Drawings - Roads West Project at the St. Cloud VA .pdf

PDF 21 MB Posted Mar 31, 2023

Attached to: Roads West Project - VA St. Cloud, MN Federal contract opportunity
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 outlines a federal contract opportunity for road reconstruction work at the VA facility in St. Cloud, Minnesota. The solicitation seeks bids for a phased reconstruction of roadways on the western half of the campus, including the removal and replacement of designated portions of concrete sidewalk and the installation of storm sewer lines and manholes. The solicitation was issued by the Department of the Army Corps of Engineers Engineering District St Paul under number W912ES22B0023 for an unspecified project value. Bids are due based on the specified response date. The work will be awarded as a firm fixed-price construction contract.

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Other files for this federal contract opportunity

Other files attached to Roads West Project - VA St. Cloud, MN, newest first.
File	Type	Posted
Abstract Roads West St. Cloud VA W912ES22B0023 .pdf	PDF	May 9, 2023
Amendment 0003 656-20-134 BD Civil Plans 051820201_CS101-CS102.pdf	PDF	May 2, 2023
Amendment 0003.pdf	PDF	May 2, 2023
Amendment 0003 Detail 6_Sheet CU-101.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

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

Fi le

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6_ c_ ph as in g pl an .d w g e di t:iw eb er sa ve d:5

/5 /2

P M p lo t:5

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P 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

0 60' 120'

INSTALL TYPE III BARRICADE AT PHASE LIMITS. NUMBER OF BARRICADES

SHOWN ARE SCHEMATIC. SELECTED BARRICADES SHALL BE WIDE ENOUGH TO

SPAN ENTIRE DRIVE AISLE.

MAINTAIN ACCESS TO BUILDING 116 PARKING LOT THROUGHOUT ALL PHASES.

ASPHALT COLD JOINT PER 1/G-102. SEE GENERAL NOTES 7 AND 8.

PROVIDE TEMPORARY GRAVEL DRIVE FOR EMPLOYEE, TRUCK, AND VISITOR

TRAFFIC DURING PHASE 1 WORK. RESTORE AREA WITH SOD PER

SPECIFICATIONS AFTER REMOVAL.

KEYNOTES:

PHASE 1

PLAN

G-102

GENERAL NOTES

1. MAINTAIN PROPER SIGNAGE TO MAINTAIN TRAFFIC AND PEDESTRIAN FLOW.

2. CONTRACTOR TO SUPPLY ADDITIONAL SIGNAGE, BARRIERS, FLAGERS, ETC. AS NECESSARY.

3. MAINTAIN PROPER SIDEWALK ACCESS AND PEDESTRIAN CROSSING THROUGHOUT

CONSTRUCTION.

4. CONTRACTOR TO COORDINATE W/ COR ON PHASING PLAN PRIOR TO CONSTRUCTION.

5. CONSTRUCTION AREAS TO BE FENCED OFF COMPLETELY WITH ORANGE CONSTRUCTION

FENCING PER THE GENERAL REQUIREMENTS SPECIFICATION.

6. MILL AND OVERLAY OPERATION IS TO OCCUR FOLLOWING PHASE 3 WORK. MILL AND OVERLAY

OPERATION CAN OCCUR AS NIGHT AND WEEKEND WORK WITH PRIOR APPROVAL FROM THE

COR. MILL AND OVERLAY OPERATION MUST BE CONCLUDED AND OPEN FOR TRAFFIC BY THE

FOLLOWING BUSINESS DAY IF PERFORMED CONCURRENT WITH OTHER PHASES.

7. WEAR COURSE INSTALLATION SHALL BE COMPLETED AT THE CONCLUSION OF EACH PHASE.

COLD ASPHALT JOINTS SHALL BE INSTALLED PER 1/CG-102.

8. ALL WEAR COURSING MAY ALTERNATIVELY BE INSTALLED CONCURRENTLY AS WEEKEND

WORK WITH PRIOR APPROVAL FROM THE COR. IF APPROVED, WEAR COURSE INSTALLATION

MUST BE CONCLUDED AND OPEN FOR TRAFFIC BY THE FOLLOWING BUSINESS DAY.

9. REPLACE IN KIND ALL LANDSCAPING (TURF, ROCK MULCH, BOULDERS, ECT...) REMOVED FOR

TEMPORARY GRAVEL DRIVE INSTALLATION. AT THE CONCLUSION OF EACH PHASE ALL

TEMPORARY DRIVES SHALL BE REMOVED IN THEIR ENTIRETY UNLESS UTILIZED IN LATER

PHASES. FINISHED GRADE AT THE TEMPORARY DRIVES SHALL MATCH EXISTING UNLESS

SHOWN OTHERWISE ON THE GRADING PLANS.

T101

(APPROXIMATE)

LEGEND:

PHASE LIMITS

DUMPSTER LOCATION

(BUILDING INDICATED)

OXYGEN TANK LOCATION

INSTRUMENT SHARPENING PICKUP

MEDICAL WASTE STORAGE / PICKUP

BUILDING 116

PARKING LOT

(APPROXIMATE)

CUL-DE-SAC

(APPROXIMATE)

GRAVEL

PARKING LOT

(APPROXIMATE)

CAMPUS OPERATION NOTES

1. THE CONTRACTOR SHALL PROVIDE TRUCK ACCESS TO OXYGEN STORAGE TANK AND

INDICATED DUMPSTERS ON A WEEKLY BASIS.

2. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL COORDINATE WITH THE COR TO

DEVELOP A SPECIFIC TRUCK ACCESS SCHEDULE.

3. PRIOR TO THE COMMENCEMENT OF EACH PHASE, THE TRUCK ACCESS SCHEDULE WILL BE

REVIEWED AND MODIFIED FOR THE SPECIFIC PHASE.

COMPLETED PHASE WEAR

COURSE (UPPER)

TACK COAT

COMPLETED PHASE WEAR

COURSE (LOWER)

COMPLETED PHASE

AGGREGATE BASE

COMPLETED PHASE

APPROVED SUBGRADE

HOLD BACK UPPER WEAR COURSE 1.5' DURING

EARLIER PHASE. FILL HOLD DOWN SPACE

WITH CLASS 5 AGGREGATE BASE IF TRAFFIC IS

ANTICIPATED OVER JOINT BETWEEN PHASES.

PRIOR TO FINAL WEAR COURSE INSTALLATION,

REMOVE ALL LOOSE MATERIAL AND APPLY

TACK COAT TO COMPLETED PHASE'S

EXPOSED WEAR COURSES.1.5' WIDTH

P H

A S

E L

WEAR COURSE (UPPER)

TACK COAT

WEAR COURSE (LOWER)

AGGREGATE BASE

APPROVED SUBGRADE

G-102

ASPHALT COLD JOINT

NTS

NEW ASPHALT PAVEMENT

MILL AND OVERLAY PAVEMENT

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TYPE III BARRICADE

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TYPE III BARRICADE

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1+00

0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00

10+00

11+00

12+00

13+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_ ph as in g pl an .d di t:iw eb d:5

/5 /2

P M p lo t:5

/5 /2

P 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

0 60' 120'

PHASE 2

PLAN

G-103

INSTALL TYPE III BARRICADE AT PHASE LIMITS. NUMBER OF BARRICADES

SHOWN ARE SCHEMATIC. SELECTED BARRICADES SHALL BE WIDE ENOUGH TO

SPAN ENTIRE DRIVE AISLE.

MAINTAIN ACCESS TO BUILDING 116 PARKING LOT THROUGHOUT ALL PHASES.

PROTECT WORK COMPLETED AS PART OF EARLIER PHASES.

INSTALL TYPE III BARRICADE AT TEMPORARY GRAVEL DRIVE.

PROVIDE TEMPORARY GRAVEL DRIVE FOR EMPLOYEE AND VISITOR TRAFFIC

DURING PHASE 2 AND 3 WORK. RESTORE AREA WITH SOD PER SPECIFICATIONS

AFTER REMOVAL.

ASPHALT COLD JOINT PER 1/G-102. SEE GENERAL NOTES 7 AND 8.

T101

(APPROXIMATE)

BUILDING 116

PARKING LOT

(APPROXIMATE)

CUL-DE-SAC

(APPROXIMATE)

GRAVEL

PARKING LOT

(APPROXIMATE)

LEGEND:

PHASE LIMITS

DUMPSTER LOCATION

(BUILDING INDICATED)

OXYGEN TANK LOCATION

INSTRUMENT SHARPENING PICKUP

MEDICAL WASTE STORAGE / PICKUP

KEYNOTES:

GENERAL NOTES

1. MAINTAIN PROPER SIGNAGE TO MAINTAIN TRAFFIC AND PEDESTRIAN FLOW.

2. CONTRACTOR TO SUPPLY ADDITIONAL SIGNAGE, BARRIERS, FLAGERS, ETC. AS

NECESSARY.

3. MAINTAIN PROPER SIDEWALK ACCESS AND PEDESTRIAN CROSSING

THROUGHOUT CONSTRUCTION.

4. CONTRACTOR TO COORDINATE W/ COR ON PHASING PLAN PRIOR TO

CONSTRUCTION.

5. CONSTRUCTION AREAS TO BE FENCED OFF COMPLETELY WITH ORANGE

CONSTRUCTION FENCING PER THE GENERAL REQUIREMENTS SPECIFICATION.

6. MILL AND OVERLAY OPERATION IS TO OCCUR FOLLOWING PHASE 3 WORK. MILL

AND OVERLAY OPERATION CAN OCCUR AS NIGHT AND WEEKEND WORK WITH

PRIOR APPROVAL FROM THE COR. MILL AND OVERLAY OPERATION MUST BE

CONCLUDED AND OPEN FOR TRAFFIC BY THE FOLLOWING BUSINESS DAY IF

PERFORMED CONCURRENT WITH OTHER PHASES.

7. WEAR COURSE INSTALLATION SHALL BE COMPLETED AT THE CONCLUSION OF

EACH PHASE. COLD ASPHALT JOINTS SHALL BE INSTALLED PER 1/CG-102.

8. ALL WEAR COURSING MAY ALTERNATIVELY BE INSTALLED CONCURRENTLY AS

WEEKEND WORK WITH PRIOR APPROVAL FROM THE COR. IF APPROVED, WEAR

COURSE INSTALLATION MUST BE CONCLUDED AND OPEN FOR TRAFFIC BY THE

FOLLOWING BUSINESS DAY.

9. REPLACE IN KIND ALL LANDSCAPING (TURF, ROCK MULCH, BOULDERS, ECT...)

REMOVED FOR TEMPORARY GRAVEL DRIVE INSTALLATION. AT THE

CONCLUSION OF EACH PHASE ALL TEMPORARY DRIVES SHALL BE REMOVED IN

THEIR ENTIRETY UNLESS UTILIZED IN LATER PHASES. FINISHED GRADE AT THE

TEMPORARY DRIVES SHALL MATCH EXISTING UNLESS SHOWN OTHERWISE ON

THE GRADING PLANS.

CAMPUS OPERATION NOTES

1. THE CONTRACTOR SHALL PROVIDE TRUCK ACCESS TO OXYGEN STORAGE

TANK AND INDICATED DUMPSTERS ON A WEEKLY BASIS.

2. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL COORDINATE WITH THE

COR TO DEVELOP A SPECIFIC TRUCK ACCESS SCHEDULE.

3. PRIOR TO THE COMMENCEMENT OF EACH PHASE, THE TRUCK ACCESS

SCHEDULE WILL BE REVIEWED AND MODIFIED FOR THE SPECIFIC PHASE.

NEW ASPHALT PAVEMENT

MILL AND OVERLAY PAVEMENT

AutoCAD SHX Text

TYPE III BARRICADE

AutoCAD SHX Text

TYPE III BARRICADE

AutoCAD SHX Text

TYPE III BARRICADE

AutoCAD SHX Text

TYPE III BARRICADE

AutoCAD SHX Text

TYPE III BARRICADES

AutoCAD SHX Text

TYPE III BARRICADE

AutoCAD SHX Text D51

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AutoCAD SHX Text D50

AutoCAD SHX Text M

AutoCAD SHX Text O

AutoCAD SHX Text D49

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AutoCAD SHX Text S

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TYPE III BARRICADE

AutoCAD SHX Text

1+00

0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00

10+00

11+00

12+00

13+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_ ph as in g pl an .d di t:iw eb d:5

/5 /2

P M p lo t:5

/5 /2

P 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

0 60' 120'

PHASE 3

PLAN

G-104

INSTALL TYPE III BARRICADE AT PHASE LIMITS.

MAINTAIN ACCESS TO BUILDING 116 PARKING LOT THROUGHOUT ALL PHASES.

PROTECT WORK COMPLETED AS PART OF EARLIER PHASES.

PROVIDE/MAINTAIN TEMPORARY GRAVEL DRIVE FOR EMPLOYEE, TRUCK, AND

VISITOR TRAFFIC DURING PHASE 3 WORK. RESTORE AREA WITH SOD PER

SPECIFICATIONS AFTER REMOVAL.

PROVIDE/MAINTAIN TEMPORARY GRAVEL DRIVE FOR EMPLOYEE, AND VISITOR

TRAFFIC DURING PHASE 3 WORK. RESTORE AREA WITH SOD PER

SPECIFICATIONS AFTER REMOVAL.

ASPHALT COLD JOINT PER 1/G-102. SEE GENERAL NOTES 7 AND 8.

T101

(APPROXIMATE)

BUILDING 116

PARKING LOT

(APPROXIMATE)

CUL-DE-SAC

(APPROXIMATE)

GRAVEL

PARKING LOT

(APPROXIMATE)

LEGEND:

PHASE LIMITS

DUMPSTER LOCATION

(BUILDING INDICATED)

OXYGEN TANK LOCATION

INSTRUMENT SHARPENING PICKUP

MEDICAL WASTE STORAGE / PICKUP

KEYNOTES:

GENERAL NOTES

1. MAINTAIN PROPER SIGNAGE TO MAINTAIN TRAFFIC AND

PEDESTRIAN FLOW.

2. CONTRACTOR TO SUPPLY ADDITIONAL SIGNAGE, BARRIERS,

FLAGERS, ETC. AS NECESSARY.

3. MAINTAIN PROPER SIDEWALK ACCESS AND PEDESTRIAN

CROSSING THROUGHOUT CONSTRUCTION.

4. CONTRACTOR TO COORDINATE W/ COR ON PHASING PLAN PRIOR

TO CONSTRUCTION.

5. CONSTRUCTION AREAS TO BE FENCED OFF COMPLETELY WITH

ORANGE CONSTRUCTION FENCING PER THE GENERAL

REQUIREMENTS SPECIFICATION.

6. MILL AND OVERLAY OPERATION IS TO OCCUR FOLLOWING PHASE 3

WORK. MILL AND OVERLAY OPERATION CAN OCCUR AS NIGHT AND

WEEKEND WORK WITH PRIOR APPROVAL FROM THE COR. MILL

AND OVERLAY OPERATION MUST BE CONCLUDED AND OPEN FOR

TRAFFIC BY THE FOLLOWING BUSINESS DAY IF PERFORMED

CONCURRENT WITH OTHER PHASES.

7. WEAR COURSE INSTALLATION SHALL BE COMPLETED AT THE

CONCLUSION OF EACH PHASE. COLD ASPHALT JOINTS SHALL BE

INSTALLED PER 1/CG-102.

8. ALL WEAR COURSING MAY ALTERNATIVELY BE INSTALLED

CONCURRENTLY AS WEEKEND WORK WITH PRIOR APPROVAL

FROM THE COR. IF APPROVED, WEAR COURSE INSTALLATION

MUST BE CONCLUDED AND OPEN FOR TRAFFIC BY THE

FOLLOWING BUSINESS DAY.

9. REPLACE IN KIND ALL LANDSCAPING (TURF, ROCK MULCH,

BOULDERS, ECT...) REMOVED FOR TEMPORARY GRAVEL DRIVE

INSTALLATION. AT THE CONCLUSION OF EACH PHASE ALL

TEMPORARY DRIVES SHALL BE REMOVED IN THEIR ENTIRETY

UNLESS UTILIZED IN LATER PHASES. FINISHED GRADE AT THE

TEMPORARY DRIVES SHALL MATCH EXISTING UNLESS SHOWN

OTHERWISE ON THE GRADING PLANS.

CAMPUS OPERATION NOTES

1. THE CONTRACTOR SHALL PROVIDE TRUCK ACCESS TO OXYGEN

STORAGE TANK AND INDICATED DUMPSTERS ON A WEEKLY BASIS.

2. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL COORDINATE

WITH THE COR TO DEVELOP A SPECIFIC TRUCK ACCESS

SCHEDULE.

3. PRIOR TO THE COMMENCEMENT OF EACH PHASE, THE TRUCK

ACCESS SCHEDULE WILL BE REVIEWED AND MODIFIED FOR THE

SPECIFIC PHASE.

AutoCAD SHX Text

AutoCAD SHX Text D51

AutoCAD SHX Text S

AutoCAD SHX Text D50

AutoCAD SHX Text M

AutoCAD SHX Text O

AutoCAD SHX Text D49

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TYPE III BARRICADE

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TYPE III BARRICADE

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TYPE III BARRICADE

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TYPE III BARRICADE

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TYPE III BARRICADE

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TYPE III BARRICADE

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TYPE III BARRICADE

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TYPE III BARRICADE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F i l e

P a t h y s u r v e y c a d f i l e s s h e e t s v c o v e r s h e e t d d i t d g r e e n w a l s a v e d

M p o t

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

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

656-20-134

MULTIPLE

JUNE 5, 2020

ST. CLOUD, MINNESOTA

DG CP

SD SUBMISSION

Date:

RECONSTRUCT ROADS

WEST CAMPUS

6.5.2020

SCHEMATIC DESIGN

V-100

AutoCAD SHX Text V-103

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ST. CLOUD VA HEALTH CARE SYSTEM ST. CLOUD, MINNESOTA

AutoCAD SHX Text The horizontal datum and bearings are based on the Stearns County Coordinate System, NAD83 (2011)

AutoCAD SHX Text The vertical datum is NAVD 88. The site benchmarks are listed in the table below.

AutoCAD SHX Text 2.

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NOTES:

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AutoCAD SHX Text The location and extent of underground utilities, if shown, are based upon existing drawings provided by the St. Cloud VA Health Care System, above ground evidence, and markings provided by Ground Penetrating Radar Systems, LLC, a private locating company. Exclusive of excavation, 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. In accordance with State Statute, the location of utilities shall be confirmed prior to any demolition or construction.

AutoCAD SHX Text The tree information shown hereon was collected during the field survey by non-forestry trained Anderson Engineering of Minnesota survey personnel. Tree sizes are estimates and locations are accurate to plus or minus three feet.

AutoCAD SHX Text 4.

AutoCAD SHX Text No title work was provided for the preparation of this survey to verify the legal description or the existence of any encumbrances or easements. .

AutoCAD SHX Text 5.

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PROPERTY ADDRESS:

AutoCAD SHX Text David Anderson Minnesota License No. 43501

AutoCAD SHX Text Anderson Engineering of Minnesota, LLC

AutoCAD SHX Text Dated: May 7, 2021

AutoCAD SHX Text

CERTIFICATION:

AutoCAD SHX Text by:

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SURVEY FOR:

AutoCAD SHX Text I hereby certify that this map was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the State of Minnesota.

AutoCAD SHX Text 4801 Veterans Drive, St. Cloud, Minnesota.

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DEPARTMENT OF VETERANS AFFAIRS

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SHEET INDEX:

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PAGE

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TITLE

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EXISTING CONDITIONS

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EXISTING CONDITIONS

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EXISTING CONDITIONS

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SURVEY CONTROL POINTS:

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HYD. NO.

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ELEVATION

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SHEET

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AutoCAD SHX Text 1045.52

AutoCAD SHX Text V-102

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BENCHMARKS (TOP-NUT-HYDRANT):

AutoCAD SHX Text 1047.24

AutoCAD SHX Text 1046.81

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SITE

AutoCAD SHX Text N

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NOT TO SCALE

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VICINITY MAP

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COVER PAGE

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DOWNTOWN ST. CLOUD

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9TH AVE N.

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44TH AVE N.

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12TH ST N.

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8TH ST N.

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DIVISION STREET

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SAUK

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RIVER

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RIVER

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MISSISSIPPI

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POINT NO.

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NORTHING

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EASTING

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ELEVATION

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DESCRIPTION

AutoCAD SHX Text 10003

AutoCAD SHX Text 207516.70

AutoCAD SHX Text 738505.66

AutoCAD SHX Text 1044.84

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SET REBAR WITH PLASTIC CAP

AutoCAD SHX Text 10004

AutoCAD SHX Text 208102.54

AutoCAD SHX Text 738568.38

AutoCAD SHX Text 1037.89

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AutoCAD SHX Text 208322.86

AutoCAD SHX Text 738848.28

AutoCAD SHX Text 1038.78

AutoCAD SHX Text 10006

AutoCAD SHX Text 208449.94

AutoCAD SHX Text 739442.68

AutoCAD SHX Text 1039.13

AutoCAD SHX Text 90001

AutoCAD SHX Text 207150.69

AutoCAD SHX Text 738712.21

AutoCAD SHX Text 1041.14

AutoCAD SHX Text 90002

AutoCAD SHX Text 206884.97

AutoCAD SHX Text 739117.36

AutoCAD SHX Text 1044.04

AutoCAD SHX Text

MINNESOTA COUNTY COORDINATE SYSTEM, STEARNS COUNTY, NAD83(2011)

AutoCAD SHX Text

SET REBAR WITH PLASTIC CAP

AutoCAD SHX Text

SET REBAR WITH PLASTIC CAP

AutoCAD SHX Text

SET REBAR WITH PLASTIC CAP

AutoCAD SHX Text

SET PIPE WITH PLASTIC CAP

AutoCAD SHX Text

SET PIPE WITH PLASTIC CAP

AutoCAD SHX Text

LOCATION

AutoCAD SHX Text V-102

AutoCAD SHX Text V-101

AutoCAD SHX Text V-102

AutoCAD SHX Text V-103

AutoCAD SHX Text V-102

AutoCAD SHX Text

AutoCAD SHX Text 10003

AutoCAD SHX Text 90001

AutoCAD SHX Text 90002

AutoCAD SHX Text 10004

AutoCAD SHX Text 10005

10006

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 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

F i l e

P a t h y s u r v e y c a d f i l e s s h e e t s v s e x i s t i n g c o n d i t i o n s d i t e f r a n c i v e d o t

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

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

656-20-134

MULTIPLE

JUNE 5, 2020

ST. CLOUD, MINNESOTA

DG CP

SD SUBMISSION

Date:

RECONSTRUCT ROADS

WEST CAMPUS

6.5.2020

SCHEMATIC DESIGN

V-101

AutoCAD SHX Text

CONCRETE CURB

AutoCAD SHX Text

CONCRETE CURB

AutoCAD SHX Text 10005

AutoCAD SHX Text 10004

AutoCAD SHX Text

RIM= 1035.4 INV= 1029.2

AutoCAD SHX Text

30" RCP

AutoCAD SHX Text

24" RCP

AutoCAD SHX Text

RIM= 1039.6 INV= 1031.1

AutoCAD SHX Text

RIM= 1044.2 INV= 1040.4

AutoCAD SHX Text RIM= 1044.6 INV= 1031.9 N INV= 1034.1 E INV= 1039.8 SE INV= 1031.9 S INV= 1031.9 SW

AutoCAD SHX Text

RIM= 1044.4 INV= 1032.9 NE INV= 1032.9 S INV= 1034.9 W

AutoCAD SHX Text

12" VCP

AutoCAD SHX Text

RIM= 1041.0 INV= 1034.6

AutoCAD SHX Text

24" RCP (NEW LINE)

AutoCAD SHX Text

24" RCP

AutoCAD SHX Text

12" VCP

AutoCAD SHX Text

TRENCH DRAIN RIM= 1041.8 INV= 1036.2

AutoCAD SHX Text

CONCRETE CURB

AutoCAD SHX Text

CONCRETE CURB

AutoCAD SHX Text

CONCRETE CURB

AutoCAD SHX Text

CONCRETE CURB

AutoCAD SHX Text

CONCRETE CURB

AutoCAD SHX Text

CONCRETE CURB

AutoCAD SHX Text

CONCRETE CURB

AutoCAD SHX Text

CONCRETE CURB

AutoCAD SHX Text

CONCRETE CURB

AutoCAD SHX Text

STEPS

AutoCAD SHX Text

CONCRETE CURB

AutoCAD SHX Text

CONCRETE CURB

AutoCAD SHX Text

CONCRETE CURB

AutoCAD SHX Text

CONCRETE CURB

AutoCAD SHX Text

CONCRETE CURB

AutoCAD SHX Text

CONCRETE CURB

AutoCAD SHX Text

CONCRETE CURB

AutoCAD SHX Text

CONCRETE CURB

AutoCAD SHX Text

CONCRETE CURB

AutoCAD SHX Text

STEPS

AutoCAD SHX Text RIM= 1044.1 INV= 1037.8 S INV= 1036.2 E INV= 1035.1 (SUMP) FILLED WITH WATER/SEDIMENT UNABLE TO VERIFY PIPE CONNECTIONS

AutoCAD SHX Text

RIM= 1043.5 INV= 1037.8

AutoCAD SHX Text

30" RCP

AutoCAD SHX Text

INV= 1028.3

AutoCAD SHX Text

INV= 1031.0

AutoCAD SHX Text

INV= 1031.6

AutoCAD SHX Text

RIP-RAP

AutoCAD SHX Text

RIP-RAP

AutoCAD SHX Text

RIP RAP

AutoCAD SHX Text

CHAINLINK FENCE WITH BARB WIRE

AutoCAD SHX Text

CHAINLINK FENCE WITH BARB WIRE

AutoCAD SHX Text

12" VCP (THIS LINE BY-PASSED)

AutoCAD SHX Text

FLUME

AutoCAD SHX Text

FLUME

AutoCAD SHX Text

WATER LINE

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

CULVERT

AutoCAD SHX Text

ELECTRIC OUTLET POST

AutoCAD SHX Text

ELECTRIC BOX

AutoCAD SHX Text

LIGHT POLE

AutoCAD SHX Text

HYDRANT

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

MANHOLE

AutoCAD SHX Text

GUARD POST

AutoCAD SHX Text W

AutoCAD SHX Text

CONIFEROUS TREE

AutoCAD SHX Text

HHE

AutoCAD SHX Text

HANDHOLE ELECTRIC

AutoCAD SHX Text

DECIDUOUS TREE

AutoCAD SHX Text

CONTROL POINT

AutoCAD SHX Text

STORM MANHOLE

AutoCAD SHX Text D

AutoCAD SHX Text

WATER VALVE

AutoCAD SHX Text

CATCH BASIN

AutoCAD SHX Text P

AutoCAD SHX Text

SOIL BORING

AutoCAD SHX Text

IRRIGATION CONTROL VALVE

AutoCAD SHX Text

HHC

AutoCAD SHX Text

HANDHOLE COMMUNICATIONS

AutoCAD SHX Text X

AutoCAD SHX Text

STORM SEWER

AutoCAD SHX Text

FENCE

AutoCAD SHX Text

AutoCAD SHX Text X

AutoCAD SHX Text

AREA DRAIN

AutoCAD SHX Text

CONCRETE SURFACE

AutoCAD SHX Text

BITUMINOUS SURFACE

AutoCAD SHX Text

WATER MAIN

AutoCAD SHX Text

UNDERGROUND ELECTRIC

AutoCAD SHX Text

AutoCAD SHX Text I

AutoCAD SHX Text

RETAINING WALLS

AutoCAD SHX Text

HANDRAIL

AutoCAD SHX Text

UNKNOWN UNDERGROUND UTILITY

AutoCAD SHX Text

UGU

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text N

AutoCAD SHX Text V-102

AutoCAD SHX Text V-101

AutoCAD SHX Text V-102

AutoCAD SHX Text V-103

AutoCAD SHX Text N

AutoCAD SHX Text W

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text

VICINITY MAP

AutoCAD SHX Text

MATCHLINE A SEE SHEET V-102

MATCHLINE B SEE SHEET 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 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

F i l e

P a t h y s u r v e y c a d f i l e s s h e e t s v s e x i s t i n g c o n d i t i o n s d i t d g r e e n w a v e d o t

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

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

656-20-134

MULTIPLE

JUNE 5, 2020

ST. CLOUD, MINNESOTA

DG CP

SD SUBMISSION

Date:

RECONSTRUCT ROADS

WEST CAMPUS

6.5.2020

SCHEMATIC DESIGN

V-102

AutoCAD SHX Text 10006

AutoCAD SHX Text

RIM= 1043.0 INV= 1032.6

AutoCAD SHX Text

RIM= 1041.6 INV= 1031.3

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

CULVERT

AutoCAD SHX Text

ELECTRIC OUTLET POST

AutoCAD SHX Text

ELECTRIC BOX

AutoCAD SHX Text

LIGHT POLE

AutoCAD SHX Text

HYDRANT

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

MANHOLE

AutoCAD SHX Text

GUARD POST

AutoCAD SHX Text W

AutoCAD SHX Text

CONIFEROUS TREE

AutoCAD SHX Text

HHE

AutoCAD SHX Text

HANDHOLE ELECTRIC

AutoCAD SHX Text

DECIDUOUS TREE

AutoCAD SHX Text

CONTROL POINT

AutoCAD SHX Text

STORM MANHOLE

AutoCAD SHX Text D

AutoCAD SHX Text

WATER VALVE

AutoCAD SHX Text

CATCH BASIN

AutoCAD SHX Text P

AutoCAD SHX Text

SOIL BORING

AutoCAD SHX Text

IRRIGATION CONTROL VALVE

AutoCAD SHX Text

HHC

AutoCAD SHX Text

HANDHOLE COMMUNICATIONS

AutoCAD SHX Text X

AutoCAD SHX Text

STORM SEWER

AutoCAD SHX Text

FENCE

AutoCAD SHX Text

AutoCAD SHX Text X

AutoCAD SHX Text

AREA DRAIN

AutoCAD SHX Text

CONCRETE SURFACE

AutoCAD SHX Text

BITUMINOUS SURFACE

AutoCAD SHX Text

WATER MAIN

AutoCAD SHX Text

UNDERGROUND ELECTRIC

AutoCAD SHX Text

AutoCAD SHX Text I

AutoCAD SHX Text

RETAINING WALLS

AutoCAD SHX Text

HANDRAIL

AutoCAD SHX Text

UNKNOWN UNDERGROUND UTILITY

AutoCAD SHX Text

UGU

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text N

AutoCAD SHX Text V-102

AutoCAD SHX Text V-101

AutoCAD SHX Text V-102

AutoCAD SHX Text V-103

AutoCAD SHX Text N

AutoCAD SHX Text W

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text

SITE BENCHMARK: TOP NUT OF HYDRANT ELEVATION = 1045.52

AutoCAD SHX Text 10003

AutoCAD SHX Text

RIM= 1043.8 INV= 1035.6 NW INV= 1033.7 S INV= 1034.4 E INV= 1033.7 NE

AutoCAD SHX Text

15" VCP

AutoCAD SHX Text

RIM= 1043.5 INV= 1036.7 S INV= 1034.2 SE INV= 1034.2 N CONCRETE LID

AutoCAD SHX Text

RIM= 1043.3 INV= 1035.3

AutoCAD SHX Text

24" RCP

AutoCAD SHX Text

24" RCP (NEW LINE)

AutoCAD SHX Text

RIM= 1040.6 INV= 1036.2 NE INV= 1035.3 SUMP

AutoCAD SHX Text

10" VCP

AutoCAD SHX Text

RIM= 1041.6 INV= 1035.6 S INV= 1034.8 N INV= 1034.0 SUMP

AutoCAD SHX Text

RIM= 1043.3 INV= 1034.5 CONCRETE LID

AutoCAD SHX Text

12" VCP

AutoCAD SHX Text

15" VCP

AutoCAD SHX Text

RIM= 1042.5 INV= 1036.9

AutoCAD SHX Text

10" PVC

AutoCAD SHX Text

RIM= 1042.4 INV= 1035.3

AutoCAD SHX Text

12" VCP

AutoCAD SHX Text

RIM=1044.1 INV= 1035.0 CONCRETE LID

AutoCAD SHX Text

RIM=1041.7 INV= 1035.2

AutoCAD SHX Text

12" VCP

AutoCAD SHX Text

CHAINLINK FENCE WITH BARB WIRE

AutoCAD SHX Text

OVERHANG

AutoCAD SHX Text

12" VCP (THIS LINE BY-PASSED)

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

TRUNCATED DOMES

AutoCAD SHX Text

CONCRETE CURB

AutoCAD SHX Text

CB RECESSED BEHIND CURB

AutoCAD SHX Text

LANDSCAPING

AutoCAD SHX Text

VICINITY MAP

AutoCAD SHX Text

MATCHLINE A SEE SHEET V-101

AutoCAD SHX Text

MATCHLINE B SEE SHEET V-101

MATCHLINE SEE SHEET 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 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

F i l e

P a t h y s u r v e y c a d f i l e s s h e e t s v s e x i s t i n g c o n d i t i o n s d i t c p e t e r s o n v e d

P o t

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

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

656-20-134

MULTIPLE

JUNE 5, 2020

ST. CLOUD, MINNESOTA

DG CP

SD SUBMISSION

Date:

RECONSTRUCT ROADS

WEST CAMPUS

6.5.2020

SCHEMATIC DESIGN

V-103

NONE

AutoCAD SHX Text

18" HDPE

AutoCAD SHX Text

RIM= 1043.0 INV= 1039.5

AutoCAD SHX Text

RIM= 1043.2 INV= 1039.4

AutoCAD SHX Text

RIM= 1040.9 INV= 1037.6 NW INV= 1037.5 SW INV= 1036.9 NE

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

15" PVC

AutoCAD SHX Text 90001

AutoCAD SHX Text

RIM= 1042.2 INV= 1038.3

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

CONCRETE CURB

AutoCAD SHX Text

CONCRETE CURB

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

UGU

AutoCAD SHX Text

TRUNCATED DOMES

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

CHAINLINK FENCE WITH BARB WIRE

AutoCAD SHX Text

CONCRETE CURB

AutoCAD SHX Text

CONCRETE CURB

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

CULVERT

AutoCAD SHX Text

ELECTRIC OUTLET POST

AutoCAD SHX Text

ELECTRIC BOX

AutoCAD SHX Text

LIGHT POLE

AutoCAD SHX Text

HYDRANT

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

MANHOLE

AutoCAD SHX Text

GUARD POST

AutoCAD SHX Text W

AutoCAD SHX Text

CONIFEROUS TREE

AutoCAD SHX Text

HHE

AutoCAD SHX Text

HANDHOLE ELECTRIC

AutoCAD SHX Text

DECIDUOUS TREE

AutoCAD SHX Text

CONTROL POINT

AutoCAD SHX Text

STORM MANHOLE

AutoCAD SHX Text D

AutoCAD SHX Text

WATER VALVE

AutoCAD SHX Text

CATCH BASIN

AutoCAD SHX Text P

AutoCAD SHX Text

SOIL BORING

AutoCAD SHX Text

IRRIGATION CONTROL VALVE

AutoCAD SHX Text

HHC

AutoCAD SHX Text

HANDHOLE COMMUNICATIONS

AutoCAD SHX Text X

AutoCAD SHX Text

STORM SEWER

AutoCAD SHX Text

FENCE

AutoCAD SHX Text

AutoCAD SHX Text X

AutoCAD SHX Text

AREA DRAIN

AutoCAD SHX Text

CONCRETE SURFACE

AutoCAD SHX Text

BITUMINOUS SURFACE

AutoCAD SHX Text

WATER MAIN

AutoCAD SHX Text

UNDERGROUND ELECTRIC

AutoCAD SHX Text

AutoCAD SHX Text I

AutoCAD SHX Text

RETAINING WALLS

AutoCAD SHX Text

HANDRAIL

AutoCAD SHX Text

UNKNOWN UNDERGROUND UTILITY

AutoCAD SHX Text

UGU

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text N

AutoCAD SHX Text V-103

AutoCAD SHX Text V-102

AutoCAD SHX Text V-101

AutoCAD SHX Text V-102

AutoCAD SHX Text N

AutoCAD SHX Text W

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text 90002

AutoCAD SHX Text

RIM= 1043.4 INV= 1039.4

AutoCAD SHX Text

RIM= 1043.4 INV= 1039.1

AutoCAD SHX Text

18" HDPE

AutoCAD SHX Text

CONCRETE CURB

AutoCAD SHX Text

LANDSCAPING

AutoCAD SHX Text

CONCRETE CURB

AutoCAD SHX Text

VICINITY MAP

AutoCAD SHX Text

MATCHLINE SEE SHEET V-102

AutoCAD SHX Text

MATCHLINE A

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_ de m o.

dw di t:iw eb d:5

/6 /2

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

LEGEND:

REMOVE ASPHALT PAVEMENT

REMOVE CONCRETE CURB

REMOVE CONCRETE SIDEWALK TO THE NEAREST JOINT. SAWCUT

PAVEMENT AT REMOVAL LIMITS.

SAWCUT PAVEMENT AT REMOVAL LIMITS

REMOVE EXISTING TREE

PROTECT EXISTING UTILITIES TO REMAIN

PROTECT EXISTING PAVEMENT TO REMAIN

PROTECT EXISTING SIDEWALK TO REMAIN

PROTECT EXISTING CURB TO REMAIN

REMOVE EXISTING CONCRETE SWALE AND RIPRAP.

REMOVE EXISTING TRAFFIC SIGN AS NECESSARY FOR GRADING AND

UTILITY INSTALLATION. REINSTALL SIGN ON NEW POST AND FOOTING.

PROTECT EXISTING TREE TO REMAIN

PROTECT EXISTING SIGN TO REMAIN

MILL AND OVERLAY EXISTING ASPHALT PAVEMENT

(DEDUCT ALTERNATE #2)

REMOVE EXISTING 18 IN CULVERT AND END SECTIONS

REMOVE AND REPLACE GRAVEL DRIVE IN KIND AS NECESSARY FOR

CULVERT REMOVAL AND INSTALLATION.

REMOVE EXISTING BRICK STORM MANHOLE. (DEDUCT ALTERNATE #1)

REMOVE RIP RAP AT INFILTRATION BASIN DISCHARGE.

SALVAGE EXISTING TRAFFIC SIGN AS NECESSARY FOR GRADING AND

UTILITY INSTALLATION. REINSTALL SIGN AT EXISTING LOCATION

AFTER CONSTRUCTION.

PROTECT EXISTING RIP RAP TO REMAIN.

KEYNOTES:

SCALE:1

DEMO PLAN - BUILDING 104 VACINITY

1"=30'

MATCH LINE 2/CD-101

SCALE:2

DEMO PLAN - NORTH PARKING LOT VACINITY

1"=30' SCALE:3

DEMO PLAN - WEST OF BUILDINGS 49 AND 50

1"=30'

BUILDING 104

B U

BUILDING 48

BUILDING 50

BUILDING 49

REMOVE AND REPLACE

EXISTING STORM PIPE

0 30' 60'

REMOVE EXISTING CONCRETE

SIDEWALK / PAVEMENT

REMOVE EXISTING ASPHALT

SIDEWALK / PAVEMENT

REMOVE EXISTING

CONCRETE CURB

SAWCUT LINE

MATCH LINE 1/CD-101

MATCH LINE 3/CD-101

MATCH LINE 2/CD-101

MATCH LINE 1/CD-102

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, 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 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.

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

DISRUPTION.

6. INSTALL EROSION CONTROL FENCE 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. 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.

13.CONTRACTOR SHALL KEEP EXISTING STORM SEWERS IN SERVICES AT ALL TIMES DURING

PROPOSED RECONSTRUCTION. TEMPORARY BYPASS PUMPING MAY BE REQUIRED.

CONTRACTOR SHALL SUBMIT TEMPORARY BYPASS PLANS FOR COR REVIEW AND

APPROVAL. CONTRACTOR SHALL TAKE CARE WHEN CONNECTING OR REMOVING

EXISTING PIPING FROM STORM SEWER STRUCTURES. CONTRACTOR IS REQUIRED TO

PROTECT ALL EXISTING MANHOLES UNLESS OTHERWISE SPECIFIED.

GENERAL DEMO & CONSTRUCTION NOTES

CD-101

APPROX. SEVEN (7) IN THICK CONCRETE

IDENTIFIED BELOW EXISTING ASPHALT IN

AREA INDICATED. EXISTING CONCRETE TO

BE REMOVED OUTSIDE OF MILL AND

OVERLAY AREAS.

APPROX. SEVEN (7) IN THICK CONCRETE

IDENTIFIED BELOW EXISTING ASPHALT IN

AREA INDICATED. EXISTING CONCRETE TO

BE REMOVED OUTSIDE OF MILL AND

OVERLAY AREAS.

APPROX. SEVEN (7) IN THICK CONCRETE

IDENTIFIED BELOW EXISTING ASPHALT IN

AREA INDICATED. EXISTING CONCRETE TO

BE REMOVED OUTSIDE OF MILL AND

OVERLAY AREAS.

DEMOLITION

PLAN

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

DEDUCT

ALTERNATE #4 BASE BID

DEDUCT ALTERNATE #4

FULL DEPTH PAVEMENT

REPLACEMENT FROM

STA 10+50 TO 15+55.87

DEDUCT ALTERNATE #1

SERIES 400 STORM

SEWER REPLACEMENT

AND ASSOCIATED

REMOVALS.

MILL AND OVERLAY

TREE REMOVAL

DEDUCT ALTERNATE #2

REMOVE AND REPLACE

SIDEWALKS INDICATED

DEDUCT ALTERNATE #2

REMOVE AND REPLACE

SIDEWALKS INDICATED

DEDUCT ALTERNATE #2

REMOVE AND REPLACE

SIDEWALKS INDICATED

DEDUCT ALTERNATE #2

REMOVE AND REPLACE

SIDEWALKS INDICATED

DEDUCT ALTERNATE #2

REMOVE AND REPLACE

SIDEWALKS INDICATED

DEDUCT ALTERNATE #5

REMOVE AND REPLACE SIDEWALKS

AND PARKING LOTS INDICATED

DEDUCT ALTERNATE #2

REMOVE AND REPLACE

SIDEWALKS INDICATED

AutoCAD SHX Text

CONCRETE CURB

AutoCAD SHX Text

CONCRETE CURB

AutoCAD SHX Text 10004

AutoCAD SHX Text

RIM= 1044.2 INV= 1040.4

AutoCAD SHX Text RIM= 1044.6 INV= 1031.9 N INV= 1034.1 E INV= 1039.8 SE INV= 1031.9 S INV= 1031.9 SW

AutoCAD SHX Text

RIM= 1044.4 INV= 1032.9 NE INV= 1032.9 S INV= 1034.9 W

AutoCAD SHX Text

12" VCP

AutoCAD SHX Text

12" VCP

AutoCAD SHX Text

RIM= 1041.0 INV= 1034.6

AutoCAD SHX Text

24" RCP

AutoCAD SHX Text

24" RCP

AutoCAD SHX Text

12" VCP

AutoCAD SHX Text

CONCRETE CURB

AutoCAD SHX Text

CONCRETE CURB

AutoCAD SHX Text

CONCRETE CURB

AutoCAD SHX Text

CONCRETE CURB

AutoCAD SHX Text

CONCRETE CURB

AutoCAD SHX Text

STEPS

AutoCAD SHX Text RIM= 1044.1 INV= 1037.8 S INV= 1036.2 E INV= 1035.1 (SUMP) FILLED WITH WATER/SEDIMENT UNABLE TO VERIFY PIPE CONNECTIONS

AutoCAD SHX Text

RIM= 1043.5 INV= 1037.8

AutoCAD SHX Text

CONCRETE CURB

AutoCAD SHX Text

CONCRETE CURB

AutoCAD SHX Text

CONCRETE CURB

AutoCAD SHX Text

CONCRETE CURB

AutoCAD SHX Text

CONCRETE CURB

AutoCAD SHX Text

STEPS

AutoCAD SHX Text 10006

AutoCAD SHX Text 10005

AutoCAD SHX Text

RIM= 1035.4 INV= 1029.2

AutoCAD SHX Text

30" RCP

AutoCAD SHX Text

RIM= 1039.6 INV= 1031.1

AutoCAD SHX Text

CONCRETE CURB

AutoCAD SHX Text

CONCRETE CURB

AutoCAD SHX Text

30" RCP

AutoCAD SHX Text

INV= 1028.3

AutoCAD SHX Text

CONCRETE CURB

AutoCAD SHX Text

CONCRETE CURB

AutoCAD SHX Text

CONCRETE CURB

AutoCAD SHX Text 10003

AutoCAD SHX Text

RIM= 1043.8 INV= 1035.6 NW INV= 1033.7 S INV= 1034.4 E INV= 1033.7 NE

AutoCAD SHX Text

15" VCP

AutoCAD SHX Text

15" VCP

AutoCAD SHX Text

RIM= 1043.5 INV= 1036.7 S INV= 1034.2 SE INV= 1034.2 N CONCRETE LID

AutoCAD SHX Text

RIM= 1043.3 INV= 1035.3

AutoCAD SHX Text

24" RCP

AutoCAD SHX Text

24" RCP

AutoCAD SHX Text

10" PVC

AutoCAD SHX Text

RIM= 1042.4 INV= 1035.3

AutoCAD SHX Text

12" VCP

AutoCAD SHX Text

TRENCH DRAIN RIM= 1041.8 INV= 1036.2

AutoCAD SHX Text

AutoCAD SHX Text b6ct9jhr Highlight b6ct9jhr Highlight b6ct9jhr Highlight

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_ de m o.

di t:iw eb d:5

/2 6/

M p lo t:6 /4

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 # 15786

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

LEGEND:

REMOVE ASPHALT PAVEMENT

REMOVE CONCRETE CURB

REMOVE CONCRETE SIDEWALK TO THE NEAREST JOINT.

SAWCUT PAVEMENT AT REMOVAL LIMITS.

SAWCUT…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Mar 31, 2023.