Drawings Construction - Hampton Natl Cem - 849-MM24-01.pdf

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

HAMPTON, VA

849-MM22-06

MARCH 31, 2023 JPG MAM Dwg. of

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

FINAL CONSTRUCTION DOCUMENTS SUBMISSION

FINAL CONSTRUCTION

DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

HAMPTON NATIONAL CEMETERY

FIBER OPTIC EXTENSIONOCMI

(202) 607-7575

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ABOVE GROUP, INC.

(321) 345-9026

MICHAEL SURVEYING & MAPPING, P.C.

757-873-1762

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 FEDERA

L

SERV I CE S

DEPARTMENT OF

VETERANS AFFAIRS

LOCATION MAP

N.T.S.

VICINITY MAP

N.T.S.

DRAWING INDEX

SITE/CIVIL

1. GI001 COVER SHEET

2. GI002 GENERAL NOTES, SYMBOLS AND ABBREVIATIONS

3. GI003 TYPICAL DETAILS

4. VL101 EXISTING CONDITIONS & DEMOLITION PLAN

5. VL102 EXISTING CONDITIONS & DEMOLITION PLAN

6. VL103 EXISTING CONDITIONS & DEMOLITION PLAN

7. CS100 SITE PLAN

8. CS101 SITE PLAN

9. CS102 SITE PLAN

10. E-001 ELECTRICAL LEGEND & SYMBOLS

11. E-100 SITE PLAN - CONDUIT ROUTING

12. E-101 ELECTRICAL PHOTOS

NO. DRAWING DRAWING TITLE

Know what'sbelow.

before you dig.Call

R

NORTH

NORTH

HAMPTON

NATIONAL

CEMETERY

PROJECT

LOCATION

HAMPTON, VA

FIBER OPTIC EXTENSION

PROJECT NUMBER: 849-MM22-06

FINAL CONSTRUCTION DOCUMENTS

HAMPTON NATIONAL CEMETERY

GI001

COVER SHEET

CONSULTANTSPREPARED BY

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

I N

T EGR I TY FEDERA

L

S ERV I C E S

www.abovegroupinc.com COA/CA Lic. No. 31120

305 East Dr., Suite H, Melbourne, Florida 32904

PH: 321.345.9026

AutoCAD SHX Text

NORTH CAROLINA

AutoCAD SHX Text

WEST VIRGINIA

AutoCAD SHX Text

MARYLAND

AutoCAD SHX Text

KENTUCKY

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

HAMPTON, VA

849-MM22-06

MARCH 31, 2023 JPG MAM Dwg. of

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

FINAL CONSTRUCTION DOCUMENTS SUBMISSION

FINAL CONSTRUCTION

DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

HAMPTON NATIONAL CEMETERY

FIBER OPTIC EXTENSIONOCMI

(202) 607-7575

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W G

ABOVE GROUP, INC.

(321) 345-9026

MICHAEL SURVEYING & MAPPING, P.C.

757-873-1762

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 FEDERA

L

SERV I CE S

GENERAL NOTES, SYMBOLS, &

ABBREVIATIONS

GI002

EXISTING PROPOSED

BOUNDARY/RIGHT-OF-WAY LINE

ADJACENT BOUNDARY LINE

EASEMENT LINE

ROAD CENTERLINE

HEADER CURB

CURB & GUTTER

EDGE OF PAVEMENT

CHAIN LINK FENCE

OVERHEAD UTILITY LINE

UNDERGROUND UTILITY LINE

WATER MAIN

BUILDINGS

SIDEWALK

SANITARY SEWER MAIN

STORM SEWER LINE

TREES/SHRUBS

LIMITS OF WORK

INDEX CONTOUR LINE

INTERMEDIATE CONTOUR LINE

SPOT ELEVATIONS

MISCELLANEOUS SIGNS

SITE LIGHT WITH POLE

DRIP LINE OF TREES

OHE OHE

UGE UGE

REVERSE CURB

543.6

TO BE

REMOVED

TO

REMAIN

BOARD FENCE

W W8" W/M8" W/M

8" PVC SAN. SEW.

15" HDPE

OHE OHE

UGE UGE

TRANS.CURB

SOIL BOUNDARY

HbB HgC

WIRE FENCE X X XXXXX

EDGE OF GRAVEL

GUARDRAIL

CIVIL LEGEND:

EDGE OF CONCRETE

LP

SANITARY SEWER CLEAN-OUT

SANITARY SEWER MANHOLE

STORM SEWER MANHOLE

STORM SEWER DROP INLET

STORM SEWER CURB INLET

STORM SEWER RIP-RAP

STORM SEWER END SECTION

FIRE HYDRANT

WATER VALVE

WATER METER

MAIL BOX

UTILITY POLE

FEATURE WALL

OHC

UGC

OHC

UGC

OVERHEAD COMMUNICATIONS LINE

UNDERGROUND COMMUNICATIONS LINE

BUILDING MOUNTED LIGHT

UTILITY POLE GUY WIRE

SANITARY SEWER FORCE MAIN FM FM FMFM FM FM

W W

SSSS 8" PVC SAN. SEW.

15" HDPE

EX. CC RBF

CONCRETE MONUMENT/IRON REBAR

TBSCC-TBSIPF

UNDERGROUND GAS LINEG G G G G G

C3

CO

45 0

GS 45 0

TC 45 0

INV

EX.

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.)

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 HAMPTON NATIONAL CEMETERY DESIGN TO INSTALL A NEW CONDUIT IN SUPPORT OF UPGRADING TELECOMMUNICATIONS AT THE

HAMPTON NATIONAL CEMETERY. THE CONDUIT SHALL ORIGINATE AT A TELECOMMUNICATION MANHOLE LOCATED ON THE ADJACENT HAMPTON VAMC CAMPUS AND TERMINATE AT THE CEMETERY OFFICES LOCATED IN THE LODGE. THE PROJECT IS LOCATED IN THE CITY OF HAMPTON, VIRGINIA.

2. THE TOPOGRAPHIC CONTOUR INTERVAL IS ONE (1) FOOT. TOPOGRAPHIC INFORMATION WAS COMPILED FROM A TOPOGRAPHIC SURVEY PREPARED BY MICHAEL SURVEYING & MAPPING, P.C. WITH A SURVEY DATE OF JUNE 27, 2022. HORIZONTAL DATUM IS REFERENCED TO THE VIRGINIA STATE PLANE, SOUTH ZONE (NAD 83) COORDINATE SYSTEM.

VERTICAL DATUM IS REFERENCED TO (NAVD 88).

3. THE SUBJECT PROPERTY IS LOCATED ON F.E.M.A. MAP 5155270026H DATED MAY 16, 2016. PORTIONS OF THIS PROPERTY ARE LOCATED WITHIN THE 100-YEAR FLOODPLAIN AREA (ZONE AE). PORTIONS OF THE PROPERTY IS IN ZONE AE. NO FILL OR FLOODPLAIN ALTERATION IS PROPOSED WITH THIS PROJECT WITHIN THE FEMA FLOODPLAIN.

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

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

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

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

FREQUENTLY AS REQUIRED.

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

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

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

9. THE CONTRACTOR SHALL ALWAYS ADHERE TO DIGNITY CLAUSE AS DESCRIBED IN THE GENERAL REQUIREMENTS SPECIFICATION, 010002.

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 VIRGINIA DEPARTMENT OF TRANSPORTATION CONSTRUCTION STANDARDS AND SPECIFICATIONS, WHERE APPLICABLE.

3. THE CONTRACTOR SHALL CONTACT VIRGINIA ONE CALL SYSTEM, INC. AT 1-800-552-7001 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. 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 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 INTEGRITY FEDERAL SERVICES SO THAT APPROPRIATE REVISIONS IF WARRANTED CAN BE MADE TO THE PLANS AT THE GOVERNMENT'S

EXPENSE.

6. INTEGRITY FEDERAL SERVICES DOES NOT CERTIFY TO THE SUB-SURFACE CONDITIONS OF THE SITE, THE LOCATION OF UNDERLYING ROCK, OR THE LOCATION OF POTENTIAL SINKHOLES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DIGGING OF TEST HOLES TO VERIFY SUB-SURFACE CONDITIONS PRIOR TO BEGINNING ANY CONSTRUCTION.

IF SINKHOLES ARE FOUND IN THE FIELD, REMEDIATION WILL BE REQUIRED AS SPECIFIED BY A QUALIFIED GEOTECHNICAL ENGINEERING FIRM.

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

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

9. EROSION AND SEDIMENT CONTROL DEVICES ARE TO BE IN PLACE PRIOR TO ANY CONSTRUCTION OR DEMOLITION. REFER TO EROSION AND SEDIMENT CONTROL PLANS FOR

PHASING AND DETAILS.

10. ALL LAND ON OR OFF-SITE WHICH IS DISTURBED BY CONSTRUCTION AND WHICH IS NOT BUILT UPON OR SURFACED SHALL BE ADEQUATELY STABILIZED TO CONTROL EROSION

AND SEDIMENTATION.

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

CONSTRUCTION.

12. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND/OR EQUIPMENT OF MUD AND DEBRIS, PRIOR TO ENTERING PAVED AREAS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CLEAN STREETS OF MUD AND/OR LAYING DUST AND TO TAKE ALL APPROPRIATE MEASURES NECESSARY TO ENSURE THAT STREETS ARE

KEPT IN A CLEAN AND DUST FREE CONDITION AT ALL TIMES.

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

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

CONTRACTING OFFICER ATTENTION FOR VERIFICATION PRIOR TO STAKEOUT.

15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE PERFORMANCE OF ITS WORK AND THE WORK OF ITS SUBCONTRACTORS. THE VA SHALL NOT HAVE CONTROL OVER, CHARGE OF, OR RESPONSIBILITY FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK.

16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING A SAFE WORK AREA AT ALL TIMES. TEMPORARY BARRICADES, ROAD CLOSURE SIGNAGE, FENCES AND OTHER WARNING DEVICES SHALL BE USED TO PREVENT PUBLIC ACCESS TO CONSTRUCTION WORK AREAS. VA MAINTENANCE OPERATIONS SHALL NOT BE UNDULY IMPEDED BY THE

CONTRACTOR'S OPERATIONS.

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

18. THE CONTRACTOR SHALL CONFINE HIS EQUIPMENT AND OPERATIONS TO THE LIMITS OF CONSTRUCTION SHOWN. THE CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR THE

SAFETY AND SECURITY OF ALL MATERIALS AND EQUIPMENT ON SITE.

19. THE CONTRACTOR SHALL USE ONLY APPROVED ROADWAYS FOR CONSTRUCTION AND DELIVERY ACCESS. DAMAGE TO THE EXISTING ROADS SHALL BE REPAIRED AT NO COST

TO THE OWNER.

20. THE CONTRACTOR IS RESPONSIBLE FOR REPAIR OF ANY EXISTING CEMETERY GROUND DAMAGE DUE TO CONSTRUCTION ACTIVITY.

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

HAMPTON, VA

849-MM22-06

MARCH 31, 2023 JPG MAM Dwg. of

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

FINAL CONSTRUCTION DOCUMENTS SUBMISSION

FINAL CONSTRUCTION

DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

HAMPTON NATIONAL CEMETERY

FIBER OPTIC EXTENSIONOCMI

(202) 607-7575

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I00 2.D

W G

ABOVE GROUP, INC.

(321) 345-9026

MICHAEL SURVEYING & MAPPING, P.C.

757-873-1762

INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

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

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

IN

TE

GRITY FEDERA

L

SERV I CES

GI003

1.0'

(MIN. CLEARANCE

TO PIPE)

1.5' MIN.

COVER

NOT TO SCALE

TYPICAL PIPED UTILITY CROSSING WITH CONDUIT2

TYPICAL FIBER

LINE CONDUIT

TYPICAL PIPED

UTILITY CROSSING

GRADE

TYPICAL DETAILS

AutoCAD SHX Text

SCALE :

AutoCAD SHX Text

CAD DETAIL NO.:

AutoCAD SHX Text

DATE ISSUED:

AutoCAD SHX Text

DETAIL TITLE /

AutoCAD SHX Text FOR TRENCH WIDTHS EXCEEDING 4' [1219mm] REFER TO VA STANDARD DETAIL 32 12 16-02 "TYPE 2 UTILITY TRENCH PATCH". FOR TRENCH WHERE PORTLAND CEMENT CONCRETE (PCC) PAVEMENT EXISTS, REFER TO 32 12 16-03 "TYPE 3 UTILITY TRENCH PATCH".

AutoCAD SHX Text 2" [50mm] MINIMUM OR THICKNESS OF EXISTING PAVEMENT WHICHEVER IS GREATER.

AutoCAD SHX Text BITUMINOUS SURFACE TREATMENT (CHIPSEAL) REQUIRED ONLY FOR LONGITUDINAL TRENCHES WITH WIDTHS GREATER THAN 6' [1829mm].

AutoCAD SHX Text 4" [100mm] MINIMUM ABC OR THICKNESS OF EXISTING GRANULAR BASE COURSE MATERIALS (E.G. ABC & SELECT MATERIAL) WHICHEVER IS GREATER.

AutoCAD SHX Text REFER TO VA STANDARD DETAIL 32 12 16-04 "UTILITY TRENCH PAVEMENT PATCH NOTES" FOR ADDITIONAL INFORMATION.

AutoCAD SHX Text

TYPE 1 UTILITY TRENCH PATCH

AutoCAD SHX Text

AutoCAD SHX Text

NTS

AutoCAD SHX Text [1219mm]

AutoCAD SHX Text [305mm]

AutoCAD SHX Text [305mm]

AutoCAD SHX Text

TRENCH BACKFILL

AutoCAD SHX Text

ABC 100% MIN. COMPACTION

AutoCAD SHX Text

ASPHALTIC CONCRETE

AutoCAD SHX Text

SAW CUT EXISTING. ASPHALT FULL DEPTH BOTH SIDES

AutoCAD SHX Text

TACK COAT (TYP.)

AutoCAD SHX Text

EXISTING PAVEMENT

AutoCAD SHX Text

TYPE 1 UTILITY TRENCH PATCH

AutoCAD SHX Text

SD321216-01.DWG

AutoCAD SHX Text

DECEMBER 2008

NONE

TE

L P

ED

TE

L P

ED

HEADSTONE (TYP) HEADSTONE (TYP)

HEADSTONE (TYP)

HEADSTONE (TYP)

HEADSTONE (TYP)

EP7

EX. GATE POSTS NOT TO

BE DISTURBED (TYP.)

WV

CO

X X

X

W W

W W

UG

C

UGC

UGC

MULCH

MULCH

AC(2)

COMM.VLT

12"RCP

12"RCP

15"RCP

15"RCP

15"RCP

DI

RIM=8.55'

INV.=4.33'

STMH

RIM=8.81'

INV.=4.46'(24")

INV.=6.35'(12")

BRICK WALL

ASPHALT

BUSHES

BRICK BUILDING

BRICK BUILDING

CONC.

EP10

EP10 47

EP9 28

EP9 57

9 18

9 54 9 46

10 0

11 1

MULCH

4'

X X X X X X X X X X X X X X X

WV

XXXXXXXX

W W W W W W

UGC UGC UGC

MULCH

COMM.

VLT

"R

CP

"R

CP

12"RCP

"R

CP

DI

RIM=9.24'

INV.=5.97'

24"RCP 24"RCP

BRICK WALL WITH METAL FENCE (TYP.)

CONCRETE SIDEWALK

CONCRETE SIDEWALK

BRICK

COL.

HEADSTONE (TYP)

ASPHALT

ASPHALT

CONC. CURB

BR

IC

K

BU

ILD

IN

G

EP

EP

EP

EP

EP

EP

EP

EP

EP

EP

EP

EP

FOOTING IS 0.3-0.4' WIDER THAN

BRICK WALL ON BOTH SIDES OF WALL

BRICK WALL WITH METAL FENCE (TYP.)

7 7

X X X X X X X X X X X X X X X

XXXXXX X X X

INV.=1.50'(24")

INV.=2.40'(18")

"R

CP

"R

CP

**COULD NOT OPEN STRUCTURE**

24"RCP 24"RCP

CONCRETE SIDEWALK CONCRETE SIDEWALK

ASPHALTASPHALT

ASPHALT

CONC. CURB

EP

EP

EP

EP

EP

EP

EP

EP

EP

EP

FOOTING IS 0.3-0.4' WIDER THAN

BRICK WALL ON BOTH SIDES OF WALL

BRICK WALL WITH METAL FENCE (TYP.) BRICK WALL WITH METAL FENCE (TYP.)

HEADSTONE (TYP)

4 4

8 8

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

HAMPTON, VA

849-MM22-06

MARCH 31, 2023 JPG MAM Dwg. of

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

FINAL CONSTRUCTION DOCUMENTS SUBMISSION

FINAL CONSTRUCTION

DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

HAMPTON NATIONAL CEMETERY

FIBER OPTIC EXTENSIONOCMI

(202) 607-7575

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.D W

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ABOVE GROUP, INC.

(321) 345-9026

MICHAEL SURVEYING & MAPPING, P.C.

757-873-1762

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

EXISTING CONDITIONS

& DEMOLITION PLAN

VL101

GRAPHICAL SCALE: 1"=10'

10 5 0 10 20 30

NORTH

NORTH

NORTH

NORTH

GRAPHICAL SCALE: 1"=10'

10 5 0 10 20 30

GRAPHICAL SCALE: 1"=10'

10 5 0 10 20 30 MA

TC

HL

IN

E -

SE

E

SE

CT

IO

N 4 -

SH

EE

T 05

X

KEY

NO. DESCRIPTION GRAPHIC

LIMITS OF CONSTRUCTION

SAW CUT LINE FOR PAVEMENT REMOVAL

3.

LIMITS OF EXISTING PAVEMENT TO BE

REMOVED

EXISTING CURB & GUTTER TO BE REMOVED TO

NEAREST JOINT

EXISTING TELECOMMUNICATIONS LINE UGC

1. CONCRETE SIDEWALK TO BE REMOVED TO

NEAREST JOINT

6. REMOVE & REPLACE CHAINLINK MESH AS NEEDED

BUSHES TO BE REMOVED IF NECESSARY

FOR FIBER INSTALLATION2.

4.

CONTRACTOR TO PROTECT HISTORIC WALL FROM ALL

DAMAGE DURING THE INSTALLATION OF FIBER LINE.

CONTRACTOR SHALL CLEAN WALL IF REQUIRED UPON.

5. CONTRACTOR TO REMOVE & REINSTALL SIGNAGE

X

X

7. CONTRACTOR TO PROTECT ALL HEADSTONES

DURING CONSTRUCTION.

8. CONTRACTOR RESPONSIBLE TO KEEP ASPHALT CLEAN

& IN GOOD CONDITION DURING CONSTRUCTION.

9. LIGHT POLE LOCATION. CONTRACTOR TO CONFIRM

LOCATION OF ELECTRICAL.

GRAPHICAL SCALE: 1"=10'

10 5 0 10 20 30

SE

CT

IO

N

SE

CT

IO

N

SE

CT

IO

N

(S

EC

TI

ON

1)

(SECTION 2) (SECTION 3) (SECTION 4) (SECTION 6)

MA

TC

HL

IN

E -

SE

E

SE

CT

IO

N 2 A

BO

VE

MATCHLINE - SEE

SECTION 1 ABOVE

MA

TC

HL

IN

E -

SE

E

SE

CT

IO

N 3 B

EL

OW

MATCHLIN

E - S

EE

SECTION 2 B

ELOW

(SECTION 5)

AutoCAD SHX Text

SOLDIERS HOME ROAD

AutoCAD SHX Text

SOLDIERS HOME ROAD

AutoCAD SHX Text

SOLDIERS HOME ROAD

AutoCAD SHX Text

MARSHALL AVE

AutoCAD SHX Text

SHORE ROAD

AutoCAD SHX Text

EX BUILDING

PLAN KEY NOTES

ED

X

X

X

X

X

X

XXXXXXX

X X X X X X X X X X X X X X X

INV.=0.81'

24"RCP

CONCRETE SIDEWALK

ASPHALT ASPHALT

ASPHALT

EP

EP

06EP

EP

EP

EP

EP

EP

EP

FOOTING IS 0.3-0.4' WIDER THAN

BRICK WALL ON BOTH SIDES OF

WALL

HEADSTONE (TYP)

8 87 7

TE

L P

ED

XXXXXXXXXXXXXX

X

X

X

MULC

H

BRICK WALL WITH METAL FENCE (TYP.)

ASPHALT

EP7

EP8

EP7

EP6

EP7

4 4

5 5

TE

L P

ED

HEADSTONE (TYP)

6" P

6" P

6"PHEADSTONE (TYP)

HEADSTONE (TYP)

HEADSTONE (TYP)

HEADSTONE (TYP)

EP7

EX. GATE POSTS NOT TO

BE DISTURBED (TYP.)

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

HAMPTON, VA

849-MM22-06

MARCH 31, 2023 JPG MAM Dwg. of

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

FINAL CONSTRUCTION DOCUMENTS SUBMISSION

FINAL CONSTRUCTION

DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

HAMPTON NATIONAL CEMETERY

FIBER OPTIC EXTENSIONOCMI

(202) 607-7575

Fil e P ath : G

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.D W

G

ABOVE GROUP, INC.

(321) 345-9026

MICHAEL SURVEYING & MAPPING, P.C.

757-873-1762

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

EXISTING CONDITIONS

& DEMOLITION PLAN

VL102

NORTH

NORTH

NORTH

X

KEY

NO. DESCRIPTION GRAPHIC

LIMITS OF CONSTRUCTION

SAW CUT LINE FOR PAVEMENT REMOVAL

3.

LIMITS OF EXISTING PAVEMENT TO BE

REMOVED

EXISTING CURB & GUTTER TO BE REMOVED TO

NEAREST JOINT

EXISTING TELECOMMUNICATIONS LINE UGC

1. CONCRETE SIDEWALK TO BE REMOVED TO

NEAREST JOINT

6. REMOVE & REPLACE CHAINLINK MESH AS NEEDED

BUSHES TO BE REMOVED IF NECESSARY

FOR FIBER INSTALLATION2.

4.

CONTRACTOR TO PROTECT HISTORIC WALL FROM ALL

DAMAGE DURING THE INSTALLATION OF FIBER LINE.

CONTRACTOR SHALL CLEAN WALL IF REQUIRED UPON.

5. CONTRACTOR TO REMOVE & REINSTALL SIGNAGE

X

X

7. CONTRACTOR TO PROTECT ALL HEADSTONES

DURING CONSTRUCTION.

8. CONTRACTOR RESPONSIBLE TO KEEP ASPHALT CLEAN

& IN GOOD CONDITION DURING CONSTRUCTION.

9. LIGHT POLE LOCATION. CONTRACTOR TO CONFIRM

LOCATION OF ELECTRICAL.

(S

EC

TI

ON

1)

(SECTION 2) (SECTION 3) (SECTION 4) (SECTION 6)

SE

CT

IO

N

SE

CT

IO

N

MA

TC

HL

IN

E -

SE

E

SE

CT

IO

N 3 -

SH

EE

T 04

MATCHLIN

E - S

EE

SECTION 5 B

ELOW

MA

TC

HL

INE

- S

EE

SE

CT

IO

N 4

AB

OV

E

MA

TC

HL

IN

E -

SE

E

SE

CT

IO

N 6 -

SH

EE

T 06

(SECTION 5)

GRAPHICAL SCALE: 1"=10'

10 5 0 10 20 30

AutoCAD SHX Text

SOLDIERS HOME ROAD

AutoCAD SHX Text

SOLDIERS HOME ROAD

AutoCAD SHX Text

MARSHALL AVE

AutoCAD SHX Text

SHORE ROAD

AutoCAD SHX Text

PLAN KEY NOTES

EX BUILDING

CO

LP

LP

LP

WM

CO

CO

CO

X

X

X

X

X

X

X X

X X

X X

X

XXX

LP

WV

WV

LP

WV

X

X

X

X X

X X

X

X

X X

X

X

X

X

X

X

CONC.

MU

LC

H

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

G

PP

UGC

UGC

UGC

G

G

UGC

UGC

UGC

UG

C

UG

C

UGC

UGC

UGC

UG

C

W

W

W

W

W W

W

W

W

W

W W

W W

W

W

UGC

UGC

UGC

UGC

UGC

PP

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OHE

OHE

OHE

OHE

E

T

ELE

C.

VLT

ELE

C.

VLT

CHARTE

R

VLT

SFV

SFV

INV.=2

.05

STMH

RIM=4.80'

INV.=0.20'

24"RCP

"R

CP

"R

CP

"R

CP

STMH

RIM=7.44'

INV.=3.49'

STMH

RIM=6.50'

INV.=3.66'

DI

RIM=5.61'

INV.=3.80'

6"

RC

P 6"

DI

12"

DI

CDI

RIM=4.20'

INV.=2.41'

CDI

RIM=4.24'

INV.=2.34'

24"RCP

STMH

RIM=6.16'

INV.=2.96'

W

W

W

GRAVEL

OLD PAINT BY

OTHERS, MSM COULD

NOT RECREATE THESE

MARKS

OLD PAINT BY OTHERS, MSM

COULD NOT RECREATE THESE

MARKS

OLD PAINT BY

OTHERS, MSM COULD

NOT RECREATE THESE

MARKS

NO TRACER

WIRE FOUND

FOR THIS

UTILITY COULD

NOT MARK

CH

AI

N

LIN

K

FE

NC

E

BRICK WALL WITH METAL FENCE (TYP.)

ASPHALT

AS

PH

AL

T

HEADWALL

NO PIPES VISABLE

CO

NC

RE

TE

W

AL

L

CONC.

ASPHALT

ASPHALT

CHAIN LINK FENCE

CO

NC

. C

UR

B

GU

TT

ER

CONC. CURB & GUTTER

6" P

6"P

6"P

BU

SH

RO

W

EP

EP

EP

EP

EP

EP

EP

EP

EP

EP

EP

EP

EP

EP

EP

EP

EP

EP

EP

EP

PK SET

N 3537631.95' E 12115556.62' Elev=4.05'

10"CI

10"CI

NO TRACER WIRE FOUND FOR

THIS UTILITY COULD NOT MARK

FOOTING IS 0.3-0.4' WIDER THAN

BRICK WALL ON BOTH SIDES OF

WALL

XX

XX

X X

EX. GATE POSTS NOT TO

BE DISTURBED (TYP.)

TE

L P

ED

HEADSTONE (TYP)

6" P

6" P

6"P

HEADSTONE (TYP)

HEADSTONE (TYP)

HEADSTONE (TYP)

HEADSTONE (TYP)

EP7

EX. GATE POSTS NOT TO

BE DISTURBED (TYP.)

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

HAMPTON, VA

849-MM22-06

MARCH 31, 2023 JPG MAM Dwg. of

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

FINAL CONSTRUCTION DOCUMENTS SUBMISSION

FINAL CONSTRUCTION

DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

HAMPTON NATIONAL CEMETERY

FIBER OPTIC EXTENSIONOCMI

(202) 607-7575

Fil e P ath : G

:\P

RO

JE

CT

\S

BU

\33

-1

1 H

AM

PT

ON

F

IB

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\E

NG

IN

\P

LA

NS

\V

L1

.D W

G

ABOVE GROUP, INC.

(321) 345-9026

MICHAEL SURVEYING & MAPPING, P.C.

757-873-1762

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

EXISTING CONDITIONS

& DEMOLITION PLAN

VL103

NORTH

MATC

HLIN

E SEE

PREVIOUS SHEET

X

KEY

NO. DESCRIPTION GRAPHIC

LIMITS OF CONSTRUCTION

SAW CUT LINE FOR PAVEMENT REMOVAL

3.

LIMITS OF EXISTING PAVEMENT TO BE

REMOVED

EXISTING CURB & GUTTER TO BE REMOVED TO

NEAREST JOINT

EXISTING TELECOMMUNICATIONS LINE UGC

1. CONCRETE SIDEWALK TO BE REMOVED TO

NEAREST JOINT

6. REMOVE & REPLACE CHAINLINK MESH AS NEEDED

BUSHES TO BE REMOVED IF NECESSARY

FOR FIBER INSTALLATION2.

4.

CONTRACTOR TO PROTECT HISTORIC WALL FROM ALL

DAMAGE DURING THE INSTALLATION OF FIBER LINE.

CONTRACTOR SHALL CLEAN WALL IF REQUIRED UPON.

5. CONTRACTOR TO REMOVE & REINSTALL SIGNAGE

X

X

7. CONTRACTOR TO PROTECT ALL HEADSTONES

DURING CONSTRUCTION.

8. CONTRACTOR RESPONSIBLE TO KEEP ASPHALT CLEAN

& IN GOOD CONDITION DURING CONSTRUCTION.

9. LIGHT POLE LOCATION. CONTRACTOR TO CONFIRM

LOCATION OF ELECTRICAL.

NORTH

(S

EC

TI

ON

1)

(SECTION 2) (SECTION 3) (SECTION 4) (SECTION 6)

(SECTION 5)

(SECTION 6)

GRAPHICAL SCALE: 1"=10'

10 5 0 10 20 30

AutoCAD SHX Text

SHORE ROAD

AutoCAD SHX Text

SOLDIERS HOME ROAD

AutoCAD SHX Text

MARSHALL AVE

AutoCAD SHX Text

SHORE ROAD

AutoCAD SHX Text

PLAN KEY NOTES

ED

HEADSTONE (TYP)

6" P

6" P

6"PHEADSTONE (TYP)

HEADSTONE (TYP)

HEADSTONE (TYP)

HEADSTONE (TYP)

UG

F

UGF

UGF

UGF UGF UGF UGF UGF UGF UGF UGF UGF UGF

UGF

UGF

UG

F

UGF

WV

CO

X X

X

W W

W W

UG

C

UGC

UGC

MULCH

MULCH

AC(2)

COMM.VLT

12"RCP

12"RCP

15"RCP

15"RCP

15"RCP

DI

RIM=8.55'

INV.=4.33'

STMH

RIM=8.81'

INV.=4.46'(24")

INV.=6.35'(12")

BRICK WALL

ASPHALT

BUSHES

BRICK BUILDING

BRICK BUILDING

CONC.

EP10

EP10 47

EP9 28

EP9 57

9 18

9 54 9 46

10 0

11 1

MULCH

UGF UGF

1 1

UGF UGF UGF UGF UGF

UGF

UGF

X X X X X X X X X X X X X X X

WV

XXXXXXXX

W W W W W W

UGC UGC UGC

MULCH

COMM.

VLT

"R

CP

"R

CP

12"RCP

"R

CP

DI

RIM=9.24'

INV.=5.97'

24"RCP 24"RCP

BRICK WALL WITH METAL FENCE (TYP.)

CONCRETE SIDEWALK

CONCRETE SIDEWALK

BRICK

COL.

HEADSTONE (TYP)

ASPHALT

ASPHALT

CONC. CURB

BR

IC

K

BU

ILD

IN

G

EP

EP

EP

EP

EP

EP

EP

EP

EP

EP

EP

EP

FOOTING IS 0.3-0.4' WIDER THAN

BRICK WALL ON BOTH SIDES OF WALL

BRICK WALL WITH METAL FENCE (TYP.)

UGF UGF UGF UGF UGF UGF UGF UGF UGF UGF UGF UGF UGF UGF

7 7

1 1

UGF

UGF

X X X X X X X X X X X X X X X

XXXXXX X X X

INV.=1.50'(24")

INV.=2.40'(18")

"R

CP

"R

CP

**COULD NOT OPEN STRUCTURE**

24"RCP 24"RCP

CONCRETE SIDEWALK CONCRETE SIDEWALK

ASPHALTASPHALT

ASPHALT

CONC. CURB

EP

EP

EP

EP

EP

EP

EP

EP

EP

EP

FOOTING IS 0.3-0.4' WIDER THAN

BRICK WALL ON BOTH SIDES OF WALL

BRICK WALL WITH METAL FENCE (TYP.) BRICK WALL WITH METAL FENCE (TYP.)

HEADSTONE (TYP)

UGF UGF UGF UGF UGF UGF UGF UGF UGF UGF UGF UGF UGF UGF UGF UGF UGF

7 7 7 7

1 1 1 1

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

HAMPTON, VA

849-MM22-06

MARCH 31, 2023 JPG MAM Dwg. of

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

FINAL CONSTRUCTION DOCUMENTS SUBMISSION

FINAL CONSTRUCTION

DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

HAMPTON NATIONAL CEMETERY

FIBER OPTIC EXTENSIONOCMI

(202) 607-7575

Fil e P ath : G

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.D W

G

ABOVE GROUP, INC.

(321) 345-9026

MICHAEL SURVEYING & MAPPING, P.C.

757-873-1762

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

SITE PLAN

CS100

GRAPHICAL SCALE: 1"=10'

10 5 0 10 20 30

NORTH

NORTH

NORTH

NORTH

GRAPHICAL SCALE: 1"=10'

10 5 0 10 20 30

GRAPHICAL SCALE: 1"=10'

10 5 0 10 20 30

KEY

NO. DESCRIPTION GRAPHIC

LIMITS OF CONSTRUCTION

8.

STANDARD DUTY ASPHALT PAVEMENT

CURB & GUTTER, MATCH EXISTING.

3. FIBER CONNECTION TO EXISTING BUILDING

DETAIL/PG

EXISTING TELECOMMUNICATIONS LINE

2. HANDHOLE. SEE ELECTRICAL

UGC

1. 2-IN CONDUIT FOR FIBERLINE UGF

TEST PIT TO VERIFY EX UTILITY LOCATION & DEPTH

4. CONCRETE SIDEWALK, MATCH EXISTING

5.

FIBER CROSSING WITH EXISTING STORM SEWER. CONTRACTOR

TO VERIFY EX STORM UTILITY DEPTH.6.

INSTALL CONDUIT WITH 1-FT OFFSET FROM ASPHALT WITHIN

GRASS STRIP. ASPHALT AND HISTORIC WALL (INCLUDING

FOUNDATION) SHALL NOT BE DAMAGED DURING CONSTRUCTION.

AT NO POINT SHOULD THE SOIL WITHIN THE EXCLUSION ZONE OF

THE EXISTING RETAINING WALL BE DISTURBED.

7.

9. REMOVE & REPLACE CHAINLINK MESH AS NEEDED FOR

FIBER INSTALLATION.

GRAPHICAL SCALE: 1"=10'

10 5 0 10 20 30

MA

TC

HL

IN

E -

SE

E

SE

CT

IO

N 4 -

SH

EE

T 08

SE

CT

IO

N

SE

CT

IO

N

SE

CT

IO

N

MA

TC

HL

IN

E -

SE

E

SE

CT

IO

N 2 A

BO

VE

MATCHLINE - SEE

SECTION 1 ABOVE

MA

TC

HL

IN

E -

SE

E

SE

CT

IO

N 3 B

EL

OW

MATCHLIN

E - S

EE

SECTION 2 B

ELOW

(S

EC

TI

ON

1)

(SECTION 2) (SECTION 3) (SECTION 4) (SECTION 6)

(SECTION 5)

AutoCAD SHX Text

SOLDIERS HOME ROAD

AutoCAD SHX Text

SOLDIERS HOME ROAD

AutoCAD SHX Text

MARSHALL AVE

AutoCAD SHX Text

SHORE ROAD

AutoCAD SHX Text

EX BUILDING

AutoCAD SHX Text

AutoCAD SHX Text

GI003

AutoCAD SHX Text

PLAN KEY NOTES

AutoCAD SHX Text

AutoCAD SHX Text E100

AutoCAD SHX Text

AutoCAD SHX Text E100

AutoCAD SHX Text

AutoCAD SHX Text E100

AutoCAD SHX Text

AutoCAD SHX Text

GI003

AutoCAD SHX Text

SOLDIERS HOME ROAD

ED

X

X

X

X

X

X

XXXXXXX

X X X X X X X X X X X X X X X

INV.=0.81'

24"RCP

CONCRETE SIDEWALK

ASPHALT ASPHALT

ASPHALT

EP

EP

06EP

EP

EP

EP

EP

EP

EP

FOOTING IS 0.3-0.4' WIDER THAN

BRICK WALL ON BOTH SIDES OF

WALL

HEADSTONE (TYP)

UGF UGF UGF UGF UGF UGF UGF UGF UGF UGF UGF UGF UGF UGF

UGF

UGF

UGF

UGF

TE

L P

ED

XXXXXXXXXXXXXX

X

X

X

MULC

H

BRICK WALL WITH METAL FENCE (TYP.)

ASPHALT

EP7

EP8

EP7

EP6

UGF

UGF

UGF UGF UGF UGF UGF UGF UGF

UGF

UGF

7 7

1 1

TE

L P

ED

HEADSTONE (TYP)

BU

SH

RO

W

BUSHES

HEADSTONE (TYP)

HEADSTONE (TYP)

HEADSTONE (TYP)

HEADSTONE (TYP)

UG

F

UGF

UGF

UGF UGF UGF UGF UGF UGF UGF UGF UGF UGF

UGF

UGF

UG

F

UGF

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

HAMPTON, VA

849-MM22-06

MARCH 31, 2023 JPG MAM Dwg. of

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

FINAL CONSTRUCTION DOCUMENTS SUBMISSION

FINAL CONSTRUCTION

DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

HAMPTON NATIONAL CEMETERY

FIBER OPTIC EXTENSIONOCMI

(202) 607-7575

Fil e P ath : G

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\P

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\C

S1

.D W

G

ABOVE GROUP, INC.

(321) 345-9026

MICHAEL SURVEYING & MAPPING, P.C.

757-873-1762

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

SITE PLAN

CS101

NORTH

NORTH

NORTH

KEY

NO. DESCRIPTION GRAPHIC

LIMITS OF CONSTRUCTION

8.

STANDARD DUTY ASPHALT PAVEMENT

CURB & GUTTER, MATCH EXISTING.

3. FIBER CONNECTION TO EXISTING BUILDING

DETAIL/PG

EXISTING TELECOMMUNICATIONS LINE

2. HANDHOLE. SEE ELECTRICAL

UGC

1. 2-IN CONDUIT FOR FIBERLINE UGF

TEST PIT TO VERIFY EX UTILITY LOCATION & DEPTH

4. CONCRETE SIDEWALK, MATCH EXISTING

5.

FIBER CROSSING WITH EXISTING STORM SEWER. CONTRACTOR

TO VERIFY EX STORM UTILITY DEPTH.6.

INSTALL CONDUIT WITH 1-FT OFFSET FROM ASPHALT WITHIN

GRASS STRIP. ASPHALT AND HISTORIC WALL (INCLUDING

FOUNDATION) SHALL NOT BE DAMAGED DURING CONSTRUCTION.

AT NO POINT SHOULD THE SOIL WITHIN THE EXCLUSION ZONE OF

THE EXISTING RETAINING WALL BE DISTURBED.

7.

9. REMOVE & REPLACE CHAINLINK MESH AS NEEDED FOR

FIBER INSTALLATION.

(S

EC

TI

ON

1)

(SECTION 2) (SECTION 3) (SECTION 4) (SECTION 6)

(SECTION 5)

SE

CT

IO

N

SE

CT

IO

N

MA

TC

HL

IN

E -

SE

E

SE

CT

IO

N 3 -

SH

EE

T 07

MATCHLIN

E - S

EE

SECTION 5 B

ELOW

MA

TC

HL

INE

- S

EE

SE

CT

IO

N 4

AB

OV

E

MA

TC

HL

IN

E -

SE

E

SE

CT

IO

N 6 -

SH

EE

T 09

GRAPHICAL SCALE: 1"=10'

10 5 0 10 20 30

AutoCAD SHX Text

SOLDIERS HOME ROAD

AutoCAD SHX Text

MARSHALL AVE

AutoCAD SHX Text

SHORE ROAD

AutoCAD SHX Text

AutoCAD SHX Text

GI003

AutoCAD SHX Text

PLAN KEY NOTES

AutoCAD SHX Text

AutoCAD SHX Text E100

AutoCAD SHX Text

AutoCAD SHX Text E100

AutoCAD SHX Text

AutoCAD SHX Text E100

AutoCAD SHX Text

AutoCAD SHX Text

GI003

AutoCAD SHX Text

SOLDIERS HOME ROAD

CO

LP

LP

LP

WM

CO

CO

CO

X

X

X

X

X

X

X X

X X

X X

X

XXX

LP

WV

WV

LP

WV

X

X

X

X X

X X

X

X

X X

X

X

X

X

X

X

CONC.

MU

LC

H

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

G

PP

UGC

UGC

UGC

G

G

UGC

UGC

UGC

UG

C

UG

C

UGC

UGC

UGC

UG

C

W

W

W

W

W W

W

W

W

W

W W

W W

W

W

UGC

UGC

UGC

UGC

UGC

PP

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OHE

OHE

OHE

OHE

E

T

ELE

C.

VLT

ELE

C.

VLT

CHARTE

R

VLT

SFV

SFV

INV.=2

.05

STMH

RIM=4.80'

INV.=0.20'

24"RCP

"R

CP

"R

CP

"R

CP

STMH

RIM=7.44'

INV.=3.49'

STMH

RIM=6.50'

INV.=3.66'

DI

RIM=5.61'

INV.=3.80'

6"

RC

P 6"

DI

12"

DI

CDI

RIM=4.20'

INV.=2.41'

CDI

RIM=4.24'

INV.=2.34'

24"RCP

STMH

RIM=6.16'

INV.=2.96'

W

W

W

GRAVEL

OLD PAINT BY

OTHERS, MSM COULD

NOT RECREATE THESE

MARKS

OLD PAINT BY OTHERS, MSM

COULD NOT RECREATE THESE

MARKS

OLD PAINT BY

OTHERS, MSM COULD

NOT RECREATE THESE

MARKS

NO TRACER

WIRE FOUND

FOR THIS

UTILITY COULD

NOT MARK

CH

AI

N

LIN

K

FE

NC

E

BRICK WALL WITH METAL FENCE (TYP.)

ASPHALT

AS

PH

AL

T

HEADWALL

NO PIPES VISABLE

CO

NC

RE

TE

W

AL

L

CONC.

ASPHALT

ASPHALT

CHAIN LINK FENCE

CO

NC

. C

UR

B

GU

TT

ER

CONC. CURB & GUTTER

6" P

6"P

6"P

BU

SH

RO

W

EP

EP

EP

EP

EP

EP

EP

EP

EP

EP

EP

EP

EP

EP

EP

EP

EP

EP

EP

EP

PK SET

N 3537631.95' E 12115556.62' Elev=4.05'

10"CI

10"CI

NO TRACER WIRE FOUND FOR

THIS UTILITY COULD NOT MARK

FOOTING IS 0.3-0.4' WIDER THAN

BRICK WALL ON BOTH SIDES OF

WALL

UG

F

UG

F

UG

F

UG

F

UGF

UGF

UGF

UGF

UGF

UGF

UGF

UGF

UGF

UGF

UGF

UGF

UGF

UGF

5 5

9 6

UGF

UGF

UGF

UGF

TE

L P

ED

HEADSTONE (TYP) HEADSTONE (TYP)

HEADSTONE (TYP)

HEADSTONE (TYP)

HEADSTONE (TYP)

UG

F

UGF

UGF

UGF UGF UGF UGF UGF UGF UGF UGF UGF UGF

UGF

UGF

UG

F

UGF

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

HAMPTON, VA

849-MM22-06

MARCH 31, 2023 JPG MAM Dwg. of

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

FINAL CONSTRUCTION DOCUMENTS SUBMISSION

FINAL CONSTRUCTION

DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

HAMPTON NATIONAL CEMETERY

FIBER OPTIC EXTENSIONOCMI

(202) 607-7575

Fil e P ath : G

:\P

RO

JE

CT

\S

BU

\33

-1

1 H

AM

PT

ON

F

IB

ER

\E

NG

IN

\P

LA

NS

\C

S1

.D W

G

ABOVE GROUP, INC.

(321) 345-9026

MICHAEL SURVEYING & MAPPING, P.C.

757-873-1762

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

SITE PLAN

CS100

NORTH

KEY

NO. DESCRIPTION GRAPHIC

LIMITS OF CONSTRUCTION

8.

STANDARD DUTY ASPHALT PAVEMENT

CURB & GUTTER, MATCH EXISTING.

3. FIBER CONNECTION TO EXISTING BUILDING

DETAIL/PG

EXISTING TELECOMMUNICATIONS LINE

2. HANDHOLE. SEE ELECTRICAL

UGC

1. 2-IN CONDUIT FOR FIBERLINE UGF

TEST PIT TO VERIFY EX UTILITY LOCATION & DEPTH

4. CONCRETE SIDEWALK, MATCH EXISTING

5.

FIBER CROSSING WITH EXISTING STORM SEWER. CONTRACTOR

TO VERIFY EX STORM UTILITY DEPTH.6.

INSTALL CONDUIT WITH 1-FT OFFSET FROM ASPHALT WITHIN

GRASS STRIP. ASPHALT AND HISTORIC WALL (INCLUDING

FOUNDATION) SHALL NOT BE DAMAGED DURING CONSTRUCTION.

AT NO POINT SHOULD THE SOIL WITHIN THE EXCLUSION ZONE OF

THE EXISTING RETAINING WALL BE DISTURBED.

7.

9. REMOVE & REPLACE CHAINLINK MESH AS NEEDED FOR

FIBER INSTALLATION.

NORTH

(S

EC

TI

ON

1)

(SECTION 2) (SECTION 3) (SECTION 4) (SECTION 6)

(SECTION 5)

(SECTION 6)

MATCHLIN

E - S

EE

SECTIO

N 5 -

SHEET 08

GRAPHICAL SCALE: 1"=10'

10 5 0 10 20 30

AutoCAD SHX Text

SHORE ROAD

AutoCAD SHX Text

MARSHALL AVE

AutoCAD SHX Text

SHORE ROAD

AutoCAD SHX Text

AutoCAD SHX Text

GI003

AutoCAD SHX Text

PLAN KEY NOTES

AutoCAD SHX Text

AutoCAD SHX Text E100

AutoCAD SHX Text

AutoCAD SHX Text E100

AutoCAD SHX Text

AutoCAD SHX Text E100

AutoCAD SHX Text

AutoCAD SHX Text

GI003

AutoCAD SHX Text

SOLDIERS HOME ROAD

1PH SINGLE-PHASE

3PH THREE-PHASE

4W FOUR-WIRE

A/E ARCHITECT/ENGINEER

AF AMPERE FRAME OR AMP FUSE

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AHJ AUTHORITY HAVING JURISDICTION

AIC AMPERE INTERRUPTING CAPACITY

ALT ALTERNATE

AMP AMPERE

ASC AMPS SHORT CIRCUIT

AT AMPERE TRIP

ATS AUTOMATIC TRANSFER SWITCH

AUTO AUTOMATIC

AV AUDIO VISUAL

BLDG BUILDING

C CONDUIT

CAT CATALOG

CATV COMMUNITY ANTENNA TELEVISION

CCTV CLOSED CIRCUIT TELEVISION

cd CANDELA

CD CONSTRUCTION DOCUMENTS

CKT CIRCUIT

CLG CEILING

COAX COAX CABLE

COMM COMMUNICATION

CONC CONCRETE

CONT CONTINUE

COORD COORDINATE

CRI COLOR RENDERING INDEX

CT CURRENT TRANSFORMER

CU COPPER

DB DECIBEL OR DIRECT BURIAL

DC DIRECT CURRENT

DEG C DEGREES CELSIUS

DEG F DEGREES FAHRENHEIT

DEMO DEMOLITION

DISC DISCONNECT

DN DOWN

DPDT DOUBLE POLE, DOUBLE THROW

DPST DOUBLE POLE, SINGLE THROW

DS DISCONNECT SWITCH

DWG DRAWING

ELEC ELECTRIC OR ELECTRICAL

ELEV ELEVATOR

EMT ELECTRICAL METALLIC TUBING

ENCL ENCLOSURE

EPO EMERGENCY POWER OFF

ESMT EASEMENT

EWC ELECTRIC WATER COOLER

EWH ELECTRIC WATER HEATER

ETR EXISTING TO REMAIN

ELECTRICAL ABBREVIATIONS

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR PANEL

FACP FIRE ALARM CONTROL PANEL

FC FOOTCANDLE

FLA FULL LOAD AMPS

FP FIRE PROTECTION

FT FEET OR FOOT

GND GROUND

G OR GFCI GROUND FAULT CIRCUIT INTERRUPTER

GTB GROUND TERMINAL BOX

HOA HAND-OFF-AUTOMATIC

HP HORSEPOWER

HZ HERTZ

IESNA ILLUMINATION ENGINEERING SOCIETY OF NORTH AMERICA

IMC INTERMEDIATE METAL CONDUIT

IR INFRARED

IWH INSTANTANEOUS WATER HEATER

J-BOX JUNCTION BOX

kV KILOVOLT kVA KILOVOLT AMPERE kVAH KILOVOLT AMPERE PER HOUR kVAR KILOVOLT AMPERE REACTIVE kW KILOWATT kWH KILOWATT HOUR

LED LIGHT EMITTING DIODE

LF LINEAR FEET (FOOT)

LM LUMEN

LP LIGHT POLE

LRA LOCKED ROTOR AMPS

LTG LIGHTING

LV LOW VOLTAGE

MAX MAXIMUM

MC METAL-CLAD

MCA MINIMUM CIRCUIT AMPS

MCB MAIN CIRCUIT BREAKER

MCC MOTOR CONTROL CENTER

MDP MAIN DISTRIBUTION PANEL

MECH MECHANICAL

MH MANHOLE

MIN MINIMUM

MOCP MAXIMUM OVERCURRENT PROTECTION

MLO MAIN LUGS ONLY

MTD MOUNTED

MTG MOUNTING

MTS MANUAL TRANSFER SWITCH

MV MEDIUM VOLTAGE

MVA MEGAVOLT-AMPERE

MW MEGAWATT MICROWAVE

NC NORMALLY CLOSED

NEC NATIONAL ELECTRICAL CODE

NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION

NEUT OR N NEUTRAL

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NIC NOT IN CONTRACT

NL NIGHT LIGHT

NO NORMALLY OPEN

NS NO SCALE

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OL OVERLOAD

P POLE

PA PUBLIC ADDRESS

PCB POLYCHLORINATED BIPHENYL

PH PHASE

PNL PANEL

POD POWER OPERATED DAMPER

PVC POLYVINYL CHLORIDE (PLASTIC)

PWR POWER

RCP REFLECTED CEILING PLAN

RGS RIGID GALVANIZED STEEL

RM ROOM

RMS ROOT MEAN SQUARE

REQD REQUIRED

SCC SHORT CIRCUIT CAPACITY

SD SMOKE DETECTOR

SF SQUARE FOOT (FEET)

SI INTERNATIONAL SYSTEM OF UNITS

SPEC SPECIFICATION

SPST SINGLE POLE, SINGLE THROW

SW SWITCH

SWBD SWITCHBOARD

SWGR SWITCHGEAR

TEL TELEPHONE

TP TWISTED PAIR

TPS TWISTED PAIR SHIELDED

TTB TELEPHONE TERMINAL BOARD

TV TELEVISION

TYP TYPICAL

UGND UNDERGROUND

UL UNDERWRITERS LABORATORY

UON UNLESS OTHERWISE NOTED

UPS UNINTERRUPTIBLE POWER SUPPLY

V VOLT

VA VOLT AMPERE

VAR VOLT AMPERE REACTIVE

VFD VARIABLE FREQUENCY DRIVE

VOLT VOLTAGE

W WATT

WH WATER HEATER

WP WEATHERPROOF

XFER TRANSFER

XFMR TRANSFORMER

ABBR. DESCRIPTION ABBR. DESCRIPTION ABBR. DESCRIPTION

AWG AMERICAN WIRE GAUGE

KCMIL ONE-THOUSAND CIRCULAR MILS

NA NOT APPLICABLE

HD HEAT DETECTOR

NEW (HEAVY, SOLID LINE)

EXISTING TO REMAIN (LIGHT, SOLID LINE)

HANDHOLE

ELECTRICAL SYMBOLS - POWER/LIGHTING PLANS

SYMBOL DESCRIPTION

NEW BELOW GRADE (HEAVY, DASHED LINE)

HH

GENERAL NOTES

1. PRODUCTS SHALL BE OF MATERIALS THAT ARE SUITABLE FOR THE ENVIRONMENT IN WHICH THEY ARE TO BE INSTALLED.

2. WORKING CLEARANCES AROUND ELECTRICAL EQUIPMENT SHALL BE MAINTAINED IN COMPLIANCE WITH THE NATIONAL ELECTRICAL CODE

ARTICLE 110, COORDINATE EQUIPMENT INSTALLATION TO MAINTAIN REQUIRED CLEARANCES.

3. LOCATIONS OF EQUIPMENT SHOWN ON THE DRAWINGS ARE APPROXIMATE, COORDINATE EXACT EQUIPMENT LOCATION AND CONNECTION

REQUIREMENTS WITH THE APPROPRIATE TRADE PRIOR TO INSTALLATION.

4. PROVIDE FINAL CONNECTIONS TO OWNER PROVIDED EQUIPMENT WHERE INDICATED ON THE PLAN DRAWINGS.

5. PROVIDE ALL SLEEVES AS REQUIRED FOR ALL LOW VOLTAGE CABLE PATHWAYS. RESTORE THE FIRE RATING OF THE SURFACE.

6. ALL TELECOMMUNICATIONS CONDUITS SHALL BE PROVIDED WITH BUSHINGS AT EACH END FOR PROTECTION OF STRUCTURED CABLE.

IN

T

E

GR I TY FEDE

R

A L

S ERV I C E S

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

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

STAMPARCHITECT/ENGINEER OF RECORDCONSULTANT

OCMI

(202) 607-7575

ABOVE GROUP, INC.

(321) 345-9026

MICHAEL SURVEYING & MAPPING, P.C.

757-873-1762 Dwg. of

321 4 5 6 7 8 9 10

A u to d e s k D o c s /0

H a m p to n N a ti o n a l C e m e te ry F ib e r

U p g ra d e

/0

H a m p to n N a tl C e m e te ry F ib e r

R

E S

.r v t

/1

/2

:5

:0

A

M

E-001

ELECTRICAL LEGEND & SYMBOLS HAMPTON NATIONAL CEMETERY

FIBER OPTIC EXTENSION

HAMPTON VA

849-MM22-06

MARCH 31, 2023 BMS CVM

FINAL CONSTRUCTION

DOCUMENTS

FINAL CONSTRUCTION DOCUMENTS SUBMISSION

10 12

SHEET LIST

SHEET NUMBER SHEET NAME

E-001 ELECTRICAL LEGEND & SYMBOLS

E-100 SITE PLAN - CONDUIT ROUTING

E-101 ELECTRICAL PHOTOS

Revisions Date

B

A N D

R G E

N T

P R

O F

E S

S

IONA L EN

G I N

E E

R

L I CENSE

F

LO R I D A

STATE OF

No. 92822

R

ON

M SA.

S O L D

IE

R S

H O M E

R O A D

S O L D

IE

R S

H O M E

R O A D

M A R S H A

LL

A V E

SH

OR

E

RO

AD

HEADWALL

NO PIPES VISABLE

ASPHALT

ASPHALT

CONCRETE W

ALL

AC(2)

ANNOUNCERS BOX

BRICK BUILDING

BRIC

K B

UILDIN

G

BRIC

K B

UILDIN

G

WM

LP

ELEC PED

LP

LP

LP

LP

LP

PP

PPPP

CO

CO CO

CO

EP4

EP4

EP4

EP7

EP9

EP9

EP9

EP8

EP8

EP9

EP9

EP6

EP7

EP8

EP8

EP9

EP9

EP8

EP8

EP7

EP6

EP6

EP4

EP9

EP9

EP9

EP9

EP9

EP9

EP9

EP9

EP9

EP9

EP9

EP9

EP9

EP5

EP6

EP10

EP10

EP10

EP9

EP9

EP9

EP9

EP9

EP9

34 EP9

EP9

EP9

EP3

EP3

EP3

EP3

EP5

EP3

EP4

EP6

EP6

EP6

EP5

EP6

EP6

EP6

PK SET

N 3538462.52'

E 12114850.65' Elev=9.84'

PK SET

N 3537631.95' E 12115556.62'

Elev=4.05'

OLD PAINT BY

OTHERS, MSM

COULD NOT

RECREATE THESE

MARKS

6"P

6"P

6"P

B R

IC

K

W A

LL

W

IT

H

M E

T A

L F

E N

C E

T

Y P

BRIC

K W

ALL W

ITH M

ETAL FEN

CE (TYP.)

BRIC

K W

ALL

BRIC

K W

ALL

BRIC

K W

ALL

BRICK

COL.

FOOTING IS 0.3-0.4'

WIDER THAN BRICK

WALL ON BOTH

SIDES OF WALL

FOOTING IS 0.3-0.4'

WIDER THAN BRICK

WALL ON BOTH

SIDES OF WALL

FOOTING IS 0.3-0.4'

WIDER THAN BRICK

WALL ON BOTH

SIDES OF WALL

FOOTING IS 0.3-0.4'

WIDER THAN BRICK

WALL ON BOTH

SIDES OF WALL

TEL PED

GRAVE(TYP.)

GRAVE(TYP.)

GRAVE(TYP.)

MULC

H

MULCH

MULC

H

MULC

H

BOLLARD(TYP)

NO TRACER WIRE

FOUND FOR THIS

UTILITY COULD

NOT MARK

CO

CO

CO

CO

WV

WV

WV

WV

WV

WV

WV

10"C I

10"C I

10"CI

10"

CI

10"

CI

14"

CI

14"

CI

14"

CI

10"

CI

BUSHROW

BUSHES

INV.=2.05'

STMH

RIM=4.80'

INV.=0.20'

STMH

RIM=6.06'

INV.=0.81'

DI

RIM=8.50'

INV.=1.50'(24")

INV.=2.40'(18")

COULD NOT

FIND

CONNECTING

STRUCTURE

18"R

CP

"R

CP

STMH

RIM=9.33'

**COULD NOT OPEN

STRUCTURE**

DI

RIM=8.77'

INV.=3.92'

STMH

RIM=9.80'

INV.=1.97'(24")

INV.=2.75'(18")

COULD NOT

FIND

CONNECTING

STRUCTURE

18"R

CP

STMH

RIM=10.25'

INV.=2.80'(24")

INV.=4.20'(15")

INV.=5.89'(12")

12"

RCP

2"R

C P

12"RCP

15"

RCP

15"

RCP

15"

RCP

15"RCP

DI

RIM=8.55'

INV.=4.33'

STMH

RIM=8.81'

INV.=4.46'(24")

INV.=6.35'(12")

DI

RIM=8.49'

INV.=4.94'

DI

RIM=9.24'

INV.=5.97'

DI

RIM=8.85'

INV.=7.07'

STMH

RIM=9.98'

INV.=2.78'

4"R

C P

24"RCP

24"RCP

24"RCP

24"RCP

24"RCP

24"R C

P

"R

C P

15"R

CP

15"R

CP

STMH

RIM=7.44'

INV.=3.49'

STMH

RIM=6.50'

INV.=3.66'

DI

RIM=5.61'

INV.=3.80'

6"R

CP

6"D I

12"DI

CDI

RIM=4.20'

INV.=2.41'

CDI

RIM=4.24'

INV.=2.34'

24"RCP

STMH

RIM=6.16'

INV.=2.96'

SFV

SFV

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

AS

PHALT

AS

PHALT

CONC. C

URB & G

UTTER

C O

N C

. C U

R B

& G U

TTE

R

GRAVEL

CONC. C

URB &

G

UTT

ER

CONC.

CO

NCRETE SIDEW

ALK

CO

NCRETE SIDEW

ALK

CO

NCRETE SIDEW

ALK

CO

NCRETE SIDEW

ALK

BRICK SIDEW

ALK

CO

NC.

CO

NC.

CO

NC.

CO

NC.

CO

NC

CO

NC. CURB

CO

NC. CURB

CO

NC. CURB

CO

NC. CURB

CO

NC.

CHAIN

LIN

K F

ENCE

W

OOD F

ENCE

C H

AIN

LIN

K FEN

C

E

TE

TRANS

E

T

ELEC.

VLT

ELEC.

VLT

CHARTER

VLT

COMM.

VLT

OLD PAINT BY

OTHERS, MSM

COULD NOT

RECREATE THESE

MARKS

NO TRACER WIRE

FOUND FOR THIS

UTILITY COULD

NOT MARK

TEL PED

HH

HH

HH

HH

HH

EXIS

TIN

G B

UILD

IN

G

EXIS

TIN

G

BUILDIN

G

FINISH GRADE/ASPHALT

0'-6"

1'-0"

DETECTABLE

WARNING TAPE

CONDUIT SPACER (TYP.)

2" GALVANIZED RIGID CONDUIT WITH

(2) 2" 3-CELL INNERDUCTS.

SEE…