540-24-104 Clarksburg Mobile Pad - Bid Set Drawings - Copy.pdf

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

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10 www.abovegroupinc.com COA/CA Lic. No. 31120

FULLY SPRINKLERED

Department of Veterans Affairs Medical Center

ABOVE GROUP, INC.

MECHANICAL ELECTRICAL PLUMBING

305 EAST DRIVE, SUITE H

MELBOURNE, FL 32904

321.345.9026 P

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

PH: 321.345.9026

VA Project No.

AG Project No.

A u to d e s k D o c s

/0

C la rk s b u rg

V A

M C

M o b ile P a d

/0

C la rk s b u rg

V A

M o b ile P a d

R

E

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/2

/2

:3

:5

A

M

GI001

PROJECT COVER SHEET VAMC CLARKSBURG MOBILE

PAD

CLARKSBURG VA

0124029

05/28/2025 GCC CNB

BID SET

VAMC CLARKSBURG MOBILE PAD

VAMC - LOUIS A JOHNSON 1 Medical Center Dr, Clarksburg, WV 26301 PROJECT #: 540-24-104

540-24-104

SHEET LIST

SHEET NUMBER SHEET NAME

GENERAL

GI001 PROJECT COVER SHEET

CIVIL

CI001 SITE CIVIL GEN. NOTES, SYMBOLS, AND ABBREVIATIONS

CI501 SITE CIVIL DETAILS

C-100 OVERALL CONSTRUCTION SEQUENCING PLAN

XP101 EXISTING CONDITIONS PLAN

GC001 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS

GC101 EROSION AND SEDIMENT CONTROL PLAN PHASE I & II

CD101 SITE DEMOLITION PLAN

CS101 SITE LAYOUT AND UTILITY PLAN

CG101 SITE GRADING AND DRAINAGE PLAN

CS102 MOBILE TRAILER DECOMMISSIONING PLAN (NOT IN CONTRACT)

LP101 LANDSCAPE PLAN

STRUCTURAL

S-001 GENERAL NOTES AND ABBREVIATIONS

SS101 TEMPORARY TRAILER FOUNDATION PLAN

S-301 CONCRETE DETAILS AND SECTIONS

ARCHITECTURAL

AG001 GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS

AG002 ICRA ASSESSMENT NOTES

AD-101 BASEMENT REMOVAL PLAN - PARTIAL

AD-111 FIRST FLOOR REMOVAL PLAN-PARTIAL

AD-121 SECOND FLOOR REMOVAL PLAN-PARTIAL

AS-101 ARCH. SITE PLAN, ENCLOSURE PLAN & ELEVATIONS

A-101 BASEMENT FLOOR PLAN - PARTIAL

A-111 FIRST FLOOR PLAN - PARTIAL

A-121 SECOND FLOOR PLAN - PARTIAL

PLUMBING

P-001 PLUMBING NOTES, LEGENDS, & SYMBOLS

P-101 SITE PLAN - PLUMBING - PROPOSED NEW WORK

P-102 ENLARGED PLAN - PLUMBING - NEW WORK

P-501 PLUMBING DETAILS

ELECTRICAL

E-001 ELECTRICAL LEGENDS & SYMBOLS

ED-100 SITE PLAN - POWER - DEMOLITION

E-100 SITE PLAN - POWER - NEW WORK

E-101 BASEMENT OVERALL PLAN - POWER - NEW WORK

E-102 FIRST FLOOR OVERALL PLAN - POWER - NEW WORK

E-103 SECOND FLOOR OVERALL PLAN - POWER - NEW WORK

E-501 ELECTRICAL DETAILS

E-601 ELECTRICAL DIAGRAMS

PROJECT LOCATION

© Google/Apple/Bing Maps

DELTA ENGINNERS,

ARCHITECTS, & SURVEYORS

ARCHITECT

8401 CONNETICUT AVE, SUITE 350

CHEVY CHASE, MD 20815

301.718.0080 P

INTEGRITY FEDERAL

SERVICES

CIVIL AND LANDSCAPE

148 S QUEEN STREET, SUITE 201

MARTINSBURG, WV 25401

304.725.8456 P

O'CONNOR CONSTRUCTION

MANAGEMENT INC, OCMI

COST ESTIMATING

2015 AYRSLEY TOWN BLVD., SUITE 202

CHARLOTTE, NC 28273

704.280.8356 P

NN

1. THE DEPARTMENT OF VETERANS AFFAIRS PROJECT SCOPE INCLUDES CONSTRUCTING A NEW PAD FOR A FUTURE MOBILE IMAGING

TRAILER AND NECESSARY UTILITY HOOKUPS.

2. REFERENCE DEMOLITION PLAN FOR HORIZONTAL AND VERTICAL CONTROL.

3. THE CONTRACTOR SHALL MAINTAIN A CLEAN AND ORDERLY APPEARANCE IN ALL WORK AREAS. 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 OR AS DIRECTED BY THE VA CONTRACTING OFFICERS REPRESENTATIVE “VA COR”.

4. THE GC'S SUPERINTENDENT, WHO IS APPRISED OF THE CONDITION AND PROGRESS OF ALL AREAS OF WORK ON SITE SHALL BE PRESENT AT ALL TIMES WHEN WORK IS BEING DONE. 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.

5. CONSTRUCTION OF THE PROJECT SHALL BE IN CONFORMANCE WITH ALL APPLICABLE VA, FEDERAL AND STATE REQUIREMENTS.

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. LIMITS OF DISTURBANCE ARE APPROXIMATE. ALL AREAS DISTURBED BY THE CONTRACTOR SHALL BE RESTORED. DISTURBED TURF

AREAS SHALL BE RESTORED.

8. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND COORDINATES AND REPORT ANY DISCREPANCIES TO THE VA COR PRIOR TO

ANY CONSTRUCTION.

9. PLANS SHOW FIXTURES “SIGNS, LIGHTS, ETC.” THAT ARE TO BE REMOVED AND REINSTALLED AFTER CONSTRUCTION OF UTILITIES.

CONTRACTOR SHALL:

A. DOCUMENT CONDITION OF FIXTURES PRIOR TO REMOVAL.

B. REMOVE ALL FIXTURES USING METHODS THAT DO NOT CAUSE DAMAGE.

C. STORE THE FIXTURES IN A VA COR APPROVED LOCATION UNTIL REINSTALLMENT

D. PROTECT ALL STORED FIXTURES FROM DAMAGE

PRICING NOTES:

GENERAL NOTES:

CONSTRUCTION NOTES:

1. REFERENCE DIVISION 1 SPECIFICATIONS FOR A COMPREHENSIVE LIST OF REQUIREMENTS. CONTRACTOR SHALL PROVIDE

ALTERNATE PRICING AS FOLLOWS:

A. ITEM I, BASE BID : WORK INCLUDES GENERAL CONSTRUCTION, ALTERATIONS, AND NECESSARY REMOVAL OF EXISTING

COMPONENTS.

2. CONTRACTOR IS TO ASSUME THAT ALL WORK WITHIN THE EXISTING HOSPITAL BUILDINGS FOR UTLITIY CONNECTIONS IS TO OCCUR

DURING OFF HOURS AND OR WEEKENDS.

A. THE VA RESERVES THE RIGHT TO REQUEST WORK OCCURS DURING NORMAL BUSINESS HOURS AT THEIR OWN DISCRESSION.

3. CONTRACTOR IS TO ASSUME THAT WORK REQUIRED TO ROUTE NEW CONDUITS WITHIN THE BUILDING SHALL OCCUR WITHIN MOBILE HEPA CARTS FOR INFECTION CONTROL, AND ROOMS AND SPACES WILL NOT BE SHUTDOWN TO ACCOMODATE THE WORK.

* PLEASE NOTE THAT THE TERM PROJECT ENGINEER REFERS TO THE CONTRACTING OFFICER'S REPRESENTATIVE (C.O.R.).

1. ALL WORK SHALL COMPLY WITH THE LATEST NFPA 101 LIFE SAFETY CODE, INTERNATIONAL BUILDING CODE, AND OTHER CODES AS IDENTIFIED IN VHA PROGRAM GUIDE PG-18-3, TOPIC 01, CODES, STANDARDS AND EXECUTIVE ORDERS WHICH CAN BE FOUND ON

THE DEPARTMENT OF VETERAN AFFAIRS, TECHNICAL INFORMATION LIBRARY WEBSITE.

2. ALL WORK SHALL COMPLY WITH REQUIREMENTS OF THE LATEST ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARD (ABAAS) AND DEPARTMENT OF VETERANS AFFAIRS BARRIER FREE DESIGN GUIDE PG-18-13 WHICH CAN BE FOUND ON THE

DEPARTMENT OF VETERANS AFFAIRS TECHNICAL INFORMATION LIBRARY WEBSITE.

3. CONTRACTOR IS RESPONSIBLE TO VISIT THE SITE, EXAMINE AND ACCEPT EXISTING CONDITIONS PRIOR TO BIDDING. SITE VISITS

TO BE COORDINATED WITH THE CONTRACTING OFFICER'S REPRESENTATIVE.

4. CONTRACTOR IS RESPONSIBLE TO REPAIR AND/OR REFINISH, TO MATCH ADJACENT EXISTING SURFACES, ANY EXISTING MATERIALS TO REMAIN THAT ARE DAMAGED DURING THE COURSE OF DEMOLITION OR NEW WORK.

5. WHERE REMOVAL OF EXISTING WORK IS REQUIRED FOR INSTALLATION OF NEW WORK, CONTRACTOR SHALL REPAIR EXISTING CONSTRUCTION TO REMAIN OR PROVIDE NEW CONSTRUCTION TO MATCH EXISTING ADJACENT SURFACES TO REMAIN.

6. CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO ORDERING, FABRICATING OR

INSTALLING NEW MATERIALS.

7. CONTRACTOR IS RESPONSIBLE TO VERIFY SIZES OF ALL EQUIPMENT, ETC. TO BE INSTALLED AS PART OF THIS PROJECT, AND WHERE NECESSARY, MAKE SPECIAL PROVISIONS TO INSTALL EQUIPMENT THAT IS TOO LARGE TO FIT THROUGH FINISHED

OPENINGS.

8. CONTRACTOR SHALL PROVIDE WOOD BLOCKING AT TOILET ACCESSORIES, HAND RAILS, BUMPER RAILS, SHELVING, CASEWORK, MOUNTING BRACKETS AND OTHER WALL MOUNTED ITEMS, AS INDICATED IN THE CONTRACT DOCUMENTS AND AS RECOMMENDED

BY PRODUCT MANUFACTURERS. ALL WOOD BLOCKING SHALL BE FIRE RETARDANT TREATED.

9. ALL EXPOSED NEW WORK IS TO RECEIVE NEW FINISHES UNLESS SPECIFICALLY NOTED OTHERWISE. IF NO FINISH IS INDICATED AT A PARTICULAR SURFACE, CONTRACTOR SHALL PROVIDE FINISH(S) AS INDICATED AT SIMILAR CONDITIONS.

10. CONTRACTOR SHALL PROVIDE COMPLETE AND FULLY OPERATIONAL SYSTEMS WHICH COMPLY WITH STATED CODES AND REGULATIONS. WHERE THE OMISSION OF A PART OR ELEMENT OF A SYSTEM WOULD RESULT IN THE NON-OPERATION, OR INCORRECT OPERATION OF A SYSTEM, CONTRACTOR SHALL INCLUDE SAID PART OR ELEMENT AS PART OF THE WORK.

11. ALL PENETRATIONS THROUGH NEW AND/OR EXISTING SMOKE OR FIRE RATED WALLS SHALL BE SMOKE/FIRE STOPPED AS

REQUIRED BY THE RATING OF THE WALL.

Revisions Date

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

VAMC CLARKSBURG MOBILE

PAD

CLARKSBURG VA

VA PROJECT NO. 540-24-104

05/28/2025 PC BS

Revisions Date

BID SET

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

AG PROJECT NO. 0124029

FULLY SPRINKLERED

Dwg. of 11

SITE CIVIL GENERAL NOTES, SYMBOLS, AND

ABBREVIATIONS

CI001

REVERSE CURB

W W

OHE OHE

UGE UGE

TRANSCURB

X X X

OHC

UGC

FM FM FM

SSSS

G G

CIVIL LEGEND

EXISTING

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

CONCRETE SIDEWALK

SANITARY SEWER MAIN

STORM SEWER LINE

TREES/SHRUBS

LIMITS OF GRADING

INDEX CONTOUR LINE

INTERMEDIATE CONTOUR LINE

SPOT ELEVATIONS

MISCELLANEOUS SIGNS

SITE LIGHT WITH POLE

DRIP LINE OF TREES

OHE

UGE

ORNAMENTAL FENCE

SOIL PROFILE BOUNDARY

WIRE FENCEXXXX

EDGE OF GRAVEL

GUARDRAIL

EDGE OF CONCRETE

LP

SANITARY SEWER CLEANOUT

SANITARY SEWER MANHOLE

STORM SEWER MANHOLE

STORM SEWER YARD INLET

STORM SEWER CATCH BASIN

STORM SEWER RIP-RAP

STORM SEWER END SECTION

FIRE HYDRANT

WATER VALVE

WATER METER

FLAG POLE

UTILITY POLE

FEATURE WALL

OHC

UGC

OVERHEAD COMMUNICATIONS LINE

UNDERGROUND COMMUNICATIONS LINE

GROUND LIGHT

UTILITY POLE GUY WIRE

SANITARY SEWER FORCE MAINFM FM FM

W W W

LIMITS OF WORK

G UNDERGROUND GAS LINE

DRIP LINE OF BRUSH

WETLANDS

ELECTRIC BOX / METER / MANHOLE

BOLLARD

MOUNTABLE CURB

STORM DRAINAGE CLEANOUT

DETAIL LABEL

SOIL PROFILE SYMBOL

PARKING COUNT

TEST-PIT

JERSEY BARRIER

NORTH ARROW

DEMOLISHED

EXISTING

PROPOSEDEXISTING

TO REMAIN

GAS VALVE / METER / MANHOLE

ABBREVIATIONS:A AREA OR ARC

AC ACRE

ADA AMERICANS WITH DISABILITIES ACT

ADMIN ADMINISTRATION

AGE ABOVE GROUND ELECTRIC

AGEC ABOVE GROUND ELECTRIC CONDUIT

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

APPROX APPROXIMATE

ARCH ARCHITECTURAL

ASPH ASPHALT

AST ABOVE-GROUND STORAGE TANK

ATS ACTIVE TREATMENT SYSTEM

AVE AVENUE

AWWA AMERICAN WATER WORKS ASSOCIATION

A/C AIR CONDITIONING

BC BOTTOM OF CURB

BF BASEMENT FLOOR

BFP BACKFLOW PREVENTER

BFV BUTTERFLY VALVE

BITUM BITUMINOUS

BL BASE LINE

BLDG BUILDING

BLVD BOULEVARD

BM BENCHMARK, BASELINE MARKER

BMP BEST MANAGEMENT PRACTICES

BOE BOTTOM OF EXCAVATION

BOV BLOW OFF VALVE

BRG BEARING

BRL BUILDING RESTRICTION LINE

BV BALL VALVE

BW BOTTOM OF WALL

C COEFFICIENT OF RUNOFF

CALC CALCULATE

CB CATCH BASIN OR CHORD BEARING

CC CENTER TO CENTER

CCTV CLOSED CIRCUIT TELEVISION

CD CONSTRUCTION DOCUMENTS, CONTRACT DOCUMENTS OR CHECK DAM

CDW CHILLED DRINKING WATER

CDWR CHILLED DRINKING WATER RETURN

CDWS CHILLED DRINKING WATER SUPPLY

CE CONSTRUCTION ENTRANCE

CEM CEMENT OR CEMETERY

CF CONTRACTOR FURNISHED

CFS CUBIC FEET PER SECOND OR COMPOST FILTER SOCK

CG CURB AND GUTTER

CHD CHORD

CIP CAST IRON PIPE OR CULVERT INLET PROTECTION

CJ CONTRACTION JOINT

CL CENTERLINE, CLASS

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CN CURVE NUMBER

CND CONDUIT

CNR CORNER

CO CLEANOUT

COL COLUMN

COMM COMMUNICATIONS

CONC CONCRETE

COND CONDITION OR CONDENSER

CONF CONFERENCE

CONN CONNECTION

CON CONTAMINATED

CONSTR CONSTRUCTION

CONT CONTINUATION

CONTR CONTRACT OR CONTRACTOR

COR CONTRACTING OFFICER'S REPRESENTATIVE

COTG CLEANOUT TO GRADE

COV COVER OF CUT OFF VALVE

CPv CHANNEL PROTECTION VOLUME

CPPE CONSERVATION PRACTICE PHYSICAL EFFECTS

CPP CORRUGATED PLASTIC PIPE

CRN CROWN

CSB CONCRETE SPLASH BLOCK

CSI CONSTRUCTION SPECIFICATIONS INSTITUTE

CSS COMMITTAL SERVICE SHELTER

CSP CONCRETE SEWER PIPE

CT COURT

CTR CENTER OR CONTOUR

CTRL CONTROL

CTS COOLING TOWER SUPPLY

CTV CABLE TELEVISION

CV CONTROL VALVE

CW CLOCKWISE OR CONCRETE WASHOUT

CWP COLD WATER PIPING

CHWS CHILLED WATER SUPPLY

CHWR CHILLED WATER RETURN

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

HWS HOT WATER SUPPLY

HWR HOT WATER RETURN

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

LS LIGHT STRUCTURE

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)

PLA PLASTIC PIPE

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

VLT VAULT

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 'CLARKESBURG VETERANS AFFAIRS MEDICAL CENTER' INCLUDES, BUT IS NOT LIMITED TO, CONSTRUCTION OF A CONCRETE PAD AND

INTALLATION OF A MOBILE IMAGING TRAILER, WATERLINE IMPROVEMENTS, SANITARY IMPROVEMENTS, ASSOCIATED UTILITY APPURTENANCES, REPLACE EXISTING CONDITIONS IN KIND, AND EROSION AND SEDIMENT CONTROLS. THE PROJECT IS LOCATED IN CLARKSBURG, WEST VIRGINIA.

2. TOPOGRAPHIC INFORMATION SHOWN HEREON IS BASED ON A SURVEY PREPARED BY CIVIL & ENVIRONMENTAL CONSULTANTS, INC., CAD FILES ENTITLED, "347407XR-SV01-EXISTING_CADExport.DWG" AND "347407XR-SV01-LIDAR.DWG," RECEIVED VIA EMAIL ON 2/10/2025.

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

4. DUE TO THE SENSITIVE NATURE OF THE MEDICAL FACILITY 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.

5. AFFECT OF WORK ON PUBLIC ACCESS SHALL BE MINIMAL AND SHALL BE COORDINATED WITH THE MEDICAL FACILITY 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 MEDICAL FACILITY'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 MEDICAL FACILITY COR. TEXT SIZE SHALL BE MAXIMUM SIZE PROPORTIONAL TO WIDTH/HEIGHT OF SIGN. TEXT WILL BE PROVIDED BY MEDICAL FACILITY COR.

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

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

CONSTRUCTION NOTES:

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

CAN BE MADE, IF WARRANTED.

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

3. THE CONTRACTOR SHALL CONTACT MISS UTILITY 811 AND OBTAIN A DIG PERMIT FROM THE VA 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. 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. THESE TEST HOLES WILL BE MADE TO VERIFY ALL CROSSINGS BETWEEN NEW AND EXISTING FACILITIES AND AT CRITICAL GRADE CHANGES. IF CONDITIONS ARE FOUND IN THE FIELD WHICH ARE MATERIALLY DIFFERENT FROM THE PLANS, THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER AND COR IMMEDIATELY. ALSO, THE CONTRACTOR SHALL NOTIFY INTEGRITY FEDERAL SERVICES SO THAT APPROPRIATE REVISIONS, IF WARRANTED, CAN BE MADE TO THE PLANS AT THE GOVERNMENT'S EXPENSE.

5. CONTRACTOR MUST OBTAIN APPLICABLE PERMIT(S) BEFORE ANY EXCAVATION TAKES PLACE. ANY EXCAVATIONS OVER 3'-11" WILL REQUIRE A CONFIDED SPACE PERMIT.

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

CONTRACTING OFFICER'S AND COR 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 CONTRACTING OFFICER AND COR 21 DAYS BEFORE ANY DEMOLITION WORK BEGINS. ANY PLANNED INTERRUPTIONS IN SERVICES SHALL

BE COORDINATED WITH THE CONTRACTING OFFICER AT LEAST 21 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 ANY AREAS OUTSIDE OF LIMITS OF WORK SHALL BE

REPAIRED AT NO COST TO THE OWNER.

20. THE CONTRACTOR IS RESPONSIBLE FOR REPAIR OF EXISTING GROUNDS DUE TO CONSTRUCTION ACTIVITY.THE CONTRACTOR SHALL OBTAIN ALL PERMITS PRIOR TO

CONSTRUCTION ACTIVITY.

21. THE CONTRACTOR SHALL PHASE CONSTRUCTION TO MAINTAIN ACCESS TO ALL BUILDINGS DURING CONSTRUCTION.

22. CONTRACTOR SHALL PROVIDE PHASING PLAN FOR ALL ROAD CLOSURES FOR VAMC APPROVAL. CONTRACTOR SHALL MAINTAIN CAMPUS ACCESS THROUGHOUT

CONSTRUCTION. CONTRACTOR TO PROVIDE TRAFFIC CONTROL SIGNAGE WHEN REQUIRED.

23. ALL EXCAVATION IN THE IMMEDIATE AREA OF EXISTING UTILITIES SHALL BE PERFORMED BY HAND AND WITH THE UTMOST CARE TO PROTECT EXISTING UTILITIES.

24. WORK WITH EXTREME CARE NEAR EXISTING DUCTS, CONDUITS, AND OTHER UTILITIES TO AVOID DAMAGING THEM.

25. PROTECT EXISTING SITE ELEMENTS TO REMAIN (TREES, UTILITIES, SIGNS, CURB, ETC) REPLACE IN KIND, IF DAMAGED. CONTRACTOR SHALL SALVAGE AND REPLACED ANY SITE SIGNS , FIXTURES, ETC. AS NEEDED TO COMPLETE THE INSTALLATION OF UTILITIES SHOWN ON THESE PLANS. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO UTILITIES

OR OTHER ITEMS DESIGNATED TO REMAIN.

26. THERE ARE NO KNOWN EXISTING UTILITY CROSSINGS, BUT THAT IN NO WAY LIMITS THE AMOUNT AND LOCATION OF TEST PITS REQUIRED TO BE PERFORMED BY THE CONTRACTOR. ELEVATIONS OF ALL EXISTING UTILITIES AT CROSSINGS WITH THE PROPOSED UTILITY PATHWAYS SHALL BE VERIFIED BY THE CONTRACTOR WITH A TEST PIT

PRIOR TO ANY EXCAVATION AT NO EXPENSE TO THE GOVERNMENT.

27. COORDINATE ALL TEMPORARY UTILITY DISRUPTIONS WITH VAMC STAFF 14 DAYS PRIOR.

28. CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED FOR CONSTRUCTION IN KIND WITHIN 14 DAY CALENDAR DAYS OF COMPLETING WORK IN THE SPECIFIC AREAS.

29. LIMITS OF DISTURBANCE ARE APPROXIMATE. ALL AREAS DISTURBED BY THE CONTRACTOR SHALL BE RESTORED. TURF SHALL BE RESTORED WITH A SOD ANYWHERE EXISTING

TURF IS DISTURBED.

30. WHERE OPEN CUTTING OF PAVEMENT IS REQUIRED FOR INSTALLATION OF UTILITIES, CONTRACTOR SHALL REPLACE PAVEMENT TO MATCH EXISTING MATERIALS & DEPTHS.

NEW PAVEMENT SHALL BE FLUSH WITH EXISTING PAVEMENT SURFACES. ANY PAVEMENT MARKINGS DISTURBED OR REMOVED DURING CONSTRUCTION SHALL BE REPLACED TO

ORIGINAL CONDITION BY THE CONTRACTOR AT NO EXPENSE TO THE GOVERNMENT.

31. ALL ITEMS DESIGNATED TO BE REMOVED SHALL BE REMOVED COMPLETELY INCLUDING ALL SUBGRADE MATERIALS DIRECTLY ASSOCIATED WITH ITEMS TO BE REMOVED.

32. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND COORDINATES AND REPORT ANY DISCREPANCIES TO THE OWNER'S REPRESENTATIVE PRIOR TO ANY CONSTRUCTION

33. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF EXISTING THRUST BLOCKS WHICH ARE RESTRAINING EXISTING UTILITIES. EXISTING THRUST BLOCKS SHALL NOT BE UNDERMINED. ANY DISTURBED THRUST BLOCKS SHALL BE REPLACED AT NO COST TO THE GOVERNMENT.

34. EXISTING MAINS TO WHICH CONNECTIONS SHALL BE MADE ARE SIZED AND LOCATED IN ACCORDANCE WITH THE BEST INFORMATION AVAILABLE. THE CONTRACTOR SHALL VERIFY SIZE/TYPE OF CONNECTION WITH TEST PIT S AT THE BEGINNING OF THE PROJECT, AND ORDER MATERIALS ACCORDINGLY.

35. ALL TRENCHES SHALL BE BACKFILLED AS SOON AS PRACTICABLE. OPEN TRENCHES SHALL BE KEPT TO A MINIMUM. OPEN TRENCHES SHALL BE STEEL PLATED WHEN THEY CANNOT BE IMMEDIATELY COVERED. UPON BACKFILLING THE CONTRACTOR SHALL BROOM SWEEP STREETS AND USE APPROPRIATE METHODS TO CONTROL DUST AND HOSE DOWN PAVEMENT TO KEEP SURFACES CLEAN. TRENCHES WITHIN THE ROADWAY SHALL BE BACKFILLED BY THE END OF EACH WORK DAY. WHERE FIRE ACCESS MUST BE MAINTAINED ON A STREET, CONTRACTOR SHALL ASSURE A MINIMUM 15' STABILIZED ROUTE AROUND THE EXCAVATION.

36. THE CONTRACTOR SHALL MAINTAIN RECORD DOCUMENTS OF CONSTRUCTION CHANGES ("AS-BUILT DRAWINGS") AND SHALL PROVIDE SAID DOCUMENTATION TO THE ENGINEER UPON COMPLETION OF CONSTRUCTION IN BOTH DIGITAL AND HARD COPY FORMATS. RECORD DOCUMENTS SHALL ARTICULATE WHERE ACTUAL INSTALLATION OF WORK, PRODUCTS AND/OR SYSTEMS VARY FROM THE DESIGN INTENT EXPRESSED/SPECIFIED IN THE CONTRACTOR DOCUMENTS. **NO EXCEPTION ALLOWED**

37. STANDING WATER (PONDING) ON ANY FINISHED ASPHALT OR CONCRETE SURFACE IS UNACCEPTABLE AND SHALL BE REMOVED AND REPLACED AT NO COST TO THE

GOVERNMENT.

38. ALL NEW PAVEMENT MARKINGS, STRIPING, CURBING, SIGNAGE, ETC.. SHOWN ON THIS PLAN ARE PART OF THE CONTRACT AND ARE TO BE PROVIDED BY THE CONTRACTOR AT

THE CONTRACTOR'S EXPENSE.

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

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

PH: 321.345.9026

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

VAMC CLARKSBURG MOBILE

PAD

CLARKSBURG VA

VA PROJECT NO. 540-24-104

05/28/2025 PC BS

Revisions Date

BID SET

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

AG PROJECT NO. 0124029

FULLY SPRINKLERED

Dwg. of 11

SITE CIVIL DETAILS

CI501

NOT TO SCALE

CONCRETE SIDEWALK PAVEMENT SECTION1

2% MAX 4" PORTLAND CEMENT

CONCRETE (4,000 PSI)

WWF 6X6 W1.4XW1.4

4" COMPACTED AGGREGATE

BASE COURSE

AS SHOWN

x x

NOTES:

1. EXPANSION JIOINTS SHALL BE LOCATED WHERE SIDEWALK ABUTS CURB OR OTHER ADJACENT STRUCTURES, AND AT CONNECTIONS TO EXISTING SIDEWALK OR A DIFFERENT PAVEMENT SECTION. CONTROL JOINTS SHALL BE SPACED AT 5 FOOT INTERVALS EXCEPT WHERE AN EXPANSION JOINT IS ALREADY PROVIDED.

R1

4" ADJACENT TO PAVEMENT

R1

2" ADJACENT TO GRAVEL

R1

4" ADJACENT TO PAVEMENT

R1

2" ADJACENT TO GRAVEL

NOT TO SCALE

ASPHALT PAVEMENT SECTION2

6" BASE COURSE

ONE LIFT

12" MIN. COMPACTED NATIVE SOIL

98% PER AASHTO-T99C

3" ASPHALTIC SURFACE COURSE

ONE LIFT

10" COMPACTED STRUCTURAL FILL OR RECOMPACTED

NATIVE SOILS IN CUT SITUATIONS

TWO LIFTS

BITUMINOUS PRIME COAT

NOT TO SCALE

TEMPORARY ASPHALT CURB DETAIL3

EXISTING PAVEMENT

SECTION

NOTES:

1. IN AREAS OF CUT, CONTRACTOR TO OVER-EXCAVATE 10" AND BACKFILL WITH STRUCTURAL FILL OR RECOMPACTED

NATIVE SOILS. CONTRACTOR SHALL OBTAIN COMPACTION RECOMMENDATIONS FROM A LICENSED GEOTECHNICAL

ENGINEER.

EXISTING FINISHED GRADE OF

PAVED PARKING AREATEMPORARY ASPHALT CURB

BITUMINOUS PRIME COAT

0.5

0.5'

0.33'

4" S

TR

IP

IN

G

(T

YP

CURB

RESERVED

PARKING

UP TO

$500 FINE

NOTES:

1. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE AMERICANS WITH DISABILITIES ACT

(ADA-CURRENT VERSION) ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES AND APPLICABLE

LOCAL AND STATE CODES.

2. 8' (96") MINIMUM PARKING SPACE WIDTH TYPICAL FOR STANDARD "CAR" AND "VAN ACCESSIBLE" ADA

PARKING SPACES.

3. 5' (60") MINIMUM ACCESS AISLE WIDTH TYPICAL FOR STANDARD "CAR" ADA PARKING SPACES; 8' (96") MINIMUM ACCESS AISLE WIDTH TYPICAL FOR STANDARD "VAN ACCESSIBLE" ADA PARKING SPACES.

4. FOR MORE EXTENSIVE STANDARDS REFER TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES

(MUTCD) FOR STREETS AND HIGHWAYS 2023 EDITION (WITH UPDATES).

VAN

ACCESSIBLE

RESERVED

PARKING

UP TO

$500 FINE

STD. ADA

PARKING SIGN

STD. U-CHANNEL POST

(OR APPROVED

ALTERNATE)

GROUND LEVEL

"VAN ACCESSIBLE"

PARKING SIGN

(WHERE APPLICABLE)

VAN

ACCESSIBLE

RESERVED

PARKING

UP TO

$500 FINE

SEE NOTE

2 BELOW

SEE NOTE

3 BELOW

30"

60" MIN.

18"

12"

18"

12"

6"

2'

ADA PARKING

SYMBOL (WHITE)

SOLID

BACKGROUND

(BLUE)

STD. ADA

PARKING SIGN

NOT TO SCALE

ADA PAVEMENT MARKING DETAILS12

NOT TO SCALE

ADA PARKING SIGNAGE DETAILS13NOTES:

1. 6" GRADED AGGREGATE BASE AND COMPACTED SUBGRADE SHALL BE INSTALLED UNDER CURB CONSISTENT WITH

PAVEMENT TYPICAL SECTIONS.

2. CONCRETE SHALL BE GRADE A 3,000 PSI.

3. CONSTRUCTION OF CONCRETE CURBING SHALL BE BY THE "SEPARATE METHOD" WHEN SAWED JOINTS ARE

CONSTRUCTED IN THE PAVEMENT.

4. ALL CURB JOINTS SHALL BE MADE BY ACCEPTABLE FORMING METHODS.

5. *WHEN ABUTTING CONCRETE PAVEMENT, THICKNESS SHALL MATCH THICKNESS OF CONCRETE PAVEMENT.

6. **WHEN ABUTTING CONCRETE PAVEMENT, A LONGITUDINAL JOINT WITH TIE BARS OR TIE BOLT ASSEMBLIES SHALL

BE CONSTRUCTED AT THIS LOCATION IN LIEU OF PAINTED BITUMINOUS MATERIAL.

PLAIN CONCRETE CURBING

(HEADER CURB)

6"

14"

6"

8"

PAVEMENT

SURFACE

2"R

2"R

8"

**EDGE TO BE PAINTED WITH

BITUMINOUS MATERIAL

NOT TO SCALE

CONCRETE HEADER CURB DETAIL4

1/2" R

PAVEMENT

SURFACE

CURB TAPER DOWN

FULL HEIGHT

CONCRETE CURB

6"

8"

TAPER

(WIDTH VARIES, SEE PLAN)

2"

NOT TO SCALE

CURB TRANSITION DETAIL5

NOT TO SCALE

DOMESTIC WATERLINE TRENCHING DETAIL6

NOT TO SCALE

SANITARY LATERAL TRENCHING DETAIL8

NOT TO SCALE

SANITARY CLEAN-OUT DETAIL7

NEW PAVEMENT

(SEE PLAN FOR

PAVEMENT TYPE)

2" MIN. MILL/DEEP KEY

INTO EXISTING

PAVEMENT WITH NEW

TACK

COAT

EXISTING

PAVEMENT

SAW CUT. KEYED PAVEMENT

SHALL BE FLUSH WITH

EXISTING PAVEMENT

EXISTING

SUBBASE

NOT TO SCALE

PAVEMENT KEY/SAW-CUT DETAIL9

NOTES:

1. DIMENSIONS MAY BE MODIFIED AS NEEDED BASED ON PRODUCT SUPPLIER.

6" 5'-8"

3"5" 2"

6' 4" x x x x x x x x x x x

(2) #4 REBAR (TYP.)

(18" MIN. LENGTH)

3,000 PSI CONCRETE

SECTION

1"Ø HOLE (TYP.)

(2) #4 REBARS

NOT TO SCALE

WHEEL STOP DETAIL11

NOT TO SCALE

NON-ADA ACCESSIBLE SIGNAGE DETAIL10

NON-ADA

COMPLIANT

ROUTE

SEE NON-ADA

ROUTE SIGNAGE

DETAIL

STD. U-CHANNEL POST

(OR APPROVED

ALTERNATE)

GROUND LEVEL

30"

60" MIN.

18"

12"

NON-ADA ROUTE SIGN DETAIL

(CONTRACTOR SHALL OBTAIN

APPROVAL OF FINAL SIGN TYPE,

GRAPHIC, AND TEXT FROM VA)

NON-ADA

COMPLIANT

ROUTE

NOT TO SCALE

CONCRETE S/W EXPANSION JOINT DETAIL15

NOT TO SCALE

CONCRETE LIGHT POLE FOUNDATION DETAIL14

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

305 East Dr., Suite H, X

X

X

XX

SID

EW

AL

K

SIDEWALK

CLARKSBURG PARK WAY

FREEDOM WAY

MED CENTER DR

PRIMARY CONSTRUCTION

ACCESS/SITE ENTRANCE TO PROJECT AREA

ENTRANCE IS TO BE USED AS THE PRIMARY

ACCESS FOR CONSTRUCTION ACTIVITIES

WITHIN THE PROJECT AREA

PROJECT

CONSTRUCTION

AREA

GENERAL PUBLIC ENTRANCE

CONTRACTOR VEHICLES PROHIBITED FROM

ACCESSING THE PROPERTY AT THIS LOCATION

UNLESS GIVEN PERMISSION BY THE RE/COR

GRAPHIC

SITE GRAPHIC AND KEYNOTE LEGEND

DESCRIPTION

MOBILE IMAGING TRAILER

PROJECT LIMITS OF CONSTRUCTION

· TEMPORARY ASPHALT CURB FOR STAND-OFF SETBACK

· ELECTRICAL EQUIPMENT/ENCLOSURE

· PATIENT ENCLOSURE

· CONCRETE PAD FOR MOBILE IMAGING TRAILER

· PAVEMENT REMOVAL AND REPLACEMENT FOR GRADING ACTIVITIES

TO MEET THE TRAILER CONCRETE PAD SLOPE REQUIREMENTS

· WATER AND SANITARY SERVICE LATERAL INSTALLATION

· SITE FINISHES AND FURNISHINGS

CONTRACTOR PRIMARY CONSTRUCTION

ROUTE/ACCESS

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

VAMC CLARKSBURG MOBILE

PAD

CLARKSBURG VA

VA PROJECT NO. 540-24-104

05/28/2025 PC BS

Revisions Date

BID SET

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

AG PROJECT NO. 0124029

FULLY SPRINKLERED

Dwg. of 11

GRAPHICAL SCALE: 1"=50'

50 25 0 50 100 150

NORTH

OVERALL CONSTRUCTION SEQUENCING PLAN

C-100

CONSTRUCTION SEQUENCING ACTIVITIES:

1. CONSTRUCTION ACTIVITIES SHALL BE COORDINATED WITH THE MEDICAL CENTER DIRECTOR AND DESIGNATED

STAFF THROUGH THE RESIDENT ENGINEER/CONTRACTING OFFICER'S REPRESENTATIVE (RE/COR) TO MINIMIZE

IMPACT TO MEDICAL CENTER OPERATION.

2. ALL COSTS TO MEET THE CONSTRUCTION SEQUENCING REQUIREMENTS SHALL BE INCLUDED IN THE

CONTRACTOR'S BID AND SHALL NOT BE THE BASIS FOR ADDITIONAL COSTS TO THE OWNER.

3. THE CONTRACTOR SHALL DEVELOP A NETWORK ANALYSIS SYSTEM (NAS) SCHEDULE DEMONSTRATING FULFILLMENT OF THE CONTRACT REQUIREMENTS IN ACCORDANCE WITH SPECIFICATION SCHEDULE. THE SCHEDULE SHALL ACCOUNT FOR ALL OPERATIONAL CONSTRUCTION SEQUENCING ACTIVITIES, PHASING AND ANY SPECIFIC IDENTIFIED WORK SEQUENCING TASKS INCLUDED IN THE CONSTRUCTION DOCUMENTS. THE SCHEDULE SHALL BE SUBMITTED, REVIEWED AND MODIFIED AS REQUIRED UNTIL APPROVED BY THE RE/COR AND MEDICAL CENTER DIRECTOR. THE APPROVED CONSTRUCTION SCHEDULE SHALL, AS MUCH AS POSSIBLE, ALLOW THE CONTRACTOR FLEXIBILITY IN THEIR MEANS AND METHODS.

4. DEVIATIONS FROM THE APPROVED CONSTRUCTION SCHEDULE SHALL BE CONSIDERED ONLY IF THE MEDICAL CENTER OPERATIONS AND/OR INCONVENIENCE TO THE PUBLIC HAVE BEEN SATISFACTORILY ADDRESSED.

SUCH DEVIATION MUST BE APPROVED IN ADVANCE IN WRITING BY THE RE/COR.

THERE ARE SPECIFIC WORK ACTIVITIES AND ELEMENTS WITHIN THIS CONTRACT THAT ARE OF A TIME SENSITIVE NATURE TO THE OPERATION OF THE MEDICAL CENTER. THESE REQUIREMENTS ARE AS FOLLOWS:

5. WORK SEQUENCING REQUIREMENTS: ALL WORK FOR THIS PROJECT MUST BE COMPLETED ON OR BEFORE THE CONTRACT COMPLETION DATE IDENTIFIED IN THE DOCUMENTS. THE WORK SEQUENCING IDENTIFIED IN THE CONTRACT DOCUMENTS IS THE BEST INFORMATION AVAILABLE AT THE TIME OF THE ISSUANCE OF THE DOCUMENTS FOR BIDDING. THE CONTRACTOR SHALL FACTOR INTO THEIR BID THAT THERE MAY BE ADJUSTMENTS IN THE WORK SEQUENCING AFTER CONTRACT AWARD DUE TO UNFORESEEN MEDICAL CENTER OPERATIONAL ISSUES. BEFORE THE START OF ANY WORK, THE CONTRACTOR IS REQUIRED TO SUBMIT A

DETAILED WORK SEQUENCING PLAN. THE GENERAL REQUIREMENTS FOR THE CONTRACTOR WORK

SEQUENCING PLAN ARE AS INDICATED BELOW:

a. THE CONTRACTOR SHALL FURNISH THE RE/COR A SCHEDULE OF APPROXIMATE DATES ON WHICH THE CONTRACTOR INTENDS TO ACCOMPLISH WORK IN EACH SPECIFIC AREA OF SITE, BUILDING OR PORTION THEREOF. IN ADDITION, THE CONTRACTOR SHALL NOTIFY THE RE/COR TWO WEEKS IN ADVANCE OF THE PROPOSED DATE OF STARTING WORK IN EACH SPECIFIC AREA OF SITE, BUILDING OR PORTION THEREOF.

ARRANGE SUCH DATES TO INSURE ACCOMPLISHMENT OF THIS WORK IN SPECIFIED SEQUENCES

MUTUALLY AGREEABLE TO THE RE/COR AND THE MEDICAL CENTER DIRECTOR.

GENERAL CONSTRUCTION REQUIREMENTS:

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

6. PAVEMENT REPAIR SHALL NOT BEGIN UNTIL THE MAJORITY OF THE PROJECT IS COMPLETE INCLUDING COMPLETION OF THE SIDEWALK REPAIR AND NEW ASPHALT AREAS ARE COMPLETED. BRING ANY OVERLAYED

ASPHALT GRADE TO SIDEWALK/ASPHALT GRADE.

7. RETAIN A PRIVATE UNDERGROUND LOCATOR SERVICE AT THEIR POST 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 RE/COR AND, IF REQUESTED BY THE RE/COR, THE A/E AND 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.

8. 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.

9. PREPARE A CONSTRUCTION TRAFFIC CONTROL PLAN IN ACCORDANCE WITH PART 1.16 USE OF ROADWAYS IN

SPECIFICATION SECTION 01 00 01 GENERAL REQUIREMENTS.

10. COMPLETE INSTALLATION OF EROSION AND SEDIMENT CONTROL BMP'S 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.

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

CONSTRUCTION DOCUMENTS.

12. GENERAL CONTRACTOR SHALL NOT USE GENERAL PUBLIC ENTRANCE TO THE FACILITY AT ANY TIME FOR ANY REASON, UNLESS APPROVED BY THE RE/COR AND ALL SIGNAGE NEEDED TO KEEP CONSTRUCTION TRAFFIC

AWAY FROM MAIN ENTRANCE SHALL BE PROVIDED BY CONTRACTOR AT THEIR COST.

MAINTENANCE OF TRAFFIC

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

MEDICAL CENTER AND ADVANCE NOTIFICATION OF CONSTRUCTION ACTIVITIES.

14. CONTRACTOR SHALL USE THE PRIMARY CONSTRUCTION ACCESS.

15. MAINTAIN ONE LANE OF TRAFFIC OPEN TO THE PUBLIC AT ALL TIMES, UNLESS OTHERWISE AUTHORIZED BY THE

RE/COR.

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

OCCURS.

17. CONTRACTOR SHALL MAINTAIN MEDICAL CENTER ROADS USED DURING CONSTRUCTION ACTIVITIES THROUGH

REGULAR STREET SWEEPING.

18. CONTRACTOR SHALL ENSURE THE NOISE FROM TRUCK AND EQUIPMENT TRAFFIC DOES NOT INTERFERE WITH

MEDICAL CENTER OPERATIONS.

19. CONTRACTOR STAGING AND STORAGE SHALL BE WITHIN AN AREA ISOLATED FROM PUBLIC ACCESS AND WHERE

APPROVED BY THE RE/COR ALONG THE CONTRACTOR CONSTRUCTION ACCESS ROADWAY.

20. EXISTING PAVEMENT REPAIR AND REPLACEMENT OPERATIONS SHALL BE PERFORMED AT NIGHT TO MINIMIZE DAYTIME ROAD CLOSURES. CONTRACTOR SHALL PROVIDE ALL NECESSARY EQUIPMENT, INCLUDING

TEMPORARY LIGHTING, AS REQUIRED.

21. ROADWAY ACCESS TO THE MEDICAL CENTER FACILITIES REMAIN OPEN AT ALL TIMES DURING CONSTRUCTION, INCLUDING PAVING OPERATIONS. ONE LANE CLOSURES AND THE USE OF FLAGMEN IS ACCEPTABLE.

TEMPORARY USE OF MILLED ROADWAY IS ACCEPTABLE AS LONG AS THE CONTRACTOR HAS PROVIDED TRANSITIONS AND PROTECTION AROUND EXPOSED MANHOLES AND OTHER ENCUMBRANCES THAT MIGHT

DAMAGE A CAR OR ITS TIRES.

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

305 East Dr., Suite H, 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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

VAMC CLARKSBURG MOBILE

PAD

CLARKSBURG VA

VA PROJECT NO. 540-24-104

05/28/2025 PC BS

Revisions Date

BID SET

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

AG PROJECT NO. 0124029

FULLY SPRINKLERED

Dwg. of 11

EXISTING CONDITIONS PLAN

XP101

www.abovegroupinc.com

COA/CA Lic. No. 31120

305 East Dr., Suite H, 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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

VAMC CLARKSBURG MOBILE

PAD

CLARKSBURG VA

VA PROJECT NO. 540-24-104

05/28/2025 PC BS

Revisions Date

BID SET

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

AG PROJECT NO. 0124029

FULLY SPRINKLERED

Dwg. of 11

EROSION AND SEDIMENT CONTROL NOTES AND

DETAILS

GC001

EROSION AND SEDIMENT CONTROL NARRATIVE:

I. PROJECT DESCRIPTION:

THIS PROJECT IS FOR THE CONSTRUCTION OF A CONCRETE PAD FOR A FUTURE MOBILE IMAGING TRAILER AND ASSOCIATED WATER AND SEWER SERVICE STUBS. THE TOTAL PROJECT AREA IS APPROXIMATELY ±0.25 ACRES. THERE IS NO INCREASE IN IMPERVIOUS AREA PROPOSED WITH THIS PROJECT. ASSOCIATED GRADING VOLUMES FOR THE PROPOSED SITE IMPROVEMENTS ARE APPROXIMATELY100 C.Y. OF CUT AND 100 C.Y. OF FILL (NOT

TO BE USED FOR BIDDING PURPOSES).

II. EXISTING SITE CONDITIONS:

THE SITE IS LOCATED AT THE CLARKESBURG VETERAN'S MEDICAL CENTER IN CLARKSBURG, WEST VIRGINIA. THE SUBJECT PROPERTY CONSISTS OF AN EXISTING, ACTIVE AND DEVELOPED MEDICAL CENTER FACILITY. THE SITE CONSISTS OF MODERATELY STEEP AND FLAT SLOPES RANGING FROM APPROXIMATELY 1%-15%. THE SURFACE RUNOFF WITHIN THE PROJECT LIMITS DRAINS TO THE EXISTING STORM DRAIN INFRASTRUCTURE LOCATED ON

THE SITE.

III. ADJACENT AREAS:

THE PROJECT AREA IS BOUNDED BY PARKING AREAS AND DRIVE AISLES TO THE NORTH AND WEST, AND AN EXISTING MEDICAL FACILITY AND ASSOCIATED PEDESTRIAN ACCESS ROUTES TO THE WEST AND SOUTH. THERE IS LITTLE POTENTIAL FOR OFFSITE EROSION AND SEDIMENT DAMAGE BY THIS PROJECT AS TEMPORARY EROSION AND SEDIMENT CONTROLS WILL BE USED DURING CONSTRUCTION.

IV. CRITICAL AREAS:

THERE ARE NO CRITICAL AREAS ON THIS SITE. DISTURBED AREAS WILL BE PROTECTED WITH SILT FENCE, DIVERSION DIKES AND/OR OTHER CONTROL

MEASURES.

V. SOILS:

THE PROJECT AREA CONSISTS ENTIRELY OF REDEVELOPMENT AND IS LOCATED WITHIN AREAS THAT WERE PREVIOUSLY DEVELOPED. AS A RESULT, THE "URBAN LAND" SOIL CLASSIFICATION HAS BEEN IDENTIFIED FOR THIS PROJECT WITH AN HSG CLASS D RATING.

VI. POTENTIAL EROSION PROBLEM AREAS:

PER THE SOILS DATA SHOWN ABOVE, THE EXISTING SOILS LOCATED ONSITE HAVE A MODERATE-SLIGHT ERODABILITY POTENTIAL.

VII. EROSION AND SEDIMENT CONTROL ELEMENTS:

UNLESS OTHERWISE NOTED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE CONSTRUCTED AND MAINTAINED IN STRICT COMPLIANCE WITH THE LATEST EDITION OF THE WEST VIRGINIA EROSION AND SEDIMENT CONTROL BEST MANAGEMENT

PRACTICE MANUAL AND APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS.

1. MARK CLEARING LIMITS:

PRIOR TO BEGINNING LAND DISTURBING ACTIVITIES, CLEARLY MARK ALL CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND TREES THAT ARE TO BE PRESERVED WITHIN THE CONSTRUCTION AREA. PLASTIC, METAL, OR STAKE WIRE FENCE MAY BE USED TO MARK CLEARING LIMITS. SAFETY FENCE SHOULD BE INSTALLED TO PREVENT PUBLIC ACCESS TO POTENTIALLY HAZARDOUS AREAS OF THE SITE AND TO PREVENT ACCESS TO EROSION

AND SEDIMENT CONTROL MEASURES.

2. ESTABLISH CONSTRUCTION ACCESS:

REFER TO CONSTRUCTION SEQUENCING PLAN FOR CONSTRUCTION ACCESS.

3. INSTALL SEDIMENT CONTROLS:

THE DUFF LAYER, NATIVE TOPSOIL, AND NATURAL VEGETATION SHALL REMAIN IN AN UNDISTURBED STATE TO THE MAXIMUM EXTENT PRACTICABLE.

PRIOR TO LEAVING THE CONSTRUCTION SITE, SURFACE RUNOFF FROM DISTURBED AREAS SHALL PASS THROUGH AN APPROPRIATE SEDIMENT CONTROL MEASURE. BMP'S INTENDED TO TRAP SEDIMENT ON SITE SHALL BE CONSTRUCTED AS ONE OF THE FIRST STEPS IN GRADING. THESE BMP'S SHALL BE FUNCTIONAL PRIOR TO LAND DISTURBING ACTIVITIES TAKING PLACE. EARTHEN STRUCTURES SUCH AS DAMS, DIKES, AND DIVERSIONS SHALL BE SEEDED AND MULCHED AS PER TEMPORARY AND PERMANENT SOIL STABILIZATION MEASURES.

SILT FENCE:

SILT FENCE SHALL BE INSTALLED ALONG THE DOWN-SLOPE SIDES OF DISTURBED AREAS TO INTERCEPT AND DETAIN SMALL AMOUNTS OF SEDIMENT DURING CONSTRUCTION OPERATIONS IN ORDER TO PREVENT SEDIMENT FROM LEAVING THE SITE.

INLET PROTECTION:

INLET PROTECTION SHALL BE BE PLACED ON ALL STORM DRAIN DROP INLETS OR CURB INLETS TO TRAP SEDIMENT BEFORE CONTAMINATED RUNOFF ENTERS A STORM DRAINAGE SYSTEM. STORM DRAIN INLET PROTECTION SHALL BE INSTALLED IMMEDIATELY FOLLOWING INSTALLATION OF STORMWATER CONTROLS OR PRIOR TO CONSTRUCTION ACTIVITIES FOR EXISTING STORM DRAINS OR WHERE STORM DRAIN INLETS ARE TO BE MADE OPERATIONAL BEFORE PERMANENT STABILIZATION OF THE CORRESPONDING DISTURBED DRAINAGE AREA.

4. STABILIZE SOILS:

THE GENERAL PERMIT REQUIRES THAT:

· STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN FOUR (4) DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF

THE SITE HAS PERMANENTLY CEASED.

· APPLICABLE PRACTICES INCLUDE, BUT ARE NOT LIMITED TO, TEMPORARY AND PERMANENT SEEDING, SODDING, MULCHING, EROSION CONTROL FABRICS AND MATTING, SURFACE ROUGHENING, SURFACE WATER CONTROL, AND DUST CONTROL.

· SELECTED SOIL STABILIZATION MEASURES SHALL BE APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, AND ESTIMATED DURATION OF USE.

· ALL SOIL STOCKPILES MUST BE STABILIZED AND PROTECTED WITH SEDIMENT TRAPPING MEASURES.

· LINEAR CONSTRUCTION ACTIVITIES SUCH AS RIGHT-OF-WAY AND EASEMENT CLEARING, ROADWAY DEVELOPMENT, PIPELINES, AND TRENCHING FOR UTILITIES, SHALL BE CONDUCTED TO MEET THE SOIL STABILIZATION TIMEFRAME REQUIREMENTS. CONTRACTORS SHALL INSTALL THE BEDDING MATERIALS, ROADBEDS, STRUCTURES, PIPELINES, OR UTILITIES AND RE-STABILIZE THE DISTURBED SOILS SO THAT THE FOUR (4) DAY REQUIREMENTS

ARE MET.

TEMPORARY SEEDING:

TEMPORARY STABILIZATION SHALL BE INITIATED WITHIN FOUR (4) DAYS TO AREAS THAT WILL NOT BE RE-DISTURBED FOR MORE THAN FOURTEEN (14) DAYS. AREAS INCLUDE DENUDED AREAS, SOIL STOCKPILES, DIKES, DAMS, SIDES OF SEDIMENT BASINS, TEMPORARY ROAD BANKS, ETC.

PERMANENT SEEDING:

PERMANENT STABILIZATION SHALL BE INITIATED WITHIN FOUR (4) DAYS OF REACHING FINAL GRADE AND WITHIN FOUR (4) DAYS AFTER CONSTRUCTION HAS BEEN COMPLETED. AREAS INCLUDE DISTURBED AREAS WHERE PERMANENT, LONG-LIVED VEGETATIVE COVER IS NEEDED TO STABILIZE THE SOIL AND ROUGH-GRADED AREAS THAT WILL NOT BE BROUGHT TO FINAL GRADE FOR SIX MONTHS OR MORE.

MULCHING:

THE APPLICATION OF STRAW, HAY OR OTHER SUITABLE MATERIALS TO THE SOIL SURFACE TO PREVENT EROSION BY PROTECTING THE SOIL SURFACE FROM RAINDROP IMPACT AND REDUCING THE VELOCITY OF OVERLAND FLOW. AREAS THAT HAVE BEEN TEMPORARILY OR PERMANENTLY SEEDED SHOULD BE MULCHED IMMEDIATELY FOLLOWING SEEDING. AREAS THAT CANNOT BE SEEDED BECAUSE OF THE SEASON SHOULD BE MULCHED TO

PROVIDE SOME PROTECTION TO THE SOIL SURFACE.

TOPSOILING:

TOPSOILING IS THE SPREADING OF TOPSOIL OF A SUITABLE QUALITY OVER AN AREA TO BE STABILIZED BY ESTABLISHING VEGETATION. IF TOPSOIL IS TO BE STOCKPILED AT SITE, IT SHALL BE IN A LOCATION THAT WILL NOTE ERODE, BLOCK DRAINAGE, OR INTERFERE WITH WORK ON THE SITE. ALL SOIL STOCKPILES SHALL BE STABILIZED BY TEMPORARY SEEDING AND MULCHING AND PROTECTED WITH SEDIMENT TRAPPING MEASURES SUCH AS SILT FENCE. TOPSOIL SHALL BE SPREAD AT A LIGHTLY COMPACTED DEPTH OF 2 TO 4 INCHES. 4 INCHES OR GREATER IS RECOMMENDED FOR AREAS WHERE

FINE-TEXTURED (CLAYEY)…