ATTACHMENT 2 - Drawings.pdf

FUTURE

DENTAL

BUILDING

FUTURE

BEHAVIORAL

HEALTH

BLDG. 13

EAST

BLDG. 13

WEST

3MC

BLDG 21

BUILDING

RESEARCH

BLDG 21B

LOADING

DOCK

LOADING

DOCK

PATIO

LOADING

DOCK

N O

PAR

KIN

G

E X

IS

T

IN

G

B U

ILD

IN

G

F F

.7

E X

IS

T

IN

G

B U

ILD

IN

G

F F

.8

BLDG 31

UNDERGROUND

CHILLED WATER

STORAGE

X

X X

X

X X

X X

FRONT

7TH STREET

MCMC

TRAFFIC

SIGNAL

3RD STREET

IN

D

IAN

SC

H O

O L R

O

AD

TRAFFIC

SIGNAL

TRAFFIC

SIGNAL

LOADING &

UNLOADING

FU

TU

R E

M V-G

EN

FU

TU

R

E M

V-G

EN

S S

S

SD SD

SD

GENERATOR

GEN #4

EMHEMH

EMH

EMH

H123

H122

CORNER OF TRACT "C"

FROM 30' TO 40' WIDE THIS SIDE.

STREET EXTENDED. ROW MAY VARY

76' 3.55" TO CENTERLINE OF THIRD

780' N 00D 03' 27" E

CORNER OF TRACT "G"

47' ROW

1,000' GRID LINES

NURSING HOME CARE FACILITY

702.67' N 45D 19' 44" E

ARIZONA STATE VETERANS

143.00' S 89D 24' 00" E

780' N 00D 03' 27" E

PL

499.23' N 00D 03' 27" E

1,336FEET 5.1589"

TO CENTER LINE OF CENTRAL AVENUE

3HC

EL EV.

RAMP

6LZ

BLDG 2

25 14

22 26

BLDG 16

T9

BLDG 10

EL

EC

T

EL

EC

T

MAIN HOSPITAL

AMBULATORY CARE CLINIC

(ACC)

REHABILITATION

BUILDING

BUILDING

PLANT

LAUNDRY

LEGAL

M&O

SHOPS

BLDG 1

MENTAL HEALTH

BUILDING

BLDG 8

LOADING

DOCK

WAREHOUSE/

STORAGE AREAS

EL

EC

T

PATIO

PATIO

PHARMACY

BLDG 34

M

V-PAR

ALLEL

SW

G

RM

V-ATS

EMH

10 10

N . 7

TH

S

T.

N . C

EN

TR

AL

A

VE

N . 7

TH

A

VE

N . 1

2T H

S T.

N . 2

4T H

S T.

N . 1

5T H

A

VE

N . 1

9T H

A

VE

N . 3

5T H

A

VE

N . 2

7T H

A

VE

E. INDIAN SCHOOL RD.

E. OSBORN RD.

THOMAS RD.

E. CAMELBACK RD.W. CAMELBACK RD.

W. MCDOWELL RD.

E. ROOSEVELT RD.

W. VAN BUREN ST.. E. VAN BUREN ST..

PROJECT SITE

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

DRAWING TITLE

VA FORM 08 - 6231

A

Fi le

P at h

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

PHASE:ARCHITECT/ENGINEER OF RECORD SEALCONSULTANT

321 4 5 6 7 8 9

Expand Supply Processing, Decontamination and Distribution Phoenix VA Health Care System

PHOENIX, ARIZONA

644-235

APPROVED: PROJECT DIRECTOR

SEPTEMBER 2019REVISIONS: DATE:

Group, Inc.

11031 SOUTH PIKES PEAK DRIVE #202

PARKER, COLORADO 80138

PH: 303.841.3922

WWW.AES-GRP.COM

DWG. OF

100% FINAL DESIGN

FULLY

SPRINKLERED

GARY ZETTL

VA PHOENIX GENERAL ENGINEER

PHONE: (602) 277-5551 X5512

COVER SHEET

G-001

RJFBAJ

EXPAND SUPPLY PROCESSING,

DECONTAMINATION AND DISTRIBUTION

CARL T. HAYDEN VA MEDICAL CENTER

PHOENIX, AZ

DEPARTMENT OF VETERANS AFFAIRS

CONTRACT NO. VA258-14-D-0019

PROJECT NO. 644-235

PROJECT WORK

AREA (BLDG 35)

N

TRUE

NORTH

SCOPE OF WORK:

PROJECT 644-235 IS TO PROVIDE CONSTRUCTION DOCUMENTS FOR EXPANSION OF THE SPD DEPARTMENT AREA;

SPACE FOR SUPPLY PROCESSING, DECONTAMINATION AND SPACE FOR SUPPLY DISTRIBUTION. THIS PROJECT DESIGN INTENT IS FOR A NEW TWO-STORY BUILDING TO BE LOCATED IN BETWEEN BUILDING #34 AND BUILDING #1, EXTENDING UP FROM THE ELECTRICAL VAULT FLOOR WHICH IS RECENTLY COMPLETED. THIS PROJECT WILL REQUIRE RENOVATING EXISTING ELECTRICAL VAULT SPACE FOR DEDICATED ELEVATOR(S), MECHANICAL SPACE FOR THE SPD AIR HANDLING UNITS AND THE BUILD OUT OF TWO STORIES OF NEW CONSTRUCTION ABOVE. THIS PROJECT ALSO INVOLVES THE CONSTRUCTION OF THE ELEVATOR TOWER TO EXTEND PASSED THE SECOND FLOOR ONTO THE

FUTURE THIRD FLOOR AND THE INSTALLATION OF THE ELEVATOR CABS.

LOCATION PLANVICINITY MAP

RENDERING

N

NORTH

DEDUCTIVE ALTERNATES:

DEDUCTIVE ALTERNATES ARE NOT IN ORDER OF PRIORITY. ANY ITEMS FROM THIS LIST CAN BE SELECTED REGARDLESS OF THE POSITION IN THE LIST. MUST OBTAIN COORDINATION AND APPROVAL BY VA PRIOR TO INCORPORATING ANY OF THESE OPTIONS INTO THE CONSTRUCTION.

DESIGNATED (LOW BID)

BASE BID ITEM 1: CONSTRUCTIONS COST ESTIMATE FOR THE ENTIRE SCOPE OF WORK.

BID ITEM 2: SAME AS ITEM 1 EXCEPT: REMOVE SPS CAR WASHER 1 OF 2.

BID ITEM 3: SAME AS ITEM 2 EXCEPT:SHELL OUT LOGISTICS 1ST FLOOR - LEAVING ONLY EMERGENCY LIGHTING AND FIRE SPRINKLERS.

BID ITEM 4: SAME AS ITEM 3 EXCEPT: REMOVE 1ST FLOOR'S HVAC AIR HANDLER.

BID ITEM 5: SAME AS ITEM 4 EXCEPT: REMOVE ELEVATOR CABS, RETAINING THE ELEVATOR SHAFTS AND SUPPORTING STRUCTURE.

BID ITEM 6: SAME AS ITEM 5 EXCEPT: REMOVE LED LIGHTING FROM 2ND FLOOR SPS.

BID ITEM 7: SAME AS ITEM 6 EXCEPT: REMOVE 2ND FLOOR SPS ADMIN OFFICES, TRAINING, AND CONFERENCE ROOMS.

BID ITEM 8: SAME AS ITEM 7 EXCEPT: REMOVE PIV CARD READERS AND AUTOMATIC DOOR OPENERS FROM SPS PROCESSING CENTER.

BID ITEM 9: SAME AS ITEM 8 EXCEPT: REMOVE AUTOMATIC LIGHTING CONTROLS FROM SPS PROCESSING CENTER.

BID ITEM 10: SAME AS ITEM 9 EXCEPT: REMOVE THE 2ND CART WASHER. WILL NEED AN EQUIPMENT COMMITTEE WAIVER TO PURCHASE THIS

BUILDING SYSTEM EQUIPMENT WASHER WITH LOCAL EQUIPMENT FUNDS

BID ITEM 11: SAME AS ITEM 10 EXCEPT: REMOVE THE TWO PASS-THROUGH SEALED WINDOWS FROM THE WALL SYSTEM BETWEEN

DECONTAMINATION AND STERILE PROCESSING.

BID ITEM 12: SAME AS ITEM 11 EXCEPT: REMOVE HEPA FILTERS FROM THE SPS SUITE SUPPLY CEILING MOUNTED REGISTERS.

BID ITEM 13: SAME AS ITEM 12 EXCEPT: REMOVE CERAMIC TILES FROM SPS SUITE SUPPLY CEILING MOUNTED REGISTERS.

BID ITEM 14: SAME AS ITEM 13 EXCEPT: OBTAIN A CFM WAIVER TO FOREGO PUSHING THE STREET BACK TO OBTAIN THE 50 FEET SET BACK REQUIREMENT. INSTEAD MATCH THE 25-FOOT SET BACK OF THE EXISTING MAIN HOSPITAL BUILDINGS ON EITHER SIDE OF THE NEW SPS BUILDING.

11/25/2021 4:33:34 PM

AutoCAD SHX Text

SS

AutoCAD SHX Text

SS

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

DRAWING TITLE

VA FORM 08 - 6231

A

Fi le

P at h

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

PHASE:ARCHITECT/ENGINEER OF RECORD SEALCONSULTANT

321 4 5 6 7 8 9

Expand Supply Processing, Decontamination and Distribution Phoenix VA Health Care System

PHOENIX, ARIZONA

644-235

APPROVED: PROJECT DIRECTOR

SEPTEMBER 2019REVISIONS: DATE:

Group, Inc.

11031 SOUTH PIKES PEAK DRIVE #202

PARKER, COLORADO 80138

PH: 303.841.3922

WWW.AES-GRP.COM

DWG. OF

100% FINAL DESIGN

FULLY

SPRINKLERED

GARY ZETTL

VA PHOENIX GENERAL ENGINEER

PHONE: (602) 277-5551 X5512

RJODKS

GI002

DRAWING INDEX

SHEET LIST TABLE

SHEET

NUMBER SHEET TITLE #

GENERAL

G-001 COVER SHEET 1

GI002 DRAWING INDEX 2

GL101 FIRST FLOOR LIFE SAFETY PLAN 3

GL102 SECOND FLOOR LIFE SAFETY PLAN 4

GX001 SITE PLAN LAYOUT AREA 5

CIVIL

C-001 GENERAL NOTES 6

C-002 CIVIL LEGEND AND ABBREVIATIONS 7

CD100 CIVIL DEMOLITION PLAN 8

CI100 CIVIL IMPROVEMENTS 9

C-500 CIVIL DETAILS 10

C-501 CIVIL DETAILS 11

STRUCTURAL

SE001 STRUCTURAL NOTES -1 12

SE002 STRUCTURAL NOTES - 2 13

SE003 STRUCTURAL NOTES -3 14

SE100 VAULT FRAMING PLAN 15

SE101 FIRST FLOOR FRAMING PLAN 16

SE102 SECOND FLOOR FRAMING PLAN 17

SE103 ROOF FRAMING PLAN 18

SE301 BUILDING SECTIONS 19

SE501 ELEVATOR AREA DETAILS 20

SE502 SOUTH STAIRCASE DETAILS 21

SE503 CONCRETE DETAILS 22

SE504 CMU DETAILS 23

SE505 SHEAR CONNECTION DETAILS- 1 24

SE506 SHEAR CONNECTION DETAILS- 2 25

SE507 MISCELLANEOUS CONNECTION DETAILS 26

SE508 COLUMN SPLICE DETAILS 27

SE509 MOMENT CONNECTION DETAILS 28

SE510 CLEANING STATION AREA FRAMING 29

SE511 HOLLOW CORE CONCRETE CONNECTION DETAILS 30

SE512 MACHINE ROOM PLATFORM DETAILS 31

ARCHITECTURAL

AG100 ABBREVIATIONS, LEGENDS AND NOTES 32

AD100 VAULT DEMOLITION PLAN 33

AD101 FIRST FLOOR DEMOLITION PLAN 34

AD102 SECOND FLOOR DEMOLITION PLAN 35

AD103 THIRD FLOOR DEMOLITION PLAN 36

AE100 VAULT FLOOR PLAN 37

AE101 FIRST FLOOR PLAN 38

AE102 SECOND FLOOR PLAN 39

AE103 ROOF PLAN 40

AE104 VAULT REFLECTED CEILING PLAN 41

AE105 FIRST FLOOR REFLECTED CEILING PLAN 42

AE106 SECOND FLOOR REFLECTED CEILING PLAN 43

AE107 FIRST FLOOR FINISHES PLAN 44

AE108 SECOND FLOOR FINISHES PLAN 45

AE109 FIRST FLOOR FURNITURE AND EQUIPMENT PLAN 46

AE110 SECOND FLOOR FURNITURE AND EQUIPMENT PLAN 47

AE111 FIRST FLOOR SIGNAGE PLAN 48

AE112 SECOND FLOOR SIGNAGE PLAN 49

AE201 SOUTH AND EAST ELEVATIONS 50

AE202 WEST ELEVATION - WALL DETAILS 51

AE301 PARTITION TYPES 52

AE302 BUILDING SECTIONS 53

AE303 WALL SECTIONS 54

AE304 WALL SECTIONS 55

AE305 WALL SECTIONS 56

AE306 STAIR SECTIONS 57

AE401 ENLARGED RESTROOM PLANS - INTERIOR ELEVATIONS 58

AE402 ENLARGED ELEVATOR PLANS, INTERIOR ELEVATIONS AND

DETAILS 59

AE403 ENLARGED PLANS 60

AE404 ENLARGED STAIR PLANS 61

AE501 DOOR AND WINDOW DETAILS 62

AE502 DOOR AND PLAN DETAILS 63

AE503 ROOF DETAILS 64

AE504 MISCELLANEOUS DETAILS 65

AE505 MILWORK DETAILS AND SHOWER DETAIL 66

AE601 DOOR SCHEDULE 67

AE602 ROOM FINISH SCHEDULE 68

AE603 SCHEDULE OF FINISHES 69

AE604 SIGNAGE DETAILS 70

FIRE PROTECTION

FP001 GENERAL INFORMATION FIRE SPRINKLER 71

FP100 FIRE SPRINKLER VAULT FLOOR 72

FP101 FIRST FLOOR PLAN FIRE SPRINKLER 73

FP102 SECOND FLOOR PLAN FIRE SPRINKLER 74

FP500 FIRE SPRINKLER SYSTEM DETAILS 75

FP501 FIRE SPRINKLER SYSTEM AS BUILT DRAWINGS 76

FP502 FIRE SPRINKLER BASEMENT AS-BUILT PLAN 77

FA001 GENERAL INFORMATION FIRE ALARM 78

FA100 VAULT FLOOR FIRE ALARM PLAN 79

FA101 FIRST FLOOR FIRE ALARM PLAN 80

FA102 SECOND FLOOR FIRE ALARM PLAN 81

MECHANICAL

MH001 MECHANICAL ABBREVIATIONS AND DESIGN CONDITIONS 82

MD100 VAULT FLOOR MECHANICAL DEMOLITION PLAN 83

MD110 VAULT FLOOR ROOF MECHANICAL DEMOLITION PLAN 84

MH100 VAULT FLOOR MECHANICAL PLAN 85

MH101 FIRST FLOOR MECHANICAL OVERVIEW 86

MH102 FIRST FLOOR MECHANICAL SUPPLY PLAN 87

MH103 FIRST FLOOR MECHANICAL RETURN PLAN 88

MH104 FIRST FLOOR AIR DEVICE PLAN 89

MH105 SECOND FLOOR MECHANICAL OVERVIEW 90

MH106 SECOND FLOOR MECHANICAL SUPPLY PLAN 91

MH107 SECOND FLOOR MECHANICAL RETURN AND EXHAUST PLAN 92

MH108 SECOND FLOOR AIR DEVICE PLAN 93

MH109 FIRST FLOOR PRESSURE DIFFERENTIAL 94

MH110 SECOND FLOOR PRESSURE DIFFERENTIAL 95

MP100 VAULT FLOOR MECHANICAL PIPING PLAN 96

MP101 FIRST FLOOR MECHANICAL PIPING PLAN 97

MP102 SECOND FLOOR MECHANICAL PIPING PLAN 98

MP103 ROOF MECHANICAL PIPING PLAN 99

MH500 MECHANICAL SCHEDULES SHEET 1 100

MH501 MECHANICAL SCHEDULES SHEET 2 101

MH502 MECHANICAL SCHEDULES SHEET 3 102

MH503 MECHANICAL SCHEDULES SHEET 4 103

MH601 MECHANICAL DETAILS SHEET 1 104

MH602 MECHANICAL DETAILS SHEET 2 105

MH603 MECHANICAL DETAILS SHEET 3 - ELEVATOR MACHINE ROOM 106

MP501 MECHANICAL PIPING DETAILS 107

MP502 MECHANICAL PIPING DETAILS 108

MP503 MECHANICAL PIPING DETAILS 109

MP504 MECHANICAL PIPING DETAILS 110

MP505 MECHANICAL PIPING DETAILS 111

MH701 CONTROLS DIAGRAM - CHILLER 112

MH702 CONTROLS DIAGRAM - VAV AIR HANDLING UNIT 113

MH703 CONTROLS DIAGRAM - VAV AHU (TYPICAL OF 1) 114

MH704

CONTROLS DIAGRAM - DEDICATED OUTSIDE AIR UNIT

(DOAS) - TYP OF 2 115

MH705 CONTROLS DIAGRAM - DOAS - TYPICAL OF 2 116

MH706

CONTROLS DIAGRAM - SPLIT SYSTEM AIR CONDITIONER

(TYPICAL OF 3) 117

MH707 CONTROLS DIAGRAM - VARIABLE AIR VOLUME BOXES (VAV) 118

MH708 CONTROLS DIAGRAM - EXHAUST FANS EF-1 & EF-5 119

MH709 CONTROLS DIAGRAM - EXHAUST FANS EF-2 - EF-4 120

MH710 CONTROLS DIAGRAM - STEAM TO HOT WATER HEAT

EXHANGER 121

MH711 CONTROLS DIAGRAM - CONDENSATE PUMP 122

MH712 CONTROLS DIAGRAM - HOT WATER BOOSTER PUMP 123

PLUMBING

PL001 PLUMBING ABBREVIATIONS, LEGENDS, NOTES 124

PD100 VAULT FLOOR PLUMBING DEMOLITION PLAN 125

PL099 SUB-SLAB VAULT PLUMBING WASTE AND VENT PLAN 126

PL100 VAULT FLOOR PLUMBING WASTE AND VENT PLAN 127

PL101 FIRST FLOOR PLUMBING WASTE AND VENT PLAN 128

PL102 2ND FLOOR PLUMBING WASTE AND VENT PLAN 129

PL103 ROOF STORM DRAINAGE PLAN 130

PL111 FIRST FLOOR PLUMBING ENLARGED WASTE AND VENT

PIPING PLAN 131

PL112 SECOND FLOOR PLUMBING ENLARGED WASTE AND VENT

PIPING PLAN 132

PL122 SECOND FLOOR PLUMBING ENLARGED WASTE AND VENT

PIPING PLAN 133

PL132 SECOND FLOOR PLUMBING ENLARGED WASTE AND VENT

PIPING PLAN 134

PP100 VAULT FLOOR PLAN PLUMBING SUPPLY PIPING 135

PP101 FIRST FLOOR PLAN PLUMBING SUPPLY PIPING 136

PP102 SECOND FLOOR PLAN PLUMBING SUPPLY PIPING 137

PP111 FIRST FLOOR ENLARGED PLUMBING DOMESTIC SUPPLY

PIPING PLAN 138

PP112 SECOND FLOOR ENLARGED PLUMBING SUPPLY PIPING PLAN 139

PP122 SECOND FLOOR ENLARGED PLUMBING SUPPLY PIPING PLAN 140

PP132 SECOND FLOOR ENLARGED PLUMBING SUPPLY PIPING PLAN 141

PP142 SECOND FLOOR ENLARGED PLUMBING SUPPLY PIPING PLAN 142

DP100 VAULT FLOOR PROCESS PLUMBING PIPING PLAN 143

DP101 FIRST FLOOR PROCESS PLUMBING PIPING PLAN 144

DP102 2ND FLOOR PROCESS PLUMBING PIPING PLAN 145

DP112 SECOND FLOOR ENLARGED PROCESS PIPING PLAN 146

DP122 SECOND FLOOR ENLARGED PROCESS PIPING PLAN 147

PS001 PLUMBING OVERVIEW SITE PLAN 148

PP500 PLUMBING FIXTURE DETAILS 149

PP501 PLUMBING DETAILS 150

PP502 PLUMBING DETAILS 151

PP503 PLUMBING DETAILS 152

PP504 PLUMBING DETAILS 153

PP601 PLUMBING SCHEDULES 154

PP602 PLUMBING SCHEDULES 155

PP603 PLUMBING SCHEDULES 156

ELECTRICAL

EG100 ELECTRICAL ABBREVIATIONS, LEGENDS, NOTES 157

ED100 VAULT DEMOLITION POWER PLAN 158

ED103 VAULT ROOF DEMOLITION POWER PLAN 159

EP100 VAULT POWER PLAN 160

EP101 FIRST FLOOR POWER PLAN 161

EP102 SECOND FLOOR POWER PLAN 162

EP103 ROOF PLAN POWER PLAN 163

EP104 SIGNAL ROUTING FOR ATS CONTROL 164

EP106 FIRST FLOOR LIGHTING PLAN 165

EP107 SECOND FLOOR LIGHTING PLAN 166

EP108 UPS POWER ROUTING FOR TELECOM ROOMS 167

EP109 FIRST FLOOR FOOTCANDLE PLAN (ALL ON) 168

EP110

FIRST FLOOR FOOTCANDLE PLAN (ONLY EMERGENCY

LIGHTS ON) 169

EP111 SECOND FLOOR FOOTCANDLE PLAN (ALL ON) 170

EP112

SECOND FLOOR FOOTCANDLE PLAN (ONLY EMERGENCY

LIGHTS) 171

EP401 ENLARGED POWER PLANS 172

EP402 ENLARGED ELEVATOR POWER & LIGHTING PLANS 173

EP501 ELECTRICAL DETAILS - SPD EQUIPMENT POWER

CONNECTIONS 174

EP502 ELECTRICAL DETAILS - LTG CONTROLS 175

EP503 ELECTRICAL DETAILS - INTERIOR ELEVATIONS 176

EP504 ELECTRICAL DETAILS - POWER 177

EP601 ONE LINE DIAGRAM 178

EP602 ONE LINE DIAGRAM 179

EP603 ONE LINE DIAGRAM 180

EP604 ONE LINE DIAGRAM 181

EP605 ONE LINE DIAGRAM 182

EP606 ONE LINE GROUNDING DIAGRAM 183

EP607 ONE LINE ATS CONTROL DIAGRAM 184

EP611 PANEL SCHEDULES NEW PANELS IN VAULT 185

EP612 PANEL SCHEDULES EXISTING PANEL MODIFIED 186

EP613 PANEL SCHEDULES EXISTING PANEL MODIFIED 187

EP614 PANEL SCHEDULES NEW PANELS IN LOGISTICS 188

EP615 PANEL SCHEDULES NEW PANELS IN SPD (NORMAL PWR) 189

EP616 PANEL SCHEDULES NEW PANELS IN SPD (EMERGENCY PWR) 190

EP621 ELECTRICAL SCHEDULE - LIGHTING 191

EP622 ELECTRICAL SCHEDULES - SPD EQUIPMENT, LOAD

SUMMARY, SEISMIC REQU 192

EP623 ELECTRICAL SCHEDULES - MECHANICAL EQUIPMENT

CONNECTION SHEET 1 193

EP624 ELECTRICAL SCHEDULES - MECHANICAL EQUIPMENT

CONNECTION SHEET 2 194

TELECOM

TN001 TELECOM ABBREVIATIONS SYMBOLS AND GENERAL

NOTES 195

TN100 BASEMENT TELECOM ROUTING FROM EXISTING IDF 196

TN101 FIRST FLOOR TELECOM PLAN 197

TN102 SECOND FLOOR TELECOM PLAN 198

TN103 FIRST FLOOR TELECOM ROUTING 199

TN104 SECOND FLOOR TELECOM ROUTING 200

TN401 ENLARGED TELECOM ROOMS 201

TN501 TELECOM DETAILS 202

TN502 TELECOM DETAILS 203

TN503 TELECOM DETAILS 204

TN601 TELECOM SCHEDULES 205

TN602 TELECOM SCHEMATIC RISER DIAGRAM 206

F106

OPEN OFFICE

F101

BREAKROOMF102

OFFICE

F103

TELECOM

F104

ELEC

F105

ELEC

F100

CORRIDOR

F109

MEN

F112

WATER

TREATMENT

CLEAN

ELEVATOR

SOILED

ELEVATOR

NO ACCESS

F1

C O

R R

ID

O

R

F111

VESTIBULE

F116

F114

F140

STAIR

UP

DN

LOGISTICS

STORAGE

BREAKOUT

ROOM

ELEVATOR

LOBBY (E)

EXIT

STAIR (E) MEN (E)

WOMEN (E)

H.A.C. (E)

SURGICAL

CART

ASSEMBLY

F115

EQUIPMENT

F1

C O

R R

ID

O

R

F108

WOMEN

F117

HAC

F2

C O

R R

ID

O

R

DISPATCH

F106

OPEN OFFICE

F101

BREAKROOMF102

OFFICE

F103

TELECOM

F104

ELEC

F105

ELEC

F100

CORRIDOR

F109

MEN

F112

WATER

TREATMENT

CLEAN

ELEVATOR

SOILED

ELEVATOR

NO ACCESS

F1

C O

R R

ID

O

R

F111

VESTIBULE

F116

F114

F140

STAIR

UP

DN

LOGISTICS

STORAGE

BREAKOUT

ROOM

ELEVATOR

LOBBY (E)

EXIT

STAIR (E) MEN (E)

WOMEN (E)

H.A.C. (E)

SURGICAL

CART

ASSEMBLY

F115

EQUIPMENT

F1

C O

R R

ID

O

R

F108

WOMEN

F117

HAC

F2

C O

R R

ID

O

R

DISPATCH

D

EA

D E

N D

FE

ET

COMMON

PATH = 53

FEET

TRAVEL

DISTANCE

= 134 FEET

TRAVEL

DISTANCE

= 145 FEET

FEC

FEC

FEC

DOOR

DOOR

STAIR

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)

STORAGE (LSC CHAPTER 42)

SECOND : BUSINESS (LSC CHAPTER 38)

CONSTRUCTION TYPE

NFPA 220: TYPE II (222)

IBC: TYPE I-B

ALLOWABLE HEIGHT AND AREA (IBC)

NEW WORK IS CONSIDERED AN EXTENSION TO THE EXISTING

BUILDING AND NOT A SEPARATE STRUCTURE.

ALLOWABLE HEIGHT = 11 STORIES

ACTUAL HEIGHT = 3 STORY W/ ROOF (NEW WORK)

ALLOWABLE AREA = UNLIMITED

ACTUAL AREA = VAULT - 4,789 GSF

FIRST FLOOR - 9,848 GSF

SECOND FLOOR - 10,097 GSF

FIRE RESISTIVE SEPARATION

TWO HOUR FIRE RESISTIVE SEPARATION BETWEEN NEW WORK

(BUSINESS) AND EXISTING (HEALTHCARE) IN ACCORDANCE

WITH NFPA 101 SECTION 18.1.3.6 ON FIRST AND SECOND LEVEL.

FIRST FLOOR STORAGE AND BUSINESS OCCUPANCIES ARE

NON-SEPARATED MIXED USE.

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

STORAGE OCCUPANCY = 500 GSF/PERSON

AREA (BUISNESS) = 2,858 GSF

AREA (STORAGE) = 6,990 GSF

OCCUPANT LOAD = 34 OCCUPANTS

SECOND FLOOR

OCCUPANT LOAD FACTOR:

BUSINESS OCCUPANCY = 150 GSF/PERSON

AREA (BUISNESS) = 10,294 GSF

OCCUPANT LOAD = 69 OCCUPANTS

NOTE: ACTUAL OCCUPANT LOAD OF SPACE IS LESS THAN 20.

MEANS OF EGRESS

FIRST FLOOR:

MINIMUM NUMBER OF EXITS REQUIRED = 2

ACTUAL = 2

REQUIRED CAPACITY = 34 OCCUPANTS

ACTUAL CAPACITY = 510 OCCUPANTS

MAXIMUM TRAVEL DISTANCE = 300 FEET

ACTUAL = 145 FEET

MAXIMUM COMMON PATH OF TRAVEL = 100 FEET

ACTUAL = 53 FEET

DEAD END CORRIDOR LENGTH = 50 FEET

ACTUAL = 25 FEET

SECOND FLOOR:

MINIMUM NUMBER OF EXITS REQUIRED = 2

ACTUAL = 2

REQUIRED CAPACITY = 69 OCCUPANTS

ACTUAL CAPACITY = 330 OCCUPANTS

MAXIMUM TRAVEL DISTANCE = 300 FEET

ACTUAL = 183 FEET

MAXIMUM COMMON PATH OF TRAVEL = 100 FEET

ACTUAL = 36 FEET

DEAD END CORRIDOR LENGTH = 50 FEET

ACTUAL = 25 FEET

1 HOUR FIRE

2 HOUR FIRE

WALL RATING LEGEND

LEGEND

PATH OF TRAVEL

XXX

XX

XX

XX

COMPONENT

CLEAR WIDTH

CALCULATED CAPACITY

ACTUAL USE

FEC FIRE EXTINGUISHER CABINET

EXIT SIGN

SCALE:

GL101

FIRST FLOOR LIFE SAFETY PLAN

1/8" = 1'-0"

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

DRAWING TITLE

VA FORM 08 - 6231

A

Fi le

P at h

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

PHASE:ARCHITECT/ENGINEER OF RECORD SEALCONSULTANT

321 4 5 6 7 8 9

Expand Supply Processing, Decontamination and Distribution Phoenix VA Health Care System

PHOENIX, ARIZONA

644-235

APPROVED: PROJECT DIRECTOR

SEPTEMBER 2019REVISIONS: DATE:

Group, Inc.

11031 SOUTH PIKES PEAK DRIVE #202

PARKER, COLORADO 80138

PH: 303.841.3922

WWW.AES-GRP.COM

DWG. OF

100% FINAL DESIGN

FULLY

SPRINKLERED

GARY ZETTL

VA PHOENIX GENERAL ENGINEER

PHONE: (602) 277-5551 X5512

SCALE: 18" = 1'-0"

0 4' 8' 24'16'

FIRST FLOOR LIFE SAFETY PLAN

GL101

RDLJAM

8/27/2019

F201

OFFICE

F200

CORRIDOR

F202

OFFICE

F203

TELECOM

F204

ELEC.

F205

ELEC.

F206

BREAKROOM

F210

OFFICE

F209

TRAINING

F207

STOR.

F213

UNISEX

F217

LOCKER

F215

WOMEN

F218

MEN

F216

HAC F208

STOR.

F214

LOCKER

F219

TRANSFER

F2

C O

R R

ID

O

R

F221

VESTIBULE

F2

C O

R R

ID

O

R

F223

DETERG.

F224

DECONTAMINATION

CLEAN

ELEVATOR

SOILED

ELEVATOR

F233

VENDOR

DROP-OFF

F234

ANTE

ROOM

F235

ANTE

ROOM

F236

SCOPE

DECON

F237

SCOPE

PROCESSING

F232

ANTE

ROOM

F238

UTILITY

F231

CART

STAGING

F230

COOL DOWN

F228

OFFICE

F227

STERILE

STORAGE

F226

HAC

F225

PREPARATION

F229

STERILIZATION

F240

STAIR

F2

C O

R R

ID

O

R

F201

OFFICE

F200

CORRIDOR

F202

OFFICE

F203

TELECOM

F204

ELEC.

F205

ELEC.

F206

BREAKROOM

F210

OFFICE

F209

TRAINING

F207

STOR.

F213

UNISEX

F217

LOCKER

F215

WOMEN

F218

MEN

F216

HAC F208

STOR.

F214

LOCKER

F219

TRANSFER

F2

C O

R R

ID

O

R

F221

VESTIBULE

F2

C O

R R

ID

O

R

F223

DETERG.

F224

DECONTAMINATION

CLEAN

ELEVATOR

SOILED

ELEVATOR

F233

VENDOR

DROP-OFF

F234

ANTE

ROOM

F235

ANTE

ROOM

F236

SCOPE

DECON

F237

SCOPE

PROCESSING

F232

ANTE

ROOM

F238

UTILITY

F231

CART

STAGING

F230

COOL DOWN

F228

OFFICE

F227

STERILE

STORAGE

F226

HAC

F225

PREPARATION

F229

STERILIZATION

F240

STAIR

F2

C O

R R

ID

O

R D

EA

D

E N

D

F

EE

T

TRAVEL

DISTANCE

= 128 FEET

COMMON

PATH = 36

FEET

DOOR

STAIR

DOOR

STAIR

TRAVEL

DISTANCE

= 183 FEET

COMMON

PATH = 39

FEET

FEC

FEC

FEC

FEC

F201

OFFICE

F200CORRIDOR

F202

OFFICE

F203

TELECOM

F204

ELEC.

F205

ELEC.

F206

BREAKROOM

F210

OFFICE

F209

TRAINING

F207

STOR.

F213

UNISEX

F217

LOCKER

F215

WOMEN

F218

MEN

F216

HAC F208

STOR.

F214

LOCKER

F219

TRANSFER

F2

C O

R R

ID

O

R

F221

VESTIBULE

F2

C O

R R

ID

O

R

F223

DETERG.

F224

DECONTAMINATION

CLEAN

ELEVATOR

SOILED

ELEVATOR

F233

VENDOR

DROP-OFF

F234

ANTE

ROOM

F235

ANTE

ROOM

F236

SCOPE

DECON

F237

SCOPE

PROCESSING

F232

ANTE

ROOM

F238

UTILITY

F231

CART

STAGING

F230

COOL DOWN

F228

OFFICE

F227

STERILE

STORAGE

F226

HAC

F225

PREPARATION

F229

STERILIZATION

F240

STAIR

F2

C O

R R

ID

O

R

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)

STORAGE (LSC CHAPTER 42)

SECOND : BUSINESS (LSC CHAPTER 38)

CONSTRUCTION TYPE

NFPA 220: TYPE II (222)

IBC: TYPE I-B

ALLOWABLE HEIGHT AND AREA (IBC)

NEW WORK IS CONSIDERED AN EXTENSION TO THE EXISTING

BUILDING AND NOT A SEPARATE STRUCTURE.

ALLOWABLE HEIGHT = 11 STORIES

ACTUAL HEIGHT = 3 STORY W/ ROOF (NEW WORK)

ALLOWABLE AREA = UNLIMITED

ACTUAL AREA = VAULT - 4,789 GSF

FIRST FLOOR - 9,848 GSF

SECOND FLOOR - 10,097 GSF

FIRE RESISTIVE SEPARATION

TWO HOUR FIRE RESISTIVE SEPARATION BETWEEN NEW WORK

(BUSINESS) AND EXISTING (HEALTHCARE) IN ACCORDANCE

WITH NFPA 101 SECTION 18.1.3.6 ON FIRST AND SECOND LEVEL.

FIRST FLOOR STORAGE AND BUSINESS OCCUPANCIES ARE

NON-SEPARATED MIXED USE.

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

STORAGE OCCUPANCY = 500 GSF/PERSON

AREA (BUISNESS) = 2,858 GSF

AREA (STORAGE) = 6,990 GSF

OCCUPANT LOAD = 34 OCCUPANTS

SECOND FLOOR

OCCUPANT LOAD FACTOR:

BUSINESS OCCUPANCY = 150 GSF/PERSON

AREA (BUISNESS) = 10,294 GSF

OCCUPANT LOAD = 69 OCCUPANTS

NOTE: ACTUAL OCCUPANT LOAD OF SPACE IS LESS THAN 20.

MEANS OF EGRESS

FIRST FLOOR:

MINIMUM NUMBER OF EXITS REQUIRED = 2

ACTUAL = 2

REQUIRED CAPACITY = 34 OCCUPANTS

ACTUAL CAPACITY = 510 OCCUPANTS

MAXIMUM TRAVEL DISTANCE = 300 FEET

ACTUAL = 145 FEET

MAXIMUM COMMON PATH OF TRAVEL = 100 FEET

ACTUAL = 53 FEET

DEAD END CORRIDOR LENGTH = 50 FEET

ACTUAL = 25 FEET

SECOND FLOOR:

MINIMUM NUMBER OF EXITS REQUIRED = 2

ACTUAL = 2

REQUIRED CAPACITY = 69 OCCUPANTS

ACTUAL CAPACITY = 330 OCCUPANTS

MAXIMUM TRAVEL DISTANCE = 300 FEET

ACTUAL = 183 FEET

MAXIMUM COMMON PATH OF TRAVEL = 100 FEET

ACTUAL = 36 FEET

DEAD END CORRIDOR LENGTH = 50 FEET

ACTUAL = 25 FEET

1 HOUR FIRE

2 HOUR FIRE

WALL RATING LEGEND

LEGEND

PATH OF TRAVEL

XXX

XX

XX

XX

COMPONENT

CLEAR WIDTH

CALCULATED CAPACITY

ACTUAL USE

FEC FIRE EXTINGUISHER CABINET

EXIT SIGN

SCALE:

GL102

SECOND FLOOR LIFE SAFETY PLAN

1/8" = 1'-0"

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

DRAWING TITLE

VA FORM 08 - 6231

A

Fi le

P at h

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

PHASE:ARCHITECT/ENGINEER OF RECORD SEALCONSULTANT

321 4 5 6 7 8 9

Expand Supply Processing, Decontamination and Distribution Phoenix VA Health Care System

PHOENIX, ARIZONA

644-235

APPROVED: PROJECT DIRECTOR

SEPTEMBER 2019REVISIONS: DATE:

Group, Inc.

11031 SOUTH PIKES PEAK DRIVE #202

PARKER, COLORADO 80138

PH: 303.841.3922

WWW.AES-GRP.COM

DWG. OF

100% FINAL DESIGN

FULLY

SPRINKLERED

GARY ZETTL

VA PHOENIX GENERAL ENGINEER

PHONE: (602) 277-5551 X5512

SCALE: 18" = 1'-0"

0 4' 8' 24'16'

SECOND FLOOR LIFE SAFETY PLAN

GL102

JAMRDL

8/27/2019

3HC

CORNER OF TRACT "C"

FROM 30' TO 40' WIDE THIS SIDE.

STREET EXTENDED. ROW MAY VARY

76' 3.55" TO CENTERLINE OF THIRD

780' N 00D 03' 27" E

CORNER OF TRACT "G"

47' ROW

1,000' GRID LINES

NURSING HOME CARE FACILITY

702.67' N 45D 19' 44" E

ARIZONA STATE VETERANS

143.00' S 89D 24' 00" E

780' N 00D 03' 27" E

PL

499.23' N 00D 03' 27" E

1,336FEET 5.1589"

TO CENTER LINE OF CENTRAL AVENUE

ELEV.

H123

H122

RAMP

BLDG. 13

EAST

BLDG. 13

WEST

W

W

EMH

SD SD

SD

S S

S

EMH

G G

EMH

EMH

GENERATOR

GEN #4

X

X X

X

X X

X X

6LZ 3MC

BLDG 2

BLDG 21

25 14

22 26

FRONT

BLDG 16

7TH STREET

T9

BLDG 10

MCMC

EL

EC

T

EL

EC

T

DENTAL

BUILDING

MAIN HOSPITAL

AMBULATORY CARE CLINIC

(ACC)

COMMUNITY LIVING CENTER (CLC)

WAREHOUSE

BUILDING

BUILDING

PLANT

LAUNDRY

LEGAL

RESEARCH

CAFETERIA

M&O

SHOPS

BLDG 1

MENTAL HEALTH

BUILDING

BLDG 8

BLDG 21B

LOADING

DOCK

LOADING

DOCK

LOADING

DOCK

WAREHOUSE/

STORAGE AREAS

TRAFFIC

SIGNAL

3RD STREET

IN

D

IAN

SC

H O

O L R

O

AD

EL

EC

T

PATIO

C O

M M

U N

IT

Y

LI

VI

N G

C

EN

TE

R

(C

LC

PATIO

PATIO

PATIO

LOADING

DOCK

PHARMACY

TRAFFIC

SIGNAL

TRAFFIC

SIGNAL

LOADING &

UNLOADING

EXISTING BUILDING 1 - D WING

N O

PAR

KIN

G

EMH

UNDERGROUND

CHILLED WATER

STORAGE

BLDG 31

FUTURE

BEHAVIORAL

HEALTH

EXISTING BUILDING 8

EXISTING REHAB BUILDING

BUILDING

CONSTRUCTION

SITE

STAGING AND

MATERIALS

AU

TO

P

AT

H

AU

TO

P

AT

H EGRESS

PATH

EGRESS

PATH

EGRESS

PATH

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

DRAWING TITLE

VA FORM 08 - 6231

A

Fi le

P at h

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

PHASE:ARCHITECT/ENGINEER OF RECORD SEALCONSULTANT

321 4 5 6 7 8 9

Expand Supply Processing, Decontamination and Distribution Phoenix VA Health Care System

PHOENIX, ARIZONA

644-235

APPROVED: PROJECT DIRECTOR

SEPTEMBER 2019REVISIONS: DATE:

Group, Inc.

11031 SOUTH PIKES PEAK DRIVE #202

PARKER, COLORADO 80138

PH: 303.841.3922

WWW.AES-GRP.COM

DWG. OF

100% FINAL DESIGN

FULLY

SPRINKLERED

GARY ZETTL

VA PHOENIX GENERAL ENGINEER

PHONE: (602) 277-5551 X5512

GX001

SCALE: NONE

1 SITE PLAN LAYOUT AREA

GX001

SHEET NOTES

1. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LOCAL,

STATE AND FEDERAL LAWS AND REGULATIONS.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING

OR VERIFYNG THAT ALL PERMITS AND APPROVALS ARE

OBTAINED FROM THE RESPECTIVE CITY COUNTY AND STATE

AGENCIES PRIOR TO STARTING CONSTRUCTION.

3. ANY DISCREPANCIES OR CONFLICTS WHICH BECOME

APPARENT BEFORE OR DURING CONSTRUCTION SHALL BE

BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD

AND COR PRIOR TO CONSTRUCTION SO THAT REDESIGN OR

CLARIFICATION MAY OCCUR.

4. THE ACTIVE EMERGENCY ROOM ENTRY MAY NOT BE BLOCKED

FOR ANY REASON, ER OPERATES 24/7.

KEY NOTES

1. ENTRANCE OF ANTICIPATED CONSTRUCTION.

2. SUGGESTED LAYDOWN AREA.

3. BUILDER'S LAYDOWN AREA MUST NOT EXTEND INTO THE

HOSPITAL PARAMETER ROAD. AUTO PATH MUST REMAIN

OPEN DURING WEEKDAYS.

4. EGRESS DOORS MUST HAVE CLEAR PATHWAY TO THE

STREET.

5. MAINTAIN EMERGENCY EGRESS PATHWAY THROUGHOUT

PROJECT.

SITE PLAN LAYOUT AREA

GX001

DKSRJO

AutoCAD SHX Text M

AutoCAD SHX Text

SS

AutoCAD SHX Text

SS

AutoCAD SHX Text

EXISTING BUILDING FF=1118.76

AutoCAD SHX Text

KEY PLAN

AutoCAD SHX Text

NTS

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

MAIN HOSPITAL

AutoCAD SHX Text

AMBULATORY CARE CLINIC (ACC)

AutoCAD SHX Text

REHABILITATION BUILDING

AutoCAD SHX Text

BLDG 1

AutoCAD SHX Text

BLDG 8

AutoCAD SHX Text

PATIO

AutoCAD SHX Text

PHARMACY

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text E

35-SPD

GENERAL EROSION CONTROL NOTES:

1. ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY THE RE/COR. RE/COR

RESERVES THE RIGHT TO ACCEPT OR REJECT ANY SUCH MATERIALS AND WORKMANSHIP THAT DOES NOT CONFORM TO VA, FEDERAL AND STATE OF COLORADO DEPARTMENT OF ENVIRONMENTAL QUALITY

REQUIREMENTS.

2. THE CONTRACTOR SHALL INSTALL EROSION/SEDIMENTATION CONTROLS PRIOR TO ANY SITE

PREPARATION WORK (E.G., CLEARING, GRUBBING OR EXCAVATION).

3. THE PLACEMENT OF EROSION/SEDIMENT CONTROLS SHALL BE 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 RE/COR.

5. AFTER THE INSTALLATION OF THE EROSION/SEDIMENT CONTROLS, THE CONTRACTOR SHALL SET UP AN ON-SITE "PRE-CONSTRUCTION" MEETING WITH THE RE/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 RE/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. ALL DISTURBED AREAS ARE TO BE SEEDED IN ACCORDANCE WITH SPECIFICATION SECTION 32 92 19.

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

RE/COR MUST APPROVE ANY WORK NECESSARY OUTSIDE THE LIMITS OF CONSTRUCTION AND, AT THE DISCRETION OF THE CO, 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 RE/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 RE/COR. THE RE/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 RE/COR. ALL NECESSARY MAINTENANCE AND REPAIR ACTIVITIES

SHALL BE COMPLETED WITHIN TWENTY-FOUR (24) HOURS AFTER DIRECTED BY THE RE/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. TOPSOIL SHALL BE STOCKPILED TO THE GREATEST EXTENT PRACTICABLE ON SITE (WITHIN "LIMITS OF CONSTRUCTION") FOR USE ON AREAS TO BE RE-VEGETATED. ANY AND ALL STOCKPILES SHALL BE PLACED IN AN APPROVED LOCATION BY RE/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 RE/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 RE/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. ANY SETTLEMENT OR SOIL ACCUMULATIONS BEYOND THE LIMITS OF CONSTRUCTION DUE TO GRADING OR EROSION SHALL BE REPAIRED IMMEDIATELY BY THE CONTRACTOR. THE CONTRACTOR SHALL BE

HELD RESPONSIBLE FOR REMEDIATION OF 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 RE/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 RE/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 GENERAL 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 RE/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 RE/COR.

28. THE CLEANING OF CONCRETE DELIVERY TRUCK CHUTES IS RESTRICTED TO APPROVED LOCATIONS ON THE JOB SITE AS APPROVED BY RE/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 RE/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.

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

DRAWING TITLE

VA FORM 08 - 6231

A

Fi le

P at h

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

PHASE:ARCHITECT/ENGINEER OF RECORD SEALCONSULTANT

321 4 5 6 7 8 9

Expand Supply Processing, Decontamination and Distribution Phoenix VA Health Care System

PHOENIX, ARIZONA

644-235

APPROVED: PROJECT DIRECTOR

SEPTEMBER 2019REVISIONS: DATE:

Group, Inc.

11031 SOUTH PIKES PEAK DRIVE #202

PARKER, COLORADO 80138

PH: 303.841.3922

WWW.AES-GRP.COM

DWG. OF

100% FINAL DESIGN

FULLY

SPRINKLERED

GARY ZETTL

VA PHOENIX GENERAL ENGINEER

PHONE: (602) 277-5551 X5512

C-001

GENERAL NOTES

C-001

ARCRID

CO

LO

RADO REG I STERED

PROFESS I ONA L ENG I N

EE

R

R I

CH

ARD I . DAY JR.38855

16 SEP 2020

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

BN BULLNOSE

BOT BOTTOM

BRK BRICK

BV BALL VALVE

CAP CAPACITY

CB CATCH BASIN; CEMENT BASE; CIRCUIT BREAKER

CD CONSTRUCTION DOCUMENTS; CONTRACT

DOCUMENTS

CF 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

CORR CORRIDOR

COV COVER; CUT OFF VALVE

CPLG COUPLING

CRCMF CIRCUMFERENCE

CRN CROWN

CRSI CONCRETE REINFORCING STEEL INSTITUTE

CRT YD COURTYARD

CSB CONCRETE SPLASH BLOCK

CSI CONSTRUCTION SPECIFICATIONS INSTITUTE

CSTL CAST STEEL

CTR CENTER; CONTOUR

CTRL CONTROL

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

DIA(Ø) DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DIP DUCTILE IRON PIPE

DIR DIRECTION

DIST DISTANCE

DIV DIVISION

DN DOWN

DOC DOCUMENT

DOM DOMESTIC

DOMW DOMESTIC WATER

DOUG FIR DOUGLAS FIR

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

EPT EXTERNAL PIPE THREAD

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 EL 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

MB MAIL BOX

MED MEDIUM

MER MERIDIAN

MET METAL

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

MTG MEETING

MULT MULTIPLE

MUNIC MUNICIPAL

MUTCD MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES

N NORTH

N&D NAIL AND DISK

NA NOT APPLICABLE

NAT NATURAL

NATL NATIONAL

NIC NOT IN CONTRACT

NO NORMALLY OPEN

NOM NOMINAL

NTP NOTICE TO PROCEED

NTS NOT TO SCALE

O, O2 OXYGEN

OA/FA/FA OUTSIDE AIR/FORCED AIR/FORCED AIR

OC ON CENTER

OCB OIL CIRCUIT BREAKER

OD OUTSIDE DIAMETER

OFC OFFICE

OFD OVERFLOW DRAIN

OH OVERHEAD

OPNG OPENING

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

PCCP CONCRETE PAVEMENT

PCF POUNDS PER CUBIC FOOT

PCT PERCENT

PED PEDESTAL

PEN PENETRATE

PERF PERFORATED

PERIM PERIMETER

PI POINT OF INTERSECTION

PIV POST INDICATOR VALVE

PL PLATE; PROPERTY LINE

POC POINT OF CURVE

POI POINT OF INTERSECTION

POLY POLYETHYLENE (PLASTIC)

POT POINT OF TANGENT

POW POWER LINE

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; POTENTIAL TRANSFORMER

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

SAMP SAMPLE

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

STRUCT STRUCTURAL

T&G TONGUE AND GROOVE

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

VAC VACUUM

VCB VACUUM CIRCUIT BREAKER

VEL VELOCITY

VENT VENTILATE

VERT VERTICAL

VIT VITREOUS

VC VERTICAL CURVE

VOL VOLUME

VPT VERTICAL POINT OF TANGENT

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

XPAN CROSS PAN

XSECT CROSS SECTION

XSTR EXTRA STRONG

YD YARD

YR YEAR

ZN ZONE

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

DRAWING TITLE

VA FORM 08 - 6231

A

Fi le

P at h

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

PHASE:ARCHITECT/ENGINEER OF RECORD SEALCONSULTANT

321 4 5 6 7 8 9

Expand Supply Processing, Decontamination and Distribution Phoenix VA Health Care System

PHOENIX, ARIZONA

644-235

APPROVED: PROJECT DIRECTOR

SEPTEMBER 2019REVISIONS: DATE:

Group, Inc.

11031 SOUTH PIKES PEAK DRIVE #202

PARKER, COLORADO 80138

PH: 303.841.3922

WWW.AES-GRP.COM

DWG. OF

100% FINAL DESIGN

FULLY

SPRINKLERED

GARY ZETTL

VA PHOENIX GENERAL ENGINEER

PHONE: (602) 277-5551 X5512

ARCRID

C-002

CIVIL LEGEND AND ABBREVIATIONS

CO

LO

RADO REGI STERED

PROFESS I ONA L ENG I N

EE

R

R I

CH

REMOVE CURB

AND GUTTER

45 LF

REMOVE CONCRETE

PAN

145 LF

CANOPY STRUCTURE

TO REMAIN

REMOVE AND RETAIN

SIGNAGE

5 EA

REMOVE

SIDEWALK

1800 SQ FT

REMOVE ASPHALT

PAVING

9200 SQ FT

REMOVE CURB

AND GUTTER

165 LF

REMOVE AND RETAIN

WHEEL STOPS

5 EA

REMOVE ADA RAMP

REMOVE CURB AND GUTTER

105 LF

EXISTING LIGHT TO REMAIN

EXISTING CANOPY

TO REMAIN

(NOT SHOWN)

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

DRAWING TITLE

VA FORM 08 - 6231

A

Fi le

P at h

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

PHASE:ARCHITECT/ENGINEER OF RECORD SEALCONSULTANT

321 4 5 6 7 8 9

Expand Supply Processing, Decontamination and Distribution Phoenix VA Health Care System

PHOENIX, ARIZONA

644-235

APPROVED: PROJECT DIRECTOR

SEPTEMBER 2019REVISIONS: DATE:

Group, Inc.

11031 SOUTH PIKES PEAK DRIVE #202

PARKER, COLORADO 80138

PH: 303.841.3922

WWW.AES-GRP.COM

DWG. OF

100% FINAL DESIGN

FULLY

SPRINKLERED

GARY ZETTL

VA PHOENIX GENERAL ENGINEER

PHONE: (602) 277-5551 X5512

RIDRID

CD100

CIVIL DEMOLITION PLAN

DEMOLITION PLAN LEGEND:

AREAS TO BE REMOVED

SHEET NOTES

1. EXISTING INFORMATION WAS DRAWN FROM MULTIPLE

SOURCES. VERIFY ALL SITE FEATURES AND UTILITY

LOCATIONS PRIOR TO STARTING WORK.

2. SUBMIT A DEMOLITION PLAN TO THE VA FOR APPROVAL

PRIOR TO STARTING WORK.

3. ESTABLISH EROSION CONTROL MEASURES PRIOR TO

STARTING WORK.

4. UNMARKED UTILITIES MAY EXIST IN AREAS INDICATED TO BE

REMOVED. A PRIVATE UTILITY LOCATE SERVICE SHALL BE

RETAINED BY THE CONTRACTOR PRIOR TO STARTING WORK.

5. ASPHALT THICKNESS IN REMOVAL AREAS HAS NOT BEEN

DETERMINED.

6. ALL TREES TO BE REMOVED TO BE VERIFIED BY VA.

7. QUANTITIES NOTED ON THIS PLAN ARE APPROXIMATE.

SCALE: 1" = 20'

0 20' 40' 60'10'

CO

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RADO REGI STERED

PROFESS I ONA L ENG I N

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R

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ARD I . DAY JR.38855

16 SEP 2020

1 - PHYSICAL SECURITY SETBACK 01.18.21 ADDENDUM #1

AutoCAD SHX Text

DN

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UP

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KEY PLAN

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NTS

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NORTH

AutoCAD SHX Text

MAIN HOSPITAL

AutoCAD SHX Text

AMBULATORY CARE CLINIC (ACC)

AutoCAD SHX Text

REHABILITATION BUILDING

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BLDG 1

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BLDG 8

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PATIO

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PHARMACY

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1 1

6.00 CONC WALK

FIELD LOCATE

8.00 CONC WALK

R47.18

8.00 CONC WALK

32.12

8.00

51.74 SETBACK

R2.00 R5.00

R4.50

R10.00

R132.00 R110.00

22.00

R5.00

R2.00 R10.00

55.15

58.14

54.23

5.71

143.09

6.37 1.63

4.50

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

DRAWING TITLE

VA FORM 08 - 6231

A

Fi le

P at h

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

PHASE:ARCHITECT/ENGINEER OF RECORD SEALCONSULTANT

321 4 5 6 7 8 9

Expand Supply Processing, Decontamination and Distribution Phoenix VA Health Care System

PHOENIX, ARIZONA

644-235

APPROVED: PROJECT DIRECTOR

SEPTEMBER 2019REVISIONS: DATE:

Group, Inc.

11031 SOUTH PIKES PEAK DRIVE #202

PARKER, COLORADO 80138

PH: 303.841.3922

WWW.AES-GRP.COM

DWG. OF

100% FINAL DESIGN

FULLY

SPRINKLERED

GARY ZETTL

VA PHOENIX GENERAL ENGINEER

PHONE: (602) 277-5551 X5512

ARCRID

KEY NOTES

1. TIE TO EXISTING CURB AND GUTTER

2. TIE TO EXISTING CONCRETE SIDEWALK

3. ABA COMPLIANT SIDEWALK RAMP

4. TIE TO EXISTING CONCRETE PAN

5. LANDSCAPE AREA. ROCK MULCH OR GRASS SEEDING - MATCH

SURROUNDING AREA. OBTAIN APPROVAL FROM THE COR OR

DESIGNATED HORTICULTURIST PRIOR TO SEEDING IF

NECCESSARY.

6. REMOVABLE BOLLARDS

7. EXTEND EXISTING ADA RAMP TO NEW CURB.

CI100

CIVIL IMPROVEMENTS

SCALE: 1" = 20'

0 20' 40' 60'10'

SHEET NOTES

1. SEE SHEETS C-500 THRU C-501 FOR CIVIL CONSTRUCTION

DETAILS.

2. ALL CURB DIMENSIONS MEASURED AT TOP BACK OF CURB

(TBC)

3. INSTALL CONCRETE PAN SLOPED CONSISTENT WITH EXISTING

DRAINAGE.

4. INSTALL CURB AND GUTTER WITH FLOW LINE AT EXISTING

PAVEMENT ELEVATION TO MATCH EXISTING DRAINAGE.

5. MATCH A STRAIGHT LINE BETWEEN THE ORIGINAL EXISTING

ROADWAY SUB-GRADE GRADE ELEVATIONS FOR THE ROADWAY

CROSS SECTION.

6. UPON COMPLETION OF CONSTRUCTION; ESTABLISH

VEGETATIVE COVER IN ALL DISTURBED AREAS.

CO

LO

RADO REGI STERED

PROFESS I ONA L ENGI N

EE

R

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ARD I . DAY JR.38855

16 SEP 2020

1 - PHYSICAL SECURITY SETBACK 01.18.21

ADDENDUM #1

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DN

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UP

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KEY PLAN

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NTS

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NORTH

AutoCAD SHX Text

MAIN HOSPITAL

AutoCAD SHX Text

AMBULATORY CARE CLINIC (ACC)

AutoCAD SHX Text

REHABILITATION BUILDING

AutoCAD SHX Text

BLDG 1

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BLDG 8

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PATIO

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PHARMACY

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2" LIFT

SUBGRADE

(COMPACT TO MIN. 95% OF MAX DRY

DENSITY PER ASTM D698)

GRANULAR BASEROCK

(COMPACT TO MIN 95% OF MAX DRY

DENSITY PER ASTM D698)

AC PAVEMENT

(COMPACT TO MIN 91% OF MAX DENSITY

PER RICE STANDARD METHOD)

NOTES:

1. DESIGN SUBGRADES SHALL BE COMPACTED AND PROOF-ROLLED PRIOR TO PLACEMENT OF

BASEROCK. IF SUBGRADE PASSES PROOF-ROLL BUT FAILS DENSITY TESTING, INSTALL MIN. 4.5 OZ

NON-WOVEN GEOTEXTILE FABRIC ON SUBGRADE PRIOR TO PLACEMENT OF BASEROCK. FAILURE

OF PROOF-ROLL WILL REQUIRE OVER EXCAVATION OR REPAIR AS DIRECTED BY PROJECT

GEOTECHNICAL ENGINEER OR ER/COR.

2. IF SUBGRADE FAILS THE PROOF-ROLL, SUBGRADE SHALL BE OVEREXCAVATED TO FIRM AND

UNYIELDING SOIL AND BACKFILLED WITH COMPACTED BASEROCK OVER MIN. 8.0-OZ. NON-WOVEN

FABRIC AS REQUIRED TO ALLOW COMPACTION OF UPPER (DESIGN) BASEROCK SECTION AND TO

MAINTAIN STRUCTURAL INTEGRITY OF SUBGRADE SOILS. TYPICAL MINIMUM OVEREXCAVATION

REQUIRED IS 12-INCHES. NO RUBBER TIRED EQUIPMENT ALLOWED ON SUBGRADE FOLLOWING

OVEREXCAVATION.

3. PASSING PROOF-ROLL ON BASEROCK IS ALSO REQUIRED IMMEDIATELY PRIOR TO PAVING.

4. PROVIDE TACK COAT BETWEEN ASPHALT LIFTS.

5. CONTRACTOR SHALL CONFORM TO ALL RECOMMENDATIONS IN GEOTECHNICAL REPORT.

SCALE:

C-500

AC PAVEMENT SECTION

NTS

PAVEMENT & BASEROCK SECTIONS:

2" LIFT

2 12" WEAR COVER

HEAVY DUTY PAVEMENT

5 1/2" AC PAVEMENT

6" OF AGGREGATE BASE COURSE

28" OVER EXCAVATED AND COMPACTED NATIVE MATERIAL

8" SCARIFY AND COMPACT NATIVE MATERIAL

NOTES:

1. CROSS SLOPE OF GUTTER SAME AS PAVEMENT.

2. CONCRETE SHALL BE 4000 PSI AT 28 DAYS.

3. CONTRACTION JOINTS ARE REQUIRED AT 15-FT

INTERVALS AND AT INLET STRUCTURES AND

WHEELCHAIR RAMPS. DEPTH OF JOINTS SHALL BE AT

LEAST 1-1/2".

4. CONSTRUCT EXPANSION JOINTS (MIN. 1/2" THICK

PREMOLDED BITUMINOUS MATERIAL) AT MAXIMUM 200

FEET SPACING AND AT SIDES OF DRIVEWAY

APPROACHES AND POINTS OF TANGENCY.

5. CURBS TO CURE A MINIMUM OF 7 DAYS PRIOR TO

PLACING FINAL BASEROCK AND PAVING.

24"

6"

6"

12"

1/2" R

PAVEMENT

1" R

1/2" R 1/8" R

MINIMUM 6" COMPACTED

CRUSHED ROCK

1"

6"

STABLE SUBGRADE

SCALE:

C-500

VERTICAL CURB AND GUTTER

NTS

2% (SEE NOTE 1)

4'

CONCRETE VALLEY GUTTER NOTES:

1. PCC CONSTRUCTION SHALL CONFORM TO PORTLAND CEMENT ASSOCIATION (PCA)

SPECIFICATIONS, UNLESS OTHERWISE SPECIFIED.

2. ALL CONCRETE SHALL BE 4000 PSI @ 28 DAYS.

3. CONTRACTION JOINTS SHALL BE PLACED AT 15' MIN. INTERVALS. DEPTH OF JOINT SHALL BE A

MINIMUM OF 1/3 TO MAXIMUM 1/2 THE GUTTER SECTION.

4. CONSTRUCT 12" WIDE BENCH MONOLITHICALLY WITH VALLEY GUTTER FOR PAVEMENT SUPPORT.

BENCH DEPTH TO MATCH PAVEMENT THICKNESS.

5. VALLEY GUTTER TO CURE A MINIMUM OF 7 DAYS PRIOR TO PLACING FINAL BASEROCK AND PAVING

ALLEY.

6. LONGITUDINAL GUTTER GRADE SHALL NOT BE LESS THAN 0.3%.

7. DESIGN SUBGRADES SHALL BE COMPACTED AND PROOF-ROLLED PRIOR TO PLACEMENT OF

BASEROCK. IF SUBGRADE PASSES PROOF-ROLL BUT FAILS DENSITY TESTING, INSTALL MIN. 4.5 OZ

NON-WOVEN GEOTEXTILE FABRIC ON SUBGRADE PRIOR TO PLACEMENT OF BASEROCK. FAILURE

OF PROOF-ROLL WILL REQUIRE OVEREXCAVATION OR REPAIR AS DIRECTED BY PROJECT

GEOTECHNICAL ENGINEER OR ER/COR.

8. IF SUBGRADE FAILS THE PROOF-ROLL, SUBGRADE SHALL BE OVEREXCAVATED TO FIRM AND

UNYIELDING SOIL AND BACKFILLED WITH COMPACTED BASEROCK OVER MIN. 8.0-OZ. NON-WOVEN

FABRIC AS REQUIRED TO ALLOW COMPACTION OF UPPER (DESIGN) BASEROCK SECTION AND TO

MAINTAIN STRUCTURAL INTEGRITY OF SUBGRADE SOILS. TYPICAL MINIMUM OVEREXCAVATION

REQUIRED IS 12-INCHES. NO RUBBER TIRED EQUIPMENT ALLOWED ON SUBGRADE FOLLOWING

OVEREXCAVATION.

8" M

IN

AC PAVEMENT,

SEE PLANS

SCALE:

C-500

CONCRETE VALLEY GUTTER

NTS

S=1% MIN

2" MIN OF COMPACTED

CRUSHED ROCK

COMPACTED SUBGRADE

8"

6"

6"

SLOPE TO DRAIN

* SLOPE BOTTOM OF TRENCH DRAIN

METAL TRENCH GRATE

4" CONCRETE PAVING

REINFORCED WITH 6 X 6

# 10 W.W.M.

COMPACTED EARTH

TO TIE IN WITH EXISTING DRAINAGE

1" X 1"

NOTCH

SCALE:

C-500

STANDARD TRENCH GRATE INLET

NTS

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

DRAWING TITLE

VA FORM 08 - 6231

A

Fi le

P at h

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

PHASE:ARCHITECT/ENGINEER OF RECORD SEALCONSULTANT

321 4 5 6 7 8 9

Expand Supply Processing, Decontamination and Distribution Phoenix VA Health Care System

PHOENIX, ARIZONA

644-235

APPROVED: PROJECT DIRECTOR

SEPTEMBER 2019REVISIONS: DATE:

Group, Inc.

11031 SOUTH PIKES PEAK DRIVE #202

PARKER, COLORADO 80138

PH: 303.841.3922

WWW.AES-GRP.COM

DWG. OF

100% FINAL DESIGN

FULLY

SPRINKLERED

GARY ZETTL

VA PHOENIX GENERAL ENGINEER

PHONE: (602) 277-5551 X5512

ARCRID

C-500

CIVIL DETAILS

CO

LO

RADO REG I STERED

PROFESS I ONA L ENG I N

EE

R

R I

CH

1. CONCRETE SHALL BE AIR-ENTRAINED TO RESULT IN 4

PERCENT AIR ± 1%. MAX. SLUMP 4" BEFORE ADDING

PLASTICIZER, CONSOLIDATE WITH MECHANICAL VIBRATORS.

MIN. 28-DAY COMPRESSIVE STRENGTH OF 4,000 PSI.

2. TRANSVERSE AND LONGITUDINAL CONSTRUCTION JOINTS @

12' MAX.

3. PROVIDE LOAD TRANSFER AT THE INTERFACE BETWEEN

AREAS OF CONCRETE PLACED AT DIFFERENT TIMES USING

TIED AND KEYED OR BUTT-TYPE CONSTRUCTION JOINTS.

4. BUTT-TYPE CONSTRUCTION JOINTS SHALL HAVE THE

PAVEMENT EDGES THICKENED BY APPROXIMATELY 20%.

5. CONSTRUCTION JOINTS TO BE PLACED AT PLANNED

CONSTRUCTION JOINT…