WEST VIRGINIA STATE UNIVERSITY

A5.X

#

A8.X

#

Ref

#

Ref

#

Ref

#

Ref

##

A

W#

100A

AX.X

#

#

A6.X

#

A7.X

#

Ref

Ref

Ref

Ref

DETAIL

DETAIL SHEET

BUILDING SECTION

BUILDING SECTION SHEET

SECTION DETAIL

SECTION DETAIL SHEET

EXTERIOR ELEVATION

EXT. ELEVATION SHEET

INTERIOR ELEVATION

INT. ELEVATION SHEET

PARTITION TYPE DESIGNATION

KEYNOTE

DOOR TAG- SEE DOOR

WINDOW TAG- SEE WINDOW

EQUIPMENT TAG- SEE EQUIPMENT

1-HR FIRE RATED WALL NOTATION



1-HR SMOKE BARRIER NOTATION

ETA PROJECT

DATE

DFDRINKING FOUNTAIN SHSHELVING

MFG

MO

MTRL

MECH

MAINT

MH

MAS

MAX

MH

MTL

MEMB

LVR

LNTL

LWC

LVL

LAV

EPSEXPANDED POLYSTRENE

METAL

METAL HALIDE

ETR

EXT

EIFS

EAF

EXPS

EA

ELEC

EL

EQ

ELEV

ENGR

EW

EQUIP

EJ

EXP

EXH

EQUIPMENT

EXISTING TO REMAIN

EXTERIOR

EXTERIOR INSULATION

FINISH SYSTEM

FRAME (EXTD AL FRM)

EXTRUDED ALUMINUM

EXTRUDED POLYSTRENE

EXPANSION JOINT

EXHAUST

EXPOSED

ELEVATION

EACH WAY

ELECTRIC

ELEVATOR

ENGINEER

EQUAL

EEACH

M

MECHANICAL

MAINTENANCE

MANUFACTURING

MASONRY OPENING

MEMBRANE

MASONRY

MATERIAL

MAXIMUM

MANHOLE

LIGHT WEIGHT CONCRETE

LEFT HAND

LOUVERED

LINTEL

LIVE LOAD

LONG

LENGTH

LEVEL

LIGHT

LAVATORY

L

LL

LG

LT

LH

SAT (SATC) TILE CEILING

STRUCT

SUSPENDED ACOUSTICAL

STAINLESS STEEL

STEEL

SUSPEND(ED)

SURFACE

STRUCTURAL

STORAGE

STANDPIPE

SQUARE

STATION

STANDARD

STL

SURF

SUSP

STOR

STA

SP

STD

SS

SQ

SOUND ATTENUATION BOARD

SMOOTH-FACE

SPECIFICATION

SPRINKLER

SPLIT FACE

SOLID CORE

SINGLE

SIMILAR

SHOWER

SLOPE

SLIDING

SF

SPR

SPF

SPEC

SAB

SC

SLDG

SHWR

SIM

SGL

SL

LAM

LAB

JAN

INSUL

INCAN

INCL

INSTL

HYDR

HORIZ

HMR

HGT

HPS

HWY

HVAC

HDWR

HDR

HTR

HNDRL

FLG

GALV

FURN

FRM

4-W

FAB

FOB

FOS

FEB

FEC

FTG

FHY

FL (FLR)

FLUOR

FON

H

CPCONCRETE PIPE I

DAMPPROOFING

DIMENSION

DOWNSPOUT

DIAMETER

DEPARTMENT(AL)

DOWN

DOOR

DOUBLE

DRAIN

DETAIL

DEGREE

CONTRACTOR

CONTINUOUS

CONTROL JOINT

CONSTRUCTION

CONDUIT

CORRUGATE(D)

COUNTERSINK

DDP

LABORATORY

PLASTIC LAMINATE

JUNCTION BOX

DS

DN

DR

DBL

DR

L

LAMINATE

DET

DEG

DIM

DIA

DEPT JOINT

JANITOR

JOIST

PL

JB

JST

JT

INFORMATION

INSIDE DIAMETER

INSTALLE(D)

INCANDESCENT

CORR

CS

J

INSULATION

INTERIOR

CJ

CND

CONTR

CONST

CONT

INCLUDE

INT

INF

ID

CAB

CPT

CLK

CIP

CERAMIC TILE

CLEANOUT

CHAIN LINK

CIRCULAR

CONCRETE MASONRY UNIT

CONCRETE

COLD WATER

COEFFICIENT

COLD ROLLED

COLUMN

CLEAR

CABINET

CENTERLINE

CAST-IRON PIPE

CENTER

CEILING

CAULK

CEMENT

C

CARPET

CT

HOT WATER

HORIZONTAL

HORIZONTAL MASONRY

HOLLOW CORE

HOLLOW METAL

REINFORCING

CMU

CW

COL

CR

CONC

HOSE BIBB

HYDRAULIC

CLR

CO

CL

CIRC

COEF

HIGHWAY

HB

HW

HC

HM

HIGH PRESSURE SODIUM

HEATING,VENTILATION

AND AIR CONDITIONING

HANDICAPPED

HEADER

CTR

CLG

CEM

CLHEIGHT

HEATER

HARDWARE

HANDRAIL

HC

APPROX

AVG

AWN

BB

AUTO

BP (BPL)

BD

BOT

BLK

BS

BRG

BR

BL

BDRY

BLDG

BRDG

BM

ARCH

BUILDING

BRIDGING

BOUNDARY

BOTH SIDES

BLOCK (MASONRY)

BEARING

BUILDING LINE

BOTTOM

BRICK

BEAM

BOARD

APPROXIMATE

AVERAGE

ARCHITECTURAL

AUTOMATIC

BASE BOARD

BASE PLATE

AWNING

B

ANGLE

GAGE (GAUGE)

GALVANIZE(D)

GYPSUM BOARD

FURNISH(ED) FURNITURE

GLASS

GRADE

G

FRAME

GA

GR

GB

GL

FOR EXAMPLE

FLUORESCENT

FLOOR DRAIN

FIRE RATED

FIRE HYDRANT

FIRE EXTINGUISHER CABINET

FOUNDATION

FLOOR

FOUR-WAY

L

FLANGE

FOOTING

FD

EG

FR

ADJ

AFF

ABV

AWG

ALT

AC

AL (ALUM)

AGGR

GENERAL ABBREVIATIONS

ABOVE FINISH FLOOR

ADJACENT

AGGREGATE

AIR CONDITIONING

ALTERNATE

AMERICAN WIRE (GAGE)

ALUMINUM

AABOVE

FIRE EXTINGUISHER

FACE OF BLOCK

FACE OF BRICK

FACE OF STUD

FIBERGLASS INSULATION

FIRE EXTINGUISHER BRACKET

FINISH

FFABRICATE

FI

FIN

FE

FB

WCWATER CLOSET

R

RB (RE-BAR)

REFRIG

ROUGH OPENING

SANITARY SEWER

S

SCHEDULE

SCREEN

SECTION

ROOF DRAIN

ROOM

SS

SCHED

SCRN

SECT

R0

RD

RM

REFER.REFERENCE

RIGID INSULATION

RIGHT-OF-WAY

REINFORCING BAR

REFRIGERATOR

REQUIRED

REINFORCE

RECESS

RECTANGULAR

RADIUS

RI

REINF

REQD

R/W

RAD(R)

REC

REF

RECT

PREFIN

PREFAB

PLYWDPLYWOOD

PRESSURE TREATED

PREFABRICATED

QQUANTITY

PREFINISHED

POWER

PRECAST

QTY

PT

PRCST

PWR

PLUMBING

PLASTIC

PLATE

PERMANENT

PERFORATE(D)

PAINT

PANEL

PARTITION

PAVEMENT

PAIR

PL

PLBG

PLA

PERF

PERM

PR

PT

PNL

PTN

PVMT

WELDED WIRE FABRIC

WITH

WITHOUT

WOOD

WATER HEATER

WIRE MESH

WATER COOLER

WEATHERPROOF

W/

W/O

WD

WP

WCR

WH

WWF

WM

TOP OF WALL

O

OUTSIDE DIAMETER

OPPOSITE

OVERHEAD

P

OFFICE

ON CENTER

OPENING

OPERABLE

OPP

OVHD

OD

OPNG

OPER

OFF

OC

NOT APPLICABLE

NOT TO SCALE

NOT IN CONTRACT

NUMBER(#)

NOMINAL

NATIONAL

NORTH

N

NIC

NA

NTS

NO

NOM

NATL

N

VINYL COMPOSITION

TILE

VOLUME

W

VERIFY ON JOB

VAPOR BARRIER

VERTICAL

VENTILATE

VCT (VT)

VOL

VOJ

VB

VENT

VERT

UNLESS NOTED OTHRWISE

U

V

TREAD

TRUSS

TYPICAL

UNO

TR

TYP

TRD

MOUNTING HEIGHT

MISCELLANEOUS

MINIMUM

MOUNTING

MEZZANINE

METAL JAMB

METAL STUD

MISC

MTG

MIN

MH

MEZZ

MJ

MS

TOP AND BOTTOM

THROUGH

TOILET

TOP OF FOOTING

TOP OF SLAB

THREE-WAY

TTHICK

T&B

TOS

THRU

TLT

T/F

T/W

THK

3-W

LAMINATED VENEER LUMBER LVL

SYMBOL DESIGNATIONS

MATERIAL DESIGNATIONS

GENERAL NOTES

equipment, systems, standards and workmanship for the Work, and performance of related services.

The Drawings are the graphic and pictorial portions of the Contract Documents showing thedesign, location and dimensions of the Work. The Specifications, located in the Project Manual,are that portion of the Contract Documents consisting of the written requirements for materials,

what is required by one shall be as binding as if required by all.

completion of the Work.

approved Shop Drawings, Product Data, Samples and similar required submittals. These shall be

Specifications, Addenda, Change Orders and other Modifications, in good order and marked

construction. If they differ from those shown on the drawings, the contractor shall notify the

shown hereon or not and to protect them from damage. The contractor shall bear all expense

available to the Architect and shall be delivered to the Architect for submittal to the Owner upon

in progress and until the job is completed.

currently to record field changes and selections made during construction, and one record copy of

The Contractor shall maintain at the site for the Owner one record copy of the Drawings,

architect so that modifications can be made before proceeding with the work.

The contractor shall be responsible for the complete security of the work area while the job is

Existing elevations and locations to be joined shall be verified by the contractor before

of repair or replacement of utilities or other property damaged by operations in conjunction

It shall be the responsibility of the contractor to locate all existing utilities whether

Conditions of the Contract for Construction. The Contract Documents are complementary, andThese Drawings form a part of the Contract Documents as defined in Article 1 of the General

with the execution of the work.

6.

5.

4.

3.

2.

1.

See Project Manual for other information

HEAVY GAUGESHEET METAL

FINISHED WOOD

ALUMINUM

BRICK

ROUGH WOOD

PLYWOOD

STEEL

BATT INSULATION

SAND

EARTH - EXISTING

CONCRETE

EARTH - NEW

CMU

CRUSHEDSTONE

HEAVY GAUGESHEET METAL

DESIGN TEAM

2019-0426A

3 April 2020

WEST VIRGINIA STATEUNIVERSITY

INSTITUTE, WV

ISSUED FOR BID

INDEX OF DRAWINGSSheet Number Sheet Name

CIVIL

C1 DEMOLITION PLAN

C2 LAYOUT & UTILITY PLAN

C3 GRADING PLAN

C4 DETAILS

C5 CONSTRUCTION PLAN ALTERNATE #1

ARCHITECTURAL

AD-1.0 ARCH. DEMOLITION FLOOR PLAN AND NOTES

3 April 2020ALTERNATE #1LOCATION

PROJECT SITE

PROJECT LOCATION

VICINITY LOCATION MAP

NTS

CAMPUS LOCATION MAP

NTS

BUILDING - A DEMOLITION

AND INFRASTRUCTURE PACKAGE

3' DEPTH

3' DEPTH

MONITORINGWELL

UTRISERTRANSFORMERGENERATOR

SINKHOLE

5" STEELFLAGPOLE

4' DEPTH

DROP INLETRIM = 594.43'

DROP INLET (INACCESSIBLE)RIM = 594.68'INV. = 574.68'


INV. IN 10" RCP=592.29'INV. OUT 12" RCP = 592.21'

12" RCP


INV. IN 6" VCP=592.76'INV. IN 12" VCP=592.82

INV. OUT 12" RCP = 592.68'DROP INLETRIM = 595.28'

8" VCP INV. IN= 592.99'8" VCP INV. IN= 592.97'

DROP INLETRIM = 594.64'INV. IN 8" STEEL = 591.97'INV. OUT 8" STEEL = 591.94'


INV. IN 6" VCP = 591.61'INV. OUT 6" VCP = 591.39'

DROP INLETRIM = 594.26'INV. IN 6" VCP = 591.12'INV. IN 8" VCP = 590.01'OUT 10" VCP = 589.99'

10" VCP

8" VCP

6" V

CP

DROP INLETRIM = 595.60'INV. IN 6" VCP = 592.34'INV. OUT 6" VCP = 592.34'

6" VCP

INV.=586.04'

6" V

CP

12" VC

P IN

V. = 586.01'

4" PVC INV. =592.89'

CONCRETE SIDEWALK

ASPHALT

ASPHALT

DROP INLETRIM = 594.70'INV. = 593.20'(SILTED IN- NOT FUNCTIONING)

10" VCP

6" VC

P

INV.

= 5

86.0

4'

18" VCP

18" VC

P

24" VCP6" VC

P IN

V.=586.48'

ASPHALT

ASPHALT

ASPHALT

3.5' DEPTH

CU

RB

F. RAY POWERS BUILDING

CO

NC

RE

TE S

IDE

WA

LK

4" CO INV.=593.08'6" VCP INV.=592.48'

6" VCP D.A.T.R.

12" VCP INV. = 592.94'8" VC

P

ASPHALT CUT (TYPICAL)

12" V

CP

FM VALVE

UG ELEC.STUBS (2)

SINK HOLE


DROP INLETRIM = 594.99'INV. IN 18" RCP = 585.75'

DROP INLETRIM = 594.99'INV. IN 18" RCP =585.50'INV. OUT 18" RCP = 590.44'

18" RCP

18" R

CP

8" V

CP

12" C

MP



12" CM

P


INV. 8" VCP = 590.25'INV. IN 12" VCP = 588.72'INV. IN 10" VCP = 590.24'

INV. OUT 12" VCP = 589.88'

8" VCP

DROP INLETRIM = 594.22'INV. IN 24" VCP = 576.69'INV. IN 24" VCP = 578.11'INV. IN 72" RCP = 569.50'INV. OUT 72" RCP = 569.46'

24" V

CP

72" RCP

72" RCP

24" VCP


INV. IN 8" VCP = 578.81'

8" V

CP

8" V

CP

8" VCP

8" VCP

DROP INLETRIM = 595.30'INV. OUT 8" VCP = 592.51'


DROP INLETRIM = 595.55'(PAVED OVER)

10" VCP INV. =588.25'

INV. IN 10" VCP = 588.07'

12" VCPDROP INLETRIM = 595.51'

18" VCP INV. IN = 581.27'18" VCP INV. IN = 581.19'

24" VCP INV. OUT =580.77'

CONTROL POINT 1N: 502969.58

E: 1747932.05EL: 595.75'

CONTROL POINT 502N: 503251.74E: 1747488.47EL: 595.67'

6" VCP

8" D.A.T.R.

DROP INLETD.A.T.R.

D.A

.T.R

.

DROP INLETRIM = 594.67'INV IN 8" VCP = 593.01'INV OUT 8" VCP = 593.08'


INV. IN 593.84'INV. OUT = 593.74'

D.A.T

.R.

BUILDING - CBUILDING - A



12" VCP INV. OUT = 590.13'

TILE

ASPHALT

6" D.A.T.R. 8" D.A.T.R.

SEWER MANHOLERIM = 595.92'INV. IN 10" VCP = 589.75'INV. OUT 10" VCP = 588.04'

8" D.A.T.R.

10" VCP

DROP INLETRIM = 594.82'8" VCP INV. OUT = 593.72'

12" V

CP 12" VCP

8" VCPDROP INLETRIM = 594.57'8" VCP INV. OUT = 591.52'

3" P

VC

3" PVC

6" S

TEEL

6" S

TEE

L


INV. IN = 593.41'INV. OUT = 592.49'


12" VCP INV. OUT = 592.74'

WATER VALVEVAULT

ASPHALT

ASPHALT

TOE ST596.276350

TOE596.056355

TOE EL595.846356

TOE ST595.756361

TOE595.926362

TOE EL595.716367TOE ST595.666368

TOE596.226373

TOE EL594.576374

ASPHALT

ASPHALT

ASPHALT

ASPHALT

72" RCPDROP INLETRIM = 595.08'(SILTED IN- NOT FUNCTIONING)

STORM MANHOLE RIM = 595.21'INV. IN 4" PVC=592.02'INV. IN 4" VCP=594.46'

INV. IN 6" STEEL = 592.37'INV. OUT 6" STEEL = 592.12'

6" STEEL

4" PV

C

6" S

TEE

L

4" PVC

D.A.T

.R.

AS

PH

ALT

CU

RB

596

597

596

595

596

595

596

595

596

595

596

595

595

596

596

596

596595

595

595

596

595 595

595

595

595

596

596

596595

595

596

CONTROL POINTN: 503164.14E: 1747508.89EL: 595.50'

12" VCPSINKHOLE

D.A

.T.R

.

D.A.T.R.

INV. IN 6" VCP = 591.08'

INV. = 592.08'

D.A.T.R

.

D.A.T.R

.

24" D.A.T.R.

D.A.T.R.

18" D.A.T.R.

596.42

595.85

596.48

596.28

595.66

596.48

595.78

595.20 595.62

596.05

596.26

595.90

595.55

596.14

596.01

595.93

595.80

596.01

596.01596.18

595.24595.25

595.13

595.02

595.68

595.78

594.80

595.18

595.79595.16

595.14

594.88

594.93

596.17

595.86

596.59

596.47

596.09

596.72

597.00

596.20

596.52

596.63

594.76

595.43

595.67

596.23

596.36

594.39

596.98

596.03

594.90

594.70594.94

595.60

595.00595.52

595.33

595.47595.50

595.51

595.41

595.23

595.31

595.13

595.42

595.47 595.62

595.68595.45

595.98

ASPHALT

ASPHALT

GR

AS

SG

RA

SS

GR

AS

SGR

AS

S

GR

AS

S

GRASS

GRASS

AS

PH

ALT

BU

ILD

ING

E

8" VC

P

D.A

.T.R.

SWITCH PANEL

C.O.

SEWER MANHOLES(PAVED OVER)

SEWER MANHOLE(PAVED OVER)





EXIST MH SAN.RIM ELEV.=595.93'INV. IN=586.18'INV. IN=586.04'INV. IN=592.89'INV. IN=586.04'INV. OUT=586.01'

MH-1 SAN.RIM ELEV.=595.88'INV. IN=586.70'INV. IN=586.70'INV. OUT=586.60'N 502841.8942E 1747593.4396

MH-4 SAN.RIM ELEV.=595.63'INV. IN=591.90'INV. OUT=591.80'

MH-2 SAN.RIM ELEV.=595.53'INV. IN=589.14'INV. IN=589.14'INV. IN=589.14'INV. OUT=589.04'

MH-3 SAN.RIM ELEV.=595.28'INV. IN=591.44'INV. IN=591.44'INV. OUT=591.34'

8" P

VC

8" P

VC

8" P

VC

8" PVC8" PVC

8" PVC

8" PVC

8" P

VC 8"

PV

C

SEWER MANHOLERIM = 596.05'INV. IN 10" VCP = 588.92'INV. IN 6" PVC = 589.39'INV. OUT 6" PVC = 588.96'

EXISTING BUILDINGTO REMAIN

2

2

55

5

1

1

4

3

3

3

6 6

6

7

7

7

2

32"EXISTINGCRAWLSPACE

GRATE

GRATE

DUCTBANK

GRATE

HATCH

5

10

3

3

9

9

11

11

EXISTING TREE

LIGHT POLE

SURVEYED TIE LINE

EXISTING WATER OR GAS VALVES

UNDERGROUND FIBER

OVERHEAD CABLE/TELEPHONE

OVERHEAD ELECTRIC/TELEPHONE

UNDERGROUND CABLEUNDERGROUND ELECTRIC / TELEPHONE

STREAM\DITCH

EASEMENT LINE

UNDERGROUND TELEPHONE

UNDERGROUND ELECTRIC

UTILITY POLE

CONCRETE AREA

EXISTING WATER OR GAS METER

OVERHEAD ELECTRIC/CABLE/TELEPHONE

EXISTING STORM SEWER

TELEPHONE OR ELECTRIC RISER

SURVEYED PROPERTY LINE

EXISTING WATER LINE

EXISTING FENCE LINE

OVERHEAD ELECTRIC

BENCH MARK

EXISTING FIRE HYDRANT

EXISTING SANITARY SEWER

FOUND MONUMENTATION

OVERHEAD CABLEOVERHEAD ELECTRIC/CABLE

OVERHEAD TELEPHONE

LEGEND

RIGHT OF WAY

EXISTING GAS LINE

CALCULATED POINT

5/8" REBAR WITH CAP SET

EXISTING BOREHOLE

DOWNSPOUTDS

GUARDRAILSIGNSHRUBS

OTHER PROPERTY LINES

EXISTING BUILDINGEXISTING CANOPY/OVERHANGDRAWN ACCORDING TO RECORDD.A.T.R.

GUY WIRE

TRACT LINE

UTILITY UNKNOWN

ETA PROJECT #:

DATE:

2019-0426A

SHEET REVISIONS

# DATE DESCRIPTION

© 2014 Edward Tucker Architects, Inc.

INSTITUTE, WV

20 MAR 2020

WESTVIRGINIA

STATEUNIVERSITY

HIGH TUNNELGREENHOUSE

PROJECT

Engineering · Surveying · Land PlanningTesting & Inspection

(304) 755-8291 www.terradon.com

C1DEMOLITION

PLAN



MUWVMISS UTILITY OF WEST VIRGINIA, INC.

DRILL OR BLAST!CALL BEFORE YOU DIG,

WEST VIRGINIA LAW REQUIRES 48

1-800-245-4848MISS UTILITY OF WEST VIRGINIA, INC.

HOURS NOTICE FOR CONSTRUCTION PHASE AND 10 DAYS IN DESIGN STAGE

1 800 245 4848

NORTH

AutoCAD SHX Text

D

AutoCAD SHX Text

H

AutoCAD SHX Text

Y

AutoCAD SHX Text

D

AutoCAD SHX Text

D

AutoCAD SHX Text

D

AutoCAD SHX Text

D

AutoCAD SHX Text

D

AutoCAD SHX Text

H

AutoCAD SHX Text

Y

AutoCAD SHX Text

D

AutoCAD SHX Text

MONITORING WELL

AutoCAD SHX Text

S

AutoCAD SHX Text

D

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

H

AutoCAD SHX Text

Y

AutoCAD SHX Text

D

AutoCAD SHX Text

D

AutoCAD SHX Text

S

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

60

AutoCAD SHX Text

30

AutoCAD SHX Text

15

AutoCAD SHX Text

0

AutoCAD SHX Text

DEMOLITION NOTES:

AutoCAD SHX Text

1. CONCRETE TO BE REMOVED. CONCRETE TO BE REMOVED. 2. CLEAR AND GRUB, AND REMOVE ALL REMAINING AGGREGATE WITHIN LIMITS CLEAR AND GRUB, AND REMOVE ALL REMAINING AGGREGATE WITHIN LIMITS OF DISTURBANCE. 3. LIMITS OF DISTURBANCE. LIMITS OF DISTURBANCE. 4. WALL TO REMAIN. (SAW CUT AT 6' ABOVE GRADE) AND ATTACH NEW WALL TO REMAIN. (SAW CUT AT 6' ABOVE GRADE) AND ATTACH NEW PRECAST CONCRETE CAP. SEE DETAIL A-C1 5. BUILDING AND CONCRETE SLAB TO BE REMOVED. BUILDING AND CONCRETE SLAB TO BE REMOVED. 6. WHERE CRAWL SPACE EXISTS UNDER BUILDING; DEMO. CONTRACTOR TO WHERE CRAWL SPACE EXISTS UNDER BUILDING; DEMO. CONTRACTOR TO DEMO FOUNDATION WALL 2' BELOW GRADE. IF CONCRETE FLOOR SLAB EXISTS IN CRAWL SPACE PERFORATE 4' ON CENTER EACH WAY, BACKFILL CRAWL SPACE VOID WITH CLEAN SOIL MATERIAL, PLACED AS STRUCTURAL FILL. SEE DETAIL B-C1 7. SEE SHEET C5 FOR ARCHITECTURAL SHORING AND BRACING OF WALL AND ROOF TO REMAIN. 8. EXISTING BUILDING LOCATION SHALL BE RESTORED USING FILL MATERIAL. EXISTING BUILDING LOCATION SHALL BE RESTORED USING FILL MATERIAL. 9. REMOVE DRAIN LINES AND PLUG OPENING IN BOX. REMOVE DRAIN LINES AND PLUG OPENING IN BOX. 10. UNDERGROUND ELECTRIC LINE TO BE REMOVED. UNDERGROUND ELECTRIC LINE TO BE REMOVED. 11. REMOVE GRATEREMOVE GRATE

AutoCAD SHX Text

GENERAL NOTES:

AutoCAD SHX Text

A. SURVEY PREPARED BY TERRADON CORPORATION, P.O. BOX 519 NITRO, W.V. 25143 SURVEY PREPARED BY TERRADON CORPORATION, P.O. BOX 519 NITRO, W.V. 25143 PHONE: 304-755-8291 FAX: 304-755-2636 B. ALL DISTURBED AREAS OF THE SITE ARE TO BE PERMANENTLY SEEDED BY ALL DISTURBED AREAS OF THE SITE ARE TO BE PERMANENTLY SEEDED BY CONTRACTOR. C. RELOCATION/ABANDONMENT OF EXISTING UTILITIES ENCOUNTERED DURING RELOCATION/ABANDONMENT OF EXISTING UTILITIES ENCOUNTERED DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR. D. CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED PERMITS AND ASSOCIATED FEES AS CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED PERMITS AND ASSOCIATED FEES AS NECESSARY FOR COMPLETION OF THIS PROJECT PRIOR TO STARTING CONSTRUCTION. E. UTILITIES SERVING BUILDINGS TO BE DEMOLISHED SHALL BE DISCONNECTED PRIOR TO UTILITIES SERVING BUILDINGS TO BE DEMOLISHED SHALL BE DISCONNECTED PRIOR TO THE START OF DEMOLITION. COORDINATE WITH LOCAL UTILITY COMPANIES FOR DISCONNECTION. UTILITIES SOLELY SERVING DEMOLISHED BUILDINGS SHALL BE REMOVED. F. HAZARDOUS MATERIALS WILL BE REMOVED BY OWNER PRIOR TO THE START OF HAZARDOUS MATERIALS WILL BE REMOVED BY OWNER PRIOR TO THE START OF DEMOLITION. DOCUMENTATION REGARDING MATERIALS REMOVED AND REMEDIATED AS WELL AS NECESSARY PAPERWORK PERTAINING TO THE LANDFILL USED, MAY BE OBTAINED FROM THE OWNER. G. SITES SHALL BE DEMOLISHED IN THEIR ENTIRETY. ANY ITEMS NOT SHOWN ON SITES SHALL BE DEMOLISHED IN THEIR ENTIRETY. ANY ITEMS NOT SHOWN ON MAPPING AND DRAWINGS SHALL BE INCLUDED IN CONTRACTORS LUMP SUM BID. H. CONTRACTORS ARE RESPONSIBLE FOR THEIR OWN QUANTITY TAKE OFFS FOR BACKFILL CONTRACTORS ARE RESPONSIBLE FOR THEIR OWN QUANTITY TAKE OFFS FOR BACKFILL OF BASEMENTS AND SOIL NEEDED TO ACHIEVE FINAL GRADES. I. NEW CONCRETE SHALL BE 4500 PSI PORTLAND CEMENT CONCRETE WITH 1" DEEP NEW CONCRETE SHALL BE 4500 PSI PORTLAND CEMENT CONCRETE WITH 1" DEEP (1/8" RADII) GROOVE JOINTS (C.J.) AND 1/2" EXPANSION JOINTS ( ) AT INTERVALS INDICATED ON THE PLAN AND ABUTTING ALL RIGID STRUCTURES. EXPANSION JOINT SPACING SHALL NOT EXCEED 30'-0".

AutoCAD SHX Text

A

AutoCAD SHX Text

C1

AutoCAD SHX Text

B

AutoCAD SHX Text

C1

AutoCAD SHX Text

CRAWL SPACE STRUCTURAL BACKFILL DETAIL

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

(BASEMENT BACKFILL.DWG)

AutoCAD SHX Text

FOUNDATION WALLS TO BE REMOVED 2 FEET BELOW EXISTING GRADE IN YARD AREAS

AutoCAD SHX Text

BASEMENT CRAWL SPACE FLOORS, WHEN EXISTING, TO ALLOW DRAINAGE. 1 SQ. FT. OPEN HOLES AT EVERY 100 SQ. FT.

AutoCAD SHX Text

STRUCTURAL BACKFILL

AutoCAD SHX Text

SUB GRADE

AutoCAD SHX Text

FINISH GRADE

AutoCAD SHX Text

CONCRETE PRECAST CAP WITH 1" OVERHANG ON ALL SIDES. DOWEL AND MORTAR TO WALL GROUT CENTER AND PERPENDICULAR JOINTS

AutoCAD SHX Text

ORNAMENTAL WALL CAP DETAIL

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

(ORNAMENTAL WALL DETAIL.DWG)

AutoCAD SHX Text

REMOVE PORTION OF WALL ABOVE 6 FEET

AutoCAD SHX Text

SALVAGE STONE FOR VENEER IN AREAS OF WALL CONTACT AND TO REPAIR VENEER DAMAGED FROM DEMO.

3' DEPTH

3' DEPTH


SINKHOLE

5" STEELFLAGPOLE

4' DEPTH

DROP INLET (INACCESSIBLE)RIM = 594.68'INV. = 574.68'


INV. IN 10" RCP=592.29'INV. OUT 12" RCP = 592.21'

12" RCP


INV. IN 6" VCP=592.76'INV. IN 12" VCP=592.82

INV. OUT 12" RCP = 592.68'DROP INLETRIM = 595.28'

8" VCP INV. IN= 592.99'8" VCP INV. IN= 592.97'

DROP INLETRIM = 594.64'INV. IN 8" STEEL = 591.97'INV. OUT 8" STEEL = 591.94'



DROP INLETRIM = 594.26'INV. IN 6" VCP = 591.12'INV. IN 8" VCP = 590.01'OUT 10" VCP = 589.99'

10" VCP

8" VCP

6" V

CP

6" VCP

CONCRETE SIDEWALK

ASPHALT

ASPHALT

DROP INLETRIM = 594.70'INV. = 593.20'(SILTED IN- NOT FUNCTIONING)

18" VCP

18" VC

P

24" VCP

ASPHALT

ASPHALT

ASPHALT

3.5' DEPTH

CU

RB


12" VCP INV. = 592.94'8" VC

P


12" V

CP

SINK HOLE




INV. 8" VCP = 590.25'INV. IN 12" VCP = 588.72'INV. IN 10" VCP = 590.24'

INV. OUT 12" VCP = 589.88'


INV. IN 8" VCP = 578.81'

8" VCP

8" VCP



INV. IN 10" VCP = 588.07'



24" VCP INV. OUT =580.77'

6" VCP

8" D.A.T.R.

DROP INLETD.A.T.R.

D.A

.T.R

.


INV. IN 593.84'INV. OUT = 593.74'

BUILDING - C



12" VCP INV. OUT = 590.13'

TILE

ASPHALT

DROP INLETRIM = 594.82'8" VCP INV. OUT = 593.72'

12" V

CP 12" VCP

8" VCPDROP INLETRIM = 594.57'8" VCP INV. OUT = 591.52'

6" S

TEEL

6" S

TEE

L


INV. IN = 593.41'INV. OUT = 592.49'


12" VCP INV. OUT = 592.74'

WATER VALVEVAULT

ASPHALT

ASPHALT

ASPHALT

72" RCPDROP INLETRIM = 595.08'(SILTED IN- NOT FUNCTIONING)

STORM MANHOLE RIM = 595.21'INV. IN 4" PVC=592.02'INV. IN 4" VCP=594.46'

INV. IN 6" STEEL = 592.37'INV. OUT 6" STEEL = 592.12'

6" STEEL

4" PV

C

6" S

TEE

L

4" PVC

D.A.T

.R.

AS

PH

ALT

CU

RB

596

595

596

596

595

596

595596595

595

595

596

595 595

595

595

596

596

596595

595

596


SINKHOLE INV. IN 6" VCP = 591.08'

D.A.T.R

.24" D.A.T.R.

D.A.T.R.

18" D.A.T.R.

596.48

596.28

595.66

596.48

595.78

595.20 595.62

596.05

596.26

595.90

595.55

596.01

596.18

595.24595.25

595.13

595.18

595.79595.16

595.14

596.17

595.86

596.09

596.20

596.03

594.90

594.70

595.33

595.47595.50

595.51

595.41

595.23

595.42

595.47 595.62

595.68595.45

595.98

ASPHALT

GR

AS

SGR

AS

S

BU

ILD

ING

E

8" VC

P






8" P

VC

8" P

VC

8" P

VC

8" PVC8" PVC

8" PVC

8" PVC

8" P

VC 8"

PV

C

WALK

1010595.72

WALK

1008595.27

WALK

1009595.54

WALK

1011595.91

DROP INLET STM.INLET ELEV.=594.82'INV. IN=591.32'INV. OUT=590.82'N 502876.6414E 1747480.0010

19 LF. 12" HDPESTORM @ 2.79%

107 LF. 18" HDPESTORM @ 0.94%

N: 502984.48E: 1747543.06

N: 503007.79E: 1747543.95

PLASTIC 1,500 GALLONUNDERGROUND CISTERN(SEE DETAIL K, SHEET C4)

RIM=595.80INV OUT=591.35

4" PVC COLLECTOR PIPEFOR RAINWATER COLLECTION0.5% MIN.

30'5" X 90'1"FUTURE

GREENHOUSE#2

ALTERNATE #28-DUCT BANK

FUTURE PHASEDUCT BANK

30'5" X 90'1"FUTURE

GREENHOUSE#3

30'5" X 90'1"FUTURE

GREENHOUSE#4

30'5" X 90'1"FUTURE

GREENHOUSE#6

30'5" X 90'1"FUTURE

GREENHOUSE#5

INSTALL NEW CHAIN LINKFENCE IN VOIDCREATED FROM DEMO,MATCH EXISTING(SEE DETAIL F, C5)

FLOOR DRAINRIM=595.68INV OUT=593.68(SEE DETAIL F, C5)

FLOOR DRAINRIM=595.80

INV EL=593.38FLOOR DRAIN

RIM=595.68INV EL=593.08

CAPPED 8" PVC STORMPIPE FOR FUTURECONNECTION TOGREEHOUSE #2

18" INV IN =589.82'

4" PERF. PVC UNDER DRAIN MIN 0.5%

30'5" x 90'1"GREENHOUSE

#1FFE 595.90

6" PVC STORM

8" PVC DRAIN PIPE

INV OUT @ BLDG. C.O.=592.93YARD DRAINRIM=595.50

YARD DRAINRIM=595.50

4-DUCT BANK

FUTURE DUCT BANKTO CONNECT TOEXISTING VAULT

ON BARRON DRIVE


ELECTRICUTILITYVAULT

2" PE GAS

6" C900 WATER LINE

COMMUNICATIONUTILITY VAULT

8-DUCT BANK


6" WATER VALVE

EXTEND ELECTRIC 3' BEYOND CONCRETE WALK AND CAP

EXTEND COMMUNICATION 3' BEYOND CONCRETE WALK AND CAP

FUTURE GREENHOUSE CORRIDOR SIDEWALK

EXTEND GAS 3' BEYOND CONCRETE WALK AND CAPEXTEND WATER 3' BEYOND CONCRETE WALK AND CAP

FOR UTILITIES WITHIN THEBUILDING SEE

ARCHITECTURAL PLANS

QUAZITE13"x24" PD STYLE

UL RATED BOXOR EQUIVALENT

STUB UTILITIESTHROUGH CONCRETE

FLOOR (TYP.)

YARD HYDRANTSEE DETAIL A, SHEET C3

4" PERF. PVC UNDER DRAINMIN. 0.5%

1" PE GAS LINE1" TYPE K COPPER WATER LINE

34" TYPE K COPPER WATER LINE

DOGHOUSE MANHOLERIM=595.50

INV IN=587.98INV OUT=587.88

YARD DRAINRIM=595.50

3/4" PE GAS LINE

2

2

3

3

3

4

4

4

5

5

5

6

10'-8"

10'

4-DUCT BANK

GAS VALVE

GAS LINE CONNECTIONPRIOR TO ENTERINGBUILDING

GAS VALVE

WATER LINE CONNECTIONIN CRAWL SPACE OF BUILDING

6" PVC SANITARY LINE

4" PVC COLLECTOR PIPEFOR RAINWATER COLLECTION

0.5% MIN.

2" PVC STUB THROUGHCONCRETE FOR FUTURE SINK

34" WATER VALVE 3/4" GAS VALVE

3

3

3

3

N: 502921.58E: 1747471.76

N: 503031.61E: 1747703.17

N: 502848.91E: 1747598.00

N: 503065.95E: 1747643.52

8'8'

8'

30'-712"

NOTE:CONTRACTOR TO CONFIRM PADSIZE WITH ARCHITECT AND WVSUPRIOR TO CONSTRUCTION.

N: 502883.25E: 1747538.35

TERMINATE DUCT BANK 1'FROM BUILDING FACE

SALVAGED DECORATIVEWALL TO REMAIN(SEE DETAIL A, C1)

ETA PROJECT #:

DATE:

2019-0426A

SHEET REVISIONS

# DATE DESCRIPTION


INSTITUTE, WV

20 MAR 2020

WESTVIRGINIA

STATEUNIVERSITY


PROJECT



C2LAYOUT &

UTILITY PLAN

NORTH

AutoCAD SHX Text

D

AutoCAD SHX Text

H

AutoCAD SHX Text

Y

AutoCAD SHX Text

D

AutoCAD SHX Text

D

AutoCAD SHX Text

H

AutoCAD SHX Text

Y

AutoCAD SHX Text

D

AutoCAD SHX Text

MONITORING WELL

AutoCAD SHX Text

D

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

60

AutoCAD SHX Text

30

AutoCAD SHX Text

15

AutoCAD SHX Text

0

AutoCAD SHX Text

GENERAL NOTES:

AutoCAD SHX Text


AutoCAD SHX Text

UTILITY NOTES:

AutoCAD SHX Text

A. RELOCATION/ABANDONMENT OF EXISTING UTILITIES ENCOUNTERED DURING RELOCATION/ABANDONMENT OF EXISTING UTILITIES ENCOUNTERED DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR AND ALL COSTS ASSOCIATED SHALL BE PAID FOR BY THE CONTRACTOR. B. ALL WORK WITHIN THE RIGHT-OF-WAY OF ALL ROADS AND HIGHWAYS ALL WORK WITHIN THE RIGHT-OF-WAY OF ALL ROADS AND HIGHWAYS SHALL BE IN ACCORDANCE WITH THE STANDARDS AND JANUARY 1, 2010 ISSUE OF STANDARD SPECIFICATIONS AND STANDARD DETAILS, AND THE JANUARY 1, 2014 ISSUE OF THE SUPPLEMENTAL SPECIFICATIONS OF THE WV DEPARTMENT OF TRANSPORTATION. CONTRACTOR SHALL VERIFY AND COMPLY WITH NECESSARY DRIVEWAY AND ENCROACHMENT PERMITS PRIOR TO CONSTRUCTION. C. ALL FLOOR DRAINS TO BE PROFLO PF42845 OR EQUIVALENT.ALL FLOOR DRAINS TO BE PROFLO PF42845 OR EQUIVALENT.

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

TYPICAL TRENCH & PAVEMENT REPAIR DETAIL

AutoCAD SHX Text

(TRENCH PVMT REPAIR-.DWG)

AutoCAD SHX Text

12"

AutoCAD SHX Text

6" STONE

AutoCAD SHX Text

2" HOT LAID BITUMINOUS WEARING COURSE ON 10" CONCRETE BASE WHERE APPLICABLE

AutoCAD SHX Text

CONCRETE PAVEMENT

AutoCAD SHX Text

EXISTING PAVEMENT

AutoCAD SHX Text

ENGINEERED STRUCTURAL MESH TYPE C-12X12 D5.0 X D5.0 3" FROM BOTTOM OF CONCRETE

AutoCAD SHX Text

COMPACTED BACKFILL

AutoCAD SHX Text

4 PIPE OR 8 PIPE DUCT BANK

AutoCAD SHX Text

4" CLASS 1 AGGREGATE

AutoCAD SHX Text

12" TYP. EA. SIDE

AutoCAD SHX Text

LAWN

AutoCAD SHX Text

6" TOPSOIL WHERE APPLICABLE

AutoCAD SHX Text

CONCRETE DUCT BANK 4-4"

AutoCAD SHX Text

(Concrete Duct Bank Detail.DWG)

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

2"

AutoCAD SHX Text

CONCRETE DUCT BANK

AutoCAD SHX Text

4" O TYP EB PVC CONDUIT

AutoCAD SHX Text

REINFORCING BARS (REBAR)

AutoCAD SHX Text

2"

AutoCAD SHX Text

12"

AutoCAD SHX Text

36"

AutoCAD SHX Text

4"

AutoCAD SHX Text

4"

AutoCAD SHX Text

4"

AutoCAD SHX Text

4"

AutoCAD SHX Text

4"

AutoCAD SHX Text

NOTES: 1. CONCRETE 3000 PSI AT 28 DAYS. 2. USE 1/2" REINFORCING BARS WHEN INSTALLED ON DISTURBED EARTH, CONTINUE INTO MANHOLE. 3. BUNDLE CONDUITS WITH PLASTIC HANGERS WITH 5' MAX. SPACING. 4. HIGH EARLY STRENGTH CONCRETE, MUST REACH 2,400 PSI PRIOR TO BACKFILL COMPACTION. 5. PROVIDE PULL STRING IN EACH CONDUIT.

AutoCAD SHX Text

COMMUNICATIONS OR ELECTRIC

AutoCAD SHX Text

4"

AutoCAD SHX Text

2"

AutoCAD SHX Text

CONCRETE DUCT BANK 8-4"

AutoCAD SHX Text

(Concrete Duct Bank Detail.DWG)

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

CONCRETE DUCT BANK

AutoCAD SHX Text

4" O TYPE EB PVC CONDUIT

AutoCAD SHX Text

REINFORCING BARS (REBAR)

AutoCAD SHX Text

NOTES: 1. CONCRETE 3000 PSI AT 28 DAYS. 2. USE 1/2" REINFORCING BARS WHEN INSTALLED ON DISTURBED EARTH, CONTINUE INTO MANHOLE. 3. BUNDLE CONDUITS WITH PLASTIC HANGERS WITH 5' MAX. SPACING. 4. HIGH EARLY STRENGTH CONCRETE, MUST REACH 2,400 PSI PRIOR TO BACKFILL COMPACTION. 5. PROVIDE PULL STRING IN EACH CONDUIT.

AutoCAD SHX Text

4"

AutoCAD SHX Text

4"

AutoCAD SHX Text

3"

AutoCAD SHX Text

2"

AutoCAD SHX Text

4"

AutoCAD SHX Text

19"

AutoCAD SHX Text

36"

AutoCAD SHX Text

4"

AutoCAD SHX Text

COMMUNICATIONS

AutoCAD SHX Text

ELECTRIC

AutoCAD SHX Text

CONCRETE ENCASEMENT

AutoCAD SHX Text

B

AutoCAD SHX Text

C2

AutoCAD SHX Text

C

AutoCAD SHX Text

C2

AutoCAD SHX Text

D

AutoCAD SHX Text

C2

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

UTILITY VAULT

AutoCAD SHX Text

(UTILITY)

AutoCAD SHX Text

64"

AutoCAD SHX Text

64"

AutoCAD SHX Text

76"

AutoCAD SHX Text

%%UDIMENSIONS

AutoCAD SHX Text

%%ULENGTH

AutoCAD SHX Text

%%UWIDTH

AutoCAD SHX Text

%%UHEIGHT

AutoCAD SHX Text

INSIDE

AutoCAD SHX Text

OUTSIDE

AutoCAD SHX Text

48

AutoCAD SHX Text

64

AutoCAD SHX Text

48

AutoCAD SHX Text

64

AutoCAD SHX Text

48

AutoCAD SHX Text

64

AutoCAD SHX Text

IN.

AutoCAD SHX Text

IN.

AutoCAD SHX Text

IN.

AutoCAD SHX Text

36" MIN.

AutoCAD SHX Text

%%UDIMENSIONS

AutoCAD SHX Text

%%ULENGTH

AutoCAD SHX Text

%%UWIDTH

AutoCAD SHX Text

%%UHEIGHT

AutoCAD SHX Text

INSIDE

AutoCAD SHX Text

OUTSIDE

AutoCAD SHX Text

72

AutoCAD SHX Text

88

AutoCAD SHX Text

72

AutoCAD SHX Text

88

AutoCAD SHX Text

72

AutoCAD SHX Text

88

AutoCAD SHX Text

IN.

AutoCAD SHX Text

IN.

AutoCAD SHX Text

IN.

AutoCAD SHX Text

ELECTRICAL

AutoCAD SHX Text

UTILITY VAULT

AutoCAD SHX Text

COMMUNICATIONS

AutoCAD SHX Text

UTILITY VAULT

AutoCAD SHX Text

NOTE: KNOCKOUT PANELS SHALL BE PROVIDED ON VAULT KNOCKOUT PANELS SHALL BE PROVIDED ON VAULT FACES NOT USED FOR CONDUIT CONNECTIONS.

AutoCAD SHX Text

88"

AutoCAD SHX Text

88"

AutoCAD SHX Text

76"

AutoCAD SHX Text

36" MIN.

AutoCAD SHX Text

COMPACTION NOTE:

AutoCAD SHX Text

SOIL TO BE COMPACTED TO THE FOLLOWING STANDARDS: 98% DENSITY 3%± MOISTURE CONTENT2" PARTICLE SIZE 8" LIFTS

AutoCAD SHX Text

1. LAYOUT CONTROL POINT. LAYOUT CONTROL POINT. 2. LIMITS OF CONSTRUCTION. LIMITS OF CONSTRUCTION. 3. LIMITS OF CONSTRUCTION / DISTURBANCE. LIMITS OF CONSTRUCTION / DISTURBANCE. 4. RESPREAD TOPSOIL MINIMUM 6" DEPTH OR MORE ON ALL RESPREAD TOPSOIL MINIMUM 6" DEPTH OR MORE ON ALL LAWN AREAS. 5. PERMANENT LAWN SEEDING. PERMANENT LAWN SEEDING. 6. CONCRETE PAD (SEE DETAIL A, SHT C5)CONCRETE PAD (SEE DETAIL A, SHT C5)

AutoCAD SHX Text

LAYOUT NOTES:

AutoCAD SHX Text

ALTERNATE #3

AutoCAD SHX Text

A

AutoCAD SHX Text

C2

AutoCAD SHX Text

NOTE: ALTERNATE #3 IS TO INCLUDE THE FOLLOWING: 1. CONCRETE CORRIDOR SIDEWALK CONCRETE CORRIDOR SIDEWALK 2. GREENHOUSE PAD #1 GREENHOUSE PAD #1 3. UTILITY EXTENSIONS UNDER CORRIDOR UTILITY EXTENSIONS UNDER CORRIDOR 4. UTILITY STUB UPS AT GREENHOUSE USE UTILITY STUB UPS AT GREENHOUSE USE 5. SANITARY LINE UNDER GREENHOUSE PAD SANITARY LINE UNDER GREENHOUSE PAD 6. UNDERDRAINS AROUND PADUNDERDRAINS AROUND PAD

AutoCAD SHX Text

ALTERNATE #2

AutoCAD SHX Text

NOTE: ALTERNATE #2 IS TO INCLUDE THE FOLLOWING: 1. DUCT BANK TO BUILDING EDUCT BANK TO BUILDING E

AutoCAD SHX Text

ALTERNATE #1

AutoCAD SHX Text

NOTE: ALTERNATE #1 IS TO INCLUDE THE FOLLOWING: 1. SOUTH SITE SHOWN ON SHEET C5SOUTH SITE SHOWN ON SHEET C5

AutoCAD SHX Text

BASE PROJECT

AutoCAD SHX Text

NOTE: BASE BID IS TO INCLUDE THE FOLLOWING: 1. DEMOLITION OF EXISTING BUILDING DEMOLITION OF EXISTING BUILDING 2. DEMOLITION OF UTILITIES DEMOLITION OF UTILITIES 3. UTILITIES TO SUPPLY THE REMAINING PORTION OF UTILITIES TO SUPPLY THE REMAINING PORTION OF BUILDING 4. CHAIN LINK FENCECHAIN LINK FENCE

WALK

1010595.72

3' DEPTH

3' DEPTH

MONITORINGWELL


SINKHOLE

5" STEELFLAGPOLE

4' DEPTH

CONCRETE SIDEWALK

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

3.5' DEPTH

CU

RB



SINK HOLE

CONTROL POINT 1

CONTROL POINT 502N: 503251.74E: 1747488.47EL: 595.67'

BUILDING - C

TILE

ASPHALT

WATER VALVEVAULT

ASPHALT

ASPHALT

ASPHALT

AS

PH

ALT

CU

RB

597

596

595

596

596

595

596

595

596

595

595

596595

595

595

596

595 595

595

595

595

596

596

596595

595

596

596

596

596


SINKHOLE

596

596.00

596.47

595.85

596.48

596.28

595.66

596.48

595.78

595.20 595.62

596.05

596.26

595.90

595.55

596.14

596.01

596.18

595.24595.25

595.13

595.02

594.80

595.18

595.79595.16

595.14

594.88

594.93

596.17

595.86

596.59

596.26

596.47

596.54

596.09

596.72

597.00

596.20

596.52

596.63

596.50

596.63

596.98

596.03

594.90

594.70

595.00595.52

595.33

595.47595.50

595.51

595.41

595.23

595.31

595.13

595.42

595.47 595.62

595.68595.45

595.98

ASPHALT

ASPHALT

GR

AS

SG

RA

SS

GR

AS

SGR

AS

S

GRASS

GRASS

BU

ILD

ING

E






X

1000595.86

X

1001595.94

X

1002596.10

X

1003595.95 X

1004595.78

X

1005595.99

X

1006595.40

X

1007596.21

WALK

1008595.27

WALK

1009595.54

WALK

1011595.91

DROP INLET STM.INLET ELEV.=594.82'N 502873.2610E 1747485.4546

FFE 595.90

596.00 Slab

595.67 FG

596.00 Slab

595.67 FG

596.00 Slab

595.67 FG

596.00 Slab

595.67 FG

595.80

595.80

595.80

595.83

595.98

FFE 596.00

596.00596.00

596.00

595.83

595.83

595.83

595.83

596.00

596.00

595.50595.50

595.50596.17

595.83595.83

596.00

590.71

595.37

C.O. 595.83

595.83596.00

596.00596.00

595.83

595.83596.00596.17

595.83

595.83595.83

596.00

595.83595.83

596.00

595.83

595.50

M.H.

WE

ST

VIR

GIN

IA S

TATE

PLA

NE

CO

OR

DIN

ATE

SY

STE

MO

F 19

83, W

.V. S

OU

TH Z

ON

E

ETA PROJECT #:

DATE:

2019-0426A

SHEET REVISIONS

# DATE DESCRIPTION


INSTITUTE, WV

20 MAR 2020

WESTVIRGINIA

STATEUNIVERSITY


PROJECT



C3GRADING PLAN

NORTH

AutoCAD SHX Text

H

AutoCAD SHX Text

Y

AutoCAD SHX Text

D

AutoCAD SHX Text

H

AutoCAD SHX Text

Y

AutoCAD SHX Text

D

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

20

AutoCAD SHX Text

30

AutoCAD SHX Text

15

AutoCAD SHX Text

0

AutoCAD SHX Text

GENERAL NOTES:

AutoCAD SHX Text


AutoCAD SHX Text

GRADING NOTES:

AutoCAD SHX Text

1. THE ENTIRE SITE WITHIN THE LIMITS OF CONSTRUCTION SHALL BE GRADED THE ENTIRE SITE WITHIN THE LIMITS OF CONSTRUCTION SHALL BE GRADED TO DRAIN FREELY. 2. CONTRACTOR MUST COORDINATE ALL DRAINAGE STRUCTURE GRATES AND CONTRACTOR MUST COORDINATE ALL DRAINAGE STRUCTURE GRATES AND TOP ELEVATIONS SHOWN WITH ACTUAL FIELD CONDITIONS TO ENSURE THAT GRATES AND TOPS ARE FLUSH WITH FINISHED GRADE. 3. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES (INCLUDING SANITARY, CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES (INCLUDING SANITARY, STORM DRAINAGE, AND WATER) FROM DAMAGE DURING CONSTRUCTION. ALL DRAINAGE, AND WATER) FROM DAMAGE DURING CONSTRUCTION. ALL UNDERGROUND UTILITIES EXPOSED DURING CONSTRUCTION OR THOSE LEFT WITH LESS THAN ACCEPTABLE MINIMUM EARTH COVER SHALL BE RELOCATED TO A LOWER DEPTH WITH ACCEPTABLE MINIMUM COVER. 4. GRADE SLOPES BETWEEN SPOT ELEVATIONS PROVIDING A CONTINUOUS GRADE SLOPES BETWEEN SPOT ELEVATIONS PROVIDING A CONTINUOUS SMOOTH SURFACE WITHOUT SHARP TRANSITIONS. AVOID ABRUPT SURFACE WITHOUT SHARP TRANSITIONS. AVOID ABRUPT CHANGES IN GRADE, ROUND SURFACES PROVIDING SMOOTH TRANSITIONS. 5. CONTRACTOR TO DIRECT ALL SURFACE DRAINAGE AROUND BUILDINGS TO CONTRACTOR TO DIRECT ALL SURFACE DRAINAGE AROUND BUILDINGS TO NEAREST YARD DRAIN, DRAINAGE SWALE OR UNDERDRAIN. CONTRACTOR TO ADJUST FINAL LOCATIONS AND RIM ELEVATIONS OF YARD INLETS AS REQUIRED TO BEST COLLECT SURFACE FLOW BASED ON FIELD CONDITIONS. COORDINATE ANY MODIFICATIONS WITH OWNER'S REPRESENTATIVE PRIOR TO MAKING ADJUSTMENTS. ALL MODIFICATIONS SHALL BE RECORDED ON AS-BUILT DRAWINGS.

AutoCAD SHX Text

FREEZELESS YARD HYDRANT

AutoCAD SHX Text

SCALE: N.T.S.

AutoCAD SHX Text

36"

AutoCAD SHX Text

GRADE

AutoCAD SHX Text

36"

AutoCAD SHX Text

12" x 12" x 42" PEA GRAVEL

AutoCAD SHX Text

FREEZEPROOF FOOT VALVE WITH

AutoCAD SHX Text

8"

AutoCAD SHX Text

HANDLE WITH LOCK PROVISION

AutoCAD SHX Text

BRASS ELBOW CONNECTOR

AutoCAD SHX Text

1" HDPE SDR11 (200 PSI) TUBING

AutoCAD SHX Text

(YD_HYD.DWG)

AutoCAD SHX Text

WOODFORD MODEL Y2 FREEZELESS YARD HYDRANT

AutoCAD SHX Text

12"x12"x6" CONCRETE COLLAR

AutoCAD SHX Text

A

AutoCAD SHX Text

C3

AutoCAD SHX Text

FOUNDATION NOTES:

AutoCAD SHX Text

1. FOOTINGS AND/OR FOUNDATIONS SHOWN IN THE DRAWINGS ARE FOOTINGS AND/OR FOUNDATIONS SHOWN IN THE DRAWINGS ARE INTENDED AS A GUIDELINE ONLY AND MAY NOT BE CORRECTLY SIZED FOR YOUR BUILDING. 2. SOIL TYPES AND DENSITIES VARY FROM LOCATION TO LOCATION EVEN SOIL TYPES AND DENSITIES VARY FROM LOCATION TO LOCATION EVEN WITHIN YOUR COUNTY. LARGER FOOTINGS MAY BE REQUIRED BASED ON YOUR SPECIFIC SOIL CONDITIONS AND OTHER FACTORS INCLUDING THE SPACING OF YOUR POSTS (4', 5', OR 6' ON CENTER), WIND LOAD, AND SNOW LOAD. 3. ATLAS MANUFACTURING, INC. CAN PROVIDE, UPON YOUR REQUEST, THE ATLAS MANUFACTURING, INC. CAN PROVIDE, UPON YOUR REQUEST, THE BUILDING "REACTIONS" (ENGINEERING CALCULATIONS) TO ASSIST YOU IN DETERMINING YOUR ACTUAL FOUNDATION REQUIREMENTS. 4. IT IS THE RESPONSIBILITY OF THE CUSTOMER TO INSTALL THIS IT IS THE RESPONSIBILITY OF THE CUSTOMER TO INSTALL THIS STRUCTURE ON AN ADEQUATE FOUNDATION DESIGNED TO MEET THE LOCAL BUILDING CODES. THIS INFORMATION CAN BE OBTAINED FROM YOU LOCAL CODE ENFORCEMENT DEPARTMENT.

ETA PROJECT #:

DATE:

2019-0426A

SHEET REVISIONS

# DATE DESCRIPTION


INSTITUTE, WV

20 MAR 2020

WESTVIRGINIA

STATEUNIVERSITY


PROJECT



C4MISC. DETAILS

AutoCAD SHX Text

24' MIN.

AutoCAD SHX Text

PUBLIC STREET

AutoCAD SHX Text

6" MINIMUM THICKNESS

AutoCAD SHX Text

FILTER FABRIC UNDER STONE

AutoCAD SHX Text

PUBLIC STREET

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

GROUND

AutoCAD SHX Text

TEMPORARY CONSTRUCTION ENTRANCE DETAIL

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

(ES-TEMPCONENTR.DWG)

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text

1. A STABILIZED ENTRANCE PAD OF #5 WASHED STONE OR

AutoCAD SHX Text

RAILROAD BALLAST SHALL BE LOCATED WHERE TRAFFIC WILL

AutoCAD SHX Text

LEAVE OR ENTER THE CONSTRUCTION SITE ONTO A PUBLIC

AutoCAD SHX Text

ROAD

AutoCAD SHX Text

2. FILTER FABRIC OR CRUSHER RUN MAY BE USED AS A BASE

AutoCAD SHX Text

COURSE FOR THE CONSTRUCTION ENTRANCE.

AutoCAD SHX Text

3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION

AutoCAD SHX Text

WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT

AutoCAD SHX Text

ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY

AutoCAD SHX Text

REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS

AutoCAD SHX Text

CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY

AutoCAD SHX Text

MEASURES USED TO TRAP SEDIMENT.

AutoCAD SHX Text

4. ANY SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED

AutoCAD SHX Text

ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY.

AutoCAD SHX Text

5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO

AutoCAD SHX Text

REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET.

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

FILTER SOXX INLET PROTECTION

AutoCAD SHX Text

(ES-FILTER-SOXX.DWG)

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

COMPLETELY SURROUND DRAINAGE ACCESS TO AREA DRAIN INLETS WITH 8" FILTER SOXX

AutoCAD SHX Text

8" FILTER SOXX

AutoCAD SHX Text

36" FABRIC BSRF

AutoCAD SHX Text

OR SLICING METHOD

AutoCAD SHX Text

GROUND WITH "J" IN TRENCH

AutoCAD SHX Text

FABRIC TO BE 24" ABOVE

AutoCAD SHX Text

COMPACT BACKFILL

AutoCAD SHX Text

4' LONG WOOD POST (OAK)

AutoCAD SHX Text

SPACED AT 4'-0"

AutoCAD SHX Text

BE PROVIDED AT ALL SPLICE

AutoCAD SHX Text

MINIMUM OVERLAP OF 18" IS TO

AutoCAD SHX Text

Sd1

AutoCAD SHX Text

FRONT ELEVATION

AutoCAD SHX Text

JOINTS

AutoCAD SHX Text

1'-6"

AutoCAD SHX Text

2'-6"

AutoCAD SHX Text

1'-6"

AutoCAD SHX Text

2'-0"

AutoCAD SHX Text

TRENCH

AutoCAD SHX Text

SIDE VIEW

AutoCAD SHX Text

4"

AutoCAD SHX Text

TOE IN AND

AutoCAD SHX Text

4' MAX. O.C.

AutoCAD SHX Text

8"

AutoCAD SHX Text

2'-6"

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

2'-0"

AutoCAD SHX Text

%%UBELTED SILT RETENTION FENCE (BSRF)

AutoCAD SHX Text

10' (TYP)

AutoCAD SHX Text

%%UPOST (OAK)

AutoCAD SHX Text

BONDING

AutoCAD SHX Text

STRIP

AutoCAD SHX Text

(1"x 3/8"x 24")

AutoCAD SHX Text

(1-3/4"x 1-1/4"x 48")

AutoCAD SHX Text

5 STAPLES

AutoCAD SHX Text

OR SLICING METHOD

AutoCAD SHX Text

(1" x 1-1/4")

AutoCAD SHX Text

C

AutoCAD SHX Text

C4

AutoCAD SHX Text

B

AutoCAD SHX Text

C4

AutoCAD SHX Text

A

AutoCAD SHX Text

C4

AutoCAD SHX Text

A

AutoCAD SHX Text

6. JOINTS SHALL BE SEALED WITH APPROVED SEALANTS.

AutoCAD SHX Text

7. MAXIMUM STRUCTURE SIZE SHALL BE LIMITED TO INSIDE CLEAR

AutoCAD SHX Text

STANDARD 1926.704.

AutoCAD SHX Text

4. LIFT HOLES OR PINS SHALL BE IN ACCORDANCE WITH OSHA

AutoCAD SHX Text

15'-0."

AutoCAD SHX Text

WELDED WIRE FABRIC (WWF) SHALL CONFORM TO ASTM A185.

AutoCAD SHX Text

WITH STEPS/LADDER INSTALLED IN ACCORDANCE WITH WVDOH

AutoCAD SHX Text

3. MAXIMUM DEPTH TO TOP OF BOTTOM SLAB SHALL BE LIMITED TO

AutoCAD SHX Text

B

AutoCAD SHX Text

PLAN

AutoCAD SHX Text

8"MIN.

AutoCAD SHX Text

SIDE SECTION A-A

AutoCAD SHX Text

8" MIN.

AutoCAD SHX Text

B

AutoCAD SHX Text

24" MIN.

AutoCAD SHX Text

8"MIN.

AutoCAD SHX Text

24" MIN.

AutoCAD SHX Text

A

AutoCAD SHX Text

8" MIN.

AutoCAD SHX Text

ON A GIVEN SKEW PLUS 2" OR THE OPENING REQUIRED FOR FRAME AND

AutoCAD SHX Text

GRATE WHICHEVER IS GREATER.

AutoCAD SHX Text

DROP INLET OR CURB BOX THAT IS PEDESTRIAN AND BICYCLE SAFE.

AutoCAD SHX Text

10. USE WVDOH HEAVY DUTY TRAFFIC FRAME AND GRATE

AutoCAD SHX Text

SEE PLAN FOR APPLICABLE TYPE AT EACH LOCATION.

AutoCAD SHX Text

GRATE HOOD. SEE WVDOH ROADWAY DESIGN MANUAL.

AutoCAD SHX Text

9. IN CURB AND GUTTER LINES, USE WVDOH STANDARD FRAME AND

AutoCAD SHX Text

FRONT SECTION B-B

AutoCAD SHX Text

2. ALL REINFORCING STEEL SHALL MEET ASTM A615 FOR GRADE 60.

AutoCAD SHX Text

5. PRECAST STRUCTURES OVER 4'-0" IN DEPTH SHALL BE PROVIDED

AutoCAD SHX Text

DRAINAGE STRUCTURE NOTES:

AutoCAD SHX Text

8. MINIMUM STRUCTURE SIZE SHALL BE THE OUTSIDE PIPE DIAMETER

AutoCAD SHX Text

SPACE NEEDED TO HOUSE PIPING.

AutoCAD SHX Text

STANDARDS AND AS FIELD CONDITIONS DICTATE.

AutoCAD SHX Text

1. CONCRETE MINIMUM COMPRESSIVE STRENGTH SHALL BE 4500 PSI.

AutoCAD SHX Text

location(s) as specified

AutoCAD SHX Text

Pipe size, type, and

AutoCAD SHX Text

(H)MAXIMUM

AutoCAD SHX Text

8" MIN.

AutoCAD SHX Text

on the plans.

AutoCAD SHX Text

8" MIN.

AutoCAD SHX Text

24" MIN.

AutoCAD SHX Text

8" MIN.

AutoCAD SHX Text

THE ELEVATION AND SLOPES OF THE PAVEMENT UNLESS OTHERWISE

AutoCAD SHX Text

SHOWN ON THE PLANS OR DIRECTED BY THE PROJECT ENGINEER.

AutoCAD SHX Text

11. THE TOP OF THE INLET AND GRATE SHALL CONFORM TO

AutoCAD SHX Text

OR 24" BELOW INLET TOP FOR PIPES PLACED UNDER PAVEMENT

AutoCAD SHX Text

TOP FOR PIPES PLACED UNDER SIDEWALK OR GRASSED AREA

AutoCAD SHX Text

12. PC (MINIMUM PIPE COVER) SHALL BE 12" BELOW INLET

AutoCAD SHX Text

OR SHOULDER.

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

WVDOH APPROVED PRECAST CONCRETE CATCH BASIN

AutoCAD SHX Text

DROP INLET TYPE

AutoCAD SHX Text

WVDOH HEAVY TRAFFIC DUTY FRAME AND GRATE

AutoCAD SHX Text

WVDOH APPROVED

AutoCAD SHX Text

PRECAST KEYED

AutoCAD SHX Text

PRECAST KEYED

AutoCAD SHX Text

CENTER EACH WAY

AutoCAD SHX Text

#5 REBARS @ 6" ON

AutoCAD SHX Text

THIRD OF WALL

AutoCAD SHX Text

LOCATED IN CENTER

AutoCAD SHX Text

ON CENTER EACH

AutoCAD SHX Text

WAY

AutoCAD SHX Text

#5 REBARS @ 6"

AutoCAD SHX Text

RISER JOINT

AutoCAD SHX Text

RISER JOINT

AutoCAD SHX Text

8 FEET RISER

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

8" MIN.

AutoCAD SHX Text

24" MIN.

AutoCAD SHX Text

8" MIN.

AutoCAD SHX Text

(CATCHBASIN.DWG)

AutoCAD SHX Text

REFER TO NOTE 7

AutoCAD SHX Text

REFER TO NOTE 7

AutoCAD SHX Text

REFER TO NOTE 7

AutoCAD SHX Text

REFER TO NOTE 7

AutoCAD SHX Text

13. GROUT INSIDE AND OUTSIDE BOX AT PIPE/CB JOINTS WITH NON-SHRINK GROUT.

AutoCAD SHX Text

WALLS AT PAVEMENT SUBGRADE ELEVATION TO HELP ALLEVIATE SUBSURFACE WATER.

AutoCAD SHX Text

14. DRILL TWO (2) 1" DIA. WEEP HOLES IN EACH SIDE OF CATCH BASIN

AutoCAD SHX Text

PRE-CAST M.H. SECTION

AutoCAD SHX Text

EXIST. SANITARY LINE

AutoCAD SHX Text

TOP 1/3 OF PIPE TO BE

AutoCAD SHX Text

REMOVED AFTER CONCRETE

AutoCAD SHX Text

BASE HAS BEEN PLACED

AutoCAD SHX Text

CAST-IN-PLACE

AutoCAD SHX Text

CONCRETE BASE

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

(MH-DOGHOUSE.DWG)

AutoCAD SHX Text

"DOGHOUSE" MANHOLE DETAIL

AutoCAD SHX Text

EXISTING LINE

AutoCAD SHX Text

6'-0" MIN.

AutoCAD SHX Text

7" MIN.

AutoCAD SHX Text

6" MIN.

AutoCAD SHX Text

1" MIN.

AutoCAD SHX Text

CL

AutoCAD SHX Text

12"

AutoCAD SHX Text

PAVEMENT

AutoCAD SHX Text

6" MIN.

AutoCAD SHX Text

"D"

AutoCAD SHX Text

MECHANICALLY COMPACTED

AutoCAD SHX Text

APPROVED BACKFILL

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

SANITARY PIPE BEDDING DETAIL

AutoCAD SHX Text

(PIPE-BED-3.DWG)

AutoCAD SHX Text

IN 12" LIFTS

AutoCAD SHX Text

#57 STONE

AutoCAD SHX Text

BEDDING MATERIAL

AutoCAD SHX Text

TO 6" ABOVE PIPE

AutoCAD SHX Text

AND SPECIFICATIONS

AutoCAD SHX Text

PIPE PER PLANS

AutoCAD SHX Text

METALLIC LOCATING TAPE

AutoCAD SHX Text

MIN.

AutoCAD SHX Text

SIZE MARKINGS VISIBLE

AutoCAD SHX Text

LAY PIPE WITH PIPE

AutoCAD SHX Text

AT TOP OF PIPE

AutoCAD SHX Text

12"

AutoCAD SHX Text

PAVEMENT

AutoCAD SHX Text

4" MIN.

AutoCAD SHX Text

"D"

AutoCAD SHX Text

BACKFILL

AutoCAD SHX Text

COMPACTED

AutoCAD SHX Text

SAND BEDDING

AutoCAD SHX Text

MATERIAL

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

STORM PIPE BEDDING DETAIL

AutoCAD SHX Text

(PIPE-BED-STORM.DWG)

AutoCAD SHX Text


AutoCAD SHX Text

12"

AutoCAD SHX Text

UNDERDRAIN DETAIL

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

(UNDR-DRN.DWG)

AutoCAD SHX Text

-DEPTH MAY VARY

AutoCAD SHX Text

*

AutoCAD SHX Text

* SEE GRADING PLAN FOR SLOPE

AutoCAD SHX Text


AutoCAD SHX Text

GRASS

AutoCAD SHX Text

6" TOPSOIL

AutoCAD SHX Text

OVER STONE

AutoCAD SHX Text

WASHED STONE

AutoCAD SHX Text

FILTER FABRIC

AutoCAD SHX Text

COMPACTED SUBGRADE

AutoCAD SHX Text

4"

AutoCAD SHX Text

4"

AutoCAD SHX Text

4"

AutoCAD SHX Text

4"

AutoCAD SHX Text

4"

AutoCAD SHX Text

*

AutoCAD SHX Text

6"

AutoCAD SHX Text

4" PERFORATED PVC DRAIN PIPE MIN. SLOPE = 0.5%

AutoCAD SHX Text

D

AutoCAD SHX Text

C4

AutoCAD SHX Text

E

AutoCAD SHX Text

C4

AutoCAD SHX Text

F

AutoCAD SHX Text

C4

AutoCAD SHX Text

G

AutoCAD SHX Text

C4

AutoCAD SHX Text

J

AutoCAD SHX Text

C4

AutoCAD SHX Text

I

AutoCAD SHX Text

C4

AutoCAD SHX Text

PLOT DATE : 3/20/2020 4:38 PM P:\2019\1901-0291-001 WVSU GREENHOUSE\20-LD\DWG\PRODUCTION\SP\DETAILS.DWG3/20/2020 4:38 PM P:\2019\1901-0291-001 WVSU GREENHOUSE\20-LD\DWG\PRODUCTION\SP\DETAILS.DWG P:\2019\1901-0291-001 WVSU GREENHOUSE\20-LD\DWG\PRODUCTION\SP\DETAILS.DWGP:\2019\1901-0291-001 WVSU GREENHOUSE\20-LD\DWG\PRODUCTION\SP\DETAILS.DWG

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

CISTERN DETAIL

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

CISTERN LID DETAIL

AutoCAD SHX Text

K

AutoCAD SHX Text

C4

AutoCAD SHX Text

L

AutoCAD SHX Text

C4

AutoCAD SHX Text

STANDARD MANHOLE DETAIL

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

(MH_STD.DWG)

AutoCAD SHX Text

5"

AutoCAD SHX Text

5"

AutoCAD SHX Text

2'-0"

AutoCAD SHX Text

2'-0"MIN.

AutoCAD SHX Text

4'0"MAX.

AutoCAD SHX Text

1'0"MIN.

AutoCAD SHX Text

4'-0"MAX.

AutoCAD SHX Text

4'-0" MAX.

AutoCAD SHX Text

6"

AutoCAD SHX Text

5"

AutoCAD SHX Text

6"TYP.

AutoCAD SHX Text

#3 BARS

AutoCAD SHX Text

3/4" CLR

AutoCAD SHX Text

4'-0"

AutoCAD SHX Text

SLOPE

AutoCAD SHX Text

4:1

AutoCAD SHX Text

M.H. COVER & FRAME

AutoCAD SHX Text

(NEENAH R-1642 W/ CLEAR

AutoCAD SHX Text

4 CRS'S OF BRICK (MAX)

AutoCAD SHX Text

FOR GRADE ADJUSTMENT

AutoCAD SHX Text

EXTENSION RINGS

AutoCAD SHX Text

AS REQUIRED

AutoCAD SHX Text

O-RING JOINT

AutoCAD SHX Text

M.H. STEPS

AutoCAD SHX Text

REINFORCED CONCRETE

AutoCAD SHX Text

PIPE, ASTM C-478

AutoCAD SHX Text

(TYP. @ EA JOINT)

AutoCAD SHX Text

0.277 WIRE

AutoCAD SHX Text

LONGITUDINALS

AutoCAD SHX Text

0.277 WIRE

AutoCAD SHX Text

MAX. SPACING 6" O.C.

AutoCAD SHX Text

CAST-IN PLACE OR

AutoCAD SHX Text

PRECAST CONC. INVERT

AutoCAD SHX Text

GRAVEL BED

AutoCAD SHX Text

5"

AutoCAD SHX Text

*NOTE: CONTRACTOR MAY SUBSTITUTE A SLAB TOP

AutoCAD SHX Text

FOR CONE WHERE APPLICABLE.

AutoCAD SHX Text

RUBBER PIPE BOOT

AutoCAD SHX Text

(FOR ALL PIPES ENTERING

AutoCAD SHX Text

/LEAVING STRUCTURE)

AutoCAD SHX Text

24" OPENING AND SELF SEALING GASKET)

AutoCAD SHX Text

MORTAR TO BRICK

AutoCAD SHX Text

(PLACED 12" ON CENTER AND

AutoCAD SHX Text

CONSTRUCTED OF STEEL

AutoCAD SHX Text

REINFORCING BARS W/

AutoCAD SHX Text

COPOLYMER COATING)

AutoCAD SHX Text

H

AutoCAD SHX Text

C4

AutoCAD SHX Text

TEMPORARY UTILITY MARKER DETAIL

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

(UTIL MARKER.DWG)

AutoCAD SHX Text

UTILITY PIPE/CONDUIT

AutoCAD SHX Text

2x4 BOARD, PAINTED

AutoCAD SHX Text

ORANGE AND LABELED

AutoCAD SHX Text

WITH UTILITY TYPE AND

AutoCAD SHX Text

INVERT DEPTH MARKED

AutoCAD SHX Text

UTILITY TRENCH

AutoCAD SHX Text

ON IT.

AutoCAD SHX Text

M

AutoCAD SHX Text

C4

AutoCAD SHX Text

FINISH GRADE 595.80

AutoCAD SHX Text

DISCHARGE PIPE INV. OUT = 591.85

AutoCAD SHX Text

#3 REBAR, 18" O.C. EACH WAY

AutoCAD SHX Text

COMPACTED AGGREGATE

AutoCAD SHX Text

PREPARED SUB-BASE

AutoCAD SHX Text

4500 PSI AIR-ENTRAINED CONCRETE

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

CONCRETE SIDEWALK DETAIL


INV. OUT 8" STEEL= 591.77'DROP INLETRIM = 591.54'INV. OUT 8" STEEL(CAPPED)= 590.41'

30" PIN OAK 22" PIN OAK

40" PIN OAK

8" STL

8" S

TL36" PIN OAKGAS WELL

DROP INLETRIM = 595.74'INACCESSIBLE

DROP INLET

10" D.A.T.R.

DS

8" D.A.T.R.

10" D

.A.T

.R.

3" D.A.T.R.

ASPHALT

ASPHALT

ASPHALT

ASPHALT

593.30EP ST

D.A

.T.R.

593

594

593

593

593

593

594

595

596

595

D.A.T.R.

4" D.A.T.R.

D.A

.T.R.

593.15

593.68

593.52

593.36

592.91

592.61

592.20

593.33

593.34

593.27

593.30

596.02

595.73

595.74

593.28

593.71

593.23

593.58

593.48

GRASS

INV = 585.24±

EX. RIM = ±592.52 EX. INV. = ±587.85

FUTUREGREENHOUSE #2

30'X90'

FUTUREGREENHOUSE #3

30'X90'

MANHOLERIM=593.10INV IN=589.52INV OUT=589.42

95 LF OF 6"SAN PVC [email protected]%

40 LF OF 6"SAN PVC [email protected]%

1" WATERMETER

1" VALVEAND CAP

EX. ELECTRICPANEL BOARD

APPROX.GAS LINELOCATION

APPROX.WATER LINELOCATION

GREENHOUSE#1

30' x 90'

FLOOR DRAINRIM=593.60INV OUT=590.48SEE DETAIL G, C5

FLOOR DRAINRIM=593.60INV OUT=590.78SEE DETAIL G, C5

FLOOR DRAINSRIM=593.60INV OUT=590.18SEE DETAIL G, C5

CISTERN (ON SITE)RIM ELEV.= 592.90INV. IN= FIELD SET ±589.50INV. OUT= FIELD SET ±589.50

115 LF OF 4" PVC ROOFDRAIN CONNECTOR@ 1.0% MIN

FUTURE ROOFDRAINCONNECTOR

95 LF OF 4" PVC ROOFDRAIN CONNECTOR

@ 1.0% MIN

FUTURE ROOFDRAIN

CONNECTOR

FUTURE 8"STORMEXTENSION

593.80 Slab

593.40 FG

593.80 Slab

593.40 FG

593.80 Slab

593.40 FG

593.80 Slab

593.40 FG

1" GAS VALVEAND CAP

1" WATERVALVE

15.0'

30.0'

15.0'

30.0'

30.0'

WV

WV

WV

WV

90.0'

INV. IN= 588.00

REPAIR CONCRETE WALKAFTER SAN. INSTALLATION

HOT TAP EXISTINGWATER LINE

103 LF OF 1" TYPE KCOPPER WATER LINE

FUTURE 6"SANITARY SEWEREXTENSION

STUB UP WATER CONNECTIONTHRU SLAB WITH A FROST

PROOF 3/4" HOSE BIB

STUB UP 2" SANITARYSEWER AND CAP FORFUTURE SINK

19.8

'

5.0'

5.0'

5.0'

5.0'

13.5

'

6.3'

12.3'

29.9'

48.1'

72.4'

CAP 6" SAN SEW.INV. ELEV.=589.92 2-4"Ø TYPE EB PVC ELECTRICAL CONDUITS

1" WATERVALVE AND

CAP

1" WATERVALVE

97 LF OF 6"SAN PVC SDR35

6"x6" WYEI.E. 589.63

GAS LINE CONNECTIONINSTALL REGULATOR/METER

ASSEMBLY

1" PEGAS LINE

1" GAS VALVEAND CAP

1" GAS VALVE STUB THROUGHFLOOR AND CAP

6

2

45

6' CHAIN LINK FENCEWITH 4' ACCESS GATE

593.00593.00

593.00

593.00

NOTE:CONTRACTOR TO CONFIRM PADSIZE WITH ARCHITECT AND WVSUPRIOR TO CONSTRUCTION.

30 LF OF 8" [email protected]%

5 LF OF 8" PVCCISTERN OVERFLOW

2

2

ETA PROJECT #:

DATE:

2019-0426A

SHEET REVISIONS

# DATE DESCRIPTION


INSTITUTE, WV

20 MAR 2020

WESTVIRGINIA

STATEUNIVERSITY


PROJECT



C5

CONSTRUCTIONPLAN

ALTERNATE #1

AutoCAD SHX Text

D

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

40

AutoCAD SHX Text

20

AutoCAD SHX Text

10

AutoCAD SHX Text

0

AutoCAD SHX Text

GENERAL NOTES:

AutoCAD SHX Text


AutoCAD SHX Text

GRADING NOTES:

AutoCAD SHX Text

1. THE ENTIRE SITE WITHIN THE LIMITS OF CONSTRUCTION SHALL BE GRADED THE ENTIRE SITE WITHIN THE LIMITS OF CONSTRUCTION SHALL BE GRADED TO DRAIN FREELY. 2. CONTRACTOR MUST COORDINATE ALL DRAINAGE STRUCTURE GRATES AND CONTRACTOR MUST COORDINATE ALL DRAINAGE STRUCTURE GRATES AND TOP ELEVATIONS SHOWN WITH ACTUAL FIELD CONDITIONS TO ENSURE THAT GRATES AND TOPS ARE FLUSH WITH FINISHED GRADE. 3. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES (INCLUDING SANITARY, CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES (INCLUDING SANITARY, STORM DRAINAGE, AND WATER) FROM DAMAGE DURING CONSTRUCTION. ALL DRAINAGE, AND WATER) FROM DAMAGE DURING CONSTRUCTION. ALL UNDERGROUND UTILITIES EXPOSED DURING CONSTRUCTION OR THOSE LEFT WITH LESS THAN ACCEPTABLE MINIMUM EARTH COVER SHALL BE RELOCATED TO A LOWER DEPTH WITH ACCEPTABLE MINIMUM COVER. 4. GRADE SLOPES BETWEEN SPOT ELEVATIONS PROVIDING A CONTINUOUS GRADE SLOPES BETWEEN SPOT ELEVATIONS PROVIDING A CONTINUOUS SMOOTH SURFACE WITHOUT SHARP TRANSITIONS. AVOID ABRUPT SURFACE WITHOUT SHARP TRANSITIONS. AVOID ABRUPT CHANGES IN GRADE, ROUND SURFACES PROVIDING SMOOTH TRANSITIONS. 5. CONTRACTOR TO DIRECT ALL SURFACE DRAINAGE AROUND BUILDINGS TO CONTRACTOR TO DIRECT ALL SURFACE DRAINAGE AROUND BUILDINGS TO NEAREST YARD DRAIN, DRAINAGE SWALE OR UNDERDRAIN. CONTRACTOR TO ADJUST FINAL LOCATIONS AND RIM ELEVATIONS OF YARD INLETS AS REQUIRED TO BEST COLLECT SURFACE FLOW BASED ON FIELD CONDITIONS. COORDINATE ANY MODIFICATIONS WITH OWNER'S REPRESENTATIVE PRIOR TO MAKING ADJUSTMENTS. ALL MODIFICATIONS SHALL BE RECORDED ON AS-BUILT DRAWINGS.

AutoCAD SHX Text

UTILITY NOTES:

AutoCAD SHX Text

A. RELOCATION/ABANDONMENT OF EXISTING UTILITIES ENCOUNTERED DURING RELOCATION/ABANDONMENT OF EXISTING UTILITIES ENCOUNTERED DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR AND ALL COSTS ASSOCIATED SHALL BE PAID FOR BY THE CONTRACTOR. B. ALL WORK WITHIN THE RIGHT-OF-WAY OF ALL ROADS AND HIGHWAYS ALL WORK WITHIN THE RIGHT-OF-WAY OF ALL ROADS AND HIGHWAYS SHALL BE IN ACCORDANCE WITH THE STANDARDS AND JANUARY 1, 2010 ISSUE OF STANDARD SPECIFICATIONS AND STANDARD DETAILS, AND THE JANUARY 1, 2014 ISSUE OF THE SUPPLEMENTAL SPECIFICATIONS OF THE WV DEPARTMENT OF TRANSPORTATION. CONTRACTOR SHALL VERIFY AND COMPLY WITH NECESSARY DRIVEWAY AND ENCROACHMENT PERMITS PRIOR TO CONSTRUCTION. C. ALL FLOOR DRAINS TO BE PROFLO PF42845 OR EQUIVALENT.ALL FLOOR DRAINS TO BE PROFLO PF42845 OR EQUIVALENT.

AutoCAD SHX Text

A

AutoCAD SHX Text

C5

AutoCAD SHX Text

12"

AutoCAD SHX Text

PAVEMENT

AutoCAD SHX Text

6" MIN.

AutoCAD SHX Text

"D"

AutoCAD SHX Text

MECHANICALLY COMPACTED

AutoCAD SHX Text

APPROVED BACKFILL

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

SANITARY PIPE BEDDING DETAIL

AutoCAD SHX Text

(PIPE-BED-3.DWG)

AutoCAD SHX Text

IN 12" LIFTS

AutoCAD SHX Text

#57 STONE

AutoCAD SHX Text

BEDDING MATERIAL

AutoCAD SHX Text

TO 6" ABOVE PIPE

AutoCAD SHX Text

AND SPECIFICATIONS

AutoCAD SHX Text

PIPE PER PLANS

AutoCAD SHX Text


AutoCAD SHX Text

MIN.

AutoCAD SHX Text

SIZE MARKINGS VISIBLE

AutoCAD SHX Text

LAY PIPE WITH PIPE

AutoCAD SHX Text

AT TOP OF PIPE

AutoCAD SHX Text

12"

AutoCAD SHX Text

PAVEMENT

AutoCAD SHX Text

4" MIN.

AutoCAD SHX Text

"D"

AutoCAD SHX Text

BACKFILL

AutoCAD SHX Text

COMPACTED

AutoCAD SHX Text

SAND BEDDING

AutoCAD SHX Text

MATERIAL

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

STORM PIPE BEDDING DETAIL

AutoCAD SHX Text

(PIPE-BED-STORM.DWG)

AutoCAD SHX Text


AutoCAD SHX Text

12"

AutoCAD SHX Text

STANDARD MANHOLE DETAIL

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

(MH_STD.DWG)

AutoCAD SHX Text

5"

AutoCAD SHX Text

5"

AutoCAD SHX Text

2'-0"

AutoCAD SHX Text

2'-0"MIN.

AutoCAD SHX Text

4'0"MAX.

AutoCAD SHX Text

1'0"MIN.

AutoCAD SHX Text

4'-0"MAX.

AutoCAD SHX Text

4'-0" MAX.

AutoCAD SHX Text

6"

AutoCAD SHX Text

5"

AutoCAD SHX Text

6"TYP.

AutoCAD SHX Text

#3 BARS

AutoCAD SHX Text

3/4" CLR

AutoCAD SHX Text

4'-0"

AutoCAD SHX Text

SLOPE

AutoCAD SHX Text

4:1

AutoCAD SHX Text

M.H. COVER & FRAME

AutoCAD SHX Text

(NEENAH R-1642 W/ CLEAR

AutoCAD SHX Text

4 CRS'S OF BRICK (MAX)

AutoCAD SHX Text

FOR GRADE ADJUSTMENT

AutoCAD SHX Text

EXTENSION RINGS

AutoCAD SHX Text

AS REQUIRED

AutoCAD SHX Text

O-RING JOINT

AutoCAD SHX Text

M.H. STEPS

AutoCAD SHX Text

REINFORCED CONCRETE

AutoCAD SHX Text

PIPE, ASTM C-478

AutoCAD SHX Text

(TYP. @ EA JOINT)

AutoCAD SHX Text

0.277 WIRE

AutoCAD SHX Text

LONGITUDINALS

AutoCAD SHX Text

0.277 WIRE

AutoCAD SHX Text

MAX. SPACING 6" O.C.

AutoCAD SHX Text

CAST-IN PLACE OR

AutoCAD SHX Text

PRECAST CONC. INVERT

AutoCAD SHX Text

GRAVEL BED

AutoCAD SHX Text

5"

AutoCAD SHX Text

*NOTE: CONTRACTOR MAY SUBSTITUTE A SLAB TOP

AutoCAD SHX Text

FOR CONE WHERE APPLICABLE.

AutoCAD SHX Text

RUBBER PIPE BOOT

AutoCAD SHX Text

(FOR ALL PIPES ENTERING

AutoCAD SHX Text

/LEAVING STRUCTURE)

AutoCAD SHX Text

24" OPENING AND SELF SEALING GASKET)

AutoCAD SHX Text

MORTAR TO BRICK

AutoCAD SHX Text

(PLACED 12" ON CENTER AND

AutoCAD SHX Text

CONSTRUCTED OF STEEL

AutoCAD SHX Text

REINFORCING BARS W/

AutoCAD SHX Text

COPOLYMER COATING)

AutoCAD SHX Text

UNDERDRAIN DETAIL

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

(UNDR-DRN.DWG)

AutoCAD SHX Text

-DEPTH MAY VARY

AutoCAD SHX Text

*

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

GRASS

AutoCAD SHX Text

6" TOPSOIL

AutoCAD SHX Text

OVER STONE

AutoCAD SHX Text

WASHED STONE

AutoCAD SHX Text

FILTER FABRIC

AutoCAD SHX Text

COMPACTED SUBGRADE

AutoCAD SHX Text

4"

AutoCAD SHX Text

4"

AutoCAD SHX Text

4"

AutoCAD SHX Text

4"

AutoCAD SHX Text

4"

AutoCAD SHX Text

*

AutoCAD SHX Text

6"

AutoCAD SHX Text

4" PERFORATED PVC DRAIN PIPE MIN. SLOPE = 0.5%

AutoCAD SHX Text

B

AutoCAD SHX Text

C5

AutoCAD SHX Text

C

AutoCAD SHX Text

C5

AutoCAD SHX Text

D

AutoCAD SHX Text

C5

AutoCAD SHX Text

E

AutoCAD SHX Text

C5

AutoCAD SHX Text

COMPACTION NOTE:

AutoCAD SHX Text

SOIL TO BE COMPACTED TO THE FOLLOWING STANDARDS: 98% DENSITY 3%± MOISTURE CONTENT2" PARTICLE SIZE 8" LIFTS

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

MUWV

AutoCAD SHX Text

MISS UTILITY OF WEST VIRGINIA, INC.

AutoCAD SHX Text

DRILL OR BLAST!

AutoCAD SHX Text

CALL BEFORE YOU DIG,

AutoCAD SHX Text

WEST VIRGINIA LAW REQUIRES 48

AutoCAD SHX Text

1-800-245-4848

AutoCAD SHX Text

MISS UTILITY OF WEST VIRGINIA, INC.

AutoCAD SHX Text

HOURS NOTICE FOR CONSTRUCTION

AutoCAD SHX Text

PHASE AND 10 DAYS IN DESIGN STAGE

AutoCAD SHX Text

1 800 245 4848

AutoCAD SHX Text

6x6-W6.0xW6.0 WWF

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

CONCRETE PAD DETAIL

AutoCAD SHX Text

COMPACTED AGGREGATE

AutoCAD SHX Text

PREPARED SUBBASE

AutoCAD SHX Text

(HEAVY DUTY CONC.DWG)

AutoCAD SHX Text

SMOOTH FLOAT FINISH

AutoCAD SHX Text

GEOTEXTILE FABRIC

AutoCAD SHX Text

#4@12" O.C.

AutoCAD SHX Text

#4@18" O.C.

AutoCAD SHX Text

BUILDING PAD

AutoCAD SHX Text

MIN.

AutoCAD SHX Text

TURNDOWN

AutoCAD SHX Text

4,500 PSI AIR-ENTRAINED, FIBER REINFORCED CONCRETE

AutoCAD SHX Text

SAW CUT JOINTS

AutoCAD SHX Text

1. LAYOUT CONTROL POINT. LAYOUT CONTROL POINT. 2. LIMITS OF CONSTRUCTION. LIMITS OF CONSTRUCTION. 3. LIMITS OF CONSTRUCTION / DISTURBANCE. LIMITS OF CONSTRUCTION / DISTURBANCE. 4. RESPREAD TOPSOIL MINIMUM 6" DEPTH OR MORE ON ALL RESPREAD TOPSOIL MINIMUM 6" DEPTH OR MORE ON ALL LAWN AREAS. 5. PERMANENT LAWN SEEDING. PERMANENT LAWN SEEDING. 6. CONCRETE PAD (SEE DETAIL A, SHT C5)CONCRETE PAD (SEE DETAIL A, SHT C5)

AutoCAD SHX Text

LAYOUT NOTES:

AutoCAD SHX Text

6' TALL FENCE DETAIL

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

POSTS 6' O.C.

AutoCAD SHX Text

MAX. SPACING

AutoCAD SHX Text

CONCRETE FOOTING

AutoCAD SHX Text

1/2" GAP BETWEEN BOTTOM RAIL AND TOP OF FIELD CURB

AutoCAD SHX Text

NOTES: : 1. SEE SPECIFICATIONS FOR INFORMATION REGARDING GATES. 2. ALL LINE POSTS ARE TO BE 1.9" DIAMETER SCH 40 GALVANIZED STEEL PIPE.

AutoCAD SHX Text

3,000 PSI

AutoCAD SHX Text

FINISHED GRADE

AutoCAD SHX Text

STANDARD WEIGHT,

AutoCAD SHX Text

0.148" (3.76mm) DIA.

AutoCAD SHX Text

ZINC-COATED (GALVANIZED)

AutoCAD SHX Text

(CORNER & GATE POST

AutoCAD SHX Text

TO BE SCH. 40 GALV.)

AutoCAD SHX Text

2" (500mm) MESH,

AutoCAD SHX Text

FABRIC

AutoCAD SHX Text

SCHEDULE 40, GALVANIZED

AutoCAD SHX Text

STEEL PIPE

AutoCAD SHX Text


AutoCAD SHX Text

STANDARD WEIGHT,

AutoCAD SHX Text

STANDARD WEIGHT,

AutoCAD SHX Text


AutoCAD SHX Text

STEEL PIPE LINE POST

AutoCAD SHX Text

F

AutoCAD SHX Text

C5

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

(P-DRAIN.DWG)

AutoCAD SHX Text

FLOOR DRAIN DETAIL

AutoCAD SHX Text

3" SCH 80 PVC

AutoCAD SHX Text

PIPE

AutoCAD SHX Text

3" SCH 80 PVC

AutoCAD SHX Text

PIPE TO SANITARY

AutoCAD SHX Text

NO-HUB

AutoCAD SHX Text

ZURN Z-1000 3"

AutoCAD SHX Text

DEEP SEAL TRAP

AutoCAD SHX Text

OR EQUAL

AutoCAD SHX Text

ZURN 3" FD-PV3

AutoCAD SHX Text

FLOOR DRAIN OR

AutoCAD SHX Text

EQUAL

AutoCAD SHX Text

NO-HUB COUPLINGS

AutoCAD SHX Text

PAD

AutoCAD SHX Text

SEWER

AutoCAD SHX Text

COUPLING

AutoCAD SHX Text

G

AutoCAD SHX Text

C5

DEMOLITION LEGEND

EXISTING WALL TO

EXISTING WALL TO BE

D6

D6

D6

D6

D6

D6

D6

D11

D11

D11 D11 D11

D12

D12D13

D13

D13

D8

D6

D6

D6

D6 D6

D6

D6D6 D6

D7

D7

D6

D6

D8

D8

D11

D11D12

D12

D1

D1

D1

D1

EXISTING TERRAZZOTO REMAIN

D1

D2

D10

D2

D2

D6

D6

D3

D3

D5

D5D5

D5D5

D4

D7

D7 D7

D16 D16

D7

D7

D3

D8

D7

D7

D7

D7D7

D7

D3

D14

D15

D15

D15

D4 D7

D3 D7 D7

D7

D4

D4

D19

D21

D18

D18

D7

D20

D20

D20

D9

D9

D3

D6

D6

A2

D22

D3

D3

D7

D7

D17

D23

EXIST. ELEC.SERVICE TO REMAIN

D4

D19

D16

D16

D20

D24

D24

D4 D20

D4 D20D7

D7

D22

EXISTING PLYWOODENCLOSURE TO REMAIN(MAKE WEATHER TIGHT)

EXISTING PLYWOODENCLOSURE TO REMAIN(MAKE WEATHER TIGHT)

D7

D25

D26

D25

TYP.

TYP.

ALTERNATE #?PROVIDE ALTERNATE PRICEFOR DEMO OF THIS AREA

D26

D26

D26D26

D26 D26 D26 D26

D26D26

D26

D27

D27

D26

D26

D26

D26

4"x4"x8' WOOD TEMPORARY SHORINGANCHOR TO FLOOR AND WALL W/1/2" EXPANSION ANCHORS @ 2'-0" o.c.

EXISTING CORRIDOR

EXISTING MASONRY WALL

EXISTING CONCRETE FLOOR

ALUMINUM FLASHING

5/8" EXT. GRADE PLYWD.

WOOD 2X4 @ 16" o.c.

EXISTING CMU WALL

CONT. TERMINATIONBAR W/SEALANT

SHEET REVISIONS

ETA PROJECT #:

DATE:


WESTVIRGINIA

STATEUNIVERSITY

INSTITUTE, WV

ARCH. DEMOLITIONFLOOR PLAN AND

NOTES

AD-1.02019-0426A

3 Aprill 2020

PRELIMINARY NOT FORCONSTRUCTION

BUILDING - ADEMOLITION AND

INFRASTRUCTUREPACKAGE

DEMOLITION KEYNOTE LEGENDD1 REMOVE EXISTING VCT FLOOR TILE.

D2 REMOVE EXISTING CERAMIC MOSIAC FLOOR TILE

D3 REMOVE EXISTING PLASTER AND LATHE CEILING COMPLETE.

D4 REMOVE EXISTING LAY-IN ACOUSTICAL CEILING AND GRID

D5 REMOVE (2) TWO EXISTING ACOUSTICAL CEILINGS AND GRID

D6 REMOVE EXISTING DOOR FOR INSTALLATION OF NEW DOOR, FRAME TO REMAIN.

D7 REMOVE EXISTING GYPSUM WALL BOARD AND WOOD FURRING COMPLETE, ALLWALLS.

D8 REMOVE EXISTING GYPSUM WALL BOARD AND METAL STUDS COMPLETE.

D9 REMOVE EXISTING ALUMINUM STOREFRONT

D10 REMOVE EXISTING COOLER COMPLETE.

D11 REMOVE EXISTING PLUMBING FIXTURES.

D12 REMOVE EXISTING VANITY AND ALL TOILET ACCESSORIES COMPLET.

D13 REMOVE EXISTING STEEL TOILET PARTITION

D14 REMOVE EXISTING RANGE HOOD

D15 REMOVE EXISTING RUBBER BASE.

D16 REMOVE EXISTING HW WALL HEATER & PIPING COMPLETE.

D17 REMOVE EXISTING ALL MEACHANICAL EQUIPMENT - BOILER, FLUE, EXP. TANK,PUMP, PIPING, ETC.

D18 REMOVE EXISTING PLASTER/LATHE BULKHEAD

D19 REMOVE EXISTING PERFORATED/CORROGATED CEILING IN KITCHEN.

D20 REMOVE EXISTING DUCTWORK, HANGERS, ETC.

D21 REMOVE EXISTING CERAMIC WALL TILE

D22 REMOVE EXISTING 1-1/2" DIA. PIPE CEILING HANGERS +/- 4'-0"O.C.

D23 REMOVE EXISTING WATER HEATER

D24 REMOVE EXISTING HW CONV. HEATER, PIPING, HANGERS, ETC.

D25 INSTALL TEMPORARY 4"X4" WOOD SHORING (SEE DETAIL 2/AD-1.0)

D26 INSTALL TEMPORARY EXTERIOR PLYWOOD COVER (SEE DETAIL 3/AD-1.0)

D27 INSTALL +/-2' HIGH OF 5/8" EXT. GRADE PLYWOOD. MAKE WEATHER TIGHT.

3/32" = 1'-0"FIRST FLOOR ARCHITECTURAL DEMOLITION PLAN

3/4" = 1'-0"AD-1.0

2 TEMPORARY SHORING DETAIL

1 1/2" = 1'-0"AD-1.0

3 EXISTING OPENING CLOSURE DETAIL

MAJORITY OF OPENINGS ARE APPROX.FOUR SQUARE FEET OR LESS. OMITSTUDS ON SMALL OPENINGS

# DATE DESCRIPTION

WEST VIRGINIA STATE UNIVERSITY

Documents

Transcript of WEST VIRGINIA STATE UNIVERSITY