36C25018B0795-011.pdf

1050 Wilshire Drive, Suite 260 Troy, MI 48084 T 248-643-6222

SSOE, Inc.

D A

T E

FULLY SPRINKLERED

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87

F

E

D

C

B

A

97 8654321

Department of Veterans Affairs

VA ANN ARBOR MEDICAL CENTER CAMPUS

PROJECT #: 015-01361-00

BIDS SUBMISSION_REVISED

C A u to d e s k \R e v it \0

A

S

S O

E .r v t

/9

/2

:4 :0

P

M

Scale:

GI001

COVER, DRAWING INDEX

IBARRA

506-329CLINICAL & ADMINISTRATIVE

BUILDING

DOEMER04-12-18

US DEPARTMENT OF VETERANS AFFAIRS

VA MEDICAL CENTER, ANN ARBOR, MICHIGAN

Project Number: 506-329

CLINICAL & ADMINISTRATIVE BUILDING

1 148

CAMPUS MAP

N

VICINITY MAP

NPROJECT LOCATION

PROJECT LOCATION

ELECTRICAL

E000 ELECTRICAL SYMBOLS, LEGEND AND NOTES

E001 SCHEDULES AND NOTES

ES100 SITE PLAN - TELECOMMUNICATIONS AND ELECTRICAL

NEW WORK

EG110 FIRST FLOOR GROUNDING PLAN

ESD100 SITE PLAN - TELECOMMUNICATIONS AND ELECTRICAL

DEMOLITION

ED100 CRAWL SPACE PLAN - DEMOLITION

EL100 BASEMENT LIGHTING PLAN

EL110 FIRST FLOOR LIGHTING PLAN

EL120 SECOND FLOOR LIGHTING PLAN

EL130 THIRD FLOOR LIGHTING PLAN

EP100 BASEMENT POWER PLAN

EP110 FIRST FLOOR POWER PLAN

EP120 SECOND FLOOR POWER PLAN

EP130 THIRD FLOOR POWER PLAN

EP140 ROOF POWER PLAN

EP502 ELECTRICAL DETAILS

EP501 ELECTRICAL DETAILS

EP601 ELECTRICAL RISER DIAGRAM - DEMOLITION AND NEW

WORK

EP620 PANEL SCHEDULES

EP621 PANEL SCHEDULES

MECHANICAL

MH001 HVAC SYMBOLS AND ABBREVIATIONS

MH100 HVAC BASEMENT PLAN

MH110 HVAC FIRST FLOOR PLAN

MH120 HVAC SECOND FLOOR PLAN

MH130 HVAC THIRD FLOOR PLAN

MH140 HVAC ROOF PLAN

MH150 MECHANICAL SCHEDULES

MH151 MECHANICAL SCHEDULES

MH152 MECHANICAL SCHEDULES

MH153 HVAC RISER DIAGRAMS

MH501 HVAC DETAILS

MH502 HVAC SEQUENCE OF OPERATIONS

MP100 PIPING BASEMENT PLAN

MP110 PIPING FIRST FLOOR PLAN

MP120 PIPING SECOND FLOOR PLAN

MP130 PIPING THIRD FLOOR PLAN

MP500 MECHANICAL PIPING DETAILS

STRUCTURAL

SC001 STRUCTURAL CONCRETE GENERAL NOTES

SC002 SPECIAL INSPECTION SCHEDULES

SC100 FOUNDATION PLAN

SC300 FOUNDATION SECTIONS

SC301 FOUNDATION SECTIONS

SC302 PIER DETAILS

SC500 TYPICAL FOUNDATION DETAILS

SS001 STRUCTURAL STEEL GENERAL NOTES

SS110 FIRST FLOOR FRAMING PLAN

SS120 SECOND FLOOR FRAMING PLAN

SS130 THIRD FLOOR FRAMING PLAN

SS140 ROOF FRAMING PLAN

SS200 BRACE BAY ELEVATIONS & DETAILS

SS300 FRAMING SECTIONS

SS301 FRAMING SECTIONS

SS500 TYPICAL FRAMING DETAILS

SS600 COLUMN SCHEDULE

PLUMBING

PL001 GENERAL NOTES, ABBREVIATIONS, AND SYMBOLS

PL100 PLUMBING BASEMENT PLAN

PL110 PLUMBING FIRST FLOOR PLAN

PL120 PLUMBING SECOND FLOOR PLAN

PL130 PLUMBING THIRD FLOOR PLAN

PL200 PLUMBING PIPING PARTIAL PLANS

PL300 PLUMBING PIPING RISER DIAGRAMS

PL301 PLUMBING PIPING RISER DIAGRAMS

PL302 PLUMBING PIPING RISER DIAGRAMS

PL400 PLUMBING DETAILS

PL500 PLUMBING SCHEDULES

FIRE PROTECTION

FP001 FIRE PROTECTION GENERAL NOTES AND DETAILS

FP100 FIRE PROTECTION BASEMENT PLAN

FP101 FIRE PROTECTION FIRST FLOOR PLAN

FP102 FIRE PROTECTION SECOND FLOOR PLAN

FP103 FIRE PROTECTION THIRD FLOOR PLAN

ARCHITECTURAL

AD100 DEMOLITION PLAN

AE100 BASEMENT FLOOR PLAN

AE110 FIRST FLOOR PLAN

AE120 SECOND FLOOR PLAN

AE130 THIRD FLOOR PLAN

AE140 ROOF PLAN

AE150 BASEMENT REFLECTED CEILING PLAN

AE151 FIRST FLOOR REFLECTED CEILING PLAN

AE152 SECOND FLOOR REFLECTED CEILING PLAN

AE153 THIRD FLOOR REFLECTED CEILING PLAN

AE160 ENLARGED FLOOR PLANS

AE200 EXTERIOR ELEVATIONS

AE201 EXTERIOR ELEVATIONS

AE300 BUILDING SECTIONS

AE310 WALL SECTIONS

AE311 WALL SECTIONS

AE314 EXTERIOR DETAILS

AE315 EXTERIOR DETAILS

AE316 EXTERIOR DETAILS

AE317 EXTERIOR DETAILS

AE318 EXTERIOR DETAILS

AE400 ENLARGED STAIR PLANS, SECTIONS AND DETAILS

AE401 ENLARGED STAIR PLANS, SECTIONS AND DETAILS

AE402 ENLARGED ELEVATOR PLANS, SECTIONS AND

DETAILS

AE403 ELEVATOR DETAILS

AE460 INTERIOR ELEVATIONS

AE510 EXTERIOR PLAN DETAILS

AE511 EXTERIOR PLAN DETAILS

AE512 EXTERIOR PLAN DETAILS

AE513 PLAN DETAILS

AE520 ROOF DETAILS

AE540 PARTITION SCHEDULE AND DETAILS

AE541 DETAILS

AE560 CASEWORK

AE600 DOOR SCHEDULE AND DETAILS

AE810 FIRST FLOOR DEDUCT ALTERNATE 7 PLAN

AE820 SECOND FLOOR DEDUCT ALTERNATE 7 PLAN

AE830 THIRD FLOOR DEDUCT ALTERNATE 7 PLAN

AE851 FIRST FLOOR REFLECTED CEILING DEDUCT

ALTERNATE 7 PLAN

AE852 SECOND FLOOR REFLECTED CEILING DEDUCT

ALTERNATE 7 PLAN

AE853 THIRD FLOOR REFLECTED CEILING DEDUCT

ALTERNATE 7 PLAN

AE863 THIRD FLOOR DEDUCT ALTERNATE 8 PLAN

AE873 THIRD FLOOR REFLECTED CEILING DEDUCT

ALTERNATE 8 PLAN

INTERIORS

IN100 OVERALL BASEMENT FLOOR DISTRIBUTION PLAN

IN110 OVERALL FIRST FLOOR DISTRIBUTION PLAN

IN120 OVERALL SECOND FLOOR DISTRIBUTION PLAN

IN130 OVERALL THIRD FLOOR DISTRIBUTION PLAN

IN200 OVERALL BASEMENT FLOOR F.F.E. PLAN

IN210 OVERALL FIRST FLOOR F.F.E. PLAN

IN220 OVERALL SECOND FLOOR F.F.E. PLAN

IN230 OVERALL THIRD FLOOR F.F.E. PLAN

IN650 ROOM FINISH SCHEDULE & SIGNAGE SCHEDULE

GENERAL

GI001 COVER, DRAWING INDEX

GI002 DEPARTMENTAL SPACE USE PLAN

GI003 LIFE SAFETY PLANS

HAZARDOUS MATERIALS

HA100 ASBESTOS ABATEMENT

DRAWING INDEX DRAWING INDEX DRAWING INDEX DRAWING INDEX

CIVIL

CS100 DEMOLITION PLAN

CS200 GEOMETRIC PLAN

CS300 GRADING PLAN

CS400 UTILITY PLAN

CS500 CONSTRUCTION STAGING PLAN

CS600 GENERAL NOTES & SITE DETAILS

LP100 LANDSCAPE PLAN

TELECOM

ET001 TELECOMMUNICATIONS SYMBOLS LEGEND

ET100 TELECOMMUNICATIONS - BASEMENT FLOOR PLAN

ET110 TELECOMMUNICATIONS - FIRST FLOOR PLAN

ET120 TELECOMMUNICATIONS - SECOND FLOOR PLAN

ET130 TELECOMMUNICATIONS - THIRD FLOOR PLAN

ET140 FLOOR PLANS FOR BUILDINGS 1W, 2, 3 & 15

ET601 TELECOMMUNICATIONS RISER PLAN

EY100 FIRE ALARM / SECURITY - BASEMENT FLOOR PLAN

EY110 FIRE ALARM / SECURITY - FIRST FLOOR PLAN

EY120 FIRE ALARM / SECURITY - SECOND FLOOR PLAN

EY130 FIRE ALARM / SECURITY - THIRD FLOOR PLAN

EY601 FIRE ALARM / SECURITY RISER DIAGRAM

DESIGN DEVELOPMENT SUBMISSION 1 04-15-16

DESIGN DEVELOPMENT SUBMISSION 2 06-10-16

95% CONSTRUCTION DOCUMENTS

SUBMISSION

11-15-16

BIDS SUBMISSION 01-20-17

BIDS SUBMISSION_REVISED 04-12-18

MH101-BD HVAC BASEMENT PLAN - BID DEDUCT ALTERNATE

MH131-BD HVAC THIRD FLOOR PLAN - BID DEDUCT ALTERNATE

MH141-BD HVAC ROOF PLAN - BID DEDUCT ALTERNATE

856 SF

MECHANICAL

251 SF

SPRINKLERS

124 SF

IT

153 SF

ELECTRICAL

362 SF

HAC

CORRIDOR

001STAIRS

S-1

ELEVATOR

E-1

CORRIDOR

C O

R R

ID

O

R

ELEV.

MAC.

RM.

108 SF

EXAM

110 SF

EXAM

99 SF

PHYS /

PROV

99 SF

HR

PROCESS

96 SF

HR

BENEFITS

SPECIALIST

97 SF

HR

SPECIALIST

OFFICER

98 SF

HR

SPECIALIST

OFFICER

151 SF

HR

CHIEF

OFFICER

123 SF

ASSIST

HR

CHIEF

OFFICER

1024 SF

OPEN

OFFICE

100 SF

HR

PROCESS

BENEFITS

104 SF

HR

RECRUITMENT

105 SF

HR

SPECIALIST

OFFICER

177 SF

WOMEN'S

TOILET

171 SF

MEN'S

TOILET

73 SF

OWC

73 SF

RECORDS

STORAGE

85 SF

TREATMENT

AREA

47 SF

HAC

45 SF

IT

44 SF

ELECTRICAL

159 SF

CORRIDOR

270 SF

ELEVATOR

LOBBY

2011 SF

OPEN

OFFICE

99 SF

HR

BENEFIT

RA/FMLA

100 SF

WAITING

115 78 SF

P.I.V.

80 SF

P.I.V

116 SF

VESTIBULE

112 SF

OPEN

OFFICE

43 SF

TLT

STAIRS

S-2

STAIRS

S-1 ELEVATOR

E-1

CORRIDOR

CORRIDOR

28 SF

COFFEE

36 SF

VESTIBULE

83 SF

WAITING

CORRIDOR

1053 SF

OPEN

OFFICE

2220 SF

OPEN

OFFICE

107 SF

CODING

SUPERVISOR

OFFICE

107 SF

ADMINISTRATIVE

OFFICER

177 SF

WOMEN'S

TOILET

36 SF

VESTIBULE

171 SF

MEN'S

TOILET

47 SF

HAC

45 SF

IT

44 SF

ELECTRICAL

CORRIDOR

246 SF

ELEVATOR

LOBBY

STAIRS

S-1

453 SF

OPEN

OFFICE

445 SF

OPEN

OFFICE

96 SF

MED

RECORDS

SUPERVISOR

96 SF

NON-VA

CARE

SUPV

101 SF

RECORD

MANAGER

OFFICER

103 SF

SCANNING

SUPV

98 SF

ASST

CHIEF

MAS

OFF

151 SF

CHIEF

MAS

OFFICER

123 SF

HBU

SUPRVISOR

STAIRS

S-2

197 SF

CONF.

ROOM

ELEVATOR

E-1

28 SF

COFFEE

151 SF

CFO

227 79 SF

INTERNAL

AUDITOR

112 SF

ACCOUNTING

SUPERVISOR

98 SF

ASSISTANT

CHIEF

134 SF

CHIEF

444 SF

OPEN

OFFICE

123 SF

AFO

CORRIDOR

394 SF

OPEN

OFFICE

54 SF

UNISEX

RR

257 SF

ELEVATOR

LOBBY

STAIRS

S-1

150 SF

BREAK

ROOM

137 SF

CORRIDOR

197 SF

CONFERENCE

ROOM

44 SF

ELECTRICAL

45 SF

IT

47 SF

HAC

171 SF

MEN'S

TOILET

36 SF

VESTIBULE

177 SF

WOMEN'S

TOILET

222107 SF

PAYROLL

SUPERVISOR

107 SF

MCA

PROGRAM

OFFICE

1058 SF

OPEN

OFFICE

28 SF

COFFEE

STAIRS

S-2

2099 SF

OPEN

OFFICE

ELEVATOR

E-1

SPACE USE LEGEND

BUSINESS OFFICE

EMPLOYEE HEALTH

FINANCE

HUMAN RESOURCES

PROSTHETICS PURCHASING

SHARED / SUPPORT AREAS

SHARED - UTILITY

AREA SCHEDULE

NAME AREA

FIRST FLOOR 7,583 SF

SECOND FLOOR 7,473 SF

7,473 SFTHIRD FLOOR

TOTAL 22,529 SF

BASEMENT 2,935 SF

LEGEND

1050 Wilshire Drive, Suite 260 Troy, MI 48084 T 248-643-6222

SSOE, Inc.

D A

T E

FULLY SPRINKLERED

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87

F

E

D

C

B

A

97 8654321

Department of Veterans Affairs

VA ANN ARBOR MEDICAL CENTER CAMPUS

PROJECT #: 015-01361-00

BIDS SUBMISSION_REVISED

C A u to d e s k \R e v it \0

A

S

S O

E .r v t

/9

/2

:4 :1

P

M

Scale: 1/8" = 1'-0"

GI002

DEPARTMENTAL SPACE USE PLAN

IBARRA

506-329CLINICAL & ADMINISTRATIVE

BUILDING

DOEMER04-12-18

2 148

SCALE: 1/8" = 1'-0"GI002

C1 BASEMENT FLOOR PLAN

SCALE: 1/8" = 1'-0"GI002

C5 FIRST FLOOR PLAN

SCALE: 1/8" = 1'-0"GI002

F5 THIRD FLOOR PLAN

SCALE: 1/8" = 1'-0"GI002

F1 SECOND FLOOR PLAN

N N

NN

ROOM

NAME

100 SF PROPOSED SQUARE FOOTAGE

WORK STATIONS PRIVATE OFFICES

-BUSINESS OFFICE 43 9

-EMPLOYEE HEALTH 3 2

-FINANCE 29 5

-HUMAN RESOURCES 29 11

-PROTHETICS 12 2

PURCHASING

DEPARTMENT OFFICE AND

WORK STATION COUNT

DESIGN DEVELOPMENT SUBMISSION 1 04-15-16

DESIGN DEVELOPMENT SUBMISSION 2 06-10-16

95% CONSTRUCTION DOCUMENTS

SUBMISSION

11-15-16

BIDS SUBMISSION 01-20-17

BIDS SUBMISSION_REVISED 04-12-18

96 SF

HR

BENEFITS

SPECIALIST

99 SF

PHYS /

PROV

108 SF

EXAM

110 SF

EXAM

73 SF

RECORDS

STORAGE

112 SF

OPEN

OFFICE

43 SF

TLT

85 SF

TREATMENT

AREA

14099 SF

HR

PROCESS

73 SF

OWC

105 SF

HR

SPECIALIST

OFFICER

98 SF

HR

SPECIALIST

OFFICER

151 SF

HR

CHIEF

OFFICER

123 SF

ASSIST

HR

CHIEF

OFFICER

1024 SF

OPEN

OFFICE

104 SF

HR

RECRUITMENT

100 SF

HR

PROCESS

BENEFITS

177 SF

WOMEN'S

TOILET

171 SF

MEN'S

TOILET

36 SF

VESTIBULE

2011 SF

OPEN

OFFICE

47 SF

HAC

45 SF

IT

44 SF

ELECTRICAL

CORRIDOR

270 SF

ELEVATOR

LOBBY

80 SF

P.I.V

78 SF

P.I.V.

100 SF

WAITING

99 SF

HR

BENEFIT

RA/FMLA

116 SF

VESTIBULE

STAIRS

S-1 ELEVATOR

E-1

CORRIDOR

CORRIDOR

STAIRS

S-2

FEC

FEC

F E

C

97 SF

HR

SPECIALIST

OFFICER

STAIR DOOR

.03

0.2

STAIR DOOR

.03

0.2

DOOR

0.2

7583 SQUARE FEET

OCCUPANT LOAD 1/100 GROSS = 76 PERSONS (TABLE 1004.1.2, IBC)

132 LF

REMOTENESS 105 LF

(30' MIN.)

MIDPOINT 76 LF TRAVEL

DISTANCE EACH

DIRECTION

MIDPOINT 85 LF TRAVEL

DISTANCE EACH DIRECTION

SS

S

2-HR UL. DESIGN

NO. U905

2-HR UL.

DESIGN

NO. U430

2-HR UL. DESIGN

NO. U404

2-HR UL. DESIGN

NO. U404

2-HR SPRAY-ON

FIREPROOFING

ABOVE UL. DESIGN

NO. D902

2-HR UL. DESIGN

NO. U438

2-HR UL.

DESIGN

NO. U905

1-HR UL.

DESIGN

NO. U430

S

S S

S

S S

SSS

S

S

S

S

S

S

S

S

S

S S

S

S

S

S

S

SSS

S

2 HOUR RATED

ASSEMBLY

S S

ELEVATOR

E-1

STAIRS

S-1

362 SF

HAC

CORRIDOR

153 SF

ELECTRICAL

108 SF

ELEV.

MAC.

RM.

124 SF

IT

251 SF

SPRINKLERS

856 SF

MECHANICAL

CORRIDOR

CORRIDOR

STAIR DOOR

.03

0.2

FEC

2935 SQUARE FEET

OCCUPANT LOAD 1/300 GROSS = 10 PERSONS (TABLE 1004.1.2 IBC)

2-HR UL.

DESIGN

NO. U438

2-HR UL.

DESIGN

NO. U905

2-HR UL.

DESIGN

NO. U905

2-HR SPRAY-ON

FIREPROOFING

ABOVE UL.

DESIGN NO. D902

(SHADED)

2-HR UL.

DESIGN

NO. U419

74'-6" MAX TRAVEL

DISTANCE

2-HR CEILING

UL. DESIGN

NO. U438

S

S S

S SS S

S

S

SS

S

S

S1

151 SF

CFO

79 SF

INTERNAL

AUDITOR

134 SF

CHIEF

54 SF

UNISEX

RR

STAIRS

S-1

123 SF

AFO

45 SF

IT

47 SF

HAC

44 SF

ELECTRICAL

257 SF

ELEVATOR

LOBBY

ELEVATOR

E-1

107 SF

PAYROLL

SUPERVISOR

107 SF

MCA

PROGRAM

OFFICE

177 SF

WOMEN'S

TOILET

222 171 SF

MEN'S

TOILET

98 SF

ASSISTANT

CHIEF

112 SF

ACCOUNTING

SUPERVISOR

150 SF

BREAK

ROOM

197 SF

CONFERENCE

ROOM

STAIRS

S-2

28 SF

COFFEE

36 SF

VESTIBULE

2099 SF

OPEN

OFFICE

CORRIDOR

1058 SF

OPEN

OFFICE

444 SF

OPEN

OFFICE

CORRIDOR

F E

C

FEC

FEC

CG

CG

CG 394 SF

OPEN

OFFICE

STAIR DOOR

.03

0.2

STAIR DOOR

.03

0.2

7473 SQUARE FEET

OCCUPANT LOAD 1/100 GROSS = 75 PERSONS (TABLE 1002.1.1, IBC)

132 LF

REMOTENESS 88 LF

(30' MIN.)

MIDPOINT 67 LF TRAVEL

DISTANCE EACH

DIRECTION

MIDPOINT 75 LF TRAVEL

DISTANCE EACH DIRECTION

2-HR UL.

DESIGN NO.

U905

1-HR UL.

DESIGN

NO. U430

2-HR UL. DESIGN

NO. U438

2-HR UL.

DESIGN

NO. U905

S S

S

S S

SS S

SS

S

S

S

S

S

S

S

S

S

S

S

S

151 SF

CHIEF

MAS

OFFICER

98 SF

ASST

CHIEF

MAS

OFF

103 SF

SCANNING

SUPV

101 SF

RECORD

MANAGER

OFFICER

96 SF

NON-VA

CARE

SUPV

96 SF

MED

RECORDS

SUPERVISOR

445 SF

OPEN

OFFICE

453 SF

OPEN

OFFICE

246 SF

ELEVATOR

LOBBY

197 SF

CONF.

ROOM

CORRIDOR

2220 SF

OPEN

OFFICE

171 SF

MEN'S

TOILET

177 SF

WOMEN'S

TOILET

36 SF

VESTIBULE

107 SF

CODING

SUPERVISOR

OFFICE

107 SF

ADMINISTRATIVE

OFFICER

1053 SF

OPEN

OFFICE

123 SF

HBU

SUPRVISOR

ELEVATOR

E-1

STAIRS

S-1

STAIRS

S-2

CORRIDOR

FEC

F E

C

FEC

STAIR DOOR

.03

0.2

STAIR DOOR

.03

0.2

7473 SQUARE FEET

OCCUPANT LOAD 1/100 GROSS = 75 PERSONS (TABLE 1002.1.2, IBC)

132 LF

REMOTENESS 88 LF

(30' MIN.)

MIDPOINT 66 LF TRAVEL

DISTANCE EACH

DIRECTION

MIDPOINT 75 LF TRAVEL

DISTANCE EACH DIRECTION

2-HR UL.

DESIGN

NO.U905

2-HR SPRAY-ON

FIREPROOFING

ABOVE UL. DESIGN

NO. P714

2-HR SPRAY-ON

FIREPROOFING ABOVE UL.

DESIGN NO. P714

2-HR UL.

DESIGN

NO.U905

1-HR SPRAY-

ON

FIREPROOFING

ABOVE UL.

DESIGN NO.

P714

1 HR UL. DESIGN

NO. U430

2-HR UL DESIGN

NO. 438

S S

S

S S

SSSS

SS

S

S

S

S

S

S

S

S

S

S

S

NEW 3 STORY BUILDING

PROJECT: VA CLINICAL AND ADMINISTRATIVE BUILDING

SSOE GROUP #: 015-01361-00

OCCUPANCY: BUSINESS

NUMBER OF STORIES: THREE (3) PLUS A BASEMENT

CONSTRUCTION CLASS: II B

OWNER: VETERANS HEALTH ADMINISTRATION

SECTION 1 PREVAILING CODES

LIFE SAFETY CODE: NFPA-101 2015 EDITION

BUILDING CODE: CC INTERNATIONAL BUILDING CODE -

2015 EDITION

MECHANICAL CODE: CC INTERNATIONAL MECHANICAL

CODE - 2015 EDITION

PLUMBING CODE: ICC INTERNATIONAL PLUMBING

CODE - 2015 EDITION

ELECTRICAL CODE: NATIONAL ELECTRIC CODE - 2014

EDITION

ENERGY: ASHRAE 90.1 - 2007 EDITION

ACCESSIBILITY: ABAAS

FIRE CODE: NFPA-1 2015 EDITION

SECTION 2 BASIC BUILDING INFORMATION

INCIDENTAL USES: NONE

FIRE PROTECTION: THE BUILDING WILL BE FULLY

SPRINKLERED, IN COMPLIANCE WITH

NFPA-13

LIFE SAFETY INFORMATION

ELEMENT SUPPORTING: FIRE RATING UL ASSEMBLY

BEARING

WALLS

FLOOR

ROOF

COLUMNS FLOOR

ROOF

SLAB/

BEAMS

FLOOR

ROOF

FLOOR/CEILING

ASSEMBLIES

ROOF/CEILING

ASSEMBLIES

NON-BEARING

WALLS

0EXTERIOR

OR INTERIOR

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

HEIGHT AND AREA LIMITATIONS:

NFPA-101 2015 NO REQUIREMENT

IBC TABLE 504.3, 504.4 ALLOWABLE HEIGHT: 4 STORIES, 74 FEET

IBC TABLE 506.2 ALLOWABLE AREA: 69,000 SQUARE

FEET

ACTUAL HEIGHT: 3 STORIES

THE HIGHEST OCCUPIED FLOOR IS APPROXIMATELY 30 FEET ABOVE GRADE. THE

BUILDING IS NOT CLASSIFIED AS HIGH-RISE CONSTRUCTION

FLOOR AREA

FIRST FLOOR: 7,583 SQUARE FEET

SECOND FLOOR: 7,473 SQUARE FEET

THIRD FLOOR: 7,473 SQUARE FEET

BASEMENT 2,935 SQUARE FEET

TOTAL: 22,529 SQUARE FEET (25,464 SF

INCLUDING BASEMENT)

SECTION 3 OCCUPANT LOAD (TABLE 1004.1.2 IBC)

APPROXIMATE OCCUPANT LOAD:

MAXIMUM FLOOR AREA (THIRD FLOOR): 7,493 SF X 1 PERSON/100 SF (BUSINESSS

USE) = 75 PEOPLE

SECTION 4 EXITS

EXITS REQUIRED BASED ON OCCUPANT LOAD:

FOR OCCUPANT LOADS LESS THAN 50: 1

FOR OCCUPANT LOADS BETWEEN 50 AND 500: 2

FOR OCCUPAND LOADS BETWEEN 501 AND 1000: 3

NUMBER OF EXITS REQUIRED PER FLOOR: 2

EXIT CAPACITY:

ALLOWABLE EXIT CAPACITY FOR EGRESS COMPONENTS NFPA-101 TABLE 7.3.3.1

DOORS: .2 INCHES PER OCCUPANT

CORRIDORS: .2 INCHES PER OCCUPANT

STAIRS: .3 INCHES PER OCCUPANT

STAIR CAPACITY AND APPORTIONED OCCUPANT LOAD

STAIR EACH OCC REQUIRED

FLOOR LOAD WIDTH124

75/2= 37.5 .3

165 75/2= 37.5 .3

11.25 INCHES

11.25 INCHES

ALL STAIRS SHALL BE 44 INCH MAXIMUM WIDTH PER NFPA-101 TABLE 7.2.2.2.1.2 (B)

SECTION 5 EXIT ACCESS AND TRAVEL DISTANCE:

WITH APPROVED AUTOMATIC SPRINKLER SYSTEM

TRAVEL DISTANCE TO EXITS: 300 FEET (NFPA-101 38.2.6.3)

COMMON PATH OF TRAVEL: 100 FEET (NFPA-101 38.2.5.3.1)

MAXIMUM DEAD END CORRIDOR: 50 FEET(NFAP-101 38.2.5.2.1)

1-HR RATED WALL

LEGEND

2-HR FIRE/SMOKE RATED

WALL

STAIR

.03

COMMON PATH

OF TRAVEL

FEC FIRE EXTINGUISHER

CABINET

ELEMENT

ELEMENT WIDTH

OCCUPANCY WIDTH FACTOR

MAX. ELEMENT CAPACITY

SPRAYED ON FIREPROOFING

1050 Wilshire Drive, Suite 260 Troy, MI 48084 T 248-643-6222

SSOE, Inc.

D A

T E

FULLY SPRINKLERED

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87

F

E

D

C

B

A

97 8654321

Department of Veterans Affairs

VA ANN ARBOR MEDICAL CENTER CAMPUS

PROJECT #: 015-01361-00

BIDS SUBMISSION_REVISED

C A u to d e s k \R e v it \0

A

S

S O

E .r v t

/9

/2

:4 :2

P

M

Scale: 1/8" = 1'-0"

GI003

LIFE SAFETY PLANS

IBARRA

506-329CLINICAL & ADMINISTRATIVE

BUILDING

DOEMER04-12-18

3 148

SCALE: 1/8" = 1'-0"GI003

C4 FIRST FLOOR LIFE SAFETY PLAN

SCALE: 1/8" = 1'-0"GI003

C1 BASEMENT FLOOR LIFE SAFETY PLAN

SCALE: 1/8" = 1'-0"GI003

F1 SECOND FLOOR LIFE SAFETY PLAN

SCALE: 1/8" = 1'-0"GI003

F4 THIRD FLOOR LIFE SAFETY PLAN

ROOM

NAME

100 SF PROPOSED SQUARE FOOTAGE

DESIGN DEVELOPMENT SUBMISSION 2 06-10-16

95% CONSTRUCTION DOCUMENTS

SUBMISSION

11-15-16

1050 Wilshire Drive, Suite 260 Troy, MI 48084 T 248-643-6222

SSOE, Inc.

D A

T E

FULLY SPRINKLERED

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87

F

E

D

C

B

A

97 8654321

Department of Veterans Affairs

VA ANN ARBOR MEDICAL CENTER CAMPUS

PROJECT #: 015-01361-00

BIDS SUBMISSION_REVISED

C A u to d e s k \R e v it \0

A

S

S O

E .r v t

/9

/2

:4 :2

P

M

Scale:

HA100

ASBESTOS ABATEMENT

506-329CLINICAL & ADMINISTRATIVE

BUILDING

-04-12-18

4 148 N

NOT TO SCALENOT TO SCALE

N

NOTE: THE INFORMATION ABOVE MAY VARY BY 10%

44265 Plymouth Oaks Blvd, Plymouth, MI 48170 T 734-455-8600

DESIGN DEVELOPMENT SUBMISSION 1 04-15-16

DESIGN DEVELOPMENT SUBMISSION 2 06-10-16

95% CONSTRUCTION DOCUMENTS

SUBMISSION

11-15-16

EXISTING PARKING GARAGE

BLDG. #3

BUILDING #4

BUILDING

T-3

BLDG

#15

BM#2

BM #1

ELEV~812.33

FULLER ROAD

E13298954.06

N287517.41

TRAV. PT. #4

E13299113.35

N287480.73

TRAV. PT. #5

E13299133.83

N287575.28

TRAV. PT. #3

SEE NOTE 2 THIS SHEET

SEE NOTE 3, THIS SHEET

DEMOLITION SCHEDULE:

REMOVE ASPHALT PAVEMENT

SAWCUT LINE

REMOVE EXISTING BUILDING & CAP

UTILITIES AS REQUIRED. REFER TO ARCH.

PLANS FOR ADDITIONAL INFORMATION

REMOVE CURB AND GUTTER

REMOVE EX. TREE/BUSH/LANDSCAPING

REMOVE WOODEN DECK

REMOVE CONCRETE PAVEMENT

3 RELOCATE EXISTING A/C UNIT

PLUG, ABANDON & FILL WITH GROUT

NOTE

1. REFER TO ELECTRICAL SITE PLAN FOR ALL

UNDERGROUND ELECTRICAL WORK.

2. PROTECT SAWCUT EDGE DURING CONSTRUCTION.

IT BECOMES THE "FORM" FOR THE NEW CURB AND

WE HAVE NO NO ASPHALT ON PROJECT FOR

DAMAGE REPAIR.

3. LOCATION OF SANITARY AND WATERLINE SERVICE

TO BUILDING T-3 IS UNKNOWN. CONTRACTOR SHALL

FIELD VERIFY TAP LOCATIONS AND ABANDON PER

LEGIONNAIRES REQUIREMENTS

RELOCATE SIGN AS REQUIRED TO

FACILITATE CONSTRUCTION

CAP GEOTHERMAL WELL AS REQUIRED

TO FACILITATE CONSTRUCTION

12 REMOVE PAVEMENT STRIPING

REMOVE, SALVAGE & RESET BRICK AS

REQUIRED TO FACILITATE CONSTRUCTION

REMOVE & RESET H/C SIGN IN

CONCRETE WALK

15 REMOVE CB

16 REMOVE SANITARY SEWER

PROTECT EXISTING STRUCTURE/UTILITY

TO REMAIN

REMOVE WATERLINE SERVICE IN

ACCORDANCE WITH LEGIONNAIRES

GUIDELINES

D A

T E

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of

Construction and Facilities

Management

B

A

C

D

E

F

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Department of

Veterans Affairs

VA ANN ARBOR MEDICAL CENTER CAMPUS

C A u t o d e s k R e v i t A

S

S O

E

O p t r v t

A

M

506-329

CLINICAL & ADMINISTRATIVE

BUILDING

1050 Wilshire Drive, Suite 260

Troy, MI 48084

T 248-643-6222

SSOE, Inc.

PROJECT #: 015-01361-00

DEMOLITION PLAN

01-18-2017 WOLF

GRAPHIC SCALE : 1" =

10' 20' 30'

10'

0'

DESIGN DEVELOPMENT SUBMISSION 1 04-19-16

DESIGN DEVELOPMENT SUBMISSION 2 06-10-16

95% CONSTRUCTION DOCUMENTS

SUBMISSION

11-15-16

Know what's below.

before you dig.Call

R

SCALE:

DEMOLITION PLAN

1" = 10'

CS100

HARTMAN

Scale: As indicated

BIDS SUBMISSION 01-20-17

PHASE I

BIDS SUBMISSION_REVISED 04-12-18

BIDS SUBMISSION_REVISED

FULLY SPRINKLERED

PROPOSED BUILDING

PIV

GM

WV

BM#2

BM #1

ELEV~812.33

FULLER ROAD

E13298954.06

N287517.41

TRAV. PT. #4

E13299113.35

N287480.73

TRAV. PT. #5

E13299133.83

N287575.28

TRAV. PT. #3

D6

CS600

B6

CS600

B6

CS600

B4

CS600

B6

CS600

D6

CS600

T Y

P

15'

6'

7'

5'

5'

TYP

19'

N 287454.77

E 13299000.84

N 287454.59

E 13298995.76

N 287482.94

E 13298999.83

N 287557.53

E 13298992.04

N 287552.72

E 13298997.26

N 287495.07

E 13299125.06

N 287485.49

E 13299125.54

EXTERIOR STEPS

RE: STRUCTURAL DWGS

N 287584.59

E 13298990.53

EXTERIOR ENTRANCE

RE: STRUCTURAL DWGS

7'

TYP

18'

EXISTING BRICK

REMOVED AND RESET

AS REQUIRED

22.00'

N 287520.47

E 13299125.43

N 287570.06

E 13299121.85

N 287550.13

E 13299125.31

31'

TYP

ALTERNATE NO. 2

N 287493.98

E 13299022.67

N 287498.24

E 13299111.40

N 287494.33

E 13299109.44

N 287490.13

E 13299025.10

B8

CS600

F8

CS600

F2

CS600

F8

CS600

D A

T E

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of

Construction and Facilities

Management

B

A

C

D

E

F

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Department of

Veterans Affairs

VA ANN ARBOR MEDICAL CENTER CAMPUS

C A u t o d e s k R e v i t A

S

S O

E

O p t r v t

A

M

506-329

CLINICAL & ADMINISTRATIVE

BUILDING

1050 Wilshire Drive, Suite 260

Troy, MI 48084

T 248-643-6222

SSOE, Inc.

PROJECT #: 015-01361-00

GEOMETRIC PLAN

03-30-2018

CIVIL LEGEND

DESCRIPTION PROPOSED EXISTING

BUILDING

STORM SEWER

SANITARY SEWER

POTABLE WATER

NATURAL GAS

BELOW GROUND ELECTRICAL LINE

MAJOR CONTOUR LINE

MINOR CONTOUR LINE

ELEVATION

BENCH MARK

CATCH BASIN

MANHOLE/JUNCTION BOX

CLEANOUT

FIRE HYDRANT

POST INDICATOR VALVE

VALVE

LIGHT POLE

TREE

ST

S

W

G

E

00.00

ABBREVIATIONS

LETTERS DESCRIPTION

CB CATCH BASIN

CO CLEAN OUT

DS DOWN SPOUT

FFE FINISHED FLOOR ELEVATION

GP GUIDE POST

IE INVERT ELEVATION

LF LINEAR FEET

MH MANHOLE

PIV POST INDICATOR VALVE

RIM RIM ELEVATION

SAN SANITARY

STM STORM

TE TOP ELEVATION

TYP TYPICAL

SCHEMATIC DESIGN SUBMISSION 01-13-16

DESIGN DEVELOPMENT SUBMISSION 1 04-19-16

DESIGN DEVELOPMENT SUBMISSION 2 06-10-16

PAVEMENT MARKINGS AND SIGNAGE KEY:

4" WIDE SOLID LINE, ADA BLUE

4" WIDE SOLID LINE, WHITE

ACCESSIBLE PARKING SIGN IN SIDEWALK

4" WIDE TRANSVERSE LINE, ADA BLUE

SEE DETAIL F4/CS-700

4" WIDE TRANSVERSE LINE, WHITE

ACCESSIBLE PARKING SPACE SYMBOL

SEE DETAIL D4/CS-700

LAYOUT NOTES:

1. CONTROL TRAVERSE POINTS ARE SET IRON PINS BY THE

SURVEYOR.

2. DIMENSIONS ARE TO EDGE OF PAVEMENT, FACE OF CURB,

OR CENTERLINE OF SITE FEATURE, WHERE APPLICABLE,

UNLESS OTHERWISE NOTED.

3. 5' WIDE WALK AND ADJACENT CONCRETE TO BE JOINTED

5' X 5'. 6' WIDE WALK AND ADJACENT CONCRETE TO BE

JOINTS 6'X6'

95% CONSTRUCTION DOCUMENTS

SUBMISSION

11-15-16

WOLF

CS200

HARTMAN

FIBER OPTIC

GRAPHIC SCALE : 1" =

10' 20' 30'

10'

0'

Know what's below.

before you dig.Call

R

SCALE:

GEOMETRIC PLAN

1" = 10'

GM GAS METER

WV WATER VALVE

PARKING LOT UNDERGROUND ELECTRIC

Scale: As indicated

BIDS SUBMISSION 01-20-17

PHASE II

BIDS SUBMISSION_REVISED 04-12-18

BLDG

#15

BM#2

BM #1

ELEV~812.33

FULLER ROAD

E13298954.06

N287517.41

TRAV. PT. #4

E13299113.35

N287480.73

TRAV. PT. #5

E13299133.83

N287575.28

TRAV. PT. #3

PROPOSED BUILDING

PIV

GM

815.50

815.30

815.66

815.86

815.95±

FFE 816.00

811.95

812.55

812.25

815.98

815.25

812.72±

2%

M A

X

815.05

815.88

815.78

815.98

815.98

WV

815.70

815.97±

815.60

5%

M A

X 2%

M A

X

5%

M A

X

812.50±

812.35

812.35

812.72

812.00

SEE STRUCTURAL DWGS.

FOR STAIRS

SILT FENCE

(DURING

CONSTRUCTION)

BM #1

TOP OF ROUND CONCRETE BASE TO LIGHT

POLE, SOUTH SIDE 13' EAST OF HYDRANT,

NW CORNER OF EMPLOYEE LOT

ELEVATION = 812.33

815.98

D A

T E

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of

Construction and Facilities

Management

B

A

C

D

E

F

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Department of

Veterans Affairs

VA ANN ARBOR MEDICAL CENTER CAMPUS

C A u t o d e s k R e v i t A

S

S O

E

O p t r v t

A

M

506-329

CLINICAL & ADMINISTRATIVE

BUILDING

1050 Wilshire Drive, Suite 260

Troy, MI 48084

T 248-643-6222

SSOE, Inc.

PROJECT #: 015-01361-00

GRADING PLAN

01-17-2017

DESIGN DEVELOPMENT SUBMISSION 1 04-19-16

DESIGN DEVELOPMENT SUBMISSION 2 06-10-16

95% CONSTRUCTION DOCUMENTS

SUBMISSION

11-15-16

WOLF

CS300

HARTMAN

GRAPHIC SCALE : 1" =

10' 20' 30'

10'

0'

Know what's below.

before you dig.Call

R

SCALE:

GRADING PLAN

1" = 10'

Scale: As indicated

BIDS SUBMISSION 01-20-17

BIDS SUBMISSION_REVISED 04-12-18

BLDG

#15

BM#2

BM #1

ELEV~812.33

FULLER ROAD

PROPOSED BUILDING

W

F

P

PIV

10"x6" TAPPING

SLEEVE

6" SAN @ BLDG.

RE: PLMB. DWG

FIRE PROTECTION

RISER @ BLDG.

SEE DETAIL B2 ON

SHT. CS600

GM

FIBER OPTIC CONN.

RE: ELECTRIC PLANS

W

W

W

W

10"x3" TAPPING

SLEEVE & VALVE

S

T

G

G

G

G

G

G

G

8" ST@ BLDG.

IE 810.00

RE: PLMB. DWG

WV

S

T

S

T

IE 8" NE 809.44

REMOVE

68'~4" GAS

8'~1" GAS

D A

T E

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of

Construction and Facilities

Management

B

A

C

D

E

F

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Department of

Veterans Affairs

VA ANN ARBOR MEDICAL CENTER CAMPUS

C A u t o d e s k R e v i t A

S

S O

E

O p t r v t

A

M

506-329

CLINICAL & ADMINISTRATIVE

BUILDING

1050 Wilshire Drive, Suite 260

Troy, MI 48084

T 248-643-6222

SSOE, Inc.

PROJECT #: 015-01361-00

UTILITY PLAN

01-17-2017

DESIGN DEVELOPMENT SUBMISSION 1 04-19-16

DESIGN DEVELOPMENT SUBMISSION 2 06-10-16

95% CONSTRUCTION DOCUMENTS

SUBMISSION

11-15-16

WOLF

CS400

HARTMAN

GRAPHIC SCALE : 1" =

10' 20' 30'

10'

0'

Know what's below.

before you dig.Call

R

SCALE:

UTILITY PLAN

1" = 10'

Scale: As indicated

BIDS SUBMISSION 01-20-17

BIDS SUBMISSION_REVISED 04-12-18

PIV

GM

WV

SILT FENCE

(DURING

CONSTRUCTION)

BM#2

BM #1

ELEV~812.33

FULLER ROAD

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

TEMPORARY WALKING

PATH EXISTING

BRICK SURFACE

15' WIDE

ACCESS

GATE

X

X

TEMPORARY

CONSTRUCTION

FENCE

CONSTRUCTION

LAYDOWN AREA

BLOCK OUT LINES

FOR CONSTRUCTION

NOTE:

THE GC CONTRACTOR SHALL BE RESPONSIBLE

FOR ANY DAMAGE TO THE EXISTING PARKING

LOT AS A RESULT OF CONSTRUCTION.

D A

T E

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of

Construction and Facilities

Management

B

A

C

D

E

F

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Department of

Veterans Affairs

VA ANN ARBOR MEDICAL CENTER CAMPUS

C A u t o d e s k R e v i t A

S

S O

E

O p t r v t

A

M

506-329

CLINICAL & ADMINISTRATIVE

BUILDING

1050 Wilshire Drive, Suite 260

Troy, MI 48084

T 248-643-6222

SSOE, Inc.

PROJECT #: 015-01361-00

CONSTRUCTION STAGING PLAN

01-17-2017

95% CONSTRUCTION DOCUMENTS

SUBMISSION

11-15-16

WOLF

CS500

HARTMAN

GRAPHIC SCALE : 1" =

10' 20' 30'

10'

0'

Know what's below.

before you dig.Call

R

SCALE:

CONSTRUCTION STAGING PLAN

1" = 10'

Scale: As indicated

BIDS SUBMISSION 01-20-17

BIDS SUBMISSION_REVISED 04-12-18

1 CONTRACTION JOINTS SPACE TO BE EQUAL TO SIDEWALK WIDTH

2 EXPANSION JOINTS 25' O/C

3 ALL JOINTS SEALED PER SPEC

4,000 PSI CONCRETE

COMPACTED SUBGRADE (PER SPECS)

M

I N

1'-6"6"

FINISHED GRADE

4"

2" RADIUS (SEE NOTE)

1":1'

NOTE: STANDARD CURB SHAPE OF THE STATE IN WHICH

THE PROJECT IS LOCATED MAY BE SUBSTITUTED.

COMPACTED

SUBGRADE

COMPACTED

AGGREGATE BASE

1/8" TOOLED

JOINT

4,000 PSI

CONCRETE

WALK

1. REFER TO JOINTING PLAN FOR JOINT SPACING.

2. REFER TO SIDEWALK DETAIL FOR CONCRETE SIDEWALK SECTION.

NOTES:

1. SIDEWALK EXPANSION JOINTS AT 25'-O.C.

TOP OF SIDEWALK

FILL WITH JOINT

SEALER 1" DEEP

D

NOTES:

3" MIN

12" MAX

3" MIN

12" MAX

PIPE

OD

COMPACTED #67 STONE

(ASTM D448) IN 4" LAYERS

B E

D D

I N

G B

A C

K F

I L

L

EXCAVATED MATERIALS

SUITABLE FOR

COMPACTION BY

TESTING LABORATORY

LAID IN 8" LOOSE LIFTS

AND COMPACTED AS

SPECIFIED

FINISHED GRADE

BACKFILL FOR

PIPING IN

OTHER AREAS

BACKFILL FOR

PIPING UNDER

PAV'T

COMPOSITE SECTION

FINISH PAVEMENT

BACKFILL TO EXTEND

TO UNDERSIDE OF SLAB

OR BOTTOM OF BASE

COURSE FOR PAVEMENT

#67 STONE (ASTM

D448) IN 4" LAYERS

SIDE OF TRENCH

IF ADEQUATELY

BRACED TO MEET

SAFETY CODES AND

REGULATIONS

B E

D D

I N

G

I N

I T

I A

L

B A

C K

F I L

L

F I N

A L

B A

C K

F I L

L

OPEN

6" MIN. THICKNESS

CONCRETE BASE

PROVIDE CLEARANCE FOR

BOLT REMOVAL

POST INDICATOR

AND OPERATOR

FINISHED GRADE

VALVE

LOCK-TYPE WRENCH

BOTTOM OF

TRENCH

12" MIN.

PIV PAINTED BLUE

NOTES:

52"

R

STANDARD UNIVERSAL

ACCESSIBLE SYMBOL

BACKGROUND SQUARE

PAINTED LIGHT BLUE

1. ALL HANDICAP SYMBOL LINE WIDTH TO BE 4".

PAINTED WHITE

FINISHED GRADE

SLOPE TO DRAIN (TYPICAL)

3000 PSI CONCRETE

BASE, MINIMUM

12"

MUTCD CODE R7-8

8" DIAMETER

POST EMBEDDED IN CONCRETE

GALVANIZED STEEL U-CHANNEL

SCALE:

POST INDICATOR & VALVE (PIV)

NONECS200

B4

SCALE:

CONCRETE SIDEWALK

NONECS200

B6

SCALE:

ACCESSIBLE PARKING

SPACE SYMBOL

NONECS200

D4

SCALE:

SIDEWALK CONTROL JOINT

NONECS200

D6

SCALE:

PIPE BEDDING AND BACKFILL

NONECS200

D8

SCALE:

SWALE SECTION

NONECS200

F2

SCALE:

RESERVED PARKING SIGN DETAIL

NONECS200

F4

SCALE:

SIDEWALK EXPANSION JOINT

NONECS200

F6

SCALE:

CONCRETE CURB AND GUTTER

NONECS200

F8

SEE PLAN

EXIST. GRADE

SOD

SEED & MULCH (TYP.)

EXIST. GRADE

L

C SWALE

4:1 MAX

SEE PLAN

4:1 MAX

NOTES

FRONT VIEW

CROSS SECTION

FENCE POST DRIVEN 16"

MINIMUM INTO GROUND

UNDISTURBED GROUND

FENCE POST SECTION 20"

MINIMUM ABOVE GROUND

F

L

O

W

FILTER CLOTH

SECTION B

SECTION A

A

B

JOINING TWO ADJACENT

SILT FENCE SECTIONS

TOP VIEW

STAPLE

SECTION B

STAPLE

POSTS

SECTION A

F

L

O

W

36" MIN. FENCE POSTS DRIVEN

16" MINIMUM INTO GROUND

HEIGHT OF FILTER CLOTH TO

BE 16" MIN. ABOVE GROUND

EXTEND FILTER CLOTH

8" MIN. BELOW GRADE

F

L

O

W

10' MAX. CENTER TO CENTER

INSPECTION AND MAINTENANCE:

FILTER FABRIC FENCES AND FILTER BARRIERS SHALL BE INSPECTED DAILY FOR GAPS,

TEARS AND BULGING AND AFTER EACH SIGNIFICANT STORM (1/2" IN 24 HOURS) AND REPAIR

AS REQUIRED. ALL REPAIRS SHALL BE MADE IMMEDIATELY. SEDIMENT SHALL BE REMOVED

WHEN IT REACHES 1/2± HEIGHT OF THE FENCE (8 INCHES MAXIMUM). FILTER FABRIC FENCES

SHALL BE REPLACED WHEN THE FENCE IS NO LONGER DETAINING WATER FOR

SEDIMENTATION.

SCALE:

SILT FENCE

(DURING CONSTRUCTION)

NONECS200

D2

1. WHEN TWO SECTIONS OF FILTER CLOTH ARE JOINED TOGETHER, THEY SHALL BE

OVER-LAPPED, FOLDED AND STAPLED TO PREVENT SEDIMENT BYPASS.

2. FILTER CLOTH TO BE FASTENED SECURELY TO EVERY 24" AT TOP AND MID SECTION.

3. ACCUMULATED SEDIMENT MUST BE REMOVED WHEN IT REACHES 50% HEIGHT OF THE FABRIC.

4. WOOD POSTS: 2"x2" HARDWOOD WITH MIN. CROSS SECTIONAL AREA OF 3 SQ. IN.

5. FILTER CLOTH: FILTER X, MIRAFI 100X, STABILINKA OR APPROVED EQUAL CONFORMING TO

CLASS F FABRIC (USDA, SCS).

6. REMOVE SILT FENCE AFTER SITE HAS BEEN STABILIZED

EXPANSION JOINT

RAMP

SLOPE 1:12

MAXIMUM

FLUSH WITH PAVEMENT

LANDING TO BE

PAVEMENT AS NECESSARY

SAW CUT, REMOVE

AND REPLACE ASPHALT

PROPOSED

EXPANSION JOINT

4" CONC. SIDEWALK

5' X 5.5'

MAXIMUM

1:50

SLOPE 1:12

RAMP

MAXIMUM

PLAN

EXPANSION JOINT

CURBS

TAPER CONCRETE

SIDEWALK

SUB-GRADE

COMPACTED

PROPOSED

SECTION

BROOM FINISH

LANDING

SCALE:

HANDICAP RAMP

NONECS200

B8

CONCRETE CURB

STONE

4" CRUSHED

" EXPANSION JOINT

M

I N

PIPE SLEEVE

GRADE

FINISH GRADE ELEV.

INSIDE BUILDING WALL

BLIND FLANGE

FINISH FLOOR

PROVIDE PIPE

SLEEVE

WATERPROOF

EXPANSION MATERIAL

3/4" DIA.

RESTRAINT RODS

DUCTILE IRON SPRINKLER

RISER SUPPLY, SEE PLAN

FOR SIZE

CONCRETE THRUST BLOCK

FLANGED

CONNECTION

JOINT (TYP.)

D I

C

L A

D.I.CLASS 52

WALL

FIRE SPRINKLER MAIN

3/4" DIA.

RESTRAINT RODS

SEE FIRE PROTECTION PLANS

S I T

E

C O

N T

R A

C T

O R

F I R

E

P

R O

T E

C T

I O

N

C O

N T

R A

C T

O R

COORDINATE DISTANCE

FROM FACE OF WALL WITH

FIRE PROTECTION CONTRACTOR

PRIOR TO INSTALLATION

SCALE:

FIRE RISER INLET CONNECTION

NONECS400

B2

D A

T E

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of

Construction and Facilities

Management

B

A

C

D

E

F

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Department of

Veterans Affairs

VA ANN ARBOR MEDICAL CENTER CAMPUS

C A u t o d e s k R e v i t A

S

S O

E

O p t r v t

A

M

506-329

CLINICAL & ADMINISTRATIVE

BUILDING

1050 Wilshire Drive, Suite 260

Troy, MI 48084

T 248-643-6222

SSOE, Inc.

PROJECT #: 015-01361-00

GENERAL NOTES & SITE DETAILS

01-17-2017

GENERAL NOTES:

1. ALL WORK AND MATERIALS SHALL CONFORM TO VA STANDARDS AND TO THE 2012 STANDARDS SPECIFICATIONS FOR CONSTRUCTION OF THE

MICHIGAN DEPARTMENT OF TRANSPORTATION AND THE LATEST ASSOCIATED SUPPLEMENTS AND REVISIONS, AND IN COMPLIANCE WITH ALL

APPLICABLE NATIONAL, STATE, AND LOCAL STANDARDS AND REGULATIONS, UNLESS NOTED OTHERWISE.

2. THE TOPOGRAPHIC SURVEY WAS PERFORMED BY WOLVERINE ENGINEERS & SURVEYORS, INC. ON JANUARY 11, 2016.

3. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE. IT IS BELIEVED THAT THEY ARE ESSENTIALLY CORRECT, BUT SSOE GROUP DOES NOT GUARANTEE THEIR ACCURACY OR COMPLETENESS. THE EXACT LOCATION OF EXISTING UTILITIES SHALL BE THE

CONTRACTOR'S RESPONSIBILITY.

4. THE CONTRACTOR AT ALL TIMES SHALL FOLLOW ALL STATE AND LOCAL SAFETY REQUIREMENTS DURING CONSTRUCTION OF THIS PROJECT.

SPECIAL CARE SHALL BE TAKEN DURING ALL TRENCHING OPERATIONS. SHEETING AND BRACING, CRIBBING, ETC., MUST BE INSTALLED AS

REQUIRED TO PROVIDE MAXIMUM SAFETY TO THE CONTRACTOR'S WORKERS IN FULL COMPLIANCE WITH OSHA REGULATIONS.

5. THE CONTRACTOR IS RESPONSIBLE FOR THE INVESTIGATION, LOCATION, TYPE & MATERIAL, SUPPORT, PROTECTION AND RESTORATION OF ALL

EXISTING UTILITIES AND APPURTENANCES WHETHER SHOWN ON THESE PLANS OR NOT. THE CONTRACTOR SHALL EXPOSE OR LOCATE ALL

UTILITIES OR STRUCTURES WITHIN THE ALIGNMENT OF PROPOSED NEW CONSTRUCTION AT LEAST 1 WEEK PRIOR TO CONSTRUCTION TO

VERIFY THE VERTICAL AND HORIZONTAL EFFECT ON THE PROPOSED CONSTRUCTION. THE CONTRACTOR SHALL CALL 811, 48 HOURS PRIOR TO

CONSTRUCTION AND SHALL NOTIFY ALL UTILITY COMPANIES AT LEAST 48 HOURS PRIOR TO WORK IN THE VICINITY OF THEIR UNDERGROUND

LINES. A VA REPRESENTATIVE SHALL BE ON-SITE WHEN EXPOSING ANY UTILITIES.

6. THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE AND ENGINEER IMMEDIATELY OF ANY DISCREPANCIES FOUND DURING HIS

INVESTIGATION OF THE EXISTING UTILITIES AND TOPOGRAPHY AND/OR DURING HIS CONSTRUCTION PHASE.

7. ALL REMOVALS NECESSARY TO ACCOMPLISH THE NEW WORK ARE TO BE CONSIDERED PART OF THE CONTRACT AND INCLUDED IN IT'S BIDDING, WHETHER SPECIFIED, SHOWN ON THE DRAWINGS OR NOT. A CAREFUL INSPECTION OF THE PREMISES PRIOR TO BIDDING SHALL BE MADE BY

EACH BIDDER.

8. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH BEST MANAGEMENT PRACTICES IN ACCORDANCE WITH VA REQUIREMENTS.

9. ALL DISTURBED AREAS NOT DESIGNATED TO RECEIVE A FINISHED SURFACE SHALL BE SEEDED AND MULCHED ON A MINIMUM OF 4" TOPSOIL.

SEED, MULCH AND FERTILIZE ALL DISTURBED TOPSOIL AREAS. CONTRACTOR SHALL WATER, FERTILIZE AND RESEED AREAS AS NECESSARY

UNTIL OF A MINIMUM OF 70% GROWTH DENSITY IS ACHIEVED.

10. CONTRACTOR SHALL KEEP EXISTING STREETS, ROADS AND DRIVES CLEAR OF DIRT, DEBRIS AND EQUIPMENT. STREET AND FOOT TRAFFIC

SHALL BE MAINTAINED AT ALL TIMES. CONTRACTOR SHALL USE TRAFFIC CONTROL DEVICES AS NECESSARY PER MDOT SPECIFICATIONS.

11. ANY DAMAGE TO STRUCTURES WITHIN THE CITY RIGHT-OF-WAY DURING THE DEMOLITION AND CONSTRUCTION PHASE OF THE PROJECT SHALL

BE REPAIRED PER THE VA OR MDOT CONSTRUCTION STANDARDS.

12. THE CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS AS NECESSARY FOR NEW CONSTRUCTION.

13. ALL ORGANIC MATERIAL AND POOR SOIL SHALL BE REMOVED FROM THE PROJECT SITE AS DIRECTED BY OWNER'S REPRESENTATIVE.

14. TOPSOIL SHALL BE STRIPPED TO IT'S ENTIRE DEPTH, AS ENCOUNTERED, FROM ALL AREAS TO RECEIVE NEW CONSTRUCTION. ALL EXCESS

TOPSOIL AND EXCAVATED MATERIALS SHALL BE REMOVED FROM THE SITE.

15. SOLID, SANITARY AND TOXIC WASTE MUST BE DISPOSED OF IN A PROPER MANNER IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL

REGULATIONS. IT IS PROHIBITED TO BURN, BURY, OR POUR OUT ANY SOLVENTS, PAINTS, STAINS, GASOLINE, DIESEL FUEL, USED MOTOR OIL, HYDRAULIC FLUID, ANTIFREEZE, CEMENT CURING COMPOUNDS AND OTHER SUCH TOXIC OR HAZARDOUS WASTES. WASH OUT OF CONCRETE

TRUCKS SHALL OCCUR IN A DIKED, DESIGNATED AREA WHERE THE WASTEWATER CAN BE COLLECTED AND DISPOSED OF PROPERLY WHEN IT

HARDENS. STORAGE TANKS SHALL BE LOCATED IN DIKED AREAS AWAY FROM ANY DRAINAGE CHANNELS. THE DIKED AREA SHALL CONTAIN A

VOLUME 110% OF THE LARGEST TANK.

16. PROTECT EXISTING BUILDINGS, TREES, UTILITIES AND STRUCTURES TO REMAIN AS NECESSARY. THE CONTRACTOR IS RESPONSIBLE FOR ANY

DAMAGE TO EXISTING CONSTRUCTION RESULTING FROM OR CAUSED BY NEW CONSTRUCTION.

17. COORDINATE ALL BUILDING UTILITY CONNECTION LOCATIONS AND SIZES WITH BUILDING CONTRACTOR.

SITE LAYOUT NOTES:

1. SEE ARCHITECTURAL DRAWINGS FOR ALL BUILDING DIMENSIONS.

2. ALL DIMENSIONS ARE TO FACE OF BUILDING FOUNDATION, EDGE OF PAVEMENT, OR FACE OF CURB WHERE APPLICABLE.

GRADING NOTES:

1. ARCHITECTURAL FINISHED FLOOR ELEVATION +100.00 EQUALS SITE ELEVATION 816.00

2. UNLESS NOTED OTHERWISE, THE TOP OF EXISTING MANHOLE, CATCH BASIN OR OTHER UTILITY STRUCTURES AFFECTED BY NEW

CONSTRUCTION SHALL BE ADJUSTED, AS NECESSARY, TO BE FLUSH WITH PROPOSED GRADE AND/OR PROVIDE POSITIVE DRAINAGE.

3. UNLESS NOTED OTHERWISE ON PLANS, CONTRACTOR SHALL CUT OR FILL, AS NECESSARY, TO PROVIDE A SMOOTH TRANSITION BETWEEN

EXISTING AND PROPOSED GRADES. ALL CUT AND/OR FILL SLOPES SHALL BE A MAXIMUM OF 4 HORIZONTAL TO 1 VERTICAL (4H:1V). FINISHED

GRADING SHALL BE DONE TO PREVENT PONDING WITHIN THE PROJECT AREA AND ADJOINING AREAS, AND MAINTAIN POSITIVE DRAINAGE TO

THE NEAREST DRAINAGE FEATURE.

4. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE TO THE NEAREST DRAINAGE FEATURE AT ALL TIMES, NO PONDING WILL

BE PERMITTED.

5. IN PAVEMENT AREAS POSITIVE DRAINAGE MAY BE ACCOMPLISHED BY ADDING COMPACTED AGGREGATE TO THE CATCH BASIN RIM ELEVATION, THEN RE-EXCAVATING FOR ASPHALT INSTALLATION. CONTRACTOR SHALL KEEP THE BASE MATERIAL AT OPTIMUM MOISTURE LEVEL AND THE

SPECIFIED COMPACTION.

UTILITY NOTES:

STORM DRAINAGE NOTES

1. FOR PROTECTION OF UNDERGROUND UTILITIES, CALL 811 A MINIMUM OF 48 HOURS PRIOR TO EXCAVATING.

2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CONSTRUCTION STANDARDS OF VA AND THE 2012 STANDARDS

SPECIFICATIONS FOR CONSTRUCTION OF THE MICHIGAN DEPARTMENT OF TRANSPORTATION. IN ADDITION, ALL WORK SHALL BE IN COMPLIANCE

WITH ALL APPLICABLE FEDERAL AND STATE STANDARDS AND REGULATIONS.

3. CONTRACTOR SHALL IDENTIFY AND SPOT DIG POTENTIAL CONFLICTING UTILITIES WITHIN PROPOSED NEW UTILITY ALIGNMENTS PRIOR TO

INITIATING CONSTRUCTION/INSTALLATION.

4. EXISTING DRAIN PIPING BENEATH PAVEMENT EDGES SHALL BE EXTENDED AS NECESSARY TO RECONNECT OUTFALL TO NEW STORM DRAINAGE

WHERE AFFECTED BY NEW WORK.

5. STORM CONNECTIONS TO THE DOWNSPOUTS ARE TO BE DONE BY THE SITE CONTRACTOR.

6. STORM SEWER PIPING SHALL BE THE FOLLOWING:

6"-15": PVC, ASTM D3034, SDR35 WITH PREMIUM JOINTS CONFORMING TO ASTM D3212. ALL GASKETS FOR PVC SHALL BE WATER TIGHT AND

MEET THE REQUIREMENTS OF ASTM F477.

7. PROVIDE A WATERTIGHT CONNECTION AT ALL NEW MANHOLE STRUCTURES BY USING A KOR-N-SEAL BOOT CONNECTION. IF EXISTING

STRUCTURES CAN NOT BE CORE DRILLED A WATERSTOP AND NON-SHRINKING GROUT MAY BE USED.

8. INSTALL ALL STORM SEWER PIPING IN ACCORDANCE WITH MANUFACTURERS REQUIREMENTS AND SPECIFICATIONS.

SOIL EROSION CONTROL NOTES:

1. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING, INSTALLING AND MAINTAINING ALL EROSION AND SEDIMENT CONTROL MEASURES IN

ACCORDANCE WITH THE VA REQUIREMENTS.

2. SOIL EROSION AND SEDIMENTATION BEST MANAGEMENT PRACTICE (BMP) MEASURES SHALL BE INSTALLED PRIOR TO THE START OF ANY

CONSTRUCTION AND SHALL BE MAINTAINED AT ALL TIMES UNTIL CONSTRUCTION HAS BEEN COMPLETED, INCLUDING ALL GRASS BEING WELL

ESTABLISHED AND/OR PERMANENT EROSION AND SEDIMENTATION BMP MEASURES ARE IN PLACE. ALL BMP MEASURES SHALL BE INSTALLED TO

THE SATISFACTION OF VA. VA MAY REQUIRE WORK TO BE STOPPED AND THE STORM DRAINAGE OUTLET TO BE PLUGGED, IF CONDITIONS

BECOME UNSATISFACTORY.

95% CONSTRUCTION DOCUMENTS

SUBMISSION

11-15-16

WOLF

CS600

HARTMAN

WATERLINE FIRE PROTECTION NOTES:

1. CONTRACTOR SHALL COORDINATE ALL WORK AND WATER MAIN INSTALLATION WITH THE VA PRIOR TO INSTALLATION

2. ALL WATER LINES AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE VA STANDARDS.

3. THE SPECIFICATIONS OF THE AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI), AMERICAN WATER WORKS ASSOCIATION (AWWA) AND THE

AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) HEREIN REFERRED TO, UNLESS OTHERWISE NOTED, SHALL BE THE LATEST

SPECIFICATIONS OF THE RESPECTIVE ORGANIZATIONS.

4. ALL PIPE, VALVES AND FITTINGS FOR FIRE SERVICES SHALL BE UL/FM APPROVED.

5. ALL PIPE AND FITTINGS SHALL CONFORM TO AWWA C-151, CLASS 52 AND HAVE A CEMENT MORTAR LINING, CONFORMING TO ANSI-A21.4

(AWWA C104) AND A BITUMINOUS OUTSIDE COATING PER AWWA C110 AND ENCASED IN A POLYETHYLENE TUBE PER AWWA C105.

6. VALVE BOXES SHALL BE THREE (3) PIECE ADJUSTABLE SCREW TYPE, WITH A 5-1/4 INCH SHAFT, WITH CAST IRON FULL FLANGE RING AND LID.

7. GATE VALVES 12" AND SMALLER SHALL BE LIMITED TO VALVES MADE BY AMERICAN DARLING, KENNEDY, MUELLER, U.S. PIPE OR CLOW VALVE

COMPANIES MEETING AWWA SPECIFICATION C509.

8. CONTRACTOR TO PROVIDE ALL JOINT RESTRAINTS AND THRUST BLOCKS IN ACCORDANCE WITH THE CURRENT EDITION OF NFPA 13.

9. INSTALLATION AND PRESSURE TESTING SHALL BE AS PER AWWA C-600. DISINFECTION SHALL MEET OR EXCEED AWWA C-651. NO DEVIATIONS

FROM THE ABOVE SPECIFICATIONS WILL BE PERMITTED.

Scale: As indicated

BIDS SUBMISSION 01-20-17

BIDS SUBMISSION_REVISED 04-12-18

GM

FULLER ROAD

3 - EVERLOW YEW

SPACE 4' ON CENTER

1- AUTUMN BRILLIANCE SERVICEBERRY CLUMP

19 - GRO-LO FRAGRANT SUMAC

SPACE 4.5' ON CENTER

21 - KARL FOERSTER REED GRASS

SPACE 3' ON CENTER

10 - BAILEY'S COMPACT AMERICAN CRANBERRYBUSH VIBURNUM

SPACE 4' ON CENTER

4- GRO-LO FRAGRANT SUMAC

SPACE 4.5' ON CENTER

7 - KARL FOERSTER REED GRASS

SPACE 3' ON CENTER

1 - DARK GREEN ARBORVITAE

8 - CORAL DRIFT ROSE

SPACE 30"+/- ON CENTER

12 - HAPPY RETURNS DAYLILY

SPACE 18"+/- ON CENTER

4 - HAMELN DWARF FOUNTAIN GRASS

SPACE 24"+/- ON CENTER

BED LINE

(TYPICAL)

MULCH ENTIRE BED

(TYPICAL)

MULCH ENTIRE BED (TYPICAL)

MULCH ENTIRE BED (TYPICAL)

MULCH ENTIRE BED (TYPICAL)

BED LINE (TYPICAL)

PLANT LIST

QTY. / BOTANICAL NAME / COMMON NAME / SIZE / ROOT / SPACING

1 AMELANCHIER GRANDIFLORA "AUTUMN BRILLIANCE" (P.P.5717)

AUTUMN BRILLIANCE SERVICEBERRY, 12' HT. CLUMP FORM, B&B

28 CALAMAGROSTIS X ACUTIFOLIA "KARL FOERSTER"

KARL FOERSTER REED GRASS,CLUMP NO.3 CONTAINER

12 HEMEROCALLIS "HAPPY RETURNS"

HAPPY RETURNS DAYLILY, CLUMP NO.1 CONT.

4 PENNISETUM ALOPECURIDES "HAMELN"

HAMELN DWARF FOUNTAIN GRASS, CLUMP NO.2 CONT.

8 ROSA "CORAL DRIFT" ("MEIDRIFORA" P.P. 19148)

CORAL DRIFT ROSE, 15" SPD., NO.3 CONT.

23 RHUS AROMATICA "GRO-LOW"

GRO-LOW FRAGRANT SUMAC, 24" SPD., NO.3 CONT.

3 TAXUS X MEDIA "EVERLOW"

EVERLOW YEW, 24" SPD., B&B

1 THUJA OCCIDENTALIS "NIGRA"

DARK GREEN ARBORVITAE, 8' HT., B&B

10 VIBURNUM TRILOBUM COMPACTUM "BAILEY'S"

BAILEY'S COMPACT AMERICAN CRANBERRYBUSH VIBURNUM, 30" HT., FULL, B&B

LANDSCAPE NOTES

1. CONTRACTOR SHALL CALL 811-72 HOURS PRIOR TO PLANTING

OPERATIONS AND SHALL NOTIFY ALL UTILITY COMPANIES AT LEAST 48

HOURS PRIOR TO WORK IN THE VICINITY OF THEIR UNDERGROUND LINES.

REFER TO CIVIL DRAWINGS FOR UNDERGROUND AND ABOVE GRADE

UTILITY INFORMATION. CONTRACTOR SHALL MAKE MINOR FIELD

ADJUSTMENTS IN PLANT LOCATIONS AS NECESSARY TO COORDINATE

WITH UNDERGROUND UTILITIES AND/OR EXISTING SITE CONDITIONS.

2. CONTRACTOR SHALL COORDINATE TREE AND SHRUB INSTALLATIONS,

AND LAWN SEEDING OPERATIONS WITH SITE CONSTRUCTION

OPERATIONS PRIOR TO COMMENCEMENT OF WORK.

3. SUBSTITUTIONS IN PLANT SIZE, GENUS, SPECIES, OR CULTIVAR SHALL

BE REVIEWED AND APPROVED BY THE ARCHITECT PRIOR TO

INSTALLATION. CONTRACTOR IS RESPONSIBLE FOR PLANT QUANTITIES AS

INDICATED ON THE LANDSCAPE PLANS. PLANT QUANTITIES LISTED IN

PLANT LIST ARE FOR GENERAL REFERENCE ONLY.

5. ALL SITE AREAS DISTURBED BY CONSTRUCTION OPERATIONS, NOT

DESIGNATED AS PLANTING BEDS OR HARD SURFACE SHALL BE SEEDED

AND MULCHED PER SPECIFICATIONS AND AS NOTED.

6. REFER TO SPECIFICATIONS FOR SEEDING AND PLANTING MATERIALS,

INSTALLATION, AND WARRANTIES.

7. MULCH ENTIRE PLANTING BEDS 3" MINIMUM DEPTH OF SHREDDED

HARDWOOD MULCH.

8. ALL PLANT MATERIALS SHALL HAVE NURSERY INSTALLED WATERPROOF

LABELS IDENTIFYING THE SIZE, GENUS, SPECIES, CULTIVAR AND COMMON

NAME OF EACH TREE OR SHRUB. LABELS SHALL BE REMOVED BY THE

CONTRACTOR AFTER FINAL ACCEPTANCE BY THE OWNER'S

REPRESENTATIVE.

PLANTING PIT WIDTH =

2 X ROOT BALL WIDTH

FOLD DOWN OR REMOVE TOP 1/2 OF BURLAP

3" DEPTH SHREDDED HARDWOOD MULCH.

OR REMOVE CONTAINER. DISPOSE OF ALL

MATERIALS.

GRADE

TOP OF BALL TO BE 1" ABOVE EXISTING GRADE

UNDISTURBED SOIL OR COMPACTED FILL

SLOPE PLANTING PIT TO EDGE

BASE OF SHRUB.

LEAVE 3" CIRCLE OF BARE SOIL AROUND

3"

BACKFILL WITH SPECIFIED PLANTING SOIL

PLANTING PIT WIDTH

3 x ROOT BALL =

UNDISTURBED SOIL OR COMPACTED FILL

GRADE

ROOT BALL. DISPOSE OF ALL MATERIAL.

REMOVE ALL OF BURLAP OR WIRE BASKET FROM

SCARIFY SIDES OF PLANTING PIT

ALL NON BIO-DEGRADABLE MATERIALS.

GENTLY TAMP SOIL AS NEEDED. DISPOSE OF

SETTLE SOIL AND REMOVE AIR POCKETS.

WITH PLANTING MIXTURE. USE WATER TO

CENTER ROOT BALL IN PLANTING PIT. BACKFILL

SLOPE PLANTING PIT TO EDGE

TOP OF ROOT BALL TO BE 2" ABOVE FINISHED GRADE

TRUNK OF TREE.

LEAVE 3" CIRCLE OF BARE SOIL AROUND

3" DEPTH SHREDDED HARDWOOD MULCH.

NURSERY TAGS AND/OR LABELS AFTER FINAL

STRING FROM TREE TRUNK AND CROWN. REMOVE

REMOVE NURSERY APPLIED TREE WRAP, TAPE OR

PRUNE DEAD OR BROKEN BRANCHES ONLY.

DO NOT PRUNE TERMINAL LEADER OR BRANCH TIPS.

BACKFILL WITH SPECIFIED PLANTING SOIL

4"

REMOVE NURSERY APPLIED TAGS AND/OR LABELS

AFTER FINAL ACCEPTANCE BY OWNERS REPRESENTATIVE

ACCEPTANCE BY OWNERS REPRESENTATIVE.

D A

T E

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of

Construction and Facilities

Management

B

A

C

D

E

F

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Department of

Veterans Affairs

VA ANN ARBOR MEDICAL CENTER CAMPUS

C A u t o d e s k R e v i t A

S

S O

E

O p t r v t

A

M

506-329

CLINICAL & ADMINISTRATIVE

BUILDING

1050 Wilshire Drive, Suite 260

Troy, MI 48084

T 248-643-6222

SSOE, Inc.

PROJECT #: 015-01361-00

11-15-2016

95% CONSTRUCTION DOCUMENTS

SUBMISSION

11-15-16

SMYKOWSKIWOLF

LP100

GRAPHIC SCALE : 1" =

10' 20' 30'

10'

0'

Know what's below.

before you dig.Call

R

SCALE:

LANDSCAPE PLAN

1" = 10'

BIDS SUBMISSION_REVISED

FULLY SPRINKLERED

Scale: As indicated

1. DESIGN, DETAILING, AND CONSTRUCTION OF REINFORCED CONCRETE SHALL CONFORM TO THE FOLLOWING

PUBLICATION UNLESS NOTED OTHERWISE.

- BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-14)

- DETAILS AND DETAILING OF CONCRETE REINFORCEMENT (ACI 315-99)

- SPECIFICATION OF STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301-10)

- GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION (ACI-302.1R-04)

- ACI 305.1-06 SPECIFICATION FOR HOT WEATHER CONCRETING

- ACI 306.1-90 SPECIFICATION FOR COLD WEATHER CONCRETING

- ACI 347-04 RECOMMENDED PRACTICE FOR CONCRETE FORMWORK

2. UNLESS OTHERWISE NOTED, CONCRETE SHALL BE NORMAL WEIGHT AND SHALL DEVELOP 28 DAY

COMPRESSIVE STRENGTH AS FOLLOWS:

FOOTINGS, PIERS, GRADE BEAMS, RETAINING WALLS, EXTERIOR PADS, GRADE WALLS, PITS, BASEMENT WALLS = 4500 PSI

MUD MATS = 1500 PSI

INTERIOR SLAB ON GRADE AND ELEVATED FLOOR SLABS = 4000 PSI

MIX DESIGN REQUIREMENTS:

- PORTLAND CEMENT, ASTM C150 TYPE 1

- 3/4" MAXIMUM SIZE AGGREGATE

- FINE AND COARSE AGGREGATE PER ASTM C33

- POTABLE WATER

- AIR ENTRAINMENT 4% TO 6%, ASTM C260 (EXTERIOR AND FOUNDATION CONCRETE ONLY)

- MAX WATER / CEMENT RATIO = 0.45

- 5" SLUMP +/- 1" (BEFORE ADDITION OF PLASTICIZER OR WATER REDUCING ADMIXTURE)

- CRYSTALLINE WATERPROOFING ADMIXTURE (EXTERIOR AND FOUNDATION CONCRETE ONLY)

- WATER REDUCING ADMIXTURES (ASTM C494) AND FLY ASH MAY BE ADDED AT CONTRACTOR'S OPTION

- ADMIXTURES CONTAINING CHLORIDE ARE NOT PERMITTED

- PROVIDE HISTORIC DATA FOR PROPOSED MIX DESIGN AS NOTED IN ACI 318

3. REINFORCING SHALL BE DEFORMED BARS CONFORMING TO ASTM A615 AND SHALL HAVE A MINIMUM YIELD STRENGTH OF 60 KSI.

4. ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 GRADE 80 (Fy=80 KSI)

5. CONCRETE EXPOSED TO WEATHER OR FREEZING SHALL BE AIR-ENTRAINED. ANY CONCRETE CAST DURING COLD WEATHER SHALL BE

CONSIDERED AS CONCRETE EXPOSED TO WEATHER AND FREEZING.

6. UNLESS OTHERWISE SHOWN, PROVIDE FOLLOWING COVER FOR REINFORCING STEEL:

CONCRETE CAST AGAINST, PERMANENTLY EXPOSED TO EARTH 3"

CONCRETE EXPOSED TO EARTH OR WEATHER:

#6 TO #11 BARS 2"

#5 BAR AND SMALLER 1 1/2"

CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND 1 1/2"

7. PROVIDE SMOOTH FORMED FINISH ON EXPOSED CONCRETE U.N.O. ON ARCHITECTURAL DRAWINGS. ALL EXTERIOR SLABS

SHALL HAVE A BROOM FINISH U.N.O.

8. CONSULT WITH THE OWNER REPRESENTATIVE FOR APPROVAL OF EXCAVATIONS WHEN CONDITIONS SUCH AS BUT NOT LIMITED TO , POOR SOIL, WATER, OBSTRUCTIONS, PIPING, ADJACENT SEWERS, AND EXISTING FOOTINGS

ARE ENCOUNTERED.

9. BEFORE PLACING CONCRETE, REFER TO OTHER TRADE DRAWINGS AND COORDINATE THE LOCATION AND SIZE OF ITEMS SUCH AS, BUT NOT LIMITED TO OPENINGS, PIPING, CONDUITS, DRAINS, AND EMBEDDED ITEMS.

10. PLACE ADDITIONAL BARS (2-#5 MINIMUM) AROUND OPENINGS LARGER THAN 1 FOOT SQUARE (OR DIAMETER).

EXTEND BARS A MINIMUM OF 24 INCHES BEYOND OPENING U.N.O.

11. PROVIDE VERTICAL DOWELS FROM FOOTINGS TO PIERS AND FROM WALL FOUNDATIONS TO WALLS OF SAME SIZE AND SPACING AS VERTICAL REINFORCING AND OFFSET SPLICE AS REQUIRED. PROVIDE CORNER BARS AT PIT WALLS, RETAINING WALLS, AND GRADE WALL TO MATCH HORIZONTAL BAR REINFORCING SIZE AND SPACING.

12. CHAMFER ALL EXPOSED CONCRETE CORNERS 3/4 INCH x 45 DEGREES, UNLESS NOTED OTHERWISE.

13. REINFORCING BAR DEVELOPMENT LENGTH, LD AND SPLICE LENGTH AS SHOWN IN TABLE UNLESS NOTED OTHERWISE.

CONCRETE GENERAL NOTES:

13. COMPRESSION DEVELOPMENT LENGTH SHALL BE 22 BAR DIAMETERS AND COMPRESSION LAP SPLICE LENGTH SHALL BE 30 BAR DIAMETERS.

14. ANCHOR BOLTS SHALL BE SET PLUMB AND VERTICAL. CONTRACTOR SHALL EMPLOY A LICENSED PROFESSIONAL SURVEYOR TO PROVIDE A DETAILED SURVEY OF BOTH THE ANCHOR BOLT LAYOUT AND THE FINAL ANCHOR BOLT LOCATIONS. CONTRACTOR RESPONSIBLE FOR SETTING ANCHOR BOLTS SHALL BE RESPONSIBLE FOR ALL COSTS RELATED TO REQUIRED MODIFICATIONS DUE TO MISPLACED ANCHOR BOLTS. STEEL CONTRACTOR IS RESPONSIBLE FOR SUPPLYING AND FOUNDATION CONTRACTOR FOR SETTING THE ANCHOR BOLTS.

15. FOUNDATION CONTRACTOR IS RESPONSIBLE FOR KEEPING FOUNDATION EXCAVATIONS DEWATERED AFTER EACH RAIN AND SNOW EVENT AND KEEPING THE ANCHOR BOLTS CLEAN AND PROTECTED, UNTIL HANDOVER TO THE STRUCTURAL STEEL CONTRACTOR. STRUCTURAL STEEL CONTRACTOR IS RESPONSIBLE FOR KEEPING THE FOUNDATION EXCAVATIONS DEWATERED AFTER EACH RAIN AND SNOW EVENT AND KEEPING

THE ANCHOR BOLTS CLEAN AND PROTECTED, UNTIL HANDOVER TO THE GENERAL CONTRACTOR.

16. ALL ELEVATIONS SHOWN ON DESIGN DRAWINGS ARE REFERENCED TO FINISH FIRST FLOOR ELEVATION 816'-0".

17. REFER TO SPECIFICATIONS FOR FLOOR FLATNESS AND LEVELNESS REQUIREMENTS.

18. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL POUR SEQUENCES AND CONSTRUCTION PROCEDURES.

19. CONTRACTOR IS RESPONSIBLE FOR THE DESIGN, INSTALLATION, MAINTENANCE, AND REMOVAL OF ALL FORMWORK AND SHORING.

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