S02_Attachment 3_866CM3029_NNC_Demo-Road-Drawings.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

ADAMS COUNTY, MISSISSIPPI

866CM3029

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

DEMOLITION AND ROAD PROJECTAES Group

(303) 841-3922

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CB DESIGN GROUP

(888) 585-2234

The LA Group

(518) 587-8100 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

IN

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GRITY FEDERA

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SERV I CES

Scope Revision & Clarification 6/7/2024

COVER SHEET

GI001

DEPARTMENT OF

VETERANS AFFAIRS

ADAMS COUNTY

NATCHEZ, MISSISSIPPI

DEMOLITION & ROAD PROJECT

PROJECT NUMBER: 866CM3029

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

SITE/CIVIL

4. GC101 EROSION AND SEDIMENT CONTROL PLAN

5. GC501 EROSION AND SEDIMENT CONTROL DETAILS

6. CD101 DEMOLITION PLAN

7. CP101 ROADWAY GEOMETRY PLAN

8. CP201 ROADWAY PROFILE

9. CP501 PAVING DETAILS - 1

10. CP502 PAVING DETAILS - 2

11. CS101 SITE PLAN

12. CG101 GRADING PLAN

13. CI510 SIGNAGE AND SITE FURNISHINGS DETAILS - 1

14. CI511 SIGNAGE AND SITE FURNISHINGS DETAILS - 2

ARCHITECTURAL

15. GC200 ARCHITECTURAL EXISTING CONDITIONS PLANS - 1

16. GC201 ARCHITECTURAL EXISTING CONDITIONS PLANS - 2

17. AD100 ARCHITECTURAL DEMOLITION PLANS

ELECTRICAL

18. EI001 ELECTRICAL GENERAL NOTES

19. EP101 ELECTRICAL POWER PLAN

NO. DRAWING DRAWING TITLE

Know what's below.

before you dig.Call

R

NATCHEZ NATIONAL CEMETERY

NORTH

NORTH

SITE

TENNESSEE

ALABAMA

LOUISANA

ARKANSAS

MARBLESTONE ROAD

CE

ME

TE

RY

R

OA

D

NATCHEZ NATIONAL

CEMETERY (EAST)

NATCHEZ NATIONAL

CEMETERY (WEST)

DLM JDS

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

ADAMS COUNTY, MISSISSIPPI

866CM3029

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

DEMOLITION AND ROAD PROJECTAES Group

(303) 841-3922

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CB DESIGN GROUP

(888) 585-2234

The LA Group

(518) 587-8100 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

IN

TE

GRITY FEDERA

L

SERV I CES

Scope Revision & Clarification 6/7/2024

GENERAL NOTES, SYMBOLS AND

ABBREVIATIONS

GI002

ABBREVIATIONS:

A AREA OR ARC

AC ACRE

AD AREA DRAIN

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

LOD LIMIT OF DEVELOPMENT

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 DEMOLITION AND ROAD PROJECT INCLUDES, BUT IS NOT LIMITED TO, DEMOLITION OF EXISTING

MAINTENANCE BUILDING AND COVERED MATERIALS STORAGE STRUCTURE, ASPHALT AND CONCRETE PAVEMENT AND SUBBASE MATERIALS, AND EXISTING UTILITIES, AND CONSTRUCTION OF NEW AND ASSOCIATED SITE 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. 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.

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. 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. THE DESIGN TEAM 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.

COCO

CO

CO

GM

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)

BR

IC

K W

AL

L (

HE

IG

HT

VA

RI

ES

WROUGHT IRON

GATE

CONC. PAD/ TRASH CAN

BRICK SLAB

MAIN

TE

NA

NC

E B

UIL

DIN

G

ST

ORA

GE

SH

ED

CO

NC

RE

TE

RE

TA

IN

IN

G

WAL

L

GRAVE LOCATOR

BRICK BUILDING

COMMITTAL

SHELTER 2

CRUSHED LIMESTONE

BURIAL SECTION LIMITS

BURIAL SECTION LIMITS

WOODEN GUIDERAIL

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SAN

SAN

SAN

SA

N

SA

N

SA

N

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W W

W W

W W

W

W

W

W

W

W

W

W

W

W

W

W

W

W W

W

W W

W

W

W

W

W

W

W

W

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GA

S

GA

S

GA

S

GA

S

GA

S

GA

S

GA

S

GA

S

GA

S

GA

S

GA

S

GA

S

GA

S

GA

S

E/U

E/U

E/U

E/U

E/U

E/U

E/U

E/U

E/U

E/U

E/U

E/U

E/U E/U

E/U E/U

E/U E/U

E/U E/U

E/U E/U

E/U E/U

E/U E/U E/U

E/U

E/U

E/U

E/U

E/U

E/ U

E/ U

E/ U

E/ U

E/U

E/U

E/U

EXISTING

SANITARY SEWER

MANHOLE, TYP.

ST

ST

E/ U

ST

ST

ELECTRICAL PANEL

MOUNTED TO BRICK

COLUMN

8" SANITARY

SEWER LINE

6" SANITARY

SEWER LINE

2" GAS LINE,

TYP.

6" SANITARY

SEWER LINE

2" FORCE MAIN

SANITARY SEWER LINE

2" GAS LINE,

TYP.

2" GAS LINE,

TYP.

GAS METER,

TYP.

2" FORCE MAIN

SANITARY SEWER LINE

2" FORCE MAIN

SANITARY SEWER LINE

UNDERGROUND

ELECTRIC SERVICE, TYP.

UNDERGROUND

ELECTRIC SERVICE, TYP.

6" WATER

LINE, TYP.

UNDERGROUND

ELECTRIC SERVICE, TYP.

6" WATER

LINE, TYP.

6" WATER

LINE, TYP.

SANITARY SEWER

MANHOLE

SANITARY SEWER

MANHOLE

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

ADAMS COUNTY, MISSISSIPPI

866CM3029

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

DEMOLITION AND ROAD PROJECTAES Group

(303) 841-3922

Fil e P ath

G:

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AN

S.

DW

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CB DESIGN GROUP

(888) 585-2234

The LA Group

(518) 587-8100 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

IN

TE

GRITY FEDERA

L

SERV I CES

Scope Revision & Clarification 6/7/2024

EXISTING CONDITIONS PLAN -

EAST

V-101

10 5 10 15 2020 0

Scale: 1" = 20'

LEGEND

EXISTING WATER LINE

PROPERTY LINE

EXISTING UNDERGROUND ELECTRIC

EXISTING SANITARY SEWER LINESAN

EXISTING STORM SEWER LINEST

EXISTING TELECOM LINET

EXISTING GAS LINE

W

E/U

EXISTING CHAIN LINK PERIMETER FENCEx x x x x

EXISTING DECORATIVE PERIMETER FENCE

EXISTING HANDRAIL

EXISTING STORM SEWER LINEUD

NOTES

1. EXISTING CONDITIONS ILLUSTRATED 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).

2. 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.

3. 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).

4. SEE SHEET GC200 FOR ADDITIONAL INFORMATION

REGARDING EXISTING STRUCTURES.

KEY MAP

NATCHEZ

NATIONAL

CEMETERY

(WEST)

MARBLESTONE ROAD

CE

M

ET

ER

Y

RO

AD

NATCHEZ

NATIONAL

CEMETERY

(EAST)

EXISTING SANITARY SEWER MANHOLE

COCO

CO

CO

GM

4" PVC PIPE

INV. = 240.74'

4" PVC PIPE

INV. = 241.17'

MAIN

TE

NA

NC

E B

UIL

DIN

G

ST

ORA

GE

SH

ED

COMMITTAL

SHELTER 2

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

EXISTING CEMETERY

BRICK PERIMETER WALL

TO REMAIN AND BE

PROTECTED, TYP.

INLET PROTECTION, TYP.

SILT FENCE, TYP.

STABILIZED CONSTRUCTION

ENTRANCE; DEMO EXISTING

CONC. ROADWAY PRIOR TO

INSTALLATION; SEE SHEET

CD101

INLET PROTECTION, TYP.

INLET PROTECTION, TYP.

SILT FENCE, TYP.

LIMIT OF DEVELOPMENT,

TYP.

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

ADAMS COUNTY, MISSISSIPPI

866CM3029

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

DEMOLITION AND ROAD PROJECTAES Group

(303) 841-3922

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\86

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GC

1_ E&

SC

.D

W G

CB DESIGN GROUP

(888) 585-2234

The LA Group

(518) 587-8100 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

IN

TE

GRITY FEDERA

L

SERV I CES

Scope Revision & Clarification 6/7/2024

EROSION AND SEDIMENT

CONTROL PLAN

GC101

10 5 10 15 2020 0

Scale: 1" = 20'

KEY MAP

NATCHEZ

NATIONAL

CEMETERY

(WEST)

MARBLESTONE ROAD

CE

M

ET

ER

Y

RO

AD

NATCHEZ

NATIONAL

CEMETERY

(EAST)

LEGEND

LIMIT OF DEVELOPMENT LINE

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR250

SILT FENCE

INLET PROTECTION

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 DEPARTMENT OF ENVIRONMENTAL QUALITY

HANDBOOK FOR EROSION AND SEDIMENT CONTROL PRACTICES.

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 RESIDENT ENGINEER 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

CONSTRUCTION SPECIFICATIONS

BURIED FABRICDROP INLET WITH GATE

2"X4" WOOD FRAME

GATHER EXCESS AT

CORNERS

FRAME

FABRIC

STAKE

1.

5'

M

AX

3' M

IN

1' M

IN

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

THE NEXT STAKE.

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

3. SPACE STAKES EVENLY AROUND INLET 2 FEET APART AND DRIVE A MINIMUM 18 INCHES DEEP.

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

TO THE STAKES AND FRAME.

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

MAXIMUM DRAINAGE AREA 1 ACRE.

6. REMOVE SEDIMENT WHEN SEDIMENT HAS REACHED 1/2 THE FABRIC HEIGHT.

6" DEEP COARSE AGGREGATE, GRADATION NO. 1

WITH FILTER FABRIC, CLASS II

EXISTING

ROADWAY

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

RO

AD

W

ID

TH

PERSPECTIVE VIEW

FLOW

" M

IN

" M

IN

48" MIN. FENCE POST

SILT FENCE

FILTER

FABRIC

10' MAX. ℄ TO ℄

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

MIN. 18" INTO GROUND

" A

BO

VE

G

RA

DE

6" B

EL

O

W G

RA

DE

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.

6"

MIN.EMBED FILTER CLOTH 6"

MIN INTO GROUND

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

ADAMS COUNTY, MISSISSIPPI

866CM3029

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

DEMOLITION AND ROAD PROJECTAES Group

(303) 841-3922

Fil e P ath

G:

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\86

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DW

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CB DESIGN GROUP

(888) 585-2234

The LA Group

(518) 587-8100 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

IN

TE

GRITY FEDERA

L

SERV I CES

Scope Revision & Clarification 6/7/2024

EROSION AND SEDIMENT

CONTROL DETAILS

GC501

Scale: NTS

INLET PROTECTION3

Scale: NTS

STABILIZED CONSTRUCTION ENTRANCE1

Scale: NTS

SILT FENCE2

CO

GM

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SAN

SAN

SAN

SA

N

SA

N

SA

N

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W W

W W

W W

W

W

W

W

W

W

W

W

W

W

W

W

W

W W

W

W W

W

W

W

W

W

W

W

W

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GA

S

GA

S

GA

S

GA

S

GA

S

GA

S

GA

S

GA

S

GA

S

GA

S

GA

S

GA

S

GA

S

GA

S

E/U

E/U

E/U

E/U

E/U

E/U

E/U

E/U

E/U

E/U

E/U

E/U

E/U E/U

E/U E/U

E/U E/U

E/U E/U

E/U E/U

E/U E/U

E/U E/U E/U

E/U

E/U

E/U

E/U

E/U

E/ U

E/ U

E/ U

E/ U

E/U

E/U

E/U

E/ U

EXISTING WATER LINE TO REMAIN, TYP.;

MAINTAIN / ENSURE CONNECTION TO

THE NORTH FOLLOWING DEMOLITION

REMOVE AND DISPOSE OF EXISTING

SANITARY SEWER MANHOLE

STRUCTURE AND CLEANOUT, TYP.

REMOVE AND DISPOSE

OF EXISTING 'DO NOT

ENTER' SIGN, TYP.

SAWCUT EXISTING PAVEMENT AND

CURB FULL-DEPTH TO PROVIDE

SMOOTH AND FLUSH CONDITION TO

NEW ADJACENT PAVEMENT, TYP.

EXISTING CATCH BASIN TO

BE MODIFIED; SEE CG101

CUT EXISTING ELECTRICAL SERVICE

AND STUB BENEATH NEW PROPOSED

ROADWAY; REMOVE AND DISPOSE OF

ABANDONED LINE, TYP.; SEE SHEET

EP101 FOR ADDITIONAL INFORMATION

EXISTING GRAVE LOCATOR

BUILDING; AVOID DAMAGING

PAVEMENT OR STRUCTURE

EXISTING SHELTER STRUCTURE TO BE DISMANTLED

AND TEMPORARILY RELOCATED AS PART OF THE

BURIAL EXPANSION PROJECT (866CM3030). FOLLOWING

RELOCATION OF THE EXISTING STRUCTURE,

CONTRACTOR (866CM3029) TO REMOVE AND DISPOSE

OF FOOTINGS, FOUNDATIONS AND SLABS, TYP.; SEE

SHEET AD100 FOR ADDITIONAL INFORMATION

EXISTING CONCRETE RETAINING

WALL TO REMAIN AND BE

PROTECTED, TYP.; REMOVE AND

DISPOSE OF EXISTING CHAIN

LINK FENCE TO BE REPLACE ON

TOP OF EXISTING WALL;

PROVIDE TEMPORARY FALL

PROTECTION ALONG EXISTING

RETAINING WALL UNTIL NEW

RAILING IS INSTALLED

EXISTING U.S. FLAG

LIMIT OF DEVELOPMENT

LINE, TYP.

EXISTING CEMETERY BRICK

PERIMETER WALL TO REMAIN

AND BE PROTECTED, TYP.

REMOVE AND DISPOSE OF

EXISTING TRASH

RECEPTACLE AND CONC. PAD

FULL-DEPTH CONCRETE

PAVEMENT REMOVAL, TYP.

CUT AND CAP EXISTING GAS LINE;

REMOVE AND DISPOSE OF

ABANDONED LINE, TYP.

REMOVE EXISTING SANITARY SEWER

INLET PIPE AT EXISTING MANHOLE

STRUCTURE, FILL OPENING

REMOVE AND DISPOSE OF

EXISTING GUARDRAIL, TYP.;

INCLUDES FOOTING REMOVAL

FULL-DEPTH GRAVEL

PAVEMENT REMOVAL, TYP. REMOVE AND DISPOSE OF

EXISTING SANITARY SEWER

MANHOLE STRUCTURE, TYP.

REMOVE AND DISPOSE OF

EXISTING SANITARY SEWER

LINE, TYP.; INCLUDES

REMOVAL OF CLEANOUTS

REMOVE AND DISPOSE OF

EXISTING GAS LINE, TYP.

DEMOLISH AND DISPOSE OF

EXISTING MAINTENANCE

BUILDING; INCLUDES

REMOVAL AND DISPOSAL OF

FOOTINGS, FOUNDATIONS

AND SLABS, TYP.; SEE

SHEET AD100 FOR

ADDITIONAL INFORMATION

REMOVE AND DISPOSE OF EXISTING

MATERIALS STORAGE BUILDING; INCLUDES

REMOVAL AND DISPOSAL OF FOOTINGS,

FOUNDATIONS AND SLABS, TYP.; SEE SHEET

AD100 FOR ADDITIONAL INFORMATION

FULL-DEPTH BRICK

PAVEMENT REMOVAL, TYP.

REMOVE AND

DISPOSE OF

EXISTING GAS

METER, TYP.

REMOVE AND

DISPOSE OF

EXISTING GAS

LINE, TYP.

EXISTING

CEMETERY BRICK

PERIMETER WALL

TO REMAIN AND BE

PROTECTED, TYP.

FULL-DEPTH CONCRETE

PAVEMENT REMOVAL, TYP.

EXISTING CONCRETE STAIRS AND

RAILING TO REMAIN AND BE

PROTECTED, TYP.

REMOVE AND DISPOSE OF

EXISTING SANITARY SEWER

LINE, TYP.

REMOVE AND DISPOSE OF

EXISTING UNDERGROUND

ELECTRIC LINE, TYP.

FULL-DEPTH GRAVEL

PAVEMENT REMOVAL, TYP.

EXISTING CATCH BASIN TO

REMAIN AND BE PROTECTED

REMOVE AND DISPOSE OF ABANDONED

SANITARY SEWER LINE, TYP.

REMOVE AND DISPOSE OF

EXISTING POST, TYP. OF 2

BURIAL HEADSTONE LIMITS

BURIAL HEADSTONE LIMITS

EXISTING WATER LINE TO REMAIN.

CONTRACTOR TO PROTECT

DURING CONSTRUCTION.

CONSTRUCTION FENCE

CONSTRUCTION FENCE

CONSTRUCTION

FENCE/GATE

CONSTRUCTION FENCE GATE

REPLANT SHRUBS DISTURBED

DURING CONSTRUCTION

REMOVE AND DISPOSE

OF EXISTING 'DO NOT

ENTER' SIGN, TYP.

REMOVE AND DISPOSE OF

EXISTING CEMETERY

REGULATIONS SIGN, TYP.

REMOVE AND DISPOSE

OF EXISTING SPEED

LIMIT SIGN, TYP.

REMOVE AND DISPOSE

OF EXISTING

'ONE-WAY' SIGN, TYP.

REMOVE STORM STRUCTURE

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

ADAMS COUNTY, MISSISSIPPI

866CM3029

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

DEMOLITION AND ROAD PROJECTAES Group

(303) 841-3922

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CB DESIGN GROUP

(888) 585-2234

The LA Group

(518) 587-8100 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

IN

TE

GRITY FEDERA

L

SERV I CES

Scope Revision & Clarification 6/7/2024

DEMOLITION PLAN - EAST

CD101

10 5 10 15 2020 0

Scale: 1" = 20'

1. PRIOR TO COMMENCING DEMOLITION, CONTRACTOR SHALL ARRANGE PRE-CONSTRUCTION

MEETING WITH THE CONTRACTING OFFICER'S REPRESENTATIVE (COR) TO REVIEW ALL

APPLICABLE PERMIT CONDITIONS, THE CONSTRUCTION PLANS AND GENERAL CONSTRUCTION

SCHEDULE. STORAGE AREAS FOR THE GENERAL CONTRACTOR'S EQUIPMENT AND MATERIALS

SHALL BE LOCATED WITHIN THE LIMITS OF DEVELOPMENT AS SHOWN ON THE PLANS OR AS

APPROVED BY THE COR.

2. CONTRACTOR TO INSTALL 6'-HT. TEMPORARY CONSTRUCTION FENCING PRIOR TO

COMMENCING ANY OTHER CONSTRUCTION ACTIVITIES. CONSTRUCTION FENCING SHALL BE

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 POST WITH TENSION BANDS AND TO LINE POSTS

AND TOP AND BOTTOM RAILS WITH THE 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.

3. CONSTRUCTION FENCING TO BE INSTALLED AT LIMITS OF DISTURBANCE. SEPARATION

BETWEEN THESE ITEMS ON THE PLANS IS FOR GRAPHICAL PURPOSES ONLY.

4. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE GENERAL NOTES AND UTILITY LOCATING

SERVICE REQUIREMENTS. NO WORK SHALL COMMENCE UNTIL UNDERGROUND UTILITIES WITHIN

THE SITE HAVE BEEN IDENTIFIED AND LOCATED.

5. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANY EARTH DISTURBING

ACTIVITIES. REFER TO E&S PLANS, NOTES AND DETAILS.

6. THE GENERAL CONTRACTOR SHALL COORDINATE ALL ADJUSTMENT OR ABANDONMENT OF

UTILITIES WITH THE RESPECTIVE UTILITY COMPANY AND PAY ALL ASSOCIATED COSTS.

1. CONTRACTOR SHALL PROVIDE PROTECTIVE MEASURES AS NECESSARY TO PROTECT ITEMS

INDICATED TO REMAIN. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE INSIDE AND OUTSIDE

THE LIMIT OF DEVELOPMENT DUE TO THEIR CONTRACT OPERATIONS.

2. CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, STRUCTURES, EQUIPMENT, ROADWAYS AND DRIVEWAYS. ALL SERVICE DISRUPTIONS SHALL BE

COORDINATED WITH THE COR IN ADVANCE AND SHALL BE KEPT TO A MINIMUM TO THE EXTENT

POSSIBLE.

3. CONTRACTOR SHALL MAINTAIN NECESSARY TRAFFIC CONTROL DEVICES, DRUMS,

DELINEATORS, SIGNS, FENCES, AND BARRICADES IN ACCORDANCE WITH THE LATEST EDITION

OF THE NATIONAL MUTCD TO PROPERLY PROTECT WORK, EQUIPMENT, PERSONS, AND

PROPERTY FROM DAMAGE.

4. AT ALL LOCATIONS WHERE EXISTING PAVEMENT ABUTS NEW CONSTRUCTION, THE EDGE OF

THE EXISTING PAVEMENT SHALL BE SAW CUT TO A CLEAN, SMOOTH AND SHARP EDGE AND

PROTECTED UNTIL ABUTTING MATERIALS ARE INSTALLED.

5. NO EQUIPMENT SHALL BE ALLOWED WITHIN EXISTING BURIAL AREAS. DO NOT STORE OR

STOCKPILE ANY MATERIAL OVER 4-FEET HIGH WITHIN 10 YARDS OF EXISTING BURIALS.

1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE COR ON ALL

MATERIALS TO BE REMOVED AND RECYCLED/DISPOSED OF OFF SITE. ALL HANDLING OF

MATERIALS TO BE REMOVED, RECYCLED, OR DISPOSED OF MUST BE DONE SO IN A SAFE, LEGAL

MANNER, IN ACCORDANCE WITH ALL LOCAL, COUNTY, STATE, FEDERAL AND ANY OTHER

APPLICABLE REGULATIONS.

2. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE HIS EFFORTS OF DEMOLITION,

REMOVALS AND OR RELOCATION WORK WITH ALL TRADES, IF APPLICABLE. CONSULT ALL

DRAWINGS AND SPECIFICATIONS FOR COORDINATION REQUIREMENTS BEFORE COMMENCING

CONSTRUCTION.

3. ALL ITEMS REQUIRING REMOVAL SHALL BE REMOVED TO FULL DEPTH TO INCLUDE BASE

MATERIAL AND FOOTINGS OR FOUNDATIONS AS APPLICABLE UNLESS OTHERWISE NOTED.

4. EXISTING ITEMS INDICATED TO BE SALVAGED OR STOCKPILED SHALL BE CAREFULLY REMOVED

AND STORED AS DIRECTED BY THE COR.

5. CONTRACTOR SHALL LIMIT DISTURBANCE NORTH AND WEST OF THE EXISTING ROADWAY TO

THE GREATEST EXTENT POSSIBLE SO AS NOT TO ENCROACH UPON ADJACENT BURIAL AREAS

NOR DISTURB EXISTING STEEP SLOPES.

6. SEE SHEET AD100 FOR ADDITIONAL INFORMATION REGARDING DEMOLITION OF EXISTING

BUILDING STRUCTURES.

SITE PREPARATION NOTES: PROTECTION NOTES: REMOVALS NOTES:

KEY MAP

NATCHEZ

NATIONAL

CEMETERY

(WEST)

MARBLESTONE ROAD

CE

M

ET

ER

Y

RO

AD

NATCHEZ

NATIONAL

CEMETERY

(EAST)

LEGEND

LIMIT OF DEVELOPMENT LINE

EXISTING UNDERGROUND ELECTRIC

EXISTING WATERLINE

EXISTING SANITARY SEWER LINE

FULL-DEPTH CONC. PAVEMENT REMOVAL

FULL-DEPTH GRAVEL PAVEMENT REMOVAL

FULL-DEPTH BRICK PAVEMENT REMOVAL

EXISTING GAS LINE

UTILITY REMOVAL

ITEM REMOVAL

BUILDING AND FOUNDATION REMOVAL

(INCLUDES SLAB REMOVAL)

GENERAL NOTES:

1. EXISTING CONDITIONS ILLUSTRATED 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).

2. 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) FOR FURTHER INSTRUCTION.

3. 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.

PRIOR TO COMMENCING ANY EXCAVATION WORK, THE

CONTRACTOR SHALL CONTACT MS811 (1-800-227-6477)

AND THE PROPER LOCAL AUTHORITIES OR RESPECTIVE

UTILITY COMPANY HAVING JURISDICTION TO CONFIRM

THE LOCATION OF ALL EXISTING UTILITIES BEFORE

COMMENCING WORK. IF UTILITIES ARE NOT MARKED BY

MS811 THE CONTRACTOR SHALL NOTIFY THE COR FOR

FURTHER INSTRUCTION. EXCAVATION REQUIRED WITHIN

PROXIMITY OF UTILITY LINES SHALL BE DONE BY HAND.

ANY COSTS INCURRED BY THE CONTRACTOR DUE TO

FAILURE TO CONTACT THE PROPER AUTHORITIES SHALL

BECOME THE RESPONSIBILITY OF THE CONTRACTOR.

4. CONTRACTOR TO COMPLY WITH ALL OSHA AND OTHER

STATE AND LOCAL SAFETY REQUIREMENTS DURING

CONSTRUCTION.

5. CONSTRUCTION STAGING/LAYDOWN AREA(S) SHALL BE

COORDINATED WITH THE COR/CEMETERY PRIOR TO

CONSTRUCTION.

DLM JDS

BURIAL HEADSTONE LIMITS

CONSTRUCTION FENCE

CEM

ETERY RO

AD

K

REMOVE AND

DISPOSE OF

EXISTING

'SLOW' SIGN,

TYP.

REMOVE AND

DISPOSE OF

EXISTING

SPEED LIMIT

SIGN, TYP.

E

D

Q

MA

A B

L O H

J

I

N

M

F

C

G

COMMITTAL

SERVICE SHELTER

ADMIN. /

RESTROOMS

KIOSK

N.T.S.

SUPPLEMENTAL SIGNAGE DEMO PLAN1

GM

1+00

2+00 3+00

4+

5+

6+00

BP=0+00.00

EP=6+14.65

PC=2+59.38

PC=3+53.71

PC=5+97.22

PT=0+49.73

PT=3+36.08

PT=4+27.66

PT=6+08.70

ROAD ALIGNMENT

L2

L3

L4

L5

C1

C2

C3

C4

CP

1 2 CP501

R10'

R10'

R10' R10'

.0

0'

.0

0'

.0

0'

MATCH EXISTING

ROAD WIDTH

MATCH EXISTING

ROAD WIDTH

R10'

R10' R10'

R10'

R10'

R10' R10'

28.00'

R10'

STA:5+39.10

OFF:14.00'R

STA:5+39.10

OFF:14.00'L

TRANSITION ROADWAY FROM

10' WIDE TO 12' WIDE

STA: 1+04.00 TO STA: 2+00.00

6.

6.

TRANSITION ROADWAY TO 10'

WIDE AT STA: 0+00 TO STA: 0+22.51

TRANSITION ROADWAY FROM

10' WIDE TO EXISTING WIDTH

STA: 5+98.06 TO STA: 6+14.65

NORTHING: 758132.82

EASTING: 1965843.59

NORTHING: 758309.08

EASTING: 1966288.10

2.

STA:5+77.57

OFF:14.00'L

STA:4+53.50

OFF:6.00'R

STA:0+00.00

OFF:7.61'L

STA:1+22.63

OFF:13.81'R

STA:0+22.51

OFF:5.00'L

STA:1+01.41

OFF:5.00'R

STA:1+11.91

OFF:11.66'R

STA:1+83.64

OFF:13.19'R

STA:2+02.41

OFF:6.00'R

STA:4+72.71

OFF:14.00'R

STA:4+53.50

OFF:6.00'L

STA:4+72.71

OFF:14.00'L

STA:5+77.54

OFF:14.00'R

STA:5+98.67

OFF:5.00'R

STA:5+98.06

OFF:5.00'L

65.42'

NORTHING: 758174.15

EASTING: 1965792.83

NORTHING: 758130.79

EASTING: 1965835.57

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

ADAMS COUNTY, MISSISSIPPI

866CM3029

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

DEMOLITION AND ROAD PROJECTAES Group

(303) 841-3922

Fil e P ath

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CB DESIGN GROUP

(888) 585-2234

The LA Group

(518) 587-8100 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

IN

TE

GRITY FEDERA

L

SERV I CES

Scope Revision & Clarification 6/7/2024

ROADWAY GEOMETRY PLAN

CP101

10 5 10 15 2020 0

Scale: 1" = 20'

KEY MAP

NATCHEZ

NATIONAL

CEMETERY

(WEST)

MARBLESTONE ROAD

CE

M

ET

ER

Y

RO

AD

NATCHEZ

NATIONAL

CEMETERY

(EAST)

LEGEND

WOOD-FACED GUARDRAIL

ROAD CENTERLINE

PC POINT OF CURVATURE

PT POINT OF TANGENCY

2+00 STATION POINT (TYP.)

BP BEGINNING POINT

EP END POINT

East Road PROFILE

FINISHED GRADE

EXISTING GRADE

MATCH

EXISTING

GRADE

MATCH EXISTING

GRADE

STORM PIPE

CROSSING

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

ADAMS COUNTY, MISSISSIPPI

866CM3029

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

DEMOLITION AND ROAD PROJECTAES Group

(303) 841-3922

Fil e P ath

G:

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CB DESIGN GROUP

(888) 585-2234

The LA Group

(518) 587-8100 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

IN

TE

GRITY FEDERA

L

SERV I CES

Scope Revision & Clarification 6/7/2024

ROADWAY PROFILE

CP201

VERTICAL SCALE: 1" = 2', HORIZONTIAL SCALE: 1" = 20'

EAST ROAD PROFILE1

DBH CML

NOTE:

1. EXISTING GRADE DEPICTED ON THE PROFILE IS

AN INTERPOLATION BETWEEN CONTOUR AND

SPOT ELEVATIONS AND MAY NOT ACCURATELY

REPRESENT EXISTING ELEVATIONS.

WIDTH VARIES;

SEE PLANS

6" THICK CONCRETE, 4000

PSI, TYP.

2% SLOPE

12" MIN. PROOFROLLED IN-SITU

SUBGRADE OR COMPACT

ENGINEERED FILL

TURF AREA,

TYP.

#4 BARS 18" O.C. EACH DIRECTION;

LOCATE IN UPPER HALF OF SLAB

2.5" COVER

NOTE:

1. SAW CUT CONTRACTION JOINT, SEE SHEET CS101 FOR LOCATION/SPACING.

2. EXPANSION JOINTS SHALL BE LOCATED PER SHEET CS101 THROUGH ENTIRE DEPTH

OF PAVEMENT. SEE DETAIL 1 THIS SHEET.

3. BROOM FINISH CONCRETE SURFACE AFTER BLEED WATER DISSIPATES AND BEFORE

CONCRETE HARDENS WITH APPROVED FIBER BROOM, MINIMUM 18 INCHES WIDE.

2' SHOULDER

FACE OF GUARDRAIL 2' FROM PAVEMENT

EDGE, TYP. WHERE SHOWN ON PLANS.

SEE DETAIL 4 THIS SHEET

9"

6"

ADJACENT

EXISTING

CONCRETE ROAD

12" MIN. PROOFROLLED IN-SITU LEAN CLAY

OR COMPACT ENGINEERED FILL, TYP.

PROPOSED CONCRETE ROAD

EXPANSION JOINT, TYP.

6" TY

P.

#4 SLIP DOWELS @ 18" O.C. X 24"

LONG; GREASE AND CAP ONE

END OR USE SPEED DOWEL

PIN NEW CONCRETE SLAB TO EXISTING

CONCRETE SLAB. GROUT DOWEL IN

EXISTING CONCRETE SLAB

1/4"

CONTROL JOINTEXPANSION JOINT

3/8"

TOOLED JOINT W/ 1/4" RADIUS

EDGES AS SHOWN, TYP.

JOINT SEALANT & BACKER

ROD; SEE SPECIFICATIONS

PREMOLDED ASHPALTIC

JOINT FILLER

TOOLED JOINT W/ 1/4" RADIUS

EDGES AS SHOWN, TYP.;

TOOLING SHALL ALSO OCCUR

AROUND PERIMETER OF

CONCRETE PAVEMENT, TYP.

CONCRETE PAVEMENT, TYP. CONCRETE PAVEMENT, TYP.

#4 SLIP DOWELS, TYP.

3"

24"

EXPANSION JOINTS TO

OCCUR 60' O.C. MAX AT ALL

CURBS & WHERE SHOWN ON

PLANS AND OTHER DETAILS.

LOW MODULUS SILICON SEALANT

2.

" D

EP

TH

, T

O C

EN

TE

R O

F

TO

P

RE

BA

R

1.

5"

D

EP

TH

, M

IN

3" 11 2"

11 2"

3"71 2" 4" 7'-4" 4" 3" 71

2"

9'-9"

8" DIA. HOLES (TYP.)

1'-212" 8 SPACES 11" APART 1'-212"

16" DIA. HOLES FOR LAG

SCREWS (TYP.)

STEEL PLATE 3

8" THICKNESS END OF

TIMBER RAIL

4" (TYP.)

2"

STEEL RAIL

4"

16" DIA. HOLE CENTERED

IN 14" THICK WASHER

PLATE WASHER

5" DIA. X 1" DEEP

RECESS

8" DIA X 11" CARRIAGE BOLT WITH

HEX NUT AND PLATE WASHER

STEEL SPLICE PLATE

STEEL RAIL

PLAN

10" X 12" X 7'-0" ROUGH

SAWN TIMBER POST

4" X 81

2" CARRIAGE BOLT WITH

HEX NUT AND WASHER (TYP.)

8" DIA. HOLE

(TYP.)

2"

4" (TYP.)

3" (TYP.) 6" X 10" X 9'-1112" ROUGH

SAWN TIMBER RAIL

POST CONNECTION

ELEVATION

STEEL SPLICE PLATE

10" X 12" X 7'-0" ROUGH SAWN

TIMBER POST AT 10'-0" CENTERS

PLATE WASHER

STEEL RAIL

3" 3" 9" 9" 3" 3"

3" 3"

2'-6"

11 2" 3"

11 2"

4" X 21

4" BOLT SLOT

STEEL PLATE 3

8" THICKNESS

8" X 11

4" BOLT

SLOTS (TYP.)

STEEL SPLICE PLATE

10"6"

4"

31 2" 11 2"

11 2" 31 2"

4" 1"

2' -3

1' MIN.

1' -1

0"

EDGE OF PAVEMENT OR

GROUND LINE AT FACE OF RAIL

HINGE POINT OF

FORESLOPE

VARIABLEFILL SLOPE

SEE ROADWAY GEOMETRY PLANS

FOR OFFSET DISTANCE

1:10 OR FLATTER

SLOPE

4' -8

8" DIA. X 4" LAG SCREW

PRE-DRILL 3

8" HOLES 3 12"

DEEP IN TIMBER RAIL (TYP.)

6" 6"

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

ADAMS COUNTY, MISSISSIPPI

866CM3029

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

DEMOLITION AND ROAD PROJECTAES Group

(303) 841-3922

Fil e P ath

G:

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-D

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S.

DW

G

CB DESIGN GROUP

(888) 585-2234

The LA Group

(518) 587-8100 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

IN

TE

GRITY FEDERA

L

SERV I CES

Scope Revision & Clarification 6/7/2024

PAVING DETAILS - 1

CP501

1" = 1'-0"

TYPICAL CONCRETE ROADWAY CROSS SECTION2 1'0 6"3"

1-1/2" = 1'-0"

ROADWAY CONNECTION DETAIL3 8"0 4"2"

3" = 1'-0"

STEEL BACKED TIMBER GUARDRAIL4

0 4"1" 2"

1" = 1'-0"

GUARD RAIL - RAIL AND WASHER5 0 4"1" 2"

DBH CML

3" = 1'-0"

TYPICAL CONCRETE PAVEMENT JOINTING1

1'0 6"3"

1'-312"

4 EQUAL SPACES 11" APART

1'-312"

4" (TYP.)

2"

3" 11 2"

41 2"

3"71 2" 5" 2'-2" 5" 3" 71

2"

4'-9"

8" DIA. HOLES (TYP.)

16" DIA. HOLES FOR

LAG SCREWS (TYP.)

STEEL PLATE

8" THICKNESS

END OF

TIMBER RAIL

STEEL RAIL

4"

16" DIA. HOLE IN 1

4"

THICK WASHER

PLATE WASHER

NOTE:

1. ON CIRCULAR CURVES WITH RADIUS 70'

AND BELOW, POST SHALL BE 5' ON

CENTER.

2. FURNISH SHOP BENT SPLICE PLATES.

USE THE MINIMUM BEND ANGLE SHOWN

IN TABLE BELOW.

RADIUS R

(FT)

BEND AND

END CUT TABLE

Δ/2

(DEGREES)

d

(IN)

20 7.18 3

25 5.74 5

30 4.78 1

35 4.10 7

40 3.58 3

45 3.18 1

50 2.87 5

55 2.61 1

60 2.39 1

65 2.20 1

70 2.05 1

OVER 70 FLAT 0

3" 3"

3" 3" 1'

2'-6"

3" 3" 3" 3"

11 2" 3"

11 2"

4" x 21

4" BOLT SLOT7

8" x 13

8" BOLT

SLOT (TYP.)

9" 1' 9"

Δ/

(IN

D

EG

RE

ES

BENT SPLICE PLATE

PLAN

ELEVATION

DETAIL A

BENT SPLICE PLATE

STEEL RAIL

d(SEE BEND AND END CUT TABLE)

ROUGH SAWN

TIMBER RAIL

PLATE WASHER

8" DIA X 11" CARRIAGE BOLT WITH

HEX NUT AND PLATE WASHER

6" X 38" X 2'-6" BENT

SPLICE PLATE

6" X 38" X 4'-9"

STEEL RAIL

PLAN

10" X 12" X 7'-0" ROUGH

SAWN TIMBER POST

8" DIA. X 4" LAG SCREW

PRE-DRILL 3

8" HOLES 3 12"

DEEP IN TIMBER RAIL (TYP.)

4" X 81

2" CARRIAGE BOLT WITH

HEX NUT AND WASHER (TYP.) 6" X 10" X 2d+4'-11" ROUGH

SAWN TIMBER RAIL

6" 6"

6"

2"

9" (TYP.)

8" DIA. HOLE (TYP.)

Δ (IN DEGREES)

SEE DETAIL A

3"

℄POST

3" 3" 9"

3" 3"

9"

°11 2"

3" 11 2"

ANGLED STEEL SPLICE PLATE

STEEL PLATE

32" THICKNESS

8" x 11

4" BOLT

SLOTS (TYP.)

3" 9" 3" 3"

11 2" 3"

11 2"

8" x 11

4" BOLT

SLOTS

STEEL PLATE

8" THICKNESS

4" x 2 14" BOLT SLOT

TERMINAL SPLICE PLATE

2"

END OF TERMINAL

RAIL

5'

ANGLED STEEL SPLICE PLATE

TERMINAL SPLICE PLATE

GROUND LINE

2' -3

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

ADAMS COUNTY, MISSISSIPPI

866CM3029

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

DEMOLITION AND ROAD PROJECTAES Group

(303) 841-3922

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CB DESIGN GROUP

(888) 585-2234

The LA Group

(518) 587-8100 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

IN

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SERV I CES

Scope Revision & Clarification 6/7/2024

PAVING DETAILS - 2

CP502

3" = 1'-0"

STEEL BACKED TIMBER GUARDRAIL AROUND CIRCULAR CURVES1 0 4"1" 2"

0 4"1" 2"

DBH CML

1" = 1'-0"

GUARDRAIL AROUND CIRCULAR CURVES - RAIL AND WASHER2 1'0 6"3"

1" = 1'-0"

STEEL BACKED TIMBER GUARDRAIL TERMINAL SECTION3 1'0 6"3" 3" = 1'-0"

GUARDRAIL TERMINAL SECTION - SPLICE PLATES4

CO

GM

NEW CONCRETE PAVING, TYP.

STUB ELECTRIC SERVICE BENEATH

EXPOSED AGGREGATE ROADWAY FOR

CONNECTION TO NEW COMMITTAL SERVICE

SHELTER BEING COMPLETED AS PART OF A

S…