S02 DWGS PART 1_649_18_106.pdf

E. SHELDON ST. / HWY 89

S.

M

O N

TE

ZU

M A

ST

H

W Y

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. M O

N

TE

ZU

M

A

ST

WHIPPLE ST.

HWY 69

W

IL

LO

W

C R

EE

K

R D

IRON SPRINGS RD. HW

Y

E. GURLEY ST.

W. GURLEY ST.

S.

S

EN

AT

O R

H W

Y

COPPER BASIN RD.

HAISLEY RD.

S. SENATOR HWY

W H

ITE SPAR

R

D

H W

Y 89

VA PROPERTY LINE

FLAGSTAFF

PHOENIX

TUCSON

PRESCOTT

I-1

I-40

I-40

I-1

I-10

I-10

I-10

I-8

US-60

US-60

US-60

US-70

US-93

HW

Y

H W

Y 69

Offic e of F ac ilit ies

Drawing Title: Project:

Approved Facilities Manager:

Approved Medical Center Director:

Building Number: Checked by: Drawn by:

Date:

Project No.:

Drawing No.:

Dwg of

U.

S.

D ep ar tm en t o f Ve te ra ns A ffa irs

3/

/2

:0 7:

P

M

PROJECT INFORMATION AND

SHEET INDEX

RENOVATE HISTORIC

BUILDINGS 19, 20, & 42

03/29/2019

649-18-106

GI001

2 135

JTBALK19, 20, AND 42

V.A. MEDICAL CENTER 500 N. HWY 89

PRESCOTT, AZ 86313

(928) 445-4860

BID DOCUMENTS

PROJECT LOCATION

AREA MAP

PROJECT LOCATION

BUILDING 19

MAIN ENTRANCE

FACILITIES MANAGEMENT

OFFICE, BUILDING 13

AES GROUP, INC.

11031 SOUTH PIKES PEAK DRIVE, SUITE 202

PARKER, CO 80138

(303) 841-3922

FIRETECH CONSULTING, INC.

8967 WEST RADCLIFFE DRIVE

LITTLETON, CO 80123

(720) 981-3413

WH PACIFIC

6501 AMERICAS PARKWAY NE, SUITE 400

ALBUQUERQUE, NM 87110

(505) 247-0294

U.S. DEPARTMENT OF VETERANS AFFAIRS

500 NORTH HIGHWAY 89, BUILDING 13

PRESCOTT, AZ 86313

(928) 445-4860 EXT 6467

BUILDING 20

BUILDING 42

BUILDING 19

BUILDING 20

BUILDING 42

PHARMACY CACHE

WAREHOUSE/

RECEIVING

WAREHOUSE

VA CREDIT UNION

GENERAL OFFICE,

LIBRARY, STUDIO

AND CONFERENCE

COMPUTER TRAINING

AND EDUCATION

FACILITY

BUILDING CURRENT PURPOSE NEW PURPOSE

BUILDING IDENTIFICATION

N

STATE MAP

N

N

PROJECT LOCATION

Revision Date

Sheet Number Sheet Name

FIRE PROTECTION

FX001 FIRE SPRINKLER COVER SHEET

19-FX101 FIRST FLOOR FIRE SPRINKLER PLAN

20-FX101 BASEMENT FLOOR FIRE SPRINKLER PLAN

20-FX102 FIRST FLOOR FIRE SPRINKLER PLAN

20-FX103 SECOND FLOOR FIRE SPRINKLER PLAN

42-FX101 FIRST FLOOR FIRE SPRINKLER PLAN

FX500 FIRE SPRINKLER DETAIL

19-FA101 FIRST FLOOR FIRE ALARM PLAN

20-FA101 BASEMENT FIRE ALARM PLAN

20-FA102 FIRST FLOOR FIRE ALARM PLAN

20-FA103 SECOND FLOOR FIRE ALARM PLAN

42-FA101 FIRST FLOOR FIRE ALARM PLAN

FA500 FIRE ALARM DETAILS

STRUCTURAL

S-001 STRUCTURAL GENERAL NOTES, LEGEND,

AND ABBREVIATIONS

19-S-101 FOUNDATION AND ROOF FRAMING PLANS

20-SD101 FIRST AND SECOND FLOOR DEMOLITION

PLANS

20-S-101 BASEMENT FRAMING AND FOUNDATION

PLANS

20-S-102 FIRST AND SECOND FLOOR / LOWER ROOF

FRAMING PLANS

20-S-501 STRUCTURAL DETAILS

42-S-101 FIRST FLOOR DEMOLITION AND

FOUNDATION PLANS

42-S-102 FIRST FLOOR AND ROOF FRAMING PLANS

42-S-501 STRUCTURAL DETAILS

S-501 GENERAL STRUCTURAL DETAILS

S-502 GENERAL STRUCTURAL DETAILS

MECHANICAL

M-001 MECHANICAL ABBREVIATIONS AND NOTES

M-002 MECHANICAL SYMBOLS

MS101 GEOTHERMAL FIELD SITE PLAN

19-M-101 FIRST FLOOR MECHANICAL DUCTING PLAN

20-M-101 BASEMENT MECHANICAL DUCTING PLAN

20-M-102 BASEMENT MECHANICAL PIPING PLAN

20-M-103 FIRST FLOOR MECHANICAL DUCTING PLAN

20-M-104 SECOND FLOOR MECHANICAL DUCTING

PLAN

42-M-101 FIRST FLOOR MECHANICAL DUCTING PLAN

42-M-102 FIRST FLOOR MECHANICAL PIPING PLAN

M-500 MECHANICAL DETAILS

M-501 WATER SOURCE HEAT PUMP SCHEMATIC

M-502 WATER SOURCE HEAT PUMP DETAILS

M-600 MECHANICAL SCHEDULES

M-700 MECHANICAL CONTROLS

PLUMBING

P-001 PLUMBING ABBREVIATIONS AND SYMBOLS

19-P-101 FIRST FLOOR SANITARY SEWER PLUMBING

PLAN

19-P-111 FIRST FLOOR DOMESTIC WATER PLUMBING

PLAN

20-P-101 BASEMENT SANITARY SEWER PLUMBING

PLAN

20-P-102 FIRST FLOOR SANITARY SEWER PLUMBING

PLAN

20-P-103 SECOND FLOOR SANITARY SEWER

PLUMBING PLAN

20-P-111 BASEMENT DOMESTIC WATER PLUMBING

PLAN

20-P-112 FIRST FLOOR DOMESTIC WATER PLUMBING

PLAN

20-P-113 SECOND FLOOR DOMESTIC WATER

PLUMBING PLAN

42-P-101 FIRST FLOOR SANITARY SEWER PLUMBING

PLAN

42-P-111 FIRST FLOOR DOMESTIC WATER PLUMBING

PLAN

P-501 PLUMBING DETAILS

P-502 PLUMBING DETAILS AND SCHEDULES

ELECTRICAL

E-001 ELECTRICAL GENERAL NOTES, LEGENDS,

AND ABBREVIATIONS

ES101 ELECTRICAL SITE PLAN

19-E-101 FIRST FLOOR LIGHTING, POWER, & SPECIAL

SYSTEMS PLAN

19-E-102 FIRST FLOOR & ATTIC LIGHTING PLAN

20-E-100 BASEMENT LIGHTING, POWER, & SPECIAL

SYSTEMS PLAN

20-E-101 FIRST FLOOR LIGHTING, POWER, & SPECIAL

SYSTEMS PLAN

20-E-102 SECOND FLOOR LIGHTING, POWER, &

SPECIAL SYSTEMS PLAN

42-E-101 FIRST FLOOR LIGHTING, POWER, & SPECIAL

SYSTEMS PLAN

E-501 ELECTRICAL DETAILS

E-601 ONE LINE DIAGRAM AND SCHEDULES

Sheet Number Sheet Name

GENERAL

GI000 COVER SHEET

GI001 PROJECT INFORMATION AND SHEET INDEX

LIFE SAFETY

19-GL101 FIRST FLOOR LIFE SAFETY PLAN

20-GL101 BASEMENT LIFE SAFETY PLAN

20-GL102 FIRST FLOOR LIFE SAFETY PLAN

20-GL103 SECOND FLOOR LIFE SAFETY PLAN

42-GL101 FIRST FLOOR LIFE SAFETY PLAN

CIVIL

C-001 CIVIL GENERAL NOTES

C-002 CIVIL LEGEND AND ABBREVIATIONS

CE100 SEDIMENT CONTROL PLAN

CD100 CIVIL DEMOLITION PLAN

CU100 OVERALL UTILITY PLAN

CS100 CIVIL SITE PLAN

CG100 CIVIL GRADING PLAN

CE501 SEDIMENT CONTROL DETAILS

CU501 CIVIL DETAILS

CS501 CIVIL DETAILS

CS502 CIVIL DETAILS

ARCHITECTURAL

A-001 ARCHITECTURAL SYMBOLS AND LEGEND

19-AD101 DEMOLITION FLOOR AND ROOF PLANS

19-AD201 DEMOLITION ELEVATIONS

19-A-101 FIRST FLOOR AND REFLECTED CEILING

PLANS

19-A-102 FIRST FLOOR FINISHES, FURNITURE AND

EQUIPMENT PLANS

19-A-103 ROOF PLAN

19-A-201 BUILDING ELEVATIONS

19-A-301 BUILDING SECTION / WALL SECTION

19-A-401 ENLARGED PLANS / INTERIOR ELEVATIONS

19-A-402 ENLARGED RAILING PLANS

19-A-501 DOOR AND WINDOW DETAILS

19-A-502 DOOR AND WINDOW DETAILS

19-A-503 MISCELLANEOUS DETAILS

19-A-601 DOOR, WINDOW AND FINISH SCHEDULES

19-A-602 SIGNAGE FLOOR PLAN AND SCHEDULE

20-AD101 BASEMENT AND FIRST FLOOR DEMOLITION

PLANS

20-AD102 SECOND FLOOR AND ROOF DEMOLITION

PLANS

20-AD201 DEMOLITION ELEVATIONS

20-AD202 DEMOLITION ELEVATIONS

20-A-101 BASEMENT FLOOR AND REFLECTED CEILING

PLANS

20-A-102 BASEMENT FLOOR FINISHES, FURNITURE

AND EQUIPMENT PLANS

20-A-103 FIRST FLOOR AND REFLECTED CEILING

PLANS

20-A-104 FIRST FLOOR FINISHES, FURNITURE AND

EQUIPMENT PLANS

20-A-105 SECOND FLOOR AND REFLECTED CEILING

PLANS

20-A-106 SECOND FLOOR FINISHES, FURNITURE AND

EQUIPMENT PLANS

20-A-107 ROOF PLAN

20-A-201 BUILDING ELEVATIONS

20-A-202 BUILDING ELEVATIONS

20-A-301 BUILDING SECTION / WALL SECTION

20-A-401 ENLARGED PLANS / INTERIOR ELEVATIONS

20-A-402 ENLARGED PLANS / INTERIOR ELEVATIONS

20-A-403 ENLARGED EAST STAIR PLANS / SECTIONS

20-A-404 ENLARGED WEST STAIR PLANS

20-A-405 ENLARGED EAST AND WEST STAIR

SECTIONS

20-A-406 ENLARGED RAILING PLANS

20-A-501 DOOR AND WINDOW DETAILS

20-A-502 EXTERIOR DETAILS

20-A-601 DOOR, WINDOW AND ROOM FINISH

SCHEDULES

20-A-602 SIGNAGE SCHEDULE

42-AD101 DEMOLITION FLOOR AND ROOF PLANS

42-AD201 DEMOLITION ELEVATIONS

42-A-101 FIRST FLOOR AND REFLECTED CEILING

PLANS

42-A-102 FIRST FLOOR FINISHES, FURNITURE AND

EQUIPMENT PLANS

42-A-103 ROOF PLAN

42-A-201 BUILDING ELEVATIONS

42-A-301 BUILDING SECTIONS / WALL SECTIONS

42-A-401 ENLARGED PLANS / INTERIOR ELEVATIONS

42-A-402 ENLARGED RAILING PLANS

42-A-501 DOOR AND WINDOW DETAILS

42-A-502 MISCELLANEOUS DETAILS

42-A-601 DOOR, WINDOW AND FINISH SCHEDULES

42-A-602 SIGNAGE SCHEDULE

A-310 PARTITION TYPES

A-311 MILLWORK SECTIONS, CEILING AND FLOOR

DETAILS

A-610 SCHEDULE FOR FINISHES AND DETAILS

CIVIL

ARCHITECTURAL

STRUCTURAL

MECHANICAL

PLUMBING

DESIGN RESPONSIBILITIES CONTACT INFORMATION

LIFE SAFETY

FIRE ALARM

FIRE SPRINKLER

ELECTRICAL

OWNER

DN

REF.

DN

UNISEX TOILET

HAC

MECHANICAL

TELLER

VAULT / RECORD /

STORAGE

R A

M P

R A

CORRIDOR

SECURITY

OPEN OFFICE

WAITING ROOM

BREAKROOM

ATM ROOM

ELEC. / IT

TRAVEL

DISTANCE

= 51 FEET

DOOR

TRAVEL

DISTANCE

= 46 FEET

COMMON

PATH = 22

FEET

COMMON

PATH = 23

FEET

FE

FE

DOOR

CODE SUMMARY

APPLICABLE CODES & STANDARDS

2018 NFPA 101 LIFE SAFETY CODE (LSC)

2018 INTERNATIONAL BUILDING CODE (IBC)

7TH EDITION VA FIRE PROTECTION DESIGN MANUAL (VAFPDM)

OCCUPANCY CLASSIFICATION

FIRST: BUSINESS (LSC CHAPTER 38)

CONSTRUCTION TYPE

NFPA 220: TYPE V (000)

IBC: TYPE V-B

ALLOWABLE HEIGHT AND AREA (IBC)

ALLOWABLE HEIGHT = 3 STORIES

ACTUAL HEIGHT = 1 STORY

ALLOWABLE AREA = 36,000 SF

ACTUAL AREA = 2,335

FIRE RESISTIVE SEPARATION

NONE REQUIRED.

FIRE SPRINKLER SYSTEM

PROTECTED THROUGHOUT.

PORTABLE FIRE EXTINGUISHERS

SHALL BE LOCATED AS REQUIRED BY NFPA 10.

OCCUPANT LOAD (LSC: TABLE 7.3.1.2)

FIRST FLOOR

OCCUPANT LOAD FACTOR:

BUSINESS OCCUPANCY = 150 GSF/PERSON

AREA (BUSINESS) = 2,055 SQFT

NUMBER OF OCCUPANTS = 14

MEANS OF EGRESS

FIRST FLOOR:

MINIMUM NUMBER OF EXITS REQUIRED = 1 (LSC 38.2.4.4)

ACTUAL = 2

REQUIRED CAPACITY = 14 OCCUPANTS

ACTUAL CAPACITY = 340 OCCUPANTS

MAXIMUM TRAVEL DISTANCE = 300 FEET

ACTUAL = 51 FEET

MAXIMUM COMMON PATH OF TRAVEL = 100 FEET

ACTUAL = 23 FEET

LEGEND

PATH OF TRAVEL

XXX

XX

XX

XX

COMPONENT

CLEAR WIDTH

CALCULATED CAPACITY

ACTUAL USE

FE

FIRE EXTINGUISHER

EXIT SIGN

FIRST FLOOR

LIFE SAFETY PLAN

19-GL101

19-GL101

SCALE: 1/4" = 1'-0"

FIRST FLOOR LIFE SAFETY PLAN

O f f i c e o f

F a c i l i t i e s

Drawing Title: Project:

Approved Facilities Manager:

Approved Medical Center Director:

Building Number: Checked by: Drawn by:

Date:

Project No.:

Drawing No.:

Dwg of

U.

S.

D ep ar tm en t o f Ve te ra ns A ffa irs

V.A. MEDICAL CENTER 500 N. HWY 89

PRESCOTT, AZ 86313

(928) 445-4860

Revision Date

RENOVATE HISTORIC

BUILDINGS 19, 20, & 42

BID DOCUMENTS

649-18-106

03/29/2019

N

RDLJAM

0'

SCALE: 1/4" = 1'-0"

8'4'2'

UP R

E

F

UP

ELEVATOR

PUMP ROOM

CONTROL

WOMEN

MEN

IT / COMM

STUDIO OFFICE

STAIR

CORRIDOR

HUDDLE SPACE

BREAK ROOM

VETERANS HISTORIC

PROJECT

STAIR

CORRIDOR

STUDIO

MECHANICAL ROOM

ELECTRICAL ROOM

TRAVEL

DISTANCE

= 61 FEET

TRAVEL

DISTANCE

= 53 FEET

COMMON

PATH = 56

FEET

DOOR

STAIR

DOOR

STAIR

FE

FE

FE

FE

CODE SUMMARY

APPLICABLE CODES & STANDARDS

2018 NFPA 101 LIFE SAFETY CODE (LSC)

2018 INTERNATIONAL BUILDING CODE (IBC)

7TH EDITION VA FIRE PROTECTION DESIGN MANUAL (VAFPDM)

OCCUPANCY CLASSIFICATION

BASEMENT: BUSINESS (LSC CHAPTER 38)

FIRST: BUSINESS (LSC CHAPTER 38)

SECOND : BUSINESS (LSC CHAPTER 38)

CONSTRUCTION TYPE

NFPA 220: TYPE V (000)

IBC: TYPE V-B

ALLOWABLE HEIGHT AND AREA (IBC)

ALLOWABLE HEIGHT = 3 STORIES

ACTUAL HEIGHT = 2 STORIES

ALLOWABLE AREA = 54,000

ACTUAL AREA = BASEMENT - 3,925 GSF

FIRST FLOOR - 3,855 GSF

SECOND FLOOR - 3,855 GSF

FIRE RESISTIVE SEPARATION

ONE HOUR FIRE RESISTIVE SEPARATION AT STAIR

ENCLOSURES, ELEVATOR SHAFT AND VERTICAL AND

HORIZONTAL SEPARATION FOR MECHANICAL DUCTS.

FIRE SPRINKLER SYSTEM

PROTECTED THROUGHOUT.

PORTABLE FIRE EXTINGUISHERS

SHALL BE LOCATED AS REQUIRED BY NFPA 10.

OCCUPANT LOAD (LSC: TABLE 7.3.1.2)

BASEMENT

OCCUPANT LOAD FACTOR:

BUSINESS OCCUPANCY = 150 GSF/PERSON

AREA (BUSINESS) = 3,377 GSF

OCCUPANT LOAD = 23 OCCUPANTS

FIRST FLOOR

OCCUPANT LOAD FACTOR:

BUSINESS OCCUPANCY = 150 GSF/PERSON

AREA (BUSINESS) = 2,214 GSF

OCCUPANT LOAD = 15 OCCUPANTS

LIBRARY STACK AREA = 100 GSF/PERSON

AREA (LIBRARY) = 1,110 GSF

OCCUPANT LOAD = 12

SECOND FLOOR

OCCUPANT LOAD FACTOR:

BUSINESS OCCUPANCY = 150 GSF/PERSON

AREA (BUSINESS) = 1,858 GSF

OCCUPANT LOAD = 13 OCCUPANTS

AREA (ASSEMBLY) = 265 NSF & 676 NSF

OCCUPANT LOAD = 64 OCCUPANTS

MEANS OF EGRESS

BASEMENT FLOOR:

MINIMUM NUMBER OF EXITS REQUIRED = 2

ACTUAL = 2

REQUIRED CAPACITY = 23 OCCUPANTS

ACTUAL CAPACITY = 279 OCCUPANTS

MAXIMUM TRAVEL DISTANCE = 300 FEET

ACTUAL = 61 FEET

MAXIMUM COMMON PATH OF TRAVEL = 100 FEET

ACTUAL = 56 FEET

FIRST FLOOR:

MINIMUM NUMBER OF EXITS REQUIRED = 2

ACTUAL = 3

REQUIRED CAPACITY = 83 OCCUPANTS

(INCLUDES ADDED LOAD FROM STAIR 021)

ACTUAL CAPACITY = 640 OCCUPANTS

MAXIMUM TRAVEL DISTANCE = 300 FEET

ACTUAL = 64 FEET

MAXIMUM COMMON PATH OF TRAVEL = 100 FEET

ACTUAL = 58 FEET

SECOND FLOOR:

MINIMUM NUMBER OF EXITS REQUIRED = 2

ACTUAL = 2

REQUIRED CAPACITY = 77 OCCUPANTS

ACTUAL CAPACITY = 292 OCCUPANTS

MAXIMUM TRAVEL DISTANCE = 300 FEET

ACTUAL = 58 FEET

MAXIMUM COMMON PATH OF TRAVEL = 100 FEET

ACTUAL = 59 FEET

1 HOUR FIRE

WALL RATING LEGEND

LEGEND

PATH OF TRAVEL

XXX

XX

XX

XX

COMPONENT

CLEAR WIDTH

CALCULATED CAPACITY

ACTUAL USE

FE

FIRE EXTINGUISHER

EXIT SIGN

BASEMENT

LIFE SAFETY PLAN

20-GL101

20-GL101

SCALE: 1/4" = 1'-0"

BASEMENT LIFE SAFETY PLAN

O f f i c i l i t i e s

Drawing Title: Project:

Approved Facilities Manager:

Approved Medical Center Director:

Building Number: Checked by: Drawn by:

Date:

Project No.:

Drawing No.:

Dwg of

U.

S.

D ep ar tm en t o f Ve te ra ns A ffa irs

V.A. MEDICAL CENTER 500 N. HWY 89

PRESCOTT, AZ 86313

(928) 445-4860

Revision Date

RENOVATE HISTORIC

BUILDINGS 19, 20, & 42

BID DOCUMENTS

649-18-106

03/29/2019

N

RDLJAM

0'

UP

REF.

UP

LIBRARY

WOMEN

MEN

HAC

R A

R A

OFFICE - LIBRARIAN

VETERANS

ORIENTATION

STAIR

HPDP OFFICE

MHV OFFICE

PRINTER / FAX AREA

CORRIDOR

BREAKROOM

CORRIDOR

CORRIDOR

STORAGE

STORAGE

ELEVATOR

DOOR

DOOR

TRAVEL

DISTANCE

= 64 FEET

TRAVEL

DISTANCE

= 37 FEET

COMMON

PATH = 58

FEET

F E

FE

DOOR

NOT

AN

EXIT

CODE SUMMARY

APPLICABLE CODES & STANDARDS

2018 NFPA 101 LIFE SAFETY CODE (LSC)

2018 INTERNATIONAL BUILDING CODE (IBC)

7TH EDITION VA FIRE PROTECTION DESIGN MANUAL (VAFPDM)

OCCUPANCY CLASSIFICATION

BASEMENT: BUSINESS (LSC CHAPTER 38)

FIRST: BUSINESS (LSC CHAPTER 38)

SECOND : BUSINESS (LSC CHAPTER 38)

CONSTRUCTION TYPE

NFPA 220: TYPE V (000)

IBC: TYPE V-B

ALLOWABLE HEIGHT AND AREA (IBC)

ALLOWABLE HEIGHT = 3 STORIES

ACTUAL HEIGHT = 2 STORIES

ALLOWABLE AREA = 54,000

ACTUAL AREA = BASEMENT - 3,925 GSF

FIRST FLOOR - 3,855 GSF

SECOND FLOOR - 3,855 GSF

FIRE RESISTIVE SEPARATION

ONE HOUR FIRE RESISTIVE SEPARATION AT STAIR

ENCLOSURES, ELEVATOR SHAFT AND VERTICAL AND

HORIZONTAL SEPARATION FOR MECHANICAL DUCTS.

FIRE SPRINKLER SYSTEM

PROTECTED THROUGHOUT.

PORTABLE FIRE EXTINGUISHERS

SHALL BE LOCATED AS REQUIRED BY NFPA 10.

OCCUPANT LOAD (LSC: TABLE 7.3.1.2)

BASEMENT

OCCUPANT LOAD FACTOR:

BUSINESS OCCUPANCY = 150 GSF/PERSON

AREA (BUSINESS) = 3,377 GSF

OCCUPANT LOAD = 23 OCCUPANTS

FIRST FLOOR

OCCUPANT LOAD FACTOR:

BUSINESS OCCUPANCY = 150 GSF/PERSON

AREA (BUSINESS) = 2,214 GSF

OCCUPANT LOAD = 15 OCCUPANTS

LIBRARY STACK AREA = 100 GSF/PERSON

AREA (LIBRARY) = 1,110 GSF

OCCUPANT LOAD = 12

SECOND FLOOR

OCCUPANT LOAD FACTOR:

BUSINESS OCCUPANCY = 150 GSF/PERSON

AREA (BUSINESS) = 1,858 GSF

OCCUPANT LOAD = 13 OCCUPANTS

AREA (ASSEMBLY) = 265 NSF & 676 NSF

OCCUPANT LOAD = 64 OCCUPANTS

MEANS OF EGRESS

BASEMENT FLOOR:

MINIMUM NUMBER OF EXITS REQUIRED = 2

ACTUAL = 2

REQUIRED CAPACITY = 23 OCCUPANTS

ACTUAL CAPACITY = 279 OCCUPANTS

MAXIMUM TRAVEL DISTANCE = 300 FEET

ACTUAL = 61 FEET

MAXIMUM COMMON PATH OF TRAVEL = 100 FEET

ACTUAL = 56 FEET

FIRST FLOOR:

MINIMUM NUMBER OF EXITS REQUIRED = 2

ACTUAL = 3

REQUIRED CAPACITY = 83 OCCUPANTS

(INCLUDES ADDED LOAD FROM STAIR 021)

ACTUAL CAPACITY = 640 OCCUPANTS

MAXIMUM TRAVEL DISTANCE = 300 FEET

ACTUAL = 64 FEET

MAXIMUM COMMON PATH OF TRAVEL = 100 FEET

ACTUAL = 58 FEET

SECOND FLOOR:

MINIMUM NUMBER OF EXITS REQUIRED = 2

ACTUAL = 2

REQUIRED CAPACITY = 77 OCCUPANTS

ACTUAL CAPACITY = 292 OCCUPANTS

MAXIMUM TRAVEL DISTANCE = 300 FEET

ACTUAL = 58 FEET

MAXIMUM COMMON PATH OF TRAVEL = 100 FEET

ACTUAL = 59 FEET

1 HOUR FIRE

WALL RATING LEGEND

LEGEND

PATH OF TRAVEL

XXX

XX

XX

XX

COMPONENT

CLEAR WIDTH

CALCULATED CAPACITY

ACTUAL USE

FE

FIRE EXTINGUISHER

EXIT SIGN

FIRST FLOOR

LIFE SAFETY PLAN

20-GL102

20-GL102

SCALE: 1/4" = 1'-0"

FIRST FLOOR LIFE SAFETY PLAN

O f f i c i l i t i e s

Drawing Title: Project:

Approved Facilities Manager:

Approved Medical Center Director:

Building Number: Checked by: Drawn by:

Date:

Project No.:

Drawing No.:

Dwg of

U.

S.

D ep ar tm en t o f Ve te ra ns A ffa irs

V.A. MEDICAL CENTER 500 N. HWY 89

PRESCOTT, AZ 86313

(928) 445-4860

Revision Date

RENOVATE HISTORIC

BUILDINGS 19, 20, & 42

BID DOCUMENTS

649-18-106

03/29/2019

N

RDLJAM

0'

R E

F

OFFICE / MULTI

PURPOSE

MEN

WOMEN

TRAINING AREA

BREAKROOM

SLM OFFICE

AO OFFICE

AV CLOSET

STAIR

PRINT / COPY

SRC OFFICE

CAC OFFICE

STAIR

CORRIDOR

CORRIDOR

MECH.

CHASE

ELEVATOR

COMMON

PATH = 59

FEET

DOOR

STAIR

DOOR

STAIR

OCCUPANT

LOAD = 46

FE

FE

TRAVEL

DISTANCE

= 58 FEET

TRAVEL

DISTANCE

= 57 FEET

OCCUPANT

LOAD = 18

CODE SUMMARY

APPLICABLE CODES & STANDARDS

2018 NFPA 101 LIFE SAFETY CODE (LSC)

2018 INTERNATIONAL BUILDING CODE (IBC)

7TH EDITION VA FIRE PROTECTION DESIGN MANUAL (VAFPDM)

OCCUPANCY CLASSIFICATION

BASEMENT: BUSINESS (LSC CHAPTER 38)

FIRST: BUSINESS (LSC CHAPTER 38)

SECOND : BUSINESS (LSC CHAPTER 38)

CONSTRUCTION TYPE

NFPA 220: TYPE V (000)

IBC: TYPE V-B

ALLOWABLE HEIGHT AND AREA (IBC)

ALLOWABLE HEIGHT = 3 STORIES

ACTUAL HEIGHT = 2 STORIES

ALLOWABLE AREA = 54,000

ACTUAL AREA = BASEMENT - 3,925 GSF

FIRST FLOOR - 3,855 GSF

SECOND FLOOR - 3,855 GSF

FIRE RESISTIVE SEPARATION

ONE HOUR FIRE RESISTIVE SEPARATION AT STAIR

ENCLOSURES, ELEVATOR SHAFT AND VERTICAL AND

HORIZONTAL SEPARATION FOR MECHANICAL DUCTS.

FIRE SPRINKLER SYSTEM

PROTECTED THROUGHOUT.

PORTABLE FIRE EXTINGUISHERS

SHALL BE LOCATED AS REQUIRED BY NFPA 10.

OCCUPANT LOAD (LSC: TABLE 7.3.1.2)

BASEMENT

OCCUPANT LOAD FACTOR:

BUSINESS OCCUPANCY = 150 GSF/PERSON

AREA (BUSINESS) = 3,377 GSF

OCCUPANT LOAD = 23 OCCUPANTS

FIRST FLOOR

OCCUPANT LOAD FACTOR:

BUSINESS OCCUPANCY = 150 GSF/PERSON

AREA (BUSINESS) = 2,214 GSF

OCCUPANT LOAD = 15 OCCUPANTS

LIBRARY STACK AREA = 100 GSF/PERSON

AREA (LIBRARY) = 1,110 GSF

OCCUPANT LOAD = 12

SECOND FLOOR

OCCUPANT LOAD FACTOR:

BUSINESS OCCUPANCY = 150 GSF/PERSON

AREA (BUSINESS) = 1,858 GSF

OCCUPANT LOAD = 13 OCCUPANTS

AREA (ASSEMBLY) = 265 NSF & 676 NSF

OCCUPANT LOAD = 64 OCCUPANTS

MEANS OF EGRESS

BASEMENT FLOOR:

MINIMUM NUMBER OF EXITS REQUIRED = 2

ACTUAL = 2

REQUIRED CAPACITY = 23 OCCUPANTS

ACTUAL CAPACITY = 279 OCCUPANTS

MAXIMUM TRAVEL DISTANCE = 300 FEET

ACTUAL = 61 FEET

MAXIMUM COMMON PATH OF TRAVEL = 100 FEET

ACTUAL = 56 FEET

FIRST FLOOR:

MINIMUM NUMBER OF EXITS REQUIRED = 2

ACTUAL = 3

REQUIRED CAPACITY = 83 OCCUPANTS

(INCLUDES ADDED LOAD FROM STAIR 021)

ACTUAL CAPACITY = 640 OCCUPANTS

MAXIMUM TRAVEL DISTANCE = 300 FEET

ACTUAL = 64 FEET

MAXIMUM COMMON PATH OF TRAVEL = 100 FEET

ACTUAL = 58 FEET

SECOND FLOOR:

MINIMUM NUMBER OF EXITS REQUIRED = 2

ACTUAL = 2

REQUIRED CAPACITY = 77 OCCUPANTS

ACTUAL CAPACITY = 292 OCCUPANTS

MAXIMUM TRAVEL DISTANCE = 300 FEET

ACTUAL = 58 FEET

MAXIMUM COMMON PATH OF TRAVEL = 100 FEET

ACTUAL = 59 FEET

1 HOUR FIRE

WALL RATING LEGEND

LEGEND

PATH OF TRAVEL

XXX

XX

XX

XX

COMPONENT

CLEAR WIDTH

CALCULATED CAPACITY

ACTUAL USE

FE

FIRE EXTINGUISHER

EXIT SIGN

SECOND FLOOR

LIFE SAFETY PLAN

20-GL103

20-GL103

SCALE: 1/4" = 1'-0"

SECOND FLOOR LIFE SAFETY PLAN

O f f i c i l i t i e s

Drawing Title: Project:

Approved Facilities Manager:

Approved Medical Center Director:

Building Number: Checked by: Drawn by:

Date:

Project No.:

Drawing No.:

Dwg of

U.

S.

D ep ar tm en t o f Ve te ra ns A ffa irs

V.A. MEDICAL CENTER 500 N. HWY 89

PRESCOTT, AZ 86313

(928) 445-4860

Revision Date

RENOVATE HISTORIC

BUILDINGS 19, 20, & 42

BID DOCUMENTS

649-18-106

03/29/2019

N

RDLJAM

0'

REF.

DN

TRAINING ROOM

SECURE TRAINING

ROOM

LOBBY

STORAGE

TMS OFFICE

TRAINING SPECIALIST

WOMEN

MEN

MECHANICAL

ELEC.

IT / COMM

BREAK ROOM

COPIER

VENDING

CORRIDOR

CORRIDOR

R A

R A

HAC

AV CLOSET

CORRIDOR

DOOR

DOOR

51'

21'

OCCUPANT

LOAD = 69

OCCUPANT

LOAD = 33

COMMON

PATH = 84

FEET

TRAVEL

DISTANCE

= 97 FEET

FE

FE

FE

CODE SUMMARY

APPLICABLE CODES & STANDARDS

2018 NFPA 101 LIFE SAFETY CODE (LSC)

2018 INTERNATIONAL BUILDING CODE (IBC)

7TH EDITION VA FIRE PROTECTION DESIGN MANUAL (VAFPDM)

OCCUPANCY CLASSIFICATION

BUSINESS (LSC CHAPTER 38)

CONSTRUCTION TYPE

NFPA 220: TYPE V (000)

IBC: TYPE V-B

ALLOWABLE HEIGHT AND AREA (IBC)

ALLOWABLE HEIGHT = 3 STORIES

ACTUAL HEIGHT = 1 STORIES

ALLOWABLE AREA = 36,000

ACTUAL AREA = FIRST FLOOR - 3,840 GSF

FIRE RESISTIVE SEPARATION

NONE REQUIRED.

FIRE SPRINKLER SYSTEM

PROTECTED THROUGHOUT.

PORTABLE FIRE EXTINGUISHERS

SHALL BE LOCATED AS REQUIRED BY NFPA 10.

OCCUPANT LOAD (LSC: TABLE 7.3.1.2)

FIRST FLOOR

OCCUPANT LOAD FACTOR:

BUSINESS OCCUPANCY = 150 GSF/PERSON

AREA (BUSINESS) = 1,825 GSF

OCCUPANT LOAD = 13 OCCUPANTS

AREA (ASSEMBLY) = 1,527 NSF

OCCUPANT LOAD = 102 OCCUPANTS

MEANS OF EGRESS

FIRST FLOOR:

MINIMUM NUMBER OF EXITS REQUIRED = 2

ACTUAL = 2

REQUIRED CAPACITY = 115 OCCUPANTS

ACTUAL CAPACITY =470 OCCUPANTS

MAXIMUM TRAVEL DISTANCE = 300 FEET

ACTUAL = 97 FEET

MAXIMUM COMMON PATH OF TRAVEL = 100 FEET

ACTUAL = 84 FEET

LEGEND

PATH OF TRAVEL

XXX

XX

XX

XX

COMPONENT

CLEAR WIDTH

CALCULATED CAPACITY

ACTUAL USE

FE

FIRE EXTINGUISHER

EXIT SIGN

FIRST FLOOR

LIFE SAFETY PLAN

42-GL101

42-GL101

SCALE: 3/16" = 1'-0"

FIRST FLOOR LIFE SAFETY PLAN

O f f i c i l i t i e s

Drawing Title: Project:

Approved Facilities Manager:

Approved Medical Center Director:

Building Number: Checked by: Drawn by:

Date:

Project No.:

Drawing No.:

Dwg of

U.

S.

D ep ar tm en t o f Ve te ra ns A ffa irs

V.A. MEDICAL CENTER 500 N. HWY 89

PRESCOTT, AZ 86313

(928) 445-4860

Revision Date

RENOVATE HISTORIC

BUILDINGS 19, 20, & 42

BID DOCUMENTS

649-18-106

03/29/2019

N

RDLJAM

4' 8'0 2'

SCALE:3/16"=1'-0"

GENERAL EROSION CONTROL NOTES:

1. ALL MATERIALS AND WORKMANSHIP ARE SUBJECT TO INSPECTION BY THE COR. COR RESERVES THE

RIGHT TO ACCEPT OR REJECT ANY SUCH MATERIALS AND WORKMANSHIP THAT DOES NOT CONFORM TO

VA, FEDERAL AND STATE OF ARIZONA DEPARTMENT OF ENVIRONMENTAL QUALITY REQUIREMENTS.

2. INSTALL EROSION/SEDIMENTATION CONTROLS PRIOR TO ANY SITE PREPARATION WORK (E.G., CLEARING, GRUBBING OR EXCAVATION).

3. PLACE EROSION/SEDIMENT CONTROLS IN ACCORDANCE WITH THE APPROVED PROJECT PLANS.

4. ANY VARIATION IN MATERIAL OR LOCATION OF EROSION/SEDIMENT CONTROLS FROM THE APPROVED

PLANS WILL REQUIRE WRITTEN APPROVAL FROM COR.

5. AFTER THE INSTALLATION OF THE EROSION/SEDIMENT CONTROLS, THE CONTRACTOR SHALL SET UP AN

ON-SITE "PRE-CONSTRUCTION" MEETING WITH THE COR. THE MEETING SHALL BE SCHEDULED A MINIMUM

OF FORTY EIGHT (48) HOURS AND A MAXIMUM OF NINETY SIX (96) HOURS PRIOR TO THE ANTICIPATED

START OF ANY LAND DISTURBANCE.

6. CONSTRUCTION SHALL NOT BEGIN UNTIL: (1) ALL EROSION/SEDIMENT CONTROLS ARE INSTALLED PER

APPROVED PLANS, (2) A "PRE-CONSTRUCTION" MEETING HAS BEEN HELD ON SITE WITH THE COR.

7. ALL AREAS (EXCEPT THOSE THAT WILL BE PAVED) ARE TO BE CONTOUR-FURROWED IMMEDIATELY

FOLLOWING GRADE CERTIFICATION, BUT NO LATER THAN THREE DAYS AFTER COMPLETION OF GRADING.

8. RE-SEED ALL DISTURBED AREAS.

9. THE CONTRACTOR(S) MUST STAY INSIDE APPROVED LIMITS OF CONSTRUCTION AT ALL TIMES. THE COR

MUST APPROVE ANY WORK NECESSARY OUTSIDE THE LIMITS OF CONSTRUCTION AND, AT THE

DISCRETION OF THE COR, ADDITIONAL EROSION/SEDIMENTATION CONTROLS MAY BE REQUIRED. REFER

TO CIVIL PLANS FOR LIMITS OF CONSTRUCTION.

10. ALL CONSTRUCTION TRAFFIC MUST ENTER/EXIT THE SITE THROUGH THE APPROVED VEHICLE-TRACKING

PAD. ADDITIONAL STABILIZED CONSTRUCTION ENTRANCES MAY BE ADDED WITH THE AUTHORIZATION

FROM THE COR.

11. THE CONTRACTOR IS RESPONSIBLE FOR CLEANUP OF SEDIMENT OR CONSTRUCTION DEBRIS TRACKED

ON TO AREA STREETS. STREETS ARE TO BE KEPT CLEAN THROUGHOUT BUILD-OUT AND WILL BE

CLEANED, WITH A STREET CLEANER (NOT A STREET SWEEPER), AT FIRST NOTICE OF ACCIDENTAL

TRACKING OR AT THE DISCRETION OF THE COR. THE COR RESERVES THE RIGHT TO REQUIRE

ADDITIONAL MEASURES TO ENSURE AREA STREETS ARE KEPT FREE OF SEDIMENT AND/OR

CONSTRUCTION DEBRIS.

12. APPROVED EROSION AND SEDIMENT CONTROL "BEST MANAGEMENT PRACTICES" (BMPS) SHALL BE

MAINTAINED AND KEPT IN GOOD REPAIR FOR THE DURATION OF THIS PROJECT. AT A MINIMUM, THE

CONTRACTOR OR HIS AGENT SHALL INSPECT ALL BMPS WEEKLY, AFTER ALL SIGNIFICANT PRECIPITATION

EVENTS OR AT THE DISCRETION OF THE COR. ALL NECESSARY MAINTENANCE AND REPAIR ACTIVITIES

SHALL BE COMPLETED WITHIN TWENTY-FOUR (24) HOURS AFTER DIRECTED BY THE COR. ACCUMULATED

SEDIMENT OR CONSTRUCTION DEBRIS SHALL BE REMOVED WEEKLY FROM ALL BMPS, OR AT ANY TIME

THAT SEDIMENT OR CONSTRUCTION DEBRIS ADVERSELY IMPACTS THE FUNCTION OF THE BMPS.

13. STOCKPILE TOPSOIL TO THE GREATEST EXTENT PRACTICABLE ON SITE (WITHIN "LIMITS OF

CONSTRUCTION") FOR USE ON AREAS TO BE RE-VEGETATED. PLACE STOCKPILES IN A LOCATION

APPROVED BY THE COR AND PROTECTED FROM EROSIVE ELEMENTS USING MEASURES SPECIFIED IN THE

EROSION CONTROL PLAN.

14. PERMANENT SOIL EROSION CONTROL MEASURES WILL INCLUDE PAVEMENT SURFACING AND PERMANENT

LANDSCAPING. THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR ANY AND ALL DAMAGE TO

OTHER PROPERTIES RELATED TO FAILURE TO CONTROL EROSION FROM THIS PROJECT.

15. THE APPROVED EROSION CONTROL PLAN MAY REQUIRE CHANGES OR ALTERATIONS AFTER APPROVAL

TO MEET CHANGING SITE OR PROJECT CONDITIONS OR TO ADDRESS INEFFICIENCIES IN DESIGN OR

INSTALLATION. THE COR SHALL APPROVE CHANGES PROPOSED BY THE CONTRACTOR.

16. ALL SWALES AND ROADSIDE DITCHES SHALL NOT EXCEED THREE (3) PERCENT. SLOPES GREATER THAN

THREE (3) PERCENT WILL REQUIRE APPROVAL OF THE COR AND WILL REQUIRE ADEQUATE EROSION

PROTECTION.

17. ALL SLOPES GREATER THAN 3:1 WILL REQUIRE ADEQUATE EROSION PROTECTION.

18. NATURAL VEGETATION SHALL BE RETAINED AND PROTECTED WHEREVER POSSIBLE. EXPOSURE OF SOIL

TO EROSION BY REMOVAL OR DISTURBANCE OF VEGETATION SHALL BE LIMITED TO THE AREA REQUIRED

FOR IMMEDIATE CONSTRUCTION OPERATIONS AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME.

19. REPAIR ANY SETTLEMENT OR SOIL ACCUMULATIONS BEYOND THE LIMITS OF CONSTRUCTION DUE TO

GRADING OR EROSION IMMEDIATELY. REMEDIATE ANY ADVERSE IMPACTS TO ADJACENT WATERWAYS, WETLANDS, PROPERTIES, ETC. RESULTING FROM WORK DONE AS PART OF THIS PROJECT.

20. A WATER SOURCE WILL BE AVAILABLE ON SITE DURING EARTHWORK OPERATIONS AND UTILIZED AS

REQUIRED TO MINIMIZE DUST FROM EARTHWORK EQUIPMENT AND WIND.

21. SOILS THAT WILL BE STOCKPILED FOR MORE THAN THIRTY (30) DAYS SHALL BE MULCHED AND SEEDED

WITH A TEMPORARY OR PERMANENT GRASS COVER WITHIN FOURTEEN (14) DAYS OF STOCKPILE

CONSTRUCTION. NO STOCKPILES SHOULD BE WITHIN ONE HUNDRED (100) FEET OF ANY DRAINAGE WAY

UNLESS APPROVED BY THE COR.

22. THE CONTRACTOR MUST KEEP ALL POLLUTANTS, INCLUDING SEDIMENT, CONSTRUCTION DEBRIS, AND

TRENCH BACKFILL MATERIALS FROM ENTERING THE STORM SEWER SYSTEM. IN ADDITION, ALL SPILLS

INCLUDING, BUT NOT LIMITED TO, PETROLEUM PRODUCTS, SOLVENTS, AND CEMENT SHALL BE CLEANED

UP IMMEDIATELY. THE COR SHALL BE NOTIFIED IMMEDIATELY IF POSSIBLE, BUT NO LATER THAN WITHIN

TWENTY-FOUR (24) HOURS OF ANY SPILL OF TWENTY-FIVE GALLONS OR LARGER.

23. ALL WORK ON SITE SHALL STAY A MINIMUM OF ONE HUNDRED (100) FEET AWAY FROM ANY DRAINAGE

WAY, WETLAND, ETC.. UNLESS OTHERWISE NOTED ON AN APPROVED PLAN SHEET.

24. THE CONTRACTOR SHALL ENSURE THAT ALL LOADS OF CUT AND FILL MATERIAL IMPORTED TO OR

EXPORTED FROM THE SITE SHALL BE PROPERLY COVERED TO PREVENT LOSS OF THE MATERIAL DURING

TRANSPORT ON PUBLIC RIGHT-OF-WAY.

25. THE COR MUST BE NOTIFIED, A MINIMUM OF TWENTY-FOUR (24) HOURS PRIOR TO THE MATERIAL BEING

EXPORTED FROM THE SITE, OF THE LOCATION AND PERMIT NUMBERS OF BOTH THE EXPORTING AND

IMPORTING SITE.

26. THE USE OF REBAR, STEEL STAKES, OR STEEL FENCE FOR STAKING DOWN STRAW OR HAY BALES OR TO

SUPPORT SILT FENCING USED AS AN EROSION CONTROL MEASURE, IS PROHIBITED.

27. MODIFICATION OR TERMINATION OF AN ACTIVE EROSION AND SEDIMENT CONTROL PERMIT UPON

COMPLETION OF THE PROJECT REQUIRES NOTIFICATION AND APPROVAL BY THE COR.

28. THE CLEANING OF CONCRETE DELIVERY TRUCK CHUTES IS RESTRICTED TO APPROVED LOCATIONS ON

THE JOB SITE AS APPROVED BY COR. THE DISCHARGE OF WATER CONTAINING WASTE CEMENT TO THE

STORM SEWER SYSTEM IS PROHIBITED. ALL CONCRETE WASTE SHALL BE PROPERLY CLEANED UP AND

DISPOSED OF AT AN APPROPRIATE LOCATION.

29. PRIOR TO ACTUAL CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THE LOCATION OF EXISTING

UTILITIES.

30. ALL DE-WATERING ON SITE SHALL BE COORDINATED WITH THE COR, BE FREE OF SEDIMENT, AND HAVE

ADEQUATE EROSION PROTECTION AT THE POINT OF DISCHARGE.

31. USE BEST MANAGEMENT PRACTICES (BMP) TO MINIMIZE FUGITIVE DUST. OPACITY SHALL NOT EXCEED 20

PERCENT.

32. REQUIREMENTS IN THE PROJECT STORM WATER POLLUTION PREVENTION PLAN (SWPPP) SHALL TAKE

PRECEDENCE WHEN CONFLICTS WITH THIS PLAN OCCUR.

SANITARY SEWER CONSTRUCTION GENERAL NOTES:

1. NOTIFY VA ENVIRONMENTAL DEPARTMENT PRIOR TO BEGINNING ANY SEPTIC CONSTRUCTION.

2. ALL SEPTIC DRAIN LINES SHALL BE A MINIMUM OF 4" IN DIAMETER. SERVICE LATERALS SHALL BE A MINIMUM

OF 6" DIAMETER (COMMERCIAL).

3. ALL SANITARY SEWER LINES SHALL BE PVC OR SDR 26. IN PLACES WHERE A MINIMUM COVER OF 30" CANNOT

BE MAINTAINED, C-900 GREEN PVC DR-25, CLASS 100, OR CONCRETE ENCASEMENT SHALL BE USED.

4. MINIMUM ALLOWABLE SANITARY SEWER SLOPES ALLOWED ARE:

4" PIPE: 1.0%

6" PIPE: 0.75%

5. PROVIDE DE-WATERING SUFFICIENT TO KEEP ANY WATER ELEVATION A MINIMUM OF 6" BELOW THE MATERIAL

BEING PLACED WITHIN THE AREA OF THE EXCAVATION.

6. PLACE PIPES ON A FIRM FOUNDATION. SOFT OR SPONGY BEDDING FOR PIPES WILL NOT BE ACCEPTED. ANY

UNSUITABLE MATERIAL SHALL BE REMOVED AND REPLACED WITH A DRY, GRANULAR MATERIAL

SATISFACTORY TO THE COR.

7. EXCAVATION AND BACKFILL: THE CONTRACTOR SHALL PROVIDE ADEQUATE SHEETING AND BRACING OF

EXCAVATION WORK OR USE OF TRENCH BOX IN ORDER TO PROVIDE FOR THE SAFETY OF WORKMEN, AS WELL

AS REPRESENTATIVES OF THE VA, THE DESIGN ENGINEER, AND OTHER STAKEHOLDERS.

8. INSTALL METALLIZED FOIL LOCATOR TAPE, OR SIMILAR DEVICE AS MAY BE APPROVED BY THE VA FOR THE

FULL LENGTH OF ALL PVC, DRAINAGE PIPES AND AS DETERMINED BY THE VA. THIS PIPE LOCATOR SHALL BE

INSTALLED 15" BELOW FINISHED GRADE OR AS DIRECTED BY THE MANUFACTURER.

9. SCARIFY AND LIGHTLY COMPACT 8" OF SOIL BELOW THE ENTIRE DRAIN FIELD BEFORE ADDING DRAIN ROCK.

10.SEPTIC CLEAN OUT LID RIMS SHALL MATCH FLUSH WITH THE FINISH GRADE ELEVATION IN PAVED AREAS;

MINIMUM OF 0.2 FEET ABOVE GRADE IN UNPAVED AREAS.

11.PLACE GEOTEXTILE FABRIC AT THE BOTTOM, ALONG ALL FOUR SIDES AND OVER THE TOP OF THE DRAIN

ROCK.

12.SANITARY LINES BETWEEN BUILDING AND SEPTIC ARE TO HAVE FOUR INCH MINIMUM CLEANOUTS AS

ILLUSTRATED IN THE DESIGN DOCUMENTS.

GENERAL CIVIL NOTES

1. THE CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING LINE AND GRADE IN CONFORMANCE WITH THE

INFORMATION SHOWN ON THE PLANS FOR ALL FACILITIES TO BE CONSTRUCTED. THIS INCLUDES

RESTORING TO THEIR ORIGINAL LINE AND GRADE ALL SITE IMPROVEMENTS THAT ARE REMOVED AND

REPLACED AS PART OF THIS PROJECT. THE COR MAY, FROM TIME TO TIME, CHECK THE LINE AND GRADE OF

COMPLETED SECTIONS OF THE WORK OR SECTION OF THE WORK IN PROGRESS. THIS, HOWEVER, IN NO

WAY RELIEVES THE CONTRACTOR OF HIS RESPONSIBILITY IN ESTABLISHING THE LINE AND GRADE OF THE

WORK IN CONFORMANCE WITH THE PLANS.

2. EXISTING INFORMATION SHOWN ON THE DRAWINGS HAS BEEN TAKEN FROM OWNER FURNISHED DRAWINGS

AND LIMITED FIELD OBSERVATIONS. AES GROUP, INC. IS NOT RESPONSIBLE FOR THE ACCURACY OF ANY

OWNER-PROVIDED INFORMATION OR THE ADEQUACY, SAFETY, AND CONFORMANCE TO CURRENT

PREVAILING CODES OF ANY WORK SHOWN AS EXISTING ON THESE DRAWINGS.

3. EXISTING UTILITIES SHOWN ARE BASED ON THE BEST INFORMATION AVAILABLE TO THE ENGINEER. PRIOR

TO EXCAVATING, THE CONTRACTOR SHALL FIELD LOCATE (INCLUDING DEPTH) BY POT-HOLING ALL EXISTING

UTILITIES WHICH MAY CONFLICT WITH THE PROPOSED CONSTRUCTION. FIBER OPTIC AND BURIED PHONE

LINES SHALL BE EXPOSED BY POT-HOLING.

4. CONTRACTOR IS RESPONSIBLE TO LOCATE ALL IRRIGATION LINES, PROTECT FROM DAMAGE, AND CERTIFY

THE REPAIR OF ALL DAMAGED PARTS OF THE IRRIGATION SYSTEM.

5. THE CONTRACTOR SHALL PROVIDE THE OWNER AND ENGINEER WITH A FIELD SHEET INDICATING THE

LOCATION AND DEPTH OF ALL UTILITIES VERIFIED BY POT-HOLING WITHIN 2 BUSINESS DAYS OF COMPLETING

THE POT-HOLING AND PRIOR TO COMMENCING WORK IN THE VICINITY OF UTILITIES VERIFIED BY

POT-HOLING.

6. WHEN THE CONTRACTOR DISCOVERS ANY CONFLICT BETWEEN THE DESIGN LOCATION OF WORK UNDER

THIS CONTRACT AND AN EXISTING UTILITY HE SHALL NOTIFY THE COR IMMEDIATELY.

7. IF THE CONTRACTOR ENCOUNTERS ANY UNDOCUMENTED LINES, THE CONTRACTOR SHALL IMMEDIATELY

STOP WORK IN THE AREA OF THE LINE AND NOTIFY THE COR SO THAT ANY CONFLICTS CAN BE MITIGATED.

8. ALL EXISTING UTILITIES SHALL BE PROTECTED FROM DAMAGE BY THE CONTRACTOR. THE CONTRACTOR IS

SOLELY RESPONSIBLE FOR THE REPAIR OF DAMAGE TO UTILITIES SHOWN HEREIN AT HIS OWN EXPENSE.

9. ADJACENT LANDSCAPE AND STRUCTURES SHALL BE PROTECTED FROM DAMAGE BY THE CONTRACTOR.

CONTRACTOR SHALL CORRECT OR RESTORE SUCH DAMAGE AT CONTRACTOR'S EXPENSE.

10. TREE ROOTS ENCOUNTERED IN ANY EXCAVATION SHALL BE SAWED OFF AT THE SIDES OF THE EXCAVATION.

11. CONTRACTOR SHALL MINIMIZE CONSTRUCTION RELATED MUD AND DEBRIS ON SURFACES ADJACENT TO THE

PROJECT SITE SUCH AS LANDSCAPE, STREETS, DRIVES, AND SIDEWALKS. (BY BEST MANAGEMENT

PRACTICES)

12. EQUIPMENT AND MATERIALS NOT INCORPORATED IN PROJECT SCOPE SHALL NOT BE STORED OR STOCKED

ON SITE. (UNLESS WRITTEN PERMISSION IS RECEIVED FROM VA)

13. TRENCHES AND OPEN EXCAVATIONS SHALL BE APPROPRIATELY MARKED AND PROTECTED BY THE

CONTRACTOR. NO TRENCHES OR EXCAVATIONS SHALL REMAIN UNPROTECTED OVERNIGHT. CONTRACTOR

SHALL PROVIDE PROTECTION SUFFICIENT TO MAINTAIN PUBLIC SAFETY, IN ACCORDANCE WITH THE VA AND

OSHA REGULATIONS. (FENCES, BARRICADES, LIGHTS)

14. UTILITY TRENCHES SHALL BE SHORED IN ACCORDANCE WITH OSHA 29 CFR PART 1926.

15. CONTRACTOR IS RESPONSIBLE FOR CONTROL OF EROSION OF ALL AREAS OF CONSTRUCTION THROUGH

THE USE OF SILT FENCE, STRAW BALE BARRIERS, GRAVEL SOCKS, ETC. (BMP)

16. THE CONTRACTOR SHALL ADHERE TO THE NOISE ORDINANCE OF THE VA.

17. THE CONTRACTOR SHALL ADHERE TO THE VA'S REQUIREMENTS FOR CONSTRUCTION PARKING AND SHALL

REQUIRE THAT THEIR EMPLOYEES AND ALL SUB-TRADE EMPLOYEES PARK ONLY IN DESIGNATED AREA(S).

THE COR WILL ADVISE THE CONTRACTOR OF THESE AREAS.

18. THE CONTRACTOR SHALL ADHERE TO THE VA'S CONSTRUCTION RULES OF CONDUCT IF SUCH EXISTS. A

COPY OF WHICH IS AVAILABLE FROM THE COR.

19. CONTRACTOR IS REQUIRED TO GRADE AND REPAIR ALL STREET CUTS DAILY UNTIL REPAIRS ARE PAVED. ALL

STREET CROSSINGS MUST BE REPAIRED WITHIN 10 DAYS OF LINE CERTIFICATION TESTING. WITH SPEC

APPROVED GRAVEL BASE COURSE AND A MINIMUM OF 3” THICK COMPACT HOT MIX ASPHALT.

20. DURING EXCAVATION WORK, UPON THE DISCOVERY OF ANY POSSIBLE ARCHEOLOGICAL, HISTORICAL, AND/OR CULTURAL RESOURCES; IMMEDIATELY STOP WORK AND NOTIFY THE COR VERBALLY AND THEN

WITH A WRITTEN FOLLOW UP.

O f f i c i l i t i e s

Drawing Title: Project:

Approved Facilities Manager:

Approved Medical Center Director:

Building Number: Checked by: Drawn by:

Date:

Project No.:

Drawing No.:

Dwg of

U.

S.

D ep ar tm en t o f Ve te ra ns A ffa irs

V.A. MEDICAL CENTER 500 N. HWY 89

PRESCOTT, AZ 86313

(928) 445-4860

Revision Date

RENOVATE HISTORIC

BUILDINGS 19, 20, & 42

BID DOCUMENTS

649-18-106

03/29/2019

19, 20, & 42

CIVIL GENERAL NOTES

ALK RID

C-001

ABC AGGREGATE BASE COURSE

AC ASPHALTIC CONCRETE

ACI AMERICAN CONCRETE INSTITUTE

ACP ASPHALTIC CONCRETE PAVING

ADA AMERICANS WITH DISABILITIES ACT

AGGR AGGREGATE

AHJ AUTHORITY HAVING JURISDICTION

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

AISI AMERICAN IRON & STEEL INSTITUTE

ALUM ALUMINUM

ALNMT ALIGNMENT

ALT ALTERNATE

AMT AMOUNT

APPROX APPROXIMATE

APPX APPENDIX

ARCH ARCHITECT(URAL)

ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS

ASPH ASPHALT

ASSY ASSEMBLY

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

AVE AVENUE

AWG AMERICAN WIRE GAGE

AWS AMERICAN WELDING SOCIETY

AWWA AMERICAN WATER WORKS ASSOCIATION

B&F BELL AND FLANGE

B&S BELL AND SPIGOT

BC BACK OF CURB

BCV BUTTERFLY CHECK VALVE

BDRY BOUNDARY

BFP BACKFLOW PREVENTER

BFV BUTTERFLY VALVE

BITUM BITUMINOUS

BKGD BACKGROUND

BL BASE LINE

BLDG BUILDING

BLVD BOULEVARD

BM BENCHMARK

BMP BEST MANAGEMENT PRACTICE

BOT BOTTOM

BV BALL VALVE

CAP CAPACITY

CB CATCH BASIN

CD CONSTRUCTION DOCUMENTS

CF CUBIC FOOT/CONTRACTOR FURNISHED

CFM CUBIC FEET PER MINUTE

CFS CUBIC FEET PER SECOND

CHFR CHAMFER

CHK CHECK

CHKV CHECK VALVE

CI CURB INLET; CAST IRON

CIP CAST IRON PIPE

CIR CIRCLE

CJ CONSTRUCTION JOINT; CONTROL JOINT

CL CENTERLINE; CLASS; CLOSE

CLL CONTRACT LIMIT LINE

CLR CLEAR(ANCE)

CM CENTIMETER

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CNCL CONCEALED

CO CLEANOUT, CONTRACTING OFFICER

COMM COMMUNICATION

CONC CONCENTRIC; CONCRETE

CONT CONTINUED; CONTINUATION; CONTROL

COORD COORDINATE

COR CONTRACTING OFFICER'S REPRESENTATIVE

COV COVER; CUT OFF VALVE

CPLG COUPLING

CRCMF CIRCUMFERENCE

CRN CROWN

CRSI CONCRETE REINFORCING STEEL INSTITUTE

CSB CONCRETE SPLASH BLOCK

CSI CONSTRUCTION SPECIFICATIONS INSTITUTE

CSTL CAST STEEL

CTR CENTER; CONTOUR

CTV CABLE TELEVISION

CU COPPER; CUBIC

CU FT CUBIC FEET

CU IN CUBIC INCH

CU YD CUBIC YARD

CV CONTROL VALVE

CWA CONCRETE WASH-OUT AREA

CY CUBIC YARD

D PENNY (NAILS, ETC.)

DAT DATUM

DBL DOUBLE

DEG DEGREE

DEMO DEMOLITION

DEPT DEPARTMENT

DESCR DESCRIPTION

DET DETAIL

DEV DEVELOPMENT

DI DROP INLET/DUCTILE IRON

DIA(Ø) DIAMETER

DIAG DIAGONAL

DIP DUCTILE IRON PIPE

DIST DISTANCE

DIV DIVISION

DN DOWN

DOC DOCUMENT

DOM DOMESTIC

DOMW DOMESTIC WATER

DOZ DOZEN

DS DOWNSPOUT

DWG DRAWING

E EAST

EA EACH

EC EDGE OF CURB

ELEV ELEVATION

EJ EXPANSION JOINT

ELEC ELECTRIC(AL)

EMER EMERGENCY

EOS EDGE OF SLAB

EPA ENVIRONMENTAL PROTECTION AGENCY

EQ EQUAL

EQUIP EQUIPMENT

EQUIV EQUIVALENT

ES EDGE OF SHOULDER

ESMT EASEMENT

EST ESTIMATE

EW EACH WAY

EXCL EXCLUDE

EXIST EXISTING

EXP EXPOSED; EXPANSION

EXST GR EXISTING GRADE

EXT EXTERIOR

F FAHRENHEIT; FEMALE; FIRE LINE

FF FINISHED FLOOR ELEVATION

FH FIRE HYDRANT

FIG FIGURE

FIL FILLET

FIN FINISH

FLG FLANGE

FLL FLOW LINE

FLRD FLARED

FLTR FILTER

FN FENCE

FND FOUNDATION

FOC FACE OF CONCRETE; FACE OF CURB

FPM FEET PER MINUTE

FPS FEET PER SECOND

FT FOOT; FEET

FTG FOOTING

G GROUND; NATURAL GAS

GA GAGE, GAUGE

GAL GALLON

GALV GALVANIZED

GC GENERAL CONTRACTOR

GCO GRADE CLEANOUT

GDR GUARD RAIL

GIP GALVANIZED IRON PIPE

GL GROUND LEVEL; GLASS; GLAZING

GOVT GOVERNMENT

GPD GALLONS PER DAY

GRND GROUND

GTV GATE VALVE

GUT GUTTER

HAZ MAT HAZARDOUS MATERIALS

HB HOSE BIBB

HC HANDICAP

HDPE HIGH DENSITY POLYETHYLENE

HDW HARDWARE

HDWL HEADWALL

HORZ HORIZONTAL

HT HEIGHT

HWY HIGHWAY

HYD HYDRANT

HYDR HYDRAULIC

ID INSIDE DIAMETER; INSIDE DIMENSION

IMH INLET MANHOLE

IN INCH; INCHES (“)

INC INCORPORATED

INCL INCLUDED

INSUL INSULATION/INSULATE(D)(ING)

INV INVERT

INV ELEV INVERT ELEVATION

IP IRON PIPE

IRREG IRREGULAR

ISO ISOMETRIC

IW IRRIGATION WATER

JAN JANITOR

JT JOINT

K KIP (1,000 LB.)

KWY KEYWAY

L ANGLE

LAT LATITUDE

LDR LADDER

LB POUND

LF LINEAR FEET (FOOT)

LG LENGTH / LONG

LIN LINEAR

LOC LOCATION

LONG LONGITUDE

LOS LINE OF SIGHT

LPT LOW POINT

LS LUMP SUM

LW CONC LIGHTWEIGHT CONCRETE

M METER(S)

MAINT MAINTENANCE

MATL MATERIAL

MAX MAXIMUM

MED MEDIUM

MER MERIDIAN

MFG MANUFACTURING

MFR MANUFACTURE(R)

MGT MANAGEMENT

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

ML MATERIALS LIST

MM MILLIMETER

MN MAGNETIC NORTH

MO MASONRY OPENING; MOTOR OPERATED

MON MONUMENT

MUNIC MUNICIPAL

MUTCD MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES

N NORTH

N&D NAIL AND DISK

NA NOT APPLICABLE

NAT NATURAL

NATL NATIONAL

N NORTH

NIC NOT IN CONTRACT

NO NORMALLY OPEN

NOM NOMINAL

NTP NOTICE TO PROCEED

NTS NOT TO SCALE

OC ON CENTER

OCB OIL CIRCUIT BREAKER

OD OUTSIDE DIAMETER

OFD OVERFLOW DRAIN

OPP OPPOSITE

ORIG ORIGINAL

OVHD OVERHEAD

OZ OUNCE

P PUMP

PA PUBLIC ADDRESS; PIPE ANCHOR

PAR PARALLEL

PAT PATTERN

PB PULL BOX

PC POINT OF CURVE

PCA PORTLAND CEMENT ASSOCIATION

PCC PORTLAND CEMENT CONCRETE; PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PCT PERCENT

PERF PERFORATED

PERIM PERIMETER

PI POINT OF INTERSECTION

PIV POST INDICATOR VALVE

PL PLATE; PROPERTY LINE

POC POINT OF CURVATURE

POI POINT OF INTERSECTION

POLY POLYETHYLENE (PLASTIC)

POT POINT OF TANGENCY

PR PAIR

PRCST PRECAST

PREFMD PREFORMED

PRELIM PRELIMINARY

PREV PREVIOUS

PRKG PARKING

PROP PROPERTY

PRV PRESSURE RELIEF VALVE

PS CONC PRESTRESSED CONCRETE

PSF POUNDS PER SQUARE FEET

PSI POUNDS PER SQUARE INCH

PSL PIPE SLEEVE

PT POST TENSIONED

PV PAVED

PVC POLYVINYL CHLORIDE (PLASTIC)

PVMT PAVEMENT

QTR QUARTER

QTY QUANTITY

QUAD QUADRANT

RAD RADIUS; RADIAN

RC REINFORCED CONCRETE

RCB REINFORCED CONCRETE BOX

RCP REINFORCED CONCRETE PIPE

RDC REDUCER

REBAR REINFORCING STEEL BARS

REIN REINFORCE(D)(ING)

REF REFERENCE

REQD REQUIRED

ROW RIGHT OF WAY

RT RIGHT

RRB REINFORCED ROCK BERM

RW ROADWAY

S SOUTH

SAN SANITARY

SB SPLASH BLOCK

SCH SCHEDULE

SD STORM DRAIN

SDL SADDLE

SDMH STORM DRAIN MANHOLE

SECT SECTION

SEW SEWER

SHT SHEET

SIM SIMILAR

SPEC SPECIFICATION

SQ SQUARE

SQ FT SQUARE FOOT; SQUARE FEET

SS SANITARY SEWER

SSA STABILIZED STAGING AREA

STM STORM

STD STANDARD

STL STEEL

STRUC STRUCTURAL

T&G TONGUE AND GROOVE

TBC TOP BACK OF CURB

TEL TELEPHONE

THRU THROUGH

TOC TOP OF CONCRETE

TOS TOP OF STEEL/TOP OF SLAB

TOW TOP OF WALL

TYP TYPICAL

UG UNDERGROUND

UL UNDERWRITERS' LABORATORIES, INC.

UNO UNLESS NOTED OTHERWISE

VCP VITRIFIED CLAY PIPE

VENT VENTILATE

VERT VERTICAL

VIT VITREOUS

VC VERTICAL CURVE

VOL VOLUME

VPT VERTICAL POINT OF TANGENCY

VPI VERTICAL POINT OF INTERSECTION

VPC VERTICAL POINT OF CURVATURE

VTC VEHICLE TRACING CONTROL

W WEST / WIDTH / WIDE / WATT

W/ WITH

W/O WITHOUT

WP WEATHERPROOF

WT WEIGHT

WTR WATER

WWF WELDED WIRE FABRIC

XFMR TRANSFORMER

XPAN CROSS PAN

XSECT CROSS SECTION

YD YARD

LINETYPE LEGEND

CABLE, COAXIAL - EXISTING

CABLE, COAXIAL

CABLE, FIBER OPTIC - EXISTING

CABLE, FIBER OPTIC

DOMESTIC WATER - EXISTING

DOMESTIC WATER

DRAINAGE BASIN BOUNDARY

ELECTRICAL, OVERHEAD - EXISTING

ELECTRICAL, OVERHEAD

ELECTRICAL, UNDERGROUND - EXISTING

ELECTRICAL, UNDERGROUND

FENCE

FLOWLINE

LIMITS OF CONSTRUCTION

NATURAL GAS - EXISTING

NATURAL GAS

SANITARY SEWER - EXISTING

SANITARY SEWER

STORM SEWER - EXISTING

STORM SEWER

MAJOR CONTOUR - EXISTING

MAJOR CONTOUR

MINOR CONTOUR - EXISTING

MINOR CONTOUR

PROPERTY LINE

PROPERTY SETBACK/EASMENT

TELECOM, OVERHEAD - EXISTING

TELECOM, OVERHEAD

TELECOM, UNDERGROUND - EXISTING

TELECOM, UNDERGROUND

CONTOUR LABEL - EXISTING

CONTOUR LABEL

W

SYMBOL LEGEND

BENCHMARK/ELEVATION

FIRE HYDRANT

CLEAN OUT

HANDICAP PARKING

IRRIGATION CONTROL BOX

LIGHT POLE

MANHOLE, ELECTRIC

MANHOLE, SANITARY SEWER

MANHOLE, STORM SEWER

MANHOLE, WATER

METER, ELECTRIC

METER, GAS

METER, WATER

PANEL POINT

POWER POLE

PUMP/ WELL HEAD

TREE, CONIFEROUS

TREE, DECIDUOUS

VALVE, BUTTERFLY

VALVE, GATE

WELL

E

S

D

W

SYMBOL LEGEND

ASPHALT

CONCRETE

FLOODPLAIN

FLOODWAY

GRAVEL

SOIL, DISTURBED

SOIL, UNDISTURBED

WETLANDS

SF

EROSION CONTROL BMP LEGEND

CD CHECK DAM

CS CURB SOCK

CWA CONCRETE WASHOUT AREA

IP INLET PROTECTION

RRC RRB FOR CULVERT PROTECTION

ST SEDIMENT TRAP

SF SILT FENCE

SSA STABILIZED STAGING AREA

VTC VEHICLE TRACKING CONTROL

E

G

SAN

STM

x

GAS

GAS

x

SAN

x

WTR

x

WTR

STM

X X

EO

x

EO

EU

x

EU

FO

FO

x

CTV

CTV

x

TELO

x

TELO

TELU

x

TELU

O f f i c i l i t i e s

Drawing Title: Project:

Approved Facilities Manager:

Approved Medical Center Director:

Building Number: Checked by: Drawn by:

Date:

Project No.:

Drawing No.:

Dwg of

U.

S.

D ep ar tm en t o f Ve te ra ns A ffa irs

V.A. MEDICAL CENTER 500 N. HWY 89

PRESCOTT, AZ 86313

(928) 445-4860

Revision Date

RENOVATE HISTORIC

BUILDINGS 19, 20, & 42

BID DOCUMENTS

649-18-106

03/29/2019

N

19, 20, & 42

CIVIL LEGEND AND

ABBREVIATIONS

ALK RID

C-002

CONCRETE

GENERATOR

P

A

V

E

M

E

N

T

4" ROOF

ELEVATED TO FINISH FLOOR

COPPER PIPE

FROM BASEMENT

CONCRETE WALKWAY

ELEVATION

ELEVATED TO FINISH FLOOR

CONCRETE WALKWAY

± 4.4' BELOW FFE

TRANS PAD

ELEVATED TO FINISH FLOOR

ELEVATION

ELEVATED TO FINISH FLOOR

ELEVATION

FFE: 5307.51'

BUILDING 42

LID

P

A

V

E

M

E

A

V E

M

E

L

D

S

C

A

R

O

K

TELEPHONE

EMERGENCY

CONCRETE

STAIRS

STAIRS

METAL

STAIRS

SERVICE BOX

CURB

METAL

EDGE OF PAVEMENT

FACE OF

CURB

P

A

V

E

M

E

T

U

R

A

L

G

R

O

U

ROOF

DRAIN

CONCRETE

CONNEX

CONNEX

TELEPHONE

METAL LIDS

ELEVATED TO FINISH FLOOR

ELEVATION

ELEVATED TO FINISH FLOOR

ELEVATION

CONCRETE

ELEVATED TO FINISH FLOOR

ELEVATION

CONCRETE VAULT

CONCRETE

P

A

V

E

M

E

V

E

M

E

V

E

M

E

A

A

A

A

N

C

R

E

STAIRS

METAL

P

A

V

E

M

E

A

CURB

EDGE OF PAVEMENT

NATURAL GROUND

STAIRS

FACE OF

CURB

FACE OF

CURB

FACE OF

CURB

FACE OF

N A

T U

R A

L G

R O

U

V E

M

E

T

U

R

G

O

U

BUILDING 19

CONNEX

3 HVAC UNITS

FFE: 5315.51'

BUILDING 20

FFE: 5312.93

CONNEX

DRAIN

CONCRETE WALKWAY

ELEVATION

CONCRETE WALKWAY

BASEMENT WINDOW SILL

CONCRETE WALKWAY

CONCRETE WALKWAY

CONCRETE WALKWAY

CONCRETE

CONCRETE

P

A

V

E

M

E

V

E

M

E

V

E

M

E

V

E

M

E

A

A

N

C

R

E

WOODEN

EDGE OF PAVEMENT

FACE OF

FACE OF

CURB

EDGE OF PAVEMENT

N

A

T

U

R

O

U

STAIRS

SF

214 LF

CWA

SSA

SF

VTC

SF

CS

CS

CS

1. BMPs SHOWN ARE A MINIMUM. ADDITIONAL BMPs MAY BE REQUIRED TO

COMPLY WITH PERMITS.

2. SILT FENCE LOCATION IS APPROXIMATE. VERIFY CORRECT LOCATION

FOR MAXIMUM EFFECTIVENESS AND TO AVOID CONFLICTS WITH WORK

ACTIVITIES AND OTHER OBSTRUCTIONS.

3. MAINTAIN BMPs UNTIL THE COR DETERMINES THEY ARE NO LONGER

REQUIRED FOR SEDIMENT/EROSION CONTROL.

4. PROVIDE VEHICLE TRACKING CONTROLS AS NEEDED TO CONTROL

MUD FROM BEING TRACKED OUT OF THE CONSTRUCTION AREAS

WHEREVER REQUIRED IN ADDITION TO THE LAY DOWN/STAGING

AREAS.

5. REFER TO DETAIL SHEET CE501 FOR NOTES AND INSTALLATION

INSTRUCTIONS.

6. LOCATE CONCRETE WASHOUT AREAS PER VA. ECO-PANS OR SIMILAR

TEMPORARY CATCHMENTS PERMITTED UPON REVIEW.

GENERAL NOTES

EROSION CONTROL BMP LEGEND

CD CHECK DAM

CF CONSTRUCTION FENCE

CRS CONSTRUCTION ROAD STABILIZATION

CS CURB SOCK

CWA CONCRETE WASHOUT AREA

IP INLET PROTECTION

RRC RRB FOR CULVERT PROTECTION

ST SEDIMENT TRAP

SF SILT FENCE

SSA STABILIZED STAGING AREA

VTC VEHICLE TRACKING CONTROL

WR WASH RACK

NO.

O f f i c i l i t i e s

Drawing Title: Project:

Approved Facilities Manager:

Approved Medical Center Director:

Building Number: Checked by: Drawn by:

Date:

Project No.:

Drawing No.:

Dwg of

U.

S.

D ep ar tm en t o f Ve te ra ns A ffa irs

V.A. MEDICAL CENTER 500 N. HWY 89

PRESCOTT, AZ 86313

(928) 445-4860

Revision Date

RENOVATE HISTORIC

BUILDINGS 19, 20, & 42

BID DOCUMENTS

649-18-106

03/29/2019

19, 20, & 42

SEDIMENT CONTROL

PLAN

ALK RID

CE100

N

0' 40'20'

SCALE: 1" = 20'

P

A

V

E

M

E

ELEVATED TO FINISH FLOOR

COPPER PIPE

FROM BASEMENT

CONCRETE WALKWAY

ELEVATION

ELEVATED TO FINISH FLOOR

CONCRETE WALKWAY

± 4.4' BELOW FFE

TRANS PAD

ELEVATED TO FINISH FLOOR

ELEVATION

ELEVATED TO FINISH FLOOR

ELEVATION

FFE: 5307.51'

BUILDING 42

LID

P

A

V

E

M

E

V E

M

E

STAIRS

METAL

STAIRS

SERVICE BOX

CURB

METAL

EDGE OF PAVEMENT

P

A

V

E

M

E

T

U

R

A

L

G

R

O

U

CONCRETE

CONNEX

CONNEX

TELEPHONE

METAL LIDS

ELEVATED TO FINISH FLOOR

ELEVATION

ELEVATED TO FINISH FLOOR

ELEVATION

CONCRETE

ELEVATED TO FINISH FLOOR

ELEVATION

CONCRETE VAULT

CONCRETE

P

A

V

E

M

E

V

E

M

E

V

E

M

E

A

A

A

A

N

C

R

E

P

A

V

E

M

E

A

NATURAL GROUND

STAIRS

FACE OF

CURB

FACE OF

CURB

FACE OF

N A

T U

R A

L G

R O

U

T

U

R

O

U

CONDUIT

BUILDING 19

CONNEX

3 HVAC UNITS

FFE: 5315.51'

BUILDING 20

FFE: 5312.93

CONNEX

DRAIN

CONCRETE WALKWAY

ELEVATION

CONCRETE WALKWAY

BASEMENT WINDOW SILL

CONCRETE WALKWAY

CONCRETE WALKWAY

CONCRETE WALKWAY

CONCRETE

P

A

V

E

M

E

V

E

M

E

V

E

M

E

V

E

M

E

A

N

C

R

E

EDGE OF PAVEMENT

FACE OF

FACE OF

CURB

EDGE OF PAVEMENT

N

A

T

U

R

O

U

STAIRS

REMOVE EXISTING SIDEWALK

191 SF

REMOVE EXISTING SIDEWALK

99 SF

REMOVE EXISTING SIDEWALK

65 SF

REMOVE EXISTING SIDEWALK

96 SF

REMOVE EXISTING STAIRS

15 SF

REMOVE EXISTING RAMP

199 SF

REMOVE EXISTING SIDEWALK

106 SF

REMOVE CURB AND GUTTER

19 SF

REMOVE EXISTING WINDOW SILL

13 SF

REMOVE EXISTING WINDOW SILL

15 SF

RELOCATE CONNEX

CONTAINERS. LOCATION TBD

BY VA

RELOCATE CONNEX

CONTAINERS. LOCATION TBD

BY VA

RELOCATE CONNEX

CONTAINERS. LOCATION TBD

BY VA

REMOVE TRANSFORMER.

PAD MAY BE REUSED. VERIFY WITH

ELECTRICAL DRAWINGS.

LAMP POST TO REMAIN

REMOVE GENERATOR PAD

REMOVE EXISTING WALKWAYS

AND METAL STAIRS

REMOVE EXISTING WALKWAYS

AND METAL STAIRS

REMOVE EXISTING WALKWAYS

AND METAL STAIRS

O f f i c i l i t i e s

Drawing Title: Project:

Approved Facilities Manager:

Approved Medical Center Director:

Building Number: Checked by: Drawn by:

Date:

Project No.:

Drawing No.:

Dwg of

U.

S.

D ep ar tm en t o f Ve te ra ns A ffa irs

V.A. MEDICAL CENTER 500 N. HWY 89

PRESCOTT, AZ 86313

(928) 445-4860

Revision Date

RENOVATE HISTORIC

BUILDINGS 19, 20, & 42

BID DOCUMENTS

649-18-106

03/29/2019

19, 20, & 42

CIVIL DEMOLITION PLAN

ALK RID

CD100

N

0' 40'20'

SCALE: 1" = 20'

GENERAL NOTES

1. SUBMIT A DEMOLITION PLAN TO THE VA FOR APPROVAL

PRIOR TO STARTING WORK.

2. REMOVE SIDEWALKS AROUND BUILDINGS.

3. UNMARKED UTILITIES MAY EXIST IN AREAS INDICATED TO BE

REMOVED. RETAIN A PRIVATE UTILITY LOCATE SERVICE

PRIOR TO STARTING WORK.

4. THE EXISTING ROADWAY SUBGRADE SHALL BE GRADED TO

MATCH A STRAIGHT LINE BETWEEN THE ORIGINAL GROUND

SURFACES OUTSIDE THE ROADWAY CROSS SECTION.

EXCESS MATERIAL MAY BE USED AS EMBANKMENT FOR

OTHER ROAD CONSTRUCTION INCLUDED IN THIS CONTRACT.

BORROW MATERIAL, IF NEEDED, SHALL BE OBTAINED FROM

THE APPROVED BORROW SOURCE FOR THE PROJECT.

5. PAVEMENT THICKNESS IN REMOVAL AREAS HAS NOT BEEN

DETERMINED.

6. ESTABLISH VEGETATIVE COVER IN ALL DISTURBED AREAS;

UPON COMPLETION OF CONSTRUCTION.

SHEET LEGEND:

AREAS TO BE REMOVED

LIMITS OF CONSTRUCTION

KEY NOTES

1. STEAM AND CONDENSATE BRANCH SERVING BUILDINGS 19,

20, AND 42 TO BE FULLY DECOMISSIONED. DISCONNECT

STEAM SUPPLY AND CONDENSATE RETURN AT THE MAIN

AND CAP AT THE BRANCH CONNECTION INSIDE THE STEAM

VAULT 22. VERIFY LOCATION IN FIELD. ABANDON ADDITIONAL

UNDERGROUND STEAM AND CONDENSATE PIPES IN PLACE.

REMOVE PIPES AS NEEDED AROUND BUILDING PERIMETER

FOR OTHER WORK. PATCH AND SEAL ALL BUILDING WALL

AND FOUNDATION PENETRATIONS.

W

R x

FIRE HYDRANT

E

U x

E

U x

E

U x

E

U x

E

U x

E

U x

E

U x

E

U x

E

U x

F

O x

F

O x

E

U x

C

O

M

U x

E

U x

E

U x

E

U x

E

U x

C

O

M

U x

C

O

M

U x

C

O

M

U x

F O x

F O x

E

U x

CONDUIT

E U x

W

T R x

W

T R x

W

T

R x

W

T

R x

W

T

R x

W

T

R x

C

O

M

U x

C

O

M

U x

W

T

R x

E

U x

E

U x

W

T

R x

W

T

R x

W

T

R x

W

T

R x

W

T

R x

W

T

R x

W

T

R x

E

U x

E

U x

E

U x

E

U x

E

U x

C O

M U x

C

O

M

U x

C

O

M

U x

C

O

M

U x

E

U x

E

U x

E

U x

E

U x

C

O

M

U x

F

O x

W

T

R x

W

T

R x

W

T

R x

E

U x

E

U x

E

U x

W

T

R x

W

T

R x

W

T

R x

E

U x

E

U x

E

U x

E U x

E U x

F

O x

F

O x

F

O x

F

O x

F

O x

W

T

R x

E

U

E

U

E

U

E

U

E

U

E

U

E

U

E

U

W

T

R

W

T

R

S

A

N

W

T

R

W

T

R

S

A

N

S

A

N

E

UE

U

E

U

E

U

E

U

E

U

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

W

T

R

W

T

R w

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S

S

S

S

S

S

S

S

S

S

F

F

F

F

F

F

F

20.00

20.00

T1

7.22

6.54

CU501

CU501

CU501

CU501

CU501

CU501

CU501

O f f i c i l i t i e s

Drawing Title: Project:

Approved Facilities Manager:

Approved Medical Center Director:

Building Number: Checked by: Drawn by:

Date:

Project No.:

Drawing No.:

Dwg of

U.

S.

D ep ar tm en t o f Ve te ra ns A ffa irs

V.A. MEDICAL CENTER 500 N. HWY 89

PRESCOTT, AZ 86313

(928) 445-4860

Revision Date

RENOVATE HISTORIC

BUILDINGS 19, 20, & 42

BID DOCUMENTS

649-18-106

03/29/2019

19, 20, & 42

OVERALL UTILITY PLAN

ALK RID

CU100

N

0' 40'20'

SCALE: 1" = 20'

GENERAL NOTES

1. EXISTING UTILITY INFORMATION WAS COMPILED FROM

MULTIPLE SOURCES WITH LIMITED FIELD VERIFICATION.

2. UTILITY ROUTING IS DIAGRAMMATIC, COORDINATE IN

FIELD.

3. PROVIDE 12" Ø PVC SLEEVES UNDER THE ROADWAY FOR

ALL UTILITIES INDICATED ON THIS PLAN.

4. SEE SHEET ES101 FOR ADDITIONAL ELECTRICAL FEEDER

INFORMATION.

5. SEE SHEET CU501 FOR UTILITY DETAILS.

KEY NOTES

1. GEOTHERMAL LINES AND WELLS. SEE SHEET MS101 FOR

ADDITIONAL INFORMATION.

2. SANITARY SEWER SERVICE CONNECTION, SEE PLUMBING

SHEETS FOR ADDITIONAL INFORMATION.

3. DOMESTIC WATER SERVICE CONNECTION, SEE PLUMBING

SHEETS FOR ADDITIONAL INFORMATION.

4. UNDERGROUND BUILDING FEEDER. SEE SHEET E-601

ONE-LINE DIAGRAM FOR ADDITIONAL INFORMATION.

5. PAD MOUNTED LIQUID FILLED TRANSFORMER. SEE SHEET

E-601 FOR ADDITIONAL INFORMATION.

6. UNDERGROUND FIBER FEEDERS. COORDINATE WITH VA IT

DEPARTMENT.

7. FIRE WATER SERVICE WITH NEW POST INDICATOR VALVE

AND FIRE DEPARTMENT CONNECTION.

w

10.50

7.66

12.00

7.33

9.67

30.83

5.08

6.00

14.00

14.75

9.00

11.84

45.43

11.50

O f f i c i l i t i e s

Drawing Title: Project:

Approved Facilities Manager:

Approved Medical Center Director:

Building Number: Checked by: Drawn by:

Date:

Project No.:

Drawing No.:

Dwg of

U.

S.

D ep ar tm en t o f Ve te ra ns A ffa irs

V.A. MEDICAL CENTER 500 N. HWY 89

PRESCOTT, AZ 86313

(928) 445-4860

Revision Date

RENOVATE HISTORIC

BUILDINGS 19, 20, & 42

BID DOCUMENTS

649-18-106

03/29/2019

19, 20, & 42

CIVIL SITE PLAN

ALK RID

CS100

N

0' 40'20'

SCALE: 1" = 20'

GENERAL NOTES

1. VERIFY RAMP AND STAIR DIMENSIONS WITH ARCHITECTURAL

DRAWINGS. ALL DIMENSION MEASURE FROM EXTERIOR FACE

OF BUILDING.

2. SEE STRUCTURAL DRAWINGS FOR RAMP AND RETAINING

WALL DETAILS.

SHEET LEGEND:

LIMITS OF CONSTRUCTION

KEY NOTES

1. CONCRETE WALK, MATCH STAIR WIDTH

34.6097

14.5000

10.5000

A

V

E

M

E

COPPER PIPE

FROM BASEMENT

± 4.4' BELOW FFE

TRANS PAD

FFE: 5307.51'

BUILDING 42

LID

P

A

V

E

M

E

V E

M

E

SERVICE BOX

CURB

EDGE OF PAVEMENT

P

A

V

E

M

E

T

U

R

A

L

G

R

O

U

CONCRETE

TELEPHONE

METAL LIDS

CONCRETE

CONCRETE VAULT

CONCRETE

P

A

V

E

M

E

V

E

M

E

V

E

M

E

A

A

A

A

N

C

R

E

V

E

M

E

A

NATURAL GROUND

FACE OF

CURB

FACE OF

CURB

FACE OF

N A

T U

R A

L G

R O

U

T

U

R

O

U

BUILDING 19

3 HVAC UNITS

FFE: 5315.51'

BUILDING 20

FFE: 5312.93

DRAIN

BASEMENT WINDOW SILL

CONCRETE

P

A

V

E

M

E

V

E

M

E

V

E

M

E

V

E

M

E

A

FACE OF

FACE OF

CURB

EDGE OF PAVEMENT

N

A

T

U

R

O

U w

O f f i c i l i t i e s

Drawing Title: Project:

Approved Facilities Manager:

Approved Medical Center Director:

Building Number: Checked by: Drawn by:

Date:

Project No.:

Drawing No.:

Dwg of

U.

S.

D ep ar tm en t o f Ve te ra ns A ffa irs

V.A. MEDICAL CENTER 500 N. HWY 89

PRESCOTT, AZ 86313

(928) 445-4860

Revision Date

RENOVATE HISTORIC

BUILDINGS 19, 20, & 42

BID DOCUMENTS

649-18-106

03/29/2019

19, 20, & 42

CIVIL GRADING PLAN

ALK RID

CG100

N

0' 40'20'

SCALE: 1" = 20'

GENERAL NOTES

1. UNMARKED UTILITIES MAY EXIST IN AREAS INDICATED TO BE

REMOVED. RETAIN A PRIVATE UTILITY LOCATE SERVICE

PRIOR TO STARTING WORK.

2. THE EXISTING ROADWAY SUBGRADE SHALL BE GRADED TO

MATCH A STRAIGHT LINE BETWEEN THE ORIGINAL GROUND

SURFACES OUTSIDE THE ROADWAY CROSS SECTION.

EXC…