESTATION /

REVEGETATION

AREA = 18,650 SF

-2.

1138 1138

1114 11

10861088

109 6

115011481146

1124 11

1 1

1120 1118 1116

111611141112

11041102110010981096

28 11

26 11 24 11 22 11

20 11 18 11

16 11

1 811

12 11 10 11

115611581160

1110111211141116

110 2

109 8

110 21100109 8

11001 1001098

10981100

1114 1112

1108 1106

08 11

06 11 04 11

00 10

98 10 96 10

94 10 92 10

1118 10941096109811001102

1138 1138

110 2

110 0

110 4110 6

5 7

LEGEND:

REFORESTATION /

REVEGETATION AREA

LIMITS OF WORK

LIMITS OF CLEARING

BIORETENTION BASIN AREA

UNDERGROUND CONCRETE

DETENTION POND (STORMTRAP)

KEY

KEYNOTE LEGEND:

DESCRIPTION

RIP-RAP OUTLET (AVG. STONE DIA.=2.5';

MAX. STONE DIA.=3.75'; APRON THICKNESS=5.50')

6'x4' FILTERRA INTERNAL BYPASS CURB INLET

UNDERGROUND CONCRETE DETENTION POND #1

(STORMTRAP) OUTFALL STRUCTURE

HYDRODYNAMIC SEPARATOR INLINE

CDS WATER QUALITY STRUCTURE

UNDERGROUND CONCRETE DETENTION POND #1

(DOUBLE STORMTRAP)

GC501

CJ500

CJ505

CJ501

3 8'x6' FILTERRA INTERNAL BYPASS CURB INLET 1

CJ500

4 10'x6' FILTERRA INTERNAL BYPASS CURB INLET 1

CJ500

UNDERGROUND CONCRETE DETENTION POND #2

(SINGLE STORMTRAP)

CJ505

CJ501

FLOW SPLITTER STORM DRAINAGE MANHOLE 4

CJ500

UNDERGROUND CONCRETE DETENTION POND #2

(STORMTRAP) OUTFALL STRUCTURE

CJ500

BIORETENTION BASIN #1

(SURFACE AREA=1,385 SF)

CJ500

BIORETENTION BASIN #2

(SURFACE AREA=1,460 SF)

CJ500

13 CONCRETE CHANNEL 2

CJ500

CJ100

STORMWATER MANAGEMENT PLAN

CJ100

STORMWATER MANAGEMENT PLAN

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 J-1

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

KEY MAP

(NOT TO SCALE)

NORTH

GRAPHICAL SCALE: 1"=50'

50 25 0 50 100 150

STORMWATER MANAGEMENT NARRATIVE:

ALL STORMWATER MANAGEMENT FACILITIES SHALL BE IN STRICT COMPLIANCE WITH THE 2016 EDITION

OF THE GEORGIA STORMWATER MANAGEMENT MANUAL. STORMWATER MANAGEMENT IS PROVIDED

ONLY FOR THE PROPOSED IMPROVEMENTS. THE STATE RECOMMENDATION FOR EXTENDED DETENTION OF THE 24-HOUR 25-YEAR AND 100-YEAR STORM EVENTS SHOULD BE WAIVED, GIVEN THE POOR SOILS, STEEP SLOPES, AND OBJECTIVE TO MINIMIZE THE LIMITS OF DISTURBANCE. A DETAILED ANALYSIS FOR

STORMWATER MANAGEMENT HAS BEEN PROVIDED IN AN ATTACHED REPORT.

REFORESTATION/REVEGETATION NOTES:

1. LANDSCAPING SHALL BE IN ACCORDANCE WITH THE GEORGIA STORMWATER MANAGEMENT

MANUAL 2016 EDITION.

2. CONTRACTOR TO REFER TO THE LANDSCAPE ARCHITECT'S PLANS FOR THE LANDSCAPING

REQUIREMENTS AND DETAILS.

3. TREES SHOULD NOT BE PLANTED WITHIN THE POWER COMPANY'S EASEMENT. THE ONLY

LANDSCAPING WITHIN THE EASEMENT SHOULD BE A MEADOW GRASS THAT DOES NOT NEED TO BE

MAINTAINED.

CONSTRUCTION NOTES:

1. CONTRACTOR TO INSTALL EACH STORMWATER MANAGEMENT FACILITY IN ACCORDANCE WITH THE

MANUFACTURER'S REQUIREMENTS.

2. SHOP DRAWINGS ARE REQUIRED TO BE SUBMITTED FOR APPROVAL TO THE RE/COR PRIOR TO

ORDERING MATERIALS FOR INSTALLATION.

3. CONTRACTOR TO FOLLOW ALL RECOMMENDATIONS FROM THE GEOTECHNICAL ENGINEER

APPLICABLE TO THE STORMWATER MANAGEMENT FACILITIES.

4. THE STORMTRAP UNDERGROUND DETENTION SYSTEM SHOULD BE LINED WITH AN IMPERMEABLE

LINER, REFER TO DETAILS IMPERMEABLE LINER SPECIFICATIONS.

5. THE CONTRACTOR MAY PROPOSE TO USE AN ALTERNATIVE STORMWATER MANAGEMENT FACILITY AS LONG AS THE FACILITIES ARE AN APPROVED EQUAL. THE CONTRACTOR IS REQUIRED TO SUBMIT AN ALTERNATE FACILITIES TO THE RE/COR FOR REVIEW AND APPROVAL.STORMWATER MANAGEMENT PLAN - ADD ALTERNATE OPTION B

NORTH

GRAPHICAL SCALE: 1"=50'

50 25 0 50 100 150

4' 1.5

'5'

2.5

TOP OF WEIR

NOTE: THE STRUCTURAL DESIGN AND

INSTALLATION REQUIREMENTS SHALL BE IN

ACCORDANCE WITH THE GEORGIA STANDARD

MANHOLE SPECIFICATIONS. SEE STORM DRAIN

DETAILS FOR STANDARD DETAIL.

R2.5'

WEIR WALL

H = 2.5'

TOP ELEV. 1152.20

INV. IN = 1149.70

INV. OUT = 1149.70

RIM ELEV. 1156.70

12" HDPE

EX 18" HDPE

INV. IN = 1149.70

NOTE: THE STRUCTURAL DESIGN AND INSTALLATION

REQUIREMENTS SHALL BE IN ACCORDANCE WITH THE

GEORGIA STANDARD MANHOLE SPECIFICATIONS. SEE

STORM DRAIN DETAILS FOR STANDARD DETAIL.

R2.5'

12" WEIR WALL

H = 7.5'

TOP ELEV. 1090.00INV. IN = 1085.50

RIM ELEV. 1098.00

18" HDPE

12" DIA.

ORIFICE

3' WIDE WEIR

1.5' 1.5' 1.5

6.5

1.5

4' 1.5

'5'

2.5

2.8 5'

TOP OF WEIR

NOTE: THE STRUCTURAL DESIGN AND INSTALLATION

REQUIREMENTS SHALL BE IN ACCORDANCE WITH THE

GEORGIA STANDARD MANHOLE SPECIFICATIONS. SEE

STORM DRAIN DETAILS FOR STANDARD DETAIL.

R2.5'

INV. IN = 1149.45

INV. OUT = 1149.45

12" HDPE

8" WEIR WALL

H = 2.5'

TOP ELEV. 1151.95

INV. IN = 1149.45

RIM ELEV. 1156.30

6" DIA.

ORIFICE

8" DIA.

ORIFICE

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 J-5

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

TOP OF DOME GRATE=1098.67'

TOP OF MULCH=1098.25'

BOTTOM OF MULCH=1098'

BOTTOM OF SOIL MEDIA=1094'

BOTTOM OF CHOKER STONE=1093.75'

BOTTOM OF GRAVEL=1092.75'

48" SOIL MEDIA DEPTH

3" SHREDDED HARDWOOD MULCH

MIN. 3" CHOKER STONE,

NO. 8 OR NO. 89

12" NO. 57 UNDERDRAIN STONE

3:1 SIDE

SLOPES (MAX.)

6" Ø SCHD. 40 PVC UNDERDRAIN

WITH 3" OF GRAVEL ABOVE AND

BELOW UNDERDRAIN PIPE.

OUTFALLS TO STRUCTURE 14

12" MAX.

PONDING

DEPTH

BIORETENTION A BASIN: #1

NOT TO SCALE

8" Ø DOME

GRATE INLET

BIORETENTION B BASIN: #2

NOT TO SCALE

FILTERRA INTERNAL BYPASS CURB (FTIBC) CONFIGURATION DETAIL1

CJ500

STORMWATER MANAGEMENT

NOTES AND DETAILS

TOP OF DOME GRATE=1098.67'

TOP OF MULCH=1098.25'

BOTTOM OF MULCH=1098'

BOTTOM OF SOIL MEDIA=1094'

BOTTOM OF CHOKER STONE=1093.75'

BOTTOM OF GRAVEL=1092.75'

NOT TO SCALE

HYDRODYNAMIC SEPARATOR INLINE CDS STANDARD DETAIL2

NOT TO SCALE

BIORETENTION BASIN CALCULATIONS AND DETAILS3

BIORETENTION PLANTING MEDIA SPECIFICATIONS:

1. TEXTURE: SANDY LOAM OR LOAMY SAND.

2. SAND CONTENT: SOILS SHALL CONTAIN 35%-60% CLEAN, WASHED SAND.

3. TOPSOIL CONTENT: SOILS SHALL CONTAIN 20% - 30% TOPSOIL.

4. ORGANIC MATTER CONTENT: SOILS SHALL CONTAIN 10% - 25% ORGANIC MATTER.

5. CLAY: SOILS SHOULD CONTAIN LESS THAN 15%.

6. INFILTRATION RATE: SOILS SHALL HAVE AN INFILTRATION RATE OF AT LEAST 0.50 IN/HR, AN

INFILTRATION RATE OF BETWEEN 2 AND 4 IN/HR IS PREFERRED.

7. PHOSPHORUS INDEX (P-INDEX): SOILS SHALL HAVE A P-INDEX OF LESS THAN 30.

8. EXCHANGE CAPACITY (CEC): SOILS SHALL HAVE A CEC THAT EXCEEDS 10 MILLIEQUIVALENTS

(MEQ) PER 100 GRAMS OF DRY WEIGHT.

9. PH: SOILS SHALL HAVE A PH OF 6-8.

NOTE: REFER TO THE LANDSCAPE ARCHITECT'S PLANS FOR

THE BIORETENTION LANDSCAPE DESIGN.

48" SOIL MEDIA DEPTH

MIN. 3" CHOKER STONE,

NO. 8 OR NO. 89

12" NO. 57 UNDERDRAIN STONE

3:1 SIDE

SLOPES (MAX.)

6" Ø SCHD. 40 PVC UNDERDRAIN

WITH 3" OF GRAVEL ABOVE AND

BELOW UNDERDRAIN PIPE.

OUTFALLS TO STRUCTURE 22

12" MAX.

PONDING

DEPTH

8" Ø DOME

GRATE INLET

NOTE: REFER TO THE STORM PROFILES FOR INVERTS OF ALL HYDRODYNAMIC STRUCTURES.

NOT TO SCALE

FLOW SPLITTER DETAIL4 NOT TO SCALE

OUTFALL STRUCTURE - UNDG DETENTION POND #15

NOT TO SCALE

OUTFALL STRUCTURE - UNDG DETENTION POND #26

ADD ALTERNATE OPTION B

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 J-5

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

STORMWATER MANAGEMENT

NOTES AND DETAILS

CJ501

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 J-5

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

CJ502

STORMWATER MANAGEMENT

NOTES AND DETAILS

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 J-5

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

CJ503

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 J-5

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

CJ504

2' 2'

4' 4'

L8" X W6" X H8"

CONC. BLOCK

6" MIN.

SPACING

0.5

0.67'

4' 4'

1.5'

L8" X W6" X H8"

CONC. BLOCK

57'

18" HDPE

1.5'

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

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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

CJ505

STORMWATER MANAGEMENT

NOTES AND DETAILS

NOT TO SCALE

MODIFIED USBR TYPE IX BAFFLED CONC. APRON DETAILS1

NOT TO SCALE

STORMTRAP IMPERMEABLE LINER SPECIFICATIONS3

NOT TO SCALE

CONCRETE CHANNEL DETAILS2

NOTE: BOTH STORMTRAP SYSTEMS ARE TO HAVE AN IMPEARMEABLE LINER AROUND THE OUTSIDE OF THE FACILITY. CONTRACTOR TO COORDINATE WITH THE MANUFACTURER FOR THE INSTALLATION REQUIREMENTS.

EX. GRADE

PR. GRADE

152.55' - 15"

HDPE @ 5.83%

146.61' - 15"

HDPE @ 4.71%

146.15' - 15"

HDPE @ 4.48%

161.91' - 15"

HDPE @ 2.90%

214.25' - 15"

HDPE @ 1.03%

22.00' - 15"

HDPE @ 0.68%

137.52' - 15"

HDPE @ 4.80%

.84

.27

.59

.83

7.4 1=

3.9

0 ( 6-

4.0

0 ( 8-

4.0

0 (

-1 5"

9.3 2=

8.7

0 ( 7-

8.8

0 ( 9-

2.4

5 (

-1 5"

5.4 7=

5.3

5 ( 8-

5.4

5 (

-1 5"

5.4 5 (

-1

2.0 8=

2.3

5 ( 9-

2.4

5 (

-1 5"

2.4 5 (

-1

4.6 3=

1.3

5 (

-1 5"

1.4 5 (

-1

1.4

5 (

-1 5"

8.8 9=

3.6

5 (

-1 5"

3.7 5 (

-1

0.8 9=

" x

" T

.13

.10

10.00' - 18"

HDPE @ 3.00%

19.88' - 18"

HDPE @ 2.51%

9.5 0 (

9.8 8=

0.4

0 ( 5-

7.3

0 ( 7-

0.6

5 (

-1 5"

UNDERGROUND

DETENTION

STRUCTURE

0.8 9=

1" (L

3.9 0 (

-1

COMPACTED

STRUCTURAL FILL

4.6

7 ( 4"

ILT

4.8

2 ( 4"

ILT

8.2

2 ( 4"

ILT

9.8 8=

0.0 0 (

0.1 0 (

EX. GRADE

PR. GRADE

22.00' - 15"

HDPE @ 5.00%

.84

"V 1"

0.4 0 (

7.3 0 (

0.6 5 (

-1

"V 1"

1.7 5 (

2.2 1 (

4" U

N (F

ILT

8.7 5 (

4" U

N (B

-B

PR. GRADE

EX. GRADE

22.00' - 15"

HDPE @ 5.91%

.27

"V 1"

3.9 0 (

4.0 0 (

-1

"V 1"

5.3 0 (

PR. GRADE

EX. GRADE

22.00' - 15"

HDPE @ 0.68%

.59

"V 1"

5.3 5 (

5.4 5 (

-1

5.4

5 (

-1 5"

"V 1"

5.6 0 (

6.5 2 (

4" U

N (F

ILT

PR. GRADE

EX. GRADE

22.00' - 15"

HDPE @ 0.68%

.59

+0 0=

8.7

0 ( 7-

8.8

0 ( 9-

2.4

5 (

-1 5"

"V 1"

2.6 0 (

PR. GRADE

22.00' - 15"

HDPE @ 0.68%

.59

"V 1"

2.3 5 (

2.4 5 (

-1

2.4

5 (

-1 5"

"V 1"

2.6 0 (

-1

EX. GRADE

3.5

2 ( 4"

ILT

T) ) 22.00' - 15"

HDPE @ 0.68%

.59

"V 1"

1.3 5 (

-1

1.4

5 (

-1 5"

1.4 5 (

-1

"V 1"

1.6 0 (

-1

PR. GRADE

EX. GRADE

RIP-RAP

APRON

.60

2.3

0 ( 1-

2.3

0 ( 3-

2.5

0 ( 2-

51.34' - 18"

HDPE @ 2.00%

10.00' - 18"

HDPE @ 2.00%

EX. GRADE

PR. GRADE

8.6 6=

" S

. C

1.2 7 (

UNDERGROUND

DETENTION

STRUCTURE

BAFFLED

CONC.

APRON

.72 4-O

.50

4-N

.35

4-K

.98

4-J

.33

4-I

9.7 5=

8.7 5 (

4- J-1

9.7 5=

9.0

0 ( 4-

I-1 2"

9.0 0 (

4- K-

2.0 9=

9.4 0 (

4- J-1

9.4

0 ( 4-

L-

+7 2.0

9.4

5 ( 4-

K-

6.4 9=

9.4

5 ( 4-

N-

4.8 5=

9.6

0 ( 4-

M-

V…

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