WVDNR - Palestine Hatchery Drawings (20-0085-008)_reduced.pdf

PDF 16 MB Posted Oct 13, 2022

Attached to: Palestine Hatchery New Facilities
Solicitation number: CRFQ-0310-DNR2300000002-4
Issued by: Webster County, West Virginia

View the file

Other files

File	Type	Posted
Addendum #1 9-9-2022.pdf	PDF	Oct 13, 2022
Final_CRFQ_0310_DNR2300000002_3_WV_CRFQ_FORM.PDF	PDF	Oct 13, 2022
Project Manual for WVDNR - Palestine Hatchery (20-0085-008)Reduced.pdf	PDF	Oct 13, 2022
Addendum #3 10-12-2022.pdf	PDF	Oct 13, 2022
Final_CRFQ_0310_DNR2300000002_1_WV_CRFQ_FORM.PDF	PDF	Oct 13, 2022
Final_CRFQ_0310_DNR2300000002_4_WV_CRFQ_FORM.PDF	PDF	Oct 13, 2022
Solicitation Docs 8-9-2022.pdf	PDF	Oct 13, 2022
Addendum #2 9-27-2022.pdf	PDF	Oct 13, 2022
Final_CRFQ_0310_DNR2300000002_2_WV_CRFQ_FORM.PDF	PDF	Oct 13, 2022

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

Scale

Project number

Date

Drawn by

Checked by

P R

O J E

C T

INTENDED DRAWING USE:

SCALE REFERS TO 24" X 36" PAPER SIZE

MCS

20047

4/25/2022

RB, MB

H A

T C

H E

R Y

B U

U S

S E

L R

E A

G F

A C

C O

V E

R S

H E

E T

P A

L E

S T

A T

E F

H A

T C

H E

R Y

C O

U N

T Y

CONSTRUCTION

DOCUMENTS

HATCHERY BUILDING & MUSSEL REARING FACILITY

W e s t V ir g in ia

D iv is io n o f N a tu ra l R e s o u rc e s

LOCATION PLAN

VICINITY MAP

CONSULTANTS:

STRUCTURAL:

ARCHITECTURAL:

MILLS GROUP

THE KALEY CENTER

53 14TH STREET SUITE 607

WHEELING, WV 26003

MOMENT ENGINEERS, INC.

603 PEOPLES BUILDING

179 SUMMERS STREET

CHARLESTON, WV 25301

SHEET LIST

Sheet Number Sheet Name

A401 ENLARGED PLANS & ELEVATIONS

A500 SECTION DETAILS

A501 SECTION DETAILS

A600 DOOR AND WINDOW SCHEDULE

A602 FINISH & CASEWORK SCHEDULES

A901 INTERIOR REFERENCE VIEWS

A902 INTERIOR REFERENCE VIEWS

A903 EXTERIOR REFERENCE VIEWS

A904 AQUATICS EQUIPMENT PLAN

STRUCTURAL

S100 FOUNDATION PLAN

S200 ROOF FRAMING PLAN

S300 STRUCTURAL DETAILS

S301 STRUCTURAL DETAILS

MECHANICAL

M1.01 HVAC PLAN

M3.01 MECHANICAL SCHEDULES

M3.02 MECHANICAL DETAILS

MEP LEGEND NOTES

PLUMBING

P1.01 DRAINAGE AND VENT PLAN

P2.01 PIPING PLAN

P3.01 PLUMBING SCHEDULES AND DETAILS

ELECTRICAL

E1.01 LIGHTING PLAN

E2.01 POWER PLAN

E3.01 SYSTEMS PLAN

E4.01 ELECTRICAL DETAILS

E4.02 ELECTRICAL DETAILS

AQUATICS

AP 1.01 AQUATICS PIPING PLAN

SHEET LIST

Sheet Number Sheet Name

ARCHITECTURAL

CS COVER SHEET

GENERAL

G001 ABBREVIATIONS/SYMBOLS

G011 LIFE SAFETY PLAN & CODE REVIEW

G020 ADA STANDARDS

G021 ADA STANDARDS

G040 PARTITION TYPES AND DETAILS

CIVIL

C-1 EXISTING CONDITIONS

C-2 OVERALL SITE PLAN

C-3 ENLARGED BUILDING PLAN

C-4 POND GRADING AND LINING PLAN

C-5 BASELINE B PROFILE

C-6 BASELINE B CROSS SECTIONS

C-7 BASELINE B CROSS SECTIONS

C-8 BASELINE B CROSS SECTIONS

C-9 MISCELLANEOUS DETAILS

C-10 MISCELLANEOUS DETAILS

C-11 MISCELLANEOUS DETAILS

C-12 MISCELLANEOUS DETAILS

C-13 DITCH PROFILES

C-14 EROSION AND SEDIMENT CONTROL PLAN

ARCHITECTURAL

A100 LEVEL 1

A101 ROOF PLAN

A110 REFLECTED CEILING PLAN

A200 ELEVATIONS

A300 SECTIONS

A301 WALL SECTIONS

A302 WALL SECTIONS

A400 ENLARGED PLANS & ELEVATIONS

MECHANICAL, PLUMBING AND ELECTRICAL:

HARPER ENGINEERING PLLC

52 B STREET

SAINT ALBANS, WV 25177

PROPOSED BUILDING LOCATION

Revision Schedule

No. Revision Description Date

AFF ABOVE FINISHED FLOOR

AFS ABOVE FLOOR SLAB

AC DR ACCESS DOOR

AC ACOUSTIC(AL)

ACB ACOUSTICAL BAFFLE

ACT ACOUSTICAL TILE

AC PNL ACOUSTICAL PANEL

AC WP ACOUSTICAL WALL PANEL

ADD ADDENDUM

ADH ADHESIVE

ADJT ADJUSTABLE (MENT)

A/C AIR CONDITIONING

AHU AIR HANDLING UNIT

ALT. ALTERNATE

ALUM. ALUMINUM

A.B. ANCHOR BOLT

ANCH ANCHOR

ANOD ANODIZE

& AND

APPROX APPROXIMATE (LY)

ARCH ARCHITECT(URAL)

ASP ASPHALT

ASF ABOVE SUBFLOOR

@ AT

AVG AVERAGE

BSMT. BASEMENT

BM BEAM

BRG BEARING

B.P.L. BEARING PLATE

BEL BELOW

B.M. BENCH MARK

BET BETWEEN

BFFM BEVELED FRAME FLOOR MAT

BIT BITUMINOUS

BLK BLOCK(ING)

BD BOARD

BW BOTH WAYS

BOT BOTTOM

BC BOTTOM CURB

BRKT BRACKET

BRK BRICK

BLDG BUILDING

BLKHD BULKHEAD

BUR BUILT UP ROOFING

CAB CABINET

CPT CARPET

CSMT CASEMENT

CI CAST IRON

CLKG CAULKING

CLG. CEILING

CEM. CEMENT

CL CENTER LINE

CER CERAMIC

CT CERAMIC TILE

CMT CERAMIC MOSAIC TILE

CBD CHALKBOARD

C CHANNEL

CR CLASSROOM

CO CLEAN OUT

CLR CLEAR (ANCE), COLOR

CL CLOSET

COL COLUMN

COMB COMBINATION

COMP COMPACT(ED)

CO COMPANY

CONC CONCRETE

CMU CONCRETE MASONRY UNIT

CONST CONSTRUCTION

CONT CONTINUOUS

CLL CONTRACT LIMIT LINE

CJ CONTROL JOINT

COP COPPER

CG CORNER GAURD

CORR CORRIDOR

CTR COUNTER

CSK COUNTERSUNK

CFT CUBIC FOOT

CYD CUBIC YARD

CUST CUSTODIAN

DP DAMPROOFING

DEPT DEPARTMENT

DL DETAIL

DIAG DIAGONAL(LY)

DIAM DIAMETER

DIM DIMENSION

DISP DISPENSER

DIV DIVISION

DR DOOR

DBL DOUBLE

DH DOUBLE HUNG

DN DOWN

DS DOWNSPOUT

DWR DRAWER

DWG DRAWING

DF DRINKING FOUNTAIN

EA EACH

E EAST

ELEC ELECTRIC (AL)

EL ELEVATION

ELEV ELEVATOR

EMER EMERGENCY

ENCL ENCLOSE (URE)

EQ EQUAL

EXH EXHAUST

EXIST EXISTING

EJ EXPANSION JOINT

EXP EXPOSED

EXT EXTERIOR

FWC FABRIC WALL COVERING

FOS FACE OF STUDS

F FAHRENHEIT

FCU FAN COIL UNIT

FAS FASTEN (ER)

FGL FIBERGLASS

FIN FINISH (ED)

FFE FINISH FLOOR ELEVATION

FA FIRE ALARM

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FER FIRE EXTINGUISHER RECESS

FHC FIRE HOSE CABINET

FR FIRE RATED

FP FIREPROOF(ING)

FLG FLASHING

FL FLOOR (ING)

FD FLOOR DRAIN

FLUOR FLOURESCENT

FP PTN FOLDING PANEL PARTITION

FT FOOT (FEET)

FTG FOOTING

FND FOUNDATION

FS FULL SIZE

FURR FURRING

FUT FUTURE

GALV GALVANIZED

GI GALVANIZED IRON

GA GAGE, GAUGE

GEN GENERAL

GC GENERAL CONTRACT (OR)

GL GLASS, GLAZING

GB GRAB BAR

GR GRADE

GYP GYPSUM

GWB GYPSUM WALLBOARD

HC HANDICAP/ HOLLOW CORE

HNDRL HANDRAIL

HDW HARDWARE

HWD HARDWOOD

HT HEIGHT

HTG HEATING

HDR HEATER

HVAC HEATING/VENTILATION/AIRCONDITIONING

HD HEAVY DUTY

HP HIGH POINT, HIGH PRESSURE

HC HOLLOW CORE

HM HOLLOW METAL

HOR HORIZONTAL

H.B. HOSE BIB

HWH HOT WATER HEATER

HR HOUR

IN INCH

INC INCOMPLETE

INCL INCLUDE (D), (ING)

ID INSIDIE DIAMETER

INSUL INSULATE (D), (ION)

IRMA INSULATED ROOF MEMBRANE ASSEMBLY

INT INTERIOR

INV INVERT

JC JANITOR'S CLOSET

JT JOINT

JST JOIST

KIT KITCHEN

KDN KNOCKDOWN

K/O KNOCK OUT

LBL LABEL

LAB LABORATORY

LAM LAMINATE (D)

LAV LAVORATORY

LH LEFT HAND

LT LIGHT

LT WT LIGHT WEIGHT

LF LINEAR FOOT

LL LIVE LOAD

LP LOW POINT, LOW PRESSURE

LVR LOUVER

L LOCKER

LUM LUMINOUS

MACH MACHINE

MH MANHOLE

MFR MANUFACTURE

MAR. MARBLE

MB MARKER BOARD

MAS MASONRY

MO MASONRY OPENING

MR MOISTURE RESISTANT

MATL MATERIAL(S)

MAX MAXIMUM

MECH MECHANIC(AL).

MEMB MEBRANE

MTL METAL

MTP METAL TOILET PARTITION

MEZZ MEZZANINE

MWK MILLWORK

MIN MINIMUM(S)

MR MIRROR

MISC MISCELLANEOUS

MOD MODULAR

MB MOISTURE BARRIER

MTD MOUNT (ED), (ING)

MOV MOVABLE

MULL MULLION

NF NATURAL FINISH

N NORTH

NTD NOTED

NIC NOT IN CONTRACT

NTS NOT OT SCALE

NO NUMBER

NOM NOMINAL

OFF OFFICE

OC ON CENTER

OPG OPENING

OPP OPPOSITE

OH OPPOSITE HAND

OD OUTSIDE DIAMETER

OA OVERALL

PT PAINT

PTD PAINTED

PR PAIR

PNL PANEL

PTDP PAPER TOWEL DISPENSER

PTR PAPER TOWEL RECEPTACLE

PB PARTICLE BOARD

PTN PARTITION

PVG PAVING

PERF PERFORATE(D)

PSF PER SQUARE FOOT

PSI PER SQUARE INCH

PLAS PLASTER

PLAM PLASTIC LAMINATE

PL PLATE

POL POLISHED

PLYWD PLYWOOD

PS PROJECTION SCREEN

PVA POLYVINYL ACETATE

PVC POLYVINYL CHLORIDE

PE PORCELAIN ENAMEL

PF POROUS FILL

PC PRECAST

QT QUARRY TILE

RAD RADIUS

RP RADIANT HEAT PANEL

RL RAIN LEADER

RECEP RECEPTABLE

RFM RECESSED FLOOR MAT

RFL REFLECT(ED)(IVE)(OR)

REFRIG REFRIGERATOR

REG REGISTER

REINF REINFORCE(D), (ING)

RH RELATIVE HUMIDITY

REQD REQUIRED

RES RESILIENT

RT RESILIENT TILE

RET RETURN

RA RETURN AIR

REV REVISION(S), (ED)

R con't

RH RIGHT HAND

RHR RIGHT HAND REVERSE

ROW RIGHT OF WAY

R RISER

RF ROOF

RFG ROOFING

RD ROOF DRAIN

RM ROOM

RO ROUGH OPENING

RND ROUND

RBR RUBBER

RT RUBBER TILE

SND SANITARY NAPKIN DISPENSER

SNR SANITARY NAPKIN RECEPTALCE

SCHED SCHEDULE

STG SEATING

SECT SECTION

SHTH. SHEATHING

SH SHEET

SM SHEET METAL

SHLVG SHELVING

SHR SHOWER

SIM SIMILAR

SL SLATE

SC SOLID CORE

S SOUTH

SAB SOUND ATTENUATION BLANKET

SP SPANDREL

SPEC SPECIFICATION

SF CMU SPLIT FACE CMU

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD(S)

STL STEEL

STOR STORAGE

SD STORM DRAIN

STRUCT STRUCTURAL

SFT STRUCTURAL GLAZED TILE

SUBFL SUBFLOOR

SURF SURFACE

SUSP SUSPEND(ED)

SYM SYMMETRY or SYMBOL

SYS SYSTEM

TEL TELEPHONE

TV TELEVISION

TEMP TEMPERED

TC TERRA COTTA OR TOP CURB

TER TERRAZZO

THK THICK (NESS)

THRESH THRESHOLD

TP TOILET PAPER DISPENSER

T&G TONGUE & GROOVE

TF TOP OF FOOTING

TSL TOP OF SLAB

TS TOP OF STEEL

TW TOP OF WALL

TWB TOWEL BAR

T TREAD

TYP TYPICAL

UL UNDERWRITER'S LAB, INC/ UNDERLAYMENT

UNF UNFINISHED

UON UNLESS OTHERWISE NOTED

UR URINAL

US URINAL SCREEN

U/V UNIT VENTILATOR

UTS UTILITY SHELF

VB VAPOR BARRIER

VAR VARIES

VERT VERTICAL(LY)

VEST VESTIBULE

VCT VINYL COMPOSITION TILE

VIF VERIFY IN FIELD

VWC VINYL WALL COVERING

WSCT WAINSCOT

WH WALL HUNG/WALL HYDRANT

WC WATER CLOSET

WP WATERPROOF

WR WATER RESISTANT

WT. WEIGHT

WWF WELDED WIRE FABRIC

W WEST/WIDE/WIDTH

WB WHITE BOARD

WF WIDE FLANGE

WIN WINDOW

W/ WITH

W/O WITHOUT

WD WOOD

WP WORKING POINT

YD YARD

CMU BLOCK

GLASS

EARTH

BRICK

GRAVEL

WOOD FRAMING/

BLOCKING

RIGID INSULATION

BATT INSULATION

PLASTER/MORTAR/

GYPSUM BOARD

CONCRETE

SYMBOLS/LEGEND

SEE ENLARGED DETAIL VIEW

VIEW NUMBER

SHEET NUMBER

WALL TYPES

ROOM NAME

ROOM NUMBER

SECTION

VIEW NUMBER

SHEET NUMBER

BUILDING ELEVATION

VIEW NUMBER

SHEET NUMBER

WINDOW NUMBER

DOOR NUMBER

INTERIOR ELEVATION

VIEW NUMBER

SHEET NUMBER

DATUM ELEVATION

SPOT ELEVATION

NEW DOOR

NEW PARTITION

EXISTING CONSTRUCTION

TO REMAIN

EXISTING OPENING,

NEW DOOR ASSEMBLIES

CONSTRUCTION TO BE

REMOVED

EXISTING DOOR

KEYED NOTES

REVISION NUMBER

MATERIALS

ABBREVIATIONS

ASSEMBLY / EQUIPMENT

TAG

MATERIAL / FINISH ID

OFFICE

A101

LEVEL 1

0'-0"

A101

Scale

Project number

Date

Drawn by

Checked by

P R

O J E

C T

INTENDED DRAWING USE:

SCALE REFERS TO 24" X 36" PAPER SIZE

12" = 1'-0"

G001

20047

4/25/2022

RB, MB

H A

T C

H E

R Y

B U

U S

S E

L R

E A

G F

A C

A B

B R

E V

S /S

Y M

B O

L S

P A

L E

S T

A T

E F

H A

T C

H E

R Y

C O

U N

T Y

W e s t V ir g in ia

D iv is io n o f N a tu ra l R e s o u rc e s

CONSTRUCTION

DOCUMENTS

R E

REF.REF.REF.

FEC

APPLICABLE CODES PER THE STATE OF WEST VIRGINIA

Per Legislative Rule, Title 87, Series 4, effective August 1, 2020, the following codes were adopted under the State Building Code:

• International Building Code / 2015

• International Plumbing Code / 2015

• International Mechanical Code / 2015

• International Fuel Gas Code / 2015

• ANSI/ASHRAE/IENSA Standard 90.1 / 2010

• ICC/ANSI A117.1 American National Standards for Accessibility & Usable Buildings & Facilities / 2017

• National Electric Code NFPA 70 / 2017

Per Legislative Rule, Title 87, Series 1, effective August 1, 2020, the following codes were adopted under the State Fire Code:

• NFPA 1 - Fire Code / 2018 with exceptions and additions

• NFPA 101 - Life Safety Code / 2018 with additions

PROJECT DESCRIPTION

Project: Hatchery Building & Mussel Rearing Facility

Location: Palestine State Fish Hatchery, Wirt County, West Virginia

Owner: West Virginia Division of Natural Resources

Summary of Work:

This project proposes a new site and single story building for the production of fish and mussels by the West Virginia Division of Natural Resources at the Palestine State Fish Hatchery. The multiple mixed occupancy building will have distinct program areas for both production and administration uses seperated by a shared means of egress.

CONSTRUCTION TYPE AND FIRE RESISTANCE RATINGS

Proposed Construction Type: II (000) Unprotected Limited Combustible / Unprotected Non-Combustible

Building Components: NFPA 101 - Table A.8.2.1.2

Exterior Bearing Walls: 0 Hour

Interior Bearing Walls: 0 Hour

Columns: 0 Hour

Beams, Girders, Trusses, and Arches 0 Hour

Floor/Ceiling Assemblies: 0 Hour

Roof/Ceiling Assemblies: 0 Hour

Interior Nonbearing Walls 0 Hour

Exterior Nonbearing Walls 0 Hour

BUILDING HEIGHT AND AREA

Single Story 9,350 SF (gross)

WV Fire Code Table 2.2.A - Sprinkler Protection & Area Limitation

Type II (000) - 12,000 SF permitted for a 1 story building

The building height (peak of roof) is 27'-0"

CLASSIFICATION OF OCCUPANCY AND HAZARD OF CONTENTS

Multiple-Mixed Occupancy: Industrial Occupancy NFPA 101 Chaper 40

New Business Occupancy NFPA 101 Chaper 38

Use Groups: Special Purpose Industrial (Production and Lab Areas)

Storage (Mechanical, Storage and Quarantine Areas)

Assembly (Kitchenette/Meeting Room)

Business (Offices, Toilet and Shower Rooms)

Occupant Load: (Table 7.3.1.2) 10 Occupants in Special Purpose Industrial 5,216 SF at 500 SF/Person

3 Occupants in Storage Use 1,278 SF at 500 SF/Person

20 Occupants in Assembly Use 302 SF at 15 SF/Person

6 Occupants in Business Use 871 SF at 150 SF/Person

39 Total Occupants

Contents: Ordinary Hazard

MEANS OF EGRESS

Allowable Length of Travel: (NFPA A.7.6) Common Path Dead-End Corridor Travel Distance

Unsprinklered Unsprinklered Unsprinklered

New Business 75 Ft 20 Ft 200 Ft

Industrial - Special Purpose 50 Ft 50 Ft 300 Ft

Egress Capacity: (NFPA 7.3.3.1)

Req.'d Width Prov.'d Width # Elements Prov.'d

Egress Doors: (NFPA 7.2.1.2.3.2) > 32 in 33 in 9

Corridors: (NFPA 30.2.3.4) > 36 in 72 in 1

FEATURES OF FIRE PROTECTION

NFPA 101 - 38.3.2.1 Storage and furnace rooms shall be protected in accordance with Section 8.7.

CLASS OF FINISH MATERIALS

NFPA 101 - 38.3.3 Wall and Ceiling Finishes

Class A or Class B interior finishes shall be permitted exits and exit access enclosures.

Class A, B or C interior finishes shall be permitted in other spaces.

Floor Finishes

Class I and II interior floor finishes shall be used in exit enclosures.

FIRE DETECTION, ALARM, COMMUNICATION AND EXTINGUISHMENT

NFPA 101 - 38.3.4 A complete fire alarm system is provided with manual initiation and automatic detection.

Fire extinguishers are provided.

ENERGY

Building Envelope Requirements (ASHRAE Standard 90.1 - 2010; Table 5.5-5)

Assembly Insulation

Maximum Min. R-Value

Opaque Elements

Roofs

Insulation entirely above deck U-0.048 R-20.0 c.i.

Walls, Above Grade

Mass U-0.090 R-11.4 c.i.

Steel-Framed U-0.064 R-13 + R-7.5 c.i.

Walls, Below-Grade

Below-Grade Wall C-0.119 R-7.5 c.i.

Slab-On-Grade Floors

Unheated F-0.730 Not Req.

Opaque Doors

Swinging U-0.700

Nonswinging U-0.500

Assembly Assembly Max.

Maximum U SHGC

Fenstration

Vertical Glazing, 0%-40% of Wall

Nonmetal Framing U-0.35 0.40

Metal Framing (Curtainwall / Storefront) U-0.45 0.40

Metal Framing (Entrance Door) U-0.80 0.40

32.5"

162 OCC.

32.5"

162 OCC.

C C

32.5"

162 OCC.

32.5"

162 OCC.

2030 SF

FISH PRODUCTION

371 SF

WORKSHOP

330 SF

FISH STORAGE ROOM / LAB

46 SF

TOILET ROOM

174 SF

WET LAB

291 SF

DRY LAB

2068 SF

MUSSEL PRODUCTION

270 SF

MUSSEL QUARANTINE

232 SF

MUSSEL STORAGE

486 SF

PUMP ROOM

736 SF

CORRIDOR

63 SF

ENTRY

301 SF

MEETING ROOM

116 SF

SHOWER ROOM

222 SF

MECHANICAL ROOM

108 123 SF

OFFICE

120 SF

OFFICE

110 SF

OFFICE

111 SF

OFFICE

120 SF

OFFICE

123 SF

OFFICE

223 SF

FISH QUARANTINE

136' - 9 1/4

63'

'-0

44'-0"32'

32.5"

162 OCC.

32.5"

162 OCC.

32.5"

162 OCC.

C C

114' - 8 3/8"

AQUATICS SHELVING & TANKS

AQUATICS TANKS

48'

MAX.

M A

T R

PATH OF TRAVEL

UNRATED PARTITION/WALL

SEE WALL TYPE LEGEND FOR COMPOSITION

1HR FIRE RATED PARTITION/WALL

SEE WALL TYPES LEGEND FOR COMPOSITION

2 HR FIRE RATED PARTITION/WALL

SEE WALL TYPES LEGEND FOR COMPOSITION

FIRE EXTINGUISHER CABINET; SEMI

RECESSED CABINET U.N.O.; PROVIDE FIRE

RATED CABINET WHEN INSTALLED IN FIRE

RATED WALL CONSTRUCTION; 75' MAX

TRAVEL DISTANCE

EGRESS WIDTH

OCC. LOAD

EGRESS OCC. SYMBOL

FEC

HOOK FIRE EXTINGUISHERFE

Scale

Project number

Date

Drawn by

Checked by

P R

O J E

C T

INTENDED DRAWING USE:

SCALE REFERS TO 24" X 36" PAPER SIZE

As indicated

G011

20047

4/25/2022

RB, MB

H A

T C

H E

R Y

B U

U S

S E

L R

E A

G F

A C

E S

A F

E T

Y P

L A

C O

D E

R E

P A

L E

S T

A T

E F

H A

T C

H E

R Y

C O

U N

T Y

W e s t V ir g in ia

D iv is io n o f N a tu ra l R e s o u rc e s

CONSTRUCTION

DOCUMENTS

1/8" = 1'-0"

LIFE SAFETY PLAN

LIFE SAFETY - Tabulation Room Schedule - IBC & NFPA

Room No. Name Area NFPA Occupancy

NFPA SF

per occupant

NFPA

Occupant

Load

100 ENTRY 63 SF (none) 0 SF

101 CORRIDOR 736 SF (none) 0 SF

102 OFFICE 123 SF 29 Business use 150 SF 0.8

103 OFFICE 120 SF 29 Business use 150 SF 0.8

104 OFFICE 110 SF 29 Business use 150 SF 0.7

105 OFFICE 111 SF 29 Business use 150 SF 0.7

106 OFFICE 120 SF 29 Business use 150 SF 0.8

107 OFFICE 123 SF 29 Business use 150 SF 0.8

108 MECHANICAL ROOM 222 SF 33 Storage use - In other than storage and mercantile occupancies 500 SF 0.4

109 SHOWER ROOM 116 SF 29 Business use 150 SF 0.8

110 DATA 15 SF 33 Storage use - In other than storage and mercantile occupancies 500 SF 0

111 MEETING ROOM 301 SF 2 Assembly use - Less concentrated use, without fixed seating 15 SF 20.1

112 TOILET ROOM 46 SF 29 Business use 150 SF 0.3

113 FISH STORAGE ROOM / LAB 330 SF 33 Storage use - In other than storage and mercantile occupancies 500 SF 0.7

114 WORKSHOP 371 SF 28 Industrial use - Special-purpose industrial 500 SF 0.7

115 WET LAB 174 SF 28 Industrial use - Special-purpose industrial 500 SF 0.3

116 DRY LAB 291 SF 28 Industrial use - Special-purpose industrial 500 SF 0.6

117 MUSSEL STORAGE 232 SF 33 Storage use - In other than storage and mercantile occupancies 500 SF 0.5

118 FISH QUARANTINE 223 SF 28 Industrial use - Special-purpose industrial 500 SF 0.4

119 FISH PRODUCTION 2030 SF 28 Industrial use - Special-purpose industrial 500 SF 4.1

120 MUSSEL PRODUCTION 2068 SF 28 Industrial use - Special-purpose industrial 500 SF 4.1

121 MUSSEL QUARANTINE 270 SF 28 Industrial use - Special-purpose industrial 500 SF 0.5

122 PUMP ROOM 486 SF 28 Industrial use - Special-purpose industrial 500 SF 1

8681 SF 39.3

NOTE: REFER TO ELEC. DRAWINGS FOR ADDITIONAL INFORMATION ON FIRE SAFETY DEVICES/EQUIPMENT.

Date

Drawn by

Checked by

P R

O J E

C T

INTENDED DRAWING USE:

SCALE REFERS TO 24" X 36" PAPER SIZE

MG020

20047

4/25/2022

RB, MB

H A

T C

H E

R Y

B U

U S

S E

L R

E A

G F

A C

A D

A S

T A

N D

A R

D S

P A

L E

S T

A T

E F

H A

T C

H E

R Y

C O

U N

T Y

W e s t V ir g in ia

D iv is io n o f N a tu ra l R e s o u rc e s

CONSTRUCTION

DOCUMENTS

Date

Drawn by

Checked by

P R

O J E

C T

INTENDED DRAWING USE:

SCALE REFERS TO 24" X 36" PAPER SIZE

MG021

20047

4/25/2022

RB, MB

H A

T C

H E

R Y

B U

U S

S E

L R

E A

G F

A C

A D

A S

T A

N D

A R

D S

P A

L E

S T

A T

E F

H A

T C

H E

R Y

C O

U N

T Y

W e s t V ir g in ia

D iv is io n o f N a tu ra l R e s o u rc e s

CONSTRUCTION

DOCUMENTS

ROOF TYPE R-1

METAL DECKING (DIRECTION SHOWN

FOR CLARITY); SEE STRUCTURAL

STANDING SEAM METAL ROOF

HIGH TEMP. UNDERLAYMENT; SEE SPEC

METAL TRUSS or RAFTER FRAMING; SEE

STRUCTURAL

REFER TO CEILING TYPES

4" MIN. RIGID INSULATION (POLYISO)

ROOF TYPE R-2

METAL DECKING (DIRECTION

SHOWN FOR CLARITY)

STANDING SEAM METAL ROOF

HIGH TEMP. UNDERLAYMENT; SEE SPEC

EXPOSED, PAINTED HSS FRAMING; SEE

STRUCTURAL

SOFFIT

ROOF TYPE R-3

METAL FRAMING (DIRECTION SHOWN

FOR CLARITY); SEE STRUCTURAL

STANDING SEAM METAL ROOF

HIGH TEMP. UNDERLAYMENT; SEE SPEC

REFER TO CEILING TYPES

METAL FURRING

NON-COMBUSTIBLE ROOF SHEATHING

12 GAUGE

HANGER WIRE

GRID SUSPENSION

SYSTEM

SUSPENDED ACT

CEILING5/8" GWB

HANGER WIRE

15/16"

TRUSS TAILS OR OUTRIGGERS,

REFER TO ARCH DWGS AND STRUCT.

DWGS FOR ADDITIONAL INFO.

FLUSH SOLID METAL SOFFIT

METAL FRAMING AND FURRING AS

REQ. FOR SOFFIT ATTACHMENT;

SEE HEIGHT TO STRUCTURE.

ORIENTATION IS SHOWN FOR

CLARITY

ROOF OR CEILING STRUCTURE.

REFER TO ARCH. DWGS AND STRUCT.

DWGS FOR ADDITIONAL INFO.

CEILING JOISTS.

REFER TO STRUCT.

DIRECT APPLIED METAL

CEILING/SOFFIT PANELS

STEEL TYPE B DECK

CEILING TYPE C-1SOFFIT TYPE S-1 CEILING TYPE C-2 CEILING TYPE C-3

GRID SUSPENSION

SYSTEM, AS

DETERMINED BY GCDIRECT APPLIED METAL

CEILING/SOFFIT PANELS

5/8" GWB

LIGHT GAUGE METAL

FRAMING, AS

DETERMINED BY GC

QUARANTINE ROOMSPRODUCTION AREAS

UNI-STRUT AT 4'-0" O.C. ABOVE

BOTTOM TRUSS CHORD AND

BELOW CEILING PANEL; REFER TO

REFLECTED CEILING PLAN FOR

QUANTITY AND LENGTHS.

PTN

TYPE

WIDTH OF

(STUD/CMU)

DIM

'A'

NOTES

3 5/8" 4 7/8" UL U419, U465

DIMENSIONS

SERIES METAL STUD WITH GWB

6" 7 1/4" UL U419, U465

FIRE

RATING

(IF REQ'D)

NUMBER

(IF REQ'D)

1HR

GWB

BOTH

SIDES

GWB

ONE

SIDE

YES

U.N.O. 5/8" GWB BOTH SIDES; SEE SCHEDULE

METAL STUDS @ 16" OC.; SEE SPECIFICATION.

ACOUSTIC BATT INSULATION

OVERALL

SEE LIFE SAFETY PLAN FOR FIRE

AND SMOKE TIGHT WALL

LOCATIONS

SEE FINISH SCHEDULE

NOTES: 1. REFER TO LIFE SAFETY FOR RATED WALL LOCATIONS

PTN

TYPE

WIDTH OF

(STUD/CMU)

DIM

'A'

NOTES

7 5/8" 7 5/8" -

DIMENSIONS

SERIES MASONRY WITH GWB

7 5/8" 10 3/4"

FIRE

RATING

(IF REQ'D)

NUMBER

(IF REQ'D)

GWB

BOTH

SIDES

GWB

ONE

SIDE

YES

YESNO7 5/8" 13 7/8"

SEE LIFE SAFETY PLAN FOR FIRE

AND SMOKE TIGHT WALL

LOCATIONS

CMU; REFER TO STRUCTURAL FOR REQ'D

REINFORCEMENT

U.N.O. 2 1/2" MTL STUDS 16" OC.;

SEE SPECIFICATION.

U.N.O. 5/8" GWB BOTH SIDES; SEE

SCHEDULE

PTN

TYPE

WIDTH OF

(STUD/CMU)

DIM

'A'

TO FACE

OF INSUL.

NOTES

DIMENSIONS

SERIES MASONRY WITH GWB & EXTERIOR FINISHES

FIRE

RATING

(IF REQ'D)

NUMBER

(IF REQ'D)

GWB

INTERIOR

SIDE

YES

CMU; REFER TO STRUCTURAL FOR REQ'D

REINFORCEMENT

U.N.O. 2 1/2" MTL STUDS 16" OC.; SEE SPECIFICATION

U.N.O. 5/8" GWB ONE SIDE; SEE SCHEDULE

SEE FINISH SCHEDULE

2" CONTINOUS RIGID INSULATION WITH HORIZONTAL

Z-GIRTS, 16 GA. MIN. ; SPACING PER METAL PANEL

ATTACHMENT

SPLITFACE CMU

2" AIR SPACE

FLUID APPLIED WEATHER RESISTIVE BARRIER

GALV. ANCHOR SECURED THROUGH INSUL. TO

CMU

METAL PANEL

SILL

7 5/8" 9 5/8"

7 5/8" 12 3/4"

SECTIONPLANPLAN

NOTES: 1. SPLIT FACE CMU AT THE WASH BUILDING. NOTES:

T B

PTN

TYPE

WIDTH OF

(STUD/CMU)

DIM

'A'

TO FACE

OF INSUL.

NOTES

DIMENSIONS

SERIES METAL STUD WITH GWB & EXTERIOR FINISHES

FIRE

RATING

(IF REQ'D)

NUMBER

(IF REQ'D)

GWB

INTERIOR

SIDE

YES

6" METAL STUD 16"oc.; FILL CAVITY WITH

INSULATION; SEE SCHEDULE

U.N.O. 5/8" GWB ONE SIDE; SEE SCHEDULE

SEE FINISH SCHEDULE

2" CONTINOUS RIGID INSULATION WITH HORIZONTAL

Z-GIRTS, 16 GA. MIN. ; SPACING PER METAL PANEL

ATTACHMENT

SPLITFACE CMU

2" AIR SPACE

WEATHER RESISTIVE BARRIER

GALV. ANCHOR SECURED THROUGH INSUL.

TO STUD

METAL PANEL

SILL

6" 9 1/4"

SECTION

NOTES:

T B

9 1/4"

5/8" EXTERIOR SHEATHING

REFER TO DETAILS FOR COMPLETE

FLASHING

A. FIRE-CAULK AND SEAL ALL PENETRATIONS AT

FIRE RATED WALLS/ SHAFTS

B. PROVIDE FIRE-RATED DAMPERS PER

MECHANICAL DRAWINGS AT ALL RATED

PARTITIONS AS REQUIRED.

C. PROVIDE MOISTURE-RESISTANT GYP. BD. AT ALL

WET AND DAMP LOCATIONS.

D. PROVIDE TILE-BAKER BOARD AT ALL PARTITIONS

SCHEDULED TO RECEIVE TILE FINISHES.

E. SEE LIFE SAFETY PLAN FOR ALL LOCATIONS OF

FIRE RATED AND SMOKE TIGHT WALLS

GENERAL NOTES

FLOOR TYPE F-1

FLOOR FINISH; SEE FINISH SCHEDULE

4" CONCRETE SLAB

VAPOR BARRIER

4" GRAVEL BASE ON COMPACTED SOIL

2" THICK (2' HORIZONTAL & 2' VERTICAL)

RIGID INSULATION AROUND PERIMETER

WWF; SEE STRUCT.

FLOOR TYPE F-2

FLOOR FINISH; SEE FINISH SCHEDULE

6" CONCRETE SLAB

VAPOR BARRIER

4" GRAVEL BASE ON COMPACTED SOIL

2" THICK (2' HORIZONTAL & 2' VERTICAL)

RIGID INSULATION AROUND PERIMETER

WWF; SEE STRUCT.

NOTE: REFER TO PLUMBING PLAN FOR FLOOR DRAINS. ALL FLOORS SHALL SLOPE TO DRAIN.

Scale

Project number

Date

Drawn by

Checked by

P R

O J E

C T

INTENDED DRAWING USE:

SCALE REFERS TO 24" X 36" PAPER SIZE

As indicated

G040

20047

4/25/2022

RB, MB

H A

T C

H E

R Y

B U

U S

S E

L R

E A

G F

A C

P A

R T

N T

Y P

E S

A N

D D

E T

P A

L E

S T

A T

E F

H A

T C

H E

R Y

C O

U N

T Y

W e s t V ir g in ia

D iv is io n o f N a tu ra l R e s o u rc e s

CONSTRUCTION

DOCUMENTS

1 1/2" = 1'-0"

ROOF TYPES

3" = 1'-0"

CEILING/SOFFIT TYPES

1 1/2" = 1'-0"

FLOOR TYPES

E E

R S

A N

D E

N V

N M

E N

T A

L C

O N

S U

N T

AutoCAD SHX Text

FISH HATCHERY ROAD ROUTE 35/2

AutoCAD SHX Text

EXISTING RESERVOIR

AutoCAD SHX Text

EXISTING 6" C900 PVC WATERLINE

AutoCAD SHX Text

APPROXIMATE TOP OF EXISTING POND

AutoCAD SHX Text

EXISTING CONCRETE STRUCTURE AND PIPING

AutoCAD SHX Text

TEL

AutoCAD SHX Text

TEL

AutoCAD SHX Text

CONTROL POINT #2 LOCATED 567.60' N 200452.0977 E 1428932.1493

AutoCAD SHX Text

APPROXIMATE TOP OF EXISTING POND, ELEV. 670' +/-

AutoCAD SHX Text

EXISTING 30' R/W

AutoCAD SHX Text B-2

AutoCAD SHX Text B-1

AutoCAD SHX Text B-3

AutoCAD SHX Text B-4

AutoCAD SHX Text B-5

AutoCAD SHX Text B-6

AutoCAD SHX Text B-7

AutoCAD SHX Text

FLAG POLE W/CONCRETE PAD

AutoCAD SHX Text

EXISTING POND

AutoCAD SHX Text

APPROXIMATE FLOODPLAIN LIMIT (ZONE A) FROM FIRM PANEL 54105C0092C.

AutoCAD SHX Text

ELE

AutoCAD SHX Text

EXISTING POND

AutoCAD SHX Text

EXISTING POND

AutoCAD SHX Text

EXISTING 8" GRAVITY WATER SUPPLY FROM RESERVOIR

AutoCAD SHX Text EXISTING WATER LINE IS BELIEVED TO BE METAL UNDER RESERVOIR EMBANKMENT AND TO BOTTOM OF RESERVOIR

AutoCAD SHX Text

EXISTING 6" METAL PIPE FOR RESERVOIR FILL LINE

AutoCAD SHX Text

APPROXIMATE LOCATION OF EXISTING 4" METAL PIPE

AutoCAD SHX Text

APPROXIMATE LOCATION OF EXISTING UNDERGROUND ELECTRIC FOR POND AERATORS

AutoCAD SHX Text

APPROXIMATE LOCATION OF EXISTING 6" METAL PIPE

AutoCAD SHX Text

APPROXIMATE LOCATION OF EXISTING 4" METAL PIPE

AutoCAD SHX Text

EXISTING POND DRAIN PIPE

AutoCAD SHX Text

EXISTING 4" PVC WATER FILL PIPE

AutoCAD SHX Text

EXISTING FRONTIER COMMUNICATIONS UNDERGROUND TELEPHONE

AutoCAD SHX Text

APPROXIMATE LOCATION OF EXISTING 8" SCH. 40 PVC WATER, RELOCATE AND REMOVE

AutoCAD SHX Text

EXISTING VALVE

AutoCAD SHX Text

EXISTING POND DISCHARGE STRUCTURE

AutoCAD SHX Text

APPROXIMATE LOCATION OF EXISTING METAL PIPE

AutoCAD SHX Text

EXISTING CONCRETE BLOCKS

AutoCAD SHX Text

EXISTING POND

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

SYMBOL

AutoCAD SHX Text

EXISTING CONTOUR (MAJOR)

AutoCAD SHX Text

EXISTING CONTOUR (MINOR)

AutoCAD SHX Text

EXISTING STREAM OR POND

AutoCAD SHX Text

EXISTING EDGE OF PAVEMENT

AutoCAD SHX Text

EXISTING TREE LINE

AutoCAD SHX Text

EXISTING WATER LINE

AutoCAD SHX Text

EXISTING DITCH

AutoCAD SHX Text

EXISTING SURVEY CONTROL POINT

AutoCAD SHX Text

EXISTING WATER METER

AutoCAD SHX Text

EXISTING TELEPHONE BOX

AutoCAD SHX Text

TEL

AutoCAD SHX Text

EXISTING 100 YR FLOOD ZONE

AutoCAD SHX Text B-7

AutoCAD SHX Text

SOIL BORING

AutoCAD SHX Text

EXISTING UNDERGROUND TELEPHONE

AutoCAD SHX Text

ELE

AutoCAD SHX Text

EXISTING UNDERGROUND ELECTRIC LINE

AutoCAD SHX Text

EXISTING STORM WATER PIPE

AutoCAD SHX Text

EXISTING WATER VALVE

AutoCAD SHX Text

EXISTING ELECTRIC BOX OR PEDESTAL

AutoCAD SHX Text

POTESTA & ASSOCIATES, INC.

AutoCAD SHX Text

MAPPING REFERENCE:

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text Project No.

AutoCAD SHX Text Date:

AutoCAD SHX Text Scale:

AutoCAD SHX Text Drawn

AutoCAD SHX Text Checked

AutoCAD SHX Text Approved

AutoCAD SHX Text CAD File No.

AutoCAD SHX Text Revision

AutoCAD SHX Text Date

AutoCAD SHX Text No.

AutoCAD SHX Text

TEL: (304) 342-1400 FAX: (304) 343-9031

AutoCAD SHX Text 7012 MacCorkle Avenue SE, Charleston, WV 25304

AutoCAD SHX Text E-Mail Address: potesta@potesta.com

AutoCAD SHX Text Eng.

AutoCAD SHX Text

AutoCAD SHX Text C-1

AutoCAD SHX Text

CONSTRUCTION DOCUMENTS

AutoCAD SHX Text

ISSUE DATE 4/25/2022

AutoCAD SHX Text 1"=30'

AutoCAD SHX Text 20-0085

AutoCAD SHX Text

MAY 2022

AutoCAD SHX Text

DMK

AutoCAD SHX Text

DMK

AutoCAD SHX Text

MBS

AutoCAD SHX Text

*_DESIGN

AutoCAD SHX Text Client

AutoCAD SHX Text Title

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text BASE TOPOGRAPHIC MAPPING DEVELOPED FROM FIELD SURVEY COMPLETED BY POTESTA & ASSOCIATES, INC. ON DECEMBER 14, 2020 AND FEBRUARY 19, 2021.

AutoCAD SHX Text EXISTING CONDITIONS PALESTINE STATE FISH HATCHERY HATCHERY BUILDING AND MUSSEL REARING FACILITY

AutoCAD SHX Text WEST VIRGINIA DIVISION OF NATURAL RESOURCES 324 FOURTH AVENUE SOUTH CHARLESTON, WV 25303

E E

R S

A N

D E

N V

N M

E N

T A

L C

O N

S U

N T

AutoCAD SHX Text

FISH HATCHERY ROAD ROUTE 35/2

AutoCAD SHX Text

EXISTING RESERVOIR

AutoCAD SHX Text

EXISTING 6" C900 PVC WATERLINE

AutoCAD SHX Text

APPROXIMATE TOP OF EXISTING POND

AutoCAD SHX Text

EXISTING CONCRETE STRUCTURE AND PIPING

AutoCAD SHX Text

TEL

AutoCAD SHX Text

APPROXIMATE TOP OF EXISTING POND, ELEV. 670' +/-

AutoCAD SHX Text

EXISTING 30' R/W

AutoCAD SHX Text

FLAG POLE W/CONCRETE PAD

AutoCAD SHX Text

APPROXIMATE FLOODPLAIN LIMIT (ZONE A) FROM FIRM PANEL 54105C0092C.

AutoCAD SHX Text

ELE

AutoCAD SHX Text

EXISTING POND

AutoCAD SHX Text

EXISTING POND

AutoCAD SHX Text

EXISTING 8" GRAVITY WATER SUPPLY FROM RESERVOIR

AutoCAD SHX Text EXISTING WATER LINE IS BELIEVED TO BE METAL UNDER RESERVOIR EMBANKMENT AND TO BOTTOM OF RESERVOIR

AutoCAD SHX Text

EXISTING 6" METAL PIPE FOR RESERVOIR FILL LINE

AutoCAD SHX Text

APPROXIMATE LOCATION OF EXISTING 4" METAL PIPE

AutoCAD SHX Text

APPROXIMATE LOCATION OF EXISTING UNDERGROUND ELECTRIC FOR POND AERATORS

AutoCAD SHX Text

APPROXIMATE LOCATION OF EXISTING 6" METAL PIPE

AutoCAD SHX Text

APPROXIMATE LOCATION OF EXISTING 4" METAL PIPE

AutoCAD SHX Text

EXISTING POND DRAIN PIPE

AutoCAD SHX Text

EXISTING 4" PVC WATER FILL PIPE

AutoCAD SHX Text

EXISTING FRONTIER COMMUNICATIONS UNDERGROUND TELEPHONE

AutoCAD SHX Text

APPROXIMATE LOCATION OF EXISTING 8" SCH. 40 PVC WATER, RELOCATE AND REMOVE

AutoCAD SHX Text

EXISTING VALVE

AutoCAD SHX Text

EXISTING POND DISCHARGE STRUCTURE

AutoCAD SHX Text

APPROXIMATE LOCATION OF EXISTING METAL PIPE

AutoCAD SHX Text

EXISTING CONCRETE BLOCKS

AutoCAD SHX Text

EXISTING POND

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

SYMBOL

AutoCAD SHX Text

PROPOSED CONTOUR (MAJOR)

AutoCAD SHX Text

PROPOSED CONTOUR (MINOR)

AutoCAD SHX Text

PROPOSED STONE SURFACING

AutoCAD SHX Text

PROPOSED CONCRETE SIDEWALK

AutoCAD SHX Text

EXISTING CONTOUR (MAJOR)

AutoCAD SHX Text

EXISTING CONTOUR (MINOR)

AutoCAD SHX Text

EXISTING STREAM OR POND

AutoCAD SHX Text

EXISTING EDGE OF PAVEMENT

AutoCAD SHX Text

EXISTING TREE LINE

AutoCAD SHX Text

EXISTING WATER LINE

AutoCAD SHX Text

EXISTING DITCH

AutoCAD SHX Text

EXISTING SURVEY CONTROL POINT

AutoCAD SHX Text

EXISTING WATER METER

AutoCAD SHX Text

EXISTING TELEPHONE BOX

AutoCAD SHX Text

TEL

AutoCAD SHX Text

EXISTING 100 YR FLOOD ZONE

AutoCAD SHX Text

EXISTING UNDERGROUND TELEPHONE

AutoCAD SHX Text

ELE

AutoCAD SHX Text

EXISTING UNDERGROUND ELECTRIC LINE

AutoCAD SHX Text

EXISTING STORM WATER PIPE

AutoCAD SHX Text

EXISTING WATER VALVE

AutoCAD SHX Text

EXISTING ELECTRIC BOX OR PEDESTAL

AutoCAD SHX Text

PROPOSED CONCRETE PAVEMENT

AutoCAD SHX Text

PROPOSED POND ANCHOR TRENCH

AutoCAD SHX Text

PROPOSED PERFORATED UNDERDRAIN

AutoCAD SHX Text

PROPOSED SOLID HDPE OR PVC PIPE

AutoCAD SHX Text

PROPOSED WATER LINE

AutoCAD SHX Text

PROPOSED WATER METER

AutoCAD SHX Text

PROPOSED WATER VALVE

AutoCAD SHX Text

PROPOSED DIVERSION DITCH

AutoCAD SHX Text

PROPOSED SANITARY SEWER

AutoCAD SHX Text

PROPOSED SILT FENCE

AutoCAD SHX Text

PROPOSED LIMITS OF DISTURBANCE

AutoCAD SHX Text

STABILIZED CONSTRUCTION ENTRANCE

AutoCAD SHX Text

POTESTA & ASSOCIATES, INC.

AutoCAD SHX Text

MAPPING REFERENCE:

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text Project No.

AutoCAD SHX Text Date:

AutoCAD SHX Text Scale:

AutoCAD SHX Text Drawn

AutoCAD SHX Text Checked

AutoCAD SHX Text Approved

AutoCAD SHX Text CAD File No.

AutoCAD SHX Text Revision

AutoCAD SHX Text Date

AutoCAD SHX Text No.

AutoCAD SHX Text

TEL: (304) 342-1400 FAX: (304) 343-9031

AutoCAD SHX Text 7012 MacCorkle Avenue SE, Charleston, WV 25304

AutoCAD SHX Text E-Mail Address: potesta@potesta.com

AutoCAD SHX Text Eng.

AutoCAD SHX Text

AutoCAD SHX Text C-2

AutoCAD SHX Text

CONSTRUCTION DOCUMENTS

AutoCAD SHX Text

ISSUE DATE 4/25/2022

AutoCAD SHX Text 1"=30'

AutoCAD SHX Text 20-0085

AutoCAD SHX Text

APRIL 2022

AutoCAD SHX Text

DMK

AutoCAD SHX Text

DMK

AutoCAD SHX Text

MBS

AutoCAD SHX Text

*_DESIGN

AutoCAD SHX Text Client

AutoCAD SHX Text Title

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text BASE TOPOGRAPHIC MAPPING DEVELOPED FROM FIELD SURVEY COMPLETED BY POTESTA & ASSOCIATES, INC. ON DECEMBER 14th, 2020.

AutoCAD SHX Text OVERALL SITE PLAN PALESTINE STATE FISH HATCHERY HATCHERY BUILDING AND MUSSEL REARING FACILITY

AutoCAD SHX Text WEST VIRGINIA DIVISION OF NATURAL RESOURCES 324 FOURTH AVENUE SOUTH CHARLESTON, WV 25303

AutoCAD SHX Text

PROPOSED 24" CPP, SEE PROFILE ON DWG. C-13

AutoCAD SHX Text

PROPOSED 2" DIA. PVC SDR 13.5 WATERLINE

AutoCAD SHX Text

EDGE OF STONE SURFACE

AutoCAD SHX Text

EDGE OF STONE SURFACE

AutoCAD SHX Text NOTES: 1. ELEVATIONS AND CONTOURS REPRESENT FINAL GRADES OR SURFACES FOR PROPOSED SIDEWALKS, STONE SURFACING, PAVEMENT, AND ELEVATIONS AND CONTOURS REPRESENT FINAL GRADES OR SURFACES FOR PROPOSED SIDEWALKS, STONE SURFACING, PAVEMENT, AND AND CONTOURS REPRESENT FINAL GRADES OR SURFACES FOR PROPOSED SIDEWALKS, STONE SURFACING, PAVEMENT, AND AND CONTOURS REPRESENT FINAL GRADES OR SURFACES FOR PROPOSED SIDEWALKS, STONE SURFACING, PAVEMENT, AND CONTOURS REPRESENT FINAL GRADES OR SURFACES FOR PROPOSED SIDEWALKS, STONE SURFACING, PAVEMENT, AND CONTOURS REPRESENT FINAL GRADES OR SURFACES FOR PROPOSED SIDEWALKS, STONE SURFACING, PAVEMENT, AND REPRESENT FINAL GRADES OR SURFACES FOR PROPOSED SIDEWALKS, STONE SURFACING, PAVEMENT, AND REPRESENT FINAL GRADES OR SURFACES FOR PROPOSED SIDEWALKS, STONE SURFACING, PAVEMENT, AND FINAL GRADES OR SURFACES FOR PROPOSED SIDEWALKS, STONE SURFACING, PAVEMENT, AND FINAL GRADES OR SURFACES FOR PROPOSED SIDEWALKS, STONE SURFACING, PAVEMENT, AND GRADES OR SURFACES FOR PROPOSED SIDEWALKS, STONE SURFACING, PAVEMENT, AND GRADES OR SURFACES FOR PROPOSED SIDEWALKS, STONE SURFACING, PAVEMENT, AND OR SURFACES FOR PROPOSED SIDEWALKS, STONE SURFACING, PAVEMENT, AND OR SURFACES FOR PROPOSED SIDEWALKS, STONE SURFACING, PAVEMENT, AND SURFACES FOR PROPOSED SIDEWALKS, STONE SURFACING, PAVEMENT, AND SURFACES FOR PROPOSED SIDEWALKS, STONE SURFACING, PAVEMENT, AND FOR PROPOSED SIDEWALKS, STONE SURFACING, PAVEMENT, AND FOR PROPOSED SIDEWALKS, STONE SURFACING, PAVEMENT, AND PROPOSED SIDEWALKS, STONE SURFACING, PAVEMENT, AND PROPOSED SIDEWALKS, STONE SURFACING, PAVEMENT, AND SIDEWALKS, STONE SURFACING, PAVEMENT, AND SIDEWALKS, STONE SURFACING, PAVEMENT, AND STONE SURFACING, PAVEMENT, AND STONE SURFACING, PAVEMENT, AND SURFACING, PAVEMENT, AND SURFACING, PAVEMENT, AND PAVEMENT, AND PAVEMENT, AND AND AND VEGETATED AREAS. 2. EXCAVATION SHALL BE REQUIRED TO ACHIEVE THE SUBGRADE ELEVATIONS AT THE BUILDING PAD AND IN THE SURROUNDING AREAS. FILL EXCAVATION SHALL BE REQUIRED TO ACHIEVE THE SUBGRADE ELEVATIONS AT THE BUILDING PAD AND IN THE SURROUNDING AREAS. FILL SHALL BE REQUIRED TO ACHIEVE THE SUBGRADE ELEVATIONS AT THE BUILDING PAD AND IN THE SURROUNDING AREAS. FILL SHALL BE REQUIRED TO ACHIEVE THE SUBGRADE ELEVATIONS AT THE BUILDING PAD AND IN THE SURROUNDING AREAS. FILL BE REQUIRED TO ACHIEVE THE SUBGRADE ELEVATIONS AT THE BUILDING PAD AND IN THE SURROUNDING AREAS. FILL BE REQUIRED TO ACHIEVE THE SUBGRADE ELEVATIONS AT THE BUILDING PAD AND IN THE SURROUNDING AREAS. FILL REQUIRED TO ACHIEVE THE SUBGRADE ELEVATIONS AT THE BUILDING PAD AND IN THE SURROUNDING AREAS. FILL REQUIRED TO ACHIEVE THE SUBGRADE ELEVATIONS AT THE BUILDING PAD AND IN THE SURROUNDING AREAS. FILL TO ACHIEVE THE SUBGRADE ELEVATIONS AT THE BUILDING PAD AND IN THE SURROUNDING AREAS. FILL TO ACHIEVE THE SUBGRADE ELEVATIONS AT THE BUILDING PAD AND IN THE SURROUNDING AREAS. FILL ACHIEVE THE SUBGRADE ELEVATIONS AT THE BUILDING PAD AND IN THE SURROUNDING AREAS. FILL ACHIEVE THE SUBGRADE ELEVATIONS AT THE BUILDING PAD AND IN THE SURROUNDING AREAS. FILL THE SUBGRADE ELEVATIONS AT THE BUILDING PAD AND IN THE SURROUNDING AREAS. FILL THE SUBGRADE ELEVATIONS AT THE BUILDING PAD AND IN THE SURROUNDING AREAS. FILL SUBGRADE ELEVATIONS AT THE BUILDING PAD AND IN THE SURROUNDING AREAS. FILL SUBGRADE ELEVATIONS AT THE BUILDING PAD AND IN THE SURROUNDING AREAS. FILL ELEVATIONS AT THE BUILDING PAD AND IN THE SURROUNDING AREAS. FILL ELEVATIONS AT THE BUILDING PAD AND IN THE SURROUNDING AREAS. FILL AT THE BUILDING PAD AND IN THE SURROUNDING AREAS. FILL AT THE BUILDING PAD AND IN THE SURROUNDING AREAS. FILL THE BUILDING PAD AND IN THE SURROUNDING AREAS. FILL THE BUILDING PAD AND IN THE SURROUNDING AREAS. FILL BUILDING PAD AND IN THE SURROUNDING AREAS. FILL BUILDING PAD AND IN THE SURROUNDING AREAS. FILL PAD AND IN THE SURROUNDING AREAS. FILL PAD AND IN THE SURROUNDING AREAS. FILL AND IN THE SURROUNDING AREAS. FILL AND IN THE SURROUNDING AREAS. FILL IN THE SURROUNDING AREAS. FILL IN THE SURROUNDING AREAS. FILL THE SURROUNDING AREAS. FILL THE SURROUNDING AREAS. FILL SURROUNDING AREAS. FILL SURROUNDING AREAS. FILL AREAS. FILL AREAS. FILL FILL FILL FILL SHALL BE REQUIRED TO ACHIEVE THE SUBGRADE ELEVATIONS IN THE AREA NORTH OF THE PROPOSED BUILDING INCLUDING THE ACCESS BE REQUIRED TO ACHIEVE THE SUBGRADE ELEVATIONS IN THE AREA NORTH OF THE PROPOSED BUILDING INCLUDING THE ACCESS BE REQUIRED TO ACHIEVE THE SUBGRADE ELEVATIONS IN THE AREA NORTH OF THE PROPOSED BUILDING INCLUDING THE ACCESS REQUIRED TO ACHIEVE THE SUBGRADE ELEVATIONS IN THE AREA NORTH OF THE PROPOSED BUILDING INCLUDING THE ACCESS REQUIRED TO ACHIEVE THE SUBGRADE ELEVATIONS IN THE AREA NORTH OF THE PROPOSED BUILDING INCLUDING THE ACCESS TO ACHIEVE THE SUBGRADE ELEVATIONS IN THE AREA NORTH OF THE PROPOSED BUILDING INCLUDING THE ACCESS TO ACHIEVE THE SUBGRADE ELEVATIONS IN THE AREA NORTH OF THE PROPOSED BUILDING INCLUDING THE ACCESS ACHIEVE THE SUBGRADE ELEVATIONS IN THE AREA NORTH OF THE PROPOSED BUILDING INCLUDING THE ACCESS ACHIEVE THE SUBGRADE ELEVATIONS IN THE AREA NORTH OF THE PROPOSED BUILDING INCLUDING THE ACCESS THE SUBGRADE ELEVATIONS IN THE AREA NORTH OF THE PROPOSED BUILDING INCLUDING THE ACCESS THE SUBGRADE ELEVATIONS IN THE AREA NORTH OF THE PROPOSED BUILDING INCLUDING THE ACCESS SUBGRADE ELEVATIONS IN THE AREA NORTH OF THE PROPOSED BUILDING INCLUDING THE ACCESS SUBGRADE ELEVATIONS IN THE AREA NORTH OF THE PROPOSED BUILDING INCLUDING THE ACCESS ELEVATIONS IN THE AREA NORTH OF THE PROPOSED BUILDING INCLUDING THE ACCESS ELEVATIONS IN THE AREA NORTH OF THE PROPOSED BUILDING INCLUDING THE ACCESS IN THE AREA NORTH OF THE PROPOSED BUILDING INCLUDING THE ACCESS IN THE AREA NORTH OF THE PROPOSED BUILDING INCLUDING THE ACCESS THE AREA NORTH OF THE PROPOSED BUILDING INCLUDING THE ACCESS THE AREA NORTH OF THE PROPOSED BUILDING INCLUDING THE ACCESS AREA NORTH OF THE PROPOSED BUILDING INCLUDING THE ACCESS AREA NORTH OF THE PROPOSED BUILDING INCLUDING THE ACCESS NORTH OF THE PROPOSED BUILDING INCLUDING THE ACCESS NORTH OF THE PROPOSED BUILDING INCLUDING THE ACCESS OF THE PROPOSED BUILDING INCLUDING THE ACCESS OF THE PROPOSED BUILDING INCLUDING THE ACCESS THE PROPOSED BUILDING INCLUDING THE ACCESS THE PROPOSED BUILDING INCLUDING THE ACCESS PROPOSED BUILDING INCLUDING THE ACCESS PROPOSED BUILDING INCLUDING THE ACCESS BUILDING INCLUDING THE ACCESS BUILDING INCLUDING THE ACCESS INCLUDING THE ACCESS INCLUDING THE ACCESS THE ACCESS THE ACCESS ACCESS ACCESS AND PARKING AREAS. AREAS TO RECEIVE FILL SHALL BE PREPARED BY FIRST COMPLETELY REMOVING VEGETATION (CLEARING AND PARKING AREAS. AREAS TO RECEIVE FILL SHALL BE PREPARED BY FIRST COMPLETELY REMOVING VEGETATION (CLEARING AND PARKING AREAS. AREAS TO RECEIVE FILL SHALL BE PREPARED BY FIRST COMPLETELY REMOVING VEGETATION (CLEARING AND AREAS. AREAS TO RECEIVE FILL SHALL BE PREPARED BY FIRST COMPLETELY REMOVING VEGETATION (CLEARING AND AREAS. AREAS TO RECEIVE FILL SHALL BE PREPARED BY FIRST COMPLETELY REMOVING VEGETATION (CLEARING AND AREAS TO RECEIVE FILL SHALL BE PREPARED BY FIRST COMPLETELY REMOVING VEGETATION (CLEARING AND AREAS TO RECEIVE FILL SHALL BE PREPARED BY FIRST COMPLETELY REMOVING VEGETATION (CLEARING AND TO RECEIVE FILL SHALL BE PREPARED BY FIRST COMPLETELY REMOVING VEGETATION (CLEARING AND TO RECEIVE FILL SHALL BE PREPARED BY FIRST COMPLETELY REMOVING VEGETATION (CLEARING AND RECEIVE FILL SHALL BE PREPARED BY FIRST COMPLETELY REMOVING VEGETATION (CLEARING AND RECEIVE FILL SHALL BE PREPARED BY FIRST COMPLETELY REMOVING VEGETATION (CLEARING AND FILL SHALL BE PREPARED BY FIRST COMPLETELY REMOVING VEGETATION (CLEARING AND FILL SHALL BE PREPARED BY FIRST COMPLETELY REMOVING VEGETATION (CLEARING AND SHALL BE PREPARED BY FIRST COMPLETELY REMOVING VEGETATION (CLEARING AND SHALL BE PREPARED BY FIRST COMPLETELY REMOVING VEGETATION (CLEARING AND BE PREPARED BY FIRST COMPLETELY REMOVING VEGETATION (CLEARING AND BE PREPARED BY FIRST COMPLETELY REMOVING VEGETATION (CLEARING AND PREPARED BY FIRST COMPLETELY REMOVING VEGETATION (CLEARING AND PREPARED BY FIRST COMPLETELY REMOVING VEGETATION (CLEARING AND BY FIRST COMPLETELY REMOVING VEGETATION (CLEARING AND BY FIRST COMPLETELY REMOVING VEGETATION (CLEARING AND FIRST COMPLETELY REMOVING VEGETATION (CLEARING AND FIRST COMPLETELY REMOVING VEGETATION (CLEARING AND COMPLETELY REMOVING VEGETATION (CLEARING AND COMPLETELY REMOVING VEGETATION (CLEARING AND REMOVING VEGETATION (CLEARING AND REMOVING VEGETATION (CLEARING AND VEGETATION (CLEARING AND VEGETATION (CLEARING AND (CLEARING AND (CLEARING AND AND AND GRUBBING), COMPLETELY REMOVING TOPSOIL AND ORGANIC MATERIALS, AND SCARIFYING THE UPPER 12 INCHES OF EXPOSED SUBGRADE COMPLETELY REMOVING TOPSOIL AND ORGANIC MATERIALS, AND SCARIFYING THE UPPER 12 INCHES OF EXPOSED SUBGRADE COMPLETELY REMOVING TOPSOIL AND ORGANIC MATERIALS, AND SCARIFYING THE UPPER 12 INCHES OF EXPOSED SUBGRADE REMOVING TOPSOIL AND ORGANIC MATERIALS, AND SCARIFYING THE UPPER 12 INCHES OF EXPOSED SUBGRADE REMOVING TOPSOIL AND ORGANIC MATERIALS, AND SCARIFYING THE UPPER 12 INCHES OF EXPOSED SUBGRADE TOPSOIL AND ORGANIC MATERIALS, AND SCARIFYING THE UPPER 12 INCHES OF EXPOSED SUBGRADE TOPSOIL AND ORGANIC MATERIALS, AND SCARIFYING THE UPPER 12 INCHES OF EXPOSED SUBGRADE AND ORGANIC MATERIALS, AND SCARIFYING THE UPPER 12 INCHES OF EXPOSED SUBGRADE AND ORGANIC MATERIALS, AND SCARIFYING THE UPPER 12 INCHES OF EXPOSED SUBGRADE ORGANIC MATERIALS, AND SCARIFYING THE UPPER 12 INCHES OF EXPOSED SUBGRADE ORGANIC MATERIALS, AND SCARIFYING THE UPPER 12 INCHES OF EXPOSED SUBGRADE MATERIALS, AND SCARIFYING THE UPPER 12 INCHES OF EXPOSED SUBGRADE MATERIALS, AND SCARIFYING THE UPPER 12 INCHES OF EXPOSED SUBGRADE AND SCARIFYING THE UPPER 12 INCHES OF EXPOSED SUBGRADE AND SCARIFYING THE UPPER 12 INCHES OF EXPOSED SUBGRADE SCARIFYING THE UPPER 12 INCHES OF EXPOSED SUBGRADE SCARIFYING THE UPPER 12 INCHES OF EXPOSED SUBGRADE THE UPPER 12 INCHES OF EXPOSED SUBGRADE THE UPPER 12 INCHES OF EXPOSED SUBGRADE UPPER 12 INCHES OF EXPOSED SUBGRADE UPPER 12 INCHES OF EXPOSED SUBGRADE 12 INCHES OF EXPOSED SUBGRADE 12 INCHES OF EXPOSED SUBGRADE INCHES OF EXPOSED SUBGRADE INCHES OF EXPOSED SUBGRADE OF EXPOSED SUBGRADE OF EXPOSED SUBGRADE EXPOSED SUBGRADE EXPOSED SUBGRADE SUBGRADE SUBGRADE FOLLOWED BY AERATION AND RECOMPACTION. THE SCARIFIED AND RECOMPACTED AREAS SHOULD THEN BE PROOFROLLED USING A BY AERATION AND RECOMPACTION. THE SCARIFIED AND RECOMPACTED AREAS SHOULD THEN BE PROOFROLLED USING A BY AERATION AND RECOMPACTION. THE SCARIFIED AND RECOMPACTED AREAS SHOULD THEN BE PROOFROLLED USING A AERATION AND RECOMPACTION. THE SCARIFIED AND RECOMPACTED AREAS SHOULD THEN BE PROOFROLLED USING A AERATION AND RECOMPACTION. THE SCARIFIED AND RECOMPACTED AREAS SHOULD THEN BE PROOFROLLED USING A AND RECOMPACTION. THE SCARIFIED AND RECOMPACTED AREAS SHOULD THEN BE PROOFROLLED USING A AND RECOMPACTION. THE SCARIFIED AND RECOMPACTED AREAS SHOULD THEN BE PROOFROLLED USING A RECOMPACTION. THE SCARIFIED AND RECOMPACTED AREAS SHOULD THEN BE PROOFROLLED USING A RECOMPACTION. THE SCARIFIED AND RECOMPACTED AREAS SHOULD THEN BE PROOFROLLED USING A THE SCARIFIED AND RECOMPACTED AREAS SHOULD THEN BE PROOFROLLED USING A THE SCARIFIED AND RECOMPACTED AREAS SHOULD THEN BE PROOFROLLED USING A THE SCARIFIED AND RECOMPACTED AREAS SHOULD THEN BE PROOFROLLED USING A SCARIFIED AND RECOMPACTED AREAS SHOULD THEN BE PROOFROLLED USING A SCARIFIED AND RECOMPACTED AREAS SHOULD THEN BE PROOFROLLED USING A AND RECOMPACTED AREAS SHOULD THEN BE PROOFROLLED USING A AND RECOMPACTED AREAS SHOULD THEN BE PROOFROLLED USING A RECOMPACTED AREAS SHOULD THEN BE PROOFROLLED USING A RECOMPACTED AREAS SHOULD THEN BE PROOFROLLED USING A AREAS SHOULD THEN BE PROOFROLLED USING A AREAS SHOULD THEN BE PROOFROLLED USING A SHOULD THEN BE PROOFROLLED USING A SHOULD THEN BE PROOFROLLED USING A THEN BE PROOFROLLED USING A THEN BE PROOFROLLED USING A BE PROOFROLLED USING A BE PROOFROLLED USING A PROOFROLLED USING A PROOFROLLED USING A USING A USING A A A 10-TON ROLLER. SOIL WHICH EXHIBITS EXCESSIVE PUMPING OR FAILS TO ACHIEVE COMPACTION CRITERIA SHOULD BE EXCAVATED AND ROLLER. SOIL WHICH EXHIBITS EXCESSIVE PUMPING OR FAILS TO ACHIEVE COMPACTION CRITERIA SHOULD BE EXCAVATED AND ROLLER. SOIL WHICH EXHIBITS EXCESSIVE PUMPING OR FAILS TO ACHIEVE COMPACTION CRITERIA SHOULD BE EXCAVATED AND SOIL WHICH EXHIBITS EXCESSIVE PUMPING OR FAILS TO ACHIEVE COMPACTION CRITERIA SHOULD BE EXCAVATED AND SOIL WHICH EXHIBITS EXCESSIVE PUMPING OR FAILS TO ACHIEVE COMPACTION CRITERIA SHOULD BE EXCAVATED AND WHICH EXHIBITS EXCESSIVE PUMPING OR FAILS TO ACHIEVE COMPACTION CRITERIA SHOULD BE EXCAVATED AND WHICH EXHIBITS EXCESSIVE PUMPING OR FAILS TO ACHIEVE COMPACTION CRITERIA SHOULD BE EXCAVATED AND EXHIBITS EXCESSIVE PUMPING OR FAILS TO ACHIEVE COMPACTION CRITERIA SHOULD BE EXCAVATED AND EXHIBITS EXCESSIVE PUMPING OR FAILS TO ACHIEVE COMPACTION CRITERIA SHOULD BE EXCAVATED AND EXCESSIVE PUMPING OR FAILS TO ACHIEVE COMPACTION CRITERIA SHOULD BE EXCAVATED AND EXCESSIVE PUMPING OR FAILS TO ACHIEVE COMPACTION CRITERIA SHOULD BE EXCAVATED AND PUMPING OR FAILS TO ACHIEVE COMPACTION CRITERIA SHOULD BE EXCAVATED AND PUMPING OR FAILS TO ACHIEVE COMPACTION CRITERIA SHOULD BE EXCAVATED AND OR FAILS TO ACHIEVE COMPACTION CRITERIA SHOULD BE EXCAVATED AND OR FAILS TO ACHIEVE COMPACTION CRITERIA SHOULD BE EXCAVATED AND FAILS TO ACHIEVE COMPACTION CRITERIA SHOULD BE EXCAVATED AND FAILS TO ACHIEVE COMPACTION CRITERIA SHOULD BE EXCAVATED AND TO ACHIEVE COMPACTION CRITERIA SHOULD BE EXCAVATED AND TO ACHIEVE COMPACTION CRITERIA SHOULD BE EXCAVATED AND ACHIEVE COMPACTION CRITERIA SHOULD BE EXCAVATED AND ACHIEVE COMPACTION CRITERIA SHOULD BE EXCAVATED AND COMPACTION CRITERIA SHOULD BE EXCAVATED AND COMPACTION CRITERIA SHOULD BE EXCAVATED AND CRITERIA SHOULD BE EXCAVATED AND CRITERIA SHOULD BE EXCAVATED AND SHOULD BE EXCAVATED AND SHOULD BE EXCAVATED AND BE EXCAVATED AND BE EXCAVATED AND EXCAVATED AND EXCAVATED AND AND AND REMOVED. PROOFROLLING SHALL INCLUDE FOUR PASSES ACROSS THE ENTIRE SITE BY THE PROOFROLLING EQUIPMENT, IN EACH OF TWO PROOFROLLING SHALL INCLUDE FOUR PASSES ACROSS THE ENTIRE SITE BY THE PROOFROLLING EQUIPMENT, IN EACH OF TWO PROOFROLLING SHALL INCLUDE FOUR PASSES ACROSS THE ENTIRE SITE BY THE PROOFROLLING EQUIPMENT, IN EACH OF TWO SHALL INCLUDE FOUR PASSES ACROSS THE ENTIRE SITE BY THE PROOFROLLING EQUIPMENT, IN EACH OF TWO SHALL INCLUDE FOUR PASSES ACROSS THE ENTIRE SITE BY THE PROOFROLLING EQUIPMENT, IN EACH OF TWO INCLUDE FOUR PASSES ACROSS THE ENTIRE SITE BY THE PROOFROLLING EQUIPMENT, IN EACH OF TWO INCLUDE FOUR PASSES ACROSS THE ENTIRE SITE BY THE PROOFROLLING EQUIPMENT, IN EACH OF TWO FOUR PASSES ACROSS THE ENTIRE SITE BY THE PROOFROLLING EQUIPMENT, IN EACH OF TWO FOUR PASSES ACROSS THE ENTIRE SITE BY THE PROOFROLLING EQUIPMENT, IN EACH OF TWO PASSES ACROSS THE ENTIRE SITE BY THE PROOFROLLING EQUIPMENT, IN EACH OF TWO PASSES ACROSS THE ENTIRE SITE BY THE PROOFROLLING EQUIPMENT, IN EACH OF TWO ACROSS THE ENTIRE SITE BY THE PROOFROLLING EQUIPMENT, IN EACH OF TWO ACROSS THE ENTIRE SITE BY THE PROOFROLLING EQUIPMENT, IN EACH OF TWO THE ENTIRE SITE BY THE PROOFROLLING EQUIPMENT, IN EACH OF TWO THE ENTIRE SITE BY THE PROOFROLLING EQUIPMENT, IN EACH OF TWO ENTIRE SITE BY THE PROOFROLLING EQUIPMENT, IN EACH OF TWO ENTIRE SITE BY THE PROOFROLLING EQUIPMENT, IN EACH OF TWO SITE BY THE PROOFROLLING EQUIPMENT, IN EACH OF TWO SITE BY THE PROOFROLLING EQUIPMENT, IN EACH OF TWO BY THE PROOFROLLING EQUIPMENT, IN EACH OF TWO BY THE PROOFROLLING EQUIPMENT, IN EACH OF TWO THE PROOFROLLING EQUIPMENT, IN EACH OF TWO THE PROOFROLLING EQUIPMENT, IN EACH OF TWO PROOFROLLING EQUIPMENT, IN EACH OF TWO PROOFROLLING EQUIPMENT, IN EACH OF TWO EQUIPMENT, IN EACH OF TWO EQUIPMENT, IN EACH OF TWO IN EACH OF TWO IN EACH OF TWO EACH OF TWO EACH OF TWO OF TWO OF TWO TWO TWO PERPENDICULAR DIRECTIONS. ALL UNSTABLE, SOFT SOIL ZONES OR AREAS WHICH EXHIBIT EXCESSIVE SOIL PUMPING AS DETERMINED BY DIRECTIONS. ALL UNSTABLE, SOFT SOIL ZONES OR AREAS WHICH EXHIBIT EXCESSIVE SOIL PUMPING AS DETERMINED BY DIRECTIONS. ALL UNSTABLE, SOFT SOIL ZONES OR AREAS WHICH EXHIBIT EXCESSIVE SOIL PUMPING AS DETERMINED BY ALL UNSTABLE, SOFT SOIL ZONES OR AREAS WHICH EXHIBIT EXCESSIVE SOIL PUMPING AS DETERMINED BY ALL UNSTABLE, SOFT SOIL ZONES OR AREAS WHICH EXHIBIT EXCESSIVE SOIL PUMPING AS DETERMINED BY ALL UNSTABLE, SOFT SOIL ZONES OR AREAS WHICH EXHIBIT EXCESSIVE SOIL PUMPING AS DETERMINED BY UNSTABLE, SOFT SOIL ZONES OR AREAS WHICH EXHIBIT EXCESSIVE SOIL PUMPING AS DETERMINED BY UNSTABLE, SOFT SOIL ZONES OR AREAS WHICH EXHIBIT EXCESSIVE SOIL PUMPING AS DETERMINED BY SOFT SOIL ZONES OR AREAS WHICH EXHIBIT EXCESSIVE SOIL PUMPING AS DETERMINED BY SOFT SOIL ZONES OR AREAS WHICH EXHIBIT EXCESSIVE SOIL PUMPING AS DETERMINED BY SOIL ZONES OR AREAS WHICH EXHIBIT EXCESSIVE SOIL PUMPING AS DETERMINED BY SOIL ZONES OR AREAS WHICH EXHIBIT EXCESSIVE SOIL PUMPING AS DETERMINED BY ZONES OR AREAS WHICH EXHIBIT EXCESSIVE SOIL PUMPING AS DETERMINED BY ZONES OR AREAS WHICH EXHIBIT EXCESSIVE SOIL PUMPING AS DETERMINED BY OR AREAS WHICH EXHIBIT EXCESSIVE SOIL PUMPING AS DETERMINED BY OR AREAS WHICH EXHIBIT EXCESSIVE SOIL PUMPING AS DETERMINED BY AREAS WHICH EXHIBIT EXCESSIVE SOIL PUMPING AS DETERMINED BY AREAS WHICH EXHIBIT EXCESSIVE SOIL PUMPING AS DETERMINED BY WHICH EXHIBIT EXCESSIVE SOIL PUMPING AS DETERMINED BY WHICH EXHIBIT EXCESSIVE SOIL PUMPING AS DETERMINED BY EXHIBIT EXCESSIVE SOIL PUMPING AS DETERMINED BY EXHIBIT EXCESSIVE SOIL PUMPING AS DETERMINED BY EXCESSIVE SOIL PUMPING AS DETERMINED BY EXCESSIVE SOIL PUMPING AS DETERMINED BY SOIL PUMPING AS DETERMINED BY SOIL PUMPING AS DETERMINED BY PUMPING AS DETERMINED BY PUMPING AS DETERMINED BY AS DETERMINED BY AS DETERMINED BY DETERMINED BY DETERMINED BY BY BY A QUALIFIED GEOTECHNICAL PROFESSIONAL SHALL BE REMOVED, DISPOSED, AND REPLACED BY SUITABLE FILL MATERIAL. MATERIALS QUALIFIED GEOTECHNICAL PROFESSIONAL SHALL BE REMOVED, DISPOSED, AND REPLACED BY SUITABLE FILL MATERIAL. MATERIALS QUALIFIED GEOTECHNICAL PROFESSIONAL SHALL BE REMOVED, DISPOSED, AND REPLACED BY SUITABLE FILL MATERIAL. MATERIALS GEOTECHNICAL PROFESSIONAL SHALL BE REMOVED, DISPOSED, AND REPLACED BY SUITABLE FILL MATERIAL. MATERIALS GEOTECHNICAL PROFESSIONAL SHALL BE REMOVED, DISPOSED, AND REPLACED BY SUITABLE FILL MATERIAL. MATERIALS PROFESSIONAL SHALL BE REMOVED, DISPOSED, AND REPLACED BY SUITABLE FILL MATERIAL. MATERIALS PROFESSIONAL SHALL BE REMOVED, DISPOSED, AND REPLACED BY SUITABLE FILL MATERIAL. MATERIALS SHALL BE REMOVED, DISPOSED, AND REPLACED BY SUITABLE FILL MATERIAL. MATERIALS SHALL BE REMOVED, DISPOSED, AND REPLACED BY SUITABLE FILL MATERIAL. MATERIALS BE REMOVED, DISPOSED, AND REPLACED BY SUITABLE FILL MATERIAL. MATERIALS BE REMOVED, DISPOSED, AND REPLACED BY SUITABLE FILL MATERIAL. MATERIALS REMOVED, DISPOSED, AND REPLACED BY SUITABLE FILL MATERIAL. MATERIALS REMOVED, DISPOSED, AND REPLACED BY SUITABLE FILL MATERIAL. MATERIALS DISPOSED, AND REPLACED BY SUITABLE FILL MATERIAL. MATERIALS DISPOSED, AND REPLACED BY SUITABLE FILL MATERIAL. MATERIALS AND REPLACED BY SUITABLE FILL MATERIAL. MATERIALS AND REPLACED BY SUITABLE FILL MATERIAL. MATERIALS REPLACED BY SUITABLE FILL MATERIAL. MATERIALS REPLACED BY SUITABLE FILL MATERIAL. MATERIALS BY SUITABLE FILL MATERIAL. MATERIALS BY SUITABLE FILL MATERIAL. MATERIALS SUITABLE FILL MATERIAL. MATERIALS SUITABLE FILL MATERIAL. MATERIALS FILL MATERIAL. MATERIALS FILL MATERIAL. MATERIALS MATERIAL. MATERIALS MATERIAL.

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Dec 23, 2024.