Amendment 0003 656-20-134 BD Civil Plans 051820201_CS101-CS102.pdf

PDF 2 MB Posted May 2, 2023

Attached to: Roads West Project - VA St. Cloud, MN
Solicitation number: W912ES22B0023
Issued by: Department of the Army Corps of Engineers Engineering District St Paul

About this file

Written by GovTribe AI · Dec 28, 2023

This document package includes civil engineering plans and specifications for a federal construction project. The project involves reconstructing roads, sidewalks, and installing storm sewer lines on the western half of the VA St. Cloud campus in Minnesota. Work includes removing and replacing designated sidewalk sections, phased road reconstruction, and installing storm sewers and manholes. The solicitation was issued by the Army Corps of Engineers St. Paul District for the Roads West Project at the VA Medical Center in St. Cloud, Minnesota. The specifications provide construction details on pavement removal and replacement, drainage, utilities, signage, and accessibility requirements. Deductive alternates are included for various removal and replacement work.

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Other files

File	Type	Posted
Abstract Roads West St. Cloud VA W912ES22B0023 .pdf	PDF	May 9, 2023
Amendment 0003 Detail 6_Sheet CU-101.pdf	PDF	May 2, 2023
Amendment 0003.pdf	PDF	May 2, 2023
Amendment 0002.pdf	PDF	Apr 27, 2023
Amendment 0001 St. Cloud VA Roads West.pdf	PDF	Apr 20, 2023
Specifications - Roads West Project at the St. Cloud VA version 31 Mar 2023 .pdf	PDF	Mar 31, 2023
Drawings - Roads West Project at the St. Cloud VA .pdf	PDF	Mar 31, 2023

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12+00

13+00

14+00

R 20.00

R2 0.

R10.00

R 8.00

R430.10

R 200.00

R75.00

18.00

.54

R6.00

14+00

15+00

16+00

17+00

18+00 19+00 20+00 21+00 21+13

R6.00

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

Fi le

P at h:

\1 c iv il\ _0 ca d fil es s he et s\

6_ c_ si te a nd u til ity p la n.

dw g e di t:iw eb er sa ve d:5 /6

M p lo t:5 /6

A M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD

321 4 5 6 7 8 9 10

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

ST. CLOUD, MINNESOTA

BIDDING

DOCUMENTS

Date:

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:

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

55502

RECONSTRUCT ROADS

WEST CAMPUS

656-20-134

MULTIPLE

MAY 7, 2021

ST. CLOUD, MINNESOTA

IJW

05.07.2021

BIDDING DOCUMENTS

IJW05-07-2021

SCALE:1

SITE AND PAVING PLAN - BUILDING 104 VACINITY

1"=30'

MATCH LINE 2/CS-101

SCALE:2

SITE AND PAVING PLAN - NORTH PARKING LOT VACINITY

1"=30' SCALE:3

SITE AND PAVING PLAN - WEST OF BUILDINGS 49 AND 50

1"=30'

BUILDING 104

B U

BUILDING 48

BUILDING 50

BUILDING 49

0 30' 60'

MATCH LINE 1/CS-101

MATCH LINE 3/CS-101

MATCH LINE 2/CS-101

MATCH LINE 1/CS-102

INSTALL NEW ASPHALT PAVEMENT

NEW S512 CONCRETE CURB AND GUTTER

REPLACE CONCRETE SIDEWALK PER 4/CJ-501. FINISHED GRADE OF SIDEWALK

TO MATCH EXISTING

INSTALL NEW TREE. SEE LANDSCAPE PLAN.

INSTALL NEW CONCRETE SIDEWALK PER 4/CJ-501

REINSTALL SALVAGED SIGN. FOUNDATION TO MATCH EXISTING

NEW PARKING LOT STRIPING, PER 7/CS-102

INSTALL NEW CONCRETE SIDEWALK PER 4/CJ-501. SIDEWALK TO BE CROWNED

AT CENTER WITH 2% CROSS SLOPE.

ACCESSIBLE PARKING AREA, PER 7/CS-102

PROVIDE THREE FOOT TAPER TO FLUSH AT END OF CURB.

REPLACE CONCRETE SPILLWAY PER 12/CJ-501

REPLACE CONCRETE COLLAR AND GRATE IN KIND.

REPLACE CONCRETE COLLAR IN KIND.

MILL AND OVERLAY EXISTING PAVEMENT. GRADE AND GEOMETRY TO MATCH

EXISTING. DEDUCT ALTERNATE #2.

INSTALL NEW PED RAMP.

KEYNOTES:

LEGEND:

NEW STORM SEWER

REPLACE CONCRETE

SIDEWALK / PAVEMENT PER

4/CJ-501

NEW ASPHALT PAVEMENT

PER 2/CJ-501

NEW CONCRETE CURB

AND GUTTER

NEW CATCH BASIN

NEW CONCRETE

VALLEY GUTTER

1. UTILITY INFORMATION IS BASED ON A 2018 SURVEY PERFORMED BY ANDERSON

ENGINEERING AND INFORMATION SUPPLIED BY THE VA. CONTRACTOR TO VERIFY

ALL UNDERGROUND UTILITIES AS NECESSARY TO COMPLETE WORK. CONTRACTOR

TO HIRE A PRIVATE UTILITY LOCATOR. UTILITIES ON PLANS MAY VARY FROM

EXISTING CONDITIONS. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED

TO UTILITIES WHETHER SHOWN, NOT SHOWN, OR SHOWN INCORRECTLY. NOTIFY

COR IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND.

2. ALL WORK TO BE CONSTRUCTED IN A LEGAL MANNER IN ACCORDANCE WITH 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. ALL LANDSCAPED AREAS DISTURBED TO BE RESTORED WITH SALT TOLERANT SOD

PER MNDOT STANDARD SPECIFICATION SECTION 3878.2.C

GENERAL NOTES:

MILL AND OVERLAY ASPHALT

PAVEMENT PER 3/CJ-501

DEDUCT ALTERNATE #2

R599.50

R3.00

R20 .00

R20.00

R1 5.

SITE AND

PAVING PLAN

CS-101

DEDUCT ALTERNATE #3

MILL AND OVERLAY PAVEMENT

FROM STA 15+55.87 TO 20+86.62

DEDUCT ALTERNATE #4

FULL DEPTH PAVEMENT

REPLACEMENT FROM

STA 10+50 TO 15+55.87

DEDUCT ALTERNATE #4

DEDUCT ALTERNATE #3

BASE BID

DEDUCT ALTERNATE #1

SERIES 400 STORM

SEWER REPLACEMENT

AND ASSOCIATED

PAVEMENT AND

SIDEWALK

REMOVAL/REPLACEMENT.

DEDUCT ALTERNATE #4

FULL DEPTH PAVEMENT

REPLACEMENT FROM

STA 10+50 TO 15+55.87

1. DEDUCT ALTERNATE #2 INCLUDES THE REMOVEMENT AND REPLACEMENT OF

EXISTING SIDEWALKS. SEE SHEETS CD-101 AND CD-102 FOR DEDUCT ALTERNATE

LIMITS.

2. DEDUCT ALTERNATE #5 INCLUDES THE REMOVEMENT AND REPLACEMENT OF

EXISTING SIDEWALKS AND PARKING LOTS. SEE SHEETS CD-101 AND CD-102 FOR

DEDUCT ALTERNATE LIMITS.

DEDUCT ALTERNATE NOTES

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STEPS

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CONCRETE CURB

AutoCAD SHX Text

CONCRETE CURB

AutoCAD SHX Text

CONCRETE CURB

AutoCAD SHX Text

CONCRETE CURB

AutoCAD SHX Text

CONCRETE CURB

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STEPS

AutoCAD SHX Text

CONCRETE CURB

AutoCAD SHX Text

CONCRETE CURB

AutoCAD SHX Text

CONCRETE CURB

AutoCAD SHX Text 10003

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LKoppy PolyLine

LKoppy Line

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0+00

1+00

2+00

3+00

4+00

R3.00

R3.00R3.00

R3 .0

44.69

18.00 24.00

9.00

22.76

23.80

119.00 5.00

77.81

6.00

R5.00

R20 .00

R3 0.

R45.00

36.66 15.01

R25.00

R5.00

R85.00

R30.00

18.00

9.00

111.84

R5.00

3.06

R15.00

58.52 30.00

40.62

9.00

R17.50

R14.00

4.71

5+00

6+00

7+00

8+00 9+00 10+00 11+00 12+00 12+72

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

Fi le

P at h:

\1 c iv il\ _0 ca d fil es s he et s\

6_ c_ si te a nd u til ity p la n.

dw g e di t:iw eb er sa ve d:5 /6

M p lo t:5 /6

A M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD

321 4 5 6 7 8 9 10

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

ST. CLOUD, MINNESOTA

BIDDING

DOCUMENTS

Date:

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:

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

55502

RECONSTRUCT ROADS

WEST CAMPUS

656-20-134

MULTIPLE

MAY 7, 2021

ST. CLOUD, MINNESOTA

IJW

05.07.2021

BIDDING DOCUMENTS

IJW05-07-2021

INSTALL NEW ASPHALT PAVEMENT

NEW S512 CONCRETE CURB AND GUTTER

REPLACE CONCRETE SIDEWALK PER 1/CJ-501. FINISHED

GRADE OF SIDEWALK TO MATCH EXISTING

INSTALL NEW TREE. SEE LANDSCAPE PLAN.

INSTALL NEW CONCRETE SIDEWALK PER 4/CJ-501

REINSTALL SALVAGED SIGN. FOUNDATION TO MATCH

EXISTING

NEW PARKING LOT STRIPING, PER 7/CS-102

INSTALL NEW CONCRETE SIDEWALK PER 4/CJ-501.

SIDEWALK TO BE CROWNED AT CENTER WITH 2% CROSS

SLOPE.

ACCESSIBLE PARKING AREA, PER 7/CS-102

APPROXIMATE GARDEN SIDEWALKS SHOWN FOR

REFERENCE. GARDEN ARE WAS INACCESSIBLE AT THE TIME

OF SURVEY.

PROVIDE THREE FOOT TAPER TO FLUSH AT END OF CURB.

PROTECT EXISTING WALLS TO REMAIN.

INSTALL NEW PED. RAMP, PER 3/CS-102

INSTALL NEW CONCRETE VALLEY GUTTER, PER 7/CS-501

REPLACE ACCESS WAY TO GRAVEL PARKING LOT IN KIND.

NEW V412 CONCRETE CURB AND GUTTER, PER 1/CS-501

INSTALL NEW CROSSWALK MARKING PER 5/CS-102

INSTALL 4FT X 12 FT ADA LANDING.

KEYNOTES:

M A

/C S

-1

SCALE:2

SITE AND PAVING PLAN - SOUTHERN ROAD

1"=30'

0 30' 60'

SCALE:1

SITE AND PAVING PLAN - PARKING LOTS AND ROADS WEST OF BUILDING 51

1"=30'

M A

/C S

-1

MATCH LINE 3/CS-101 LEGEND:

NEW STORM SEWER

REPLACE CONCRETE

SIDEWALK / PAVEMENT PER

4/CJ-501

NEW ASPHALT PAVEMENT

PER 2/CJ-501

NEW CONCRETE CURB

AND GUTTER

NEW CATCH BASIN

NEW CONCRETE

VALLEY GUTTER

1. UTILITY INFORMATION IS BASED ON A 2018 SURVEY

PERFORMED BY ANDERSON ENGINEERING AND INFORMATION

SUPPLIED BY THE VA. CONTRACTOR TO VERIFY ALL

UNDERGROUND UTILITIES AS NECESSARY TO COMPLETE

WORK. CONTRACTOR TO HIRE A PRIVATE UTILITY LOCATOR.

UTILITIES ON PLANS MAY VARY FROM EXISTING CONDITIONS.

CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED TO

UTILITIES WHETHER SHOWN, NOT SHOWN, OR SHOWN

INCORRECTLY. NOTIFY COR IMMEDIATELY IF ANY

DISCREPANCIES ARE FOUND.

2. ALL WORK TO BE CONSTRUCTED IN A LEGAL MANNER IN

ACCORDANCE WITH 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. ALL LANDSCAPED AREAS DISTURBED TO BE RESTORED WITH

SALT TOLERANT SOD PER MNDOT STANDARD SPECIFICATION

SECTION 3878.2.C

GENERAL NOTES:

SITE AND

PAVING PLAN

CS-102

MILL AND OVERLAY ASPHALT

PAVEMENT PER 3/CJ-501

SCALE:3

PEDESTRIAN RAMP

NTS

SIGN TO MEET STATE

AND A.D.A. CODES

18"

12"

36"

PAVEMENT SURFACE

4" DIA. STEEL PIPE

W/ CONCRETE INFILL

SIGN POST

12"

SCALE:4

HANDICAP SPACE SIGN

NTS

6' M

WHITE PAINT

2'2'

SCALE:5

CROSSWALK MARKING

NTS

R19.00

BUILDING 51

4" PAINTED

PARKING STALL

LINES (YELLOW)

NOTES:

1. ALL PAVEMENT MARKINGS SHALL HAVE GLASS BEADS.

SCALE:7

HANDICAP STALL MARKING

NTS

DOME SPACING DOME SECTION

TRUNCATED

DOME (TYP)1.6"-2.4"

5/8" MIN. (TYP.)

(T Y

0.9"-1.4" 0.2"

50%-65% OF BASE

DIAMETER

SCALE:6

TRUNCATED DOME PANEL

NTS

1. DEDUCT ALTERNATE #2 INCLUDES THE REMOVEMENT AND

REPLACEMENT OF EXISTING SIDEWALKS. SEE SHEETS CD-101

AND CD-102 FOR DEDUCT ALTERNATE LIMITS.

2. DEDUCT ALTERNATE #5 INCLUDES THE REMOVEMENT AND

REPLACEMENT OF EXISTING SIDEWALKS AND PARKING LOTS.

SEE SHEETS CD-101 AND CD-102 FOR DEDUCT ALTERNATE

LIMITS.

DEDUCT ALTERNATE NOTES

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CONCRETE CURB

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SIGN

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0" CURB HEIGHT.

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FULL CURB HEIGHT.

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BACK OF CURB

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FRONT OF GUTTER

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FLOW LINE

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FLARE

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FLARE

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PERPENDICULAR

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4' 0'' MIN. REQUIRED LANDING

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VAR. RAMP

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SECTION A-A

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CURB OR CURB AND GUTTER

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0.02 FT./FT. MAX.

AutoCAD SHX Text 1/4" R.

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PERPENDICULAR/TIERED/DIAGONAL

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0.05 FT./FT. AND

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0.083 FT./FT PREFERRED

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6" CONCRETE WALK

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4' BY 4' MIN. LANDING WITH MAX. 2.0% SLOPE IN ALL DIRECTIONS.

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AutoCAD SHX Text INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN 5.0% MINIMUM AND 8.3% MAXIMUM IN THE DIRECTION SHOWN AND THE CROSS SLOPE SHALL NOT EXCEED 2.0%

AutoCAD SHX Text 1/2" PREFORMED JOINT FILLER MATERIAL AASHTO M 213. JOINT FILLER SHALL BE PLACED FLUSH WITH THE BACK OF CURB AND ADJACENT SIDEWALK. JOINT SHALL BE FREE OF DEBRIS. RECTANGULAR DETECTABLE WARNINGS SHALL BE SETBACK 3" FROM THE BACK OF CURB. RADIAL DETECTABLE WARNINGS SHALL BE SETBACK 3" MINIMUM TO 6" MAXIMUM FROM THE BACK OF CURB.

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PARKING

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PERMIT

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REQUIRED

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UP TO $200 FINE

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FOR VIOLATION

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9' MIN.

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9' MIN.

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HANDICAP SPACE SIGN

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WALK

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4" PAINTED DIAGONAL LINES, 45 DEG. 3' C-C

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REGULAR SPACES

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ACCESSIBILITY SYMBOL, 28" HIGH BY 24" WIDE PER USDOT MUTCD FIG. 3B-22 (YELLOW)

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4" PAINTED PARKING STALL LINES (YELLOW)

AutoCAD SHX Text 8'

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9' MIN.

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ACCESSIBLE SPACES

AutoCAD SHX Text TRUNCATED DOME PANELS TO BE NEENAH FOUNDRY OR APPROVED EQUAL FROM MNDOT'S APPROVED PRODUCTS. COLOR AND DIMENSIONS OF TRUNCATED DOME PANELS SHALL BE SELECTED TO MATCH EXISTING. TRUNCATED DOME PANELS SHALL BE CAST INTO SIDEWALK CONCRETE. INSTALL AND SECURE PANELS PER THE MANUFACTURER'S RECOMMENDATION, AND SUCH THAT PANELS ARE NOT IMPACTED BY CAMPUS SNOW REMOVAL EQUIPMENT.

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File details come from the government source that posted it. Updated May 2, 2023.