Attachment 2 - Drawing Documents.pdf

SHEET INDEX

GI001

DRAWING

NO.

DRAWING TITLE

GENERAL

CIVIL

SHEET

NO.

COVER SHEET

INSTALL ALTERNATE CONNECTIONS FOR

STEAM AND CHILLED WATER

PROJECT NUMBER: 675-22-117

BID DOCUMENTS

LAKE NONA VA MEDICAL CENTER

ORLANDO, FL

KEY MAPC-001

MECHANICAL

MECHANICAL LEGEND, ABBREVIATIONS, AND NOTESM001

CENTRAL ENERGY PLANT OVERALL GROUND FLOOR PLAN MECHANICALM101

M102

LOCATION MAP

NOT TO SCALE

AREA MAP

NOT TO SCALE

TRUE

NORTH

PLAN

NORTH

PROJECT LOCATION PROJECT LOCATION

TRUE

NORTH

PLAN

NORTH

BOILER PLANT AND STEAM SYSTEM CONNECTION

M103 CHILLED WATER SYSTEM CONNECTION

M104 CONDENSER WATER SYSTEM CONNECTIONS

M501 SCHEMATIC FLOW DIAGRAM STEAM SYSTEM - DEMOLITION AND NEW WORK PLAN

NOTES AND LEGENDC-010

ARCHITECTURAL

ARCHITECTURAL SITE DEMO PLANASD101

ARCHITECTURAL SITE PLANAS101

DEMOLITION AND EROSION CONTROL PLANC-050

SITE PLANC-100

GRADING, DRAINAGE, & UTILITY PLANC-200

M502

M503 MECHANICAL PIPING DETAILS

M601 MECHANICAL SCHEDULES

STRUCTURAL

STRUCTURAL NOTESS001

FOUNDATION & FRAMING PLANSS101

PLUMBING

PLUMBING LEGEND, ABBREVIATIONS AND NOTESP001

BOILIER PLANT CONNECTIONP102

PLUMBING SECTIONS AND DETAILSP103

PLUMBING PIPING DETAILSP501

ELEVATIONSS201

CONCRETE DETAILSS301

STEEL DETAILSS502

SCHEMATIC FLOW DIAGRAM STEAM SYSTEM - DEMOLITION AND NEW WORK PLAN

M800 CONTROL LEGEND AND SEQUENCE OF OPERATION

SHEET

NO.

DRAWING TITLE

ELECTRICAL LEGEND, ABBEVIATIONS AND NOTESE001

ELECTRICAL PLANE101

ELECTRICAL DETAILSE601

ELECTRICAL SITE PLANES101

ELECTRICAL

GI002 GENERAL NOTES, DETAILS, ABBREVIATIONS AND LEGENDS

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

DATE:

Drawing Title:

Approved Project Director

Project Title:

1 2 3 4 5 6 7 8 9

BID DOCUMENTS

590 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 200

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

JLH SJ/SM

INSTALL ALTERNATE CONNECTIONS FOR

STEAM AND CHILLED WATER

675-22-17

ORLANDO, FL

10-26-2023REVISIONS: SHEET 0F 032 SHEETS

COVER SHEET

GI001

ARCHITECTURAL ABBREVIATIONSARCHITECTURAL LEGEND

GENERAL ARCHITECTURAL NOTES

GENERAL PROJECT NOTES

A

GA4

A301

A201

A401

ROOM

NAME

+ 0'-6"

F.E.C.

AIR CONDITIONING

ACOUSTICAL CEILING TILE

ABOVE FINISH FLOOR

ALUMINUM

BATT INSULATION

BOTTOM OF

CEMENTITIOUS BACKER BOARD

CEMENTITIOUS CRYSTALLINE WATERPROOFING

COLD-FORMED METAL FRAMING

CORNER GUARD

CENTERLINE

CONCRETE MASONRY UNIT

CASED OPENING

COMMUNICATION

CONCRETE

SEALED CONCRETE

CONTINUOUS

CONTRACTING OFFICER'S REPRESENTATIVE

CERAMIC TILE

CERAMIC TILE BASE

CARPET

DIAMETER

EXPANSION JOINT

ELECTRICAL

EPOXY FLOORING

EXPOSED STRUCTURE

ET CETERA

EXISTING

EXPOSED

FACTORY FINISH

FLOOR DRAIN

FIRE EXTINGUISHER CABINET

FIRE HOSE CABINET

FINISHED FLOOR

FINISH

FLOOR

FACE OF

FIELD VERIFY

FABRIC WALLCOVERING

GAGE

GRANITE

GYPSUM (WALL) BOARD

HANDICAPPED

HOLLOW METAL

HANDRAIL

HEATING VENTILATION AND AIR-CONDITIONING

MATERIAL

MAXIMUM

MECHANICAL

MANUFACTURER

MINIMUM

MASONRY OPENING

METAL

NOT IN CONTRACT

NOT TO SCALE

ON CENTER

OPPOSITE HAND

PLASTER

PLASTIC LAMINATE

PORCELAIN TILE

PAIR

PAINT

QUARRY TILE

RESILIENT BASE

REFRIGERATOR

REQUIRED

RESINOUS FLOORING

RESINOUS EPOXY WALL-CEILING

ROUGH OPENING

RUBBER FLOORING

RECESSED PAPER HOLDER

SEALED HIGH BUILD GLAZED COATING

SOLID CORE WOOD

SIMILAR

SPECIAL FACED

STAINLESS STEEL

STEEL

SUBSTRATE

SHEET VINYL

SOLID VINYL TILE

TELEPHONE

TOP OF

TYPICAL

UNLESS NOTED OTHERWISE

VINYL COMPOSITION TILE

VINYL WALL COVERING

WALL COVERING

WALL PROTECTION

WOOD

WELDED SEAM SHEET FLOORING

AC

AT

AFF

AL

BATT

BO

CBB

CCW

CFMF

CG

C

CMU

CO

COMM

CONC

SCONC

CONT

COR

CT

CTB

CP

DIA

EJ

ELEC

EPY

ES

ETC

EXIST

EXP

FAC FIN

FD

FEC

FHC

FF

FIN

FLR

FO

FV

FWC

GA

GRA

GYP BD/GWB

HC

HM

HR

HVAC

MATL

MAX

MECH

MFR

MIN

MO

MTL

NIC

NTS

OC

OH

PLS

PL

PT

PR

P

QT

RB

REF

REQ'D

RES

RES-W

RO

RF

RPH

SC

SCW

SIM

SP

SS

STL

SUBS

SV

SVT

TELE

TO

TYP

UNO

VCT

VWC

WC

WP

WD

WSF

L

FIRE EXTINGUISHER CABINET

ROOM NAME AND NUMBER

DOOR NUMBER

KEY NOTE

WINDOW TYPE

PARTITION TYPE

DETAIL CALLOUT

DETAIL NUMBER

SHEET WHERE DETAIL IS DRAWN

SECTION CALLOUT

VERTICAL ELEVATION

COLUMN CENTERLINE DESIGNATION

DEMOLITION KEY NOTE

DETAIL NUMBER

SHEET WHERE DETAIL IS DRAWN

INTERIOR ELEVATION CALLOUT

DETAIL NUMBER

SHEET WHERE DETAIL IS DRAWN

CARD READERCR

HIGH-PRESSURE LAMINATEHPL

LUXURY VINYL TILELVT

EDGE OF DECKEOD

DOWNSPOUTDS

CONTROL JOINTCJ

DRINKING FOUNTAINDF

FIRE RETARDANT TREATEDFRT

EXTERIOR INSULATION FINISHING SYSTEMEIFS

WATER RESISTANTWR

J1

SECTION CUT

HEAD/JAMB/SILL DETAIL NUMBER EQUALEQ

CARPET TILECPT

REFLECTED CEILING PLANRCP

SOLID SURFACE MATERIALSSM

X1045 EQUIPMENT JSN NUMBER

ALUMINUM COMPOSITE METAL PANELSACMP

A. DIMENSIONS, UNLESS OTHERWISE INDICATED, ARE TO:

• FACE OF EXISTING WALL SURFACE

• FACE OF NEW MASONRY

• FACE OF NEW WALL STUDS

• TOP OF SLAB

• TOP OF MASONRY

• ALIGN NEW WALLS WITH EXISTING WHERE NOT OTHERWISE INDICATED.

B. COORDINATE WITH ALL DISCIPLINES DRAWINGS FOR ADDITIONAL REQUIREMENTS.

COORDINATE OPENINGS IN SLABS, ROOF, AND WALLS. WHERE NEW HOLES IN EXISTING

WALLS AND SLABS ARE CREATED FOR PENETRATIONS, COORDINATE SIZE AND LOCATION.

PATCH HOLES CAUSED BY THE REMOVAL OF EQUIPMENT, PIPING, CONDUIT, DUCT,

GRILLES, ETC. WITH MATERIALS MATCHING EXISTING SLAB OR WALL IN STRUCTURE,

MATERIAL, THICKNESS, ALIGNMENT, GRADES, AND QUALITY.

C. COORDINATE AND PROVIDE GALVANIZED METAL BACKER PLATE OR SOLID FIRE

RETARDANT TREATED WOOD BLOCKING FOR WALL-MOUNTED ITEMS. COORDINATE

LOCATIONS WITH COR FOR GOVERNMENT PROVIDED/CONTRACTOR INSTALLED

EQUIPMENT.

D. `PROVIDE' IS DEFINED AS PROVIDING MATERIALS, DELIVERY, STORAGE, HANDLING,

INSTALLATION, ADJUSTMENT, AND CLEANING FOR THE ITEM INDICATED.

E. SEAL PIPE PENETRATIONS THROUGH SLABS, MASONRY, SMOKE RATED PARTITIONS AND

FIRE-RATED PARTITIONS WITH THE APPROPRIATE FIRESTOP TO MAINTAIN THE RATING OF

THE WALL OR SLAB. SUBMIT CUT SHEETS AND SPECIFICATIONS TO THE COR FOR

APPROVAL PRIOR TO INSTALLATION. PROVIDE UL LISTED ASSEMBLIES.

F. SKIM COAT ALL DAMAGED EXISTING WALL SURFACES THAT REQUIRE PAINTING.

G. REMOVE COMPLETELY ALL MATERIALS AS INDICATED ON THE DRAWINGS AND AS

REQUIRED FOR NEW CONSTRUCTION. EDGES AND FACES OF DEMOLISHED AREAS SHALL

BE REPAIRED TO ACCEPT NEAT INSTALLATION OF NEW CONSTRUCTION OR FINISHES.

WHERE EXISTING MATERIALS ARE TO BE REPLACED (WALLS, INSULATION, FLOORING, ETC.)

EXISTING MATERIALS, ADHESIVES, ETC. SHALL BE REMOVED AND EXPOSED SURFACES

SHALL BE PREPARED AS INDICATED OR SPECIFIED PRIOR TO INSTALLATION OF NEW

MATERIALS.

H. PREVENT DAMAGE TO MATERIALS AND FINISHES TO REMAIN. REPAIR DAMAGES FROM

CONSTRUCTION ACTIVITIES TO EXISTING ITEMS TO REMAIN, AT NO ADDITIONAL COST.

WHERE SUCH EXPOSED MATERIALS OR FINISHES TO REMAIN ARE DAMAGED.

A. THE CONTRACTOR SHALL BE PERPARED TO STOP ANY WORK AND CLEAN UP THE WORK AREA

IF SO ASKED IN EMERGENCY SITUATIONS REQUIRING SUCH ACTION.

B. THE CONTRACTOR SHALL NOT ORDER OR INSTALL ANY MATERIALS OR EQUIPMENT UNTIL

SUBMIITTALS FOR SUCH HAVE BEEN APPROVED.

C. ALL TOOLS AND MATERIALS USED IN THIS PROJECT SHALL BE PROPERLY SECURED AT ALL

TIMES BY THE CONTRACTOR TO REDUCE THE POSSIBILITY OF ANY OF THESE TOOLS BEING A

HAZARD TO PATIENTS, VISITORS AND STAFF.

D. THE CONTRACTOR WILL BE RESPONSIBLE FOR ACQUIRING I.D. BADGES FOR EACH MEMBER OF

HIS WORK FORCE. VALID FORMS OF I.D. ARE REQUIRED TO RECEIVE BADGES. COORDINATE

WITH COR.

E. THE CONTRACTOR, AT HIS EXPENSE, WILL BE RESPONSIBLE FOR TRAINING EACH MEMBER OF

HIS WORK FORCE ON VA POLICIES FOR ON-SITE WORK BEFORE ANY MEMBER WILL BE

ALLOWED TO PERFORM WORK ON VA PREMISES.

F. ABSOLUTELY NO VA TOOLS, MATERIALS OR EQUPMENT WILL BE LOANED OR GIVEN BY THE VA

TO ANY MEMBER OF THE CONTRACTOR'S WORK FORCE AT ANY TIME.

G. ANY SMOKE DETECTORS HAVING ANY POTENTIAL FOR EXPOSURE TO CONSTRUCTION SMOKE,

DUST AND DEBRIS SHALL BE SUITABLY PROTECTED TO PREVENT ACCIDENTAL ALARM DURING

CONSTRUCTION. ALL SUCH ACTION MUST BE FIRST COORDINATED AN CLEARED WITH THE COR

AND THE VA SAFETY OFFICER. ALL FUNCIONAL FIRE ALARM DEVICES SHALL BE ACTIVE

WHENEVER THE CONTRACTOR'S FORCES ARE NOT PRESENT IN THE WORK AREA.

H. THE CONTRACTOR MUST PROVIDE WRITTEN FIRE SAFETY CHECKLIST AT THE END OF EVERY

WORK DAY TO THE COR CERIFYING THAT ALL WORK AREAS HAVE BEEN SURVEYED AND FOUND

TO BE SECURE, SAFE AND FREE OF ANY FLAMMABLE LIQUIDS.

I. CONTRACOR SHALL COORDINATE ONLY WITH THE COR AND CONTRACTING OFFICER.

J. SEE SPECIFICATONS SECTIONS 01 00 00 AND 01 35 26 FOR INTERIM LIFE SAFETY MEASURES.

K. ALL FINISH COLORS TO BE SELECTED BY COR/ VA INTERIOR DESIGNER WHERE NOT

OTHERWISE INDICATED. CONTRACTOR SHALL SUBMIT COLORS FROM THE MANUFACTURER'S

FULL RANGE OF COLORS.

L. PROVIDE 24"X24" ACCESS PANELS IN HARD CEILINGS WHERE DUCTS AND DAMPERS OR OTHER

PIPES REQUIRE ACCESS AS REQUIRED. COORDINATE EXACT LOCATIONS WITH THE COR.

M. THE CONTRACTOR SHALL NOT OPERATE ANY EXISTING VA EQUIPMENT WITHOUT

AUTHORIZATION FROM VAMC ENGINEERING SERVICE UNLESS AN EMERGENCY SITUATION

OCCURS.

N. CONTRACOR SHALL MAINTAIN ALL FIRE-RATED ASSEMBLIES WITHIN THE PROJECT AREA

DURING PERFORMANCE OF THE WORK.

O. CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL REQUIRED EXIT LIGHTING AND SIGNAGE

REQUIRED FOR EGRESS WITHIN AND ADJACENT TO THE PROJECT AREA DURING

PERFORMANCE OF THE WORK.

P. INDICATED EXISITNG CONDITIONS ARE BASED UPON LIMIITED FIELD INVERSTIGATION AND DID

NOT INCLUDE DESTRUCTIVE INVESTIGATION OR TESTING. CONTRACTOR SHALL VERIFY ALL

EXISTING CONDITIONS INCLUDING DIMENSIONS OF THE INSTALLED CONSTRUCTION PRIOR TO

COMMENCING WITH THE WORK. IF DISCREPENCIES ARE DISCOVERED, THE CONTRACTOR

SHALL NOTIFY THE COR FOR INTERPRETATION AND DIRECTION PRIOR TO PROCEEDING WITH

THE WORK.

Q. THE CONTRACTOR SHALL LOCATE EXISTING WALL REINFORCING THROUGH NON-DESTRUCTIVE

MEANS PRIOR TO SUBMISSION OF CONDUIT LAYOUT DRAWINGS FOR REVIEW. IN NO INSTANCE

SHALL EXISTING WALL REINFORCING BE CUT DURING CORING WITHOUT A/E REVIEW AND

WRITTEN APPROVAL OF THE COR.

A ACCESSORY TYPE

UL DETAIL C-AJ-1254UL DETAIL W-L-2038

NOTE: ANY UL ASSEMBLY MEETING CRITERIA MAY

BE UTILIZED. ASSEMBLIES INDICATED ON THIS

SHEET ARE FOR INFORMATION ONLY.

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

DATE:

Drawing Title:

Approved Project Director

Project Title:

1 2 3 4 5 6 7 8 9

BID DOCUMENTS

590 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 200

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

JLH SJ/SM

INSTALL ALTERNATE CONNECTIONS FOR

STEAM AND CHILLED WATER

675-22-17

ORLANDO, FL

10-26-2023REVISIONS: SHEET 0F 032 SHEETS

GENERAL NOTES, DETAILS, ABBREVIATIONS

AND LEGENDS

GI002

Feet 0 150 300

ENGINEER OF RECORD

CHRISTOPHER A. GMUER

FL PE # 71599

2023-10-26 gmuereng.com

(352) 281-4928

2603 NW 13th ST, Box 314

Gainesville, FL 32609

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and

Facilities Management

U.S. Department of Veterans Affairs

B

C

D

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

INSTALL ALTERNATE CONNECTIONS

FOR STEAM AND CHILLED WATER

ORLANDO, FL

675-22-17

Project Director

10-26-2023REVISIONS: DATE: CAG ABG

Fi le

: 2 3-

-C -0

D

EM

O

.D W

G

LA

ST

S

AV

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: 2

3-

-2

:0 3:

A

M

PL

O

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SC

AL

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: 1 :1

P

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: 2

3-

-2

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R : C hr is

G

SHEET 0F 032 SHEETS

590 MEANS ST NW

STE. 200

ATLANTA, GA 30318

KEY MAP

C-001

LAUREATE BLVD

TAVISTOCK LAKES BLVD

VETERANS W

AY

VETERANS W

AY

C

EN

TE

R

LI

N

E D

R

IV

E

H

IT

C H

IN

G

S

AV

E

LAKE NONA BLVD

C-050 C-100 C-200

ENGINEER OF RECORD

CHRISTOPHER A. GMUER

FL PE # 71599

2023-10-26 gmuereng.com

(352) 281-4928

2603 NW 13th ST, Box 314

Gainesville, FL 32609

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and

Facilities Management

U.S. Department of Veterans Affairs

B

C

D

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

INSTALL ALTERNATE CONNECTIONS

FOR STEAM AND CHILLED WATER

ORLANDO, FL

675-22-17

Project Director

10-26-2023REVISIONS: DATE: CAG ABG

Fi le

: 2 3-

-C -0

D

EM

O

.D W

G

LA

ST

S

AV

ED

: 2

3-

-2

:0 3:

A

M

PL

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P

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SHEET 0F 032 SHEETS

590 MEANS ST NW

STE. 200

ATLANTA, GA 30318

NOTES AND LEGEND

C-010

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 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 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 TO VERIFY 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.

8. CONTRACTOR IS RESPONSIBLE FOR COMPILING A LIST INSPECTIONS AND FIELD VISITS DESIRED BY THE OWNER

AND THE ENGINEER AND REASONABLY SCHEDULING THOSE INSPECTIONS.

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, WARRANTEE, 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 WARRANTEE 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

99.99

STANDARD

ABBREVIATIONS

ADJ ADJACENT

ALUM ALUMINUM

APT APARTMENT

ASPH ASPHALT

B&J BORE & JACK

BLDG BUILDING

BM BENCHMARK

BOC BACK OF CURB

BOW BOTTOM OF WALL

BSL BUILDING SETBACK LINE

C&G CURB & GUTTER

C1 CURVE ONE

CATV CABLE TELEVISION

CEC CLAY ELECTRIC COOPERATIVE

CF CUBIC FEET

Cl CAST IRON

CIP CAST-IN-PLACE

CL CENTER LINE

CLF CHAIN LINK FENCE

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

C/O CLEAN OUT

COMM COMMUNICATIONS

CONC CONCRETE

CY CUBIC YARD

DBI DITCH BOTTOM INLET

DDCBP DOUBLE DETECTOR CHECK BACKFLOW

PREVENTER

DEG DEGREES

DHWL DESIGN HIGH WATER LEVEL

DI DUCTILE IRON

DIA DIAMETER

DIM DIMENSION

DIP DUCTILE IRON PIPE

E EAST

EL ELEVATION

ELEC ELECTRIC

EOP EDGE OF PAVEMENT

ERCP ELLIPTICAL REINFORCED CONCRETE PIPE

ESMT EASEMENT

EX EXISTING

FOC FACE OF CURB

FDC FIRE DEPARTMENT CONNECTION

FFE FINISH FLOOR ELEVATION

FG FINISH GRADE

FH FIRE HYDRANT

FL FIRE LINE

FM FORCE MAIN

FO FIBER OPTIC

FP FLOOD PLAIN

FT FEET

FUT FUTURE

GALV GALVANIZED

GV GATE VALVE

HC HANDICAP

HORIZ HORIZONTAL

HR HOUR

INV INVERT

LF LINEAR FEET

L1 LINE ONE

LAT LATITUDE

LONG LONGITUDE

LT LEFT

MAINT MAINTENANCE

MAX MAXIMUM

MES MITERED END SECTION

MH MANHOLE

MIN MINIMUM

MO MONTH

MUTCD MANUAL ON UNIFORM TRAFFIC DESIGN

N NORTH

N/A NOT APPLICABLE

NE NORTH EAST

NG NATURAL GRADE

NIC NOT IN CONTRACT

NO NUMBER

NTS NOT TO SCALE

NW NORTH WEST

OC ON CENTER

PE PROFESSIONAL ENGINEER

POB POINT OF BEGINNING

POE POINT OF ENDING

PL PROPERTY LINE

PRI PRIMARY

PRM PERMANENT REFERENCE MARKER

PSI POUNDS PER SQUARE INCH

PUE PUBLIC UTILITY EASEMENT

PUD PLANNED URBAN DEVELOPMENT

PVC POLYVINYL CHLORIDE

PVMT PAVEMENT

RCP REINFORCED CONCRETE PIPE

REF REFERENCE

ROW RIGHT OF WAY

RPZBP REDUCED PRESSURE ZONE BACKFLOW

PREVENTER

RT RIGHT

S SOUTH

S/W SIDEWALK

SE SOUTH EAST

SF SQUARE FEET

SG SWITCH GEAR

SPC SPACE

SS SANITARY SEWER

ST STORM SEWER

STCO STORM CLEANOUT (TYP ROOF DRAINS)

STA STATION

STD STANDARD

STL STEEL

SW SOUTH WEST

SY SQUARE YARD

TBRC TRAFFIC BEARING RING & COVER

TEL TELEPHONE

TX TRANSFORMER

TV TELEVISION

TOW TOP OF WALL

TYP TYPICAL

UTIL UTILITY

VCP VITRIFIED CLAY PIPE

VEH VEHICLE

W WEST

W/ WITIH

W/WW WATER / WASTEWATER

WM WATER MAIN

WS WATER SERVICE

WW WASTEWATER

YR YEAR

STORMWATER POLLUTION PREVENTION PLAN

THE FOLLOWING STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IS PREPARED IN CONFORMANCE WITH FDOT DESIGN MANUAL CHAPTER 320 AND THE FOLLOWING NARRATIVE CONTAINS REFERENCES TO THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, THE FDOT DESIGN STANDARDS, AND OTHER SHEETS OF THESE CONSTRUCTION PLANS. THE FIRST SHEET OF THE CONSTRUCTION PLANS (C-000 COVER & SHEET INDEX) REFERENCES ALL THE OTHER COMPONENTS OF THE SWPPP. A COMPLETE STORMWATER POLLUTION PREVENTION PLAN INCLUDES SEVERAL ITEMS: THIS NARRATIVE DESCRIPTION, THE DOCUMENTS REFERENCED IN THIS NARRATIVE, THE CONTRACTOR'S APPROVED EROSION AND SEDIMENTATION CONTROL PLAN REQUIRED BY FDOT SPECIFICATION SECTION 104, AND REPORTS OF INSPECTIONS MADE DURING CONSTRUCTION.

1. SITE DESCRIPTION:

1.A. NATURE OF CONSTRUCTION ACTIVITY: PAVING AND UTILITY INSTALLATIONS

1.B. SEQUENCE OF MAJOR SOIL DISTURBING ACTIVITIES:

IN THE SEDIMENT AND EROSION CONTROL PLAN, THE CONTRACTOR SHALL PROVIDE A DETAILED SEQUENCE OF CONSTRUCTION FOR ALL CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL FOLLOW THE SEQUENCE OF MAJOR ACTIVITIES DESCRIBED BELOW, UNLESS THE CONTRACTOR PROPOSES A DIFFERENT SEQUENCE THAT IS EQUAL OR BETTER AT CONTROLLING EROSION AND TRAPPING SEDIMENT AND IS

APPROVED BY THE ENGINEER.

1.B.1. INSTALL PERIMETER CONTROLS AND TREE PROTECTION BARRIERS BEFORE BEGINNING OTHER WORK FOR THE CONSTRUCTION PHASE.

THESE MAY ONLY BE REMOVED AFTER ALL UPSTREAM AREAS ARE STABILIZED.

1.B.2. CLEARING AND GRUBBING, EARTHWORK, FOR CLEARING THE DISTURBED AREA

1.B.3. UTILITY CONSTRUCTION

1.B.4. EARTHWORK ASSOCIATED WITH THE CONSTRUCTION OF SUBGRADE, BASE, PAVEMENT, AND CONCRETE

1.C. AREA ESTIMATES:

TOTAL PROPERTY AREA: 2 ACRES

TOTAL ESTIMATED AREA TO BE DISTURBED: .5 ACRES

TOTAL WETLAND AREA: 0 ACRES

TOTAL DISTURBED WETLAND AREA: 0 ACRES

1.D. RUNOFF DATA:

PRE-DEVELOPMENT RUNOFF COEFFICIENT: 0.30

POST-DEVELOPMENT RUNOFF COEFFICIENT: 0.30

1.E. OUTFALL INFORMATION: NOT APPLICABLE

1.F. SITE MAP: THESE CONSTRUCTION PLANS SERVE AS THE SITE MAPS FOR THE PROJECT. THE LOCATION OF THE REQUIRED INFORMATION IS

DESCRIBED BELOW. THE SHEET NUMBERS FOR THE PLAN SHEETS REFERENCED ARE IDENTIFIED ON C-000 COVER & SHEET INDEX OF THESE

CONSTRUCTION PLANS.

1.F.1. DRAINAGE PATTERNS: SEE THE GRADING PLANS FOR DRAINAGE BASIN DIVIDES AND FLOW DIRECTIONS 1.F.2. APPROXIMATE SLOPES: SEE THE GRADING PLANS FOR EXISTING AND PROPOSED SLOPES OF THE SITE 1.F.3. AREAS OF SOIL DISTURBANCE: SEE THE EROSION AND SEDIMENTATION CONTROL PLANS FOR THE AREAS TO BE DISTURBED - ANY

AREAS WHERE PERMANENT FEATURES ARE SHOWN TO BE CONSTRUCTED ABOVE OR BELOW GROUND WILL BE DISTURBED 1.F.4. AREAS NOT TO BE DISTURBED: SEE THE EROSION AND SEDIMENTATION CONTROL PLANS AND TREE PROTECTION PLANS FOR THE

AREAS TO BE PROTECTED

1.F.5. LOCATIONS OF TEMPORARY CONTROLS: SEE THE EROSION AND SEDIMENTATION CONTROL PLANS 1.F.6. LOCATIONS OF PERMANENT CONTROLS: SEE THE STORMWATER MANAGEMENT FACILITY CROSS SECTIONS AND THE LANDSCAPE PLANS 1.F.7. AREAS TO BE STABILIZED: ALL DISTURBED AREAS MUST BE STABILIZED WITH PERMANENT CONTROLS 1.F.8. SURFACE WATERS: NO SURFACE WATER EXIST ON THE SITE OR DIRECTLY ADJACENT TO THE SITE

1.F.9. DISCHARGE POINTS TO SURFACE WATERS: NONE ARE PROPOSED

1.G. RECEIVING WATERS: NOT APPLICABLE

2. CONTROLS:

2.A. EROSION AND SEDIMENT CONTROLS:

THE SEQUENCE OF MAJOR SOIL DISTURBING ACTIVITIES LISTED ABOVE AND AS SHOWN IN THE EROSION AND SEDIMENTATION CONTROL PLAN IS BASED ON GENERAL PRACTICES OF SITE CONSTRUCTION. THE CONTRACTOR IS EXPECTED TO ADJUST AND MODIFY THE EROSION AND SEDIMENTATION CONTROL PLAN BASED ON THE ACTUAL PLANNED SEQUENCE OF CONSTRUCTION. THE CONTRACTOR SHALL ALSO MODIFY THE PLAN TO ADAPT TO SEASONAL VARIATIONS, CHANGES IN CONSTRUCTION ACTIVITIES, AND THE NEED FOR BETTER PRACTICES.

2.B. STABILIZATION PRACTICES:

THE CONTRACTOR SHALL DESCRIBE THE STABILIZATION PRACTICES PROPOSED TO CONTROL EROSION. THE CONTRACTOR SHALL INITIATE ALL STABILIZATION MEASURES AS SOON AS PRACTICAL, BUT IN NO CASE MORE THAN THE REQUIREMENTS OF THE PERMITTING AGENCIES.

FOR THE FDEP GENERIC PERMIT FOR CONSTRUCTION ACTIVITIES, THE MINIMUM IS 7 DAYS AFTER CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED. UNLESS OTHERWISE APPROVED BY AN ENGINEER, THE STABILIZATION PRACTICES SHALL

INCLUDE AT LEAST THE FOLLOWING:

2.B.1. TEMPORARY:

ARTIFICIAL COVERINGS lN ACCORDANCE WITH SPECIFICATION SECTION 104

TURF AND SOD IN ACCORDANCE WITH SPECIFICATION SECTION 104

2.B.2. PERMANENT:

ASPHALT OR CONCRETE SURFACE AS SHOWN IN THE CONSTRUCTION PLANS

TREES, SHRUBS, SOD, GRAVEL, ETC. AS SHOWN IN THE LANDSCAPE PLANS

SOD AT A MINIMUM IN ACCORDANCE WITH SPECIFICATION SECTION 570 FOR ALL OTHER DISTURBED AREAS SEED AND MULCH THAT HAS BEEN ESTABLISHED PRIOR TO REMOVAL OF TEMPORARY EROSION CONTROL DEVICES

2.C. STRUCTURAL PRACTICES:

THE CONTRACTOR SHALL DESCRIBE IN THE EROSION AND SEDIMENTATION CONTROL PLAN THE PROPOSED STRUCTURAL PRACTICES TO CONTROL OR TRAP SEDIMENT AND OTHERWISE PREVENT THE DISCHARGE OF POLLUTANTS FROM EXPOSED AREAS OF THE SITE. SEDIMENT CONTROLS SHALL BE IN PLACE BEFORE DISTURBING SOIL UPSTREAM OF THE CONTROL. UNLESS OTHERWISE APPROVED BY THE ENGINEER, THE STRUCTURAL PRACTICES SHALL INCLUDE AT LEAST THE FOLLOWING:

2.C.1. TEMPORARY:

SEDIMENT BARRIERS IN ACCORDANCE WITH DESIGN SPECIFICATION SECTION 104 AND FDEP EROSION AND SEDIMENT CONTROL

DESIGNER AND REVIEWER MANUAL

INLET PROTECTION IN ACCORDANCE WITH FDEP EROSION AND SEDIMENT CONTROL DESIGNER AND REVIEWER MANUAL, AND SPECIAL

DETAILS SHOWN CONSTRUCTION PLANS

SEDIMENT CONTAINMENT SYSTEM: THE PERMANENT STORMWATER MANAGEMENT FACILITIES CAN TEMPORARILY SERVE IN THIS CAPACITY DURING CONSTRUCTION - FINAL GRADING AND PERMANENT STABILIZING OF STORMWATER MANAGEMENT FACILITIES (SMF)

SHALL WAIT UNTIL THE COMPLETION OF ALL OTHER MAJOR SOIL DISTURBING ACTIVITIES

2.C.2. PERMANENT:

ENERGY DISSIPATION DEVICES AS SHOWN IN THE CONSTRUCTION PLANS

CONCRETE LINED DITCHES AND CONCRETE FLUMES AS SHOWN THE THE CONSTRUCTION PLANS

2.D. STORMWATER MANAGEMENT:

PROPOSED STORMWATER CONVEYANCE SYSTEMS (E.G. PIPES, DITCHES, SWALES, FLUMES) ARE CONSTRUCTED TO CONVEY RUNOFF TO THE PROPOSED STORMWATER MANAGEMENT FACILITIES. THE FACILITIES HAVE BEEN PERMITTED WITH THE ASSOCIATED WATER MANAGEMENT DISTRICT, THE LOCAL PERMITTING AGENCIES, AND THE FDOT OR PUBLIC WORKS DEPARTMENT AS APPLICABLE. THE SYSTEMS COMPLY WITH THE APPLICABLE DESIGN STANDARDS OF THESE PERMITTING AGENCIES.

2.E. OTHER CONTROLS: THE CONTRACTOR SHALL DESCRIBE IN THE EROSION AND SEDIMENTATION CONTROL PLAN THE PROPOSED METHODS

FOR EACH ACTIVITY LISTED BELOW

2.E.1. WASTE DISPOSAL: METHODS TO PREVENT THE DISCHARGE OF SOLID WASTE AND BUILDING MATERIALS OFF-SITE. UNLESS OTHERWISE APPROVED BY AN ENGINEER, THE PROPOSED METHODS SHALL INCLUDE AT LEAST THE FOLLOWING: 1) PROVIDING LITTER CONTROL AND COLLECTION WITHIN THE PROJECT DURING CONSTRUCTION ACTIVITIES, 2) DISPOSING OF ALL FERTILIZER OR OTHER CHEMICAL CONTAINERS ACCORDING TD EPA'S STANDARD PRACTICES AS DETAILED BY THE MANUFACTURER, 3) DISPOSING OF SOLID MATERIALS INCLUDING BUILDING AND CONSTRUCTION MATERIALS OFF THE PROJECT SITE BUT NOT IN SURFACE WATERS, OR WETLANDS.

2.E.2. OFF-SITE VEHICLE TRACKING & DUST CONTROL: UNLESS OTHERWISE APPROVED BY AN ENGINEER, THE PROPOSED METHODS SHALL INCLUDE AT LEAST THE FOLLOWING: 1) COVERING LOADED HAUL TRUCKS WITH TARPAULINS, 2) REMOVING EXCESS DIRT FROM ROADS DAILY, 3) STABILIZING CONSTRUCTION ENTRANCES ACCORDING TO THE FDEP EROSION AND SEDIMENT CONTROL DESIGNER AND REVIEWER MANUAL, 4) USING ROADWAY SWEEPERS DURING DUST GENERATING ACTIVITIES SUCH AS EXCAVATION AND MILLING

OPERATIONS.

2.E.3. STATE AND LOCAL REGULATIONS FOR WASTE DISPOSAL, SANITARY SEWER, OR SEPTIC TANK REGULATIONS 2.E.4. FERTILIZERS AND PESTICIDES: COMPLY WITH APPLICABLE SUBSECTIONS OF SECTION 982 OF THE FDOT SPECIFICATIONS 2.E.5. TOXIC SUBSTANCES: PROVIDE A LIST OF TOXIC SUBSTANCES THAT ARE LIKELY TO BE USED ON THE JOB AND PROVIDE A PLAN

ADDRESSING THE GENERATION, APPLICATION, MIGRATION, STORAGE, AND DISPOSAL OF THESE SUBSTANCES 2.E.6. APPROVED STATE AND LOCAL PLANS AND PERMITS: ANY ACTIVITIES REQUIRING SPECIAL CONSIDERATION IN THE APPLICATION

REVIEWING AGENCY PERMITS

3. MAINTENANCE: THE CONTRACTOR SHALL LIST THE MAINTENANCE REQUIREMENTS, SCHEDULES, INDICATORS IN THE EROSION AND

SEDIMENTATION CONTROL PLAN THAT WILL BE IMPLEMENTED THROUGHOUT CONSTRUCTION. THE MAINTENANCE SHALL AT A MINIMUM, COMPLY

WITH THE FOLLOWING:

3.A. SILT FENCE: MAINTAIN PER SPECIFICATION SECTION 104. THE CONTRACTOR SHOULD ANTICIPATE REPLACING SILT FENCE ON 12 MONTH

INTERVALS

3.B. SEDIMENT BARRIERS : REMOVE SEDIMENT AS PER MANUFACTURER'S RECOMMENDATIONS OR WHEN WATER PONDS IN UNACCEPTABLE

AMOUNTS OR AREAS

3.C. STORMWATER MANAGEMENT FACILITIES: THE SMF ARE INTENDED TO SERVE AS TEMPORARY SEDIMENT BASINS UNTIL THE AREAS THAT DRAIN TO THEM ARE STABILIZED. UNTIL THAT TIME, THE CONTRACTOR SHALL REMOVE SEDIMENT FROM THE SMF WHEN IT BECOMES 18" DEEP AT ANY POINT OR LIMITS THE ABILITY OR THE VOLUME CAPACITY OF THE SMF HAS BEEN REDUCED BY 25%, WHICHEVER COMES FIRST.

4. INSPECTIONS: QUALIFIED PERSONNEL SHALL INSPECT THE FOLLOWING ITEMS AT LEAST ONCE EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A STORM THAT IS 0.50 INCHES OR GREATER. TO COMPLY, THE CONTRACTOR SHALL INSTALL AND MAINTAIN RAIN GAUGES AND RECORD THE DAILY RAINFALL. WHERE SITES HAVE BEEN PERMANENTLY STABILIZED, INSPECTIONS SHALL BE CONDUCTED AT LEAST ONCE EVERY MONTH. THE CONTRACTOR SHALL ALSO INSPECT THAT CONTROLS INSTALLED IN THE FIELD AGREE WITH THE LATEST STORMWATER

POLLUTION PREVENTION PLAN.

4.A. POINTS OF DISCHARGE TO WATERS OF THE UNITED STATES

4.B. POINTS OF DISCHARGE TO MUNICIPAL SEPARATE STORM DRAIN SYSTEMS

4.C. DISTURBED AREAS OF THE SITE THAT HAVE NOT BEEN FINALLY STABILIZED

4.D. AREAS USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO PRECIPITATION

4.E. STRUCTURAL CONTROLS

4.F. STORMWATER MANAGEMENT FACILITIES AND CONVEYANCE SYSTEMS

4.G. LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE

THE CONTRACTOR SHALL INITIATE REPAIRS WITHIN 24 HOURS OF INSPECTIONS THAT INDICATE ITEMS ARE NOT IN GOOD WORKING ORDER. IF INSPECTIONS INDICATE THAT THE INSTALLED STABILIZATION AND STRUCTURAL PRACTICES ARE NOT SUFFICIENT TO MINIMIZE EROSION, RETAIN SEDIMENT, AND PREVENT DISCHARGING POLLUTANTS, THE CONTRACTOR SHALL PROVIDE ADDITIONAL MEASURES, AS APPROVED BY AN

ENGINEER.

5. NON-STORMWATER DISCHARGES: IN THE FDOT SPECIFICATION SECTION 104 EROSION CONTROL PLAN, THE CONTRACTOR SHALL IDENTIFY ALL ANTICIPATED NON-STORMWATER DISCHARGES (EXCEPT FLOWS FROM FIRE FIGHTING ACTIVITIES). THE CONTRACTOR SHALL DESCRIBE THE PROPOSED MEASURES TO PREVENT POLLUTION OF THESE NON-STORMWATER DISCHARGES. IF THE CONTRACTOR ENCOUNTERS CONTAMINATED SOIL OR GROUNDWATER, CONTACT THE LOCAL ENVIRONMENTAL PROTECTION DEPARTMENT.

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SAWCUT & REMOVE

EXIST ASPHALT

SAWCUT & REMOVE

EXIST CONCRETE

EXIST CURB TO

BE REMOVED

FUEL TANK FILL STATION - CONTROL PANEL AND

ASSOCIATED PIPING / CONDUIT TO BE REMOVED - FUEL TANK

OVERFLOW ALARM TO BE RELOCATED TO THE FACE OF THE

EXISTING BUILDING AS SHOWN ON SHEETS AS101 AND ES101

SAWCUT EXISTING PAVEMENT

AT THE PROPOSED CURB LINE

EXISTING UNDERGROUND

FUEL TANKS TO REMAIN

Feet 0 20 40

ENGINEER OF RECORD

CHRISTOPHER A. GMUER

FL PE # 71599

2023-10-26 gmuereng.com

(352) 281-4928

2603 NW 13th ST, Box 314

Gainesville, FL 32609

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and

Facilities Management

U.S. Department of Veterans Affairs

B

C

D

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

INSTALL ALTERNATE CONNECTIONS

FOR STEAM AND CHILLED WATER

ORLANDO, FL

675-22-17

Project Director

10-26-2023REVISIONS: DATE: CAG ABG

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SHEET 0F 032 SHEETS

590 MEANS ST NW

STE. 200

ATLANTA, GA 30318

DEMOLITION AND EROSION CONTROL PLAN

C-050

LAUREATE BLVD

C

EN

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R

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AutoCAD SHX Text

12"WATER POTABLE

AutoCAD SHX Text

12"WATER FIRE

AutoCAD SHX Text

12" POTABLE

AutoCAD SHX Text

6" FIRE

AutoCAD SHX Text

12"WATER POTABLE

AutoCAD SHX Text

12"WATER FIRE

AutoCAD SHX Text

12"WATER POTABLE

AutoCAD SHX Text

12"WATER FIRE

9.8'

11.48' 16.74'

10.78'

16.08'

49.76'

MATCH EXISTING

PAVEMENT GRADE

NEW 6" CURB , SEE DETAIL 3

TIE INTO

EXISTING

6" CURB

42.91'12'

36.83'6.12'

R91.4'

MATCH EX

SIDEWALK

GRADE

10'

MATCH EXISTING

SIDEWALK GRADE

.05

240.03'

MATCH EXISTING

PAVEMENT GRADE

MATCH EXISTING

PAVEMENT GRADE

PROPOSED 12" HEAVY DUTY CONCRETE

EQUIPMENT PAD - DETAIL 2 SHOWN FOR

QUANTITY PURPOSES - FINAL SPECIFICATION

FOR PAD CONSTRUCTION AND REINFORCEMENT

TO BE DETERMINED FROM EQUIPMENT VENDOR

NEW ASPHALT, SEE DETIAL 1 (TYP)

R

R

R30'

R30'

R30

R30

R 30'

.6

6'

CONDUIT DUCT BANK - SEE

SHEET ES101 FOR DETAILS

CONCRETE PAD FOR NEMA

DISCONNECTS - SIZE SHOWN IS

ASSUMED AND MUST BE VERIFIED

AGAINST FINAL EQUIPMENT SIZE

AND MOUNTING - SEE SHEET

ES101 & E604 FOR DETAILS

3'

Feet 0 20 40

ENGINEER OF RECORD

CHRISTOPHER A. GMUER

FL PE # 71599

2023-10-26 gmuereng.com

(352) 281-4928

2603 NW 13th ST, Box 314

Gainesville, FL 32609

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and

Facilities Management

U.S. Department of Veterans Affairs

B

C

D

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

INSTALL ALTERNATE CONNECTIONS

FOR STEAM AND CHILLED WATER

ORLANDO, FL

675-22-17

Project Director

10-26-2023REVISIONS: DATE: CAG ABG

Fi le

: 2 3-

-C -1

S

IT

E.

D W

G

LA

ST

S

AV

ED

: 2

3-

-2

:0 2:

A

M

PL

O

T

SC

AL

E

: 1 :1

P

LO

TT

ED

: 2

3-

-2

:0 3:

A

M

U

SE

R : C hr is

G

SHEET 0F 032 SHEETS

590 MEANS ST NW

STE. 200

ATLANTA, GA 30318

SITE PLAN

C-100

6" CURB - DETAIL 3

NOT TO SCALE

6"

CHAMFER (TYP)

6"

CLASS I

3,000 PSI

CONCRETE

PAVEMENT

MIN 8" LIMEROCK BASE

COMPACTION 98%

AASHTO T-180

MIN 12" STABILIZED TYPE B

SUBGRADE, MIN LBR 40

COMPACTION 98% AASHTO T-180

PROOF ROLLED FILL

2.5" SP9.5 ASPHALT

PAVEMENT

PAVEMENT DESIGN - DETAIL 1

NOT TO SCALE

PROPOSED CONCRETE

EQUIPMENT PAD - DETAIL 2

NOT TO SCALE

12" CONCRETE

FDOT JPCP 5,000 PSI

WITH WWF

MIN 12" STABILIZED TYPE B

SUBGRADE, MIN LBR 40

COMPACTION 98% AASHTO T-180

SAWCUT OR TOOLED CONTRACTION JOINT

LAUREATE BLVD

C

EN

TE

R

LI

N

E D

R

IV

E

FINAL SPECIFICATION FOR PAD CONSTRUCTION, THICKNESS,

REINFORCEMENT, ETC. TO BE DETERMINED FROM

EQUIPMENT VENDOR SPECIFICATIONS

W

W M

WM

WM

WM

WM

W M

W M

W M

W M

W M

W M

W M

W M

W M

W M

W M

W M

WM

WM

W M

W M

WM

WM

W M

W M

W M

W M

W M

W M

W M

W M

W M

W M

W M

W M

WM

WM

WM

W M

W M

W M

W M

W M

W M

W M

W M

W M

WMWM

W M

WMWM

W M

W M

W M

W M

W M

W M

W M

W M

W M

WMWM

W M

WMWMWMWM

W M

W M

W M

W M

W M

W M

W M

W M

W M

W M

W M

W M

W M

W M

W M

W M

W M

W M

WMWM

WMWMWMWMWMWMWMWMWMWMWMWMWM

WM

85.60 85.80

85.40 85.60

85.20 85.40

85.80

86.00

85.75

85.65

85.20 85.40

85.80 86.00

86.50 86.70

86.90 87.10

85.09

84.73

85.12

85.40

86.00

85.80

86.00

86.20

86.40

86.20

86.30 86.65

86.99

85.8085.80

85.7085.70

85.70 85.60

85.50

85.70

85.70

85.5085.50

85.70 85.50

85.30

85.30

85.10

Feet 0 20 40

ENGINEER OF RECORD

CHRISTOPHER A. GMUER

FL PE # 71599

2023-10-26 gmuereng.com

(352) 281-4928

2603 NW 13th ST, Box 314

Gainesville, FL 32609

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and

Facilities Management

U.S. Department of Veterans Affairs

B

C

D

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

INSTALL ALTERNATE CONNECTIONS

FOR STEAM AND CHILLED WATER

ORLANDO, FL

675-22-17

Project Director

10-26-2023REVISIONS: DATE: CAG ABG

Fi le

: 2 3-

-C -2

G

R

AD

IN

G

.D W

G

LA

ST

S

AV

ED

: 2

3-

-2

:0 2:

A

M

PL

O

T

SC

AL

E

: 1 :1

P

LO

TT

ED

: 2

3-

-2

:0 3:

A

M

U

SE

R : C hr is

G

SHEET 0F 032 SHEETS

590 MEANS ST NW

STE. 200

ATLANTA, GA 30318

GRADING, DRAINAGE, & UTILITY PLAN

C-200

LAUREATE BLVD

C

EN

TE

R

LI

N

E D

R

IV

E

AutoCAD SHX Text

12"WATER POTABLE

AutoCAD SHX Text

12"WATER FIRE

AutoCAD SHX Text

12" POTABLE

AutoCAD SHX Text

6" FIRE

AutoCAD SHX Text

12"WATER POTABLE

AutoCAD SHX Text

12"WATER FIRE

AutoCAD SHX Text

12"WATER POTABLE

AutoCAD SHX Text

12"WATER FIRE

6 5

DD

SL

E-CH-6

(FUTURE)

CF

E-ET-3

(FUTURE)

D N

D N

DEMOLISH

EXISTING CURB

REMOVE FUEL FILL STATION

AND ASSOCIATED POWER.

RELOCATE OVERFILL ALARM -

SEE CIVIL DRAWING C-050

DEMOLISH EXISTING

ASPHALT PAVING -

SEE CIVIL DRAWING C-050EXISTING INLET TO

REMAIN, TYP

DEMOLISH EXISTING CONCRETE

PAVING - SEE CIVIL DRAWING C-050

REMOVE PARKING

SPACES - SEE CIVIL

EXISTING FUEL

TANKS TO REMAIN

EXISTING GAS METER

PAD TO REMAIN

EXISTING

CONCRETE PAD

TO REMAIN

EXISTING

SERVICE

VEHICLE

DRIVE

N

C

D

PP

G2

H

W

E

G1

KEY PLAN

N.T.S.

H

BUILDING 7

TRUE

NORTH

PLAN

NORTH

0' 16' 32' 64' 96'

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

DEMO PLAN LEGEND

EXISTING CONSTRUCTION

TO REMAIN

EXISTING CONSTRUCTION

TO BE DEMOLISHED

2-HOUR FIRE BARRIER

1-HOUR FIRE BARRIER

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

DATE:

Drawing Title:

Approved Project Director

Project Title:

1 2 3 4 5 6 7 8 9

BID DOCUMENTS

590 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 200

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

JLH SJ/SM

INSTALL ALTERNATE CONNECTIONS FOR

STEAM AND CHILLED WATER

675-22-17

ORLANDO, FL

10-26-2023REVISIONS: SHEET 0F 032 SHEETS

ARCHIECTURAL SITE DEMO PLAN

ASD101

1/32" = 1'-0"ASD101

1 ARCHITECTURAL SITE PLAN _DEMO

DD

SL

E-CH-6

(FUTURE)

CF

E-ET-3

(FUTURE)

D N

D N

N

C

D

PP

G2

H

W

E

G1

KEY PLAN

N.T.S.

H

BUILDING 7

TRUE

NORTH

PLAN

NORTH

CONCRETE TEMPORARY

TRAILER PAD - SEE CIVIL

DRAWING C-100

EXISTING INLET TO

REMAIN, TYP

EXISTING FUEL

TANKS TO REMAIN

ASPHALT PAVING

EXTENSION - SEE CIVIL

DRAWING C-100

EXISTING GAS

METER PAD TO

REMAIN

EXISTING

CONCRETE PAD

TO REMAIN

EXISTING

SERVICE

VEHICLE

DRIVE

ASPHALT PAVING -

SEE CIVIL

PIPE SUPPORTS -

SEE STRUCTURAL

FUTURE TEMPORARY

TRAILER, TYP

10'-0"W x 4'-0"D x 6'-0"H W 11 GA TYPE 316

STAINLESS STEEL, WEATHERTIGHT VALVE

ENCLOSURE WITH PASSIVE VENTILATION AND

REMOVABLE, LOCKABLE DOORS ON CONCRETE

PAD. BASIS OF DESIGN: T&G CONTROLS, INC.

CONTACT: TERRY KNYFF. PHONE: 770-921-6565.

EMAIL: TKNYFF@TGCONTROLS.COM.

10'-0"W x 4'-0"D x 6'-0"H W 11 GA TYPE 316 STAINLESS STEEL, WEATHERTIGHT VALVE ENCLOSURE WITH PASSIVE VENTILATION

AND REMOVABLE, LOCKABLE DOORS ON CONCRETE PAD. BASIS

OF DESIGN: T&G CONTROLS, INC. CONTACT: TERRY KNYFF.

PHONE: 770-921-6565. EMAIL: TKNYFF@TGCONTROLS.COM.

RELOCATED WALL MOUNTED

FUEL TANK ALARM PANEL

JUNCTION BOXES - SEE

ELECTRICAL DRAWING E601

TRANSFORMER PAD - SEE

ELECTRICAL DRAWING E101

0' 16' 32' 64' 96'

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

PLAN LEGEND

EXISTING CONSTRUCTION

TO REMAIN

NEW CONSTRUCTION

2-HOUR FIRE BARRIER

1-HOUR FIRE BARRIER

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

DATE:

Drawing Title:

Approved Project Director

Project Title:

1 2 3 4 5 6 7 8 9

BID DOCUMENTS

590 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 200

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

JLH SJ/SM

INSTALL ALTERNATE CONNECTIONS FOR

STEAM AND CHILLED WATER

675-22-17

ORLANDO, FL

10-26-2023REVISIONS: SHEET 0F 032 SHEETS

ARCHIECTURAL SITE PLAN

AS101

1/32" = 1'-0"AS101

1 ARCHITECTURAL SITE PLAN

DESIGN CODES

1.01 2021 INTERNATIONAL BUILDING CODE (IBC) AS MODIFIED BY:

A. ANSI/ASCE 7-16, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES

1.02 AMERICAN CONCRETE INSTITUTE (ACI)

A. ACI 318-19 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE

1.03 AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

B. ANSI/AISC 360-16, SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS

DESIGN LOADS

1.01 DESIGN LOADS ARE AS FOLLOWS:

1. DEAD LOADS: 210 PLF

2. SNOW LOADS: GROUND SNOW LOAD

a. GROUND SNOW LOAD Pg = 0 PSF

b. SNOW EXPOSURE FACTOR Ce = 0.9

c. SNOW LOAD IMPORTANCE FACTOR I = 1.0

d. THERMAL FACTOR Cf = 1.0

3. RAIN LOADS: N/A NOT APPLICABLE

4. WIND LOADS:

a. ULTIMATE WIND SPEED Vult = 149 MPH

b. NOMINAL WIND SPEED = 115.4 MPH

c. RISK CATEGORY = IV

d. IMPORTANCE FACTOR lw = 1.00

e. EXPOSURE CATEGORY = B

5. SEISMIC LOADS

a. RISK CATEGORY = IV

b. SITE CLASS = D

c. SEISMIC IMPORTANCE FACTOR = 1.00

d. MAPPED SPECTRAL RESPONSE ACCELERATIONS:

1) Ss = 0.06

2) S1 = 0.033

e. SPECTRAL RESPONSE COEFFICIENTS:

1) SDS = 0.064

2) SD1 = 0.052

f. SITE COEFFICIENTS:

1) Fa = 1.6

2) Fv = 2.4

g. SEISMIC CATEGORY = A

GENERAL STRUCTURAL NOTES

1.01 ELEVATIONS AS SHOWN ON THE STRUCTURAL DRAWINGS ARE ELEVATIONS RELATIVE TO THE EXISTING

TOP OF FOOTING.

1.02 WHERE A DETAIL, TYPICAL DETAIL, SECTION, TYPICAL SECTION OR NOTE IS SHOWN FOR ONE CONDITION, IT SHALL APPLY FOR ALL SIMILAR OR LIKE CONDITIONS UNLESS OTHERWISE NOTED.

1.03 THE STRUCTURAL DESIGN OF THE STRUCTURE, IS BASED ON THE FULL INTERACTION OF ALL ITS COMPONENT PARTS, WITH NO PROVISION MADE FOR CONDITIONS OCCURRING DURING CONSTRUCTION.

THEREFORE, CONTRACTOR SHALL PROVIDE ADEQUATE BRACING AND TEMPORARY SHORING DURING

CONSTRUCTION IN ACCORDANCE WITH APPLICABLE STANDARDS.

1.04 CONTRACTOR IS RESPONSIBLE FOR ALL JOB SITE SAFETY INCLUDING THE SAFE RIGGING, LIFTING, BRACING AND SETTING OF MATERIALS AND EQUIPMENT IN ACCORDANCE WITH APPLICABLE STANDARDS.

1.05 FURNISH AND INSTALL ALL NECESSARY ATTACHMENTS, ANCHORAGES AND ACCESSORIES TO PROVIDE A

COMPLETE STRUCTURALLY SOUND STRUCTURE WITH A CONTINUOUS LOAD PATH. BRING ANY

DISCONTINUITIES TO THE ATTENTION OF THE STRUCTURAL ENGINEER IMMEDIATELY.

1.06 FIELD VERIFY EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF FABRICATION OR CONSTRUCTION.

BRING ANY DISCREPANCIES ALONG WITH DETAILED FIELD SKETCHES OF AS-BUILT CONDITIONS TO THE

ATTENTION OF THE STRUCTURAL ENGINEER IMMEDIATELY.

1.07 COORDINATE AND VERIFY ALL DIMENSIONS AND DETAILS WITH THE EXISTING, CIVIL, PROCESS, ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION, SHOP AND

SUBMITTAL DRAWINGS. NOTIFY THE COR IMMEDIATELY OF ANY DISCREPANCIES

SHOP DRAWINGS

1.01 STRUCTURAL DRAWINGS INDICATE TYPICAL AND CERTAIN SPECIFIC CONDITIONS ONLY. SHOP DRAWINGS SHALL DETAIL ALL CONDITIONS IN ACCORDANCE WITH SPECIFIED STANDARDS AND THE SPECIFIC

REQUIREMENTS OF THIS PROJECT AS INDICATED ON THE DRAWINGS.

1.02 PHOTOCOPY REPRODUCTIONS OF THE CONTRACT DOCUMENTS WILL BE REJECTED AND CONTRACTOR WILL BE RESPONSIBLE FOR ANY ASSOCIATED DELAYS. STRUCTURAL DRAWINGS INDICATE TYPICAL AND CERTAIN SPECIFIC CONDITIONS ONLY. SHOP DRAWINGS SHALL DETAIL ALL CONDITIONS IN ACCORDANCE WITH SPECIFIED STANDARDS AND THE SPECIFIC REQUIREMENTS OF THIS PROJECT AS INDICATED ON THE DRAWINGS. THE PURPOSE OF SHOP DRAWINGS IS TO VERIFY THAT THE CONTRACTOR HAS INTERPRETED THE INTENT OF THE CONSTRUCTION DOCUMENTS CORRECTLY, DETAIL ALL CONDITIONS, INDEPENDENTLY CHECK, CONFIRM AND COORDINATE ALL DIMENSIONS AND DETAILS, TAKE FIELD MEASUREMENTS, VERIFY FIELD CONDITIONS, FUNCTIONALITY AND CONSTRUCTABILITY AS WELL AS COORDINATE WITH OTHER TRADES AND ACTUAL PRODUCTS PURCHASED. THE CONTRACT DRAWINGS ARE NOT INTENDED FOR THIS PURPOSE AND TRANSLATION OF ELECTRONIC MEDIA MAY NOT BE ACCURATE. THE USE OF PHOTOCOPY REPRODUCTIONS DEFEATS THE PURPOSE OF SHOP DRAWINGS AND DOING SO IS ENTIRELY AT THE

CONTRACTORS OWN RISK.

1.03 SUBMITTALS FOR DELEGATED DESIGNED COMPONENTS SHALL BE ACCOMPANIED BY DRAWINGS AND CALCULATIONS SEALED BY A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROJECT. IN ADDITION, THESE SHOP DRAWINGS AND CALCULATIONS SHALL BE PREPARED UNDER THE DIRECT

SUPERVISION OF THE STRUCTURAL ENGINEER SEALING THIS WORK.

1.04 COMPONENTS OR SYSTEMS REQUIRING SPECIALTY STRUCTURAL ENGINEER DELEGATED DESIGN:

A) STRUCTURAL STEEL CONNECTIONS WHERE IDENTIFIED ON THE DRAWINGS OR IN SPECIFICATIONS.

B) PIPING SUPPORTS INCLUDING ANY SUPPLEMENTAL FRAMING REQUIRED TO FACILITATE A

CONTINUOUS LOAD PATH TO THE PRIMARY STRUCTURE.

C) TEMPORARY SHORING.

1.05 A COPY OF THE APPROVED, SIGNED AND SEALED DOCUMENTS SHALL BE SUBMITTED TO THE BUILDING AUTHORITY FOR REVIEW AND BE AVAILABLE AT THE JOB SITE DURING INSPECTION AS REQUIRED.

1.06 COMPLETE SHOP DRAWINGS FOR CONSTRUCTION OF EACH STRUCTURE COMPONENT NOT DESIGNED BY THE DESIGN TEAM-OF-RECORD AND NOT SPECIFIED ON THE…