Plans St Cloud VA Water and Sewer .pdf

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L=

4'

L=361'

L=

4'

L=

1'

L=170'

L=

4'

L=71'

L=460'

L=71'

L=79'

L=234'

L=395'

L=66'

L=105'

L=

2'

L=169'

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L=85'

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L=90'

L=31'

L=6'

L=

7'

L=32'

L=

L=65'

L=136' L=112'

L=46'

L=65'

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

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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 RECORDCONSULTANT

321 4 5 6 7 8 9 10

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 15472

REPLACE WATER AND SEWER

UTILITIES

656-20-138

MULTIPLE

AUGUST 24, 2020

ST. CLOUD, MINNESOTA

IJW JRK

BIDDING DOCUMENTS

8.24.2020

BIDDING DOCUMENTS

Date:

PH: 309.788.0673

FAX: 309.786.5967

www.imegcorp.com

623 26TH AVENUE

ROCK ISLAND, IL 61201

COVER SHEET

APPROVED: PROJECT COR DATE:

APPROVED: DIRECTOR FMS DATE:

APPROVED: GEMS COORDINATOR DATE:

APPROVED: PATIENT SAFETY DATE:

APPROVED: CHIEF OF POLICE DATE:

APPROVED: NURSE EXECUTIVE DATE:

APPROVED: INFECTION CONTROL NURSE DATE:

APPROVED: SAFETY MANAGER DATE:

APPROVED: PROJECT SECTION MANAGER DATE:

APPROVED: HEALTH CARE SYSTEM DIRECTORDATE:

APPROVED: CHIEF OF STAFF DATE:

APPROVED: ASSOCIATE HEALTH CARE SYSTEM DIRECTOR

DATE:

Department of Veterans Affairs

SHEET INDEX

SHEET NUMBER SHEET TITLE

CG-101 COVER SHEET

ST. CLOUD VA HEALTH CARE SYSTEM

ST. CLOUD, MINNESOTA

REPLACE WATER AND SEWER UTILITIES

PROJECT NUMBER: 656-20-138

REDUNDANT WATERMAIN SERVICE INSTALLATION

SEE SHEET CW-100 SERIES

SANITARY SEWER REHABILITATION

SEE SHEET CU-100 SERIES

CG-101

V-100 EXISTING CONDITIONS COVER SHEET

V-101 V-102 V-103 V-104 V-105 V-106 V-107

EXISTING CONDITIONS

EXISTING CONDITIONS

EXISTING CONDITIONS

EXISTING CONDITIONS

EXISTING CONDITIONS

EXISTING CONDITIONS

EXISTING CONDITIONS

CD-102 DEMOLITION PLAN

CD-101 DEMOLITION PLAN

CW-101 WATERMAIN PLAN AND PROFILE STA 0+00 TO 9+00

CW-102

CW-103

CW-104

CW-105

CW-106

CU-100

CU-101

CU-102

WATERMAIN PLAN AND PROFILE STA 9+00 TO 07+50

WATERMAIN PLAN AND PROFILE STA 17+50 TO 25+10

WATERMAIN PLAN AND PROFILE STA 25+10 TO 31+25

WATERMAIN PLAN AND PROFILE STA 31+25 TO 37+48

EXTERIOR WATER VALVE REPLACEMENT SCHEDULE

SANITARY SEWER PLAN - OVERALL

SANITARY SEWER PLAN SHEET

SANITARY SEWER PROFILE SHEET

CU-103 SANITARY SEWER PLAN SHEET

CU-104 SANITARY SEWER PLAN SHEET

CU-105 SANITARY SEWER PROFILE SHEET

CU-107 ADD 6" RPZ'S AT BOOSTER STATION

V-108 EXISTING CONDITIONS

V-109 EXISTING CONDITIONS

CE-102 STORMWATER POLLUTION PREVENTION PLAN 2

CE-101 STORMWATER POLLUTION PREVENTION PLAN 1

DEMOLITION PLANCD-103

Coordinate construction materials and location of fence with COR.

staff and visitors from entering construction site.

Contractor is responsible for erecting a barrier around work site to prevent patients, for watering new sod until project acceptance by the COR.

Sod to be thoroughly saturated with water upon placement. The contractor is responsible rolls of sod. Top soil to be tilled and graded to a smooth matching grade of undamaged lawn.

their business. All damaged lawn will be overcut by 6" or more to accomodate full width will be performed by a landscape contractor that regularly does sodding as part of Contractor is responsible for repairing and replacing any damaged lawn. The restoration

Access to all buildings and parking areas must be maintained throughout the project.

GENERAL CONDITIONS

All dimensions on drawings are approximate; Drawings are not to be scaled. It is the responsibility of the contractor to verify all field conditions and physical dimensions that influence the construction area.

It is recommended that contractors visit the proposed construction site prior to submitting their bids and they are encouraged to do so.

Contractor shall adhere strictly to State and Federal Occupational Safety and Health Administration ( OSHA ) Standards.

Contractor shall park only in the designated parking areas and are not to park on the lawn areas; the only exception is to load or unload supplies or equipment.

Contractor is responsible for the safeguarding of their tools and equipment. All tools and equipment are not to be left unattended and are to be secured at all times when the contractor is not present, or the construction site is not supervised by the contractor.

All VA property is to be safeguarded from damage. Any damaged VA property is to be restored to original condition prior to damage or replaced completely. This includes installation, labor, and procurement expenses.

All demolished material becomes the property and the responsibility of the contractor with the exception of specified items designated either in the plans or verbally requested by the COR to be retained by the VA.

Offsite disposal of the demolished items is the responsibility of the contractor.

Clean all debris from construction site to the satisfaction of the COR.

Contractors are to coordinate all work with the Contracting Officers Representative.

(C.O.R.)

CJ-501 CIVIL DETAILS

CU-106 SANITARY SEWER PLAN SHEET PUMPING STATION

V-110 EXISTING CONDITIONS

V-100

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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A

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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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 15472

REPLACE WATER AND SEWER

UTILITIES

656-20-138

MULTIPLE

JUNE 15, 2020

ST. CLOUD, MINNESOTA

DG CP

CD SUBMISSION

Date:

6.15.2020 CONSTRUCTION DOCUMENTS

PH: 309.788.0673

FAX: 309.786.5967

www.imegcorp.com

623 26TH AVENUE

ROCK ISLAND, IL 61201

1. VISIBLE AND MARKED UTILITIES HAVE BEEN FIELD LOCATED AND ARE

REPRESENTED USING STANDARD BLACK LINES. OTHER UTILITIES FROM CAD

FILES MADE AVAILABLE BY THE VA ARE REPRESENTED USING GRAY LINES AND

HAVE NOT BEEN FIELD VERIFIED.

2. THE LOCATION AND EXTENT OF UNDERGROUND UTILITIES, IF SHOWN, ARE

BASED UPON ABOVE GROUND EVIDENCE, A PRIVATE UTILITY LOCATE, LOCATES

PROVIDED BY GROUND PENETRATIONG RADAR SYSTEMS, LLC AND UTILITY

DRAWINGS PROVIDED BY THE VA. 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. VERIFICATION OF THE EXISTENCE

AND LOCATION OF ALL UTILITIES SHOULD BE OBTAINED FROM THE UTILITY

OWNERS PRIOR TO ANY PLANNING OR DESIGN. THE LOCATION OF THE

UTILITIES SHALL BE CONFIRMED PRIOR TO ANY DEMOLITION OR

CONSTRUCTION.

3. CONTRACTOR(S) SHALL VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO

PERFORMING ANY ACTIVITIES AND/OR OPERATIONS.

NOTES:

V-101

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

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6/

/2

3:

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1:

A

M

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 15472

REPLACE WATER AND SEWER

UTILITIES

656-20-138

MULTIPLE

JUNE 15, 2020

ST. CLOUD, MINNESOTA

DG CP

CD SUBMISSION

Date:

6.15.2020 CONSTRUCTION DOCUMENTS

PH: 309.788.0673

FAX: 309.786.5967

www.imegcorp.com

623 26TH AVENUE

NONE

FILES MADE AVAILABLE BY THE VA ARE REPRESENTED USING GRAY LINES AND

HAVE NOT BEEN FIELD VERIFIED.

2. THE LOCATION AND EXTENT OF UNDERGROUND UTILITIES, IF SHOWN, ARE

BASED UPON ABOVE GROUND EVIDENCE, A PRIVATE UTILITY LOCATE, LOCATES

PROVIDED BY GROUND PENETRATIONG RADAR SYSTEMS, LLC AND UTILITY

DRAWINGS PROVIDED BY THE VA. 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. VERIFICATION OF THE EXISTENCE

AND LOCATION OF ALL UTILITIES SHOULD BE OBTAINED FROM THE UTILITY

OWNERS PRIOR TO ANY PLANNING OR DESIGN. THE LOCATION OF THE

UTILITIES SHALL BE CONFIRMED PRIOR TO ANY DEMOLITION OR

CONSTRUCTION.

3. CONTRACTOR(S) SHALL VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO

PERFORMING ANY ACTIVITIES AND/OR OPERATIONS.

NOTES:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

:\1

\1 va st

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dw cp et er so d:

6/

/2

:3 lo t:8

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2:

P

M

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 15472

REPLACE WATER AND SEWER

UTILITIES

656-20-138

MULTIPLE

JUNE 15, 2020

ST. CLOUD, MINNESOTA

DG CP

CD SUBMISSION

Date:

6.15.2020 CONSTRUCTION DOCUMENTS

PH: 309.788.0673

FAX: 309.786.5967

www.imegcorp.com

623 26TH AVENUE

ROCK ISLAND, IL 61201

V-102

FILES MADE AVAILABLE BY THE VA ARE REPRESENTED USING GRAY LINES AND

HAVE NOT BEEN FIELD VERIFIED.

2. THE LOCATION AND EXTENT OF UNDERGROUND UTILITIES, IF SHOWN, ARE

BASED UPON ABOVE GROUND EVIDENCE, A PRIVATE UTILITY LOCATE, LOCATES

PROVIDED BY GROUND PENETRATIONG RADAR SYSTEMS, LLC AND UTILITY

DRAWINGS PROVIDED BY THE VA. 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. VERIFICATION OF THE EXISTENCE

AND LOCATION OF ALL UTILITIES SHOULD BE OBTAINED FROM THE UTILITY

OWNERS PRIOR TO ANY PLANNING OR DESIGN. THE LOCATION OF THE

UTILITIES SHALL BE CONFIRMED PRIOR TO ANY DEMOLITION OR

CONSTRUCTION.

3. CONTRACTOR(S) SHALL VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO

PERFORMING ANY ACTIVITIES AND/OR OPERATIONS.

NOTES:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

:\1

\1 va st

. c lo ud v am c

- r ep la ce w at er a nd s ew er u til iti es s ur ve y\

_0 ca d fil es s he et s\ v-

3_ ex is tin g co nd iti on s.

dw cp et er so d:

6/

/2

:3 lo t:8

/2 1/

2:

P

M

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 15472

REPLACE WATER AND SEWER

UTILITIES

656-20-138

MULTIPLE

JUNE 15, 2020

ST. CLOUD, MINNESOTA

DG CP

CD SUBMISSION

Date:

6.15.2020 CONSTRUCTION DOCUMENTS

PH: 309.788.0673

FAX: 309.786.5967

www.imegcorp.com

623 26TH AVENUE

ROCK ISLAND, IL 61201

V-103

FILES MADE AVAILABLE BY THE VA ARE REPRESENTED USING GRAY LINES AND

HAVE NOT BEEN FIELD VERIFIED.

2. THE LOCATION AND EXTENT OF UNDERGROUND UTILITIES, IF SHOWN, ARE

BASED UPON ABOVE GROUND EVIDENCE, A PRIVATE UTILITY LOCATE, LOCATES

PROVIDED BY GROUND PENETRATIONG RADAR SYSTEMS, LLC AND UTILITY

DRAWINGS PROVIDED BY THE VA. 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. VERIFICATION OF THE EXISTENCE

AND LOCATION OF ALL UTILITIES SHOULD BE OBTAINED FROM THE UTILITY

OWNERS PRIOR TO ANY PLANNING OR DESIGN. THE LOCATION OF THE

UTILITIES SHALL BE CONFIRMED PRIOR TO ANY DEMOLITION OR

CONSTRUCTION.

3. CONTRACTOR(S) SHALL VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO

PERFORMING ANY ACTIVITIES AND/OR OPERATIONS.

NOTES:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

:\1

\1 va st

. c lo ud v am c

- r ep la ce w at er a nd s ew er u til iti es s ur ve y\

_0 ca d fil es s he et s\ v-

4_ ex is tin g co nd iti on s.

dw cp et er so d:

6/

/2

:4 lo t:8

/2 1/

2:

P

M

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 15472

REPLACE WATER AND SEWER

UTILITIES

656-20-138

MULTIPLE

JUNE 15, 2020

ST. CLOUD, MINNESOTA

DG CP

CD SUBMISSION

Date:

6.15.2020 CONSTRUCTION DOCUMENTS

PH: 309.788.0673

FAX: 309.786.5967

www.imegcorp.com

623 26TH AVENUE

V-104

FILES MADE AVAILABLE BY THE VA ARE REPRESENTED USING GRAY LINES AND

HAVE NOT BEEN FIELD VERIFIED.

2. THE LOCATION AND EXTENT OF UNDERGROUND UTILITIES, IF SHOWN, ARE

BASED UPON ABOVE GROUND EVIDENCE, A PRIVATE UTILITY LOCATE, LOCATES

PROVIDED BY GROUND PENETRATIONG RADAR SYSTEMS, LLC AND UTILITY

DRAWINGS PROVIDED BY THE VA. 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. VERIFICATION OF THE EXISTENCE

AND LOCATION OF ALL UTILITIES SHOULD BE OBTAINED FROM THE UTILITY

OWNERS PRIOR TO ANY PLANNING OR DESIGN. THE LOCATION OF THE

UTILITIES SHALL BE CONFIRMED PRIOR TO ANY DEMOLITION OR

CONSTRUCTION.

3. CONTRACTOR(S) SHALL VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO

PERFORMING ANY ACTIVITIES AND/OR OPERATIONS.

NOTES:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

:\1

\1 va st

. c lo ud v am c

- r ep la ce w at er a nd s ew er u til iti es s ur ve y\

_0 ca d fil es s he et s\ v-

5_ ex is tin g co nd iti on s.

dw cp et er so d:

6/

/2

:4 lo t:8

/2 1/

2:

P

M

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 15472

REPLACE WATER AND SEWER

UTILITIES

656-20-138

MULTIPLE

JUNE 15, 2020

ST. CLOUD, MINNESOTA

DG CP

CD SUBMISSION

Date:

6.15.2020 CONSTRUCTION DOCUMENTS

PH: 309.788.0673

FAX: 309.786.5967

www.imegcorp.com

623 26TH AVENUE

V-105

FILES MADE AVAILABLE BY THE VA ARE REPRESENTED USING GRAY LINES AND

HAVE NOT BEEN FIELD VERIFIED.

2. THE LOCATION AND EXTENT OF UNDERGROUND UTILITIES, IF SHOWN, ARE

BASED UPON ABOVE GROUND EVIDENCE, A PRIVATE UTILITY LOCATE, LOCATES

PROVIDED BY GROUND PENETRATIONG RADAR SYSTEMS, LLC AND UTILITY

DRAWINGS PROVIDED BY THE VA. 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. VERIFICATION OF THE EXISTENCE

AND LOCATION OF ALL UTILITIES SHOULD BE OBTAINED FROM THE UTILITY

OWNERS PRIOR TO ANY PLANNING OR DESIGN. THE LOCATION OF THE

UTILITIES SHALL BE CONFIRMED PRIOR TO ANY DEMOLITION OR

CONSTRUCTION.

3. CONTRACTOR(S) SHALL VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO

PERFORMING ANY ACTIVITIES AND/OR OPERATIONS.

NOTES:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

:\1

\1 va st

. c lo ud v am c

- r ep la ce w at er a nd s ew er u til iti es s ur ve y\

_0 ca d fil es s he et s\ v-

6_ ex is tin g co nd iti on s.

dw cp et er so d:

6/

/2

:5 lo t:8

/2 1/

2:

P

M

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 15472

REPLACE WATER AND SEWER

UTILITIES

656-20-138

MULTIPLE

JUNE 15, 2020

ST. CLOUD, MINNESOTA

DG CP

CD SUBMISSION

Date:

6.15.2020 CONSTRUCTION DOCUMENTS

PH: 309.788.0673

FAX: 309.786.5967

www.imegcorp.com

623 26TH AVENUE

V-106

FILES MADE AVAILABLE BY THE VA ARE REPRESENTED USING GRAY LINES AND

HAVE NOT BEEN FIELD VERIFIED.

2. THE LOCATION AND EXTENT OF UNDERGROUND UTILITIES, IF SHOWN, ARE

BASED UPON ABOVE GROUND EVIDENCE, A PRIVATE UTILITY LOCATE, LOCATES

PROVIDED BY GROUND PENETRATIONG RADAR SYSTEMS, LLC AND UTILITY

DRAWINGS PROVIDED BY THE VA. 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. VERIFICATION OF THE EXISTENCE

AND LOCATION OF ALL UTILITIES SHOULD BE OBTAINED FROM THE UTILITY

OWNERS PRIOR TO ANY PLANNING OR DESIGN. THE LOCATION OF THE

UTILITIES SHALL BE CONFIRMED PRIOR TO ANY DEMOLITION OR

CONSTRUCTION.

3. CONTRACTOR(S) SHALL VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO

PERFORMING ANY ACTIVITIES AND/OR OPERATIONS.

NOTES:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

:\1

\1 va st

. c lo ud v am c

- r ep la ce w at er a nd s ew er u til iti es s ur ve y\

_0 ca d fil es s he et s\ v-

7_ ex is tin g co nd iti on s.

dw cp et er so d:

6/

/2

1:

lo t:8

/2 1/

2:

P

M

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 15472

REPLACE WATER AND SEWER

UTILITIES

656-20-138

MULTIPLE

JUNE 15, 2020

ST. CLOUD, MINNESOTA

DG CP

CD SUBMISSION

Date:

6.15.2020 CONSTRUCTION DOCUMENTS

PH: 309.788.0673

FAX: 309.786.5967

www.imegcorp.com

623 26TH AVENUE

V-107

FILES MADE AVAILABLE BY THE VA ARE REPRESENTED USING GRAY LINES AND

HAVE NOT BEEN FIELD VERIFIED.

2. THE LOCATION AND EXTENT OF UNDERGROUND UTILITIES, IF SHOWN, ARE

BASED UPON ABOVE GROUND EVIDENCE, A PRIVATE UTILITY LOCATE, LOCATES

PROVIDED BY GROUND PENETRATIONG RADAR SYSTEMS, LLC AND UTILITY

DRAWINGS PROVIDED BY THE VA. 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. VERIFICATION OF THE EXISTENCE

AND LOCATION OF ALL UTILITIES SHOULD BE OBTAINED FROM THE UTILITY

OWNERS PRIOR TO ANY PLANNING OR DESIGN. THE LOCATION OF THE

UTILITIES SHALL BE CONFIRMED PRIOR TO ANY DEMOLITION OR

CONSTRUCTION.

3. CONTRACTOR(S) SHALL VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO

PERFORMING ANY ACTIVITIES AND/OR OPERATIONS.

NOTES:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

:\1

\1 va st

. c lo ud v am c

- r ep la ce w at er a nd s ew er u til iti es s ur ve y\

_0 ca d fil es s he et s\ v-

8_ ex is tin g co nd iti on s.

dw cp et er so d:

6/

/2

1:

lo t:8

/2 1/

2:

P

M

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 15472

REPLACE WATER AND SEWER

UTILITIES

656-20-138

MULTIPLE

JUNE 15, 2020

ST. CLOUD, MINNESOTA

DG CP

CD SUBMISSION

Date:

6.15.2020 CONSTRUCTION DOCUMENTS

PH: 309.788.0673

FAX: 309.786.5967

www.imegcorp.com

623 26TH AVENUE

ROCK ISLAND, IL 61201

V-108

FILES MADE AVAILABLE BY THE VA ARE REPRESENTED USING GRAY LINES AND

HAVE NOT BEEN FIELD VERIFIED.

2. THE LOCATION AND EXTENT OF UNDERGROUND UTILITIES, IF SHOWN, ARE

BASED UPON ABOVE GROUND EVIDENCE, A PRIVATE UTILITY LOCATE, LOCATES

PROVIDED BY GROUND PENETRATIONG RADAR SYSTEMS, LLC AND UTILITY

DRAWINGS PROVIDED BY THE VA. 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. VERIFICATION OF THE EXISTENCE

AND LOCATION OF ALL UTILITIES SHOULD BE OBTAINED FROM THE UTILITY

OWNERS PRIOR TO ANY PLANNING OR DESIGN. THE LOCATION OF THE

UTILITIES SHALL BE CONFIRMED PRIOR TO ANY DEMOLITION OR

CONSTRUCTION.

3. CONTRACTOR(S) SHALL VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO

PERFORMING ANY ACTIVITIES AND/OR OPERATIONS.

NOTES:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

:\1

\1 va st

. c lo ud v am c

- r ep la ce w at er a nd s ew er u til iti es s ur ve y\

_0 ca d fil es s he et s\ v-

9_ ex is tin g co nd iti on s.

dw cp et er so d:

6/

/2

1:

lo t:8

/2 1/

2:

P

M

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 15472

REPLACE WATER AND SEWER

UTILITIES

656-20-138

MULTIPLE

JUNE 15, 2020

ST. CLOUD, MINNESOTA

DG CP

CD SUBMISSION

Date:

6.15.2020 CONSTRUCTION DOCUMENTS

PH: 309.788.0673

FAX: 309.786.5967

www.imegcorp.com

623 26TH AVENUE

ROCK ISLAND, IL 61201

V-109

FILES MADE AVAILABLE BY THE VA ARE REPRESENTED USING GRAY LINES AND

HAVE NOT BEEN FIELD VERIFIED.

2. THE LOCATION AND EXTENT OF UNDERGROUND UTILITIES, IF SHOWN, ARE

BASED UPON ABOVE GROUND EVIDENCE, A PRIVATE UTILITY LOCATE, LOCATES

PROVIDED BY GROUND PENETRATIONG RADAR SYSTEMS, LLC AND UTILITY

DRAWINGS PROVIDED BY THE VA. 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. VERIFICATION OF THE EXISTENCE

AND LOCATION OF ALL UTILITIES SHOULD BE OBTAINED FROM THE UTILITY

OWNERS PRIOR TO ANY PLANNING OR DESIGN. THE LOCATION OF THE

UTILITIES SHALL BE CONFIRMED PRIOR TO ANY DEMOLITION OR

CONSTRUCTION.

3. CONTRACTOR(S) SHALL VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO

PERFORMING ANY ACTIVITIES AND/OR OPERATIONS.

NOTES:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

:\1

\1 va st

. c lo ud v am c

- r ep la ce w at er a nd s ew er u til iti es s ur ve y\

_0 ca d fil es s he et s\ v-

0_ ex is tin g co nd iti on s.

dw jle m ire av ed

:7 /2

4/

0:

A lo t:8 /2

1/

2:

P M

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 15472

REPLACE WATER AND SEWER

UTILITIES

656-20-138

MULTIPLE

JUNE 15, 2020

ST. CLOUD, MINNESOTA

DG CP

CD SUBMISSION

Date:

6.15.2020 CONSTRUCTION DOCUMENTS

PH: 309.788.0673

FAX: 309.786.5967

www.imegcorp.com

623 26TH AVENUE

ROCK ISLAND, IL 61201

V-110

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h:

y:

\1

\1 va st

. c lo ud v am c

- r ep la ce w at er a nd s ew er u til iti es c iv il\ _0 ca d fil es s he et s\

2_ c_ de m o.

dw e di t:e fra nc is s av ed

:1/

/2

2:

P

M p lo t:2 /1

5/

:0

PM

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

13605 1st Ave. N. #100 Pl ymout h, MN 55441 P 763.412.4000 | F 763.412.4090 | ae-mn.com Anderson Engineering of Minnesota, LLC | Proj # 15472

REPLACE WATER AND SEWER

UTILITIES

656-20-138

MULTIPLE

AUGUST 24, 2020

ST. CLOUD, MINNESOTA

IJW JRK

BIDDING DOCUMENTS

8.24.2020

BIDDING DOCUMENTS

Date:

PH: 309.788.0673

FAX: 309.786.5967

www.imegcorp.com

623 26TH AVENUE

ROCK ISLAND, IL 61201

PRINT NAME:

SIGNATURE:

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS

PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A

DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE

STATE OF MINNESOTA.

DATE LICENSE #

Stamp

IAN J. WEBER, PE

JULY 24, 2020 55502

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

EXISTING WATERMAIN

EXISTING SANITARY SEWER

EXISTING STORM SEWER

EXISTING FENCE

EXISTING GAS MAIN

EXISTING OVERHEAD WIRES

EXISTING TELEPHONE

EXISTING UNDERGROUND

ELECTRIC

EXISTING HYDRANT AND GV

EXISTING SANITARY MANHOLE

EXISTING STORM SEWER INLET

REMOVE TREE

MATCH LINE A

MATCH LINE A

MATCH LINE B

MATCH LINE B

MATCH LINE C

REMOVE EXISTING

10" PINE

PROTECT ALL EXISTING

UTILITIES TO REMAIN (TYP.)

PROTECT ALL EXISTING TREES UNLESS

SHOWN TO BE REMOVED. INSTALL TREE

PROTECTION PER DETAIL 7/CJ-501 FOR ALL

TREES ADJACENT TO WATERMAIN TRENCH

PROTECT EXISTING

UTILITIES TO REMAIN

PROTECT ALL EXISTING TREES UNLESS

SHOWN TO BE REMOVED. INSTALL TREE

PROTECTION PER DETAIL 7/CJ-501 FOR ALL

TREES ADJACENT TO WATERMAIN TRENCH

PROTECT SANITARY

FORCEMAIN TO REMAIN

REMOVE EXISTING

TREE (TYP.)

PROTECT ALL EXISTING TREES UNLESS

SHOWN TO BE REMOVED. INSTALL TREE

PROTECTION PER DETAIL 7/CJ-501 FOR ALL

TREES ADJACENT TO WATERMAIN TRENCH

GENERAL DEMOLITION & CONSTRUCTION NOTES

1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL PROVIDE A PRE-CONSTRUCTION CONDITION REPORT OF ALL

ACCESS ROUTES AND ROADS AND HAVE IT APPROVED BY THE CONTRACTING OFFICER'S REPRESENTATIVE (COR).

2. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS AND DISPOSAL CERTIFICATIONS. CONTRACTOR RESPONSIBLE FOR OBTAINING ALL NECESSARY CONSTRUCTION PERMITS TO CARRY OUT ENTIRE PROJECT.

PERMITS SHALL BE IN PLACE PRIOR TO ANY CONSTRUCTION ACTIVITIES. NOTIFY APPROPRIATE UTILITY COMPANY OF ANY AND ALL PROPOSED WORK AFFECTING OFFSITE PRIVATE UTILITIES, THE CITY FOR WORK AFFECTING THE CITY'S WATERMAIN, AND THE COR FOR WORK WITH THE POTENTIAL TO DISRUPT CAMPUS UTILITIES.

3. THE CONTRACTOR SHALL AVOID DAMAGE TO EXISTING SITE ELEMENTS THAT ARE TO REMAIN, INCLUDING BUT NOT LIMITED TO: CURB & GUTTER, TREES, UTILITIES AND OTHER FACILITY FEATURES. CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR AND/OR REPLACE ANY SITE ELEMENT TO REMAIN THAT IS DAMAGED BY CONSTRUCTION ACTIVITIES AT NO ADDITIONAL COST TO OWNER. CONTRACTOR SHALL NOT DISTURB EXISTING SITE OUTSIDE OF

FENCED OR WORK ZONE AREAS UNLESS OTHERWISE NOTED ON PLANS.

4. UTILITY INFORMATION IS BASED ON A SURVEY PERFORMED BY ANDERSON ENGINEERING DATED APRIL 2020 AND INFORMATION SUPPLIED BY THE VA. CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITIES AS NECESSARY TO COMPLETE WORK. THE ST. CLOUD HEALTH CARE SYSTEM WILL MARK PRIVATE UTILITIES IN THE WORK AREA AT THE CONTRACTOR'S REQUEST. CAMPUS STAFF SHALL BE GIVEN ADVANCE NOTICE OF ANY REQUEST FOR PRIVATE UTILITY LOCATION AS DESCRIBED WITHIN THE GENERAL CONDITIONS. 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.

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

6. INSTALL EROSION CONTROL FENCE PER DETAIL 5/CJ-501 PRIOR TO THE COMMENCEMENT OF WORK.

7. INSTALL CONSTRUCTION FENCE PER SPECIFICATION SECTION 01 00 00 - GENERAL REQUIREMENTS.

8. TREE REMOVAL SHALL INCLUDE CUTTING, DISPOSAL AND STUMP/ROOT REMOVAL TO A DEPTH OF 2 FT BELOW

FINISHED GRADE.

9. EXCEPT AS NOTED, ALL AREAS WITHIN CONSTRUCTION LIMITS SHALL BE CLEARED AND GRUBBED PER PLANS AND

SPECIFICATIONS.

10.TREES TO BE SAVED SHALL BE PROTECTED WITH ORANGE CONSTRUCTION FENCE AS PART OF EROSION CONTROL

FENCE CONSTRUCTION LIMITS.

11.CONTRACTOR TO CONTAIN ALL EQUIPMENT/TRUCKS AND VEHICLES TO CONSTRUCTION ZONE.

12.CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING IRRIGATION EQUIPMENT INCLUDING BUT NOT LIMITED TO EQUIPMENT PRESENT WITHIN THE LAWNS SOUTH OF BUILDINGS 2 AND 28. ANY EXISTING IRRIGATION EQUIPMENT INCLUDING, BUT NOT LIMITED TO, HEADS, VALVES, WIRES, PIPES AND FITTINGS THAT ARE DISTURBED DURING CONSTRUCTION WILL BE REPLACED AT THE CONTRACTOR'S EXPENSE WITH MATCHING EQUIPMENT. PRIOR TO CONSTRUCTION, LOCATE THE EXISTING IRRIGATION EQUIPMENT AND PIPE IN THE CONSTRUCTION AREA AND MARK LOCATIONS, USING MARKING SPRAY PAINT FOR PIPE AND WIRE STAKE FLAGS FOR HEADS AND VALVE BOXES.

DEMOLITION PLAN

CD-101

N

0 40' 80'

REMOVE AND REPLACE PAVEMENT IN KIND AS NECESSARY FOR CONNECTION

TO 8TH STREET WATERMAIN. CONTRACTOR TO COORDINATE WITH LOCAL

UTILITY PROVIDER FOR WORK OCCURRING WITHIN THE CITY RIGHT OF WAY,

AND FOR SERVICE AND METER INSTALLATION.

PROTECT ALL EXISTING

UTILITIES TO REMAIN (TYP.)

PROTECT ALL EXISTING

UTILITIES TO REMAIN (TYP.)

REMOVE EXISTING

TREE (TYP.)

REMOVE EXISTING

TREE (TYP.)

WORK WITHIN THE COUNTY RIGHT OF WAY

1. CONTRACTOR SHALL EXCAVATE AND REMOVE AND REPLACE ASPHALT PAVEMENT AS

NECESSARY FOR THE WATERMAIN INSTALLATION.

2. CONTRACTOR SHALL PREPARE A TRAFFIC CONTROL PLAN FOR WORK ON VETERAN'S

DRIVE FOR REVIEW BY STERNS COUNTY PUBLIC WORKS.

3. CONTRACTOR SHALL OBTAIN A UTILITY PERMIT WITH STEARNS COUNTY PUBLIC WORKS

FOR THE PERFORMANCE OF THIS WORK. PERMIT FEE ($500) AND BOND ($1,500) SHALL

BE PAID BY THE CONTRACTOR.

4. CONTRACTOR SHALL OBTAIN A UTILITY CONNECTION PERMIT WITH THE CITY OF ST.

CLOUD FOR CONNECTION TO THE CITY WATERMAIN. THE PERMIT AND TAPPING FEES

SHALL BE PAID BY THE CONTRACTOR.

5. CONTRACTOR SHALL REPLACE ALL ASPHALT AND BASE MATERIALS REMOVED FOR

WATERMAIN INSTALLATION IN KIND. CONTRACTOR TO COORDINATE REPAIRS TO

VETERAN'S DRIVE WITH STEARNS COUNTY PUBLIC WORKS.

CONNECTION TO CITY WATERMAIN

1. INSTALL 18" SLEEVE WITH 8" TEE ON EXISTING 18" WATERMAIN AT THE POINT OF

CONNECTION.

2. COORDINATE WITH THE CITY OF ST CLOUD PUBLIC UTILITIES FOR THE TEMPORARY

PUBLIC WATERMAIN SHUTDOWN, AND REQUIRED UTILITY CONNECTION FEES AND

PERMITS.

3. ALL UTILITIES INSTALLED WITHIN THE PUBLIC RIGHT OF WAY SHALL MEET THE

STANDARDS AND SPECIFICATIONS OF THE CITY OF ST. CLOUD (CITY ENGINEERS

ASSOCIATION OF MINNESOTA 2015 EDITION, AND CITY OF ST CLOUD SUPPLEMENTAL

SPECIFICATIONS FOR TRENCH EXCAVATION NO. 2600, WATERMAIN NO. 2611, AND

SANITARY SEWER NO. 2621).

4. CONTRACTOR SHALL INCLUDE THE CITY OF ST CLOUD PUBLIC WORKS STAFF AT

PRECONSTRUCTION MEETING, AND AT PROGRESS MEETINGS WHEN WORK WITHIN THE

PUBLIC RIGHT OF WAY IS ANTICIPATED TO BE DISCUSSED.

0+

0+

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h:

y:

\1

\1 va st

. c lo ud v am c

- r ep la ce w at er a nd s ew er u til iti es c iv il\ _0 ca d fil es s he et s\

2_ c_ de m o.

di t:e fra nc is s av ed

:1/

/2

2:

P

M p lo t:2 /1

5/

:0

PM

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

13605 1st Ave. N. #100 Pl ymout h, MN 55441 P 763.412.4000 | F 763.412.4090 | ae-mn.com Anderson Engineering of Minnesota, LLC | Proj # 15472

REPLACE WATER AND SEWER

UTILITIES

656-20-138

MULTIPLE

AUGUST 24, 2020

ST. CLOUD, MINNESOTA

IJW JRK

BIDDING DOCUMENTS

8.24.2020

BIDDING DOCUMENTS

Date:

PH: 309.788.0673

FAX: 309.786.5967

www.imegcorp.com

623 26TH AVENUE

ROCK ISLAND, IL 61201

PRINT NAME:

SIGNATURE:

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS

PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A

DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE

STATE OF MINNESOTA.

DATE LICENSE #

Stamp

IAN J. WEBER, PE

JULY 24, 2020 55502

MATCH LINE C

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

EXISTING WATERMAIN

EXISTING SANITARY SEWER

EXISTING STORM SEWER

EXISTING FENCE

EXISTING GAS MAIN

EXISTING OVERHEAD WIRES

EXISTING TELEPHONE

EXISTING UNDERGROUND

ELECTRIC

GENERAL DEMOLITION & CONSTRUCTION NOTES

1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL PROVIDE A PRE-CONSTRUCTION CONDITION REPORT OF ALL ACCESS ROUTES AND ROADS AND HAVE IT APPROVED BY THE CONTRACTING

OFFICER'S REPRESENTATIVE (COR).

2. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS AND DISPOSAL CERTIFICATIONS. CONTRACTOR RESPONSIBLE FOR OBTAINING ALL NECESSARY CONSTRUCTION PERMITS TO CARRY OUT ENTIRE PROJECT. PERMITS SHALL BE IN PLACE PRIOR TO ANY CONSTRUCTION ACTIVITIES. NOTIFY APPROPRIATE UTILITY COMPANY OF ANY AND ALL PROPOSED WORK AFFECTING OFFSITE PRIVATE UTILITIES, THE CITY FOR WORK AFFECTING THE CITY'S WATERMAIN, AND THE COR FOR WORK WITH THE POTENTIAL TO DISRUPT CAMPUS UTILITIES.

3. THE CONTRACTOR SHALL AVOID DAMAGE TO EXISTING SITE ELEMENTS THAT ARE TO REMAIN, INCLUDING BUT NOT LIMITED TO: CURB & GUTTER, TREES, UTILITIES AND OTHER FACILITY FEATURES. CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR AND/OR REPLACE ANY SITE ELEMENT TO REMAIN THAT IS DAMAGED BY CONSTRUCTION ACTIVITIES AT NO ADDITIONAL COST TO OWNER. CONTRACTOR SHALL NOT DISTURB EXISTING SITE OUTSIDE OF FENCED OR WORK ZONE AREAS UNLESS OTHERWISE NOTED ON PLANS.

4. UTILITY INFORMATION IS BASED ON A SURVEY PERFORMED BY ANDERSON ENGINEERING DATED APRIL 2020 AND INFORMATION SUPPLIED BY THE VA. CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITIES AS NECESSARY TO COMPLETE WORK. THE ST. CLOUD HEALTH CARE SYSTEM WILL MARK PRIVATE UTILITIES IN THE WORK AREA AT THE CONTRACTOR'S REQUEST.

CAMPUS STAFF SHALL BE GIVEN ADVANCE NOTICE OF ANY REQUEST FOR PRIVATE UTILITY LOCATION AS DESCRIBED WITHIN THE GENERAL CONDITIONS. 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.

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

6. INSTALL EROSION CONTROL FENCE PER DETAIL 5/CJ-501 PRIOR TO THE COMMENCEMENT OF WORK.

7. INSTALL CONSTRUCTION FENCE PER SPECIFICATION SECTION 01 00 00 - GENERAL REQUIREMENTS.

8. TREE REMOVAL SHALL INCLUDE CUTTING, DISPOSAL AND STUMP/ROOT REMOVAL TO A DEPTH OF 2 FT BELOW FINISHED GRADE.

9. EXCEPT AS NOTED, ALL AREAS WITHIN CONSTRUCTION LIMITS SHALL BE CLEARED AND GRUBBED PER PLANS AND SPECIFICATIONS.

10.TREES TO BE SAVED SHALL BE PROTECTED WITH ORANGE CONSTRUCTION FENCE AS PART OF EROSION CONTROL FENCE CONSTRUCTION LIMITS.

11.CONTRACTOR TO CONTAIN ALL EQUIPMENT/TRUCKS AND VEHICLES TO CONSTRUCTION ZONE.

12.CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING IRRIGATION EQUIPMENT INCLUDING BUT NOT LIMITED TO EQUIPMENT PRESENT WITHIN THE LAWNS SOUTH OF BUILDINGS 2 AND 28.

ANY EXISTING IRRIGATION EQUIPMENT INCLUDING, BUT NOT LIMITED TO, HEADS, VALVES, WIRES, PIPES AND FITTINGS THAT ARE DISTURBED DURING CONSTRUCTION WILL BE REPLACED AT THE CONTRACTOR'S EXPENSE WITH MATCHING EQUIPMENT. PRIOR TO CONSTRUCTION, LOCATE THE EXISTING IRRIGATION EQUIPMENT AND PIPE IN THE CONSTRUCTION AREA AND MARK LOCATIONS, USING MARKING SPRAY PAINT FOR PIPE AND WIRE STAKE FLAGS FOR HEADS AND VALVE BOXES.

REMOVE EXISTING

TREE (TYP.)

REMOVE AND REPLACE EXISTING

SIDEWALK TO NEAREST

EXISTING JOINT AS NECESSARY FOR

WATERMAIN INSTALLATION.

SAWCUT AT REMOVAL LIMITS.

ADD ALTERNATE 2

REMOVE AND REPLACE EXISTING

ASPHALT PAVEMENT PER 10/CJ-501 AS

NECESSARY FOR WATERMAIN INSTALLATION.

SAWCUT AT REMOVAL LIMITS.

REMOVE AND REPLACE EXISTING

ASPHALT PAVEMENT PER 10/CJ-501 AS

NECESSARY FOR WATERMAIN INSTALLATION.

SAWCUT AT REMOVAL LIMITS.

PROTECT EXISTING

UTILITIES TO REMAIN (TYP.)

ADD ALTERNATE 2

REMOVE EXISTING 8" DIP WATERMAIN AND

VALVE TO NEW POINT OF CONNECTION.

PROTECT EXISTING UTILITIES AND

ADJACENT WATER SERVICES.

DEMOLITION PLAN

CD-102

EXISTING HYDRANT AND GV

EXISTING SANITARY MANHOLE

EXISTING STORM SEWER INLET

REMOVE EXISTING UTILITY LINE

REMOVE EXISTING BUILDING

STRUCTURE

REMOVE EXISTING ASPHALT

PAVEMENT

REMOVE EXISTING CONCRETE

PAVEMENT

REMOVE EXISTING CONCRETE

C&G

REMOVE TREE

N

0 40' 80'

REMOVE EXISTING

LILAC HEDGEROW AS NECESSARY FOR

WATERMAIN INSTALLATION. REPLACE

LILAC'S REMOVED IN KIND - MISS KIM

LILAC BALLED AND BURLAPPED 6'-8'.

REMOVE AND REPLACE EXISTING

SIDEWALK TO NEAREST

EXISTING JOINT AS NECESSARY

FOR WATERMAIN INSTALLATION.

SAWCUT AT REMOVAL LIMITS.

SIDEWALK AND PAVEMENT RECONSTRUCTION NOTES

1. REMOVE PAVEMENTS FOR SIDEWALKS, CUL-DE-SAC ACCESS, AND PARKING LOTS DURING OFF HOURS.

PROVIDE TEMPORARY GRAVEL WALKING/DRIVING SURFACE AT REMOVED PAVEMENT LOCATION BY FOLLOWING

BUSINESS DAY.

2. GRAVEL WALK/DRIVING SURFACE SHALL BE FIRM, AND CAPABLE OF SUPPORTING TRAFFIC LOADING WHERE

VEHICULAR TRAFFIC IS ANTICIPATED.

3. GRAVEL WALK/DRIVE SHALL SMOOTHLY TRANSITION TO ADJACENT EXISTING PAVEMENTS TO REMAIN.

4. CONTRACTOR SHALL MAINTAIN GRAVEL SURFACE UNTIL REPLACED BY PAVEMENT.

5. CONTRACTOR TO REPLACE ALL TEMPORARY GRAVEL SURFACES WITH FINAL PAVEMENT AS SOON AS

PRACTICAL, BUT NO LATER THAN TWO WEEKS WITHOUT PRIOR APPROVAL FROM THE COR.

DEDUCT

DEDUCT

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h:

y:

\1

\1 va st

. c lo ud v am c

- r ep la ce w at er a nd s ew er u til iti es c iv il\ _0 ca d fil es s he et s\

2_ c_ de m o.

di t:e fra nc is s av ed

:1/

/2

2:

P

M p lo t:2 /1

5/

:0

PM

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

13605 1st Ave. N. #100 Pl ymout h, MN 55441 P 763.412.4000 | F 763.412.4090 | ae-mn.com Anderson Engineering of Minnesota, LLC | Proj # 15472

REPLACE WATER AND SEWER

UTILITIES

656-20-138

MULTIPLE

AUGUST 24, 2020

ST. CLOUD, MINNESOTA

IJW JRK

BIDDING DOCUMENTS

8.24.2020

BIDDING DOCUMENTS

Date:

PH: 309.788.0673

FAX: 309.786.5967

www.imegcorp.com

623 26TH AVENUE

ROCK ISLAND, IL 61201

PRINT NAME:

SIGNATURE:

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS

PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A

DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE

STATE OF MINNESOTA.

DATE LICENSE #

Stamp

IAN J. WEBER, PE

JULY 24, 2020 55502

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

EXISTING WATERMAIN

EXISTING SANITARY SEWER

EXISTING STORM SEWER

EXISTING FENCE

EXISTING GAS MAIN

EXISTING OVERHEAD WIRES

EXISTING TELEPHONE

EXISTING UNDERGROUND

ELECTRIC

GENERAL DEMOLITION & CONSTRUCTION NOTES

1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL PROVIDE A PRE-CONSTRUCTION CONDITION

REPORT OF ALL ACCESS ROUTES AND ROADS AND HAVE IT APPROVED BY THE CONTRACTING

OFFICER'S REPRESENTATIVE (COR).

2. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS AND DISPOSAL CERTIFICATIONS.

CONTRACTOR RESPONSIBLE FOR OBTAINING ALL NECESSARY CONSTRUCTION PERMITS TO CARRY

OUT ENTIRE PROJECT. PERMITS SHALL BE IN PLACE PRIOR TO ANY CONSTRUCTION ACTIVITIES.

NOTIFY APPROPRIATE UTILITY COMPANY OF ANY AND ALL PROPOSED WORK AFFECTING OFFSITE PRIVATE UTILITIES, THE CITY FOR WORK AFFECTING THE CITY'S WATERMAIN, AND THE COR FOR

WORK WITH THE POTENTIAL TO DISRUPT CAMPUS UTILITIES.

3. THE CONTRACTOR SHALL AVOID DAMAGE TO EXISTING SITE ELEMENTS THAT ARE TO REMAIN, INCLUDING BUT NOT LIMITED TO: CURB & GUTTER, TREES, UTILITIES AND OTHER FACILITY FEATURES.

CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR AND/OR REPLACE ANY SITE ELEMENT TO REMAIN

THAT IS DAMAGED BY CONSTRUCTION ACTIVITIES AT NO ADDITIONAL COST TO OWNER.

CONTRACTOR SHALL NOT DISTURB EXISTING SITE OUTSIDE OF FENCED OR WORK ZONE AREAS

UNLESS OTHERWISE NOTED ON PLANS.

4. UTILITY INFORMATION IS BASED ON A SURVEY PERFORMED BY ANDERSON ENGINEERING DATED APRIL 2020 AND INFORMATION SUPPLIED BY THE VA. CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITIES AS NECESSARY TO COMPLETE WORK. THE ST. CLOUD HEALTH CARE SYSTEM WILL MARK PRIVATE UTILITIES IN THE WORK AREA AT THE CONTRACTOR'S REQUEST. CAMPUS STAFF SHALL BE GIVEN ADVANCE NOTICE OF ANY REQUEST FOR PRIVATE UTILITY LOCATION AS DESCRIBED WITHIN

THE GENERAL CONDITIONS. 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.

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

6. INSTALL EROSION CONTROL FENCE PER DETAIL 5/CJ-501 PRIOR TO THE COMMENCEMENT OF WORK.

7. INSTALL CONSTRUCTION FENCE PER SPECIFICATION SECTION 01 00 00 - GENERAL REQUIREMENTS.

8. TREE REMOVAL SHALL INCLUDE CUTTING, DISPOSAL AND STUMP/ROOT REMOVAL TO A DEPTH OF 2

FT BELOW FINISHED GRADE.

9. EXCEPT AS NOTED, ALL AREAS WITHIN CONSTRUCTION LIMITS SHALL BE CLEARED AND GRUBBED

PER PLANS AND SPECIFICATIONS.

10.TREES TO BE SAVED SHALL BE PROTECTED WITH ORANGE CONSTRUCTION FENCE AS PART OF

EROSION CONTROL FENCE CONSTRUCTION LIMITS.

11.CONTRACTOR TO CONTAIN ALL EQUIPMENT/TRUCKS AND VEHICLES TO CONSTRUCTION ZONE.

12.CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING IRRIGATION EQUIPMENT INCLUDING BUT NOT LIMITED TO EQUIPMENT PRESENT WITHIN THE LAWNS SOUTH OF BUILDINGS 2 AND 28. ANY EXISTING IRRIGATION EQUIPMENT INCLUDING, BUT NOT LIMITED TO, HEADS, VALVES, WIRES, PIPES

AND FITTINGS THAT ARE DISTURBED DURING CONSTRUCTION WILL BE REPLACED AT THE

CONTRACTOR'S EXPENSE WITH MATCHING EQUIPMENT. PRIOR TO CONSTRUCTION, LOCATE THE

EXISTING IRRIGATION EQUIPMENT AND PIPE IN THE CONSTRUCTION AREA AND MARK LOCATIONS, USING MARKING SPRAY PAINT FOR PIPE AND WIRE STAKE FLAGS FOR HEADS AND VALVE BOXES.

DEMOLITION PLAN

CD-103

EXISTING HYDRANT AND GV

EXISTING SANITARY MANHOLE

EXISTING STORM SEWER INLET

REMOVE EXISTING UTILITY LINE

REMOVE EXISTING BUILDING

STRUCTURE

REMOVE EXISTING ASPHALT

PAVEMENT

REMOVE EXISTING CONCRETE

PAVEMENT

REMOVE EXISTING CONCRETE

C&G

REMOVE TREE

N

0 40' 80'

SCALE:1

DEMOLITION PLAN: MH 27 TO MH 32

1"=40' [30"X42" SHEET SIZE]

REMOVE EXISTING

TREES (TYP.)

REMOVE EXISTING

TREE (TYP.)

REMOVE AND REPLACE EXISTING

ASPHALT PAVEMENT PER 10/CJ-501 AS

NECESSARY FOR SANITARY SEWER

INSTALLATION. SAWCUT AT REMOVAL LIMITS.

PROTECT EXISTING CURB AND

GUTTER TO REMAIN

PROTECT EXISTING PED RAMP TO

REMAIN

REMOVE AND REPLACE EXISTING

SIDEWALK AND PED RAMP TO NEAREST

EXISTING JOINT AS NECESSARY FOR

SANITARY SEWER INSTALLATION.

SAWCUT AT REMOVAL LIMITS.

REMOVE AND REPLACE EXISTING CURB

AND GUTTER IN KIND AS NECESSARY FOR

SANITARY SEWER INSTALLATION. REMOVE

CURB TO NEAREST JOINT, AND SAWCUT AT

REMOVAL LIMITS.

SALVAGE EXISTING SIGN AND

POST. REPLACE SIGN, POST,

AND FOOTING IN KIND.

PROTECT EXISTING

SIGN TO REMAIN

REMOVE AND REPLACE EXISTING

SIDEWALK AND PED RAMP TO

NEAREST

EXISTING JOINT AS NECESSARY

FOR SANITARY SEWER

INSTALLATION.

SAWCUT AT REMOVAL LIMITS.

REMOVE AND REPLACE EXISTING

ASPHALT PAVEMENT PER 10/CJ-501 AS

NECESSARY FOR SANITARY SEWER

INSTALLATION. SAWCUT AT REMOVAL LIMITS.

SCALE:2

DEMOLITION PLAN: MH 20 TO MH 24

1"=40' [30"X42" SHEET SIZE]

PROTECT EXISTING

UTILITIES TO REMAIN (TYP.)

PROTECT EXISTING

GEOTHERMAL LINES TO REMAIN

SIDEWALK AND PAVEMENT RECONSTRUCTION NOTES

1. REMOVE PAVEMENTS FOR SIDEWALKS, CUL-DE-SAC ACCESS, AND PARKING LOTS DURING OFF HOURS.

PROVIDE TEMPORARY GRAVEL WALKING/DRIVING SURFACE AT REMOVED PAVEMENT LOCATION BY FOLLOWING

BUSINESS DAY.

2. GRAVEL WALK/DRIVING SURFACE SHALL BE FIRM, AND CAPABLE OF SUPPORTING TRAFFIC LOADING WHERE

VEHICULAR TRAFFIC IS ANTICIPATED.

3. GRAVEL WALK/DRIVE SHALL SMOOTHLY TRANSITION TO ADJACENT EXISTING PAVEMENTS TO REMAIN.

4. CONTRACTOR SHALL MAINTAIN GRAVEL SURFACE UNTIL REPLACED BY PAVEMENT.

5. CONTRACTOR TO REPLACE ALL TEMPORARY GRAVEL SURFACES WITH FINAL PAVEMENT AS SOON AS

PRACTICAL, BUT NO LATER THAN TWO WEEKS WITHOUT PRIOR APPROVAL FROM THE COR.

-0+50 0+00

.9

.6

1+00

.2

.0

2+00

.2

.8

3+00

.9

.1

4+00

.9

.9

5+00

.8

.6

6+00

.4

.9

7+00

.4

.1

8+00

.5

.8

9+00

INSTALL 18" SLEEVE WITH 8" TEE

AT POINT OF CONNECTION.

REMOVE 18" WATERMAIN AS

NECESSARY FOR SLEEVE

INSTALLATION. COORDINATE

WITH THE CITY OF ST. CLOUD

FOR TEMPORARY PUBLIC

WATERMAIN SHUTDOWN.

NEW 8" GV

INV = 1035.43

INSTALL NEW 8"

11.25° BEND

INV = 1035.48

INSTALL TWO NEW 8" 45° BEND

INV = 1032.67

INSTALL TWO NEW 8" 45° BEND

INV = 1032.67

INSTALL NEW 8" 11.25°

& 22.5° BENDS

INV = 1032.25

INSTALL NEW 8" 11.25°

& 45° BENDS

INV = 1034.89

VE

TE

R

AN

'S D

R

ED

G

E O

F

BI

T.

ST

A:

+1 1.

ST

A:

+1

6.

ST

A:

+3

2.

ST

A:

+3

6.

EXISTING GAS SERVICE

(THREE FOOT DEPTH

SHOWN FOR REFERENCE)

UNKNOWN UTILITY

(THREE FOOT DEPTH

SHOWN FOR REFERENCE)

ST

A:

+9

1.

ST

A:

+1

4.

ST

A:

+6

8.

ST

A:

+9

7.

ST

A:

+3

6.

UNKNOWN UTILITY

(THREE FOOT

DEPTH SHOWN

FOR REFERENCE)

INSTALL NEW

AIR RELEASE VALVE

INV = 1036.88

ST

A:

+0

0.

ST

A:

+2

5.

ST

A:

+2

5.

TRANSITION

TO 8" C900

WATERMAIN

INV = 1035.82ST

A:

+5 0.

8" DIP WATERMAIN

0+00 1+00 2+00

3+00

4+00

5+00 6+00 7+00 8+00 9+00

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y:

\1

\1 va st

. c lo ud v am c

- r ep la ce w at er a nd s ew er u til iti es c iv il\ _0 ca d fil es s he et s\

2_ c_ w at er m ai n pl an a nd p ro fil e.

di t:e fra nc is s av ed :1/

/2

2:

P M p lo t:2

/1 5/

:0

PM

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 RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

13605 1st Ave. N. #100 Pl ymout h, MN 55441 P 763.412.4000 | F 763.412.4090 | ae-mn.com Anderson Engineering of Minnesota, LLC | Proj # 15472

REPLACE WATER AND SEWER

UTILITIES

656-20-138

MULTIPLE

AUGUST 24, 2020

ST. CLOUD, MINNESOTA

IJW JRK

BIDDING DOCUMENTS

8.24.2020

BIDDING DOCUMENTS

Date:

PH: 309.788.0673

FAX: 309.786.5967

www.imegcorp.com

623 26TH AVENUE

ROCK ISLAND, IL 61201

PRINT NAME:

SIGNATURE:

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS

PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A

DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE

STATE OF MINNESOTA.

DATE LICENSE #

Stamp

IAN J. WEBER, PE

JULY 24, 2020 55502

SCALE:1

WATERMAIN PLAN (STA 0+00 - 9+00)

1"=30'

SCALE:1

WATERMAIN PROFILE (STA 0+00 - 9+00)

1"=30' (H) 1"=6' (V)

8" C900 WATERMAIN

8' M

IN

C

O

VE

R (T

YP

EXISTING GRADE

1. UTILITY INFORMATION IS BASED ON A SURVEY PERFORMED BY

ANDERSON ENGINEERING DATED APRIL 2020 AND

INFORMATION SUPPLIED BY THE VA. CONTRACTOR TO VERIFY

ALL UNDERGROUND UTILITIES AS NECESSARY TO COMPLETE

WORK. THE ST. CLOUD HEALTH CARE SYSTEM WILL MARK

PRIVATE UTILITIES IN THE WORK AREA AT THE CONTRACTOR'S

REQUEST. CAMPUS STAFF SHALL BE GIVEN ADVANCE NOTICE

OF ANY REQUEST FOR PRIVATE UTILITY LOCATION AS

DESCRIBED WITHIN THE GENERAL CONDITIONS. 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 THE CONTRACT DOCUMENTS.

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. PATCH IN-KIND ALL DISTURBED PAVEMENTS & CURBS.

7. NEW CONSTRUCTION FEATURES SHALL MATCH IN TO EXISTING

WHERE APPLICABLE (PAVEMENT, CURBS, SIDEWALKS).

PROVIDE SMOOTH TRANSITIONS AT MATCH IN POINTS.

8. THE CONTRACTOR TO HIRE A LICENSED SURVEYOR TO

PROVIDE CONSTRUCTION STAKING. CONTRACTOR IS

RESPONSIBLE FOR MAINTAINING ALL HORIZONTAL AND

VERTICAL CONTROLS.

9. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND

ELEVATIONS PRIOR TO CONSTRUCTION.

10. PROTECT ALL EXISTING SITE ELEMENTS (TREES, UTILITIES,

CURB, ECT...) NOT NOTED FOR REMOVAL. REPLACE IN KIND IF

DAMAGED.

11. SUBSTITUTIONS FROM INFO SHOWN HEREIN SHALL BE

REVIEWED AND APPROVED BY THE COR.

12. COORDINATE ALL UTILITY RELOCATIONS / DISRUPTIONS WITH

COR AND VAMC STAFF.

13. THE CONTRACTOR SHALL MEET THE REQUIREMENTS OF THE

CITY OF ST. CLOUD FOR CONNECTION TO THE CITY'S

WATERMAIN.

14. ALL LANDSCAPED AREAS DISTURBED FOR WATERMAIN

BETWEEN STATIONS 0+00 AND 30+00 SHALL BE RESTORED BY

HYDROMULCH AND SEEDING WITH LANDSCAPER'S MIX AS

SUPPLIED BY CENTRAL LANDSCAPING SUPPLY OR APPROVED

EQUAL. APPLY SEED AT RATE RECOMMENDED BY

MANUFACTURER. ALL OTHER LANDSCAPED AREAS DISTURBED

TO BE RESTORED WITH SALT TOLERANT SOD PER MNDOT

STANDARD SPECIFICATION SECTION 3878.2.C

15. THE LOCATION OF BORE PITS SHOWN ARE APPROXIMATE

LOCATIONS. FIELD COORDINATE THE FINAL LOCATION WITH

THE COR AND ENGINEER PRIOR TO INSTALLATION.

16. EXISTING 8" DIP WATERMAIN IS THE CITY OF ST. CLOUD FEED

LINE TO THE VAHCS. THE FACILITY CAN OPERATE FOR

APPROXIMATELY ONE DAY FROM THE WATERTOWER STORAGE.

NOTIFY THE COR OF ANY POTENTIAL DISRUPTIONS AT LEAST

FIFTEEN (15) BUSINESS DAYS PRIOR TO THE DISRUPTING

ACTIVITY. NO UTILITY DISRUPTION SHALL OCCUR WITHOUT

PRIOR APPROVAL FROM THE COR.

GENERAL NOTES:

LEGEND:

NEW 8" WATERMAIN

APPROXIMATE EXCAVATION

LIMITS

NEW 8" GATE VALVE

NEW 8X8X8 TEE

NEW 8" BEND

INSTALL NEW 8" WATERMAIN.

PROTECT ALL TREES NOT SHOWN AS REMOVED

THROUGHOUT CONSTRUCTION. INSTALL TREE

PROTECTION FENCE ALONG DRIP LINE OF EXISTING TREES

ADJACENT TO WATERMAIN TRENCH. PROTECT MULTIPLE

TREES WITH A CONTINUOUS TREE PROTECTION FENCE,

WHERE POSSIBLE, TO MINIMIZE TREE PROTECTION

FENCING.

REPLACE ASPHALT PAVEMENT, REMOVED FOR

WATERMAIN INSTALLATION, IN KIND.

PROTECT, OR RELOCATE AS NECESSARY, EXISTING

UTILITIES TO REMAIN THROUGHOUT WATERMAIN

INSTALLATION. CONTACT COR IN ADVANCE OF POTENTIAL

SERVICE DISRUPTION. (TYP.)

PROTECT EXISTING CURB, GUTTER, AND PAVEMENTS TO

REMAIN.

INSTALL SILT FENCE ON DOWNSTREAM SIDE OF

EXCAVATION LIMITS.

UNKNOWN…