Att. 6 Bid Documents CIVIL and LA.pdf

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 v a m pl s w om en s cl in ic m am m og ra ph y ad dn s ur ve y\

_0 ca d fil es

\c ad

2\

8_ s_ ba se .d w g ed it:

da m in ga s av ed :7

/3 1/

:5

P

M p lo t:7

/3 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 # 15328

WOMEN'S CLINIC &

MAMMOGRAPHY ADDITION

618-181

05/26/2023

1 VETERANS DRIVE

CONSTRUCTION

DOCUMENTS

Date: Dwg. of 115

7301 OHMS LANE

SUITE #215

(952) 854-9302 TEL.

© PROPERTY OF ADVANCED

STRUCTURAL TECHNOLOGIES.

THIS DOCUMENT MAY NOT BE

USED OR COPIED WITHOUT THE

PRIOR WRITTEN CONSENT OF

ADVANCED STRUCTURAL

TECHNOLOGIES.

EDINA, MN 55439

ASTENG.COM

N

EXISTING CONDITIONS

NH DO

1375-V101

EXISTING BUILDING HAS

BEEN DEMOED SINCE SURVEY.

SEE DEMO SHEET.

PARKING LOT PROJECT PERFORMED

BY OTHERS AFTER SURVEY WAS COMPLETED.

SEE DEMO SHEET.

BID DOCUMENTS

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 v a m pl s w om en s cl in ic m am m og ra ph y ad dn c iv il\ _0 ca d fil es s he et s\ ph as in g\

8_ de m o 1.

dw da m av ed :7

/3 1/

1:

A lo t:7

/3 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 # 15328

WOMEN'S CLINIC &

MAMMOGRAPHY ADDITION

618-181

05/26/2023

1 VETERANS DRIVE

CONSTRUCTION

DOCUMENTS

Date: Dwg. of 115

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 #

SIGNATURE:

PRINT NAME:

ERIC SAUTBINE

7301 OHMS LANE

SUITE #215

(952) 854-9302 TEL.

© PROPERTY OF ADVANCED

STRUCTURAL TECHNOLOGIES.

THIS DOCUMENT MAY NOT BE

USED OR COPIED WITHOUT THE

PRIOR WRITTEN CONSENT OF

ADVANCED STRUCTURAL

TECHNOLOGIES.

EDINA, MN 55439

ASTENG.COM

05/26/2023

ES KA

PHASING PLAN - PHASE 1

DEMO

1375-CP101

N

0 20' 40'

PHASE 1

PHASE 1 - DEMOLITION AREA

GENERAL NOTES

1. CONTRACTOR TO DEMO AS NECESSARY TO UTILIZE

HAUL ROUTE & CONSTRUCTION STAGING AREA. IT IS

ACCEPTABLE TO LEAVE EXISTING PAVEMENT UNTIL

LATER PHASES.

PARKING LOT PROJECT

PERFORMED BY OTHERS.

PHASE 1 - HAUL ROUTE

VAN VAN VAN VAN VAN

VAN

VAN

VAN

VAN

VAN

VAN

VAN

VAN

VAN

VAN VAN

VAN

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 v a m pl s w om en s cl in ic m am m og ra ph y ad dn c iv il\ _0 ca d fil es s he et s\ ph as in g\

8_ ph as e 1.

dw da m av ed :7

/3 1/

1:

lo t:7

/3 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 # 15328

WOMEN'S CLINIC &

MAMMOGRAPHY ADDITION

618-181

05/26/2023

1 VETERANS DRIVE

CONSTRUCTION

DOCUMENTS

Date: Dwg. of 115

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 #

SIGNATURE:

PRINT NAME:

ERIC SAUTBINE

7301 OHMS LANE

SUITE #215

(952) 854-9302 TEL.

© PROPERTY OF ADVANCED

STRUCTURAL TECHNOLOGIES.

THIS DOCUMENT MAY NOT BE

USED OR COPIED WITHOUT THE

PRIOR WRITTEN CONSENT OF

ADVANCED STRUCTURAL

TECHNOLOGIES.

EDINA, MN 55439

ASTENG.COM

05/26/2023

PHASING PLAN - PHASE 1

CONSTRUCTION

ES KA

1375-CP102

N

0 20' 40'

PHASE 1

BUILD

WOMEN'S

CLINIC

STAGING

AREA

GENERAL NOTES

1. CONSTRUCT HAUL ROAD AND BUILD WOMEN'S

CLINIC.

HAUL ROAD

PHASE 1 - BUILD WOMENS CLINIC

PHASE 1 - HAUL ROUTE

PHASE 1 - STAGING AREA

KEY NOTES

FENCE AND/OR BARRICADE ALONG EXISTING

WALK TO PROTECT PUBLIC FROM

CONSTRUCTION.

VAN

VAN

VAN

VAN

VAN

VAN

VAN

VAN

VAN

VAN VAN

VAN

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 v a m pl s w om en s cl in ic m am m og ra ph y ad dn c iv il\ _0 ca d fil es s he et s\ ph as in g\

8_ de m o 2.

dw da m av ed :7

/3 1/

1:

lo t:7

/3 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 # 15328

WOMEN'S CLINIC &

MAMMOGRAPHY ADDITION

618-181

05/26/2023

1 VETERANS DRIVE

CONSTRUCTION

DOCUMENTS

Date: Dwg. of 115

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 #

SIGNATURE:

PRINT NAME:

ERIC SAUTBINE

7301 OHMS LANE

SUITE #215

(952) 854-9302 TEL.

© PROPERTY OF ADVANCED

STRUCTURAL TECHNOLOGIES.

THIS DOCUMENT MAY NOT BE

USED OR COPIED WITHOUT THE

PRIOR WRITTEN CONSENT OF

ADVANCED STRUCTURAL

TECHNOLOGIES.

EDINA, MN 55439

ASTENG.COM

05/26/2023

PHASING PLAN - PHASE 2

DEMO

ES KA

1375-CP103

N

0 20' 40'

PHASE 1 - COMPLETE

PHASE 1

PHASE 2 - DEMOLITION AREA

PHASE 2

1. DEMO EXISTING PARKING LOT.

GENERAL NOTES

WOMEN'S

CLINIC

PHASE 2

DEMO

VAN

VAN

VAN

VAN

VAN

VAN

VAN

VAN

VAN

VAN

VAN VAN VAN VAN VAN VAN

VAN

VAN

VAN

C O

N

TR

O

LL

E D

A C

C E

S S

VANVANVANVANVANVAN VAN

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 v a m pl s w om en s cl in ic m am m og ra ph y ad dn c iv il\ _0 ca d fil es s he et s\ ph as in g\

8_ ph as e 2.

dw jd ob ia sa ve d:

7/

/2

:3 lo t:7

/3 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 # 15328

WOMEN'S CLINIC &

MAMMOGRAPHY ADDITION

618-181

05/26/2023

1 VETERANS DRIVE

CONSTRUCTION

DOCUMENTS

Date: Dwg. of 115

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 #

SIGNATURE:

PRINT NAME:

ERIC SAUTBINE

7301 OHMS LANE

SUITE #215

(952) 854-9302 TEL.

© PROPERTY OF ADVANCED

STRUCTURAL TECHNOLOGIES.

THIS DOCUMENT MAY NOT BE

USED OR COPIED WITHOUT THE

PRIOR WRITTEN CONSENT OF

ADVANCED STRUCTURAL

TECHNOLOGIES.

EDINA, MN 55439

ASTENG.COM

05/26/2023

PHASING PLAN - PHASE 2

CONSTRUCTION

ES KA

1375-CP104

N

0 20' 40'

PHASE 1 - COMPLETE

PHASE 1

PHASE 2 - PARKING LOT

PHASE 2

PHASE 1 -

COMPLETE

CONSTRUCT

PARKING LOT

GENERAL NOTES

1. COMPLETE PARKING LOT.

HAUL ROAD

VAN

VAN

VAN

VAN

VAN

VAN

VAN

VAN

VAN

VAN

VAN VAN VAN VAN VAN VAN

VAN

VAN

VAN

C O

N

TR

O

LL

E D

A C

C E

S S

VANVANVANVANVANVAN VAN

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 v a m pl s w om en s cl in ic m am m og ra ph y ad dn c iv il\ _0 ca d fil es s he et s\ ph as in g\

8_ de m o 3.

dw jd ob ia d:

7/

/2

:4 lo t:7

/3 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 # 15328

WOMEN'S CLINIC &

MAMMOGRAPHY ADDITION

618-181

05/26/2023

1 VETERANS DRIVE

CONSTRUCTION

DOCUMENTS

Date: Dwg. of 115

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 #

SIGNATURE:

PRINT NAME:

ERIC SAUTBINE

7301 OHMS LANE

SUITE #215

(952) 854-9302 TEL.

© PROPERTY OF ADVANCED

STRUCTURAL TECHNOLOGIES.

THIS DOCUMENT MAY NOT BE

USED OR COPIED WITHOUT THE

PRIOR WRITTEN CONSENT OF

ADVANCED STRUCTURAL

TECHNOLOGIES.

EDINA, MN 55439

ASTENG.COM

05/26/2023

PHASING PLAN - PHASE 3

DEMO

ES KA

1375-CP105

N

0 20' 40'

PHASE 1 & 2 - DEMOLITION AREAS

PHASE 1 & 2

PHASE 3 - DEMOLITION AREA

PHASE 3

PHASE 3

DEMO

WOMEN'S

CLINIC

VAN

VAN

VAN

VAN

VAN

VAN

VAN

VAN

VAN

VAN

VAN VAN VAN VAN VAN VAN

VAN

VAN

VAN

C O

N

TR

O

LL

E D

A C

C E

S S

VANVANVANVANVANVAN VAN

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 v a m pl s w om en s cl in ic m am m og ra ph y ad dn c iv il\ _0 ca d fil es s he et s\ ph as in g\

8_ ph as e 3.

dw jd ob ia d:

7/

/2

:4 lo t:7

/3 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 # 15328

WOMEN'S CLINIC &

MAMMOGRAPHY ADDITION

618-181

05/26/2023

1 VETERANS DRIVE

CONSTRUCTION

DOCUMENTS

Date: Dwg. of 115

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 #

SIGNATURE:

PRINT NAME:

ERIC SAUTBINE

7301 OHMS LANE

SUITE #215

(952) 854-9302 TEL.

© PROPERTY OF ADVANCED

STRUCTURAL TECHNOLOGIES.

THIS DOCUMENT MAY NOT BE

USED OR COPIED WITHOUT THE

PRIOR WRITTEN CONSENT OF

ADVANCED STRUCTURAL

TECHNOLOGIES.

EDINA, MN 55439

ASTENG.COM

05/26/2023

PHASING PLAN - PHASE 3

CONSTRUCTION

ES KA

1375-CP106

N

0 20' 40'

PHASE 1 & 2 - COMPLETE

PHASE 1 & 2

PHASE 3 - COMPLETE PCC

TURNAROUND

PHASE 3

PHASE 1 -

COMPLETE

PHASE 2 -

COMPLETE

PCC TURNAROUND

GENERAL NOTES

1. COMPLETE PCC TURNAROUND.

PCC BUILDING 79

FFE = 840.40

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 v a m pl s w om en s cl in ic m am m og ra ph y ad dn c iv il\ _0 ca d fil es s he et s\

8_ c_ de m o.

dw da m av ed :7

/3 1/

:4 lo t:7

/3 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 # 15328

WOMEN'S CLINIC &

MAMMOGRAPHY ADDITION

618-181

05/26/2023

1 VETERANS DRIVE

CONSTRUCTION

DOCUMENTS

Date: Dwg. of 115

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 #

SIGNATURE:

PRINT NAME:

ERIC SAUTBINE

7301 OHMS LANE

SUITE #215

(952) 854-9302 TEL.

© PROPERTY OF ADVANCED

STRUCTURAL TECHNOLOGIES.

THIS DOCUMENT MAY NOT BE

USED OR COPIED WITHOUT THE

PRIOR WRITTEN CONSENT OF

ADVANCED STRUCTURAL

TECHNOLOGIES.

EDINA, MN 55439

ASTENG.COM

05/26/2023

DEMOLITION PLAN

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

SAWCUT PAVEMENT

REMOVE EXISTING UTILITY LINE

REMOVE EXISTING ASPHALT

PAVEMENT

REMOVE EXISTING CONCRETE

WALK

REMOVE EXISTING CONCRETE

C&G

REMOVE TREE

REMOVE SIGN

LEGEND

KEY NOTES

REMOVE EXISTING MANHOLE TOP TO MINIMUM 6'

BELOW FINISH GRADE. COVER WITH STEEL

PLATE ANCHORED TO CONCRETE MANHOLE

STRUCTURE TO REMAIN IN PLACE. COORDINATE

WITH STRUCTURAL FOR PLACEMENT OF

RAMMED AGGREGATE PIERS AND GRADE BEAMS

TO BRIDGE OVER EXISTING SANITARY LINE TO

REMAIN IN PLACE.

ADJUST STORM MANHOLE RIM ELEVATION &

REPLACE CASTING PER STRUCTURE SCHEDULE.

REMOVE STORM MANHOLE

ADJUST RIM ELEVATION TO PROPOSED FINISH

GRADE. SEE STRUCTURE SCHEDULE FOR

CASTING.

REMOVE SANITARY MANHOLE

REMOVE HYDRANT & VALVE BOX. CLOSE VALVE

& CAP. RELOCATE PER UTILITY PLAN

REMOVE STORM MANHOLE & REPLACE WITH

NEW MANHOLE PER UTILITY PLAN.

N/A

BUILDING HAS BEEN DEMOED PREVIOUSLY.

INSTALL BARRIER TO PROTECT PUBLIC FROM

CONSTRUCTION OPERATIONS

N

0 20' 40'

BUILDING 70

1375-CD101

8KAES

GENERAL NOTES

1. PROTECT EXISTING UTILITIES IN-PLACE.

2. UTILITY MAPPING PROVIDED BY VA. CONTRACTOR

TO VERIFY LOCATIONS IN FIELD.

3. REMOVE & RELOCATE IRRIGATION LINES IN-KIND

AS NECESSARY TO COMPLETE WORK.

4. PARKING LOT PROJECT ONGOING WITH THIS

DESIGN. CONTRACTOR NEEDS TO VERIFY PROJECT

LIMITS DURING SITE WALK THROUGH.

5. ELEVATIONS OF THIS DESIGN MAY NOT MATCH UP

WITH SITE CONDITIONS OF CURRENT

CONSTRUCTION. SOME ADJUSTMENTS MAY NEED

TO BE MADE IN THE FIELD. CONTRACTOR TO

VERIFY ELEVATIONS WITH AS-BUILT SURVEY FOR

PAVEMENT TIE-IN POINTS BETWEEN PROPOSED &

EXISTING. NOTIFY COR & AE IF ELEVATIONS DIFFER.

6. CONTRACTOR RESPONSIBLE FOR INSTALLING

FENCING AROUND CONSTRUCTION AREA PER VA

REQUIREMENTS.

PARKING LOT BEING

CONSTRUCTED BY

OTHERS. AS-BUILTS

NEEDED FOR VERIFICATION

OF SITE ELEMENTS &

ELEVATIONS PRIOR TO

CONSTRUCTION.

O N

E W

A Y

VAN VAN VAN VAN VAN

VAN VAN VAN VAN VAN

VAN

VAN

VAN

VAN

VAN

VAN

VAN

VAN

VAN

VAN

VAN

O N

E W

A Y

VAN

VAN

CO

VAN

LIGHTED

LIGHTED LIGHTED REMOVABLE LIGHTED

LIGHTED

LIGHTED

VANVANVANVANVANVAN VAN

VAN VAN VAN VAN VAN VAN VAN

24'

12'

18' 29'

TY

P

18'

8.5'

18' 37'

10.7'

7'

5'

5'

43.9' B-B

29'

R5'

R4'

R18'

R7 6'

R20

8' 8' 8'

19'

8'

9'

R2 0'

R5'

R4'

10'

35.5'

B-BR4'

R2 0'

7'

28' B

-B 18.5' B-B

26' B

-B

8' B-B

14.2' B-B

19' B-B5'

B-B

5.37' B-B

15.0'

TYP.

11'

11'

6'

R3'

6'

8' B

-B

5'

6'

12'

12'

5'

19'

12'

12'

5'12'

R2'

R7'R10'

R8'

R4 0'

R10

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 v a m pl s w om en s cl in ic m am m og ra ph y ad dn c iv il\ _0 ca d fil es s he et s\

8_ c_ si te .d w da m av ed :7

/3 1/

:5 lo t:7

/3 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 # 15328

WOMEN'S CLINIC &

MAMMOGRAPHY ADDITION

618-181

05/26/2023

1 VETERANS DRIVE

CONSTRUCTION

DOCUMENTS

Date: Dwg. of 115

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 #

SIGNATURE:

PRINT NAME:

ERIC SAUTBINE

7301 OHMS LANE

SUITE #215

(952) 854-9302 TEL.

© PROPERTY OF ADVANCED

STRUCTURAL TECHNOLOGIES.

THIS DOCUMENT MAY NOT BE

USED OR COPIED WITHOUT THE

PRIOR WRITTEN CONSENT OF

ADVANCED STRUCTURAL

TECHNOLOGIES.

EDINA, MN 55439

ASTENG.COM

05/26/2023

PROPERTY LIMITS

CONSTRUCTION LIMITS

BUILDING SETBACKS

PARKING SETBACK

DRAINAGE AND UTILITY

EASEMENT

EDGE OF NEW ASPHALT PAVEMENT

PROPOSED CONCRETE C&G

PROPOSED GRASS PAVERS

PROPOSED CONCRETE

NO PARKING ZONE

HANDICAP STALL DESIGNATION

NUMBER OF PARKING STALL IN

SECTION

NEW BOLLARDS

NEW MANHOLE

NEW CATCH BASIN

SITE PLAN

KAES

N

0 20' 40'

LEGEND

GRASS PAVERS

(SEE DETAIL 9/1375-C502)

EXISTING SIDEWALK

TO REMAIN

BUILDING 70

GENERAL NOTES

1) ALL DIMENSIONS ARE TO FACE OF CURB UNLESS

NOTED.

2) SEE SITE FURNISHING SHEETS FOR ADDITIONAL

SIGNAGE.

3) ADD "DO NOT ENTER" SIGNS AT ONE WAY EXITS.

4) SEE PAVING PLAN FOR CURB TRANSITIONS.

EDGE OF NEW BITUMINOUS

1375-CS101

EXISTING

BUILDING

CONSTRUCTION

LIMITS (TYP)

KEY NOTES

1 "DO NOT ENTER" SIGN, SEE DETAIL

2/1375-LF501

BOLLARD, SEE DETAIL 5/1375-LF501

CONTRACTOR SHALL FIELD VERIFY

PREVIOUSLY COMPLETED

CONSTRUCTION OF SOUTH PARKING LOT

ACCESS CONTROL GATE LOOP. SEE

ELECTRICAL PLANS.

EXISTING SIDEWALK

TO REMAIN

PROPOSED

BUILDING 80

PCC

BUILDING 79

SURMOUNTABLE

CURB SEE

11/1375-C502

CONSTRUCTION

LIMITS (TYP)

E W

A Y

VAN VAN VAN VAN VAN

VAN VAN VAN VAN VAN

VAN

VAN

VAN

VAN

VAN

VAN

VAN

VAN

VAN

VAN

VAN

O N

E W

A Y

VAN

VAN

CO

VAN

LIGHTED

LIGHTED LIGHTED REMOVABLE LIGHTED

LIGHTED

LIGHTED

VANVANVANVANVANVAN VAN

VAN VAN VAN VAN VAN VAN VAN

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 v a m pl s w om en s cl in ic m am m og ra ph y ad dn c iv il\ _0 ca d fil es s he et s\

8_ c_ pa vi ng

.d w da m av ed

:7 /3

1/

:2 lo t:7 /3

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 # 15328

WOMEN'S CLINIC &

MAMMOGRAPHY ADDITION

618-181

05/26/2023

1 VETERANS DRIVE

CONSTRUCTION

DOCUMENTS

Date: Dwg. of 115

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 #

SIGNATURE:

PRINT NAME:

ERIC SAUTBINE

7301 OHMS LANE

SUITE #215

(952) 854-9302 TEL.

© PROPERTY OF ADVANCED

STRUCTURAL TECHNOLOGIES.

THIS DOCUMENT MAY NOT BE

USED OR COPIED WITHOUT THE

PRIOR WRITTEN CONSENT OF

ADVANCED STRUCTURAL

TECHNOLOGIES.

EDINA, MN 55439

ASTENG.COM

05/26/2023

PAVING & STRIPING

PLAN

KAES

PROPERTY LIMITS

CONSTRUCTION LIMITS

SAWCUT PAVEMENT

PROPOSED ASPHALT

PROPOSED CONCRETE

PROPOSED CURB & GUTTER

D412 C&G (7/1375-C502)

PROPOSED GRASS PAVERS

N

0 20' 40'

LEGEND

BUILDING 70

1375-CS102

KEY NOTES

HANDICAP STALL PLAN, SEE DETAIL

1/1375-C502

FOLLOW CROSS WALK STRIPING DETAIL

10/1375-C502

24" CURB TRANSITION. SEE DETAIL

5/1375-CG102

B612 CURB, SEE DETAIL 7/1375-C502

WHEEL-STOP, SEE DETAIL 1/1375-LF501

CONTRACTOR SHALL FIELD VERIFY THE

PREVIOUS CONSTRUCTION OF THE SOUTH

PARKING LOT.

SURMOUNTABLE CURB, SEE DETAIL

11/1375-C502. PROVIDE 24 IN TRANSITION

PER DETAIL 5/1375-CG102.

SAW CUT STRAIGHT LINE AS NECESSARY TO

CONSTRUCT NEW CURB AND ROAD. REMOVE

AND REPLACE ANY ASPHALT THAT HAS

CRACKED OR IS DAMAGED. ADJUST SAW

CUT LIMITS AS NECESSARY.

1 TYP. 2

PARKING COUNT

HANDICAP 4

VAN HANDICAP 2

SCI 28

VAN SCI 36

EXISTING

BUILDING

PROPOSED

BUILDING 80

PCC

BUILDING 79

8 8 83

GENERAL NOTES

1) PROVIDE NEW PAVEMENT MARKINGS AS SHOWN.

CONSTRUCTION

LIMITS (TYP)

CONSTRUCTION

LIMITS (TYP)

E W

A Y

VAN VAN VAN VAN VAN

VAN VAN VAN VAN VAN

VAN

VAN

VAN

VAN

VAN

VAN

VAN

VAN

VAN

VAN

VAN

O N

E W

A Y

VAN

VAN

CO

VAN

LIGHTED

LIGHTED LIGHTED REMOVABLE LIGHTED

LIGHTED

LIGHTED

VANVANVANVANVANVAN VAN

VAN VAN VAN VAN VAN VAN VAN

16 LF 12" HDPE @ 1.80%

EXSMH-2

RIM 840.10

INV 809.90 ± (IN, NW)

INV 809.85 ± (OUT, SW)

EXMH-2

RIM 838.26 +/-

CLEANOUT

RIM 840.20

INV 833.55 (12" OUT, SE)

CBMH-202

RIM 840.18

INV 834.52 (12" IN, NW)

INV 834.42 (12" OUT, NE)

CB-201

RIM 839.50

INV 835.36 (12" OUT, SE)

INV 835.47 (12" IN, NW)

EXMH-4

RIM 840.03±

AREA INLET - 1

RIM 840.30

INV 837.27 (12" OUT, SE)

AREA INLET - 2

RIM 840.30

INV 836.77 (12" IN, NW)

INV 836.67 (12" OUT, SE)

AREA INLET - 3

RIM 840.30

INV 836.12 (12" IN, NW)

INV 836.11 (12" OUT, S)

L

F

" H D

P E

.0 0%

L

F

" H D

P E

.0 0%

36 LF 12" HDPE @ 1.00%

86 LF 12" HDPE @ 1.04%

CB-302

RIM 839.50

INV 836.36 (12" OUT, SE)

INV 836.47 (12" IN, NE)

CB-301

RIM 839.50

INV 836.81 (12" OUT, SW)

L

F

" H D

P E

.0 0%

34 LF 12" HDPE @ 1.00%

CBMH-104

RIM 840.14

INV 833.50 (12" IN, SW)

INV 835.75 (12" IN, N)

INV 833.26 (12" IN, NW)

INV 828.80 (15" OUT, SE)

92 LF 12" HDPE @ 1.00%

UTILITY LOCATIONS

Point #

NAME

HYDRANT GV

HYDRANT

EXSMH-2

EXMH-4

EXMH-3

EXMH-2

CLEANOUT

CBMH-202

CBMH-108

CBMH-106

CBMH-104

CB-301

CB-201

CB-109

CB-107

Northing

140083.8142

140085.7363

140008.3729

139957.5569

139944.8150

139900.8410

140109.1614

140049.0549

139914.5945

139916.9951

140101.0972

140194.2474

140109.4632

139933.0841

139961.2590

Easting

546446.6699

546444.3491

546379.7206

546333.9365

546563.5400

546372.8980

546443.4101

546386.3380

546570.9863

546444.5654

546457.7504

546280.7394

546327.4278

546677.5916

546521.4738

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 v a m pl s w om en s cl in ic m am m og ra ph y ad dn c iv il\ _0 ca d fil es s he et s\

8_ c_ ut ili ty

.d w da m av ed

:7 /3

1/

:3 lo t:7 /3

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 # 15328

WOMEN'S CLINIC &

MAMMOGRAPHY ADDITION

618-181

05/26/2023

1 VETERANS DRIVE

CONSTRUCTION

DOCUMENTS

Date: Dwg. of 115

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 #

SIGNATURE:

PRINT NAME:

ERIC SAUTBINE

7301 OHMS LANE

SUITE #215

(952) 854-9302 TEL.

© PROPERTY OF ADVANCED

STRUCTURAL TECHNOLOGIES.

THIS DOCUMENT MAY NOT BE

USED OR COPIED WITHOUT THE

PRIOR WRITTEN CONSENT OF

ADVANCED STRUCTURAL

TECHNOLOGIES.

EDINA, MN 55439

ASTENG.COM

05/26/2023

PROPERTY LIMITS

CONSTRUCTION LIMITS

EXISTING WATERMAIN

EXISTING SANITARY SEWER

EXISTING STORM SEWER

PROPOSED WATERMAIN

PROPOSED SANITARY SEWER

PROPOSED STORM SEWER

PROPOSED WATERMAIN

FITTING

PROPOSED SANITARY MANHOLE

AND CLEANOUT

PROPOSED STORM INLETS

CO

UTILITY PLAN

KAES

N

0 20' 40'

LEGEND

KEY NOTES

RELOCATE HYDRANT AND VALVE. ADJUST

HYDRANT & VALVE TO AVOID BOLLARDS. SEE

DETAIL 7/1375-C501 FOR HYDRANT

CONSTRUCTION

N/A

ADJUST MANHOLE RIM & CASTING

REMOVE AND REPLACE TOP BARREL SECTION

OF MANHOLE TO CORRECT ELEVATION

BUILDING 70

1375-CU101

EXISTING

BUILDING

CONSTRUCTION

LIMITS

STORM STRUCTURE SCHEDULE

STRUCTURE

NUMBER DIAMETER (IN) CASTING (NEENAH OR

APPROVED EQUAL)

CBMH-104 48 R-1642

CB-201 24 SEE DETAIL 2/C503

CB-301 24 SEE DETAIL 2/C503

CB-302 24 SEE DETAIL 2/C503

CBMH-202 24 R-2501-C

EXMH-2 48 R-4370-C

EXMH-4 48 R-1642

AREA INLET 1 24 SEE DETAIL 2/C503

AREA INLET 2 24 SEE DETAIL 2/C503

AREA INLET 3 24 SEE DETAIL 2/C503

GENERAL NOTES

1. WATER SERVICE TO PROPOSED BUILDING IS

INTERIOR. SEE PLUMBING PLAN.

2. SANITARY SERVICE TO PROPOSED BUILDING IS

INTERIOR. SEE PLUMBING PLAN.

3. SEE ELECTRICAL/TECHNOLOGY PLANS FOR

POWER & COMMUNICATIONS LINES & ROUTING.

PROPOSED

BUILDING 80

PCC

BUILDING 79

E W

A Y

VAN VAN VAN VAN VAN

VAN VAN VAN VAN VAN

VAN

VAN

VAN

VAN

VAN

VAN

VAN

VAN

VAN

VAN

VAN

O N

E W

A Y

PROPOSED

BUILDING 80

FFE = 840.40

VAN

VAN

CO

VAN

LIGHTED

LIGHTED LIGHTED REMOVABLE LIGHTED

PCC BUILDING 79

FFE = 840.40

LIGHTED

LIGHTED

VANVANVANVANVANVAN VAN

VAN VAN VAN VAN VAN VAN VAN

1.5%

1.5% 1.0%

2.0%

841 84

840839

E O

F

EOF

EO

F

841 841

0.

5%

1.

8%

1.4% 2.0%

840.40

FL 841.91

FL 841.84

FL 840.49

FL 839.99

FL 839.40

FL 839.34

FL 838.99FL 837.96

FL 838.16

ME 840.12

FL 840.12

FL 840.04

RIM 838.26

FL 838.76

FL 838.86

FL 838.97

FL 839.69

FL 839.30

FL 839.33

FL 839.35

FL 839.63

FL 839.66

FL 842.28

FL 841.97

RIM 839.50

HP 840.05

TOC 840.12 TOC 839.75

839.85

TOC 839.72

TOC 839.43

TOC 839.41

TOC 839.38

TOC 839.78TOC 838.94

TOC 838.84

FL 838.16

TOC 838.66

TOC 838.46 TOC 839.49

FL 840.50

TOC 841.00

FL 842.49

TOC 842.58

TOC 842.46

TOC 842.47

TOC 842.41

TOC 842.34

TOC 842.53

FL 842.03

TOC 841.75

FL 841.26

TOC 840.99

TOC 840.32

TOC 839.73

TOC 839.84

840.40

840.40

840.40

RIM 839.50

RIM 840.18

RIM 840.03

FL 841.73

TOC 842.23

840.40

840.40

RIM 840.30

RIM 840.30

RIM 840.30

HP 840.40

HP 840.40

RIM 840.14

RIM 839.33

RIM 839.50

2.

0%

ME 840.12

ME 840.04

840.30

840.20

840.30

840.20

ME 840.20 ME 840.21

840.40

840.30

840.20 840.10

E O

F FL 839.31

TOC 839.39

TOC 839.05

TOC 838.66

ME 840.39

ME 840.05

TOC 838.73

FL 838.64

FL 838.28

TOC 840.62

840.48

FL 839.97

840.30

HP 840.30

HP 840.30

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 v a m pl s w om en s cl in ic m am m og ra ph y ad dn c iv il\ _0 ca d fil es s he et s\

8_ c_ gr ad in g.

dw da m av ed

:7 /3

1/

:3 lo t:7 /3

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 # 15328

WOMEN'S CLINIC &

MAMMOGRAPHY ADDITION

618-181

05/26/2023

1 VETERANS DRIVE

CONSTRUCTION

DOCUMENTS

Date: Dwg. of 115

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 #

SIGNATURE:

PRINT NAME:

ERIC SAUTBINE

7301 OHMS LANE

SUITE #215

(952) 854-9302 TEL.

© PROPERTY OF ADVANCED

STRUCTURAL TECHNOLOGIES.

THIS DOCUMENT MAY NOT BE

USED OR COPIED WITHOUT THE

PRIOR WRITTEN CONSENT OF

ADVANCED STRUCTURAL

TECHNOLOGIES.

EDINA, MN 55439

ASTENG.COM

05/26/2023

PROPERTY LIMITS

CONSTRUCTION LIMITS

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR

EXISTING SPOT ELEVATION

DRAINAGE ARROW

PROPOSED CONCRETE C&G

MATCH EXISTING ELEVATION

TOP OF CONCRETE ELEVATION

HIGH POINT

LOW POINT

TOP OF CURB ELEVATION

FLOW LINE

800.1

HP 800.1

ME 800.1

LP 800.1

GRADING PLAN

KAES

N

0 20' 40'

LEGEND

1375-CG101

EXISTING

BUILDING

GRADING ENLARGEMENT A

SEE 1/1375-CG102

GRADING ENLARGEMENT B

SEE 2/1375-CG102

1. THE WOMEN'S CLINIC FIRST FLOOR ELEVATION

SHOULD MATCH THE PCC FIRST FLOOR ELEVATION.

VERIFY IN FIELD PRIOR TO CONSTRUCTION.

2. VERIFY EXISTING CONDITION ELEVATIONS OF

SOUTH PARKING LOT CONSTRUCTION LIMITS.

NOTIFY C.O.R. & ENGINEER IF ELEVATIONS DIFFER

FROM PLANS. PARKING LOT PROJECT WAS NOT

COMPLETE AT TIME OF DESIGN SO COORDINATION

IS NEEDED.

3. VERIFY EXISTING CONDITION ELEVATION OF NEW

SIDEWALK TIE-IN TO EXISTING PCC SIDEWALK AT

MAIN ENTRANCE. NOTIFY C.O.R. AND ENGINEER IF

ELEVATION IS DIFFERENT THAN SHOWN.

GENERAL NOTES

GRADING ENLARGEMENT C

SEE 3/1375-CG102

WOMENS CLINIC

COMPLETED DURING

DESIGN BY OTHERS.

VERIFY ELEVATION TIE-INS.

TOC 800.1

CONSTRUCTION

LIMITS (TYP)

CONSTRUCTION

LIMITS (TYP)

FL 800.1

FL 840.03

TOC 840.11

FL 839.96

TOC 839.82

FL 839.79

TOC 839.87

FL 839.90

TOC 839.98

FL 839.73

1.

7%

1.3%

FL 839.01

TOC 839.51

FL 839.29

TOC 839.37

FL 839.37

TOC 839.46

FL/HP 839.40

TOC 839.48

1.

3%

1.5%

1.

8%

0.6%

1.

9%

0.7% TOC 838.73

FL 838.64

FL 838.79

TOC 838.89

FL 838.39

TOC 838.93

FL 838.43FL 838.53

FL 838.44

FL 838.63

TOC 838.55

TOC 839.06

FL 838.58

TOC 839.36

FL 838.86

839.38 839.36

839.20 839.14

TOC 839.26

FL 839.18

FL 839.49

TOC 839.99

FL 839.61

TOC 840.11

FL/HP 839.67

TOC 840.17

FL 840.05

TOC 839.55

1.

8%

1.

0%

1.

5%

0.7%

2.

8%

0.7%

1.6%

1.

2%

1.

9%

1.5%

TOC 842.41

FL 841.91

TOC 842.47

TOC 842.76

TOC 842.58

FL 842.49

FL 842.26

FL 841.97

TC 842.72

TOC 842.65

TC 842.52

TOC 842.95

FL 842.45 TOC 842.39

FL 842.31

TOC 839.11

TOC 839.41

839.52

839.96

TOC 839.90

FL 839.33

FL 839.03

FL 839.40

3.

6%

1.9%

2.0%

FL 838.97

TOC 839.05

FL 838.99

TOC 839.49

FL 839.26

TOC 839.75

FL 838.90

TOC 839.40

FL 838.68

TOC 839.18

2.

7%

2.

3%

FL 838.17

TOC 838.67

TOC 838.86

TOC 838.58

FL 838.36

FL 838.50

1.

4%

0.

7%

TOC 839.52

FL 839.02

TOC 839.66

FL 839.16

4.

9%

839.75

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 v a m pl s w om en s cl in ic m am m og ra ph y ad dn c iv il\ _0 ca d fil es s he et s\

8_ c_ gr ad in g_ en la rg em en ts .d w da m av ed :7

/3 1/

:2 lo t:7

/3 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 # 15328

WOMEN'S CLINIC &

MAMMOGRAPHY ADDITION

618-181

05/26/2023

1 VETERANS DRIVE

CONSTRUCTION

DOCUMENTS

Date: Dwg. of 115

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 #

SIGNATURE:

PRINT NAME:

ERIC SAUTBINE

7301 OHMS LANE

SUITE #215

(952) 854-9302 TEL.

© PROPERTY OF ADVANCED

STRUCTURAL TECHNOLOGIES.

THIS DOCUMENT MAY NOT BE

USED OR COPIED WITHOUT THE

PRIOR WRITTEN CONSENT OF

ADVANCED STRUCTURAL

TECHNOLOGIES.

EDINA, MN 55439

ASTENG.COM

05/26/2023

PROPERTY LIMITS

CONSTRUCTION LIMITS

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR

EXISTING SPOT ELEVATION

DRAINAGE ARROW

PROPOSED CONCRETE C&G

24" CURB TRANSITION

MATCH EXISTING ELEVATION

TOP OF CONCRETE ELEVATION

HIGH POINT

LOW POINT

TOP OF CURB ELEVATION

800.1

HP 800.1

ME 800.1

LP 800.1

GRADING

ENLARGEMENTS

KAES

N

0 5' 10'

LEGEND

1375-CG102

SCALE:1

GRADING ENLARGEMENT A

1"= 5'

KEYNOTES

MNDOT TYPE D412 CURB AND GUTTER

MNDOT TYPE B612 CURB AND GUTTER

DETECTABLE WARNING MAY BE PART OF 4'x4'

LANDING AREA IF IT IS NOT FEASIBLE TO CONSTRUCT

THE LANDING OUTSIDE OF THE DETECTABLE

WARNING AREA

2" PREFORMED JOINT FILLER MATERIAL AASHTO M213

JOINT FILLER SHALL BE PLACED FLUSH WITH THE

BACK OF CURB AND ADJACENT SIDEWALK.

RECTANGULAR DETECTABLE WARNINGS SHALL BE

SETBACK 3" FROM THE BACK OF CURB

INDICATES PEDESTRIAN RAMP - SLOPE SHALL NOT

EXCEED 8.3% IN THE DIRECTION SHOWN AND THE

CROSS SLOPE SHALL NOT EXCEED 2.0%

TRANSITION FROM B612 TO D412 WITHIN 24". SEE

DETAIL 6/1375-CG102

RADIUS TACTILE TRUNCATED DOMES OR APPROVED

EQUAL. SEE DETAIL 3/1375-CG102

TRUNCATED DOMES. SEE DETAIL 4/1375-CG102

TRANSITION CURB FROM B612 TO D412

GENERAL NOTES

1. CONTRACTION JOINTS SHALL BE CONSTRUCTED

ALONG ALL GRADE BREAKS. ALL GRADE BREAKS

WITHIN THE PAR SHALL BE PERPENDICULAR TO THE

PATH OF TRAVEL.

2. TO ENSURE RAMPS AND LANDINGS ARE PROPERLY

CONSTRUCTED, LANDINGS MAY BE CAST

SEPARATELY.

3. ALL SLOPES ARE ABSOLUTE, RATHER THAN

RELATIVE TO SIDEWALK/ROADWAY GRADES.

4. TOP OF CURB SHALL MATCH PROPOSED ADJACENT

WALK GRADE.

5. 4' MINIMUM WIDTH OF DETECTABLE WARNING IS

REQUIRED FOR ALL RAMPS.

6. DETECTABLE WARNINGS SHALL CONTINUOUSLY

EXTEND FOR A MINIMUM OF 24" IN THE PATH OF

TRAVEL.

2 1

SCALE:2

GRADING ENLARGEMENT B

1"= 5'

5 3

5 3

SCALE:3

RADIUS TACTILE TRUNCATED DOMES OR APPROVED EQUAL

NTS

DOME SPACING

DOME SECTION

TRUNCATED

DOME (TYP)1.6"-2.4"

1.

6"

2.

4"

M

IN

.65" MIN. (TYP.)

0.

0.

(T Y

P

0.9"-1.4"

NOTE

TRUNCATED DOMES TO BE MNDOT DETECTABLE

WARNING SURFACE, COATED YELLOW. DOMES

ARE TO BE THE TYPE THAT ARE SET IN WET

CONCRETE OR ARE SCREWED INTO CURED

CONCRETE WITH STAINLESS STEEL SCREWS

AND ANCHORS.

50%-65% OF BASE

DIAMETER

SCALE:4

TRUNCATED DOMES

NTS SCALE:5

MNDOT TYPE B612 CURB TO MNDOT TYPE D412 CURB TRANSITION

NTS

MNDOT TYPE B612 CURB

SEE 7/1375-C502

2.0'

2.0'

TRANSITION PANEL

TRANSITION PANEL

MNDOT TYPE B612 CURB

SEE 7/1375-C502

MNDOT TYPE D412 CURB

SEE 7/1375-C502

SCALE:3

GRADING ENLARGEMENT C

1"= 5'

TOC 800.1

6 FT TRANSITION

CURB

PROJECT DESCRIPTION/LOCATION

THE VA WOMEN'S CLINIC IS LOCATED IN THE CITY OF MINNEAPOLIS IN HENNEPIN COUNTY,

BOUNDED BY EXISTING BUILDINGS AND LOTS THAT ENCOMPASS THE MINNEAPOLIS VA MEDICAL

CENTER. LOCATED IN MINNEHAHA CREEK WATERSHED DISTRICT, THE PROPOSED SITE

ENCOMPASSES 3.94 ACRES.

THE PLANNED SCOPE OF THE PROJECT INCLUDES:

· THE INSTALLATION OF EROSION CONTROL MEASURES AS REQUIRED FOR THE MASS

GRADING OF THE SITE FOR THE CONSTRUCTION OF THE VA WOMEN'S CLINIC AND

ASSOCIATED PARKING LOTS.

· GRADING AS REQUIRED FOR THE INSTALLATION OF THE STRUCTURES, ROADS, AND

PARKING LOTS.

· INSTALLATION OF STORM SEWER.

· PLACEMENT OF CONCRETE AS REQUIRED TO ESTABLISH CURB, GUTTER, AND SIDEWALKS

THROUGHOUT THE SITE.

· CONSTRUCTION OF THE CLINIC.

RECEIVING WATERS

THESE WATERS ARE LOCATED WITHIN ON MILE (AERIAL RADIUS) OF THE PROJECT LIMITS AND RECEIVE RUNOFF FROM THE PROJECT SITE. DUE TO THE PROXIMITY OF THE RECEIVING WATERS, THE BMPS DESCRIBED IN APPENDIX A OF THE NPDES PERMIT MAY APPLY TO ALL AREAS OF THE

SITE.

DUE TO THE PROXIMITY OF MINNEHAHA CREEK AND THE MISSISSIPPI RIVER, THE FOLLOWING

WILL BE IMPLEMENTED ACCORDING TO THE MPCA REQUIREMENTS FOR DISCHARGING INTO

IMPAIRED WATERS:

1. PERMITEES MUST IMMEDIATELY INITIATE STABILIZATION OF EXPOSED SOIL AREAS, AS

DESCRIBED IN ITEM 8.4 OF THE NPDES CONSTRUCTION GENERAL PERMIT, AND COMPLETE

THE STABILIZATION WITH SEVEN (7) CALENDAR DAYS AFTER THE CONSTRUCTION ACTIVITY IN

THAT PORTION OF THE SITE TEMPORARILY OR PERMANENTLY CEASES.

SOIL TYPES

SOIL TYPES TYPICALLY FOUND ON THIS PROJECT RANGE FROM SOIL TYPE A TO SOIL TYPE D. PER

ONLINE WEB SOIL SURVEY. THE MAJORITY OF THE SOILS PRESENT AT THE SITE ARE URBAN

LAND-UDIPSAMMENTS (CUT AND FILL) WITH URBAN LAND-HUBBARD COMPLEX, FORADA SANDY

LOAM AND SANDBERG LOAMY COARSE SAND MAKING UP THE REMAINDER OF THE SITE.

LONG TERM MAINTENANCE AND OPERATION

THE MINNEAPOLIS VA HAS ENTERED INTO A MAINTENANCE AGREEMENT WITH THE CITY OF

MINNEAPOLIS THAT IDENTIFIES THE AGENCY THAT IS RESPONSIBLE FOR ONGOING MAINTENANCE, AND HOW RESPONSIBILITY WILL BE TRANSFERRED TO OTHER AGENTS. OR PRIVATELY

MAINTAINED.

PROJECT PERSONNEL AND TRAINING

THIS SWPPP WAS PREPARED BY PERSONNEL THAT ARE VERIFIED IN THE DESIGN OF

CONSTRUCTION SWPPP. COPIES OF THE CERTIFICATIONS ARE ON FILE WITH THE ENGINEER.

PROVIDE A CERTIFIED EROSION CONTROL SUPERVISOR IN GOOD STANDING WHO IS

KNOWLEDGEABLE AND EXPERIENCED IN THE APPLICATION OF EROSION PREVENTION AND

SEDIMENT CONTROL BEST MANAGEMENT PRACTICES. THE EROSION CONTROL SUPERVISOR WILL

WORK WITH THE PROJECT ENGINEER / SWPPP DESIGNER TO OVERSEE THE IMPLEMENTATION OF

THE SWPPP AND THE INSTALLATION, INSPECTION, AND MAINTENANCE OF THE EROSION

PREVENTION AND SEDIMENT CONTROL BMPS BEFORE, DURING, AND AFTER CONSTRUCTION

UNTIL THE NOTICE OF TERMINATION (NOT) HAS BEEN FILED WITH THE MPCA. PROVIDE PROOF OF

CERTIFICATION AT THE PRE-CONSTRUCTION MEETING. WORK WILL NOT BE ALLOWED TO

COMMENCE UNTIL PROOF OF CERTIFICATION HAS BEEN PROVIDED TO THE PROJECT ENGINEER.

PROVIDE AT LEAST ONE CERTIFIED INSTALLER FOR EACH CONTRACTOR OR SUBCONTRACTOR

THAT INSTALLS THE PRODUCTS LISTED IN MNDOT SPECIFICATION SECTION 2573.3.A.2 CERTIFIED

INSTALLERS. PROVIDE PROOF OF CERTIFICATION AT THE PRE-CONSTRUCTION MEETING. WORK

WILL NOT BE ALLOWED TO COMMENCE UNTIL PROOF OF CERTIFICATION HAS BEEN PROVIDED TO

THE PROJECT ENGINEER.

CHAIN OF RESPONSIBILITY

THE OWNER AND CONTRACTOR ARE CO-PERMITTEES FOR THE NATIONAL POLLUTANT DISCHARGE

ELIMINATION SYSTEM (NPDES) CONSTRUCTION PERMIT. THE CONTRACTOR IS RESPONSIBLE TO

COMPLY WITH ALL ASPECTS OF THE NPDES CONSTRUCTION PERMIT AT ALL TIMES UNTIL THE

NOTICE OF TERMINATION (NOT) HAS BEEN FILED WITH THE MPCA THE CONTRACTOR WILL

DEVELOP A CHAIN OF COMMAND WITH ALL OPERATORS ON THE SITE TO ENSURE THAT THE

SWPPP WILL BE IMPLEMENTED AND STAY IN EFFECT UNTIL THE CONSTRUCTION PROJECT IS

COMPLETE, THE ENTIRE SITE HAS UNDERGONE FINAL STABILIZATION, AND A NOTICE OF

TERMINATION (NOT) HAS BEEN SUBMITTED TO THE MPCA.

PROJECT CONTACTS

THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF THE SWPPP AND INSTALLATION,

INSPECTION, AND MAINTENANCE OF THE EROSION PREVENTION AND SEDIMENT CONTROL BMPS

BEFORE, DURING, AND AFTER CONSTRUCTION UNTIL THE NOTICE OF TERMINATION (NOT) HAS

BEEN FILED.

*CERTIFIED FOR DESIGN OF CONSTRUCTION SWPPP BY UNIVERSITY OF MINNESOTA, EXPIRES

5/31/22

MPCA DUTY OFFICER 24 HOUR EMERGENCY NOTIFICATION:

651-649-5451 OR 800-422-0798

SITE INSPECTION AND MAINTENANCE

CONTRACTOR SHALL PROVIDE NAME, CONTACT INFO, AND TRAINING DOCUMENTATION FOR THE

PERSON RESPONSIBLE FOR SWPPP IMPLEMENTATION AND INSPECTION/MAINTENANCE OF BMPS.

INSPECT THE ENTIRE CONSTRUCTION SITE A MINIMUM OF ONCE EVERY SEVEN DAYS DURING

ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5

INCHES WITHIN A 24 HOUR TIME FRAME. INSPECT ALL TEMPORARY AND PERMANENT WATER

QUALITY MANAGEMENT, EROSION PREVENTION AND SEDIMENT CONTROL BMPS UNTIL THE SITE

HAS UNDERGONE FINAL STABILIZATION AND THE N.O.T. HAS BEEN SUBMITTED. INSPECT SURFACE

WATER INCLUDING DRAINAGE DITCHES FOR SIGNS OF EROSION AND SEDIMENT DEPOSITION.

INSPECT CONSTRUCTION SITE VEHICLE EXIT LOCATIONS FOR EVIDENCE OF TRACKING ONTO

PAVED SURFACES. INSPECT SURROUNDING PROPERTIES FOR EVIDENCE OF OFF SITE SEDIMENT

ACCUMULATION.

RECORD ALL INSPECTIONS AND MAINTENANCE ACTIVITIES IN WRITING WITHIN 24 HOURS. SUBMIT

INSPECTION REPORTS IN A FORMAT THAT IS ACCEPTABLE TO THE PROJECT ENGINEER.

FOR PROJECTS THAT DISCHARGE TO PROHIBITED WATERS, CONDUCT ROUTINE SITE

INSPECTIONS AT A MINIMUM OF ONCE EVERY 72 HOURS (3 DAYS).

INCLUDE THE FOLLOWING IN THE RECORDS OF EACH INSPECTION AND MAINTENANCE ACTIVITY:

A. DATE AND TIME OF INSPECTIONS

B. NAME OF PERSONS CONDUCTING INSPECTIONS

C. FINDINGS OF INSPECTIONS, INCLUDING RECOMMENDATIONS FOR CORRECTIVE ACTIONS

D. CORRECTIVE ACTION TAKEN, INCLUDING DATES, TIMES, AND PARTY COMPLETING

MAINTENANCE ACTIVITIES

E. DATE AND AMOUNT OF ALL RAINFALL EVENTS GREATER THAN 0.5 INCH IN 24 HOURS

F. DOCUMENTS AND CHANGES MADE TO THE SWPPP

REPLACE, REPAIR OR SUPPLEMENT ALL NONFUNCTIONAL BMPS BY IN THE TIME PROVIDED

BELOW:

A. REPAIR, REPLACE, OR SUPPLEMENT PERIMETER CONTROL DEVICES WHEN IT BECOMES

NONFUNCTIONAL OR SEDIMENT REACHES 12 THE HEIGHT OF THE DEVICE. COMPLETE

REPAIRS BY

B. THE END OF THE NEXT BUSINESS DAY FOLLOWING DISCOVERY.

C. REPAIR OR REPLACE INLET PROTECTION DEVICES WHEN THEY BECOME NONFUNCTIONAL

OR SEDIMENT REACHES 12 THE HEIGHT AND/OR DEPTH OF THE DEVICE. COMPLETE

REPAIRS BY THE END OF THE NEXT BUSINESS DAY FOLLOWING DISCOVER.

D. DRAIN AND REMOVE SEDIMENT FROM TEMPORARY AND PERMANENT SEDIMENT BASINS

ONCE THE SEDIMENT HAS REACHED 12 THE STORAGE VOLUME. COMPLETE WORK WITHIN

72 HOURS OF DISCOVERY.

E. REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATER INCLUDING

DRAINAGE WAYS, CATCH BASINS, AND OTHER DRAINAGE SYSTEMS. RESTABILIZED ANY

AREAS THAT ARE DISTURBED BY SEDIMENT REMOVAL OPERATION. SEDIMENT REMOVAL

AND STABILIZATION MUST BE COMPLETED WITHIN 7 DAYS OF DISCOVERY. PREPARE AND

SUBMIT A SITE MANAGEMENT PLAN FOR WORKING IN SURFACE WATERS.

F. REMOVE TRACKED SEDIMENT FROM PAVED SURFACES BOTH ON AND OFF SITE WITHIN 24

HOURS OF DISCOVERY. STREET SWEEPING MAY HAVE TO OCCUR MORE OFTEN TO

MINIMIZE OFF SITE IMPACTS. LIGHTLY WET THE PAVEMENT PRIOR TO SWEEPING

G. MAINTAIN ALL BMPS UNTIL WORK HAS BEEN COMPLETED, SITE HAS GONE UNDER FINAL

STABILIZATION, AND THE NOTICE OF TERMINATION (NOT) HAS BEEN SUBMITTED TO THE

MPCA.

AREA SUMMARY

SPECIAL SITE NOTES

IF SITE REQUIRES PERMANENT STORMWATER MANAGEMENT HYDROLOGIC AND WATER QUALITY

MODELING DATA IS AVAILABLE UPON REQUEST.

THE SWPPP COORDINATOR MUST BE AVAILABLE FOR AN ONSITE INSPECTION WITHIN 72 HOURS

UPON REQUEST BY THE MPCA AND SHALL BE RESPONSIBLE FOR THE FOLLOWING:

· SUBMIT THE NPDES PERMIT APPLICATION AND COMPLY WITH ALL REQUIREMENTS

· IMPLEMENT THE SWPPP.

· OVERSEE INSTALLATION AND MAINTENANCE PRACTICES AND REPAIRS IDENTIFIED IN THE

SWPPP.

· IMPLEMENT AND OVERSEE EMPLOYEE TRAINING AND RECORD IN OR WITH THE SWPPP.

· CONDUCT OR PROVIDE FOR INSPECTION AND MONITORING ACTIVITIES AND MAINTAIN

LOGS AS PERMIT REQUIRES.

· IDENTIFY OTHER POTENTIAL POLLUTANT SOURCES NOT LISTED IN THE SWPPP AND ADD

THEM.

· IDENTIFY ANY DEFICIENCIES IN THE SWPPP AND CORRECT THEM.

· ENSURE THAT CHANGES TO CONSTRUCTION PLANS ARE ADDRESSED IN THE SWPPP.

· FILE THE NOTICE OF TERMINATION UPON PROJECT COMPLETION.

AFTER THE NOTICE OF TERMINATION HAS BEEN FILED, THE OWNER SHALL BE RESPONSIBLE FOR

ASSIGNING RESPONSIBILITY FOR PERMANENT MAINTENANCE MEASURES.

PERMITS

THE FOLLOWING PERMITS APPLY TO THIS PROJECT:

NOTE: IF THE 25' BUFFERS ARE MAINTAINED FROM THE WETLANDS, ADDITIONAL PERMITS WILL

NOT BE REQUIRED.

LOCATION OF SWPPP REQUIREMENTS

THE REQUIRED SWPPP ELEMENTS MAY BE LOCATED IN MANY PLACES

WITHIN THE PLAN SET.

SWPPP AMENDMENTS

A QUALIFIED INDIVIDUAL MUST COMPLETE ALL SWPPP CHANGES. CHANGES INVOLVING THE USE

OF A LESS STRINGENT BMP MUST INCLUDE A JUSTIFICATION DESCRIBING HOW THE

REPLACEMENT BMP IS EFFECTIVE FOR THE SITE CHARACTERISTICS.

PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS

NECESSARY TO CORRECT PROBLEMS IDENTIFIED OF ADDRESS SITUATIONS WHENEVER THERE IS

A CHANGE IN DESIGN, CONSTRUCTION OPERATION, MAINTENANCE, WEATHER, OR SEASONAL

CONDITIONS HAVING A SIGNIFICANT EFFECT ON THE DISCHARGE OF POLLUTANTS TO SURFACE

WATERS OR GROUNDWATER.

PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS

NECESSARY TO CORRECT PROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER

INSPECTIONS OR INVESTIGATIONS BY THE SITE OWNER OR OPERATOR, USEPA OR MPCA

OFFICIALS INDICATE THE SWPPP IS NOT EFFECTIVE IN ELIMINATING OR SIGNIFICANTLY MINIMIZING

THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR GROUNDWATER OR THE DISCHARGES

ARE CAUSING WATER QUALITY STANDARD EXCEEDANCE OR THE SWPPP IS NOT CONSISTENT

WITH THE OBJECTIVES OF A USEPA APPROVED TMDL.

STABILIZATION TIME FRAMES

ALL AREAS DISTURBED BY CONSTRUCTION WILL RECEIVE SEED OR SOD ACCORDING TO THE

PLANS AND SPECIFICATIONS AND WITHIN THE SPECIFIED VEGETATIVE TIME SCHEDULE. FINAL STABILIZATION WILL OCCUR WHEN THE SITE HAS A UNIFORM VEGETATIVE COVER WITH A DENSITY

OF 70% OVER THE ENTIRE DISTURBED AREA COMPARED TO EXISTING CONDITIONS. ALL

TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMPS MUST BE

REMOVED AS PART OF THE SITE FINAL STABILIZATION. ALL SEDIMENT MUST BE CLEANED OUT OF

CONVEYANCES AND TEMPORARY SEDIMENTATION BASINS IF APPLICABLE.

1. INITIATE INLET STABILIZATION IMMEDIATELY WHEN CONSTRUCTION HAS TEMPORARILY OR

PERMANENTLY CEASED ON ANY PORTION OF THE SITE. COMPLETE STABILIZATION WITHIN

THE TIME FRAME LISTED. IN MANY INSTANCES THIS WILL REQUIRE STABILIZATION TO OCCUR

MORE THAN ONCE DURING THE COURSE OF THE PROJECT. TEMPORARY SOIL STOCKPILES

WITHOUT SIGNIFICANT CLAY OR SILT AND STOCKPILED AND CONSTRUCTED ROAD BASE ARE

NOT APPROPRIATE AND THEREFORE EXEMPT FROM THE STABILIZATION REQUIREMENT.

2. APPLICATION OF MULCH, HYDROMULCH, TACKIFIER AND POLYACRYLAMIDE ARE NOT

ACCEPTABLE STABILIZATION METHODS IN THESE AREAS.

3. STABILIZE ALL AREAS OF THE SITE PRIOR TO THE ONSET OF WINTER, ANY WORK STILL BEING

PERFORMED WILL BE SNOW MULCHED, SEEDED, AND BLANKETED WITHIN THE TIME FRAMES

IN THE NPDES PERMIT.

4. TOPSOIL BERMS MUST BE STABILIZED IN ORDER TO BE CONSIDERED PERIMETER CONTROL

BMPS. USE RAPID STABILIZATION METHOD 2, 3, OR 4 AS DIRECTED BY THE ENGINEER. THE

SEED MIX USED IN THE RAPID STABILIZATION MAY BE SUBSTITUTED AS FOLLOWS:

A. SINGLE YEAR CONSTRUCTION BETWEEN MAY 1 - AUGUST 1, SEED WITH SEED MIXTURE

21.111

B. SINGLE YEAR CONSTRUCTION BETWEEN AUGUST 1 AND OCTOBER 31, SEED WITH

SEED MIXTURE 21-112

C. MULTI YEAR CONSTRUCTION 22-111

5. KEEP DITCHES AND EXPOSED SOILS IN AN EVEN ROUGH GRADED CONDITION IN ORDER TO BE

ABLE TO APPLY EROSION CONTROL MULCHES, HYDROMULCHES AND BLANKETS.

GENERAL SWPPP NOTES FOR CONSTRUCTION ACTIVITY

1. CONTRACTOR SHALL AMEND THE SWPPP AND DOCUMENT ANY AND ALL CHANGES TO THE

SWPPP AND ASSOCIATED PLAN SHEETS WITHIN 7 DAYS UPON IMPLEMENTATION. STORE THE

SWPPP AND ALL AMENDMENTS ON SITE AT ALL TIMES.

2. PREPARE AND SUBMIT A SITE MANAGEMENT PLAN FOR THE ENGINEER'S ACCEPTANCE FOR

CONCRETE MANAGEMENT, CONCRETE SLURRY APPLICATION AREAS, WORK IN AND NEAR

AREAS OF ENVIRONMENTAL SENSITIVITY, AREAS IDENTIFIED IN THE PLANS AS "SITE

MANAGEMENT PLAN AREA", ANY WORK THAT WILL REQUIRE DEWATERING, AND AS

REQUESTED BY THE ENGINEER. SUBMIT ALL SITE MANAGEMENT PLANS TO THE ENGINEER IN

WRITING. ALLOW ALL MINIMUM OF 7 DAYS FOR THE ENGINEER TO REVIEW AND ACCEPT SITE

MANAGEMENT PLAN SUBMITTALS. WORK WILL NOT BE ALLOWED TO COMMENCE IF A SITE

MANAGEMENT PLAN IS REQUIRED UNTIL ACCEPTANCE HAS BEEN GRANTED BY THE

ENGINEER. THERE WILL BE NO EXTRA TIME ADDED TO THE CONTRACT DUE TO THE UNTIMELY

SUBMITTAL.

3. IT IS THE DESIGNER'S INTENT THAT THE CONTRACTOR BUILD PONDS AND INSTALL EROSION

CONTROL BMPS BEFORE PUTTING THEM INTO ACTIVE SERVICE TO THE MAXIMUM EXTENT

PRACTICABLE.

4. BURNING OF ANY MATERIAL IS NOT ALLOWED WITHIN PROJECT BOUNDARY.

5. DO NOT DISTURB AREAS OUTSIDE OF THE CONSTRUCTION LIMITS. DELINEATE AREAS NOT TO

BE DISTURBED PRIOR TO STARTING GROUND DISTURBING ACTIVITIES. IF IT BECOMES

NECESSARY TO DISTURBED AREAS OUTSIDE OF THE CONSTRUCTION LIMITS OBTAIN WRITTEN

PERMISSION FROM THE PROJECT ENGINEER PRIOR TO PROCEEDING. PRESERVE ALL

NATURAL BUFFERS SHOWN ON THE PLANS.

6. ROUT STORMWATER AROUND UNSTABILIZED AREAS OF THE SITE WHENEVER FEASIBLE.

PROVIDE EROSION CONTROL AND VELOCITY DISSIPATION DEVICES AS NEEDED TO KEEP

CHANNELS FROM ERODING AND TO PREVENT NUISANCE CONDITIONS AT THE OUTLET.

7. DIRECT DISCHARGES FROM BMPS TO VEGETATED AREA WHENEVER FEASIBLE. PROVIDE

VELOCITY DISSIPATION DEVICES AS NEEDED TO PREVENT EROSION.

8. THE EROSION PREVENTION AND SEDIMENT CONTROL BMPS SHALL BE PLACED AS

NECESSARY TO MINIMIZE EROSION FROM DISTURBED SURFACES AND TO CAPTURE

SEDIMENT ON SITE. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO

COMMENCEMENT OF ANY REMOVAL WORK AND/OR GROUND DISTURBING ACTIVITIES

COMMENCE.

9. ESTABLISH SEDIMENT CONTROL DEVICES ON ALL DOWN GRADIENT PERIMETERS AND UP

GRADIENT OF ANY BUFFER ZONES BEFORE AND UP GRADIENT LAND DISTURBING ACTIVITIES

BEGIN. MAINTAIN SEDIMENT CONTROL DEVICES UNTIL CONSTRUCTION IS COMPLETE AND THE

SITE IS STABILIZED.

10. LOCATE PERIMETER CONTROL ON THE CONTOUR TO CAPTURE OVERLAND, LOW-VELOCITY

SHEET FLOWS DOWN GRADIENT OF ALL EXPOSED SOILS AND PRIOR TO DISCHARGING TO

SURFACE WATERS. PLACE J-HOOKS AT A MAXIMUM OF 100 FOOT INTERVALS.

11. PROVIDE PERIMETER CONTROL AROUND ALL STOCKPILES. PLACE BMP A MINIMUM 5 FEET

FROM THE TOE OF SLOPE WHERE FEASIBLE. DO NOT PLACE STOCKPILES IN NATURAL BUFFER

AREAS, SURFACE WATERS OR STORMWATER CONVEYANCES.

12. FLOATING SILT CURTAIN IS ALLOWED AS PERIMETER CONTROL FOR IN WATER WORK ONLY.

INSTALL THE FLOATING SILT CURTAIN AS CLOSE TO SHORE AS POSSIBLE. PLACE PERIMETER

CONTROL BMP ON LAND IMMEDIATELY AFTER THE IN WATER WORK IS COMPLETED.

13. DITCH CHECKS WILL BE PLACED AS INDICATED ON THE PLANS DURING ALL PHASES OF

CONSTRUCTION.

14. PLACE CONSTRUCTION EXITS, AS NECESSARY, TO PREVENT TRACKING OF SEDIMENT ONTO

PAVED SURFACES BOTH ON AND OFF THE PROJECT SITE. PROVIDE CONSTRUCTION EXITS OF

SUFFICIENT SIZE TO PREVENT TRACK OUT. MAINTAIN CONSTRUCTION EXITS WHEN EVIDENCE

OF TRACKING IS DISCOVERED. REGULAR STREET SWEEPING IS NOT AN ACCEPTABLE

ALTERNATIVE TO PROPER CONSTRUCTION EXIT INSTALLATION AND MAINTENANCE.

CONSTRICTION EXITS ARE INCIDENTAL.

15. DISCHARGE TURBID OR SEDIMENT LADEN WATER TO TEMPORARY SEDIMENT BASINS

WHENEVER FEASIBLE. IN THE EVENT THAT IT IS NOT FEASIBLE TO DISCHARGE THE SEDIMENT

LADEN WATER TO A TEMPORARY SEDIMENT BASIN, THE WATER MUST BE TREATED SO THAT IT

DOES NOT CAUSE A NUISANCE CONDITION IN THE RECEIVING WATERS OR TO DOWNSTREAM

LANDOWNERS. CLEAN OUT ALL PERMANENT STORMWATER BASINS REGARDLESS OF

WHETHER USED AS TEMPORARY SEDIMENT BASINS OR TEMPORARY SEDIMENT TRAPS TO

THE DESIGN CAPACITY AFTER ALL UP GRADIENT LAND DISTURBING ACTIVITY IS COMPLETED.

16. PROVIDE SCOUR PROTECTION AT ANY OUTFALL OF DEWATERING ACTIVITIES.

17. PROVIDE STABILIZATION IN ANY TRENCHES CUT FOR DEWATERING OR SITE DRAINING

PURPOSES.

POLLUTION PREVENTION

1. PROVIDE A SPILL KIT AT EACH WORK LOCATION ON THE SITE.

2. STORE ALL BUILDING MATERIALS THAT HAVE THE POTENTIAL TO LEACH POLLUTANTS,

PESTICIDES, HERBICIDES, INSECTICIDES. FERTILIZERS, TREATMENT CHEMICALS, AND

LANDSCAPE MATERIALS UNDER COVER WITH SECONDARY CONTAINMENT.

3. PROVIDE A SECURE STORAGE AREA WITH RESTRICTED ACCESS FOR ALL HAZARDOUS

MATERIALS AND TOXIC WASTE. RETURN ALL HAZARDOUS MATERIALS AND TOXIC WASTE TO

THE DESIGNATED STORAGE AREA AT THE END OF THE BUSINESS DAY UNLESS INFEASIBLE.

STORE ALL HAZARDOUS MATERIALS AND TOXIC WASTE (INCLUDING BUT NOT LIMITED TO OIL,

DIESEL FUEL, GASOLINE, HYDRAULIC FLUIDS, PAINT, PETROLEUM BASED PRODUCTS, WOOD

PRESERVATIVES, ADDITIVES, CURING COMPOUNDS, AND ACIDS) IN SEALED CONTAINERS

STORM WATER POLLUTION PREVENTION PLAN NARRATIVE - PAGE 1 OF 2

PROJECT

SITE

1-MILE

RADIUS

AROUND

PROJECT

MISSISSIPPI

RIVER

CONTACT INFORMATION

ORGANIZATION CONTACT NAME PHONE

MINNEAPOLIS VA

ANDERSON ENGINEERING (SWPPP DESIGN) JACOB DOBIAS 763-412-4000

[CONTRACTOR]

ACREAGE SUMMARY

AREA ACRES

PROPERTY 110.37

DISTURBED 1.48

IMP. PRE-CONSTRUCTION 0.76

IMP. POST-CONSTRUCTION 1.12

NEW IMP. 0.36

PERVIOUS AT COMPLETION 0.36

AGENCY TYPE OF PERMIT PERMIT # AND DATES

MINNESOTA POLLUTION

CONTROL AGENCY (MPCA)

NPDES CONSTRUCTION

PERMIT

AREA TIME FRAME NOTES

LAST 200 LINEAL FEET OF DRAINAGE

DITCH OR SWALE

WITHIN 24 HOURS OF CONNECTION TO

SURFACE WATER OR PROPERTY EDGE

1, 2, 3

REMAINING PORTIONS OF DRAINAGE

DITCH OR SWALE 7 DAYS 1, 3

PIPE AND CULVERT OUTLETS 24 HOURS

STOCKPILES 7 DAYS 1

WATERS WITHIN 1 MILE RADIUS

NAME OF WATER

BODY

TYPE (LAKE,

RIVER,

WETLAND,

DITCH, ETC)

APPENDIX A

SPECIAL WATER

(YES OR NO)

IMPAIRED

WATER WITHIN 1

MILE OF

PROJECT SITE

(YES OR NO)

APPROVED

TMDL

RECEIVING

WATERS

(YES OR NO)

MISSISSIPPI RIVER RIVER YES YES YES NO

MINNEHAHA CREEK RIVER YES YES YES NO

MINNEHAHA

CREEK

STORMWATER POLLUTION

PREVENTION PLAN

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 v a m pl s w om en s cl in ic m am m og ra ph y ad dn c iv il\ _0 ca d fil es s he et s\

8_ sw pp p.

dw da m av ed

:7 /3

1/

:5 lo t:7 /3

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 # 15328

WOMEN'S CLINIC &

MAMMOGRAPHY ADDITION

618-181

05/26/2023

1 VETERANS DRIVE

CONSTRUCTION

DOCUMENTS

Date: Dwg. of 115

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 #

SIGNATURE:

PRINT NAME:

ERIC SAUTBINE

7301 OHMS LANE

SUITE #215

(952) 854-9302 TEL.

© PROPERTY OF ADVANCED

STRUCTURAL TECHNOLOGIES.

THIS DOCUMENT…