Attachment 04 - Set 2_Civil.pdf

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA

57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COMFOURFRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of Veterans Affairsof

16.2330.A08

ALBERTSON ENGINEERING, INC.

315 NORTH MAIN AVENUE, SUITE 200

SIOUX FALLS, SOUTH DAKOTA 57104

PH: (605) 274-0880

FARRIS ENGINEERING

12700 WEST DODGE ROAD

OMAHA, NEBRASKA 68154

PH: (402) 330-5900

TERRASITE DESIGN

1635 DEADWOOD AVENUE

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 791-1736

/2 /2

:0

:2

P

M

CONSTRUCTION DOCUMENTS

11/23/2020

SITE TOPOGRAPHICAL SURVEY

V-100

Design/Construct Sterile Processing Service- Omaha VA Medical Center

AuthorChecker

4101 Woolworth Ave #4199 Omaha, Ne 68105Omaha VA Medical Center

10 138193 karl.person Text Box

COMPLIANCY REVIEW INCLUDED

karl.person Snapshot

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA

57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COMFOURFRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

DateRevisions:

VA FORM 08-6231

on e ei gh th in ch o ne fo ot on e qu ar te r i nc h on e fo ot th re e ei gh th s in ch o ne fo ot on e ha lf in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e in ch o ne fo ot on e an d on e ha lf in ch es o ne fo ot th re e in ch es o ne fo ot

6"

6"

6"

6"

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of Veterans Affairsof

16.2330.A08

ALBERTSON ENGINEERING, INC.

315 NORTH MAIN AVENUE, SUITE 200

SIOUX FALLS, SOUTH DAKOTA 57104

PH: (605) 274-0880

FARRIS ENGINEERING

12700 WEST DODGE ROAD

OMAHA, NEBRASKA 68154

PH: (402) 330-5900

TERRASITE DESIGN

1635 DEADWOOD AVENUE

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 791-1736

8/ 5/

1:

:2

A

M

CONSTRUCTION DOCUMENTS

11/23/2020

Design/Construct Sterile Processing Service- Omaha VA Medical Center

JMSM

4101 Woolworth Ave #4199 Omaha, Ne 68105Omaha VA Medical Center

16.2330.A08 138

11/23/20

SITE GENERAL NOTES

C-100 11 193 karl.person Text Box

COMPLIANCY REVIEW INCLUDED

PARKING LOT #1

E

IS

E N

H O

W E

R D

R

N E

M

IT

Z D

R

BUILDING #7

BUILDING #8

FFE = 1117.00'

18 18

KEY NOTES

REMOVE CONCRETE SIDEWALK AND AGGREGATE BASE - SEE NOTE 1

REMOVE SOD AND STOCKPILE TOPSOIL - SEE NOTE 8

REMOVE CONCRETE PAVEMENT AND AGGREGATE BASE - SEE NOTE 1

REMOVE CONCRETE CURB AND GUTTER AND AGGREGATE BASE

REMOVE ASPHALT PAVEMENT AND AGGREGATE BASE

REMOVE AND RESET SIGN (REFERENCE LOCATION FOR REPLACEMENT)

REMOVE AND REPLACE IRRIGATION SYSTEM, THIS AREA

MOVE SHELTER TO TEMPORARY LOCATION DESIGNATED BY OWNER

EXISTING CONCRETE PAD OR PAVEMENT - DO NOT DISTURB

EXISTING LIGHT POLE - DO NOT DISTURB

EXISTING TURF - DO NOT DISTURB

EXISTING ROCK MULCH - DO NOT DISTURB

EXISTING STORM SEWER INLET AND MANHOLE - DO NOT DISTURB

REMOVE AND RESET MIRROR (REFERENCE LOCATION FOR REPLACEMENT)

EXISTING SIDEWALK - DO NOT DISTURB

EXISTING FIRE HYDRANT - DO NOT DISTURB

EXISTING CURB AND GUTTER - DO NOT DISTURB

EXISTING UTILITIES - DO NOT DISTURB

MRI TRUCK LOCATION - SEE NOTE 9

REMOVE GRAVEL SURFACING

EXISTING BOLLARD - DO NOT DISTURB

REMOVE AND RESET ROOF DRAIN / CLEANOUT - SEE SHEET CU100

NOTES

1. CONCRETE SHALL BE REMOVED AT FULL PANELS UNLESS APPROVED BY COR.

JOINT LOCATIONS ARE APPROXIMATE.

2. OWNER SHALL HAVE FIRST RIGHTS TO ALL SALVAGED MATERIALS. COORDINATE

WITH OWNER AND TRANSPORT SALVAGED ITEMS TO THE OWNER DESIGNATED

STORAGE AREA, IF OWNER RETAINED. ALL OTHER ITEMS SHALL BE HAULED AND

DISPOSED OF OFF-SITE BY THE CONTRACTOR.

3. COORDINATE ALL DEMOLITION OPERATIONS AND REMOVAL OF DEBRIS WITH THE

OWNER.

4. ALL EROSION CONTROL BMPs SHALL BE IN PLACE PRIOR TO DEMOLITION.

5. DO NOT DISTURB ANY STRUCTURES NOT DESIGNATED TO BE REMOVED.

6. CONTRACTOR MUST CONFIRM FLOOR ELEVATIONS BEFORE STARTING

DEMOLITION WORK. REPORT ANY DISCREPANCIES TO COR.

7. SEE ARCHITECTURE FOR DEMOLITION OF BUILDING.

8. REMOVE ALL TOPSOIL WITHIN GRADING LIMITS AND TEMPORARILY STOCKPILE

FOR SPREADING AT COMPLETION OF PROJECT.

9. EXISTING MRI TRUCK WILL BE MOVED BY OWNER PRIOR TO START OF PROJECT.

LEGEND

ASPHALT PAVEMENT

CONCRETE PAVEMENT / SIDEWALK

IRRIGATED SOD AND TOPSOIL

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA

57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COMFOURFRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

DateRevisions:

VA FORM 08-6231

on e ei gh th in ch o ne fo ot on e qu ar te r i nc h on e fo ot th re e ei gh th s in ch o ne fo ot on e ha lf in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e in ch o ne fo ot on e an d on e ha lf in ch es o ne fo ot th re e in ch es o ne fo ot

6"

6"

6"

6"

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of Veterans Affairsof

16.2330.A08

ALBERTSON ENGINEERING, INC.

315 NORTH MAIN AVENUE, SUITE 200

SIOUX FALLS, SOUTH DAKOTA 57104

PH: (605) 274-0880

FARRIS ENGINEERING

12700 WEST DODGE ROAD

OMAHA, NEBRASKA 68154

PH: (402) 330-5900

TERRASITE DESIGN

1635 DEADWOOD AVENUE

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 791-1736

8/ 5/

1:

:2

A

M

CONSTRUCTION DOCUMENTS

11/23/2020

Design/Construct Sterile Processing Service- Omaha VA Medical Center

JMSM

4101 Woolworth Ave #4199 Omaha, Ne 68105Omaha VA Medical Center

16.2330.A08 138

11/23/20

DEMOLITION PLAN

CD100

00 20' 40'

DEMOLITION PLAN

1"=20'CD100

karl.person Text Box

COMPLIANCY REVIEW INCLUDED

karl.person Snapshot

VHAOMAGreenM1 Text Box

SEE AMMENDMENT # 1

FOR LAYDOWN AREA

BOUNDARY CHANGE

VHAOMAGreenM1 Rectangle

VHAOMAGreenM1 Text Box

AFFECTED KEY NOTES & NOTES TO ADJUST TO MEET AMMENDMENT # 1

FOR LAYDOWN AREA

BOUNDARY CHANGE

VHAOMAGreenM1 Line

IS

E N

H O

W E

R D

R

N E

M

IT

Z D

R

BUILDING #7

S

CO CO

S S

S S

S S

S S

S S

O

O O

O

O O

O

O O

O

O

O O

O O

SS

CO

P P PP P P

±7'

BUILDING #8

FFE = 1117.00'

KEY NOTES

PROPOSED SANITARY SEWER MAIN - SEE CU100 AND NOTE 7

REPLACE IRRIGATION SYSTEM, THIS AREA

SOD AND TOPSOIL, THIS AREA - SEE NOTE 2

ASPHALT PAVEMENT, MATCH EXISTING THICKNESS OR DETAIL, WHICHEVER IS

LESS - SEE E4/C-500

CONCRETE PAVEMENT - SEE F4/C-501 AND NOTES 1 AND 5

CHAINLINK CONSTRUCTION FENCE - SEE NOTE 4

CURB AND GUTTER, MATCH EXISTING - SEE A1/C-500, A4/C-500, F4/C-501 AND

NOTE 3

16' DOUBLE SWING (8' LEAFS) OR 16' ROLLING GATE

REPLACE PERMANENT GRAVEL AT COMPLETION OF SANITARY SEWER

INSTALLATION PHASE, MATCH EXISTING

CONCRETE SIDEWALK, MATCH EXISTING THICKNESS OR DETAIL, WHICHEVER

IS LESS - SEE E1/C-500 AND NOTES 1 AND 5

RESET SHELTER AT ORIGINAL LOCATION AT TERMINATION OF PROJECT

RESET SIGN

PROPOSED ELECTRIC DUCT BANK - SEE E-007

RESET MIRROR

PROPOSED ELECTRICAL DUCT BANK - SEE NOTES 6 AND 7

NOTES

1. CONCRETE JOINTS SHALL MATCH EXISTING CONCRETE PAVEMENT AND

SIDEWALK.

2. CONTRACTOR SHALL SALVAGE AND REUSE ON-SITE TOPSOIL. IF ENOUGH

TOPSOIL IS NOT SALVAGED FROM ON-SITE, CONTRACTOR WILL BE

RESPONSIBLE FOR SUPPLEMENTING WITH OFF-SITE TOPSOIL TO PROVIDE A

MINIMUM 4" BENEATH ALL TURF. ALL FINISH GRADES OF TURF SHALL PROVIDE

POSITIVE DRAINAGE AWAY FROM STRUCTURES AND BE SIMILAR TO EXISTING.

3. PAINT CURB; MATCH EXISTING COLOR; COORDINATE AND OBTAIN PAINT FROM

OWNER.

4. TEMPORARY CONSTRUCTION SAFETY FENCE, 8'-0" CHAIN LINK FENCE WITH

OPAQUE SCREEN (98% OPAQUENESS OR GREATER).

5. CONCRETE SHALL BE REMOVED AT FULL PANELS UNLESS APPROVED BY COR.

6. CONTRACTOR TO CONFIRM ALIGNMENT WITH OWNER OR COR PRIOR TO

STARTING CONSTRUCTION.

7. PROPOSED ELECTRICAL DUCT BANK AND SANITARY SEWER SERVICE / MAIN

CANNOT BE CONSTRUCTED AT SAME TIME AS THE ELECTRICAL DUCT BANK

WOULD CONFLICT WITH TRAFFIC CONTROL PLAN.

SS

LEGEND

CHAINLINK CONSTRUCTION FENCE

SANITARY SEWER PIPE

SANITARY SEWER MANHOLE

CLEANOUT

ASPHALT PAVEMENT

GRAVEL SURFACING

CONCRETE PAVEMENT / SIDEWALK

SOD AND TOPSOIL

O

S

CO

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA

57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COMFOURFRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

DateRevisions:

VA FORM 08-6231

on e ei gh th in ch o ne fo ot on e qu ar te r i nc h on e fo ot th re e ei gh th s in ch o ne fo ot on e ha lf in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e in ch o ne fo ot on e an d on e ha lf in ch es o ne fo ot th re e in ch es o ne fo ot

6"

6"

6"

6"

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of Veterans Affairsof

16.2330.A08

ALBERTSON ENGINEERING, INC.

315 NORTH MAIN AVENUE, SUITE 200

SIOUX FALLS, SOUTH DAKOTA 57104

PH: (605) 274-0880

FARRIS ENGINEERING

12700 WEST DODGE ROAD

OMAHA, NEBRASKA 68154

PH: (402) 330-5900

TERRASITE DESIGN

1635 DEADWOOD AVENUE

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 791-1736

8/ 5/

1:

:2

A

M

CONSTRUCTION DOCUMENTS

11/23/2020

Design/Construct Sterile Processing Service- Omaha VA Medical Center

JMSM

4101 Woolworth Ave #4199 Omaha, Ne 68105Omaha VA Medical Center

16.2330.A08 138

11/23/20

SITE PLAN

CS100

00 20' 40'

SITE PLAN

1"=20'CS100

karl.person Text Box

COMPLIANCY REVIEW INCLUDED

karl.person Snapshot

VHAOMAGreenM1 Rectangle

VHAOMAGreenM1 Text Box

SEE AMMENDMENT # 1

FOR LAYDOWN AREA

BOUNDARY CHANGE

VHAOMAGreenM1 Text Box

AFFECTED KEY NOTES & NOTES TO ADJUST TO MEET AMMENDMENT # 1

FOR LAYDOWN AREA

BOUNDARY CHANGE

S

CO CO

S S

S S

S S

S S

S S

O

O O

O

O O

O

O O

O

O

O O

O O

SS

CO

P P PP P P

PARKING LOT #1

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BUILDING #7

11 12

13 14

BUILDING #8

FFE = 1117.00'

20 21

KEEP LIGHT POLES

ON EXTERIOR OF

FENCE

6' MIN.

6' MIN.

Point Table

Point #

Northing

10859.65

10859.65

10789.75

10782.51

10781.20

10789.14

10781.40

10711.29

10683.15

10699.99

10754.14

10753.78

10708.27

10707.85

10753.90

10662.72

10515.18

10522.43

10522.49

10882.35

10882.61

10882.51

Easting

20467.52

20319.62

20319.79

20319.81

20469.93

20469.75

20252.30

20251.02

20238.15

20250.85

20253.83

20276.98

20276.17

20293.70

20299.49

20238.17

20239.83

20260.67

20269.34

20306.48

20487.39

20357.75

Description

ME

ME

ME

ME

ME

ME

ME

ME

ME

ME

ME

ME

ME

ME

ME

ME

ME

ME

ME

FENCE

FENCE

FENCE

Point Table

Point #

Northing

10860.24

10860.29

10882.56

Easting

20357.77

20428.40

20428.39

Description

FENCE

FENCE

FENCE

ABBREVIATIONS

ME = MATCH EXISTING

NOTES

1. STAKE OUT POINTS ARE PROVIDED TO SHOW APPROXIMATE PROJECT LIMITS.

2. CONCRETE SHALL BE REMOVED AT FULL PANELS UNLESS APPROVED BY COR.

JOINT LOCATIONS ARE APPROXIMATE.

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA

57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COMFOURFRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

DateRevisions:

VA FORM 08-6231

on e ei gh th in ch o ne fo ot on e qu ar te r i nc h on e fo ot th re e ei gh th s in ch o ne fo ot on e ha lf in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e in ch o ne fo ot on e an d on e ha lf in ch es o ne fo ot th re e in ch es o ne fo ot

6"

6"

6"

6"

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of Veterans Affairsof

16.2330.A08

ALBERTSON ENGINEERING, INC.

315 NORTH MAIN AVENUE, SUITE 200

SIOUX FALLS, SOUTH DAKOTA 57104

PH: (605) 274-0880

FARRIS ENGINEERING

12700 WEST DODGE ROAD

OMAHA, NEBRASKA 68154

PH: (402) 330-5900

TERRASITE DESIGN

1635 DEADWOOD AVENUE

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 791-1736

8/ 5/

1:

:2

A

M

CONSTRUCTION DOCUMENTS

11/23/2020

Design/Construct Sterile Processing Service- Omaha VA Medical Center

JMSM

4101 Woolworth Ave #4199 Omaha, Ne 68105Omaha VA Medical Center

16.2330.A08 138

11/23/20

GRADING AND STAKEOUT PLAN

CG100

00 20' 40'

GRADING AND STAKEOUT PLAN

1"=20'CG100

karl.person Text Box

COMPLIANCY REVIEW INCLUDED

karl.person Snapshot

VHAOMAGreenM1 Text Box

AFFECTED KEY NOTES & NOTES TO ADJUST TO MEET AMMENDMENT # 1

FOR LAYDOWN AREA

BOUNDARY CHANGE

VHAOMAGreenM1 Rectangle

VHAOMAGreenM1 Text Box

SEE AMMENDMENT # 1

FOR LAYDOWN AREA

BOUNDARY CHANGE

S S

S S

S S

S S

S S

O

O O

O

O O

O

O O

O

O

O O

O O

SS

CO

P P PP P P

PARKING LOT #1

E

IS

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H O

W E

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N E

M

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R

BUILDING #7

IP

IP2

IP

IP2IP2

BUILDING #8

FFE = 1117.00'

EROSION CONTROL / STORM WATER POLLUTION CONTROL. -

THE CONTRACTOR IS NOT REQUIRED TO OBTAIN A GENERAL

STORMWATER PERMIT FROM THE NEBRASKA DEPARTMENT OF

ENVIRONMENT AND ENERGY (DEE) AS THE PROJECT WILL NOT DISTURB

MORE THAN 1 ACRE OF LAND.

THE CONTRACTOR SHALL ALSO COMPLY WITH ANY CITY OF OMAHA

EROSION AND SEDIMENT CONTROL REQUIREMENTS.

THE CONTRACTOR SHALL NOT BEGIN ANY SURFACE REMOVAL OR

EXCAVATION UNTIL EROSION CONTROL MEASURES ARE IN PLACE FOR

THE PHASE OF WORK BEING COMPLETED. EROSION CONTROL

MEASURES SHALL PROCEED IN AN ORDERLY AND PROGRESSIVE

MANNER AHEAD OF EXCAVATION WORK.

THE CONTRACTOR IS ADVISED THAT SEVERAL AGENCIES INCLUDING

THE OWNER HAVE THE AUTHORITY TO “STOP WORK” IF THE POLLUTION

PREVENTION CONTROL IS NOT IMPLEMENTED OR IS NOT EFFECTIVE IN

PREVENTION OF ENVIRONMENTAL DAMAGE FROM CONSTRUCTION

ACTIVITIES. NO COMPENSATION WILL BE FORTHCOMING FOR “LOST

TIME” DUE TO A “STOP WORK” ORDER.

LOCATIONS FOR THE EROSION CONTROL MEASURES ARE

RECOMMENDED ON THE PLANS. IT SHALL BE THE RESPONSIBILITY OF

THE CONTRACTOR TO DETERMINE THE DEVICES AND LOCATIONS

NECESSARY FOR EFFECTIVE POLLUTION CONTROL IN ACCORDANCE

WITH CITY, STATE, AND FEDERAL POLLUTION CONTROL REQUIREMENTS.

ALL STORM DRAIN INLETS SHALL BE PROTECTED BY APPROPRIATE BMPS

DURING CONSTRUCTION UNTIL ALL SOURCES WITH POTENTIAL FOR

DISCHARGING TO THE INLET HAVE BEEN STABILIZED.

THE CONTRACTOR SHALL FOLLOW THIS EROSION CONTROL PLAN TO

ADDRESS POTENTIAL RUNOFF OF SURFACE WATERS CONTAINING

SEDIMENT TO WATERS OF THE STATE. THE CONTRACTOR IS

RESPONSIBLE FOR IMPLEMENTATION OF THIS PLAN. THIS PLAN, AS

WELL AS IMPLEMENTATION, IS DESIGNED TO MINIMIZE THESE IMPACTS

AND ADDRESS POTENTIAL PROBLEMS.

THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR REMEDIATION OF

ANY ADVERSE IMPACTS TO STORM SEWER, ADJACENT WATERWAYS,

WETLANDS, ETC., RESULTING FROM WORK DONE AS PART OF THIS

PROJECT.

THE CONTRACTOR WILL BE REQUIRED TO FIND AN APPROPRIATE

LOCATION FOR CONCRETE WASHOUT. THE LOCATION WILL REQUIRE

APPROPRIATE CONTAINMENT FOR THE WASHOUT OPERATIONS.

THE CONTRACTOR, AND / OR THEIR AUTHORIZED AGENTS SHALL

ENSURE THAT ALL LOADS OF CUT AND FILL MATERIAL IMPORTED TO OR

EXPORTED FROM THIS SITE SHALL BE PROPERLY COVERED TO PREVENT

LOSS OF THE MATERIAL DURING TRANSPORT ON PUBLIC RIGHT OF

WAYS.

INSPECTION AND MAINTENANCE. -

THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL AND WATER

POLLUTION CONTROL DEVICES ONCE A WEEK AND WITHIN 24 HOURS OF

EVERY RAINFALL GREATER THAN 1/2 INCH. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR MAINTENANCE, TO INCLUDE BUT NOT BE LIMITED TO:

REPAIR, RESET, MUCKING, REPLACEMENT, OF ALL TEMPORARY EROSION

CONTROL AND WATER POLLUTION CONTROL DEVICES UNTIL

PERMANENT EROSION CONTROL IS ESTABLISHED AND THE PROJECT

HAS BEEN COMPLETED AND ACCEPTED. MAINTENANCE OF EROSION

CONTROL AND WATER POLLUTION CONTROL DEVICES SHALL BE

INCIDENTAL AND CONSIDERED PART OF THE UNIT COST.

INSTALL TEMPORARY VEHICLE TRACKING CONTROL OR TIRE WASH OFF

FACILITY AT ALL LOCATIONS WHERE VEHICLES ENTER FROM PAVEMENT

INTO CONSTRUCTION SITE. CONSTRUCTION SITE VEHICLE EXIT

LOCATIONS MUST BE INSPECTED FOR EVIDENCE OF OFF-SITE SEDIMENT

TRACKING ONTO PAVED SURFACES. TRACKED SEDIMENT MUST BE

REMOVED FROM ALL OFF-SITE ROADS, WITHIN 24 HOURS OF DISCOVERY.

CONSTRUCTION SITE VEHICLE EXIT LOCATIONS SHALL BE RELOCATED

AS NECESSARY DEPENDENT UPON PHASING.

ALL BMPs MUST BE REPAIRED, REPLACED, OR SUPPLEMENTED WHEN

THEY BECOME NONFUNCTIONAL OR THE SEDIMENT REACHES 1/3 OF THE

HEIGHT OF THE FENCE. THESE REPAIRS MUST BE MADE WITHIN 24

HOUR OF DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW

ACCESS.

TEMPORARY DRAINAGE DURING CONSTRUCTION IS THE CONTRACTOR'S

RESPONSIBILITY. CONTRACTOR SHALL BE AWARE OF EXISTING

DRAINAGE CONDITIONS AND FACILITIES, AND SHALL PROVIDE FOR

DRAINAGE AND EROSION CONTROL DURING ALL PHASES OF

CONSTRUCTION. DAMAGE CAUSED BY IMPROPER TEMPORARY

DRAINAGE FACILITIES SHALL BE REPAIRED AT THE CONTRACTOR'S

EXPENSE TO THE SATISFACTION OF THE OWNER.

LEGEND

INLET PROTECTION DEVICES - SEE NOTE 3

INSTALL INLET PROTECTION DEVICE AT NEXT DOWNSTREAM INLET

IP

NOTES:

1. EROSION CONTROL MEASURES SHOWN ARE BASED ON THE

ENGINEER'S JUDGEMENT.

2. TEMPORARY EROSION CONTROL DEVICES TO BE REMOVED BY

CONTRACTOR WHEN SITE IS STABILIZED.

3. INSTALL SEDIMENT FILTERING DEVICES AT STORM DRAIN INLETS.

INLET PROTECTION SHALL BE A BMP CONSISTING OF A FILTERING

DEVICE PLACED IN THE MANHOLE THAT INCLUDES AN OVERFLOW

FEATURE THAT ALLOWS THE BMP TO DRAIN WHEN PLUGGED OR FULL

AND PREVENTS PONDING AT THE CURB INLETS. BASIS OF DESIGN IS

FLEXSTORM INLET FILTERS.

IP2

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA

57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COMFOURFRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

DateRevisions:

VA FORM 08-6231

on e ei gh th in ch o ne fo ot on e qu ar te r i nc h on e fo ot th re e ei gh th s in ch o ne fo ot on e ha lf in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e in ch o ne fo ot on e an d on e ha lf in ch es o ne fo ot th re e in ch es o ne fo ot

6"

6"

6"

6"

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of Veterans Affairsof

16.2330.A08

ALBERTSON ENGINEERING, INC.

315 NORTH MAIN AVENUE, SUITE 200

SIOUX FALLS, SOUTH DAKOTA 57104

PH: (605) 274-0880

FARRIS ENGINEERING

12700 WEST DODGE ROAD

OMAHA, NEBRASKA 68154

PH: (402) 330-5900

TERRASITE DESIGN

1635 DEADWOOD AVENUE

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 791-1736

8/ 5/

1:

:2

A

M

CONSTRUCTION DOCUMENTS

11/23/2020

Design/Construct Sterile Processing Service- Omaha VA Medical Center

JMSM

4101 Woolworth Ave #4199 Omaha, Ne 68105Omaha VA Medical Center

16.2330.A08 138

11/23/20

EROSION CONTROL PLAN

CG101

00 20' 40'

EROSION CONTROL PLAN

1"=20'CG101

karl.person Text Box

COMPLIANCY REVIEW INCLUDED

karl.person Snapshot

VHAOMAGreenM1 Text Box

AFFECTED KEY NOTES & NOTES TO ADJUST TO MEET AMMENDMENT # 1

FOR LAYDOWN AREA

BOUNDARY CHANGE

VHAOMAGreenM1 Rectangle

VHAOMAGreenM1 Text Box

SEE AMMENDMENT # 1

FOR LAYDOWN AREA

BOUNDARY CHANGE

CO

CO

SS SS SS SS SS

O

O O

O

O O

O O

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P P

P P

P A

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IN

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B U

ILD

IN

G #7

0+00 1+00

2+

2+

B P

S

TA

+0 0.

P I S

TA

+8

2.

PI STA = 2+01.13 PI S

TA =

2+

.54

EP STA = 2+22.03

SSSSS

B U

ILD

IN

G #8

FFE

= 1117.00'

0+00

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.7

0+20

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.7

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.0

1+60

.8

.8

1+80

.8

.7

2+00 2+20 2+40

EXISTING GRADE

CONNECT TO EXISTING MANHOLE -

SEE A5/C-502 AND A1/C-502INSIDE DROP BOWL - SEE

A1/C-502 AND NOTES 10 AND 11

DOUBLE CLEAN OUT

- SEE E1/C-502

IN

V

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18' OF 8" PVC @ 2.00%183' OF 8" PVC @ 2.00%

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EXISTING 6" DUCTILE IRON PIPE

FOUNDATION DRAIN

(DEPTH UNKNOWN)

EXISTING ROOF DRAIN

(DEPTH UNKNOWN)

IN

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FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA

57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COMFOURFRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

DateRevisions:

VA FORM 08-6231

on e ei gh th in ch o ne fo ot on e qu ar te r i nc h on e fo ot th re e ei gh th s in ch o ne fo ot on e ha lf in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e in ch o ne fo ot on e an d on e ha lf in ch es o ne fo ot th re e in ch es o ne fo ot

6"

6"

6"

6"

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of Veterans Affairsof

16.2330.A08

ALBERTSON ENGINEERING, INC.

315 NORTH MAIN AVENUE, SUITE 200

SIOUX FALLS, SOUTH DAKOTA 57104

PH: (605) 274-0880

FARRIS ENGINEERING

12700 WEST DODGE ROAD

OMAHA, NEBRASKA 68154

PH: (402) 330-5900

TERRASITE DESIGN

1635 DEADWOOD AVENUE

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 791-1736

8/ 5/

1:

:2

A

M

CONSTRUCTION DOCUMENTS

11/23/2020

Design/Construct Sterile Processing Service- Omaha VA Medical Center

JMSM

4101 Woolworth Ave #4199 Omaha, Ne 68105Omaha VA Medical Center

16.2330.A08 138

11/23/20

SANITARY SEWER PLAN

CU100

00 20' 40'

NOTE:

1. DEPTH OF EXISTING UTILITIES IS UNKNOWN. CONTRACTOR SHALL VERIFY THE LOCATION

AND DEPTH OF ALL EXISTING CROSSING UTILITIES PRIOR TO CONSTRUCTION OF THE

PROPOSED UTILITY AND ORDERING MATERIALS.

2. SEE C4/C-502 FOR MANHOLE DETAIL.

3. SEE E1/C-502 FOR CLEAN OUT DETAIL.

4. IF LESS THAN 18" OF VERTICAL CLEARANCE IS PROVIDED BETWEEN WATER MAIN AND STORM

/ SANITARY SEWER OR IF WATER MAIN IS BENEATH STORM / SANITARY SEWER, ENCASE AS

PER NDEE REQUIREMENTS - SEE F8/C-502

5. CONTRACTOR TO ENSURE PROTECTION OF ALL UNDERGROUND UTILITIES DURING

CONSTRUCTION.

6. MAINTAIN A MINIMUM OF 1' VERTICAL SEPARATION.

7. CONTRACTOR MAY REVISE SLOPE OR ELEVATION OF SANITARY SERVICE FROM BUILDING TO

MANHOLE TO MAINTAIN CLEARANCES SHOWN IN NOTE 4 AND NOTE 5 WITH APPROVAL OF CO.

MAINTAIN A MINIMUM OF 2% SLOPE ON ALL SANITARY SEWER SERVICE AND MAINS OUTSIDE

OF BUILDING.

8. SEE A8/C-502 FOR TRENCH DETAIL.

9. CONTRACTOR IS RESPONSIBLE FOR ALL BYPASS PUMPING IN ACCORDANCE WITH CITY OF

OMAHA AND NDEE REQUIREMENTS WHICH INCLUDES A BYPASS PUMPING PLAN.

10. CONTRACTOR TO USE EXTREME CAUTION AS MANHOLE IS VERY DEEP. CONTRACTOR SHALL

FOLLOW OSHA REGULATIONS REGARDING CONFINED SPACES.

11. BASIS FOR DESIGN IS RELINER OR PRE-APPROVED EQUAL. INSTALL INSIDE DROP

CONNECTION AS PER MANUFACTURER INSTRUCTIONS.

12. REMOVE AND RESET EXISTING ROOF DRAIN / CLEANOUT AS NECESSARY TO INSTALL

SANITARY SEWER MAIN. SUPPORT EXISTING UTILITY DURING CONSTRUCTION.

13. USE OF TRENCH BOX FOR INSTALLATION OF SANITARY SEWER IS HIGHLY RECOMMENDED

AND LIKELY NECESSARY.

14. EXISTING DUCT BANK IN CLOSE PROXIMITY TO PROPOSED SANITARY SEWER SERVICE.

CONTRACTOR TO VERIFY DEPTH AND LOCATION OF EXISTING DUCT BANK PRIOR TO

STARTING CONSTRUCTION OF SANITARY SEWER SERVICE. CONTRACTOR TO REPORT ANY

CONFLICTS TO COR. PROTECT EXISTING DUCT BANK FROM DAMAGE.

EXISTING CLEANOUT FOR BUILDING ROOF DRAIN - SEE NOTE 12 90°1'54"

VALVE FOR UNKNOWN UTILITY - DO NOT DISTURB

SANITARY SEWER PLAN

1"=20'CU100

karl.person Text Box

COMPLIANCY REVIEW INCLUDED

IS

E N

H O

W E

R D

R

N E

M

IT

Z D

R

BUILDING #7

S

CO CO

S S

S S

S S

S S

S S

O

O O

O

O O

O

O O

O

O

O O

O O

SS

CO

P P PP P P

C C

C C

C C

C C

C C

C C

C C

C

C C

C C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C C

C

C C C C

C

C C

C

C

CC

C

C

C

C C

C C

C C

CC

CC

CC

CC

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

BUILDING #8

FFE = 1117.00'

THICKENED PAVEMENT EDGE, TYP. - SEE F4/C-501

STANDARD CURB AND GUTTER - SEE A1/C-500

CURB TAPER - SEE F1/C-500

CURB ISOLATION JOINT - SEE A4/C-500

SEE A8/C-500 FOR ASPHALT ABUTMENT DETAIL

EQUALLY SPACED CONTRACTION JOINTS THIS AREA (6' PREFERRED); 4'

MIN., 6' MAX. FOR NEW SIDEWALK

EQUALLY SPACED CONTRACTION JOINTS THIS AREA (7' PREFERRED);

5' MIN., 8' MAX. FOR NEW SIDEWALK

DOWELED CONSTRUCTION JOINT

CURB CONSTRUCTION JOINT

DOWELED CONSTRUCTION OR CONTRACTION JOINT

ISOLATION JOINT

CONTRACTION JOINT FOR SIDEWALK

JOINTED PLAIN CONCRETE PAVEMENT - SEE A7/C-500

STANDARD CONCRETE SIDEWALK - SEE E1/C-500

ASPHALT PAVEMENT - SEE E4/C-500

C C C C C

NOTES:

1. EXISTING JOINTS WERE NOT LOCATED IN THE FIELD AND ARE APPROXIMATE.

2. THE LOCATION OF JOINTS AS SHOWN/OR DESIGNATED ON THIS SHEET ARE ONLY

APPROXIMATE LOCATIONS TO BE USED AS A GUIDE IN THE FINAL LOCATION OF THE

JOINTS AND TO AFFORD BIDDERS A BASIS FOR ESTIMATING THE CONSTRUCTION

COSTS OF THE JOINTS. JOINTS IN NEW PAVEMENT SHALL ALIGN WITH EXISTING

JOINTS, WHEREVER POSSIBLE. THE FINAL LOCATION OF THE JOINTS IS TO BE

CONFIRMED BY THE COR DURING CONSTRUCTION.

3. SEE F4/C-501 FOR JOINT TYPE CONSTRUCTION DETAILS.

4. MAXIMUM CONCRETE PAVEMENT JOINT SPACING IS 15' UNLESS OTHERWISE NOTED.

5. PROVIDE EXPANSION JOINTS AT A MAXIMUM 100' FT SPACING FOR SIDEWALKS.

6. SEE F4/C-501 FOR SIDEWALK CONTRACTION AND ISOLATION JOINTS.

7. IF EXISTING CONCRETE PAVEMENT IS LESS THAN 7" THICK, CONTACT THE COR FOR

DIRECTION.

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA

57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COMFOURFRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

DateRevisions:

VA FORM 08-6231

on e ei gh th in ch o ne fo ot on e qu ar te r i nc h on e fo ot th re e ei gh th s in ch o ne fo ot on e ha lf in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e in ch o ne fo ot on e an d on e ha lf in ch es o ne fo ot th re e in ch es o ne fo ot

6"

6"

6"

6"

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of Veterans Affairsof

16.2330.A08

ALBERTSON ENGINEERING, INC.

315 NORTH MAIN AVENUE, SUITE 200

SIOUX FALLS, SOUTH DAKOTA 57104

PH: (605) 274-0880

FARRIS ENGINEERING

12700 WEST DODGE ROAD

OMAHA, NEBRASKA 68154

PH: (402) 330-5900

TERRASITE DESIGN

1635 DEADWOOD AVENUE

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 791-1736

8/ 5/

1:

:2

A

M

CONSTRUCTION DOCUMENTS

11/23/2020

Design/Construct Sterile Processing Service- Omaha VA Medical Center

JMSM

4101 Woolworth Ave #4199 Omaha, Ne 68105Omaha VA Medical Center

16.2330.A08 138

11/23/20

JOINTING PLAN

CP100

00 20' 40'

JOINTING PLAN

1"=20'CP100

karl.person Text Box

COMPLIANCY REVIEW INCLUDED

karl.person Snapshot

VHAOMAGreenM1 Text Box

AFFECTED KEY NOTES & NOTES TO ADJUST TO MEET AMMENDMENT # 1

FOR LAYDOWN AREA

BOUNDARY CHANGE

VHAOMAGreenM1 Rectangle

VHAOMAGreenM1 Text Box

SEE AMMENDMENT # 1

FOR LAYDOWN AREA

BOUNDARY CHANGE

S S

S S

O

O

O

O

O

O

CO

PP

S

CO CO

S S

S S

O

O

O

O

O

O

O

O

O

O O

O

CO

PP

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA

57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COMFOURFRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

DateRevisions:

VA FORM 08-6231

on e ei gh th in ch o ne fo ot on e qu ar te r i nc h on e fo ot th re e ei gh th s in ch o ne fo ot on e ha lf in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e in ch o ne fo ot on e an d on e ha lf in ch es o ne fo ot th re e in ch es o ne fo ot

6"

6"

6"

6"

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of Veterans Affairsof

16.2330.A08

ALBERTSON ENGINEERING, INC.

315 NORTH MAIN AVENUE, SUITE 200

SIOUX FALLS, SOUTH DAKOTA 57104

PH: (605) 274-0880

FARRIS ENGINEERING

12700 WEST DODGE ROAD

OMAHA, NEBRASKA 68154

PH: (402) 330-5900

TERRASITE DESIGN

1635 DEADWOOD AVENUE

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 791-1736

8/ 5/

1:

:2

A

M

CONSTRUCTION DOCUMENTS

11/23/2020

Design/Construct Sterile Processing Service- Omaha VA Medical Center

JMSM

4101 Woolworth Ave #4199 Omaha, Ne 68105Omaha VA Medical Center

16.2330.A08 138

11/23/20

TRAFFIC CONTROL PLAN

CT100

BUILDING #8

PARKING #1

ACCESS TO

PARKING

LOT #1

OVERALL TRAFFIC PLAN

1"=50'

SANITARY SEWER INSTALLATION TRAFFIC PLAN

1"=40'

CHANNELIZING DEVICES

TRAFFIC SIGNAL

TRAFFIC SIGNAL

CHANNELIZING DEVICES

EXISTING STOP BAR

4W

4Y

24W

LEGEND

24" WHITE TEMPORARY

PAVEMENT MARKING

4" YELLOW TEMPORARY

PAVEMENT MARKING

42" CHANNELIZING DEVICE

OR BARREL

PORTABLE TRAFFIC LIGHT

SYSTEM - SEE NOTE 5

ONE-WAY ROUTE

TEMPORARY CONSTRUCTION

FENCE

4Y

24W

R10-6 W3-3 W20-4 W20-1 W1-4L W1-4R

R11-2B-18

CHANNELIZING

DEVICES

TYPE III BARRICADES

PARKING LOT

ENTRANCE

CLOSED

PROTECT

LIGHT POLE

CT100

CT100

ACCESS TO

PARKING

LOT #1

PARKING LOT

ENTRANCE

CLOSED

TEMPORARY

GRAVEL

ACCESS ROAD

CHANNELIZING DEVICES

CHANNELIZING DEVICES

PROTECT

LIGHT POLE

12.5' MAX

PARKING #1

TRAFFIC CONTROL NOTES

1. CONSTRUCTION SIGNING AND TRAFFIC CONTROL SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), AND AS DIRECTED BY THE CONTRACTING OFFICER'S REPRESENTATIVE (COR) ON OMAHA VA PROPERTY.

2. ALL TEMPORARY FIXED LOCATION SIGNS AND APPLICABLE TRAFFIC CONTROL DEVICES SHALL BE INSTALLED PRIOR TO THE START OF WORK IN THE APPLICABLE PHASE. ALL TEMPORARY TRAFFIC CONTROL SIGNAGE SHALL BE ATTACHED TO TUBULAR STEEL OR APPROVED EQUIVALENT PAINTED BLACK AND BURIED A MINIMUM OF 3' IN THE GROUND OR ANCHORED WITH ADEQUATE SANDBAGS TO PREVENT BLOWING OVER. ALL TEMPORARY SIGNAGE SHALL BE REMOVED AFTER THEY WILL

BE NO LONGER UTILIZED.

3. THE CONTRACTOR OR DESIGNATED TRAFFIC CONTROL SUBCONTRACTOR SHALL MAKE AFTER DARK INSPECTIONS EVERY WEEK TO INSURE THE ADEQUACY, LEGIBILITY, AND REFLECTIVITY OF EACH SIGN AND DEVICE. A WRITTEN SUMMARY OF EACH INSPECTION SHALL BE GIVEN TO THE PROJECT MANAGER WITHIN 24 HOURS AFTER COMPLETION OF THE INSPECTION.

4. CONSTRUCTION SIGNS THAT ARE TO BE INSTALLED SHALL NOT BLOCK THE VIEW OF EXISTING APPLICABLE TRAFFIC SIGNS. NON-APPLICABLE SIGNING WILL BE COVERED OR REMOVED DURING PERIODS OF INACTIVITY.

5. THE WEST SIDE OF BUILDING 8 IS THE ONLY ACCESS TO THE EMERGENCY ROOM ENTRANCE. ACCESS TO THIS ENTRANCE MUST BE MAINTAINED AT ALL TIMES. TWO LANES OF TRAFFIC SHALL REMAIN OPEN ON ALL ROADS THROUGHOUT THE ENTIRE PROJECT WITH THE FOLLOWING EXCEPTIONS. FOR SHORT DURATIONS (8 HOURS OR LESS), CONTRACTOR SHALL PROVIDE APPROPRIATE SIGNAGE AND FLAGGERS AT BOTH ENDS OF ONE LANE TRAFFIC WITH RADIO COMMUNICATIONS. FOR WORK ON THE SANITARY SEWER MAIN/SERVICE AND ASSOCIATED RESTORATION OF PAVEMENT, PORTABLE TRAFFIC LIGHT SYSTEMS WITH EMERGENCY VEHICLE PRE-EMPTION OPTION (BASED ON EMERGENCY VEHICLE STROBE LIGHT PATTERNS) SHALL BE UTILIZED AT BOTH ENDS FOR ONE LANE TRAFFIC. THE PORTABLE TRAFFIC LIGHT SYSTEMS SHALL BE IN SERVICE 24 HOURS A DAY UNTIL THE COMPLETION OF THE SANITARY SEWER MAIN/SERVICE WORK AND ASSOCIATED RESTORATION OF PAVEMENT. POSSIBLE TRAFFIC LIGHT SYSTEM BASIS OF DESIGN SHALL BE: STREET SMART SQ3TS OR TOWER SIGN AND

SIGNALS SX7500.

6. ALL TRAFFIC SIGNAGE SHOWN IN 1/CT100 SHALL BE THE MINIMUM SIGNAGE REQUIRED THROUGHOUT THE ENTIRE PROJECT. ALL TRAFFIC SIGNAGE SHOWN IN 2/CT100 SHALL BE UTILIZED IN ADDITION TO 1/CT100 ONLY DURING WORK ON THE SANITARY SEWER MAIN/SERVICE AND ASSOCIATED RESTORATION OF PAVEMENT. ADDITIONAL TRAFFIC CONTROL MAY BE

NECESSARY, COORDINATE WITH OWNER.

7. THE TRAFFIC CONTROL PLANS WERE DEVELOPED TO SHOW GENERAL INTENT AND FOR THE CONTRACTOR'S USE AS A BASIS OF BIDDING. THESE PLANS PROVIDE DETAIL NECESSARY TO MINIMIZE THE DISRUPTION TO USERS. IT IS THE INTENT OF THE ENGINEER THAT THE CONTRACTOR WILL SUPPLEMENT THIS PLAN WITH THEIR RECOMMENDATIONS TO THE COR AND

RECEIVE NECESSARY APPROVAL PRIOR TO THE START OF CONSTRUCTION.

8. THE TRAFFIC CONTROL PLANS INCLUDED WERE PREPARED TO ENABLE THE CONSTRUCTION OF THE IMPROVEMENTS DESCRIBED IN THESE DOCUMENTS IN A SEQUENTIAL ORDER WITH MINIMAL IMPACT ON THE OMAHA VA AND ITS USERS. THE CONTRACTOR SHALL INCORPORATE THE TRAFFIC CONTROL PLANS INTO THEIR SEQUENCE OF OPERATIONS.

9. ANY MODIFICATIONS TO THE TRAFFIC CONTROL DESCRIBED IN THESE DOCUMENTS SHALL BE APPROVED, IN WRITING, BY THE COR. REQUESTS FOR VARIATIONS TO THE TRAFFIC CONTROL SHALL BE SUBMITTED TO THE COR FOR REVIEW A MINIMUM OF TWO (2) WEEKS PRIOR TO IMPLEMENTATION. THE REQUEST SHALL INCLUDE A DETAILED DESCRIPTION OF THE CHANGE REQUESTED. ALTERNATE SEQUENCE OF OPERATIONS, OR TRAFFIC CONTROL WILL ONLY BE ALLOWED WHEN THE PROPOSED CHANGES MEET WITH THE OWNER'S INTENT FOR TRAFFIC CONTROL AND MAINTENANCE OF SERVICE.

10. PROTECTION OF PEDESTRIAN TRAFFIC FROM OPEN EXCAVATIONS AND OTHER HAZARDS IN AND AROUND THE CONSTRUCTION SITE SHALL BE IN COMPLIANCE WITH OSHA, THE AMERICANS WITH DISABILITIES ACT, AND AS DIRECTED BY

THE COR.

11. ORANGE SAFETY CONES OR CONCRETE BARRIERS SHALL BE USED TO DELINEATE TAPERS AND LANE SHIFTS AND TO

SEPARATE TRAFFIC FROM WORK AREAS.

12. PEDESTRIAN SIDEWALK MAY BE SHUT DOWN FOR SHORT DURATIONS (4 DAYS OR LESS). CONTRACTOR TO

COORDINATE WITH COR. TEMPORARY SURFACING SHALL BE GRAVEL.

13. PROPOSED ELECTRICAL DUCT BANK AND SANITARY SEWER SERVICE / MAIN CANNOT BE CONSTRUCTED AT SAME TIME AS THE ELECTRICAL DUCT BANK WOULD CONFLICT WITH TRAFFIC CONTROL PLAN. TRAFFIC CONTROL FOR INSTALLATION OF DUCT BANK IS NOT SPECIFICALLY SHOWN. CONTRACTOR SHALL INCLUDE A SEPARATE TRAFFIC CONTROL PLAN FOR THIS PORTION OF WORK UTILIZING EITHER FLAGGERS OR PORTABLE DEVICE TRAFFIC LIGHT SYSTEM DISCUSSED IN NOTE 5.

14. EMERGENCY EXITING ROUTES SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION. COORDINATE WITH OWNER.

O

TEMPORARY

CONSTRUCTION

FENCE

EMERGENCY ENTRANCE

/ DROPOFF

EMERGENCY ENTRANCE

/ DROPOFF

00 50' 100' 00 40' 80' karl.person Text Box

COMPLIANCY REVIEW INCLUDED

karl.person Snapshot

VHAOMAGreenM1 Rectangle

VHAOMAGreenM1 Rectangle

VHAOMAGreenM1 Text Box

SEE AMMENDMENT # 2

FOR BOUNDARY CHANGE & ROAD CHANGE

VHAOMAGreenM1 Line

VHAOMAGreenM1 Text Box

SEE AMMENDMENT # 2

FOR

BOUNDARY CHANGE

SCARIFY AND RECOMPACT SUBGRADE TO 12"

COMPACTED PER SPECIFICATIONS

4 " AGGREGATE BASE COURSE

COMPACTION PER SPECIFICATIONS

A7

C-500

JOINTED PLAIN TYPICAL CONCRETE PAVEMENT SECTION

N.T.S.

CONCRETE MATCH EXISTING DEPTH, 8" MIN.

15"

9"

9" 5"

3"

NEW CURB & GUTTER

BACK OF CURB

#5 SMOOTH EPOXY COATED

DOWEL, ONE SIDE LUBRICATED

EXISTING CURB &

GUTTER

TOP OF NEW

CURB & GUTTER

#5 SMOOTH EPOXY COATED

DOWEL, ONE SIDE LUBRICATED

GUTTER LIP

3/8" EXPANSION

FILLER

BOTTOM OF NEW

CURB & GUTTER

3/8" EXPANSION FILLER

AND JOINT SEALANT

A4 N.T.S.

CURB AND GUTTER ISOLATION JOINT

PROFILE

3"

3/8" EXPANSION FILLER

AND JOINT SEALANT

BOTTOM OF EXISTING

CURB & GUTTER

C-500

3"

5"

9"

COMPACTED

SUBBASE

C-500 A1

N.T.S.

CURB TYPICAL SECTIONS

CONCRETE CURB

MATCH EXISTING

DIMENSIONS

DOWELS

WHEN REQ'D

(SEE A4/C-500)

3" ASPHALT SURFACE COURSE

NDOT SPR FINE, PG 58H-34

COMPACTED PER SPECIFICATIONS

3" LIFT OF ASPHALT BASE

COURSE NDOT SPR, PG 58H-34

COMPACTED PER SPECIFICATIONS

TACK COAT CSS-1H

@ 0.05 GAL/S.Y.

BETWEEN LIFTS

SCARIFY AND RECOMPACT SUBGRADE 12"

COMPACTED PER SPECIFICATIONS

6" AGGREGATE BASE COURSE

COMPACT AS PER SPECIFICATIONS

C-500 E4

N.T.S.

ASPHALT PAVEMENT DETAIL

PLAN VIEW

NOTES:

ALL REINFORCEMENT STEEL SHALL

BE EPOXY COATED, DEFORMED BAR.

SEE PLANS FOR FLOW LINE CONFIGURATION.

NOTES:

ALL REINFORCING BARS SHALL BE TIED AND

CHAIRED, HAVE 2.0" CLEAR AND CONFORM TO

ASTM A615 GRADE 60 EPOXY COATED STEEL.

THE CONCRETE CURB SHALL BE MONOLITHIC WITH

THE CONCRETE FILLET.

SEE PLANS FOR FLOW LINE CONFIGURATION.

KEYWAY OR TIE BAR JOINT

ON SEPARATE POURS.

TIE BAR JOINT ON

CONTINUOUS POURS.

CONCRETE CURB

AND GUTTER

#5 SMOOTH EPOXY

COATED DOWELS

CURB & GUTTER ENDS &

FILLET BEGINS (TYP.)

KEYWAY JOINT P.C.

CONCRETE PAVING

ONLY

#4 REBAR

18" 10"

LONGITUDINAL CONSTRUCTION

JOINT WITHOUT TIE BARS

EXPANSION JOINT

#5 SMOOTH EPOXY

COATED DOWELS

CONCRETE FILLET

RADIUS (VARIES)

#4 REBAR SPACED 24" O.C.

FLOW

LINE*

E6

C-500

REINFORCED PORTLAND CEMENT CONCRETE FILLET & PAN

N.T.S.

MILL THE 12"

OUTSIDE PERIMETER AT

2" DEPTH

TACK COAT

EXISTING

ASPHALT

SEE DETAIL E2/C-504 FOR

TYPICAL PAVEMENT SECTION.

ASPHALT ABUTMENT DETAIL

N.T.S.

A8

C-500

6"

3"

3"

5' TYP. 2' MINIMUM

TOOLED JOINT

GUTTER LINE

CURB TAPER DETAIL

N.T.S.

F1

C-500

E1 N.T.S.C-500

SCARIFY AND RECOMPACT 6" OF SUBGRADE

COMPACTED PER SPECIFICATIONS

4" MIN. COMPACTED

AGGREGATE

BASE COURSE

COMPACTED PER

SPECIFICATIONS

6" CONCRETE

SECTION

PLAN

2% CROSS SLOPE, MAX.

6" REINFORCED SIDEWALK DETAIL

TOOLED JOINT

SPACED TO MATCH

SIDEWALK WIDTH

TRANSVERSE

TOOLED JOINT

EXPANSION JOINT

#4 REBAR

EXPANSION JOINT

48" (TYP.) 24"

" M

A X

48" (TYP.)

6" THICK

CONCRETE

SIDEWALK

SEE

PLANS

8"

60' MAX.

#4 REBAR, SEE PLAN VIEW

NOTE:

IF ADJACENT EXISTING PAVEMENT HAS BASE COURSE, THEN PROVIDE BASE

COURSE FOR NEW PAVEMENT TO MATCH EXISTING BASE COURSE

THICKNESS. IF ADJACENT EXISTING PAVEMENT DOES NOT HAVE BASE

COURSE, DO NOT USE BASE COURSE FOR NEW PAVEMENT.

NOTE:

1. IF EXISTING EDGE DRAIN IS PRESENT, CONTRACTOR SHALL PROVIDE

EDGE DRAIN IN CONFORMANCE WITH TYPE 1 OR TYPE 2 OF CITY OF

OMAHA STANDARD PLATE 305-01. ALL MATERIALS SHALL BE IN

ACCORDANCE WITH CURRENT VERSION OF THE CITY OF OMAHA

STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 3RD

EDITION. CONNECT TO EXISTING EDGE DRAIN. CONTRACTOR SHALL

PROVIDE POSITIVE DRAINAGE.

EDGE DRAIN -

SEE NOTE 1

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA

57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COMFOURFRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

DateRevisions:

VA FORM 08-6231

on e ei gh th in ch o ne fo ot on e qu ar te r i nc h on e fo ot th re e ei gh th s in ch o ne fo ot on e ha lf in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e in ch o ne fo ot on e an d on e ha lf in ch es o ne fo ot th re e in ch es o ne fo ot

6"

6"

6"

6"

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of Veterans Affairsof

16.2330.A08

ALBERTSON ENGINEERING, INC.

315 NORTH MAIN AVENUE, SUITE 200

SIOUX FALLS, SOUTH DAKOTA 57104

PH: (605) 274-0880

FARRIS ENGINEERING

12700 WEST DODGE ROAD

OMAHA, NEBRASKA 68154

PH: (402) 330-5900

TERRASITE DESIGN

1635 DEADWOOD AVENUE

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 791-1736

8/ 5/

1:

:2

A

M

CONSTRUCTION DOCUMENTS

11/23/2020

Design/Construct Sterile Processing Service- Omaha VA Medical Center

JMSM

4101 Woolworth Ave #4199 Omaha, Ne 68105Omaha VA Medical Center

16.2330.A08 138

11/23/20

CIVIL DETAILS #1

C-500 19 193 karl.person Text Box

COMPLIANCY REVIEW INCLUDED

T/

T/

T

15" 15"

SMOOTH EPOXY COATED DOWEL,

ONE SIDE LUBRICATED, 30" LONG,

SPACED 12" O.C.

DOWELED CONTRACTION JOINT

N.T.S.

T/

T/

T

15" 15"

DOWELED CONSTRUCTION JOINT

N.T.S.

ISOLATION JOINT - SEE

DETAIL THIS SHEET

ISOLATION JOINT

N.T.S.

T

4" TO 12" ISOLATION JOINT FILLER

T

NOTES:

1. SLOPE GRADE AS REQUIRED FOR DRAINAGE.

2. JOINTS IN PAVEMENT TO EXTEND THROUGH CURB.

3. SEE CURB DESIGN FOR REINFORCING DETAILS.

DISCONTINUE REINFORCING AT JOINTS.

4. CURB MAY BE PLACED MONOLITHICALLY WITH THE

ADJACENT PAVEMENT AND A CONTRACTION JOINT

SAWED IN LOCATION OF CONSTRUCTION JOINT.

CURB CONSTRUCTION JOINT

N.T.S.

T/

T

LOW MODULUS

SILICONE SEALANT

LINE OF

FRACTURE

NOTE:

THE FIRST SAW CUT TO CONTROL CRACKING SHALL BE A MINIMUM OF 1/4 THE

DEPTH OF THE PAVEMENT. ADDITIONAL SAWING FOR WIDENING THE SAW CUT TO

PROVIDE THE WIDTH FOR THE INSTALLATION OF THE LOW MODULUS SILICONE

JOINT SEALANT WILL BE NECESSARY. JOINT SEALING SHALL BE A TWO PART

PROCESS. FOLLOWING SAWCUTTING AND CLEANING THE JOINTS WITH

COMPRESSED AIR, A PENETRATING CONCRETE SEALER (SILANE, SILICATE, OR

SILICONATE BASED) SHOULD BE SPRAY APPLIED TO THE JOINT EXTENDING

OUTWARDS A MINIMUM OF 8 INCHES EITHER SIDE OF THE SAWCUT. THIS

PENETRATING SEALER WILL HELP TO LIMIT MOISTURE INFILTRATION ALONG THE

SAWCUT FACE, HELPING TO MITIGATE PREMATURE JOINT DAMAGE FROM

FREEZE-THAW CYCLES. FOLLOWING THE SPRAY APPLIED SEALER, SILICONE

SEALANT SHALL BE APPLIED. USE OF BACKER RODS IS PROHIBITED. WIDTH AND

DEPTH OF SECOND SAWCUT SHALL BE AS PER SEALANT MANUFACTURERS

RECOMMENDATION FOR USE WITHOUT BACKER ROD.

SAWED JOINT WITH

SEALANT - SEE

DETAIL THIS SHEET

SAWED JOINT WITH

SEALANT - SEE

DETAIL THIS SHEET

SAWED JOINT WITH

SEALANT - SEE

DETAIL THIS SHEET

SMOOTH EPOXY COATED

DOWEL, ONE SIDE

LUBRICATED, 30" LONG,

SPACED 12" O.C.

CONCRETE CURB

MATCH EXISTING

DIMENSIONS

SIDEWALK OR PAVEMENT ISOLATION JOINT DETAILS

N.T.S.

SIDEWALK OR PAVEMENT ISOLATION

JOINT WITH SILICONE SEALANTS

SIDEWALK

SILICONE

JOINT

SEALANT

PREFORMED

NON-EXTRUDING

JOINT FILLER

D E

P

TH

BUILDING ISOLATION JOINT

SILICONE JOINT SEALANT

PREFORMED

NON-EXTRUDING

JOINT FILLER

R1/8" R1/8"

1/2"

R1/8"

1/2"

1/4" 1/8"

1/4"

GENERAL NOTES:

1. ALL WORK SHALL BE DONE IN

ACCORDANCE WITH ACI 330R-08.

2. DOWEL BAR ASSEMBLY IS

RECOMMENDED TO KEEP DOWELS IN

PROPER ALIGNMENT.

3. DOWELS SHALL NOT BE PLACED

CLOSER THAN 12" TO A JOINT

INTERSECTION.

PAVEMENT

THICKNESS

(IN.)

DOWEL

DIAMETER

(IN.)

7 1

>8 1 1/4

4' MIN.

T/

O R

2" M

IN

IM

U M

3" O

R T

/2 W

H

IC

H E

V E

R

IS

LE

S

S

PAVEMENT OR SIDEWALK

PAVEMENT CONTRACTION JOINT DETAILS

N.T.S.

F4 C-501

JOINT DETAILS

N.T.S.

STRUCTURE, EXISTING

PAVEMENT, NEW PAVEMENT

OR SIDEWALK

T/

T/

T

15" 15"

SMOOTH EPOXY COATED

DOWEL, ONE SIDE

LUBRICATED, 30" LONG,

SPACED 12" O.C.

SAWED JOINT WITH

SEALANT - SEE

DETAIL THIS SHEET

NEW CONSTRUCTION ADJACENT TO EXISTING PCC

DRILLED

HOLE

18" LONG EPOXY COATED SMOOTH DOWEL

@12" C.C. GREASE ONE END,

ANCHOR OTHER END IN HOLE W/ EPOXY RESIN

ADHESIVE - SEE TABLE FOR DOWEL DIAMETER

NOTE: IF EXISTING PCC IS < 6", USE

ISOLATION JOINT DETAIL

6 3/4"

BUILDING WALL

SIDEWALK CONTRACTION JOINT DETAILS

N.T.S.

TOOLEDSAWEDSAWED

1" MIN.

1/8" MIN.

5/8" 1/8"

1" MIN.

1/8"

1" MIN.

3/16" R1/8"

SEE NOTES BELOW FOR WIDTH

AND PREPARATION

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA

57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COMFOURFRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

DateRevisions:

VA FORM 08-6231

on e ei gh th in ch o ne fo ot on e qu ar te r i nc h on e fo ot th re e ei gh th s in ch o ne fo ot on e ha lf in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e in ch o ne fo ot on e an d on e ha lf in ch es o ne fo ot th re e in ch es o ne fo ot

6"

6"

6"

6"

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of Veterans Affairsof

16.2330.A08

ALBERTSON ENGINEERING, INC.

315 NORTH MAIN AVENUE, SUITE 200

SIOUX FALLS, SOUTH DAKOTA 57104

PH: (605) 274-0880

FARRIS ENGINEERING

12700 WEST DODGE ROAD

OMAHA, NEBRASKA 68154

PH: (402) 330-5900

TERRASITE DESIGN

1635 DEADWOOD AVENUE

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 791-1736

8/ 5/

1:

:2

A

M

CONSTRUCTION DOCUMENTS

11/23/2020

Design/Construct Sterile Processing Service- Omaha VA Medical Center

JMSM

4101 Woolworth Ave #4199 Omaha, Ne 68105Omaha VA Medical Center

16.2330.A08 138

11/23/20

CIVIL DETAILS #2

C-501 20 193 karl.person Text Box

COMPLIANCY REVIEW INCLUDED

WATER STOP GASKET,

"CONCRETE MANHOLE

ADAPTER" BY FERNCO OR

PREAPPROVED EQUAL

6" MINIMUM OVERLAP

FULL CIRCUMFERENCE

6" MINIMUM OVERLAP

FULL CIRCUMFERENCE

NON-SHRINK GROUT PER

STANDARD SPECIFICATIONS

"D

BREAKOUT 3" MINIMUM &

6" MAXIMUM FULL

CIRCUMFERENCE

BREAKOUT 3" MINIMUM & 6"

MAXIMUM FULL CIRCUMFERENCE

"D"

NEW SEWER

MAIN

GROUT SHALL EXTEND A

MINIMUM OF "D" BEYOND

THE MANHOLE SIDEWALL

NOTE:

AS AN ALTERNATIVE, THE CONTRACTOR MAY CORE THE EXISTING

MANHOLE AND INSTALL A BOOT-TYPE FLEXIBLE CONNECTOR

CONSISTING OF A RUBBER GASKET OR BOOT, METAL EXPANSION

RING AND DOUBLE METAL TAKE-UP CLAMPS, AS MANUFACTURED

BY PRESS SEAL GASKET CORPORATION, OR PREAPPROVED

EQUAL. A STAINLESS STEEL “POWER SLEEVE” SHALL BE SUPPLIED

FOR CONNECTING THE BOOT TO THE MANHOLE. THE BOOTS

SHALL BE TYPE PSX AS MANUFACTURED BY PRESS SEAL GASKET

CORPORATION OR APPROVED EQUAL. RUBBER BOOTS AND

GASKET MATERIAL SHALL MEET OR EXCEED ASTM C-923.

BENTONITE WATERSTOP PLACED AGAINST

MANHOLE AROUND ENTIRE CIRCUMFERENCE

OF HOLE, EMBEDDED IN GROUT. WATER

STOP - RX BY AMERICAN COLLOID OR

PREAPPROVED EQUAL.

C-502 A5

N.T.S.

PIPE CONNECTION TO SANITARY MANHOLE

M A

N H

O

LE

D E

P

TH

* STANDARD MANHOLE SHALL BE

USED FOR INSTALLATIONS WITH

MANHOLE DEPTHS 5.5' OR GREATER.

12.00" TYP.

4" MINIMUM TYPE 1

GRANULAR VALUE

SURFACE

CHIMNEY SEAL

RING AND COVER NEENAH

R-1733 OR APPROVED EQUAL

CENTER OPENING

OVER OUTLET PIPE

ADJUSTING RINGS

AS SPECIFIED

CONE SECTION

NEOPRENE

O-RING TYPE

GASKET AND

BUTYL JOIN

SEALANT

U-SHAPED CHANNEL

EQUAL TO PIPE I.D.

1:10 VERTICAL, TYP

SET CHIMNEY

ADJUSTING RINGS

IN FULL MORTAR

RE-BAR

C-502 A1

N.T.S.

SANITARY SEWER MANHOLE

STEPS - SEE

SPECIFICATIONS

MIN. 24"

OPENING

R

RADIUS (R) SHALL BE

AS LARGE AS POSSIBLE

AND PC'S & PT'S SHALL

BE AT THE MANHOLE

SIDEWALLS

NOTES:

1. PC'S & PT'S ARE TO BE WITHIN THE MANHOLE.

2. ALL INVERTS TO BE U-SHAPED CHANNEL EQUAL TO PIPE I.D.

AND SHALL BE CONSTRUCTED WITH SWEEPS.

3. A MINIMUM RADIUS (R) OF 2.5 TIMES THE I.D. OF THE BRANCH

MAIN IS REQUIRED FOR ALL SWEEPS. IF THE 2.5 TIMES THE

I.D. OF THE BRANCH CAN'T BE MET, A LARGER DIAMETER

MANHOLE SHALL BE REQUIRED. SEE DETAIL SHEET 9-3.

4. MANHOLE PIPE CONNECTOR SHALL BE A RESILIENT WATER

TIGHT SEAL.

I.D.

INVERT ELEVATION SHALL BE A MINIMUM

0.05' BELOW BRANCH INVERT IN OR NOT

LESS THAN THE PIPE SLOPE OF THE

BRANCH IN

BRANCH MAIN

PC

PT

FOUNDATION

MATERIAL, (UNSTABLE

TRENCH BOTTOM ONLY)

SLO

PE

BENCH

SPECIFICATIONS

LOCATOR

WIRE FOR

NON-METALLIC PIPE

BEDDING

MATERIAL3"

M

IN

3"

TRENCH

WIDTH PER

9" SELECT BEDDING

MATERIAL (INCIDENTAL)

(C O

M P

A C

TE

D

P E

R S

P E

C

IF

IC

A

TI

O

N S

P

IP

E D

IA

N O

R M

A L

B A

C K

FI

LL

V A

R

IE

S

WARNING TAPE 12"

BELOW SLABS AND

PAVEMENT, AND 6" IN

TURF AND

LANDSCAPE AREAS

TRENCH

SIDEWALL

VERTICAL TO

THIS POINT

A8 C-502

STANDARD PIPE TRENCH DETAIL

N.T.S.

C-502 E1

N.T.S.

SANITARY SERVICE DOUBLE CLEANOUT DETAIL

NOTES:

1. ALL FITTINGS SHALL BE GASKETED.

2. CLEANOUTS TO BE SAME DIAMETER (D) AS SERVICE LINE.

D

CLEANOUT RISER

45° ELBOW

SERVICE LINE

45° WYE DxDxD

FINISH GRADE

D

2" AGGREGATE BASE COURSE

D

PVC CLEANOUT

WITH THREADED

CAP

CLEANOUT FRAME & SOLID LID

NEENAH R-1974-A OR APPROVED EQUAL

2" CONCRETE BLOCKS

±1'

6" OF FLOWABLE FILL ON ALL

SIDES OF SANITARY SEWER

SANITARY SEWER

C-502 F8

N.T.S.

ENCASEMENT DETAIL

INSIDE DROP CONNECTION

EXTEND INSIDE

DROP OUTLET TO

EDGE OF CHANNEL

INSIDE DROP BOWL - BASIS FOR

DESIGN IS FROM RELINER OR

PRE-APPROVED EQAUL. INSTALL

INSIDE DROP CONNECTION AS PER

MANUFACTURER INSTRUCTIONS, TO

BOTTOM OF MANHOLE

FINISH GRADE

2" AGGREGATE

BASE COURSE

CLEANOUT FRAME

& SOLID LID

NEENAH R-1974-A

OR APPROVED

EQUAL

2" CONCRETE

BLOCKS

FLOWFLOW

45° STREET ELBOW

45° WYE

SANITARY SERVICE CLEANOUT DETAIL

N.T.S.

PVC CLEANOUT WITH

THREADED CAP

C7 C-502

NOTES:

1. ALL FITTINGS SHALL BE GASKETED.

2. CLEANOUTS TO BE SAME DIAMETER AS SERVICE LINE.

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA

57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COMFOURFRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

DateRevisions:

VA FORM 08-6231

on e ei gh th in ch o ne fo ot on e qu ar te r i nc h on e fo ot th re e ei gh th s in ch o ne fo ot on e ha lf in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e in ch o ne fo ot on e an d on e ha lf in ch es o ne fo ot th re e in ch es o ne fo ot

6"

6"

6"

6"

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of Veterans Affairsof

16.2330.A08

ALBERTSON ENGINEERING, INC.

315 NORTH MAIN AVENUE, SUITE 200

SIOUX FALLS, SOUTH DAKOTA 57104

PH: (605) 274-0880

FARRIS ENGINEERING

12700 WEST DODGE ROAD

OMAHA, NEBRASKA 68154

PH: (402) 330-5900

TERRASITE DESIGN

1635 DEADWOOD AVENUE

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 791-1736

8/ 5/

1:

:2

A

M

CONSTRUCTION DOCUMENTS

11/23/2020

Design/Construct Sterile Processing Service- Omaha VA Medical Center

JMSM

4101 Woolworth Ave #4199 Omaha, Ne 68105Omaha VA Medical Center

16.2330.A08 138

11/23/20

CIVIL DETAILS #3

C-502 21 193 karl.person Text Box

COMPLIANCY REVIEW INCLUDED