P02 885CM3015_Knoxville_BD_Submission_Plans.pdf

GRAVESITE YIELD SUMMARY

TOTAL NUMBER

OF GRAVESITES

IN-GROUND CREMAIN

SITES (4'x4')

CREMAIN PLOTS

KNOX COUNTY

KNOXVILLE, TENNESSEE

CORRECT CEMETERY FACILITY

CONDITION ASSESSMENT (FCA)

DEFICIENCIES

PROJECT NUMBER: 855CM3015

CONSTRUCTION DOCUMENTS

DRAWING INDEX

SITE/CIVIL

GI001 COVER SHEET

GI002 GENERAL NOTES, SYMBOLS AND ABBREVIATIONS

VL101 EXISTING CONDITIONS PLAN

GC101 CONSTRUCTION SEQUENCE PLAN

GC102 EROSION AND SEDIMENT CONTROL PLAN

GC501 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS

CD101 DEMOLITION PLAN

CS101 SITE LAYOUT PLAN

CG101 BURIAL SECTION GRADING ENLARGEMENT PLAN

CS501 SITE DETAILS

CS502 UNION SOLDIERS MONUMENT REPAIR AND MAINTENANCE DETAILS

ELECTRICAL

EL101 ELECTRICAL SITE PLAN

EL102 ELECTRICAL DETAILS

DRAWING DRAWING TITLE

Know what'sbelow.

before you dig.Call

R

KNOXVILLE NATIONAL CEMETERY

PREPARED BY

COVER SHEET

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

T

EGR I TY FEDERA

L

S ERV I C E S

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

KNOXVILLE, TENNESSEE

855CM3015

MARCH 21, 2024 DCW RJP

Office of Design and

Construction

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

KNOXVILLE NATIONAL CEMETERY

CORRECT CEMETERY FACILITY CONDITION

ASSESSMENT (FCA) DEFICIENCIES

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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

GRI TY FEDERAL

SERV I CE S

Holt Engineering & Consulting

(208) 615-9576

GI001

U.S. Department of Veterans Affairs

AutoCAD SHX Text

LOCATION MAP SCALE: 1"=1,000'

AutoCAD SHX Text

VICINITY MAP NTS

AutoCAD SHX Text

PROJECT LOCATION

AutoCAD SHX Text

PROJECT LOCATION

AutoCAD SHX Text

KNOXVILLE

AutoCAD SHX Text

N. CENTRAL ST.

AutoCAD SHX Text

N. BROADWAY

AutoCAD SHX Text

N. HALL OF FAME DR.

AutoCAD SHX Text

FIFTH AVE.

AutoCAD SHX Text

WOODLAND AVE.

AutoCAD SHX Text

BAXTER AVE.

AutoCAD SHX Text

BERNARD AVE.

AutoCAD SHX Text I-275

AutoCAD SHX Text I-40, I-75

AutoCAD SHX Text

WRAY ST.

AutoCAD SHX Text

TYSON ST.

AutoCAD SHX Text

COOPER ST.

EXISTING PROPOSED

BOUNDARY/RIGHT-OF-WAY LINE

ADJACENT BOUNDARY LINE

EASEMENT LINE

ROAD CENTERLINE

HEADER CURB

CURB & GUTTER

EDGE OF PAVEMENT

CHAIN LINK FENCE

OVERHEAD UTILITY LINE

UNDERGROUND UTILITY LINE

WATER MAIN

BUILDINGS

SIDEWALK

SANITARY SEWER MAIN

STORM SEWER LINE

TREES/SHRUBS

LIMITS OF WORK

INDEX CONTOUR LINE

INTERMEDIATE CONTOUR LINE

SPOT ELEVATIONS

MISCELLANEOUS SIGNS

SITE LIGHT WITH POLE

DRIP LINE OF TREES

REVERSE CURB

543.6

TO BE

REMOVED

TO

REMAIN

BOARD FENCE

8" W/M8" W/M

8" PVC SAN. SEW.

15" HDPE

TRANS.CURB

SOIL BOUNDARY

HbB HgC

WIRE FENCE

EDGE OF GRAVEL

GUARDRAIL

CIVIL LEGEND:

EDGE OF CONCRETE

LP

SANITARY SEWER CLEAN-OUT

SANITARY SEWER MANHOLE

STORM SEWER MANHOLE

STORM SEWER DROP INLET

STORM SEWER CURB INLET

STORM SEWER RIP-RAP

STORM SEWER END SECTION

FIRE HYDRANT

WATER VALVE

WATER METER

MAIL BOX

UTILITY POLE

FEATURE WALL

OVERHEAD COMMUNICATIONS LINE

UNDERGROUND COMMUNICATIONS LINE

BUILDING MOUNTED LIGHT

UTILITY POLE GUY WIRE

SANITARY SEWER FORCE MAIN

8" PVC SAN. SEW.

15" HDPE

EX. CC RBF

CONCRETE MONUMENT/IRON REBAR

TBSCC-TBSIPF

UNDERGROUND GAS LINE

C3

CO

45 0

GS 45 0

TC 45 0

INV

EX.

EX.

X

CO

MB

MONVDH

EX. VDH

ABBREVIATIONS:

HEADSTONE FACE DIRECTION

BURIAL CRYPT PLOTS

GRAVESITE GRID MONUMENT

CONCRETE SECTION MARKER

DRAINAGE FLOW ARROW

DETAIL LABEL

KEYNOTE REFERENCE LABEL

GRANITE SECTION MARKER

F

PRE-PLACED CRYPTS

INTERIOR CRYPT (TYP.)

PERIMETER CRYPT (TYP.)

XX

LIMITS OF GRADING

LIMITS OF CLEARING

XX

XXXXX

WETLANDS

IN-GROUND CREMAIN SITES

FLAG SLEEVES

FLAG POLEF

DETAIL NO.

SHEET REFERENCE

DIRECTION OF TRAFFIC ARROWS

FEATURE WALL

33 32

TEST PIT LOCATION

A AREA OR ARC

AC ACRE

ADA AMERICANS WITH DISABILITIES ACT

ADMIN ADMINISTRATION

AGE ABOVE GROUND ELECTRIC

AGEC ABOVE GROUND ELECTRIC CONDUIT

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

APPROX APPROXIMATE

ARCH ARCHITECTURAL

ASPH ASPHALT

AST ABOVE-GROUND STORAGE TANK

ATS ACTIVE TREATMENT SYSTEM

AVE AVENUE

AWWA AMERICAN WATER WORKS ASSOCIATION

A/C AIR CONDITIONING

BC BOTTOM OF CURB

BF BASEMENT FLOOR

BFP BACKFLOW PREVENTER

BFV BUTTERFLY VALVE

BITUM BITUMINOUS

BL BASE LINE

BLDG BUILDING

BLVD BOULEVARD

BM BENCHMARK, BASELINE MARKER

BMP BEST MANAGEMENT PRACTICES

BOE BOTTOM OF EXCAVATION

BOV BLOW OFF VALVE

BRG BEARING

BRL BUILDING RESTRICTION LINE

BV BALL VALVE

BW BOTTOM OF WALL

C COEFFICIENT OF RUNOFF

CALC CALCULATE

CB CATCH BASIN OR CHORD BEARING

CC CENTER TO CENTER

CCTV CLOSED CIRCUIT TELEVISION

CD CONSTRUCTION DOCUMENTS, CONTRACT DOCUMENTS OR CHECK DAM

CDW CHILLED DRINKING WATER

CDWR CHILLED DRINKING WATER RETURN

CDWS CHILLED DRINKING WATER SUPPLY

CE CONSTRUCTION ENTRANCE

CEM CEMENT OR CEMETERY

CF CONTRACTOR FURNISHED

CFS CUBIC FEET PER SECOND OR COMPOST FILTER SOCK

CG CURB AND GUTTER

CHD CHORD

CIP CAST IRON PIPE OR CULVERT INLET PROTECTION

CJ CONTRACTION JOINT

CL CENTERLINE, CLASS

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CN CURVE NUMBER

CND CONDUIT

CNR CORNER

CO CLEANOUT

COL COLUMN

COMM COMMUNICATIONS

CONC CONCRETE

COND CONDITION OR CONDENSER

CONF CONFERENCE

CONN CONNECTION

CON CONTAMINATED

CONSTR CONSTRUCTION

CONT CONTINUATION

CONTR CONTRACT OR CONTRACTOR

COR CONTRACTING OFFICER'S REPRESENTATIVE

COTG CLEANOUT TO GRADE

COV COVER OF CUT OFF VALVE

CPv CHANNEL PROTECTION VOLUME

CPPE CONSERVATION PRACTICE PHYSICAL EFFECTS

CPP CORRUGATED PLASTIC PIPE

CRN CROWN

CSB CONCRETE SPLASH BLOCK

CSI CONSTRUCTION SPECIFICATIONS INSTITUTE

CSS COMMITTAL SERVICE SHELTER

CSP CONCRETE SEWER PIPE

CT COURT

CTR CENTER OR CONTOUR

CTRL CONTROL

CTS COOLING TOWER SUPPLY

CTV CABLE TELEVISION

CV CONTROL VALVE

CW CLOCKWISE OR CONCRETE WASHOUT

CWP COLD WATER PIPING

D DEPTH

DAT DATUM

DB DEED BOOK; DESIGN-BUILD; DRAIN BASIN

DBL DOUBLE

DD DIVERSION DIKE

DEG DEGREE

DEMO DEMOLITION

DEPT DEPARTMENT

DESC DESCRIPTION

DET DETAIL

DI DROP INLET

DIA DIAMETER

DIFF DIFFERENCE

DIP DUCTILE IRON PIPE

DIST DISTANCE

DM DROP MANHOLE

DOC DOCUMENT

DOM DOMESTIC

DR DRIVE

DRE DECOMPOSED ROCK ELEVATION

DS DOWNSPOUT

DWG DRAWING

D/W DRIVEWAY

D DELTA

EA EACH

EBL EAST BOUND LANE

EC EDGE OF CONCRETE

ECL EROSION CONTROL LOG

EG EDGE OF GUTTER

EJ EXPANSION JOINT

ELEV ELEVATION

ELEC ELECTRICAL

ENTR ENTRANCE

EOI END OF INFORMATION

EP EDGE OF PAVEMENT

EPA ENVIRONMENTAL PROTECTION AGENCY

E&S EROSION & SEDIMENT

ES END SECTION

ESMT EASEMENT

ETO EARLY TURNOVER

EPT EXTERNAL PIPE THREAD

EQ EQUAL

EW END WALL

EXP EXPANSION

EX EXISTING

EXT EXTERIOR

FAR FLOOR AREA RATIO

FC FACE OF CURB

FD FOUNTAIN DRAIN

FF FIRST FLOOR OR FINISHED FLOOR

FG FINISHED GRADE

FH FIRE HYDRANT

FIN FINISHED

FLR FLOOR

FN FENCE

FP FLOOD PLAIN

FOC FACE OF CURB

FOTG FIELD OFFICE TECHNICAL GUIDE

FOY FOYER

FP FLAG POLE OR FIRE PROTECTION

FPS FEET PER SECOND

FR FROM

FS FILTER SOCK

FT FEET

FWS FLOWER WATERING STATION

G GAS

GAL GALLON

GDR GUARD RAIL

GEN GENERATOR

GFA GROSS FLOOR AREA

GIP GALVANIZED IRON PIPE

GL GROUND LEVEL

GOVT GOVERNMENT

GR GRADE

GR GUARD RAIL

GS GROUND SHOT

H HORIZONTAL

HC HANDICAP

HCP HANDICAPPED

HDPE HIGH DENSITY POLYETHYLENE

HDR HEADER

HDWL HEADWALL

HGL HYDRAULIC GRADE LINE

HH HAND HOLE

HLBC HOT LAID BITUMINOUS CONCRETE

HMA MOT-MIX ASPHALT

HP HIGH POINT OR HIGH PRESSURE

HR HAND RAIL

HT HEIGHT

HW HOT WATER

HWSR HOT WATER SUPPLY & RETURN

HWY HIGHWAY

HYD HYDRANT

HYDR HYDRAULIC

I RAINFALL INTENSITY

ID INSIDE DIAMETER

IGC IN-GROUND CRYPT

IN INCH

INV INVERT

IP IRON PIPE OR INLET PROTECTION

IPF IRON PIPE FOUND

IPS IRON PIPE SET

IRR IRRIGATION

IW IRRIGATION WATER

JB JUNCTION BOX

K ONE THOUSAND (KILO)

KWY KEYWAY

L LENGTH

LAT LATERAL

LF LINEAR FEET

LOC LOCATION

LONG LONGITUDE

LOS LINE OF SIGHT

LP LOW POINT OR LOW PRESSURE

LT LIGHT OR LEFT

LL LOWER LEVEL

M MARKER

MAINT MAINTENANCE

MAT MATERIAL

MAX MAXIMUM

MB MAIL BOX

MECH MECHANICAL

MED MEDIUM

MEMO MEMORANDUM

MEP MECHANICAL, ELECTRICAL, PLUMBING

MFG MANUFACTURING

MGT MANAGEMENT

MH MANHOLE

MI MILE

MIN MINIMUM

MISC MISCELLANEOUS

ML MATERIALS LIST

MN MAGNETIC NORTH

MOD MODEL OR MODIFY

MON MONUMENT

MS MEDIAN STRIP

MSL MEAN SEA LEVEL

MTG MEETING

MTL MATERIAL

MULT MULTIPLE

MUNIC MUNICIPAL

N NORTH

N/F NOW OR FORMERLY

NA NOT APPLICABLE

NAT NATURAL

NATL NATIONAL

NBC NATIONAL BUILDING CODE

NBL NORTH BOUND LANE

NCA NATIONAL CEMETERY ADMINISTRATION

NCPS NATIONAL CONSERVATION PRACTICE STANDARDS

NCTCOG NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS

NE NOT EXCEEDING

NFA NET FLOOR AREA

NHCP NATIONAL HANDBOOK OF CONSERVATION PRACTICES

NIC NOT IN CONTRACT

NO NUMBER

NOI NOTICE OF INTENT

NOM NOMINAL

NPDES NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM

NRCP NON-REINFORCED CONCRETE PIPE

NRCS NATURAL RESOURCES CONSERVATION SERVICE

NTP NOT TO PROCEED

NTS NOT TO SCALE

OC ON CENTER

OCEW ON CENTER EACH WAY

OD OUTSIDE DIAMETER

OFB ORGANIC FILTER BERM

OFD OVERFLOW DRAIN

OFT ORGANIC FILTER TUBE

OH OVERHANG

OHC OVERHEAD COMMUNICATIONS

OHE OVERHEAD ELECTRIC

OP OUTLET PROTECTION

OS OVER-SIZED

OZ OUNCE

P PERIMETER, RAINFALL DEPTH

PAR PARALLEL

PAT PATTERN

PB PULL BOX

PC POINT OF CURVATURE

PCA PORTLAND CEMENT ASSOCIATION

PCC POINT OF COMPOUND CURVE

PCEP POINT OF CURVE, EDGE OF PAVEMENT

PCT PERCENT

PCTC POINT OF CURVE, TOP OF CURB

PERF PERFORATED

PED PEDESTAL

PG PAGE

PGL POINT OF GRADE LINE

PH PROFILE HOLE

PI POINT OF INTERSECTION

PIC PUBLIC INFORMATION CENTER

PIV POST INDICATOR VALVE

PL PROPERTY LINE

POTW POTABLE WATER

PP POLYPROPYLENE (PLASTIC)

PPC PRE-PLACED CRYPT

PRC POINT OF REVERSE CURVE

PRELIM PRELIMINARY

POTW PUBLICLY-OWNED TREATMENT WORKS

PROP PROPOSED

PSI POUNDS PER SQUARE INCH

PSL PIPE SLEEVE

PT POINT OF TANGENCY

PTS PASSIVE TREATMENT SYSTEM

PV PRIVATE VAULT

PVC POLY VINYL CHLORIDE (PLASTIC PIPE)

PVI POINT OF VERTICAL INTERSECTION

PVMT PAVEMENT

PVT POINT OF VERTICAL TANGENCY

P&P PLAN AND PROFILE

Q FLOW, AMOUNT OF RUNOFF

Qf EXTREME FLOOD VOLUME Qp OVERBANK FLOOD PROTECTION VOLUME

QTR QUARTER

QTY QUANTITY

QUAD QUADRANT

QUAL QUALITY

R RISER, RADIUS

RAD RADIANS

RCN RUNOFF CURVE NUMBER

RCP REINFORCED CONCRETE PIPE, REFLECTED CEILING PLAN

RD ROAD, ROOF DRAIN

RDC REDUCER

RE RESIDENT ENGINEER

REP REPAIR

REQ REQUIRED

REV REVISION

REv RECHARGE VOLUME

RGP ROUGH GRADING PLAN

RPA RESOURCE PROTECTION AREA

RR RAILROAD

RTE ROUTE

RT RIGHT

RV RELIEF VALVE

RW RETAINING WALL

R/W RIGHT-OF-WAY

SAN SANITARY

SB SPLASH BLOCK OR SEDIMENT BASIN

SBL SOUTH BOUND LANE

SCF SEDIMENT CONTROL FENCE

SCHED SCHEDULE

SD STORM DRAIN

SDMH STORM DRAIN MANHOLE

SEC SECTION

SEG SEGMENT

SEL SELECT

SEW SEWER

SF SQUARE FEET OR SILT FENCE

SSF SUPER SILT FENCE

SJ SCORED JOINT

SLV SLEEVE

SM SECTION MARKER

SMH STEAM MANHOLE

SOV SHUT OFF VALVE

SP SITE PLAN

SPEC SPECIFICATION

SPKLR SPRINKLER

SQ SQUARE

SS SANITARY SEWER, STORM SEWER OR STEAM SUPPLY

ST STREET OR SEDIMENT TRAP

STA STATION

STD STANDARD

STE STEAM

STK STACK

STM STORM

SUPT SUPPORT

SURV SURVEY

SVC SERVICE

SWM STORMWATER MANAGEMENT

S/W SIDEWALK

SWPPP STORM WATER POLLUTION PREVENTION PLAN (SWP3)

SWG SEWAGE

Sx CROSS SLOPE

SYM SYMBOL

T TANGENT

T&M TIME AND MATERIALS

TB TEST BORE

TC TOP OF CURB

Tc TIME OF CONCENTRATION

TCEQ TEXAS COMMISSION ON ENVIRONMENTAL QUALITY

TCP TERRA COTTA PIPE, TRAFFIC CONTROL PLAN

TELE TELEPHONE

TH TEST HOLE

TNL TUNNEL

TOB TOP OF BANK

TOC TOP OF CURB

TOP TOP OF PAVEMENT

TOPO TOPOGRAPHY

TP TEST PIT, TELEPHONE POLE, OR TREE PROTECTION

TPDES TEXAS POLLUTANT DISCHARGE ELIMINATION SYSTEM

TW TOP OF WALL

TXDOT TEXAS DEPARTMENT OF TRANSPORTATION

TYP TYPICAL

UD UNDERDRAIN

U/G UNDERGROUND

UGC UNDERGROUND COMMUNICATIONS

UGE UNDERGROUND ELECTRIC

UFC UNIFORM FIRE CODE

UL UPPER LEVEL

UON UNLESS OTHERWISE NOTED

UP UTILITY POLE

USACE U.S. ARMY CORPS OF ENGINEERS

USDA U.S. DEPARTMENT OF AGRICULTURE

UTIL UTILITY

V VERTICAL

VA VETERANS ADMINISTRATION, VIRGINIA

VAR VARIES

VC VERTICAL CURVE

VEL VELOCITY

VERT VERTICAL

VF VERTICAL FOOT

VIC VICINITY

VID VIDEO

VIF VERIFY IN FIELD

VOL VOLUME

W WATER, WEST OR WIDE

W/ WITH

W/O WITHOUT

WBL WEST BOUND LANE

WI WROUGHT IRON

WL WATER LINE

WM WATER MAIN OR WATER METER

WO WORK ORDER

WQv WATER QUALITY VOLUME

WSE WATER SURFACE ELEVATION

WT WATER TIGHT

WW WASTE WATER

X-ING CROSSING

YI YARD INLET

YR YEAR

Z SIDE SLOPES

GENERAL NOTES:

1. PROPOSED SITE IMPROVEMENTS FOR 'KNOXVILLE NATIONAL CEMETERY CORRECT CEMETERY FACILITY CONDITION ASSESSMENT (FCA) DEFICIENCIES' INCLUDES, BUT IS NOT

LIMITED TO, REGRADING AND EXPANSION OF IN GROUND CREMAIN SITE CS, REPLACEMENT OF THE EXISTING LIGHTING AT THE EXISTING FLAG POLE LOCATION, CONSTRUCTION OF ELECTRICAL CONDUIT FROM THE EXISTING ADMINISTRATION BUILDING TO THE FLAG POLE AREA, RELOCATION OF THE EXISTING POW/MIA FLAG, AND ADDRESSING THE DEFICIENCIES OF THE UNION SOLDIERS' MONUMENT. THE PROJECT IS LOCATED AT 939 TYSON STREET IN THE CITY OF KNOXVILLE, TENNESSEE.

2. THE TOPOGRAPHIC CONTOUR INTERVAL IS ONE (1) FOOT. TOPOGRAPHIC INFORMATION IS BASED ON A COMBINATION OF A FIELD ON A FIELD SURVEY DATED JUNE 29, 2018 PREPARED BY LOWE ENGINEERS AND PREVIOUS GRADING WORK FROM VA PROJECT 855CM3014 DATED MARCH 1, 2019. VERTICAL DATUM IS REFERENCED TO NAVD88. THE

HORIZONTAL DATUM IS REFERENCED TO NAD 1983 TENNESSEE STATE PLANE.

3. THE SUBJECT PROPERTY IS LOCATED ON F.E.M.A. MAP 47093C0281G DATED AUGUST 5, 2013. NO PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100-YEAR FLOODPLAIN

AREA (ZONE A).

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

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

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

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

FREQUENTLY AS REQUIRED.

7. AFFECT OF WORK ON PUBLIC ACCESS SHALL BE MINIMAL AND SHALL BE COORDINATED WITH THE CEMETERY DIRECTOR. ANY ALTERED PUBLIC TRAFFIC ROUTES SHALL BE WELL DEFINED WITH PROFESSIONALLY MADE SIGNAGE AND/OR OTHER APPROVED CONVENTIONAL METHODS. CONTRACTOR SHALL PROVIDE TWO SIGNS SIMILAR TO THE CEMETERY'S "PARDON OUR APPEARANCE" SIGNS. SIZE TO BE A MINIMUM OF 4'X5' HIGH MOUNTED ON TWO 4"X4" POSTS, PLACED IN A LOCATION AS DETERMINED BY THE CEMETERY DIRECTOR. TEXT SIZE SHALL BE MAXIMUM SIZE PROPORTIONAL TO WIDTH/HEIGHT OF SIGN. TEXT WILL BE PROVIDED BY CEMETERY DIRECTOR.

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

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

CONSTRUCTION NOTES:

1. THE CONTRACTOR IS 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 TENNESSEE STATE DEPARTMENT OF TRANSPORTATION CONSTRUCTION STANDARDS AND SPECIFICATIONS, WHERE APPLICABLE.

3. THE CONTRACTOR SHALL CONTACT TENNESSEE ONE CALL SYSTEM, INC. AT 1-800-351-111 OR 811 A MINIMUM OF SEVENTY-TWO (72) HOURS PRIOR TO ANY EXCAVATION, DEMOLITION OR OTHER EARTH DISTURBING ACTIVITIES WITHIN AREAS SERVED BY UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING THE

PRESENCE OF ANY UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION.

4. EXISTING UNDERGROUND UTILITIES SHOWN HEREIN HAVE BEEN LOCATED FROM VISIBLE EVIDENCE AND RECORD DRAWINGS FROM PREVIOUS CEMETERY PROJECTS. 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. INTEGRITY FEDERAL SERVICES 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. INTEGRITY FEDERAL SERVICES DOES NOT CERTIFY TO THE SUB-SURFACE CONDITIONS OF THE SITE OR THE LOCATION OF UNDERLYING ROCK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DIGGING OF TEST HOLES TO VERIFY SUB-SURFACE CONDITIONS PRIOR TO BEGINNING ANY CONSTRUCTION.

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

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

8. 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.

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 CONSTRUCTABILITY IMPOSSIBLE. ANY OBSERVATIONS REGARDING APPARENT INCONSISTENCIES IN THE PLANS SHALL BE BROUGHT TO THE

CONTRACTING OFFICER'S 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. 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.

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

KNOXVILLE, TENNESSEE

855CM3015

MARCH 21, 2024 DCW RJP

Office of Design and

Construction

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

KNOXVILLE NATIONAL CEMETERY

CORRECT CEMETERY FACILITY CONDITION

ASSESSMENT (FCA) DEFICIENCIES

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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

GRI TY FEDERAL

SERV I CE S

Holt Engineering & Consulting

(208) 615-9576

GI002

GENERAL NOTES, SYMBOLS, AND

ABBREVIATIONS

UNION SOLDERS'

MONUMENT

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

G

G

G

G

G

EX. FLOOD LIGHT

EX. FLOOD LIGHT

EX. FLOOD LIGHT

EX. FLOOD LIGHT

APPOROX. LOCN.

OF EX. POW/MIA FLAG

EX.

FLAGPOLE

APPROX. EDGE

OF EXISTING

BURIALS

APPROX. LOCN

OF EX. GRID

MONUMENT

MARKERS

APPROX. LOCN

OF EX. GRID

MONUMENT

MARKERS

PLAQUE

PLAQUE

SIGN

PLAQUE

CONCRETE FLUME

ROCK WALL

EX.

RIGHT-OF-WAY

EX.

RIGHT-OF-WAY

EXISTING CONDITIONS PLAN

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

KNOXVILLE, TENNESSEE

855CM3015

MARCH 21, 2024 DCW RJP

Office of Design and

Construction

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

KNOXVILLE NATIONAL CEMETERY

CORRECT CEMETERY FACILITY CONDITION

ASSESSMENT (FCA) DEFICIENCIES

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1.D

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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

GRI TY FEDERAL

SERV I CE S

Holt Engineering & Consulting

(208) 615-9576

GRAPHICAL SCALE: 1"=20'

20 10 0 20 40 60

VL101

NOTES:

1. PRIOR TO ANY WORK, CONTRACTOR'S SURVEYOR TO ESTABLISH

SURVEY CONTROL WITH VERTICAL DATUM REFERENCED TO NAVD

88 AND HORIZONTAL DATUM REFERENCED TO NAD 1983

TENNESSEE STATE PLANE. CONTRACTOR'S SURVEYOR SHALL

THEN SURVEY THE 4 EXISTING GRID MONUMENT MARKERS

INDICATED ON THE PLAN LOCATED BETWEEN THE

ADMIN/MAINTENANCE BUILDING AND BURIAL SECTION CS.

RECORDING THE HORIZONTAL COORDINATES OF THE MARKERS

FOR REESTABLISHMENT AFTER COMPLETION OF GRADING.

AutoCAD SHX Text

ADMIN/MAINT BLDG

AutoCAD SHX Text

1-STORY ±1,150 SF

AutoCAD SHX Text

COMMITTAL SHELTER

AutoCAD SHX Text

FFE=917.50

AutoCAD SHX Text

FFE=918.67

AutoCAD SHX Text

FFE=920.67

AutoCAD SHX Text

CO

AutoCAD SHX Text

CO

AutoCAD SHX Text

4" PVC @ 0.5%

AutoCAD SHX Text

4" PVC UNDERDRAIN

AutoCAD SHX Text

4" PVC UNDERDRAIN

AutoCAD SHX Text

PB

AutoCAD SHX Text

INV. 918.53

AutoCAD SHX Text

CP-4

AutoCAD SHX Text

CP-3

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text

DI

AutoCAD SHX Text N48%%d56'31"E

AutoCAD SHX Text

4"PVC

AutoCAD SHX Text G.V.

AutoCAD SHX Text V

AutoCAD SHX Text

CONCRETE FLUME

AutoCAD SHX Text

ASPHALT DRIVE

AutoCAD SHX Text

2' ROLLBACK CURB (TYP.)

AutoCAD SHX Text

ASPHALT DRIVE

AutoCAD SHX Text

2' CURB & GUTTER

AutoCAD SHX Text

WATER VALVE

AutoCAD SHX Text

UTILITY POLE (TYP.)

AutoCAD SHX Text

36" WHITE OAK

AutoCAD SHX Text

42" WHITE OAK

AutoCAD SHX Text

WRAY STREET

AutoCAD SHX Text

BERNARD AVENUE

AutoCAD SHX Text

50' RIGHT-OF-WAY

AutoCAD SHX Text

TRENCH DRAINS

AutoCAD SHX Text

4"PVC

AutoCAD SHX Text

4"PVC

AutoCAD SHX Text

TRENCH DRAIN

AutoCAD SHX Text

TRENCH DRAIN

TYSON STREET

OHE

OHE

OHE

OHE

G

G SAF

SAF

SAF

SAF

TYSON STREET

BERNARD AVENUE

COOPER STREET

UNION SOLDIERS'

MONUMENT

ADMINISTRATION /

MAINTENANCE

FACILITY

COMMITTAL

SERVICE SHELTER

FLAG POLE AREA

OLD GRAY CEMETERY

SAFETY SIGN

LOCATION

SUBJECT TO COR

APPROVAL IN FIELD

CONSTRUCTION SEQUENCE PLAN

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

KNOXVILLE, TENNESSEE

855CM3015

MARCH 21, 2024 DCW RJP

Office of Design and

Construction

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

KNOXVILLE NATIONAL CEMETERY

CORRECT CEMETERY FACILITY CONDITION

ASSESSMENT (FCA) DEFICIENCIES

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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

GRI TY FEDERAL

SERV I CE S

Holt Engineering & Consulting

(208) 615-9576

GRAPHICAL SCALE: 1"=20'

20 10 0 20 40 60

GC101

GENERAL CONSTRUCTION REQUIREMENTS:

BEFORE ANY GENERAL CONSTRUCTION ACTIVITIES MAY COMMENCE, THE CONTRACTOR SHALL:

1. RETAIN A PRIVATE UNDERGROUND LOCATOR SERVICE AT THEIR COST AND HAVE THEM PERFORM THE TRACING AND MARKING OF ALL THE ONSITE BELOW GRADE IMPROVEMENTS WITHIN OR ADJOINING THE CONTRACTOR WORK AREAS FOR THE PROJECT, WALK THE CONSTRUCTION AREAS WITH THE COR AND, IF REQUESTED BY THE COR, ADJUST THE LOCATIONS OF THE NEW WORK AS REQUIRED TO AVOID CONFLICTS, DAMAGE, OR UNINTENDED INTERRUPTIONS OF THE SERVICES BEING PROVIDED BY THE UNDERGROUND FACILITIES. CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL PAINT MARKINGS UPON COMPLETION OF

WORK.

2. OBSERVE AND DOCUMENT THE FUNCTIONALITY OF THE IRRIGATION SYSTEM IN THE VICINITY OF THE CONSTRUCTION AREA. DAMAGED OR NONFUNCTIONAL IRRIGATION SYSTEM EQUIPMENT NOT IDENTIFIED AS BEING DAMAGED OR NON-FUNCTIONAL DURING THE PRE-CONSTRUCTION SURVEY SHALL BE FULLY REPAIRED AND MADE FUNCTIONAL IMMEDIATELY UPON DETECTION OF ANY DAMAGE, AT NO ADDED COST TO THE

OWNER.

3. COMPLETE INSTALLATION OF EROSION AND SEDIMENT CONTROL FOR THE WORK AREAS WHERE WORK WILL BE PERFORMED. INSTALL IMMEDIATELY PRIOR TO THE START OF THE WORK IN ACCORDANCE WITH THE

APPROVED EROSION AND SEDIMENT CONTROL PLAN.

4. THE CONTRACTOR MAY REQUEST USE OF EXISTING MAINTENANCE AREA AND OPEN SPACES THROUGHOUT THE CEMETERY FOR SECONDARY STAGING. USE OF SUCH OPEN AREAS MUST APPROVED BY THE COR AND

MUST BE DETERMINED TO BE OUT OF THE WAY OF DAILY OPERATIONS.

5. TOPSOIL DISTURBED DURING CONSTRUCTION TO BE REPLACED WITH CLEAN TOPSOIL THAT MEETS PLANTING SPEC 32 90 00. BACKFILL CONTAINING CLAY SUBSOIL, ROCKS, PAVEMENT, OR OTHER DEBRIS SHALL NOT BE

PERMITTED.

6. COMPLETE ANY AND ALL OTHER CONTRACTUAL REQUIREMENTS AS IDENTIFIED ELSEWHERE IN THE

CONSTRUCTION DOCUMENTS.

7. ALL CONSTRUCTION ACTIVITIES WILL BE COORDINATED WITH THE NASHVILLE NATIONAL CEMETERY DIRECTOR

AND THE COR.

MAINTENANCE OF TRAFFIC

1. TEMPORARY SIGNAGE IS REQUIRED THROUGHOUT THE PROJECT TO FACILITATE PUBLIC ACCESS TO THE

CEMETERY AND ADVANCE NOTIFICATION OF CONSTRUCTION ACTIVITIES.

2. CONTRACTOR SHALL USE THE PRIMARY CONSTRUCTION ACCESS IDENTIFIED IN THE CONSTRUCTION

DOCUMENTS UNLESS OTHERWISE AUTHORIZED IN ADVANCE BY THE COR.

3. EXISTING ROADWAYS SHALL REMAIN CLEAN AND FREE OF DEBRIS. ALL DEBRIS SHALL BE REMOVED AS IT

OCCURS.

4. CONTRACTOR SHALL MAINTAIN CEMETERY ROADS USED DURING CONSTRUCTION ACTIVITIES THROUGH

REGULAR STREET SWEEPING.

5. CONTROL TRUCK AND EQUIPMENT MOVEMENT SO THEY DO NOT TRANSIT BETWEEN ONGOING SERVICES AT THE COMMITTAL SERVICE SHELTERS. CONTRACTOR SHALL ENSURE THE NOISE FROM TRUCK AND EQUIPMENT TRAFFIC DOES NOT INTERFERE WITH FUNERAL SERVICES AT THE COMMITTAL SERVICE SHELTERS.

SEQUENCE OF CONSTRUCTION:

1. CONTRACTOR TO KEEP ONE LANE/PATH CLEAR FOR CEMETERY OPERATIONS AT ALL TIMES.

2. CONFIRM ALL APPLICABLE LOCAL, STATE AND REGULATORY AGENCY PERMITS.

3. INSTALL TEMPORARY CONSTRUCTION FENCING AND TEMPORARY SIGNAGE. PLACE AND SAFETY SIGN AS

DIRECTED BY COR. SEE DETAILS 4 & 5 ON SHEET CS501 FOR SIGNAGE AND FENCE DETAILS.

4. COMPLETE INSTALLATION OF EROSION AND SEDIMENT CONTROLS FOR THE WORK AREAS WHERE WORK WILL BE PERFORMED. INSTALL IMMEDIATELY PRIOR TO THE START OF THE WORK IN ACCORDANCE WITH THE

APPROVED EROSION AND SEDIMENT CONTROL PLAN.

5. COMPLETE WORK IN AREAS IN THE FOLLOWING ORDER (LIST IS NOT INTENDED TO BE ALL INCLUSIVE):

5.1. COMPLETE GRADING AND SITE IMPROVEMENTS FOR IN-GROUND CREMATION AREA "CS". AREA TO BE

SODDED ONCE EARTHWORK IS COMPLETED.

5.2. INSTALL NEW CONDUIT FROM EXISTING ADMINISTRATION/MAINTENANCE FACILITY TO THE FLAG POLE

AREA.

5.3. REPLACE EXISTING FLOOD LIGHTS WITH NEW LED LIGHTING.

5.4. CONSTRUCT NEW POW/MIA FLAG POLE.

5.5. PLACE STONE BEHIND ADMINISTRATION/MAINTENANCE FACILITY.

6. COMPLETE RENOVATIONS TO THE UNION SOLDIERS' MONUMENT. THIS WORK MAY BE COMPLETED

CONCURRENTLY WITH STEP 5.

LIMITS OF WORK

CONTRACTOR

CONSTRUCTION ACCESS

GRAPHIC LEGEND:

LIMITS OF WORK

LIMITS OF GRADING

CONSTRUCTION SAFETY FENCESAF

AutoCAD SHX Text

CO

AutoCAD SHX Text

CO

AutoCAD SHX Text

PB

AutoCAD SHX Text

CP-4

AutoCAD SHX Text

CP-3

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text

DI

AutoCAD SHX Text N48%%d56'31"E

AutoCAD SHX Text

4"PVC

AutoCAD SHX Text G.V.

AutoCAD SHX Text V

AutoCAD SHX Text

WATER VALVE

AutoCAD SHX Text

UTILITY POLE (TYP.)

AutoCAD SHX Text

4"PVC

4"PVC

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

G

G

G

G

G

EX. FLOOD LIGHT

EX. FLOOD LIGHT

EX. FLOOD LIGHT

EX. FLOOD LIGHT

APPOROX. LOCN.

OF EX. POW/MIA FLAG

EX.

FLAGPOLE

APPROX. EDGE

OF EXISTING

BURIALS

APPROX. LOCN

OF EX. GRID

MONUMENT

MARKERS

APPROX. LOCN

OF EX. GRID

MONUMENT

MARKERS

PLAQUE

PLAQUE

SIGN

PLAQUE

CONCRETE FLUME

ROCK WALL

EX.

RIGHT-OF-WAY

EX.

RIGHT-OF-WAY

SF

SF

SF

SF

SF

SF

SF

SF

SAF

SAF

CE

SAF

SAF

SAF

SAF

SA

F

SAF

SAF

SAF

SAF

SFSF SILT FENCE

LIMITS OF WORK

EROSION & SEDIMENT CONTROL LEGEND

SYMBOLKEY DESCRIPTION

LIMITS OF GRADING

DETAIL/PG

SAF CONSTRUCTION SAFETY FENCESAF

CE CONSTRUCTION ENTRANCE

EROSION AND SEDIMENT

CONTROL PLAN

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

KNOXVILLE, TENNESSEE

855CM3015

MARCH 21, 2024 DCW RJP

Office of Design and

Construction

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

KNOXVILLE NATIONAL CEMETERY

CORRECT CEMETERY FACILITY CONDITION

ASSESSMENT (FCA) DEFICIENCIES

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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

GRI TY FEDERAL

SERV I CE S

Holt Engineering & Consulting

(208) 615-9576

GRAPHICAL SCALE: 1"=20'

20 10 0 20 40 60

GC102

AutoCAD SHX Text

ADMIN/MAINT BLDG

AutoCAD SHX Text

1-STORY ±1,150 SF

AutoCAD SHX Text

COMMITTAL SHELTER

AutoCAD SHX Text

FFE=917.50

AutoCAD SHX Text

FFE=918.67

AutoCAD SHX Text

FFE=920.67

AutoCAD SHX Text

CO

AutoCAD SHX Text

CO

AutoCAD SHX Text

4" PVC @ 0.5%

AutoCAD SHX Text

4" PVC UNDERDRAIN

AutoCAD SHX Text

4" PVC UNDERDRAIN

AutoCAD SHX Text

PB

AutoCAD SHX Text

INV. 918.53

AutoCAD SHX Text

CP-4

AutoCAD SHX Text

CP-3

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text

DI

AutoCAD SHX Text N48%%d56'31"E

AutoCAD SHX Text

4"PVC

AutoCAD SHX Text G.V.

AutoCAD SHX Text V

AutoCAD SHX Text

CONCRETE FLUME

AutoCAD SHX Text

ASPHALT DRIVE

AutoCAD SHX Text

2' ROLLBACK CURB (TYP.)

AutoCAD SHX Text

ASPHALT DRIVE

AutoCAD SHX Text

2' CURB & GUTTER

AutoCAD SHX Text

WATER VALVE

AutoCAD SHX Text

UTILITY POLE (TYP.)

AutoCAD SHX Text

36" WHITE OAK

AutoCAD SHX Text

42" WHITE OAK

AutoCAD SHX Text

WRAY STREET

AutoCAD SHX Text

BERNARD AVENUE

AutoCAD SHX Text

50' RIGHT-OF-WAY

AutoCAD SHX Text

TRENCH DRAINS

AutoCAD SHX Text

4"PVC

AutoCAD SHX Text

4"PVC

AutoCAD SHX Text

TRENCH DRAIN

AutoCAD SHX Text

TRENCH DRAIN

AutoCAD SHX Text

TYSON STREET

AutoCAD SHX Text

AutoCAD SHX Text

GC501

AutoCAD SHX Text

AutoCAD SHX Text

GC501

AutoCAD SHX Text

CS501

EROSION AND SEDIMENT

CONTROL NOTES AND DETAILS

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

KNOXVILLE, TENNESSEE

855CM3015

MARCH 21, 2024 DCW RJP

Office of Design and

Construction

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

KNOXVILLE NATIONAL CEMETERY

CORRECT CEMETERY FACILITY CONDITION

ASSESSMENT (FCA) DEFICIENCIES

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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

GRI TY FEDERAL

SERV I CE S

Holt Engineering & Consulting

(208) 615-9576

GC501

NOT TO SCALE

SILT FENCE2

EROSION AND SEDIMENT CONTROL NOTES:

1. ALL EARTH DISTURBANCES, INCLUDING CLEARING AND GRUBBING AS WELL AS CUTS AND FILLS SHALL

BE DONE IN ACCORDANCE WITH THE APPROVED E&S PLAN. A COPY OF THE APPROVED DRAWINGS

MUST BE AVAILABLE AT THE PROJECT SITE AT ALL TIMES.

2. AT LEAST 3 FULL BUSINESS DAYS PRIOR TO STARTING ANY EARTH DISTURBANCE ACTIVITIES, OR

EXPANDING INTO AN AREA PREVIOUSLY UNMARKED,TENNESSEE 811 SHALL BE NOTIFIED AT

1-800-351-1111 FOR THE LOCATION OF EXISTING UNDERGROUND UTILITIES.

3. AREAS TO BE FILLED ARE TO BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL TO REMOVE TREES, VEGETATION, ROOTS AND OTHER OBJECTIONABLE MATERIAL

4. IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES POSING THE POTENTIAL FOR

ACCELERATED EROSION AND/OR SEDIMENT POLLUTION, THE OPERATOR SHALL IMPLEMENT

APPROPRIATE BEST MANAGEMENT PRACTICES TO MINIMIZE THE POTENTIAL FOR EROSION AND

SEDIMENT POLLUTION.

5. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ANY MATERIAL BROUGHT ON SITE IS CLEAN

FILL.

6. UNTIL THE SITE IS ESTABLISHED, ALL EROSION AND SEDIMENT BMP'S SHALL BE MAINTAINED PROPERLY.

MAINTENANCE SHALL INCLUDE INSPECTIONS OF ALL EROSION AND SEDIMENT BMP'S AFTER EACH RUNOFF EVENT AND ON A WEEKLY BASIS. ALL PREVENTATIVE AND REMEDIAL MAINTENANCE WORK, INCLUDING CLEAN OUT, REPAIR, AND REPLACEMENT, IF THE E&S BMP'S FAIL TO PERFORM AS EXPECTED, REPLACEMENT BMP'S OR MODIFICATIONS OF THOSE INSTALLED WILL BE REQUIRED,

7. A LOG SHOWING DATES THAT E&S BMP'S WERE INSPECTED AS WELL AS ANY DEFICIENCIES FOUND AND THE DATE THEY WERE CORRECTED SHALL BE MAINTAINED ON THE SITE AND BE MADE AVAILABLE AT

THE TIME OF INSPECTION.

8. SEDIMENT TRACKED ONTO ANY PUBLIC ROADWAY OR SIDEWALK SHALL BE RETURNED TO THE

CONSTRUCTION SITE BY THE END OF EACH WORK DAY AND DISPOSED IN THE MANNER DESCRIBED IN THIS PLAN. IN NO CASE SHALL THE SEDIMENT BE WASHED, SHOVELED, OR SWEPT INTO ANY ROADSIDE

DITCH, STORM SEWER, OR SURFACE WATER.

9. ALL SEDIMENT REMOVED FROM BMP'S SHALL BE DISPOSED OF IN THE MANNER DESCRIBED ON THE

PLAN DRAWINGS.

10. E&S BMP'S SHALL REMAIN FUNCTIONAL AS SUCH UNTIL ALL AREAS TRIBUTARY TO THEM ARE

PERMANENTLY STABILIZED OR UNTIL THEY ARE REPLACED BY ANOTHER BMP.

11. UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT STABILIZATION OF ALL DISTURBED AREAS, THE COR SHALL CONDUCT AN INSPECTION PRIOR TO REMOVAL/CONVERSION OF

THE E&S BMP'S

NOT TO SCALE

CONSTRUCTION ENTRANCE1

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

G

G

G

G

G

EX. FLOOD LIGHT

EX. FLOOD LIGHT

EX. FLOOD LIGHT

EX. FLOOD LIGHT

APPOROX. LOCN.

OF EX. POW/MIA FLAG

EX.

FLAGPOLE

APPROX. EDGE

OF EXISTING

BURIALS

APPROX. LOCN

OF EX. GRID

MONUMENT

MARKERS

APPROX. LOCN

OF EX. GRID

MONUMENT

MARKERS

PLAQUE

PLAQUE

SIGN

PLAQUE

CONCRETE FLUME

ROCK WALL

EX.

RIGHT-OF-WAY

EX.

RIGHT-OF-WAY

SAF

SAF

SAF

SAF

SA

F

SAF

SAF

SAF

SAF

DEMOLITION PLAN

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

KNOXVILLE, TENNESSEE

855CM3015

MARCH 21, 2024 DCW RJP

Office of Design and

Construction

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

KNOXVILLE NATIONAL CEMETERY

CORRECT CEMETERY FACILITY CONDITION

ASSESSMENT (FCA) DEFICIENCIES

Fil e P ath : G

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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

GRI TY FEDERAL

SERV I CE S

Holt Engineering & Consulting

(208) 615-9576

GRAPHICAL SCALE: 1"=20'

20 10 0 20 40 60

GRAPHIC LEGEND:

LIMITS OF WORK

DEMOLITION NOTES:

1. EXISTING GRID MARKERS, CEMETERY SIGNS, PLAQUES, AND

POW/MIA FLAG ARE TO NOT BE DAMAGED DURING REMOVAL

AS THEY ARE TO BE REUSED.

2. EXISTING ELECTRICAL CONDUIT TO BE ABANDONED IN

PLACE

KEY NOTE LEGEND:

KEY NO. DESCRIPTION

1 SIGNS/PLAQUES TO BE REMOVED AND STORED FOR

REINSTALLATION AFTER CONSTRUCTION

3 REMOVE EXISTING SPOT LIGHT AND DEMOLISH LIGHT

ENCLOSURE. CONCRETE BASE TO REMAIN.

POW/MIA FLAG TO BE REMOVED AND STORED FOR

REINSTALLATION AFTER CONSTRUCTION. CONCRETE

TO BE DEMOLISHED

2 GRID MONUMENT MARKERS TO BE REMOVED AND

STORED FOR REINSTALLATION AFTER CONSTRUCTION

CD101

CONSTRUCTION SAFETY FENCESAF SAF

AutoCAD SHX Text

ADMIN/MAINT BLDG

AutoCAD SHX Text

1-STORY ±1,150 SF

AutoCAD SHX Text

COMMITTAL SHELTER

AutoCAD SHX Text

FFE=917.50

AutoCAD SHX Text

FFE=918.67

AutoCAD SHX Text

FFE=920.67

AutoCAD SHX Text

CO

AutoCAD SHX Text

CO

AutoCAD SHX Text

4" PVC @ 0.5%

AutoCAD SHX Text

4" PVC UNDERDRAIN

AutoCAD SHX Text

4" PVC UNDERDRAIN

AutoCAD SHX Text

PB

AutoCAD SHX Text

INV. 918.53

AutoCAD SHX Text

CP-4

AutoCAD SHX Text

CP-3

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text

DI

AutoCAD SHX Text N48%%d56'31"E

AutoCAD SHX Text

4"PVC

AutoCAD SHX Text G.V.

AutoCAD SHX Text V

AutoCAD SHX Text

CONCRETE FLUME

AutoCAD SHX Text

ASPHALT DRIVE

AutoCAD SHX Text

2' ROLLBACK CURB (TYP.)

AutoCAD SHX Text

ASPHALT DRIVE

AutoCAD SHX Text

2' CURB & GUTTER

AutoCAD SHX Text

WATER VALVE

AutoCAD SHX Text

UTILITY POLE (TYP.)

AutoCAD SHX Text

36" WHITE OAK

AutoCAD SHX Text

42" WHITE OAK

AutoCAD SHX Text

WRAY STREET

AutoCAD SHX Text

BERNARD AVENUE

AutoCAD SHX Text

50' RIGHT-OF-WAY

AutoCAD SHX Text

TRENCH DRAINS

AutoCAD SHX Text

4"PVC

AutoCAD SHX Text

4"PVC

AutoCAD SHX Text

TRENCH DRAIN

AutoCAD SHX Text

TRENCH DRAIN

TYSON STREET

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

G

G

G

G

G

EX.

FLAGPOLE

PLAQUE

CONCRETE FLUME

ROCK WALL

EX.

RIGHT-OF-WAY

EX.

RIGHT-OF-WAY

SAF

SAF

SAF

SAF

SA

F

SAF

SAF

SAF

SAF

SEC

SECTION CS

76 IN-GROUND

CREMAIN PLOTS

(WITHIN 4'X4' PLOTS)

SITE LAYOUT PLAN

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

KNOXVILLE, TENNESSEE

855CM3015

MARCH 21, 2024 DCW RJP

Office of Design and

Construction

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

KNOXVILLE NATIONAL CEMETERY

CORRECT CEMETERY FACILITY CONDITION

ASSESSMENT (FCA) DEFICIENCIES

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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

GRI TY FEDERAL

SERV I CE S

Holt Engineering & Consulting

(208) 615-9576

GRAPHICAL SCALE: 1"=20'

20 10 0 20 40 60

GRAPHIC LEGEND:

LIMITS OF WORK

KEY NOTE LEGEND:

KEY NO. DESCRIPTION

1 REINSTALL EXISTING SIGN AND PLAQUES THAT WERE

PREVIOUSLY REMOVED, ADJUST TO NEW GRADE.

PLACE GRAVEL BETWEEN EXISTING CONCRETE FLUME

AND RETAINING WALL, EXCAVATE EXISTING SOIL IF

NEEDED TO ACCOMODATE THICKNESS OF GRAVEL.

NEW GRAVEL TO MATCH EXISTING GRAVEL FOUND

THROUGHOUT THE CEMETERY.

CONSTRUCT FLAGPOLE AND BASE FOR POW/MIA FLAG.

LOCATION TO BE STAKED IN FIELD BY CONTRACTOR

FOR APPROVAL BY COR PRIOR TO CONSTRUCTION

REINSTALL GRAVESITE GRID MONUMENTS AT SAME

HORIZONTAL COORDINATES AS PREVIOUS, ADJUST TO

NEW GRADE.

INSTALL NEW LED SPOTLIGHTS ON EXISTING

CONCRETE PADS. SEE ELECTRICAL PLANS FOR

SPOTLIGHT DETAILS

3 INSTALL BURIAL SECTION MARKER.

DETAIL

CS101

LIMITS OF GRADING

IN-GROUND CREMAIN PLOTS

NOTES:

1. CONTRACTOR TO EXCAVATE AND HAUL AWAY 3' OF SOIL IN THE IN-GROUND

CREMAINS AREA TO DISPOSE OF DEBRIS LEFT FROM PREVIOUS

CONSTRUCTION ACTIVITIES.

2. ELECTRICAL LAYOUT FOR FLAG POLE LIGHTING TO BE COORDINATED WITH

ELECTRICAL PLANS.

3. EXISTING CONCRETE PADS FOR SPOTLIGHTS

3.1. CLEAN AND SEAL CRACKS AND OPENINGS IN CONCRETE SLAB.

3.2. APPLY BONDING AGENT TO CONCRETE SURFACE PRIOR TO INSTALLING

2" CONCRETE TOPPING.

3.3. PROVIDE LIGHT BROOM FINISH.

4. CONTRACTOR TO REPLACE GRID MONUMENTS, SIGNS, AND PLAQUES TO

THEIR ORIGINAL POSITIONS. LOCATIONS ON PLAN ARE APPROXIMATE AND

ARE TO BE VERIFIED BY THE CONTRACTOR IN THE FIELD.

5. ALL AREAS OF DISTURBANCE TO BE PLANTED WITH TURF SOD. SEE

PLANTING SPECIFICATION 32 90 00 FOR ADDITIONAL INFORMATION.

CONSTRUCTION SAFETY FENCESAF SAF

LIMITS OF GRAVEL INSTILLATION

AutoCAD SHX Text

ADMIN/MAINT BLDG

AutoCAD SHX Text

1-STORY ±1,150 SF

AutoCAD SHX Text

COMMITTAL SHELTER

AutoCAD SHX Text

FFE=917.50

AutoCAD SHX Text

FFE=918.67

AutoCAD SHX Text

FFE=920.67

AutoCAD SHX Text

CO

AutoCAD SHX Text

CO

AutoCAD SHX Text

4" PVC @ 0.5%

AutoCAD SHX Text

4" PVC UNDERDRAIN

AutoCAD SHX Text

4" PVC UNDERDRAIN

AutoCAD SHX Text

PB

AutoCAD SHX Text

INV. 918.53

AutoCAD SHX Text

CP-4

AutoCAD SHX Text

CP-3

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text

DI

AutoCAD SHX Text N48%%d56'31"E

AutoCAD SHX Text

4"PVC

AutoCAD SHX Text G.V.

AutoCAD SHX Text V

AutoCAD SHX Text

CONCRETE FLUME

AutoCAD SHX Text

ASPHALT DRIVE

AutoCAD SHX Text

2' ROLLBACK CURB (TYP.)

AutoCAD SHX Text

ASPHALT DRIVE

AutoCAD SHX Text

2' CURB & GUTTER

AutoCAD SHX Text

WATER VALVE

AutoCAD SHX Text

UTILITY POLE (TYP.)

AutoCAD SHX Text

36" WHITE OAK

AutoCAD SHX Text

42" WHITE OAK

AutoCAD SHX Text

WRAY STREET

AutoCAD SHX Text

BERNARD AVENUE

AutoCAD SHX Text

50' RIGHT-OF-WAY

AutoCAD SHX Text

TRENCH DRAINS

AutoCAD SHX Text

4"PVC

AutoCAD SHX Text

4"PVC

AutoCAD SHX Text

TRENCH DRAIN

AutoCAD SHX Text

TRENCH DRAIN

AutoCAD SHX Text

TYSON STREET

AutoCAD SHX Text

AutoCAD SHX Text

CS501

AutoCAD SHX Text

AutoCAD SHX Text

CS501

AutoCAD SHX Text

AutoCAD SHX Text

CS501

AutoCAD SHX Text

CS501

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

G G

G G

G

G

SE

C

211822 56

922 921

.0%

.9%

8.7

9.5

9.6

9.2 % 9.6

11.0%

9.5

.0%

5.7%1.1% 1.1%

FG: 925.30

FG: 925.14

FG: 927.00

FG: 927.45 FG: 927.25

FG: 922.40 FG: 922.28

FG: 922.07

SA

F

SA

F

SAF SAF

SA

F

SAF SAF SAF

SA

F

SA

F

SA

F

SA

F

SA

F

SAF

SAF

SAF

SAF

SAF

SAF

1 2 3 4 5 6 7 8 9 10 11 12 13 14

15 16 17 18 19 20 21 22 23 24 25 26 27 28

29 30 31 32 33 34 35 36 37 38 39 40 41 42

43 44 45 46 47 48 49 50 51 52 53 54 55 56

57 58 59 60 61 62 63 64 65 66 67 68 69 70

71 72 73 74 75 76

SECTION CS

76 IN-GROUND

CREMAIN PLOTS

(WITHIN 4'X4' PLOTS)

ELEVATION LABEL

FINISHED GRADE ELEVATIONFG

EXISTING CONTOUR (5' INTERVAL)

EXISTING CONTOUR (1' INTERVAL)

PROPOSED CONTOUR (5' INTERVAL)

PROPOSED CONTOUR (1' INTERVAL)

LEGEND:

HEADSTONE FACE DIRECTION

GRAVESITE GRID MONUMENT

IN-GROUND CREMAINS SITES

SAF CONSTRUCTION SAFETY FENCE

LIMITS OF GRADING

LIMITS OF WORK

BURIAL SECTION GRADING

ENLARGEMENT PLAN

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

KNOXVILLE, TENNESSEE

855CM3015

MARCH 21, 2024 DCW RJP

Office of Design and

Construction

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

KNOXVILLE NATIONAL CEMETERY

CORRECT CEMETERY FACILITY CONDITION

ASSESSMENT (FCA) DEFICIENCIES

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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

GRI TY FEDERAL

SERV I CE S

Holt Engineering & Consulting

(208) 615-9576

GRAPHICAL SCALE: 1"=10'

10 5 0 10 20 30

CG101

NOTES:

1. PLOT NUMBERS TO VARY BASED ON EXISTING CS SECTION

NUMBERING.

2. GRAVESITE GRID MONUMENTS TO BE REINSTALLED AT SAME

HORIZONTAL COORDINATES AS PREVIOUS, ADJUST TO NEW

GRADE.

AutoCAD SHX Text

ADMIN/MAINT BLDG

AutoCAD SHX Text

FFE=920.67

AutoCAD SHX Text

4" PVC @ 0.5%

AutoCAD SHX Text

4" PVC UNDERDRAIN

AutoCAD SHX Text

4" PVC UNDERDRAIN

AutoCAD SHX Text

INV. 918.53

FG 141.53

2"

3'- 6"

MI

N.

D

EP

TH

NOTES:

1. ALL LAWNS AND IRRIGATION LINES WITHIN THE BURIAL SECTIONS SHALL BE INSTALLED AND ACCEPTED PRIOR TO MONUMENT-BASE

PLACEMENT; ALL LAWNS DAMAGED DURING INSTALLATION SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.

2. AT THE CONTRACTOR'S OPTION, GRAVESITE GRID MONUMENTS MAY BE PROVIDED AS CAST IN-PLACE UNITS. PROVIDE SHOP DRAWINGS

AND METHOD OF INSTALLATION FOR APPROVAL.

3. FINISH GRADE IS TOP OF DECOMPOSED GRANITE.

4. DETAIL IS PROVIDED AS A REFERENCE FOR REINSTATEMENT PURPOSES.

3"

MONUMENT MARKER (PROTECT VISIBLE SURFACES DURING PLACEMENT INTO CONCRETE)

3-1/2"Ø FORGED ALUMINUM DOMED-TOP MONUMENT MARKER WITH 3/4" DIAMETER SPLIT STYLE STEM

AND INTEGRAL LOCATION MAGNET EMBEDDED

SET TOP OF MONUMENT 1/2" ABOVE FINISHED GRADE

GAP AROUND CYLINDER & SURROUNDING EARTH SHALL BE FILLED W/ CONCRETE OR REDI-CRETE

(WETTED AFTER PLACEMENT) TO WITHIN 4" OF FINISH GRADE

8"Ø CONCRETE MONUMENT BASE; 3,500 PSI @ 28 DAYS

COMPACTED APPROVED FILL OR NATIVE EARTH

SMOOTH-TROWEL FINISH TOP SURFACE, ENSURING POSITIVE DRAINAGE.

G R

A

V

E

S ITE GR I D MON

UM

E

N T

N

A T IO

NA L CEM E T ER Y

PLAN VIEW

MONUMENT MARKER (SEE DETAIL)

G

RA

VES I TE GR I D MONUM

EN

T

NA

T

I ONA L C EME T E RY

CROSS HAIRS MUST FALL WITHIN 3/4" OF

THE CENTER OF THE MARKER OR THE

ENTIRE MONUMENT MUST BE MOVED

EDGE OF MONUMENT MARKER SHALL BE NO

CLOSER THAN 1" TO OUTSIDE EDGE OF CONCRETE

CONCRETE BASE

1" MIN.

3-1/2"Ø FORGED ALUMINUM DOMED-TOP MONUMENT

MARKER WITH 3/4" DIAMETER SPLIT STYLE STEM AND

INTEGRAL LOCATION MAGNET EMBEDDED

FIELD INCISED HAIRS ON CAP; CROSS-HAIRS SHALL

BE PARALLEL AND PERPENDICULAR TO THE

GRAVESITE GRIDLINES & PRECISE TO ±0.005'

REQUIRED TEXT ENGRAVED ON CAP, TYP.

2'- 0"

2'- 0"

NOTES:

SIZE:

OVERALL SIGN DIMENSIONS: 2'-0" HIGH x 6" WIDE x 6" DEPTH SIGN FACE: 8" LONG x 6" WIDE

DESCRIPTION:

LIGHT GRAY GRANITE SECTION MARKER: HONED SMOOTH INSCRIPTION FACE, ALL OTHER SURFACES TO BE

SMOOTH SAW-CUT FINISH.

ALL CORNERS AND EDGES INCLUDING 2" BELOW GROUND LEVEL SHALL BE ROUNDED TO 3/8" RADIUS

GRAPHIC PROCESS:

"SEC" SHALL BE ENGRAVED LETTERS: 1-1/2" HT., 3/16" DEPTH, 3/16" STEMS & BARS; TEXT FOR SECTION I.D.

NUMBERS SHALL BE AS SHOWN ON PLAN, APPROVED BY THE VA & BE ENGRAVED: 2" HT., 3/16" DEPTH, 3/8"

STEMS & BARS; ALL TEXT TO BE HELVETICA MEDIUM FONT.

RECOMMENDATIONS:

POSITION SIGN TO PROVIDE PEDESTRIANS WITH A CLEAR, UNOBSTRUCTED VIEW OF THE SIGN.

7"

6"6"

2"

8"

2- 14 "

6- 12 "2"

10' (TYP.) TO

BACK OF CURB

SEC

1- 12 "

GROUND LEVEL2"

4'

3' 3'

11 2" 11 2" 11 2"

9" 4"

ALL VISIBLE SURFACES

TO BE PRIMED AND PAINTED

SIGN ATTACHED TOGETHER

WITH WOOD SCREWS & LAG BOLTS

CHANGEABLE NUMBERS

3 4"

3' M

IN

FINISHED GRADE (TYP.) FINISHED GRADE (TYP.)

SIZE:

SIGN PANEL: 3' HIGH x 4' WIDE

DESCRIPTION:

SIGN USED IN CONSTRUCTION SITES TO PROVIDE

INFORMATION REGARDING FREQUENCY OF ON SITE

CONSTRUCTION RELATED ACCIDENTS. SIGN PANEL

IS BUILT WITH A REGION TO DISPLAY CHANGEABLE

NUMBERS TO INDICATE THE NUMBER OF DAYS

SINCE TIME WAS LOST DUE TO A CONSTRUCTION

ACCIDENT.

MESSAGE CONFIGURATION:

REFER TO MESSAGE LAYOUT DETAIL FOR

DIMENSIONS.

SIGN COMPONENTS:

POSTS (METAL OR WOOD) AND MEDIUM DENSITY

OVERLAY (M.D.O.) PLYWOOD OR ALUMINUM SIGN

PANEL. SIGN PANEL MAY OR MAY NOT BE FRAMED.

SIGN PANEL IS EQUIPPED WITH A REGION TO

DISPLAY CHANGEABLE NUMBERS.

GRAPHICS PROCESS:

SURFACE APPLIED VINYL OR SCREENED GRAPHICS.

COLORS:

FOR BACKGROUND, TYPE AND GRAPHIC COLORS,

REFER TO COLOR CHART IN THE VA SIGNAGE

DESIGN MANUAL "SECTION 12: NATIONAL CEMETERY

SIGNS"

TYPOGRAPHY:

HELVETICA BOLD.

MOUNTING:

POST MOUNTED SIGN PANEL.

INSTALLATION:

IT IS RECOMMENDED THAT THIS SIGN BE PLACED AT

A VISIBLE LOCATION ON A CONSTRUCTION SITE

NEAR A FIELD OFFICE.

FACE PANEL TO BE AN EXTERIOR GRADE M.D.O. SHEET

OR AN ALUMINUM SKIN LAMINATED TO A WOOD OR

PLASTIC CORE IS PREFERRED WITH EDGES PHYSICALLY

SEALED.

PLAN VIEW

4"x4" POSTS

4"

3' M

IN

END VIEWELEVATION

4"x4" POSTS

2"x4" FRAMING

2"x4" FRAMING 4"x4" POSTS (TYP.)

FACE

General Contractor's Firm Name

"G " M

IN

"H " M

IN

"F"

MIN. DIA.

"D"

"E"

"A" MIN. DIA.

"C"

"B"

PER MANUFACTURER

NOTES:

THE UNDEREXPOSED SURFACE OF THE FLAGPOLE

(BELOW GRADE) SHALL RECEIVE A HEAVY COAT OF

BLACK ASPHALTIC PAINT INSIDE AND OUT BEFORE

SHIPMENT

POLE MATERIAL:

FLAGPOLE SHALL BE MADE FROM 6063-T6 ALLOY

SEAMLESS COLD DRAWN EXTRUDED ALUMINUM

TUBING

POLE FINISH: CLEAR ANODIZED

FLAG SIZE BASIS OF DESIGN 3'X5'.SERVICE EMBLEM,

FLAGS GOVERNMENT PROVIDED.

BASIS OF DESIGN: 25' HT. POLE, EDER FLAG MODEL

EC25IH DELUXE IH SERIES WITH 'M' WINCH.

EX

PO

SE

D

HE

IG

HT

ANODIZED ALUMINUM FINAL BALL

(SEE SPECS.)

CONE STYLE, REVOLVING, INTERNAL

HALYARD TRUCK (SEE SPECS)

FLAG (N.I.C.) - PROVIDED BY OWNER,

INSTALLED BY CONTRACTOR

COVERED COUNTERWEIGHT & NYLON

BEADED RETAINER (SEE SPECS);

LOOP WITH NICKEL PLATED SNAP

HOOKS

WINCH

ASSEMBLY

FINISH

GRADE

FLAGPOLE (SEE SPECIFICATIONS)

SILICONE SEALANT AROUND FLASHING COLLAR

ALUMINUM FLASHING COLLAR

WATERPROOF CEMENT SEALANT 2" MIN. DEPTH

PACKED DRY SAND

1/16" (16 GA.) GALV. CORRUG. STEEL SLEEVE EXTENDED UP

TO FINISH GRADE

3500 PSI MIN. CONCRETE

4 STEEL WEDGES WELDED TO STEEL PLATE

WELDED STEEL BASE PLATE

6" SQUARE STEEL SUPPORT PLATE WELDED TO SPIKE

3/4" Ø x (MIN. 6" BELOW CONC.) ATTACH LIGHTNING KIT TO ROD

WELDED TO PLATES

LIGHTNING KIT COPPER WIRE PER MANUFACTURER

EXISTING

COMPACTED

SUBGRADE

SITE DETAILS

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

KNOXVILLE, TENNESSEE

855CM3015

MARCH 21, 2024 DCW RJP

Office of Design and

Construction

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

KNOXVILLE NATIONAL CEMETERY

CORRECT CEMETERY FACILITY CONDITION

ASSESSMENT (FCA) DEFICIENCIES

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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

GRI TY FEDERAL

SERV I CE S

Holt Engineering & Consulting

(208) 615-9576

NOT TO SCALE

GRAVESITE GRID MONUMENT1 NOT TO SCALE

MONUMENT MARKER2 NOT TO SCALE

GRANITE SECTION MARKER3

CS501

NOT TO SCALE

CONSTRUCTION SIGN: SAFETY (SP-24.04)4

MI

NI

MU

M)

TEMPORARY CONSTRUCTION FENCE NOTES:

1. BEFORE CONSTRUCTION OPERATIONS BEGIN, THE CONTRACTOR SHALL PROVIDE A CHAIN LINK CONSTRUCTION FENCE, SEVEN FEET MINIMUM HEIGHT, AROUND AREAS OF ACTIVE CONSTRUCTION. THE TEMPORARY FENCING SHALL ENCOMPASS THE CONSTRUCTION WORK AREA(S) TO SERVE AS

A PEDESTRIAN BARRIER TO ALERT VA PATRONS OF THE CONSTRUCTION SITE.

2. THE CONSTRUCTION FENCE SHALL BE PROVIDED WITH PRIVACY SCREENING MATERIALS TO PRODUCE A VISUAL BARRIER TO THE PUBLIC FROM THE ADJOINING BUILDINGS INTO THE CONTRACTOR WORK AREAS. THE VISUAL BARRIER SHALL ACCOMMODATE WIND LOADING WITHOUT CAUSING THE

FENCE TO BEND OR FALL OVER.

3. PROVIDE GATES AS REQUIRED FOR ACCESS WITH NECESSARY HARDWARE, INCLUDING HASPS AND PADLOCKS.

4. FASTEN FENCE FABRIC TO TERMINAL POSTS WITH TENSION BANDS AND TO LINE POSTS AND TOP AND BOTTOM RAILS WITH TIE WIRES SPACED AT

MAXIMUM 15 INCHES.

5. BOTTOM OF FENCES SHALL EXTEND TO ONE INCH ABOVE GRADE. REMOVE THE FENCE WHEN DIRECTED BY RE/COR.

6. DETAIL PROVIDED IS FOR ILLUSTRATIVE PURPOSES ONLY. FENCING WITH EQUIVALENT FORM/FUNCTION SHALL BE SUBMITTED AND CONSIDERED FOR

APPROVAL.

BOTTOM OF FENCE

TO 1" ABOVE GRADE

NOTCHED & WELDED NOTCHED & WELDEDWIRE TIES

MA

XI

MU

M)

MA

XI

MU

M) GALVANIZED STEEL

TUBE

FASTEN FENCE FABRIC AT TERMINAL

POSTS WITH TENSION BANDS

SPACED AT MAXIMUM 15 INCHES.

FASTEN FENCE FABRIC TO

TOP/BOTTOM RAILS & LINE POSTS

WITH TIE WIRES SPACED AT

MAXIMUM 15 INCHES.

GALVANIZED STEEL

TUBE

STEEL FEET, BLOCKS OR OTHER

ACCEPTABLE MEANS OF SUPPORT

NOT TO SCALE

TEMP…