Drawings 13 of 37 - C1.0-C8.0.pdf

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0 20' 40'

NOTES:

1. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATIONS OF ALL EXISTING

UNDERGROUND UTILITIES.

2. CONTRACTOR SHALL FIELD VERIFY ALL BUILDING DIMENSIONS PRIOR TO ANY

CONSTRUCTION.

3. GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED UTILITIES.

1-800-252-1166.

4. THE LOCATIONS AND ELEVATIONS OF THE EXISTING UTILITIES SHOWN HEREIN

ARE APPROXIMATE. THEY HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND/

OR RECORDS. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ANY

EXISTING UTILITIES (SHOWN OR NOT SHOWN) ARE NOT DAMAGED DURING

CONSTRUCTION.

5. EXISTING IMPROVEMENTS DONE AFTER DATE OF SURVEY ARE APPROXIMATE.

FIELD VERIFY PRIOR TO CONSTRUCTION.

TOPOGRAPHIC INFORMATION PROVIDED BY:

DESIGN TREE ENGINEERING AND LAND SURVEYING

3339 W. ST. GERMAIN

SUITE 250

ST. CLOUD, MN 56301

TEL:320-217-5557

DATE OF SURVEY: APRIL 1, 2016

Architecture Engineering Design-Build paradigm

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 #:

PRINTED NAME: JEREMY E. ANDERSON

4422312/27/2019

LEGEND

OHE

FO

UGE

GAS

l

W

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AutoCAD SHX Text W

AutoCAD SHX Text

IRR

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IRR

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BUILDING 116 FFE=1045.71

AutoCAD SHX Text

EXISTING UNDERGROUND STORMWATER SYSTEM

AutoCAD SHX Text C1.0

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text Approved Project Director

AutoCAD SHX Text 200 Envoy Circle #201, Louisville KY 40299 - PH: 502.339.8511 - www.paradigmusa.com

AutoCAD SHX Text

FULLY SPRINKLED BID DOCUMENTS FOR CONSTRUCTION

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

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AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 656-343

AutoCAD SHX Text

ST CLOUD ADH AND EC SUPPORT

AutoCAD SHX Text

AutoCAD SHX Text

ST CLOUD VA HEALTH CARE SYSTEM

AutoCAD SHX Text

4801 VETERANS DRIVE, ST. CLOUD MN 56303

AutoCAD SHX Text 12-27-2019

AutoCAD SHX Text

JEA

AutoCAD SHX Text

RJK

AutoCAD SHX Text

ADDENDUM 1 - BID AND CONSTRUCTION DOCUMENTS

AutoCAD SHX Text 05/29/20

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

CIVIL EXISTING CONDITIONS

AutoCAD SHX Text HYDRANT SANITARY MANHOLE GATE VALVE POWER POLE LIGHT POLE CATCH BASIN SIGN DECIDUOUS TREE CONIFEROUS TREE SHRUB PEDESTAL GUY WIRE BOLLARD POWER BOX ELECTRIC METER MONITORING WELL SANITARY SEWER CLEANOUT WOOD FENCE STORM SEWER LINE SANITARY SEWER LINE WATERMAIN OVERHEAD ELECTRIC UNDERGROUND TELEPHONE UNDERGROUND FIBER UNDERGROUND ELECTRIC UNDERGROUND GAS LINE CONCRETE PAVEMENT BITUMINOUS PAVEMENT LANDSCAPING BUILDING CHAINLINK CONSTRUCTION FENCE

AutoCAD SHX Text S

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0 20' 40'

SAWCUT EXISTING CONCRETE

SIDEWALK OR REMOVE AT NEAREST

EXPANSION JOINT

NOTES:

1. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATIONS OF ALL EXISTING

UNDERGROUND UTILITIES.

2. CONTRACTOR SHALL FIELD VERIFY ALL BUILDING DIMENSIONS PRIOR TO ANY

CONSTRUCTION.

3. GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED UTILITIES.

1-800-252-1166.

4. LOCATION OF SITE ACCESS GATES SHALL BE COORDINATED WITH GENERAL

CONTRACTOR.

5. EXISTING IMPROVEMENTS DONE AFTER DATE OF SURVEY ARE APPROXIMATE.

FIELD VERIFY PRIOR TO CONSTRUCTION.

6. THE LOCATIONS AND ELEVATIONS OF THE EXISTING UTILITIES SHOWN HEREIN

ARE APPROXIMATE. THEY HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND/

OR RECORDS. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ANY

EXISTING UTILITIES (SHOWN OR NOT SHOWN) ARE NOT DAMAGED DURING

CONSTRUCTION.

REMOVE EXISTING

CONCRETE SIDEWALK

REMOVE TREE

SAWCUT EXISTING CONCRETE

SIDEWALK OR REMOVE AT

NEAREST EXPANSION JOINT

REMOVE EXISTING CMU, TRASH

ENCLOSURE, CONCRETE SLAB,

FOUNDATION, AND ASSOCIATED ITEMS

SALVAGE SHRUBBERY, STORE

AND PROTECT ONSITE DURING

CONSTRUCTION

SALVAGE SIGNS, POSTS, AND BASES

7' HIGH TEMPORARY CHAIN LINK

CONSTRUCTION FENCE W/ ATTACHED

SILT FENCE (TYP)

(SEE SHEET C7.0)

COORDINATE LOCATION OF ACCESS

GATES WITH GENERAL CONTRACTOR

DEMOLITION LEGEND

ITEM TO BE REMOVED OR SALVAGED

CONCRETE TO BE REMOVED

REMOVE AND REPLACE

EXISTING CONCRETE

SIDEWALK FOR UTILITY

INSTALLATION

20.00

12.41 19.90

Architecture Engineering Design-Build paradigm

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 #:

PRINTED NAME: JEREMY E. ANDERSON

4422312/27/2019

LEGEND

OHE

FO

UGE

GAS

l

W

CO

AutoCAD SHX Text W

AutoCAD SHX Text

IRR

AutoCAD SHX Text

IRR

AutoCAD SHX Text

IRR

AutoCAD SHX Text

BUILDING 116 FFE=1045.71

AutoCAD SHX Text

CIVIL DEMOLITION PLAN

AutoCAD SHX Text C2.0

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text Approved Project Director

AutoCAD SHX Text 200 Envoy Circle #201, Louisville KY 40299 - PH: 502.339.8511 - www.paradigmusa.com

AutoCAD SHX Text

FULLY SPRINKLED BID DOCUMENTS FOR CONSTRUCTION

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 656-343

AutoCAD SHX Text

ST CLOUD ADH AND EC SUPPORT

AutoCAD SHX Text

AutoCAD SHX Text

ST CLOUD VA HEALTH CARE SYSTEM

AutoCAD SHX Text

4801 VETERANS DRIVE, ST. CLOUD MN 56303

AutoCAD SHX Text 12-27-2019

AutoCAD SHX Text

JEA

AutoCAD SHX Text

RJK

AutoCAD SHX Text

ADDENDUM 1 - BID AND CONSTRUCTION DOCUMENTS

AutoCAD SHX Text 05/29/20

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text HYDRANT SANITARY MANHOLE GATE VALVE POWER POLE LIGHT POLE CATCH BASIN SIGN DECIDUOUS TREE CONIFEROUS TREE SHRUB PEDESTAL GUY WIRE BOLLARD POWER BOX ELECTRIC METER MONITORING WELL SANITARY SEWER CLEANOUT WOOD FENCE STORM SEWER LINE SANITARY SEWER LINE WATERMAIN OVERHEAD ELECTRIC UNDERGROUND TELEPHONE UNDERGROUND FIBER UNDERGROUND ELECTRIC UNDERGROUND GAS LINE CONCRETE PAVEMENT BITUMINOUS PAVEMENT LANDSCAPING BUILDING CHAINLINK CONSTRUCTION FENCE

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0 20' 40'

PROPOSED ADULT DAY

HEALTH CARE BUILDING

6' CONCRETE SIDEWALK

6' CONCRETE SIDEWALK

6' CONCRETE SIDEWALK

6' CONCRETE SIDEWALK

67.23

FUTURE CLC COTTAGES

FUTURE CLC COTTAGES

7' HIGH TEMPORARY CHAIN LINK

CONSTRUCTION FENCE

(SEE SHEET C7.0)

22.90

8.00

RE-INSTALL SALVAGED

SHRUBBERY

TRANSFORMER

(COORDINATE LOCATION

WITH ELECTRICAL)

1.5' WIDE - 4" THICK

BRYAN RED ROCK LANDSCAPING

AROUND BUILDING

REINSTALL SALVAGED

SIGNS,POSTS, AND

BASES

SITE INFORMATION:

· EXISTING IMPERVIOUS SURFACES - 0.10 AC

· PROPOSED IMPERVIOUS SURFACES - 0.50 AC

· SOIL TYPES - TYPE A HIGH INFILTRATING SOILS

· POTENTIAL POLLUTANT-GENERATING ACTIVITIES - BUILDING

PAINTING, GLUING, SITE CONSTRUCTION, POURING CONCRETE

ETC.

· AREAS NOT TO BE DISTURBED - AREAS OUTSIDE PROJECT

PERIMETER

· STEEP SLOPES 3:1 OR GREATER - N/A

· LOCATIONS OF DOWNSTREAM RECEIVING WATERS -

SAUK RIVER (0.24 MILES NORTH)

NOTES:

1. EXISTING IMPROVEMENTS DONE AFTER DATE OF SURVEY ARE

APPROXIMATE. FIELD VERIFY PRIOR TO CONSTRUCTION.

LEGEND

OHE

FO

UGE

GAS

l

W

CO

TEMPORARILY INSTALL

SALVAGED PARKING SIGNS

ON CONSTRUCTION FENCE

BUILDING CONNECTION LINK/

UNDERGROUND TUNNEL

REPLACE CONCRETE SIDEWALK

FROM UTILITY INSTALLATION

20.0012.41

GATE

10' X 12' AIR CHILLER UNIT

CONCRETE HOUSEKEEPING PAD

Architecture Engineering Design-Build paradigm

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 #:

PRINTED NAME: JEREMY E. ANDERSON

4422312/27/2019

R

R

R

R

R

R

13.96

R

R

31.48

216.23

R

R

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R

18.30

6.00

R

8.00

13.34 13.16

R

R

R

R

R

R

1.29

12.00

8.003.04

AutoCAD SHX Text W

AutoCAD SHX Text

IRR

AutoCAD SHX Text

IRR

AutoCAD SHX Text

IRR

AutoCAD SHX Text

BUILDING 116 FFE=1045.71

AutoCAD SHX Text

EXISTING UNDERGROUND STORMWATER SYSTEM

AutoCAD SHX Text

EXISTING SHRUB ROW

AutoCAD SHX Text

PROPOSED CIVIL SITE PLAN

AutoCAD SHX Text HYDRANT SANITARY MANHOLE GATE VALVE POWER POLE LIGHT POLE CATCH BASIN SIGN DECIDUOUS TREE CONIFEROUS TREE SHRUB PEDESTAL GUY WIRE BOLLARD POWER BOX ELECTRIC METER MONITORING WELL SANITARY SEWER CLEANOUT WOOD FENCE STORM SEWER LINE SANITARY SEWER LINE WATERMAIN OVERHEAD ELECTRIC UNDERGROUND TELEPHONE UNDERGROUND FIBER UNDERGROUND ELECTRIC UNDERGROUND GAS LINE CONCRETE PAVEMENT BITUMINOUS PAVEMENT LANDSCAPING BUILDING CHAINLINK CONSTRUCTION FENCE

AutoCAD SHX Text S

AutoCAD SHX Text C3.0

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text Approved Project Director

AutoCAD SHX Text 200 Envoy Circle #201, Louisville KY 40299 - PH: 502.339.8511 - www.paradigmusa.com

AutoCAD SHX Text

FULLY SPRINKLED BID DOCUMENTS FOR CONSTRUCTION

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 656-343

AutoCAD SHX Text

ST CLOUD ADH AND EC SUPPORT

AutoCAD SHX Text

AutoCAD SHX Text

ST CLOUD VA HEALTH CARE SYSTEM

AutoCAD SHX Text

4801 VETERANS DRIVE, ST. CLOUD MN 56303

AutoCAD SHX Text 12-27-2019

AutoCAD SHX Text

JEA

AutoCAD SHX Text

RJK

AutoCAD SHX Text

ADDENDUM 1 - BID AND CONSTRUCTION DOCUMENTS

AutoCAD SHX Text 05/29/20

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0 20' 40'

PROPOSED ADULT DAY

HEALTH CARE BUILDING

FFE=1045.71

FUTURE CLC COTTAGES

FUTURE CLC COTTAGES

STORMTECH -MC3500

48 CHAMBERS

BOTTOM OF CHAMBER ELEVATION: 1036.75

(SEE SHEET C7.3)

PROTECT EXISTING SANITARY LINE

RAISE RIM ELEVATION TO 1043.50

CORE DRILL EXISTING

SANITARY SEWER MANHOLE

(INV:1037.12)

= EXISTING HYDRANT

= EXISTING CURB STOP

= EXISTING GATE VALVE

= EXISTING SANITARY MANHOLE

= EXISTING CLEANOUT

= EXISTING STORM MANHOLE

= EXISTING CATCH BASIN

= EXISTING CULVERT APRON

= EXISTING WATER LINE

= EXISTING SANITARY LINE

= EXISTING STORM LINE

UTILITY NOTES:

1. THE LOCATIONS AND ELEVATIONS OF THE EXISTING UTILITIES SHOWN

HEREIN ARE APPROXIMATE. THEY HAVE BEEN PLOTTED FROM AVAILABLE

SURVEYS AND/ OR RECORDS. THE CONTRACTOR IS RESPONSIBLE TO ENSURE

THAT ANY EXISTING UTILITIES (SHOWN OR NOT SHOWN) ARE NOT DAMAGED

DURING CONSTRUCTION.

2. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATIONS OF ALL

EXISTING UNDERGROUND UTILITIES.

3. CONTRACTOR SHALL FIELD VERIFY ALL BUILDING DIMENSIONS PRIOR TO ANY

CONSTRUCTION.

4. ALL WATER PIPING SHALL BE C900 PVC AND BURIED A MINIMUM OF 8'.

5. STORM SEWER PIPING SHALL BE SCH 40 PVC.

6. SEE WATER DETAILS SHEET FOR ADDITIONAL INFORMATION, SPECIFICATIONS

AND DETAILS.

7. MAINTAIN A MINIMUM OF 10' OF SEPARATION BETWEEN SANITARY SEWER

LINES AND WATER LINES.

8. SANITARY SEWER SERVICE PIPE AND FITTINGS SHALL BE SCH 40 PVC.

SANITARY SEWER SERVICES SHALL INCLUDE 6" PVC WYE, 6" PVC 45° BEND,

PVC SERVICE PIPE AND PVC CLEANOUT WITHIN 5' OF THE BUILDING FOR

UNIT'S CONNECTION.

9. SANITARY SEWER SERVICES SHALL HAVE A MINIMUM OF 1.00% GRADE

10. ALL SANITARY SEWER SERVICES ARE 6" UNLESS NOTED OTHERWISE.

11. CLEANOUT SPACING SHALL NOT EXCEED 100'.

12. SEE SEWER DETAILS SHEET FOR ADDITIONAL INFORMATION, SPECIFICATIONS

AND DETAILS.

13. ALL IMPROVEMENTS SHALL REMAIN VISIBLE UNTIL INSPECTION BY THE VA

STAFF.

14. EXISTING IMPROVEMENTS DONE AFTER DATE OF SURVEY ARE APPROXIMATE.

FIELD VERIFY PRIOR TO CONSTRUCTION.

15. GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED

UTILITIES. 1-800-252-1166

= PROPOSED HYDRANT

= PROPOSED CURB STOP

= PROPOSED GATE VALVE

= PROPOSED SANITARY MANHOLE

= PROPOSED CLEANOUT

= PROPOSED STORM MANHOLE

= PROPOSED CATCH BASIN

= PROPOSED CULVERT APRON

= PROPOSED WATER LINE

= PROPOSED SANITARY LINE

= PROPOSED STORM LINE

CO

D l

UTILITY LEGEND

l

100 LF - 6" PVC SANITARY

SEWER @ 2.00%

98 LF - 10" PVC STORM

SEWER @ 0.50%

STORM MANHOLE

RIM: 1045.60

INV: 1039.88 N,E,S

SUMP: 1036.88

4" SANITARY

CLEANOUT

347 LF - 1" PE

IRRIGATION LINE

CONNECT TO

EXISTING

IRRIGATION WELL

PROTECT 24" STORM SEWER

(FIELD VERIFY SIZE AND LOCATION)

T Y P

STORM MANHOLE

RIM:1044.50

INV TO SYSTEM:1037.42

10" INV S:1039.39

SUMP:1034.42

PROPOSED UNDERGROUND

ELECTRIC LINE

(COORDINATE WITH

ELECTRICAL)

PROPOSED UNDERGROUND

DATA CABLE AND CONDUIT

(COORDINATE WITH

ELECTRICAL)

STORM MANHOLE

RIM:1045.25

INV:1040.52

CORE DRILL AND CONNECT TO

EXISTING CATCH BASIN

(INV:1040.19)

66 LF - 8" PVC STORM SEWER

@ 0.50%

BUILDING CONNECTION LINK/

UNDERGROUND TUNNEL

PROPOSED TRANSFORMER LOCATION

(COORDINATE WITH ELECTRICAL)

6" SCH 40 PVC RAIN LEADER & 6"

CLEANOUT WITH GRATE. POSITION

UNDER DOWNSPOUTS

(TYP AT ALL DOWNSPOUT LOCATIONS)

486 LF - 8" SCH 40 PVC

@ 0.50% MIN.

188 LF - 8" SCH 40 PVC

@ 0.50% MIN.

PROPOSED UNDERGROUND ELECTRIC LINE

FROM GENERATOR TO TUNNEL

(COORDINATE WITH ELECTRICAL)

10' X 12' AIR CHILLER UNIT

CONCRETE HOUSEKEEPING PAD

Architecture Engineering Design-Build paradigm

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 #:

PRINTED NAME: JEREMY E. ANDERSON

4422312/27/2019

11.00

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BUILDING 116 FFE=1045.71

AutoCAD SHX Text

PROPOSED CIVIL UTILITY PLAN

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12" RCP OR VCP

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8" PVC

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8" PVC

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EXISTING UNDERGROUND STORMWATER SYSTEM ELEV:1036.75 AS PER DESIGN

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text C4.0

AutoCAD SHX Text Drawing Title

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ARCHITECT/ENGINEERS:

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

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AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

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AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

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AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text Approved Project Director

AutoCAD SHX Text 200 Envoy Circle #201, Louisville KY 40299 - PH: 502.339.8511 - www.paradigmusa.com

AutoCAD SHX Text

FULLY SPRINKLED BID DOCUMENTS FOR CONSTRUCTION

AutoCAD SHX Text

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AutoCAD SHX Text 656-343

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ST CLOUD ADH AND EC SUPPORT

AutoCAD SHX Text

AutoCAD SHX Text

ST CLOUD VA HEALTH CARE SYSTEM

AutoCAD SHX Text

4801 VETERANS DRIVE, ST. CLOUD MN 56303

AutoCAD SHX Text 12-27-2019

AutoCAD SHX Text

JEA

AutoCAD SHX Text

RJK

AutoCAD SHX Text

ADDENDUM 1 - BID AND CONSTRUCTION DOCUMENTS

AutoCAD SHX Text 05/29/20

AutoCAD SHX Text l l l l l l l l l l l l l

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1045.61

1045.61

1045.61

1045.61

1045.49

1045.55

1045.67

1045.57

1045.57

1045.55 1045.55

1044.67

1044.79

1045.48

1045.10

1044.98

1045.00

1044.88

1045.00 1044.88

1045.57

1045.48

1045.00

1044.88

1045.49

1045.45

1045.45

1045.33

1045.19

1045.41

1045.33

1045.33

1045.11

1045.00 1044.88

1045.23

1045.23 1045.11

1045.00

1044.88

1045.07

1045.29

1045.571045.57

1045.45

1045.00

1044.88

1045.60

1045.60

1045.441045.32

1045.44

1045.32

XXXX.XX

GRADING LEGEND

= EXISTING MAJOR CONTOUR

= EXISTING MINOR CONTOUR

= EXISTING CONTOUR LABEL

= PROPOSED MAJOR CONTOUR

= PROPOSED MINOR CONTOUR

= PROPOSED CONTOUR LABEL

= EXISTING SPOT ELEVATION*

= PROPOSED SPOT ELEVATION*

= PROPOSED SPOT ELEVATION

AT TOP OF SIDEWALK OR

BACK OF CURB

= SURFACE FLOW DIRECTION

*SPOT ELEVATIONS ALONG CURB & GUTTER AND OTHER

REVEALS ARE TO FLOWLINE, UNLESS OTHERWISE NOTED.

XXXX.XXTC

0 20' 40'

MATCH INTO EXISTING

CONCRETE SIDEWALK

MATCH INTO EXISTING

CONCRETE SIDEWALK

PROPOSED ADULT DAY

HEALTH CARE BUILDING

FFE=1045.71

GRADING NOTES:

1. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATIONS OF ALL EXISTING

UNDERGROUND UTILITIES.

2. CONTRACTOR SHALL FIELD VERIFY ALL BUILDING DIMENSIONS PRIOR TO ANY

CONSTRUCTION.

3. SIDEWALKS SHALL MEET VA BARRIER FREE REQUIREMENTS.

4. SIDEWALK SHALL MEET ADA REQUIREMENTS, AND SHALL NOT EXCEED 2.00%

CROSS SLOPE, OR 5.00% LONGITUDINAL SLOPE.

5. HANDICAP PARKING STALLS SHALL MEET VA BARRIER FREE REQUIREMENTS.

6. FILL AREAS UNDER PROPOSED ROADS AND BUILDINGS SHALL BE COMPACTED TO

100% OF THE MAXIMUM DRY DENSITY.

7. ALL EXCESS OR WASTE MATERIAL GENERATED AS PART OF CONSTRUCTION

SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE WITH

STATE AND LOCAL REQUIREMENTS.

8. EXISTING IMPROVEMENTS DONE AFTER DATE OF SURVEY ARE APPROXIMATE.

FIELD VERIFY PRIOR TO CONSTRUCTION.

9. FINISHED GRADE AT BUILDING SHALL BE 0.5' LOWER THAN FINISHED FLOOR

ELEVATION, EXCEPT AT DOOR LOCATIONS.

10. GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED UTILITIES.

1-800-252-1166.

FUTURE CLC COTTAGES

FUTURE CLC COTTAGES

STORMTECH - MC3500

48 CHAMBERS

RAISE RIM ELEVATION TO 1043.50

Architecture Engineering Design-Build paradigm

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 #:

PRINTED NAME: JEREMY E. ANDERSON

4422312/27/2019

AutoCAD SHX Text W

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BUILDING 116 FFE=1045.71

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

EXISTING UNDERGROUND STORMWATER SYSTEM ELEV:1036.75 AS PER DESIGN

AutoCAD SHX Text C5.0

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text Approved Project Director

AutoCAD SHX Text 200 Envoy Circle #201, Louisville KY 40299 - PH: 502.339.8511 - www.paradigmusa.com

AutoCAD SHX Text

FULLY SPRINKLED BID DOCUMENTS FOR CONSTRUCTION

AutoCAD SHX Text

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AutoCAD SHX Text 656-343

AutoCAD SHX Text

ST CLOUD ADH AND EC SUPPORT

AutoCAD SHX Text

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ST CLOUD VA HEALTH CARE SYSTEM

AutoCAD SHX Text

4801 VETERANS DRIVE, ST. CLOUD MN 56303

AutoCAD SHX Text 12-27-2019

AutoCAD SHX Text

JEA

AutoCAD SHX Text

RJK

AutoCAD SHX Text

ADDENDUM 1 - BID AND CONSTRUCTION DOCUMENTS

AutoCAD SHX Text 05/29/20

AutoCAD SHX Text

AutoCAD SHX Text

PROPOSED GRADING PLAN

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0 20' 40'

LEGEND

CONCRETE WALK

BITUMINOUS

CHAIN LINK CONSTRUCTION

FENCE W/ ATTACHED SILT FENCE

INLET PROTECTION

SOD (MNDOT SPEC. 2575.3)

ESC TIME SCHEDULE

NOTE: GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR PROJECT SCHEDULE

CONSTRUCTION SEQUENCE (MONTH)

TEMPORARY CONTROL MEASURES

STRIP AND STOCKPILE TOPSOIL

ROUGH GRADE SEDIMENT CONTROL

STRUCTURE CONSTRUCTION

SITE CONSTRUCTION

STORM INSTALLATION

FINISH GRADING

TURF ESTABLISHMENT

7' HIGH TEMPORARY CHAIN LINK

CONSTRUCTION FENCE W/ ATTACHED

SILT FENCE (TYP)

(SEE SHEET C7.0)

EROSION CONTROL QUANTITIES

INLET PROTECTION - 5 EACH

SOD (MNDOT SPEC. 2575.3) - 4,450 SQUARE YARDS

SEQUENCE OF CONSTRUCTION:

1. INSTALL STABILIZED ROCK CONSTRUCTION ENTRANCE(S).

2. PROVIDE CHAIN LINK CONSTRUCTION FENCE AROUND ENTIRE PERIMETER OF CONSTRUCTION AREA.

3. INSTALL SILT FENCE.

4. CONTACT OWNER'S REPRESENTATIVE TO INSPECT BMP'S. GENERAL CONTRACTOR SHALL HOLD A STORM WATER

PRE-CONSTRUCTION MEETING WITH ALL SUB-CONTRACTORS PRIOR TO CONSTRUCTION.

5. PROVIDE INLET PROTECTION ON INLETS DOWN GRADIENT OF CONSTRUCTION ACTIVITY.

6. BEGIN GRADING THE SITE.

7. TEMPORARILY SEED DISTURBED AREAS AND STABILIZE WITHIN 24 HOURS OF ACTIVELY BEING WORKED.

8. INSTALL STORM SEWER AND ASSOCIATED PIPING AND STRUCTURES.

9. BACKFILL ALL TRENCHES IMMEDIATELY, AND AT THE END OF THE WORKING DAY. NO OPEN TRENCHES ALLOWED

OVERNIGHT.

10. REINSTALL ANY DISTURBED INLET PROTECTION DEVICES.

11. PREPARE SITE FOR SURFACING.

12. PAVE AS INDICATED ON PLANS.

13. COMPLETE FINAL GRADING WITH SALVAGED (SCREENED) TOPSOIL. FERTILIZE AND STABILIZE WITH SOD

IMMEDIATELY AFTER COMPLETION OF GRADING.

14. ALL EROSION AND SEDIMENT CONTROL BMP'S TO BE APPROVED BY THE VA.

15. CONTRACTOR TO HAVE CERTIFIED PERSONNEL TO FOLLOW ALL SWPPP REQUIREMENTS.

16. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES (ONLY IF SITE IS STABILIZED, AND

APPROVED BY THE VA.)

17. CONTRACTOR TO WORK WITH THE VA TO OBTAIN ALL REQUIRED PERMITS.

18. ALL DISTURBED AREAS SHALL BE RESTORED AND STABILIZED WITHIN 7 DAYS OF CONSTRUCTION.

NOTES:

1. SALVAGE AND REPLACE EXISTING TOPSOIL. SCREEN PRIOR TO PLACEMENT AND FERTILIZE UPON STABILIZATION.

2. SILT FENCE SHALL BE PROVIDED ON ALL AREAS DOWN GRADIENT OF CONSTRUCTION ACTIVITY.

3. INLET PROTECTION SHALL BE PROVIDED ON ALL CATCH BASINS AND INLETS DOWN GRADIENT OF CONSTRUCTION

ACTIVITY AND AS INDICATED ON THE PLAN.

4. ALL DISTURBED AREAS SHALL BE RESTORED WITH 6" MINIMUM TOPSOIL AND STABILIZED WITH MNDOT SALT

RESISTANT SOD SPEC. #3878.2C .

5. PROVIDE ROCK CONSTRUCTION ENTRANCE(S). IF SEDIMENT TRACKING SHOULD OCCUR, IT IS THE CONTRACTOR'S

RESPONSIBILITY TO SWEEP STREETS AS NECESSARY TO MINIMIZE SEDIMENT TRACKING.

OWNER:

(NAME)

ST. CLOUD VA HEALTHCARE SYSTEM

4801 VETERANS DRIVE

ST. CLOUD, MN 56303

GENERAL CONTRACTOR:

CONTRACTOR SWPPP QUALIFIED PERSONNEL:

PROPOSED ADULT DAY

HEALTH CARE BUILDING

1.5' WIDE - 4" THICK

BRYAN RED ROCK LANDSCAPING

AROUND BUILDING

GATE

ROCK CONSTRUCTION

ENTRANCE

GATE

ROCK CONSTRUCTION

ENTRANCE

Architecture Engineering Design-Build paradigm

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 #:

PRINTED NAME: JEREMY E. ANDERSON

4422312/27/2019

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AutoCAD SHX Text

IRR

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IRR

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IRR

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BUILDING 116 FFE=1045.71

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EROSION CONTROL PLAN

AutoCAD SHX Text C6.0

AutoCAD SHX Text Drawing Title

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ARCHITECT/ENGINEERS:

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text Approved Project Director

AutoCAD SHX Text 200 Envoy Circle #201, Louisville KY 40299 - PH: 502.339.8511 - www.paradigmusa.com

AutoCAD SHX Text

FULLY SPRINKLED BID DOCUMENTS FOR CONSTRUCTION

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AutoCAD SHX Text

ST CLOUD ADH AND EC SUPPORT

AutoCAD SHX Text

AutoCAD SHX Text

ST CLOUD VA HEALTH CARE SYSTEM

AutoCAD SHX Text

4801 VETERANS DRIVE, ST. CLOUD MN 56303

AutoCAD SHX Text 12-27-2019

AutoCAD SHX Text

JEA

AutoCAD SHX Text

RJK

AutoCAD SHX Text

ADDENDUM 1 - BID AND CONSTRUCTION DOCUMENTS

AutoCAD SHX Text 05/29/20

AutoCAD SHX Text

NOTE: ALL ORGANIC OR OTHER UNSUITABLE

MATERIAL SHALL BE REMOVED FROM

BENEATH THE ROADWAY.

1-1/2" LVNW35030B

1-1/2" BITUMINOUS WEARING

COURSE (LVWE45030B)

8" CLASS 5 AGGREGATE BASE

TACK COAT

COMPACTED SUBGRADE

ADD CHIP SEAL

2"X2" #11 WIRE FABRIC

LINE POST 2 38" OD

POST CAP

TIE WIRES (TYP) ALONG

TOP RAILS AND POSTS

1 58" OD BRACE

RAIL (TYP.)

TENSION BAR

TURNBUCKLE ADJUSTABLE

TRUSS ROD

LINE POST 3" OD

1 58" OD

TOP RAIL

7 GAUGE

TENSION WIRE

HOG RING

8' 0.C.

2" MAX

Architecture Engineering Design-Build paradigm

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 #:

PRINTED NAME: JEREMY E. ANDERSON

4422312/27/2019

AutoCAD SHX Text

AutoCAD SHX Text

NTS

AutoCAD SHX Text

CONCRETE SIDEWALK

AutoCAD SHX Text NOTES: 1. EXPANSION JOINTS SHALL BE LOCATED WHERE SIDEWALK ABUTS CONCRETE DRIVEWAYS, CURB EXPANSION JOINTS SHALL BE LOCATED WHERE SIDEWALK ABUTS CONCRETE DRIVEWAYS, CURB OR OTHER ADJACENT STRUCTURES. 2. ONE-HALF INCH BITUMINOUS JOINT FILLER SHALL BE INSTALLED AT EXPANSION JOINT ONE-HALF INCH BITUMINOUS JOINT FILLER SHALL BE INSTALLED AT EXPANSION JOINT LOCATIONS AND SHALL EXTEND THE FULL DEPTH OF THE CONCRETE. 3. 1-1/4" DEEP CONTRACTION JOINTS SHALL BE PLACED AT INTERVALS OF APPROXIMATELY 12' 1-1/4" DEEP CONTRACTION JOINTS SHALL BE PLACED AT INTERVALS OF APPROXIMATELY 12' OR AT A SPACING THAT MATCHES THE ADJACENT CURB. 4. FORMED CONTRACTION JOINTS SHALL BE FINISHED WITH A TOOL HAVING A 1/4" [6mm] RADIUS. FORMED CONTRACTION JOINTS SHALL BE FINISHED WITH A TOOL HAVING A 1/4" [6mm] RADIUS. 5. SCORED JOINTS SHALL BE 1/4" [6mm] DEEP AND PLACED AT THE SPACING INDICATED FOR SCORED JOINTS SHALL BE 1/4" [6mm] DEEP AND PLACED AT THE SPACING INDICATED FOR THE WIDTH OF SIDEWALK OR MATCH SCORED JOINTS OF ADJACENT CURB. 6. CONCRETE SHALL BE FINISHED BY MEANS OF A FLOAT, STEEL TROWELLED AND BROOMED WITH CONCRETE SHALL BE FINISHED BY MEANS OF A FLOAT, STEEL TROWELLED AND BROOMED WITH A FINE BRUSH IN A TRANSVERSE DIRECTION. 7. 1/4" DEEP SCORED JOINTS (TYP) SPACED AT 6' [1829mm] OR EQUAL TO SIDEWALK WIDTH.1/4" DEEP SCORED JOINTS (TYP) SPACED AT 6' [1829mm] OR EQUAL TO SIDEWALK WIDTH.

AutoCAD SHX Text

TOP OF CURB

AutoCAD SHX Text

1% MIN. 2% MAX.

AutoCAD SHX Text

1% MIN. 2% MAX.

AutoCAD SHX Text

10.5' MAX.

AutoCAD SHX Text

TYPICAL SECTION

AutoCAD SHX Text

REINFORCEMENT DETAIL

AutoCAD SHX Text

EXPANSION JOINT TO EXPANSION JOINT

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EXPANSION JOINT TO EXPANSION JOINT

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(TYP)

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PLANS

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PLANS

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PLAN

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NTS

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7' TEMPORARY CHAIN LINK CONSTRUCTION FENCE DETAIL

AutoCAD SHX Text

1-1/4" SCORED OR SAWCUT CONTRACTION JOINT.

AutoCAD SHX Text

1/4" DEEP SCORED JOINTS

AutoCAD SHX Text

1/4" R. (TYP.) FORMED JOINTS ONLY

AutoCAD SHX Text

CLASS "B" CONCRETE

AutoCAD SHX Text

EXPANSION JOINT WITH 1/4" BITUMINOUS JOINT FILLER

AutoCAD SHX Text

EXPANSION AND SCORED JOINT DETAIL

AutoCAD SHX Text

3/4" DIA. 1'-4" LONG SMOOTH BAR DOWELS THROUGH EACH EXPANSION JOINT

AutoCAD SHX Text

3# REBAR SPACED 10" O.C. BOTH WAYS (DISCONTINUE REBAR 2" FROM JOINTS)

AutoCAD SHX Text

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NTS

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TYPICAL BITUMINOUS REPAIR SECTION

AutoCAD SHX Text NOTES: 1. ALL FENCE FABRIC, POSTS AND HARDWARE SHALL HAVE A ALL FENCE FABRIC, POSTS AND HARDWARE SHALL HAVE A GALVANIZED FINISH CONFORMING TO ASTM A153 OR 120/123.

AutoCAD SHX Text

CIVIL DETAILS

AutoCAD SHX Text C7.0

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text Approved Project Director

AutoCAD SHX Text 200 Envoy Circle #201, Louisville KY 40299 - PH: 502.339.8511 - www.paradigmusa.com

AutoCAD SHX Text

FULLY SPRINKLED BID DOCUMENTS FOR CONSTRUCTION

AutoCAD SHX Text

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AutoCAD SHX Text E

AutoCAD SHX Text D

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AutoCAD SHX Text 656-343

AutoCAD SHX Text

ST CLOUD ADH AND EC SUPPORT

AutoCAD SHX Text

AutoCAD SHX Text

ST CLOUD VA HEALTH CARE SYSTEM

AutoCAD SHX Text

4801 VETERANS DRIVE, ST. CLOUD MN 56303

AutoCAD SHX Text 12-27-2019

AutoCAD SHX Text

JEA

AutoCAD SHX Text

RJK

AutoCAD SHX Text

ADDENDUM 1 - BID AND CONSTRUCTION DOCUMENTS

AutoCAD SHX Text 05/29/20

AutoCAD SHX Text

NOTE:

1. USE METAL SHIMS ONLY AT ADJUSTING

RINGS WHEN LEVELING.

1/2 P

IP

E

DI

A.

(C

MN/DOT CASTING NO. 700-7

WITH SELF-SEALING COVER

CASTING AS MANUFACTURED

BY NEENAH OR APPROVED EQUAL

MIN. OF TWO PRECAST CONC.

ADJUSTING RINGS MN/DOT

STANDARD PLATE NO. 4010H

ECCENTRIC CONE MN/DOT

STANDARD PLATE NO. 4005L

M.H. STEPS MN/DOT

STANDARD PLATE

NO. 4180H 16" O.C.

RUBBER GASKETED JOINT

PRECAST MORTAR INVERT

RCP

INTEGRAL CAST BASE

SECTION MN/DOT

STANDARD PLATE

NO. 4007C

GRANULAR BEDDING

1. 0-12" DEPTH TRENCH

SLOPE DEPENDS ON SOIL TYPE.

2. 12-20' DEPTH TRENCH

SLOPE DEPENDS ON SOIL TYPE.

3. 0-20' DEPTH TRENCH

SUPPORT OR SHIELD SYSTEM CAN BE UTILIZED TO REDUCE TRENCH

WIDTH.

4. 20' OR GREATER DEPTH TRENCH

EXCAVATION MUST BE DESIGNED BY A LICENSED PROFESSIONAL

ENGINEER. CONTRACTOR SHALL HAVE THE DESIGN COMPLETED AT

HIS EXPENSE AND PROVIDE A COPY TO THE OWNER AND THE PROJECT

ENGINEER.

(A) MINIMUM TRENCH WIDTH SHALL ALLOW FOR SIX INCHES OF

CLEARANCE ON EACH SIDE OF PIPE JOINT HUB.

(B) THE TRENCH MAY BE OVEREXCAVATED A MIN. OF 6" & BACKFILLED

WITH COMPACTED GRANULAR MATERIALS WHEN ROCK,

INCOMPRESSIBLE MATERIALS, OR UNSTABLE SOILS ARE

ENCOUNTERED.

(C) COMPACTED GRANULAR ENCASEMENT MATERIAL SHALL COVER THE

TOP OF PIPE BY AT LEAST 12" AND EXTEND THE FULL WIDTH OF THE

TRENCH OR AT LEAST 2 1/2" TIMES THE PIPE DIAMETER ON EACH SIDE

OF THE PIPE.

(D) BEDDING AND HAUNCHING MATERIAL SHALL BE PLACED AND

COMPACTED TO PROVIDE FULL SUPPORT FOR THE LENGTH OF THE

PIPE.

NOTES:

THIS DETAIL APPLIES TO SANITARY SEWER, STORM SEWER, WATERMAIN,

AND ALL SERVICE PIPES.

(A)

COMPACTED GRANULAR

ENCASEMENT MATERIAL

GRANULAR BEDDING MATERIAL

PIPE

3 PIECE ADJUSTABLE ROADWAY

BOX EXTENSIONS AS REQUIRED

NO. 12 COPPER

TRACER WIRE

GROUND LEVEL

GATE VALVE

18" x 18" x 6"

CONCRETE BLOCK

PRECAST CONCRETE

THRUST BLOCKING

UNDISTURBED EARTH

TEE

RESTRAINER GLAND ALL JOINTS

BETWEEN TEE AND GATE VALVE ON

ALL WATER SERVICE LEADS.

CORE DRILL EXISTING MAHOLE

FLOWLINE SHALL MATCH INSIDE

INVERT OF PIPE

MORTAR INVERT TO MATCH

PRECAST BENCH

POSITIVE SEAL GASKETING WITH

POWER SLEEVE EXPANSION

NO. 12 COPPER

TRACER WIRE

Architecture Engineering Design-Build paradigm

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 #:

PRINTED NAME: JEREMY E. ANDERSON

4422312/27/2019

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NTS

AutoCAD SHX Text

STANDARD DESIGN "F" STORM MANHOLE

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NTS

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TYPICAL PIPE BEDDING DETAIL

AutoCAD SHX Text

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NTS

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WATER SERVICE CONNECTION DETAIL

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NTS

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CORE DRILL TO EXISTING MANHOLE DETAIL

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END OF LINE CLEANOUT

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IN LINE CLEANOUT

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CLEANOUT CASING

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NTS

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BED LONG SWEEP BEND OR COMBINATION WYE ON VIRGIN SOIL OR 1 " ROCK12" ROCK

AutoCAD SHX Text

LONG SWEEP BEND PVC SDR 26 OR ACCEPTED EQUAL

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COMBINATION WYE PVC SDR 26 OR ACCEPTED EQUAL

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MAXIMUM SPACING 90'

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SDR 26 PVC RISER

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PVC THREADED PLUG 3" BELOW CASTING

AutoCAD SHX Text CASTING REQUIRED ON CLEANOUT IN PAVEMENT OR UNDEVELOPED AREA. CASTING SHALL BE MINNEAPOLIS STANDARD NEENAH R-1970 SERIES OR ACCEPTED EQUAL

AutoCAD SHX Text

CIVIL DETAILS

AutoCAD SHX Text C7.1

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text Approved Project Director

AutoCAD SHX Text 200 Envoy Circle #201, Louisville KY 40299 - PH: 502.339.8511 - www.paradigmusa.com

AutoCAD SHX Text

FULLY SPRINKLED BID DOCUMENTS FOR CONSTRUCTION

AutoCAD SHX Text

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ST CLOUD ADH AND EC SUPPORT

AutoCAD SHX Text

AutoCAD SHX Text

ST CLOUD VA HEALTH CARE SYSTEM

AutoCAD SHX Text

4801 VETERANS DRIVE, ST. CLOUD MN 56303

AutoCAD SHX Text 12-27-2019

AutoCAD SHX Text

JEA

AutoCAD SHX Text

RJK

AutoCAD SHX Text

ADDENDUM 1 - BID AND CONSTRUCTION DOCUMENTS

AutoCAD SHX Text 05/29/20

AutoCAD SHX Text

FLOWFLOW

FLOWFLOW

FLOW

VARIABLE

1:6 TYPICAL

25' MIN. WITH

10-20% SLOPE GRADE

FLOW

TOE OF SLOPE

FUTURE BRIDGE

ROADWAY SHOULDER

VARIABLE1:2 TYP.

BRIDGE END SLOPE

BRIDGE FILL

WATER COURSE FLOW VELOCITY: STAGNANT

CONTRIBUTING SLOPE AREA: 1/2 ACRE

TOE OF SLOPE

FUTURE BRIDGE

ROADWAY SHOULDER

VARIABLE1:2 TYP.

BRIDGE END SLOPE

BRIDGE FILL

EMBANKMENT

SILT FENCE TO MEET

SAND BAG BARRIER

CONTRIBUTING SLOPE AREA: 1 ACRE

SILT FENCE WRAPPED AROUND

TOE OF EMBANKMENT

TOE OF SLOPE

FUTURE BRIDGE

ROADWAY SHOULDER

VARIABLE1:2 TYP.

EMBANKMENT

EMBANKMENT OR WORK ROAD FILL

CONTRIBUTING SLOPE AREA: 3 ACRES

EMBANKMENT OR WORK ROAD END SLOPE

SILT FENCE TO

MEET SHEETING

SAND BAG BARRIER 3 FT.

HIGH ADJACENT TO WATER

COURSE. EXTEND 50 FT. BACK

FROM TOE OF END SLOPE.

DESIGN GUIDELINES:

DESIGN GUIDELINES:

DESIGN GUIDELINES:

< ROADWAY

LOCATION OF SILT FENCE

AT TOE OF ROADWAY EMBANKMENT

5 FT. MIN. LENGTH POST

AT 6 FT. MAX. SPACING GEOTEXTILE FABRIC, 36'' WIDE

6'' MIN.

6'' MIN.

SILT FENCE, HEAVY DUTY

TIRE COMPACTION ZONE

5 FT. MIN. LENGTH POST

AT 6 FT. MAX. SPACING

GEOTEXTILE FABRIC, 36'' WIDE

MACHINE SLICE

8'' - 12'' DEPTH

PLASTIC ZIP TIES

( 50 LB. TENSILE )

LOCATED IN TOP 8''

SILT FENCE, MACHINE SLICED

6''

MIN.

FABRIC ANCHORAGE

TRENCH. BACKFILL

WITH TAMPED

NATURAL SOIL

STAPLES

5 FT. MIN. LENGTH POST

AT 6 FT. MAX. SPACING GEOTEXTILE FABRIC, 36'' WIDE

MI

N.6''

MI

N.

P

OS

T

EM

BE

DM

EN

T

SILT FENCE, PREASSEMBLED

SILT FENCE NEAR TOE OF

SLOPE AND OUTSIDE OF

CONSTRUCTION LIMITS

MAXIMUM CONTRIBUTING AREA: 1 ACRE.

TO PROTECT AREAS FROM SHEET FLOW.

DESIGN GUIDELINES:

MAXIMUM CONTRIBUTING AREA: 1 ACRE.

TO PROTECT AREAS FROM SHEET FLOW.

DESIGN GUIDELINES:

MAXIMUM CONTRIBUTING AREA: 1 ACRE.

TO PROTECT AREAS FROM SHEET FLOW.

DESIGN GUIDELINES:

(HAND INSTALLED)

SILT FENCE DISTRURBED SOIL,

WORK AREA DRAINSTO STREAM

CONSTRUCTION

LIMITS

CONSTRUCTION

LIMITS

MINIMUM POSSIBLE TURNING

RADIUS = 10' (MAY BE LARGER

SILT FENCE

SILT FENCE, J-HOOK INSTALLATION

STREAM BANK OR TOE OF SLOPE

STREAM BANK OR TOE OF SLOPE

PLAN VIEW SIDE VIEW

2' 0''

M

IN

. P

OS

T

EM

BE

DM

EN

T

EM

BE

DM

EN

T2' 0''

M

IN

. P

OS

T

NOTES:

SILT FENCE AT BRIDGE EMBANKMENT ADJACENT TO WATER

GEOTEXTILE FABRIC, 36'' WIDE

COARSE FILTER AGGREGATE

12"

12"

COARSE FILTER AGGREGATE (SPEC. 3149) SHALL BE INCIDENTAL.

FABRIC ANCHORAGE TRENCH.

BACKFILL WITH TAMPED

NATURAL SOIL. SEE OPTIONAL

METHOD IN INSET.

SEE SPECS. 2573, 3149 & 3886.

OPTIONAL METHOD

FOR SILT FENCE, HEAVY DUTY

WATER COURSE FLOW VELOCITY: 1 TO 7 FT./SEC.

GEOTEXTILE FABRIC

WATER COURSE FLOW VELOCITY: 8 TO 15 FT./SEC.

TEMPORARY SHEETING ADJACENT

TO WATER COURSE. EXTEND 10 FT.

BACK FROM TOE OF END SLOPE.

WITH LARGER EQUIPMENT)

8" DIA.

TYPE 9 MULCH

CATCH BASIN/

MANHOLE

FLANGES

FLAP POCKET

FRONT, BACK, AND

BOTTOM TO BE

MADE FROM SINGLE

PIECE OF FABRIC.

INLET SPECIFICATIONS AS PER THE PLAN

DIMENSION LENGTH AND WIDTH TO MATCH

NOTES:

MINIMUM DOUBLE

STITCHED SEAMS ALL

AROUND SIDE PIECES

AND ON FLAP POCKETS

TYPE 9 MULCH

SPACING(CAN BE INSTALLED IN ANY INLET TYPE

WITH OR WITHOUT A CURB BOX)

1:21:2

DROP INLET WITH GRATE

TU

BE

R

IS

ER

FI

LT

ER

S

OC

K

2'- 0"

2 1/2"

D=2"

TUBE RISER

14.75"

R

36" GEOTEXTILE

5' MIN. LENGTH POST

2"

2"

6"

6" DIAMETER

12"

2"

ADJUST LEVEL OF FILTER

SOCK TO BE BELOW ROAD

SURFACE ELEV.

2.5' MAX

PLASTIC ZIP TIES

(50 LB TENSILE) HOLDS

GEOTEXTILE IN PLACE

ON ALL POSTS

GEOTEXTILE ANCHORAGE

LAY GEOTEXTILE UNDER

TYPE 9 MULCH 12" OUT

" 10

"-1 2"

12"

USE WHERE INLET DRAINS IN AN AREA WITH SLOPES AT 1:3 or LESS

BUTT JOINTS

FINISHED SIZE, INCLUDING POCKETS WHERE REQUIRED SHALL EXTEND A MINIMUM OF

10 INCHES AROUND THE PERIMETER TO FACILITATE MAINTENANCE OR REMOVAL.

ENDS SECURELY CLOSED TO

PREVENT LOSS OF OPEN GRADED

AGGREGATE FILL. SECURED WITH

50 PSI. ZIP TIE.

SECTION SECTION

PERSPECTIVE VIEW

(DOWN POSITION)(UP POSITION)FILTER BAG INSERT

SEDIMENT CONTROL INLET HAT

SILT FENCE RING AND ROCK FILTER BERM

USE REBAR OR STEEL ROD

FOR REMOVAL ( FOR INLETS

WITH CAST CURB BOX REPLACE

ROD WITH WOOD 2" X 4") .

EXTEND 10" BEYOND GRATE

WIDTH ON BOTH SIDES, LENGTH

VARIES. SECURE TO GRATE WITH

WIRE OR PLASTIC TIES

POP-UP HEAD

MANUFACTURED ALTERNATIVES LISTED ON Mn/DOT'S APPROVED PRODUCTS LIST

MAY BE SUBSTITUTED.

TUBE RISER

POLYETHYLENE

NOTE:

THE SEDIMENT CONTROL BARRIER SHALL BE A METAL

OR PLASTIC/POLYETHYLENE RISER SIZED TO FIT INSIDE

THE CATCH BASIN/MANHOLE; HAVE PERFORATIONS TO ALLOW

FOR WATER INFILTRATION; HAVE AN OVERFLOW OPENING,

FLANGES AND A LID/COVER.

GROUND LINE

" M

N.

P

OS

T

E

MB

OD

IM

EN

T

8"

ALL GEOTEXTILE USED FOR INLET PROTECTION SHALL BE MONOFILAMENT IN BOTH

DIRECTIONS, MEETING SPEC. 3886.

SEE SPECS. 2573, 3137, 3886 & 3891.

INSTALLATION NOTES:

DO NOT INSTALL FILTER BAG INSERT IN INLETS SHALLOWER THAN 30 INCHES,

MEASURED FROM THE BOTTOM OF THE INLET TO THE TOP OF THE GRATE. THE

INSTALLED BAG SHALL HAVE A MINIMUM SIDE CLEARANCE OF 3 INCHES BETWEEN

THE INLET WALLS AND THE BAG, MEASURED AT THE BOTTOM OF THE OVERFLOW HOLES.

WHERE NECESSARY THE CONTRACTOR SHALL CLINCH THE BAG, USING PLASTIC ZIP TIES,

TO ACHIEVE THE 3 INCH SIDE CLEARANCE.

OVERFLOW HOLES (2" X 4" HOLE SHALL

BE HEAT CUT INTO ALL FOUR SIDE PANELS)

SOCK HEIGHT MUST NOT BE SO HIGH AS TO SLOW DOWN WATER FILTRATION TO CAUSE

FLOODING OF THE ROADWAY.

FLAP POCKETS SHALL BE LARGE ENOUGH TO ACCEPT WOOD 2 INCH X 4 INCH OR USE A

ROCK SOCK OR SAND BAGS IN PLACE OF THE FLAP POCKETS.

3/16" THICK (MIN.)

STEEL COVER

3/16" THICK (MIN.)

STEEL PLATE

3/16" THICK (MIN.)

STEEL PLATE

ROCK LOG/COMPOST LOG

1/2 W

D

W

1/2 D

GEOTEXTILE SOCK BETWEEN 4-10 FEET LONG AND 4-6 INCH DIAMETER. SEAM TO BE

JOINED BY TWO ROWS OF STITCHING WITH A PLASTIC MESH BACKING OR PROVIDE A

HEAT BONDED SEAM (OR APPROVED EQUIVALENT). FILL ROCK LOG WITH OPEN GRADED

AGGREGATE CONSISTING OF SOUND DURABLE PARTICLES…