Attachment V - Drawings set 4 of 6.pdf

PDF 16 MB Posted

Attached to
Z1DA--Improve Sewer System and Water Loop 610-21-104 Federal contract opportunity
Solicitation number
36C25025B0007
Issued by
Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 10

View the file

Other files for this federal contract opportunity

Other files attached to Z1DA--Improve Sewer System and Water Loop 610-21-104, newest first.
File Type Posted
Attachment - 331000.pdf PDF
Attachment - 329000.pdf PDF
36C25025B0007 0011.pdf PDF
Attachment - 321723.pdf PDF
Attachment - Updated DB WD.pdf PDF
Attachment - 2nd Set RFI Questions and Answers.pdf PDF
36C25025B0007 0010.pdf PDF
Attachment - RFI Questions and Answers.docx DOCX document
36C25025B0007 0009.pdf PDF
Site Walk Sign-In Sheet - Improve Sewer System and Water Loop.pdf PDF
36C25025B0007 0008.pdf PDF
36C25025B0007 0007.pdf PDF
36C25025B0007 0006.pdf PDF
36C25025B0007 0005.pdf PDF
36C25025B0007 0004.pdf PDF
36C25025B0007 0003.pdf PDF
36C25025B0007 0002.pdf PDF
36C25025B0007 0001.pdf PDF
Attachment XI - RFI Form-36C25025B0007.docx DOCX document
Attachment VI - Drawings set 5 of 6.pdf PDF
Attachment III - Drawings set 2 of 6.pdf PDF
36C25025B0007.docx DOCX document
Attachment VIII - Specs.pdf PDF
Attachment I - WD.pdf PDF
Attachment IX - Limitation on Subcontracting Cert.pdf PDF
Attachment VII - Drawings set 6 of 6.pdf PDF
Attachment IV - Drawings set 3 of 6.pdf PDF
Attachment X - EMR.docx DOCX document
Attachment II - Drawings set 1 of 6.pdf PDF
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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

CONSTRUCTION

DOCUMENT

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

Viridian Architectural Design, Inc.

2020 E. Washington Boulevard Suite 200 Fort Wayne, Indiana 46808

PH: 260.424.4830

www.viridian-design.net

Civil Engineering:

Improve Sewer System and Water Loop

Marion, Indiana

610-21-104

Campus Project Director

07 / 31 / 2023Revisions: Date:

V IRIDIAN

ARCHITECTURAL DESIGN INC.

Engineering Resources, Inc.

4175 New Vision Drive Fort Wayne, Indiana 46845

PH: 260-490-1025

Fax: 260-490-1026 www.eri.consulting

All concepts, ideas, design elements, plans, and details as shown on this document are the sole property of Viridian Architectural Design Inc. and shall not be used for any purpose without prior expressed written consent. The Contracting Officer Representative shall be permitted to retain copies for information and reference.

OF 8744

AREA 2

SHEET CS202

AREA 3

SHEET CS203

AREA 4

SHEET CS204

AREA 5

SHEET CS205

AREA 6

SHEET CS206

AREA 7

SHEET CS207

AREA 1

SHEET CS201

AREA 8

SHEET CS208

AREA 9

SHEET CS209

CS200SCALE: 1" = 100'

CIVIL SITE GRADING AREA LOCATION PLAN

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MANHOLE (INACCESSIBLE)

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CAPPED

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FUEL LINE

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VENT PIPES

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36" FUEL TANK ACCESS

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CIVIL SITE GRADING PLAN - OVERALL

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CS200

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DLR

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MDR

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D

C

PARK DRIVE

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E 38th STREET

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M:831.86±

M:831.94±

M:832.37±

832.33

TC:832.90

BC:832.60 TC:832.76

BC:832.16

M:831.95± TC:832.23

BC:831.73

TC:832.91

BC:832.41

M:TC:832.92±

M:BC:832.52±

R:832.81

R:831.86

R:831.73

R:832.73

R:832.91

R:831.89

R:831.11

R:834.74

EX:R:838.58±

M:838.63±

M:838.65± M:838.45±

M:TC:838.71±

M:BC:838.38±

M:TC:838.98±

M:BC:838.63±

R:833.08

R:832.70

R:832.60

R:832.32

832.50

EX:R:832.27

832.32

EX:R:831.24

M:832.25±

M:BC:832.59±

M:832.57±

M:832.62±

TC:832.89

BC:832.39

M:832.60± M:832.71±

832.95

M:TW:832.51±

M:BW:832.43±

M:832.29± M:832.46±

M:831.50±

M:TC:831.54±

M:BC:831.09±

M:830.77± M:830.73±

M:830.79± M:830.81±

M:831.70±

M:831.60±

MATCH EXISTING SPOT ELEVATION

PROPOSED SPOT ELEVATION

PROPOSED RIM ELEVATION

PROPOSED TOP OF CURB ELEVATION

PROPOSED BOTTOM OF CURB ELEVATION

BREAKLINE

M:XXX.xx±

XXX.xx

R:XXX.xx

TC:XXX.xx

BC:XXX.xx

GRADING LEGEND:

DRAINAGE AND UTILITY NOTES:

1. ALL ELEVATIONS ARE TO TOP OF PAVEMENT OR LAWN UNLESS NOTED OTHERWISE.

2. ADJUST ALL EXISTING MANHOLES, VALVES, HYDRANTS, AND HANDHOLES TO

PROPOSED GRADES.

3. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AS REQUIRED BY THE VA AND LOCAL

AUTHORITIES.

4. PRIOR TO ORDERING STORM STRUCTURES, CONTRACTOR TO FIELD VERIFY ALL RIMS

AND NOTIFY ENGINEER IF CONFLICTS WITH PROPOSED CONSTRUCTION.

NOTE:

SEE CI100 FOR SURVEY LEGEND.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

CONSTRUCTION

DOCUMENT

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

Viridian Architectural Design, Inc.

2020 E. Washington Boulevard Suite 200 Fort Wayne, Indiana 46808

PH: 260.424.4830

www.viridian-design.net

Civil Engineering:

Improve Sewer System and Water Loop

Marion, Indiana

610-21-104

Campus Project Director

07 / 31 / 2023Revisions: Date:

V IRIDIAN

ARCHITECTURAL DESIGN INC.

Engineering Resources, Inc.

4175 New Vision Drive Fort Wayne, Indiana 46845

PH: 260-490-1025

Fax: 260-490-1026 www.eri.consulting

All concepts, ideas, design elements, plans, and details as shown on this document are the sole property of Viridian Architectural Design Inc. and shall not be used for any purpose without prior expressed written consent. The Contracting Officer Representative shall be permitted to retain copies for information and reference.

OF 87

SCALE: 1" = 30'

CIVIL SITE GRADING PLAN - AREA 1 1

CS201

SEE SHEET CS202 FOR CONTINUATION

NOT TO SCALE

CAMPUS KEY PLAN

INDIANA AVENUE

FLO

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INDIANA AVENUE

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MCMAHON AVENUE

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CHAPMAN AVENUE

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RIVER ROAD / ORCHARD AVENUE

BLACK ROAD

NELSON AVENUE

ORCHARD AVENUE

ORCHARD AVENUE

ORCHARD AVENUE

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LA

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BUILDING 93 1-CAR GARAGE (BLDG. 34)

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AutoCAD SHX Text 06-15-2023

AutoCAD SHX Text

CIVIL SITE GRADING PLAN - AREA 1

AutoCAD SHX Text N

AutoCAD SHX Text

CS201

AutoCAD SHX Text

DLR

MDR

E

C

P A

R K

D R

IV

E

STEELE CIRCLE DRIVE

INDIANA AVENUE

STEELE C

IR

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LE D

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IV

E

IN

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AN

A

AV

EN

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INDIANA AVENUE

E

LP

C

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D

D

832 M:TC:833.41±

M:BC:832.96±

TC:832.86

BC:832.36

R:830.13

TC:832.78

BC:832.28

TC:831.17

BC:830.67

M:834.64±

M:840.38±

M:831.95±

M:833.14±

TC:832.23

BC:831.73

M:TC:833.51±

M:BC:833.09±

M:840.59±

M:TW:839.46±

M:BW:839.33±

M:834.57±

M:834.85±

M:839.57±

M:TC:840.63±

M:BC:840.19±

M:TC:840.81±

M:BC:840.35±

M:842.62± M:842.84±

M:842.89±

M:TW:841.03±

M:BW:840.91±

M:TC:832.92±

M:BC:832.52±

M:TC:831.24±

M:BC:830.79±

TC:832.14

BC:831.64

R:841.58

R:840.66

R:839.89

R:840.90

R:832.81

R:831.86

R:830.73

R:830.62

R:831.93

R:831.81

R:830.95

M:840.51±

M:841.16±

M:839.40±

M:839.87±

M:841.14±

M:838.87±

M:837.99±

M:837.95±

EX:R:832.27 M:832.29±

M:832.46±

M:831.50±

M:TC:831.54±

M:BC:831.09±

M:830.77± M:830.73±

M:830.79± M:830.81±

M:831.70±

M:831.60±

M:831.21±

M:830.92±

M:TC:831.32±

M:BC:830.87±

M:833.32±

TC:833.25

M:BC:832.75±

TC:832.83

BC:832.33

TC:841.58

BC:841.08

TC:841.17

BC:840.67

840.77 M:840.68±

M:TC:841.31±

M:BC:840.91±

M:TC:843.06±

M:BC:842.66±

M:842.91±

M:843.07±

MATCH EXISTING SPOT ELEVATION

PROPOSED SPOT ELEVATION

PROPOSED RIM ELEVATION

PROPOSED TOP OF CURB ELEVATION

PROPOSED BOTTOM OF CURB ELEVATION

BREAKLINE

M:XXX.xx±

XXX.xx

R:XXX.xx

TC:XXX.xx

BC:XXX.xx

GRADING LEGEND:

DRAINAGE AND UTILITY NOTES:

1. ALL ELEVATIONS ARE TO TOP OF PAVEMENT OR LAWN UNLESS NOTED OTHERWISE.

2. ADJUST ALL EXISTING MANHOLES, VALVES, HYDRANTS, AND HANDHOLES TO

PROPOSED GRADES.

3. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AS REQUIRED BY THE VA AND LOCAL

AUTHORITIES.

4. PRIOR TO ORDERING STORM STRUCTURES, CONTRACTOR TO FIELD VERIFY ALL RIMS

AND NOTIFY ENGINEER IF CONFLICTS WITH PROPOSED CONSTRUCTION.

NOTE:

SEE CI100 FOR SURVEY LEGEND.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

CONSTRUCTION

DOCUMENT

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

Viridian Architectural Design, Inc.

2020 E. Washington Boulevard Suite 200 Fort Wayne, Indiana 46808

PH: 260.424.4830

www.viridian-design.net

Civil Engineering:

Improve Sewer System and Water Loop

Marion, Indiana

610-21-104

Campus Project Director

07 / 31 / 2023Revisions: Date:

V IRIDIAN

ARCHITECTURAL DESIGN INC.

Engineering Resources, Inc.

4175 New Vision Drive Fort Wayne, Indiana 46845

PH: 260-490-1025

Fax: 260-490-1026 www.eri.consulting

All concepts, ideas, design elements, plans, and details as shown on this document are the sole property of Viridian Architectural Design Inc. and shall not be used for any purpose without prior expressed written consent. The Contracting Officer Representative shall be permitted to retain copies for information and reference.

OF 87

SCALE: 1" = 30'

CIVIL SITE GRADING PLAN - AREA 2 1

CS202

SEE SHEET CS204 FOR CONTINUATION

SEE SHEET CS201 FOR CONTINUATION

SE

E

SH

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FO

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B

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BUILDING 34 QUARTERS SINGLE

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AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

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AutoCAD SHX Text one and one half inches = one foot

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AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

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AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

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AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

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AutoCAD SHX Text 10911278

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AutoCAD SHX Text G

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STATE OF

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AutoCAD SHX Text I

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AutoCAD SHX Text E

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AutoCAD SHX Text 06-15-2023

AutoCAD SHX Text

CIVIL SITE GRADING PLAN - AREA 2

AutoCAD SHX Text N

AutoCAD SHX Text

CS202

AutoCAD SHX Text

DLR

INDIANA AVENUE

M

IS

S

IS

E N

E W

A R

O A

D

ICV

YH

W

YH

W

ICV W

CO

ICV

ICV

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R:835.46

R:832.47

R:830.13

TC:836.50

BC:836.00

TC:833.51

BC:833.01

TC:831.17

BC:830.67

MATCH EXISTING SPOT ELEVATION

PROPOSED SPOT ELEVATION

PROPOSED RIM ELEVATION

PROPOSED TOP OF CURB ELEVATION

PROPOSED BOTTOM OF CURB ELEVATION

BREAKLINE

M:XXX.xx±

XXX.xx

R:XXX.xx

TC:XXX.xx

BC:XXX.xx

GRADING LEGEND:

DRAINAGE AND UTILITY NOTES:

1. ALL ELEVATIONS ARE TO TOP OF PAVEMENT OR LAWN UNLESS NOTED OTHERWISE.

2. ADJUST ALL EXISTING MANHOLES, VALVES, HYDRANTS, AND HANDHOLES TO

PROPOSED GRADES.

3. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AS REQUIRED BY THE VA AND LOCAL

AUTHORITIES.

4. PRIOR TO ORDERING STORM STRUCTURES, CONTRACTOR TO FIELD VERIFY ALL RIMS

AND NOTIFY ENGINEER IF CONFLICTS WITH PROPOSED CONSTRUCTION.

NOTE:

SEE CI100 FOR SURVEY LEGEND.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

CONSTRUCTION

DOCUMENT

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

Viridian Architectural Design, Inc.

2020 E. Washington Boulevard Suite 200 Fort Wayne, Indiana 46808

PH: 260.424.4830

www.viridian-design.net

Civil Engineering:

Improve Sewer System and Water Loop

Marion, Indiana

610-21-104

Campus Project Director

07 / 31 / 2023Revisions: Date:

V IRIDIAN

ARCHITECTURAL DESIGN INC.

Engineering Resources, Inc.

4175 New Vision Drive Fort Wayne, Indiana 46845

PH: 260-490-1025

Fax: 260-490-1026 www.eri.consulting

All concepts, ideas, design elements, plans, and details as shown on this document are the sole property of Viridian Architectural Design Inc. and shall not be used for any purpose without prior expressed written consent. The Contracting Officer Representative shall be permitted to retain copies for information and reference.

OF 87

SCALE: 1" = 30'

CIVIL SITE GRADING PLAN - AREA 3 1

CS203

SEE SHEET CS205 FOR CONTINUATION

SE

E

SH

EE

T

CS

FO

R

CO

NT

IN

UA

TI

O

N

NOT TO SCALE

CAMPUS KEY PLAN

INDIANA AVENUE

FLO

W

ER

STR

EET

INDIANA AVENUE

VINE ROAD

PARK DRIVE

P A

R K

D R

IV

E

D

IX

R O

A D

VIN

E R

OAD

VINE ROAD

STEELE CIRCLE DRIVE

S HOME AVENUE /

MCMAHON AVENUE

INDIANA AVENUE

FLOW

ER STREET

CHAPMAN AVENUE

CHAPMAN AVENUE

CHAPMAN AVENUE

FL

O

W E

R S

T R

E E

T

STEELE C

IR

C

LE D

R

IV

E

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C H

A R

D A

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EN

U E

O R

C H

A R

D A

V E

N U

E

RIVER ROAD / ORCHARD AVENUE

BLACK ROAD

NELSON AVENUE

ORCHARD AVENUE

ORCHARD AVENUE

ORCHARD AVENUE

B

LA

C K

R O

A D

ORCHARD AVENUE

KUDER PLACE

HYD

E

RO

AD

IR

W

IN

D

R

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M

IS

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IS

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E W

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E 38th STREET

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LA

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WATER STREET

SH

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LIN

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AREA 3

SH

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AutoCAD SHX Text one eighth inch = one foot

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VA FORM 08-6231

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AutoCAD SHX Text N

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CS203

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DLR

CHAPMAN AVENUE

CHAPMAN AVENUE

NELSON AVENUE

S H

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T S

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N E

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M:842.62± M:842.84±

M:842.89±

M:843.24±

M:842.94±

M:844.15±

M:844.49± M:844.66±

M:843.86±

M:844.30±

M:844.25±

M:TC:844.06±

M:BC:843.61±

M:TC:844.01±

M:BC:843.56±

M:843.39±

M:843.47±

M:844.29±

M:TC:843.83±

M:BC:843.36±

M:TC:844.37±

M:BC:843.91±

M:TC:845.47±

M:BC:845.04±

M:TC:845.45±

M:BC:845.05±

M:844.51±

M:843.35±

R:843.77

R:844.57

R:843.65

M:843.36±

M:843.70±

M:843.70± M:843.61± M:843.73±

EX:R:843.58±

EX:R:843.68±

TOPOGRAPHIC SURVEY NOT

CONDUCTED INSIDE FENCED AREA.

CONTRACTOR TO MATCH EXISTING

ELEVATIONS

M:843.54± M:843.54±

M:843.70±

M:843.66± M:843.92±

M:844.02±

M:843.76±

M:843.66±

M:844.08±

M:844.09±

M:845.99±

M:845.92± R:845.78

R:844.00

843.83

844.05

845.49

845.18

R:844.55

R:844.33

R:845.68

R:845.99

R:M:EXISTING±

MATCH EXISTING SPOT ELEVATION

PROPOSED SPOT ELEVATION

PROPOSED RIM ELEVATION

PROPOSED TOP OF CURB ELEVATION

PROPOSED BOTTOM OF CURB ELEVATION

BREAKLINE

M:XXX.xx±

XXX.xx

R:XXX.xx

TC:XXX.xx

BC:XXX.xx

GRADING LEGEND:

DRAINAGE AND UTILITY NOTES:

1. ALL ELEVATIONS ARE TO TOP OF PAVEMENT OR LAWN UNLESS NOTED OTHERWISE.

2. ADJUST ALL EXISTING MANHOLES, VALVES, HYDRANTS, AND HANDHOLES TO

PROPOSED GRADES.

3. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AS REQUIRED BY THE VA AND LOCAL

AUTHORITIES.

4. PRIOR TO ORDERING STORM STRUCTURES, CONTRACTOR TO FIELD VERIFY ALL RIMS

AND NOTIFY ENGINEER IF CONFLICTS WITH PROPOSED CONSTRUCTION.

NOTE:

SEE CI100 FOR SURVEY LEGEND.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

CONSTRUCTION

DOCUMENT

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

Viridian Architectural Design, Inc.

2020 E. Washington Boulevard Suite 200 Fort Wayne, Indiana 46808

PH: 260.424.4830

www.viridian-design.net

Civil Engineering:

Improve Sewer System and Water Loop

Marion, Indiana

610-21-104

Campus Project Director

07 / 31 / 2023Revisions: Date:

V IRIDIAN

ARCHITECTURAL DESIGN INC.

Engineering Resources, Inc.

4175 New Vision Drive Fort Wayne, Indiana 46845

PH: 260-490-1025

Fax: 260-490-1026 www.eri.consulting

All concepts, ideas, design elements, plans, and details as shown on this document are the sole property of Viridian Architectural Design Inc. and shall not be used for any purpose without prior expressed written consent. The Contracting Officer Representative shall be permitted to retain copies for information and reference.

OF 87

SCALE: 1" = 30'

CIVIL SITE GRADING PLAN - AREA 4 1

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AutoCAD SHX Text 6"

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CIVIL SITE GRADING PLAN - AREA 4

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M:TC:840.04±

M:BC:839.59±

M:TC:838.36±

M:BC:837.89±

R:835.46

TC:839.17

BC:838.67

TC:839.35

BC:838.85

TC:836.50

BC:836.00

M:838.20±

M:840.46±TC:841.59

M:BC:841.59±

TC:841.23

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M:838.31±M:839.81±

R:838.73

839.08

838.96

839.02

TC:839.72

BC:839.22

TC:839.93

BC:839.43

839.02839.36

TC:838.81

BC:838.31

TC:839.35

BC…

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