922CM3006_GANC_Bid Documents_Plans_01-07.pdf

CHEROKEE COUNTY

CANTON, GEORGIA

CONSTRUCTION DOCUMENTS FOR PHASE 2

PROJECT NUMBER: 922CM3006

BID DOCUMENTS

LOCATION MAP

N.T.S.

VICINITY MAP

N.T.S.

CONSULTANTS

DRAWING INDEX

SITE/CIVIL

1. GI001 COVER SHEET

2. GI002 GENERAL NOTES, SYMBOLS AND ABBREVIATIONS

3. VL100 OVERALL EXISTING CONDITIONS PLAN

4. BL100 BORING LOCATION PLAN

5. CS001 FACILITIES CONDITIONS ASSESSMENT

6. CS100 OVERALL SITE DEVELOPMENT PLAN

7. CT100 SITE CIRCULATION & PHASING PLAN

8. GC001 EROSION & SEDIMENT CONTROL NOTES

9. GC101 EROSION & SEDIMENT CONTROL PLAN PHASE 1

10. GC102 EROSION & SEDIMENT CONTROL PLAN PHASE 1

11. GC103 EROSION & SEDIMENT CONTROL PLAN PHASE 1

12. GC104 EROSION & SEDIMENT CONTROL PLAN PHASE 1

13. GC401 EROSION & SEDIMENT CONTROL PLAN PHASE 1 - ADD ALTERNATE OPTION B

14. GC105 EROSION & SEDIMENT CONTROL PLAN PHASE 2

15. GC106 EROSION & SEDIMENT CONTROL PLAN PHASE 2

16. GC107 EROSION & SEDIMENT CONTROL PLAN PHASE 2

17. GC108 EROSION & SEDIMENT CONTROL PLAN PHASE 2

18. GC402 EROSION & SEDIMENT CONTROL PLAN PHASE 2 - ADD ALTERNATE OPTION B

19. GC109 EROSION & SEDIMENT CONTROL PLAN PHASE 3

20. GC110 EROSION & SEDIMENT CONTROL PLAN PHASE 3

21. GC111 EROSION & SEDIMENT CONTROL PLAN PHASE 3

22. GC112 EROSION & SEDIMENT CONTROL PLAN PHASE 3

23. GC403 EROSION & SEDIMENT CONTROL PLAN PHASE 3 - ADD ALTERNATE OPTION B

24. GC501 EROSION & SEDIMENT CONTROL DETAILS

25. GC502 EROSION & SEDIMENT CONTROL DETAILS

26. GC503 EROSION & SEDIMENT CONTROL DETAILS

27. CD101 DEMOLITION PLAN

28. CD102 DEMOLITION PLAN

29. CD103 DEMOLITION PLAN

30. CD104 DEMOLITION PLAN

31. CD400 DEMOLITION PLAN - ADD ALTERNATE OPTION B

32. CS101 SITE LAYOUT PLAN

33. CS102 SITE LAYOUT PLAN

34. CS103 SITE LAYOUT PLAN

35. CS104 SITE LAYOUT PLAN

36. CS105 SITE LAYOUT PLAN - ADD ALTERNATE OPTION D

37. CS400 SITE LAYOUT PLAN - ADD ALTERNATE OPTION B

38. CS110 BURIAL SECTION NUMBERING PLAN SECTION 5

39. CS111 BURIAL SECTION NUMBERING PLAN SECTION 4

40. CS112 BURIAL SECTION NUMBERING PLAN SECTION 15

41. CS113 BURIAL SECTION NUMBERING PLAN SECTIONS 15 & 14A

42. CS114 BURIAL SECTION NUMBERING PLAN SECTION 14B

43. CS115 BURIAL SECTION NUMBERING PLAN SECTION 14C

44. CS116 BURIAL SECTION NUMBERING PLAN SECTION 14D

45. CS117 BURIAL SECTION NUMBERING PLAN SECTION 12A-12C

46. CS118 BURIAL SECTION NUMBERING PLAN SECTION 12D

47. CS119 BURIAL SECTION NUMBERING PLAN SECTION 17

48. CS120 BURIAL SECTION NUMBERING PLAN SECTION 17

49. CG101 GRADING & DRAINAGE PLAN

50. CG102 GRADING & DRAINAGE PLAN

51. CG103 GRADING & DRAINAGE PLAN

52. CG104 GRADING & DRAINAGE PLAN

53. CG105 GRADING & DRAINAGE PLAN - ADD ALTERNATE OPTION D

54. CG400 GRADING & DRAINAGE PLAN - ADD ALTERNATE OPTION B

55. CG110 BURIAL SECTION GRADING ENLARGEMENT PLAN SECTION 5

56. CG111 BURIAL SECTION GRADING ENLARGEMENT PLAN SECTION 4

57. CG112 BURIAL SECTION GRADING ENLARGEMENT PLAN SECTION 15

58. CG113 BURIAL SECTION GRADING ENLARGEMENT PLAN SECTION 14A

59. CG114 BURIAL SECTION GRADING ENLARGEMENT PLAN SECTION 14B

60. CG115 BURIAL SECTION GRADING ENLARGEMENT PLAN SECTION 14C

61. CG116 BURIAL SECTION GRADING ENLARGEMENT PLAN SECTION 14D

62. CG117 BURIAL SECTION GRADING ENLARGEMENT PLAN SECTION 12A-12C

63. CG118 BURIAL SECTION GRADING ENLARGEMENT PLAN SECTION 12D

64. CG119 BURIAL SECTION GRADING ENLARGEMENT PLAN SECTION 17

65. CG120 BURIAL SECTION GRADING ENLARGEMENT PLAN SECTION 17

66. CT201 ROADWAY CENTERLINE PROFILE

67. CT202 COLUMBARIUM ROADWAY CENTERLINE PROFILE

68. BK201 SEGMENTAL RETAINING WALL PROFILE

69. CJ100 STORMWATER MANAGEMENT PLAN

70. CJ500 STORMWATER MANAGEMENT NOTES AND DETAILS

71. CJ501 STORMWATER MANAGEMENT NOTES AND DETAILS

72. CJ502 STORMWATER MANAGEMENT NOTES AND DETAILS

73. CJ503 STORMWATER MANAGEMENT NOTES AND DETAILS

74. CJ504 STORMWATER MANAGEMENT NOTES AND DETAILS

75. CJ505 STORMWATER MANAGEMENT NOTES AND DETAILS

76. CU260 STORM SEWER PROFILES

77. CU261 STORM SEWER PROFILES

78. CU265 STORM SEWER COMPUTATIONS

79. DT501 CRYPT AND BURIAL SECTION DETAILS

80. DT502 CRYPT AND BURIAL SECTION DETAILS

81. DT503 CRYPT AND BURIAL SECTION DETAILS

82. DT504 ROADWAY DETAILS

83. DT505 VEHICULAR GUARDRAIL DETAILS

84. DT506 STORM DRAINAGE DETAILS

85. CS410 COLUMBARIUM 'C' SITE LAYOUT PLAN: BASE BID

86. CS411 COLUMBARIUM 'C' AND 'D' SITE LAYOUT PLAN: ADD ALTERNATE B

87. CG410 COLUMBARIUM 'C' SITE GRADING PLAN: BASE BID

88. CG411 COLUMBARIUM 'C' SITE DRAINAGE PLAN: BASE BID

89. CG412 COLUMBARIUM 'C' AND 'D' SITE GRADING PLAN: ADD ALTERNATE B

90. CG413 COLUMBARIUM 'C' AND 'D' SITE DRAINAGE PLAN: ADD ALTERNATE B

91. CI100 EXISTING SIGN INVENTORY PLAN

92. CI101 EXISTING SIGN INVENTORY IMAGES 1

93. CI102 EXISTING SIGN INVENTORY IMAGES 2

94. CI103 EXISTING SIGN INVENTORY IMAGES 3

95. CD110 EXISTING SIGNAGE DEMOLITION PLAN

96. CI110 SITE SIGNAGE PLAN 1

97. CI111 SITE SIGNAGE PLAN 2

98. CI112 SITE SIGNAGE PLAN 3

99. CI600 SITE SIGNAGE SCHEDULE

100. CI120 SITE FURNISHINGS PLAN 1

101. CI121 SITE FURNISHINGS PLAN 2

102. CI122 SITE FURNISHINGS PLAN 3

103. CI501 SIGNAGE DETAILS 1

104. CI502 SIGNAGE DETAILS 2

105. CI503 SIGNAGE DETAILS 3

106. CI504 SIGNAGE DETAILS 4

107. CI505 SIGNAGE DETAILS 5

108. CI520 SITE FURNISHING DETAILS 1

109. CI521 SITE FURNISHING DETAILS 2

110. CI522 SITE FURNISHING DETAILS 3

111. CI523 SITE FURNISHING DETAILS 4

112. CI700 COLUMBARIUM 'C' AND 'D' WALL NUMBERING PLAN

113. CI701 TYPICAL COLUMBARIUM ELEVATIONS

114. CI702 COLUMBARIUM 'C' ELEVATIONS 1

115. CI703 COLUMBARIUM 'C' ELEVATIONS 2

116. CI704 COLUMBARIUM 'C' ELEVATIONS 3

117. CI705 COLUMBARIUM 'D' ELEVATIONS 1: ADD ALTERNATE B

118. CI706 COLUMBARIUM 'D' ELEVATIONS 1: ADD ALTERNATE B

119. CI707 COLUMBARIUM 'D' ELEVATIONS 2: ADD ALTERNATE B

120. CI708 COLUMBARIUM 'D' ELEVATIONS 3: ADD ALTERNATE B

121. CI709 COLUMBARIUM 'D' ELEVATIONS 4: ADD ALTERNATE B

122. CI710 COLUMBARIUM 'D' ELEVATIONS 4: ADD ALTERNATE B

123. CI711 COLUMBARIUM 'D' ELEVATIONS 5: ADD ALTERNATE B

124. CI712 COLUMBARIUM 'D' ELEVATIONS 6: ADD ALTERNATE B

125. CI713 COLUMBARIUM DETAILS 1

126. CI714 COLUMBARIUM DETAILS 2

127. CI715 COLUMBARIUM DETAILS 3

128. CI716 COLUMBARIUM DETAILS 4

129. CI717 COLUMBARIUM DETAILS 5

130. CI718 COLUMBARIUM DETAILS 6

131. CI719 COLUMBARIUM RAMP DETAILS

132. CI750 COMMITTAL SERVICE SHELTER SERVICE EMBLEM REPLACEMENT DETAILS: ADD ALTERNATE E

133. CI751 MEMORIAL WALL SERVICE EMBLEM REPLACEMENT DETAILS: ADD ALTERNATE E

LANDSCAPE

134. L-100 OVERALL LANDSCAPE PLAN

135. L-101 LANDSCAPE PLAN

136. L-102 LANDSCAPE PLAN

137. L-103 LANDSCAPE PLAN

138. L-104 LANDSCAPE PLAN

139. L-105 LANDSCAPE PLAN

140. L-106 LANDSCAPE PLAN

141. L-107 LANDSCAPE PLAN

142. L-108 LANDSCAPE PLAN ENLARGEMENT

143. L-501 PLANTING SCHEDULE AND DETAILS

IRRIGATION

144. LI100 IRRIGATION NOTES AND LEGEND

145. LI101 OVERALL IRRIGATION PLAN

146. LI102 IRRIGATION PLAN

147. LI103 IRRIGATION PLAN

148. LI104 IRRIGATION PLAN

149. LI105 IRRIGATION PLAN

150. LI501 IRRIGATION DETAILS

151. LI502 IRRIGATION DETAILS

152. LI503 IRRIGATION DETAILS

GENERAL STRUCTURAL & ARCHITECTURAL

153. G-001 GENERAL NOTES, SYMBOLS AND ABBREVIATIONS

154. G-002 LIFE SAFETY PLAN (ADD ALTERNATE)

STRUCTURAL

155. S-001 STRUCTURAL GENERAL NOTES

156. SB100 FOUNDATION PLAN AND DETAILS (ADD ALTERNATE)

157. SB101 FOUNDATION DETAILS

158. SF200 FRAMING PLAN AND DETAILS (ADD ALTERNATE)

ARCHITECTURAL

159. AD101 PUBLIC INFORMATION CENTER - DEMOLITION PLAN AND ELEVATION (ADD ALTERNATE B)

160. AE101 PUBLIC INFORMATION CENTER - FLOOR PLAN, ROOF PLAN AND REFLECTED CEILING PLAN (ADD ALTERNATE B)

161. AE102 PUBLIC INFORMATION CENTER - ELEVATIONS AND SECTIONS (ADD ALTERNATE B)

162. AE110 ADMIN/MAINTENANCE BUILDING - PARTIAL FLOOR PLAN AND REFLECTED CEILING PLAN (ADD ALTERNATE A)

163. AE301 WALL SECTIONS (ADD ALTERNATE)

164. AE501 DETAILS (ADD ALTERNATE)

165. AE601 PARTITION TYPES, SCHEDULES AND DETAILS (ADD ALTERNATE)

MECHANICAL

166. M-001 MECHANICAL NOTES, SYMBOLS AND ABBREVIATIONS

167. MD101 MECHANICAL DEMOLITION PLANS (ADD ALTERNATE)

168. M-101 MECHANICAL PLANS (ADD ALTERNATE)

169. M-701 MECHANICAL SCHEDULES AND DETAILS (ADD ALTERNATE)

PLUMBING

170. P-001 PLUMBING NOTES, SYMBOLS AND ABBREVIATIONS

171. P-101 PLUMBING PLANS, SCHEDULES AND DETAILS (ADD ALTERNATE A)

ELECTRICAL

172. E-001 ELECTRICAL SYMBOLS AND GENERAL NOTES

173. ED101 ELECTRICAL DEMOLITIONS PLAN (ADD ALTERNATE)

174. EP101 POWER PLANS

175. EL101 LIGHTING PLANS (ADD ALTERNATE)

176. ET101 SYSTEMS PLANS (ADD ALTERNATE)

177. E-601 ELECTRICAL DETAILS (ADD ALTERNATE)

178. E-701 ELECTRICAL SCHEDULES (ADD ALTERNATE)

NO. DRAWING DRAWING TITLE

Know what'sbelow.

before you dig.Call

R

GEORGIA NATIONAL CEMETERY

NO. DRAWING DRAWING TITLE

planning + landscape architecture

712 Congress Avenue, Suite 300

Austin, Texas 78701

(512) 480-0032

PREPARED BY

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

O'CONNOR CONSTRUCTION

MANAGEMENT, INC.

6110 EXECUTIVE BOULEVARD

SUITE 440

ROCKVILLE, MD 20852

PHONE: 202-299-0530

WWW.OCMI.COM

P L A N N I N G A R C H I T E C T U R E E N G I N E E R I N G

LEO A DALY

730 SECOND AVENUE SOUTH

SUITE 1300

MINNEAPOLIS, MN 55402

PHONE: 612-338-8741

WWW.LEOADALY.COM

I N T E R I O R S

EST. 1915

GI001

NORTH

NORTH

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

CHEROKEE COUNTY, GEORGIA

922CM3006

FEBRUARY 28, 2022 DCW MAC Dwg. of 178

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSIONVA FORM 08 - 6231

321 4 5 6 7 8 9

GEORGIA NATIONAL CEMETERY

CONSTRUCTION DOCUMENTS

FOR PHASE 2

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Gordon

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

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

PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

The LA Group

(518) 587-8100

BID DOCUMENTS

RVi

(512) 480-0032

Leo A Daly

(402) 391-8111

Aqua Engineering

(970) 372-6104

COVER SHEET

3944 JFK Parkway, Unit 12C Fort Collins, CO 80525-3089 970.229.9668 www.aquaengineering.com

U.S. DEPARTMENT

OF VETERANS AFFAIRSVA

GRAVESITE YIELD SUMMARY

COLUMBARIUM

NICHES

TOTAL NUMBER

OF GRAVESITESIN-GROUND CREMAIN

SITES (4'x4')

CREMAIN PLOTS

PRE-PLACED

DOUBLE-DEPTH

CRYPTS (3'x8')

CASKET PLOTS

OVERSIZED

PRE-PLACED

DOUBLE-DEPTH

CRYPTS (5'x10')

TRADITIONAL CASKET

PRIVATE VAULTS

(5'x10')

---SECTION 4

SECTION 5

SECTION 12

SECTION 14

SECTION 15

SECTION 17

COLUMBARIUM C

COLUMBARIUM D

362 294 --- 656

---2,322 --- --- --- 2,322

------ --- --- 2,648 2,648

------ --- --- 4,296 4,296

---2,146 --- --- --- 2,146

---2,156 --- --- --- 2,156

3,200--- --- --- --- 3,200

4,100--- --- --- ---

TOTAL NUMBER OF

GRAVESTITES 7,3006,624 362 294 6,944 21,524

4,100

LOCATION

AutoCAD SHX Text

ALABAMA

AutoCAD SHX Text

GEORGIA

AutoCAD SHX Text

TENNESSEE

AutoCAD SHX Text

NORTH CAROLINA

AutoCAD SHX Text

SOUTH CAROLINA

AutoCAD SHX Text

ATLANTIC OCEAN

AutoCAD SHX Text

PROJECT LOCATION

AutoCAD SHX Text

CHEROKEE COUNTY

AutoCAD SHX Text

PROJECT LOCATION

AutoCAD SHX Text

FLORIDA

EXISTING PROPOSED

BOUNDARY/RIGHT-OF-WAY LINE

ADJACENT BOUNDARY LINE

EASEMENT LINE

ROAD CENTERLINE

HEADER CURB

CURB & GUTTER

EDGE OF PAVEMENT

CHAIN LINK FENCE

OVERHEAD UTILITY LINE

UNDERGROUND UTILITY LINE

WATER MAIN

BUILDINGS

SIDEWALK

SANITARY SEWER MAIN

STORM SEWER LINE

TREES/SHRUBS

LIMITS OF WORK

INDEX CONTOUR LINE

INTERMEDIATE CONTOUR LINE

SPOT ELEVATIONS

MISCELLANEOUS SIGNS

SITE LIGHT WITH POLE

DRIP LINE OF TREES

REVERSE CURB

543.6

TO BE

REMOVED

TO

REMAIN

BOARD FENCE

8" W/M8" W/M

8" PVC SAN. SEW.

15" HDPE

TRANS.CURB

SOIL BOUNDARY

HbB HgC

WIRE FENCE

EDGE OF GRAVEL

GUARDRAIL

CIVIL LEGEND:

EDGE OF CONCRETE

LP

SANITARY SEWER CLEAN-OUT

SANITARY SEWER MANHOLE

STORM SEWER MANHOLE

STORM SEWER DROP INLET

STORM SEWER CURB INLET

STORM SEWER RIP-RAP

STORM SEWER END SECTION

FIRE HYDRANT

WATER VALVE

WATER METER

MAIL BOX

UTILITY POLE

FEATURE WALL

OVERHEAD COMMUNICATIONS LINE

UNDERGROUND COMMUNICATIONS LINE

BUILDING MOUNTED LIGHT

UTILITY POLE GUY WIRE

SANITARY SEWER FORCE MAIN

8" PVC SAN. SEW.

15" HDPE

EX. CC RBF

CONCRETE MONUMENT/IRON REBAR

TBSCC-TBSIPF

UNDERGROUND GAS LINE

C3

CO

45 0

GS 45 0

TC 45 0

INV

EX.

EX.

X

CO

MB

MONVDH

EX. VDH

ABBREVIATIONS:

HEADSTONE FACE DIRECTION

BURIAL CRYPT PLOTS

GRAVESITE GRID MONUMENT

CONCRETE SECTION MARKER

DRAINAGE FLOW ARROW

DETAIL LABEL

KEYNOTE REFERENCE LABEL

GRANITE SECTION MARKER

F

PRE-PLACED CRYPTS

INTERIOR CRYPT (TYP.)

PERIMETER CRYPT (TYP.)

XX

LIMITS OF GRADING

LIMITS OF CLEARING

XX

XXXXX

WETLANDS

IN-GROUND CREMAIN SITES

FLAG SLEEVES

FLAG POLEF

DETAIL NO.

SHEET REFERENCE

DIRECTION OF TRAFFIC ARROWS

FEATURE WALL

33 32

TEST PIT LOCATION

A AREA OR ARC

AC ACRE

ADA AMERICANS WITH DISABILITIES ACT

ADMIN ADMINISTRATION

AGE ABOVE GROUND ELECTRIC

AGEC ABOVE GROUND ELECTRIC CONDUIT

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

APPROX APPROXIMATE

ARCH ARCHITECTURAL

ASPH ASPHALT

AST ABOVE-GROUND STORAGE TANK

ATS ACTIVE TREATMENT SYSTEM

AVE AVENUE

AWWA AMERICAN WATER WORKS ASSOCIATION

A/C AIR CONDITIONING

BC BOTTOM OF CURB

BF BASEMENT FLOOR

BFP BACKFLOW PREVENTER

BFV BUTTERFLY VALVE

BITUM BITUMINOUS

BL BASE LINE

BLDG BUILDING

BLVD BOULEVARD

BM BENCHMARK, BASELINE MARKER

BMP BEST MANAGEMENT PRACTICES

BOE BOTTOM OF EXCAVATION

BOV BLOW OFF VALVE

BRG BEARING

BRL BUILDING RESTRICTION LINE

BV BALL VALVE

BW BOTTOM OF WALL

C COEFFICIENT OF RUNOFF

CALC CALCULATE

CB CATCH BASIN OR CHORD BEARING

CC CENTER TO CENTER

CCTV CLOSED CIRCUIT TELEVISION

CD CONSTRUCTION DOCUMENTS, CONTRACT DOCUMENTS OR CHECK DAM

CDW CHILLED DRINKING WATER

CDWR CHILLED DRINKING WATER RETURN

CDWS CHILLED DRINKING WATER SUPPLY

CE CONSTRUCTION ENTRANCE

CEM CEMENT OR CEMETERY

CF CONTRACTOR FURNISHED

CFS CUBIC FEET PER SECOND OR COMPOST FILTER SOCK

CG CURB AND GUTTER

CHD CHORD

CIP CAST IRON PIPE OR CULVERT INLET PROTECTION

CJ CONTRACTION JOINT

CL CENTERLINE, CLASS

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CN CURVE NUMBER

CND CONDUIT

CNR CORNER

CO CLEANOUT

COL COLUMN

COMM COMMUNICATIONS

CONC CONCRETE

COND CONDITION OR CONDENSER

CONF CONFERENCE

CONN CONNECTION

CON CONTAMINATED

CONSTR CONSTRUCTION

CONT CONTINUATION

CONTR CONTRACT OR CONTRACTOR

COR CONTRACTING OFFICER'S REPRESENTATIVE

COTG CLEANOUT TO GRADE

COV COVER OF CUT OFF VALVE

CPv CHANNEL PROTECTION VOLUME

CPPE CONSERVATION PRACTICE PHYSICAL EFFECTS

CPP CORRUGATED PLASTIC PIPE

CRN CROWN

CSB CONCRETE SPLASH BLOCK

CSI CONSTRUCTION SPECIFICATIONS INSTITUTE

CSS COMMITTAL SERVICE SHELTER

CSP CONCRETE SEWER PIPE

CT COURT

CTR CENTER OR CONTOUR

CTRL CONTROL

CTS COOLING TOWER SUPPLY

CTV CABLE TELEVISION

CV CONTROL VALVE

CW CLOCKWISE OR CONCRETE WASHOUT

CWP COLD WATER PIPING

D DEPTH

DAT DATUM

DB DEED BOOK; DESIGN-BUILD; DRAIN BASIN

DBL DOUBLE

DD DIVERSION DIKE

DEG DEGREE

DEMO DEMOLITION

DEPT DEPARTMENT

DESC DESCRIPTION

DET DETAIL

DI DROP INLET

DIA DIAMETER

DIFF DIFFERENCE

DIP DUCTILE IRON PIPE

DIST DISTANCE

DM DROP MANHOLE

DOC DOCUMENT

DOM DOMESTIC

DR DRIVE

DRE DECOMPOSED ROCK ELEVATION

DS DOWNSPOUT

DWG DRAWING

D/W DRIVEWAY

D DELTA

EA EACH

EBL EAST BOUND LANE

EC EDGE OF CONCRETE

ECL EROSION CONTROL LOG

EG EDGE OF GUTTER

EJ EXPANSION JOINT

ELEV ELEVATION

ELEC ELECTRICAL

ENTR ENTRANCE

EOI END OF INFORMATION

EP EDGE OF PAVEMENT

EPA ENVIRONMENTAL PROTECTION AGENCY

E&S EROSION & SEDIMENT

ES END SECTION

ESMT EASEMENT

ETO EARLY TURNOVER

EPT EXTERNAL PIPE THREAD

EQ EQUAL

EW END WALL

EXP EXPANSION

EX EXISTING

EXT EXTERIOR

FAR FLOOR AREA RATIO

FC FACE OF CURB

FD FOUNTAIN DRAIN

FF FIRST FLOOR OR FINISHED FLOOR

FG FINISHED GRADE

FH FIRE HYDRANT

FIN FINISHED

FLR FLOOR

FN FENCE

FP FLOOD PLAIN

FOC FACE OF CURB

FOTG FIELD OFFICE TECHNICAL GUIDE

FOY FOYER

FP FLAG POLE OR FIRE PROTECTION

FPS FEET PER SECOND

FR FROM

FS FILTER SOCK

FT FEET

FWS FLOWER WATERING STATION

G GAS

GAL GALLON

GDR GUARD RAIL

GEN GENERATOR

GFA GROSS FLOOR AREA

GIP GALVANIZED IRON PIPE

GL GROUND LEVEL

GOVT GOVERNMENT

GR GRADE

GR GUARD RAIL

GS GROUND SHOT

H HORIZONTAL

HC HANDICAP

HCP HANDICAPPED

HDPE HIGH DENSITY POLYETHYLENE

HDR HEADER

HDWL HEADWALL

HGL HYDRAULIC GRADE LINE

HH HAND HOLE

HLBC HOT LAID BITUMINOUS CONCRETE

HMA MOT-MIX ASPHALT

HP HIGH POINT OR HIGH PRESSURE

HR HAND RAIL

HT HEIGHT

HW HOT WATER

HWSR HOT WATER SUPPLY & RETURN

HWY HIGHWAY

HYD HYDRANT

HYDR HYDRAULIC

I RAINFALL INTENSITY

ID INSIDE DIAMETER

IGC IN-GROUND CRYPT

IN INCH

INV INVERT

IP IRON PIPE OR INLET PROTECTION

IPF IRON PIPE FOUND

IPS IRON PIPE SET

IRR IRRIGATION

IW IRRIGATION WATER

JB JUNCTION BOX

K ONE THOUSAND (KILO)

KWY KEYWAY

L LENGTH

LAT LATERAL

LF LINEAR FEET

LOC LOCATION

LONG LONGITUDE

LOS LINE OF SIGHT

LP LOW POINT OR LOW PRESSURE

LT LIGHT OR LEFT

LL LOWER LEVEL

M MARKER

MAINT MAINTENANCE

MAT MATERIAL

MAX MAXIMUM

MB MAIL BOX

MECH MECHANICAL

MED MEDIUM

MEMO MEMORANDUM

MEP MECHANICAL, ELECTRICAL, PLUMBING

MFG MANUFACTURING

MGT MANAGEMENT

MH MANHOLE

MI MILE

MIN MINIMUM

MISC MISCELLANEOUS

ML MATERIALS LIST

MN MAGNETIC NORTH

MOD MODEL OR MODIFY

MON MONUMENT

MS MEDIAN STRIP

MSL MEAN SEA LEVEL

MTG MEETING

MTL MATERIAL

MULT MULTIPLE

MUNIC MUNICIPAL

N NORTH

N/F NOW OR FORMERLY

NA MOT APPLICABLE

NAT NATURAL

NATL NATIONAL

NBC NATIONAL BUILDING CODE

NBL NORTH BOUND LANE

NCA NATIONAL CEMETERY ADMINISTRATION

NCPS NATIONAL CONSERVATION PRACTICE STANDARDS

NCTCOG NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS

NE NOT EXCEEDING

NFA NET FLOOR AREA

NHCP NATIONAL HANDBOOK OF CONSERVATION PRACTICES

NIC NOT IN CONTRACT

NO NUMBER

NOI NOTICE OF INTENT

NOM NOMINAL

NPDES NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM

NRCP NON-REINFORCED CONCRETE PIPE

NRCS NATURAL RESOURCES CONSERVATION SERVICE

NSA NATIONAL STONE ASSOCIATION

NTP NOT TO PROCEED

NTS NOT TO SCALE

OC ON CENTER

OCEW ON CENTER EACH WAY

OD OUTSIDE DIAMETER

OFB ORGANIC FILTER BERM

OFD OVERFLOW DRAIN

OFT ORGANIC FILTER TUBE

OH OVERHANG

OHC OVERHEAD COMMUNICATIONS

OHE OVERHEAD ELECTRIC

OP OUTLET PROTECTION

OS OVER-SIZED

OZ OUNCE

P PERIMETER, RAINFALL DEPTH

PAR PARALLEL

PAT PATTERN

PB PULL BOX

PC POINT OF CURVATURE

PCA PORTLAND CEMENT ASSOCIATION

PCC POINT OF COMPOUND CURVE

PCEP POINT OF CURVE, EDGE OF PAVEMENT

PCT PERCENT

PCTC POINT OF CURVE, TOP OF CURB

PERF PERFORATED

PED PEDESTAL

PG PAGE

PGL POINT OF GRADE LINE

PH PROFILE HOLE

PI POINT OF INTERSECTION

PIC PUBLIC INFORMATION CENTER

PIV POST INDICATOR VALVE

PL PROPERTY LINE

POTW POTABLE WATER

PP POLYPROPYLENE (PLASTIC)

PPC PRE-PLACED CRYPT

PRC POINT OF REVERSE CURVE

PRELIM PRELIMINARY

POTW PUBLICLY-OWNED TREATMENT WORKS

PROP PROPOSED

PSI POUNDS PER SQUARE INCH

PSL PIPE SLEEVE

PT POINT OF TANGENCY

PTS PASSIVE TREATMENT SYSTEM

PV PRIVATE VAULT

PVC POLY VINYL CHLORIDE (PLASTIC PIPE)

PVI POINT OF VERTICAL INTERSECTION

PVMT PAVEMENT

PVT POINT OF VERTICAL TANGENCY

P&P PLAN AND PROFILE

Q FLOW, AMOUNT OF RUNOFF

Qf EXTREME FLOOD VOLUME Qp OVERBANK FLOOD PROTECTION VOLUME

QTR QUARTER

QTY QUANTITY

QUAD QUADRANT

QUAL QUALITY

R RISER, RADIUS

RAD RADIANS

RCN RUNOFF CURVE NUMBER

RCP REINFORCED CONCRETE PIPE, REFLECTED CEILING PLAN

RD ROAD, ROOF DRAIN

RDC REDUCER

RE RESIDENT ENGINEER

REP REPAIR

REQ REQUIRED

REV REVISION

REv RECHARGE VOLUME

RGP ROUGH GRADING PLAN

RPA RESOURCE PROTECTION AREA

RR RAILROAD

RTE ROUTE

RT RIGHT

RV RELIEF VALVE

RW RETAINING WALL

R/W RIGHT-OF-WAY

SAN SANITARY

SB SPLASH BLOCK OR SEDIMENT BASIN

SBL SOUTH BOUND LANE

SCF SEDIMENT CONTROL FENCE

SCHED SCHEDULE

SD STORM DRAIN

SDMH STORM DRAIN MANHOLE

SEC SECTION

SEG SEGMENT

SEL SELECT

SEW SEWER

SF SQUARE FEET OR SILT FENCE

SSF SUPER SILT FENCE

SJ SCORED JOINT

SLV SLEEVE

SM SECTION MARKER

SMH STEAM MANHOLE

SOV SHUT OFF VALVE

SP SITE PLAN

SPEC SPECIFICATION

SPKLR SPRINKLER

SQ SQUARE

SS SANITARY SEWER, STORM SEWER OR STEAM SUPPLY

ST STREET OR SEDIMENT TRAP

STA STATION

STD STANDARD

STE STEAM

STK STACK

STM STORM

SUPT SUPPORT

SURV SURVEY

SVC SERVICE

SWM STORMWATER MANAGEMENT

S/W SIDEWALK

SWPPP STORM WATER POLLUTION PREVENTION PLAN (SWP3)

SWG SEWAGE

Sx CROSS SLOPE

SYM SYMBOL

T TANGENT

T&M TIME AND MATERIALS

TB TEST BORE

TC TOP OF CURB

Tc TIME OF CONCENTRATION

TCEQ TEXAS COMMISSION ON ENVIRONMENTAL QUALITY

TCP TERRA COTTA PIPE, TRAFFIC CONTROL PLAN

TELE TELEPHONE

TH TEST HOLE

TNL TUNNEL

TOB TOP OF BANK

TOC TOP OF CURB

TOP TOP OF PAVEMENT

TOPO TOPOGRAPHY

TP TEST PIT, TELEPHONE POLE, OR TREE PROTECTION

TPDES TEXAS POLLUTANT DISCHARGE ELIMINATION SYSTEM

TW TOP OF WALL

TXDOT TEXAS DEPARTMENT OF TRANSPORTATION

TYP TYPICAL

UD UNDERDRAIN

U/G UNDERGROUND

UGC UNDERGROUND COMMUNICATIONS

UGE UNDERGROUND ELECTRIC

UFC UNIFORM FIRE CODE

UL UPPER LEVEL

UON UNLESS OTHERWISE NOTED

UP UTILITY POLE

USACE U.S. ARMY CORPS OF ENGINEERS

USDA U.S. DEPARTMENT OF AGRICULTURE

UTIL UTILITY

V VERTICAL

VA VETERANS ADMINISTRATION, VIRGINIA

VAR VARIES

VC VERTICAL CURVE

VEL VELOCITY

VERT VERTICAL

VF VERTICAL FOOT

VIC VICINITY

VID VIDEO

VIF VERIFY IN FIELD

VOL VOLUME

W WATER, WEST OR WIDE

W/ WITH

W/O WITHOUT

WBL WEST BOUND LANE

WI WROUGHT IRON

WL WATER LINE

WM WATER MAIN OR WATER METER

WO WORK ORDER

WQv WATER QUALITY VOLUME

WSE WATER SURFACE ELEVATION

WT WATER TIGHT

WW WASTE WATER

X-ING CROSSING

YI YARD INLET

YR YEAR

Z SIDE SLOPES

GENERAL NOTES:

1. PROPOSED SITE IMPROVEMENTS FOR 'GEORGIA NATIONAL CEMETERY PHASE 2' INCLUDES, BUT IS NOT LIMITED TO, DEMOLITION OF EXISTING ASPHALT PAVEMENT AND

SUBBASE MATERIALS, EXISTING CURB & GUTTER, EXISTING STORM DRAIN INFRASTRUCTURE, AND EXISTING VEGETATION. OTHER IMPROVEMENTS INCLUDE GRAVESITE EXPANSION (PRE-PLACED CRYPTS, TRADITIONAL CASKETS, IN-GROUND CREMAIN SITES, COLUMBARIUM NICHES), CONSTRUCTION OF COLUMBARIUM WALLS, PARKING AREA EXPANSION, CORTEGE BYPASS LANE, ADMINISTRATION BUILDING RENOVATION, PIC EXPANSION, ROADS, SIGNAGE, SITE FURNISHINGS, LANDSCAPING, AND IRRIGATION

SYSTEM. THE PROJECT IS LOCATED IN CANTON, CHEROKEE COUNTY, GEORGIA.

2. TOPOGRAPHIC INFORMATION OUTSIDE OF THE LIMITS OF CONSTRUCTION OBTAINED FROM PHASE 1 CONSTRUCTION DOCUMENTS.

3. PHASE II EXPANSION AREA AND EXISTING CEMETERY PROVIDED PURSUANT TO FIELD RUN SURVEY PERFORMED BY LOWE ENGINEERING IN AUGUST AND OCTOBER OF 2021.

4. THE DATUM FOR THIS SITE WAS ESTABLISHED UTILIZING GLOBAL POSITIONING SYSTEMS AND BASED ON POSITIONAL VALUES FOR THE VIRTUAL REFERENCE STATION NETWORK DEVELOPED BY LIECA SMARTNET. THE HORIZONTAL REFERENCE FRAME IS NORTH AMERICAN DATUM OF 1983 (NAD83). STATE PLAN COORDINATE SYSTEM OF GEORGIA, WEST ZONE. THE VERTICAL REFERENCE FRAME IS NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). ANY DIRECTIONS OR DIMENSIONS SHOWN ARE A RECTANGULAR, GROUND

LEVEL PROJECTION OF THE STATE PLAN COORDINATE SYSTEM.

5. THE SUBJECT PROPERTY IS LOCATED ON F.E.M.A. MAP 13057CO227E DATED JUNE 7, 2019. NO PORTION OF THIS PROJECT IS LOCATED WITHIN THE 100-YEAR FLOODPLAIN AREA

(ZONE A). THE PROPERTY IS IN ZONE D AND WITH PORTIONS IN ZONE A.

6. SEE THIS SHEET FOR LEGEND OF SYMBOLS AND ABBREVIATIONS USED HEREIN.

7. BURIAL CEREMONIES WILL BE SCHEDULED THROUGHOUT THE COURSE OF THIS PROJECT. DURING ALL CEREMONIES, WORK SHALL STOP, ESPECIALLY WHEN HEAVY EQUIPMENT ACTIVITY OR NOISE PRODUCING WORK IS BEING DONE. LIGHT WORK ACTIVITY MAY CONTINUE IF IT DOES NOT CREATE NOISE OR DISTRACTIONS TO THE CEREMONY.

COORDINATE DAILY ACTIVITIES WITH THE CEMETERY DIRECTOR OR HIS APPROVED REPRESENTATIVE TO ACCOMMODATE SCHEDULED BURIALS.

8. DUE TO THE SENSITIVE NATURE OF THE CEMETERY SITE, CONTRACTOR SHALL MAINTAIN EACH WORK AREA IN A CLEAN AND ORDERLY APPEARANCE. TRASH AND WASTE MATERIALS SHALL BE STORED IN APPROVED CONTAINERS AND ROUTINELY DISPOSED OF OFF-SITE. CLEANUP SHALL BE REQUIRED AT THE END OF EACH DAY AND/OR MORE

FREQUENTLY AS REQUIRED.

9. AFFECT OF WORK ON PUBLIC ACCESS SHALL BE MINIMAL AND SHALL BE COORDINATED WITH THE CEMETERY DIRECTOR. ANY ALTERED PUBLIC TRAFFIC ROUTES SHALL BE WELL DEFINED WITH PROFESSIONALLY MADE SIGNAGE AND/OR OTHER APPROVED CONVENTIONAL METHODS. CONTRACTOR SHALL PROVIDE TWO SIGNS SIMILAR TO THE CEMETERY'S "PARDON OUR APPEARANCE" SIGNS. SIZE TO BE A MINIMUM OF 4'X5' HIGH MOUNTED ON TWO 4"x4" POSTS, PLACED IN A LOCATION AS DETERMINED BY THE CEMETERY DIRECTOR. TEXT SIZE SHALL BE MAXIMUM SIZE PROPORTIONAL TO WIDTH/HEIGHT OF SIGN. TEXT WILL BE PROVIDED BY CEMETERY DIRECTOR.

10. THERE SHALL BE AT ALL TIMES WHEN WORK IS BEING DONE, A COMPETENT PERSON WHO IS APPRISED OF THE CONDITION AND PROGRESS OF ALL AREAS OF WORK ON SITE.

THIS PERSON SHALL BE ABLE TO SPEAK FOR AND ACT IN THE BEHALF OF THE CONTRACTOR. THEY SHALL BE AWARE AND KNOWLEDGEABLE OF ALL THE SAFETY CONCERNS ON THE JOB SITE. THEY SHALL BE EMPOWERED TO IMMEDIATELY AND EFFECTIVELY MITIGATE THE ACTIONS OF ANY WORKMAN ON SITE.

CONSTRUCTION NOTES:

1. THE CONTRACTING OFFICER REPRESENTATIVE AND THE CONTRACTOR ARE RESPONSIBLE FOR REVIEWING THE CONSTRUCTION DOCUMENTS PRIOR TO CONSTRUCTION AND NOTIFYING THE U.S. DEPARTMENT OF VETERANS AFFAIRS OF ANY CIRCUMSTANCES FOUND WITHIN THESE PLANS IN NEED OF VERIFICATION SO THAT APPROPRIATE REVISIONS

CAN BE MADE, IF WARRANTED.

2. DEVELOPMENT OF THE SITE INCLUDING CONSTRUCTION AND MATERIALS SHALL BE IN CONFORMANCE WITH THE U.S. DEPARTMENT OF VETERANS AFFAIRS REQUIREMENTS AND THE GEORGIA DEPARTMENT OF TRANSPORTATION CONSTRUCTION STANDARDS AND SPECIFICATIONS, WHERE APPLICABLE.

3. THE CONTRACTOR SHALL CONTACT GEORGIA 811 AT 770-626-4332 OR 811 A MINIMUM OF SEVENTY-TWO (72) HOURS PRIOR TO ANY EXCAVATION, DEMOLITION OR OTHER EARTH DISTURBING ACTIVITIES WITHIN AREAS SERVED BY UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING THE PRESENCE OF ANY

UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION.

4. EXISTING UNDERGROUND UTILITIES SHOWN HEREIN HAVE BEEN LOCATED FROM VISIBLE EVIDENCE AND RECORD DRAWINGS FROM PHASE 1 DEVELOPMENT INFORMATION. THE UTILITIES SHOWN MAY OR MAY NOT REFLECT ALL UNDERGROUND UTILITIES IN SERVICE OR ABANDONED. UTILITIES SHOULD BE VERIFIED BY APPROPRIATE UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION. GORDON DOES NOT CERTIFY TO THE LOCATION OR THE EXISTENCE OF EXISTING UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR THE DIGGING OF TEST HOLES PRIOR TO BEGINNING CONSTRUCTION. IF CONDITIONS ARE FOUND IN THE FIELD WHICH ARE MATERIALLY DIFFERENT FROM THE PLANS, THE

CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER.

5. GORDON DOES NOT CERTIFY TO THE LOCATION OF OR THE EXISTENCE OF EXISTING UNDERGROUND UTILITIES. ANY UNDERGROUND UTILITIES SHOWN HEREON ARE BASED UPON AVAILABLE RECORDS. THIS DOES NOT CONSTITUTE A GUARANTEE OF THEIR ACTUAL LOCATIONS OR THAT THEY HAVE ALL BEEN SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DIGGING OF TEST HOLES PRIOR TO BEGINNING CONSTRUCTION. THESE TEST HOLES WILL BE MADE TO VERIFY ALL CROSSINGS BETWEEN NEW AND EXISTING FACILITIES AND AT CRITICAL GRADE CHANGES. IF CONDITIONS ARE FOUND IN THE FIELD WHICH ARE MATERIALLY DIFFERENT FROM THE PLANS, THE CONTRACTOR SHALL NOTIFY GORDON. SO THAT APPROPRIATE REVISIONS IF WARRANTED CAN BE MADE TO THE PLANS AT THE GOVERNMENT'S EXPENSE.

6. GORDON DOES NOT CERTIFY TO THE SUB-SURFACE CONDITIONS OF THE SITE, THE LOCATION OF UNDERLYING ROCK, OR THE LOCATION OF POTENTIAL SINKHOLES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DIGGING OF TEST HOLES TO VERIFY SUB-SURFACE CONDITIONS PRIOR TO BEGINNING ANY CONSTRUCTION. IF SINKHOLES ARE FOUND IN THE FIELD, REMEDIATION WILL BE REQUIRED AS SPECIFIED BY A QUALIFIED GEOTECHNICAL ENGINEERING FIRM.

7. ALL TESTS, STUDIES, ETC., REQUIRED DURING CONSTRUCTION WILL BE CARRIED OUT BY A THIRD PARTY ENGINEERING FIRM AND PAID FOR BY THE CONTRACTOR.

8. ALL PROPOSED GRADES AS SHOWN HEREIN ARE FINISHED GRADE UNLESS OTHERWISE NOTED ON THE PLAN.

9. EROSION AND SEDIMENT CONTROL DEVICES ARE TO BE IN PLACE PRIOR TO ANY CONSTRUCTION. REFER TO EROSION AND SEDIMENT CONTROL PLANS FOR PHASING AND

DETAILS.

10. ALL LAND ON OR OFF-SITE WHICH IS DISTURBED BY CONSTRUCTION AND WHICH IS NOT BUILT UPON OR SURFACED SHALL BE ADEQUATELY STABILIZED TO CONTROL EROSION

AND SEDIMENTATION.

11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE CONTRACTING OFFICER OF ANY CHANGES OR CONDITIONS ATTACHED TO PERMITS REQUIRED FOR

CONSTRUCTION.

12. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND/OR EQUIPMENT OF MUD AND DEBRIS, PRIOR TO ENTERING PAVED AREAS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CLEAN STREETS OF MUD AND/OR LAYING DUST AND TO TAKE ALL APPROPRIATE MEASURES NECESSARY TO ENSURE THAT STREETS ARE

KEPT IN A CLEAN AND DUST FREE CONDITION AT ALL TIMES.

13. THE CONTRACTOR SHALL VISIT THE SITE AND SHALL VERIFY EXISTING CONDITIONS PRIOR TO STARTING CONSTRUCTION ACTIVITIES.

14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE CONTRACTING OFFICER OF ANY CONDITIONS FOUND IN THE FIELD PRIOR TO STAKEOUT THAT VARY FROM THE APPROVED PLANS OR THAT MAKE CONSTRUCTABILITY IMPOSSIBLE. ANY OBSERVATIONS REGARDING APPARENT INCONSISTENCIES IN THE PLANS SHALL BE BROUGHT TO THE

CONTRACTING OFFICER ATTENTION FOR VERIFICATION PRIOR TO STAKEOUT.

15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE PERFORMANCE OF ITS WORK AND THE WORK OF ITS SUBCONTRACTORS. THE VA SHALL NOT HAVE CONTROL OVER, CHARGE OF, OR RESPONSIBILITY FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK.

16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING A SAFE WORK AREA AT ALL TIMES. TEMPORARY BARRICADES, ROAD CLOSURE SIGNAGE, FENCES AND OTHER WARNING DEVICES SHALL BE USED TO PREVENT PUBLIC ACCESS TO CONSTRUCTION WORK AREAS. VA MAINTENANCE OPERATIONS SHALL NOT BE UNDULY IMPEDED BY THE

CONTRACTOR'S OPERATIONS.

17. THE CONTRACTOR SHALL NOTIFY THE CEMETERY DIRECTOR AND THE CONTRACTING OFFICER TWO DAYS BEFORE ANY DEMOLITION WORK BEGINS. ANY PLANNED INTERRUPTIONS IN SERVICES SHALL BE COORDINATED WITH THE CONTRACTING OFFICER AT LEAST TWO DAYS IN ADVANCE.

18. THE CONTRACTOR SHALL CONFINE HIS EQUIPMENT AND OPERATIONS TO THE LIMITS OF CONSTRUCTION SHOWN. THE CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR THE

SAFETY AND SECURITY OF ALL MATERIALS AND EQUIPMENT ON SITE.

19. THE CONTRACTOR SHALL USE ONLY APPROVED ROADWAYS FOR CONSTRUCTION AND DELIVERY ACCESS. DAMAGE TO THE EXISTING ROADS SHALL BE REPAIRED AT NO COST

TO THE OWNER.

20. THE CONTRACTOR IS RESPONSIBLE FOR REPAIR OF EXISTING CEMETERY GROUNDS DUE TO CONSTRUCTION ACTIVITY.

21. CONTRACTOR IS RESPONSIBLE FOR THE NPDES PERMIT. CONTRACTOR SHALL COORDINATE E&S CONTROLS WITH GEORGIA EPD SWPPP REQUIREMENTS.

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 I-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

GI002

GENERAL NOTES, SYMBOLS AND

ABBREVIATIONS

3521LP

4980HP

HP

2783LP

22 20

LP

4224HP

LP

42 16

HP

4190LP

42 54

HP

4188LP

HP

X X

X X

X

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

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

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

UGE

UGE

UG

E

UGE

UGE

UGE

UGE

UGE

UGE

UG

E

UG

E

UGE

UGE

UGE

UGE

UGE

UGE

UGC

UG

C

UG

C

UG

C

UGC

UGC

UG

C

UG

C

UGC

UGC

UGC

UGC

UGC

OH

E

OHE

OHE

OHE

OHE

OHE

OHE

OHE OHE

OHE OHE

OHE

OHE

OHE

E

E

E

E

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

E

E

E E

E E

C

C

C

C

C

C

C

C

C E

E

E

C E

C E

C

E

C

E

C

E

UGC UGC UGC

C

UGE

UG

E

UGE

TR

TV

TR

UGE

UGE

UGE

UGE

UGE UGE

UG

E

UGC

UGC

UGC

UGC

C

E

E

E

E

EM

TR

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

SH

EX. UTILITY

POLE (TYP.)

EX. GUY

WIRE (TYP.)

EX. COMM.

POLE (TYP.)

E

C

C

67+00

68+00

69+00

70+00

+0

+0

+0

+0

+0

+0

+0

+0

79+00

80+00

81+00

82+00 83+00

85+00

86+00

87+00

88+00

89+00

90+00

91+00

92+00

93+00

94+00

95+00

96+00

97+00

98+00

99+00

100+00

101+00

102+00

103+00

104+00

105+00

106+00

107+00

108+00

109+00

110+00111+00

112+00

113+00

114+00

115+00

116+00

117+00

118+00

+00

0+

1+

2+

123+00

124+00

125+00

126+00

127+00

128+00

129+00

130+00

+00

+00

133+00

134+00

135+00

136+00

137+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

1+

2+

3+

11+00

12+00

13+

14+00

15+00

16+00 17+00

18+

11+00

12+

+0

+0

15+00

11+00

12+00

13+00 14+00

15+

9+00 10+00

11+00

12+00

13+00

14+00

15+00

16+00

+0

+0

19+

21+00

+0

+0

+0

+0

+0

+0

28+00

29+00

30+00

20+00

11+00

12+00

13+

+0

+0

+0

+0

18+00

19+00

20+00 21+00

11+00

12+00

13+00

14+00

15+00

11+00

12+00

13+00

14+0015+0016+00

11+00

12+00

+0

+0

+0

11+00

11+

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

PC

: 9

3+

.05

PT: 95+56.80

PC: 96+59.88

PT

: 1

+2

8.5

PC

: 1

+4

2.1

PT

: 1

+9

0.1

PC

: 1

+8

7.1

PT: 118+35.14

PC: 118+48.50

PCC: 12

4+65.

PT: 130+81.64

PC: 132+04.09

PT: 138+16.30

PC: 14

1+7

5.0

PT: 152+25.80

X

X

X X

X

CO

CO

CO

N88°44'04"W' 761.07'

N89°23'48"W' 1469.37'

N89°23'47"W' 1170.52'

S0 °1

5'1 3"

W

0.8

1'

N89°20'12"W' 390.39'

N0 °2

2'3 3"

E'

0.4 0'

N89°23'41"W' 171.30'

N0 °2

4'5 8"

E'

.13

N88°41'16"W' 1028.00'

S0 °2

7'4 7"

W

1.6

9' S0

°2 7'4

7" W

7.4 2'

S87°39'08"E' 1913.36'

S1°04'25"E' 703.48'

S88°19'05"E' 459.28'

S88°19'11"E' 151.07'

S0 °0

5'3 6"

W

2.8

5' S0

°0 5'3

7" W

5.7 3'

S89°22'54"E' 1134.41'

S0 °4

3'2 2"

W

8.2

5'

S89°22'59"E' 1903.25'

S89°23'00"E' 815.93'

S0 °1

0'4 2"

W

7.9

3'

S0 °0

5'3 7"

W

6.6

1'

S0 °2

7'0 4"

W

4.5

9'

N88°44'04"W' 1702.00'

N87°54'31"W' 1182.15'

N1 °3

2'4 9"

E'

5.6 0'

S89°33'04"W' 486.28'

S0 °2

5'3 4"

W

6.5

3'

L1

L2

L3

L4

L5

L6

L7

L8

L9

L10

L11

L12

L1

L1

L1

L16

L17

L1

L19

L20

L21

L2

L2

L24 L25

L2

L27

L28

L2

L30

L3

L32

L33

L34

L35

L36 L37

L38

L3

L40 L41

L42

L4

L4

L4

L4

L4

L48 L49

L50

L5

L52 L53

L54

L55

L56

L57 L58 L59

L6

LINE TABLE

LINE #

L1

L2

L3

L4

L5

L6

L7

L8

L9

L10

L11

L12

L13

L14

L15

L16

L17

L18

L19

L20

L21

L22

L23

L24

L25

L26

L27

L28

L29

L30

L31

L32

L33

L34

L35

L36

L37

L38

L39

L40

L41

L42

L43

L44

L45

L46

L47

L48

L49

L50

L51

L52

L53

L54

L55

L56

L57

L58

L59

L60

LENGTH

114.43

169.38

86.70

122.63

153.80

202.62

166.95

116.99

89.52

308.02

199.33

114.66

147.03

114.83

100.25

87.37

73.14

65.93

471.85

165.32

188.53

247.06

112.70

109.38

173.58

120.11

197.53

73.24

81.59

168.16

139.47

264.87

205.76

56.01

180.92

177.44

175.36

69.38

135.70

49.48

83.43

51.84

86.24

69.12

160.16

32.11

50.49

51.22

120.58

28.92

123.48

185.99

309.05

72.01

249.68

63.40

75.52

119.94

164.44

32.69

DIRECTION

N31° 37' 57.86"E

N55° 18' 47.56"E

N46° 22' 10.26"E

N31° 04' 01.23"E

N33° 52' 46.74"E

N32° 17' 33.63"E

N19° 32' 16.19"E

N20° 52' 24.20"E

N34° 09' 22.68"E

N47° 19' 44.00"E

N47° 49' 36.31"E

N40° 34' 35.68"E

N34° 07' 15.08"E

N27° 49' 13.38"E

N32° 53' 06.84"E

N49° 00' 14.12"E

N47° 57' 53.19"E

N22° 49' 50.30"E

N58° 45' 57.40"E

N82° 04' 29.90"E

N23° 31' 44.42"W

N29° 27' 00.64"E

N5° 53' 12.34"E

N21° 05' 05.29"W

N19° 35' 26.24"W

N15° 12' 55.75"E

N57° 01' 21.37"E

N43° 06' 04.36"E

N20° 04' 59.34"E

N15° 00' 10.48"W

N36° 18' 37.27"E

N59° 47' 05.09"E

N32° 21' 00.57"W

N69° 58' 09.31"W

N38° 05' 09.88"W

N15° 40' 29.40"W

N20° 34' 19.58"W

N3° 03' 25.42"W

N11° 15' 10.07"E

N7° 39' 12.83"W

N16° 47' 26.45"W

N6° 01' 26.57"W

N0° 39' 28.01"E

N19° 08' 43.12"E

N31° 06' 48.44"E

N23° 39' 03.01"E

N13° 09' 59.19"E

N13° 41' 10.64"W

N25° 58' 04.55"W

N8° 00' 34.68"W

N21° 42' 05.26"E

N11° 38' 29.84"W

N13° 45' 09.06"W

N17° 44' 16.81"W

N28° 58' 20.49"W

N40° 52' 29.19"W

N56° 43' 20.41"W

N68° 25' 00.52"W

S58° 51' 01.45"W

S29° 24' 12.89"W

SHOAL CREEK

SHOAL CREEK

SHOAL CREEK

EX. SEDIMENT

BASIN "D"

EX. SEDIMENT

BASIN "E"

EX. SEDIMENT

BASIN

SEDIMENT

BASIN "I"

SEDIMENT

BASIN "H"

EX. SEDIMENT

BASIN "G"

SEDIMENT

BASIN "K"

EX. SEDIMENT

BASIN "J"

EX. SEDIMENT

BASIN "L"

SEDIMENT

BASIN "M"

EX. SEDIMENT

BASIN "B"

EX. SEDIMENT

BASIN "A"

EX. SEDIMENT

BASIN

ETOWAH RIVER

EX. ELECTRICAL

ESM'T (TYP.)

EX. OVERHEAD

POWER LINES

(TYP.)

MT. CARMEL CHURCH LANE

COMMITTAL

SHELTER #1

COLUMBARIUM B

COLUMBARIUM

SCOTT HUDGENS DRIVE

COMMITTAL

SHELTER #3

SECTION 14

(FULL CASKET

PLOTS)

SECTION 15

(FULL CASKET

PLOTS)

SECTION 12

(FULL CASKET

PLOTS)

SECTION 13

(FULL CASKET

PLOTS)

SECTION 6

(FULL CASKET

PLOTS)

SECTION 5

(FULL CASKET

PLOTS)

SECTION 4

(FULL CASKET

PLOTS)

SECTION 1

(FULL CASKET

PLOTS)

SECTION 2

(FULL CASKET

PLOTS)

SECTION 7

(PRE-PLACED

CRYPTS)

SECTION 8

(PRE-PLACED

CRYPTS)

SECTION 9

(PRE-PLACED

CRYPTS)

SECTION 10

(PRE-PLACED

CRYPTS)

SECTION 11

(PRE-PLACED

CRYPTS)

SECTION 16

(PRE-PLACED

CRYPTS)

SCATTER

GARDEN

COMMITTAL

SHELTER #2

VETERANS CEMETERY ROAD

(PRIMARY LOOP ROAD)

PUBLIC INFORMATION

CENTER

GARDEN

NICHE #1

GARDEN

NICHE #2 GARDEN

NICHE #3

ADMINISTRATION/

MAINTENANCE

COMPLEX

VETERANS CEMETERY ROAD

(PRIMARY LOOP ROAD)

SERVICE

ENTRANCE

ROAD

MAINT.

DRIVE

SERVICE

ENTRANCE

FLAG

ASSEMBLY

AREA

MEMORIAL

WALKWAY

BENCHMARK 801:

N: 1540845.426 E: 2172986.395

ELEV.: 1156.199

BENCHMARK 800:

N: 1540607.707 E: 2173248.815

ELEV.: 1161.830

LEGEND:

PHASE 2 PROJECT AREA LIMITS

1. TOPOGRAPHIC INFORMATION OUTSIDE OF THE LIMITS OF CONSTRUCTION WAS

OBTAINED FROM PHASE 1 CONSTRUCTION DOCUMENTS.

2. PHASE II EXPANSION AREA AND EXISTING CEMETERY PROVIDED PURSUANT TO

FIELD RUN SURVEY PERFORMED BY LOWE ENGINEERING IN AUGUST AND OCTOBER

OF 2021.

3. THE DATUM FOR THIS SITE WAS ESTABLISHED UTILIZING GLOBAL POSITIONING

SYSTEMS AND BASED ON POSITIONAL VALUES FOR THE VIRTUAL REFERENCE

STATION NETWORK DEVELOPED BY LIECA SMARTNET. THE HORIZONTAL

REFERENCE FRAME IS NORTH AMERICAN DATUM OF 1983 (NAD83). STATE PLANE

COORDINATE SYSTEM OF GEORGIA, WEST ZONE. THE VERTICAL REFERENCE

FRAME IS NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). ANY DIRECTIONS

OR DIMENSIONS SHOWN ARE A RECTANGULAR, GROUND LEVEL PROJECTION OF

THE STATE PLANE COORDINATE SYSTEM.

4. UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM VISIBLE EVIDENCE

AND PREVIOUS CONSTRUCTION DOCUMENT FOR PHASE I. THE UTILITIES SHOWN

MAY OR MAY NOT REFLECT ALL UNDERGROUND UTILITIES IN THE AREA EITHER IN

SERVICE OR ABANDONED. UTILITIES SHOULD BE VERIFIED PRIOR TO ANY

CONSTRUCTION.

5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT GEORGIA NATIONAL

CEMETERY AND APPLICABLE UTILITY COMPANIES AND FOR THE EXACT LOCATION

OF UNDERGROUND UTILITIES, INCLUDING UTILITIES NOT SHOWN ON THE PLANS.

NOTES:

NORTH

GRAPHICAL SCALE: 1"=300'

300 150 0 300 600 900

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

\V L-

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

VL100

OVERALL EXISTING CONDITIONS

PLAN

FAMILY ROOM256 SF

3+

4+

155+00

156+00

157+00

158+00

+00

160+00

161+00

162+00

163+00

PC: 153+63.69

PT

: 1

+9

1.4

PC

: 1

+9

8.4

PT: 158+91.69

PC: 159+18.87

PT

: 1

+1

2.6

SECTION 15

2,146 PRE-PLACED CRYPTS

(WITHIN 3'x8' PLOTS)

SECTION 14B

1,164 IN-GROUND

CREMAIN SITES

(WITHIN 4'x4' PLOTS)

SECTION 4

362 OVERSIZED PRE-PLACED

DOUBLE-DEPTH CRYPTS

(WITHIN 5'x10' PLOTS)

294 TRADITIONAL FULL

CASKET GRAVESITES

(WITHIN 5'x10' PLOTS)

SECTION 5

2,322 PRE-PLACED CRYPTS

(WITHIN 3'x8' PLOTS)

SECTION 12B

528 IN-GROUND

CREMAIN SITES

(WITHIN 4'x4' PLOTS)

SECTION 17

2,156 PRE-PLACED CRYPTS

(WITHIN 3'x8' PLOTS)

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+81PC: 10+97.88

PT

: 1

1+

.23

PC

: 1

4+

.49

PT: 14+67.24

SECTION 14A

928 IN-GROUND

CREMAIN SITES

(WITHIN 4'x4' PLOTS)

SECTION 14D

1,276 IN-GROUND

CREMAIN SITES

(WITHIN 4'x4' PLOTS)

SECTION 14C

928 IN-GROUND

CREMAIN SITES

(WITHIN 4'x4' PLOTS)

SECTION 12A

512 IN-GROUND

CREMAIN SITES

(WITHIN 4'x4' PLOTS)

SECTION 12C

422 IN-GROUND

CREMAIN SITES

(WITHIN 4'x4' PLOTS)

SECTION 12D

1,186 IN-GROUND

CREMAIN SITES

(WITHIN 4'x4' PLOTS)

COLUMBARIUM C

3,200 GARDEN NICHES

SEC

SEC

SEC

SEC

SEC

SEC

SEC

SEC

SEC

SEC

SEC

SEC

SEC

SEC

SEC

SEC

SE

C

SEC

SE

C

SEC

SE

C

SE

C

SEC

SEC

SCOTT HUDGENS DRIVE

VETERANS CEMETERY ROADCO

CO

CO

CO

CO

CO

CO

CO

EX. UTILITY

ACCESS GATE

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

SECTION 13

(526 FULL

CASKET PLOTS)

SECTION 9

(1,746 PRE-PLACED

CRYPTS)

SECTION 10

(1,746 PRE-PLACED

CRYPTS)

SECTION 11

(1,746 PRE-PLACED

CRYPTS)

SECTION 16

(1,527 PRE-PLACED

CRYPTS)

GARDEN

NICHE #3

GARDEN

NICHE #2

GARDEN

NICHE #1

VETERAN CEMETERY ROAD

EX. ELECTRICAL

ESM'T (TYP.)

N88°44'04"W' 761.07'

N89°23'48"W' 1469.37'

N89°23'47"W' 1170.52'

S1°04'25"E' 703.48'

S88°19'05"E' 459.28'

S88°19'11"E' 151.07'

S0 °0

5'3 6"

W

2.8

5' S0

°0 5'3

7" W

6.6 1'

S0 °2

7'0 4"

W

4.5

9'

N88°44'04"W' 1702.00'

UGC 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

OHE

OHE

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

UGE

UGE

UGE

UGE

UGEUGE

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

E E

C

C E

E

E

C E

C E

C

E

C

E

C

E

UGC

UGC

UGC UGC UGC

UGC

UGC

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE UGE UGE

UGE UGE

UG

E

UGE

UGE

UG

E

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC UGC

C

E

E

E

EM

TR

E

C

C

+0

+0

+0

+0

79+00

80+00

81+00

82+00 83+00

85+00

86+00

87+00

88+00

89+00

90+00

91+00

92+00

93+00

94+00

95+00

96+00

97+00

98+00

99+00

100+00

101+00

102+00

103+00

104+00

105+00

106+00

107+00

108+00

109+00

110+00111+00

112+00

131+00

132+00

133+00

134+00

135+00

136+00

137+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

+00

2+

3+

11+00

12+00

13+

14+00

15+00

16+00

17+00

18+00

11+00

12+00

13+00 14+00

15+

11+00

12+00

13+00

14+00

15+00

11+00

12+00

11+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

PC

: 9

3+

.05

PT: 95+56.80

PC: 96+59.88

PT

: 1

+2

8.5

PC

: 1

+4

2.1

PT

: 1

+9

0.1

PC

: 1

+8

7.1

PT: 130+81.64

PC: 132+04.09

PT: 138+16.30

PC: 14

1+75.

PT: 152+25.80

CO

CO

EX. SEDIMENT

BASIN "L"

SEDIMENT

BASIN "M"

EX. SEDIMENT

BASIN "G"

SEDIMENT

BASIN "H"

SEDIMENT

BASIN "I"

EX. SEDIMENT

BASIN "J" SEDIMENT

BASIN "K"

35 21

LP

HP

27 83

LP

22 20

LP

42 24

HP

LP

42 16

HP

41 90

LP

42 54

HP

LP

HP

B-18

B-28

B-27

B-17

B-16

B-15

B-26

B-35

B-38

B-34

B-39 B-40

B-37 B-36

B-30

B-31

B-32

B-29

B-19

B-8

B-9

B-20

B-21

B-12

B-11

B-10

B-22

B-23

B-13

B-14

B-33

B-24

B-25

B-7

B-6 B-5

B-4

B-2 B-3

B-1

HIE

TbF

MjD

TbF

Pa

TbF

W

TbF

MjD

TbF

TbF

TcE

TbF

W

TbF

MjD

TbF

HIC

TbF

HIE

WnE3

TcE

TcE

TbF

HIE

MjD

HIC

TbF

TbF MjD

TcE

TbF

TbF

MjD

TcE

TcE

TbF

HIE

HIE

HIE

TbF

TcE

HIE

TbF

HIE

TcE

HIE

HIE

TbFTbF

TbF

TcE

TcE

MjD

TcE

HIE

HIE

TbF

HIC

HIE

HIE

LEGEND:

SOIL BORING LOCATION

B-33

SOIL PROFILE BOUNDARY

SOILS LEGEND:

LIMITS OF WORK

SOIL PROFILE MAPPING UNITTbF WnE3

MAPPING UNIT SOIL NAME

BfS BUNDOMBE LOAMY SAND ChS CHEWACLA-CARTECAY COMPLEX

HJC3 HAYESVILLE SANDY CLAY LOAM, 2 TO 10%, SEVERELY ERODED

HJE3 HAYESVILLE SANDY CLAY LOAM, 2 TO 25%, SEVERELY ERODED

HIC HAYESVILLE FINE SANDY LOAM, 6 TO 10%

HIE HAYESVILLE FINE SANDY LOAM, 10 TO 25%

MjD MADISON FINE SANDY LOAM, 10 TO 15% MoB MASADA FINE SANDY LOAM, 2 TO 6% Pa PITS TbF TALLAPOSSA COBBLY SANDY LOAM, 25 TO 60% TcE TALLAPOSSA FINE SANDY LOAM, 15 TO 25% TjF TALLAPOSSA CHANNERY SANDY LOAM, 25 TO 60% Toe TOCCOA COMPLEX

W WATER

WgC2 WICKHAM FINE SANDY LOAM, 6 TO 10% WgE2 WICKHAM FINE SANDY LOAM, 10 TO 25% Wht WEHADKEE LOAM WnE3 WICKHAM SANDY CLAY LOAM, 10 TO 25%

SOIL DESCRIPTIONS:

1. FOR BORING LOG INFORMATION AND RECOMMENDATIONS AT THE LOCATIONS

SHOWN ON THIS SHEET, REFER TO GEOTECHNICAL ENGINEERING REPORT

ENTITLED, "GEORGIA NATIONAL CEMETERY EXPANSION PHASE II", PREPARED BY

ECS SOUTHWEST, LLP DATED MAY 2021 (ECS PROJECT NUMBER 10:10967).

BORING PLAN NOTES:

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

\B L-

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

NORTH

GRAPHICAL SCALE: 1"=150'

150 75 0 150 300 450

BL100

BORING LOCATION PLAN

N

KEY MAP

(NOT TO SCALE)

3+

4+

155+00

156+00

157+00

158+00

+00

160+00

161+00

162+00

163+00

PC: 153+63.69

PT

: 1

+9

1.4

PC

: 1

+9

8.4

PT: 158+91.69

PC: 159+18.87

PT

: 1

+1

2.6

SECTION 15

2,146 PRE-PLACED CRYPTS

(WITHIN 3'x8' PLOTS)

SECTION 14B

1,164 IN-GROUND

CREMAIN SITES

(WITHIN 4'x4' PLOTS)

SECTION 4

362 OVERSIZED PRE-PLACED

DOUBLE-DEPTH CRYPTS

(WITHIN 5'x10' PLOTS)

294 TRADITIONAL FULL

CASKET GRAVESITES

(WITHIN 5'x10' PLOTS)

SECTION 5

2,322 PRE-PLACED CRYPTS

(WITHIN 3'x8' PLOTS)

SECTION 12B

528 IN-GROUND

CREMAIN SITES

(WITHIN 4'x4' PLOTS)

SECTION 17

2,156 PRE-PLACED CRYPTS

(WITHIN 3'x8' PLOTS)

164+00

165+00

166+00

PC

: 1

+7

4.2

PT: 166+62.86

+0

+0

12+00

13+00

14+00

15+00

PC: 10+97.88

PT

: 1

1+

.23

PC

: 1

4+

.49

PT: 14+67.24

SECTION 14A

928 IN-GROUND

CREMAIN SITES

(WITHIN 4'x4' PLOTS)

SECTION 14D

1,276 IN-GROUND

CREMAIN SITES

(WITHIN 4'x4' PLOTS)

SECTION 14C

928 IN-GROUND

CREMAIN SITES

(WITHIN 4'x4' PLOTS)

SECTION 12A

512 IN-GROUND

CREMAIN SITES

(WITHIN 4'x4' PLOTS)

SECTION 12C

422 IN-GROUND

CREMAIN SITES

(WITHIN 4'x4' PLOTS)

SECTION 12D

1,186 IN-GROUND

CREMAIN SITES

(WITHIN 4'x4' PLOTS)

COLUMBARIUM C

3,200 GARDEN NICHES

SEC

SEC

SEC

SEC

SEC

SEC

SEC

SEC

SEC

SEC

SEC

SE

C

SEC

SE

C

SEC

SEC

SEC

SE

C

SEC

SE

C

SEC

SEC

SEC

SEC

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

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

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W W W

W

W W

W W

TR

TV

TR

EM

TR

+0

+0

+0

+0

79+00

80+00

81+00

82+00 83+00

85+00

86+00

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PC

: 9

3+

.05

PT: 95+56.80

PC: 96+59.88

PT

: 1

+2

8.5

PC

: 1

+4

2.1

PT

: 1

+9

0.1

PC

: 1

+8

7.1

PT: 118+35.14

PC: 118+48.50

PCC: 12

4+65.

PT: 130+81.64

PC: 132+04.09

PT: 13

8+16.

PC: 14

1+75.

PT: 152+25.80

CO

CO

CO

COMMITTAL

SHELTER #1

COLUMBARIUM B

COLUMBARIUM A

COMMITTAL

SHELTER #3

SECTION 13

(FULL CASKET

GRAVES)

SECTION 6

(FULL CASKET

GRAVES)

SECTION 1

(FULL CASKET

GRAVES)

SECTION 2

(FULL CASKET

GRAVES)

SECTION 7

(PRE-PLACED

GRAVES)

SECTION 8

(PRE-PLACED

GRAVES)

SECTION 9

(PRE-PLACED

GRAVES) SECTION 10

(PRE-PLACED

GRAVES)

SECTION 11

(PRE-PLACED

GRAVES)

SECTION 16

(PRE-PLACED

GRAVES)

SCATTER

GARDEN

COMMITTAL

SHELTER #2

PUBLIC

INFORMATION

CENTER

GARDEN

NICHE #1

GARDEN

NICHE #2

GARDEN

NICHE #3

ADMINISTRATION/

MAINTENANCE

COMPLEX

SERVICE

ENTRANCE

ROAD

MAINT.

DRIVE

SERVICE

ENTRANCE

FLAG

ASSEMBLY

AREA

MEMORIAL

WALKWAY

MT. CARMEL CHURCH LANE

SCOTT HUDGENS DRIVE

VETERANS CEMETERY ROAD

(PRIMARY LOOP ROAD)

VETERANS CEMETERY ROAD

(PRIMARY LOOP ROAD)

DETAIL 2: RETAINING WALL

DETAIL 1: COMMITTAL SHELTER #1

WALL REPLACEMENT

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

\C S-

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"=150'

150 75 0 150 300 450

CS001

FACILITIES CONDITIONS

ASSESSMENT

N

KEY MAP

(NOT TO SCALE)

COLUMBARIUM B RETAINING WALL #4 PHOTOS:COMMITTAL SHELTER #1 PHOTOS:

NOTES:

1. TASK INCLUDES THE REPLACEMENT OF ALL POLISHED GRANITE VENEER (FRONT & BACK), INCLUDING

CAPS, FOR +/-3' HIGH WALL.

2. REFER TO ATLANTA AREA NATIONAL CEMETERY CONSTRUCTION DOCUMENTS DATED 1/21/2014 FOR

INFORMATION ON POTENTIAL EXISTING WALL CONSTRUCTION. DETAILS FOUND WITHIN THESE PLANS ARE

FOR INFORMATION PURPOSES ONLY. CONTRACTOR TO REMOVE PANELS AND DOCUMENT EXISTING

AS-BUILT CONDITION. CONTRACTOR TO SUBMIT SHOP DRAWINGS TO VA FOR APPROVAL BASED ON

EXISTING WALL CONDITIONS PRIOR TO CONSTRUCTION.

3. GRANITE VENEER TO MATCH EXISTING VENEER FOUND WITHIN COMMITTAL SHELTER #1. CONTRACTOR TO

PROVIDE SAMPLES TO CONTRACTING OFFICERS REPRESENTATIVE FOR APPROVAL PRIOR TO

CONSTRUCTION.

4. NEW GRANITE PANELS TO BE 1/4 THE SIZE OF THE EXISTING PANELS AND DIVIDED AS SHOWN IN DETAIL 1A

ON THIS SHEET. JOINTS IN CAPS TO ALIGN WITH JOINTS BETWEEN VERTICAL WALL PANELS.

5. ALL DIMENSIONS SHOWN IN DETAILS ARE APPROXIMATE. ACTUAL DIMENSIONS TO BE IDENTIFIED IN FIELD.

DIMENSIONS SHOWN IN DETAILS TO BE ADJUSTED BY CONTRACTOR TO MATCH FIELD CONDITIONS AND

SHOWN IN SHOP DRAWINGS.

NOT TO SCALE

COMMITTAL SHELTER #1 WALL VENEER REPLACEMENT1 NOT TO SCALE

RETAINING WALL CAULK & CAP REPLACEMENT2

6'

3'

3'

1.5'

3'

1.5'

EXISTING PANEL PROPOSED PANELS

PANEL 1

PANEL 1 PANEL 2

PANEL 4PANEL 3

NOT TO SCALE

GRANITE VENEER PANEL CONFIGURATION1A

NOTES:

1. TASK INCLUDES CAULK AND SEAL OPEN CRACKS AND SEAMS ALONG THE TOP OF WALL TO PREVENT

CONTINUOUS WATER INFILTRATION BEHIND WALL AND REPLACE DAMAGED CAP STONES AS NEEDED.

2. APPROXIMATELY 350' OF CAULKING IS TO BE PROVIDED.

3. APPROXIMATELY 50 CAP STONES TO BE REPLACED.

35 21

LP

HP

47 25

HP

LP

LP

42 24

HP

41 90

LP

HP

41 90

LP

42 54

HP

41 88

LP

HP

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

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

W

W

W

W W

W

W

W W

EX. ELECTRICAL

ESM'T (TYP.)

UGC UG

E

UGEUGC

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

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

UGE

UGE

UGE

UGE

UG

E

UG

E

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UG

E

UG

E

UG

E

UG

E

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGC UGC

UG

C

UG

C

UG

C

UG

C

UGC

UGC

UGC

UG

C

UG

C

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

OHE

OHE

OHE

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OHE

OHE

OHE

OHE

E

E

E

E

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UG

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

E

E

E E

E E

C

C

C

C

C

C

C

C

C E

E

E

C E

C E

C

E

C

E

C

EUGC UGC UGC UGC

UGC

C

UGEUGE

UG

E

UGE

UG

E

UG

C

TR

TV

TR

UGE

UGE

UGE

UGE

UGE

UGE

UGE UGE

UGE

UG

E

UGE

UG

E

UGC

UGC

UGC

UGC

UGC

UGC

UGC

C

E

E

E

E

EM

TR

E

C

C

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