838CN3013_CNC_Bid Document_PLANS.pdf

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DEPARTMENT OF

VETERANS AFFAIRS

ALCORN COUNTY

CORINTH, MS

REPAIR ROADS

PROJECT NUMBER: 838CM3013

BID DOCUMENTS

LOCATION MAP

1" = 500'

VICINITY MAP

N.T.S.

CONSULTANTS

DRAWING INDEX

SITE/CIVIL

1. GI001 COVER SHEET

2. GI002 GENERAL NOTES, SYMBOLS AND ABBREVIATIONS

3. VL100 EXISTING CONDITIONS

4. CD101 DEMOLITION PLAN 1

5. CD102 DEMOLITION PLAN 2

6. CS101 SITE PLAN 1

7. CS102 SITE PLAN 2

8. CS103 SITE PLAN - ADD ALTERNATE 1

9. CS104 SITE AND DEMO PLAN - ADD ALTERNATE 2

10. DT500 GENERAL DETAILS

NO. DRAWING DRAWING TITLE

Know what'sbelow.

before you dig.Call

R

CORINTH NATIONAL CEMETERY

PREPARED BY

Gordon

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

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

PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

KOEHLER ENGINEERING AND LAND

SURVEYING, INC.

194 COKER LANE

CAPE GIRARDEAU, MO 63701

PHONE: 573-335-3026

NORTH

NORTH

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

ALCORN COUNTY, MS

838CN3013

AUGUST 27, 2020 JPG ACS Dwg. of

Office of Design and

Construction Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

CORINTH NATIONAL CEMETERY

REPAIR ROADS

OCMI

(202) 607-7575

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Gordon

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

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

PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

KOEHLER

(573) 335-3026

GI001

COVERSHEET

SITE

TENNESSEE

ALABAMA

LOUISANA

ARKANSAS

CORINTH NATIONAL

CEMETERY

EXISTING PROPOSED

BOUNDARY/RIGHT-OF-WAY LINE

ADJACENT BOUNDARY LINE

EASEMENT LINE

ROAD CENTERLINE

HEADER CURB

CURB & GUTTER

EDGE OF PAVEMENT

CHAIN LINK FENCE

OVERHEAD UTILITY LINE

UNDERGROUND UTILITY LINE

WATER MAIN

BUILDINGS

SIDEWALK

SANITARY SEWER MAIN

STORM SEWER LINE

TREES/SHRUBS

LIMITS OF WORK

INDEX CONTOUR LINE

INTERMEDIATE CONTOUR LINE

SPOT ELEVATIONS

MISCELLANEOUS SIGNS

SITE LIGHT WITH POLE

DRIP LINE OF TREES

REVERSE CURB

543.6

TO BE

REMOVED

TO

REMAIN

BOARD FENCE

8" W/M8" W/M

8" PVC SAN. SEW.

15" HDPE

TRANS.CURB

SOIL BOUNDARY

HbB HgC

WIRE FENCE

EDGE OF GRAVEL

GUARDRAIL

CIVIL LEGEND:

EDGE OF CONCRETE

LP

SANITARY SEWER CLEAN-OUT

SANITARY SEWER MANHOLE

STORM SEWER MANHOLE

STORM SEWER DROP INLET

STORM SEWER CURB INLET

STORM SEWER RIP-RAP

STORM SEWER END SECTION

FIRE HYDRANT

WATER VALVE

WATER METER

MAIL BOX

UTILITY POLE

FEATURE WALL

OVERHEAD COMMUNICATIONS LINE

UNDERGROUND COMMUNICATIONS LINE

BUILDING MOUNTED LIGHT

UTILITY POLE GUY WIRE

SANITARY SEWER FORCE MAIN

8" PVC SAN. SEW.

15" HDPE

EX. CC RBF

CONCRETE MONUMENT/IRON REBAR

TBSCC-TBSIPF

UNDERGROUND GAS LINE

C3

CO

45 0

GS 45 0

TC 45 0

INV

EX.

EX.

X

CO

MB

MONVDH

EX. VDH

ABBREVIATIONS:

HEADSTONE FACE DIRECTION

BURIAL CRYPT PLOTS

GRAVESITE GRID MONUMENT

CONCRETE SECTION MARKER

DRAINAGE FLOW ARROW

DETAIL LABEL

KEYNOTE REFERENCE LABEL

GRANITE SECTION MARKER

F

PRE-PLACED CRYPTS

INTERIOR CRYPT (TYP.)

PERIMETER CRYPT (TYP.)

XX

LIMITS OF GRADING

LIMITS OF CLEARING

XX

XXXXX

WETLANDS

IN-GROUND CREMAIN SITES

FLAG SLEEVES

FLAG POLEF

DETAIL NO.

SHEET REFERENCE

DIRECTION OF TRAFFIC ARROWS

FEATURE WALL

33 32

TEST PIT LOCATION

A AREA OR ARC

AC ACRE

ADA AMERICANS WITH DISABILITIES ACT

ADMIN AMDINISTRATION

AGE ABOVE GROUND ELECTRIC

AGEC ABOVE GROUND ELECTRIC CONDUIT

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

APPROX APPROXIMATE

ARCH ARCHITECTURAL

ASPH ASPHALT

AST ABOVE-GROUND STORAGE TANK

ATS ACTIVE TREATMENT SYSTEM

AVE AVENUE

AWWA AMERICAN WATER WORKS ASSOCIATION

A/C AIR CONDITIONING

BC BOTTOM OF CURB

BF BASEMENT FLOOR

BFP BACKFLOW PREVENTER

BFV BUTTERFLY VALVE

BITUM BITUMINOUS

BL BASE LINE

BLDG BUILDING

BLVD BOULEVARD

BM BENCHMARK, BASELINE MARKER

BMP BEST MANAGEMENT PRACTICES

BOE BOTTOM OF EXCAVATION

BOV BLOW OFF VALVE

BRG BEARING

BRL BUILDING RESTRICTION LINE

BV BALL VALVE

BW BOTTOM OF WALL

C COEFFICIENT OF RUNOFF

CALC CALCULATE

CB CATCH BASIN OR CHORD BEARING

CC CENTER TO CENTER

CCTV CLOSED CIRCUIT TELEVISION

CD CONSTRUCTION DOCUMENTS, CONTRACT DOCUMENTS OR CHECK DAM

CDW CHILLED DRINKING WATER

CDWR CHILLED DRINKING WATER RETURN

CDWS CHILLED DRINKING WATER SUPPLY

CE CONSTRUCTION ENTRANCE

CEM CEMENT OR CEMETERY

CF CONTRACTOR FURNISHED

CFS CUBIC FEET PER SECOND OR COMPOST FILTER SOCK

CG CURB AND GUTTER

CHD CHORD

CIP CAST IRON PIPE OR CULVERT INLET PROTECTION

CJ CONTRACTION JOINT

CL CENTERLINE, CLASS

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CN CURVE NUMBER

CND CONDUIT

CNR CORNER

CO CLEANOUT

COL COLUMN

COMM COMMUNICATIONS

CONC CONCRETE

COND CONDITION OR CONDENSER

CONF CONFERENCE

CONN CONNECTION

CON CONTAMINATED

CONSTR CONSTRUCTION

CONT CONTINUATION

CONTR CONTRACT OR CONTRACTOR

COR CONTRACTING OFFICER'S REPRESENTATIVE

COTG CLEANOUT TO GRADE

COV COVER OF CUT OFF VALVE

CPv CHANNEL PROTECTION VOLUME

CPPE CONSERVATION PRACTICE PHYSICAL EFFECTS

CPP CORRUGATED PLASTIC PIPE

CRN CROWN

CSB CONCRETE SPLASH BLOCK

CSI CONSTRUCTION SPECIFICATIONS INSTITUTE

CSS COMMITTAL SERVICE SHELTER

CSP CONCRETE SEWER PIPE

CT COURT

CTR CENTER OR CONTOUR

CTRL CONTROL

CTS COOLING TOWER SUPPLY

CTV CABLE TELEVISION

CV CONTROL VALVE

CW CLOCKWISE OR CONCRETE WASHOUT

CWP COLD WATER PIPING

D DEPTH

DAT DATUM

DB DEED BOOK; DESIGN-BUILD; DRAIN BASIN

DBL DOUBLE

DD DIVERSION DIKE

DEG DEGREE

DEMO DEMOLITION

DEPT DEPARTMENT

DESC DESCRIPTION

DET DETAIL

DI DROP INLET

DIA DIAMETER

DIFF DIFFERENCE

DIP DUCTILE IRON PIPE

DIST DISTANCE

DM DROP MANHOLE

DOC DOCUMENT

DOM DOMESTIC

DR DRIVE

DRE DECOMPOSED ROCK ELEVATION

DS DOWNSPOUT

DWG DRAWING

D/W DRIVEWAY

D DELTA

EA EACH

EBL EAST BOUND LANE

EC EDGE OF CONCRETE

ECL EROSION CONTROL LOG

EG EDGE OF GUTTER

EJ EXPANSION JOINT

ELEV ELEVATION

ELEC ELECTRICAL

ENTR ENTRANCE

EOI END OF INFORMATION

EP EDGE OF PAVEMENT

EPA ENVIRONMENTAL PROTECTION AGENCY

E&S EROSION & SEDIMENT

ES END SECTION

ESMT EASEMENT

ETO EARLY TURNOVER

EPT EXTERNAL PIPE THREAD

EQ EQUAL

EW END WALL

EXP EXPANSION

EX EXISTING

EXT EXTERIOR

FAR FLOOR AREA RATIO

FC FACE OF CURB

FD FOUNTAIN DRAIN

FF FIRST FLOOR OR FINISHED FLOOR

FG FINISHED GRADE

FH FIRE HYDRANT

FIN FINISHED

FLR FLOOR

FN FENCE

FP FLOOD PLAIN

FOC FACE OF CURB

FOTG FIELD OFFICE TECHNICAL GUIDE

FOY FOYER

FP FLAG POLE OR FIRE PROTECTION

FPS FEET PER SECOND

FR FROM

FS FILTER SOCK

FT FEET

FWS FLOWER WATERING STATION

G GAS

GAL GALLON

GDR GUARD RAIL

GEN GENERATOR

GFA GROSS FLOOR AREA

GIP GALVANIZED IRON PIPE

GL GROUND LEVEL

GOVT GOVERNMENT

GR GRADE

GR GUARD RAIL

GS GROUND SHOT

H HORIZONTAL

HC HANDICAP

HCP HANDICAPPED

HDPE HIGH DENSITY POLYETHYLENE

HDR HEADER

HDWL HEADWALL

HGL HYDRAULIC GRADE LINE

HH HAND HOLE

HLBC HOT LAID BITUMINOUS CONCRETE

HMA MOT-MIX ASPHALT

HP HIGH POINT OR HIGH PRESSURE

HR HAND RAIL

HT HEIGHT

HW HOT WATER

HWSR HOT WATER SUPPLY & RETURN

HWY HIGHWAY

HYD HYDRANT

HYDR HYDRAULIC

I RAINFALL INTENSITY

ID INSIDE DIAMETER

IGC IN-GROUND CRYPT

IN INCH

INV INVERT

IP IRON PIPE OR INLET PROTECTION

IPF IRON PIPE FOUND

IPS IRON PIPE SET

IRR IRRIGATION

IW IRRIGATION WATER

JB JUNCTION BOX

K ONE THOUSAND (KILO)

KWY KEYWAY

L LENGTH

LAT LATERAL

LF LINEAR FEET

LOC LOCATION

LONG LONGITUDE

LOS LINE OF SIGHT

LP LOW POINT OR LOW PRESSURE

LT LIGHT OR LEFT

LL LOWER LEVEL

M MARKER

MAINT MAINTENANCE

MAT MATERIAL

MAX MAXIMUM

MB MAIL BOX

MECH MECHANICAL

MED MEDIUM

MEMO MEMORANDUM

MEP MECHANICAL, ELECTRICAL, PLUMBING

MFG MANUFACTURING

MGT MANAGEMENT

MH MANHOLE

MI MILE

MIN MINIMUM

MISC MISCELLANEOUS

ML MATERIALS LIST

MN MAGNETIC NORTH

MOD MODEL OR MODIFY

MON MONUMENT

MS MEDIAN STRIP

MSL MEAN SEA LEVEL

MTG MEETING

MTL MATERIAL

MULT MULTIPLE

MUNIC MUNICIPAL

N NORTH

N/F NOW OR FORMERLY

NA MOT APPLICABLE

NAT MATURAL

NATL NATIONAL

NBC NATIONAL BUILDING CODE

NBL NORTH BOUND LANE

NCA NATIONAL CEMETERY ADMINISTRATION

NCPS NATIONAL CONSERVATION PRACTICE STANDARDS

NCTCOG NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS

NE NOT EXCEEDING

NFA NET FLOOR AREA

NHCP NATIONAL HANDBOOK OF CONSERVATION PRACTICES

NIC NOT IN CONTRACT

NO NUMBER

NOI NOTICE OF INTENT

NOM NOMINAL

NPDES NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM

NRCP NON-REINFORCED CONCRETE PIPE

NRCS NATURAL RESOURCES CONSERVATION SERVICE

NTP NOT TO PROCEED

NTS NOT TO SCALE

OC ON CENTER

OCEW ON CENTER EACH WAY

OD OUTSIDE DIAMETER

OFB ORGANIC FILTER BERM

OFD OVERFLOW DRAIN

OFT ORGANIC FILTER TUBE

OH OVERHANG

OHC OVERHEAD COMMUNICATIONS

OHE OVERHEAD ELECTRIC

OP OUTLET PROTECTION

OS OVER-SIZED

OZ OUNCE

P PERIMETER, RAINFALL DEPTH

PAR PARALLEL

PAT PATTERN

PB PULL BOX

PC POINT OF CURVATURE

PCA PORTLAND CEMENT ASSOCIATION

PCC POINT OF COMPOUND CURVE

PCEP POINT OF CURVE, EDGE OF PAVEMENT

PCT PERCENT

PCTC POINT OF CURVE, TOP OF CURB

PERF PERFORATED

PED PEDESTAL

PG PAGE

PGL POINT OF GRADE LINE

PH PROFILE HOLE

PI POINT OF INTERSECTION

PIC PUBLIC INFORMATION CENTER

PIV POST INDICATOR VALVE

PL PROPERTY LINE

POTW POTABLE WATER

PP POLYPROPYLENE (PLASTIC)

PPC PRE-PLACED CRYPT

PRC POINT OF REVERSE CURVE

PRELIM PRELIMINARY

POTW PUBLICLY-OWNED TREATMENT WORKS

PROP PROPOSED

PSI POUNDS PER SQUARE INCH

PSL PIPE SLEEVE

PT POINT OF TANGENCY

PTS PASSIVE TREATMENT SYSTEM

PV PRIVATE VAULT

PVC POLY VINYL CHLORIDE (PLASTIC PIPE)

PVI POINT OF VERTICAL INTERSECTION

PVMT PAVEMENT

PVT POINT OF VERTICAL TANGENCY

P&P PLAN AND PROFILE

Q FLOW, AMOUNT OF RUNOFF

Qf EXTREME FLOOD VOLUME Qp OVERBANK FLOOD PROTECTION VOLUME

QTR QUARTER

QTY QUANTITY

QUAD QUADRANT

QUAL QUALITY

R RISER, RADIUS

RAD RADIANS

RCN RUNOFF CURVE NUMBER

RCP REINFORCED CONCRETE PIPE, REFLECTED CEILING PLAN

RD ROAD, ROOF DRAIN

RDC REDUCER

RE RESIDENT ENGINEER

REP REPAIR

REQ REQUIRED

REV REVISION

REv RECHARGE VOLUME

RGP ROUGH GRADING PLAN

RPA RESOURCE PROTECTION AREA

RR RAILROAD

RTE ROUTE

RT RIGHT

RV RELIEF VALVE

RW RETAINING WALL

R/W RIGHT-OF-WAY

SAN SANITARY

SB SPLASH BLOCK OR SEDIMENT BASIN

SBL SOUTH BOUND LANE

SCF SEDIMENT CONTROL FENCE

SCHED SCHEDULE

SD STORM DRAIN

SDMH STORM DRAIN MANHOLE

SEC SECTION

SEG SEGMENT

SEL SELECT

SEW SEWER

SF SQUARE FEET OR SILT FENCE

SSF SUPER SILT FENCE

SJ SCORED JOINT

SLV SLEEVE

SM SECTION MARKER

SMH STEAM MANHOLE

SOV SHUT OFF VALVE

SP SITE PLAN

SPEC SPECIFICATION

SPKLR SPRINKLER

SQ SQUARE

SS SANITARY SEWER, STORM SEWER OR STEAM SUPPLY

ST STREET OR SEDIMENT TRAP

STA STATION

STD STANDARD

STE STEAM

STK STACK

STM STORM

SUPT SUPPORT

SURV SURVEY

SVC SERVICE

SWM STORMWATER MANAGEMENT

S/W SIDEWALK

SWPPP STORM WATER POLLUTION PREVENTION PLAN (SWP3)

SWG SEWAGE

Sx CROSS SLOPE

SYM SYMBOL

T TANGENT

T&M TIME AND MATERIALS

TB TEST BORE

TC TOP OF CURB

Tc TIME OF CONCENTRATION

TCEQ TEXAS COMMISSION ON ENVIRONMENTAL QUALITY

TCP TERRA COTTA PIPE, TRAFFIC CONTROL PLAN

TELE TELEPHONE

TH TEST HOLE

TNL TUNNEL

TOB TOP OF BANK

TOC TOP OF CURB

TOP TOP OF PAVEMENT

TOPO TOPOGRAPHY

TP TEST PIT, TELEPHONE POLE, OR TREE PROTECTION

TPDES TEXAS POLLUTANT DISCHARGE ELIMINATION SYSTEM

TW TOP OF WALL

TXDOT TEXAS DEPARTMENT OF TRANSPORTATION

TYP TYPICAL

UD UNDERDRAIN

U/G UNDERGROUND

UGC UNDERGROUND COMMUNICATIONS

UGE UNDERGROUND ELECTRIC

UFC UNIFORM FIRE CODE

UL UPPER LEVEL

UON UNLESS OTHERWISE NOTED

UP UTILITY POLE

USACE U.S. ARMY CORPS OF ENGINEERS

USDA U.S. DEPARTMENT OF AGRICULTURE

UTIL UTILITY

V VERTICAL

VA VETERANS ADMINISTRATION, VIRGINIA

VAR VARIES

VC VERTICAL CURVE

VEL VELOCITY

VERT VERTICAL

VF VERTICAL FOOT

VIC VICINITY

VID VIDEO

VIF VERIFY IN FIELD

VOL VOLUME

W WATER, WEST OR WIDE

W/ WITH

W/O WITHOUT

WBL WEST BOUND LANE

WI WROUGHT IRON

WL WATER LINE

WM WATER MAIN OR WATER METER

WO WORK ORDER

WQv WATER QUALITY VOLUME

WSE WATER SURFACE ELEVATION

WT WATER TIGHT

WW WASTE WATER

X-ING CROSSING

YI YARD INLET

YR YEAR

Z SIDE SLOPES

GENERAL NOTES:

1. PROPOSED SITE IMPROVEMENTS FOR 'CORINTH NATIONAL CEMETERY PAVEMENT REPAIR' INCLUDES, BUT IS NOT LIMITED TO, DEMOLITION OF EXISTING ASPHALT PAVEMENT

AND SUBBASE MATERIALS, EXISTING CURB & GUTTER, AND EXISTING STRUCTURES. OTHER IMPROVEMENTS INCLUDE ASPHALT PAVEMENT AND CONCRETE CURB & GUTTER

REPAIR. THE PROJECT IS LOCATED IN CORINTH, ALCORN, MISSISSIPPI.

2. THE TOPOGRAPHIC CONTOUR INTERVAL IS ONE (1) FOOT. TOPOGRAPHIC INFORMATION WAS COMPILED FROM A TOPOGRAPHIC SURVEY PREPARED BY KOEHLER ENGINEERING AND LAND SURVEYING, INC. WITH A SURVEY DATE OF JULY 06, 2020. HORIZONTAL DATUM IS REFERENCED TO THE MISSISSIPPI SPCS (NAD 83) COORDINATE SYSTEM. VERTICAL

DATUM IS REFERENCED TO NAVD 88.

3. THE SUBJECT PROPERTY IS LOCATED ON F.E.M.A. MAP 28003C0067 DATED SEPTEMBER 17, 2010. NO PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100-YEAR FLOODPLAIN

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

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.

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

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

CONSTRUCTION NOTES:

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

CAN BE MADE, IF WARRANTED.

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

3. THE CONTRACTOR SHALL CONTACT MISSISSIPPI 811 "CALL BEFORE YOU DIG" 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. THE UTILITIES SHOWN MAY OR MAY NOT REFLECT ALL UNDERGROUND UTILITIES IN SERVICE OR ABANDONED. UTILITIES SHOULD BE VERIFIED BY APPROPRIATE UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION. GORDON DOES NOT CERTIFY TO THE LOCATION OR THE EXISTENCE OF EXISTING UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR THE DIGGING OF TEST HOLES PRIOR TO BEGINNING CONSTRUCTION. IF CONDITIONS ARE FOUND IN THE FIELD WHICH ARE MATERIALLY DIFFERENT FROM

THE PLANS, THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER.

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

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

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

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

9. 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.

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

CONSTRUCTION.

11. 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.

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

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

CONTRACTING OFFICER ATTENTION FOR VERIFICATION PRIOR TO STAKEOUT.

14. 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.

15. 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.

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

17. THE CONTRACTOR SHALL CONFINE HIS EQUIPMENT AND OPERATIONS TO THE LIMITS OF CONSTRUCTION SHOWN ON THE PLANS. THE CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR THE SAFETY AND SECURITY OF ALL MATERIALS AND EQUIPMENT ON SITE.

18. 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.

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

20. CONTRACTOR SHALL NOT PLACE ANY CONSTRUCTION MATERIALS OR EQUIPMENT ON TOP OF EXISTING GRAVESITES. ALL WORK AND WORKERS MUST STAY OUTSIDE OF BURIAL

SECTIONS.

GI002

GENERAL NOTES, SYMBOLS AND

ABBREVIATIONS

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

ALCORN COUNTY, MS

838CN3013

AUGUST 27, 2020 JPG ACS Dwg. of

Office of Design and

Construction Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

CORINTH NATIONAL CEMETERY

REPAIR ROADS

OCMI

(202) 607-7575

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I00 2.D

W G

Gordon

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

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

PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

KOEHLER

(573) 335-3026 ff 469.11 ff 468.82 ff 468.81 ff 468.81 clay 4 out

464.58 clay 4 out 462.92 clay 8 in 462.53 clay 8 out 462.20

48" BLACK OAK

48" BLACK OAK

30" CEDAR

24" CEDAR

24" CEDAR

48" BLACK OAK

24" CEDAR

48" BLACK OAK

48" BLACK OAK

20" MAGNOLIA

24" CMP-IN

FL:451.22

48" BLACK OAK

24" TREE CLUSTER

4" PVC-OUT

FL:468.92 8" MAPLE

24" TREE CLUSTER

56" BLACK OAK

20" TREE CLUSTER

8" MAPLE

48" BLACK OAK

6" PVC-IN

FL:468.08

6" PVC-OUT

FL:467.78

4" PVC-OUT

FL:467.83

4" PVC-OUT

FL:452.97

15" RCP-IN

FL:452.22

fl 452.03

10" MAPLE

12" TREE CLUSTER

12" TREE CLUSTER

clay 8 in 452.24

24" RCP-OUT

FL:449.57

15" RCP-OUT

FL:450.50

15" RCP-OUT

FL:450.42

30" BLACK OAK 30"

BLACK

OAK

48" BLACK OAK

48" BLACK OAK

clay 4 out 465.84

HORTON STREET

MEIGGS STREET

HORTON STREET

GRAPHICAL SCALE: 1"=40'

40 20 0 40 80 120

NORTH

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

ALCORN COUNTY, MS

838CN3013

AUGUST 27, 2020 JPG ACS Dwg. of

Office of Design and

Construction Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

CORINTH NATIONAL CEMETERY

REPAIR ROADS

OCMI

(202) 607-7575

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Gordon

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

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

PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

KOEHLER

(573) 335-3026

VL100

EXISTING CONDITIONS

DYH

SW

S

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KEYED NOTES

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AutoCAD SHX Text = STORAGE / EQUIPMENT BUILDING, FINISHED FLOOR ELEVATIONS NOTED AT EACH DOOR STORAGE / EQUIPMENT BUILDING, FINISHED FLOOR ELEVATIONS NOTED AT EACH DOOR = "NO FIREARMS OR WEAPONS ALLOWED ON THIS PROPERTY" SIGN "NO FIREARMS OR WEAPONS ALLOWED ON THIS PROPERTY" SIGN = "NO TRESPASSING / AUTHORIZED PERSONNEL ONLY" SIGN "NO TRESPASSING / AUTHORIZED PERSONNEL ONLY" SIGN = BORING HOLE #1 BORING HOLE #1 = BORING HOLE #2 BORING HOLE #2 = BORING HOLE #3 BORING HOLE #3 = FIRE HYDRANT SURROUNDED BY GUARD POSTS FIRE HYDRANT SURROUNDED BY GUARD POSTS = BRICK WALL BRICK WALL = HEADSTONE, SECTION MARKER, OR FOUND STONE MONUMENT (TYP.) HEADSTONE, SECTION MARKER, OR FOUND STONE MONUMENT (TYP.) = IRRIGATION BOX IRRIGATION BOX = POLE FOR HANGING SIGN POLE FOR HANGING SIGN = NAVY SEABEES MONUMENT NAVY SEABEES MONUMENT = FLORAL REGULATIONS SIGN FLORAL REGULATIONS SIGN = POLE WITH HANGING SIGN POLE WITH HANGING SIGN = BULLETIN BOARD BULLETIN BOARD = NATIONAL CEMETERY SYSTEM SIGN NATIONAL CEMETERY SYSTEM SIGN = VISITOR INFORMATION SIGN VISITOR INFORMATION SIGN = PLASTIC FLOWER DISPOSAL BOX PLASTIC FLOWER DISPOSAL BOX = HEADSTONE (TYP.) HEADSTONE (TYP.) = NATIONAL CEMETERY PROTECTION ACT SIGN NATIONAL CEMETERY PROTECTION ACT SIGN = CONCRETE DRAIN OUTLET STRUCTURE CONCRETE DRAIN OUTLET STRUCTURE = IRRIGATION CONTROL BOX IRRIGATION CONTROL BOX = TELEPHONE PULL BOX WITH SIGN TELEPHONE PULL BOX WITH SIGN = IRON GATEIRON GATE

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GENERAL NOTES

AutoCAD SHX Text

1) THE PIPES INDICATED AT THE INTERNAL STREET INTERSECTION ARE REPRESENTED BASED UPON FIELD DATA THE PIPES INDICATED AT THE INTERNAL STREET INTERSECTION ARE REPRESENTED BASED UPON FIELD DATA AND ASSUMPTIONS MADE. THERE WERE NO OUTLETS FOR MANY OF THESE PIPES, AND IT IS ASSUMED THAT THEY CONNECT IN THE VICINITY OF THE INTERSECTION WITHOUT THE BENEFIT OF A STRUCTURE. FIELD VERIFICATION, CAMERA INVESTIGATION, OR OTHER ADDITIONAL STUDY IS PROPOSED IF CUT IS TO BE MADE OR ALTERATIONS ARE TO BY MADE TO THESE PIPES. 2) THE TOPOGRAPHIC CONTOUR INTERVAL IS ONE (1) FOOT. TOPOGRAPHIC INFORMATION WAS COMPILED FROM A THE TOPOGRAPHIC CONTOUR INTERVAL IS ONE (1) FOOT. TOPOGRAPHIC INFORMATION WAS COMPILED FROM A TOPOGRAPHIC SURVEY PREPARED BY KOEHLER ENGINEERING AND LAND SURVEYING, INC. WITH A SURVEY DATE OF JULY 06, 2020. THE HORIZONTAL DATUM AND NORTH ORIENTATION ARE IN ACCORDANCE WITH THE MISSISSIPPI STATE PLANE SYSTEM, EAST ZONE (NAD 83) COORDINATE SYSTEM, AND WERE DERIVED FROM AN AUTONOMOUS GPS OBSERVATION AND SUBJECT TO THE VARIATION OF THE AUTONOMOUS GPS SIGNAL. THE VERTICAL DATUM IS REFERENCED TO NAVD 88, AS DERIVED IN THE SAME MANNER. 3) UTILITIES AS INDICATED HEREON WERE FROM FIELD OBSERVATIONS. A UTILITIES LOCATOR CALL WAS MADE, UTILITIES AS INDICATED HEREON WERE FROM FIELD OBSERVATIONS. A UTILITIES LOCATOR CALL WAS MADE, BUT NO FIELD INDICATIONS OR MARKS FROM UTILITY LOCATOR SERVICE WERE FOUND AT THE SITE.

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text = FOUND IRON ROD FOUND IRON ROD = SURVEY CONTROL POINT SURVEY CONTROL POINT = FIRE HYDRANT FIRE HYDRANT = WATER METER WATER METER = WATER SPIGOT / FROST WATER SPIGOT / FROST FREE HYDRANT = SIGN (TYPE NOTED) SIGN (TYPE NOTED) = WATER VALVE WATER VALVE = UTILITY POLE UTILITY POLE = SANITARY SEWER MANHOLE SANITARY SEWER MANHOLE = GRAVE LOCATOR MAILBOX GRAVE LOCATOR MAILBOX = SPOTLIGHT ON CONCRETE SPOTLIGHT ON CONCRETE PAD

AutoCAD SHX Text = CONCRETE PAVEMENT CONCRETE PAVEMENT = ASPHALT PAVEMENT ASPHALT PAVEMENT = AREA WITH LANDSCAPEING AREA WITH LANDSCAPEING = AREA WITH GRAVEL SURFACE AREA WITH GRAVEL SURFACE = AREA IN BUILDING OR CANOPY AREA IN BUILDING OR CANOPY = AREA WITH STONE LANDSCAPING AREA WITH STONE LANDSCAPING = FLAG POLE FLAG POLE = GAS VALVE GAS VALVE = GUY WIRE GUY WIRE = ELECTRIC METERELECTRIC METER

AutoCAD SHX Text

WV

AutoCAD SHX Text

WM

AutoCAD SHX Text

GV

AutoCAD SHX Text E

AutoCAD SHX Text X

48" BLACK OAK

24" TREE CLUSTER

4" PVC-OUT

FL:468.92

8" MAPLE

24" TREE CLUSTER

56" BLACK OAK

20" TREE CLUSTER

8" MAPLE

48" BLACK OAK

6" PVC-IN

FL:468.08

6" PVC-OUT

FL:467.78

4" PVC-OUT

FL:467.83

MEIGGS STREET

2 S

EG

ME

NT

S

2 S

EG

ME

NT

S

2 S

EG

ME

NT

S 1 S

EG

ME

NT

1 S

EG

ME

NT

2 S

EG

ME

NT

S 2 S

EG

ME

NT

S

GRAPHICAL SCALE: 1"=20'

20 10 0 20 40 60

NORTH

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

ALCORN COUNTY, MS

838CN3013

AUGUST 27, 2020 JPG ACS Dwg. of

Office of Design and

Construction Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

CORINTH NATIONAL CEMETERY

REPAIR ROADS

OCMI

(202) 607-7575

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Gordon

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

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

PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

KOEHLER

(573) 335-3026

CD101

DEMOLITION PLAN 1

GRAPHIC LEGEND:

LIMITS OF WORK

DEMOLISH EXISTING ASPHALT

PAVEMENT AND REMOVE ENTIRE

EXISTING SUBGRADE

REMOVE UPPER 5" OF EXISTING

ASPHALT PAVEMENT (3"

ASPHALT, 2" MIN SOIL/GRAVEL

BASE)

LIMITS OF PAVEMENT,

CURB, AND PIPE

DEMOLITION WORK

EXISTING BUILDING AND

FOUNDATION TO BE

REMOVED

KEY NOTE LEGEND:

KEY NO. DESCRIPTION

DEMOLISH EXISTING ASPHALT PAVEMENT AND REMOVE

ENTIRE EXISTING SUBGRADE

DEMOLISH EXISTING CONCRETE PAVEMENT TO

EXISTING SUBGRADE

KEY MAP

(NOT TO SCALE)

HORTON STREET

MEIGGS STREET

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UT

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UN

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ST

SO

UT

H

CE

ME

TE

RY

S

TR

EE

T

S

JO

HN

S

ST

GRAPHICAL SCALE: 1"=20'

20 10 0 20 40 60

6 LIMITS OF WORK

REMOVE UPPER 5" OF EXISTING ASPHALT PAVEMENT

(3" ASPHALT, 2" MIN SOIL/GRAVEL BASE)

REMOVE AND RECAULK ALL CURB JOINTS (TYP.)

DEMOLISH EXISTING CURB / GUTTER TO NEAREST

JOINTS. SEGMENTS NOTED ON PLANS. AVERAGE

SEGMENT = 10'

AutoCAD SHX Text E

AutoCAD SHX Text

MATCHLINE SEE SHEET CD102CD102

N ff 469.11 ff 468.82 ff 468.81 ff 468.81 clay 4 out

464.58clay 4 out 462.92 clay 8 in 462.53 clay 8 out 462.20

48" BLACK OAK

48" BLACK OAK

30" CEDAR

24" CEDAR

24" CEDAR

48" BLACK OAK

24" CEDAR

S W

48" BLACK OAK

48" BLACK OAK

20" MAGNOLIA

24" CMP-IN

FL:451.22

4" PVC-OUT

FL:452.97

15" RCP-IN

FL:452.22

fl 452.03

10" MAPLE

12" TREE CLUSTER

12" TREE CLUSTER

clay 8 in 452.24

24" RCP-OUT

FL:449.57

15" RCP-OUT

FL:450.50

15" RCP-OUT

FL:450.42

30" BLACK OAK

30"

BLACK

OAK

48" BLACK OAK

48" BLACK OAK

X

X

X

X

X X

X

X

X X

X

X X X clay 4 out 465.84

K

HORTON STREET

HORTON STREET

1 S

EG

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NT

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EG

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NT

S

2 S

EG

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NT

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EG

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NT

S

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EG

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GRAPHICAL SCALE: 1"=20'

20 10 0 20 40 60

NORTH

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

ALCORN COUNTY, MS

838CN3013

AUGUST 27, 2020 JPG ACS Dwg. of

Office of Design and

Construction Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

CORINTH NATIONAL CEMETERY

REPAIR ROADS

OCMI

(202) 607-7575

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Gordon

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

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

PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

KOEHLER

(573) 335-3026

CD102

DEMOLITION PLAN 2

KEY NOTE LEGEND:

KEY NO. DESCRIPTION

REMOVE AND RECAULK ALL CURB JOINTS (TYP.)3

DEMOLISH EXISTING CURB / GUTTER TO NEAREST

JOINTS. SEGMENTS NOTED ON PLANS. AVERAGE

SEGMENT = 10'

GATE POST HOLE TO REMAIN

DEMOLISH EXISTING SIDEWALK

DEMOLISH EXISTING GRAVEL PAVEMENT TO EXISTING

SUBGRADE

REMOVE BUILDING, FOUNDATION AND SLAB

KEY MAP

(NOT TO SCALE)

HORTON STREET

MEIGGS STREET

SO

UT

H

YO

UN

G

ST

SO

UT

H

CE

ME

TE

RY

S

TR

EE

T

S

JO

HN

S

ST

GRAPHICAL SCALE: 1"=20'

20 10 0 20 40 60

9 REMOVE BOLLARD

REMOVE UPPER 5" OF EXISTING ASPHALT PAVEMENT

(3" ASPHALT, 2" MIN SOIL/GRAVEL BASE)

GRAPHIC LEGEND:

LIMITS OF WORK

LIMITS OF PAVEMENT,

CURB, AND PIPE

DEMOLITION WORK

EXISTING BUILDING AND

FOUNDATION TO BE

REMOVED

10 LIMITS OF WORK

REMOVE EXISTING GRAVEL IN AREA BETWEEN

SIDEWALK AND ENTRANCE

11 EXISTING TREE ROOTS PROTRUDING INTO PAVEMENT

TO BE CUT AND REMOVED PRIOR TO PAVING.

12 AREA DESIGNATED FOR STAGING. CONTRACTOR TO

CONFIRM WITH CEMETERY PRIOR TO CONSTRUCTION.

REMOVE UPPER 5" OF EXISTING

ASPHALT PAVEMENT (3"

ASPHALT, 2" MIN SOIL/GRAVEL

BASE)

NOTE:

1. MATERIALS LOCATED WITHIN THE MAINTENANCE

AREA SHALL BE REMOVED BY CEMETERY PRIOR TO

CONSTRUCTION.

AutoCAD SHX Text

MATCHLINE SEE SHEET CD101CD101

48" BLACK OAK

24" TREE CLUSTER

4" PVC-OUT

FL:468.92

8" MAPLE

24" TREE CLUSTER

56" BLACK OAK

20" TREE CLUSTER

8" MAPLE

48" BLACK OAK

6" PVC-IN

FL:468.08

6" PVC-OUT

FL:467.78

4" PVC-OUT

FL:467.83

MEIGGS STREET

2 S

EG

ME

NT

S

2 S

EG

ME

NT

S

2 S

EG

ME

NT

S 1 S

EG

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NT

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NT

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EG

ME

NT

S 2 S

EG

ME

NT

S

GRAPHICAL SCALE: 1"=20'

20 10 0 20 40 60

NORTH

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

ALCORN COUNTY, MS

838CN3013

AUGUST 27, 2020 JPG ACS Dwg. of

Office of Design and

Construction Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

CORINTH NATIONAL CEMETERY

REPAIR ROADS

OCMI

(202) 607-7575

Fil e P ath : G

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G

Gordon

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

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

PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

KOEHLER

(573) 335-3026

CS101

SITE PLAN 1

GRAPHIC LEGEND:

LIMITS OF WORK

ASPHALT PAVEMENT

KEY NOTE LEGEND:

KEY NO. DESCRIPTION

RECAULK ALL CURB JOINTS (TYP.)

INSTALL ASPHALT PAVEMENT

INSTALL HEAVY DUTY CONCRETE

6 INSTALL NEW SIDEWALK

INSTALL NEW HEADER CURB. ALONG THE LENGTH OF

CURB REPLACE 3 FEET OF ADJACENT LAWN WITH SOD

INSTALL NEW VALLEY GUTTER. ALONG THE LENGTH OF

CURB REPLACE 3 FEET OF ADJACENT LAWN WITH SOD

KEY MAP

(NOT TO SCALE)

HORTON STREET

MEIGGS STREET

SO

UT

H

YO

UN

G

ST

SO

UT

H

CE

ME

TE

RY

S

TR

EE

T

S

JO

HN

S

ST

GRAPHICAL SCALE: 1"=20'

20 10 0 20 40 60

HEAVY DUTY CONCRETE

PAVEMENT

7 LIMITS OF WORK

SITE PLAN NOTE:

1. ALL EXISTING CURB AND GUTTER TO BE PRESSURE

WASHED.

2. CONTRACTOR TO FIELD MEASURE GATE WIDTH AND

COORDINATE ALL EQUIPMENT AND VEHICLE ACCESS

AND/OR UNLOADING OF MATERIALS.

3. ONE LANE OF ROAD TO REMAIN OPEN AT ALL TIMES.

CEMETERY TRAFFIC TO BE COORDINATED WITH

CEMETERY DIRECTOR. CONTRACTOR TO PROVIDE

DETAILED PHASING PLAN TO COR FOR APPROVAL

PRIOR TO CONSTRUCTION.

AutoCAD SHX Text E

AutoCAD SHX Text

MATCHLINE SEE SHEET CS102CS102

ff 469.11 ff 468.82 ff 468.81 ff 468.81 clay 4 out

464.58clay 4 out 462.92 clay 8 in 462.53 clay 8 out 462.20

48" BLACK OAK

48" BLACK OAK

30" CEDAR

24" CEDAR

24" CEDAR

48" BLACK OAK

24" CEDAR

S W

48" BLACK OAK

48" BLACK OAK

20" MAGNOLIA

24" CMP-IN

FL:451.22

4" PVC-OUT

FL:452.97

15" RCP-IN

FL:452.22

fl 452.03

10" MAPLE

12" TREE CLUSTER

12" TREE CLUSTER

clay 8 in 452.24

24" RCP-OUT

FL:449.57

15" RCP-OUT

FL:450.50

15" RCP-OUT

FL:450.42

30" BLACK OAK

30"

BLACK

OAK

48" BLACK OAK

48" BLACK OAK

X

X

X

X

X X

X

X

X X

X

X X X clay 4 out 465.84

K

HORTON STREET

HORTON STREET

14.29'

11.94'

SEE GRADING ENLARGEMENT THIS SHEET

28'

28'3

32.37'

SEE CONCRETE

PAD ENLARGEMENT

THIS SHEET

1 S

EG

ME

NT

2 S

EG

ME

NT

S

2 S

EG

ME

NT

S

S

EG

ME

NT

S

S

EG

ME

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S

NOTE:

TRANSITION BETWEEN PAVEMENT AND

SHELTER PAD TO ENSURE POSITIVE

DRAINAGE AWAY FROM SHELTER

11.94'

55 36

EP

55 43

EP 55 92

EP

56 09

EP

56 40

EP

55 64

EP

54 70

EP

54 95

BC

55 52

BC

55 33

BC

55 95

BC

BC

55 72

EP

55 68

EP

4.0

1.1

4.4

54 97

EP 55 07

EP

55 22

BC 55 32

BC

55.1355.11

EP

45554 87

EP

56 04

EP

56 29

BC

BC

BC

55 49

GS 55 73

GS

55 21

GS

EP

56 06

EP

56 27

EP

55.03

54.82 54.49

54.52

55.04

55 61

EP55 52

EP

3.0

56 07

GS

55 96

GS

GS

57 09

GS

54 86

GS

54 83

BC

54 92

BC

54 92

EP

54 83

EP

54 50

BC 54 48

EP

54 43

EP54 44

BC

54 91

BC

54 90

BC

NOTE:

PROVIDE EXPANSION JOINT

BETWEEN UTILITY PAD AND GUTTER

ELEVATIONS TO MATCH EXISTING

28'

28'

MAINTAIN

EXISTING

GRADE

MAINTAIN

EXISTING

GRADE

SLOPE

AT 1%

SLOPE

AT 1%

AREA FOR

PREFABRICATED

COVER. COVER TO

BE INSTALLED

AFTER CEMETERY

APPROVAL.

GRAPHICAL SCALE: 1"=20'

20 10 0 20 40 60

NORTH

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

ALCORN COUNTY, MS

838CN3013

AUGUST 27, 2020 JPG ACS Dwg. of

Office of Design and

Construction Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

CORINTH NATIONAL CEMETERY

REPAIR ROADS

OCMI

(202) 607-7575

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Gordon

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

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

PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

KOEHLER

(573) 335-3026

CS102

SITE PLAN 2

KEY NOTE LEGEND:

KEY NO. DESCRIPTION

RECAULK ALL CURB JOINTS (TYP.)

INSTALL ASPHALT PAVEMENT

INSTALL NEW VALLEY GUTTER. ALONG THE LENGTH OF

CURB REPLACE 3 FEET OF ADJACENT LAWN WITH SOD.

PAVE TO EXISTING GATE HOLE

INSTALL HEAVY DUTY CONCRETE PAVEMENT

EXISTING GRATE INLETS TO BE REHABILITATED AND

POWDERED COATED AND RESET WITH MILL AND

OVERLAY

INSTALL CONCRETE SIDEWALK

INSTALL NEW MOUNTABLE CURB. ALONG THE LENGTH

OF CURB REPLACE 3 FEET OF ADJACENT LAWN WITH

SOD

KEY MAP

(NOT TO SCALE)

HORTON STREET

MEIGGS STREET

SO

UT

H

YO

UN

G

ST

SO

UT

H

CE

ME

TE

RY

S

TR

EE

T

S

JO

HN

S

ST

GRAPHICAL SCALE: 1"=20'

20 10 0 20 40 60

9 REPLACE CONCRETE HEADWALL IN KIND

10 INSTALL HEADER CURB. ALONG THE LENGTH OF CURB

REPLACE 3 FEET OF ADJACENT LAWN WITH SOD

GRAPHICAL SCALE: 1"=5'

5 2.5 0 5 10 15

GRADING ENLARGEMENT:

CONTRACTOR TO ENSURE POSITIVE DRAINAGE AWAY

FROM EXISTING RESTROOM FACILITY. EXISTING DRAIN

PIPE TO BE EXTENDED AS REQUIRED TO MATCH

GRADE.

GRAPHIC LEGEND:

LIMITS OF WORK

ASPHALT PAVEMENT

HEAVY DUTY CONCRETE

PAVEMENT

12 LIMITS OF WORK

13 LIMITS OF PROPOSED GUTTER. EXISTING UTILITY BOX

TO REMAIN AS IS.

14 EXISTING WATER METER SUBSURFACE UTILITY VAULT

TO REMAIN AS IS.

EXISTING COMMITTAL SHELTER. TRANSITION BETWEEN

PAVEMENT AND EXISTING SHELTER PAD TO ENSURE

POSITIVE DRAINAGE AWAY FROM SHELTER.

GRAPHICAL SCALE: 1"=10'

10 5 0 10 20 30

CONCRETE PAD

ENLARGEMENT:

SITE PLAN NOTE:

1. ALL EXISTING CURB AND GUTTER TO BE PRESSURE

WASHED.

2. CONTRACTOR TO FIELD MEASURE GATE WIDTH AND

COORDINATE ALL EQUIPMENT AND VEHICLE ACCESS

AND/OR UNLOADING OF MATERIALS.

3. ONE LANE OF ROAD TO REMAIN OPEN AT ALL TIMES.

CEMETERY TRAFFIC TO BE COORDINATED WITH

CEMETERY DIRECTOR. CONTRACTOR TO PROVIDE

DETAILED PHASING PLAN TO COR FOR APPROVAL

PRIOR TO CONSTRUCTION.

1. BASIS OF DESIGN FOR PREFABRICATED COVER:

CARPORT CENTRAL 30'x31' REGULAR STYLE TRIPLE

WIDE (ITEM RTW30319) CUSTOMIZED TO PROVIDE A

MINIMUM OF 12' OF CLEARANCE. CONTRACTOR TO

PROVIDE SHOP DRAWINGS FOR APPROVAL BY THE

COR PRIOR TO CONSTRUCTION.

AutoCAD SHX Text

MATCHLINE SEE SHEET CS101CS101

30" CEDAR

24" CEDAR

24" CEDAR

48" BLACK OAK

24" CEDAR

S W

48" BLACK OAK

48" BLACK OAK

20" MAGNOLIA

48" BLACK OAK

24" TREE CLUSTER

8" MAPLE

24" TREE CLUSTER

56" BLACK OAK

20" TREE CLUSTER

8" MAPLE

48" BLACK OAK

10" MAPLE

12" TREE CLUSTER

12" TREE CLUSTER

30" BLACK OAK 30"

BLACK

OAK

48" BLACK OAK

48" BLACK OAK

X

X

X

X

X

K

HORTON STREET

MEIGGS STREET

HORTON STREET

GRAPHICAL SCALE: 1"=40'

40 20 0 40 80 120

NORTH

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

ALCORN COUNTY, MS

838CN3013

AUGUST 27, 2020 JPG ACS Dwg. of

Office of Design and

Construction Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

CORINTH NATIONAL CEMETERY

REPAIR ROADS

OCMI

(202) 607-7575

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.D W

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Gordon

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

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

PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

KOEHLER

(573) 335-3026

CS103

SITE PLAN - ADD ALTERNATE 1

GRAPHIC LEGEND:

LIMITS OF WORK

KEY NOTE LEGEND:

KEY NO. DESCRIPTION

1 ADD ALTERNATE #2 - REFER TO CS104

SITEPLAN NOTE:

ADD ALTERNATE TO INCLUDE ALL CURB AND GUTTER

REPLACEMENT

INSTALL NEW VALLEY CURB AND REPLACE 3 FEET OF

ADJACENT LAWN WITH SOD

LIMITS OF WORK2

E

24" CEDAR

24" CEDAR

48" BLACK OAK

X

X

X

X

X

X

X

X

X

X

X X X

X

X

X

X

X X

X X

X

X X X X X X X

HORTON STREET

24'

10'

30'

24' 30' ff 469.11 ff 468.82 ff 468.81 ff 468.81

24" CEDAR

24" CEDAR

48" BLACK OAK

X

X

X

X

X

X

X

X

X

X

X X X

X

X

X

X

X X

X X

X X X X X X X

HORTON STREET

24'

10'

30'

24' 30'

ASPHALT TO BE EXTENDED TO EXISTING FENCE

ff 469.11 ff 468.82 ff 468.81 ff 468.81

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

ALCORN COUNTY, MS

838CN3013

AUGUST 27, 2020 JPG ACS Dwg. of

Office of Design and

Construction Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

CORINTH NATIONAL CEMETERY

REPAIR ROADS

OCMI

(202) 607-7575

Fil e P ath : G

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.D W

G

Gordon

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

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

PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

KOEHLER

(573) 335-3026

CS104

SITE AND DEMO PLAN - ADD

ALTERNATE 2

GRAPHIC LEGEND:

LIMITS OF WORK

KEY NOTE LEGEND:

KEY NO. DESCRIPTION

1 REMOVE UPPER 5" OF EXISTING ASPHALT PAVEMENT

(3" ASPHALT, 2" MIN SOIL/GRAVEL BASE)

DEMOLISH EXISTING GRAVEL PAVEMENT TO EXISTING

SUBGRADE

REMOVE UPPER 5" OF

EXISTING ASPHALT PAVEMENT

( 3" ASPHALT,

2" SOIL/GRAVEL BASE)

DEMOLISH EXISTING GRAVEL

PAVEMENT TO EXISTING

SUBGRADE

LIMITS OF WORK

GRAPHICAL SCALE: 1"=10'

10 5 0 10 20 30

NORTH

GRAPHICAL SCALE: 1"=10'

10 5 0 10 20 30

NORTH

GRAPHIC LEGEND:

LIMITS OF WORK

KEY NOTE LEGEND:

KEY NO. DESCRIPTION

1 INSTALL ASPHALT PAVEMENT

2 ASPHALT PAVEMENT

LIMITS OF WORK

CONTRACTOR TO ENSURE POSITIVE DRAINAGE AWAY

FROM EXISTING RESTROOM FACILITY AT A SLOPE OF

2% FOR 10 FEET. EXISTING DRAIN PIPE TO BE

EXTENDED.

ADD ALTERNATE 2

DEMOLITION PLAN:

ADD ALTERNATE 2

SITE PLAN:

SUBBASE, 6" THICK,

LIME FLY ASH TREATED

GRANULAR

BITUMINOUS CONCRETE WEARING

COURSE, 1.5" THICK, HMA OR WMA, HT POLYMER MODIFIED

BITUMINOUS CONCRETE BINDER

COURSE, 3.5" THICK, HMA OR WMA, HT

SUBGRADE (COMPACTED TO 98%

MAX DRY DENSITY PER ASTM D698)

TACK COAT

SUBBASE, 6" THICK, LIME FLY

ASH TREATED GRANULAR

MATERIAL

TOOLED JOINT W/ SPACING AS SHOWN

ON PLANS; TOOLING SHALL ALSO OCCUR

AROUND PERIMETER OF CONCRETE

PAVEMENT, TYP.

3/8"

CONTROL JOINT

EXPANSION JOINT

3/8"

PREMOULDED JOINT FILLER

TOOLED JOINT W/ 1/4" RADIUS;

EDGES AS SHOWN, TYP.

JOINT SEAL & BACKER ROD;

SEE SPECIFICATIONS

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

ALCORN COUNTY, MS

838CN3013

AUGUST 27, 2020 JPG ACS Dwg. of

Office of Design and

Construction Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

CORINTH NATIONAL CEMETERY

REPAIR ROADS

OCMI

(202) 607-7575

Fil e P ath : G

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T5

.D W

G

Gordon

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

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

PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

KOEHLER

(573) 335-3026

DT500

GENERAL DETAILS

NOT TO SCALE

CONCRETE VALLEY GUTTER

NOT TO SCALE

ASPHALT PAVEMENT SECTION

NOT TO SCALE

MOUNTABLE GUTTER

GENERAL NOTES:

1. CONTROL AND EXPANSION JOINTS TO BE SPACED PER PLANS. IF

SPACING IS NOT NOTED, UTILIZE MAX SPACING:

MAX SPACING FOR CONTROL JOINTS = 10'

MAX SPACING FOR EXPANSION JOINTS = 40'

2. LIGHT BRUSH FINISH

GENERAL NOTES:

1. CONTROL AND EXPANSION JOINTS TO BE SPACED PER PLANS. IF

SPACING IS NOT NOTED, UTILIZE MAX SPACING:

MAX SPACING FOR CONTROL JOINTS = 5'

MAX SPACING FOR EXPANSION JOINTS = 30'

2. LIGHT BRUSH FINISH

HEADER CURB

EDGE TO BE

PAINTED WITH

BITUMINOUS

MATERIAL

PAVEMENT

SURFACE

2"R

2" 2"

2"

14"

8"

NOT TO SCALE

HEADER CURB

GENERAL NOTES:

1. CONTROL AND EXPANSION JOINTS TO BE SPACED PER PLANS. IF

SPACING IS NOT NOTED, UTILIZE MAX SPACING:

MAX SPACING FOR CONTROL JOINTS = 5'

MAX SPACING FOR EXPANSION JOINTS = 30'

2. LIGHT BRUSH FINISH

MAX. SLOPE: 1/4":1'

NOTES:

1. CONSTRUCT 1/4"CONTROL JOINTS AT 4' INTERVALS. CONSTRUCT 1/2" EXPANSION JOINTS W/EXPANSION MATERIAL

AT 40' INTERVALS AND INTERSECTIONS WITH OTHER PATHS OR SIDEWALKS, RAMPS, DRIVEWAYS, CURBS, POLES

OR OTHER PERMANENT STRUCTURES.

2. CONCRETE SIDEWALK SURFACES SHALL HAVE A BROOM FINISH.

4" PORTLAND CEMENT

CONCRETE (3,000 PSI)

4" MDOT SIZE NO. 610 CRUSHED

STONE BASE

VARIES

NOT TO SCALE

CONCRETE SIDEWALK

DT500

NOT TO SCALE

HEAVY DUTY CONCRETE PAVEMENT SECTION

GENERAL NOTES:

1. CONTROL AND EXPANSION JOINTS TO BE SPACED PER PLANS. IF

SPACING IS NOT NOTED, UTILIZE MAX SPACING:

MAX SPACING FOR CONTROL JOINTS = 10'

MAX SPACING FOR EXPANSION JOINTS = 30'

2. CONCRETE PAVEMENT SURFACES SHALL HAVE A BROOM FINISH

6" PORTLAND CEMENT

CONCRETE (4,000 PSI)

6" MDOT SIZE NO. 610 CRUSHED

STONE BASE

SUBGRADE (COMPACTED TO 95%

PER ASTM D-98)

3' OF SOD (ZEON

ZOYSIA) TO BE CUT

TO MATCH

EXISTING GRADE

FINISH GRADE TO

BE 12" BELOW TOP

OF CURB

DT500

XXX6"X6" GALVANIZED W2.9XW2.9

WWF PLACED AT 12 CONCRETE

PAVEMENT THICKNESS

XXX6"X6" GALVANIZED W2.9XW2.9

WWF PLACED AT 12 CONCRETE

PAVEMENT THICKNESS

SUBGRADE (COMPACTED TO 95%

PER ASTM D-98)

3' OF SOD (ZEON

ZOYSIA) TO BE CUT

TO MATCH EXISTING

GRADE 3' OF SOD (ZEON ZOYSIA)

TO BE CUT TO MATCH

EXISTING GRADE

NOT TO SCALE

EXPANSION AND CONTROL JOINT DETAIL

GENERAL NOTES:

1. ASPHALT CEMENT AND TACK COAT TO COMPLY WITH MISSISSIPPI DEPARTMENT OF TRANSPORTATION

REQUIREMENTS.

AutoCAD SHX Text 10"R

AutoCAD SHX Text 1"

AutoCAD SHX Text 10"R

AutoCAD SHX Text

FOC

AutoCAD SHX Text

GUTTER

AutoCAD SHX Text 13.2"R

4"R