Atch 3_bldg 62 drawings.pdf

Macon, Georgia 31201 440 Martin Luther King Jr Blvd

478·743·8415

WWW.CLARKNEXSEN.COM

1 2 3 4 5 6

A

B

C

D

E

DESIGN:

DRAWN:

REVIEW:

SHEET

KEY PLAN

SUBMITTAL

SEALS

CONSULTANT

DESIGNER

FINAL - FOR CONSTRUCTION

08/14/2023

Animal and Plant Health Inspection Service (APHIS)

U.S. Department of Agriculture

Agricultural Research Service (ARS)

Building #62 Renovation

Old Cutler Road Coral Gables, FL 33158

REVISIONS

C R e v it P ro je c ts

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GI001

TITLE SHEET / SHEET INDEX /

CODE SUMMARY

KSB

KSB

CN 9930

N

UNITED STATES DEPARTMENT OF AGRICULTURE

ANIMAL AND PLANT HEALTH INSPECTION SERVICE

AGRICULTURAL RESEARCH SERVICE

BUILDING 62 RENOVATION

CORAL GABLES, FLORIDA

CONTRACT NUMBER: 12639521D0050

CODES / STANDARDS

APPLICABLE CODES: 2020 FLORIDA BUILDING CODE (2018 IBC W/ AMENDMENTS)

2020 FLORIDA EXISTING BUILDING CODE (2018 IEBC W/ AMENDMENTS)

2020 FLORIDA PLUMBING CODE (2018 IPC W/ AMENDMENTS)

2020 FLORIDA MECHANICAL CODE (2018 IMC W/ AMENDMENTS)

2020 NPFA 70 - NATIONAL ELECTRIC CODE

ASHRAE 90.1-2019

ASHRAE 62.1-2019

2020 NFPA 45 -

ACCESSIBILITY GUIDELINES: 2020 FLORIDA ACCESSIBILITY CODE

2010 AMERICANS WITH DISABILITIES ACT (ADA)

ANSI A117.1 - AMERICAN NATIONAL STANDARD

ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES

SITE MAP:

INDEX OF DRAWINGS

SHT. NO. SHEET TITLE

GENERAL

GI001 TITLE SHEET / SHEET INDEX / CODE SUMMARY

GI010 LEGENDS, NOTES, AND ABBREVIATIONS

GI020 LIFE SAFETY PLANS & FLOOD ZONE MAP

GI021 RATED ASSEMBLIES

CIVIL

C-010 GENERAL NOTES, UTILITY DETAILS, AND LEGEND

C-011 DETAILS AND ABBREVIATIONS

C-100 MASTER SITE PLAN

C-101 SITE UTILITY PLAN

STRUCTURAL

S-001 STRUCTURAL GENERAL NOTES, LEGEND AND

ABBREVIATIONS

S-002 SCHEDULE OF SPECIAL INSPECTIONS

SF101 FRAMING PLAN, SECTIONS, AND DETAILS

ARCHITECTURAL

AD101 DEMOLITION PLANS

AE101 FLOOR PLAN - LEVEL 1

AE102 REFLECTED CEILING PLAN & ATTIC PLAN

AE103 ROOF PLAN & DETAILS

AE201 EXTERIOR ELEVATIONS

AE202 INTERIOR ELEVATIONS

AE203 3D VIEWS

AE301 BUILDING SECTIONS & WALL SECTIONS

AE601 DOOR / WINDOW SCHEDULES & DETAILS

AG101 EQUIPMENT & SIGNAGE PLAN

FIRE PROTECTION

FD101 FIRE PROTECTION DEMOLITION FLOOR PLAN

FP101 FIRE PROTECTION FLOOR PLAN

2020 FLORIDA BUILDING CODE

CODE SUMMARY

Name of Project: ___________________________________________________________ Address:_____________________________________________________Zip Code:_____ Proposed Use:______________________________________________ Owner/Agent:____________________Phone #:___________Email:__________________

LEAD DESIGN PROFESSIONAL: __________________________________________

Code Enforcement Jurisdiction:

Designer Architectural

2020 FLORIDA BUILDING CODE:

EXISTING:

CONSTRUCTED: (date)_____________ RENOVATED: (date)_______________

BASIC BUILDING DATA

Civil

Electrical

Fire Alarm

Plumbing

Mechanical

Sprinkler-Standpipe

Structural

Retaining Walls >5'

Landscape Arch.

Non-Combustible Construction Type: I-B

Sprinklers:

Standpipes:

Fire District:

Building Area (502.1):

FLOOR EXISTING (SQ FT) NEW (SQ FT) SUBTOTAL

4th Floor 3rd Floor 2nd Floor

Basement

TOTAL

ALLOWABLE AREA

Primary Occupancy:

Assembly (303) Business (304) Educational (305) Factory (306) High-Hazard (307) Institutional (308)

Mercantile (309) Residential (310) Storage (311)

Special Uses (Ch 4):

Mixed Occupancy:

Incidental Use Separation (509) This separation is not exempt as a Non-Separated Use (see exceptions) Non-Separated Mixed Use (508.3.)

Separated Mixed Use (508.4) - See below for area calculations

Actual Area of Occupancy A Allowable Area of Occupancy A

Actual Area of Occupancy B Allowable Area of Occupancy B f 1 f 1.00=

STORY

NO. AND

PRIMARY

OCCUPANCY

FLOOR

DESCRIPTION

AND USE(S)

BLDG AREA

PER STORY

(ACTUAL)

ALLOWABLE

AREA FROM

TABLE 506.2

FRONTAGE

INCREASE

TOTAL

ALLOWABLE

AREA

ALLOWABLE

BUILDING

AREA

506.2.1-506.2.4

New Construction

FIRE PROTECTION REQUIREMENTS

ALLOWABLE HEIGHT

ALLOWABLE

BUILDING HT.

(TABLE 504.3)

* Indicate section number permitting reduction

LIFE SAFETY SYSTEM REQUIREMENTS

Emergency Lighting: (1008) Exit Signs: (1013) Fire Alarm: (907, NFPA 72)

Smoke Detection Systems: (907) Panic Hardware: (1010.1.10)

THERMAL ENVELOPE

Method of Compliance:

Roof/Ceiling Assembly (each assembly)

Exterior Walls (each assembly)

Walls below grade (each assembly)

Floors over unconditioned space (each assembly)

Floors slab on grade (each assembly)

Addition Upfit Alteration - Level:

II-B III-B V-B

I-A II-A III-A V-AIV

No Partial Yes NFPA 13 NFPA 13R NFPA 13D No Yes Class I Class II Class III Wet Dry

No Yes Flood Hazard Area: No Yes

I-1 I-2 I-3

A1 A2 A3

F-1 Moderate F-2 Low

H-1 Detonate H-2 Deflagrate

I-4

H-3 Combust H-4 Health H-5 HPM

R-1 R-2 R-3 R-4

S-1 Moderate S-2 Low High-Piled

Utility/Misc. (312)

No Yes Separation: _____ Hr Exception: _____________

City/County Private State

StateCity _____________ County _________

No Yes No Yes No Yes

No Yes No Yes

Prescriptive (Energy Code)

Performance (Energy Code)

Description of assembly ___________________________________________ U-Value of total assembly ___________________________________________ R-Value of insulation ___________________________________________ Skylights in each assembly ___________________________________________

U-Value of skylight ___________________________________________ Total square footage of skylights in each assembly _____________________

Fenestration U-Value of assembly ___________________________________________

SHGC ___________________________________________

Projection factor ___________________________________________ Low-E ___________________________________________

Door U-Value ___________________________________________

Horizontal / vertical requirement ______________________________________ Slab heated ____________________________________________________

Firm Name Lic. # EmailPhone #

I-2/I-3 Condition: 1 2 3 4 5

A4 A5

Partial ____

Accessory Occupancies:

S-2 Parking Garage: Open Enclosed Repair Garage

Incidental Uses Furnace room where any piece of equipment is over 400,000 Btu per hour input Rooms with boilers where the largest piece of equipment is over 15 psi and 10 horsepower Refrigerant machine room Hydrogen cut off rooms, not classified as Group H Incinerator rooms Paint shops, not classified as Group H, located in occupancies other than Group F In Group E occupancies, laboratories and vocational shops not classified as Group H.

Laundry rooms over 100 square feet

Group I-3 cells and Group I-2 patient rooms equipped with padded surfaces In Group I-2, physical plant maintenance shops

Stationary storage battery systems having a liquid electrolyte capacity of more than 50 gallons for flooded lead-acid, nickel cadmium or VRLA, or more than 1,000 pounds for lithium-ion and lithium metal polymer used for facility standby power, emergency power or uninterrupted power supplies

(Table 509):

LIFE SAFETY PLAN REQUIREMENTS

Life Safety Plan Sheet #: ______________________

Fire and/or smoke rated wall locations (Chapter 7) Assumed and real property line locations Exterior wall opening area with respect to distance to assumed property lines (705.8) Existing structures within 30' of the proposed building Occupancy types for each area as it relates to occupant load calculation (Table 1004.1.2) Occupant loads for each area Exit access travel distance (1016) Common path of travel distances (1014.3 & 1028.8) Dead end lengths (1018.4) Clear exit widths for each exit door Maximum calculated occupant load capacity each exit door can accomodate based on egress width (1005.1) Actual occupant load for each exit door A separate schematic plan indicating where fire rated floor/ceiling and/or roof structure is provided for purposes of occupancy separation Location of doors with panic hardware (1008.1.10) Location of doors with delayed egress locks and the amount of delay (1008.1.9.7) Location of doors with electromagnetic egress locks (1008.1.9.8) Location of doors equipped with hold-open devices Location of emergency escape windows (1029) The square footage of each fire area (902) The square footage of each smoke compartment (407.4) Note any code exceptions or table notes that may have been utilized regarding the items above

ACCESSIBLE PARKING

LOT OR

PARKING AREA

TOTAL # OF

PARKING

SPACES

# OF ACCESSIBLE SPACES PROVIDED

STANDARD WITH

5' ACCESS AISLE 8' ACCESS AISLE

TOTAL #

ACCESSIBLE

PROVIDED

TOTAL

(SECTION 1106)

Climate Zone:

Prescriptive (ASHRAE 90.1)

Performance (ASHRAE 90.1)

USDA - APHIS - Agricultural Research Service (ARS) Building #62 Renovation

Old Cutler Road, Coral Gables, Florida

Laboratory & Storage

Woodward D Bailey, Ph.D (305) 278-4881 woodward.d.bailey@usda.gov

Clark Nexsen Jason H. Jones AR96212 (704) 377-8800 jjones@clarknexsen.com

Gmuer Engineering

Clark Nexsen

Clark Nexsen

Clark Nexsen 5B

33158

GI002

36,000

3,036Lab/StorageLevel 1 - B

CLARK NEXSEN, INC.

N/A

ORIGINAL USE(S)________________________

CURRENT USE(S)________________________

PROPOSED USE(S)_______________________

Owned By:

Type of Construction:______

60'

THIS SECTION REQUIRED TO BE COMPLETED FOR ALL PROJECTS

Life safety systems generator: (2702) No Yes

11' ACCESS AISLE

VAN SPACES WITH:

3,036

7.5'

Smoke Barrier Separation

Party/Fire Wall Separation

Corridor Ratings (1020.1)

Other

Interior

South

West

East

North

N on be ar in g

Interior

South

West

East

North

Primary Structural Frame

Building Element Rating

Required Provided Reduct*

FIRE RATED CONSTRUCTION SCHEDULE

Exit/Elevator

W al ls a nd

E xt er io r E xt er io r

Fire Sep. Dist: ___

Detail # &

Sheet #

Assembly

Design #

Penetration

Design #

Joint

Design #

Shaft Enclosures (713)

P ar tit io ns

B ea rin g

W al ls a nd P ar tit io ns

Horizontal

VerticalOccupancy

Separation (508.4)

Horizontal

VerticalTenant/Unit

Separation (708.1)

Supporting Structure

Roof Construction

Supporting Structure

Floor Construction

Roofs

Horizontal

VerticalIncidental Use

Separation (509.4)

Floors Above Grade

N/A Completed

Unused

Laboratory & Storage

Clark Nexsen

1st Floor

3,036

XX+XX+XX=XX

36,000 36,000N/A

** FIRE PROTECTION SCHEDULE NOTES:

1. EXISTING EXTERIOR WALL CALCULATED FIRE RESISTANCE OF 2-HOUR PER TABLE 722.3.2

2. TYPICAL INTERIOR PARTITIONS ARE NOT REQUIRED TO BE RATED. GAS CYLINDER STORAGE ROOM

WALLS ARE RATED PER OSHA REQUIREMENTS TO 2-HOUR RESISTANCE PER UL ASSEMBLY U403

Voice Communication System: (907) No Yes

Attic insulation = R-38 (R-38 minimum req)

N/A

N/A

N/A

Description of assembly ___________________________________________ U-Value of total assembly ___________________________________________ R-Value of insulation ___________________________________________

Description of assembly ___________________________________________ U-Value of total assembly ___________________________________________ R-Value of insulation ___________________________________________

Description of assembly ___________________________________________ U-Value of total assembly ___________________________________________ R-Value of insulation ___________________________________________

Description of assembly ___________________________________________ U-Value of total assembly ___________________________________________ R-Value of insulation ___________________________________________

N/A

N/A

N/A

N/A

No

Insulated hollow metal = U-0.36 (U-0.37 max req)

Clark Nexsen

Chris Gmuer 71599 (352) 593-3134 chrisg@gmuereng.com

In Group I-2 occupancies, laboratories not classified as Group H.

In ambulatory care facilities, laboratories not classified as Group H.

In Group I-2, laundry rooms over 100 square feet

In ambulatory care facilities or Group I-2 occupancies, waste and linen collection rooms with containers that have an aggregate volume of 10 cubic feet or greater In other than ambulatory care facilities or Group I-2 occupancies, waste and linen collection rooms over 100 square feet In ambulatory care facilities or Group I-2 occupancies, storage rooms greater than 100 square feet

PLANNED

BUILDING HT.

14'

Non-Sprinklered (NS) Sprinklered NFPA 13 (S)

Sprinklered NFPA 13R (S13R)

ALLOWABLE

NO. OF STORIES

(TABLE 504.4)

PLANNED

NO. OF STORIES

-- -- NOTE 1** -- --

-- -- NOTE 2** -- --

Assembly (303) Business (304) Educational (305) Factory (306) High-Hazard (307) Institutional (308)

Mercantile (309) Residential (310) Storage (311)

I-1 I-2 I-3

A1 A2 A3

F-1 Moderate F-2 Low

H-1 Detonate H-2 Deflagrate

I-4

H-3 Combust H-4 Health H-5 HPM

R-1 R-2 R-3 R-4

S-1 Moderate S-2 Low High-Piled

Utility/Misc. (312)

I-2/I-3 Condition: 1 2 3 4 5

A4 A5

S-2 Parking Garage: Open Enclosed Repair Garage

T A

B L

E

Fire Sep. Dist: ___

Fire Sep. Dist: ___

Fire Sep. Dist: ___

Fire Sep. Dist: ___

Fire Sep. Dist: ___

Fire Sep. Dist: ___

Fire Sep. Dist: ___

5th Floor

Actual Area of Occupancy C Allowable Area of Occupancy C

Area =

Laboratory & Office

Unknown

Combustible Construction Type:

Basement: No YesBuilding Height: ____14' Number of Stories: ____1

Wood trusses with asphalt shingles (add alt. for standing seam metal)

+30'

+30'

N/A -- -- -- --

Clark Nexsen

N/A N/A

N/A N/A

N/A N/A

N/A N/A

N/A N/A

N/A

24"/54" = 0.44

U-0.23 (U-0.23 max req)

Fixed aluminum w/ insulated glazing units = U-0.50 (U-0.50 max req)

Required

Existing concrete slab on grade

N/A - Existing assembly

(Queuing area only)

N/A

N/A

N/A

0 3,036

N/A

N/A

N/A

N/A

N/A

3,036

0&2

N/A

0&2

Edward Westerman 64410 (757) 961-7872 ewesterman@clarknexsen.com

Christopher Born 65399 (757) 961-7933 cborn@clarknexsen.com

Wade Williams 79612 (478) 743-8415 wwilliams@clarknexsen.com

Wade Williams 79612 (478) 743-8415 wwilliams@clarknexsen.com

Matthew Samson 87742 (757).961-7705 matthew.samson@clarknexsen.com

Addition Change of use I II III

N/A

Special Provisions (Ch 5): N/A

+30'

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

NOTE: ALL PARKING IS EXISTING - NO NEW PARKING

PLUMBING FIXTURE REQUIREMENTS

LEVEL 1 - B OCC.

USE

QTY PROVIDED:

WATER CLOSETS

OR URINALS

MALE FEMALE

LAVATORIES

MALE FEMALE

SHOWERS

/ TUBS

TOTAL REQUIRED:

DRINKING

FOUNTAINS

SERVICE

SINKS

CLOTHES

WASHER

CONNECT.

0 0101111

NOTE 2

SEE NOTE 1

PLUMBING FIXTURE TABLE NOTES:

1. TOTAL OCCUPANT LOAD OF BUILDING IS LESS THAN 25 (15 TOTAL OCCUPANTS). PER FLORIDA

PLUMBING CODE SECTION 403.2 EXCEPTION 4 SEPARATE FACILITIES ARE NOT REQUIRED. ONE

WATER CLOSET AND ONE LAVATORY IS ALL THAT IS REQUIRED FOR THE BUILDING.

2. PER FLORIDA PLUMBING CODE SECTION 403.2 DRINKING FOUNTAINS ARE NOT REQUIRED FOR

AN OCCUPANT LOAD OF 15 OR FEWER.

3. PER FLORIDA PLUMBING CODE TABLE TABLE 403.1 FOOTNOTE 'e' SERVICE SINKS ARE NOT

REQUIRED FOR AN OCCUPANT LOAD OF 15 OR FEWER.

SEE NOTE 1

NOTE 3

ENERGY CODE REQUIREMENTS

1A

0.48 (0.58 max req)

N/A

Mass wall = 8" CMU with three coat stucco

N/A

N/A - Existing assembly

N/A - Existing assembly

N/A

Federal

STORY

NO.

PROPOSED USE USE TYPE

TBL 1004.5

AREA NET/GROSS

AREA

NO. OF

OCCUPANTS

BusinessLaboratory1

150 Gross1,278

Acc. Stor.Storage (S-2) 300 Gross1,758

SF/PER OCC.

TBL 1004.5

OCCUPANT LOADS

STORY OCC.

LOAD

TOTAL BUILDING OCCUPANT LOAD:

Christopher Born 65399 (757) 961-7933 cborn@clarknexsen.com

VICINITY MAP:

N

PROJECT SITE

PROJECT

SITE

PLUMBING

P-001 PLUMBING LEGEND

PD101 PLUMBING - FOUNDATION & PLAN - DEMOLITION

PD102 PLUMBING - FIRST FLOOR - DEMOLITION

PF101 PLUMBING - FOUNDATION PLAN - NEW WORK

PP101 PLUMBING - FIRST FLOOR - DOMESTIC NEW WORK

PP102 PLUMBING - FIRST FLOOR - GAS NEW WORK

PP103 PLUMBING - ROOF PLAN

P-501 DETAILS

P-601 SCHEDULES

P-701 PIPING DIAGRAMS

MECHANICAL

M-001 MECHANICAL LEGEND

MD101 MECHANICAL DEMOLITION FLOOR PLAN

MH101 MECHANICAL NEW WORK FLOOR PLAN

MH102 MECHANICAL NEW WORK ROOF PLAN

M-501 DETAILS

M-601 SCHEDULES

M-801 CONTROLS

M-802 SEQUENCE OF OPERATIONS

ELECTRICAL

E-001 ELECTRICAL LEGEND, NOTES AND ABBREVIATIONS

ES101 ELECTRICAL SITE PLAN

ED101 ELECTRICAL DEMOLITION PLAN - LEVEL 1

EG101 LIGHTNING PROTECTION PLAN

EG501 LIGHTNING PROTECTION DETAILS

EL101 LIGHTING PLAN - LEVEL 1

EP101 POWER PLAN - LEVEL 1

EP102 MECHANICAL POWER PLAN - LEVEL 1

EP501 POWER DETAILS

EP601 PANELBOARD SCHEDULES

EP701 POWER RISER DIAGRAM

ET101 TELECOMMUNICATIONS PLAN - LEVEL 1

ET501 TELECOM DETAILS

SHT. NO. SHEET TITLE

SEALSEALS

50680

NORTH CAROL I NA

RE

G

I S

TE

RE

D ARCH I TECTURAL CORPORAT

IONC

L A

RK

NEX S EN ,

I N C

C

HA R L O T T E , N . C

2023.08.11 16:10:46-04'00'

Solicitation 12639524R0020, Attachment 3

AND&

EXIST EXISTING

VINYL COMPOSITION TILEVCT

AFS

ADJ

AT

APPROX

AFF

BD

ALUM

APPROXIMATE

BOARD

ABOVE FINISH FLOOR

ABOVE FINISH SLAB

ALUMINUM

ADJUSTABLE, ADJUST

CEILING

COL

CLG

DIA

CMU

CONC

DOWNDN

EQUIP

ELEC

ELEV

EQUIPMENT

ELECTRIC

ELEVATION

CONCRETE MASONRY UNIT

CONCRETE

DIAMETER

COLUMN

FLOOR

FO

FLR

GWB

HC

GYPSUM WALL BOARD

HANDICAPPED

FACE OF

EQ EQUAL

CENTER LINE

HORIZ HORIZONTAL

TYPICALTYP

TOC TOP OF CONCRETE

WIDTH / WASHER

VERT

W

VERTICAL

UNLESS OTHERWISE NOTEDUON

HOLLOW METALHM

VIF VERIFY IN FIELD

CL

ALT ALTERNATE

APC ARCHITECTURAL PRECAST

ACT ACOUSTICAL CEILING TILE

BLDG BUILDING

BLKG BLOCKING

BRG BEARING

BUR BUILT-UP ROOFING

CORNER GUARDCG

CONTROL JOINTCJ

CLEARCL

CONST CONSTRUCTION

CONT CONTINUOUS

CPT CARPET

CT CERAMIC TILE

D DEPTH / DRYER

DBL DOUBLE

DIAG DIAGONAL

DIM DIMENSION

DISP DISPENSER

DOWNSPOUTDS

DRAWINGDWG

EACHEA

EXPANSION JOINTEJ

EDGE OF SLABEOS

EPS EXPANDED POLYSTYRENE

EXP EXPANSION / EXPOSED

EXT EXTERIOR

FD FLOOR DRAIN

FEB FIRE EXTINGUISHER BRACKET

FEC FIRE EXTINGUISHER CABINET

FGL FIBERGLASS

FF FINISH FLOOR

FIN FINISH

FRT FIRE RETARDANT TREATED

GA GAUGE

GALV GALVANIZED

GFRG GLASS FIBER REINFORCED

GL GLASS

GYP GYPSUM

HDW HARDWARE

HDWD HARDWOOD

HT HEIGHT

HVAC HEATING, VENTILATION, & AIR

CONDITIONING

ID INSIDE DIAMETER

INSUL INSULATION

INT INTERIOR

JT JOINT

KO KNOCK OUT

L LENGTH / LONG

MATL MATERIAL

SUSPENDEDSUSP

THR THRESHOLD

TOW TOP OF WALL

TP TOILET PARTITION

TOP & BOTTOMT & B

VINYL BASEVB

VTR VENT THRU ROOF

CONCRETE

GYPSUM

WITHW/

WITHOUTW/O

WALLCOVERINGWC

WOODWD

WINDOWWDW

WINDOW OPENINGWO

WORK POINTWP

WEIGHTWT

EXTRUDED POLYSTYRENEXPS

METALMTL

NIC

MISC

OC

MISCELLANEOUS

ON CENTER

NOT IN CONTRACT

ROOM

SIMILAR

R

RM

REF

SIM

RO

SS

RADIUS

STAINLESS STEEL

ROUGH OPENING

REFRIGERATOR

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MO MASONRY OPENING

MTG MOUNTING

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

OD OUTSIDE DIAMETER

OFCI OWNER FURNISHED

OFOI OWNER FURNISHED

OH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

ORD OVERFLOW ROOF DRAIN

PL PLATE

PLAM PLASTIC LAMINATE

PLYWD PLYWOOD

PR PAIR

PTD PAINTED

RD ROOF DRAIN

REINF REINFORCING

REQ'D REQUIRED

RWL RAIN WATER LEADER

SAFB SOUND ATTENUATING FIRE

SF SQUARE FEET

SQUARESQ

STRUCTURALSTRUCT

STD STANDARD

STL STEEL

BLANKETS

CONTRACTOR INSTALLED

OWNER INSTALLED

BOD BASIS-OF-DESIGN

RCP REFLECTED CEILING PLAN

GYPSUM WALLBOARD / PLASTER / GROUT /

SPRAY FOAM INSULATION / SPRAY FIREPROOFING

CONCRETE

INTERRUPTED WOOD BLOCKING

BRICK

CONCRETE MASONRY UNIT

(CMU)

ACOUSTICAL TILE / CERAMIC

TILE

BATT / LOOSE / BLANKET INSULATION

CONTINUOUS WOOD BLOCKING /

FRAMING

PLYWOOD / MDF

FINISHED WOOD

CARPET

RIGID INSULATION

EARTH

POROUS FILL

MINERAL WOOL INSULATION

A1

AE201

A1

AE20

A3

A2A4

NEW WORK NOTE

PARTITION / WALL TYPE

DETAIL / PLAN NUMBER

SHEET WHERE SHOWN

ELEVATION NUMBER

SHEET WHERE SHOWN

TRUE NORTH INDICATOR

PLAN NORTH INDICATOR

XX.X

A

DEMOLITION NOTE

WINDOW DESIGNATION

L1

LOUVER DESIGNATION

COLUMN GRID LINE ELEVATION DATUM

+12'-0"

FIRST FLOOR

ROOM DESIGNATION SPECIALTY ITEM DESIGNATION

SPACE NAME

DIRECTION OF SLOPE ROOF SLOPE

FLOOR DRAIN MATCH LINE

FIRE EXTINGUISHER CABINET FIRE EXTINGUISHER BRACKET

FD

DETAIL, SECTION,

ELEVATION TITLE

NAM

E

SCALE:A1

DETAIL / ENLARGED PLAN

PLAN TITLE

AND NORTH ARROWNAM

E

SCALE:

INTERIOR ELEVATION

EXTERIOR ELEVATION

ELEVATION NUMBER

SHEET WHERE SHOWN

BUILDING SECTION

SECTION NUMBER

SHEET WHERE SHOWN

DETAIL / WALL SECTION

SECTION NUMBER

SHEET WHERE

SHOWN

DOOR NUMBER12

ACCESSIBLE BEDROOMS -

COMMUNICATION FEATURES

ACCESSIBLE BEDROOMS -

MOBILITY FEATURES

W1

AE301

A1

AE301

A1

AE301

A1

A1

AE101

BUILDING

FEC FEB

GENERAL DEMOLITION NOTES:

1. CARE IS TO BE TAKEN TO DIVERT AS MUCH WASTE AS POSSIBLE FROM

LANDFILL DISPOSAL. DUE DILIGENCE IS TO BE EXERCISED TO RECYCLE

ITEMS REMOVED FROM THE BUILDING DURING DEMOLITION.

2. TWO MEANS OF EGRESS SHALL BE MAINTAINED IN THE BUILDING

THROUGHOUT ALL PHASES OF DEMOLITION. AT NO TIME SHOULD AN

EGRESS DOOR/ACCESS BE BLOCKED OR LOCKED TO SLOW OR PREVENT

EXIT.

3. DEMOLITION PLANS INDICATE THE GENERAL EXTENTS OF DEMOLITION.

CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND

SUPERVISION OF THE WORK ARE THE SOLE RESPONSIBILITY OF THE

CONTRACTOR. REMOVE ALL ASSOCIATED FASTENERS AND ACCESSORY

PARTS FOR ELEMENTS/SYSTEMS BEING REMOVED.

4. EXERCISE CARE DURING DEMOLITION. DAMAGE CAUSED TO THE EXISTING

STRUCTURE SHALL BE REPAIRED OR REPLACED AT NO COST TO THE

OWNER.

5. UNLESS OTHERWISE NOTED, ALL EXISTING CONCRETE COLUMNS, BEAMS,

SLABS, AND CMU WALLS SHALL REMAIN.

6. CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH ALL

EXISTING CONDITIONS PRIOR TO THE COMMENCEMENT OF WORK. THE

CONTRACTOR SHALL REPORT DISCREPANCIES BETWEEN THE CONTRACT

DOCUMENTS AND THE EXISTING CONDITIONS TO THE ARCHITECT PRIOR

TO BEGINNING WORK IN AREAS THAT WILL BE AFFECTED.

7. PROVIDE ALL TEMPORARY SHORING, GUYING AND BRACING REQUIRED TO

HOLD THE STRUCTURE IN PROPER ALIGNMENT DURING DEMOLITION AND

SUBSEQUENT CONSTRUCTION. ANALYSIS, DESIGN, SAFETY, ADEQUACY

AND INSPECTION OF ERECTION BRACING, SHORING, AND OTHER

TEMPORARY SUPPORTS ARE THE SOLE RESPONSIBILITY OF THE

CONTRACTOR.

8. WHERE ITEMS ARE REMOVED FROM WALLS, FLOORS, OR CEILINGS WHICH

MIGHT HAVE BEEN AFFECTED DEMOLITION, THE AREAS ARE TO BE

PATCHED AND REPAIRED WITH THE SAME MATERIALS TO CREATE A

UNIFORM SUBSTRATE.

9. DEMOLISH/REMOVE RELATED UTILITIES WHEN REMOVING EXISTING

EQUIPMENT.

10. WHERE CONCRETE IS CUT/REMOVED ANY REBAR WHICH IS EXPOSED

SHALL BE CUT BACK TO A DEPTH OF 1" INTO THE CONCRETE AND PATCHED

WITH THE APPROPRIATE COMPOUND/FILLER.

11. WHERE DIMENSIONS ARE SHOWN ON THE DEMOLITION PLANS THE

DISTANCES INDICATED SHALL BE VERIFIED TO BE CONSISTENT WITH THE

EXISTING CONSTRUCTION PRIOR TO ANY WORK. INCORRECT DEMOLITION

PERFORMED BASED ON DIMENSIONS WITHOUT VERIFICATION WILL BE

CORRECTED AT THE CONTRACTOR'S EXPENSE.

PLUMBING SYSTEM DEMOLITION NOTES

1. EXISTING PLUMBING FIXTURES REMOVED WILL HAVE ALL ASSOCIATED

PIPING DEMOLISHED AS WELL. WHERE THE EXISTING PLUMBING ENTERS

EXISTING CONSTRUCTION TO REMAIN, IT WILL BE PROPERLY CAPPED AT

THE POINT NEAREST TO THE SUPPLY SIDE OF THE PIPING. ACCESS MUST

BE PROVIDED TO ANY CAPPED PIPING LOCATIONS FOR FUTURE

INSPECTION.

2. SELECTIVE DEMOLITION OF THE EXISTING SLAB ON GRADE WILL BE

REQUIRED TO ROUTE NEW UNDERGROUND WASTE LINES. COORDINATE

THE LOCATION AND EXTENT OF BELOW SLAB WORK WITH THE

APPROPRIATE CONSTRUCTION DRAWINGS FOR NEW WORK.

3. FLOOR DRAINS AND FLOOR CLEANOUTS INSTALLED IN THE SLAB-ON-

GRADE ARE TO REMAIN DURING THE DEMOLITION PHASE. MODIFICATIONS

TO THE FLOOR DRAINS AND FLOOR CLEANOUTS WILL OCCUR IN THE NEW

WORK PHASE.

4. REMOVE ALL FIXTURES AND ASSOCIATED WATER, WASTE, AND VENT

PIPING. ASSOCIATED WASTE PIPING TO BE REMOVED TO BELOW THE

SLAB-ON-GRADE.

5. ALL REMOVED EQUIPMENT AND PIPING TO BE DISPOSED OF OFFSITE.

MECHANICAL SYSTEM DEMOLITION NOTES

1. EXISTING FAN COILS AND AIR HANDLERS ARE TO BE REMOVED

THROUGHOUT THE BUILDING. ALL ASSOCIATED DUCTWORK IS TO BE

REMOVED AS WELL.

2. EXISTING EXHAUST FANS ON THE ROOF AND ELSEWHERE ARE TO BE

REMOVED. ALL ASSOCIATED DUCTWORK IS TO BE REMOVED AS WELL.

ELECTRICAL SYSTEMS DEMOLITION NOTES

1. PROVIDE ELECTRICAL DEMOLITION WORK AS INDICATED AND AS

NECESSARY TO INSTALL NEW WORK.

2. REMOVE AND DISPOSE OF ALL ELECTRICAL DEVICES AND ASSOCIATED

CONDUCTORS, UNLESS OTHERWISE NOTED.

3. WHERE EQUIPMENT OR DEVICES ARE NOTED TO BE REMOVED, REMOVE

ASSOCIATED CONDUCTORS BACK TO THE LAST ACTIVE DEVICE OR BACK

TO SOURCE. NO EXISTING WIRING/CONDUCTORS ARE TO BE ABANDONED

IN PLACE.

4. EXISTING CONDUITS NOT SCHEDULED TO BE REUSED SHALL BE REMOVED

WHERE THEY WILL BECOME EXPOSED DURING CONSTRUCTION AND

REMOVED FROM ABOVE HUNG CEILINGS. CONDUITS CONCEALED IN

REMAINING WALLS OR FLOOR SLABS SHALL BE CUT BACK FLUSH WITH

FINISHED SURFACES AND ABANDONED IN PLACE. VOIDS IN WALLS OR

FLOOR SLABS LEFT BY THE REMOVAL OF ELECTRICAL EQUIPMENT SHALL

BE PATCHED AND REPAIRED FLUSH WITH ADJACENT SURFACES.

5. PROVIDE A BLANK PLATE FOR JUNCTION BOXES IN EXISTING WALLS FOR

DEVICES THAT ARE INDICATED FOR REMOVAL AND ARE NOT BEING

REUSED.

6. CONFIRM THE LOCATIONS OF EXISTING UTILITIES. REPAIR ANY DAMAGE TO

EXISTING UTILITIES CAUSED BY CONSTRUCTION INSIDE AND OUTSIDE THE

BUILDING.

GENERAL CONSTRUCTION NOTES:

1. ALL MATERIALS USED IN THE PROJECT SHALL BE NEW AND PROVIDED BY

THE CONTRACTOR UNLESS SPECIFICALLY INDICATED OTHERWISE.

2. SOME ITEMS TO BE INSTALLED BY THE CONTRACTOR WILL BE

GOVERNMENT FURNISHED EQUIPMENT.

3. ALL SHOP DRAWINGS ARE TO BE REVIEWED AND APPROVED BY THE

DESIGNER OF RECORD PRIOR TO INSTALLATION. ACQUISITION OF

MATERIALS PRIOR TO SHOP DRAWING APPROVALS ARE AT THE

CONTRACTOR'S RISK.

4. DO NOT SCALE DRAWINGS TO DETERMINE DIMENSIONS OR SIZES OF

BUILDING ELEMENTS.

5. THE TERM "DESIGNER" REFERENCED IN THE DRAWINGS REFERS TO THE

ARCHITECT/ENGINEER/INTERIOR DESIGNER WHICH HAS PRODUCED THE

DOCUMENTATION.

6. NOTIFY ARCHITECT OF ANY DISCREPANCY BETWEEN DRAWINGS,

SPECIFICATIONS AND/OR EXISTING CONDITIONS.

7. ALL SPECIFIED ITEMS WHICH ARE A "BASIS-OF-DESIGN" SHALL BE

PERMITTED TO BE SUPPLIED WITH AN EQUAL OR EQUIVALENT OF THE

SAME OR BETTER QUALITY THAN THE ITEM INDICATED. WHERE THE TERM

"OR EQUAL", "OR EQUIVALENT", ETC. IS USED THE RELEVANT DECISION TO

WHAT WOULD BE CONSIDERED EQUAL OR EQUIVALENT IS SOLELY

DETERMINED BY THE DESIGNER. PROPOSED SUBSTITUTIONS OR

REPLACEMENTS WILL ONLY BE APPROVED FOR INSTALLATION AFTER

REVIEW AND ACCEPTANCE BY THE DESIGNER. ANY WORK WHICH HAS NOT

RECEIVED PRIOR APPROVALS WILL BE SUBJECT TO REMOVAL AND

REPLACEMENT AT THE CONTRACTOR'S EXPENSE.

8. ALL BUILDING ELEMENTS ON THE EXTERIOR MUST HAVE A CURRENT

NOTICE OF ACCEPTANCE (NOA) BY THE MIAMI-DADE COUNTY DEPARTMENT

OF REGULATORY AND ECONOMIC RESOURCES (RER), BOARD AND CODE

ADMINISTRATION DIVISION, PRODUCT CONTROL SECTION FOR USE IN HIGH

VELOCITY HURRICANE ZONE.

9. TWO MEANS OF EGRESS SHALL BE MAINTAINED THROUGHOUT ALL

PHASES OF CONSTRUCTION. AT NO TIME SHOULD AN EGRESS

DOOR/ACCESS BE BLOCKED OR LOCKED TO SLOW OR PREVENT EXIT.

10. NEW MASONRY WORK IS TO BE TOOTHED INTO EXISTING MASONRY,

UNLESS OTHERWISE NOTED.

11. KEYNOTE BOXES WHICH DO NOT SPECIFICALLY POINT TO ITEMS SHALL BE

CONSIDERED TO INCLUDE ALL MATERIALS REFERENCED WITHIN THE

ROOM IN WHICH THEY OCCUR.

12. THE CONTRACTOR SHALL VERIFY ALL ELEVATIONS AND DIMENSIONS AND

SHALL HAVE ANY DISCREPANCIES BROUGHT TO THE ARCHITECT'S

ATTENTION PRIOR TO COMMENCEMENT OF CONSTRUCTION.

13. ALL DIMENSIONS ARE TO THE FACE OF STUD OR FACE OF MASONRY

UNLESS OTHERWISE INDICATED.

14. ELEVATIONS ARE REFERENCED FROM THE GROUND FLOOR SLAB AT 0'-0",

OR TO THE ASSOCIATED FINISH FLOOR LEVEL.

15. WHERE A RATED WALL MEETS AN NON-RATED WALL, THE STUDS SHALL BE

OFFSET SO THE FACES OF THE GYPSUM WALL BOARD ALIGN.

16. AREAS OF CMU WHICH WERE NOT PREVIOUSLY FINISHED AND AREAS OF

NEW CMU ARE TO RECEIVE A COAT OF BLOCK FILLER PRIOR TO PAINTING.

17. EXISTING PENETRATIONS THROUGH THE BUILDING EXTERIOR WHICH ARE

NO LONGER IN USE AFTER RENOVATION (CONDENSATE DRAINS, JUNCTION

BOXES, DRYER VENTS, HOSE BIBBS, ETC.) ARE TO BE FILLED AS FOLLOWS:

HOLES 2" OR SMALLER ARE TO BE FILLED WITH MORTAR TO MATCH THE

EXISTING EXTERIOR STUCCO FINISH; OPENINGS LARGER THAN 2" IN ANY

DIMENSION WILL REQUIRE NEW, MATCHING MASONRY TO BE TOOTHED

INTO PLACE.

18. EXISTING FLOOR PENETRATIONS AND RELATED SLOPING DEPRESSIONS

WHICH ARE NOT TO BE RE-USED FOR NEW WORK ARE TO BE INFILLED

WITH FLOWABLE GROUT AND FEATHERED TO BE FLUSH WITH THE

LEVELED FINISH FLOOR.

19. LOCATE ALL INTERIOR DOOR FRAMES A DISTANCE OF 4" (FOUR INCHES)

FROM THE FRAME TO THE CLOSEST ADJACENT PERPENDICULAR

PARTITION, UNLESS OTHERWISE NOTED.

20. USE PRESERVATIVE-TREATED WOOD PRODUCTS FOR ALL WOOD

BLOCKING IN CONTACT WITH EXTERIOR MASONRY OR CONCRETE

ELEMENTS, AND FOR ALL WOOD BLOCKING IN CONTACT WITH CONCRETE

SLABS ON GRADE.

21. PROVIDE WOOD OR METAL BLOCKING BEHIND GYPSUM BOARD AT THE

FOLLOWING LOCATIONS:

A. ALL WALL-MOUNTED OR CEILING-MOUNTED DOOR STOPS, DOOR HOLD-

OPEN DEVICES, AND OTHER HARDWARE.

B. ALL WALL-MOUNTED TOILET ACCESSORIES. AT GRAB BARS, PROVIDE

BLOCKING CAPABLE OF RESISTING A MINIMUM LOAD OF 250 POUNDS

APPLIED VERTICALLY OR HORIZONTALLY AT ANY POINT ON THE GRAB

BAR.

C. ALL WALL-MOUNTED PLUMBING FIXTURES, INCLUDING BUT NOT

LIMITED TO LAVATORIES, SINKS, URINALS, WATER CLOSETS, AND

WATER COOLERS. PROVIDE BLOCKING CAPABLE OF RESISTING A

MINIMUM LOAD OF 400 POUNDS APPLIED VERTICALLY AT ANY POINT ON

THE PLUMBING FIXTURE.

D. ALL WALL-MOUNTED CABINETRY, SHELVING, AND SIMILAR ITEMS.

ONE HALF HOUR FIRE RATING

ONE HOUR FIRE RATING

TWO HOUR FIRE RATING

THREE HOUR FIRE RATING

FOUR HOUR FIRE RATING

SMOKE BARRIER (SB), SMOKE

PARTITION (SP), OR PARTITION

CAPABLE OF RESISTING THE

PASSAGE OF SMOKE (S), AS NOTED

(SB)

2' X 2' ACOUSTICAL TILE LAY-IN CEILING

GWB CEILING / SOFFIT

WOOD CEILING

METAL PANEL CEILING / SOFFIT

4' X 4' ACOUSTICAL TILE LAY-IN CEILING

OSS

H P

10'-0"

EXP

MECHANICAL EQUIPMENT LIGHT FIXTURES

EXIT LIGHTS STROBE LIGHT

SPEAKERS OCCUPANCY SENSOR

CARBON MONOXIDE SENSOR HEAT / PHOTO SENSOR

SMOKE DETECTOR CEILING HEIGHT

EXPOSED CEILING SPRINKLER HEAD

CEILING MOUNTED PROJECTOR CEILING MOUNTED RECEPTACLE

CO

= EGRESS TRAVEL PATH AND DISTANCE

= FIRE EXTINGUISHER ON BRACKET

FEC = FIRE EXTINGUISHER CABINET

'P' INDICATES PANIC HARDWARE

NO 'P' INDICATES STANDARD HARDWARE

OCCUPANT CAPACITY OF EGRESS

120'

FE

P

MAX: 220

533"

= EXIT SIGN

EGRESS WIDTH (INCHES)

# OF OCCUPANTS EGRESS SERVES

EGRESS OPENING TAG

EXISTING DOOR TO REMAIN

EXISTING WALL TO REMAIN

EXISTING DOOR , FRAME,

AND HARDWARE TO BE

REMOVED

EXISTING WALL TO BE REMOVED

EXISTING ITEM TO BE REMOVED

EXISTING PLUMBING

FIXTURES TO BE REMOVED

Macon, Georgia 31201 440 Martin Luther King Jr Blvd

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DESIGNER

FINAL - FOR CONSTRUCTION

08/14/2023

Animal and Plant Health Inspection Service (APHIS)

U.S. Department of Agriculture

Agricultural Research Service (ARS)

Building #62 Renovation

Old Cutler Road Coral Gables, FL 33158

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LEGENDS, NOTES, AND

ABBREVIATIONS

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ARCHITECTURAL GENERAL NOTESMATERIALS LEGENDARCHITECTURAL SYMBOLOGYARCHITECTURAL ABBREVIATIONS

RATED PARTITION LEGEND

REFLECTED CLG PLAN LEGEND

DEMOLITION SYMBOLS LEGEND

LIFE SAFETY PLAN LEGEND

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F.E.

F.E.

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UTILITY

ELEC/TELECOM

LABORATORY

CORRIDOR

OFFICE

PREP ROOM

01A

STORAGE

CYLINDER STOR.

MECHANICAL

TOILET

EGRESS DEMARCATION

PATHS PAINTED ON

CONCRETE SLAB -

MINIMUM 48" WIDE

TRAVEL DIST: 58'

SPRINKLERED = 1/3 DIAGONAL = 35' MIN. SEPARATION REQ.

EGRESS REMOTENESS DIAGONAL = 99' - 8"

BUILDING DIAGONAL = 104'

(DIVIDED BY 3 = 35')

UNSHADED AREAS = B BUSINESS

OCCUPANCY - 1,278 SF

@150 SF/OCC = 9 OCCUPANTS

TRAVEL DIST: 78'

300' MAX.300' MAX.

P

MAX: 220

633"

P

MAX: 220

533"

P

MAX: 220

533"

SHADED AREAS = S-2 STORAGE

OCCUPANCY - 1,758 SF

@300SF/OCC = 6 OCCUPANTS

ADA ACCESSIBLE PRIMARY BUILDING ENTRY

SECONDARY

BUILDING ENTRY

EXIT ONLY DOORS

7'

7'

IMAGINARY PROPERTY LINE FOR

FIRE SEPARATION DISTANCE (FSD)FIRE SEPARATION DISTANCE 5 f X < 10 = 1 HOUR EXTERIOR WALL

RATING WITH 25% MAXIMUM UNPROTECTED OPENINGS. EXISTING

CONCRETE MASONRY EXTERIOR WALL CONSTRUCTION PROVIDES

CALCULATED FIRE RESISTANCE OF 2-HOUR PER TABLE 722.3.2. WALL

OPENINGS ARE LESS THAN 25% MAXIMUM ALLOWED (15%)

FIRE SEPARATION DISTANCE 10 f X < 30 = 0

HOUR EXTERIOR WALL. NO OPENINGS PLANNED

IN WALL AREA FACING EXISTING BUILDING.

NO STRUCTURES WITHIN FSD

30' - 0"

NO STRUCTURES WITHIN FSD

30' - 0"

N O

S T

R U

C T

U R

E S

W

IT

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IN

F S

D

EXISTING BUILDING

EXISTING BUILDING

EXISTING BUILDING

ASHPALT DRIVE

IMAGINARY PROPERTY LINE FOR

FIRE SEPARATION DISTANCE (FSD)

EGRESS PATH

ADA EGRESS PATH

ADA EGRESS PATH ADA ACCESSIBLE PRIMARY

BUILDING ENTRY

GENERATOR PAD

CL

INFORMATION PROVIDED FROM FEMA FLOOD MAP SERVICE CENTER, DATE: 1/23/2023

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SEALS

CONSULTANT

DESIGNER

FINAL - FOR CONSTRUCTION

08/14/2023

Animal and Plant Health Inspection Service (APHIS)

U.S. Department of Agriculture

Agricultural Research Service (ARS)

Building #62 Renovation

Old Cutler Road Coral Gables, FL 33158

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LIFE SAFETY PLANS & FLOOD

ZONE MAP

KSB

KSB

CN 9930

1/8" = 1'-0"

LIFE SAFETY PLAN

1" = 10'-0"

LIFE SAFETY SITE PLAN

N

PLAN NORTH

MAGNETIC

NORTH

NOT TO SCALE

FLOOD ZONE MAP

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KEY PLAN

SUBMITTAL

SEALS

CONSULTANT

DESIGNER

FINAL - FOR CONSTRUCTION

08/14/2023

Animal and Plant Health Inspection Service (APHIS)

U.S. Department of Agriculture

Agricultural Research Service (ARS)

Building #62 Renovation

Old Cutler Road Coral Gables, FL 33158

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RATED ASSEMBLIES

KSB

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NOTE: TESTED FIRE-RATED ASSEMBLY DETAILS SHOWN IN THESE DRAWINGS ARE

EXAMPLES OF APPROVED ASSEMBLIES USED AS A BASIS OF DESIGN AND COULD BE

PROPRIETARY TO A SINGLE MANUFACTURER. WHATEVER MANUFACTURER(S) ARE

AWARDED ON THE PROJECT MUST PROVIDE LABORATORY TESTED DESIGN ASSEMBLIES

THE SAME OR SIMILAR TO THE DETAILS SHOWN AS PART OF THE SUBMITTAL REVIEW

PROCESS. THE CONTRACTOR IS RESPONSIBLE FOR THE PROPER APPLICATION AND

INSTALLATION OF ALL FIRESTOPPING/FIRE-RESISTANCE MATERIALS IN ACCORDANCE

WITH THE MANUFACTURERS' APPROVED INSTALLATION INSTRUCTIONS AND DETAILS.

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CAG

AG

CAG

DESIGN:

DRAWN:

REVIEW:

SHEET

KEY PLAN

SUBMITTAL

SEALS

CONSULTANT

DESIGNER

CN 9930

FINAL - FOR CONSTRUCTION

8/14/2023

Animal and Plant Health Inspection Service (APHIS)

U.S. Department of Agriculture

Agricultural Research Service (ARS)

Building #62 Renovation

Old Cutler Road Coral Gables, FL 33158

ENGINEER OF RECORD :

CHRISTOPHER A. GMUER

FL PE # 71599

2023-08-11

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FL CA # 31533 gmuereng.com (352) 281-4928 2603 NW 13th ST, Box 314 Gainesville, FL 32609

GEng Project # 22-0063

C-010

GENERAL NOTES AND

LEGEND

DESIGN ELEMENTS AND INFORMATION FURNISHED BY

OTHERS

1. THE ENGINEER AND ITS CONSULTANTS PREPARED THESE PLANS AND DESIGN DOCUMENTS THROUGH THE USE OR

RELIANCE UPON DESIGN ELEMENTS AND INFORMATION ORDINARILY OR CUSTOMARILY FURNISHED BY OTHERS, INCLUDING, BUT NOT LIMITED TO, SURVEYORS, GEOTECHNICAL ENGINEERS, ENVIRONMENTAL CONSULTANTS, ARCHITECTS, BUILDING SYSTEMS ENGINEERS, SPECIALTY CONTRACTORS, MANUFACTURERS, SUPPLIERS, AND THE PUBLISHERS OF TECHNICAL STANDARDS. THE ENGINEER SHALL NOT BE HELD RESPONSIBLE FOR DESIGN ERROR

AND OMISSIONS RESULTING FROM THE QUALITY OF THIS INFORMATION.

2. ALL POINTS OF COORDINATION OR INTERFACE BETWEEN THESE PLANS AND DESIGN DOCUMENTS AND THE PLANS

AND DESIGN DOCUMENTS OF OTHERS MUST BE COMPARED BY THE CONTRACTOR.

3. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES BEFORE PROCURING MATERIALS AND

INSTALLATION.

UTILITY LOCATES, RELOCATION, PROTECTION, AND

TERMINATION

1. UTILITY LOCATES SHALL BE COMPLETED BY THE CONTRACTOR PRIOR TO THE INITIATION OF SITE CONSTRUCTION.

2. PROPOSED UTILITY TAPS AND CROSSINGS SHALL BE PHYSICALLY LOCATED AND VERIFIED BY THE CONTRACTOR AS

SOON AS PRACTICABLE AND SHALL CONTACT THE ENGINEER IMMEDIATELY WITH ANY DISCREPANCIES OR

CONFLICTS.

3. UTILITY RELOCATION, SUPPORT, PROTECTION, TERMINATION, CAPPING, AND REMOVAL SHALL BE COORDINATED BY THE CONTRACTOR WITH UTILITY COMPANIES. ADEQUATE TIME SHALL BE PROVIDED FOR PROPER COORDINATION

AND TO MINIMIZE SERVICE INTERRUPTIONS.

4. CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES TO THE UTILITY COMPANY FOR THEIR

SERVICES.

SAFETY AND TEMPORARY TRAFFIC CONTROL

(MAINTENANCE OF TRAFFIC)

1. ALL SAFETY REGULATIONS AND PRACTICES SHALL BE ENFORCED BY THE CONTRACTOR THROUGHOUT THE

DURATION OF THIS PROJECT. THIS ALSO INCLUDES THE TRAVELING PUBLIC. THE FOLLOWING IS A NOTICE TO THE CONTRACTOR AND DOES NOT IMPLY THAT THE OWNER OR ENGINEER WILL INSPECT OR ENFORCE SAFETY

REGULATIONS.

2. LABOR SAFETY REGULATIONS SHALL CONFORM TO THE PROVISIONS SET FORTH BY OCCUPATIONAL SAFETY AND

HEALTH ADMINISTRATION (OSHA) REGULATIONS.

3. ALL SUBSURFACE CONSTRUCTION SHALL CONFORM TO THE PROVISIONS SET FORTH BY THE "TRENCH SAFETY ACT".

4. TEMPORARY TRAFFIC CONTROL (TTC) IS REQUIRED FOR ALL WORKS ON HIGHWAYS, ROADS, STREETS, BIKE LANES, SIDEWALKS AND SHALL HAVE A TTC PLAN. THE PLAN SHALL BE PREPARED BY A PROFESSIONAL ENGINEER THAT IS FDOT ADVANCED MOT CERTIFIED AT THE COST OF THE CONTRACTOR. ALL WORK SHALL BE EXECUTED UNDER THE ESTABLISHED TTC PLAN AND THE REVIEWING AGENCY'S APPROVED PROCEDURES. THE PLAN AND WORK SHALL BE

AT THE CONTRACTOR'S EXPENSE.

GENERAL AND MISCELLANEOUS NOTES

1. THESE PLANS, DESIGN DOCUMENTS, AND NOTES ARE NOT EXHAUSTIVE. ALL THE APPLICABLE CONSTRUCTION

STANDARDS AND DETAILS THAT ARE LISTED, REFERENCED, OR IMPLIED ARE INCLUDED IN THE CONTRACT

DOCUMENTS BY REFERENCE.

2. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE REVIEWING AGENCY REQUIREMENTS ARE NOT IN

AGREEMENT, THE MOST STRINGENT SHALL GOVERN.

3. THE REPAIR OF DAMAGE EITHER ABOVE OR BELOW GROUND BY THE CONTRACTOR OR SUB-CONTRACTORS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. DAMAGE WILL BE IN THE OPINION OF THE OWNER, APPLICABLE AGENCY, OR ENGINEER. ALL REPAIRS SHALL BE MADE AT CONTRACTOR EXPENSE IN A MANNER SPECIFIED BY THE

PARTICULAR ENTITY.

4. CONTRACTOR IS RESPONSIBLE FOR GRADING ALL PAVEMENT, SIDEWALKS, AND GRADING AROUND BUILDINGS TO DRAIN POSITIVELY. INTERSECTIONS SHALL BE TRANSITIONED TO PROVIDE SMOOTH DRIVING SURFACE WHILE

MAINTAINING POSITIVE DRAINAGE.

5. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY OBSERVED AREAS OF POOR DRAINAGE PRIOR TO PLACEMENT

OF CURBS OR PAVEMENT COURSES.

6. ALL UNDERGROUND UTILITIES MUST BE INSTALLED, INSPECTED, AND TESTED PRIOR TO PAVEMENT BASE OR

SIDEWALK INSTALLATION.

EROSION CONTROL AND STABILIZATION

1. CONTRACTOR IS REQUIRED TO SUBMIT A COMPLETE NOI AND APPROPRIATE FEE TO SECURE A FDEP GENERIC

PERMIT FOR STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES (CGP) AT LEAST TWO DAYS BEFORE CONSTRUCTION BEGINS. A PERMIT IS REQUIRED FOR CONSTRUCTION ACTIVITIES THAT DISTURB ONE OR MORE ACRES OR IF THE PROJECT IS PART OF A LARGER DEVELOPMENT THAT WILL ULTIMATELY DISTURB ONE

OR MORE ACRES.

2. PROJECTS THAT DISCHARGE STORMWATER TO AN MS4, A COPY OF THE NOI MUST ALSO BE SUBMITTED TO THE

OPERATOR OF THE MS4.

3. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR OBTAINING PERMIT COVERAGE AND IMPLEMENTING APPROPRIATE POLLUTION PREVENTION TECHNIQUES TO MINIMIZE EROSION AND SEDIMENTATION FROM STORMWATER DISCHARGES DURING CONSTRUCTION. THE ENGINEER SHOULD NOT BE LISTED AS THE OPERATOR

AS THEY DO NOT HAVE OPERATIONAL CONTROL OVER THE PROJECT.

4. WHEN THE OPERATOR CHANGES, THE NEW OPERATOR SHOULD OBTAIN PERMIT COVERAGE AT LEAST 2 DAYS BEFORE ASSUMING CONTROL OF THE PROJECT, AND THE PREVIOUS OPERATOR SHOULD FILE AN NPDES STORMWATER NOTICE OF TERMINATION WITHIN 14 DAYS OF RELINQUISHING CONTROL OF THE PROJECT TO A NEW

OPERATOR.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL EROSION AND SEDIMENTATION CONTROLS UNTIL

THE CONTRIBUTING DISTURBED AREAS ARE STABILIZED.

6. ALL DISTURBED AND OPEN AREAS OF THE SITE SHALL BE SODDED WITH ST AUGUSTINE GRASS PER FDOT

STANDARDS UNLESS INDICATED OTHERWISE.

TREE PRESERVATION AND DEMOLITION

1. CONTRACTOR SHALL VERIFY AND PROTECT ALL EXISTING TREES AND NATURAL VEGETATION THAT ARE INDICATED

TO REMAIN UNDISTURBED ON THE PLANS.

2. TREE PROTECTION FENCING SHALL BE INSTALLED PRIOR TO ANY DEMOLITION.

3. ALL TREES NOT SPECIFICALLY SHOWN TO BE PRESERVED OR REMOVED SHALL BE CONFIRMED WITH THE

REVIEWING AGENCY AND THE OWNER. THE PROTECTION OR REMOVAL IS AT THE COST OF THE CONTRACTOR.

4. CONTRACTOR SHALL SUBMIT DEMOLITION SCHEDULE TO OWNER PRIOR TO PROCEEDING WITH DEMOLITION

ACTIVITIES.

5. DISTURBED AREAS SHALL BE CLEARED AND GRUBBED TO REMOVE ALL ROOTS, MISCELLANEOUS VEGETATION, DELETERIOUS MATERIAL, DEBRIS, ETC.

6. SOME ITEMS TO BE REMOVED OR SALVAGED MAY NOT BE DEPICTED ON THE PLANS OR SURVEY. CONTRACTOR

SHALL BE AWARE OF ALL EXISTING IMPROVEMENTS WITHIN THE CONSTRUCTION LIMITS AND CONFIRM AN

INVENTORY WITH THE OWNER.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OR SALVAGE OF ALL EXISTING BUILDINGS, STRUCTURES, SLABS, CONCRETE, ASPHALT, DEBRIS PILES, SIGNS, ETC., AND THEIR APPURTENANCES UNLESS

OTHERWISE NOTED. ALL ITEMS SHALL BE PROPERLY DISPOSED IN A LEGAL MANNER.

8. PROVIDE PROTECTION AS NECESSARY TO PREVENT DAMAGE TO EXISTING IMPROVEMENTS SHOWN IN THE PLANS

TO REMAIN.

PERMITTING, CONSTRUCTION STANDARDS, SUBMITTALS,

REQUESTS FOR INFORMATION, INSPECTIONS, TESTING,

PUNCH LISTS, RECORD DRAWINGS, AND AS-BUILTS

1. SITE CLEARING AND DEMOLITION MAY NOT BE ABLE TO BEGIN UNTIL CERTAIN PERMITS HAVE BEEN ISSUED AND MAY

REQUIRE PRE-CONSTRUCTION MEETINGS, INSPECTIONS, CLEARANCES. THESE PERMITS ARE TYPICALLY ISSUED BY

THE APPLICABLE WATER MANAGEMENT DISTRICT AND THE MUNICIPALITY.

2. OTHER PERMITS ARE REQUIRED PRIOR TO COMPLETING OTHER SITE COMPONENTS SUCH AS THE UTILITY

CONSTRUCTION PERMITS, DRIVEWAY CONNECTION PERMITS, ROW USE PERMITS, ETC.

3. CONTRACTOR IS RESPONSIBLE FOR BECOMING FAMILIAR WITH AND OBTAINING ALL REQUIRED PERMITS, BONDS, TESTING, INSPECTIONS, CERTIFICATIONS, ETC. PRIOR TO AND DURING CONSTRUCTION (E.G. FDEP CGP, DEWATERING, MOT, WATER/SEWER INSPECTIONS).

4. A COMPLETE SET OF PERMITTED DRAWINGS AND SPECIFICATIONS MUST BE MAINTAINED ON SITE AT ALL TIMES

THAT THE CONTRACTOR IS PERFORMING WORK.

5. THE CONTRACTOR IS RESPONSIBILITY FOR VERIFYING THE CONSTRUCTION STANDARDS APPLICABLE TO EACH PORTION OF THE PROJECT. A SUGGESTED LIST OF APPLICABLE STANDARDS TYPICALLY ACCOMPANY THIS NOTE ON

THIS PLAN SHEET.

6. CONTRACTOR SHALL FURNISH SHOP DRAWINGS TO THE ENGINEER INDICATING MATERIALS AND MANNER OF INSTALLATION FOR ALL COMPONENTS OF THE PROJECT PRIOR TO PROCUREMENT OF MATERIALS AND INSTALLATION (E.G. PRECAST STRUCTURES, MANUFACTURED ITEMS). FAILURE TO OBTAIN APPROVAL BEFORE

INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE

7. ALL REQUESTS FOR INFORMATION SHALL BE SUBMITTED TO THE ENGINEER FOR RESPONSE BEFORE COMMENCING THE RELATED WORK VIA THE OWNER'S CONSTRUCTION DOCUMENTATION PROCESS. RFIs AND SUBMITTALS SHALL

HAVE A TRACKING NUMBER WITH RESUBMITTAL TRACKING NUMBERS CHANGED TO 1A, 1B…..

8. CONTRACTOR IS RESPONSIBLE FOR COMPILING A LIST OF INSPECTIONS AND FIELD VISITS DESIRED BY THE OWNER AND THE ENGINEER AND REASONABLY SCHEDULING THOSE INSPECTIONS. THESE SHALL INCLUDE AT A MINIMUM, TRENCH BACKFILL INSPECTION, PRESSURE TESTS, BAC-T SAMPLE COLLECTION, OPENING VALVES TO ACTIVATE

WATER SERVICE.

9. CONTRACTOR IS RESPONSIBLE FOR VERIFYING AND COORDINATING ALL INSPECTIONS REQUIRED BY THE REVIEWING AGENCIES AS LISTED IN THE PERMITS, INSPECTOR'S REQUEST, OR IMPLIED BY THE DESIGN STANDARDS.

10. CONTRACTOR SHALL CONTRACT WITH AN INDEPENDENT TESTING LABORATORY TO PERFORM TESTING OF MATERIALS, SOILS, UTILITIES, ETC. THE TESTING SHALL BE IN ACCORDANCE WITH THE APPROVED PERMITS, CONSTRUCTION STANDARDS, INSPECTOR'S REQUEST, DESIGN REPORTS, AND STANDARD PAVING AND GRADING TESTING. THIS SHALL INCLUDE DENSITY TESTING IN ALL PAVEMENT AREAS, UTILITY TRENCH COMPACTION ESPECIALLY UNDER ROADS AND OTHER PAVED AREAS, CONCRETE, AND OTHER MATERIALS TESTING.

11. SHOULD ANY RETESTING BE REQUIRED DUE TO THE FAILURE OF ANY TESTS TO MEET THE REQUIREMENTS, THE CONTRACTOR IS RESPONSIBLE FOR ALL RETESTING COSTS AND ANY RECONSTRUCTION REQUIRED TO MEET THE

TESTING REQUIREMENTS.

12. CONTRACTOR SHALL COORDINATE WITH THE ENGINEER THE SCHEDULE OF PUNCH LIST SITE VISITS WITH THE CONSTRUCTION SCHEDULE TO AVOID REPEAT VISITS. A TIMELINE OF ADDRESSING THE PUNCH LIST ITEMS SHALL BE PROVIDED IN A TIMELY MANNER. ANY DISPUTES SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER AND THE

ENGINEER.

13. RECORD DRAWINGS ARE DEFINED AS NOTES AND OTHER DOCUMENTATION COLLECTED BY THE CONTRACTOR THROUGHOUT CONSTRUCTION AS IT RELATES TO INSTALLATION PROGRESS, FIELD CONDITIONS, MEANS, METHODS, DEVIATIONS, AND OTHER VARIATIONS FROM THE CONTRACT DOCUMENTS. THE DOCUMENTATION MUST BE MADE AVAILABLE TO THE OWNER, ENGINEER, AND REVIEWING AGENCIES UPON REQUEST. RECORD DRAWINGS ARE NOT INTENDED TO BE EXHAUSTIVE, HOWEVER, VERIFICATION OF INSTALLED CONDITIONS CAN BE REQUESTED AT THE

COST OF THE CONTRACTOR UTILIZING STANDARD METHODS.

14. CONTRACTOR SHALL CONFIRM REQUIREMENTS TO PROVIDE COMPLETE AS-BUILT INFORMATION TO THE OWNER, ENGINEER, AND REVIEWING AGENCIES AT THE COST OF THE CONTRACTOR.

15. AS-BUILTS ARE DEFINED AS A DRAWING PRODUCED BY A REGISTERED LAND SURVEYOR BASED ON FIELD MEASUREMENTS OF THE FINISHED SITE IMPROVEMENTS WITH LOCATIONS, ELEVATIONS, AND DESCRIPTION OF IMPROVEMENTS. THEY SHOULD MEET REVIEWING AGENCIES REQUIREMENTS PER PERMIT AND CLOSEOUT REQUIREMENTS. THEY SHOULD ALSO MEET THE OWNER'S NEED FOR LENDING, WARRANTY, AND OTHER

REQUIREMENTS.

16. AS-BUILTS CONTAIN AT A MINIMUM: BUILDING LOCATION AND FINISHED FLOOR ELEVATIONS, ACCESSIBLE ROUTE AND PARKING GRADES, PAVEMENT GRADE BREAKS, GRAVITY STRUCTURE TOP ELEVATIONS AND PIPE SIZES AND INVERTS, PRESSURE SYSTEM FITTINGS AND VALVES, SAMPLING POINTS, STORMWATER FACILITY TOP AND BOTTOM PERIMETERS AND OTHER FEATURES, OUTFALL STRUCTURE DETAILS, ETC. AND OTHER LOCATIONS WHERE FIELD

CONDITIONS DO NOT MATCH THE CONTRACT DOCUMENTS.

17. ADDITIONAL AS-BUILT INFORMATION MAY BE REQUIRED DURING CONSTRUCTION INSTALLATIONS AT CRITICAL AREAS. THIS INCLUDES BUT IS NOT LIMITED TO PIPE CROSSINGS OF WATER MAINS WITH LESS THAN 18 INCHES OF CLEARANCE OR WHEN PARALLEL UTILITIES WITH WATER MAINS HAVE LESS THAN 10 FEET OF CLEARANCE.

WARRANTIES

1. IF NOT SPECIFICALLY INDICATED IN THE CONTRACT DOCUMENTS, ALL IMPROVEMENTS SHALL BE WARRANTED BY

THE CONTRACTOR TO THE OWNER FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE BY THE OWNER. THIS WARRANTY WILL ALSO EXTEND TO THE MAINTENANCE ENTITY OF ANY OTHER IMPROVEMENTS INCLUDING ROADS, SIDEWALKS, UTILITIES, STORM PIPING, ETC. OR TO THE EXTENT REQUIRED BY THEIR APPLICABLE DESIGN

STANDARDS.

GENERAL LEGEND - SEE PLANS FOR ADDITIONAL CALLOUTS

EXISTING CABLE

EXISTING COMMUNICATIONS

EXISTING ELECTRIC OVERHEAD

EXISTING ELECTRIC UNDERGROUND

EXISTING FIBER OPTIC

EXISTING FIRE

EXISTING FORCEMAIN

EXISTING GAS

EXISTING RECLAIMED WATER

EXISTING STORM

EXISTING TELEPHONE

EXISTING WATER

PROPOSED CABLE

PROPOSED COMMUNICATIONS

PROPOSED ELECTRIC OVERHEAD

PROPOSED ELECTRIC UNDERGROUND

PROPOSED FIBER OPTIC

PROPOSED FIRE

PROPOSED FORCEMAIN

PROPOSED GAS

PROPOSED RECLAIMED WATER

PROPOSED STORM

PROPOSED TELEPHONE

PROPOSED WATER

EXISTING ELEVATION CONTOUR

PROPOSED ELEVATION CONTOUR

SWALE CENTERLINE

PROPOSED GRADE SPOT ELEVATION

SILT FENCE

TREE BARRICADE

SETBACK

BUFFER

PROPERTY BOUNDARY

EXISTING FENCE

CABLECABLE

COMCOM

OHEOHE

UGEUGE

FIBERFIBER

FIREFIRE

FMFM

GASGAS

RCWRCW

STORMSTORM

TELTEL

WMWM

CABLECABLE

COMCOM

OHEOHE

UGEUGE

FIBERFIBER

FIREFIRE

FMFM

GASGAS

RCWRCW

STORMSTORM

TELTEL

WWWW

SILTSILT

TREETREE

WATER CONSTRUCTION

STANDARDS

SCOPE

1. THE PURPOSE AND INTENT OF THESE GENERAL NOTES AND THE

ACCOMPANYING CONSTRUCTION DETAILS IS TO PROVIDE FOR THE

FURNISHING AND INSTALLATION OF A WATER TRANSMISSION AND

DISTRIBUTION SYSTEM.

2. ENGINEERS, CONTRACTORS, INSPECTORS, AND OTHERS

CONCERNED WITH WATER CONSTRUCTION SHALL PERFORM ALL

WORK IN ACCORDANCE WITH THESE REQUIREMENTS. ANY

MODIFICATIONS TO THESE STANDARDS SHALL REQUIRE APPROVAL

FROM THE DIRECTOR OF THE UTILITIES AND PUBLIC WORKS

DEPARTMENT.

3. ALL WATER MAIN CONSTRUCTION METHODS AND MATERIALS,

INCLUDING PIPING, VALVES, FIRE HYDRANTS ETC., AND

ASSOCIATED APPURTENANCES SHALL CONFORM TO MATERIALS

SCHEDULE AND AWWA STANDARDS.

INSPECTION AND DISPOSITION OF

MATERIALS

1. MATERIAL DELIVERED TO THE JOB SITE SHALL BE INSPECTED.

MATERIALS FOUND DURING INSPECTION OR DURING THE

PROGRESS OF THE WORK TO HAVE CRACKS, FLAWS, SURFACE

ABRASIONS, CRACKED LININGS, OR OTHER DEFECTS SHALL BE

REJECTED AND REMOVED FROM THE JOB SITE WITHOUT DELAY.

ALL MATERIALS DELIVERED TO THE JOB SITE SHALL BE IN

ACCORDANCE WITH THE MATERIALS SCHEDULE.

2. PIPE DELIVERED TO THE JOB SITE SHALL BE UNLOADED OPPOSITE

OR NEAR THE PLACE WHERE IT IS TO BE INSTALLED. MATERIALS

SHALL BE LOADED AND UNLOADED BY LOADER, LIFTING HOISTS, OR

SKIDDING SO AS TO AVOID SHOCK AND PREVENT DAMAGE.

MATERIALS UNLOADED BY SKIDWAYS SHALL NOT BE SKIPPED OR

ROLLED AGAINST MATERIALS ALREADY ON THE GROUND.

3. PROTECTION OF PROPERTY AND OBSTRUCTIONS:

3.1. TEMPORARY SUPPORTS AND/OR ADEQUATE PROTECTION

SHALL BE INSTALLED AND MAINTAINED ON ALL UNDERGROUND

AND SURFACE STRUCTURES ENCOUNTERED IN THE PROGRESS

OF THE WORK. STRUCTURES THAT HAVE BEEN DISTURBED

SHALL BE RESTORED UPON COMPLETION OF THE WORK.

3.2. UNDERGROUND UTILITIES SHALL BE NOTIFIED AND UTILITY

LOCATES PERFORMED (CALL 811) PRIOR TO BEGINNING

CONSTRUCTION. ANY KNOWN OBSTRUCTIONS SHALL BE

SHOWN ON THE DRAWINGS. THE UTMOST CAUTION SHALL BE

TAKEN IN ALL OPERATIONS TO AVOID DAMAGE TO EXISTING

OBSTRUCTIONS (FOR EXAMPLE, PIPES, CABLES, CONDUIT,

UTILITY POLES, STRUCTURES, ETC.) WHETHER OR NOT SHOWN

ON THE DRAWINGS.

3.3. EXISTING UTILITIES SHALL BE KEPT IN OPERATION BY

TEMPORARY LINES, TEMPORARY PUMPS, OR OTHER MEANS

PROVIDED FOR CONTINUOUS OPERATION OF UTILITIES. ALL

THIS WORK SHALL BE INSTALLED, MAINTAINED, OPERATED, AND

REMOVED UPON COMPLETION OF THE JOB.

TRENCH PREPARATION

1. THE TRENCH SHALL BE OPENED SO THAT THE PIPE CAN BE

INSTALLED TO THE ALIGNMENT AND DEPTH REQUIRED. THE

TRENCH SHALL BE EXCAVATED ONLY SO FAR IN ADVANCE OF PIPE

INSTALLATION AS TO INSURE PROPER INSTALLATION IN

ACCORDANCE WITH THE CONSTRUCTION DETAILS AND THESE

PLANS.

2. THE TRENCH SHALL BE EXCAVATED TO THE DEPTH REQUIRED SO

AS TO PROVIDE A UNIFORM AND CONTINUOUS BEARING SUPPORT

FOR THE PIPE ON UNDISTURBED GROUND. BELL HOLES SHALL BE

PROVIDED AT EACH JOINT TO PERMIT JOINTING TO BE MADE

PROPERLY AND INSPECTED.

3. EXCAVATED MATERIAL SHALL BE PILED IN SUCH A MANNER THAT IT

WILL NOT ENDANGER THE WORK, OBSTRUCT NATURAL WATER

COURSES, SIDEWALKS, OR DRIVEWAYS. FIRE HYDRANTS UNDER

PRESSURE, VALVE PIT COVERS, VALVE BOXES, FIRE AND POLICE

CALL BOXES, OR OTHER UTILITY CONTROLS SHALL BE LEFT

UNOBSTRUCTED AND ACCESSIBLE AT ALL TIMES. GUTTERS SHALL

BE KEPT CLEAR OR OTHER SATISFACTORY PROVISIONS MADE FOR

STREET DRAINAGE. ALL SURFACE MATERIALS WHICH ARE SUITABLE

FOR REUSE IN RESTORING THE SURFACE SHALL BE KEPT

SEPARATE FROM ANY UNACCEPTABLE EXCAVATED MATERIAL.

4. WATER SHALL NOT BE ALLOWED IN THE TRENCH AT ANY TIME. AN

ADEQUATE SUPPLY OF WELL POINTS, HEADERS, AND PUMPS, ALL IN

FIRST CLASS OPERATING CONDITION, MAY BE USED TO REMOVE

THE WATER. THE USE OF GRAVEL AND PUMPS SHALL ALSO BE AN

ACCEPTABLE MEANS OF REMOVING THE WATER. THE TRENCH

SHALL BE EXCAVATED NO MORE THAN THE AVAILABLE PUMPING

FACILITIES ARE CAPABLE OF HANDLING. THE DISCHARGE FROM

PUMPS SHALL BE ROUTED TO NATURAL DRAINAGE CHANNELS OR

EMPTIED INTO DRAINS OR STORM SEWERS, OR AS REQUIRED BY

EPA, FDEP, WATER MANAGEMENT DISTRICT, OR OTHER AGENCIES.

HANDLING AND CUTTING…