S02_Construction Drawings bk 1.pdf

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

MONTEVALLO, ALABAMA

927CM3003

OCTOBER 25, 2024 Dwg. of

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 NumberBID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

ALABAMA NATIONAL CEMETERY

GRAVESITE EXPANSION PHASE 3

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Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

CDW 163RJP

Above Group

(321) 345-9026

Modjeski and Masters

(717) 790-9565

Aqua Engineering

(970) 372-6104

The LA Group

(518) 587-8100

Integrity Federal Services

(304) 725-8456

SHELBY COUNTY

MONTEVALLO, ALABAMA

PHASE 3 CONSTRUCTION DOCUMENTS

PROJECT NUMBER: 927CM3003

BID DOCUMENTS

LOCATION MAP

N.T.S.

VICINITY MAP

N.T.S.

CONSULTANTS

DRAWING INDEX

SITE/CIVIL

1. GI001 COVER SHEET

2. C-101 NOTES, SYMBOLS AND ABBREVIATIONS

3. V-101 OVERALL EXISTING CONDITIONS PLAN

4. BL101 BORING LOCATION PLAN

5. BL201 BORING LOGS

6. BL202 BORING LOGS

7. BL203 BORING LOGS

8. BL204 BORING LOGS

9. BL205 BORING LOGS

10. C-151 OVERALL SITE DEVELOPMENT PLAN

11. C-201 CONSTRUCTION SEQUENCING PLAN

12. GC001 EROSION & SEDIMENT CONTROL NARRATIVE

13. GC011 TEMPORARY CONSTRUCTION FENCING PLAN

14 CK101 OVERALL SITE KEY MAP

15. GC102 EROSION & SEDIMENT CONTROL PLAN PHASE I

16. GC103 EROSION & SEDIMENT CONTROL PLAN PHASE I

17. GC104 EROSION & SEDIMENT CONTROL PLAN PHASE I

18. GC105 EROSION & SEDIMENT CONTROL PLAN PHASE I

19. GC106 EROSION & SEDIMENT CONTROL PLAN PHASE I

20. GC202 EROSION & SEDIMENT CONTROL PLAN PHASE II-BASE BID

21. GC203 EROSION & SEDIMENT CONTROL PLAN PHASE II-BASE BID

22. GC204 EROSION & SEDIMENT CONTROL PLAN PHASE II-BASE BID

23. GC205 EROSION & SEDIMENT CONTROL PLAN PHASE II-BASE BID

24. GC206 EROSION & SEDIMENT CONTROL PLAN PHASE II-BASE BID

25. GC207 EROSION & SEDIMENT CONTROL PLAN PHASE II-BID OPTION 1

26. GC208 EROSION & SEDIMENT CONTROL PLAN PHASE II-BID OPTION 3

27. GC209 EROSION & SEDIMENT CONTROL PLAN PHASE II-BID OPTION 3

28. GC501 EROSION & SEDIMENT CONTROL DETAILS

29. GC502 EROSION & SEDIMENT CONTROL DETAILS

30. CD101 SITE CLEARING AND DEMOLITION PLAN

31. CD102 SITE CLEARING AND DEMOLITION PLAN

32. CD103 SITE CLEARING AND DEMOLITION PLAN

33. CD104 SITE CLEARING AND DEMOLITION PLAN

34. CD105 SITE CLEARING AND DEMOLITION PLAN

35. CS101 SITE LAYOUT PLAN-BASE BID

36. CS102 SITE LAYOUT PLAN-BASE BID

37. CS103 SITE LAYOUT PLAN-BASE BID

38. CS104 SITE LAYOUT PLAN-BASE BID

39. CS105 SITE LAYOUT PLAN-BASE BID

40. CS106 SITE LAYOUT PLAN-BID OPTION1

41. CS107 SITE LAYOUT PLAN-BID OPTION 3

42. CS108 SITE LAYOUT PLAN-BID OPTION 3

43. CS111 BURIAL SECTION NUMBERING PLAN SECTION 4

44. CS112 BURIAL SECTION NUMBERING PLAN SECTION 10 & 11

45. CS113 BURIAL SECTION NUMBERING PLAN SECTION 12

46. CS114 BURIAL SECTION NUMBERING PLAN SECTION 13

47. CS115 BURIAL SECTION NUMBERING PLAN SECTION 14

48. CS116 BURIAL SECTION NUMBERING PLAN SECTION 15

49. CS117 BURIAL SECTION NUMBERING PLAN SECTION 16-BID OPTION 3

50. CG101 GRADING & DRAINAGE PLAN-BASE BID

51. CG102 GRADING & DRAINAGE PLAN-BASE BID

52. CG103 GRADING & DRAINAGE PLAN-BASE BID

53. CG104 GRADING & DRAINAGE PLAN-BASE BID

54. CG105 GRADING & DRAINAGE PLAN-BASE BID

55. CG106 GRADING & DRAINAGE PLAN-BID OPTION 1

56. CG107 GRADING & DRAINAGE PLAN-BID OPTION 3

57. CG108 GRADING & DRAINAGE PLAN-BID OPTION 3

58. CG111 BURIAL GRADING ENLARGEMENT PLAN SECTION 4

59. CG112 BURIAL GRADING ENLARGEMENT PLAN SECTION 10 & 11

60. CG113 BURIAL GRADING ENLARGEMENT PLAN SECTION 12

61. CG114 BURIAL GRADING ENLARGEMENT PLAN SECTION 13

62. CG115 BURIAL GRADING ENLARGEMENT PLAN SECTION 14

63. CG116 BURIAL GRADING ENLARGEMENT PLAN SECTION 15

64. CG117 BURIAL GRADING ENLARGEMENT PLAN SECTION 16-BID OPTION 3

65. CG118 BURIAL GRADING ENLARGEMENT PLAN SECTION 16-BID OPTION 3

66. CT201 ROADWAY A PLAN & PROFILES - BASE BID

67. CT202 ROADWAY A PLAN & PROFILES - BASE BID

68. CT203 ROADWAY B PLAN & PROFILES - BASE BID

69. CT204 ROADWAY C PLAN & PROFILES - BASE BID

70. CT205 ROADWAY B PLAN & PROFILE-BID OPTION 3

71. CT206 ROADWAY C PLAN & PROFILE-BID OPTION 3

72. CT207 ROADWAY D PLAN & PROFILE-BID OPTION 3

73. BD100 BRIDGE PLAN & ELEVATION

74. BD101 GENERAL NOTES

75. BD102 STAKE-OUT PLAN

76. BD103 FOUNDATION PLAN

77. BD104 BRIDGE PLAN

78. BD105 BRIDGE ELEVATIONS

79. BD106 FOUNDATION DETAILS

80. BD107 MISCELLANEOUS DETAILS-1

81. BD108 MISCELLANEOUS DETAILS-2

82. BD109 MISCELLANEOUS DETAILS-3

83. CU201 STORM SEWER PROFILES-BASE BID

84. CU202 STORM SEWER PROFILES-BASE BID

85. CU203 STORM SEWER PROFILES-BID OPTION 1

86. CU204 STORM SEWER PROFILES-BID OPTION 3

87. CU271 STORM SEWER COMPUTATIONS-BASE BID

88. CU272 STORM SEWER COMPUTATIONS-BID OPTION 3

89. CU501 STORM SEWER DETAILS

90. CU502 STORM SEWER DETAILS

91. CU503 STORM SEWER DETAILS

92. CS501 CRYPT BURIAL SECTION DETAILS

93. CS502 CRYPT BURIAL SECTION DETAILS

94. CS503 ROADWAY DETAILS

95. CJ101 STORMWATER MANAGEMENT PLAN

96. CJ501 STORMWATER MANAGEMENT DETAILS

97. CS401 COLUMBARIUM LAYOUT ENLARGEMENT PLAN - BASE BID

98. CS402 COLUMBARIUM LAYOUT ENLARGEMENT PLAN - BID OPTION 1

99. CG401 COLUMBARIUM GRADING ENLARGEMENT PLAN

100. CG402 COLUMBARIUM DRAINAGE ENLARGEMENT PLAN

101. CG403 COLUMBARIUM GRADING ENLARGEMENT PLAN - BID OPTION 1

102. CG404 COLUMBARIUM DRAINAGE ENLARGEMENT PLAN - BID OPTION 1

103. CI101 SITE SIGNAGE & FURNISHING OVERALL PLAN - BASE BID

104. CI102 SITE SIGNAGE & FURNISHING PLAN-AREA 1 - BASE BID

105. CI103 SITE SIGNAGE & FURNISHING PLAN-AREA 2 - BASE BID

106. CI104 SITE SIGNAGE & FURNISHING PLAN-AREA 3 - BASE BID

107. CI105 SITE SIGNAGE & FURNISHING PLAN-AREA 4 - BASE BID

108. CI106 SITE SIGNAGE & FURNISHING PLAN-AREA 5 - BASE BID

109. CI107 SIGN LOCATION CHARTS - BASE BID

110. CI111 SITE SIGNAGE & FURNISHING OVERALL PLAN - BID OPTIONS

111. CI112 SITE SIGNAGE & FURNISHING PLAN AREA 3 - BID OPTION 1

112. CI113 SITE SIGNAGE & FURNISHING PLAN AREA 4 - BID OPTION 3

113. CI114 SITE SIGNAGE & FURNISHING PLAN AREA 5 - BID OPTION 3

114. CI115 SIGN LOCATION CHARTS - BID OPTIONS 1 & 3

115. CI501 SIGNAGE DETAILS 1

116. CI502 SIGNAGE DETAILS 2

117. CI510 SITE FURNISHING DETAILS 1

118. CI511 SITE FURNISHING DETAILS 2

119. CI512 SITE FURNISHING DETAILS 3

120. CI520 SERVICE EMBLEM PLAN, ELEVATION, & DETAILS

121. CI701 COLUMBARIUM NUMBERING PLAN

122. CI702 COLUMBARIUM DETAILS 1

123. CI703 COLUMBARIUM DETAILS 2

124. CI704 COLUMBARIUM DETAILS 3

125. CI705 COLUMBARIUM DETAILS 4

126. CI706 COLUMBARIUM DETAILS 5

127. CI707 COLUMBARIUM DETAILS 6

128. CI708 COLUMBARIUM DETAILS 7

129. CI709 COLUMBARIUM DETAILS 8

130. CI710 COLUMBARIUM DETAILS 9

131. CI711 COLUMBARIUM DETAILS 10

LANDSCAPE

132. LP101 LANDSCAPE OVERALL PLAN - BASE BID

133. LP102 LANDSCAPE PLAN AREA 1 - BASE BID

134. LP103 LANDSCAPE PLAN AREA 2 - BASE BID

135. LP104 LANDSCAPE PLAN AREA 3 - BASE BID

136. LP105 LANDSCAPE PLAN AREA 4 - BASE BID

137. LP106 LANDSCAPE PLAN AREA 5 - BASE BID

138. LP111 LANDSCAPE OVERALL PLAN - BID OPTIONS

139. LP112 LANDSCAPE PLAN AREA 3 - BID OPTION 1

140. LP113 LANDSCAPE PLAN AREA 4 - BID OPTION 3

141. LP114 LANDSCAPE PLAN AREA 5 - BID OPTION 3

142. LP501 LANDSCAPE DETAILS 1

143. LP502 LANDSCAPE DETAILS 2

144. LP503 PLANT LISTS

IRRIGATION

145. LI001 IRRIGATION NOTES AND LEGEND

146. LI101 IRRIGATION PLAN 1

147. LI102 IRRIGATION PLAN 2

148. LI103 IRRIGATION PLAN 3

149. LI104 IRRIGATION PLAN 4

150. LI105 IRRIGATION PLAN 5

151. LI201 IRRIGATION ADD ALTERNATE PLAN

152. LI501 IRRIGATION DETAILS 1

153. LI502 IRRIGATION DETAILS 2

154. LI503 IRRIGATION DETAILS 3

STRUCTURAL

155. S-001 STRUCTURAL GENERAL NOTE AND ABBREVIATIONS

156. SS101 STRUCTURAL FOUNDATION PLAN

157. SS102 STRUCTURAL FOUNDATION PLAN-BID OPTION

158. S-301 COLUMBARIUM DETAILS AND SECTIONS

ELECTRICAL

159. ET001 ELEC/TECH LEGEND, ABREV, & GENERAL NOTES

160. ET100 ELECTRICAL/TECHNOLOGY SITE PLAN

161. ET101 ADMINISTRATION BUILDING

162. ET102 MAINTENANCE BUILDING

163. T-501 TECHNOLOGY DETAILS

NO. DRAWING DRAWING TITLE

Know what's below.

before you dig.Call

R

ALABAMA NATIONAL CEMETERY

NO. DRAWING DRAWING TITLE

PREPARED BY

NORTH

NORTH

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

U.S. DEPARTMENT

OF VETERANS AFFAIRSVA

COVER SHEET

GI001

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

Phone: 304-725-8456 www.ifs-ae.com

100 STERLING PARKWAY, SUITE 302

MECHANICSBURG, PA 17050

717-790-9565

WWW.MODJESKI.COM

305 EAST DRIVE, SUITE H

MELBOURNE, FL 32904

321-345-9026

WWW.ABOVEGROUPINC.COM

AutoCAD SHX Text

MISSISSIPPI

AutoCAD SHX Text

TENNESSEE

AutoCAD SHX Text

PROJECT LOCATION

AutoCAD SHX Text

PROJECT LOCATION

AutoCAD SHX Text

BIRMINGHAM

AutoCAD SHX Text

FLORIDA

AutoCAD SHX Text

GEORGIA

AutoCAD SHX Text

US-65

AutoCAD SHX Text

AL-31

AutoCAD SHX Text

US-20

AutoCAD SHX Text

CAHABA RIVER NATIONAL WILDLIFE REFUGE

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

MONTEVALLO, ALABAMA

927CM3003

OCTOBER 25, 2024 Dwg. of

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 NumberBID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

ALABAMA NATIONAL CEMETERY

GRAVESITE EXPANSION PHASE 3

Fil e P ath : G

:\P

RO

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A

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Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

CDW 163RJP

Above Group

(321) 345-9026

Modjeski and Masters

(717) 790-9565

Aqua Engineering

(970) 372-6104

The LA Group

(518) 587-8100

Integrity Federal Services

(304) 725-8456

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

OHE OHE OHE OHE OHE

UGE UGE

REVERSE CURB

543.6

TO BE

REMOVED

TO

REMAIN

BOARD FENCE

W W8" W/M8" W/M

8" PVC SAN. SEW.

15" HDPE

OHE OHE OHE OHE OHE

UGE UGE

TRANS.CURB

SOIL BOUNDARY

HbB HgC

WIRE FENCE x x xXXXX

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

OHC

UGC

OHC

UGC

OVERHEAD COMMUNICATIONS LINE

UNDERGROUND COMMUNICATIONS LINE

BUILDING MOUNTED LIGHT

UTILITY POLE GUY WIRE

SANITARY SEWER FORCE MAIN FM FM FMFM FM

W W

SSSS 8" PVC SAN. SEW.

15" HDPE

EX. CC RBF

CONCRETE MONUMENT/IRON REBAR

TBSCC-TBSIPF

UNDERGROUND GAS LINEG G G G G G

C3

CO

45 0

GS 45 0

TC 45 0

INV

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 NOT 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

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 'ALABAMA NATIONAL CEMETERY GRAVESITE EXPANSION PHASE 3' INCLUDES, BUT IS NOT LIMITED TO, DEMOLITION OF EXISTING GRAVEL

ROADS AND SUBBASE MATERIALS, EXISTING CURB & GUTTER, AND EXISTING VEGETATION. OTHER IMPROVEMENTS INCLUDE GRAVESITE EXPANSION (PRE-PLACED CRYPTS, IN-GROUND CREMAIN SITES, AND COLUMBARIUM NICHES), CONSTRUCTION OF COLUMBARIUM WALLS, ROADS, SIGNAGE, SITE FURNISHINGS, LANDSCAPING, AND IRRIGATION

SYSTEM. THE PROJECT IS LOCATED IN MONTEVALLO, SHELBY COUNTY, ALABAMA.

2. THE TOPOGRAPHIC CONTOUR INTERVAL IS BOTH ONE FOOT AND FIVE FOOT AND OBTAINED FROM THE TOPOGRAPHIC SURVEY PERFORMED BY ENGINEERING DESIGN GROUP, LLC. THE HORIZONTAL DATUM IS IS BASED ON STATE PLANE GRID ALABAMA WEST (NAD83) AND THE VERTICAL IS BASED ON NAVD88. THE SURVEY WAS PERFORMED BY BOTH LiDAR, GPS, AND FIELD SURVEY DATED FEBRUARY 2024. THERE ARE AREAS OUTSIDE OF THE CONSTRUCTION LIMITS THAT ARE TEN FOOT CONTOURS AND THESE ARE BASED ON USGS WEBSITE TO SHOW DRAINAGE PATTERNS AND ESTABLISH DRAINAGE DIVIDES DATED MAY 2024.

3. THE SUBJECT PROPERTY IS LOCATED ON F.E.M.A. MAPS 01117O0388E AND 01117C0389E THAT ARE BOTH DATED FEBRUARY 20, 2013. PORTIONS OF THIS PROJECT ARE LOCATED

WITHIN THE 100-YEAR FLOODPLAIN AREA (ZONES A AND AE).

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

5. 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.

6. 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.

7. 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.

8. 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.

9. A FLOODPLAIN STUDY WILL BE CONDUCTED BY ENGINEERING DESIGN GROUP, LLC THAT SHOWS THE FLOODPLAIN ELEVATIONS BEFORE AND AFTER THE BRIDGE DESIGN TO

SHOW THAT IT IS WITHIN ACCEPTABLE TOLERANCES FOR FLOODPLAIN PERMITTING.

10. A BID OPTION HAS BEEN ADDED TO SHOW THE ADDITION OF SECTION 16 WITH INFRASTRUCTURE, ADDITIONAL COLUMBARIUM, AND IRRIGATION PUMP REPLACEMENT.

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 ALABAMA 811 AT 1-800-292-8525 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 AND MASTER PLAN 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. IFS 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. IFS 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 IFS. SO THAT APPROPRIATE REVISIONS IF WARRANTED CAN BE MADE TO THE PLANS AT THE GOVERNMENT'S EXPENSE.

6. IFS 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 CONSTRUCTIBILITY 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. THE IRRIGATION SYSTEM IS TO REMAIN ACTIVE DURING CONSTRUCTION.

22. A JURISDICTIONAL DETERMINATION WILL BE DONE FOR THE STREAM IMPACTS CAUSED BY THE CONSTRUCTION OF THIS PLAN. THIS SUBMISSION WILL BE HANDLED BY ECS

SOUTHEAST, LLC.

23. THE CONTRACTOR IS RESPONSIBLE FOR ANY PERMITTING REQUIRED FOR TEMPORARY DISTURBANCES TO SHOAL CREEK, INCLUDING CONSULTATION WITH THE UNITED STATES

FISH AND WILDLIFE SERVICE.

24. CONTRACTOR IS RESPONSIBLE FOR OBTAINING NPDES PERMIT PRIOR TO CONSTRUCTION.

C-101

NOTES, SYMBOLS AND ABBREVIATIONS

EX.

0 45

5 46 0 46

5 47 0 475

480 475470

465 460 45

0 44 5 44 0 43 5 43 0 427

0 44

5 45

460 465 470

5 490

485 48

495500

0475470470460

45545

43544044545045 5460465470475480480

450455

460465

0 485

485480

460455455

6 45

460460

460 460

455455454

45745845

462463 461

461462463464470

465464463464465

465466467 466465

461 460 45

458 455

454454455

454453452451451452453

478479480481

483484 485 485

495 490500

485 482

475473

475475 475475475

46046

450480490

0 450

480 49 0 500 51

0 520 530

0 52

0 51

44644 3443444445446447

446 44

444445446447

44944844744

451450449448

451452 454 455

57458459460461462463

44644 7 448

441442

443444445446447448449450451 451450451452

45145245 7 456

449448447446445

475470

450 450

460450

459458457

455454453 E

T

SW INLET

RIM 475.38

FL 468.96

SW INLET

RIM 475.36

FL IN 468.96

FL OUT 468.87

SW INLET

RIM 477.21

FL IN 472.99

FL OUT 472.89

SW INLET

RIM 479.18

FL IN 474.38

FL OUT 473.78

" R

CP

18" RCP

18" RCP

18" RCP

8"

PV

C

HW

FL 455.68

FL 453.18

18" RCP

18" RCP

SW INLET

RIM 462.20

FL 458.92

SW INLET

RIM 462.37

FL IN 455.75 N

FL IN 455.89 W

FL OUT 455.60

18" RCP

18" RCP

18" RCP

STORM MH

RIM 456.24

FL IN 451.14

FL OUT 448.10

SW INLET

RIM 451.34

FL IN 445.15

FL OUT 445.01

SW INLET

RIM 448.32

FL IN 443.07

FL OUT 442.88

T

E 24" RCP

36" DIP

SW INLET

RIM 446.49

FL IN 439.86

FL OUT 438.72

SW INLET

RIM 446.61

FL IN 438.74

FL OUT 438.47

FULL OF WATER

SW INLET

RIM 448.61

FL IN 443.42 N

FL IN 443.46 S FL OUT

443.15

18" RCP

" R

CP

24" RCP

SW INLET

RIM 448.72

FL 443.73

E

FL 440.66

36" RCP

SW INLET

RIM 447.37

FL 440.97

REDWOOD DRIVE

MONTEVALLO

ROAD (H

WY 11

9)

EX. PUBLIC

INFO CENTER

/ ADMIN BLD.

EX. CORTEGE

ASSEM. AREA

EX.

IRRIGATION

POND

EX. VA

MAINTENANCE

COMPLEX EX. VA

MAINTENANCE

YARD

EX.

COMMITTAL

SHELTER #1EX.

COMMITTAL

SHELTER #2

EX.

COLUMBARIUM

A COMPLEX

EX. PUBLIC

ASSEMBLY

AREA

EX. BURIAL

SECTION #8

EX. BURIAL

SECTION #9

EX. BURIAL

SECTION #5

EX. BURIAL

SECTION #1

EX. BURIAL

SECTION #2

EX. SERVICE

DRIVE

EX. SERVICE

DRIVE

EX. SERVICE

DRIVE

EX. MAIN

CEMETERY

ENTRANCE

EX. SERVICE

ENTRANCE

EX. BURIAL

SECTION #6

EX. BURIAL

SECTION #7

EX.

COMMITTAL

SHELTER #3

EX.

HOUSEEX.

DRIVEWAY

EX.

POND

EX.

BUILDING

COMPLEX

EX. LOT

EX.

POND

EX.

HOUSE

EX.

HOUSE

EX.

TRAILER

EX.

HOUSE

EX.

HOUSE

EX.

BUILDING

EX.

DRIVEWAY

EX.

POND

EX.

HOUSE

UNNAMED

TRIBUTARY TO

SHOAL CREEK

EX. ACCESS TO

SALEM ROAD

PROPERTY LINE

LIMITS OF PHASE 3 SURVEY AREA

PROPERTY LINE

SHOAL CREEK (STREAM 10)

STREAM 7

STREAM 8

STREAM 9

STREAM 1

STREAM 3

STREAM 4

STREAM 2

STREAM 5

STREAM 6

APPROXIMATE LOCATION

OF 500-YEAR FLOOD PLAIN

APPROXIMATE LOCATION

OF 100-YEAR FLOOD PLAIN

SHOAL CREEK (STREAM 10)

1. THE TOPOGRAPHIC CONTOUR INTERVAL IS BOTH ONE FOOT AND FIVE FOOT AND

OBTAINED FROM TOPOGRAPHIC SURVEY PERFORMED BY ENGINEERING DESIGN

GROUP, LLC. THE HORIZONTAL DATUM IS BASED ON STATE PLANE GRID ALABAMA

WEST (NAD83) AND THE VERTICAL IS BASED ON NAVD88. THE SURVEY WAS

PERFORMED BY BOTH LIDAR, GPS, AND FIELD SURVEY DATED FEBRUARY 2024.

THERE ARE AREAS OUTSIDE OF THE CONSTRUCTION LIMITS THAT ARE TEN FOOT

CONTOURS AND THESE ARE BASED ON USGS WEBSITE TO SHOW DRAINAGE

PATTERNS AND ESTABLISHED DRAINAGE DIVIDES DATED MAY 2024.

2. 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.

3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT ALABAMA NATIONAL

CEMETERY AND APPLICABLE UTILITY COMPANIES AND FOR THE EXACT LOCATION

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

NOTES:

LEGEND:

PHASE 3 PROJECT AREA LIMITS

LIMITS OF WORK

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

MONTEVALLO, ALABAMA

927CM3003

OCTOBER 25, 2024 Dwg. of

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 NumberBID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

ALABAMA NATIONAL CEMETERY

GRAVESITE EXPANSION PHASE 3

Fil e P ath : G

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Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

CDW 163RJP

Above Group

(321) 345-9026

Modjeski and Masters

(717) 790-9565

Aqua Engineering

(970) 372-6104

The LA Group

(518) 587-8100

Integrity Federal Services

(304) 725-8456 NOT FOR

CONSTRUCTION

V-101

NORTH

GRAPHICAL SCALE: 1"=150'

150 75 0 150 300 450

OVERALL EXISTING CONDITIONS PLAN

AutoCAD SHX Text

WM

AutoCAD SHX Text

WM

AutoCAD SHX Text

WM

AutoCAD SHX Text

WM

AutoCAD SHX Text

WM

AutoCAD SHX Text

WM

AutoCAD SHX Text

WM

AutoCAD SHX Text

WM

AutoCAD SHX Text

WM

D

5 46

0 46 5 47

480 475 470

465 460

0 44 5 44 0 43 5 43

0 427

0 44

460 465 470

5 490

485 48

495500

0475470470

45545

435440445450

5460465470475480480

0 485

485480

455455

6 45

460 460

455455454

45745845

462463 461

461462463464470

465464463464465 465466467

466 465

461 460 45

458 455

454 454 455

454453452451451452453

478479 480481

490500

485 482

46046

0 450

480 49

500 51 0 520

0 51

44644 3443444445446447

44644

444445446447

44944844744

451450449448

451452 454 455

4574584

61462463

446 447 448

444445446447448449450451

451450451452

45145245

449448447446445

450 450

460450

459458457

454453

TsE

TsE

ToE

ToE Tu

ToD

ToD

ToD

E

T

XX

SW INLET

RIM 475.38

FL 468.96

SW INLET

RIM 475.36

FL IN 468.96

FL OUT 468.87

SW INLET

RIM 477.21

FL IN 472.99

FL OUT 472.89

SW INLET

RIM 479.18

FL IN 474.38

FL OUT 473.78

" R

CP

18" RCP

18" RCP

18" RCP

8"

PV

C

HW

FL 455.68

FL 453.18

18" RCP

18" RCP

SW INLET

RIM 462.20

FL 458.92

SW INLET

RIM 462.37

FL IN 455.75 N

FL IN 455.89 W

FL OUT 455.60

18" RCP

18" RCP

18" RCP

STORM MH

RIM 456.24

FL IN 451.14

FL OUT 448.10

SW INLET

RIM 451.34

FL IN 445.15

FL OUT 445.01

SW INLET

RIM 448.32

FL IN 443.07

FL OUT 442.88

T

E 24" RCP

36" DIP

SW INLET

RIM 446.49

FL IN 439.86

FL OUT 438.72

SW INLET

RIM 446.61

FL IN 438.74

FL OUT 438.47

FULL OF WATER

SW INLET

RIM 448.61

FL IN 443.42 N

FL IN 443.46 S FL OUT

443.15

18" RCP

" R

CP

24" RCP

SW INLET

RIM 448.72

FL 443.73

CONTROL IRON

N: 1140146.3399 E: 2170290.1335

ELEV 488.46

CONTROL PK NAIL

N: 1139614.8150 E: 2170418.4130

ELEV 449.56

CONTROL REBAR

N: 1139996.2509 E: 2169809.9290

ELEV 482.83

CONTROL REBAR

N: 1140029.5690 E: 2169560.0409

ELEV 457.24

E

FL 440.66

36" RCP

SW INLET

RIM 447.37

FL 440.97

SHOAL CREEK

SHOAL CREEK

EX.

IRRIGATION

POND

EX.

COMMITTAL

SHELTER #2

EX.

COLUMBARIUM

A COMPLEX

EX. PUBLIC

ASSEMBLY

AREA

EX. BURIAL

SECTION #8

EX. BURIAL

SECTION #9

EX. BURIAL

SECTION #5

EX. BURIAL

SECTION #1

EX. SERVICE

DRIVE

EX. SERVICE

DRIVE EX. BURIAL

SECTION #6

EX.

COMMITTAL

SHELTER #3

EX.

HOUSE

APPROXIMATE LOCATION

OF 100-YEAR FLOOD

PLAIN

APPROXIMATE LOCATION

OF 500-YEAR FLOOD

PLAIN

STREAM 1

STREAM 3

STREAM 4

STREAM 5

STREAM 6

STREAM 8

STREAM 9

STREAM 7

STREAM 2

UNNAMED TRIBUTARY

TO SHOAL CREEK

EX. ACCESS TO

SALEM ROAD

X

X

X

X

X

X

X

X

15+00 16+00

16+84.52

10+00 11+00

12+00 13+00

14+00

15+00

16+00

17+00

18+00 18+11.33

10+24.35 11+00

12+00

13+00

14+00

15+00

16+00 17+00

18+00

19+00

20+00

21+00

22+00

23+00

24+00

+0

+0

27+00

28+00

29+00

+0

+0

+0

+0

34+00

35+00

35+67.52

14+00

13+65

9+92

C-01

C-24 C-23

C-25

C-02

C-03

C-04

C-06

C-05

C-07

C-22 C-21

C-20 C-19

C-10

C-09

C-08

C-11

C-13C-12 C-15

C-16

C-17

C-14

C-18

B-05 B-06

B-08 B-07 B-03

B-04

B-02 B-01

A-02

A-01

SOIL PROFILE BOUNDARY

SOIL PROFILE MAPPING UNIT

MAPPING UNIT SOIL NAME

AnB ALLEN LOAM, 2 TO 6% DeB2 DEWEY CLAY LOAM, 2 TO 6%, ERODED DeC2 DEWEY CLAY LOAM, 6 T0 10%, ERODED MfD MINVALE-FULLERTON COMPLEX, 6 TO 15% ToD TOWNLEY SILT LOAM, 4 TO 12% ToE TOWNLEY SILT LOAM, 12 TO 18% TsE TOWNLEY-SUNLIGHT COMPLEX, 12 TO 35% Tu TUPELO LOAM, FREQUENTLY FLOODED Tx TUPELO-DEWEY COMPLEX

TbF WnE3

LEGEND:

SOIL BORING LOCATION

1. FOR BORING LOG INFORMATION AND RECOMMENDATIONS AT THE LOCATIONS

SHOWN ON THIS SHEET, REFER TO GEOTECHNICAL ENGINEERING REPORT

ENTITLED, "ALABAMA NATIONAL CEMETERY PHASE II", PREPARED BY ECS

SOUTHWEST, LLC REVISED MAY 28, 2024 (ECS PROJECT NUMBER 30:2402-A).

B-33

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

MONTEVALLO, ALABAMA

927CM3003

OCTOBER 25, 2024 Dwg. of

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 NumberBID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

ALABAMA NATIONAL CEMETERY

GRAVESITE EXPANSION PHASE 3

Fil e P ath : G

:\P

RO

JE

CT

\S

BU

\50

-0

1 N

CA

A

LA

BA

MA

\E

NG

IN

\P

LA

NS

\B L1

.D

W G

Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

CDW 163RJP

Above Group

(321) 345-9026

Modjeski and Masters

(717) 790-9565

Aqua Engineering

(970) 372-6104

The LA Group

(518) 587-8100

Integrity Federal Services

(304) 725-8456 NOT FOR

CONSTRUCTION

BL101

BORING LOCATION PLAN

NORTH

GRAPHICAL SCALE: 1"=100'

100 50 0 100 200 300

SOILS LEGEND:

SOILS DESCRIPTIONS:

LIMITS OF WORK

AutoCAD SHX Text

WM

AutoCAD SHX Text

WM

AutoCAD SHX Text

WM

AutoCAD SHX Text

WM

AutoCAD SHX Text

WM

AutoCAD SHX Text

WM

AutoCAD SHX Text

WM

AutoCAD SHX Text

WM

AutoCAD SHX Text

WM

D