95 pct Combined Drawings_Temp Kitchen.pdf

DRAWING TITLE

DWG

NO.

INDEX OF DRAWINGS

DRAWING TITLE

DWG

NO.

PROJECT LOCATION

A/E RENOVATE KITCHEN

BUILDING 100

95% SUBMITTAL

BAY PINES, FL

PROJECT No 516-15-105

BAY PINES VAMC,

FLORIDA

SPORTS

COURT

GERIATRIC COURTYARD

DINING COURTYARD

KIDS PLAY AREA.

WATER FEATURE WATER FEATURE

PLAZA

P

E

D

W

A

Y

DRAWING TITLE

DWG

NO.

COVER SHEET

G001

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

95% SUBMITTAL

FULLY SPRINKLERED

Phase

A/E RENOVATE KITCHEN

BUILDING 100

BAY PINES VAHCS, FLORIDA

516-15-105

12/18/2020 AT CC/SJ

AutoCAD SHX Text

AutoCAD SHX Text

AREA MAP

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LOCATION MAP

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GENERAL

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FIRE PROTECTION

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PLUMBING

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MECHANICAL

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ELECTRICAL

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ARCHITECTURAL

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ABATEMENT

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AD100

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PARTIAL FIRST FLOOR DEMO PLAN

AutoCAD SHX Text G001

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COVER SHEET

AutoCAD SHX Text G002

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LEGENDS, ABBREVIATIONS, AND NOTES

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QF100

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FOODSERVICE EQUIPMENT OVERALL PLAN

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FOODSERVICE FLOOR PLAN - NORTH

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FOODSERVICE FLOOR PLAN - SOUTH

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AD101

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PARTIAL FIRST FLOOR DEMO RCP

AutoCAD SHX Text A100

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PARTIAL FIRST FLOOR PLAN

AutoCAD SHX Text A101

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PARTIAL FIRST FLOOR RCP

AutoCAD SHX Text A500

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PARTITION TYPES AND DETAILS

AutoCAD SHX Text A601

AutoCAD SHX Text

ROOM FINISH SCHEDULE AND LEGEND

AutoCAD SHX Text A602

AutoCAD SHX Text

DOOR AND FRAME TYPES, SCHEDULE AND DETAILS

AutoCAD SHX Text M001

AutoCAD SHX Text

MD103

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1ST FLOOR INTERSTITIAL, PART B SUPPLY DUCTWORK DEMOLITION PLAN - MECHANICAL

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LEGENDS AND GENERAL NOTES - MECHANICAL

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MD104

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1ST FLOOR INTERSTITIAL, PART B PIPING DEMOLITION PLAN - MECHANICAL

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MD105

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1ST FLOOR INTERSTITIAL, PART B RETURN DUCTWORK DEMOLITION PLAN - MECHANICAL

AutoCAD SHX Text M101

AutoCAD SHX Text

PARTIAL KITCHEN NEW WORK PLAN - MECHANICAL

AutoCAD SHX Text M103

AutoCAD SHX Text M501

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DETAILS - MECHANICAL

AutoCAD SHX Text M502

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DETAILS - MECHANICAL

AutoCAD SHX Text M601

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SCHEDULES - MECHANICAL

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AS100

AutoCAD SHX Text

TEMPORARY KITCHEN COMPLEX SITE LAYOUT PLAN

AutoCAD SHX Text P001

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LEGENDS, ABBREVIATIONS, GENERAL NOTES, AND DETAILS

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PD101

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DEMOLITION FOUNDATION PIPING PLAN - MAIN KITCHEN

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PL101

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FOUNDATION PIPING PLAN - MAIN KITCHEN

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FD101

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FIRE PROTECTION DEMOLITION PLAN

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FP101

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FIRE PROTECTION NEW WORK PLAN

AutoCAD SHX Text E001

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LEGENDS AND SCHEDULES

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ED101

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DEMOLITION LIGHTING PLAN - ELECTRICAL

AutoCAD SHX Text E501

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DETAILS

AutoCAD SHX Text E601

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PANELBOARD SCHEDULES

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QF101

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QF102

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BUILDING

AutoCAD SHX Text A400

AutoCAD SHX Text

ENLARGED MAIN KITCHEN FLOOR PLAN

AutoCAD SHX Text A401

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INTERIOR ELEVATIONS AND DETAILS

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AB100

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ABATEMENT PLANS

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MD101

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PARTIAL KITCHEN DEMOLITION PLAN - MECHANICAL

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MD102

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PARTIAL KITCHEN DEMOLITION PLAN - MECHANICAL

AutoCAD SHX Text

MD107

AutoCAD SHX Text

1ST FLOOR INTERSTITIAL, PART C SUPPLY DUCTWORK DEMOLITION PLAN - MECHANICAL

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MD111

AutoCAD SHX Text 5TH FLOOR INTERSTITIAL MECHANICAL ROOM AND ROOF EXHAUST DUCTWORK DEMOLITION PLAN - MECHANICAL

AutoCAD SHX Text M102

AutoCAD SHX Text

PARTIAL KITCHEN NEW WORK PLAN - MECHANICAL

AutoCAD SHX Text M104

AutoCAD SHX Text M105

AutoCAD SHX Text M106

AutoCAD SHX Text M111

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1ST FLOOR INTERSTITIAL, PART B SUPPLY DUCTWORK NEW WORK PLAN - MECHANICAL

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1ST FLOOR INTERSTITIAL, PART B PIPING NEW WORK PLAN - MECHANICAL

AutoCAD SHX Text

1ST FLOOR INTERSTITIAL, PART B RETURN DUCTWORK NEW WORK PLAN - MECHANICAL

AutoCAD SHX Text

1ST FLOOR INTERSTITIAL, PART B EXHAUST DUCTWORK NEW WORK PLAN - MECHANICAL

AutoCAD SHX Text 5TH FLOOR INTERSTITIAL MECHANICAL ROOM AND ROOF EXHAUST DUCTWORK NEW WORK PLAN - MECHANICAL

AutoCAD SHX Text M801

AutoCAD SHX Text

CONTROL SCHEMATIC, CONTROL SCHEDULES AND LEGEND - MECHANICAL

AutoCAD SHX Text M802

AutoCAD SHX Text

SEQUENCE OF CONTROLS - MECHANICAL

AutoCAD SHX Text Q101

AutoCAD SHX Text

ENLARGED TEMPORARY KITCHEN SITE LAYOUT PLAN AND DETAILS

AutoCAD SHX Text Q102

AutoCAD SHX Text

INTERIM KITCHEN COMPLEX PLAN

AutoCAD SHX Text Q103A

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INTERIM KITCHEN COMPLEX UTILITIES PLAN - AREA A

AutoCAD SHX Text Q103B

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INTERIM KITCHEN COMPLEX UTILITIES PLAN - AREA B

AutoCAD SHX Text Q104A

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INTERIM KITCHEN COMPLEX ROOF UTILITIES PLAN - AREA A

AutoCAD SHX Text Q104B

AutoCAD SHX Text Q105

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INTERIM KITCHEN COMPLEX UTILITIES SCHEDULE

AutoCAD SHX Text

QF103

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FOODSERVICE 3D VIEWS

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QF104

AutoCAD SHX Text

QF105

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QF200

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FOODSERVICE EQUIPMENT SCHEDULE

AutoCAD SHX Text

QF201

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QF202

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QF300

AutoCAD SHX Text

FOODSERVICE PLUMBING PLAN - SOUTH

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FOODSERVICE PLUMBING SCHEDULE

AutoCAD SHX Text

QF301

AutoCAD SHX Text

QF302

AutoCAD SHX Text

FOODSERVICE ELECTRICAL PLAN - NORTH

AutoCAD SHX Text

FOODSERVICE ELECTRICAL PLAN - SOUTH

AutoCAD SHX Text

QF400

AutoCAD SHX Text

QF401

AutoCAD SHX Text

FOODSERVICE 3D VIEWS

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FOODSERVICE 3D VIEWS

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FOODSERVICE EQUIPMENT SCHEDULE

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FOODSERVICE EQUIPMENT SCHEDULE

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FOODSERVICE PLUMBING PLAN - NORTH

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FOODSERVICE ELECTRICAL SCHEDULE

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QF402

AutoCAD SHX Text

QF500

AutoCAD SHX Text

FOODSERVICE MECHANICAL PLAN - NORTH

AutoCAD SHX Text

FOODSERVICE MECHANICAL PLAN - SOUTH

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FOODSERVICE EXHAUST HOOD DETAILS

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QF501

AutoCAD SHX Text

QF502

AutoCAD SHX Text

FOODSERVICE EXHAUST HOOD DETAILS

AutoCAD SHX Text

QF503

AutoCAD SHX Text

FOODSERVICE EXHAUST HOOD DETAILS

AutoCAD SHX Text

QF504

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FOODSERVICE EXHAUST HOOD DETAILS

AutoCAD SHX Text

QF505

AutoCAD SHX Text

FOODSERVICE UDS DETAILS

AutoCAD SHX Text

QF506

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FOODSERVICE EXHAUST HOOD DETAILS

AutoCAD SHX Text

QF507

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FOODSERVICE EXHAUST HOOD DETAILS

AutoCAD SHX Text

QF508

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FOODSERVICE EXHAUST HOOD DETAILS

AutoCAD SHX Text

QF509

AutoCAD SHX Text

FOODSERVICE UDS DETAILS

AutoCAD SHX Text

QF510

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FOODSERVICE DEMAND CONTROL VENTILATION DETAILS

AutoCAD SHX Text

QF511

AutoCAD SHX Text

FOODSERVICE SPECIAL CONDITIONS PLAN - NORTH

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QF600

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FOODSERVICE SPECIAL CONDITIONS PLAN - SOUTH

AutoCAD SHX Text

QF601

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FOODSERVICE ENLARGED WALK-IN PLAN

AutoCAD SHX Text

QF602

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FOODSERVICE WALK-IN DETAILS

AutoCAD SHX Text

QF603

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FOODSERVICE REFRIGERATION RACK DETAILS

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QF604

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FOODSERVICE REFRIGERATION RACK DETAILS

AutoCAD SHX Text

QF605

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FOODSERVICE REFRIGERATION RACK DETAILS

AutoCAD SHX Text

QF606

AutoCAD SHX Text

FOODSERVICE CUSTOM FABRICATION PLAN

AutoCAD SHX Text

QF700

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FOODSERVICE ELEVATIONS

AutoCAD SHX Text

QF701

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FOODSERVICE ELEVATIONS

AutoCAD SHX Text

QF702

AutoCAD SHX Text

FOODSERVICE ELEVATIONS

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QF703

AutoCAD SHX Text

FOODSERVICE ELEVATIONS

AutoCAD SHX Text

QF704

AutoCAD SHX Text

FOODSERVICE CHEF COUNTER DETAILS

AutoCAD SHX Text

QF705

AutoCAD SHX Text

FOODSERVICE DETAILS

AutoCAD SHX Text

QF800

AutoCAD SHX Text

FOODSERVICE DETAILS

AutoCAD SHX Text

QF801

AutoCAD SHX Text

FOODSERVICE DETAILS

AutoCAD SHX Text

QF802

AutoCAD SHX Text

PD102

AutoCAD SHX Text

DEMOLITION PIPING FLOOR PLAN - MAIN KITCHEN

AutoCAD SHX Text

PD103

AutoCAD SHX Text

PD201

AutoCAD SHX Text

ENLARGED FOUNDATION PIPING PLAN - MAIN KITCHEN

AutoCAD SHX Text

DEMOLITION INTERSTITIAL PIPING PLAN - MAIN KITCHEN

AutoCAD SHX Text

PD202

AutoCAD SHX Text

ENLARGED FIRST FLOOR PIPING PLAN - MAIN KITCHEN

AutoCAD SHX Text

PD203

AutoCAD SHX Text

ENLARGED INTERSTITIAL PIPING PLAN - MAIN KITCHEN

AutoCAD SHX Text

PL102

AutoCAD SHX Text

FIRST FLOOR PIPING PLAN - MAIN KITCHEN

AutoCAD SHX Text

PL103

AutoCAD SHX Text

INTERSTITIAL PIPING PLAN - MAIN KITCHEN

AutoCAD SHX Text

PL202

AutoCAD SHX Text

ENLARGED FIRST FLOOR PIPING PLAN - MAIN KITCHEN

AutoCAD SHX Text

PL203

AutoCAD SHX Text

ENLARGED FINTERSTITIAL PIPING PLAN - MAIN KITCHEN

AutoCAD SHX Text

PL201

AutoCAD SHX Text

ENLARGED FOUNDATION PIPING PLAN - MAIN KITCHEN

AutoCAD SHX Text F001

AutoCAD SHX Text

LEGENDS, GENERAL NOTES, AND DETAILS

AutoCAD SHX Text

ED102

AutoCAD SHX Text

DEMOLITION POWER PLAN - ELECTRICAL

AutoCAD SHX Text

EL101

AutoCAD SHX Text

LIGHTING FLOOR PLAN

AutoCAD SHX Text

EP101

AutoCAD SHX Text

POWER FLOOR PLAN

AutoCAD SHX Text

EP401

AutoCAD SHX Text

KITCHEN LARGE SCALE POWER PLAN - NORTH

AutoCAD SHX Text

EP402

AutoCAD SHX Text

KITCHEN LARGE SCALE POWER PLAN - SOUTH

AutoCAD SHX Text E602

AutoCAD SHX Text

PANELBOARD SCHEDULES

AutoCAD SHX Text E603

AutoCAD SHX Text

PANELBOARD SCHEDULES

AutoCAD SHX Text E950

AutoCAD SHX Text

POWER RISER DIAGRAMS-SERVICE BAYS 2 & 3

AutoCAD SHX Text

EY101

AutoCAD SHX Text

SPECIAL SYSTEMS FLOOR PLAN

AutoCAD SHX Text

EY501

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SPECIAL SYSTEMS DETAILS

AutoCAD SHX Text

EY502

AutoCAD SHX Text

SPECIAL SYSTEMS DETAILS

AutoCAD SHX Text

ARCHITECTURAL (CONTINUED)

AutoCAD SHX Text

MD106

AutoCAD SHX Text

1ST FLOOR INTERSTITIAL, PART B EXHAUST DUCTWORK DEMOLITION PLAN - MECHANICAL

AutoCAD SHX Text

MD108

AutoCAD SHX Text

1ST FLOOR INTERSTITIAL, PART C PIPING DEMOLITION PLAN - MECHANICAL

AutoCAD SHX Text

MD109

AutoCAD SHX Text

1ST FLOOR INTERSTITIAL, PART C RETURN DUCTWORK DEMOLITION PLAN - MECHANICAL

AutoCAD SHX Text

MD110

AutoCAD SHX Text

1ST FLOOR INTERSTITIAL, PART C EXHAUST DUCTWORK DEMOLITION PLAN - MECHANICAL

AutoCAD SHX Text M107

AutoCAD SHX Text M108

AutoCAD SHX Text M109

AutoCAD SHX Text M110

AutoCAD SHX Text

1ST FLOOR INTERSTITIAL, PART C SUPPLY DUCTWORK NEW WORK PLAN - MECHANICAL

AutoCAD SHX Text

1ST FLOOR INTERSTITIAL, PART C PIPING NEW WORK PLAN - MECHANICAL

AutoCAD SHX Text

1ST FLOOR INTERSTITIAL, PART C RETURN DUCTWORK NEW WORK PLAN - MECHANICAL

AutoCAD SHX Text

1ST FLOOR INTERSTITIAL, PART C EXHAUST DUCTWORK NEW WORK PLAN - MECHANICAL

AutoCAD SHX Text G003

AutoCAD SHX Text

PHASING PLANS AND NOTES

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INTERIM KITCHEN COMPLEX ROOF UTILITIES PLAN - AREA B

AutoCAD SHX Text Q106A

AutoCAD SHX Text

INTERIM KITCHEN EQUIPMENT PLAN AND SCHEDULE - AREA A

AutoCAD SHX Text Q106B

AutoCAD SHX Text

INTERIM KITCHEN EQUIPMENT PLAN AND SCHEDULE - AREA B

AutoCAD SHX Text Q106C

AutoCAD SHX Text

INTERIM KITCHEN EQUIPMENT PLAN AND SCHEDULE - AREA C

AutoCAD SHX Text

CIVIL

AutoCAD SHX Text

CU101

AutoCAD SHX Text

CIVIL UTILITIES SITE PLAN

AutoCAD SHX Text

PL100

AutoCAD SHX Text

TEMPORARY KITCHEN PLUMBING PLAN

AutoCAD SHX Text

PL200

AutoCAD SHX Text

ENLARGED TEMPORARY KITCHEN PIPING PLAN

AutoCAD SHX Text

PL301

AutoCAD SHX Text

GRAVITY PIPING ISOMETRIC RISER DIAGRAM

AutoCAD SHX Text

PL302

AutoCAD SHX Text

PRESSURE PIPING ISOMETRIC RISER DIAGRAM

AutoCAD SHX Text

FP102

AutoCAD SHX Text

FIRE PROTECTION TEMPORARY KITCHEN ENLARGED VIEW

AutoCAD SHX Text

ES101

AutoCAD SHX Text

ELECTRICAL SITE PLAN

AutoCAD SHX Text

ED103

AutoCAD SHX Text

FIRST AND FIFTH FLOORS DEMOLITION - ELECTRICAL

AutoCAD SHX Text

EP102

AutoCAD SHX Text

FIRST AND FIFTH FLOORS - ELECTRICAL

AutoCAD SHX Text E502

AutoCAD SHX Text

DETAILS

AutoCAD SHX Text E604

AutoCAD SHX Text

KITCHEN FEEDER SCHEDULE

AutoCAD SHX Text

CU501

AutoCAD SHX Text

CIVIL UTILITIES TYPICAL DETAILS

AutoCAD SHX Text

CU502

AutoCAD SHX Text

CIVIL UTILITIES TYPICAL DETAILS

AutoCAD SHX Text

CU503

AutoCAD SHX Text

CIVIL UTILITIES TYPICAL DETAILS

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PLAN NORTH

AutoCAD SHX Text

TRUE NORTH

AutoCAD SHX Text

PLAN NORTH

AutoCAD SHX Text

TRUE NORTH

ARCHITECTURAL LEGEND

MATERIAL LEGEND ARCHITECTURAL GENERAL NOTESGENERAL PROJECT NOTES ARCHITECTURAL ABBREVIATIONSUL DETAIL C-AJ-1254

UL DETAIL W-L-2038

ACCESSIBILITY REQUIREMENTS

FRONT APPROACHES

HINGE-SIDE APPROACHES

LATCH-SIDE APPROACHES

TYPICAL DETAILS

TYPICAL MOUNTING HEIGHTS

TYPICAL SIGNAGE MOUNTING HEIGHTS

LEGENDS ABBREVIATIONS AND

NOTES

G002

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

95% SUBMITTAL

FULLY SPRINKLERED

Phase

A/E RENOVATE KITCHEN

BUILDING 100

BAY PINES VAHCS, FLORIDA

516-15-105

12/18/2020 AT CC/SJ

AutoCAD SHX Text A

AutoCAD SHX Text + 0'-6"

AutoCAD SHX Text F.E.C.

AutoCAD SHX Text

FIRE EXTINGUISHER CABINET

AutoCAD SHX Text

ROOM NAME AND NUMBER

AutoCAD SHX Text

DOOR NUMBER

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KEY NOTE

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WINDOW TYPE

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PARTITION TYPE

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DETAIL CALLOUT

AutoCAD SHX Text

DETAIL NUMBER

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SHEET WHERE DETAIL IS DRAWN

AutoCAD SHX Text

SECTION CALLOUT

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VERTICAL ELEVATION

AutoCAD SHX Text

COLUMN CENTERLINE DESIGNATION

AutoCAD SHX Text

DEMOLITION NOTE

AutoCAD SHX Text

SECTION NUMBER

AutoCAD SHX Text

SHEET WHERE SECTION IS DRAWN

AutoCAD SHX Text

EXTERIOR ELEVATION CALLOUT

AutoCAD SHX Text

ELEVATION NUMBER

AutoCAD SHX Text

SHEET WHERE ELEVATION IS DRAWN

AutoCAD SHX Text

AutoCAD SHX Text

ROOM

AutoCAD SHX Text

NAME

AutoCAD SHX Text

AutoCAD SHX Text A401

AutoCAD SHX Text

AutoCAD SHX Text A301

AutoCAD SHX Text

AutoCAD SHX Text A201

AutoCAD SHX Text

AutoCAD SHX Text

GA4

AutoCAD SHX Text

EARTH

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

MORTAR, STUCCO CEMENT PLASTER

AutoCAD SHX Text

CONCRETE MASONRY UNIT

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

PLAN

AutoCAD SHX Text

STEEL

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INSULATION RIGID

AutoCAD SHX Text

INSULATION BATT

AutoCAD SHX Text

BRICK

AutoCAD SHX Text

WOOD (ROUGH)

AutoCAD SHX Text

WOOD FINISH

AutoCAD SHX Text

INTERIOR ELEVATION CALLOUT

AutoCAD SHX Text

ELEVATION NUMBER

AutoCAD SHX Text

SHEET WHERE ELEVATION IS DRAWN

AutoCAD SHX Text A401

AutoCAD SHX Text

AutoCAD SHX Text

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AutoCAD SHX Text A. DIMENSIONS, UNLESS OTHERWISE INDICATED, ARE TO: 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 ELECTRICAL, HVAC, PLUMBING, AND COORDINATE WITH ELECTRICAL, HVAC, PLUMBING, AND FIRE PROTECTION DRAWINGS FOR ADDITIONAL REQUIREMENTS. COORDINATE DUCT, CONDUIT, AND PIPE OPENINGS IN SLABS, ROOF, AND WALLS. COORDINATE DUCT, CONDUIT, AND PIPE ROUTING ABOVE CEILINGS. WHERE NEW HOLES IN EXISTING WALLS AND SLABS ARE CREATED FOR CONDUIT, DUCT, OR PIPE PENETRATIONS COORDINATE SIZE AND LOCATION OF SUCH WORK WITH INSTALLERS OF SUCH CONDUIT, PIPE, DUCT, AND EQUIPMENT. 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 SOLID FIRE RETARDANT COORDINATE AND PROVIDE SOLID FIRE RETARDANT TREATED WOOD BLOCKING OR METAL BACKER PLATE FOR WALL HOOKS, BRACKETS, GRAB BARS, COMPUTER MONITORS, TELEVISION WALL BRACKETS, HANDRAILS, GUARDRAILS, DISPLAYS, ACCESSORIES, ETC. COORDINATE LOCATIONS WITH COR FOR GOVERNMENT PROVIDED EQUIPMENT/ACCESSORIES. D. `PROVIDE' IS DEFINED AS PROVIDING MATERIALS, `PROVIDE' IS DEFINED AS PROVIDING MATERIALS, DELIVERY, STORAGE, HANDLING, INSTALLATION, ADJUSTMENT, AND CLEANING FOR THE ITEM INDICATED. E. SEAL PIPE PENETRATIONS THROUGH SLABS, MASONRY, 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. COORDINATE CONTRACTOR DUMPSTER LOCATION WITH COORDINATE CONTRACTOR DUMPSTER LOCATION WITH GOVERNMENT. DUMPSTER LOCATION TO BE IDENTIFIED PRIOR TO BIDDING. G. SKIM COAT ALL DAMAGED EXISTING WALL SURFACES SKIM COAT ALL DAMAGED EXISTING WALL SURFACES THAT REQUIRE PAINTING. H. PRIME CONTRACTOR TO HIRE AN ABATEMENT PRIME CONTRACTOR TO HIRE AN ABATEMENT SUB-CONTRACTOR TO PERFORM ASBESTOS ABATEMENT WORK. ABATEMENT WORK MUST BE COORDINATED WITH THE COR PRIOR TO START OF ABATEMENT. GIVE THE COR A MINIMUM OF 14 DAYS NOTICE BEFORE START OF PLANNED ABATEMENT ACTIVITIES. SEE ABATEMENT SPECIFICATIONS. I. COORDINATE DEMOLITION AND NEW WORK AMONG COORDINATE DEMOLITION AND NEW WORK AMONG DISCIPLINES. J. REMOVED MATERIALS WHICH ARE INDICATED TO BE REMOVED MATERIALS WHICH ARE INDICATED TO BE TURNED OVER TO THE COR SHALL BE DELIVERED BY THE CONTRACTOR TO A PLACE INDICATED BY THE COR IF APPLICABLE. K. REMOVE COMPLETELY ALL MATERIALS AS INDICATED 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 RECOMMENDED BY MANUFACTURER PRIOR TO INSTALLATION OF NEW MATERIALS. L. PREVENT DAMAGE TO MATERIALS AND FINISHES TO PREVENT DAMAGE TO MATERIALS AND FINISHES TO REMAIN (PAINT, WALLCOVERING, BASE, CEILINGS, CHAIR RAILS, ETC.). REPAIR DAMAGES FROM CONSTRUCTION ACTIVITIES TO EXISTING ITEMS TO REMAIN, AT NO ADDITIONAL COST TO THE OWNER. WHERE SUCH EXPOSED MATERIALS OR FINISHES TO REMAIN ARE DAMAGED OR LEFT WITH HOLES BY CONSTRUCTION ACTIVITIES, REPAIR, REPLACE, OR INFILL SUCH MATERIALS AND FINISHES TO MATCH EXISTING IN MATERIAL, SIZE, ALIGNMENT, FINISH, COLOR, TEXTURE, AND QUALITY. EXTEND NEW FINISHES TO LOGICAL EDGES (CHANGE OF MATERIAL OR CORNERS). ALL SHALL BE REPLACED OR REPAIRED TO MATCH OR EXCEED THE QUALITY THAT EXISTED BEFORE DAMAGE.

AutoCAD SHX Text A. THE CONTRACTOR SHALL NOT ORDER OR INSTALL ANY THE CONTRACTOR SHALL NOT ORDER OR INSTALL ANY MATERIALS OR EQUIPMENT UNTIL SUBMITTALS FOR SUCH HAVE BEEN APPROVED. B. THE CONTRACTOR WILL BE RESPONSIBLE FOR 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. C. ANY SMOKE DETECTORS HAVING ANY POTENTIAL FOR ANY SMOKE DETECTORS HAVING ANY POTENTIAL FOR EXPOSURE TO CONSTRUCTION SMOKE, DUST, AND DEBRIS SHALL BE SUITABLY PROTECTED TO PREVENT ACCIDENTAL ALARM. ALL SUCH ACTION MUST BE FIRST COORDINATED AND CLEARED WITH COR. ALL FIRE ALARM DEVICES SHALL BE ACTIVE WHENEVER CONTRACTOR'S FORCES ARE NOT PRESENT IN WORK AREA. D. THE CONTRACTOR MUST PROVIDE A WRITTEN FIRE THE CONTRACTOR MUST PROVIDE A WRITTEN FIRE SAFETY CHECKLIST AT THE END OF EVERY WORK DAY TO THE COR CERTIFYING THAT ALL WORK AREAS HAVE BEEN SURVEYED AND FOUND TO BE SECURE, SAFE, AND FREE OF ANY FLAMMABLE LIQUIDS. E. CONTRACTOR SHALL COORDINATE ONLY WITH THE COR CONTRACTOR SHALL COORDINATE ONLY WITH THE COR AND CONTRACTING OFFICER. F. CONTRACTOR SHALL FIELD VERIFY DIMENSIONS & ALL CONTRACTOR SHALL FIELD VERIFY DIMENSIONS & ALL EXISTING CONDITIONS PRIOR TO PROCEEDING WITH THE WORK. EXISTING CONDITIONS ARE BASED ON GOVERNMENT FURNISHED EXISTING DRAWINGS AND LIMITED FIELD INVESTIGATION. NOTIFY COR OF ANY DISCREPANCIES. G. ALL FINISH COLORS TO BE SELECTED BY COR WHERE ALL FINISH COLORS TO BE SELECTED BY COR WHERE NOT OTHERWISE INDICATED. H. SEAL ALL PLATES, COVERS, DEVICES, AND GENERAL SEAL ALL PLATES, COVERS, DEVICES, AND GENERAL WALL AND CEILING PENETRATIONS IN ALL NEW SPACES, TYPICAL. I. PROVIDE MINIMUM (1) 24" x 24" ACCESS PANELS IN PROVIDE MINIMUM (1) 24" x 24" ACCESS PANELS IN HARD CEILINGS WHERE DUCTS AND DAMPERS OR OTHER PIPES REQUIRE ACCESS. COORDINATE EXACT LOCATION W/COR. PROVIDE ADDITIONAL ACCESS PANELS IN CHASES AT EACH FLOOR TO ACCESS DUCTS AND DAMPERS. J. OPEN EXISTING DRYWALL AS NECESSARY TO INSTALL OPEN EXISTING DRYWALL AS NECESSARY TO INSTALL NEW DUCTS, PLUMBING AND ELECTRICAL DEVICES. RECONSTRUCT WALL AND FINISH TO MATCH EXISTING. ADD ACCESS PANELS WHERE INDICATED.

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AIR CONDITIONING

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ACOUSTICAL CEILING TILE

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ABOVE FINISH FLOOR

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ALUMINUM

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BATT INSULATION

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BOTTOM OF

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CEMENTITIOUS BACKER BOARD

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COLD-FORMED METAL FRAMING

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CORNER GUARD

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CENTERLINE

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CONCRETE MASONRY UNIT

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CASED OPENING

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COMMUNICATION

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CONCRETE

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CONTINUOUS

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CONTRACTING OFFICER'S REPRESENTATIVE

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CERAMIC TILE

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CERAMIC TILE BASE

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CARPET

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DIAMETER

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DRINKING FOUNTAIN

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ELECTRICAL

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EQUAL

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EXPOSED STRUCTURE

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ET CETERA

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EXISTING

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EXPOSED

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FACTORY FINISH

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FLOOR DRAIN

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FIRE EXTINGUISHER CABINET

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FINISHED FLOOR

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FINISH

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FLOOR

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FACE OF

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FIELD VERIFY (PRIOR TO ORDERING OR CUTTING)

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GAGE

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GRANITE

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GYPSUM WALL BOARD

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HANDICAPPED

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HOLLOW METAL

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HIGH-PRESSURE DECORATIVE LAMINATE

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HEATING VENTILATION AND AIR-CONDITIONING

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MATERIAL

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MAXIMUM

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MECHANICAL

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MANUFACTURER

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MINIMUM

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MASONRY OPENING

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METAL

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NOT IN CONTRACT

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NOT TO SCALE

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ON CENTER

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OPPOSITE HAND

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PLASTER

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PLASTIC LAMINATE

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PRESSURE TREATED/ PORCELAIN TILE

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PAIR

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PAINT

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QUARRY TILE

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RESILIENT BASE

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REFRIGERATOR

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REQUIRED

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RESINOUS FLOORING

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RESINOUS EPOXY WALL - CEILING

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ROUGH OPENING

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RUBBER FLOORING

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SEALED HIGH BUILD GLAZED COATING

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SOLID CORE WOOD

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SIMILAR

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SPECIAL FACED

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STAINLESS STEEL

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STEEL

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SUBSTRATE

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SHEET VINYL

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SOLID VINYL TILE

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TELEPHONE

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TOP OF

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TYPICAL

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UNLESS NOTED OTHERWISE

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VINYL COMPOSITION TILE

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WOOD

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WELDED SEAM SHEET FLOORING (HEAT WELDED WITH ROD)

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AC

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ACT

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AFF

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ALUM

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BATT

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BO

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CBB

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CFMF

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CG

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CMU

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CO

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COMM

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CONC

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CONT

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COR

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CT

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CTB

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CP

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DIA

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DF

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ELEC

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EQ

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ES

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ETC

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EXIST

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EXP

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FAC FIN

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FD

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FEC

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FF

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FIN

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FLR

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FO

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FV

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GA

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GRA

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GWB

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HC

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HM

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HPDL

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HVAC

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MATL

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MAX

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MECH

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MFR

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MIN

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MO

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MTL

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NIC

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NTS

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OC

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OH

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PLS

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PLAM

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PT

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PR

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QT

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RB

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REF

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REQ'D

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RES

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RES-W

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RO

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RF

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SC

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SCW

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SIM

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SP

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SS

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ST

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SUBS

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SV

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SVT

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TELE

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TO

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TYP

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UNO

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VCT

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WD

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WSF

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SEALED CONCRETE

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SCONC

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CONTROL JOINT

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CJ

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GALVANIZED METAL STUD(S)

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GMS

AutoCAD SHX Text NOTE: ANY UL ASSEMBLY MEETING CRITERIA MAY ANY UL ASSEMBLY MEETING CRITERIA MAY BE UTILIZED. ASSEMBLIES INDICATED ON THIS SHEET ARE FOR INFORMATION ONLY.

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ACCESSORY TYPE

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SOLID SURFACE MATERIAL

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SSM

AutoCAD SHX Text ALL WORK SHALL COMPLY WITH FEDERAL ABA, LOCAL, AND STATE ACCESSIBILITY CODES AND REQUIREMENTS.

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TYP DOOR LOCATION

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SEE DOOR SCHEDULE

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DOOR LOCATIONS

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1'-0" IF DOOR HAS BOTH A CLOSER AND A LATCH

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OPTION 1

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OPTION 1

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OPTION 1

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OPTION 1

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OPTION 2

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OPTION 2

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OPTION 2

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OPTION 2

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USE EITHER OPTION 1 OR OPTION 2

AutoCAD SHX Text ALL ACCESSIBLE DOOR ASSEMBLIES SHALL BE CONSTRUCTED TO MEET THE INDICATED MINIMUM CLEARANCES AS APPLICABLE.

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W/ CLOSER AND LATCH

AutoCAD SHX Text PROVIDE ACCESSIBILITY PER VA/UFAS BARRIER FREE DESIGN GUIDE (PG 18-13) AND ABAAS.

AutoCAD SHX Text PROVIDE BLOCKING AS REQUIRED AT ALL WALL-MOUNTED EQUIPMENT, FIXTURES AND ACCESSORIES.

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SOAP DISPENSER

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GARMENT HOOK

PAPER TOWEL DISPENSER

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DISPENSER OPENING

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FIRE EXTINGUISHER CABINET

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HANDLE

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SEE PLAN

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SEE PLAN

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SEE PLAN

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PROVIDE BLOCKING, ANCHORAGE AND MOUNTING AS REQUIRED AT ALL SIGNAGE LOCATIONS.

SEE PLAN

E

E

E

E

E

DO

W

N

DO

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DOWN DOWN DOWN DOWN

DO

W

N

DO

W N

DO

W

N

DO

W N

DO

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N

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W

AL

K-

IN

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RE

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IN

C

OO

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R

M8

M8

M6

M7

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CA

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AS

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EX LIGHT POLE

TO BE REMOVED

EX SIGNS TO

BE REMOVED

EX

" W

AT

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M

AI

N

(T

YP

EX

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AN

IT

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Y

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N (T

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PROP. 3

5 L

F 6"

DIP

SANITARY SERVICE LI

NE

(TYP.) (

0.5

% SLO

PE)

CONNECT TO EX

SANITARY

MANHOLE (TYP.)

TAP TO EX 8"

WATER MAIN (TYP.)

PROP. CORPORATION

STOP

PROP. 32 LF 2" PVC

WATER SERVICE

LINE (TYP.)

RIM 9.94'

S 10" 4.49' W 8" 4.39' N 10" 4.37'

NE 6" 6.90'

INV. EL = 6.9175'

PROP. 23 LF 2" PVC

WATER SERVICE

LINE (TYP.)

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

95% SUBMITTAL

FULLY SPRINKLERED

Phase

A/E RENOVATE KITCHEN

BUILDING 100

BAY PINES VAHCS, FLORIDA

516-15-105

12/18/2020 MRI NDP

Matthew R. Ivie, P.E. #86205

Ayres Associates Inc

8875 Hidden River Parkway, Suite 200

Tampa, FL 33637

813-978-8688

CIVIL UTILITIES

SITE PLAN

GRADING NOTESGENERAL CONSTRUCTION NOTES

TREE PROTECTION NOTES

EROSION & POLLUTION CONTROL NOTESTESTING AND INSPECTION REQUIREMENTS :

ABBREVIATIONS

SEPARATION REQUIREMENTS

WATER MAIN INSTALLATION NOTES

SURVEY NOTES

LEGEND

KEY MAP

CU101

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1. PROTECTIVE BARRICADES SHALL BE PLACED AROUND ALL TREES GREATER THAN 8" DIAMETER DURING PROTECTIVE BARRICADES SHALL BE PLACED AROUND ALL TREES GREATER THAN 8" DIAMETER DURING SITE CLEARING, AND SHALL REMAIN IN PLACE UNTIL LAND ALTERATION, SITE CLEARING AND CONSTRUCTION ACTIVITIES ARE COMPLETE. BARRICADES SHALL BE PER DETAIL 6 ON SHEET CU501. THE LOW HANGING BRANCHES OF TREES MUST ALSO BE PROTECTED. 2. REQUIRED TREE BARRICADES AND EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT REQUIRED TREE BARRICADES AND EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT CONSTRUCTION. 3. THE CONTRACTOR IS REQUIRED TO PREVENT DAMAGE TO TREES WHICH ARE TO REMAIN. THE THE CONTRACTOR IS REQUIRED TO PREVENT DAMAGE TO TREES WHICH ARE TO REMAIN. THE CONTRACTOR SHALL BE LIABLE FOR ALL DAMAGE OF TREES THAT ARE DESIGNATED TO BE SAVED DURING CONSTRUCTION. SPECIAL CARE IS REQUIRED TO PREVENT DAMAGE TO TREES WHICH ARE TO REMAIN. 4. INSTALLATION OF ARTIFICIAL BARRIERS SUCH AS PROTECTIVE BARRICADES, FENCES, POSTS, OR WALLS INSTALLATION OF ARTIFICIAL BARRIERS SUCH AS PROTECTIVE BARRICADES, FENCES, POSTS, OR WALLS SHALL NOT DESTROY OR IRREVERSIBLY HARM THE ROOT SYSTEM OF PROTECTED TREES. POST HOLES AND TRENCHES LOCATED CLOSE TO PROTECTED TREES SHALL BE ADJUSTED TO AVOID DAMAGE TO MAJOR ROOTS. 5. ALL ROOTS TO BE REMOVED DURING THE SITE CLEARING PHASE SHALL BE ROOT PRUNED AND ALL ROOTS TO BE REMOVED DURING THE SITE CLEARING PHASE SHALL BE ROOT PRUNED AND TRENCHED AT THE CONSTRUCTION LINE BY A CERTIFIED ARBORIST. 6. A TWO-INCH (2") LAYER OF MULCH SHALL BE APPLIED OVER THE SURFACE OF EXPOSED ROOTS OF A TWO-INCH (2") LAYER OF MULCH SHALL BE APPLIED OVER THE SURFACE OF EXPOSED ROOTS OF PROTECTED TREES DURING THE SITE CLEARING PHASE. 7. ALL TRIMMING OF PROTECTED TREES AND GRAND TREES SHALL BE DONE BY A QUALIFIED, LICENSED ALL TRIMMING OF PROTECTED TREES AND GRAND TREES SHALL BE DONE BY A QUALIFIED, LICENSED TREE SERVICE DURING DEVELOPMENT, AND SHALL BE PRUNED IN ACCORDANCE WITH THE AMERICAN NATIONAL STANDARD INSTITUTE (ANSI) A-300 PRUNING STANDARDS. 8. IT SHALL BE UNLAWFUL TO REMOVE VEGETATION BY GRUBBING OR TO PLACE SOIL DEPOSITS, IT SHALL BE UNLAWFUL TO REMOVE VEGETATION BY GRUBBING OR TO PLACE SOIL DEPOSITS, DEBRIS, SOLVENTS, CONSTRUCTION MATERIAL, MACHINERY OR OTHER EQUIPMENT OF ANY KIND WITHIN DRIP LINE OF A TREE TO REMAIN ON SITE UNLESS OTHERWISE APPROVED BY THE COR.

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1. SLOPES SHALL NOT BE STEEPER THAN ONE (1) VERTICAL TO FOUR (4) HORIZONTAL IN GENERAL SLOPES SHALL NOT BE STEEPER THAN ONE (1) VERTICAL TO FOUR (4) HORIZONTAL IN GENERAL OPEN LAWN AND OTHER GRASSED AREAS. STEEPER SLOPES WILL BE PERMITTED ONLY ON A CASE-BY-CASE BASIS WHERE SPECIAL NEED WARRANTS. TOPS AND BOTTOMS OF BANKS AND OTHER BREAK POINTS SHALL BE ROUNDED TO PROVIDE A SMOOTH TRANSITION. 2. ALL DELETERIOUS SUBSURFACE MATERIAL (I.E. MULCH, PEAT, BURIED DEBRIS) IS TO BE ALL DELETERIOUS SUBSURFACE MATERIAL (I.E. MULCH, PEAT, BURIED DEBRIS) IS TO BE EXCAVATED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS. SPOIL MATERIAL SHALL NOT SPOIL MATERIAL SHALL NOT BE TAKEN OFF SITE. AREAS ARE TO BE BACKFILLED WITH APPROVED MATERIALS AND COMPACTED AREAS ARE TO BE BACKFILLED WITH APPROVED MATERIALS AND COMPACTED AS SHOWN ON THESE PLANS AND SPECIFICATIONS. CONTRACTOR TO COORDINATE WITH VA/COR LOCATION FOR SPOILED DIRT. REMAINING DEBRIS TO BE REMOVED FROM SITE IN ACCORDANCE WITH SPECIFICATIONS. 3. EXCESS EXCAVATION AND MATERIAL NOT SUITABLE FOR BACKFILL AND EMBANKMENT OPERATIONS EXCESS EXCAVATION AND MATERIAL NOT SUITABLE FOR BACKFILL AND EMBANKMENT OPERATIONS SHALL BE REMOVED AND PROPERLY DISPOSED FROM THE SITE. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST COLLAPSE THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST COLLAPSE AND WILL PROVIDE BRACING, SHEETING OR SHORING AS NECESSARY ACCORDING TO OSHA REQUIREMENTS. DEWATERING METHODS SHALL BE USED AS REQUIRED TO KEEP TRENCHES DRY WHILE PIPE AND APPURTENANCES ARE BEING PLACED. 5. ALL NECESSARY FILL AND EMBANKMENT THAT IS PLACED DURING CONSTRUCTION SHALL CONFORM ALL NECESSARY FILL AND EMBANKMENT THAT IS PLACED DURING CONSTRUCTION SHALL CONFORM TO SPECIFICATIONS AND BE PLACED AND COMPACTED ACCORDING TO PLANS AND SPECIFICATIONS. 6. PROPOSED SPOT ELEVATIONS REPRESENT FINISHED PAVEMENT OR GROUND SURFACE GRADE PROPOSED SPOT ELEVATIONS REPRESENT FINISHED PAVEMENT OR GROUND SURFACE GRADE UNLESS OTHERWISE NOTED ON DRAWINGS. 7. IT MAY BE NECESSARY TO FIELD ADJUST UTILITY ELEVATIONS TO PRESERVE THE ROOT SYSTEMS IT MAY BE NECESSARY TO FIELD ADJUST UTILITY ELEVATIONS TO PRESERVE THE ROOT SYSTEMS OF TREES SHOWN TO BE SAVED. CONTRACTOR TO COORDINATE WITH COR PRIOR TO ANY ELEVATION CHANGES. 8. CONTRACTOR SHALL TRIM, TACK AND MATCH EXISTING PAVEMENT AT LOCATIONS WHERE NEW CONTRACTOR SHALL TRIM, TACK AND MATCH EXISTING PAVEMENT AT LOCATIONS WHERE NEW PAVEMENT MEETS EXISTING PAVEMENT. 9. THE CONTRACTOR WILL STABILIZE BY SOD DISTURBED GRASS AREAS WITHIN ONE WEEK THE CONTRACTOR WILL STABILIZE BY SOD DISTURBED GRASS AREAS WITHIN ONE WEEK FOLLOWING CONSTRUCTION OF THE UTILITY SYSTEMS AND PAVEMENT AREAS. CONTRACTOR SHALL MAINTAIN SUCH AREAS UNTIL FINAL ACCEPTANCE BY THE COR. 10. THE CONTRACTOR SHALL MAINTAIN VERTICAL AND HORIZONTAL ROADWAY SLOPES.THE CONTRACTOR SHALL MAINTAIN VERTICAL AND HORIZONTAL ROADWAY SLOPES.

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1. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES AND OTHER LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT TIME OF PREPARATION OF THESE PLANS. THE CONTRACTOR SHALL VERIFY THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION. 2. THE CONTRACTOR SHALL CHECK PLANS FOR CONFLICTS AND DISCREPANCIES PRIOR TO THE CONTRACTOR SHALL CHECK PLANS FOR CONFLICTS AND DISCREPANCIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER'S REPRESENTATIVE (COR) OF ANY CONFLICT BEFORE PERFORMING ANY WORK IN THE AFFECTED AREA. 3. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING FACILITIES, ABOVE THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING FACILITIES, ABOVE OR BELOW GROUND, THAT MAY OCCUR AS A RESULT OF THE WORK PERFORMED BY THE CONTRACTOR CALLED FOR IN THIS CONTRACT. 4. ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF SOUTHWEST ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) AND ENVIRONMENTAL PROTECTION AGENCY (EPA). THE CONTRACTOR SHALL PREPARE NPDES/SWPPP DOCUMENTS AS REQUIRED. 5. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ON ALL PRE-CAST AND MANUFACTURED ITEMS TO CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ON ALL PRE-CAST AND MANUFACTURED ITEMS TO THE COR FOR APPROVAL. FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT AT CONTRACTOR'S EXPENSE. 6. SIGNS AND BARRICADES TO BE ACCORDING TO FDOT DESIGN STANDARDS; INDEXES 600 THRU SIGNS AND BARRICADES TO BE ACCORDING TO FDOT DESIGN STANDARDS; INDEXES 600 THRU 670 LATEST EDITION. FOR PEDESTRIAN CONTROL SEE INDEX 660. 7. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ESTABLISH BENCHMARKS (ELEV.), IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ESTABLISH BENCHMARKS (ELEV.), COORDINATES, CENTER LINES AND STATIONING AS REQUIRED TO CONSTRUCT THIS PROJECT. 8. ALL PIPES TO BE CONSTRUCTED WITH 3' MINIMUM COVER UNLESS OTHERWISE NOTED ON THE ALL PIPES TO BE CONSTRUCTED WITH 3' MINIMUM COVER UNLESS OTHERWISE NOTED ON THE PLANS. 9. TRENCH EXCAVATIONS SHALL BE PROTECTED AT ALL TIMES. IT IS ALSO TO BE STIPULATED THAT TRENCH EXCAVATIONS SHALL BE PROTECTED AT ALL TIMES. IT IS ALSO TO BE STIPULATED THAT IF TRENCHES ARE TO BE LEFT OPEN WHILE UNATTENDED FOR ANY REASON, OR BEYOND WORK HOURS, THEY SHALL BE BARRICADED ACCORDING TO OSHA AND VA SAFETY REQUIREMENTS INCLUDING 8' TALL STEEL BARRIER FENCING WITH MESH FABRIC ON ALL FENCING. NEW PIPES SHALL NOT BE LEFT OPEN IN TRENCH OVERNIGHT. THE CONTRACTOR SHALL CAP/SEAL PIPE ENDS TO PREVENT CONTAMINATION. 10. ALL ROCKS OR STONES SHALL BE REMOVED FROM THE BACKFILL MATERIAL ACCORDING TO ALL ROCKS OR STONES SHALL BE REMOVED FROM THE BACKFILL MATERIAL ACCORDING TO SPECIFICATIONS. 11. ALL PIPE LENGTHS ARE PLUS OR MINUS. PIPE MEASUREMENTS ARE TO CENTER OF STRUCTURES ALL PIPE LENGTHS ARE PLUS OR MINUS. PIPE MEASUREMENTS ARE TO CENTER OF STRUCTURES OR FITTINGS. 12. CONCRETE WORK SHALL HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 4,000 PSI (28 CONCRETE WORK SHALL HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 4,000 PSI (28 DAY STRENGTH), UNLESS OTHERWISE INDICATED. 13. CONTRACTOR TO COORDINATE WITH UTILITY SERVICE OWNERS THROUGH "SUNSHINE 811" SERVICE CONTRACTOR TO COORDINATE WITH UTILITY SERVICE OWNERS THROUGH "SUNSHINE 811" SERVICE AND THE COR. PRIOR TO ANY DIGGING. TO MINIMIZE DISRUPTION OF SERVICE CONTRACTOR SHALL COORDINATE WITH THE COR PRIOR TO ANY CONNECTION TO EXISTING UTILITY SYSTEMS. 14. HAND DIG AROUND EXISTING PIPE CROSSINGS. HAND DIG AROUND EXISTING PIPE CROSSINGS. 15. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE REPLACED TO EXISTING CONDITIONS OR ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE REPLACED TO EXISTING CONDITIONS OR BETTER. 16. THE CONTRACTOR SHALL REMOVE ANY ASBESTOS PIPES FOUND DURING CONSTRUCTION USING THE CONTRACTOR SHALL REMOVE ANY ASBESTOS PIPES FOUND DURING CONSTRUCTION USING APPROPRIATE SAFETY MEASURES. 17. CONTRACTOR SHALL BE AWARE OF 8 INCH THICK CONCRETE BASE UNDER EXISTING ASPHALT. CONTRACTOR SHALL BE AWARE OF 8 INCH THICK CONCRETE BASE UNDER EXISTING ASPHALT. 18. CONTRACTOR SHALL ISOLATE AND FLUSH ALL NEW PIPING AND ASSOCIATED CONTRACTOR SHALL ISOLATE AND FLUSH ALL NEW PIPING AND ASSOCIATED FITTINGS/ACCESSORIES PRIOR TO CONNECTION TO NEW OR EXISTING WATER MAINS FOR A PERIOD OF NOT LESS THAN 12 HOURS. AFTER INITIAL FLUSHING IS COMPLETE, CONTRACTOR SHALL ADD APPROPRIATE NON-FOAMING RUST INHIBITORS TO SYSTEM AND CONTINUE FLUSHING FOR 12 HOURS. AFTER FLUSHING IS COMPLETE, SYSTEM SHALL BE DRAINED AND FILLED WITH CLEAN WATER. 19. UNDER NO CIRCUMSTANCE SHALL ANY OF THE FLUSHING LIQUID BE INTRODUCED IN THE UNDER NO CIRCUMSTANCE SHALL ANY OF THE FLUSHING LIQUID BE INTRODUCED IN THE EXISTING SYSTEM. 20. CONTRACTOR SHALL CAP ALL EXISTING SERVICE LINES AT TIE IN POINTS.

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1. PROTECTION AND STABILIZATION OF ON-SITE SOIL STOCKPILES: FILL MATERIAL STOCKPILES SHALL PROTECTION AND STABILIZATION OF ON-SITE SOIL STOCKPILES: FILL MATERIAL STOCKPILES SHALL BE PROTECTED AT ALL TIMES BY ON-SITE DRAINAGE CONTROLS WHICH PREVENT EROSION OF THE STOCKPILED MATERIAL. CONTROL OF DUST FROM SUCH STOCKPILES IS REQUIRED, DEPENDING UPON THEIR LOCATION AND THE EXPECTED LENGTH OF TIME THE STOCKPILES WILL BE PRESENT. ALL STOCKPILED MATERIAL SHALL BE REMOVED PRIOR TO INSPECTION. CONTRACTOR TO COORDINATE WITH VA/COR LOCATION FOR ON-SITE STOCKPILES. 2. PROTECTION OF EXISTING STORM SEWER SYSTEMS WATER INLETS IN THE VICINITY OF THE PROJECT PROTECTION OF EXISTING STORM SEWER SYSTEMS WATER INLETS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED SEDIMENT FILTERS, SOD, AND STONE. WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS, AND WHICH MUST BE APPROVED BY THE COR BEFORE INSTALLATION. THIS WILL BE MAINTAINED TO PREVENT DEGRADATION OF THE WATERS OF THE COUNTY & STATE. 3. EROSION/SEDIMENTATION CONTROL: CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION EROSION/SEDIMENTATION CONTROL: CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (SILTATION CURTAIN) PRIOR TO CONSTRUCTION TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS, STORM SEWERS AND WATERWAYS. IN ADDITION, CONTRACTOR SHALL PLACE GRAVEL ON GROUND IN AREAS WHERE CONSTRUCTION RELATED TRAFFIC IS TO ENTER AND EXIT SITE. EITHER BY NATURAL DRAINAGE OR BY VEHICULAR TRAFFIC, THE CONTRACTOR IS TO REMOVE AND CLEAN SAID EARTH TO THE SATISFACTION OF THE COR AND/OR AUTHORITIES. 4. IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION, THE CONTRACTOR SHALL STABILIZE IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION, THE CONTRACTOR SHALL STABILIZE THE AFFECTED AREA USING SPRINKLING, IRRIGATION OR OTHER ACCEPTABLE METHODS. 5. THE CONTRACTOR IS RESPONSIBLE FOR PREPARING A SWPPP AND FILE A N.O.I. WITH THE FDEP.THE CONTRACTOR IS RESPONSIBLE FOR PREPARING A SWPPP AND FILE A N.O.I. WITH THE FDEP.

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1. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING APPLICABLE TESTING WITH THE COR. DURING THE THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING APPLICABLE TESTING WITH THE COR. DURING THE COURSE OF THE WORK, CONTRACTOR WILL SUBMIT COPIES OF ALL TEST RESULTS AND CERTIFICATIONS TO THE COR STATING THAT ALL REQUIREMENTS HAVE BEEN MET. TRENCH COMPACTION SHALL SATISFY THE REQUIREMENTS OF THE PINELLAS COUNTY STANDARD TECHNICAL SPECIFICATIONS FOR ROADWAY AND GENERAL CONSTRUCTION LATEST EDITION.

AutoCAD SHX Text FDOT = FLORIDA DEPARTMENT OF TRANSPORTATION = FLORIDA DEPARTMENT OF TRANSPORTATION FLORIDA DEPARTMENT OF TRANSPORTATION SWFWMD = SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT = SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT SWPPP = STORM WATER POLLUTION PREVENTION PLAN = STORM WATER POLLUTION PREVENTION PLAN STORM WATER POLLUTION PREVENTION PLAN NOI = NOTICE OF INTENT = NOTICE OF INTENT NOTICE OF INTENT FDEP = FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION = FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION COR = CONTRACTING OFFICER'S REPRESENTATIVE = CONTRACTING OFFICER'S REPRESENTATIVE CONTRACTING OFFICER'S REPRESENTATIVE OSHA = OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION = OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION MES = MITERED END SECTION = MITERED END SECTION MITERED END SECTION LBR = LIMEROCK BEARING RATIO = LIMEROCK BEARING RATIO LIMEROCK BEARING RATIO EPA = ENVIRONMENTAL PROTECTION AGENCY = ENVIRONMENTAL PROTECTION AGENCY ENVIRONMENTAL PROTECTION AGENCY F&I = FURNISH AND INSTALL = FURNISH AND INSTALL FURNISH AND INSTALL DI = DUCTILE IRON = DUCTILE IRON DUCTILE IRON MJ = MECHANICAL JOINT = MECHANICAL JOINT MECHANICAL JOINT PVC = POLYVINYL CHLORIDE PIPE = POLYVINYL CHLORIDE PIPE POLYVINYL CHLORIDE PIPE F&I = FURNISH AND INSTALL = FURNISH AND INSTALL FURNISH AND INSTALL DI/MJ = DUCTILE IRON MECHANICAL JOINT = DUCTILE IRON MECHANICAL JOINT DUCTILE IRON MECHANICAL JOINT HDPE = HIGH DENSITY POLYETHYLENE= HIGH DENSITY POLYETHYLENEHIGH DENSITY POLYETHYLENE

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1. VERTICAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM SEWERS, VERTICAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM SEWERS, AND WASTEWATER OR STORMWATER FORCE MAINS: NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED PRESSURE-TYPE SANITARY SEWER, WASTEWATER OR STORMWATER FORCE MAINS SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE OR BELOW THE OUTSIDE OF THE OTHER PIPELINE. WATER MAIN TO BE ABOVE THE OTHER PIPELINE UNLESS NOTED OTHERWISE. NEW RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED PRESSURE-TYPE SANITARY SEWER, WASTEWATER OR STORMWATER FORCE MAIN SHALL HAVE ONE FULL LENGTH OF WATER MAIN PIPE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN STORM SEWERS AND STORMWATER FORCE MAINS AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY OR PRESSURE-TYPE SANITARY SEWERS AND WASTEWATER FORCE MAINS. 2. HORIZONTAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM HORIZONTAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM SEWERS, AND WASTEWATER OR STORMWATER FORCE MAINS: NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED STORM SEWER, STORMWATER FORCE MAIN OR RIGHT OF WAY LINES. NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST TEN FEET BETWEEN OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY OR PRESSURE-TYPE SANITARY SEWER, OR WASTEWATER FORCE MAIN.

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1. THE HORIZONTAL COORDINATES SHOWN HEREON ARE REFERENCED TO A GRID THE HORIZONTAL COORDINATES SHOWN HEREON ARE REFERENCED TO A GRID PROJECTION OF THE STATE PLANE COORDINATE SYSTEM OF FLORIDA WEST ZONE (NAD 83/2011). 2. THE ELEVATIONS DEPICTED HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL THE ELEVATIONS DEPICTED HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (N.A.V.D. 88) BASED UPON THE FOLLOWING NATIONAL GEODETIC SURVEY BENCHMARKS: "AG0025" (ELEVATION = 9.12') AND "AG7419" (ELEVATION = 6.23')

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PROPOSED WATER SERVICE LINE

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PROPOSED SANITARY SERVICE LINE

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PROPOSED CORPORATION STOP

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EXISTING WATER MAIN

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SET " IRON ROD (SURVEY TBM)58" IRON ROD (SURVEY TBM)

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SIRC

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1. PIPE PIPE A. ALL WATERMAIN SHALL BE C900 PVC PIPING WITH SIZE AS NOTED ON THE PLAN. PVC PIPING ALL WATERMAIN SHALL BE C900 PVC PIPING WITH SIZE AS NOTED ON THE PLAN. PVC PIPING SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND AWWA C605. PLACE SELECTED MATERIAL AND THOROUGHLY COMPACTED TO ONE FOOT ABOVE THE TOP OF THE PIPE. B. PER ANSI/AWWA C651-14, FLUSH AND SANITIZE NEWLY INSTALLED WATERMAIN PIPE. PER ANSI/AWWA C651-14, FLUSH AND SANITIZE NEWLY INSTALLED WATERMAIN PIPE. 2. TRACER WIRE TRACER WIRE A. INSTALL COPPER TRACER WIRE, NO. 14 AWG SOLID, SINGLE CONDUCTOR, INSULATED. INSTALL COPPER TRACER WIRE, NO. 14 AWG SOLID, SINGLE CONDUCTOR, INSULATED. B. INSTALL IN THE TRENCH WITH PIPING TO ALLOW LOCATION OF THE PIPE WITH ELECTRONIC INSTALL IN THE TRENCH WITH PIPING TO ALLOW LOCATION OF THE PIPE WITH ELECTRONIC DETECTORS. THE WIRE SHALL NOT BE SPIRALED AROUND THE PIPE NOR TAPED TO THE PIPE. C. WIRE CONNECTIONS ARE TO BE MADE BY STRIPPING THE INSULATION FROM THE WIRE AND WIRE CONNECTIONS ARE TO BE MADE BY STRIPPING THE INSULATION FROM THE WIRE AND SOLDERING WITH ROSIN CORE SOLDER PER ASTM 828. SOLDER JOINTS SHALL BE WRAPPED WITH RUBBER TAPE AND ELECTRICAL TAPE. D. AT LEAST EVERY 1000 FEET (300 M) PROVIDE A 5 POUND (2.3 KG) MAGNESIUM ANODE AT LEAST EVERY 1000 FEET (300 M) PROVIDE A 5 POUND (2.3 KG) MAGNESIUM ANODE ATTACHED TO THE MAIN TRACER WIRE BY SOLDER. THE SOLDER JOINT SHALL BE WRAPPED WITH RUBBER TAPE AND WITH ELECTRICAL TAPE. AN ANODE SHALL ALSO BE ATTACHED AT THE END OF EACH LINE. E. MAGNETIC MARKERS MAY BE USED IN LIEU OF COPPER TRACER WIRE TO AID IN FUTURE PIPE MAGNETIC MARKERS MAY BE USED IN LIEU OF COPPER TRACER WIRE TO AID IN FUTURE PIPE LOCATION. GENERALLY, INSTALL MARKERS ON 20 FOOT (6 M) CENTERS. IF PIPE IS IN A CONGESTED PIPING AREA, INSTALL ON 10 FOOT (3 M) CENTERS. PREPARE AS-BUILT DRAWING INDICATING EXACT LOCATION OF MAGNETIC MARKERS.

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PROJECT LOCATION

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EXISTING SANITARY MAIN

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EXISTING SANITARY MANHOLE

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SCALE: 1" = 10'

4'-0" MAX.

1'-0" MAX.1'-0" MAX.

TRENCH WIDTHS

PATCH WIDTH IN

4'-0" MAX.

1'-0" MAX.1'-0" MAX.

VA

R

IE

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T

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Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

95% SUBMITTAL

FULLY SPRINKLERED

Phase

A/E RENOVATE KITCHEN

BUILDING 100

BAY PINES VAHCS, FLORIDA

516-15-105

12/18/2020 MRI NDP

Matthew R. Ivie, P.E. #86205

Ayres Associates Inc

8875 Hidden River Parkway, Suite 200

Tampa, FL 33637

813-978-8688

CIVIL UTILITIES

TYPICAL DETAILS

CU501

AutoCAD SHX Text FOR TRENCH WIDTHS EXCEEDING 4' [1219mm] REFER TO VA STANDARD DETAIL 32 12 16-02 "TYPE 2 UTILITY TRENCH PATCH". FOR TRENCH WHERE PORTLAND CEMENT CONCRETE (PCC) PAVEMENT EXISTS, REFER TO 32 12 16-03 "TYPE 3 UTILITY TRENCH PATCH".

AutoCAD SHX Text 2" [50mm] MINIMUM OR THICKNESS OF EXISTING PAVEMENT WHICHEVER IS GREATER.

AutoCAD SHX Text BITUMINOUS SURFACE TREATMENT (CHIPSEAL) REQUIRED ONLY FOR LONGITUDINAL TRENCHES WITH WIDTHS GREATER THAN 6' [1829mm].

AutoCAD SHX Text 4" [100mm] MINIMUM ABC OR THICKNESS OF EXISTING GRANULAR BASE COURSE MATERIALS (E.G. ABC & SELECT MATERIAL) WHICHEVER IS GREATER.

AutoCAD SHX Text REFER TO VA STANDARD DETAIL 32 12 16-04 "UTILITY TRENCH PAVEMENT PATCH NOTES" FOR ADDITIONAL INFORMATION.

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TYPE 1 UTILITY TRENCH PATCH

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NTS

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TRENCH BACKFILL

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ABC 100% MIN. COMPACTION

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ASPHALTIC CONCRETE

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SAW CUT EXISTING. ASPHALT FULL DEPTH BOTH SIDES

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TACK COAT (TYP.)

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EXISTING PAVEMENT

AutoCAD SHX Text 4" [100mm] MINIMUM ABC OR THICKNESS OF EXISTING GRANULAR BASE COURSE MATERIALS (E.G. ABC & SELECT MATERIAL) WHICHEVER IS GREATER. PORTLAND CEMENT CONCRETE (PCC) THICKNESS EQUAL TO EXISTING.

AutoCAD SHX Text FOR TRENCH WIDTHS 4' [1219mm] OR LESS REFER TO VA STANDARD DETAIL 32 12 16-01 "TYPE 1 UTILITY TRENCH PATCH". FOR TRENCH WHERE PORTLAND CEMENT CONCRETE (PCC) PAVEMENT EXISTS, REFER TO 32 12 16-03 "TYPE 3 UTILITY TRENCH PATCH".

AutoCAD SHX Text 2" [50mm] MINIMUM OR THICKNESS OF EXISTING PAVEMENT WHICHEVER IS GREATER.

AutoCAD SHX Text BITUMINOUS SURFACE TREATMENT (CHIPSEAL) REQUIRED ONLY FOR LONGITUDINAL TRENCHES WITH WIDTHS GREATER THAN 6' [1829mm].

AutoCAD SHX Text REFER TO VA STANDARD DETAIL 32 12 16-04 "UTILITY TRENCH PAVEMENT PATCH NOTES" FOR ADDITIONAL INFORMATION.

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TYPE 2 UTILITY TRENCH PATCH

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NTS

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TRENCH BACKFILL

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SAW CUT EXISTING. ASPHALT FULL DEPTH BOTH SIDES

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TACK COAT (TYP.)

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EXISTING ASPHALT CONCRETE PAVEMENT

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ACCORDANCE WITH AGENCY REQUIREMENTS

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GRANULAR MATERIAL OR PCC

AutoCAD SHX Text 2" [50mm] MINIMUM OR THICKNESS OF EXISTING PAVEMENT WHICHEVER IS GREATER.

AutoCAD SHX Text BITUMINOUS SURFACE TREATMENT (CHIPSEAL) REQUIRED ONLY FOR LONGITUDINAL TRENCHES WITH WIDTHS GREATER THAN 6' [1829mm].

AutoCAD SHX Text REFER TO VA STANDARD DETAIL 32 12 16-04 "UTILITY TRENCH PAVEMENT PATCH NOTES" FOR ADDITIONAL INFORMATION.

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TYPE 3 UTILITY TRENCH PATCH

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