22010_Elk River Trail New HQ Bldg_CD_07-25-24.pdf

UE

UE

UE

BUFFALO CREEK RO AD

BRIDGE

BRIDGE

NEW BLDG.

NEW DRIVEWAY

ELK RIVER

ELK RIVER

TRAIL

54 WEST RUN ROAD

MORGANTOWN, WV 26508

(304) 291-2234

PO BOX 469

ALUM CREEK, WV 25003

(304) 756-2564

JAMES BRIAN

SWIGER

NO. 3640

ARCH ITECT

S T

A T

E

OF WEST V

IRG

IN

I A

REG I STERED

120 Genesis Boulevard Bridgeport, WV 26330

(304) 933-3119

WYK ASSOCIATES, INC.

ARCHITECTURE PLANNING

205 WASHINGTON AVENUE

CLARKSBURG, WV 26301

PH: (304) 624-6326 FAX:(304) 623-9858

WWW.WYKARCHITECTS.COM

N

N

ABV. - ABOVE

A.B. - ANCHOR BOLT

A/C - AIR CONDITIONER

A.D. - ACCESS DOOR

A.D.A. - AMERICANS W/ DISABILITIES ACT

ADD. - ADDITION

ADJ. - ADJUSTABLE

A.F.F. - ABOVE FINISHED FLOOR

A.F.G. - ABOVE FINISHED GRADE

A.G. - ABOVE GRADE

A.H.U. - AIR HANDLING UNIT

ALT. - ALTERNATE

APP'D .- APPROVED

ARCH. - ARCHITECT, ARCHITECTURAL

ASPH. - ASPHALT

B.C. - BOOKCASE

BD. - BOARD

B.L. - BUILDING LINE

BLDG. - BUILDING

BLK. - BLOCK

BM. - BEAM

B.N. - BOUNDARY NAILING

B.O. - BOTTOM OF

B.O.F. - BOTTOM OF FOOTING

B.O.W. - BOTTOM OF WALL

BRG. - BEARING

B.U. - BUILT UP

BTM. - BOTTOM

CSMNT. - CASEMENT

CABT. - CABINET

CPT. - CARPET

C.B. - CATCH BASIN

C.D. - CONSTRUCTION DOCUMENT

CEM. - CEMENT

C.F.M. - CUBIC FEET PER MINUTE

C.L. - CENTER LINE

W Y

K A

SS

O

C

IA

TE

S, IN

C

C

O P

Y R

IG

H

T

CH. - CHANNEL

C.I. - CAST IRON

C.I.P. - CAST IN PLACE

CL. - CLOSET

CLG. - CEILING

C.O. - CLEAN OUT

C.OP. - CASED OPENING

COL. - COLUMN

CONT. - CONTINUOUS

CONTR. - CONTRACTOR

CONC. - CONCRETE

C.T. - CERAMIC TILE

d - PENNY

D.S. - DOWN SPOUT

D/W - DISHWASHER

DBL. - DOUBLE

DEMO. - DEMOLITION

DIA. - DIAMETER

DIM. - DIMENSION

D.L. - DEAD LOAD

DN. - DOWN

DR. - DOOR

EA. - EACH

E.C. - ELECTRICAL CONTRACTOR

E.F. - EXHAUST FAN

E.J. - EXPANSION JOINT

ELEV. - ELEVATION

ELEC. - ELECTRIC, ELECTRICAL

EP. - EPOXY

EQ. - EQUAL

EQUIP. - EQUIPMENT

EST. - ESTIMATE

E.W. - EACH WAY

EXH. - EXHAUST

EXIST. - EXISTING

EXT. - EXTERIOR

F.A. - FIRE ALARM

F.C.O. - FLOOR CLEAN OUT

F.D. - FLOOR DRAIN

F.E. - FIRE EXTINGUISHER

F.E.C. - FIRE EXTINGUISHER CABINET

F.N. - FIELD NAILING

FAB. - FABRICATE

FDN. - FOUNDATION

FIN. - FINISH

FLR. - FLOOR

FLG. - FLOORING

FLUOR. - FLUORESCENT

FURN. - FURNACE

GA. - GAUGE

GALV. - GALVANIZED

GAR. - GARAGE

G.C. - GENERAL CONTRACTOR

G.F.C.I. - GROUND FAULT CIRCUIT INTERRUPT

G.F.I. - GROUND FAULT INTERRUPT

GL. - GLASS

G.M. - GRADE MARK

GR. - GRILLE

G.T. - GLAZED TILE

GYP. - GYPSUM

H.B. - HOSE BIBB

H.C. - HVAC CONTRACTOR

HW.C. - HOLLOW CORE

HDBD. - HARDBOARD

HDW. - HARDWARE

HGT. - HEIGHT

HOR. - HORIZONTAL

HR. - HOUR

H.R. - HANDRAIL

HTR. - HEATER

HVAC - HEATING, VENTING & AIR CONDITIONING

H.W. - HOT WATER

I.C.F. - INSULATED CONCRETE FORM

I.D. - INSIDE DIAMETER

I.F. - INSIDE FACE

INCL. - INCLUSIVE, INCLUDING

INV. - INVERT

INSUL. - INSULATION

INT. - INTERIOR

J-BOX - JUNCTION BOX

JCT. - JUNCTION

JST. - JOIST

K.-D. - KNOCK DOWN

K.D. - KILN DRIED

K.O. - KNOCK OUT

LF. - LINEAR FEET

LAM. - LAMINATE

LAT. - LATERAL

LAV. - LAVATORY

LD. - LEAD

LIN. - LINEAR

LINO. - LINOLEUM

LT. - LIGHT

LTG. - LIGHTING

L.V.L. - LAMINATED VENEER LUMBER

M.B. - MACHINE BOLT

M.O. - MASONRY OPENING

MAR. - MARBLE

MAS. - MASONRY

MTL. - MATERIAL

MAX. - MAXIMUM

MDF - MEDIUM DENSITY FIBERBOARD

MECH. - MECHANICAL

MED. - MEDIUM

MET. - METAL

MFG. - MANUFACTURER

MIL. - MILLIMETER

MIN. - MINIMUM

MOD. - MODULAR

MTL. - METAL (STEEL)

MUL. - MULLION

N.T.S. - NOT TO SCALE

N.C.M. - NON-CORROSIVE METAL

N.F.C. - NOT FOR CONSTRUCTION

NLR. - NAILER

NO. - NUMBER

NOM. - NOMINAL

O.C. - ON CENTER

O.D. - OUTSIDE DIAMETER

O.R. - OUTSIDE RADIUS

O.H. - OVERHEAD

OPNG. - OPENING

P. - PAINT

PART. - PARTITION

PAV. - PAVEMENT

P.C. - PLUMBING CONTRACTOR

P.CON. - PRE-CAST CONCRETE

PERF. - PERFORATED

PL. - PLASTER

PLT. - PLATE

P.L. - PROPERTY LINE

PLAS. - PLASTIC

P..V. - PLASTIC LAMINATE VENEER

PLYWD. - PLYWOOD

PORC. - PORCELAIN

P.S.F. - POUNDS PER SQUARE FOOT

P.S.I. - POUNDS PER SQUARE INCH

PVC - POLYVINYL CHLORIDE

PWR. - POWER

Q.T. - QUARRY TILE

QTY. - QUANTITY

R. - RISER

RAD. - RADIUS

R.A. - RETURN AIR

R.C.P. - REFLECTED CEILING PLAN

R.D. - ROOF DRAIN

R.D.L. - ROOF DRAIN LEADER

R.O. - ROUGH OPENING

R.O.W. - RIGHT OF WAY

REFG. - REFRIGERATOR

REF. - REFERENCE

REINF. - REINFORCED

RET. - RETURN

REV. - REVISION

RM. - ROOM

RMV. - REMOVE

SAN. - SANITARY

S.A. - SUPPLY AIR

SD.C. - SOLID CORE

SC. - SELF-CLOSING

S.C. - SITE CONTRACTOR

SCHED. - SCHEDULE

S.A. - SMOKE DETECTOR

SECT. - SECTION

SHT. - SHEET

SHT'G. - SHEATHING

SIM. - SIMILAR

SPECS. - SPECIFICATIONS

SQ.FT. - SQUARE FEET

SQ. IN. - SQUARE INCHES

STD. - STANDARD

STL. - STEEL

S.Y. - SQUARE YARD

SYS. - SYSTEM

T - TREAD

T&G - TONGUE AND GROOVE

T.B. - THROUGH BOLT

T.O. - TOP OF

T.O.B. - TOP OF BEAM

T.O.C. - TOP OF CURB

T.O.F. - TOP OF FOOTING

T.O.J. - TOP OF JOIST

T.O.M. - TOP OF MASONRY

T.O.W. - TOP OF WALL

T.S. - TUBE STEEL

TH. - THRESHOLD

THR. - THREADED

TYP. - TYPICAL

UNF. - UNFINISHED

VA - VOLTAGE

V.B. - VAPOR BARRIER

VCT. - VINYL COMPOSITION

TILE

V.I.F. - VERIFY IN FIELD

W.C. - TOILET (WATER CLOSET)

WCT. - WAINSCOT

WD. - WOOD

WDW. - WINDOW

W.I. - WROUGHT IRON

W.I.C. - WALK IN CLOSET

WP. - WEATHERPROOF

WT. - WEIGHT

WH - WATER HEATER

YD. - YARD

ABBREVATIONS (NOT ALL USED)

A101 A201

DRAWING INDEX

SYMBOLS (NOT ALL USED)

EXTERIOR ELEVATION MARK

SECTION MARK

A101 A201

A101 A201

A

A101 A201

A

A101 A201

SHEET

NUMBER

REFERENCE

SHEET

DETAIL

NUMBER

SHEET

NUMBER

REFERENCE

SHEET

DETAIL

NUMBER

SHEET

NUMBER

REFERENCE

SHEET

DETAIL

NUMBER

SHEET

NUMBERREFERENCE

SHEET

DETAIL

NUMBER

SHEET

NUMBER

DETAIL MARK

BUILDING SECTION

MARK

A

STRUCTURAL GRID HEAD

NORTH ARROW

PLAN NORTH

WALL TYPE

WINDOW/ FRAME TYPE

ELEVATION LEVEL1000'

MAIN ENTRY

SECONDARY ENTRY

101/A DOOR TAG

ROOM TAG

ROOM

1 HOUR RATED

SITE LOCATION MAP

(NOT TO SCALE)

GPS COORDINATES:

INTERIOR

ELEVATION MARK

SHEET

NUMBER

A4011

DETAIL

NUMBER

CASEWORK LABEL

CABINET

DEPTH

36"

CABINET

WIDTH

24"

30"CABINET

HEIGHT

ARCHITECTURAL WOODWORK

INSTITUTE(AWI) SERIES NUMBER

GENERAL NOTES

FOR

OWNER INFORMATION

OWNER: WEST VIRGINIA DEPARTMENT OF NATURAL RESOURSES

OWNER'S REPRESENTATIVE:

DON BAILEY, JR., PE, PS

CONSTRUCTION PROJECT MANAGER

324 4TH AVENUE

SOUTH CHARLESTON, WV 25303-1228

(304) 558-2764

DONALD.E.BAILEY@WV.GOV

LOCAL REGULATORY INFO:

N/A

1. THIS SET OF DRAWINGS SHALL BE USED IN ITS ENTIRETY IN CONNECTION WITH THE SPECIFICATIONS AND CONTRACT DOCUMENTS. THE CONTRACTOR AND SUBCONTRACTORS ARE RESPONSIBLE FOR REVIEWING AND

BEING FAMILIAR WITH THE WORK BEING PERFORMED BY ALL TRADES AND REVIEW THIS SET IN ITS ENTIRETY.

2. WHETHER GRAPHICALLY INDICATED, DENOTED OR NOT, ALL C.M.U. AND VOIDS BETWEEN C.M.U. AND BRICK SHALL BE GROUTED FULL BELOW GRADE & ONE COURSE ABOVE GRADE.

3. ALL NEW CONCRETE FLOOR SLABS IN A CONDITIONED AND/OR ENCLOSED SPACE SHALL BE PLACED ON A 15 MIL VAPOR BARRIER WITH ALL PENETRATIONS SEALED.

4. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND CONDITIONS AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE PROJECT. IN THE EVENT OF

DISCREPANCIES IN THE BID DOCUMENTS; NOTIFY THE ARCHITECT IMMEDIATELY, IF THE ARCHITECT IS UNABLE TO RENDER A TIMELY RESPONSE, THE CONTRACTOR SHALL BASE HIS/HER BID ON THE SYSTEM/MATERIAL OF

HIGHER QUALITY.

5. THE LOCATIONS OF ALL KNOWN UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON THE BEST AVAILABLE INFORMATION FROM FIELD INVESTIGATION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ASCERTAIN THE STATUS

AND LOCATION OF EACH UTILITY WHERE PERFORMING WORK WHICH MAY AFFECT THESE FACILITIES, INCLUDING PROBING, EXCAVATION, OR ANY OTHER PRECAUTION REQUIRED TO CONFIRM LOCATION. THE

CONTRACTOR SHOULD CONTACT WV MISS UTILITY TO FIELD LOCATE ALL ABOVE AND BELOW GROUND UTILITIES IN THE AREA. THE CONTRACTOR SHALL TAKE ALL RESPONSIBLE PRECAUTIONS AGAINST DAMAGE TO EXISTING

UTILITIES. HOWEVER IN THE EVENT OF DAMAGE OR DISRUPTION TO UTILITIES WHICH ARE ACTIVE AND ARE TO REMAIN IN SERVICE, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE RESPONSIBLE OFFICIAL OF THE

ORGANIZATION OPERATING THE UTILITY INTERRUPTED. THE CONTRACTOR SHALL IMMEDIATELY LEND ALL POSSIBLE ASSISTANCE IN RESTORING SERVICE AND SHALL ASSUME ALL COST, CHARGES, OR CLAIMS CONNECTED

WITH THE INTERRUPTION AND REPAIR OF SUCH SERVICES.

6. THE CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING A VALID CITY AND STATE CONTRACTOR'S LICENSE AND PAYING ALL STATE AND LOCAL B&O TAXES. ALL PERMITS SHALL BE SECURED

PRIOR TO CONSTRUCTION.

7. THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE ON THE PROJECT FOR THE COMPLETE DURATION OF THE PROJECT.

8. THE CONTRACTOR SHALL PROVIDE TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES AND OTHER ACTIONS AS REQUIRED BY LOCAL AND STATE REGULATIONS OR REQUESTED BY ENGINEER. THE CONTRACTOR

SHALL BE RESPONSIBLE FOR MAINTAINING OR MODIFYING SEDIMENT CONTROL MEASURES DURING CONSTRUCTION IN ORDER TO PREVENT EROSION.

9. EROSION AND SEDIMENT CONTROL DETAILS NOT SHOWN IN THE PLANS SHALL BE IN ACCORDANCE WITH THE LATEST WV DOT DESIGN GUIDELINES.

10. ALL EXCAVATION AND FILL PLACEMENT SHALL BE TO THE LINES AND GRADES AS SHOWN ON THE DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL LINES AND GRADES. EXACT CUT AND FILL.

LIMITS MAY NEED TO BE MODIFIED IN THE FIELD DURING CONSTRUCTIONS. THE ARCHITECT / ENGINEER WILL WORK WITH THE CONTRACTOR TO ADJUST THE MODIFICATIONS. ALL EXCAVATIONS SHALL BE PERFORMED IN A

MANNER AS TO NOT CREATE UNSTABLE CONDITIONS. SHOULD UNSTABLE CONDITIONS OCCUR DUE TO CONTRACTOR NEGLIGENCE, THE UNSTABLE CONDITIONS SHALL BE REPAIRED AND REGRADED AT NO EXPENSE TO

THE OWNER. THE CONTRACTOR SHALL PROVIDE DRAINAGE IN ALL CUT AREAS.

11. ALL UNSUITABLE AND I OR EXCESS EXCAVATED MATERIAL SHALL BE LEGALLY DISPOSED OF OFF SITE.

12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED AFTER CONSTRUCTION HAS BEEN COMPLETED.

13. THESE DRAWINGS INDICATE IN GENERAL THE PROJECT IN TERMS OF ARCHITECTURAL DESIGN INTENT, THE DIMENSIONS OF THE BUILDING, THE MAJOR ARCHITECTURAL ELEMENTS AND TYPE OF STRUCTURAL, MECHANICAL, ELECTRICAL AND PLUMBING SYSTEMS. THE DRAWINGS DO NOT NECESSARILY INDICATE OR DESCRIBE ALL WORK REQUIRED FOR FULL PERFORMANCE AND COMPLETION OF THE REQUIREMENTS OF THE

CONTRACT DOCUMENTS.

14. THE CONTRACTOR SHALL COORDINATE ALL MECHANICAL FLOOR/WALL SLEEVES AND SHAFTS IN CONCRETE SLABS/WALLS WITH MECHANICAL, PLUMBING, FIRE PROTECTION, ELECTRICAL, STRUCTURAL AND

ARCHITECTURAL DRAWINGS. ANY DISCREPANCIES SHALL BE BROUGHT TO NOTICE OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK, AND AS SOON AS DISCOVERED.

15. ALL EXISTING OR PROPOSED ELEVATIONS (LEVELS) AND DIMENSIONS, ON SITE AND ON DRAWINGS SHALL BE CHECKED AND VERIFIED BY THE CONTRACTOR PRIOR TO THE PREPARATION OF SHOP DRAWINGS OR

COMMENCEMENT OF ANY ITEM OF WORK ON THE SITE.

16. ARCHITECTURAL DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL OTHER RELEVANT SERVICES DRAWINGS AND CONTRACT DOCUMENTS. ANY DISCREPANCY BETWEEN THESE DRAWINGS AND DOCUMENTS

SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT FOR CLARIFICATION AND VERIFICATION.

17. ALL WALL FINISHES AND GYPSUM BOARD FINISHINGS SHALL BE EXTENDED TO A MINIMUM OF 6” ABOVE SUSPENDED CEILING LEVEL (ELEVATION) OR AS INDICATED.

18. ALL SHAFTS SHALL BE SEALED AT BOTTOM & TOP TO PROVIDE FIRE RATINGS INDICATED. ALL PENETRATIONS FOR UTILITIES IN FIRE RATED WALLS & SLABS SHALL BE PROVIDED WITH A FIRESTOPPING SYSTEM OF THE SAME

FIRE RATING AS OF THE WALLS & SLABS THEY PENETRATE THROUGH.

19. NOTES APPEARING ON VARIOUS DRAWINGS FOR DIFFERENT SYSTEMS, TRADES AND MATERIALS SHALL BE REVIEWED, COORDINATED. THEY SHALL BE APPLIED TO ALL RELATED DRAWINGS AND DETAILS.

20. COLOR OF SEALANT SHALL MATCH ADJACENT MATERIALS AS SELECTED BY THE ARCHITECT.

21. ALL SEALANT JOINTS SHALL BE SIZED SUCH THAT THEY WILL BE WITHIN THE MINIMUM/MAXIMUM SIZE AS RECOMMENDED BY THE SEALANT MANUFACTURER.

22. ALL SEALANT JOINTS SHALL MAINTAIN CONTACT WITH THE ADJOINING PARTS WITHIN ALLOWABLE DIMENSIONAL CHANGES IN THE JOINT SIZE. ALL SEALANT JOINT SHALL MAINTAIN DURABILITY AND INTEGRITY UNDER ALL

CONDITIONS.

23. ALL FIRE DOORS SHALL HAVE A MAXIMUM UNDERCUT OF 3/4" AND A 1/8" MAXIMUM GAP BETWEEN PAIR OF DOORS.

24. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, AND SAFETY OF CONSTRUCTION AND PROJECT SITE DURING REGULAR AND OFF HOURS.

25. CONTRACTOR IS RESPONSIBLE FOR COORDINATING BUILDING SYSTEMS BETWEEN AND AMONG ALL TRADES.

26. ALL WOOD USED WITHIN THE CLIMATE CONTROLLED PORTIONS OF THE BUILDING SHALL BE FIRE RATED.

27. ALL PARTITIONS EXTENDING TO DECK/STRUCTURE ABOVE SHALL BE TIGHTLY SEALED FOR FIRE, ACOUSTICS AND/OR TO SEAL FOR FUTURE ISOLATED RENOVATION WORK.

28. G.C. IS RESPONSIBLE FOR COORDINATING AMONG ALL TRADES THE MATERIALS AND LABOR TO INSTALL ACCESS CONTROL. ALL COMPONENTS ARE INCLUDED HEREIN.

BUILDING CODE INFORMATION

ADA -2010

NFPA 1 - 2021 NFPA 101 - 2021

NFPA 70 - 2018 NFPA 1221 - 2021

NATIONAL ELECTRICAL CODE (NEC)- 2017

INTERNATIONAL BUILDING CODE (IBC) - 2018

INTERNATIONAL PLUMBING CODE (IPC) - 2018

INTERNATIONAL MECHANICAL CODE (IMC) - 2018

INTERNATIONAL ENERGY CONSERVATION CODE - 2015

ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES - 2017

WV STATE BUILDING CODE - 2022 WV STATE FIRE CODE - 2022

OSHA 1910 GENERAL INDUSTRY

STATE REGULATORY INFO

WEST VIRGINIA FIRE COMMISSION

OFFICE OF THE STATE FIRE MARSHAL

1207 QUARRIER ST., (2ND FLOOR)

CHARLESTON, WV 25301

(304) 558-2191

PROJECT KEY PLAN

CONSTRUCTION TYPE:

OCCUPANCY TYPE:

GROSS SQUARE FOOTAGE:

SPRINKLER: ____ YES ____ NOx

S:\Server\Job Files\WV DNR\22010_Elk River Trail New HQ Bldg\Revit\22010_Elk River Trail New HQ Bldg_2024.rvt

ARCHITECT'S PROJECT NUMBER: 22010

WV DIVISION OF NATURAL

RESOURCES

ELK RIVER TRAIL NEW HQ

BLDG.

12 BUFFALO CREEK RD

CLAY, WV 25043

DATE: 07/25/24

PRINCIPAL IN CHARGE:

JAMES B. SWIGER, AIA, NCARB, LEED AP BD+C, CHC

JAMES@WYKARCHITECTS.COM

PROJECT MANAGER:

STEPHEN M. KELLEY, ASSOCIATE AIA

STEPHEN@WYKARCHITECTS.COM

PROJECT ENGINEER:

JOSEPH ROBINSON, P.E.

JROBINSON@CECINC.COM

PROJECT MANAGER:

D. BRADY STUTLER

BSTUTLER@CECINC.COM

PROJECT ENGINEER:

CAROL A. STEVENS, PE, FASCE

CALALANE@AOL.COM

LANDSCAPE ARCHITECT:

SARA SAURINO, PLA, CPSI

SARA@STUDIOONSTONYRUN.COM

PROJECT ENGINEER:

CRAIG MILLER PE LEED AP

CMILLER@MILLERENG.NET

PROJECT MANAGER:

TRAVIS TAYLOR, PE

TTAYLOR@MILLERENG.NET

CIVIL

C000 GENERAL NOTES

C100 EXISTING CONDITIONS

C200 SITE LAYOUT PLAN

C300 GRADING PLAN

C500 SITE UTILITIES PLAN

C501 EROSION & SEDIMENT CONTROL PLAN

C800 SITE DETAILS

C801 SITE DETAILS

STRUCTURAL

S001 GENERAL NOTES

S002 SPECIAL INSPECTIONS

S100 FOUNDATION PLAN

S101 SLAB PLAN

S102 ROOF FRAMING PLAN

S500 STRUCTURAL SECTIONS & DETAILS

PLUMBING

P000 PLUMBING ABBREVIATIONS

P101 SANITARY PLUMBING PLAN

P201 DOMESTIC PLUMBING PLAN

P202 DOMESTIC PLUMBING PLAN

P601 PLUMBING SCHEDULE & DETAILS

MECHANICAL

M000 MECHANICAL ABBREVIATIONS

M101 MECHANICAL PLAN

M601 MECHANICAL DETAILS & SCHEDULES

ELECTRICAL

E000 ELECTRICAL ABBREVIATIONS

E101 LIGHTING PLAN

E201 ELECTRICAL PLAN

E401 ELECTRICAL DETAILS

E501 ELECTRICAL SCHEDULES

ES101 ELECTRICAL SITE PLAN

GENERAL

G101 EGRESS PLAN

G201 WALL TYPES

ARCHITECTURAL

A100 SITE PLAN

A101 FLOOR PLAN

A102 REFLECTED CEILING PLAN

A103 ROOF PLAN

A201 EXTERIOR ELEVATION

A202 EXTERIOR ELEVATIONS

A301 SECTIONS

A302 SECTIONS

A303 SECTIONS

A401 ENLARGED PLANS

A501 DETAILS

A601 DOOR & WINDOW SCHEDULE & DETAILS

LANDSCAPING

L100 PLANTING PLAN

38.46215737377928

-81.07231348256276

SITE

TYPE V-A

B - BUSINESS

1,664 SF

THE MORRISON BUILDING

815 QUARRIER ST., SUITE 202

CHARLESTON, WV 25301

(304) 553-7002

INTERIOR

I101 INTERIOR FINISHES

INTERIOR DESIGNER:

JILL M. WATKINS LEED AP BD+C NCIDQ ASID

JILL@WATKINSDESIGNWORKS.COM

REVISIONS

REVISION # REV. DESCRIPTION REVISION DATE

N

MAX. O

VERALL

TR

AVEL D

IST

ANCE

59' - 9 15/1

6"

107 106

FEC

FEC

32' - 6"

7 SEC.

27' - 9"

6 SEC.

17' - 8"

4 SEC.

20' - 8"

5 SEC.

28' - 9"

7 SEC.

25' - 4"

6 SEC.

34' - 7"

8 SEC.

60 MINUTE DOOR

1 HOUR WALL

EGRESS PLAN LEGEND

PLACE TOP OF FIRE

EXTINGUISHER SIGN

6" FROM CEILING

10 LB FIRE EXTINGUISHER

APPLIED LETTERING

HANDLE

GLASS

SEMI-RECESSED FEC

5/8" GYP. BD.

2X4 WD. STUDS

2X4 WD. BLOCKING

JAMES BRIAN

SWIGER

NO. 3640

ARCH ITECT

S T A

T E

OF WEST V

IRG

IN

I A

REG I STERED

WYK ASSOCIATES, INC.

ARCHITECTURE PLANNING

205 WASHINGTON AVENUE

CLARKSBURG, WV 26301

PH: (304) 624-6326 FAX:(304) 623-9858

WWW.WYKARCHITECTS.COM

W Y

K A

SS

O

C

IA

TE

S, IN

C

C

O P

Y R

IG

H

T

CONSULTANTS

CIVIL

STRUCTURAL

G E N

E R

A L

H

Z M

A T

S U

R V

E Y

M

A P

G E O

TE

C

H N

IC

A

L C

IV

IL

W O

R K

S

LA

N D

S C

A P

IN

G

ST

R

U C

TU

R

A L

A R

C H

IT

E C

TU

R

A L

E

LE

C

TR

IC

A

L

TE

LE

C

O M

R E

SO

U R

C E S

O

TH

E R

D

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N

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IL

IN

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S E Q

U

IP

M E N

T

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R E P

R O

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C

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LU

M

B

IN

G P

R O

C E

SS

M E C

H A

N

IC

A L

PROJECT

CHECKED BY:

DRAWN BY:

ISSUED DATE:

REVISION # REVISION DATE

SHEET NAME

F

IL

E P

A

TH

LANDSCAPING

DRAWING INDEX

G000 - GENERAL INFORMATION

C000 - GENERAL NOTES

C100 - EXISTING CONDITIONS

C200 - SITE LAYOUT PLAN

C300 - GRADING PLAN

C500 - SITE UTILITIES PLAN

C800 - SITE DETAILS

L100 - LANDSCAPING PLANS

S100 - STRUCTURAL PLANS

S200 - STRUCTURAL ELEVATIONS

S300 - STRUCTURAL SECTIONS

S500 - STRUCTURAL DETAILS

A100 - ARCHITECTURAL PLANS

A200 - ARCHTITECTURAL ELEVATIONS

A300 - ARCHITECTURAL SECTIONS

A400 - ARCHITECTURAL ENLARGED PLANS

A500 - ARCHITECTURAL DETAILS

A600 - ARCHITECTURAL SCHEDULES

A700 - 3D VIEWS

I100 - INTERIOR DESIGN

P000 - PLUMBING GENERAL INFO

P100 - PLUMBING SANITARY PLANS

P200 - PLUMBING DOMESTIC WATER PLAN

P600 - PLUMBING SCHEDULES

M000 - MECHANICAL GENERAL INFO

M100 - MECHANICAL DUCTWORK PLANS

M200 - MECHANICAL PIPING PLANS

M600 - MECHANICAL SCHEDULES

E000 - ELECTRICAL GENERAL INFO

ES100 - SITE ELECTRICAL PLAN

E100 - ELECTRICAL LIGHTING PLANS

E200 - ELECTRICAL POWER PLANS

E400 - ELECTRICAL DETAILS

E500 - ELECTRICAL SCHEDULES

ELECTRICAL

MECHANICAL

PLUMBING

INTERIORS

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PROJECT NO. : 22010

PO BOX 469

ALUM CREEK, WV 25003

(304) 756-2564

CAS ENGINEERING, INC.

120 GENESIS BLVD.

BRIDGEPORT, WV 26330

(855) 488-9539

CIVIL & ENVIRONMENTAL

CONSULTANTS, INC.

ELK RIVER TRAIL

NEW HQ BLDG.

SMK

JBS

07/25/24

12 BUFFALO CREEK RD

CLAY, WV 25043

EGRESS PLAN

54 WEST RUN RD.

MORGANTOWN, WV 26508

(304) 291-2234

MILLER ENGINEERING

54 WEST RUN RD.

MORGANTOWN, WV 26508

(304) 291-2234

MILLER ENGINEERING

54 WEST RUN RD.

MORGANTOWN, WV 26508

(304) 291-2234

MILLER ENGINEERING

STUDIO ON STONY RUN, LLC

2922 STONY RUN ROAD

INDEPENDENCE, WV 26374

(304) 864-4019

815 QUARRIER STREET, SUITE 202

CHARLESTON, WV 25301

(304) 553-7002

WATKINS DESIGN WORKS, LLC

SCALE: 1/4" = 1'-0"A201 G101

1 EGRESS FLOOR PLAN

0' 4'2' 8'

PLAN NORTH

N

OCCUPANCY TABULATION PER 2018 IBC TABLE

RM # ROOM NAME OCCUPANCY AREA

S.F. PER

PERSON PERSONS

101 GIFT SHOP MERCANTILE AREAS ON OTHER FLOORS 916 SF 60 16

102 OFFICE BUSINESS AREAS 174 SF 100 2

103 KITCHEN BUSINESS AREAS 119 SF 100 2

104 STAFF T. UNOCCUPIED- CORRIDORS, TOILETS 52 SF 0

105 PUBLIC T. UNOCCUPIED- CORRIDORS, TOILETS 58 SF 0

106 MECH. ACC. STOR. AREAS, MECH. EQUIP. ROOM 70 SF 300 1

107 STOR. ACC. STOR. AREAS, MECH. EQUIP. ROOM 45 SF 300 1

1434 SF 22

PATH OF TRAVEL TO EXIT

FROM ROOM DISTANCE TIME

GIFT SHOP 101 32' - 6" 7 s

STOR. 107 27' - 9" 6 s

OFFICE 102 17' - 8" 4 s

STAFF T. 104 20' - 8" 5 s

MECH. 106 28' - 9" 7 s

PUBLIC T. 105 25' - 4" 6 s

STOR. 107 34' - 7" 8 s

NOT TO SCALEG101

2 FEC DETAIL

5/8" GYP. BD.

2X4 WD STUD

@ 16" O.C.

1/2" RESILIENT CHANNEL

@ 24" O.C. (VERT.)

SOUND ATTENUATION

BATT INSUL.

2X4 WD.

DOUBLE TOP

PLATE

BOTTOM CHORD OF WD. TRUSS

-SEE STRUCT. DWGS.

5/8" GYP. BD.

METAL TRIM

CERAMIC TILE WALL BASE

CERAMIC FLOOR TILE

2X4 WD

SOLE PLATE

5/8" GYP. BD.

2X4 WD STUD

@ 16" O.C.

FIRE SAFE BATT INSUL.

2X4 WD.

DOUBLE TOP

PLATEBOTTOM CHORD OF WD. TRUSS

-SEE STRUCT. DWGS.

(2) LAYERS 5/8" GYP. BD. (TYPE "X")

METAL TRIM

CERAMIC TILE WALL BASE

CERAMIC FLOOR TILE

2X4 WD

SOLE PLATE

FIRE SEALANT

FIRE SEALNT @ BOTH SIDES

5/8" GYP. BD.

2X4 WD STUD

@ 16" O.C.

1/2" RESILIENT CHANNEL

@ 24" O.C. (VERT.)

SOUND ATTENUATION

BATT INSUL.

2X4 WD.

DOUBLE TOP

PLATE

BOTTOM CHORD OF WD. TRUSS

-SEE STRUCT. DWGS.

5/8" GYP. BD.

METAL TRIM

CERAMIC TILE WALL BASE

CERAMIC FLOOR TILE

2X4 WD

SOLE PLATE

5/8" GYP. BD.

(TYPE "X")

2X4 WD STUD

@ 16" O.C.

1/2" RESILIENT CHANNEL

@ 24" O.C. (VERT.)

FIRE SAFE BATT INSUL.

2X4 WD.

DOUBLE TOP

PLATEBOTTOM CHORD OF WD. TRUSS

-SEE STRUCT. DWGS.

(2) LAYERS 5/8" GYP. BD. (TYPE "X")

METAL TRIM

CERAMIC TILE WALL BASE

CERAMIC FLOOR TILE

2X4 WD

SOLE PLATE

FIRE SEALANT

FIRE SEALNT @ BOTH SIDES

5/8" GYP. BD.

(TYPE "X")

METAL FLASHING

@ BUTT JOINTS

CEMENT BD. LAP SIDING

W/ 4" EXPOSURE

METAL FLASHING

BOTTOM CURSE OF SIDING TRIM

2" MIN. ABOVE CONC. SLAB

4" CONC. SLAB

6" (MIN.)

COMPACTED

GRAVEL BASE

EXIST. SUB-GRADE

FILTER FABRIC

4" PERF. DRAIN PIPE

-SEE CIVIL DWGS. FOR DISCHARGE

WOOD TRUSS SYSTEM

-SEE STRUCT. DWGS.

DOUBLE 2X6 WOOD TOP PLATES

BATT INSUL.

2X6 WOOD STUDS @ 16" O.C.

5/8" GYP. BD.

1/2" PLYWD. SHEATHING

1 1/2" RIGID INSUL.

AIR & WATER BARRIER

FIBERGLASS "Z" GIRT

@ 24" O.C. (VERT.)

2X6 P/T SOLE PLATE

6" (MIN.) COMPACTED

GRAVEL BASE

SLAB REINFORCING

-SEE STRUCT. DWGS.

15 MIL. VAPOR BARRIER

2" RIGID INSUL. @ PERIM

CONC. FOUNDATION

- SEE STRUCT. DWGS. FOR REINFORCING

STRUCTURAL FILL

-SEE GEOTECH REPORT

GRAVEL DRAINAGE

SOLID STORM DRAIN PIPE

TIED INTO DOWSPOUTS

-SEE CIVIL DWGS. FOR

DISCHARGE

3' - 0"

DAMPPROOFING

1/2" PROTECTION BD.

1/2" FIBER EXPANSION JOINT

1/2" FIBER EXPANSION JOINT

JAMES BRIAN

SWIGER

NO. 3640

ARCH ITECT

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WYK ASSOCIATES, INC.

ARCHITECTURE PLANNING

205 WASHINGTON AVENUE

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PH: (304) 624-6326 FAX:(304) 623-9858

WWW.WYKARCHITECTS.COM

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ISSUED DATE:

REVISION # REVISION DATE

SHEET NAME

F

IL

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A

TH

LANDSCAPING

DRAWING INDEX

G000 - GENERAL INFORMATION

C000 - GENERAL NOTES

C100 - EXISTING CONDITIONS

C200 - SITE LAYOUT PLAN

C300 - GRADING PLAN

C500 - SITE UTILITIES PLAN

C800 - SITE DETAILS

L100 - LANDSCAPING PLANS

S100 - STRUCTURAL PLANS

S200 - STRUCTURAL ELEVATIONS

S300 - STRUCTURAL SECTIONS

S500 - STRUCTURAL DETAILS

A100 - ARCHITECTURAL PLANS

A200 - ARCHTITECTURAL ELEVATIONS

A300 - ARCHITECTURAL SECTIONS

A400 - ARCHITECTURAL ENLARGED PLANS

A500 - ARCHITECTURAL DETAILS

A600 - ARCHITECTURAL SCHEDULES

A700 - 3D VIEWS

I100 - INTERIOR DESIGN

P000 - PLUMBING GENERAL INFO

P100 - PLUMBING SANITARY PLANS

P200 - PLUMBING DOMESTIC WATER PLAN

P600 - PLUMBING SCHEDULES

M000 - MECHANICAL GENERAL INFO

M100 - MECHANICAL DUCTWORK PLANS

M200 - MECHANICAL PIPING PLANS

M600 - MECHANICAL SCHEDULES

E000 - ELECTRICAL GENERAL INFO

ES100 - SITE ELECTRICAL PLAN

E100 - ELECTRICAL LIGHTING PLANS

E200 - ELECTRICAL POWER PLANS

E400 - ELECTRICAL DETAILS

E500 - ELECTRICAL SCHEDULES

ELECTRICAL

MECHANICAL

PLUMBING

INTERIORS

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G201

PROJECT NO. : 22010

PO BOX 469

ALUM CREEK, WV 25003

(304) 756-2564

CAS ENGINEERING, INC.

120 GENESIS BLVD.

BRIDGEPORT, WV 26330

(855) 488-9539

CIVIL & ENVIRONMENTAL

CONSULTANTS, INC.

ELK RIVER TRAIL

NEW HQ BLDG.

SMK

JBS

07/25/24

12 BUFFALO CREEK RD

CLAY, WV 25043

WALL TYPES

54 WEST RUN RD.

MORGANTOWN, WV 26508

(304) 291-2234

MILLER ENGINEERING

54 WEST RUN RD.

MORGANTOWN, WV 26508

(304) 291-2234

MILLER ENGINEERING

54 WEST RUN RD.

MORGANTOWN, WV 26508

(304) 291-2234

MILLER ENGINEERING

STUDIO ON STONY RUN, LLC

2922 STONY RUN ROAD

INDEPENDENCE, WV 26374

(304) 864-4019

815 QUARRIER STREET, SUITE 202

CHARLESTON, WV 25301

(304) 553-7002

WATKINS DESIGN WORKS, LLC

NOT TO SCALEG201

2 WALL TYPE 2

NOT TO SCALEG201

3 WALL TYPE 3

NOT TO SCALEG201

4 WALL TYPE 4

NOT TO SCALEG201

5 WALL TYPE 5

NOT TO SCALEG201

1 WALL TYPE 1

Civil & Environmental Consultants, Inc.

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07/25/2024

REVISION # REVISION DATE

SHEET NAME

FI

LE

P A

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LANDSCAPING

DRAWING INDEX

G000 - GENERAL INFORMATION

C000 - GENERAL NOTES

C100 - EXISTING CONDITIONS

C200 - SITE LAYOUT PLAN

C300 - GRADING PLAN

C500 - SITE UTILITIES PLAN

C800 - SITE DETAILS

L100 - LANDSCAPING PLANS

S100 - STRUCTURAL PLANS

S200 - STRUCTURAL ELEVATIONS

S300 - STRUCTURAL SECTIONS

S500 - STRUCTURAL DETAILS

A100 - ARCHITECTURAL PLANS

A200 - ARCHTITECTURAL ELEVATIONS

A300 - ARCHITECTURAL SECTIONS

A400 - ARCHITECTURAL ENLARGED PLANS

A500 - ARCHITECTURAL DETAILS

A600 - ARCHITECTURAL SCHEDULES

A700 - 3D VIEWS

I100 - INTERIOR DESIGN

P000 - PLUMBING GENERAL INFO

P100 - PLUMBING SANITARY PLANS

P200 - PLUMBING DOMESTIC WATER PLAN

P600 - PLUMBING SCHEDULES

M000 - MECHANICAL GENERAL INFO

M100 - MECHANICAL DUCTWORK PLANS

M200 - MECHANICAL PIPING PLANS

M600 - MECHANICAL SCHEDULES

E000 - ELECTRICAL GENERAL INFO

ES100 - SITE ELECTRICAL PLAN

E100 - ELECTRICAL LIGHTING PLANS

E200 - ELECTRICAL POWER PLANS

E400 - ELECTRICAL DETAILS

E500 - ELECTRICAL SCHEDULES

ELECTRICAL

MECHANICAL

PLUMBING

INTERIORS

PROJECT NO. : 22010

54 WEST RUN RD.

MORGANTOWN, WV 26508

(304) 291-2234

MILLER ENGINEERING

54 WEST RUN RD.

MORGANTOWN, WV 26508

(304) 291-2234

MILLER ENGINEERING

54 WEST RUN RD.

MORGANTOWN, WV 26508

(304) 291-2234

MILLER ENGINEERING

PO BOX 469

ALUM CREEK, WV 25003

(304) 756-2564

CAS ENGINEERING, INC.

120 GENESIS BLVD.

BRIDGEPORT, WV 26330

(855) 488-9539

CIVIL & ENVIRONMENTAL

CONSULTANTS, INC.

54 WEST RUN RD.

MORGANTOWN, WV 26508

(304) 291-2234

MILLER ENGINEERING

54 WEST RUN RD.

MORGANTOWN, WV 26508

(304) 291-2234

MILLER ENGINEERING

12 BUFFALO CREEK RD

CLAY, WV 25043

GENERAL NOTES

EROSION & SEDIMENT CONTROL NOTES

DEMOLITION NOTES

LAYOUT NOTES

GRADING NOTES

STORM DRAINAGE NOTES

UTILITY NOTES

SEQUENCE OF CONSTRUCTION

C000

PROJECT NO. : 22010

GENERAL NOTES

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ISSUED DATE:

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07/25/2024

REVISION # REVISION DATE

SHEET NAME

FI

LE

P A

TH

LANDSCAPING

DRAWING INDEX

G000 - GENERAL INFORMATION

C000 - GENERAL NOTES

C100 - EXISTING CONDITIONS

C200 - SITE LAYOUT PLAN

C300 - GRADING PLAN

C500 - SITE UTILITIES PLAN

C800 - SITE DETAILS

L100 - LANDSCAPING PLANS

S100 - STRUCTURAL PLANS

S200 - STRUCTURAL ELEVATIONS

S300 - STRUCTURAL SECTIONS

S500 - STRUCTURAL DETAILS

A100 - ARCHITECTURAL PLANS

A200 - ARCHTITECTURAL ELEVATIONS

A300 - ARCHITECTURAL SECTIONS

A400 - ARCHITECTURAL ENLARGED PLANS

A500 - ARCHITECTURAL DETAILS

A600 - ARCHITECTURAL SCHEDULES

A700 - 3D VIEWS

I100 - INTERIOR DESIGN

P000 - PLUMBING GENERAL INFO

P100 - PLUMBING SANITARY PLANS

P200 - PLUMBING DOMESTIC WATER PLAN

P600 - PLUMBING SCHEDULES

M000 - MECHANICAL GENERAL INFO

M100 - MECHANICAL DUCTWORK PLANS

M200 - MECHANICAL PIPING PLANS

M600 - MECHANICAL SCHEDULES

E000 - ELECTRICAL GENERAL INFO

ES100 - SITE ELECTRICAL PLAN

E100 - ELECTRICAL LIGHTING PLANS

E200 - ELECTRICAL POWER PLANS

E400 - ELECTRICAL DETAILS

E500 - ELECTRICAL SCHEDULES

ELECTRICAL

MECHANICAL

PLUMBING

INTERIORS

PROJECT NO. : 22010

54 WEST RUN RD.

MORGANTOWN, WV 26508

(304) 291-2234

MILLER ENGINEERING

54 WEST RUN RD.

MORGANTOWN, WV 26508

(304) 291-2234

MILLER ENGINEERING

54 WEST RUN RD.

MORGANTOWN, WV 26508

(304) 291-2234

MILLER ENGINEERING

PO BOX 469

ALUM CREEK, WV 25003

(304) 756-2564

CAS ENGINEERING, INC.

120 GENESIS BLVD.

BRIDGEPORT, WV 26330

(855) 488-9539

CIVIL & ENVIRONMENTAL

CONSULTANTS, INC.

54 WEST RUN RD.

MORGANTOWN, WV 26508

(304) 291-2234

MILLER ENGINEERING

54 WEST RUN RD.

MORGANTOWN, WV 26508

(304) 291-2234

MILLER ENGINEERING

12 BUFFALO CREEK RD

CLAY, WV 25043

C100

PROJECT NO. : 22010

EXISTING CONDITIONS

NORTH

LEGEND

REFERENCES

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PH: (304) 624-6326 FAX:(304) 623-9858

WWW.WYKARCHITECTS.COM

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ISSUED DATE:

JES

DBS

07/25/2024

REVISION # REVISION DATE

SHEET NAME

FI

LE

P A

TH

LANDSCAPING

DRAWING INDEX

G000 - GENERAL INFORMATION

C000 - GENERAL NOTES

C100 - EXISTING CONDITIONS

C200 - SITE LAYOUT PLAN

C300 - GRADING PLAN

C500 - SITE UTILITIES PLAN

C800 - SITE DETAILS

L100 - LANDSCAPING PLANS

S100 - STRUCTURAL PLANS

S200 - STRUCTURAL ELEVATIONS

S300 - STRUCTURAL SECTIONS

S500 - STRUCTURAL DETAILS

A100 - ARCHITECTURAL PLANS

A200 - ARCHTITECTURAL ELEVATIONS

A300 - ARCHITECTURAL SECTIONS

A400 - ARCHITECTURAL ENLARGED PLANS

A500 - ARCHITECTURAL DETAILS

A600 - ARCHITECTURAL SCHEDULES

A700 - 3D VIEWS

I100 - INTERIOR DESIGN

P000 - PLUMBING GENERAL INFO

P100 - PLUMBING SANITARY PLANS

P200 - PLUMBING DOMESTIC WATER PLAN

P600 - PLUMBING SCHEDULES

M000 - MECHANICAL GENERAL INFO

M100 - MECHANICAL DUCTWORK PLANS

M200 - MECHANICAL PIPING PLANS

M600 - MECHANICAL SCHEDULES

E000 - ELECTRICAL GENERAL INFO

ES100 - SITE ELECTRICAL PLAN

E100 - ELECTRICAL LIGHTING PLANS

E200 - ELECTRICAL POWER PLANS

E400 - ELECTRICAL DETAILS

E500 - ELECTRICAL SCHEDULES

ELECTRICAL

MECHANICAL

PLUMBING

INTERIORS

PROJECT NO. : 22010

54 WEST RUN RD.

MORGANTOWN, WV 26508

(304) 291-2234

MILLER ENGINEERING

54 WEST RUN RD.

MORGANTOWN, WV 26508

(304) 291-2234

MILLER ENGINEERING

54 WEST RUN RD.

MORGANTOWN, WV 26508

(304) 291-2234

MILLER ENGINEERING

PO BOX 469

ALUM CREEK, WV 25003

(304) 756-2564

CAS ENGINEERING, INC.

120 GENESIS BLVD.

BRIDGEPORT, WV 26330

(855) 488-9539

CIVIL & ENVIRONMENTAL

CONSULTANTS, INC.

54 WEST RUN RD.

MORGANTOWN, WV 26508

(304) 291-2234

MILLER ENGINEERING

54 WEST RUN RD.

MORGANTOWN, WV 26508

(304) 291-2234

MILLER ENGINEERING

12 BUFFALO CREEK RD

CLAY, WV 25043

C200

PROJECT NO. : 22010

SITE LAYOUT PLAN

NORTH

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WYK ASSOCIATES, INC.

ARCHITECTURE PLANNING

205 WASHINGTON AVENUE

CLARKSBURG, WV 26301

PH: (304) 624-6326 FAX:(304) 623-9858

WWW.WYKARCHITECTS.COM

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PROJECT

CHECKED BY:

DRAWN BY:

ISSUED DATE:

JES

DBS

07/25/2024

REVISION # REVISION DATE

SHEET NAME

FI

LE

P A

TH

LANDSCAPING

DRAWING INDEX

G000 - GENERAL INFORMATION

C000 - GENERAL NOTES

C100 - EXISTING CONDITIONS

C200 - SITE LAYOUT PLAN

C300 - GRADING PLAN

C500 - SITE UTILITIES PLAN

C800 - SITE DETAILS

L100 - LANDSCAPING PLANS

S100 - STRUCTURAL PLANS

S200 - STRUCTURAL ELEVATIONS

S300 - STRUCTURAL SECTIONS

S500 - STRUCTURAL DETAILS

A100 - ARCHITECTURAL PLANS

A200 - ARCHTITECTURAL ELEVATIONS

A300 - ARCHITECTURAL SECTIONS

A400 - ARCHITECTURAL ENLARGED PLANS

A500 - ARCHITECTURAL DETAILS

A600 - ARCHITECTURAL SCHEDULES

A700 - 3D VIEWS

I100 - INTERIOR DESIGN

P000 - PLUMBING GENERAL INFO

P100 - PLUMBING SANITARY PLANS

P200 - PLUMBING DOMESTIC WATER PLAN

P600 - PLUMBING SCHEDULES

M000 - MECHANICAL GENERAL INFO

M100 - MECHANICAL DUCTWORK PLANS

M200 - MECHANICAL PIPING PLANS

M600 - MECHANICAL SCHEDULES

E000 - ELECTRICAL GENERAL INFO

ES100 - SITE ELECTRICAL PLAN

E100 - ELECTRICAL LIGHTING PLANS

E200 - ELECTRICAL POWER PLANS

E400 - ELECTRICAL DETAILS

E500 - ELECTRICAL SCHEDULES

ELECTRICAL

MECHANICAL

PLUMBING

INTERIORS

PROJECT NO. : 22010

54 WEST RUN RD.

MORGANTOWN, WV 26508

(304) 291-2234

MILLER ENGINEERING

54 WEST RUN RD.

MORGANTOWN, WV 26508

(304) 291-2234

MILLER ENGINEERING

54 WEST RUN RD.

MORGANTOWN, WV 26508

(304) 291-2234

MILLER ENGINEERING

PO BOX 469

ALUM CREEK, WV 25003

(304) 756-2564

CAS ENGINEERING, INC.

120 GENESIS BLVD.

BRIDGEPORT, WV 26330

(855) 488-9539

CIVIL & ENVIRONMENTAL

CONSULTANTS, INC.

54 WEST RUN RD.

MORGANTOWN, WV 26508

(304) 291-2234

MILLER ENGINEERING

54 WEST RUN RD.

MORGANTOWN, WV 26508

(304) 291-2234

MILLER ENGINEERING

12 BUFFALO CREEK RD

CLAY, WV 25043

C300

PROJECT NO. : 22010

GRADING PLAN

NORTH

P:

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WYK ASSOCIATES, INC.

ARCHITECTURE PLANNING

205 WASHINGTON AVENUE

CLARKSBURG, WV 26301

PH: (304) 624-6326 FAX:(304) 623-9858

WWW.WYKARCHITECTS.COM

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PROJECT

CHECKED BY:

DRAWN BY:

ISSUED DATE:

JES

DBS

07/25/2024

REVISION # REVISION DATE

SHEET NAME

FI

LE

P A

TH

LANDSCAPING

DRAWING INDEX

G000 - GENERAL INFORMATION

C000 - GENERAL NOTES

C100 - EXISTING CONDITIONS

C200 - SITE LAYOUT PLAN

C300 - GRADING PLAN

C500 - SITE UTILITIES PLAN

C800 - SITE DETAILS

L100 - LANDSCAPING PLANS

S100 - STRUCTURAL PLANS

S200 - STRUCTURAL ELEVATIONS

S300 - STRUCTURAL SECTIONS

S500 - STRUCTURAL DETAILS

A100 - ARCHITECTURAL PLANS

A200 - ARCHTITECTURAL ELEVATIONS

A300 - ARCHITECTURAL SECTIONS

A400 - ARCHITECTURAL ENLARGED PLANS

A500 - ARCHITECTURAL DETAILS

A600 - ARCHITECTURAL SCHEDULES

A700 - 3D VIEWS

I100 - INTERIOR DESIGN

P000 - PLUMBING GENERAL INFO

P100 - PLUMBING SANITARY PLANS

P200 - PLUMBING DOMESTIC WATER PLAN

P600 - PLUMBING SCHEDULES

M000 - MECHANICAL GENERAL INFO

M100 - MECHANICAL DUCTWORK PLANS

M200 - MECHANICAL PIPING PLANS

M600 - MECHANICAL SCHEDULES

E000 - ELECTRICAL GENERAL INFO

ES100 - SITE ELECTRICAL PLAN

E100 - ELECTRICAL LIGHTING PLANS

E200 - ELECTRICAL POWER PLANS

E400 - ELECTRICAL DETAILS

E500 - ELECTRICAL SCHEDULES

ELECTRICAL

MECHANICAL

PLUMBING

INTERIORS

PROJECT NO. : 22010

54 WEST RUN RD.

MORGANTOWN, WV 26508

(304) 291-2234

MILLER ENGINEERING

54 WEST RUN RD.

MORGANTOWN, WV 26508

(304) 291-2234

MILLER ENGINEERING

54 WEST RUN RD.

MORGANTOWN, WV 26508

(304) 291-2234

MILLER ENGINEERING

PO BOX 469

ALUM CREEK, WV 25003

(304) 756-2564

CAS ENGINEERING, INC.

120 GENESIS BLVD.

BRIDGEPORT, WV 26330

(855) 488-9539

CIVIL & ENVIRONMENTAL

CONSULTANTS, INC.

54 WEST RUN RD.

MORGANTOWN, WV 26508

(304) 291-2234

MILLER ENGINEERING

54 WEST RUN RD.

MORGANTOWN, WV 26508

(304) 291-2234

MILLER ENGINEERING

12 BUFFALO CREEK RD

CLAY, WV 25043

C500

PROJECT NO. : 22010

SITE UTILITIES PLAN

NORTH

P:

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-0

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ELK RIVER TRAIL

NEW HQ BLDG.

WYK ASSOCIATES, INC.

ARCHITECTURE PLANNING

205 WASHINGTON AVENUE

CLARKSBURG, WV 26301

PH: (304) 624-6326 FAX:(304) 623-9858

WWW.WYKARCHITECTS.COM

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PROJECT

CHECKED BY:

DRAWN BY:

ISSUED DATE:

JES

DBS

07/25/2024

REVISION # REVISION DATE

SHEET NAME

FI

LE

P A

TH

LANDSCAPING

DRAWING INDEX

G000 - GENERAL INFORMATION

C000 - GENERAL NOTES

C100 - EXISTING CONDITIONS

C200 - SITE LAYOUT PLAN

C300 - GRADING PLAN

C500 - SITE UTILITIES PLAN

C800 - SITE DETAILS

L100 - LANDSCAPING PLANS

S100 - STRUCTURAL PLANS

S200 - STRUCTURAL ELEVATIONS

S300 - STRUCTURAL SECTIONS

S500 - STRUCTURAL DETAILS

A100 - ARCHITECTURAL PLANS

A200 - ARCHTITECTURAL ELEVATIONS

A300 - ARCHITECTURAL SECTIONS

A400 - ARCHITECTURAL ENLARGED PLANS

A500 - ARCHITECTURAL DETAILS

A600 - ARCHITECTURAL SCHEDULES

A700 - 3D VIEWS

I100 - INTERIOR DESIGN

P000 - PLUMBING GENERAL INFO

P100 - PLUMBING SANITARY PLANS

P200 - PLUMBING DOMESTIC WATER PLAN

P600 - PLUMBING SCHEDULES

M000 - MECHANICAL GENERAL INFO

M100 - MECHANICAL DUCTWORK PLANS

M200 - MECHANICAL PIPING PLANS

M600 - MECHANICAL SCHEDULES

E000 - ELECTRICAL GENERAL INFO

ES100 - SITE ELECTRICAL PLAN

E100 - ELECTRICAL LIGHTING PLANS

E200 - ELECTRICAL POWER PLANS

E400 - ELECTRICAL DETAILS

E500 - ELECTRICAL SCHEDULES

ELECTRICAL

MECHANICAL

PLUMBING

INTERIORS

PROJECT NO. : 22010

54 WEST RUN RD.

MORGANTOWN, WV 26508

(304) 291-2234

MILLER ENGINEERING

54 WEST RUN RD.

MORGANTOWN, WV 26508

(304) 291-2234

MILLER ENGINEERING

54 WEST RUN RD.

MORGANTOWN, WV 26508

(304) 291-2234

MILLER ENGINEERING

PO BOX 469

ALUM CREEK, WV 25003

(304) 756-2564

CAS ENGINEERING, INC.

120 GENESIS BLVD.

BRIDGEPORT, WV 26330

(855) 488-9539

CIVIL & ENVIRONMENTAL

CONSULTANTS, INC.

54 WEST RUN RD.

MORGANTOWN, WV 26508

(304) 291-2234

MILLER ENGINEERING

54 WEST RUN RD.

MORGANTOWN, WV 26508

(304) 291-2234

MILLER ENGINEERING

12 BUFFALO CREEK RD

CLAY, WV 25043

C501

PROJECT NO. : 22010

EROSION & SEDIMENT

CONTROL PLAN

NORTH

EXPANSION JOINT

CONTRACTION JOINT

SYMBOL DETAIL

RESERVED

PARKING

VAN

A C C E S S I B L E

SECTION

PLAN

OVERLAP JOINT STANDARD ASPHALT PAVEMENT

PAVEMENT GENERAL NOTES:

Civil & Environmental Consultants, Inc.

P:

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ELK RIVER TRAIL

NEW HQ BLDG.

WYK ASSOCIATES, INC.

ARCHITECTURE PLANNING

205 WASHINGTON AVENUE

CLARKSBURG, WV 26301

PH: (304) 624-6326 FAX:(304) 623-9858

WWW.WYKARCHITECTS.COM

W

YK

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CONSULTANTS

CIVIL

STRUCTURAL

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IC

A L

PROJECT

CHECKED BY:

DRAWN BY:

ISSUED DATE:

JES

DBS

07/25/2024

REVISION # REVISION DATE

SHEET NAME

FI

LE

P A

TH

LANDSCAPING

DRAWING INDEX

G000 - GENERAL INFORMATION

C000 - GENERAL NOTES

C100 - EXISTING CONDITIONS

C200 - SITE LAYOUT PLAN

C300 - GRADING PLAN

C500 - SITE UTILITIES PLAN

C800 - SITE DETAILS

L100 - LANDSCAPING PLANS

S100 - STRUCTURAL PLANS

S200 - STRUCTURAL ELEVATIONS

S300 - STRUCTURAL SECTIONS

S500 - STRUCTURAL DETAILS

A100 - ARCHITECTURAL PLANS

A200 - ARCHTITECTURAL ELEVATIONS

A300 - ARCHITECTURAL SECTIONS

A400 - ARCHITECTURAL ENLARGED PLANS

A500 - ARCHITECTURAL DETAILS

A600 - ARCHITECTURAL SCHEDULES

A700 - 3D VIEWS

I100 - INTERIOR DESIGN

P000 - PLUMBING GENERAL INFO

P100 - PLUMBING SANITARY PLANS

P200 - PLUMBING DOMESTIC WATER PLAN

P600 - PLUMBING SCHEDULES

M000 - MECHANICAL GENERAL INFO

M100 - MECHANICAL DUCTWORK PLANS

M200 - MECHANICAL PIPING PLANS

M600 - MECHANICAL SCHEDULES

E000 - ELECTRICAL GENERAL INFO

ES100 - SITE ELECTRICAL PLAN

E100 - ELECTRICAL LIGHTING PLANS

E200 - ELECTRICAL POWER PLANS

E400 - ELECTRICAL DETAILS

E500 - ELECTRICAL SCHEDULES

ELECTRICAL

MECHANICAL

PLUMBING

INTERIORS

PROJECT NO. : 22010

54 WEST RUN RD.

MORGANTOWN, WV 26508

(304) 291-2234

MILLER ENGINEERING

54 WEST RUN RD.

MORGANTOWN, WV 26508

(304) 291-2234

MILLER ENGINEERING

54 WEST RUN RD.

MORGANTOWN, WV 26508

(304) 291-2234

MILLER ENGINEERING

PO BOX 469

ALUM CREEK, WV 25003

(304) 756-2564

CAS ENGINEERING, INC.

120 GENESIS BLVD.

BRIDGEPORT, WV 26330

(855) 488-9539

CIVIL & ENVIRONMENTAL

CONSULTANTS, INC.

54 WEST RUN RD.

MORGANTOWN, WV 26508

(304) 291-2234

MILLER ENGINEERING

54 WEST RUN RD.

MORGANTOWN, WV 26508

(304) 291-2234

MILLER ENGINEERING

12 BUFFALO CREEK RD

CLAY, WV 25043

C800

PROJECT NO. : 22010

SITE DETAILS

ACCESSIBLE PARKING STALL1

SIGNAGE2

CONCRETE SIDEWALK3

CONCRETE WHEEL STOP4

TEMPORARY SOIL STOCKPILE5

COMPOST FILTER SOCK6 VEGETATIVE STABLIZATION7 ASPHALT PAVEMENT SECTION8

TOPSOIL PLACEMENT9

TYPICAL GRAVEL SECTION10

B

A

B

PLAN

SECTION A-A

SECTION B-B

HORIZONTAL SEPARATION

VERTICAL SEPARATION

PLAN SECTION

PROFILE

WATER SERVICE LINE SEWER PIPE

COVER REQUIREMENTS

ELECTRIC AND COMMUNICATIONS SERVICE LINE

Civil & Environmental Consultants, Inc.

P:

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WYK ASSOCIATES, INC.

ARCHITECTURE PLANNING

205 WASHINGTON AVENUE

CLARKSBURG, WV 26301

PH: (304) 624-6326 FAX:(304) 623-9858

WWW.WYKARCHITECTS.COM

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CONSULTANTS

CIVIL

STRUCTURAL

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PROJECT

CHECKED BY:

DRAWN BY:

ISSUED DATE:

JES

DBS

07/25/2024

REVISION # REVISION DATE

SHEET NAME

FI

LE

P A

TH

LANDSCAPING

DRAWING INDEX

G000 - GENERAL INFORMATION

C000 - GENERAL NOTES

C100 - EXISTING CONDITIONS

C200 - SITE LAYOUT PLAN

C300 - GRADING PLAN

C500 - SITE UTILITIES PLAN

C800 - SITE DETAILS

L100 - LANDSCAPING PLANS

S100 - STRUCTURAL PLANS

S200 - STRUCTURAL ELEVATIONS

S300 - STRUCTURAL SECTIONS

S500 - STRUCTURAL DETAILS

A100 - ARCHITECTURAL PLANS

A200 - ARCHTITECTURAL ELEVATIONS

A300 - ARCHITECTURAL SECTIONS

A400 - ARCHITECTURAL ENLARGED PLANS

A500 - ARCHITECTURAL DETAILS

A600 - ARCHITECTURAL SCHEDULES

A700 - 3D VIEWS

I100 - INTERIOR DESIGN

P000 - PLUMBING GENERAL INFO

P100 - PLUMBING SANITARY PLANS

P200 - PLUMBING DOMESTIC WATER PLAN

P600 - PLUMBING SCHEDULES

M000 - MECHANICAL GENERAL INFO

M100 - MECHANICAL DUCTWORK PLANS

M200 - MECHANICAL PIPING PLANS

M600 - MECHANICAL SCHEDULES

E000 - ELECTRICAL GENERAL INFO

ES100 - SITE ELECTRICAL PLAN

E100 - ELECTRICAL LIGHTING PLANS

E200 - ELECTRICAL POWER PLANS

E400 - ELECTRICAL DETAILS

E500 - ELECTRICAL SCHEDULES

ELECTRICAL

MECHANICAL

PLUMBING

INTERIORS

PROJECT NO. : 22010

54 WEST RUN RD.

MORGANTOWN, WV 26508

(304) 291-2234

MILLER ENGINEERING

54 WEST RUN RD.

MORGANTOWN, WV 26508

(304) 291-2234

MILLER ENGINEERING

54 WEST RUN RD.

MORGANTOWN, WV 26508

(304) 291-2234

MILLER ENGINEERING

PO BOX 469

ALUM CREEK, WV 25003

(304) 756-2564

CAS ENGINEERING, INC.

120 GENESIS BLVD.

BRIDGEPORT, WV 26330

(855) 488-9539

CIVIL & ENVIRONMENTAL

CONSULTANTS, INC.

54 WEST RUN RD.

MORGANTOWN, WV 26508

(304) 291-2234

MILLER ENGINEERING

54 WEST RUN RD.

MORGANTOWN, WV 26508

(304) 291-2234

MILLER ENGINEERING

12 BUFFALO CREEK RD

CLAY, WV 25043

C801

PROJECT NO. : 22010

SITE DETAILS

STORM PIPE TRENCH10

STABILIZED CONSTRUCTION ENTRANCE12

MAGNETIC WARNING TAPE14

WATER AND SEWER LINE SEPARATION15

UTILITY TRENCHES13

RIPRAP APRON11

A

B

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R

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D

ASPHALT ENTRANCE DRIVE

ASPHALT PARKING AREA

CONC.

ENTRANCE

WALK

PR. LIGHT POLE

SEE SITE PLAN

PR. LIGHT POLE

SEE SITE PLAN

PR. UNDERGROUND ELEC.

PR. UNDERGROUND ELEC.

PR. RECREATIONAL

TRAIN TRACKS

(1)SMP

(1)SMP

(1)HAA

(1)SJG

(1)SJG

(1)SJG

(1)NRW

(1)NRW

(1)NRW

(1)NRW

(1)NRW

(1)NRW

(3)AMS

(3)EPM

(3)EPM

(3)AMS

(3)AMS

(3)AMS

(1)HAA

(1)SJG

(1)SJG

(1)SJG

(1)SJG

(1)SJG

(1)HAA

(1)SJG

(1)HAA(1)SMP(1)SJG(1)SMP

(1)NRW

(1)NRW

(1)NRW

(1)NRW

(1)SJG

(1)HAA

(1)HAA

(1)HAA

(1)HAA

(3)EPM

(3)EPM

(3)AMS

(3)AMS

(1)CFAS

(1)CFAS

(1)ACRP

PR. EOPB

(7)EPM

(9)PDHR

(9)PDHR

(9)PDHR

(9)EPM

(9)EPM

PR

O

PO

SE

D

BU

IL

DI

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(S

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A

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HI

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C

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A

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PR. CONC. WALK

PR

. C

O N

C . W

LK

PR. CONC. WALK

PR. CONC.

WALK

BICYCLE RACK

(PER ARCH.

PLANS)

(1)QE

(1)QE

(1)QE

PR. EOPB

PR. EOPB

PR. EOPB

5'

5'-6"

5'

5'

62'-2"

10'

4'

5'

8'

58'

8'

11'

30'

8'

PR. WEED BARRIER FABRIC WITH

MULCH BED DRESSING @ 3"

UNIFORM DEPTH.

SEE NOTES AND DETAILS FOR

ADDITIONAL INFO.

PR. WEED BARRIER

FABRIC WITH

MULCH BED

DRESSING @ 3"

UNIFORM DEPTH.

SEE NOTES AND

DETAILS FOR

ADDITIONAL INFO.

PR. WEED BARRIER FABRIC WITH MULCH BED

DRESSING @ 3" UNIFORM DEPTH.

SEE NOTES AND DETAILS FOR ADDITIONAL INFO.

PR. WEED BARRIER FABRIC WITH MULCH

BED DRESSING @ 3" UNIFORM DEPTH.

SEE NOTES AND DETAILS FOR

ADDITIONAL INFO.PR. WEED BARRIER

FABRIC WITH MULCH

BED DRESSING @ 3"

UNIFORM DEPTH.

SEE NOTES AND DETAILS

FOR ADDITIONAL INFO.

PR. 3' DIA. MULCH RING.

WEED BARRIER FABRIC

SHALL NOT BE USED FOR

TREE MULCH RINGS. SEE

NOTES AND DETAILS FOR

ADDITIONAL INFO.

PR. 3' DIA. MULCH RING.

WEED BARRIER FABRIC

SHALL NOT BE USED FOR

TREE MULCH RINGS. SEE

NOTES AND DETAILS FOR

ADDITIONAL INFO.

PR. 3' DIA. MULCH RING.

WEED BARRIER FABRIC

SHALL NOT BE USED FOR

TREE MULCH RINGS. SEE

NOTES AND DETAILS FOR

ADDITIONAL INFO.

FLAG POLE

(PER ARCH.

PLANS) (3)NRW

3'

LANDSCAPE PLAN

SA

RA

B . SAURINO

P R O F E

SS

IO

NA

L LANDSCAPE

ARCH

I T E C T

AI

NI

GRIVTSEWFO

ET

AT

S

July 25, 2024

ABBREVIATIONS

" A

PR

X.

UPRIGHT STAKES EXTENDED TO

SECTION

FIRM BEARING

FINISHED GRADE (VARIES)

SOIL MIX

2"x2"X5' HARDWOOD GUY STAKE OR

ARBORTIE OR EQUAL MATERIAL

TYPICAL PLANTING DETAIL

NOT TO SCALE

BACK FILL AROUND ROOT BALL TO A DEPTH 3"

BELOW FINAL GRADE

* (2) UPRIGHT STAKES OR LIGHT DUTY ANCHORS TO BE USED ON TREES UP TO

4" CALIPER (MEASURED 6" ABOVE GRADE). LARGER TREES TO BE

ANCHORED WITH HEAVY DUTY ANCHORS.

* PRUNE OUT ALL DAMAGED, DISEASED, OR DEAD

LIMBS PRIOR TO COMPLETION.

* THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ALL AREAS

DISTURBED AS A RESULT OF THEIR WORK. AT A MINIMUM, REPAIRS TO GRADE

AND REESTABLISHMENT OF THE PLANNED GROUND SURFACE MATERIAL AS

CALLED FOR IN THIS PLAN SET. (E.G. SOD, HYDROSEED, SEED AND STRAW

MULCH, OR OTHER).

* PLANT SPACING VARIES (REFER TO PLANS AND PLANT

MATERIAL LIST)

PRUNE, SCARIFY AND LOOSEN ROOTS ON ALL TREES AS NEEDED TO

PREVENT PLANTS FROM BECOMING ROOT BOUND.

COMPACT BACKFILL SOIL MIX IN 4" LIFTS TO ENSURE

MAXIMUM STABILITY FOR PLANT MATERIAL.

* COMPLETELY REMOVE ALL STRINGS, RIBBONS, AND

TAGS FROM PLANTS.

ENSURE CENTER OF PLANT (ROOT CROWN) SITS SLIGHTLY HIGH

ABOVE FINISHED GRADE (APPROXIMATELY 1"-2") TO PREVENT

WATER LOGGING AND ROT. REMOVE SOIL AND MULCH OFF OF

ROOT CROWN.

*STAKING AND GUYING NOTE*

UNLESS OTHERWISE SPECIFIED, STAKING AND GUYING SHALL BE USED

WHEN THE EXISTING SITE CONDITIONS ARE IN AREAS OF NATURALLY

OCCURING HIGH WIND, ON SLOPES EQUAL TO OR GREATER THAN 3:1,

FOR TREES WITH UNSTABLE ROOT BALLS.

MULCH LAYER TO BE 3" DEPTH

IF BALLED AND BURLAPPED: CUT AWAY AND REMOVE

MINIMUM OF TOP 1/2 OF ALL BURLAP AND ROPE FROM ROOT

BALL. REMOVE WIRE BASKET.

SHOVEL CUT EDGE OF PLANTING BED OR

HOLE TO A MINIMUM DEPTH OF 3"

(APPLICABLE FOR BOTH DECIDUOUS

AND EVERGREEN TREES AND SHRUBS)

OR GUYING ANCHOR - (2) PER TREE

SCALE: 1/8"=1'-0"

8' 16'4'0'

1. THESE PLANS ILLUSTRATE THE PROPOSED LANDSCAPE IMPROVEMENTS FOR THE PROPOSED TRAIL HEADQUARTERS BUILDING. THE ARCHITECTURAL INFORMATION SHOWN REFERS TO THE GROUND FLOOR PLAN OF THE ARCHITECTURAL PLANS. SITE INFORMATION IS BASED OFF OF THE CIVIL ENGINEERING AND LAND SURVEY

INFORMATION PROVIDED.

2. REFER TO THE ASSOCIATED ARCHITECTURAL, CIVIL ENGINEERING, STRUCTURAL ENGINEERING, AND ELECTRICAL ENGINEERING PLANS FOR ADDITIONAL INFORMATION AS THEY RELATE TO SPECIFIC LANDSCAPE IMPROVEMENTS. GENERALLY THESE REFERENCES CORRELATE AS FOLLOWS:

2.1. ARCHITECTURAL PLANS: EXTERIOR STEPS, BUILDING LAYOUT

2.2. CIVIL ENGINEERING PLANS: SITE GRADING, EROSION AND SEDIMENT CONTROL MEASURES, GENERAL SITE LAYOUT, VEHICULAR PARKING AND CIRCULATION, STORM WATER MANAGEMENT, UTILITIES, GENERAL PEDESTRIAN AND ADA ACCESS AND SIDEWALKS.

2.3. ELECTRICAL ENGINEERING PLANS: EXTERIOR LIGHTING SPECIFICATIONS, LOCATIONS, AND DETAILS.

3. ALL LANDSCAPED PLANTING ISLANDS AND BED AREAS SHALL RECEIVE 6 INCHES OF TOPSOIL OBTAINED OFF-SITE OR FROM A TOPSOIL STOCKPILE ON SITE. THE TOPSOIL SHALL BE GRADED AND RAKED, PRIOR TO APPLICATION OF PERMANENT VEGETATIVE COVER.

4. ALL LAWN AREAS DISTURBED AS A RESULT OF THE LANDSCAPE INSTALLATION SHALL BE REPAIRED, SEEDED, FERTILIZED AND MULCHED AS NEEDED TO ESTABLISH

GRASS AS INDICATED IN THE CIVIL ENGINEERING PLANS.

5. ALL WORK SHALL BE CONFINED TO THE DESIGNATED LIMITS OF CONSTRUCTION. FOR THIS PROJECT THE DESIGNATED LIMITS ARE DEFINED AS INDICATED ON THE

CIVIL ENGINEERING PLANS.

GENERAL LANDSCAPE NOTES:

PLANTING MATERIAL INSTALLATION:

1. CONFIRM THE LOCATIONS OF ANY UTILITIES ABOVE OR BELOW GROUND PRIOR TO COMMENCING WORK. CONTACT WEST VIRGINIA 811 A MINIMUM OF TWO

BUSINESS DAYS PRIOR TO EXCAVATION OPERATIONS (WV 811 OR 1-800-245-4848). CONTACT THE LANDSCAPE ARCHITECT IN THE EVENT THAT UTILITIES OR ANY

OTHER STRUCTURE CONFLICTS WITH THE LAYOUT SHOWN ON THE PLAN.

2. NO OFF-SITE LANDSCAPE INSTALLATION ACTIVITIES ARE PERMITTED FOR THIS PROJECT.

3. ALL PLANT MATERIALS ARE SUBJECT TO APPROVAL BY THE OWNER OR OWNER'S REPRESENTATIVE. PROVIDE THE OWNER WITH A TAG FROM EACH PLANT SPECIES AND A LIST OF THE PLANT SUPPLIERS. IN THE EVENT THAT SPECIFIED PLANT MATERIAL IS UNAVAILABLE, USE PLANTS WHICH ARE SIMILAR IN NATURE AND SIZE AND MEET THE NORMAL REQUIREMENTS FOR THE VARIETY ACCORDING TO THE AMERICAN ASSOCIATION OF NURSERYMEN.

4. PLANT SUBSTITUTIONS ARE PERMITTED WITH CONSENT FROM THE LANDSCAPE ARCHITECT.

5. VERIFY THE QUANTITIES SHOWN ON THE PLANT MATERIAL SCHEDULE WITH TOTALS INDICATED ON THE PLAN. CONTACT THE LANDSCAPE ARCHITECT IN THE EVENT

THAT DISCREPANCIES EXIST. SUPPLY UNIT PRICES TO THE OWNER AT TIME OF BIDDING.

6. PLANTS SHALL BE SOUND, HEALTHY, VIGOROUS, WELL BRANCHED, FREE OF DISEASE, INSECT EGGS AND LARVAE, AND SHALL HAVE ADEQUATE ROOT SYSTEMS.

7. SIZES SPECIFIED IN THE PLANT MATERIAL SCHEDULE ARE MINIMUM SIZES AGAINST WHICH THE PLANTS WILL BE JUDGED. FAILURE TO MEET MINIMUM SIZE ON ANY

PLANT WILL RESULT IN REJECTION OF THAT PLANT.

8. PROPOSED PLANTING AREAS: KILL OR REMOVE ALL EXISTING PLANT MATERIAL WITHIN PROPOSED PLANTING AREA LIMITS (UNLESS SPECIFIED TO BE PRESERVED OR PROTECTED). IF INSTALLING SINGLE TREES OR SHRUBS NOT INCLUDED IN A LARGER PLANTING AREA, REMOVE ONLY THE EXISTING VEGETATION FROM THE

PLANTING EXCAVATION HOLE TO A DIAMETER OR 36" FOR TREES AND 24" FOR SHRUBS.

9. USE OF HERBICIDES FOR THE PURPOSE OF KILLING EXISTING VEGETATION MUST BE APPROVED BY THE PROPERTY OWNER PRIOR TO USE.

10. REMOVAL OF EXISTING VEGETATION SHALL INCLUDE CLEARING AND GRUBBING OF THE EXISTING PLANT MATERIAL. LARGE TREES AND SHRUBS MAY BE CUT AT

GRADE AND THE STUMPS GROUND TO A MINIMUM OF 3" BELOW GRADE.

11. EXISTING VEGETATION AREAS: EXISTING PLANT MATERIAL SHALL REMAIN UNLESS OTHERWISE NOTED IN THIS PLAN. TAKE APPROPRIATE MEASURES TO ENSURE CONTINUED PROTECTION OF EXISTING PLANT MATERIAL TO BE PRESERVED THROUGHOUT THE CONSTRUCTION AND INSTALLATION OF THE PROPOSED SITE

IMPROVEMENTS.

12. GROUPS OF SHRUBS SHALL BE PLACED IN A CONTINUOUS MULCHED BED WITH SMOOTH, CONTINUOUS EDGES AS SHOWN ON THE PLAN. ALL MULCHED BEDS SHALL BE CURVILINEAR IN SHAPE FOLLOWING THE CONTOUR OF THE PLANT MASS OR AS SHOWN ON THE PLAN. TREES LOCATED WITHIN FOUR FEET OF ANY SHRUB BED SHALL SHARE THE SAME BED. GRADE FINISHED PLANTING BEDS SO AS NOT TO IMPEDE SURFACE DRAINAGE.

13. LOCATE TREES A MINIMUM OF 3 FEET FROM WALLS OR WALKS, AND A MINIMUM OF 8' FROM BUILDINGS AND STRUCTURES.

14. PROVIDE TOPSOIL AND OR AGED COMPOST TO BE USED AS BACKFILL IN PLANTING HOLES AS NEEDED.

15. STAKE AND GUY TREES GENERALLY AS FOLLOWS: USE TWO UPRIGHT STAKES OR LIGHT DUTY ANCHORS TO BE USED ON TREES UP TO 4" CALIPER (MEASURED 6" ABOVE GRADE). LARGER TREES TO BE ANCHORED WITH HEAVY DUTY ANCHORS. GUYING SHALL BE USED ON TREES 4" IN CALIPER (MEASURED 6" ABOVE GRADE) OR GREATER. AT A MINIMUM, TREES SHALL BE DOUBLE-GUYED WITH 2"X2"X5' HARDWOOD STAKES DRIVEN FIRMLY INTO THE GROUND TO A FIRM

BEARING. SECURE TREES TO STAKES OR ANCHORS WITH ARBORTIE MATERIAL OR EQUAL.

16. STAKE OR ANCHOR ALL TREES ACCORDING WITH STANDARD PRACTICE AND/OR THE SUPPLIERS RECOMMENDATIONS. STAKING AND ANCHORING SHALL BE

USED:

16.1. WHEN THE EXISTING SITE CONDITIONS ARE IN AREAS OF NATURALLY OCCURRING HIGH WIND.

16.2. WHEN PLANTING AREAS ARE ON SLOPES 3:1 OR GREATER.

16.3. WHEN ROOT BALL SOIL IS ERODING SEVERELY DURING PLANTING PROCESS CAUSING PLANT INSTABILITY.

16.4. WHEN SPECIFIED BY OWNER.

17. PERMEABLE, SYNTHETIC OR BIO-DEGRADABLE WEED BARRIER FABRIC SHALL BE USED IN ALL PROPOSED PLANTING BEDS PRIOR TO THE APPLICATION OF THE PROPOSED BED DRESSING. (USE OF BIO-DEGRADABLE WEED BARRIER WILL IMPROVE LONG TERM PLANT HEALTH.)

18. APPLY 3 INCHES OF NATURAL SHREDDED HARDWOOD BARK MULCH BED DRESSING UNIFORMLY IN ALL PLANTING BEDS.

19. REMOVE ALL TAGS, TWINE AND CONTAINERS FROM INSTALLED PLANTS.