36E77619R0031-004.pdf

ARCHITECT/ENGINEER OF RECORD:

3600 30TH STREET

VA CENTRAL IOWA HEALTH CARE SYSTEM

PROJECT TITLE:

CONSTRUCT WAREHOUSE

BUILDING NUMBER:

BANCROFT ARCHITECTS + ENGINEERS

BAE DESIGN CONTRACT NUMBER: VA263-17-C-0125

STATION PROJECT NUMBER: 636A6-CSI-503

BAE PROJECT NUMBER: 17-117

PROJECT NUMBERS:

PROJECT LOCATION:

DES MOINES, IA 50310

ISSUED FOR BID

SEPTEMBER 26, 2018

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

K C

C G

P

R O

J E

C T

S

V

A

C

N

C O

C o n s t r u c t

W a r e h o u s e

D e s i g n

D o c u m e n t s

D r a w i n g s W

O R

K I N

G A

C A

D

A

C

S I

G

I d w g

P

M J K

A A

T Z

ISSUED FOR BID

NEW WAREHOUSE BUILDING

AND CONNECTION

FULLY SPRINKLERED

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

PhaseARCHITECT/ENGINEER OF RECORD KEY PLANCONSULTANTS

321 4 5 6 7 8 9 10

CONSTRUCT WAREHOUSE

VA Central Iowa Healthcare System

636A6-CSI-503

Project Director

09/26/ 2018Revisions: Date:

www. bancroft-ae.com

BAE PROJECT NO. 17-117

700 Nicholas Blvd. Suite 300 Elk Grove Village, IL 60007

T: 847.952.9362

35% SCHEMATIC DESIGN SUBMISSION 12/22/2017

NOT TO SCALE

65% SCHEMATIC DESIGN SUBMISSION 2/16/2018

95% CONSTRUCTION DOCUMENTS SUBMISSION 5/25/2018

PROGRESS CONSTRUCTION DOCUMENTS 06/22/2018

100% CONSTRUCTION DOCUMENTS SUBMISSION 08/31/2018

ISSUED FOR BID 09/26/2018

GI001

AGMMA

TITLE SHEET

CIVIL ENGINEER:

ANDERSON ENGINEERING OF MINNESOTA, LLC

13605 1ST AVENUE NORTH

SUITE 100

PLYMOUTH, MN 55441

ANDERSON ENGINEERING

ENGINEERING

ENGINEERING ARCHITECTURE LAND SURVEYING

ENVIRONMENTAL SERVICES LANDSCAPE ARCHITECTURE

STRUCTURAL ENGINEER:

330 S. NAPERVILLE RD

SUITE 300

WHEATON, IL 60187

JOHNSON WILBUR ADAMS, INC.

700 NICHOLAS BLVD. SUITE 300

ELK GROVE VILLAGE, ILLINOIS 60007

IMAGE DEPICTS GENERAL GRAPHIC INTENT, ONLY.

SEE SHEETS ATTACHED FOR SPECIFIC INFORMATION.

PROFESSIONAL SEALS:

STRUCTURAL ENGINEERING

BLAST CONSULTANT:

ONE BUSH STREET

SAN FRANCISCO, CA 94104

HINMAN CONSULTING ENGINEERS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

K C

C G

P

R O

J E

C T

S

C

N

C o n s t r u c t

W a r e h o u s e

D e s i g n

D o c u m e n t s

D r a w i n g s W

O R

K I N

G A

C A

D

A

C

S I

G

I d w g

P

M A

G I N

G R

I C

H

ISSUED FOR BID

NEW WAREHOUSE BUILDING

AND CONNECTION

FULLY SPRINKLERED

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

PhaseARCHITECT/ENGINEER OF RECORD KEY PLANCONSULTANTS

321 4 5 6 7 8 9 10

CONSTRUCT WAREHOUSE

VA Central Iowa Healthcare System

636A6-CSI-503

Project Director

09/26/ 2018Revisions: Date:

www. bancroft-ae.com

BAE PROJECT NO. 17-117

700 Nicholas Blvd. Suite 300 Elk Grove Village, IL 60007

T: 847.952.9362

35% SCHEMATIC DESIGN SUBMISSION 12/22/2017

NOT TO SCALE

65% SCHEMATIC DESIGN SUBMISSION 2/16/2018

95% CONSTRUCTION DOCUMENTS SUBMISSION 5/25/2018

PROGRESS CONSTRUCTION DOCUMENTS 06/22/2018

100% CONSTRUCTION DOCUMENTS SUBMISSION 08/31/2018

ISSUED FOR BID 09/26/2018

GI002

DTBMA

DRAWING INDEX

Volume 1 of 3

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

K C

C G

P

R O

J E

C T

S

C

N

C o n s t r u c t

W a r e h o u s e

D e s i g n

D o c u m e n t s

D r a w i n g s W

O R

K I N

G A

C A

D

A

C

S I

G

I d w g

P

M M

A B

E L

M A

N N

ISSUED FOR BID

NEW WAREHOUSE BUILDING

AND CONNECTION

FULLY SPRINKLERED

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

PhaseARCHITECT/ENGINEER OF RECORD KEY PLANCONSULTANTS

321 4 5 6 7 8 9 10

CONSTRUCT WAREHOUSE

VA Central Iowa Healthcare System

636A6-CSI-503

Project Director

09/26/ 2018Revisions: Date:

www. bancroft-ae.com

BAE PROJECT NO. 17-117

700 Nicholas Blvd. Suite 300 Elk Grove Village, IL 60007

T: 847.952.9362

35% SCHEMATIC DESIGN SUBMISSION 12/22/2017

NOT TO SCALE

65% SCHEMATIC DESIGN SUBMISSION 2/16/2018

95% CONSTRUCTION DOCUMENTS SUBMISSION 5/25/2018

PROGRESS CONSTRUCTION DOCUMENTS 06/22/2018

100% CONSTRUCTION DOCUMENTS SUBMISSION 08/31/2018

ISSUED FOR BID 09/26/2018

GI003

MAMA

CODE DATA

THESE NOTES APPLY

TO ALL DISCIPLINES

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

K C

C G

P

R O

J E

C T

S

C

N

C o n s t r u c t

W a r e h o u s e

D e s i g n

D o c u m e n t s

D r a w i n g s W

O R

K I N

G A

C A

D

A

C

S I

G

I d w g

P

M A

G I N

G R

I C

H

ISSUED FOR BID

NEW WAREHOUSE BUILDING

AND CONNECTION

FULLY SPRINKLERED

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

PhaseARCHITECT/ENGINEER OF RECORD KEY PLANCONSULTANTS

321 4 5 6 7 8 9 10

CONSTRUCT WAREHOUSE

VA Central Iowa Healthcare System

636A6-CSI-503

Project Director

09/26/ 2018Revisions: Date:

www. bancroft-ae.com

BAE PROJECT NO. 17-117

700 Nicholas Blvd. Suite 300 Elk Grove Village, IL 60007

T: 847.952.9362

35% SCHEMATIC DESIGN SUBMISSION 12/22/2017

NOT TO SCALE

65% SCHEMATIC DESIGN SUBMISSION 2/16/2018

95% CONSTRUCTION DOCUMENTS SUBMISSION 5/25/2018

PROGRESS CONSTRUCTION DOCUMENTS 06/22/2018

100% CONSTRUCTION DOCUMENTS SUBMISSION 08/31/2018

ISSUED FOR BID 09/26/2018

GI004

DTBMA

GENERAL PROJECT NOTES

SHEET WHERE DRAWN

0 4' 8' 16'

INSULATE PIPES

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

K C

C G

P

R O

J E

C T

S

C

N

C o n s t r u c t

W a r e h o u s e

D e s i g n

D o c u m e n t s

D r a w i n g s W

O R

K I N

G A

C A

D

A

C

S I

G

I d w g

P

M A

G I N

G R

I C

H

ISSUED FOR BID

NEW WAREHOUSE BUILDING

AND CONNECTION

FULLY SPRINKLERED

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

PhaseARCHITECT/ENGINEER OF RECORD KEY PLANCONSULTANTS

321 4 5 6 7 8 9 10

CONSTRUCT WAREHOUSE

VA Central Iowa Healthcare System

636A6-CSI-503

Project Director

09/26/ 2018Revisions: Date:

www. bancroft-ae.com

BAE PROJECT NO. 17-117

700 Nicholas Blvd. Suite 300 Elk Grove Village, IL 60007

T: 847.952.9362

35% SCHEMATIC DESIGN SUBMISSION 12/22/2017

NOT TO SCALE

65% SCHEMATIC DESIGN SUBMISSION 2/16/2018

95% CONSTRUCTION DOCUMENTS SUBMISSION 5/25/2018

PROGRESS CONSTRUCTION DOCUMENTS 06/22/2018

100% CONSTRUCTION DOCUMENTS SUBMISSION 08/31/2018

ISSUED FOR BID 09/26/2018

GI005

DTBMA

SYMBOLS, ABBREVIATIONS &

TYPICAL MOUNTING HEIGHTS

F

E

D

B

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

K C

C G

P

R O

J E

C T

S

V

A C

N

C o n s t r u c t

W a r e h o u s e

D e s i g n

D o c u m e n t s

D r a w i n g s W

O R

K I N

G A

C A

D A

C

S I G

I d w g

P

M A

G I N

G R

I C

H

ISSUED FOR BID

NEW WAREHOUSE BUILDING

AND CONNECTION

FULLY SPRINKLERED

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

PhaseARCHITECT/ENGINEER OF RECORD KEY PLANCONSULTANTS

321 4 5 6 7 8 9 10

CONSTRUCT WAREHOUSE

VA Central Iowa Healthcare System

636A6-CSI-503

Project Director

09/26/ 2018Revisions: Date:

www. bancroft-ae.com

BAE PROJECT NO. 17-117

700 Nicholas Blvd. Suite 300 Elk Grove Village, IL 60007

T: 847.952.9362

35% SCHEMATIC DESIGN SUBMISSION 12/22/2017

NOT TO SCALE

65% SCHEMATIC DESIGN SUBMISSION 2/16/2018

95% CONSTRUCTION DOCUMENTS SUBMISSION 5/25/2018

PROGRESS CONSTRUCTION DOCUMENTS 06/22/2018

100% CONSTRUCTION DOCUMENTS SUBMISSION 08/31/2018

ISSUED FOR BID 09/26/2018

GI101.1

AGMA

LIFE SAFETY PLAN - FIRST

FLOOR

G

H

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

K C

C G

P

R O

J E

C T

S

V

A C

N

C o n s t r u c t

W a r e h o u s e

D e s i g n

D o c u m e n t s

D r a w i n g s W

O R

K I N

G A

C A

D A

C

S I G

I d w g

A

M J R

O Z

M A

N

ISSUED FOR BID

NEW WAREHOUSE BUILDING

AND CONNECTION

FULLY SPRINKLERED

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

PhaseARCHITECT/ENGINEER OF RECORD KEY PLANCONSULTANTS

321 4 5 6 7 8 9 10

CONSTRUCT WAREHOUSE

VA Central Iowa Healthcare System

636A6-CSI-503

Project Director

09/26/ 2018Revisions: Date:

www. bancroft-ae.com

BAE PROJECT NO. 17-117

700 Nicholas Blvd. Suite 300 Elk Grove Village, IL 60007

T: 847.952.9362

35% SCHEMATIC DESIGN SUBMISSION 12/22/2017

NOT TO SCALE

65% SCHEMATIC DESIGN SUBMISSION 2/16/2018

95% CONSTRUCTION DOCUMENTS SUBMISSION 5/25/2018

PROGRESS CONSTRUCTION DOCUMENTS 06/22/2018

100% CONSTRUCTION DOCUMENTS SUBMISSION 08/31/2018

ISSUED FOR BID 09/26/2018

GI101.2

MMWMA

LIFE SAFETY PLAN-

EQUIPMENT PLATFORM

B

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

K C

C G

P

R O

J E

C T

S

V

A C

N

C o n s t r u c t

W a r e h o u s e

D e s i g n

D o c u m e n t s

D r a w i n g s W

O R

K I N

G A

C A

D A

C

S I G

I d w g

P

M A

G I N

G R

I C

H

ISSUED FOR BID

NEW WAREHOUSE BUILDING

AND CONNECTION

FULLY SPRINKLERED

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

PhaseARCHITECT/ENGINEER OF RECORD KEY PLANCONSULTANTS

321 4 5 6 7 8 9 10

CONSTRUCT WAREHOUSE

VA Central Iowa Healthcare System

636A6-CSI-503

Project Director

09/26/ 2018Revisions: Date:

www. bancroft-ae.com

BAE PROJECT NO. 17-117

700 Nicholas Blvd. Suite 300 Elk Grove Village, IL 60007

T: 847.952.9362

35% SCHEMATIC DESIGN SUBMISSION 12/22/2017

N

NOT TO SCALE

65% SCHEMATIC DESIGN SUBMISSION 2/16/2018

95% CONSTRUCTION DOCUMENTS SUBMISSION 5/25/2018

PROGRESS CONSTRUCTION DOCUMENTS 06/22/2018

100% CONSTRUCTION DOCUMENTS SUBMISSION 08/31/2018

ISSUED FOR BID 09/26/2018

GI102

DTBMA

PHASING PLAN

B

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

K C

C G

P

R O

J E

C T

S

V

A C

N

C o n s t r u c t

W a r e h o u s e

D e s i g n

D o c u m e n t s

D r a w i n g s W

O R

K I N

G A

C A

D A

C

S I G

I d w g

A

M A

G I N

G R

I C

H

ISSUED FOR BID

NEW WAREHOUSE BUILDING

AND CONNECTION

FULLY SPRINKLERED

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

PhaseARCHITECT/ENGINEER OF RECORD KEY PLANCONSULTANTS

321 4 5 6 7 8 9 10

CONSTRUCT WAREHOUSE

VA Central Iowa Healthcare System

636A6-CSI-503

Project Director

09/26/ 2018Revisions: Date:

www. bancroft-ae.com

BAE PROJECT NO. 17-117

700 Nicholas Blvd. Suite 300 Elk Grove Village, IL 60007

T: 847.952.9362

35% SCHEMATIC DESIGN SUBMISSION 12/22/2017

N

NOT TO SCALE

65% SCHEMATIC DESIGN SUBMISSION 2/16/2018

95% CONSTRUCTION DOCUMENTS SUBMISSION 5/25/2018

PROGRESS CONSTRUCTION DOCUMENTS 06/22/2018

100% CONSTRUCTION DOCUMENTS SUBMISSION 08/31/2018

ISSUED FOR BID 09/26/2018

GI103

DTBMA

INFECTION CONTROL

RISK ASSESSMENT

EB

M

PS

M

PS

M

PS

M

PS

M

PS

M

PS

M

PS

M

PS

M

PS

M

PS

M

PS

M

PS

M

PS

M

PS

C W

S C

W S

C W

S C

W S

C W

S C

W S

C W

S C

W S

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A y:

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- v am c de s m oi ne s ne w w ar eh ou se c iv il an d su rv ey

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2_ s- 1_ ba se

.d w g1 0/

/2

2:

P M

E H

E D

M A

N

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

ARCHITECT/ENGINEER OF RECORD KEY PLANCONSULTANTS

321 4 5 6 7 8 9 10

CONSTRUCT WAREHOUSE

VA Central Iowa Healthcare System

636A6-CSI-503

Project Director

Revisions: Date:

www. bancroft-ae.com

BAE PROJECT NO. 17-117

700 Nicholas Blvd. Suite 300 Elk Grove Village, IL 60007

T: 847.952.9362

NOT TO SCALE

LANDSCAPE ARCHITECTURE

LAND SURVEYINGARCHITECTURE

ENVIRONMENTAL SERVICES

ENGINEERING

ENGINEERING

ANDERSON

35% SCHEMATIC DESIGN SUBMISSION 12/22/2017

65% SCHEMATIC DESIGN SUBMISSION 2/16/2018

95% CONSTRUCTION DOCUMENTS SUBMISSION 5/25/2018

6/22/2018

Phase

100% CONSTRUCTION DOCUMENTS SUBMISSION

PROGRESS CONSTRUCTION DOCUMENTS

8/31/2018

NEW WAREHOUSE BUILDING

AND CONNECTION

FULLY SPRINKLERED 09/26/2018

ISSUED FOR BID

ISSUED FOR BID 9/26/2018

18116

David Anderson current page

VU001

EXISTING CONDITIONS

SURVEY

AutoCAD SHX Text

CO

AutoCAD SHX Text

CO

AutoCAD SHX Text

TR

AutoCAD SHX Text

TR

AutoCAD SHX Text

10" ABANDONED WATER

AutoCAD SHX Text

6" ABANDONED WATER

AutoCAD SHX Text

WV

AutoCAD SHX Text

TR

AutoCAD SHX Text

TR

AutoCAD SHX Text D

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

ABANDONED WATER

AutoCAD SHX Text

ABANDONED WATER

AutoCAD SHX Text

ABANDONED WATER

AutoCAD SHX Text

AC

AutoCAD SHX Text

AC

AutoCAD SHX Text

ABANDONED 6" AND 8" WATER LINES

AutoCAD SHX Text

XFMR 4-1 500KVA

AutoCAD SHX Text

XFMR 1W-2 1500KVA

AutoCAD SHX Text

XFMR 1W-1 750KVA

AutoCAD SHX Text

PIV

AutoCAD SHX Text

GAS

AutoCAD SHX Text

GV

AutoCAD SHX Text

10" ABANDONED WATER

AutoCAD SHX Text

6" ABANDONED WATER

AutoCAD SHX Text

10" ABANDONED WATER

AutoCAD SHX Text

6" ABANDONED WATER

AutoCAD SHX Text

STORAGE CONTAINER

AutoCAD SHX Text

BUILDING 4

AutoCAD SHX Text

BUILDING 2

AutoCAD SHX Text

BUILDING 12 EXTENDED CARE

AutoCAD SHX Text

BUILDING 2

AutoCAD SHX Text

PARKING AREA 5E

AutoCAD SHX Text

PARKING AREA 5A

AutoCAD SHX Text

PARKING AREA 7W

AutoCAD SHX Text

VFW CIRCLE

AutoCAD SHX Text

CP6

AutoCAD SHX Text

PED RAMP

AutoCAD SHX Text

PED RAMP

AutoCAD SHX Text B I T U M I N O U S

AutoCAD SHX Text

CONCRETE CURB

AutoCAD SHX Text

CONCRETE CURB

AutoCAD SHX Text G R A V E L

AutoCAD SHX Text G R A V E L

AutoCAD SHX Text

CONCRETE WALK

AutoCAD SHX Text

CONCRETE WALK

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text B I T U M I N O U S

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text B I T U M I N O U S

AutoCAD SHX Text

EDGE OF CONCRETE

AutoCAD SHX Text

TEMPORARY CONSTRUCTION FENCE

AutoCAD SHX Text B I T U M I N O U S

AutoCAD SHX Text B I T U M I N O U S

AutoCAD SHX Text

PED RAMP

AutoCAD SHX Text

RIM=912.5 INV=905.8

AutoCAD SHX Text

RIM=904.8 INV=892.6 (N) INV=892.4 (S)

AutoCAD SHX Text

RIM=913.3 INV=908.7

AutoCAD SHX Text

RIM=912.7 INV=908.4 (N) INV=908.0 (ESE)

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

12" PVC

AutoCAD SHX Text

12" VCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

7" VCP

AutoCAD SHX Text

RIM=918.4 TOP OF TUNNEL = 912.3 BOTTOM TUNNEL = 907.0

AutoCAD SHX Text

VFW CIRCLE

AutoCAD SHX Text

EDGE OF CONCRETE

AutoCAD SHX Text C O N C R E T E

AutoCAD SHX Text

INV=904.3

AutoCAD SHX Text

INV=914.7

AutoCAD SHX Text

5" VCP

AutoCAD SHX Text

4" PVC

AutoCAD SHX Text

EDGE OF BITUMINOUS

AutoCAD SHX Text

EDGE OF BITUMINOUS

AutoCAD SHX Text

EDGE OF BITUMINOUS

AutoCAD SHX Text B I T U M I N O U S

AutoCAD SHX Text B I T U M I N O U S

AutoCAD SHX Text

PARKING AREA 7N

AutoCAD SHX Text

PARKING AREA 7S

AutoCAD SHX Text

PARKING AREA 7

AutoCAD SHX Text

GUARD RAIL

AutoCAD SHX Text

CONCRETE WALK

AutoCAD SHX Text

CONCRETE WALK

AutoCAD SHX Text

CONCRETE WALK

AutoCAD SHX Text

FLOOR ELEVATION=923.0

AutoCAD SHX Text

FLOOR ELEVATION=923.1

AutoCAD SHX Text

RIM=917.1 INV=893.8 (N) INV=901.4 (W) INV=893.7 (S)

AutoCAD SHX Text

RIM=918.4 INV=913.7 (N) INV=901.9 (E)

AutoCAD SHX Text

STAIRS

AutoCAD SHX Text

ENTRY

AutoCAD SHX Text D E C K

AutoCAD SHX Text

STAIRS

AutoCAD SHX Text

CONCRETE STAIRS

AutoCAD SHX Text B I T U M I N O U S

AutoCAD SHX Text

SEAM IN SURFACE

AutoCAD SHX Text

SEAM IN SURFACE

AutoCAD SHX Text

SEAM IN SURFACE

AutoCAD SHX Text

RIM=919.8

AutoCAD SHX Text

STAIRS

AutoCAD SHX Text

TEMPORARY SHEET PILING SHORING

AutoCAD SHX Text

DECK

AutoCAD SHX Text

SB 4

AutoCAD SHX Text

SB 1

AutoCAD SHX Text

SB 3

AutoCAD SHX Text

SB 2

AutoCAD SHX Text 896.8

AutoCAD SHX Text 898.4

AutoCAD SHX Text 899.5

AutoCAD SHX Text 898.7

AutoCAD SHX Text 901.2

AutoCAD SHX Text 902.7

AutoCAD SHX Text 904.7

AutoCAD SHX Text 904.8

AutoCAD SHX Text 904.9

AutoCAD SHX Text 905.1

AutoCAD SHX Text 905.4

AutoCAD SHX Text 905.7

AutoCAD SHX Text 905.8

AutoCAD SHX Text 905.9

AutoCAD SHX Text F.T.C.H=8.0

AutoCAD SHX Text F.T.C.H=7.0

AutoCAD SHX Text F.T.C.H=7.0

AutoCAD SHX Text F.T.C.H=7.0

AutoCAD SHX Text F.T.C.H=7.0

AutoCAD SHX Text F.T.C.H=7.0

AutoCAD SHX Text F.T.C.H=7.0

AutoCAD SHX Text F.T.C.H=7.0

AutoCAD SHX Text F.T.C.H=7.0

AutoCAD SHX Text

RIM=919.8 TOP OF TUNNEL = 912.9 BOTTOM TUNNEL = 905.6

AutoCAD SHX Text

RIM=918.3 TOP OF TUNNEL = 914.8 BOTTOM TUNNEL = 908.6

AutoCAD SHX Text

UNDERGROUND CONCRETE TUNNEL

AutoCAD SHX Text

UNIDENTIFIED UNDERGROUND UTILITY PIPE

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OVERHEAD WIRES

AutoCAD SHX Text X

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OHW

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CULVERT

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SANITARY SEWER

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ELECTRIC OUTLET POST

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WATER MAIN

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STORM SEWER

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FENCE

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POWER POLE

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ELECTRIC BOX

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LIGHT POLE

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HYDRANT

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GAS VALVE

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SIGN

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MANHOLE

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GUARD POST

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UNDERGROUND ELECTRIC

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AUTO SPRINKLER

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TR

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ELECTRIC MANHOLE

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UE

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BENCH

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CONIFEROUS TREE

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HHE

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HANDHOLE ELECTRIC

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IRRIGATION CONTROL BOX

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DECIDUOUS TREE

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CONTROL POINT

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LEGEND

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ELECTRIC METER

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STORM MANHOLE

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GAS METER

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SANITARY MANHOLE

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ROOF DRAIN

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GAS MAIN

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GAS

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EM

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SEMAPHORE

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HANDICAP PARKING

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POST INDICATOR VALVE

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WATER VALVE

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CATCH BASIN

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COMMUNICATION JUNCTION BOX

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CO

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CLEAN OUT

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CATCH BASIN

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FLAG POLE

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SOIL BORING

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COMMUNICATION

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COMM

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POWER POLE ANCHOR

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TEL

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FO

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STEAM

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TELEPHONE

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FIBER OPTICS

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STEAM

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IRRIGATION CONTROL VALVE

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STEAM MANHOLE

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WELL

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CONDENSER WATER, SUPPLY

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CONDENSER WATER, RETURN

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CWS

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CWR

AutoCAD SHX Text 904.8

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SPOT ELEVATION

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TUNNEL FLOOR ELEVATION

AutoCAD SHX Text 918.5

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FLOOR TO CEILING HEIGHT

AutoCAD SHX Text F.T.C.H.=7.0

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MEDIUM PRESSURE STEAM

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MPS

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SCALE IN FEET

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CONTROL POINT DESCRIPTION NORTHING EASTING ELEVATION

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CP 4 BRASS DISK 592737.060 1596599.801 912.39

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CP 5 BRASS DISK 592522.006 1596483.946 890.40

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CP 6 BRASS DISK 592738.877 1596240.078 909.58

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CP 8 BRASS DISK 592781.171 1595563.226 922.19

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CONTROL POINT SCHEDULE

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SURVEYORS NOTES:

AutoCAD SHX Text THE LOCATION AND EXTENT OF UTILITIES, IF SHOWN, ARE BASED UPON EXISTING DRAWINGS PROVIDED BY THE VA, UTILITY PLANS AND/OR ABOVE GROUND EVIDENCE. THERE IS NO GUARANTEE AS TO THE ACCURACY OR THE COMPLETENESS OF THIS INFORMATION. THE SIZE AND LOCATION SHOULD BE CONSIDERED APPROXIMATE. ADDITIONAL UNDERGROUND UTILITIES MAY BE PRESENT.

AutoCAD SHX Text AN IOWA ONE-CALL SHALL BE UTILIZED FOR LOCATION AND DETERMINATION OF THE EXISTENCE OF UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION.

AutoCAD SHX Text THE FIELD WORK WAS COMPLETED NOVEMBER 10, 2017. THE CENTRALIZED BOILER/ CHILLER PLANT TUNNEL LOCATION WAS LOCATED DECEMBER 7, 2017.

AutoCAD SHX Text I hereby certify that this land surveying document was prepared and the related survey work was performed by me or under my direct personal supervision and that I am a duly licensed Land Surveyor under the laws of the State of Iowa.

AutoCAD SHX Text Print or typed name

AutoCAD SHX Text License number

AutoCAD SHX Text My license renewal date is December 31, AutoCAD SHX Text Pages or sheets covered by this seal:

AutoCAD SHX Text (signature)

AutoCAD SHX Text (date)

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DAVID

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ANDERSON

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M

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C W

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A y:

\1

\1 b an cr of t a rc hi te ct s

- v am c de s m oi ne s ne w w ar eh ou se c iv il an d su rv ey c iv il\

_0 ca d fil es

\1

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dw g1 0/

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2:

P M

E H

E D

M A

N

NEW WAREHOUSE BUILDING

AND CONNECTION

FULLY SPRINKLERED

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

PhaseARCHITECT/ENGINEER OF RECORD KEY PLANCONSULTANTS

321 4 5 6 7 8 9 10

CONSTRUCT WAREHOUSE

VA Central Iowa Healthcare System

636A6-CSI-503

Project Director

09/26/2018Revisions: Date:

www. bancroft-ae.com

BAE PROJECT NO. 17-117

700 Nicholas Blvd. Suite 300 Elk Grove Village, IL 60007

T: 847.952.9362

35% SCHEMATIC DESIGN SUBMISSION 12/22/2017

NOT TO SCALE

65% SCHEMATIC DESIGN SUBMISSION 2/16/2018

95% CONSTRUCTION DOCUMENTS SUBMISSION 5/25/2018

LANDSCAPE ARCHITECTURE

LAND SURVEYINGARCHITECTURE

ENVIRONMENTAL SERVICES

ENGINEERING

ENGINEERING

ANDERSON

100% CONSTRUCTION DOCUMENTS SUBMISSION

6/22/2018PROGRESS CONSTRUCTION DOCUMENTS

8/31/2018

ISSUED FOR BID

ISSUED FOR BID 9/26/2018

CD101

SITE DEMOLITION PLAN

0 20' 40' N

LEGEND

CONCRETE REMOVAL

ASPHALT PAVEMENT REMOVAL

REMOVE BOLLARDS, CONCRETE PAVEMENT,

AND FENCE FROM OXYGEN TANK ENCLOSURE

UTILITY REMOVAL

TREE REMOVAL

REMOVE UNDERGROUND ELECTRICAL UTILITY CONNECTION FOR EXISTING SITE LIGHTING. REPLACE ALL

DISTURBED AREAS IN-KIND. SEE ELECTRICAL PLANS.

REMOVE SITE LIGHTING.

REMOVE EXISTING TREE (TYP).

PROTECT TREE THROUGHOUT CONSTRUCTION. INSTALL TREE PROTECTION FENCE ALONG DRIP LINE OF

EXISTING TREES TO REMAIN. (TYP.)

REMOVE CONCRETE CURB AND GUTTER. SAW CUT AT NEAREST JOINT.

REMOVE CONCRETE SIDEWALK. SAWCUT SIDEWALK AT NEXT EXPANSION JOINT AND REMOVE FULL PANEL.

REMOVE CONCRETE STAIRS.

REMOVE CONCRETE PAVEMENT. SAWCUT EXISTING PAVEMENT AT REMOVAL LIMITS.

REMOVE AND SALVAGE EXISTING YARD HYDRANT AND VALVE.

REMOVE ASPHALT PAVEMENT. SAWCUT EXISTING PAVEMENT AT REMOVAL LIMITS. CONTACT COR IN ADVANCE

OF SHUT DOWN OF ANY BUILDING ACCESS.

REMOVE WATERMAIN. CAP EXISTING WATERMAIN AT STUB. SEE SHEET CS101 FOR WATERMAIN REPLACEMENT.

PROTECT EXISTING UTILITIES TO REMAIN THROUGHOUT UTILITY DEMOLITION. CONTACT COR IN ADVANCE OF

POTENTIAL SERVICE DISRUPTION.

REMOVE CONCRETE PAD AT BUILDING 4 ENTRY. PROTECT EXISTING STAIRS AND CONCRETE TO REMAIN.

CONTACT COR IN ADVANCE OF SHUT DOWN OF BUILDING 4 ACCESS.

SALVAGE EXISTING GAZEBO. COORDINATE WITH COR FOR STORAGE AND RELOCATION OF GAZEBO. REMOVE

CONCRETE FOUNDATION.

SALVAGE EXISTING SIGN. COORDINATE WITH COR REGARDING RELOCATION OF SIGNS.

REMOVE EXISTING BOLLARDS.

NOT USED

REMOVE GRAVEL PAVEMENT.

REMOVE AND SALVAGE DECK AND STAIRCASE. SEE SHEET CS101 FOR NEW DECK LOCATION.

REMOVE STORM LINE AND MANHOLES TO NEXT DOWN STREAM MANHOLE. CAP PIPE 2 FT FROM MANHOLE AND

FILL PIPE WITH GROUT.

REMOVE EXISTING ELECTRICAL LINE FROM GAZEBO TO BUILDING 2. CAP AT/IN BUILDING AS NECESSARY.

REMOVE EXISTING PAVEMENT MARKING.

REMOVE EXISTING FENCE.

PROTECT TRANSFORMER AND CONCRETE PAD.

PROTECT EXISTING UTILITY TUNNEL.

REMOVE AND INSTALL NEW CASTING ON EXISTING CATCH BASIN IN NEW CURB LINE.

REMOVE CONCRETE STOOP.

REMOVE SANITARY SEWER LINE TO MANHOLE.

1. CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITIES, INCLUDING UTILITY TUNNELS, AS NECESSARY TO COMPLETE WORK. THIS MAY REQUIRE A PRIVATE LOCATOR. UTILITIES ON PLANS MAY VARY FROM EXISTING CONDITIONS. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED TO UTILITIES WHETHER SHOWN, NOT SHOWN, OR SHOWN INCORRECTLY. NOTIFY COR IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND.

2. ALL WORK TO BE CONSTRUCTED IN A LEGAL MANNER IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS.

3. CONTRACTOR SHALL OBTAIN ALL PERMITS PRIOR TO CONSTRUCTION ACTIVITIES.

4. VERIFY EROSION CONTROL MEASURES ARE IN PLACE PRIOR TO STARTING WORK.

5. PHASE DEMOLITION AS NEEDED TO MAINTAIN DRAINAGE AND UTILITIES FOR MINIMAL DISRUPTION.

6. CLEAR AND GRUB AND REMOVE ALL TREES AND SHRUBS WHERE SHOWN TO BE REMOVED. PROTECT TREES SHOWN TO BE PROTECTED. TREE ROOTS SHALL BE REMOVED TO WITHIN 4 FEET MINIMUM OF FINISHED GRADE.

7. CONTRACTOR SHALL REMOVE AND DISPOSE OFF-SITE ALL DEMOLITION ITEMS IN ACCORDANCE WITH APPLICABLE

FEDERAL, STATE AND LOCAL REQUIREMENTS.

8. PATCH IN-KIND ALL DISTURBED PAVEMENTS & CURBS.

9. STREET SWEEP TO PREVENT DIRT AND DEBRIS ENTERING INTO TO THE PUBLIC RIGHT OF WAY, INCLUDING ADJACENT WALKS AND ROADWAYS, MINIMUM DAILY. MAINTAIN CONFORMANCE WITH APPLICABLE STORM WATER

POLLUTION PREVENTION PRACTICES.

10. MAINTAIN ACCESS TO FIRE HYDRANT WITHIN CONSTRUCTION AREA AT ALL TIMES.

11. IRRIGATION LINES ARE NOT SHOWN. CONTRACTOR TO COORDINATE WITH THE VA ON LINE AND VALVE LOCATION

AND RELOCATION.

GENERAL NOTES:

KEYNOTES:

GRAVEL PAVEMENT REMOVAL

EXISTING FENCE REMOVAL

CONSTRUCTION LIMITS

SILT FENCE

CURB REMOVAL

BIOROLLS

SOIL BORING LOCATION

EMS IJW

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CO

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CO

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CO

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TR

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TR

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WV

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TR

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TR

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WV

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WV

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WV

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WV

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WV

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WV

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WV

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WV

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AC

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AC

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XFMR 4-1 500KVA

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XFMR 1W-2 1500KVA

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XFMR 1W-1 750KVA

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PIV

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GAS

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STORAGE CONTAINER

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BUILDING 4

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BUILDING 2

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BUILDING 12 EXTENDED CARE

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BUILDING 2

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VFW CIRCLE

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PED RAMP

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PED RAMP

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CONCRETE CURB

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CONCRETE WALK

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CONCRETE WALK

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CONCRETE

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CONCRETE

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EDGE OF CONCRETE

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TEMPORARY CONSTRUCTION FENCE

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AutoCAD SHX Text B I T U M I N O U S

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PED RAMP

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RIM=912.5 INV=905.8

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RIM=913.3 INV=908.7

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RIM=912.7 INV=908.4 (N) INV=908.0 (ESE)

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12" RCP

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12" PVC

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12" VCP

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12" RCP

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12" RCP

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7" VCP

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RIM=918.4 TOP OF TUNNEL = 912.3 BOTTOM TUNNEL = 907.0

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VFW CIRCLE

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EDGE OF CONCRETE

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INV=904.3

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INV=914.7

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5" VCP

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4" PVC

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EDGE OF BITUMINOUS

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EDGE OF BITUMINOUS

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EDGE OF BITUMINOUS

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PARKING AREA 7N

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PARKING AREA 7

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CONCRETE WALK

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CONCRETE WALK

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FLOOR ELEVATION=923.0

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FLOOR ELEVATION=923.1

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RIM=917.1 INV=893.8 (N) INV=901.4 (W) INV=893.7 (S)

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RIM=918.4 INV=913.7 (N) INV=901.9 (E)

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STAIRS

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ENTRY

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STAIRS

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CONCRETE STAIRS

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SEAM IN SURFACE

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SEAM IN SURFACE

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SEAM IN SURFACE

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RIM=919.8

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STAIRS

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TEMPORARY SHEET PILING SHORING

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DECK

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SB 4

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SB 1

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SB 3

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SB 2

AutoCAD SHX Text 896.8

AutoCAD SHX Text 898.4

AutoCAD SHX Text 899.5

AutoCAD SHX Text 898.7

AutoCAD SHX Text 901.2

AutoCAD SHX Text 902.7

AutoCAD SHX Text 904.7

AutoCAD SHX Text 904.8

AutoCAD SHX Text 904.9

AutoCAD SHX Text 905.1

AutoCAD SHX Text 905.4

AutoCAD SHX Text 905.7

AutoCAD SHX Text 905.8

AutoCAD SHX Text 905.9

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RIM=919.8 TOP OF TUNNEL = 912.9 BOTTOM TUNNEL = 905.6

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RIM=918.3 TOP OF TUNNEL = 914.8 BOTTOM TUNNEL = 908.6

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UNDERGROUND CONCRETE TUNNEL

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UNIDENTIFIED UNDERGROUND UTILITY PIPE

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PARKING AREA 7W

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WAREHOUSE

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Oxy ge n

Relo ca te d

PROPOSED

WAREHOUSE

FFE = 923.0

4.8

2.35%

3.29%

2.75%

3.29% 2.

4.7 0%

919918

2.77%

4:1

4:1

4:

4:1

BUILDING CORNER COORDINATES

POINT #

NORTHING

592978.3621

592938.0554

592919.0533

592857.1887

592871.5313

592926.5346

592938.4361

592978.9753

592979.1699

593009.6722

EASTING

1596216.2266

1596216.3163

1596241.6502

1596195.2474

1596176.1257

1596102.7948

1596086.9275

1596117.3194

1596204.7248

1596204.6569

2.92%

2.98%

1.00%

3.45%

1.

2.00%

8.00%

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A y:

\1

\1 b an cr of t a rc hi te ct s

- v am c de s m oi ne s ne w w ar eh ou se c iv il an d su rv ey c iv il\

_0 ca d fil es

\1

_C

_P la n.

dw g1 0/

/2

2:

P M

E H

E D

M A

N

NEW WAREHOUSE BUILDING

AND CONNECTION

FULLY SPRINKLERED

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

PhaseARCHITECT/ENGINEER OF RECORD KEY PLANCONSULTANTS

321 4 5 6 7 8 9 10

CONSTRUCT WAREHOUSE

VA Central Iowa Healthcare System

636A6-CSI-503

Project Director

09/26/2018Revisions: Date:

www. bancroft-ae.com

BAE PROJECT NO. 17-117

700 Nicholas Blvd. Suite 300 Elk Grove Village, IL 60007

T: 847.952.9362

35% SCHEMATIC DESIGN SUBMISSION 12/22/2017

NOT TO SCALE

65% SCHEMATIC DESIGN SUBMISSION 2/16/2018

95% CONSTRUCTION DOCUMENTS SUBMISSION 5/25/2018

LANDSCAPE ARCHITECTURE

LAND SURVEYINGARCHITECTURE

ENVIRONMENTAL SERVICES

ENGINEERING

ENGINEERING

ANDERSON

100% CONSTRUCTION DOCUMENTS SUBMISSION

6/22/2018PROGRESS CONSTRUCTION DOCUMENTS

8/31/2018

ISSUED FOR BID

ISSUED FOR BID 9/26/2018

FL = FLOW LINE

TC = TOP OF CURB

LP = LOW POINT

HP = HIGH POINT

R = RIM

TW = TOP OF WALL

BW = BOTTOM OF WALL

M = MATCH EXISTING

LEGEND

SPOT ELEVATION KEY:

NEW MINOR CONTOUR

EXISTING STORM SEWER

SPOT ELEVATION, REFER TO

SPOT ELEVATION KEY

SLOPE ARROW

NEW STORM SEWER AND STRUCTURES

NEW SANITARY SEWER SERVICE

NEW WATER SERVICE

EXISTING WATERMAIN

EXISTING OVERHEAD ELECTRICAL LINE

EXISTING TELECOMMUNICATION LINE

EXISTING CONTOUR

NEW MAJOR CONTOUR

STORM WATER POLLUTION PREVENTION PLAN NOTES:

1. THE CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF ALL UNDERGROUND UTILITIES WITH THE RESPECTIVE

UTILITY COMPANIES PRIOR TO CONSTRUCTION. WHERE UTILITIES ARE LOCATED BY STATE ONE-CALL SERVICE, THE

CONTRACTOR SHALL EMPLOY A LOCATOR AT OWN EXPENSE.

2. ALL EROSION CONTROL MEASURES CALLED FOR ON THESE PLANS AND SPECIFICATIONS, WHICH MAY INCLUDE SILT FENCE, SEDIMENTATION BASINS OR TEMPORARY SEDIMENT TRAPS, SHALL BE CONSTRUCTED AND SERVICEABLE IN THE

FOLLOWING ORDER:

A. ROCK CONSTRUCTION ENTRANCES A MINIMUM OF 50 FEET, OR APPROVED EQUAL BY VA COR

B. SILT FENCE

C. TEMPORARY SEDIMENTATION BASINS AND OUTFALL FACILITIES

D. COMMON EXCAVATION AND EMBANKMENT (GRADING)

E. SOD

F. BIO-ROLL BARRIERS, EROSION CONTROL BLANKETS IN FINISHED GRADED AREAS

G. INLET AND OUTLET FACILITIES SUBSEQUENT TO STORM SEWER WORK

3. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY AND NPDES PHASE II PERMITTING REQUIREMENTS AS WELL AS EROSION CONTROL MEASURES AS MAY BE SHOWN ON THESE PLANS OR SPECIFICATIONS. THE CONTRACTOR SHALL IMPLEMENT ANY ADDITIONAL EROSION CONTROL MEASURES AS MAY

BE REQUIRED TO PROTECT ADJACENT PROPERTY.

4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY LOCAL, STATE, OR FEDERAL PERMITS, INCLUDING A NPDES PERMIT, PRIOR TO CONSTRUCTION.

5. ALL EROSION CONTROL FACILITIES SHALL BE MAINTAINED BY THE CONTRACTOR DURING GRADING OPERATIONS. ANY TEMPORARY FACILITIES WHICH ARE TO BE REMOVED AS CALLED FOR ON THESE PLANS AND SPECIFICATIONS SHALL BE REMOVED BY THE CONTRACTOR WHEN DIRECTED BY THE RESIDENT ENGINEER AFTER TURF ESTABLISHMENT. THE CONTRACTOR SHALL THEN RESTORE THE SUBSEQUENTLY DISTURBED AREA IN ACCORDANCE WITH THESE PLANS AND

SPECIFICATIONS.

6. THE CONTRACTOR SHALL SCHEDULE THE TESTING LABORATORY SO THAT CERTIFICATION OF ALL FILLS WILL BE FURNISHED

TO THE COR DURING AND UPON COMPLETION OF THE PROJECT.

7. ALL DISTURBED AREAS, EXCEPT AREAS TO BE PAVED AND/OR SPECIFICALLY DESIGNED BY A LANDSCAPE PLAN, SHALL BE COVERED WITH A MINIMUM 6" OF TOP SOIL. ALL DISTURBED AREAS SHALL BE SEEDED & MULCHED AT THE PRESCRIBED

RATES WITHIN 72 HOURS OF FINAL GRADING UNLESS OTHERWISE NOTED.

8. THE EXISTING TOPOGRAPHY AND CONTOUR ELEVATIONS SHOWN ON THE PLANS ARE PROVIDED AS CURRENT AND

ACCURATE. CONTRACTOR TO FIELD VERIFY SITE CONDITIONS.

9. CONTRACTORS GRADING AND EROSION CONTROL OPERATIONS SHALL TAKE PLACE WITHIN THE CONSTRUCTION LIMITS.

10. IT IS REQUIRED THAT SOILS TRACKED FROM THE SITE BY MOTOR VEHICLES BE CLEANED DAILY FROM PAVED ROADWAY

SURFACES THROUGHOUT THE DURATION OF CONSTRUCTION. PAVED ROADS WITH TRACTED SEDIMENT SHALL BE SWEPT

DAILY WITH A PICK-UP STYLE BROOM.

11. PROVIDE TEMPORARY SEDIMENTATION BASINS AS NECESSARY TO SATISFY NPDES PERMITING

12. DEWATERING AND/OR BASIN DRAINING DISCHARGE SHALL BE DIRECTED TO SEDIMENTATION BASINS IN LOCATIONS

APPROVED BY THE COR. ALL DISCHARGE POINTS SHALL BE ADEQUATELY PROTECTED FROM EROSION & SCOUR THROUGH

USE OF APPROVED ENERGY DISSIPATION DEVICES.

13. ALL SOLID WASTE/ CONSTRUCTION DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH FEDERAL & STATE REQUIREMENTS. HAZARDOUS MATERIALS SHALL BE STORED/ DISPOSED OF IN COMPLIANCE WITH LOCAL REGULATIONS.

14. CONTRACTOR SHALL PROVIDE A TEMPORARY SEDIMENTATION BASIN ON SITE FOR CONSTRUCTION WASH OUT USE.

TEMPORARY BASIN SHALL BE LOCATED AS TO PROVIDE EASY ACCESS FOR CONSTRUCTION VEHICLES AND CONCRETE

TRUCKS AS NECESSARY.

15. INSPECT EROSION CONTROL MEASURES ROUTINELY AND FREQUENTLY AND PER LOCAL STATE AND PERMIT REQUIREMENTS.

SEE STORM WATER POLLUTION PREVENTION PLAN TABLE BELOW.

16. CONTRACTOR TO PROVIDE EROSION CONTROL MEASURES THROUGHOUT CONSTRUCTION ACTIVITY AND MODIFY

ACCORDINGLY DURING CONSTRUCTION PHASING.

17. KEEP A COPY OF THE CURRENT EROSION CONTROL PLAN ON SITE THROUGHOUT THE DURATION OF THE PROJECT.

18. CONTRACTOR IS RESPONSIBLE FOR ROUTINE SITE INSPECTIONS AT PER SWPPP PERMIT. KEEP INSPECTION REPORTS

ON-SITE AND MAKE THEM AVAILABLE UPON REQUEST.

19. INSPECT AND MAINTAIN ALL INSTALLED EROSION CONTROL PRACTICES UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN

STABILIZED.

20. SWEEP/CLEAN UP ALL SEDIMENT/TRASH THAT MOVES OFF-SITE DUE TO CONSTRUCTION ACTIVITY OR STORM EVENTS

BEFORE THE END OF THE SAME WORKDAY OR AS DIRECTED BY VA COR. SEPARATE SWEPT MATERIALS (SOILS AND TRASH

AND DISPOSE OF APPROPRIATELY.

21. PROPERLY DISPOSE OF ALL WASTE AND UNUSED BUILDING MATERIALS (INCLUDING GARBAGE, DEBRIS, CLEANING WASTES, OR OTHER CONSTRUCTION MATERIALS).

GENERAL NOTES:

1. SEED ALL DISTURBED TURF ARES WITH LOCAL PLANT MIX.

2. MAINTAIN TEMPORARY EROSION CONTROL MEASURES DURING CONSTRUCTION. IF LIMITS OF GRADING REQUIRE

RELOCATION OF EROSION CONTROL DEVICES, CONTRACTOR SHALL RELOCATE AS NECESSARY.

3. ESTABLISH STABILIZED CONSTRUCTION ENTRANCE PRIOR TO THE INITIATION OF SITE CONSTRUCTION ACTIVITIES.

4. PROPOSED CONTOURS AND SPOT ELEVATIONS ARE TO FINISHED GRADE.

5. PROVIDE DRAINAGE AWAY FROM BUILDINGS AT ALL TIMES.

6. NO GRADED SLOPES SHALL EXCEED 3:1 (HOR:VERT) UNLESS OTHERWISE NOTED.

7. FINISHED PAVEMENT SHALL BE FLUSH WITH ADJACENT PAVEMENT.

8. SEE ARCHITECTURAL PLANS FOR WAREHOUSE CONSTRUCTION.

9. COORDINATE WITH UTILITIES FOR INSTALLATION DEPTHS.

10. SPOT OF FLAT WORK SHOWN AT KEY POINTS. CONSTRUCT FLAT WORK WITH STRAIGHT GRADES BETWEEN KEY POINTS.

PRIOR TO COMMENCEMENT

OF EARTHWORK OPERATIONS.

INSTALLATION

SCHEDULE OF INSTALLATION & MAINTENANCE

STORM WATER POLLUTION PREVENTION PLAN

ITEM

SILT FENCE

AFTER TRIBUTARY

DRAINAGE AREA IS

INSPECTION & MAINTENANCE

RESTORED.

REMOVAL

ROCK CONST.

ENTRANCE

PRIOR TO COMMENCEMENT

OF EARTHWORK OPERATIONS.

INSPECT REGULARLY.

MAINTAIN AS NEEDED.

PRIOR TO PAVING.

N/A

N/A

SEED AND

SOD TURF

AFTER FINAL GRADING

OPERATIONS.

INSPECT AND MAINTAIN AFTER HEAVY RAINS.

REPLACE WASH-OUT AREAS IMMEDIATELY.

UPON INLET CONSTRUCTION.

PRIOR TO COMMENCEMENT

OF EARTHWORK OPERATIONS

WHEN 1/3 CAPACITY OF BMP IS REACHED.

INSPECT & MAINT. AFTER EACH RUN-OFF

EVENT. REMOVE SEDIMENTS AS REQUIRED.

INLET

PROTECTION

CONCRETE

WASHOUT

SWEEPING N/A

PRIOR TO CONCRETE

FORMWORK

SWEEP DAILY.

INSPECT REGULARLY.

MAINTAIN AS NEEDED.

AFTER SOIL AND TURF

ESTABLISHMENT

PROJECT/PHASE

COMPLETION

MATCH EX. GRADE

AT END OF WALK.

CONCRETE PAVEMENT

HEAVY DUTY ASPHALT PAVEMENT

CG101

GRADING AND EROSION

CONTROL PLAN

EMS IJW

NEW CHAIN LINK FENCE

0 20' 40' N

SCALE:2

DOCK AND PALLET STORAGE GRADING

1"=10'

ROCK MULCH

STAGING OF EROSION CONTROL BMPS

1. STAGING OF SILT FENCE AND OTHER EROSION CONTROL BMPS WILL BE REQUIRED AS CONSTRUCTION OPERATIONS

PROGRESS.

2. SEE CD101 FOR INITIAL SILT FENCE/BIOROLL LOCATION DURING DEMOLITION OPERATIONS.

3. ADJUST SILT FENCE TO LOCATION SHOWN ON CG101 PRIOR TO PAVING OPERATIONS.

4. CONTRACTOR TO MODIFY EROSION CONTROL MEASURES THROUGHOUT CONSTRUCTION AS REQUIRED. DOCUMENT

MODIFICATIONS AND CONSTRUCTION AS THEY OCCUR. WHERE POSSIBLE EXISTING EROSION CONTROL BMP ARE TO REMAIN

IN PLACE UNTIL THE NEW BMPS HAVE BEEN ESTABLISHED.

SEE DETAIL 2/CD204 FOR EASTERN STAIR ELEVATION DETAILS. SEE STRUCTURAL FOR

FOOTING AND REINFORCEMENT DETAILS.

SEE DETAIL 1/CD204 FOR WESTERN STAIR ELEVATION DETAILS. SEE STRUCTURAL FOR

FOOTING AND REINFORCEMENT DETAILS.

ABOVE GROUND UTILITY BRIDGE. SEE STRUCTURAL AND MECHANICAL FOR EXACT LOCATION

AND DETAILS.

KEYNOTES:

MATCH EX. GRADE

AT PED RAMP

SILT FENCE

CURB TRANSITION

FLOW DIRECTION

SOIL BORING LOCATION

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XFMR 4-1 500KVA

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XFMR 1W-2 1500KVA

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XFMR 1W-1 750KVA

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PIV

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GAS

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BUILDING 4

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BUILDING 2

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BUILDING 12 EXTENDED CARE

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BUILDING 2

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PARKING AREA 5E

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PARKING AREA 5A

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VFW CIRCLE

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PED RAMP

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PED RAMP

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CONCRETE CURB

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CONCRETE CURB

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CONCRETE WALK

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CONCRETE

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CONCRETE

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EDGE OF CONCRETE

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TEMPORARY CONSTRUCTION FENCE

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PED RAMP

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RIM=912.5 INV=905.8

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RIM=913.3 INV=908.7

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RIM=912.7 INV=908.4 (N) INV=908.0 (ESE)

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12" RCP

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12" PVC

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12" VCP

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12" RCP

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12" RCP

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7" VCP

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RIM=918.4 TOP OF TUNNEL = 912.3 BOTTOM TUNNEL = 907.0

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VFW CIRCLE

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EDGE OF CONCRETE

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INV=904.3

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INV=914.7

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5" VCP

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4" PVC

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PARKING AREA 7N

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CONCRETE WALK

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CONCRETE WALK

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FLOOR ELEVATION=923.0

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FLOOR ELEVATION=923.1

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RIM=917.1 INV=893.8 (N) INV=901.4 (W) INV=893.7 (S)

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STAIRS

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ENTRY

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SEAM IN SURFACE

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SEAM IN SURFACE

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RIM=919.8

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STAIRS

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TEMPORARY SHEET PILING SHORING

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DECK

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SB 4

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SB 1

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SB 2

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RIM=919.8 TOP OF TUNNEL = 912.9 BOTTOM TUNNEL = 905.6

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RIM=918.3 TOP OF TUNNEL = 914.8 BOTTOM TUNNEL = 908.6

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UNDERGROUND CONCRETE TUNNEL

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UNIDENTIFIED UNDERGROUND UTILITY PIPE

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PARKING AREA 7W

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SITE LIGHTING

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XFMR 12-1 1000KVA

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ABANDONED ELECTRIC

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STEAM TUNNEL MH TOP TUNNEL=914.05 BOTTOM TUNNEL=907.71

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RIM=919.8

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SB 4

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RIM=919.8 TOP OF TUNNEL = 912.9 BOTTOM TUNNEL = 905.6

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W

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C W

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Oxy ge n

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15 LF OF 12" CL.V

RCP @ 3.60%

80 LF OF 12" CL.V

RCP @ 1.25%

155 LF OF 12" CL.V

RCP @

1.00%

57 LF OF 12" CL.V

RCP @

2.63%

10 LF OF CL.V 12"

RCP @ 2.00%

PROPOSED

WAREHOUSE

FFE = 923.0

.0

58.74

68.41

R5.5

.12

.25

22.89

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16.0

.7

33.67

12.44

.00

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23.02

94.33

R10.0

R3.0

53.55

25.79 14.05

19.93

38.72

R30.0

R30 .0

20.55

5.

R4.0

33.00

L

F 4"

S D

R

P

V C

74 LF 4" SDR 26

PVC @ 3%

53 LF 4" SDR 26

PVC @ 3%

IN

V

4.

INV = 907.78

6.

5.0

L

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F

SD

R

PV

C

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0%

21.04' 8' M

IN

B

O

TH

S

ID

E S

O F

TU

N

N E

L

8 9

BUILDING CORNER COORDINATES

POINT #

NORTHING

592978.3621

592938.0554

592919.0533

592857.1887

592871.5313

592926.5346

592938.4361

592978.9753

592979.1699

593009.6722

EASTING

1596216.2266

1596216.3163

1596241.6502

1596195.2474

1596176.1257

1596102.7948

1596086.9275

1596117.3194

1596204.7248

1596204.6569

24.0 R20.0

R5.0

R5.0 R30.0

5.0

8.0

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A y:

\1

\1 b an cr of t a rc hi te ct s

- v am c de s m oi ne s ne w w ar eh ou se c iv il an d su rv ey c iv il\

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dw g1 0/

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2:

P M

E H

E D

M A

N

NEW WAREHOUSE BUILDING

AND CONNECTION

FULLY SPRINKLERED

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

PhaseARCHITECT/ENGINEER OF RECORD KEY PLANCONSULTANTS

321 4 5 6 7 8 9 10

CONSTRUCT WAREHOUSE

VA Central Iowa Healthcare System

636A6-CSI-503

Project Director

09/26/2018Revisions: Date:

www. bancroft-ae.com

BAE PROJECT NO. 17-117

700 Nicholas Blvd. Suite 300 Elk Grove Village, IL 60007

T: 847.952.9362

35% SCHEMATIC DESIGN SUBMISSION 12/22/2017

NOT TO SCALE

65% SCHEMATIC DESIGN SUBMISSION 2/16/2018

95% CONSTRUCTION DOCUMENTS SUBMISSION 5/25/2018

LANDSCAPE ARCHITECTURE

LAND SURVEYINGARCHITECTURE

ENVIRONMENTAL SERVICES

ENGINEERING

ENGINEERING

ANDERSON

100% CONSTRUCTION DOCUMENTS SUBMISSION

6/22/2018PROGRESS CONSTRUCTION DOCUMENTS

8/31/2018

ISSUED FOR BID

ISSUED FOR BID 9/26/2018

LEGEND

NEW MINOR CONTOUR

EXISTING STORM SEWER

NEW STORM SEWER AND STRUCTURES

NEW SANITARY SEWER SERVICE

NEW WATER SERVICE

EXISTING WATERMAIN

EXISTING OVERHEAD ELECTRICAL LINE

EXISTING TELECOMMUNICATION LINE

EXISTING CONTOUR

NEW MAJOR CONTOUR

SANITARY CLEANOUT BEND PER DETAIL 8/CD201

ACCESS GATE IN FENCING. SEE SHEET CD-205 (DETAIL 4 AND 5 FOR GATE)

INSTALL TEE FOR CONNECTION TO EXISTING WATERMAIN. FIELD VERIFY SIZE.

REMOVE EXISTING 6" SANITARY CONNECTION AND CONNECT NEW 4" SANITARY IN EXISTING OPENING.

INSTALL RUBBER BOOT FOR WATER TIGHT CONNECTION.

INSTALL NEW R-2533 CASTING ON EXISTING STMH-7 STRUCTURE.

CURB STOP AND BOX PER DETAIL 4/CD204

CORE CONNECTION FOR NEW 12" STORM PIPE, INV = 908.8.

HEAVY DUTY CONCRETE PAVEMENT PER DETAIL 2/CD201

CONCRETE SIDEWALK PER DETAIL 4/CD201

HEAVY DUTY ASPHALT PAVEMENT PER DETAIL 1/CD201

CONCRETE RETAINING WALL WITH RAILING, SEE STRUCTURAL PLANS FOR DETAILS.

B612 CURB AND GUTTER PER DETAIL 3/CD201

CONCRETE VALLEY GUTTER PER DETAIL 3/CD201

OXYGEN TANK STORAGE ENCLOSURE. SEE STRUCTURAL FOR FLOOR SLAB AND STRUCTURE DETAILS.

PROTECT EXISTING TUNNEL (TYP.)

CONNECT 10" SDR 26 PVC STORM PIPE TO 10" CAST IRON ROOF DRAIN WITH MFR. APPROVED COUPLER.

10" CAST IRON PIPE. CONTRACTOR TO COORDINATE WITH WITH MECHANICAL PLAN FOR FOR ROOF

DRAIN CONNECTION LOCATION.

INSTALL TWO-SIDED B612 CURB AND GUTTER PER DETAIL 3/CD201

PROPOSED 1.5 INCH OXYGEN LINE. SEE MECHANICAL PLANS FOR DETAILS.

NEW R-2533 CASTING FOR EXISTING CB-6. RIM ELEVATION = 912.80.

INSTALL 45° AND 22.5° BENDS

INSTALL 22.5° BEND

CONTRACTOR TO COORDINATE WITH PLUMBING FOR SANITARY SERVICE CONNECTION. INV = ±914.0.

INSTALL CHAIN AND BOLLARDS PER DETAIL 3A/CD204 - SOUTHEAST PARKING LOT GATE

INSTALL CHAIN AND BOLLARDS 3D/CD204 - VOLUNTEER DRIVE ACCESS GATE

INSTALL CHAIN AND BOLLARDS 3B/CD204 - DELIVERY ACCESS GATE

INSTALL CHAIN AND BOLLARDS 3C/CD204 - VFW CIRCLE ACCESS GATE

ADJUST EXISTING MANHOLE RIM ELEVATION TO FINISHED GRADE

ADJUST EXISTING VALVE BOX ELEVATION TO FINISHED GRADE

2.5" TYPE K COPPER DOMESTIC WATER SERVICE

REINSTALL DECK AND STAIRCASE. SEE STRUCTURAL

VERIFY UTILITY DEPTH. CONTACT COR IF IN CONFLICT WITH PROPOSED FEATURES (TYP.)

EXISTING STEAM TUNNEL RUNS UNDER NEW BLDG. SEE STRUCTURAL PLANS FOR DETAILS. PROTECT.

NEW CONCRETE BOLLARD PER DETAIL 1/CD203. 4.0 FT CLEAR SPACING AT OXYGEN TANK ENCLOSURE.

PIV - SEE FIRE PROTECTION PLANS FOR DETAILS

6" CLASS 52 DIP HARD WATER FIRE SERVICE LINE.

INSTALL 6"X6"X6" TEE

NEW PIN OAK, SEE DETAIL 3/CD205 (TYP.)

INSTALL GEOFOAM OVER UTILITY TUNNEL. EXTEND MIN. 8FT FROM EDGE OF TUNNEL ON BOTH SIDES.

SEE STRUCTURAL PLANS FOR DETAILS.

ABOVE GROUND UTILITY BRIDGE. SEE STRUCTURAL AND MECHANICAL.

12'x12' CONCRETE SPILL PAD FOR OXYGEN TANK STORAGE ENCLOSURE CENTERED ON FILL AREA. SEE

STRUCTURAL FOR LOCATION AND DETAILS.

CHAIN LINK FENCE WITH GATE ATTACHED TO OXYGEN TANK STORAGE ENCLOSURE. SEE SHEET CD-205

(DETAIL 6 FOR GATE). GATE OPENING LOCATION CENTERED OVER SPILL PAD.

TUBE RAIL FENCE. SEE DETAIL 7/CD205. CORE DRILL AND EMBED POSTS THROUGH SIDEWALK. ANCHOR

PER MANUFACTURER'S RECOMMENDATIONS.

CONCRETE PAVEMENT SEE KEY NOTES BELOW

SILT FENCE

CS101

SITE, UTILITY, AND

PAVING PLAN

NEW CHAIN LINK FENCE

0 20' 40' N

16 17

ROCK MULCH

KEYNOTES:

1. REFER TO ARCHITECTURAL PLANS FOR BUILDING LAYOUT AND DIMENSIONS OF STOOPS AND

PRECISE BUILDING DIMENSIONS.

2. REFER TO SITE DEMOLITION PLAN FOR LIMITS OF PAVEMENT REMOVALS.

3. NEW CONSTRUCTION FEATURES SHALL MATCH IN TO EXISTING WHERE APPLICABLE (PAVEMENT, CURBS, SIDEWALKS). PROVIDE SMOOTH TRANSITIONS AT MATCH IN POINTS.

4. EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO CONSTRUCTION. SEE SHEET CG101.

5. ALL DIMENSIONS ARE IN FEET AND TO THE FACE OF CURB UNLESS OTHERWISE INDICATED ON THE

PLANS.

6. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL HORIZONTAL AND VERTICAL CONTROLS.

7. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR TO CONSTRUCTION.

8. PROTECT ALL EXISTING SITE ELEMENTS (TREES, UTILITIES, CURB, ECT...) NOT NOTED FOR REMOVAL.

SEE SHEET CD101. REPLACE IN KIND IF DAMAGED.

9. SUBSTITUTIONS FROM INFO SHOWN HEREON SHALL BE REVIEWED AND APPROVED BY THE COR.

10. VERIFY BUILDING DIMENSIONS WITH THE ARCHITECTURAL AND FOUNDATION PLANS.

SITE PLAN NOTES:

1. CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITIES AS NECESSARY

TO COMPLETE WORK. THIS MAY REQUIRE A PRIVATE LOCATOR. UTILITIES

ON PLANS MAY VARY FROM EXISTING CONDITIONS. CONTRACTOR IS

RESPONSIBLE FOR ANY DAMAGE CAUSED TO UTILITIES WHETHER

SHOWN, NOT SHOWN, OR SHOWN INCORRECTLY. NOTIFY COR

IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND.

2. COORDINATE ALL UTILITY RELOCATIONS WITH ALL DISCIPLINES TO

MINIMIZE DISRUPTIONS. COORDINATE WITH COR ON ALL DISRUPTIONS.

3. WATERMAIN TO BE LOCATED 10' MINIMUM HORIZONTAL SEPARATION

FROM SANITARY SEWER.

4. THE CONTRACTOR SHALL MEET THE REQUIREMENTS OF THE LOCAL

GOVERNING AUTHORITIES FOR CONNECTION TO PUBLIC WATER,

SANITARY SEWER, AND STORM SEWER UTILITIES AND WORK WITHIN THE

PUBLIC RIGHT OF WAY.

5. ALL WATER SERVICE THRUST FORCE POINTS (INCLUDES VALVES, TEES,

WYES, HYDRANTS, DEAD ENDS, AND BENDS) ARE TO HAVE MECHANICAL

JOINT CONNECTIONS. THRUST BLOCKS ARE TO BE USED AS DETAILED.

6. THE CONTRACTOR SHALL CLEAN ALL SURFACE FLOW CHANNELS, PIPES,

AND STRUCTURES AFTER FINAL SURFACES ARE ESTABLISHED AND PRIOR

TO PROJECT CLOSEOUT.

7. VERIFY ALL UTILITY CONNECTIONS AND CONTINUATION NEAR BUILDING

PERIMETER WITH MECHANICAL PLANS PRIOR TO INSTALLATION.

8. CONTRACTOR SHALL PERFORM A RECORD SURVEY FOR ALL

CONSTRUCTED ITEMS TO VERITY CONSTRUCTION CONFORMS TO

CONSTRUCTION DOCUMENTS. ITEMS INCLUDED, BUT NOT LIMITED TO;

CONNECTIONS TO EXISTING UTILITIES (LOCATION AND ELEVATION), NEW

UTILITY LINE ROUTING, NEW STRUCTURE LOCATIONS, INVERT

ELEVATIONS, PAVEMENT/CURB AND GUTTER/SIDWALK/RETAINING WALL/

ETC. LOCATIONS AND ELEVATIONS.

9. PUBLIC ACCESS TO VOLUNTEER DRIVE TO BE MAINTAINED THROUGHOUT

CONSTRUCTION. FENCE/GATE NOT TO OCCUR PRIOR TO COMPLETION OF

ALL PAVING OPERATIONS.

GENERAL NOTES:

15 2

CONSTRUCTION LIMITS

HEAVY DUTY ASPHALT PAVEMENT

LIMITS OF GEOFOAM INSTALLATION.

3.0

VO

LU

N

TE

ER

D

R

IV

E

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