US HORTICULTURAL RESEARCH LABORATORY

AGRICULTURAL RESEARCH SERVICE

U.S. DEPARTMENT OF AGRICULTURE

FT. PIERCE, FLORIDA

USDA

REPAIR TORNADO DAMAGE

BASE BID, DEMOLISH EXISTING GREENHOUSES COMPLETE,

INCLUDING MECHANICAL/ELECTRICAL, UTILITIES, AND

OTHER ELEMENTS IN INDICATED ON DRAWINGS. PROVIDE

GREENHOUSES AS INDICATED INCLUDING ALL

MECHANICAL/ELECTRICAL UTILITIES, COMMUNICATIONS,

CONTROLS, SCREENING, AND SITE PAVING FOR COMPLETE

AND OPERATIONAL GREENHOUSE FACILITIES. DEMOLISH

AND REPLACE MECHANICAL UNITS IN TWO ADJACENT

STORAGE BUILDINGS AS INDICATED. REPAIR TORNADO

DAMAGED ROOF RIDGE CAP AND REPLACE ALL

NECESSARY ELEMENTS.

BID OPTION #4: DEMOLISH TWO ADDITIONAL GREENHOUSES ON THE PICOS

FARM SITE COMPLETE, INCLUDING

MECHANICAL/ELECTRICAL, UTILITIES, AND OTHER

INDICATED ELEMENTS. PROVIDE GREENHOUSES AS

INDICATED INCLUDING ALL MECHANICAL/ELECTRICAL

UTILITIES, COMMUNICATIONS, CONTROLS, SCREENING,

AND SITE PAVING AS INDICATED. DEMOLISH TWO

STRUCTURES HOUSING MECHANICAL EQUIPMENT NEAR

THE POND ON PICOS FARM TO SLAB. THREE

REPLACEMENT METAL BUILDINGS COVERING OVER ALL

EXISTING MECHANICAL EQUIPMENT.

BID OPTION #5: DEMOLISH EXISTING GREENHOUSES AND MECHANICAL

STORAGE BUILDINGS INCLUDING ALL STRUCTURE,

FOUNDATION, MECHANICAL/ELECTRICAL, UTILITIES, AND

ADJACENT PAVING AND SIDEWALKS AS INDICATED.

REMOVE EXISTING GREENHOUSE PANELING FROM THIRD

GREENHOUSE AND RE-SKIN GREENHOUSE ONTO EXISTING

STRUCTURE. PROVIDE PESTICIDE/STORAGE BUILDING ON

EXISTING SLAB WITH LEVELED FOUNDATION AND

MECHANICAL/ELECTRICAL UTILITIES AS INDICATED.

BASE BID & BID OPTIONS #1-4

LOCATION - FT. PIERCE, FL

BID OPTION #5 LOCATION -

LEESBURG, FL

BASE BID AND BID OPTIONS

#1, #2, #3 - HORTICULTURE

LAB & GREENHOUSES

2001 S. ROCK RD.

FT. PIERCE, FL

FT. PIERCE SITE LOCATIONS

BID OPTION #4 - PICOS

POND SITE

10001 PICOS RD

FT. PIERCE, FL

BID OPTION #4 - PICOS

FARM SITE

10001 PICOS RD

FT. PIERCE, FL

LEESBURG, FL

FT. PIERCE, FL - PICOS

FARM AND POND

BID OPTIONS #1, #2, #3

FT. PIERCE, FL -

HORTICULTURE LAB

LEESBURG SITE LOCATIONS (~150 MILES FROM FT. PIERCE SITE)

BID OPTION #5 - LEESBURG SITE

23402 USDA RD, GROVELAND, FL

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATE

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

AGRICULTURAL RESEARCH SERVICE

OF

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

c P.A.

FIRMTHE

P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943

Johnson M Adams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

USDA AGRICULTURAL RESEARCH SERVICE

US HORTICULTURAL RESEARCH LABORATORY

REPAIR TORNADO DAMAGE

FT. PIERCE, FL

TITLE SHEET

G100 1 10804/27/26

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BP

JGM

SOUTHEAST AREA

STONEVILLE, MS

XXX

XXX

XXX

XXX

XXX

VICINITY MAP NO SCALE LOCATION MAP NO SCALE BID DESCRIPTION

FLORIDA'S TPIKE

PICOS RD

PRUITT RESEARCH RD

R O

C K

R D

U

SD

A R

D

BRIDGES RD

PICOS RD

AutoCAD SHX Text N

AutoCAD SHX Text N

BrandonBurton

4825 BP STAMP 260427

INDEX OF DRAWINGS

SHEET

NUMBER DRAWING NO. TITLE

INDEX OF DRAWINGS

SHEET

NUMBER DRAWING NO. TITLE

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATE

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

AGRICULTURAL RESEARCH SERVICE

OF

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

c P.A.

FIRMTHE

P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943

Johnson M Adams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

USDA AGRICULTURAL RESEARCH SERVICE

US HORTICULTURAL RESEARCH LABORATORY

REPAIR TORNADO DAMAGE

FT. PIERCE, FL

DRAWING INDEX

G101 2 10804/27/26

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BP

JGM

SOUTHEAST AREA

STONEVILLE, MS

XXX

XXX

XXX

XXX

XXX

G100 1 OF 108 TITLE SHEET

G101 2 OF 108 DRAWING INDEX

G102 3 OF 108 KEY PLANS

G103 4 OF 108 BID OPTIONS PLAN - HORTICULTURE LAB

C100 5 OF 108 GENERAL NOTES

C101 6 OF 108 CIVIL PLAN

C102 7 OF 108 LEESBURG DEMO PLAN BID OPTION 5

S100 8 OF 108 STRUCTURAL NOTES

S101 9 OF 108 STRUCTURAL PLAN

S102 10 OF 108 STRUCTURAL PLAN BID OPTION #1

S103 11 OF 108 STRUCTURAL PLAN BID OPTION #2 & #3

S104 12 OF 108 STRUCTURAL PLAN BID OPTION #4

S105 13 OF 108 STRUCTURAL PLAN BID OPTION #4, POND

S106 14 OF 108 LEESBURG STRUCTURAL PLAN: BID OPTION #5

S107 15 OF 108 LEESBURG STRUCTURAL DETAILS

HM101 16 OF 108 HAZARDOUS MATERIALS PLAN - LEESBURG

A001 17 OF 108 LEGENDS AND ABBREVIATIONS

AD101 18 OF 108 DEMOLITION PLAN

AD102 19 OF 108 DEMOLITION PLAN - BID OPTION #1

AD103 20 OF 108 DEMOLITION PLAN - BID OPTION #2

AD104 21 OF 108 DEMOLITION PLAN - BID OPTION #3

AD105 22 OF 108 DEMOLITION PLANS - PICOS FARM - BID OPTION #4

AD106 23 OF 108 DEMOLITION PLANS - PICOS POND - BID OPTION #4

AD107 24 OF 108 DEMOLITION PLANS - LEESBURG - BID OPTION #5

AD201 25 OF 108 DEMOLITION PHOTOS - HORTICULTURE LAB

AD202 26 OF 108 DEMOLITION PHOTOS - PICOS FARM & POND SITES

AD203 27 OF 108 DEMOLITION PHOTOS - LEESBURG

A101 28 OF 108 RENOVATION PLAN

A102 29 OF 108 RENOVATION PLAN - BID OPTION #1

A103 30 OF 108 RENOVATION PLAN - BID OPTION #2

A104 31 OF 108 RENOVATION PLAN - BID OPTION #3

A105 32 OF 108 RENOVATION PLANS - PICOS FARM - BID OPTION #4

A106 33 OF 108 RENOVATION PLANS - PICOS POND - BID OPTION #4

A107 34 OF 108 RENOVATION PLAN - LEESBURG - BID OPTION #5

A121 35 OF 108 ROOF PLAN - HORTICULTURE LAB

A122 36 OF 108 ROOF PLANS - PICO FARM & POND

A123 37 OF 108 ROOF PLANS - LEESBURG SITE

A201 38 OF 108 EXTERIOR ELEVATIONS

A202 39 OF 108 EXTERIOR ELEVATIONS - BID OPTION #1

A203 40 OF 108 EXTERIOR ELEVATIONS - BID OPTION #2

A204 41 OF 108 EXTERIOR ELEVATIONS - BID OPTION #3

A205 42 OF 108 EXTERIOR ELEVATIONS - PICOS FARM

A206 43 OF 108 EXTERIOR ELEVATIONS - PICOS FARM

A207 44 OF 108 EXTERIOR ELEVATIONS - PICOS POND

A208 45 OF 108 EXTERIOR ELEVATIONS - LEESBURG

A301 46 OF 108 SECTIONS

A302 47 OF 108 SECTIONS

A501 48 OF 108 DETAILS

A502 49 OF 108 DETAILS

A503 50 OF 108 DETAILS

A601 51 OF 108 DOOR SCHEDULES & INT. ELEVATION

FA101 52 OF 108 OVERALL SITE FIRE ALARM PLAN

PD100 53 OF 108 OVERALL PLUMBING DEMOLITION PLAN

PD101 54 OF 108 PLUMBING PLAN DEMOLITION

PD102 55 OF 108 PLUMBING PLAN DEMOLITION - BID OPTION #1

PD103 56 OF 108 PLUMBING PLAN DEMOLITION - BID OPTION #2

PD104 57 OF 108 PLUMBING PLAN DEMOLITION - BID OPTION #3

PD105 58 OF 108 PLUMBING PLAN DEMOLITION - BID OPTION #4

PD106 59 OF 108 PLUMBING PLAN DEMOLITION - BID OPTION #5

P-100 60 OF 108 OVERALL PLUMBING PLAN

P-101 61 OF 108 PLUMBING PLAN RENOVATION

P-102 62 OF 108 PLUMBING PLAN RENOVATION - BID OPTION #1

P-103 63 OF 108 PLUMBING PLAN RENOVATION - BID OPTION #2

P-104 64 OF 108 PLUMBING PLAN RENOVATION - BID OPTION #3

P-105 65 OF 108 PLUMBING PLAN BID OPTION #4

P-106 66 OF 108 PLUMBING PLAN BID OPTION #5

P-601 67 OF 108 PLUMBING SCHEDULES

P-602 68 OF 108 PLUMBING DETAILS

MD100 69 OF 108 OVERALL MECHANICAL DEMOLITION PLAN

MD101 70 OF 108 MECHANICAL PLAN DEMOLITION

MD102 71 OF 108 MECHANICAL PLAN DEMOLITION - BID OPTION #1

MD103 72 OF 108 MECHANICAL PLAN DEMOLITION - BID OPTION #2

MD104 73 OF 108 MECHANICAL PLAN DEMOLITION - BID OPTION #3

MD105 74 OF 108 MECHANICAL DEMOLITION PLAN BID OPTION #4

MD106 75 OF 108 MECHANICAL DEMOLITION PLAN BID OPTION #5

MD401 76 OF 108 ENLARGED MECHANICAL DEMOLITION PLAN

M-100 77 OF 108 OVERALL MECHANICAL PLAN

M-101 78 OF 108 MECHANICAL PLAN RENOVATION

M-102 79 OF 108 MECHANICAL PLAN RENOVATION - BID OPTION #1

M-103 80 OF 108 MECHANICAL PLAN RENOVATION - BID OPTION #2

M-104 81 OF 108 MECHANICAL PLAN RENOVATION - BID OPTION #3

M-105 82 OF 108 MECHANICAL PLAN RENOVATION - BID OPTION #4

M-106 83 OF 108 MECHANICAL PLAN RENOVATION - BID OPTION #5

M-401 84 OF 108 ENLARGED MECHANICAL PLAN - BID OPTION #1

M-601 85 OF 108 MECHANICAL SCHEDULES

M-602 86 OF 108 MECHANICAL DETAILS

E-001 87 OF 108 ELECTRICAL LEGEND

E-002 88 OF 108 ELECTRICAL DETAILS

E-601 89 OF 108 SINGLE LINE DIAGRAM

E-701 90 OF 108 ELECTRICAL PANEL SCHEDULES

E-702 91 OF 108 ELECTRICAL PANEL SCHEDULES

ED100 92 OF 108 OVERALL ELECTRICAL DEMOLITION PLAN

ED101 93 OF 108 ENLARGED ELECTRICAL DEMOLITION PLAN

ED102 94 OF 108 BID OPTION #4 ELECTRICAL DEMOLITION PLAN

ED103 95 OF 108 BID OPTION #5 ELECTRICAL DEMOLITION PLAN

ED104 96 OF 108 BID OPTION #5 ELECTRICAL DEMOLITION PLAN

EL101 97 OF 108 BASE BID LIGHTING PLAN

EL102 98 OF 108 BID OPTION #1 LIGHTING PLAN

EL103 99 OF 108 BID OPTION #2 & #3 LIGHTING PLAN

EL201 100 OF 108 NORMAL LIGHTING CALCULATIONS

EL202 101 OF 108 EMERGENCY LIGHTING CALCULATIONS

EL501 102 OF 108 FIXTURE SCHEDULE & DETAILS

EP101 103 OF 108 OVERALL SITE POWER PLAN

EP102 104 OF 108 BID OPTION #4 ELECTRICAL PLAN

EP103 105 OF 108 BID OPTION #5 ELECTRICAL PLAN

EP401 106 OF 108 ENLARGED GREENHOUSE POWER PLAN

EP402 107 OF 108 ENLARGED MAINTENANCE GARAGE POWER PLAN

EY101 108 OF 108 LIGHTNING PROTECTION PLAN

S

FF

A R

D

PICOS RD

S FFA RD

FLORIDA'S TPIKE

BRIDGES RD

U

SD

A R

D

ROOF DAMAGE REPAIR

LOCATION

SCALE:

HORTICULTURE LAB KEYPLAN - BASE BID AND BID OPTIONS #1-3

1"=50'-0"

G101 SCALE:

PICOS FARM KEYPLAN - BID OPTION #4

1"=50'-0"

G101

REPLACE

GREENHOUSE

REPLACE

HOOPHOUSE

SCALE:

PICOS POND KEYPLAN - BID OPTION #4

1"=50'-0"

G101

REPLACE

METAL BUILDINGS

NEW METAL

BUILDING ON

EXISTING SLAB

SCALE:

LEESBURG KEYPLAN - BID OPTION #5

1"=50'-0"

G101

DEMO

GREENHOUSES

RESKIN

GREENHOUSE

NEW

PESTICIDE

BUILDING

LOCATION

DEMO

EXISTING

MECHANICAL

BUILDINGS

N

N

N

N

MAIN RESEARCH

BUILDING

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATE

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

AGRICULTURAL RESEARCH SERVICE

OF

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

c P.A.

FIRMTHE

P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943

Johnson M Adams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

USDA AGRICULTURAL RESEARCH SERVICE

US HORTICULTURAL RESEARCH LABORATORY

REPAIR TORNADO DAMAGE

FT. PIERCE, FL

KEY PLANS

G102 3 10804/27/26

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BP

JGM

SOUTHEAST AREA

STONEVILLE, MS

XXX

XXX

XXX

XXX

XXXSCALE:1"=50'-0"

0 50'50' 25'

A B

C

A121

MEP WORK ONLY

GREENHOUSE

GREENHOUSE

GREENHOUSE

GREENHOUSE

GREENHOUSE

GREENHOUSE

GREENHOUSE

GREENHOUSE

SCREENHOUSE

GREENHOUSE

GREENHOUSE

GREENHOUSE

GREENHOUSE

GREENHOUSE

GREENHOUSE

GREENHOUSE

GREENHOUSE

GREENHOUSE

GREENHOUSE

GREENHOUSE

GREENHOUSE

GREENHOUSE

GREENHOUSE

GREENHOUSE

GREENHOUSE

125 GREENHOUSE

AIR COND.

GREENHOUSE

GREENHOUSE

AIR COND.

GREENHOUSE

AIR COND.

GREENHOUSE

AIR COND.

GREENHOUSE

STORAGE BUILDING

STORAGE BUILDING

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Agricultural

Service Research

DESCRIPTION

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DATE

U

NO.

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SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

AGRICULTURAL RESEARCH SERVICE

OF

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

J:\ gre en wo od \20

Jo bs \48

US

DA

To rna do

Da ma ge Re pa ir F

t. P ier ce

FL

\07 W ork ing

Fo lde r\A rch

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3.d wg

Ap r 2

7,

- 9

:25 am c P.A.

FIRMTHE

P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943

Johnson M Adams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

USDA AGRICULTURAL RESEARCH SERVICE

US HORTICULTURAL RESEARCH LABORATORY

REPAIR TORNADO DAMAGE

FT. PIERCE, FL

BID OPTIONS PLAN - HORTICULTURE LAB

G103 4 10804/27/26

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XXX

BID OPTION LEGEND

BASE BID

BID OPTION #1

BID OPTION #2

SCALE: 1/16" = 1'-0"

48'8' 16' 32'0

SCALE:

BID OPTIONS PLAN - HORTICULTURE LAB

1/16"=1'-0"

G102

SEE MECH. / ELECT. DWGS

N

NEW SIDEWALK - SEE CIVIL

KEYPLAN

NTS

GENERAL NOTE

WORK DONE ON HORTICULTURE LAB ROOF REPAIRS IS IN

BASE BID.

N

BID OPTION #3

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATE

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

AGRICULTURAL RESEARCH SERVICE

OF

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

J:\ gre en wo od \20

Jo bs \48

US

DA

To rna do

Da ma ge Re pa ir F

t. P ier ce

FL

\07 W ork ing

Fo lde r\C ivil

\Dr aw ing s\C

0.d wg Ap r 2 7,

- 8 :58 am c P.A.

FIRMTHE

P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943

Johnson M Adams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

USDA AGRICULTURAL RESEARCH SERVICE

US HORTICULTURAL RESEARCH LABORATORY

REPAIR TORNADO DAMAGE

FT. PIERCE, FL

GENERAL NOTES

C100 5 10804/27/26

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DEMOLITION NOTES

D-1 ANY DAMAGE CAUSED BY CONSTRUCTION OPERATIONS SHALL BE REPAIRED TO MATCH THE EXISTING

CONDITIONS AT NO COST TO THE GOVERNMENT.

D-2 AT A MINIMUM, PROVIDE 4' TALL TEMPORARY ORANGE HIGH DENSITY POLYETHYLENE SAFETY FENCE TO

ISOLATE HAZARD AND CONSTRUCTION FROM UNAUTHORIZED ACCESS.

D-3 CARE SHALL BE TAKEN IN ALL OPEN SUB-GRADES TO PREVENT DETERIORATION CAUSED BY WEATHER.

DE-WATER ALL OPEN SUB-GRADES AS REQUIRED TO MAINTAIN STABILITY.

D-4 AT A MINIMUM, PROVIDE TEMPORARY TRAFFIC CONTROL AS REQUIRED FOR PHASING AND CONSTRUCTION.

ALL WORK SHALL CONFORM WITH THE REQUIREMENTS OF THE MANUAL OF UNIFORM TRAFFIC CONTROL

DEVICES (MUTCD). THE CONTRACTOR SHALL PROVIDE ADDITIONAL TRAFFIC CONTROL PER THE

REQUIREMENT OF THE CURRENT EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVISES AS

REQUIRED FOR SAFETY AND CONSTRUCTION STAGING.

D-5 THE CONTRACTOR SHALL CONTROL THE SPREAD OF DUST AND IRRITANTS TO OTHER SPACES, ADJACENT

BUILDINGS AND OUTSIDE OF DESIGNATED WORK AREAS.

D-6 THE CONTRACTOR SHALL PROVIDE CLEAN, STRAIGHT, NEAT CUTS FOR DEMOLITION THAT MINIMIZE IMPACTS AND ADVERSE AFFECTS ON EXISTING FINISHES. COORDINATE THE LOCATION OF THE CUTS TO

ACCOMMODATE FINAL FINISHES.

D-7 IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THE SAFETY AND STABILITY OF ALL COMPONENTS

DURING CONSTRUCTION.

GENERAL NOTES

GN-1 REVIEW ALL PROJECT DOCUMENTS PRIOR TO START OF CONSTRUCTION. REPORT ANY DISCREPANCIES, ERRORS, INCONSISTENCIES, OR OMISSIONS TO THE CONTRACTING OFFICER PRIOR TO PROCEEDING WITH WORK. DIMENSIONS RELATING TO EXISTING CONSTRUCTION ARE TO BE FIELD VERIFIED. THE CONTRACTOR SHALL IMMEDIATELY COMMUNICATE, IN WRITING, CONCERNS WHERE THEY BELIEVE DESIGN DOCUMENTS ARE INSUFFICIENT, INADEQUATE, OR INCORRECT FOR PERFORMING THE CONSTRUCTION WORK. THE CONTRACTOR IS RESPONSIBLE FOR CORRECTING ANY ERROR AFTER THE START OF CONSTRUCTION

WHICH HAS NOT BEEN BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER.

GN-2 EXISTING UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATIONS AS LOCATED AT THE TIME OF THE DESIGN SITE VISIT. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES (WHETHER SHOWN OR NOT), NOTE EXISTING CONDITIONS, AND NOTE ANY VARIANCES TO THE CONTRACTING OFFICER PRIOR TO BEGINNING CONSTRUCTION. UNDERGROUND UTILITIES AND OBSTRUCTIONS WERE NOT IDENTIFIED DURING THE DESIGN OF THIS PROJECT. THE EXTENT OF UNDERGROUND UTILITIES IS UNKNOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ALL EXISTING CONSTRUCTION DURING EXCAVATION, LOCATE ALL EXISTING UTILITIES, AND BEAR ALL EXPENSES OF REPAIR OR REPLACEMENT OF UTILITIES OR OTHER

PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE PERFORMANCE OF THE WORK.

GN-3 COORDINATE WORK WITH ALL TRADES.

GN-4 ALL DETAILS AND SECTIONS ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED

TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT EXCEPT WHERE A SEPARATE DETAIL

IS SHOWN.

GN-5 VERIFY EXISTING CONDITIONS, ELEVATIONS, AND LOCATIONS TO BE JOINED BEFORE CONSTRUCTION.

WHEN SPECIFIC INFORMATION IS INCORRECT, MISSING, OR IN CONFLICT, BRING THE CONFLICT TO THE ATTENTION OF THE CONTRACTING OFFICER PRIOR TO BEGINNING WORK RELATED TO THAT ITEM. IF THEY

DIFFER FROM THOSE SHOWN ON THE DRAWINGS, NOTIFY THE CONTRACTING OFFICER SO THAT

MODIFICATIONS CAN BE MADE BEFORE PROCEEDING WITH THE WORK.

GN-6 THE CONTRACTOR SHALL TAKE CARE, BY THE USE OF GRADING, DIVERSION, AND DE-WATERING, TO

PREVENT PONDING OF WATER ON SITE IN AREAS OF STRUCTURAL AND PAVEMENT SUB-GRADES.

GN-7 THE CONTRACTOR SHALL PROVIDE AS-BUILT DRAWINGS OF ALL NEW UTILITIES AND SERVICES.

GN-8 PRODUCTS SHALL BE INSTALLED PER THE MORE STRINGENT REQUIREMENTS OF THE DESIGN DOCUMENTS

OR THE MANUFACTURER'S PRINTED INSTRUCTIONS FOR THE INDICATED APPLICATION. THESE

INSTRUCTIONS SHALL BE MAINTAINED ON SITE FOR THE DURATION OF THE INSTALLATION AT A MINIMUM.

GN-9 AT THE COMPLETION OF GRADING, THE CONTRACTOR SHALL RE-SPREAD 4" OF TOPSOIL ON ALL DISTURBED UNIMPROVED AREAS, AS REQUIRED TO ESTABLISH VEGETATIVE COVER. AT THE COMPLETION OF THE

PROJECT, HAUL EXCESS OFF SITE.

GN-10 TEMPORARY SEED OR STABILIZE ALL AREAS OF EXPOSED EARTH THAT ARE PLANNED TO BE UNFINISHED

OR UNWORKED FOR A PERIOD EXCEEDING 14 DAYS.

GN-11 THE CONTRACTOR IS RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SITE WHILE JOB IS IN

PROGRESS AND UNTIL JOB IS COMPLETED.

GN-12 ALL DEBRIS SHALL BE REMOVED FROM THE PREMISES BY CONTRACTOR AND ALL AREAS SHALL BE LEFT IN

CLEAN CONDITION AT ALL TIMES.

GN-13 CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF THE OCCUPANTS

AND WORKERS AT ALL TIMES.

GN-14 THE CONTRACTOR SHALL PROVIDE TEMPORARY WATER, POWER, PHONE, AND TOILET FACILITIES AS

REQUIRED.

GN-15 ALL DIMENSIONS ARE TO ONE SIDE OF WALL UNLESS SHOWN OTHERWISE. DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS. DO NOT SCALE DRAWINGS TO DETERMINE ANY LOCATIONS. THE CONTRACTING OFFICER

SHALL BE NOTIFIED OF ANY DISCREPANCY PRIOR TO CONTINUING WITH WORK.

GN-16 ALL CONSTRUCTION SHALL COMPLY WITH ALL GOVERNING BUILDING CODES AND ORDINANCES.

GN-17 THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS AND SHALL MAINTAIN THE

STRUCTURAL INTEGRITY OF ANY CONSTRUCTION UNTIL ALL FINISH LOAD CARRYING SYSTEMS ARE

COMPLETE.

PERMIT NOTES

P-1 THE CONTRACTOR SHALL APPLY FOR, OBTAIN AND COMPLY WITH ALL REQUIRED PERMITS.

P-2 COPIES OF ALL PERMITS SHALL BE MAINTAINED ON SITE. HARD COPIES OF ALL PERMITS SHALL BE

PROVIDED TO THE CONTRACTING OFFICER.

SPECIAL CONDITIONS

SC-1 THE CONTRACTOR SHALL CAREFULLY EXAMINE THE CONTRACT DOCUMENTS AND SECURE FROM THE

CONTRACTING OFFICER ADDITIONAL INFORMATION, IF NECESSARY, THAT MAY BE REQUISITE TO A CLEAR

AND FULL UNDERSTANDING OF THE WORK.

SC-2 ANY WORK OR MATERIAL WHICH IS NOT DIRECTLY OR INDIRECTLY NOTED IN THE SPECIFICATIONS AND DRAWINGS, BUT IS NECESSARY FOR THE PROPER EXECUTION OF THE WORK TO BE UNDERSTOOD AS “IMPLIED”, ANY DISCREPANCIES BETWEEN DRAWINGS AND SPECIFICATIONS MUST BE REPORTED TO THE ENGINEER/ARCHITECT FOR CORRECTION AND INTERPRETATION BEFORE THE WORK IS EXECUTED.

SC-3 PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL MAKE CERTAIN THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED, NO CONSTRUCTION FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS

APPROVED BY ALL OF THE PERMITTING AUTHORITIES.

SC-4 ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECS. AND THE REQUIREMENTS AND STANDARDS OF THE LOCAL, STATE, AND FEDERAL GOVERNING AUTHORITIES.

PREPARATION AND SAFETY

PS-1 THE CONTRACTOR SHALL PERFORM ALL WORK IN A SAFE AND ORDERLY MANNER, AVOIDING HAZARDOUS

CONDITIONS.

PS-2 THE CONTRACTOR SHALL ERECT SUITABLE BARRIERS AROUND HAZARDOUS DEMOLITION AND

CONSTRUCTION AREAS TO DETOUR PEDESTRIAN TRAFFIC AND PREVENT NORMAL ACCESS TO SUCH AREAS

BY UNAUTHORIZED PERSON.

PS-3 THE CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH APPLICABLE SAFETY CODES AND

STANDARDS.

CONTRACTOR NOTES

CN-1 THE CONTRACTOR SHALL PROVIDE FULL TIME SUPERVISION AS REQUIRED TO DIRECT THE WORK

REQUIRED.

CN-2 THE CONTRACTOR SHALL PERFORM ALL WORK AS SHOWN OR IMPLIED IN COMPLIANCE WITH ALL STATE OF

FLORIDA AND FEDERAL CODES, RULES, AND REGULATIONS.

FOUNDATION NOTES

FN-1 FOUNDATIONS ARE DESIGNED FOR AN ALLOWABLE GROSS BEARING PRESSURE OF 2200 PSF. FOR FOOTING

FOUNDED APPROXIMATELY 16 INCHES BELOW FINAL GRADE, CONTRACTOR MUST VERIFY BEARING

CAPACITY OF SOIL.

FN-2 THE MAXIMUM ALLOWABLE SOIL PRESSURE FOR REINFORCED CONCRETE SPREAD FOOTINGS BEARING A

MINIMUM OF 18 INCHES BENEATH THE FINISH SUBGRADE ELEVATION IS 2500 PSF.

FN-3 PROTECT PIPES & CONDUITS RUNNING THROUGH WALLS & SLABS WITH 1/2 INCH EXPANSION MATERIAL.

LOWER CONTINUOUS FOOTINGS & GRADE BEAMS PERPENDICULAR TO PIPE RUNS TO ALLOW PIPES TO PASS ABOVE THE FOOTINGS OR THROUGH THE GRADE BEAMS. ALTERNATIVELY, PROVIDE A CONCRETE JACKET IF PIPES ARE LOW ENOUGH TO BE PLACED BELOW THE FOOTINGS & GRADE BEAMS. LOWER FOOTINGS & GRADE BEAMS PARALLEL TO PIPE RUNS TO AVOID SURCHARGE ONTO ADJACENT TRENCH

EXCAVATIONS.

FN-4 MAINTAIN SUBGRADE & FILL MOISTURE CONTENT UNTIL FOUNDATIONS ARE PLACED.

FN-5 DO NOT PLACE FOOTINGS OR SLABS AGAINST SUBGRADE CONTAINING FREE WATER, FROST, OR ICE.

FN-6 MAINTAIN PROPER SITE DRAINAGE DURING CONSTRUCTION TO ENSURE SURFACE RUNOFF AWAY FROM

STRUCTURES & TO PREVENT PONDING OF SURFACE RUNOFF NEAR THE STRUCTURES.

FN-7 KEEP OPEN EXCAVATIONS AROUND BUILDING PERMETER DRY. BACK FILL AGAINST FOUNDATIONS & GRADE

BEAMS AS SOON AS PRACTICAL. PUMP WATER OUT & DRY OPEN EXCVATIONS, IF FLOODED PRIOR TO

BACKFILLING.

BUILDING PAD PREPARATION NOTES

BP-1 THE AREAS TO RECEIVE SELECT FILL SHALL BE STRIPPED OF ALL VEGETATION, EXISTING FILL, & SOFT OR

DISTURBED SOILS. THE EXCAVATED AREA SHALL BE OBSERVED BY THE SOILS ENGINEER PRIOR TO

PLACING DENSITY-CONTROLLED SELECT CLAYEY FILL.

BP-2 THE EXPOSED GRADE SHALL BE SCARIFIED TO A MINIMUM DEPTH OF 8 INCHES, MOISTENED TO A CONTENT OF -2 TO +4 PERCENT OF OPTIMUM & RECOMPACTED TO A MINIMUM OF 95% OF THE ASTM D-698.

BP-3 SELECT FILL, CONSISTING OF SOIL APPROVED BY A SOILS ENGINEER, SHALL BE PLACED IN COMPACTED

LAYERS WITH SUITABLE COMPACTION EQUIPMENT.

BP-4 ANY TRASH & DEBRIS IN THE EXISTING FILL SHALL BE REMOVED DURING GRADING.

BP-5 PLACE SUBSEQUENT LIFTS OF SELECT FILL IN THIN HORIZONTAL LAYERS NOT EXCEEDING EIGHT INCHES

ON LOOSE THICKNESS & COMPACT EACH LIFT TO AT LEAST 95% OF ASTM D-698. MAINTAIN MOISTURE

WITHIN TWO PERCENT ± THE THEORETICAL OPTIMUM.

BP-6 FIELD OBSERVATION & TESTING SHALL BE PERFORMED BY THE SOILS ENGINEER DURING GRADING TO ASSIST THE CONTRACTOR IN OBTAINING THE REQUIRED DEGREE OF COMPACTION & THE PROPER MOISTURE CONTENT. WHERE COMPACTION IS LESS THAN REQUIRED, ADDITIONAL COMPACTIVE EFFORT SHALL BE MADE WITH ADJUSTMENT OF THE MOISTURE CONTENT, AS NECESSARY, UNTIL 95% COMPACTION

IS OBTAINED.

BP-7 FINE GRAINED, LOW COHESION SOILS OF THE TYPE SPECIFIED FOR SELECT FILL MAY BE COMPACTED

USING RUBBER-TIRED, AND/OR PNEUMATIC, ROLLERS, & STRICT MOISTURE CONTROL.

BP-8 VEGETATION OR ASSOCIATED ROOT SYSTEM LOCATED WITHIN THE AREA TO BE GRADED SHALL BE REMOVED DURING GRADING. ANY EXISTING OR ABANDONED UTILITIES LOCATED WITHIN THE AREA SHALL BE REMOVED OR RELOCATED. ALL FILL MATERIALS & DISTURBED SOILS RESULTING FROM GRADING OPERATIONS SHOULD BE REMOVED & PROPERLY RECOMPACTED PRIOR TO FOUNDATION EXCAVATION.

BP-9 THE SOURCE OF SELECT FILL IS UNKNOWN. ALLOW AT LEAST THREE DAYS FOR PROPER TESTING OF

POTENTIAL BORROW AREAS. VERIFY SUITABILITY PRIOR TO PLACEMENT ON SITE.

GEOTECHNICAL/SITE PREPARATION

GT-SP-1 MINIMAL GRADING IS ANTICIPATED TO BE REQUIRED TO ACHIEVE A DESIGN ELEVATION COMPATIBLE WITH

THE SURROUNDING IMPROVEMENTS.

GT-SP-2 POSITIVE GRADING SHALL BE MAINTAINED TO PREVENT THE MOISTURE FROM SATURATING THE SUBGRADE.

GT-SP-3 EXISTING VEGETATION AND THE ROOT MAT SHALL BE REMOVED. COMPLETE STRIPPING OF THE TOPSOIL

SHALL BE PERFORMED IN THE PROPOSED BUILDING AREAS. STRIPPED MATERIALS CONSISTING OF

VEGETATION AND ORGANIC MATERIALS SHOULD BE WASTED OFF SITE OR USED TO VEGETATE

LANDSCAPED AREAS.

SUBGRADE REQUIREMENTS

GT-SR-1 RECEIVING SUBGRADE SHOULD BE SCARIFIED TO A MINIMUM DEPTH OF 8" AND COMPACTED TO A

MINIMUM OF 95% OF MAXIMUM DRY DENSITY ESTABLISHED BY STANDARD PROCTOR (ASTM D-698) GT-SR-2 COMPACTION TEST FREQUENCY FOR SUBGRADE SHALL BE 1 TEST PER 2,000 SF OF PREPARED

SUBGRADE BENEATH STRUCTURE

GT-SR-3 MINIMUM OF 3 TESTS PER LIFT BENEATH STRUCTURE.

FILL MATERIAL REQUIREMENTS

GT-FMR-1 FILL MATERIALS BY ALLOWABLE USCS SOIL CLASSIFICATION TYPE AND LOCATION.

GT-FMR-2 LEAN CLAY (CL) OR CLAYEY SAND (SC) (8<PI<18) ALL LOCATIONS AND ELEVATIONS.

GT-FMR-3 MOISTURE CONTENT OF ALL SOILS SHOULD BE MAINTAINED COMPATIBLE WITH THE LABORATORY

OPTIMUM.

GT-FMR-4 RIVER SAND (SP, SM-SP (NOTE THAT FINES DEFINED AS RIVER SAND PERCENT PASSING THE NO. 200

SIEVE SHALL BE LESS THAN 10 PERCENT)) ALL LOCATIONS AND ELEVATIONS.

FILL COMPACTION REQUIREMENTS

GT-FCR-1 RELOCATED OR IMPORTED SOILS SHOULD BE PLACED IN MAXIMUM LOOSE LIFTS OF 8" COMPACTED TO A

MINIMUM OF 95% OF MAXIMUM DRY DENSITY ESTABLISHED BY STANDARD PROCTOR (ASTM D-698) GT-FCR-2 4" LIFTS IN LOOSE THICKNESS WHEN HAND GUIDED EQUIPMENT (I.E. JUMPING JACK OR PLATE

COMPACTOR) IS USED.

GT-FCR-3 COMPACTION TEST FREQUENCY FOR SUBGRADE SHALL BE 1 TEST PER 2,000 SF PER 8" LOOSE LIFT OF

RELOCATED OR IMPORTED FILL BENEATH STRUCTURE

GT-FCR-4 MINIMUM OF 3 TESTS PER LIFT BENEATH STRUCTURE.

RC-1 ALL CONCRETE DESIGN AND PLACEMENT SHALL BE IN STRICT ACCORDANCE WITH THE

ACI "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE," ACI 318.

RC-2 STRUCTURAL CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS AND SHALL

DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS.

RC-3 CHAMFER ALL EDGES OF EXPOSED CONCRETE 3/4" UNLESS NOTED OTHERWISE.

RC-4 LAP CONTINUOUS REINF. AS NOTED IN LAP SPLICE SCHEDULE. LAP CONT. BOTTOM

STEEL OVER SUPPORT AND CONT. TOP STEEL AT MIDSPAN UNLESS OTHERWISE

SPECIFIED.

RC-5 SLEEVE ALL PENETRATIONS THROUGH BEAMS INDIVIDUALLY. CORE DRILLING SHALL

NOT BE PERMITTED. SUBMIT LOCATION AND SIZE OF SLEEVES THROUGH BEAMS TO

CONTRACTING OFFICER FOR REVIEW PRIOR TO CASTING CONCRETE.

RC-6 ALL EMBEDDED ITEMS SHALL BE SECURELY TIED IN PLACE PRIOR TO CONCRETE

PLACEMENT. GREENHOUSE ANCHOR SIZE AND SPACING PRE MANUFACTURE'S

RECOMMENDATION

RC-7 ALL REINFORCEMENT SHALL BE IN ACCORDANCE WITH ASTM A775 GRADE 60 (UNO).

REINFORCED CONCRETE

4825 AB SEAL 260427

GREENHOUSE

125 GREENHOUSE

AIR COND.

GREENHOUSE

AIR COND.

GREENHOUSE

C J

CJ CJ

10'-0"

'-0

9'-

2"

10'-0" 10'-0"

C J

9'- 2"

10'-0"

GREENHOUSE

GREENHOUSE

GREENHOUSE

EJ

EJ

CJ CJ

CSTR CSTR CSTR

C J

C J

C J

C J

C

ST

R

C J

C J

C J

C J

C

ST

R

C J

C J

C J

C J

C

ST

R

C J

C J

C J

C J

C

ST

R

C J

C J

C J

C J

C

ST

R

C J

C J

EJ EJ

C

ST

R C

ST

R

EJ EJ EJ EJ EJ EJ

'-0

6'- 0"

4'- 0"

10'-0"10'-0"

6'- 0"2J

OI

NT

S

' S

PA

CI

NG

'-4

4'- 0"

SCREENHOUSE

GREENHOUSE

GREENHOUSE

EJ

EJ

C J

C J

C J

C J

C

ST

R

C J

C J

C J

C J

C

ST

R

C J

C J

C J

C J

C

ST

R

C J

C J

C J

C J

C

ST

R

C J

C J

C J

C J

C

ST

R

CJ CJ

CSTR

EJ EJ

6'- 0"

4'- 0"

10'-0"

'-0

3 J

OI

NT

S

' S

PA

CI

NG

4'- 0"

8'-0"

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATE

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

AGRICULTURAL RESEARCH SERVICE

OF

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

J:\ gre en wo od \20

Jo bs \48

US

DA

To rna do

Da ma ge Re pa ir F

t. P ier ce

FL

\07 W ork ing

Fo lde r\C ivil

\Dr aw ing s\C

1.d wg Ap r 2 7,

- 8 :59 am c P.A.

FIRMTHE

P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943

Johnson M Adams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

USDA AGRICULTURAL RESEARCH SERVICE

US HORTICULTURAL RESEARCH LABORATORY

REPAIR TORNADO DAMAGE

FT. PIERCE, FL

CIVIL PLAN

C101 6 10804/27/26

BP

BP

JGM

SOUTHEAST AREA

STONEVILLE, MS

XXX

XXX

XXX

XXX

XXX

SCALE:

CIVIL PLAN: PAVEMENT 1

1/16"=1'-0"

C101

KEYPLAN

NTS

AREA OF WORK

PL

AN

NO

RT

H

NORTH

SCALE:

TYPICAL EXPANSION JOINT DETAIL(EJ)

NONE

C101

18"-#6 DOWEL @ 18" O.C.,

ONE END GREASED

SCALE:

DETAIL "A"

NONE

A

C101

LIQUID JOINT SEALANT

EXISTING STRUCTURE

PREFORMED JOINT FILLER

3/16" ± 1/16"

SCALE:

TYP. ISOLATION JOINT

AT EXISTING STRUCTURE

NONE

C101

NEW PCC PAVEMENT

6X6 W2.9XW2.9 WWR

SCALE:

CONTROL JOINT DETAIL(CJ)

NONE

C101

PREFORMED JOINT FILLER

SCALE:

TYP. CONSTRUCTION JOINT DETAIL(CSTR)

NONE

C101

6X6 W2.9XW2.9 WWR

C

C101 A

C101

B C101

18"-#6 DOWEL @ 18" O.C.

LOW MODULUS

SILICONE SEALANT

CLOSED CELL

POLYETHYLENE

BACKER ROD (1"DIA.)

PRE-MOLDED EXPANSION

JOINT FILLER

SCALE:

DETAIL "C"

NONE

C

C101

CONSTRUCTION JOINT

LOW MODULUS SILICONE

SEALANT

CLOSED CELL

POLYETHYLENE BACKER

ROD (1"DIA.)

SCALE:

DETAIL "B"

NONE

B

C101

SEPARATING TAPE

LIQUID JOINT

SEALANT

* FIRST SAWCUT

** SECOND SAWCUT

3/4"

3/8

1/2

2" (S

AW

ED

O R

FO

RM

ED

1/2"

1/4

1/4 "1/2

2"

3/8"

3/1 6"

±1 /16

1/8"

5/8

2 1 /4"

T

T/

2"

TY

P.

1/2" 1"

3"

2"

TY

P.

T

T/

2"

TY

P.

6X6 W2.9XW2.9 WWR

WORK KEYNOTES

1. MATCH EXISTING PAVEMENT AND ELEVATION.

LEGEND

NEW PAVEMENT AREA

EXPANSION JOINT.

CONTROL JOINT

CONSTRUCTION JOINT

EJ EJ EJ EJ

CJ CJ CJ CJ

CSTR CSTR CSTR

SCALE:

TYPICAL SIDEWALK

PAVEMENT SECTION

NONE

C101

X X X X X X X X X X

#4 (CONT.) 6"6"

8"

VARIES, MIN 10'

#4 (CONT.)

X

REINFORCING 6X6

W2.9XW2.9 WWR

CRUSHED STONE

DAYLIGHT TO

EXISTING GRADE.

SLOPE 4:1

4" CRUSHED STONE BASE

SCALE: 1/16" = 1'-0"

8' 16'0

SIDEWALK

(4" THICK CONC.)

SLOPE (2% MIN.)

GRADE AWAY FROM

GREENHOUSE

1 1/2"R

GRADE AWAY FROM

SLAB 2' @ 5% GRADE AWAY FROM

GREENHOUSE F.F. 10' @ 5%

SCALE:

CIVIL PLAN: PAVEMENT 2

1/16"=1'-0"

C101

C101

C101

C101

340'

1 1

34 JOINTS @ 10' SPACING

PHASING NOTES

1. ALL EXTERIOR WORK THIS SHEET IS BASE BID.

88'-0" +/-

'-0

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATE

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

AGRICULTURAL RESEARCH SERVICE

OF

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

J:\ gre en wo od \20

Jo bs \48

US

DA

To rna do

Da ma ge Re pa ir F

t. P ier ce

FL

\07 W ork ing

Fo lde r\C ivil

\Dr aw ing s\C

2.d wg Ap r 2 7,

- 8 :59 am c P.A.

FIRMTHE

P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943

Johnson M Adams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

USDA AGRICULTURAL RESEARCH SERVICE

US HORTICULTURAL RESEARCH LABORATORY

REPAIR TORNADO DAMAGE

FT. PIERCE, FL

LEESBURG DEMO PLAN

BID OPTION 5

C102 7 10804/27/26

BP

BP

JGM

SOUTHEAST AREA

STONEVILLE, MS

XXX

XXX

XXX

XXX

XXX

SCALE:

BID OPTION #5 CIVIL PLAN: SITE DEMOLITION

1"=10'

C102

KEYPLAN - LEESBURG

NTS

DEMO EXISTING GREENHOUSE

LEGEND

LIMITS OF CONSTRUCTION

LIMITS OF SEEDDING

CONCRETE FOUNDATION TO BE

DEMOLISHED

WORK KEYNOTES

GREENHOUSEGREENHOUSE

SCALE: 1" = 10'

5' 010' 10'

1. CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS PRIOR TO BEGINNING WORK.

2. LOCATE AND PROTECT ALL EXISTING UTILITIES. PROVIDE UTILITY LOCATING SERVICES PRIOR TO ANY EXCAVATION.

3. REMOVE AND DEMOLISH EXISTING CONCRETE PAD AND ANY ASSOCIATED FOUNDATIONS, FOOTINGS, OR ANCHORS SUPPORTING THE

FORMER GREENHOUSE.

4. DISPOSE OF DEMOLISHED CONCRETE AND DEBRIS OFF-SITE IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS.

5. BACKFILL EXCAVATED AREAS WITH APPROVED STRUCTURAL FILL PLACED IN 6" LIFTS AND COMPACTED TO A MINIMUM OF 95% OF

MAXIMUM DRY DENSITY (ASTM D698) UNLESS NOTED OTHERWISE.

6. FINAL FILL MATERIAL SHALL BE FREE OF ORGANIC MATTER, DEBRIS, AND OVERSIZED ROCK.

7. GRADE SITE TO PROVIDE POSITIVE DRAINAGE AWAY FROM ADJACENT STRUCTURES AND TO DRAIN NATURALLY WITHOUT PONDING.

8. PROVIDE SMOOTH, UNIFORM TRANSITIONS TO ADJACENT EXISTING GRADES.

9. FINAL SURFACE SHALL BE FINE GRADED, FREE OF RUTS, DEPRESSIONS, AND ABRUPT CHANGES IN SLOPE.

10. PLACE A MINIMUM OF 4 INCHES OF TOPSOIL OVER RESTORED AREAS PRIOR TO SEEDING, UNLESS NOTED OTHERWISE.

11. SEED ALL DISTURBED AREAS; WATER AND MAINTAIN UNTIL ESTABLISHED.

12. REPAIR ANY AREAS DAMAGED BY CONSTRUCTION ACTIVITIES TO MATCH EXISTING CONDITIONS.

13. CONTRACTOR SHALL MAINTAIN EROSION AND SEDIMENT CONTROL MEASURES DURING CONSTRUCTION AND UNTIL PERMANENT

STABILIZATION IS ACHIEVED.

14. ALL WORK SHALL COMPLY WITH APPLICABLE CODES, ORDINANCES, AND PROJECT SPECIFICATIONS.

15. CONTRACTOR SHALL COORDINATE WORK TO MINIMIZE DISRUPTION TO SURROUNDING AREAS.

16. FINAL ACCEPTANCE IS SUBJECT TO APPROVAL OF THE CONTRACTING OFFICER.

1. LIMITS OF DEMOLITION, GRADING, AND SEEDING.

2. CAP SUPPLY LINES ABOVE GRADE AT TANK FOR DEMOLISHED GREENHOUSES ONLY. REMOVE

EXISTING SUPPLY LINES FEEDING GREENHOUSE PRIOR TO GREENHOUSE DEMOLITION.

3. DEMOLISH CONCRETE SLAB.

4. DEMOLISH FUEL LINE, BACKFILL, COMPACT, AND ESTABLISH GRASS.

3 3

GENERAL NOTES:

10.8 KIPS

7 KIPS

10.8 KIPS

7 KIPS

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATE

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

AGRICULTURAL RESEARCH SERVICE

OF

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

J:\ gre en wo od \20

Jo bs \48

US

DA

To rna do

Da ma ge Re pa ir F

t. P ier ce

FL

\07 W ork ing

Fo lde r\C ivil

\Dr aw ing s\S

0.d wg Ap r 2 7,

- 8 :59 am c P.A.

FIRMTHE

P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943

Johnson M Adams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

USDA AGRICULTURAL RESEARCH SERVICE

US HORTICULTURAL RESEARCH LABORATORY

REPAIR TORNADO DAMAGE

FT. PIERCE, FL

STRUCTURAL NOTES

S100 8 10804/27/26

BP

BP

JGM

SOUTHEAST AREA

STONEVILLE, MS

XXX

XXX

XXX

XXX

XXX

AFF

AISC

APPROX.

ARCH.

AHU

AWS

BC

bf

BFF

BOT. OR B

BRG

C&C

CJ OR CONST. JT.

CL

C.G.

CLR.

CMU

COL.

COMP.

CONC.

CONT.

CRSI

D

DIA.

db

DCJ

DL.

DO

DWG.

EL.

E.O.S.

EQ.

E.S.

E.W.

EXP.

FD

FIN.

F.F.

GALV.

GR

HSS

JST

JT.

K

KSF

LL

LLH

LLV

MAX.

MECH.

MFR.

MIN.

NO. OR #

O.C.

OF

PL

PSF

PSI

RP

REQ'D

SCH

SJ

STIFF.

TC

T.O.C.

T.O.S.

TYP.

U.N.O.

W/

WWF

W.P.

ABOVE FINISHED FLOOR

AMERICAN INSTITUTE OF STEEL CONSTRUCTION

APPROXIMATE

ARCHITECTURAL

AT

AIR HANDLING UNIT

AMERICAN WELDING SOCIETY

BOTTOM CHORD

FLANGE WIDTH

BELOW FINISHED FLOOR

BOTTOM OR BOTTOM MOST

BEARING

COMPONENT AND CLADDING

CONSTRUCTION JOINT

CENTERLINE

CENTER OF GRAVITY

CLEAR

CONCRETE MASONRY UNIT

COLUMN

COMPOSITE

CONCRETE

CONTINUOUS

CONCRETE REINFORCING STEEL INSTITUTE

DEPTH

DIAMETER

BAR DIAMETER

DOWELED CONTROL JOINT

DEAD LOAD

DITTO

DRAWING

ELEVATION

EDGE OF SLAB

EQUALLY

EACH SIDE

EACH WAY

EXPANSION

FLOOR DRAIN

FINISHED, FINISH

FINISHED FLOOR

GALVANIZED

GALVANIZED STEEL GRATING

HOLLOW STEEL SECTION

POSITIVE MOMENT OF INERTIA

NEGATIVE MOMENT OF INERTIA

JOIST

JOINT

KIP (KILO POUND)

KIPS PER SQUARE FOOT

LIVE LOAD

LONG LEG HORIZONTAL

LONG LEG VERTICAL

MAXIMUM

MECHANICAL

MANUFACTURER

MINIMUM

NUMBER

ON CENTER

OUTSIDE FACE

PLATE

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

RADIUS POINT

REQUIRED

POSITIVE SECTION MODULUS

NEGATIVE SECTION MODULUS

SCHEDULE

SAW JOINT

STIFFENER

TRUSS

THICKNESS

TOP CHORD

TOP OF COLUMN

TOP OF STEEL

TYPICAL

UNLESS OTHERWISE NOTED

WITH

WELDED WIRE FABRIC

WORKING POINT

ABBREVIATIONS

DESIGN CRITERIA

CODES AND STANDARDS

A. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE,

AMERICAN CONCRETE INSTITUTE (ACI), ACI 318-19.

B. MINIMUM DESIGN LOADS FOR BUILDING AND OTHER

STRUCTURES, ASCE 7-22.

C. INTERNATIONAL BUILDING CODE (IBC), 2021

D. STRUCTURAL COMPONENTS IN THIS PROJECT DESIGNED USING

LRFD METHODOLOGY

E. AISI AMERICAN IRON AND STEEL INSTITUTE.

1.0 MINIMUM DESIGN LOADS AND REQUIREMENTS IN ACCORDANCE

WITH IBC, 2021

FLOOR LIVE LOAD

COLLATERAL

ROOF LIVE LOAD (REDUCIBLE)

M&E

WIND DESIGN DATA:

ULTIMATE WIND SPEED

NOMINAL WIND SPEED

RISK CATEGORY

WIND EXPOSURE

COMPONENTS AND CLADDING DESIGN PRESSURE

EARTHQUAKE DESIGN DATA:

SEISMIC IMPORTANCE FACTOR

SS

S1

SITE CLASS

SDS

SD1

SEISMIC DESIGN CATEGORY

SEISMIC RESISTING SYSTEM

DESIGN BASE SHEAR

CS

R

DESIGN METHOD

150 PSF

5 PSF

20 PSF

5 PSF

159 MPH

123.2MPH

II

SEE TABLE 1

SHEET S100

1.0

18 %

4.4 %

15 %

6.2 %

STEEL FRAMES NOT SPECIFICALLY

DETAILED FOR SEISMIC RESISTANCE

0.064W 0.064

3.0

EQUIVALENT LATERAL FORCE

2.0 MATERIALS

CONCRETE (28 DAY STRENGTH)

SLAB ON GRADE / FOUNDATION

REINFORCING:

BARS

WELDED WIRE FABRIC

STRUCTURAL STEEL SHAPES, PLATES AND MISCELLANEOUS SHAPES:

4,000 PSI

ASTM A615/A615M

ASTM A185

BOLTS:

BOLTS

ANCHOR RODS:

ANCHOR RODS

GROUT:

GROUT

ASTM F1554. GRADE 36

2 KSI

STRUCTURAL GENERAL NOTES

ASTM A325 BEARING TYPE N

APPLICABLE SHAPE SERIES ASTM DESIGNATION MIN. YIELD STRESS (FY)

(KSI)

W A992 50 M A36 36 S A36 36 C A36 36

MC A36 36

L A36 36

HSS (RECTANGLE) A500 46

HSS (ROUND) A500 42

PIPE A53 35

PLATES A36 36

PLATES A572 50

BARS A572 42

3.0 CAST-IN-PLACE CONCRETE NOTES

3.1 CONCRETE COVER FOR REINFORCEMENT:

A. CONCRETE DEPOSITED AGAINST AND PERMANENTLY EXPOSED TO

EARTH

B. CONCRETE EXPOSED TO EARTH OR WEATHER:

#5 BARS OR SMALLER

#5 BARS OR LARGER

C. CONCRETE NOT EXPOSED TO WEATHER OR NOT IN CONTACT WITH

GROUND:

SLAB, WALL, AND JOISTS BEAMS

3.2 UNLESS SPECIFICALLY NOTED, SCHEDULED OR DETAILED OTHERWISE

PROVIDE DEVELOPMENT LENGTH FOR REINFORCING IN CONCRETE

COMPONENTS IN ACCORDANCE WITH THE SCHEDULE IN NOTE 3.3

BELOW. THIS SCHEDULE SHALL APPLY TO ALL DEVELOPMENT LENGTHS

NOT OTHERWISE NOTED, DETAILED OR SCHEDULED IN THE DRAWINGS

OR SPECIFICATIONS.

3.3 REINFORCING BAR DEVELOPMENT LENGTHS Ld (f'c = 4000 PSI)

3"

2" 1"

1 1/2"

4.0 FOUNDATION:

STRUCTURAL FOUNDATIONS FOR THE PROJECT WILL BE AUGER CAST PILES SUPPORTING CONCRETE

GRADE BEAMS.

ALL AT GRADE SLABS SHALL BE CONSTRUCTED ON 6 INCH CAPILLARY WATER BARRIER FORM WITH A

10 MIL VAPOR BARRIER.

PROTECT PIPES AND CONDUITS RUNNING THROUGH WALLS AND SLABS WITH 1/2 INCH EXPANSION

MATERIAL.

MAINTAIN SUBGRADE AND FILL MOISTURE CONTENT UNTIL FOUNDATIONS ARE PLACED.

DO NOT PLACE SLAB AGAINST SUBGRADE CONTAINING FREE WATER, FROST, OR ICE.

MAINTAIN PROPER SITE DRAINAGE DURING CONSTRUCTION TO ENSURE SURFACE RUNOFF AWAY

FROM STRUCTURES AND TO PREVENT PONDING OF SURFACE RUNOFF NEAR THE STRUCTURES.

KEEP OPEN EXCAVATIONS AROUND BUILDING DRY. BACKFILL AGAINST GRADE BEAMS AS SOON AS PRACTICAL. PUMP WATER OUT OF OPEN EXCAVATIONS IF FLOODING OCCURS PRIOR TO BACKFILLING.

TENSION AND DEVELOPMENT SPLICE LENGTHS - f'c = 4000 psi CONCRETE

BAR

SIZE

DEVELOPMENT LENGTH SPLICE LENGTH STANDARD 90 DEGREE HOOK

TOP BAR

(INCHES)

OTHER BAR

(INCHES)

TOP BAR

(INCHES)

OTHER BAR

(INCHES)

EMBED

(INCHES)

LEG LENGTH

(INCHES)

BEND DIA.

(INCHES)

#3 19 15 24 22 6 6 2.25 #4 25 19 32 25 8 8 3 #5 31 24 40 31 10 10 3.75 #6 37 29 48 37 12 12 4.5 #7 54 42 70 54 14 14 5.25 #8 62 48 80 25 16 16 6

NOTES:

1. STRAIGHT DEVELOPMENT LENGTH AND SPLICE LENGTHS ARE BASED ON UNCOATED BARS

ASSUMING CENTER TO CENTER BAR SPACING GREATER THAN 3 BAR DIAMETERS WITHOUT TIES OR STIRRUPS OR 2 BAR DIAMETERS WITH TIES OR STIRRUPS, AND CLEAR COVER OF 1 BAR DIAMETER.

2. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12 INCHES OF CONCRETE BELOW THE BAR.

3. STANDARD 90 DEGREE HOOK EMBEDMENT LENGTH ARE BASED ON SIDE COVER GREATER THAN

2.5 INCHES AND END COVER GREATER THAN 2 INCHES WITHOUT TIES AROUND HOOKS.

3.4 LAP SPLICE LENGTHS FOR REINFORCING BARS SHALL BE THE SAME AS SHOWN IN THE TABLE.

3.5 WHEN TWO BARS OF DIFFERENT SIZES ARE LAPPED, THE SMALLER SIZE GOVERNS THE LAP

LENGTH UNLESS SPECIFICALLY NOTED OTHERWISE.

3.6 WHEN REINFORCING STEEL IS NOTED AS CONTINUOUS REINFORCING IN GRADE BEAMS, WALLS, SLABS AND/OR BEAMS, SPLICE CONTINUOUS REINFORCING STEEL ONLY WHEN UNAVOIDABLE DUE TO STOCK LENGTHS. STAGGER ALL SPLICES A MINIMUM OF 4'-0". ADJACENT BAR SPLICES ARE NOT ACCEPTABLE. LOCATE THE TOP BAR SPLICES WITHIN THE MIDDLE HALF OF THE SPAN AND LOCATE THE BOTTOM BAR SPLICES AT SUPPORTS, OR BETWEEN SUPPORTS AND 1/3 SPAN POINT, UNLESS NOTED OTHERWISE ON PLANS, DETAILS OR SCHEDULES.

3.7 HORIZONTAL JOINTS WILL NOT BE PERMITTED IN CONCRETE CONSTRUCTION EXCEPT AS SHOWN

ON THE DRAWINGS. VERTICAL JOINTS SHALL OCCUR AT LOCATIONS INDICATED.

3.8 AT CONSTRUCTION JOINTS, CONTACT SURFACES MUST BE CLEAN AND FREE OF LATENCIES AND

INTENTIONALLY ROUGHENED TO A FULL AMPLITUDE OF APPROXIMATELY 1/4 INCH

3.9 PROVIDE FULL EMBEDMENT WITH 90-DEGREE HOOKS FOR ALL DOWELS IF NOT OTHERWISE NOTED.

3.10 CHAMFER ALL EXPOSED TO VIEW CORNERS 3/4", U.N.O.

5.0 GENERAL:

WHERE A SECTION OR DETAIL IS SHOWN FOR ONE CONDITION, IT SHALL ONLY APPLY TO LIKE OR

SIMILAR CONDITIONS.

6.0 POST INSTALLED ADHESIVE ANCHORS:

6.1 POST INSTALLED ADHESIVE ANCHORS SHALL BE STAINLESS STEEL AND SHALL ONLY BE USED WITH THE

WRITTEN CONSENT OF THE CONTRACTING OFFICER. STRENGTH OF ANCHORS SHALL BE BASED UPON

THE REQUIRED STRENGTH OF THE SPECIFIC INSTALLATION AND LOCATION OF ANCHORS.

6.2 INSTALL BOLTS PERPENDICULAR TO THE FACE OF THE CONCRETE. DEVIATION FROM PERPENDICULAR

GREATER THAN 10 DEGREES WILL NOT BE ACCEPTABLE.

6.3 CREATE A TEMPLATE AT EACH BOLT CONNECTION LOCATION PRIOR TO FABRICATING HOLES IN

CONNECTION PLATES. MAKE TEMPLATE BY LOCATING EXISTING REBAR WITH PACHOMETER.

REPOSITION BOLTS A MAXIMUM OF 1-1/2" TO AVOID CONFLICTS WITH EXISTING.

6.4 DRILL HOLES TO DEPTH AND DIAMETER RECOMMENDED BY MANUFACTURER. DO NOT ENLARGE OR

REDIRECT HOLES ALONG THE LENGTH OF THE BOLTS.

6.5 DRILL HOLES IN CONTINUOUS OPERATION. BLOW DUST FROM THE HOLE USING COMPRESSED AIR.

6.6 FILL ABANDONED HOLES WITH EPOXY GROUT.

7.0 DELEGATED DESIGN NOTES:

7.1 THE PRE-ENGINEERED METAL BUILDING SYSTEM AND ITS RELATED STRUCTURAL ELEMENTS & COMPONENTS ARE

DELEGATED DESIGN ENGINEERED SYSTEMS. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS THAT ARE SEALED BY A FLORIDA LICENSED ENGINEER, EMPLOYED BY THE CONTRACTOR/MANUFACTURER, INDICATING THAT THE SUPPLIED COMPONENTS ARE IN COMPLIANCE WITH THE CONTRACT DOCUMENTS AND THE SPECIFIED CRITERIA.

PROVIDE A COMPLETE DESIGN ANALYSIS SHOWING ALL CALCULATIONS FOR THE SYSTEMS (PRE-ENGINEERED METAL BUILDING SYSTEM- COLUMNS, TRUSSES, BRACES, PURLINS, MODIFIED FOUNDATION REQUIREMENTS, LAYOUT OF ANCHOR BOLTS AND OTHER EMBEDDED ITEMS). DELEGATED DESIGNS MUST COMPLY WITH THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE. ALL SUBMITTALS MUST BE APPROVED BY THE CONTRACTING OFFICER PRIOR TO ANY FABRICATION OR RELATED FIELD CONSTRUCTION. DETAILS SHOWN ON THESE CONSTRUCTION DRAWINGS ARE THE DESIGNER OF RECORD'S ESTIMATE OF REQUIREMENTS BASED ON ANTICIPATED SYSTEMS AND CONFIGURATION. ITEMS SPECIFIED IN THESE CONTRACT DOCUMENTS, SUCH AS THICKNESS AND GAUGES, MUST BE INCORPORATED AS THE MINIMUM ALLOWED. THE LOADS ACTING ON THE STRUCTURE ARE PROVIDED IN THE FIGURE BELOW. FOUNDATION DESIGN IS CONTINGENT ON PEMB LOADS.

CHANGES IN PEMB LOADS GREATER THAN 10% REQUIRE FOUNDATION REDESIGN.

SYMBOLS:

VIEW TITLES:

WALL SECTION MARKBUILDING SECTION MARK

FLOOR PLANS, ELEVATIONS, SECTIONS AND DETAIL VIEWS TITLE

SCALE:

ELEVATIONS,DETAILS, & CALLOUTS

1/8"=1'-0"

S-000

S-100

S-100

S-100

SECTION NUMBER

DWG. NO. WHERE

SECTION IS DRAWN

SECTION NUMBER

DWG. NO. WHERE

SECTION IS DRAWN

DETAIL IDENTIFIER (MODULE LETTER AND NUMBER)

CONTRACTOR MUST FIELD VERIFY ALL SITE CONDITIONS AND DIMENSIONS PRIOR TO BEGINNING WORK.

STRUCTURAL LEGEND

GENERAL NOTE

C

A

SNOW DESIGN DATA:

GROUND SNOW LOAD, Pg

UNIFORM ROOF DESIGN SNOW LOAD

45 PSF

36.3 PSF

GB GRADE BEAM

PC PILE CAP

PVMT PAVEMENT

REINF REINFORCEMENT

STD STANDARD

T t

T&B TOP AND BOTTOM

IP

IN

PEMB PRE-ENGINEERED METAL BUILDING

SP

SN

GREENHOUSE

GREENHOUSE

GREENHOUSE

GREENHOUSE

GREENHOUSE

GREENHOUSE

GREENHOUSE

GREENHOUSE

EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ

EJ

EJ

EJ

EJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJ

EJ

EJ

EJ

EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ

EJ

EJ

EJ

EJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJ

EJ

EJ

EJ

C

ST

R C

ST

R

C

ST

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C J

C J

C J

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C J

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C J

C J

EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ

EJ

EJ

EJ

EJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJ

EJ

EJ

EJ

C

ST

R C

ST

R

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C J

C J

C J

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ST

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C

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C J

C J

C J

C J

C J

EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ

EJ

EJ

EJ

EJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJ

EJ

EJ

EJ

C

ST

R C

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EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ

EJ

EJ

EJ

EJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJ

EJ

EJ

EJ C

J

C J

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C J

C J

C J

EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ

EJ

EJ

EJ

EJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJ

EJ

EJ

EJ C

J

C J

C J

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C J

6'- 0"

6'- 0"

9'- 2"

83'-0"

9'- 2"

9'- 2"

9'- 2"

9'- 2"

9'- 2"

42'-0"

7 JOINTS @ 12' SPACING 3 JOINTS @ 14' SPACING

SLOPE @ .005% SLOPE @ .005%

83'-0" 42'-0"

7 JOINTS @ 12' SPACING 3 JOINTS @ 14' SPACING

SLOPE @ .005% SLOPE @ .005%

83'-0" 42'-0"

7 JOINTS @ 12' SPACING 3 JOINTS @ 14' SPACING

SLOPE @ .005% SLOPE @ .005%

C

ST

R

C J

C J

C J

C J

C

ST

R

C J

C J

C J

C J

C J

C J

C J

C J

PPM

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Agricultural

Service Research

DESCRIPTION

SHEET

DATE

U

NO.

DEPM

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REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

AGRICULTURAL RESEARCH SERVICE

OF

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

J:\ gre en wo od \20

Jo bs \48

US

DA

To rna do

Da ma ge Re pa ir F

t. P ier ce

FL

\07 W ork ing

Fo lde r\C ivil

\Dr aw ing s\S

1.d wg Ap r 2 7,

- 1 0:1

8a m c P.A.

FIRMTHE

P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943

Johnson M Adams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

USDA AGRICULTURAL RESEARCH SERVICE

US HORTICULTURAL RESEARCH LABORATORY

REPAIR TORNADO DAMAGE

FT. PIERCE, FL

STRUCTURAL PLAN

S101 9 10804/27/26

BP

BP

JGM

SOUTHEAST AREA

STONEVILLE, MS

XXX

XXX

XXX

XXX

XXX

SCALE:

STRUCTURAL PLAN

1/16"=1'-0" A

S101

KEYPLAN

NTS

AREA OF WORK

PL

AN

NO

RT

H

NORTH

SCALE:

TYPICAL SCREEN/SWALE

PAVEMENT SECTION

NONE

S101

X X X X X X X X X X

SIDEWALK

(4" THICK CONC.)

SLOPE (2% MAX.)

#4 (CONT.) 6"6"

9'-2"

#4 (CONT.)

X

REINFORCING

6X6-W2.9XW2.9

4" CRUSHED STONE BASE

NEW WORK KEYNOTES

1. MATCH EXISTING PAVEMENT AND ELEVATION. (SEE CIVIL)

2. PROVIDE NEW FOUNDATION FOR GREENHOUSE SCREEN

SYSTEM WITH 6" CAST IN PLACE CONCRETE CURB

MATCHING EXISTING STRUCTURE.

3. PROVIDE NEW PAVED SWALE N SCREENED VENTILATION

AREA BETWEEN GREENHOUSES.

CURB (TYP.)

(DETAIL 1/S107)

EXISTING

GREENHOUSE

SLAB

CURB (TYP.)

(DETAIL 1/S107)

EXISTING

GREENHOUSE

SLAB

TOP OF PAVEMENT BEYOND.

SLOPE AT .005%

SLOPE (2% MAX.)

SCALE:

SCREEN/SWALE

PAVEMENT SECTION

NONE

S101

X X X X X X X X X X

#4 (CONT.) 8"8"

6'-0"

#4 (CONT.)

X

REINFORCING

6X6-W2.9XW2.9

4" CRUSHED STONE BASE

CURB (TYP.)

(DETAIL 1/S107)

EXISTING

GREENHOUSE

SLAB

CURB (TYP.)

(DETAIL 1/S107)

EXISTING BASE

TOP OF CURB BEYOND.

8"

8"

X

PROVIDE FOUNDATION CURB

NEW SCREEN ROOM DOOR PROVIDE FOUNDATION CURB

GH WALL GH WALL

EXISTING CONCRETE

FOUNDATION

EXISTING CONCRETE

FOUNDATION

4" PAVED FLUME 4" CRUSHED STONE BASE 6 MIL. VAPOR BARRIERCOMPACTED SUBGRADE

6"X18" DRAINAGE

FRAME

∠3"X6" SS DOOR SILL

PROVIDE 1" X 1" STAINLESS STEEL (SS) MINIMUM 16-GAUGE WIRE MESH TO BE

TYPE 304 OR 316 STAINLESS STEEL. ANCHOR WITH STAINLESS STEEL FASTENERS.

SCALE:

SCREEN ROOM PAVED SWALE ENTRANCE

NONE

S101

SCALE: 1/16" = 1'-0"

48'8' 16' 32'0

1/2" EXPANSION

JOINT MATERIAL

1/2" EXPANSION

JOINT MATERIAL

1/2" EXPANSION

JOINT MATERIAL

1/2" EXPANSION

JOINT MATERIAL

1/2" EXPANSION

JOINT MATERIAL

SLOPE (2% MIN.)

GRADE AWAY FROM

GREENHOUSE

4" SLAB

CURB (TYP.)

(DETAIL 1/S107)

PROVIDE 1" X 1" STAINLESS STEEL (SS)

MINIMUM 16-GAUGE WIRE MESH TO BE

TYPE 304 OR 316 STAINLESS STEEL.

∠ 1" X 2.5" SS FRAME

∠ 1" X 2.5" SS FRAME

FRAME BEYOND

1/4" SS NUT AND BOLT TO

SECURE FRAME. (TYP.OF 4)

CURB , TYP.

SCALE:

DRAINAGE FRAME

NONE

S101

A

A SECTION A - A

WELD ALL

CONNECTIONS AND

GRIND SMOOTH.

LEGEND

NEW PAVEMENT AREA

EXPANSION JOINT.

CONTROL JOINT

CONSTRUCTION JOINT

CURB, TYP., (SEE 1/S107)

EJ EJ EJ EJ

CJ CJ CJ CJ

CSTR CSTR CSTR

83'-8"

S101

S101 2

S101

6" CURB CUT @ 10' O.C

42'-8"

6" CURB CUT @ 10' O.C

S101

S101

S101

S101

S101

S101

S101

S101

S101

S101

S101

S101

SEE DETAIL, 3/S101

GREENHOUSE

GREENHOUSE

GREENHOUSE

GREENHOUSE

GREENHOUSE

GREENHOUSE

GREENHOUSE

125 GREENHOUSE

AIR COND.

GREENHOUSE

AIR COND.

GREENHOUSE

AIR COND.

GREENHOUSE

AIR COND.

GREENHOUSE

9'- 2"

9'- 2"

7'- 4"

EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ

EJ

EJ

EJ

EJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJ

EJ

EJ

EJ

C

ST

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C J

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C J

C J

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C J

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EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ

EJ

EJ

EJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJ

EJ

EJ C

J C

J

C J

C J

83'-0" 42'-0"

7 JOINTS @ 12' SPACING 3 JOINTS @ 14' SPACING

SLOPE @ .005% SLOPE @ .005%

EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ

EJ

EJ

EJ

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EJ

EJ

EJ

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C J

C J

C J

C J

C J

EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ

EJ

EJ

EJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJ

EJ

EJ C

J C

J

C J

C J

42'-0"

3 JOINTS @ 14' SPACING

SLOPE @ .005%

83'-0"

7 JOINTS @ 12' SPACING

SLOPE @ .005%

7'- 4"

EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ

EJ

EJ

EJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJ

EJ

EJ

42'-0"

3 JOINTS @ 14' SPACING

SLOPE @ .005%

EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ

EJ

EJ

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ST

R C

ST

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C J

C J

C J

C J

C

ST

R C

ST

R

C J

C J

C J

C J

83'-0"

7 JOINTS @ 12' SPACING

SLOPE @ .005%

C

J C

J

C J

C J

PPM

REVISIONS

Agricultural

Service Research

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SHEET

DATE

U

NO.

DEPM

SAFETY & HEALTH

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A

DATE

PROJECT NO.

SUSDA

BY

AGRICULTURAL RESEARCH SERVICE

OF

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

J:\ gre en wo od \20

Jo bs \48

US

DA

To rna do

Da ma ge Re pa ir F

t. P ier ce

FL

\07 W ork ing

Fo lde r\C ivil

\Dr aw ing s\S

2.d wg Ap r 2 7,

- 8 :59 am c P.A.

FIRMTHE

P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943

Johnson M Adams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

USDA AGRICULTURAL RESEARCH SERVICE

US HORTICULTURAL RESEARCH LABORATORY

REPAIR TORNADO DAMAGE

FT. PIERCE, FL

STRUCTURAL PLAN

BID OPTION #1

S102 10 10804/27/26

BP

BP

JGM

SOUTHEAST AREA

STONEVILLE, MS

XXX

XXX

XXX

XXX

XXX

SCALE:

STRUCTURAL PLAN: BID OPTION #1

1/8"=1'-0"

S102

0 16'8'4' 24'

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

KEYPLAN

NTS

AREA OF WORK

NEW WORK KEYNOTES

S101

S101

1. PROVIDE PAVED SWALE IN SCREENED VENTILATION AREA BETWEEN

GREENHOUSES.

S101

S101

S1014

S101

S101

S101

LEGEND

NEW PAVEMENT AREA

EXPANSION JOINT.

CONTROL JOINT

CONSTRUCTION JOINT

CURB, TYP., (SEE 1/S107)

EJ EJ EJ EJ

CJ CJ CJ CJ

CSTR CSTR CSTR

S101 1

S101

S1014

S101 1 1

GREENHOUSE

GREENHOUSE

SCREENHOUSE

GREENHOUSE

GREENHOUSE

9'- 2"

14'-2"

5'- 8"

EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ

EJ

EJ

EJEJEJEJEJEJEJEJEJEJEJEJEJ

EJ

EJ C

J C

J

C J

C J

EJEJEJEJEJEJEJEJEJEJEJEJEJ

EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ

EJ

EJ

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EJ

EJ

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ST

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ST

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ST

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C J

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C J

EJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJ

83'-0"

7 JOINTS @ 12' SPACING

SLOPE @ .005%

83'-0"

7 JOINTS @ 12' SPACING

SLOPE @ .005%

42'-0"

3 JOINTS @ 14' SPACING

SLOPE @ .005%

42'-0"

3 JOINTS @ 14' SPACING

SLOPE @ .005%

83'-8"42'-6"

6" CURB CUT @ 10' O.C

C J

C J

C

ST

R

C J

C J

C

ST

R

C J

C J

6" CURB CUT @ 10' O.C

GREENHOUSE

GREENHOUSE

GREENHOUSE

GREENHOUSE

9'- 2"

9'- 2"

7'-

EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ

EJ

EJ

EJEJEJEJEJEJEJEJEJEJEJEJEJ

EJ

EJ C

J C

J

C J

C J

EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ

EJ

EJ

EJEJEJEJEJEJEJEJEJEJEJEJEJ

EJ

EJ C

J C

J

C J

C J

EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ

EJ

EJ

EJEJEJEJEJEJEJEJEJEJEJEJEJ

EJ

EJ C

J C

J

C J

C J

EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ

EJ

EJ

EJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJ

EJ

EJ

C

ST

R C

ST

R

C J

C J

C J

C J

C

ST

R C

ST

R

C J

C J

C J

C J

42'-0"

3 JOINTS @ 14' SPACING

SLOPE @ .005%

42'-0"

3 JOINTS @ 14' SPACING

SLOPE @ .005%

EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ

EJ

EJ

EJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJ

EJ

EJ

C

ST

R C

ST

R

C J

C J

C J

C J

C

ST

R C

ST

R

C J

C J

C J

C J

83'-0"

7 JOINTS @ 12' SPACING

SLOPE @ .005%

AREA OF WORK

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATE

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

AGRICULTURAL RESEARCH SERVICE

OF

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

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3.d wg Ap r 2 7,

- 8 :59 am c P.A.

FIRMTHE

P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943

Johnson M Adams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

USDA AGRICULTURAL RESEARCH SERVICE

US HORTICULTURAL RESEARCH LABORATORY

REPAIR TORNADO DAMAGE

FT. PIERCE, FL

STRUCTURAL PLAN

BID OPTION #2 & #3

S103 11 10804/27/26

BP

BP

JGM

SOUTHEAST AREA

STONEVILLE, MS

XXX

XXX

XXX

XXX

XXX

KEYPLAN

NTS

SCALE: 3/32" = 1'-0"

16' 8' 0 16'

NEW WORK KEYNOTES

1. MATCH EXISTING PAVEMENT AND ELEVATION.

2. PROVIDE NEW PAVED SWALE IN SCREENED VENTILATION AREA BETWEEN

GREENHOUSES.

LEGEND

NEW PAVEMENT AREA

EXPANSION JOINT.

CONTROL JOINT

CONSTRUCTION JOINT

CURB, TYP., (SEE 1/S107)

EJ EJ EJ EJ

CJ CJ CJ CJ

CSTR CSTR CSTR

S101

S101

S101

S101

2 2

S101

S101

S101

S101

S101

S101

S101

S101

S101

SCALE:

STRUCTURAL PLAN: BID OPTION #2

3/32"=1'-0"

S103

SCALE:

STRUCTURAL PLAN: BID OPTION #3

3/32"=1'-0"

S103

'-0

7'-

2" 7'-

2"

24'-8"

'-1

6'-6"

'-6

56'-0" 8'-0" 56'-0"

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HP

GREENHOUSE

GREENHOUSE

SCREENED

AREA

HPHP HP

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATE

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

AGRICULTURAL RESEARCH SERVICE

OF

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

J:\ gre en wo od \20

Jo bs \48

US

DA

To rna do

Da ma ge Re pa ir F

t. P ier ce

FL

\07 W ork ing

Fo lde r\C ivil

\Dr aw ing s\S