Addendum #1 9-9-2022.pdf

Date Printed: Sep 9, 2022 Page: 1 FORM ID: WV-PRC-CRFQ-002 2020/05

Department of Administration Purchasing Division 2019 Washington Street East Post Office Box 50130 Charleston, WV 25305-0130

State of West Virginia Centralized Request for Quote

Construction

Proc Folder: 1082852 Reason for Modification:

Doc Description: Palestine Hatchery New Facilities Addendum #1 issued to publish pre-bid sign sheet, issued revised drawing and extend Q&A and Bid Clos..... See Page 2 for complete infoProc Type: Central Purchase Order

Date Issued Solicitation Closes Solicitation No Version

2022-09-09 2022-09-28 13:30 CRFQ 0310 DNR2300000002 2

BID RECEIVING LOCATION

BID CLERK

DEPARTMENT OF ADMINISTRATION

PURCHASING DIVISION

2019 WASHINGTON ST E

CHARLESTON WV 25305

US

VENDOR

Vendor Customer Code:

Vendor Name :

Address :

Street :

City :

State : Country : Zip :

Principal Contact :

Vendor Contact Phone: Extension:

FOR INFORMATION CONTACT THE BUYER

Joseph E Hager III

(304) 558-2306 joseph.e.hageriii@wv.gov

Vendor Signature X FEIN# DATE

All offers subject to all terms and conditions contained in this solicitation

Date Printed: Sep 9, 2022 Page: 2 FORM ID: WV-PRC-CRFQ-002 2020/05

Reason for Modification:

Addendum #1 issued to publish pre-bid sign sheet, issued revised drawing and extend Q&A and Bid Close date per the attached.

ADDITIONAL INFORMATION

The West Virginia Purchasing Division is soliciting bids on behalf of The West Virginia Division of Natural Resources to establish a contract for the construction of a hatchery building at Palestine State Fish Hatchery located in Elizabeth, WV in Wirt County per the attached specifications, project drawings, and project manual

INVOICE TO SHIP TO

DIVISION OF NATURAL

RESOURCES

STATE OF WEST VIRGINIA

PARKS & RECREATION-PEM

SECTION

JOBSITE - SEE

SPECIFICATIONS

324 4TH AVE

SOUTH CHARLESTON WV No City WV

US US

Line Comm Ln Desc Qty Unit Issue Unit Price Total Price 1 Construction of New Facilities

Comm Code Manufacturer Specification Model #

72000000

Extended Description:

Construction of New Facilities

SCHEDULE OF EVENTS

Line Event Event Date

Revised 6/8/2012

SOLICITATION NUMBER: [Insert RFQ, RFP No.] Addendum Number: [Insert Number]

The purpose of this addendum is to modify the solicitation identified as [insert RFQ, RFP No.] (“Solicitation”) to reflect the change(s) identified and described below.

Applicable Addendum Category:

[ ] Modify bid opening date and time

[ ] Modify specifications of product or service being sought

[ ] Attachment of vendor questions and responses

[ ] Attachment of pre-bid sign-in sheet

[ ] Correction of error

[ ] Other

Description of Modification to Solicitation:

Additional Documentation: Documentation related to this Addendum (if any) has been included herewith as Attachment A and is specifically incorporated herein by reference.

Terms and Conditions:

1. All provisions of the Solicitation and other addenda not modified herein shall remain in full force and effect.

2. Vendor should acknowledge receipt of all addenda issued for this Solicitation by completing an Addendum Acknowledgment, a copy of which is included herewith.

Failure to acknowledge addenda may result in bid disqualification. The addendum acknowledgement should be submitted with the bid to expedite document processing.

Revised 6/8/2012

ATTACHMENT A

Project No. 0101-20-0085 September 2, 2022

PALESTINE STATE FISH HATCHERY

HATCHERY BUILDING AND MUSSEL REARING FACILITY

UTILITY CONTACTS

1. Mountaineer Gas

Dwight E. Trent (Rusty)

Coordinator, M&R Operations

100 Business Street

Beckley, West Virginia 25801

(888) 420-4427 dwighttrent@mgcwv.com

2. Town of Elizabeth

Water Department

Dale Clark

(304) 481-3520

3. Frontier Communications

Amanda West

Engineering Manager

(304) 842-9195

Amanda.west2@ftr.com

4. Mon Power

Donald Westbrook

(304) 480-1233

New Service (Non-residential), Work Order 000763755760

Temporary Service, Work Order 000763755761

Scale

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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

1 State Code Updates 8.10.2022

R E

F

REF.REF.REF.

FEC

FE

FE

APPLICABLE CODES PER THE STATE OF WEST VIRGINIA

Per Legislative Rule, Title 87, Series 4, effective August 1, 2022, the following codes were adopted under the State Building Code:

• International Building Code / 2018

• International Plumbing Code / 2018

• International Mechanical Code / 2018

• International Fuel Gas Code / 2018

• ANSI/ASHRAE/IENSA Standard 90.1 / 2013

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

• National Electric Code NFPA 70 / 2020

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 / 2021 with exceptions and additions

• NFPA 101 - Life Safety Code / 2021 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 - 2013; Table 5.5-5)

Assembly Insulation

Maximum Min. R-Value

Opaque Elements

Roofs

Insulation entirely above deck U-0.032 R-30.0 c.i.

Walls, Above Grade

Mass U-0.090 R-11.4 c.i.

Steel-Framed U-0.055 R-13 + R-10 c.i.

Walls, Below-Grade

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

Slab-On-Grade Floors

Unheated F-0.520 R-15 for 24 in.

Opaque Doors

Swinging U-0.500

Nonswinging U-0.500

Assembly Assembly Max.

Maximum U SHGC

Fenstration

Vertical Glazing, 0%-40% of Wall

Metal Framing (Curtainwall / Storefront) U-0.42 0.40

Metal Framing (Entrance Door) U-0.77 0.40

A

B

C

D

32.5"

162 OCC.

32.5"

162 OCC.

.5

O

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.

.5

O

C C

114' - 8 3/8"

/8

/8

AQUATICS SHELVING & TANKS

AQUATICS TANKS

48'

MAX.

MAX.

MAX.

MAX.

MAX.

MAX.

MAX.

M A

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M A

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T R

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T R

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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

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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.

Revision Schedule

No. Revision Description Date

1 State Code Updates 8.10.2022

ROOF TYPE R-1

METAL DECKING (DIRECTION SHOWN

FOR CLARITY); SEE STRUCTURAL

STANDING SEAM METAL ROOF

HIGH TEMP. UNDERLAYMENT; SEE SPEC

CONTINUE THERMAL ENVELOPE AND AIR

VAPOR BARRIER WITH CLOSED CELL SPRAY

FOAM INSULATION AT ROOF-WALL

CONNECTIONS; REFER TO SECTION DETAILS

REFER TO CEILING TYPES

5.2" MIN. R-30 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

METAL TRUSS or RAFTER FRAMING; SEE

STRUCTURAL

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.

2A

2B

2C

1A

PTN

TYPE

WIDTH OF

(STUD/CMU)

DIM

'A'

NOTES

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

DIMENSIONS

1B

SERIES METAL STUD WITH GWB

6" 7 1/4" UL U419, U465

FIRE

RATING

(IF REQ'D)

UL

NUMBER

(IF REQ'D)

1HR

1HR

GWB

BOTH

SIDES

GWB

ONE

SIDE

YES

YES

NO

NO

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

METAL STUDS @ 16" OC.; SEE SPECIFICATION.

ACOUSTIC BATT INSULATION

OVERALL

A

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)

UL

NUMBER

(IF REQ'D)

GWB

BOTH

SIDES

GWB

ONE

SIDE

NO

NO

YES

NO

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

3A

3B

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)

UL

NUMBER

(IF REQ'D)

GWB

INTERIOR

SIDE

YES

NO

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

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

D

4A

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)

UL

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"

A

SECTION

NOTES:

T B

D

9 1/4"

A

A

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

3" THICK RIGID INSULATION, HORIZONTAL ORIENTATION,

FOR 24 INCHES AT FULL BUILDING PERIMETER

WWF; SEE STRUCT.

FLOOR TYPE F-2

FLOOR FINISH; SEE FINISH SCHEDULE

6" CONCRETE SLAB

VAPOR BARRIER

4" GRAVEL BASE ON COMPACTED SOIL

WWF; SEE STRUCT.

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

1.5" THICK RIGID INSULATION, VERTICAL ORIENTATION,

FROM T/O FOOTING TO B/O OF SLAB AT FULL BUILDING

PERIMETER

3" THICK RIGID INSULATION, HORIZONTAL ORIENTATION,

FOR 24 INCHES AT FULL BUILDING PERIMETER

1.5" THICK RIGID INSULATION, VERTICAL ORIENTATION,

FROM T/O FOOTING TO B/O OF SLAB AT FULL BUILDING

PERIMETER

Scale

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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

Revision Schedule

No. Revision Description Date

1 State Code Updates 8.10.2022

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FISH HATCHERY ROAD ROUTE 35/2

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EXISTING RESERVOIR

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EXISTING 6" C900 PVC WATERLINE

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APPROXIMATE TOP OF EXISTING POND

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EXISTING CONCRETE STRUCTURE AND PIPING

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TEL

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

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EXISTING 30' R/W

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FLAG POLE W/CONCRETE PAD

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

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WM

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ELE

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EXISTING POND

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EXISTING POND

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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

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EXISTING 6" METAL PIPE FOR RESERVOIR FILL LINE

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APPROXIMATE LOCATION OF EXISTING 4" METAL PIPE

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APPROXIMATE LOCATION OF EXISTING UNDERGROUND ELECTRIC FOR POND AERATORS

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APPROXIMATE LOCATION OF EXISTING 6" METAL PIPE

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APPROXIMATE LOCATION OF EXISTING 4" METAL PIPE

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EXISTING POND DRAIN PIPE

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EXISTING 4" PVC WATER FILL PIPE

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EXISTING FRONTIER COMMUNICATIONS UNDERGROUND TELEPHONE

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

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WV

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EXISTING VALVE

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EXISTING POND DISCHARGE STRUCTURE

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APPROXIMATE LOCATION OF EXISTING METAL PIPE

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EXISTING CONCRETE BLOCKS

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EXISTING POND

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GV

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LEGEND

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DESCRIPTION

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SYMBOL

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PROPOSED CONTOUR (MAJOR)

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PROPOSED CONTOUR (MINOR)

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PROPOSED STONE SURFACING

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PROPOSED CONCRETE SIDEWALK

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WM

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EXISTING CONTOUR (MAJOR)

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EXISTING CONTOUR (MINOR)

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EXISTING STREAM OR POND

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EXISTING EDGE OF PAVEMENT

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EXISTING TREE LINE

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EXISTING WATER LINE

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EXISTING DITCH

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EXISTING SURVEY CONTROL POINT

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EXISTING WATER METER

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EXISTING TELEPHONE BOX

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WM

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TEL

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EXISTING 100 YR FLOOD ZONE

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EXISTING UNDERGROUND TELEPHONE

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ELE

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WV

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EXISTING UNDERGROUND ELECTRIC LINE

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EXISTING STORM WATER PIPE

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EXISTING WATER VALVE

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EXISTING ELECTRIC BOX OR PEDESTAL

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PROPOSED CONCRETE PAVEMENT

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PROPOSED POND ANCHOR TRENCH

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PROPOSED PERFORATED UNDERDRAIN

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PROPOSED SOLID HDPE OR PVC PIPE

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PROPOSED WATER LINE

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PROPOSED WATER METER

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PROPOSED WATER VALVE

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PROPOSED DIVERSION DITCH

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PROPOSED SANITARY SEWER

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PROPOSED SILT FENCE

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PROPOSED LIMITS OF DISTURBANCE

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STABILIZED CONSTRUCTION ENTRANCE

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POTESTA & ASSOCIATES, INC.

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MAPPING REFERENCE:

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GRAPHIC SCALE

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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

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CONSTRUCTION DOCUMENTS

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ISSUE DATE 8/30/2022

AutoCAD SHX Text 1"=30'

AutoCAD SHX Text 20-0085

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AUGUST 2022

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DMK

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DMK

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MBS

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*_DESIGN

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

AutoCAD SHX Text 8/30/22

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REVISED PLOTTING SETTINGS TO SHOW ITEMS IN CONCRETE PAVEMENT AREAS

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

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DMK

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

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PROPOSED 2" DIA. PVC SDR 13.5 WATERLINE

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EDGE OF STONE SURFACE

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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. MATERIALS MATERIALS MATERIALS REMOVED DURING CLEARING AND GRUBBING SHALL BE BURNED ON-SITE AFTER CONTRACTOR OBTAINS THE NECESSARY DURING CLEARING AND GRUBBING SHALL BE BURNED ON-SITE AFTER CONTRACTOR OBTAINS THE NECESSARY DURING CLEARING AND GRUBBING SHALL BE BURNED ON-SITE AFTER CONTRACTOR OBTAINS THE NECESSARY CLEARING AND GRUBBING SHALL BE BURNED ON-SITE AFTER CONTRACTOR OBTAINS THE NECESSARY CLEARING AND GRUBBING SHALL BE BURNED ON-SITE AFTER CONTRACTOR OBTAINS THE NECESSARY AND GRUBBING SHALL BE BURNED ON-SITE AFTER CONTRACTOR OBTAINS THE NECESSARY AND GRUBBING SHALL BE BURNED ON-SITE AFTER CONTRACTOR OBTAINS THE NECESSARY GRUBBING SHALL BE BURNED ON-SITE AFTER CONTRACTOR OBTAINS THE NECESSARY GRUBBING SHALL BE BURNED ON-SITE AFTER CONTRACTOR OBTAINS THE NECESSARY SHALL BE BURNED ON-SITE AFTER CONTRACTOR OBTAINS THE NECESSARY SHALL BE BURNED ON-SITE AFTER CONTRACTOR OBTAINS THE NECESSARY BE BURNED ON-SITE AFTER CONTRACTOR OBTAINS THE NECESSARY BE BURNED ON-SITE AFTER CONTRACTOR OBTAINS THE NECESSARY BURNED ON-SITE AFTER CONTRACTOR OBTAINS THE NECESSARY BURNED ON-SITE AFTER CONTRACTOR OBTAINS THE NECESSARY ON-SITE AFTER CONTRACTOR OBTAINS THE NECESSARY ON-SITE AFTER CONTRACTOR OBTAINS THE NECESSARY AFTER CONTRACTOR OBTAINS THE NECESSARY AFTER CONTRACTOR OBTAINS THE NECESSARY CONTRACTOR OBTAINS THE NECESSARY CONTRACTOR OBTAINS THE NECESSARY OBTAINS THE NECESSARY OBTAINS THE NECESSARY THE NECESSARY THE NECESSARY NECESSARY NECESSARY PERMITS/APPROVALS. 3. FILL MATERIAL SHALL BE STRUCTURAL FILL EXCAVATED BY THE CONTRACTOR FROM CONSTRUCTION OF THE BUILDING PAD AND SHALL FILL MATERIAL SHALL BE STRUCTURAL FILL EXCAVATED BY THE CONTRACTOR FROM CONSTRUCTION OF THE BUILDING PAD AND SHALL MATERIAL SHALL BE STRUCTURAL FILL EXCAVATED BY THE CONTRACTOR FROM CONSTRUCTION OF THE BUILDING PAD AND SHALL MATERIAL SHALL BE STRUCTURAL FILL EXCAVATED BY THE CONTRACTOR FROM CONSTRUCTION OF THE BUILDING PAD AND SHALL SHALL BE STRUCTURAL FILL EXCAVATED BY THE CONTRACTOR FROM CONSTRUCTION OF THE BUILDING PAD AND SHALL SHALL BE STRUCTURAL FILL EXCAVATED BY THE CONTRACTOR FROM CONSTRUCTION OF THE BUILDING PAD AND SHALL BE STRUCTURAL FILL EXCAVATED BY THE CONTRACTOR FROM CONSTRUCTION OF THE BUILDING PAD AND SHALL BE STRUCTURAL FILL EXCAVATED BY THE CONTRACTOR FROM CONSTRUCTION OF THE BUILDING PAD AND SHALL STRUCTURAL FILL EXCAVATED BY THE CONTRACTOR FROM CONSTRUCTION OF THE BUILDING PAD AND SHALL STRUCTURAL FILL EXCAVATED BY THE CONTRACTOR FROM CONSTRUCTION OF THE BUILDING PAD AND SHALL FILL EXCAVATED BY THE CONTRACTOR FROM CONSTRUCTION OF THE BUILDING PAD AND SHALL FILL EXCAVATED BY THE CONTRACTOR FROM CONSTRUCTION OF THE BUILDING PAD AND SHALL EXCAVATED BY THE CONTRACTOR FROM CONSTRUCTION OF THE BUILDING PAD AND SHALL EXCAVATED BY THE CONTRACTOR FROM CONSTRUCTION OF THE BUILDING PAD AND SHALL BY THE CONTRACTOR FROM CONSTRUCTION OF THE BUILDING PAD AND SHALL BY THE CONTRACTOR FROM CONSTRUCTION OF THE BUILDING PAD AND SHALL THE CONTRACTOR FROM CONSTRUCTION OF THE BUILDING PAD AND SHALL THE CONTRACTOR FROM CONSTRUCTION OF THE BUILDING PAD AND SHALL CONTRACTOR FROM CONSTRUCTION OF THE BUILDING PAD AND SHALL CONTRACTOR FROM CONSTRUCTION OF THE BUILDING PAD AND SHALL FROM CONSTRUCTION OF THE BUILDING PAD AND SHALL FROM CONSTRUCTION OF THE BUILDING PAD AND SHALL CONSTRUCTION OF THE BUILDING PAD AND SHALL CONSTRUCTION OF THE BUILDING PAD AND SHALL OF THE BUILDING PAD AND SHALL OF THE BUILDING PAD AND SHALL THE BUILDING PAD AND SHALL THE BUILDING PAD AND SHALL BUILDING PAD AND SHALL BUILDING PAD AND SHALL PAD AND SHALL PAD AND SHALL AND SHALL AND SHALL SHALL SHALL CONSIST OF SOIL CAPABLE OF BEING PLACED AND COMPACTED IN NEARLY HORIZONTAL LIFTS TO CREATE A FIRM, STABLE SURFACE. FILL OF SOIL CAPABLE OF BEING PLACED AND COMPACTED IN NEARLY HORIZONTAL LIFTS TO CREATE A FIRM, STABLE SURFACE. FILL OF SOIL CAPABLE OF BEING PLACED AND COMPACTED IN NEARLY HORIZONTAL LIFTS TO CREATE A FIRM, STABLE SURFACE. FILL SOIL CAPABLE OF BEING PLACED AND COMPACTED IN NEARLY HORIZONTAL LIFTS TO CREATE A FIRM, STABLE SURFACE. FILL SOIL CAPABLE OF BEING PLACED AND COMPACTED IN NEARLY HORIZONTAL LIFTS TO CREATE A FIRM, STABLE SURFACE. FILL CAPABLE OF BEING PLACED AND COMPACTED IN NEARLY HORIZONTAL LIFTS TO CREATE A FIRM, STABLE SURFACE. FILL CAPABLE OF BEING PLACED AND COMPACTED IN NEARLY HORIZONTAL LIFTS TO CREATE A FIRM, STABLE SURFACE. FILL OF BEING PLACED AND COMPACTED IN NEARLY HORIZONTAL LIFTS TO CREATE A FIRM, STABLE SURFACE. FILL OF BEING PLACED AND COMPACTED IN NEARLY HORIZONTAL LIFTS TO CREATE A FIRM, STABLE SURFACE. FILL BEING PLACED AND COMPACTED IN NEARLY HORIZONTAL LIFTS TO CREATE A FIRM, STABLE SURFACE. FILL BEING PLACED AND COMPACTED IN NEARLY HORIZONTAL LIFTS TO CREATE A FIRM, STABLE SURFACE. FILL PLACED AND COMPACTED IN NEARLY HORIZONTAL LIFTS TO CREATE A FIRM, STABLE SURFACE. FILL PLACED AND COMPACTED IN NEARLY HORIZONTAL LIFTS TO CREATE A FIRM, STABLE SURFACE. FILL AND COMPACTED IN NEARLY HORIZONTAL LIFTS TO CREATE A FIRM, STABLE SURFACE. FILL AND COMPACTED IN NEARLY HORIZONTAL LIFTS TO CREATE A FIRM, STABLE SURFACE. FILL COMPACTED IN NEARLY HORIZONTAL LIFTS TO CREATE A FIRM, STABLE SURFACE. FILL COMPACTED IN NEARLY HORIZONTAL LIFTS TO CREATE A FIRM, STABLE SURFACE. FILL IN NEARLY HORIZONTAL LIFTS TO CREATE A FIRM, STABLE SURFACE. FILL IN NEARLY HORIZONTAL LIFTS TO CREATE A FIRM, STABLE SURFACE. FILL NEARLY HORIZONTAL LIFTS TO CREATE A FIRM, STABLE SURFACE. FILL NEARLY HORIZONTAL LIFTS TO CREATE A FIRM, STABLE SURFACE. FILL HORIZONTAL LIFTS TO CREATE A FIRM, STABLE SURFACE. FILL HORIZONTAL LIFTS TO CREATE A FIRM, STABLE SURFACE. FILL LIFTS TO CREATE A FIRM, STABLE SURFACE. FILL LIFTS TO CREATE A FIRM, STABLE SURFACE. FILL TO CREATE A FIRM, STABLE SURFACE. FILL TO CREATE A FIRM, STABLE SURFACE. FILL CREATE A FIRM, STABLE SURFACE. FILL CREATE A FIRM, STABLE SURFACE. FILL A FIRM, STABLE SURFACE. FILL A FIRM, STABLE SURFACE. FILL FIRM, STABLE SURFACE. FILL FIRM, STABLE SURFACE. FILL STABLE SURFACE. FILL STABLE SURFACE. FILL SURFACE. FILL SURFACE. FILL FILL FILL SHALL BE PLACED IN INDIVIDUAL LIFTS NOT EXCEEDING 8 INCHES IN LOOSE THICKNESS. EACH LIFT SHALL BE COMPACTED TO A BE PLACED IN INDIVIDUAL LIFTS NOT EXCEEDING 8 INCHES IN LOOSE THICKNESS. EACH LIFT SHALL BE COMPACTED TO A BE PLACED IN INDIVIDUAL LIFTS NOT EXCEEDING 8 INCHES IN LOOSE THICKNESS. EACH LIFT SHALL BE COMPACTED TO A PLACED IN INDIVIDUAL LIFTS NOT EXCEEDING 8 INCHES IN LOOSE THICKNESS. EACH LIFT SHALL BE COMPACTED TO A PLACED IN INDIVIDUAL LIFTS NOT EXCEEDING 8 INCHES IN LOOSE THICKNESS. EACH LIFT SHALL BE COMPACTED TO A IN INDIVIDUAL LIFTS NOT EXCEEDING 8 INCHES IN LOOSE THICKNESS. EACH LIFT SHALL BE COMPACTED TO A IN INDIVIDUAL LIFTS NOT EXCEEDING 8 INCHES IN LOOSE THICKNESS. EACH LIFT SHALL BE COMPACTED TO A INDIVIDUAL LIFTS NOT EXCEEDING 8 INCHES IN LOOSE THICKNESS. EACH LIFT SHALL BE COMPACTED TO A INDIVIDUAL LIFTS NOT EXCEEDING 8 INCHES IN LOOSE THICKNESS.