S02_Final_Drawings_-_Part_1_43_Pages.pdf

B

UP

UPDN

B

12" HACKBERRY

18" MAPLE

20" ASH

12" HACKBERRY

6" ELM

16" ELM

18" HACKBERRY

14" ASH

24" MAPLE

17" HACKBERRY

22" PINE

24" PINE

30" SPRUCE

3" MAPLE

12" HACKBERRY

3" MAPLE

14" ASH

4" MAPLE

3" ASH

3" ASH

3" ASH

6" MAPLE

2" MAPLE

12" ASH

22" MAPLE

8" PINE

4" CRAB APPLE

3" CRAB APPLE

3" CRAB APPLE

RIM 1044.28

INV 1041.01

H

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P

I

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A

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D

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V

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BLDG. # 111

VA MEDICAL CENTER

RIM 1043.87

INV 1040.74

C

RIM 1044.78

INV 1040.67

RIM 1044.55

INV 1041.21

C

12" PVC

RIM 1046.28

INV 1041.25

RIM 1045.25

INV N 1040.41

INV S 1040.40

INV E 1040.37

RIM 1047.69

INV 1040.15

P V C

12" PVC

RIM 1044.66

INV W 1040.64

INV SE 1043.69

10" PVC

C

P

P

STORM DRAIN

RIM 1046.40

INV 1042.39

P V C

RIM 1047.81

INV 1034.28

RIM 1047.19

INV 1034.03

RIM 1047.16

INV 1034.00

RIM 1046.06

INV 1033.83

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CITY WATERMAIN

D O

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TEMPORARY

CONSTRUCTION

FENCE

RIM 1045.00

INV 1041.10

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FFE=1045.42

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C O N C R E T E S

I D E W A L K

STEAM MANHOLE

A N

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L A N

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G R A S S

G R A S S

G R A S S

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G R A S S

L A N D S C A P E

RETAINING

WALL

RETAINING

WALL

L A N D S C A P E

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8" DIP

10" DIP

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S T E A M

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RETAINING

WALL

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6" P

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6" SEWER SERVICE

(INV 1038.8)

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EXISTING BUILDING

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BOLLARD

BASE

RIM 1049.35

INV 1042.75

CONC.

CONC.

1046.85

EOF

1046.48

EOF

UTILITY

TUNNEL

UTILITY

TUNNEL

6" MAPLE

6" MAPLE

RELOCATE FIRE DEPARTMENT

CONNECTION, SEE MEP PLANS

REMOVE CONCRETE WALK,

SAWCUT AT NEAREST JOINT (TYP.)

REMOVE ROCK MULCH

(TYP. OF IMPACTED AREAS)

REMOVE STORM SEWER,

SEE DWG. NO. 111-CS301

REMOVE AND SALVAGE

RETAINING WALL BLOCK

ABANDON SANITARY SEWER IN-PLACE

BY PLUGGING ENDS AND FILLING

WITH FLOWABLE FILL OR EQUAL AS

APPROVED BY THE ENGINEER

RELOCATE IRRIGATION

CONNECTION, SEE MEP PLANS

X

REMOVE DRAIN TILE

AND STORM DRAIN

REMOVE

PIPE RAIL

X

X

X

X

REMOVE MECHANICAL SYSTEM,

INCLUDING CONCRETE PAD,

SEE MEP PLANS

REMOVE

LANDSCAPING

(TYP.)

X

X

REMOVE AND SALVAGE

LIGHT POLE

REMOVE CONCRETE WALK,

SAWCUT AT NEAREST JOINT (TYP.)

PROTECT LIGHTING

BOLLARDS

PROTECT RETAINING

WALL IN-PLACE

INSTALL 5' WIDE TEMPORARY

CONCRETE WALK, REMOVE

WALK AS PART OF THE FINAL

SITE RESTORATION WORK

RELOCATE SIGN TO GREENSPACE

ADJACENT TO TEMPORARY WALK,

RELOCATE SIGN TO ORIGINAL

LOCATION AFTER REMOVAL OF

TEMPORARY WALK, COORDINATE

LOCATIONS WITH OWNER (TYP.)

PROTECT WALK

IN-PLACE

PROJECT BOUNDARY

LEGEND-PROPOSED

CALL BEFORE YOU DIG !

MINNESOTA LAW REQUIRES EXCAVATORS TO NOTIFY

THE REGIONAL NOTIFICATION CENTER AT LEAST TWO

(2) BUSINESS DAYS BUT NOT MORE

THAN FOURTEEN (14) CALENDAR DAYS

PRIOR TO EXCAVATION

GOPHER STATE

ONE CALL

www.gopherstateonecall.org

1-800-252-1166

BENCHMARK (BM): TOP NUT HYDRANT, AS DENOTED ON PLAN,

ELEVATION=1049.51 (NAVD 88)

BENCHMARK

BOLLARD

CATCH BASIN

ROUND CATCH BASIN

FIRE DEPT CONNECTION

HYDRANT

LIGHT POLE

MANHOLE

SANITARY MANHOLE

SIGN

POWER TRANSFORMER

WATER VALVE

IRRIGATION VALVE

CONTOUR

FENCE

SANITARY SEWER

STORM SEWER

WATERMAIN

UNDERGROUND ELECTRICAL

IRRIGATION LINE

CONCRETE UTILITY TUNNEL

DECIDUOUS

EVERGREEN

LEGEND-EXISTING

1. CONTRACTOR SHALL DETERMINE LOCATION OF EXISTING PUBLIC AND

PRIVATE UTILITIES PRIOR TO CONSTRUCTION AND SHALL BE

RESPONSIBLE FOR PRESERVING THESE. CONTRACTOR SHALL USE THE

SERVICES OF A PRIVATE LOCATING COMPANY. ANY REPAIRS NECESSARY

DUE TO CONTRACTORS OPERATIONS SHALL BE MADE AT CONTRACTORS

EXPENSE.

2. THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY

QUALITY LEVEL D. THIS UTILITY QUALITY LEVEL WAS DETERMINED

ACCORDING TO THE GUIDELINES OF CI/ASCE 38-02, ENTITLED

"STANDARD GUIDELINE FOR THE COLLECTION AND DEPICTION OF

EXISTING SUBSURFACE UTILITY DATA."

3. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING STORMWATER

DRAINAGE THROUGHOUT CONSTRUCTION.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SIGNING AND FLAGGING

AND TO MAINTAIN, CONTROL, AND SAFEGUARD VEHICLE AND PEDESTRIAN

TRAFFIC. ALL STREETS AND DRIVEWAY ENTRANCES SHALL REMAIN OPEN

TO TRAFFIC DURING CONSTRUCTION. THIS WORK SHALL BE IN

ACCORDANCE WITH THE LATEST VERSION OF THE MINNESOTA MANUAL ON

UNIFORM TRAFFIC CONTROL DEVICES (MN MUTCD).

5. ALL TREE REMOVAL SHALL BE FIELD VERIFIED AND APPROVED BY THE

OWNER PRIOR TO EXCAVATION. SEVER POTENTIAL TREE ROOTS WITHIN

THE EXCAVATION AREA WITH AN APPROVED ROOT CUTTER. CONTRACTOR

SHALL BE RESPONSIBLE FOR TREE PRUNING AS NEEDED.

6. IRRIGATION INFRASTRUCTURE SHALL BE REMOVED/RELOCATED AS

REQUIRED. CONTRACTOR TO COORDINATE WITH OWNER.

REMOVAL NOTES

X

CONTRACTOR SHALL FIELD

VERIFY ALL UTILITIES WITH

OWNER PRIOR TO EXCAVATION.

TEMPORARY CONCRETE WALK

DET-1

4" CONCRETE (Mn/DOT 2461)

4" GRANULAR BACKFILL (Mn/DOT 3149.2D.1)

OR APPROVED ONSITE GRANULAR MATERIAL

V

X

APPROVED, COMPACTED SUBGRADE

2.0

2'

MIN.

5'

6" MIN.

(TYP.)

NOTE:

1. CONCRETE WALK CONSTRUCTION SHALL CONFORM TO Mn/DOT 2521.

2. CONTROL JOINTS SHALL BE EQUALLY SPACED AND CUT TO 1/3 PAVEMENT

THICKNESS. SAWCUT, NO TOOLED JOINTS.

3. EXPANSION JOINT SPACING SHALL BE EVERY 100'. FILL AND SEAL.

2.0%

PAVEMENT REMOVAL

REMOVAL/ABANDONMENT, AS DENOTED ON PLAN

TREE PROTECTION FENCE

TREE REMOVAL

TEMPORARY CONCRETE WALK

LANDSCAPING REMOVAL

PROJECT BOUNDARY

EXISTING

CURB

HANSEN THORP PELLINEN OLSON, Inc.

7510 Market Place Drive Eden Prairie, MN 55344

952-829-0700 952-829-7806 fax

Engineering Surveying

Landscape Architecture

CONSTRUCTION DOCUMENTS SUBMISSION

AutoCAD SHX Text

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AutoCAD SHX Text Scale in feet

AutoCAD SHX Text S

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TR

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WV

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111-CD101

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EXISTING CONDITIONS / REMOVALS PLAN

AutoCAD SHX Text one eighth inch = one foot

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AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

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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

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

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AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

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2201 12TH STREET NORTH, STE. E

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OBERMILLER-NELSON ENGINEERING, INC

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1020 36TH STREET SW

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FARGO, NORTH DAKOTA 58103

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HEYER ENGINEERING

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STRUCTURAL

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BUILDING COMMISSIONING

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MECHANICAL, FIRE PROTECTION & ELECTRICAL

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FARGO, NORTH DAKOTA 58102

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2201 12TH STREET NORTH, STE. E

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COMMISSIONING SOLUTIONS

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FARGO, NORTH DAKOTA 58102

AutoCAD SHX Text No

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DATE

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REVISION

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DRAWING TITLE

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APPROVED: CHIEF OF STAFF

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APPROVED: HEALTH CARE SYSTEM DIRECTOR

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APPROVED: CHIEF OF POLICE

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APPROVED: DIRECTOR FMS

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DATE:

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APPROVED: SAFETY MANAGER

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DATE:

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APPROVED: GEMS COORDINATOR

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APPROVED: PROJECTS SECTION MANAGER

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APPROVED: SERVICE LINE DIRECTOR

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DATE:

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DATE:

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DATE:

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APPROVED: INFECTION CONTROL NURSE

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APPROVED: PATIENT SAFETY

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DATE:

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DATE:

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DATE:

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CHECKED BY

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ST.CLOUD, MN 56303

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VA MEDICAL CENTER

AutoCAD SHX Text BUILDING No

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LOCATION

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DATE:

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DATE:

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DRAWING NO.

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DRAWN

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DWG. OF

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PROJECT TITLE

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PLOT SCALE

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PROJECT NO.

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DATE:

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APPROVED: ASSOCIATE HEALTH CARE SYSTEM DIRECTOR

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FOSS PROJ. NO. 1327.00

AutoCAD SHX Text

SUBMISSION DATE

AutoCAD SHX Text 656-341

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EXPAND / CONSTRUCT

AutoCAD SHX Text

OUTPATIENT MENTAL

AutoCAD SHX Text

HEALTH CLINIC

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AutoCAD SHX Text 1 : 1

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AMP/ALM

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CJH

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AutoCAD SHX Text 11/30/18

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CIVIL

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HANSEN THORP PELLINEN OLSON, INC

AutoCAD SHX Text

7510 MARKET PLACE DRIVE

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EDEN PRAIRIE, MN 55344

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REG. NO: 42728

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LICENSED PROFESSIONAL ENGINEER UNDER THE

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MY DIRECT SUPERVISION AND THAT I AM A DULY

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OR REPORT WAS PREPARED BY ME OR UNDER

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I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION

AutoCAD SHX Text %%U

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DATE: %%U 11/30/2018

AutoCAD SHX Text

CHARLES J. HOWLEY

AutoCAD SHX Text

LAWS OF THE STATE OF MINNESOTA.

20" ASH

12" HACKBERRY

6" ELM

16" ELM

18" HACKBERRY

14" ASH

24" MAPLE

17" HACKBERRY

22" PINE

24" PINE

30" SPRUCE

3" MAPLE

12" HACKBERRY

3" MAPLE

14" ASH

4" MAPLE

3" ASH

3" ASH

3" ASH

6" MAPLE

2" MAPLE

12" ASH

22" MAPLE

8" PINE

4" CRAB APPLE

3" CRAB APPLE

3" CRAB APPLE

VA MEDICAL CENTER

C

C

12" PVC

P V C

12" PVC

10" PVC

P

P

P V C

C

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A

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CITY WATERMAIN

D O

M E S T I C

W

A T E R

S U

P P L Y

C I T Y

W

A T E R M

A I N

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TEMPORARY

CONSTRUCTION

FENCE

P

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C O N C R E T E S

I D E W A L K

A N

D S C A P E

L A N

D S C A P E

G R A S S

G R A S S

G R A S S

B

I

L A N D S C A P E

RETAINING

WALL

RETAINING

WALL

L A N D S C A P E

P

8" DIP

10" DIP

P

P

C

P V

H

P

S T E A M

H

P

R E T U

R N

RETAINING

WALL

G

R

A

D

I P

D

I P

D

I P

EXISTING BUILDING

P I P E

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A

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UTILITY

TUNNEL

M

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C

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CONC

APRON

CONC

APRON

CONC

APRON

I R R I G

A T I O

N

LIGHT

BOLLARD

BASE

CONC.

CONC.

UTILITY

TUNNEL

UTILITY

TUNNEL

6" MAPLE

6" MAPLE

BUILDING ADDITION,

SEE ARCH. PLANS

CONCRETE PAD

FOR CHILLER,

SEE MEP PLANS

PROJECT

BOUNDARY

BUILDING ADDITION,

SEE ARCH. PLANS

BUILDING ADDITION,

SEE ARCH. PLANS

5' WIDE CONCRETE WALK

AND STEPS WITH PIPE

RAIL, MATCH EXISTING

CONCRETE WALK AT

NEAREST JOINT

MODULAR BLOCK

RETAINING WALL,

SEE DET-8 ON DWG.

NO. 111-CS302

WITH OWNER, EXTEND TO EXISTING WALK

6' WIDE

CONCRETE WALK

(ADA ACCESSIBLE)

6' WIDE

CONCRETE WALK

(ADA ACCESSIBLE)

LANDING

LANDING

REINSTALL 7' WIDE

CONCRETE WALK IN

EXISTING LOCATION

AFTER COMPLETION OF

CONSTRUCTION

LANDING

CAUTION:

PROTECT EXISTING

UTILITY TUNNEL

HANSEN THORP PELLINEN OLSON, Inc.

7510 Market Place Drive Eden Prairie, MN 55344

952-829-0700 952-829-7806 fax

Engineering Surveying

Landscape Architecture

CONSTRUCTION DOCUMENTS SUBMISSION

LEGEND-PROPOSED

PROJECT BOUNDARY

PIPE RAIL

CONCRETE WALK/PAD

STOOP

CALL BEFORE YOU DIG !

MINNESOTA LAW REQUIRES EXCAVATORS TO NOTIFY

THE REGIONAL NOTIFICATION CENTER AT LEAST TWO

(2) BUSINESS DAYS BUT NOT MORE

THAN FOURTEEN (14) CALENDAR DAYS

PRIOR TO EXCAVATION

GOPHER STATE

ONE CALL

www.gopherstateonecall.org

1-800-252-1166

1. SEE ARCH/STRUCTURAL PLANS FOR STOOP INFORMATION.

SITE PLAN NOTES

CONCRETE WALK/PAD SECTION

DET-3

6" CONCRETE (Mn/DOT 2461)

6" CL. 5 AGGREGATE BASE (Mn/DOT 2211)

V

X

V

X

APPROVED, COMPACTED SUBGRADE

2.0

M

AX

2'

MIN.

SEE PLAN

2'

MIN.

6" MIN.

(TYP.)

NOTE:

1. CONCRETE WALK/PAD CONSTRUCTION SHALL CONFORM TO Mn/DOT 2521.

2. CONTROL JOINTS SHALL BE EQUALLY SPACED AND CUT TO 1/3 PAVEMENT

THICKNESS. SAWCUT, NO TOOLED JOINTS. VERIFY JOINTING PLAN WITH ENGINEER.

3. EXPANSION JOINT SPACING SHALL BE EVERY 100'. FILL AND SEAL.

4. SEE DWG. NO. 111-CS301 FOR ADDITIONAL SLOPE INFORMATION.

ATTACH PIPE RAIL TO

CONCRETE WITH ANCHOR

PLATE, WELD ANCHOR

PLATE TO PIPE RAIL (TYP.)

2.0%

EXPANSION MATERIAL

1.0%

MIN.

(TYP.)

16" TREAD

12"

#4 REINFORCEMENT,

3" MIN. CLEARANCE (TYP.)

NOTE:

1. STEPS SHALL HAVE PIPE RAIL ON BOTH SIDES.

2. PIPE RAIL SHALL BE 2" O.D. STAINLESS STEEL, WELDED.

3. FIELD VERIFY ALL DIMENSIONS AND NUMBER OF RISERS REQUIRED PRIOR TO MANUFACTURING OF PIPE RAIL.

4. SEE INSET 2 ON DWG. NO. 111-CS301 FOR ELEVATIONS.

PIPE RAIL, SEE NOTE 3

5'

PLAN VIEW

EXPANSION MATERIAL

12"

16" TREAD

(TYP.)

SECTION VIEW

(TYP.)

NOSING

1"

12"

EXISTING CONCRETE WALK

6" RISER

(TYP.)

CONCRETE STEPS WITH PIPE RAIL

6" CL. 5 AGGREGATE

BASE (Mn/DOT 2211)

4"

CONCRETE WALK

(SEE SITE PLAN

AND DETAIL)

APPROVED, COMPACTED SUBGRADE

DET-2

34"

PIPE RAIL, SEE NOTE 3

CONCRETE

WALK

CONCRETE WALK

(SEE SITE PLAN

AND DETAIL)

6"

6"

1.0%

MIN.

CONCRETE

WALK

CONTRACTOR SHALL FIELD

VERIFY ALL UTILITIES WITH

OWNER PRIOR TO EXCAVATION.

#4 REBAR (Mn/DOT 3301), 12" O.C. SPACING IN BOTH DIRECTIONS, 3" MIN. CLEARANCE FROM ALL EDGES

1/2" MAX.

RAD. (TYP.)

2.0

CONCRETE STEPS

EXPANSION MATERIAL

1.0

M

IN

AutoCAD SHX Text one eighth inch = one foot

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AutoCAD SHX Text 6"

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AutoCAD SHX Text one and one half inches = one foot

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AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

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AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

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AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

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2201 12TH STREET NORTH, STE. E

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OBERMILLER-NELSON ENGINEERING, INC

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1020 36TH STREET SW

AutoCAD SHX Text

FARGO, NORTH DAKOTA 58103

AutoCAD SHX Text

HEYER ENGINEERING

AutoCAD SHX Text

STRUCTURAL

AutoCAD SHX Text

BUILDING COMMISSIONING

AutoCAD SHX Text

MECHANICAL, FIRE PROTECTION & ELECTRICAL

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FARGO, NORTH DAKOTA 58102

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2201 12TH STREET NORTH, STE. E

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COMMISSIONING SOLUTIONS

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FARGO, NORTH DAKOTA 58102

AutoCAD SHX Text No

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DATE

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REVISION

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DRAWING TITLE

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APPROVED: CHIEF OF STAFF

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APPROVED: HEALTH CARE SYSTEM DIRECTOR

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APPROVED: CHIEF OF POLICE

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APPROVED: DIRECTOR FMS

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DATE:

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APPROVED: SAFETY MANAGER

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DATE:

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APPROVED: GEMS COORDINATOR

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APPROVED: PROJECTS SECTION MANAGER

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APPROVED: SERVICE LINE DIRECTOR

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DATE:

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DATE:

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DATE:

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APPROVED: INFECTION CONTROL NURSE

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APPROVED: PATIENT SAFETY

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DATE:

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DATE:

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DATE:

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CHECKED BY

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ST.CLOUD, MN 56303

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VA MEDICAL CENTER

AutoCAD SHX Text BUILDING No

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LOCATION

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DATE:

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DATE:

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DRAWING NO.

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DRAWN

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DWG. OF

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PROJECT TITLE

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PLOT SCALE

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PROJECT NO.

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DATE:

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APPROVED: ASSOCIATE HEALTH CARE SYSTEM DIRECTOR

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FOSS PROJ. NO. 1327.00

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SUBMISSION DATE

AutoCAD SHX Text 656-341

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EXPAND / CONSTRUCT

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OUTPATIENT MENTAL

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HEALTH CLINIC

AutoCAD SHX Text

AutoCAD SHX Text 1 : 1

AutoCAD SHX Text

AutoCAD SHX Text

AMP/ALM

AutoCAD SHX Text

CJH

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AutoCAD SHX Text

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AutoCAD SHX Text 11/30/18

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CIVIL

AutoCAD SHX Text

HANSEN THORP PELLINEN OLSON, INC

AutoCAD SHX Text

7510 MARKET PLACE DRIVE

AutoCAD SHX Text

EDEN PRAIRIE, MN 55344

AutoCAD SHX Text

REG. NO: 42728

AutoCAD SHX Text

LICENSED PROFESSIONAL ENGINEER UNDER THE

AutoCAD SHX Text

MY DIRECT SUPERVISION AND THAT I AM A DULY

AutoCAD SHX Text

OR REPORT WAS PREPARED BY ME OR UNDER

AutoCAD SHX Text

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION

AutoCAD SHX Text %%U

AutoCAD SHX Text

DATE: %%U 11/30/2018

AutoCAD SHX Text

CHARLES J. HOWLEY

AutoCAD SHX Text

LAWS OF THE STATE OF MINNESOTA.

AutoCAD SHX Text

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AutoCAD SHX Text Scale in feet

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111-AS

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CIVIL

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PAWELK

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HOWLEY

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111-CS101

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SITE PLAN - BUILDING 111

20" ASH

12" HACKBERRY

6" ELM

16" ELM

18" HACKBERRY

14" ASH

24" MAPLE

17" HACKBERRY

22" PINE

24" PINE

30" SPRUCE

3" MAPLE

12" HACKBERRY

3" MAPLE

14" ASH

4" MAPLE

3" ASH

3" ASH

3" ASH

6" MAPLE

2" MAPLE

12" ASH

22" MAPLE

8" PINE

4" CRAB APPLE

3" CRAB APPLE

3" CRAB APPLE

RIM 1044.28

VA MEDICAL CENTER

RIM 1043.87

INV 1040.74

C

RIM 1044.78

INV 1040.67

RIM 1044.55

INV 1041.21

C

12" PVC

RIM 1046.28

INV 1041.25

RIM 1045.25

INV N 1040.41

INV S 1040.40

INV E 1040.37

RIM 1047.69

INV 1040.15

P V C

12" PVC

RIM 1044.66

INV W 1040.64

INV SE 1043.69

10" PVC

P

P

STORM DRAIN

RIM 1046.40

INV 1042.39

P V C

RIM 1047.81

INV 1034.28

RIM 1047.19

INV 1034.03

RIM 1047.16

INV 1034.00

RIM 1046.06

INV 1033.83

C

I

T

E

R

M

A

I

N

CITY WATERMAIN

D O

M E S T I C

W

A T E R

S U

P P L Y

C I T Y

W

A T E R M

A I N

D

O

M

E

S

T

T

P

P

L

Y

C

A

Y

O

V

E

R

H

A

N

G

C

V

E

R

H

A

N

G

B

M

T

D

R

A

N

T

E

L

TEMPORARY

CONSTRUCTION

FENCE

RIM 1045.00

INV 1041.10

P V

E

K

C O N C R E T E S

I D E W A L K

STEAM MANHOLE

A N

D S C A P E

L A N

D S C A P E

G R A S S

G R A S S

G R A S S

B

I

L A N D S C A P E

RETAINING

WALL

RETAINING

WALL

L A N D S C A P E

P

8" DIP

10" DIP

P

P

C

P V

H

P

S T E A M

H

P

R E T U

R N

RETAINING

WALL

G

R

A

6" SEWER SERVICE

(INV 1038.8)

D

I P

D

I P

D

I P

EXISTING BUILDING

P I P E

R

A

I L

UTILITY

TUNNEL

M

E

C

H

CONC

APRON

CONC

APRON

CONC

APRON

I R R I G

A T I O

N

LIGHT

BOLLARD

BASE

RIM 1049.35

INV 1042.75

CONC.

CONC.

1046.85

EOF

1046.48

EOF

UTILITY

TUNNEL

UTILITY

TUNNEL

6" MAPLE

6" MAPLE

BUILDING ADDITION,

SEE ARCH. PLANS

FFE=1045.42

BUILDING ADDITION,

SEE ARCH. PLANS

FFE=1045.42

PROJECT

BOUNDARY

SW

STORMWATER

INFILTRATION BASIN (IB2),

SEE SECTION B-B ON

DWG. NO. 111-CS301

STORMWATER

INFILTRATION BASIN (IB1),

SEE SECTION A-A ON

DWG. NO. 111-CS301

44.7

FIELD LOCATE ROCK

ENTRANCE/EXIT

HANSEN THORP PELLINEN OLSON, Inc.

7510 Market Place Drive Eden Prairie, MN 55344

952-829-0700 952-829-7806 fax

Engineering Surveying

Landscape Architecture

CONSTRUCTION DOCUMENTS SUBMISSION

CALL BEFORE YOU DIG !

MINNESOTA LAW REQUIRES EXCAVATORS TO NOTIFY

THE REGIONAL NOTIFICATION CENTER AT LEAST TWO

(2) BUSINESS DAYS BUT NOT MORE

THAN FOURTEEN (14) CALENDAR DAYS

PRIOR TO EXCAVATION

GOPHER STATE

ONE CALL

www.gopherstateonecall.org

1-800-252-1166

BENCHMARK (BM): TOP NUT HYDRANT, AS DENOTED ON PLAN,

ELEVATION=1049.51 (NAVD 88)

BENCHMARK

1. CONTRACTOR SHALL INSTALL PERIMETER EROSION/SEDIMENT CONTROL

MEASURES PRIOR TO COMMENCING CONSTRUCTION AS SHOWN AND IN

ACCORDANCE WITH Mn/DOT 2573.

2. CONTRACTOR SHALL INSTALL APPROVED INLET PROTECTION DEVICES AT

ALL CATCH BASINS AS SHOWN OR AS DIRECTED BY ENGINEER.

3. CONTRACTOR RESPONSIBLE FOR INSPECTING AND MAINTAINING

EROSION AND SEDIMENT CONTROL MEASURES THROUGHOUT

CONSTRUCTION. EROSION AND SEDIMENT CONTROL MEASURES SHALL

BE REMOVED FOLLOWING FINAL STABILIZATION.

4. DISTURBED GREENSPACE AREAS SHALL BE RESTORED WITH LAWN SOD

(Mn/DOT 3878) AND MINIMUM 4" TOPSOIL. DO NOT PLACE TOPSOIL AT

INFILTRATION BASINS.

5. SITE RESTORATION WITH SEED MIX 25-151 (Mn/DOT 3876) AND

HYDRAULIC MULCH (Mn/DOT 3884) REPLACES SOD AS PART OF ALT.# 5.

6. SEE DWG. NO. 111-CS501 FOR ADDITIONAL EROSION/SEDIMENT

CONTROL REQUIREMENTS.

7. DO NOT EXCAVATE FOR INFILTRATION BASINS UNTIL ALL OTHER SITE

GRADING AND TURF RESTORATION OF UP SLOPE AREAS HAVE BEEN

COMPLETED.

EROSION / SEDIMENT CONTROL NOTES

LEGEND-PROPOSED

CONTOUR

DRAIN ARROW

ROCK ENTRANCE / EXIT

INLET PROTECTION

STREET SWEEPING

TREE PROTECTION FENCE

1.31 ACRES - PROJECT BOUNDARY AREA

0.61 ACRES - AREA OF DISTURBANCE

SITE DATA

SW

ROCK CONSTRUCTION ENTRANCE / EXIT

DET-4

NOTE:

1. GEOTEXTILE FABRIC, TYPE V (Mn/DOT 3733) SHALL BE USED UNDER THE

ROCK TO PREVENT MIGRATION OF THE UNDERLYING SOIL INTO THE STONE.

2. CONTRACTOR SHALL DETERMINE THE LOCATIONS OF ALL ROCK

CONSTRUCTION ENTRANCES.

EXISTING ROADWAY

N

I

M

U

M

6" MIN. DEPTH

1" TO 2" WASHED ROCK

A

S

R

E

Q

U

I

R

E

D

N

GEOTEXTILE FABRIC

CONTRACTOR SHALL FIELD

VERIFY ALL UTILITIES WITH

OWNER PRIOR TO EXCAVATION.

INLET PROTECTION FOR DROP INLET

DET-6

NOTE:

1. INFRASAFE SEDIMENT CONTROL BARRIER MANUFACTURED BY ROYAL

ENVIRONMENTAL SYSTEMS OR APPROVED EQUAL.

2. DIMENSIONS ARE APPROXIMATE.

SILT FABRIC SLEEVE

(Mn/DOT 3886)

GALVANIZED

J-BOLT W/

WING NUT

EMERGENCY

OVERFLOW

2" DIA.

HOLE (TYP.)

HDPE

3.5"

24"

INLET PROTECTION FOR CURB INLET

DET-5

NOTE:

1. THE ABOVE PRODUCT IS MANUFACTURED BY WIMCO. VERIFY THIS

PRODUCT OR SIMILAR WIMCO PRODUCT WILL FIT THE INLETS AND CATCH

BASINS. IF A DIFFERENT INLET PROTECTION PRODUCT IS NEEDED, OBTAIN

THE APPROVAL OF THE ENGINEER PRIOR TO INSTALLATION. PROVIDE

ROUTINE MAINTENANCE UNTIL THE SITE HAS UNDERGONE FINAL

STABILIZATION. REMOVE SEDIMENT WHEN THE PRODUCT IS 1/3 FULL.

BASKET INSERT

OVERFLOW 1-CENTER

OF FILTER ASSEMBLY

DEFLECTOR PLATE

CATCH BASIN AND GRATE

OVERFLOW 2-TOP

OF CURB BOX

FILTER ASSEMBLY-

10" POLYESTER FILTER

CURB

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

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AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

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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

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2201 12TH STREET NORTH, STE. E

AutoCAD SHX Text

OBERMILLER-NELSON ENGINEERING, INC

AutoCAD SHX Text

1020 36TH STREET SW

AutoCAD SHX Text

FARGO, NORTH DAKOTA 58103

AutoCAD SHX Text

HEYER ENGINEERING

AutoCAD SHX Text

STRUCTURAL

AutoCAD SHX Text

BUILDING COMMISSIONING

AutoCAD SHX Text

MECHANICAL, FIRE PROTECTION & ELECTRICAL

AutoCAD SHX Text

FARGO, NORTH DAKOTA 58102

AutoCAD SHX Text

2201 12TH STREET NORTH, STE. E

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COMMISSIONING SOLUTIONS

AutoCAD SHX Text

FARGO, NORTH DAKOTA 58102

AutoCAD SHX Text No

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REVISION

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DRAWING TITLE

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APPROVED: CHIEF OF STAFF

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APPROVED: HEALTH CARE SYSTEM DIRECTOR

AutoCAD SHX Text

APPROVED: CHIEF OF POLICE

AutoCAD SHX Text

APPROVED: DIRECTOR FMS

AutoCAD SHX Text

DATE:

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APPROVED: SAFETY MANAGER

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DATE:

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APPROVED: GEMS COORDINATOR

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APPROVED: PROJECTS SECTION MANAGER

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APPROVED: SERVICE LINE DIRECTOR

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DATE:

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DATE:

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DATE:

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APPROVED: INFECTION CONTROL NURSE

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APPROVED: PATIENT SAFETY

AutoCAD SHX Text

DATE:

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DATE:

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DATE:

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CHECKED BY

AutoCAD SHX Text

ST.CLOUD, MN 56303

AutoCAD SHX Text

VA MEDICAL CENTER

AutoCAD SHX Text BUILDING No

AutoCAD SHX Text

LOCATION

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

DRAWN

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DWG. OF

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PROJECT TITLE

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PLOT SCALE

AutoCAD SHX Text

PROJECT NO.

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DATE:

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APPROVED: ASSOCIATE HEALTH CARE SYSTEM DIRECTOR

AutoCAD SHX Text

FOSS PROJ. NO. 1327.00

AutoCAD SHX Text

SUBMISSION DATE

AutoCAD SHX Text 656-341

AutoCAD SHX Text

EXPAND / CONSTRUCT

AutoCAD SHX Text

OUTPATIENT MENTAL

AutoCAD SHX Text

HEALTH CLINIC

AutoCAD SHX Text

AutoCAD SHX Text 1 : 1

AutoCAD SHX Text

AutoCAD SHX Text

AMP/ALM

AutoCAD SHX Text

CJH

AutoCAD SHX Text

AutoCAD SHX Text

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AutoCAD SHX Text

AutoCAD SHX Text 11/30/18

AutoCAD SHX Text

CIVIL

AutoCAD SHX Text

HANSEN THORP PELLINEN OLSON, INC

AutoCAD SHX Text

7510 MARKET PLACE DRIVE

AutoCAD SHX Text

EDEN PRAIRIE, MN 55344

AutoCAD SHX Text

REG. NO: 42728

AutoCAD SHX Text

LICENSED PROFESSIONAL ENGINEER UNDER THE

AutoCAD SHX Text

MY DIRECT SUPERVISION AND THAT I AM A DULY

AutoCAD SHX Text

OR REPORT WAS PREPARED BY ME OR UNDER

AutoCAD SHX Text

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION

AutoCAD SHX Text %%U

AutoCAD SHX Text

DATE: %%U 11/30/2018

AutoCAD SHX Text

CHARLES J. HOWLEY

AutoCAD SHX Text

LAWS OF THE STATE OF MINNESOTA.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Scale in feet

AutoCAD SHX Text

111-CS201

AutoCAD SHX Text

EROSION AND SEDIMENT CONTROL PLAN - BUILDING 111

20" ASH

12" HACKBERRY

6" ELM

16" ELM

18" HACKBERRY

14" ASH

24" MAPLE

17" HACKBERRY

22" PINE

24" PINE

30" SPRUCE

3" MAPLE

12" HACKBERRY

3" MAPLE

14" ASH

4" MAPLE

3" ASH

3" ASH

3" ASH

6" MAPLE

2" MAPLE

12" ASH

22" MAPLE

20" ASH

8" PINE

4" CRAB APPLE

3" CRAB APPLE

3" CRAB APPLE

RIM 1044.28

VA MEDICAL CENTER

RIM 1043.87

INV 1040.74

C

RIM 1044.78

INV 1040.67

RIM 1044.55

INV 1041.21

C

12" PVC

RIM 1046.28

INV 1041.25

RIM 1045.25

INV N 1040.41

INV S 1040.40

INV E 1040.37

RIM 1047.69

INV 1040.15

P V C

12" PVC

RIM 1044.66

INV W 1040.64

INV SE 1043.69

10" PVC

P

P

STORM DRAIN

RIM 1046.40

INV 1042.39

P V C

RIM 1047.81

INV 1034.28

RIM 1047.19

INV 1034.03

RIM 1047.16

INV 1034.00

RIM 1046.06

INV 1033.83

C

I

T

E

R

M

A

I

N

CITY WATERMAIN

D O

M E S T I C

W

A T E R

S U

P P L Y

C I T Y

W

A T E R M

A I N

D

O

M

E

S

T

T

P

P

L

Y

C

A

Y

O

V

E

R

H

A

N

G

C

V

E

R

H

A

N

G

B

M

T

D

R

A

N

T

E

L

TEMPORARY

CONSTRUCTION

FENCE

RIM 1045.00

INV 1041.10

P V

E

K

C O N C R E T E S

I D E W A L K

STEAM MANHOLE

A N

D S C A P E

L A N

D S C A P E

G R A S S

G R A S S

G R A S S

B

I

L A N D S C A P E

RETAINING

WALL

RETAINING

WALL

L A N D S C A P E

P

8" DIP

10" DIP

P

P

C

P V

H

P

S T E A M

H

P

R E T U

R N

RETAINING

WALL

G

R

A

6" SEWER SERVICE

(INV 1038.8)

D

I P

D

I P

D

I P

EXISTING BUILDING

P I P E

R

A

I L

UTILITY

TUNNEL

M

E

C

H

CONC

APRON

CONC

APRON

CONC

APRON

I R R I G

A T I O

N

LIGHT

BOLLARD

BASE

3" ASH

11" PINE

RIM 1049.35

INV 1042.75

CONC.

CONC.

1046.85

EOF

1046.48

EOF

UTILITY

TUNNEL

UTILITY

TUNNEL

6" MAPLE

6" MAPLE

1048.65

(MATCH)

1046.85

EOF

1046.5

(MATCH)

44.7

1046.6

(MATCH)

1046.7

(MATCH)

1045.5

(MATCH)

1045.6

(MATCH)

TRENCH DRAIN 1

BUILDING

ADDITION,

SEE ARCH. PLANS

CONNECT TO STORM SEWER

AT 5.0' OUTSIDE OF

BUILDING, SEE MEP PLANS

FOR BUILDING CONNECTION

FFE=1045.42

BUILDING ADDITION,

SEE ARCH. PLANS

CONNECT TO EXISTING CATCH BASIN,

GROUT SOUTHERN PIPE OPENING,

REPOUR INVERT, REPLACE RINGS,

NEW RIM ELEV.=1045.08, FIELD VERIFY

FFE=1045.42

PROJECT

BOUNDARY

DOWN SPOUT

DISCHARGE (TYP.)

SEE ARCH. PLANS

STORMWATER

INFILTRATION

BASIN (IB1)

STORMWATER

INFILTRATION

BASIN (IB2)

A

B

MODULAR BLOCK

RETAINING WALL,

SEE DET-8

SEE INSET 2

A

CB1

CB2

B

SEE INSET 1

TRENCH DRAIN 2

TEMPORARY 6' BIT. WALK,

COORDINATE WALK LOCATION

WITH TEMPORARY RAMP AND STEPS

AND WITH OWNER

REINSTALL MARKING POST,

ADJUST VALVE COVERS TO

FINISHED ELEVATION (TYP.),

INSULATE EXISTING

WATERMAIN, SEE DET-12

ON DWG. NO. 111-CS401

CAUTION:

PROTECT EXISTING

UTILITY TUNNEL

T Y P

SEE MEP

40'

FINISHED CONC. PAD

ELEV.=±1046.0,

SLOPE TO DRAIN

MATCH EXISTING

TURF

MIN. 4" DEPTH ROCK

LANDSCAPING MULCH

OVER TYPE 1 GEOTEXTILE

FABRIC (Mn/DOT 3733)

EXISTING

BUILDING WALL

SECTION A-A (TYP.)

SECTION B-B (TYP.)

FFE=1045.42

SOD

4.0'8.0'

4.0'

V

H

V

H

MIN. 18" DEPTH FINE

FILTER AGGREGATE

(Mn/DOT 3149.2 J.2)

NOTE:

1. CONTRACTOR TO FIELD TEST AND CORRECT AS REQUIRED TO ACHIEVE

A MINIMUM INFILTRATION RATE OF 0.45"/HOUR FOR EACH BASIN.

COORDINATE WITH OWNER'S TESTING FIRM.

2. BASINS SHALL NOT BE CONSTRUCTED UNTIL TRIBUTARY AREAS HAVE

BEEN STABILIZED.

MIN. 18" DEPTH FINE

FILTER AGGREGATE

(Mn/DOT 3149.2 J.2)

1047.3

(MATCH)

1045.8, BOT. ELEV.

1046.3, TOP ELEV.

1046.3, TOP ELEV.

1044.7, BOT. ELEV.

1045.0, TOP ELEV.

1045.0, TOP ELEV.

M

A

X

M

A

X

V

H

V

H

M

A

X

M

A

X

SCARIFY UPPER 12" OF

EXISTING SUBGRADE

SCARIFY UPPER 12" OF

EXISTING SUBGRADE

EXISTING

WATERPROOFING

LEGEND-PROPOSED

CATCH BASIN

CONTOUR

DRAIN TILE

PROJECT BOUNDARY

SPOT ELEVATION

STORM SEWER

DRAINAGE ARROW

PERCENTAGE GRADE

EMERGENCY OVERFLOW

PIPE INSULATION

CALL BEFORE YOU DIG !

MINNESOTA LAW REQUIRES EXCAVATORS TO NOTIFY

THE REGIONAL NOTIFICATION CENTER AT LEAST TWO

(2) BUSINESS DAYS BUT NOT MORE

THAN FOURTEEN (14) CALENDAR DAYS

PRIOR TO EXCAVATION

GOPHER STATE

ONE CALL

www.gopherstateonecall.org

1-800-252-1166

BENCHMARK (BM): TOP NUT HYDRANT, AS DENOTED ON PLAN,

ELEVATION=1049.51 (NAVD 88)

BENCHMARK

1. SEE ARCH/STRUCTURAL PLANS FOR STOOP INFORMATION.

2. CONTRACTOR SHALL FIELD VERIFY EXISTING ELEVATIONS AND

TOPOGRAPHY PRIOR TO COMMENCING GRADING OPERATIONS. IF

DISCREPANCIES OCCUR BETWEEN EXISTING CONDITIONS SURVEY AND

ACTUAL SITE CONDITIONS, NOTIFY ENGINEER IMMEDIATELY.

3. EMERGENCY OVERFLOW ELEVATION SHOWN ON PLAN MATCHES THE

EXISTING CONDITION. CONTRACTOR SHALL TAKE SPECIAL CARE NOT TO

OBSTRUCT OR OTHERWISE MODIFY THIS ELEVATION.

4. IRRIGATION INFRASTRUCTURE SHALL BE REMOVED/RELOCATED AS

REQUIRED. CONTRACTOR TO COORDINATE WITH OWNER.

5. SEE DET-10 ON DWG. NO. 111-CS302 FOR PIPE BEDDING INFORMATION.

6. THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY

QUALITY LEVEL D. THIS UTILITY QUALITY LEVEL WAS DETERMINED

ACCORDING TO THE GUIDELINES OF CI/ASCE 38-02, ENTITLED

"STANDARD GUIDELINE FOR THE COLLECTION AND DEPICTION OF

EXISTING SUBSURFACE UTILITY DATA."

7. SEE DET-11 ON DWG. NO. 111-CS302 FOR EXISTING TREE PROTECTION.

8. SEE LANDSCAPE NOTES ON DWG. NO. 111-CS501 FOR SEEDING/SODDING

INFORMATION.

GRADING AND DRAINAGE NOTES

1045.3

INSET 2

1045.01, TOP OF CASTING

1045.09

1045.21

1045.0

1045.42

1045.3

1045.39

1047.2, TOP OF WALL

1047.2, TOP OF WALL

1045.2, END OF WALL

1048.15

(MATCH EXISTING CONCRETE

WALK AT NEAREST JOINT)

1047.20

1047.07

1045.09, TOP OF CASTING

1045.21

ADA ACCESSIBLE

TRENCH DRAIN

RETAINING WALL,

SEE DET-8

1046.6

5.5%

CONCRETE WALK,

SEE DET-3 ON DWG. NO. 111-CS101 (TYP.)

DRAINAGE TABULATION

EOF

BUILDING ADDITION

EXISTING BUILDING

FFE=1045.42

BUILDING ADDITION

1045.37

1045.32

1045.32

1045.26

1045.39

LANDING,

2.0% MAX. SLOPE IN

ALL DIRECTIONS

1045.47

1045.35

1047.9

1045.4

1045.32

1045.37

1045.4

1047.9

CONCRETE STEPS WITH PIPE RAIL,

SEE DET-2 ON DWG. NO. 111-CS101

LANDING,

2.0% MAX. SLOPE IN

ALL DIRECTIONS

1047.08

1046.95

CONCRETE WALK,

SEE DET-3 ON DWG.

NO. 111-CS101

12.0'

6.0'

4.67'

M

A

X

CONCRETE WALK

1046.74

1046.62

EXISTING BUILDING

FFE=1045.42

INSET 1

1045.4

1045.2

M

A

X

M

A

X

3.0%

M A X

M A X

2.0%

(TYP.)

ADA ACCESSIBLE

TRENCH DRAIN

1045.42

1045.08

1045.2

1045.31, TOP OF

CASTING

1045.23, TOP OF CASTING

1045.25

LANDING,

2.0% MAX. SLOPE IN

ALL DIRECTIONS

LANDING,

2.0% MAX. SLOPE IN

ALL DIRECTIONS

6.0'

1048.07

(MATCH EXISTING CONCRETE

WALK AT NEAREST JOINT)

1046.0

(MATCH)

1047.3

(MATCH)

CONTRACTOR SHALL FIELD

VERIFY ALL UTILITIES WITH

OWNER PRIOR TO EXCAVATION.

T Y P

T

Y

P

STRUCTURE ID UPSTREAM

STRUCTURE

TOP OF

CASTING ELEV.

UPSTREAM

STRUCTURE

OUTLET ELEV.

DOWNSTREAM

STRUCTURE

INLET ELEV.

UPSTREAM

STRUCTURE

SUMP ELEV.

SLOPE PIPE SIZE

AND TYPE UPSTREAM STRUCTURE NOTES

UPSTREAM DOWNSTREAM

TRENCH

DRAIN 1 CB1

VARIES, SEE

INSET 2 1044.39 1042.50 4.90%

4" HDPE

DRAIN TILE

NEENAH NO. R-4995-A1, TYPE P GRATE, END

OUTLET ON BOTH ENDS, CONNECT

DRAINTILE FROM RETAINING WALL

CB1 CB2 1045.00 1041.50 1040.45 3.70%

12" PVC

SDR35

CB1 - 27" DIA. (SEE DET-7 ON DWG. NO.

111-CS302)

BLDG

CONNECTION CB2 - 1040.48 1040.45 0.10%

12" PVC

SDR35

SEE MEP PLANS FOR CONNECTION

INFORMATION

CB2 EX. CB 1045.00 1040.45 1040.42 1036.45 0.16%

12" PVC

SDR35

CB2 - 72" DIA. WITH SUMP (SEE DET-9 ON

DWG. NO. 111-CS302)

TRENCH

DRAIN 2 EX. CB

VARIES, SEE

INSET 1 1044.61 1043.50 27.8%

4" HDPE

DRAIN TILE

NEENAH NO. R-4995-A1, TYPE P GRATE, END

OUTLET WITH CLOSED END

*STOOP SHOWN HATCHED

*STOOP SHOWN HATCHED

BUILDING

WATERPROOFING,

SEE ARCH. PLANS

FINISHED CONCRETE

PAD ELEV.=±1046.0,

SLOPE TO DRAIN

HANSEN THORP PELLINEN OLSON, Inc.

7510 Market Place Drive Eden Prairie, MN 55344

952-829-0700 952-829-7806 fax

Engineering Surveying

Landscape Architecture

CONSTRUCTION DOCUMENTS SUBMISSION

AutoCAD SHX Text

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AutoCAD SHX Text Scale in feet

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111-CS301

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GRADING AND DRAINAGE PLAN - BUILDING 111

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AutoCAD SHX Text Scale in feet

AutoCAD SHX Text one eighth inch = one foot

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AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

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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 one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

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2201 12TH STREET NORTH, STE. E

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OBERMILLER-NELSON ENGINEERING, INC

AutoCAD SHX Text

1020 36TH STREET SW

AutoCAD SHX Text

FARGO, NORTH DAKOTA 58103

AutoCAD SHX Text

HEYER ENGINEERING

AutoCAD SHX Text

STRUCTURAL

AutoCAD SHX Text

BUILDING COMMISSIONING

AutoCAD SHX Text

MECHANICAL, FIRE PROTECTION & ELECTRICAL

AutoCAD SHX Text

FARGO, NORTH DAKOTA 58102

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2201 12TH STREET NORTH, STE. E

AutoCAD SHX Text

COMMISSIONING SOLUTIONS

AutoCAD SHX Text

FARGO, NORTH DAKOTA 58102

AutoCAD SHX Text No

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DATE

AutoCAD SHX Text

REVISION

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DRAWING TITLE

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APPROVED: CHIEF OF STAFF

AutoCAD SHX Text

APPROVED: HEALTH CARE SYSTEM DIRECTOR

AutoCAD SHX Text

APPROVED: CHIEF OF POLICE

AutoCAD SHX Text

APPROVED: DIRECTOR FMS

AutoCAD SHX Text

DATE:

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APPROVED: SAFETY MANAGER

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DATE:

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APPROVED: GEMS COORDINATOR

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APPROVED: PROJECTS SECTION MANAGER

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APPROVED: SERVICE LINE DIRECTOR

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DATE:

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DATE:

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DATE:

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APPROVED: INFECTION CONTROL NURSE

AutoCAD SHX Text

APPROVED: PATIENT SAFETY

AutoCAD SHX Text

DATE:

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DATE:

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DATE:

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CHECKED BY

AutoCAD SHX Text

ST.CLOUD, MN 56303

AutoCAD SHX Text

VA MEDICAL CENTER

AutoCAD SHX Text BUILDING No

AutoCAD SHX Text

LOCATION

AutoCAD SHX Text

DATE:

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DATE:

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

DRAWN

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DWG. OF

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PROJECT TITLE

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PLOT SCALE

AutoCAD SHX Text

PROJECT NO.

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DATE:

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APPROVED: ASSOCIATE HEALTH CARE SYSTEM DIRECTOR

AutoCAD SHX Text

FOSS PROJ. NO. 1327.00

AutoCAD SHX Text

SUBMISSION DATE

AutoCAD SHX Text 656-341

AutoCAD SHX Text

EXPAND / CONSTRUCT

AutoCAD SHX Text

OUTPATIENT MENTAL

AutoCAD SHX Text

HEALTH CLINIC

AutoCAD SHX Text

AutoCAD SHX Text 1 : 1

AutoCAD SHX Text

AutoCAD SHX Text

AMP/ALM

AutoCAD SHX Text

CJH

AutoCAD SHX Text

AutoCAD SHX Text

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AutoCAD SHX Text 11/30/18

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CIVIL

AutoCAD SHX Text

HANSEN THORP PELLINEN OLSON, INC

AutoCAD SHX Text

7510 MARKET PLACE DRIVE

AutoCAD SHX Text

EDEN PRAIRIE, MN 55344

AutoCAD SHX Text

REG. NO: 42728

AutoCAD SHX Text

LICENSED PROFESSIONAL ENGINEER UNDER THE

AutoCAD SHX Text

MY DIRECT SUPERVISION AND THAT I AM A DULY

AutoCAD SHX Text

OR REPORT WAS PREPARED BY ME OR UNDER

AutoCAD SHX Text

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION

AutoCAD SHX Text %%U

AutoCAD SHX Text

DATE: %%U 11/30/2018

AutoCAD SHX Text

CHARLES J. HOWLEY

LAWS OF THE STATE OF MINNESOTA.

HANSEN THORP PELLINEN OLSON, Inc.

7510 Market Place Drive Eden Prairie, MN 55344

952-829-0700 952-829-7806 fax

Engineering Surveying

Landscape Architecture

CONSTRUCTION DOCUMENTS SUBMISSION

27"

27" DIA. CATCH BASIN

44"

GROUT

FLOWLINE

6" MIN. PRECAST

REINFORCED

CONCRETE BASE SLAB

PRECAST REINFORCED

CONCRETE CATCH BASIN

NOTE:

1. SEE DRAINAGE TABULATION ON DWG. NO. 111-CS301 FOR BUILD DEPTH,

INVERTS, AND RIM ELEVATION.

2. A CONCRETE SADDLE SHALL BE POURED AROUND THE RINGS. THIS SHALL

NOT HOWEVER, WAIVE THE CONCRETE GROUT BETWEEN THE RINGS.

3. ALL STRUCTURAL DIMENSIONS TO BE VERIFIED BY MANUFACTURER.

DET-7

5" MIN.

TOP

SECTION

NEENAH NO. 2502 INLET

FRAME WITH TYPE C GRATE

72" DIA. CATCH BASIN

8" MIN. PRECAST

REINFORCED

CONCRETE

BASE SLAB

DET-9

NOTE:

1. SEE DRAINAGE TABULATION ON DWG. NO. 111-CS301 FOR BUILD DEPTH,

INVERTS, AND RIM ELEVATION.

2. A CONCRETE SADDLE SHALL BE POURED AROUND THE RINGS. THIS SHALL

NOT, HOWEVER, WAIVE THE CONCRETE GROUT BETWEEN THE RINGS.

3. MAXIMUM 4" OFFSET BETWEEN CASTING AND STRUCTURE OPENING.

4. STRUCTURE STEPS SHALL BE SPACED 16" ON CENTER.

5. ALL STRUCTURAL DIMENSIONS TO BE VERIFIED BY MANUFACTURER.

CENTER OF

HOLE OPENING

27"

72"

8"

MIN. 78"

SECTION

STEP (TYP.)

(SEE NOTE 4)

RUBBERIZED

BITUMASTIC

SEALER

PRECAST

REINFORCED

CONCRETE

COVER SLAB

PRECAST

REINFORCED

CONCRETE

MANHOLE

MIN. 3"

MIN. 7"

TOP

27"

6"

2" ADJUSTING

RINGS (2" MIN.,

10" MAX.)

NEENAH NO. 2502 INLET

FRAME WITH TYPE C GRATE

2" ADJUSTING RINGS

(2" MIN., 10" MAX.)

NOTE:

1. BACKFILL MATERIAL SHALL BE SUITABLE ONSITE MATERIAL APPROVED BY

THE ENGINEER. IF ONSITE MATERIAL IS NOT ACCEPTABLE, MATERIAL IN

THIS ZONE SHALL BE GRANULAR BACKFILL MATERIAL MEETING THE

REQUIREMENTS OF Mn/DOT 3149.2D.1.

2. PIPE BEDDING SHALL BE GRANULAR MATERIAL MEETING THE

REQUIREMENTS OF Mn/DOT 3149.2F.

3. PIPE BEDDING AND BACKFILL MATERIALS SHALL BE COMPACTED IN

ACCORDANCE WITH THE SPECIFICATIONS.

OD+3' MIN.

PIPE BEDDING,

SEE NOTE 2

BACKFILL MATERIAL,

SEE NOTE 1

PAVEMENT OR TOPSOIL

6" MIN.

OD

12" MIN.

12" MIN. 12" MIN.

EXISTING SUBGRADE

TRENCH SIDE

SLOPE SHALL

MEET OSHA

EXCAVATION

STANDARDS

BASED ON

EXISTING SOIL

MATERIAL

PIPE BEDDING

DET-10

SEE DRAINAGE

TABULATION ON

DWG. NO.

111-CS301

SEE DRAINAGE

TABULATION ON DWG.

NO. 111-CS301

SEE DRAINAGE

TABULATION ON

DWG. NO.

111-CS301

SEE DRAINAGE

TABULATION ON DWG.

NO. 111-CS301

MODULAR BLOCK RETAINING WALL

DET-8

CONCRETE WALK/STOOP

SEE

INSET 2

12"

MIN.

INSTALL SALVAGED MODULAR

CONCRETE BLOCK RETAINING

WALL (CONTRACTOR TO

SUPPLEMENT AS NEEDED DUE TO

QUANTITIES OR CONDITION OF

EXISTING BLOCK)

COMPACTED CL. 5 AGGREGATE

BASE (Mn/DOT 3138)

4" PERFORATED PVC DRAINTILE

(Mn/DOT 2502), TIE INTO

TRENCH DRAIN 1

COARSE FILTER AGGREGATE

(Mn/DOT 3149.2H) WRAPPED

IN GEOTEXTILE, TYPE 1

(Mn/DOT 3733)

DRAINAGE SWALE

U

N

E

X

C

A

V

A

T

E

D

V

X

4" ROCK MULCH

(SEE DWG. NO.

111-CS501)

FINISHED

GROUND

APPROVED, COMPACTED

SUBGRADE

COMPACTED GRANULAR

BACKFILL (Mn/DOT 3149.2D.1)

OR APPROVED ONSITE

MATERIAL

MIN. 18"

BURY DEPTH

6"

FIELD VERIFY STEAM TUNNEL

ELEVATION AND LOCATION

EXPANSION JOINT,

FILL AND SEAL

12"

MIN.

ELEVATION

PLAN

D R I P

L I N

E

48" HIGH ORANGE PLASTIC, WOOD SAFETY/SNOW FENCE

OR 24" HIGH STANDARD SILT FENCE, NON-BURIED WITH

WOOD POSTS 48" O.C. AT DRIP LINE OF OUTER MOST

BRANCHES OR 6' FROM TRUNK OF SMALL DIAMETER

TREES, WHICHEVER IS GREATER, TO PROTECT SOILS

FROM COMPACTION AND TREES FROM DAMAGE.

EXISTING TREE PROTECTION

DET-11

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

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AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

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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

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

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2201 12TH STREET NORTH, STE. E

AutoCAD SHX Text

OBERMILLER-NELSON ENGINEERING, INC

AutoCAD SHX Text

1020 36TH STREET SW

AutoCAD SHX Text

FARGO, NORTH DAKOTA 58103

AutoCAD SHX Text

HEYER ENGINEERING

AutoCAD SHX Text

STRUCTURAL

AutoCAD SHX Text

BUILDING COMMISSIONING

AutoCAD SHX Text

MECHANICAL, FIRE PROTECTION & ELECTRICAL

AutoCAD SHX Text

FARGO, NORTH DAKOTA 58102

AutoCAD SHX Text

2201 12TH STREET NORTH, STE. E

AutoCAD SHX Text

COMMISSIONING SOLUTIONS

AutoCAD SHX Text

FARGO, NORTH DAKOTA 58102

AutoCAD SHX Text No

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

DRAWING TITLE

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APPROVED: CHIEF OF STAFF

AutoCAD SHX Text

APPROVED: HEALTH CARE SYSTEM DIRECTOR

AutoCAD SHX Text

APPROVED: CHIEF OF POLICE

AutoCAD SHX Text

APPROVED: DIRECTOR FMS

AutoCAD SHX Text

DATE:

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APPROVED: SAFETY MANAGER

AutoCAD SHX Text

DATE:

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APPROVED: GEMS COORDINATOR

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APPROVED: PROJECTS SECTION MANAGER

AutoCAD SHX Text

APPROVED: SERVICE LINE DIRECTOR

AutoCAD SHX Text

DATE:

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DATE:

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DATE:

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APPROVED: INFECTION CONTROL NURSE

AutoCAD SHX Text

APPROVED: PATIENT SAFETY

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

CHECKED BY

AutoCAD SHX Text

ST.CLOUD, MN 56303

AutoCAD SHX Text

VA MEDICAL CENTER

AutoCAD SHX Text BUILDING No

AutoCAD SHX Text

LOCATION

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

DRAWN

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DWG. OF

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PROJECT TITLE

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PLOT SCALE

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

APPROVED: ASSOCIATE HEALTH CARE SYSTEM DIRECTOR

AutoCAD SHX Text

FOSS PROJ. NO. 1327.00

AutoCAD SHX Text

SUBMISSION DATE

AutoCAD SHX Text 656-341

AutoCAD SHX Text

EXPAND / CONSTRUCT

AutoCAD SHX Text

OUTPATIENT MENTAL

AutoCAD SHX Text

HEALTH CLINIC

AutoCAD SHX Text

AutoCAD SHX Text 1 : 1

AutoCAD SHX Text

AutoCAD SHX Text

AMP/ALM

AutoCAD SHX Text

CJH

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AutoCAD SHX Text 11/30/18

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CIVIL

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HANSEN THORP PELLINEN OLSON, INC

AutoCAD SHX Text

7510 MARKET PLACE DRIVE

AutoCAD SHX Text

EDEN PRAIRIE, MN 55344

AutoCAD SHX Text

REG. NO: 42728

AutoCAD SHX Text

LICENSED PROFESSIONAL ENGINEER UNDER THE

AutoCAD SHX Text

MY DIRECT SUPERVISION AND THAT I AM A DULY

AutoCAD SHX Text

OR REPORT WAS PREPARED BY ME OR UNDER

AutoCAD SHX Text

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION

AutoCAD SHX Text %%U

AutoCAD SHX Text

DATE: %%U 11/30/2018

AutoCAD SHX Text

CHARLES J. HOWLEY

AutoCAD SHX Text

LAWS OF THE STATE OF MINNESOTA.

AutoCAD SHX Text

111-CS302

AutoCAD SHX Text

GRADING AND DRAINAGE DETAILS - BUILDING 111

SMH1-48"

RIM:1048.20

INV IN:1034.13 W

INV OUT:1034.08 S

EXIST. SMH

RIM:1047.81

INV IN:1034.28 N

INV OUT:1034.28 E

EXIST. SMH

RIM:1047.19

INV IN:1034.03 N

INV OUT:1034.03 S

18" PVC PS46 @ 0.17%

EXIST. 10" PVC

EXIST. 18" PVC

EXIST. 8" DIP

EXIST. 10" DIP

EXIST. 6" DIP

EXIST.

GROUND

ELEVATION

FINISHED

GROUND

ELEVATION

EXIST.

STEAM TUNNEL

18" PVC PS46 @ 0.16%

WITH 30" STEEL CASING,

CASING PIPE SHALL BE

A MIN. THICKNESS OF 0.375"

AND BE COATED, BULKHEAD ENDS OF

CASING AND BLOW FULL WITH SAND

18" PVC PS46 @ 0.16%

18" PVC PS46 @ 0.16%

12" HACKBERRY

18" MAPLE

20" ASH

12" HACKBERRY

6" ELM

16" ELM

18" HACKBERRY

14" ASH

24" MAPLE

17" HACKBERRY

22" PINE

24" PINE

30" SPRUCE

3" MAPLE

12" HACKBERRY

3" MAPLE

14" ASH

4" MAPLE

3" ASH

3" ASH

3" ASH

6" MAPLE

2" MAPLE

12" ASH

22" MAPLE

20" ASH

8" PINE

4" CRAB APPLE

3" CRAB APPLE

3" CRAB APPLE

RIM 1044.28

VA MEDICAL CENTER

RIM 1043.87

INV 1040.74

C

RIM 1044.78

INV 1040.67

RIM 1044.55

INV 1041.21

C

12" PVC

RIM 1046.28

INV 1041.25

RIM 1045.25

INV N 1040.41

INV S 1040.40

INV E 1040.37

RIM 1047.69

INV 1040.15

P V C

12" PVC

RIM 1044.66

INV W 1040.64

INV SE 1043.69

10" PVC

P

P

STORM DRAIN

RIM 1048.47

INV 1034.57

RIM 1046.40

INV 1042.39

P V C

RIM 1047.81

INV 1034.28

RIM 1047.19

INV 1034.03

RIM 1047.16

INV 1034.00

RIM 1046.06

INV 1033.83

C

I

T

E

R

M

A

I

N

CITY WATERMAIN

D O

M E S T I C

W

A T E R

S U

P P L Y

C I T Y

W

A T E R M

A I N

D

O

M

E

S

T

T

P

P

L

Y

C

A

Y

O

V

E

R

H

A

N

G

C

V

E

R

H

A

N

G

B

M

T

D

R

A

N

T

E

L

TEMPORARY

CONSTRUCTION

FENCE

RIM 1045.00

INV 1041.10

P V

E

K

C O N C R E T E S

I D E W A L K

STEAM MANHOLE

A N

D S C A P E

L A N

D S C A P E

G R A S S

G R A S S

G R A S S

B

I

L A N D S C A P E

RETAINING

WALL

RETAINING

WALL

L A N D S C A P E

P

8" DIP

10" DIP

P

P

C

P V

H

P

S T E A M

H

P

R E T U

R N

RETAINING

WALL

G

R

A

6" SEWER SERVICE

(INV 1038.8)

D

I P

D

I P

D

I P

EXISTING BUILDING

P I P E

R

A

I L

UTILITY

TUNNEL

M

E

C

H

CONC

APRON

CONC

APRON

CONC

APRON

I R R I G

A T I O

N

LIGHT

BOLLARD

BASE

10" ASH

18" MAPLE

3" ASH

11" PINE

4" DIP

P

4" DIP

RIM 1049.35

INV 1042.75

CONC.

CONC.

K

V

E

R

H

A

N

G

C O N C R E T E S I D E W A L K

UTILITY

TUNNEL

UTILITY

TUNNEL

6" MAPLE

6" MAPLE

RELOCATE FIRE DEPARTMENT

CONNECTION, SEE MEP PLANS

BUILDING ADDITION,

SEE ARCH. PLANS

CONNECT TO

EXISTING MANHOLE,

GROUT ABANDONED

PIPE CONNECTION

AND REPOUR INVERT

SEE MEP PLANS FOR FIRE AND DOMESTIC

WATER SERVICE MODIFICATIONS

FFE=1045.42

BUILDING ADDITION,

SEE ARCH. PLANS

CONCRETE PAD FOR

CHILLER, SEE MEP PLANS

FFE=1045.42

PROJECT

BOUNDARY

18" PVC PS46

SANITARY SEWER

SEE MEP PLANS FOR IRRIGATION

POC MODIFICATION

SMH1

JACKED INSTALLATION

(24" STEEL CASING PIPE)

INSULATE EXISTING

WATERMAIN

PROTECT EXISTING UTILITY TUNNEL

AND WATERMAIN DURING

INSTALLATION OF SANITARY SEWER

RELOCATE EXISTING IRRIGATION LINE,

REPAIR IRRIGATION AS NEEDED (TYP.),

CONTRACTOR TO COORDINATE WITH OWNER

CONNECT TO EXISTING MANHOLE,

GROUT ABANDONED PIPE

CONNECTION AND REPOUR INVERT

CONTRACTOR TO COORDINATE

EXISTING WATER SHUT DOWN

WITH OWNER AND CITY

REINSTALL LIGHT POLE,

SEE MEP PLAN

CAUTION:

PROTECT EXISTING

UTILITY TUNNEL

40'

LEGEND

PROJECT BOUNDARY

SANITARY SEWER

SANITARY SEWER CLEANOUT

SANITARY SEWER MANHOLE

WATERMAIN

WATER VALVE

PIPE INSULATION

CALL BEFORE YOU DIG !

MINNESOTA LAW REQUIRES EXCAVATORS TO NOTIFY

THE REGIONAL NOTIFICATION CENTER AT LEAST TWO

(2) BUSINESS DAYS BUT NOT MORE

THAN FOURTEEN (14) CALENDAR DAYS

PRIOR TO EXCAVATION

GOPHER STATE

ONE CALL

www.gopherstateonecall.org

1-800-252-1166

BENCHMARK (BM): TOP NUT HYDRANT, AS DENOTED

ON PLAN, ELEVATION=1049.51 (NAVD 88)

BENCHMARK

1. VERIFY THE SIZE, LOCATION, AND ELEVATION OF EXISTING UTILITY

CONNECTIONS AND BEGIN CONSTRUCTION AT THESE POINTS. THE

ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES

BETWEEN THE PLAN AND ACTUAL EXISTING UTILITIES AND NO

CONSTRUCTION SHALL PROCEED UNTIL SUCH DISCREPANCIES ARE

RESOLVED.

2. MAINTAIN MINIMUM 7.0 FT. COVER OVER SANITARY SEWER LINES.

MAINTAIN MINIMUM 7.5 FT. COVER OVER WATERMAIN. IF MINIMUM

COVERS CANNOT BE MAINTAINED, NOTIFY ENGINEER IMMEDIATELY.

INSULATE OR OTHER AS DIRECTED BY ENGINEER.

3. MAINTAIN MINIMUM 1.5 FT. VERTICAL SEPARATION BETWEEN

WATERMAIN AND SANITARY SEWER/STORM SEWER.

4. SEE DET-10 ON DWG. NO. 111-CS302 FOR PIPE BEDDING

INFORMATION.

5. THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY

QUALITY LEVEL D. THIS UTILITY QUALITY LEVEL WAS DETERMINED

ACCORDING TO THE GUIDELINES OF CI/ASCE 38-02, ENTITLED

"STANDARD GUIDELINE FOR THE COLLECTION AND DEPICTION OF

EXISTING SUBSURFACE UTILITY DATA."

UTILITY NOTES

SANITARY MANHOLE DET-13

NOTE:

1. SEE PLANS FOR

BUILD DEPTHS,

RIM ELEVATIONS,

AND INVERTS.

2. ALL STRUCTURAL

DIMENSIONS TO

BE VERIFIED BY

MANUFACTURER.

3. STRUCTURE

STEPS SHALL BE

SPACED 16" ON

CENTER OVER

DOWNSTREAM

OUTLET.

SHELF TO BE SLOPED

1:12 TO CHANNELS

STEP (SEE NOTE)

SHAPE CHANNELS TO HAVE

SMOOTH ROUND INVERT

15" RADIUS MINIMUM

DIRECTION

OF FLOW

MANHOLE COVER-NEENAH

FOUNDRY CO. NO. R-1733 OR

APPROVED EQUAL WITH CENTER

PICK HOLE AND STAMPED

"SANITARY SEWER" UNLESS

SPECIFIED OTHERWISE

2" ADJUSTING RINGS

(2" MIN., 10" MAX.)

APPROVED CEMENT/AGGREGATE

MIXTURE BETWEEN RINGS,

LIFT-HOLES, & INVERTS.

PRECAST REINFORCED

CONCRETE ECCENTRIC CONE

RUBBER OR FLEXIBLE

PLASTIC GASKETS

SHALL BE USED ON

ALL PRE-CAST

MANHOLE JOINTS.

PRECAST REINFORCED

CONCRETE MANHOLE

WATER STOP GASKET

6" MIN. PRECAST

REINFORCED

CONCRETE BASE

SLAB OR INTEGRAL

BOTTOM SECTION

GROUT

BENCH &

FLOWLINE

O

D

A A

A A

PLAN

27"

7"

PLAN

T Y P

4'-0"

B

V A R I E S

B

SECTION A-A

SECTION B-B PLAN

I/I BARRIER INNER

MANHOLE RING SEAL

5" MIN.

PIPE INSULATION DET-12

FINISHED GRADE

D

6" d

NOTE:

1. PIPE SHALL BE CENTERED UNDER INSULATION UNLESS OTHERWISE SPECIFIED.

2. INSULATION SHALL BE OF 1 OR 2 INCH THICK BOARDS OF EXTRUDED OR

EXPANDING POLYSTYRENE PLASTIC FOAM SPECIFICALLY DESIGNED FOR USE IN

UNDERGROUND CONSTRUCTION AND HAVING A MINIMUM COMPRESSIVE

STRENGTH OF 35 P.S.I. SPECIAL NOTE IS TO BE TAKEN THAN THIS TYPE IS

DIFFERENT THAN THE TYPE USED IN ORDINARY BUILDING CONSTRUCTION. THE

INSULATION BOARD SHALL COMPLY WITH ASTM-D 1621.

T

COMPACTED GRANULAR

MATERIAL

6" MIN.

W

PIPE

4 IN.

3 IN.

3 IN.

2 IN.

2 IN.

0 IN.

d + 15 FT.

d + 13 FT.

d + 11 FT.

d + 6 FT.

d + 4 FT.

2 FT. TO 3 FT.

3 FT. TO 4 FT.

4 FT. TO 5 FT.

5 FT. TO 6 FT.

6 FT. TO 7 FT.

7 FT. (ASSUMED

FROST LINE)

"T"

THICKNESS OF

INSULATION REQUIRED

"W"

COMPUTE WIDTH OF

INSULATION REQUIRED

"D"

DEPTH TO TOP

OF PIPE

INSULATION

TRENCH

CONTRACTOR SHALL FIELD

VERIFY ALL UTILITIES WITH

OWNER PRIOR TO EXCAVATION.

HANSEN THORP PELLINEN OLSON, Inc.

7510 Market Place Drive Eden Prairie, MN 55344

952-829-0700 952-829-7806 fax

Engineering Surveying

Landscape Architecture

% CONSTRUCTION DOCUMENTS SUBMISSION CONSTRUCTION DOCUMENTS SUBMISSION

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111-CS401

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UTILITY PLAN

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CO

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