S02_Attachment 4_866CM3030 NNC Burial-Expansion Drawings-1.pdf

PDF 12 MB Posted Jul 3, 2024

Attached to: Y1PZ--CONS Natchez NC Expansion/Demo Mx Fac/Roads (866CN3029/866CM3030) (VA-23-00072411)
Solicitation number: 36C78624B0041
Issued by: Department of Veterans Affairs National Cemetery Administration

About this file

Written by GovTribe AI · Jul 3, 2024

This document appears to be Attachment 4 - Drawing Sheets for the Solicitation 36C78624B0041 for the Natchez National Cemetery Expansion and Demolition Maintenance Facility/Roads Projects (866CN3029 and 866CM3030).

The key details are:

This is a drawing set for two cemetery projects at the Natchez National Cemetery, funded by the Department of Veterans Affairs National Cemetery Administration.
The projects include cemetery expansion and demolition of a maintenance facility, as well as road work.
The solicitation number is 36C78624B0041, and the contract opportunity ID is 307de05017b84e149af582cea364e822.
This is an Invitation for Bid (IFB) for the construction work required.

View the file

Other files

File	Type	Posted
36C78624B0041 0004.docx	DOCX document	Aug 8, 2024
09_CD101_DEMO-PLAN.pdf	PDF	Aug 1, 2024
18_CS105_SIGNAGE-PLAN.pdf	PDF	Aug 1, 2024
36C78624B0041 0003.docx	DOCX document	Aug 1, 2024
S05_Vendor Questions AMENDMENT-0002 Q-A.pdf	PDF	Jul 31, 2024
36C78624B0041 0002.docx	DOCX document	Jul 31, 2024
36C78624B0041 0001.docx	DOCX document	Jul 8, 2024
S02_Attachment 1_SOW 866CM3029 Demolition and Road Repair.pdf	PDF	Jul 3, 2024
36C78624B0041.docx	DOCX document	Jul 3, 2024
S02_Attachment 2_SOW 866CM3030 Burial Expansion.pdf	PDF	Jul 3, 2024
S02_Attachment 5_866CM3030 NNC Burial-Expansion Drawings-2.pdf	PDF	Jul 3, 2024
S02_Attachment 3_866CM3029_NNC_Demo-Road-Drawings.pdf	PDF	Jul 3, 2024
S02_Attachment 9_WD_MS20240078.pdf	PDF	Jul 3, 2024
S02_Attachment 6_866CM3030 NNC Burial-Expansion Drawings-3.pdf	PDF	Jul 3, 2024
S02_Attachment 10_IFB Contractor Cost Estimate Worksheet.xlsx	XLSX spreadsheet	Jul 3, 2024
S02_Attachment 7_866CM3029-866CM3030_NNC_Specifications.pdf	PDF	Jul 3, 2024
S02_Attachment 8_WD_MS20240071.pdf	PDF	Jul 3, 2024

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Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

ADAMS COUNTY, MISSISSIPPI

866CM3030

MARCH 7, 2023 Dwg. of

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

NATCHEZ NATIONAL CEMETERY

BURIAL EXPANSION PROJECT

Fil e P ath

J-2

2\2

\20

\86

6C M3

R-

The LA Group

(518) 587-8100

AQUA ENGINEERING

(970) 229-9668

AES Group

(303) 841-3922

CB DESIGN GROUP

(888) 585-2234 INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

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

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

GRITY FEDERA

SERV I CES

Scope Revision & Clarification 6/7/2024

COVER SHEET

GI001

DEPARTMENT OF

VETERANS AFFAIRS

ADAMS COUNTY

NATCHEZ, MISSISSIPPI

BURIAL EXPANSION PROJECT

PROJECT NUMBER: 866CM3030

BID DOCUMENTS

LOCATION MAP

1" = 300'

VICINITY MAP

N.T.S.

DRAWING INDEX

GENERAL

1. GI001 COVER SHEET

2. GI002 GENERAL NOTES, SYMBOLS AND ABBREVIATIONS

SURVEY

3. V-101 EXISTING CONDITIONS PLAN - EAST

4. V-102 EXISTING CONDITIONS PLAN - WEST

SITE / CIVIL

5. GC001 SEQUENCING PLAN - WEST

6. GC101 EROSION AND SEDIMENT CONTROL PLAN - EAST

7. GC102 EROSION AND SEDIMENT CONTROL PLAN - WEST

8. GC501 EROSION AND SEDIMENT CONTROL DETAILS

9. CD101 DEMOLITION PLAN - WEST

10. CP101 ROADWAY GEOMETRY PLAN

11. CP201 ROAD PROFILE

12. CP501 PAVING DETAILS - 1

13. CP502 PAVING DETAILS - 2

14. CP503 PAVING DETAILS - 3

15. CP504 PAVING DETAILS - 4

16. CS101 SITE PLAN - EAST

17. CS102 SITE PLAN - WEST

18. CS105 SIGNAGE AND SITE FURNISHINGS PLAN - WEST

19. CS201 NUMBERING PLAN - SECTIONS V & T

20. CS202 NUMBERING PLAN - SECTION X

21. CG101 GRADING AND DRAINAGE PLAN - EAST

22. CG102 GRADING AND DRAINAGE PLAN - WEST

23. CG501 STORM AND UTILITY DETAILS

24. CI501 PRE-PLACED CRYPT DETAILS - 1

25. CI501A PRE-PLACED CRYPT DETAILS - 1A

26. CI502 PRE-PLACED CRYPT DETAILS - 2

27. CI505 SITE FURNISHINGS DETAILS - 1

28. CI506 SITE FURNISHINGS DETAILS - 2

29. CI510 SIGNAGE DETAILS - 1

30. CI511 SIGNAGE DETAILS - 2

LANDSCAPE / IRRIGATION

31. LP101 LANDSCAPE PLAN - EAST

32. LP102 LANDSCAPE PLAN - WEST

33. LI001 IRRIGATION NOTES

34. LI101 IRRIGATION DEMOLITION PLAN

35. LI102 IRRIGATION DISTRIBUTION PLAN

36. LI501 IRRIGATION DETAILS - 1

37. LI502 IRRIGATION DETAILS - 2

38. LI503 IRRIGATION DETAILS - 3

39. LI504 IRRIGATION DETAILS - 4

ARCHITECTURAL

40. GI200 PROJECT DATA, SYMBOLS, ABBREVIATIONS AND NOTES

41. AE100 FLOOR PLAN, RCP, EXTERIOR ELEVATIONS AND WALL SECTIONS

42. AE200 WALL SECTIONS AND DETAILS

STRUCTURAL

43. SE101 STRUCTURAL NOTES AND PLANS - SHELTER

44. SE501 STRUCTURAL DETAILS - SHELTER

ELECTRICAL

45. EI001 ELECTRICAL GENERAL NOTES

46. EP101 ELECTRICAL POWER PLAN - EAST

47. EP102 ELECTRICAL POWER PLAN - WEST

48. EP501 ELECTRICAL PANEL SCHEDULE

NO. DRAWING DRAWING TITLE

Know what's below.

before you dig.Call

NATCHEZ NATIONAL CEMETERY

NO. DRAWING DRAWING TITLE

NORTH

SITE

TENNESSEE

ALABAMA

LOUISANA

ARKANSAS

MARBLESTONE ROAD

NATCHEZ NATIONAL

CEMETERY (EAST)

NATCHEZ NATIONAL

CEMETERY (WEST)

DLM JDS

TOTAL

NUMBER OF

GRAVESITES

SECTION

GRAVESITE YIELD SUMMARY

CREMAIN PLOTS

PRE-PLACED

DOUBLE-DEPTH

CRYPT SITES

(2'-10.5"X7'-6.5"')

CASKET PLOTS

183'T' 183 'V' 97 97

IN-GROUND

CREMAIN SITES

(4'X4') PLOTS

BURIAL

'X' 0 299299

PLOTS

NOTE ON PRE-PLACED DOUBLE-DEPTH LAWN CRYPTS

THIS PROJECT CALLS FOR THE SUPPLY AND INSTALLATION OF PRE-PLACED CONCRETE DOUBLE-DEPTH LAWN CRYPTS.

TWO (2) ALTERNATIVE CRYPT SIZES WOULD BE ACCEPTABLE FOR USE ON THIS PROJECT (OUTSIDE DIMENSIONS);

EITHER 34"W X 90"L OR 34"W X 91"L. USE OF EITHER CRYPT SIZE IS AT THE DISCRETION OF THE CONTRACTOR, BUT ONLY ONE CRYPT SIZE SHALL BE UTILIZED IN THE INSTALLATION. THE FOLLOWING MANUFACTURERS (OR APPROVED

EQUAL) ARE ABLE TO MEET THESE REQUIREMENTS:

SANNIPOLI CORPORATION / WHITED CEMETERY SERVICES

FRED SANNIPOLI

(951) 928-8022

WILBERT CEMETERY CONSTRUCTION

DAVID WELZENBACH

(816) 966-4683

PRE-PLACED CRYPT DIRECTIONS:

1. THE PLAN REQUIRES THE INSTALLATION OF NEW PRE-PLACED CRYPTS ABUTTING EXISTING CRYPTS.

2. THE EXISTING CRYPTS ARE 34" X 90" AND ARE LOCATED WITHIN 34.5" X 90.5" BURIAL PLOTS.

3. FOR THIS PROJECT, THE CONTRACTOR MAY INSTALL 34" X 90" PRE-PLACED CRYPTS OR 34" X 91" PRE-PLACED

CRYPTS.

4. SEE DETAILS ON SHEET CI501 FOR THE PLACEMENT OF 34" X 90" PRE-PLACED CRYPTS.

5. SEE DETAILS ON SHEET CI501A FOR THE PLACEMENT OF 34" X 91" PRE-PLACED CRYPTS.

6. PRE-PLACED CRYPTS MAY BE LOCATED OUTSIDE OF THE 34.5" X 90.5" PLOTS AS PERMITTED BY THE DETAILS ON

CI501 AND CI501A.

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

ADAMS COUNTY, MISSISSIPPI

866CM3030

MARCH 7, 2023 Dwg. of

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

NATCHEZ NATIONAL CEMETERY

BURIAL EXPANSION PROJECT

Fil e P ath

J-2

2\2

\20

\86

6C M3

R-

The LA Group

(518) 587-8100

AQUA ENGINEERING

(970) 229-9668

AES Group

(303) 841-3922

CB DESIGN GROUP

(888) 585-2234 INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

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

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

GRITY FEDERA

SERV I CES

Scope Revision & Clarification 6/7/2024

GENERAL NOTES, SYMBOLS AND

ABBREVIATIONS

GI002

ABBREVIATIONS:

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 CREMAINS

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 OVER BANK 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 THE NATCHEZ NATIONAL CEMETERY BURIAL EXPANSION PROJECT INCLUDES, BUT IS NOT LIMITED TO, DEMOLITION OF EXISTING ASPHALT

AND CONCRETE PAVEMENT AND SUBBASE MATERIALS, EXISTING CURB & GUTTER, AND EXISTING UTILITIES, CONSTRUCTION OF A NEW COMMITTAL SERVICE SHELTER WITH TAPS SYSTEM ON THE EASTERN SIDE OF THE PROPERTY, INSTALLATION OF APPROXIMATELY 339 DOUBLE-DEPTH PRE-PLACED CRYPTS, 299 IN-GROUND CREMAIN SITES, AND 35 TRADITIONAL CASKET PLOTS ON THE WESTERN SIDE OF THE PROPERTY, AND CONSTRUCTION OF ASSOCIATED ROADWAY AND UTILITY IMPROVEMENTS. THE PROJECT IS

LOCATED IN NATCHEZ, ADAMS COUNTY, MISSISSIPPI.

2. EXISTING CONDITIONS ILLUSTRATED WITHIN THE EASTERN SIDE OF THE PROPERTY (HISTORIC CEMETERY PROPERTY) PER A FIELD SURVEY PREPARED BY JKS ENGINEERS DATED OCTOBER 2021. HORIZONTAL DATUM IS REFERENCED TO THE MISSISSIPPI STATE PLANE, MISSISSIPPI WEST ZONE (NAD 83) COORDINATE SYSTEM AND VERTICAL DATUM

IS REFERENCED TO (NAVD 88).

3. EXISTING CONDITIONS ILLUSTRATED WITHIN THE WESTERN SIDE OF THE PROPERTY (CEMETERY EXPANSION PROPERTY) COMPILED FROM .DWG PHASE II BURIAL EXPANSION AS-CONSTRUCTED DRAWINGS (FEB 2006) AND .PDF 95% BLUFF STABILIZATION DRAWING (JUN 2018) PROVIDED BY THE VA. IT IS ANTICIPATED THAT AN EXISTING CONDITIONS SURVEY FOR THE WESTERN SIDE OF THE PROPERTY WILL BE COMPLETED FOLLOWING COMPLETION OF THE BLUFF STABILIZATION PROJECT.

4. THE SUBJECT PROPERTY IS LOCATED ON F.E.M.A. MAP 28001C0160D DATED JUNE 16, 2011. NO PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100-YEAR FLOODPLAIN

AREA (ZONE A). THE PROPERTY IS IN ZONE D.

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

6. 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.

7. 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.

8. 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.

9. AT ALL TIMES WHEN WORK IS BEING DONE, THERE SHALL BE 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 (COR) 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 MISSISSIPPI DEPARTMENT OF TRANSPORTATION CONSTRUCTION STANDARDS AND SPECIFICATIONS, WHERE APPLICABLE.

3. THE CONTRACTOR SHALL CONTACT MISSISSIPPI ONE CALL SYSTEM, INC. AT 1-800-227-6477 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. 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 COR.

5. THE DESIGN TEAM 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 THE COR SO THAT APPROPRIATE REVISIONS, IF WARRANTED, CAN BE MADE TO THE PLANS AT THE GOVERNMENT'S EXPENSE.

6. THE DESIGN TEAM 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 COR 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 COR'S 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 COR TWO (2) DAYS BEFORE ANY DEMOLITION WORK BEGINS. ANY PLANNED INTERRUPTIONS IN SERVICES

SHALL BE COORDINATED WITH THE COR AT LEAST TWO (2) 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.

DLM JDS

EXISTING 8" SANITARY

SEWER LINE

EXISTING 6" SANITARY

SEWER LINE

EXISTING 2" GAS

LINE, TYP.

EXISTING UNDERGROUND

ELECTRIC SERVICE, TYP.

EXISTING 6" WATER

LINE, TYP.

EXISTING UNDERGROUND

ELECTRIC SERVICE, TYP.

EXISTING

6" WATER

LINE, TYP.

EXISTING 6" WATER

LINE, TYP.

PAVEMENT IMPROVEMENTS (N.I.C.);

COMPLETED AS PART OF THE ROAD

DEMOLITION PROJECT (VA PROJECT

#866CM3029)

4" PVC PIPE

INV. = 240.48'

4" PVC PIPE

INV. = 240.74'

4" PVC PIPE

INV. = 241.17'

4" PVC PIPE

INV. = 242.76'

4" PVC PIPE

INV. = 242.93'

DRAINAGE GRATE

INV UNAVAILABLE

6" CONC. PIPE

INV = 246.15'

BRICK INLET

INV = 243.47'

4" PVC PIPE

INV = 240.96'

12" PVC PIPE

INV = 240.36'

6" CONC. PIPE

INV = 249.74'

4" PVC PIPE

TOP = 240.84'

4" PVC PIPE

TOP = 244.54'

BRICK WALL (HEIGHT VARIES)

K W

L (

WROUGHT IRON

GATE

WAL

GRAVE LOCATOR

BRICK BUILDING

BENCHMARK #1:

ALUMINUM CAP IN

CONCRETE

ELEV.=252.10

N:758164.20 E:1965832.30

BENCHMARK #2:

ALUMINUM CAP IN

CONCRETE

ELEV.=249.47

N:758074.34 E:1966104.30

BURIAL SECTION LIMITS

GUIDERAIL

SAN

W W

E/U

E/U E/U

E/U E/U E/U

E/U

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

ADAMS COUNTY, MISSISSIPPI

866CM3030

MARCH 7, 2023 Dwg. of

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

NATCHEZ NATIONAL CEMETERY

BURIAL EXPANSION PROJECT

Fil e P ath

J-2

2\2

\20

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6C M3

V-

-C

D-

The LA Group

(518) 587-8100

AQUA ENGINEERING

(970) 229-9668

AES Group

(303) 841-3922

CB DESIGN GROUP

(888) 585-2234 INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

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

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

GRITY FEDERA

SERV I CES

Scope Revision & Clarification 6/7/2024

EXISTING CONDITIONS PLAN -

EAST

V-101

10 5 10 15 2020 0

Scale: 1" = 20'

EXISTING WATER LINE

PROPERTY LINE

EXISTING UNDERGROUND ELECTRIC

EXISTING SANITARY SEWER LINESAN

EXISTING GAS LINE

E/U

EXISTING GUARDRAIL

NOTES

1. SEE V-102 FOR EXISTING CONDITIONS AT THE CEMETERY

EXPANSION PROPERTY (WEST SIDE OF CEMETERY ROAD).

2. EXISTING CONDITIONS ILLUSTRATED ARE THE ASSUMED

CONSTRUCTED CONDITIONS RESULTING FROM THE

DEMOLITION & ROAD PROJECT (VA PROJECT #866CM3029).

FIELD SURVEY FOR THAT PROJECT WAS PREPARED BY JKS

ENGINEERS DATED OCTOBER 2021. HORIZONTAL DATUM IS

REFERENCED TO THE MISSISSIPPI STATE PLANE,

MISSISSIPPI WEST ZONE (NAD 83) COORDINATE SYSTEM

AND VERTICAL DATUM IS REFERENCED TO (NAVD 88).

3. THE LOCATIONS OF ALL UNDERGROUND UTILITIES SHOWN

ON THIS PLAN ARE DIAGRAMMATIC ONLY PER A .PDF VA

SITE SURVEY DATED AUG 2002. THE ABSENCE OF ANY

UTILITY ITEMS DEPICTED IN THIS DRAWING DOES NOT

INDICATE THAT THEY DO NOT EXIST.

4. THE GENERAL CONTRACTOR SHALL VERIFY ALL SITE

CONDITIONS IN THE FIELD AND REPORT ANY

DISCREPANCY BETWEEN THE PLANS AND THE ACTUAL

FIELD CONDITIONS TO THE CONTRACTING OFFICER'S

REPRESENTATIVE (COR).

LEGEND

KEY MAP

NATCHEZ

NATIONAL

CEMETERY

(WEST)

MARBLESTONE ROAD

NATCHEZ

NATIONAL

CEMETERY

(EAST)

STRM

SAN

M S

STRM

SAN

CEM

ETERY RO

NATCHEZ

NATIONAL

CEMETERY

(WEST)

ENTRANCE

NATCHEZ

NATIONAL

CEMETERY

(EAST)

ENTRANCE

EXISTING 6" SANITARY

SEWER LINE, TYP.

EXISTING

P.I.C. / PUBLIC RESTROOMS /

MAINTENANCE BUILDING

EXISTING BURIAL SECTION

'S' - PRE-PLACED CRYPTS

EXISTING BURIAL SECTION

'T' - PRE-PLACED CRYPTS

EXISTING BURIAL

SECTION 'U' -

PRE-PLACED

CRYPTS

EXISTING BURIAL SECTION

'V' - PRE-PLACED CRYPTS

EXISTING BURIAL SECTION

'W' - IN-GROUND CREMAINS

EXISTING BURIAL SECTION 'R' -

TRADITIONAL CASKET BURIALS

EXISTING HANDRAIL,

TYP.

EXISTING RETAINING WALL

INSTALLED AS PART OF

THE USACE SLOPE

STABILIZATION PROJECT

EXISTING 1-1/2" DOMESTIC

WATER LINE, TYP.

EXISTING UNDERGROUND

ELECTRIC LINE, TYP.

EXISTING CHAIN LINK

PERIMETER FENCE, TYP.

EXISTING 24" PVC STORM

SEWER LINE, TYP.

EXISTING CURB INLET,

TYP.

EXISTING 18" CONCRETE

STORM SEWER LINE, TYP.

EXISTING DECORATIVE

PERIMETER FENCE, TYP.

EXISTING RETAINING

WALL, TYP.

EXISTING PROPERTY LINE,

TYP.

EXISTING VISITOR

PARKING, TYP.

EXISTING 8" PVC UNDER

DRAIN, TYP.

EXISTING 8" PVC UNDER

DRAIN, TYP.

EXISTING 18" PVC STORM

SEWER LINE, TYP.

EXISTING 18" CONCRETE

STORM SEWER LINE, TYP.

EXISTING FLAGPOLE

SLEEVE, TYP.

EXISTING GRANITE

SECTION MARKER TYP.

EXISTING FLOWER

WATERING STATION, TYP.

EXISTING STORM

OUTFALL TO

ROADSIDE CONCRETE

GUTTER SYSTEM, TYP.

FORMER COMMITTAL

SERVICE SHELTER

LOCATION

EXISTING ASPHALT

ROADWAY, TYP.

EXISTING CONCRETE ROLLED

CURB AND GUTTER, TYP.

EXISTING 2" IRRIGATION

MAIN LINE, TYP.

SEE NOTE 3 ON SURVEY

INFORMATION AROUND

RETAINING WALL

W W

APPROXIMATE LOCATION OF EXISTING

UNDERGROUND FIBER OPTIC CABLE, TYP.

EXISTING P.O.W./M.I.A.

FLAG, TYP.

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

ADAMS COUNTY, MISSISSIPPI

866CM3030

MARCH 7, 2023 Dwg. of

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

NATCHEZ NATIONAL CEMETERY

BURIAL EXPANSION PROJECT

Fil e P ath

J-2

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6C M3

V-

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D-

The LA Group

(518) 587-8100

AQUA ENGINEERING

(970) 229-9668

AES Group

(303) 841-3922

CB DESIGN GROUP

(888) 585-2234 INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

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

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

GRITY FEDERA

SERV I CES

Scope Revision & Clarification 6/7/2024

EXISTING CONDITIONS PLAN -

WEST

V-102

10 5 10 15 2020 0

Scale: 1" = 20'

EXISTING WATER LINE

PROPERTY LINE

EXISTING UNDERGROUND ELECTRIC

EXISTING SANITARY SEWER LINESAN

EXISTING STORM SEWER LINESTRM

EXISTING TELECOM LINET

EXISTING GAS LINE

E/U

EXISTING CHAIN LINK PERIMETER FENCEx x x x x

EXISTING DECORATIVE PERIMETER FENCE

EXISTING HANDRAIL

EXISTING UNDER DRAIN LINEUD

NOTES

1. SEE V-101 FOR EXISTING CONDITIONS AT THE HISTORIC

CEMETERY PROPERTY (EAST SIDE OF CEMETERY ROAD).

2. EXISTING CONDITIONS ILLUSTRATED COMPILED FROM

.DWG NATCHEZ NATIONAL CEMETERY BURIAL EXPANSION

SURVEY PERFORMED BY PRAIRIE ENGINEERS (DECEMBER

2022), .DWG PHASE II BURIAL EXPANSION

AS-CONSTRUCTED DRAWINGS (FEB 2006), AND .PDF 95%

BLUFF STABILIZATION DRAWING (JUN 2018) PROVIDED BY

THE VA.

3. NATCHEZ NATIONAL CEMETERY BURIAL EXPANSION

SURVEY PERFORMED BY PRAIRIE ENGINEERS (DECEMBER

2022) WAS COMPLETED WHILE THE BLUFF STABILIZATION

PROJECT WAS STILL UNDER CONSTRUCTION. THE

SURVEYORS THEREFOR DID NOT HAVE ACCESS TO THE

AREA SURROUNDING THE WESTERN RETAINING WALL.

EXISTING CONDITIONS INFORMATION IN THIS AREA IS

COMPILED FROM THE OTHER DOCUMENTS INDICATED IN

NOTE 2.

4. THE LOCATIONS OF ALL UNDERGROUND UTILITIES SHOWN

ON THIS PLAN ARE DIAGRAMMATIC ONLY. THE ABSENCE OF

ANY UTILITY ITEMS DEPICTED IN THIS DRAWING DOES NOT

INDICATE THAT THEY DO NOT EXIST.

5. THE GENERAL CONTRACTOR SHALL VERIFY ALL SITE

CONDITIONS IN THE FIELD AND REPORT ANY

DISCREPANCY BETWEEN THE PLANS AND THE ACTUAL

FIELD CONDITIONS TO THE CONTRACTING OFFICER'S

REPRESENTATIVE (COR).

EXISTING IRRIGATION MAIN LINE

LEGEND

KEY MAP

NATCHEZ

NATIONAL

CEMETERY

(WEST)

MARBLESTONE ROAD

NATCHEZ

NATIONAL

CEMETERY

(EAST)

EXISTING FIBER OPTIC CABLEFO

CEM

ETERY RO

EXISTING

P.I.C. / PUBLIC RESTROOMS /

MAINTENANCE BUILDING

EXISTING BURIAL SECTION 'S' -

PRE-PLACED CRYPTS TO REMAIN

EXISTING BURIAL SECTION 'T' -

PRE-PLACED CRYPTS TO REMAIN

EXISTING BURIAL

SECTION 'U' -

PRE-PLACED

CRYPTS TO

REMAIN

EXISTING BURIAL SECTION 'V' -

PRE-PLACED CRYPTS TO REMAIN

EXISTING BURIAL SECTION 'W' -

IN-GROUND CREMAINS TO REMAIN

EXISTING PROPERTY LINE,

TYP.

SEQUENCE 2: INSTALL

TEMPORARY

CONSTRUCTION FENCE TO

PROTECT EXISTING

HEADSTONES AND

PROVIDE A VISUAL

BARRIER BETWEEN

PUBLICLY ACCESSIBLE

AREAS AND

CONSTRUCTION AREAS;

CONTRACTOR TO

MAINTAIN VISITATION

ACCESS TO EXISTING

BURIAL AREAS

THROUGHOUT THE

DURATION OF THE

PROJECT

SEQUENCE 1 & 2: CONTRACTOR

SHALL MAINTAIN PEDESTRIAN

ACCESS TO THE PUBLIC

RESTROOMS AND

MAINTENANCE BUILDING AT

ALL TIMES DURING CEMETERY

OPERATION

SEQUENCE 1 & 2: CONTRACTOR

SHALL MAINTAIN PEDESTRIAN

AND VEHICULAR ACCESS FOR

STAFF TO THE MAINTENANCE

YARD AT ALL TIMES DURING

CEMETERY OPERATION

SEQUENCE 1: IT IS

ASSUMED THAT LAWN HAS

BEEN ESTABLISHED IN THE

AREA WEST OF THE

EXISTING ROADWAY AS

PART OF THE PREVIOUSLY

COMPLETED ARMY CORP

SLOPE STABILIZATION

PROJECT

NATCHEZ

NATIONAL

CEMETERY

(WEST)

ENTRANCE

NATCHEZ

NATIONAL

CEMETERY

(EAST)

ENTRANCE

EXISTING BURIAL SECTION 'R' -

TRADITIONAL CASKET BURIALS

18.00'

26.00'

6.00'

SEQUENCE 1: EXISTING

ROADWAY AND CONC.

SIDEWALK TO REMAIN IN

SEQUENCE 1

SEQUENCE 1: TEMPORARY

COMMITTAL SERVICE

SHELTER RELOCATED

FROM THE EAST SIDE OF

THE CEMETERY; PROVIDE

TEMPORARY CONC.

FOUNDATIONS AND

TEMPORARY ASPHALT PAD

& PATH; ACTUAL LOCATION

TO BE COORDINATED

WITH THE COR/CEMETERY

SEQUENCE 1: APPROX.

SEQUENCE 1 BOUNDARY

SEQUENCE 1: EXISTING

ROADWAY TO REMAIN IN

SEQUENCE 1

SEQUENCE 2: APPROXIMATE

LIMIT OF DEVELOPMENT; SEE

SUBSEQUENT PLANS

ASSOCIATED WITH THE WEST

SIDE OF THE CEMETERY

HEREIN FOR SEQUENCE 2

WORK

SEQUENCE 2: INSTALL TEMPORARY

CONSTRUCTION FENCE TO

PROTECT EXISTING HEADSTONES

AND PROVIDE A VISUAL BARRIER

BETWEEN PUBLICLY ACCESSIBLE

AREAS AND CONSTRUCTION

AREAS; CONTRACTOR TO MAINTAIN

VISITATION ACCESS TO EXISTING

BURIAL AREAS THROUGHOUT THE

DURATION OF THE PROJECT

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

ADAMS COUNTY, MISSISSIPPI

866CM3030

MARCH 7, 2023 Dwg. of

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

NATCHEZ NATIONAL CEMETERY

BURIAL EXPANSION PROJECT

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J-2

2\2

\20

\86

6C M3

-P

N- 1.D

W G

The LA Group

(518) 587-8100

AQUA ENGINEERING

(970) 229-9668

AES Group

(303) 841-3922

CB DESIGN GROUP

(888) 585-2234 INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

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

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

GRITY FEDERA

SERV I CES

Scope Revision & Clarification 6/7/2024

SEQUENCING PLAN - WEST

GC001

10 5 10 15 2020 0

Scale: 1" = 20'

LEGEND

PROPERTY LINE

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR250

LIMIT OF DEVELOPMENT LINE

KEY MAP

NATCHEZ

NATIONAL

CEMETERY

(WEST)

MARBLESTONE ROAD

NATCHEZ

NATIONAL

CEMETERY

(EAST)

CONSTRUCTION SEQUENCING NOTES

THE CONTRACTOR SHALL PERFORM WORK AS DEEMED APPROPRIATE FOR ACHIEVING ACCEPTANCE AND

TURNOVER OF THE PROJECT WORK AS FULLY FUNCTIONAL.

1. CONTRACTOR SHALL FURNISH, INSTALL AND MAINTAIN NECESSARY TEMPORARY FACILITIES TO MAINTAIN

CEMETERY SERVICE AND OPERATIONS THROUGHOUT THE DURATION OF THE PROJECT, AND TO

PROPERLY PROTECT WORK, EQUIPMENT, PERSONS AND PROPERTY FROM DAMAGE.

3. CONTRACTOR SHALL FURNISH, INSTALL AND MAINTAIN NECESSARY TRAFFIC CONTROL DEVICES, DRUMS DELINEATORS, SIGNS, FENCES AND BARRICADES IN ACCORDANCE WITH THE LATEST NATIONAL MUTCD

EDITION TO PROPERLY PROTECT WORK, EQUIPMENT, PERSONS AND PROPERTY FROM DAMAGE.

4. VISITOR AND STAFF ACCESS TO PUBLIC RESTROOMS AND MAINTENANCE FACILITY SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION UNLESS SPECIFICALLY COORDINATED AND APPROVED BY THE COR. ANY DISRUPTIONS TO ACCESS SHALL BE MINIMIZED TO THE GREATEST EXTENT FEASIBLE.

5. THIS PROJECT SHALL BE COMPLETED IN TWO SEQUENCES OF CONSTRUCTION REFEREED TO AS SEQUENCE 1 AND SEQUENCE 2. SEQUENCE 2 WORK CAN ONLY BEGIN AFTER SEQUENCE 1 WORK IS

COMPLETED AND ACCEPTED.

6. AT LEAST ONE FLOWER WATERING STATION SHALL BE OPERATIONAL AND ACCESSIBLE TO THE PUBLIC

DURING CONSTRUCTION.

7. SEQUENCE 1:

7.1. INSTALL TEMPORARY CONCRETE FOUNDATIONS AND ASPHALT WALK/PAD IN PREPARATION FOR

ERECTION OF THE TEMPORARY COMMITTAL SERVICE SHELTER. TEMPORARY COMMITTAL SERVICE

SHELTER LOCATION TO BE COORDINATED IN THE FIELD WITH THE COR/CEMETERY.

7.2. DISASSEMBLE THE EXISTING COMMITTAL SERVICE SHELTER ON THE EAST SIDE OF THE CEMETERY, AND REASSEMBLE AT THE TEMPORARY LOCATION PREPARED ON THE WEST SIDE OF THE

CEMETERY. THE CONTRACTOR SHALL COORDINATE WITH THE COR/CEMETERY AND MINIMIZE THE

TIME THE SHELTER IS NOT FUNCTIONAL.

7.3. COMPLETE THE SCOPE OF WORK INCLUDED IN THE DEMOLITION AND ROAD PROJECT IN ITS

ENTIRETY (866CM3029).

7.4. COMPLETE THE SCOPE OF WORK ASSOCIATED WITH THE CONSTRUCTION OF THE NEW COMMITTAL SERVICE SHELTER ON THE EAST SIDE OF THE CEMETERY AND ASSOCIATED ITEMS INCLUDED IN THE

BURIAL EXPANSION PROJECT (866CM3030).

7.5. ALL WORK ASSOCIATED WITH IMPROVEMENTS TO THE EAST SIDE OF THE CEMETERY AS OUTLINED ABOVE SHALL BE COMPLETED AND TURNED OVER TO THE VA PRIOR TO COMMENCING SEQUENCE 2

WORK ACTIVITIES.

8. SEQUENCE 2:

8.1. ONCE SEQUENCE 1 HAS BEEN COMPLETED AND ALL WORK ASSOCIATED WITH THE EAST SIDE OF

THE CEMETERY HAS BEEN ACCEPTED BY THE VA, COMMENCE WITH SEQUENCE 2 ACTIVITIES.

8.2. DEMOLISH, REMOVE AND DISPOSE OF TEMPORARY COMMITTAL SERVICE SHELTER ESTABLISHED IN

SEQUENCE 1, INCLUDING TEMPORARY ASPHALT PAD AND CONCRETE FOUNDATIONS.

8.3. COMPLETE THE REMAINING SCOPE OF WORK ASSOCIATED WITH THE BURIAL EXPANSION PROJECT

(866CM3030) ON THE WEST SIDE OF THE CEMETERY.

8.4. COORDINATE WITH THE COR/CEMETERY AND SEQUENCE WORK ACTIVITIES TO ENSURE

CONTINUOUS ACCESS OF STAFF AND VISITORS TO THE EXISTING BURIAL AREAS, PUBLIC

RESTROOMS AND MAINTENANCE FACILITIES.

GENERAL NOTES

1. THIS PLAN IS NOT MEANT TO BE AN ALL-INCLUSIVE DESCRIPTION OF THE WORK SEQUENCES REQUIRED

FOR THIS PROJECT. THIS DRAWING SHOULD BE USED AS A GENERAL REFERENCE FOR MAJOR

CONSTRUCTION SEQUENCING ACTIVITIES ONLY.

2. ALL CONSTRUCTION ACTIVITIES SHALL BE CAREFULLY COORDINATED WITH THE CEMETERY DIRECTOR AND DESIGNATED STAFF, THROUGH THE CONTRACTING OFFICER'S REPRESENTATIVE (COR), TO MINIMIZE

IMPACTS TO OPERATION OF THE CEMETERY.

3. THE APPROXIMATE LIMITS OF DEVELOPMENT SHOWN HEREIN ARE NOT MEANT TO BE AN ALL-INCLUSIVE BOUNDARY FOR WORK TO BE COMPLETED. THE LIMITS SHOWN REPRESENT AREAS WHICH REQUIRE SIGNIFICANT WORK. WORK ACTIVITY WILL EXTEND BEYOND THE LIMITS OF DEVELOPMENT TO INCLUDE STAGING/LAYDOWN AREAS, IRRIGATION WORK, AND/OR AREAS OF WORK THAT MAY NOT RESULT IN LAND DISTURBANCE. ALL AREAS DISTURBED OUTSIDE OF THE LIMIT OF DEVELOPMENT LINE SHALL BE

RESTORED TO THEIR PREVIOUS CONDITION.

4. CONTRACTOR SHALL PREPARE AND SUBMIT A CONSTRUCTION DETAILED SEQUENCE PLAN FOR REVIEW

AND APPROVAL BY THE COR PRIOR TO COMMENCING WORK.

PRE-CONSTRUCTION NOTES

BEFORE GENERAL CONSTRUCTION ACTIVITIES COMMENCE, THE CONTRACTOR SHALL:

1. RETAIN AN UNDERGROUND LOCATOR SERVICE LOCATE AND IDENTIFY EXISTING ON-SITE BELOW GRADE

IMPROVEMENTS WITHIN AND ADJOINING THE WORK AREAS. THE CONTRACTOR SHALL WALK THE WORK AREAS WITH THE COR AND ADJUST THE LOCATIONS OF NEW WORK AS REQUIRED TO AVOID CONFLICTS, DAMAGE OR UNINTENDED INTERRUPTIONS OF SERVICES BEING PROVIDED BY EXISTING UTILITIES.

2. INSTALL EROSION AND SEDIMENTATION CONTROL FACILITIES FOR WORK AREA(S) WHERE WORK WILL BE

STARTED.

3. INSTALL TEMPORARY CONSTRUCTION / PROTECTION FENCE WHERE INDICATED ON THE PLANS. ADJUST TEMPORARY FENCE LOCATIONS AS NECESSARY TO MAINTAIN HEADSTONE PROTECTION AND A VISUAL

BARRIER BETWEEN WORK AREAS AND PUBLICLY ACCESSIBLE AREAS.

4. CONSTRUCTION FENCING SHALL BE 6'-HT. AND PROVIDED WITH MATERIALS TO PRODUCE A VISUAL BARRIER TO THE PUBLIC FROM THE ADJOINING CEMETERY INTO THE CONTRACTOR WORK AREAS. THE VISUAL BARRIER SHALL ALLOW FOR THE WIND TO PASS THROUGH WITHOUT CAUSING THE FENCE TO BEND OR FALL OVER. FASTEN FENCE FABRIC TO TERMINAL POSTS WITH TENSION BANDS AND TO LINE POSTS AND TOP AND BOTTOM RAILS WITH TIE WIRES SPACED AT MAXIMUM 15-INCHES. BOTTOM OF

FENCES SHALL EXTEND TO 1-INCH ABOVE GRADE. PROVIDE SUBMITTALS FOR THE PROPOSED

CONSTRUCTION FENCE SYSTEM FOR REVIEW AND APPROVAL BY THE COR. CONSTRUCTION FENCING

NOT TO BE REMOVED PRIOR TO COR APPROVAL.

TEMPORARY PROTECTION FENCE

APPROXIMATE SEQUENCE 1

BOUNDARY

SILT FENCE, TYP.

LIMIT OF DEVELOPMENT

LINE, TYP.

SEE COMMITTAL SERVICE

SHELTER SLAB ENLARGEMENT,

THIS SHEET

CONCRETE WASHOUT

E/U

LIMIT OF DEVELOPMENT

LINE, TYP.

SILT FENCE, TYP.

CONCRETE

WASHOUT

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

ADAMS COUNTY, MISSISSIPPI

866CM3030

MARCH 7, 2023 Dwg. of

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

NATCHEZ NATIONAL CEMETERY

BURIAL EXPANSION PROJECT

Fil e P ath

J-2

2\2

\20

\86

6C M3

1_ E&

W G

The LA Group

(518) 587-8100

AQUA ENGINEERING

(970) 229-9668

AES Group

(303) 841-3922

CB DESIGN GROUP

(888) 585-2234 INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

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

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

GRITY FEDERA

SERV I CES

Scope Revision & Clarification 6/7/2024

EROSION AND SEDIMENT

CONTROL PLAN - EAST

GC101

10 5 10 15 2020 0

Scale: 1" = 20'

KEY MAP

NATCHEZ

NATIONAL

CEMETERY

(WEST)

MARBLESTONE ROAD

NATCHEZ

NATIONAL

CEMETERY

(EAST)

1" = 5'

COMMITTAL SERVICE SHELTER SLAB ENLARGEMENT1

LEGEND

LIMIT OF DEVELOPMENT LINE

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR250

SILT FENCE

EROSION & SEDIMENT CONTROL NOTES

1. ALL APPLICABLE EROSION AND SEDIMENT CONTROL PRACTICES

SHALL BE IN PLACE PRIOR TO ANY GRADING OPERATION AND/OR

INSTALLATION OF PROPOSED STRUCTURES OR UTILITIES.

2. SOIL EROSION AND SEDIMENT CONTROL PRACTICES ON THIS

PLAN SHALL BE CONSTRUCTED IN ACCORDANCE WITH

MISSISSIPPI STATE STANDARDS FOR EROSION AND SEDIMENT

CONTROL REQUIREMENTS.

3. APPLICABLE EROSION AND SEDIMENT CONTROL PRACTICES

SHALL BE LEFT IN PLACE UNTIL CONSTRUCTION IS COMPLETED

AND/OR THE AREA IS STABILIZED.

4. THE CONTRACTOR SHALL PERFORM ALL WORK, FURNISH ALL

MATERIALS AND INSTALL ALL MEASURES REQUIRED TO

REASONABLY CONTROL SOIL EROSION RESULTING FROM

CONSTRUCTION OPERATIONS AND PREVENT EXCESSIVE FLOW

OF SEDIMENT FROM THE CONSTRUCTION SITE.

5. EROSION AND SEDIMENT CONTROL PRACTICES DEPICTED ON

THE PLANS ARE A MINIMUM TO CONTAIN SEDIMENT AND

PREVENT EROSION FROM AFFECTING AREAS OUTSIDE THE

LIMITS OF CONSTRUCTION. ADDITIONAL CONTROL MEASURES

MAY BE DEEMED NECESSARY BY THE CONTRACTING OFFICER'S

REPRESENTATIVE (COR) AND SHALL BE CONSTRUCTED BY THE

CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.

6. THE SITE SHALL AT ALL TIMES BE GRADED AND MAINTAINED

SUCH THAT ALL STORMWATER RUNOFF IS DIVERTED TO SOIL

EROSION AND SEDIMENT CONTROL FACILITIES.

7. ALL SEDIMENTATION STRUCTURES SHALL BE INSPECTED AND

MAINTAINED ON A REGULAR BASIS AND AFTER EVERY STORM

EVENT.

8. A CRUSHED STONE, TIRE CLEANING PAD SHALL BE INSTALLED

WHEREVER A CONSTRUCTION ACCESS EXISTS. THE STABILIZED

PAD WILL BE INSTALLED ACCORDING TO THE STANDARD FOR

STABILIZED CONSTRUCTION ACCESS.

9. PAVED AREAS MUST BE KEPT CLEAN AT ALL TIMES.

10. ALL CATCH BASIN INLETS SHALL BE PROTECTED WHERE

REQUIRED.

11. ALL STORM DRAINAGE OUTLETS SHALL BE STABILIZED, AS

REQUIRED, BEFORE THE DISCHARGE POINTS BECOME

OPERATIONAL.

DBH CML

STRM

SAN

M S

STRM

SAN

EXISTING

P.I.C. / PUBLIC RESTROOMS

/ MAINTENANCE BUILDING

CONCRETE WASHOUT

SILT FENCE, TYP.

STABILIZED CONSTRUCTION

ENTRANCE - SEQUENCE 2

INLET PROTECTION IN AREA

DRAINS ONCE INSTALLED, TYP.LIMIT OF

DEVELOPMENT

LINE, TYP.

SILT FENCE, TYP.

INLET PROTECTION, TYP.

EXISTING BURIAL SECTION 'S' -

PRE-PLACED CRYPTS TO REMAIN

EXISTING BURIAL SECTION 'T' -

PRE-PLACED CRYPTS TO REMAIN

EXISTING BURIAL

SECTION 'U' -

PRE-PLACED

CRYPTS TO

REMAIN

EXISTING BURIAL SECTION 'V' -

PRE-PLACED CRYPTS TO REMAIN

EXISTING BURIAL SECTION 'W' -

IN-GROUND CREMAINS TO REMAIN

EXISTING BURIAL SECTION 'R' -

TRADITIONAL CASKET BURIALS

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

ADAMS COUNTY, MISSISSIPPI

866CM3030

MARCH 7, 2023 Dwg. of

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

NATCHEZ NATIONAL CEMETERY

BURIAL EXPANSION PROJECT

Fil e P ath

J-2

2\2

\20

\86

6C M3

1_ E&

W G

The LA Group

(518) 587-8100

AQUA ENGINEERING

(970) 229-9668

AES Group

(303) 841-3922

CB DESIGN GROUP

(888) 585-2234 INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

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

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

GRITY FEDERA

SERV I CES

Scope Revision & Clarification 6/7/2024

EROSION AND SEDIMENT

CONTROL PLAN - WEST

GC102

10 5 10 15 2020 0

Scale: 1" = 20'

KEY MAP

NATCHEZ

NATIONAL

CEMETERY

(WEST)

MARBLESTONE ROAD

NATCHEZ

NATIONAL

CEMETERY

(EAST)

EROSION & SEDIMENT CONTROL NOTES

1. EROSION & SEDIMENT CONTROL NOTES ON SHEET GC101.

LEGEND

LIMIT OF DEVELOPMENT LINE

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR250

SILT FENCE

INLET PROTECTION

CONSTRUCTION SPECIFICATIONS

BURIED FABRICDROP INLET WITH GATE

2"X4" WOOD FRAME

GATHER EXCESS AT

CORNERS

FRAME

FABRIC

STAKE

3' M

1' M

1. FILTER FABRIC SHALL HAVE AN EOS OF 40-85. BURLAP MAY BE USED FOR SHORT TERM APPLICATIONS.

2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. IF JOINTS ARE NEEDED THEY WILL BE OVERLAPPED TO

THE NEXT STAKE.

3. STAKE MATERIALS WILL BE STANDARD 2" x 4" WOOD OR EQUIVALENT METAL WITH A MINIMUM LENGTH OF 3 FEET.

4. SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A MINIMUM 18 INCHES DEEP. SPANS GREATER THAN

3 FEET MAY BE BRIDGED WITH THE USE OF WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT.

5. FABRIC SHALL BE EMBEDDED 1 FOOT MINIMUM BELOW GROUND AND BACKFILLED. IT SHALL BE SECURELY FASTENED

TO THE STAKES AND FRAME

6. A 2" x 4" WOOD FRAME SHALL BE COMPLETED AROUND THE CREST OF THE FABRIC FOR OVER FLOW STABILITY.

MAXIMUM DRAINAGE AREA 1 ACRE

PERSPECTIVE VIEW

FLOW

" M

48" MIN. FENCE POST

SILT FENCE

FILTER

FABRIC

2' O

H T.

10' MAX. ℄ TO ℄

48' MIN., 1.3 LB/FT STEEL POST DRIVEN

MIN. 18" INTO GROUND

" A

6" B

W G

SILT FENCE FILTER FABRIC; FASTENED

SECURELY TO FENCE POSTS W/ STAPLES

FLOW 18

SECTION

FLOW

CONSTRUCTION SPECIFICATIONS:

1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. POSTS SHALL BE STEEL

EITHER "T" OR "U" TYPE.

2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID

SECTION. FENCE SHALL BE WOVEN WIRE 6' MAXIMUM MESH OPENING.

3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED.

4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE.

MIN.EMBED FILTER CLOTH 6"

MIN INTO GROUND

6" DEEP COARSE AGGREGATE, GRADATION NO. 1

WITH FILTER FABRIC, CLASS II

1. ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED BENEATH ENTRANCE. IF IMPRACTICAL, A MOUNTABLE DIVERSION BERM PREVENTING RUNOFF ONTO ADJACENT ROAD

SHALL BE PERMITTED.

2. ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY, ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC

RIGHTS-OF-WAY SHALL BE REMOVED IMMEDIATELY.

3. ALL VEHICLE WASHING SHALL BE DONE IN A STONE STABILIZED AREA WHICH DRAINS INTO AN APPROVED

SEDIMENT TRAPPING DEVICE.

CONSTRUCTION SPECIFICATIONS

50' MINIMUM

EXISTING

ROADWAY

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

ADAMS COUNTY, MISSISSIPPI

866CM3030

MARCH 7, 2023 Dwg. of

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

NATCHEZ NATIONAL CEMETERY

BURIAL EXPANSION PROJECT

Fil e P ath

J-2

2\2

\20

\86

6C M3

1_ E&

-D

The LA Group

(518) 587-8100

AQUA ENGINEERING

(970) 229-9668

AES Group

(303) 841-3922

CB DESIGN GROUP

(888) 585-2234 INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

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

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

GRITY FEDERA

SERV I CES

Scope Revision & Clarification 6/7/2024

EROSION AND SEDIMENT

CONTROL DETAILS

GC501

Scale: NTS

INLET PROTECTION3

STRAWBALES STAKED INTO

GROUND

NOTE:

1. WASHOUTS SHALL BE PLACED IN ACCORDANCE WITH THE PLANS OR AS DIRECTED BY THE RESIDENT ENGINEER.

2. LOCATE 50' FROM STORM DRAINS, OPEN DITCHES, WATER BODIES AND WETLANDS.

3. PRE-FABRICATED STRUCTURES MAY BE USED IF APPROVED BY RESIDENT ENGINEER.

4. CONTRACTOR SHALL SIZE TO CONTAIN ALL LIQUID & CONCRETE GENERATED BY WASHOUT OPERATIONS

5. INSPECT ON A REGULAR BASIS FOR SIGNS OF DAMAGE OR LEAKS & MAKE NECESSARY REPAIRS.

6. CLEAN, OR CONSTRUCT NEW FACILITY WHEN WASHOULD BECOMES 75% FULL

7. WHEN FACILITIES ARE NO LONGER NEEDED, REMOVE HARDENED CONCRETE SLURRY & WASHOUT MATERIALS & LEGALLY

DISPOSE OF OFF SITE OR RECYCLE.

10 MIL PLASTIC

LINING

WOOD OR METAL STAKES (2

PER BALE)

STRAW BALE

10 MIL PLASTIC

LINING

SECURELY FASTEN LINER TO

BALES AND/OR OTHER

APPROVED METHOD

EMBED BALES 6" INTO GRADE

FINISHED GRADE

8' (MIN.)

8' (M

2' (M

Scale: NTS

STABILIZED CONSTRUCTION ENTRANCE1

Scale: NTS

SILT FENCE2

Scale: NTS

CONCRETE WASHOUT4

M S

STRM

Trash Recepticle w/ Water Hydrant

Flagpole

SAN

Sec T

Sec S

Sec R

Sec R Sec W

Sec W

Sec U

Sec V

Sec U

Grid Mon

Grid Mon Grid Mon

Grid Mon

Grid Mon Grid Mon

Grid Mon

ICV

ICVICV

ICV

Side Walk

Side W alk

5" TREE

Headstone

Headstone Headstone

Headstone

Headstone Headstone

Headstone

Headstone Headstone

Headstone

M S

STRM

Trash Recepticle w/ Water Hydrant

Flagpole

SAN

Sec T

Sec S

Sec R

Sec R Sec W

Sec W

Sec U

Sec V

Sec U

Grid Mon

Grid Mon Grid Mon

Grid Mon

Grid Mon Grid Mon

Grid Mon

ICV

ICVICV

ICV

Side Walk

Side W alk

5" TREE

Headstone

Headst…

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File details come from the government source that posted it. Updated Jul 3, 2024.