Attachment 03 - Set 1_G Series_Part2.pdf

PARKING LOT #1

EI

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ER

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D R

BUILDING #7

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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

6/10/2025REVISED ELECTRICAL DUCT BANK LOCATION

8/ 5/

1:

:2

AM

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

11/23/2020

JOINTING PLAN

CP100

00 20' 40'

JOINTING PLAN

1"=20'CP100

S

CO CO

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SS

O

O

O

O

O

O

CO

S

CO CO

SS

SS

O

O

O

O

O

O

O

O

O O

O O

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

6/10/2025REVISED ELECTRICAL DUCT BANK LOCATION

8/ 5/

1:

:2

AM

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

11/23/2020

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'

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

COMPLIANCY REVIEW INCLUDED 2/23/2024

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

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

1. SHEET SIZE FOR PROPER SCALE IS 30X42.

CONTRACTOR SHALL NOT SCALE DRAWINGS BUT

SHALL REQUEST THE DESIRED DIMENSIONS FROM

THE ARCHITECT.

2. SEE SHEET G-002 FOR GENERAL NOTES

3. APPLY 1 1/2" THICK FIREPROOFING AT ALL EXPOSED

STEEL WITHIN INTERSTITIAL SPACE AND AT

EXPOSED STEEL STRUCTURE ABOVE 3RD FLOOR

CEILING, TYP.

WORK PERIMETER

AREA OF WORK NOT IN THE SCOPE.

EXISTING TO REMAIN.

ITEMS TO BE DEMOLISHED. SEE

KEYNOTES.

CEILING TO BE REMOVED AND

REINSTALLED

DEMOLITION LEGEND:

A

B

C

D

F

H

K

13455'7 68910

G

TELECOM

E1510

ELECTRIC

E1511FAMILY TLT

E1512

DRAW

E1514

DRAW

E1515

DRAW

E1516

DRAW

E1517

DRAW

E1519

DRAW

E1520

WAITING

E1557

CORRIDOR

EC250

CORRIDOR

EC250

CHECK IN

E1700

STAIR

E1701

#30

E1702

#31

E1704

INTAKE

E1705

SOILED

E1707

#32

E1708

#34

E1709

STORAGE

E1710

OFFICES

E1711

#33

E1712

#34

E1713

TLT

E1711A

CLOSET

E1711B

#26

E1731

#27

E1733

#23

E1734

#28

E1735

STORAGE

E1736

#29

E1737

#24

E1738

TLT

E1738A

#15

E1755

#9

E1756

#16

E1757

#10

E1758

#17

E1759

#11

E1760

#18

E1761

#12

E1762

MEDS

E1763

CORRIDOR

EC255

CORRIDOR

EC255

CORRIDOR

EC250

CORRIDOR

EC255

STAIR

E1777

#4

E1779

#5

E1781

#6

E1783

JAN

E1785

#7

E1787

#3

E1788

CORRIDOR

E1789

CORRIDOR

STORAGE

E1786A

MRI VESTIBULE

EM101

02-50

02-51

02-50

02-51

02-50

02-51

02-50

02-51

02-50

02-51

2.7

#22

E1732

EXAM #13

E1431

EXAM #14

E1429

EXAM #15

E1427

EXAM #16

E1425

EXAM #17

E1423

EXAM #18

E1421

CORRIDOR

EC245

AGENT CASHIER

E1501

OFFICE

E1502

OFFICE

E1503

OFFICE

E1504

OFFICE

E1505A

CHECK IN

E1505 PUBLIC TLT

E1508

LAB

E1507

STAFF TLT

E1509STOR

E1506

CORRIDOR

E1513

02-51

02-50 02-51

02-50

#2

E1786 #1

E1784

UTILITY

E1782

OFFICE

E1625

WAITING

E1801

OFFICE

E1778

OFFICE

E1778A

02-50

02-51

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA 57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COM

FOURFRONT

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

2/23/2024COMPLIANCY REVIEW COMPLETED

/1

/2

:3

:3

P

M

CONSTRUCTION DOCUMENTS

11/23/2020

DEMOLITION CEILING PLAN - FIRST

LEVEL

AD-100

Design/Construct Sterile Processing Service- Omaha VA Medical Center

JGCJL

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

22 138

GENERAL NOTES:

KEYNOTES:

02-50 REMOVE AND REINSTALL (AS REQUIRED) EXISTING

ACOUSTICAL CEILING TILE, GRID, CEILING MOUNTED

EQUIPMENT, AND ANY ASSOCIATED MECHANICAL/

ELECTRICAL/ PLUMBING/ FIRE PROTECTION

FIXTURES. SEE MECHANICAL/ PLUMBING/

ELECTRICAL/ FIRE PROTECTION FOR ADDITIONAL

INFORMATION.

02-51 REMOVE AND REINSTALL (AS REQUIRED) EXISTING

CEILING LIGHTS. SEE ELECTRICAL FOR ADDITIONAL

INFORMATION.

SHEET SPECIFIC NOTES:

1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VISIT THE PROJECT AND VERIFY EXISTING

CONDITIONS/DIMENSIONS AND PROPOSED CONDITIONS.

2. THE DEMOLITION PLAN INDICATES GENERAL INFORMATION AND INTENT. THE CONTRACTOR SHALL COORDINATE

DEMOLITION WITH NEW CONSTRUCTION TO ENSURE QUALITY OF FINAL PRODUCT.

3. DASHED BOLD LINES INDICATE EXTENT OF DEMOLITION INCLUDING THE FOLLOWING: INTERIOR PARTITIONS (REMOVE TO STRUCTURE); CEILINGS, INCLUDING CEILING SUSPENSION SYSTEM, MISC. STEEL SUPPORTS FOR SUSPENDED EQUIPMENT, SUSPENDED EQUIPMENT, LIGHT FIXTURES, DIFFUSERS AND GRILLES ETC.; FLOOR FINISHES (TO CONCRETE) INCLUDING CARPET, RESILIENT TILE, SHEET VINYL, CERAMIC TILE ETC; DOORS AND FRAMES UNLESS NOTED OTHERWISE;

CMU BLOCK/BRICK AND BACKUP WALL SYSTEM; CABINET WORK, SHELVING, BASES; TOILET PARTITIONS AND

ACCESSORIES; EQUIPMENT ITEMS; PLUMBING FIXTURES.

4. GENERAL CONTRACTOR SHALL COORDINATE DEMOLITION BETWEEN ALL TRADES. NOTIFY A/E IMMEDIATELY OF ANY

CONFLICTS OR DISCREPANCIES.

5. REFER TO PHASING SHEET FOR PROJECT PHASING AND SEQUENCE OF WORK. ALL DEMOLITION AND REMODEL WORK

MUST BE CLOSELY COORDINATED WITH THE COR.

6. THE GENERAL CONTRACTOR SHALL INSPECT AND FIELD VERIFY EXISTING CONDITIONS PRIOR TO COMMENCING WORK, INCLUDING ELEMENTS SUBJECT TO DAMAGE OR MOVEMENT DURING DEMOLITION, CUTTING OR PATCHING.

7. MATERIAL PRODUCT FROM DEMOLITION SHALL BECOME THE PROPERTY AND RESPONSIBILITY OF THE CONTRACTOR WITH THE EXCEPTION OF SPECIFIED ITEMS DESIGNATED EITHER IN THE PLANS OR VERBALLY REQUESTED BY THE (COR)

TO BE RETAINED BY THE VA.

8. OFFSITE DISPOSAL OF THE DEMOLISHED ITEMS IS THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE DISPOSED

OF LAWFULLY.

9. DEMOLITION MATERIALS SHALL BE REMOVED FROM SITE ON A DAILY BASIS. COORDINATE WITH THE COR THE

IDENTIFICATION AND TRANSFER OF ANY ITEMS THAT NEED TO BE SALVAGED.

10. VERIFY LOCATION OF EXISTING UTILITY LINES PRIOR TO STARTING DEMOLITION. MAY NOT BE LIMITED TO UTILITIES SHOWN ON ARCHITECTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL PLANS. REFER TO THE THESE DRAWINGS FOR

ADDITIONAL INFORMATION.

11. UPON ENCOUNTERING UNFORESEEN CONDITIONS DURING REMODEL WORK, THE CONTRACTOR SHALL NOTIFY THE (COR)

BEFORE PROCEEDING.

12. COORDINATE DEMOLITION SHOWN ON THIS SHEET WITH DEMOLITION SHOWN ON MECHANICAL, PLUMBING, AND ELECTRICAL DEMOLITION DRAWINGS. CREATE PENETRATIONS AS REQUIRED FOR NEW CONSTRUCTION ON MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS.

13. THE CONTRACTOR SHALL PROTECT EXISTING CONSTRUCTION TO REMAIN. DAMAGE TO EXISTING CONSTRUCTION SHALL

BE REPAIRED TO EXISTING OR BETTER CONDITION.

14. ERECT AND MAINTAIN TEMPORARY PARTITIONS AND ENCLOSURES FOR EXTERIOR OPENINGS TO PREVENT THE

TRANSMISSION OF DUST, ODOR, AND NOISE AND MAINTAIN WEATHER TIGHT CONDITIONS.

15. PROVIDE TEMPORARY MECHANICAL EXHAUST SYSTEMS TO MAINTAIN A NEGATIVE PRESSURE WITHIN DEMOLITION

ZONES.

16. AT INTERSECTIONS OF REMOVED WALLS WITH WALL TO REMAIN, REPAIR REMAINING WALLS TO MATCH ADJACENT

FINISHED WALLS OR BETTER.

17. REFER TO HAZARDOUS ABATEMENT MANUAL FOR REMOVAL OF HAZARDOUS MATERIALS.

18. CONTRACTOR SHALL PROVIDE TEMPORARY SEAL AT ALL DOOR AND WALL OPENINGS AT PERIMETER WALLS DURING

DEMOLITION WORK TO PROTECT ADJACENT AREAS FROM DUST INTRUSION.

19. SOLID SHADED (GRAY) REGIONS DEPICT EXISTING CONSTRUCTION TO REMAIN.

20. SEE MECHANICAL, ELECTRICAL AND FIRE PROTECTION DRAWINGS FOR OTHER DEMOLITION WORK.

21. CONTRACTOR SHALL BE RESPONSIBLE FOR MOVING ALL FURNISHINGS AND NON PERMANENTLY ATTACHED EQUIPMENT

PRIOR TO COMMENCEMENT OF DEMOLITION. CONTRACTOR SHALL COORDINATE WITH COR ON LOCATION OF STORED

FURNISHINGS.

22. CAP/ABANDON ALL UTILITIES NOT REMOVED TO MAKE ROOM FOR NEW CONSTRUCTION AS REQUIRED. COORDINATE

WITH PROPOSED NEW CONSTRUCTION CONDITIONS.

23. SEE DEMOLITION CEILING PLAN FOR CEILING DEMOLITION.

24. CONTRACTOR SHALL PROTECT ADJACENT ROOMS FROM DAMAGE DURING CONSTRUCTION. RESTORE ALL DAMAGE TO

ORIGINAL CONDITION.

25. ALL INFILL AND PATCHWORK SHALL MATCH ADJACENT SURFACES, IE. WALL, CEILINGS, FLOORS, ETC. COORDINATE WITH

NEW FINISHES WHERE REQUIRED; SEE FINISH SCHEDULE FOR DISTURBED/DAMAGED BY DEMOLITION AND NEW

CONSTRUCTION.

26. DEMOLITION PLANS SHOW EXISTING ROOM NAMES AND NUMBERS. ALL OTHER DRAWINGS SHOW NEW ROOM NAMES AND

NUMBERS.

N

N

PLAN

NORTH

TRUE

NORTH

1/8" = 1'-0"

Demolition Ceiling Plan - 1st Level

A

B

C

D

F

H

K

13455'7 68910111213

02-25

02-25

02-25

02-25

02-25

02-25

02-12

02-0702-07

02-0602-06

02-99

02-9902-99

02-99

AD-1041

02-77

02-11

02-17

AD-104

AD-104

AD-104

AD-104

AD-104

G

02-22

02-9702-9602-96

02-97

02-97

02-97

02-9602-96

02-61

02-6102-61 02-6102-61

02-6102-61

02-25

AD-104

AD-104

2.7

1. SHEET SIZE FOR PROPER SCALE IS 30X42.

CONTRACTOR SHALL NOT SCALE DRAWINGS BUT

SHALL REQUEST THE DESIRED DIMENSIONS FROM

THE ARCHITECT.

2. SEE SHEET G-002 FOR GENERAL NOTES

3. APPLY 1 1/2" THICK FIREPROOFING AT ALL EXPOSED

STEEL WITHIN INTERSTITIAL SPACE AND AT

EXPOSED STEEL STRUCTURE ABOVE 3RD FLOOR

CEILING, TYP.

LIMITS OF PROJECT/CONSTRUCTION

UNDER THIS CONTRACT.

AREA OF WORK NOT IN THE SCOPE.

EXISTING TO REMAIN.

ITEMS TO BE DEMOLISHED. SEE

KEYNOTES.

FLOOR TO BE REMOVED

DEMOLITION LEGEND:

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA 57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COM

FOURFRONT

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

2/23/2024COMPLIANCY REVIEW COMPLETED

/1

/2

:3

:3

P

M

CONSTRUCTION DOCUMENTS

11/23/2020

DEMOLITION PLAN - 2ND LEVEL

AD-101

Design/Construct Sterile Processing Service- Omaha VA Medical Center

JGCJL

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

23 138

GENERAL NOTES:

KEYNOTES:

02-06 REMOVE EXISTING TAPERED ROOF INSULATION,

ROOF MEMBRANE, AND RIGID INSULATION TO

ACCOMMODATE NEW FLOOR PLAN. SEE

STRUCTURAL.

02-07 REMOVE PORTION OF EXISTING CONCRETE

STRUCTURAL FLOOR TO ACCOMMODATE NEW

INTERIOR STAIRS; SEE STRUCTURAL.

02-11 REMOVE EAST PORTION OF EXISTING MASONRY

WALL TO ACCOMODATE NEW MASSONRY WALL. SEE

STRUCTURAL.

02-12 REMOVE PORTION OF EXISTING PARAPET WALL TO

ACCOMMODATE NEW MASONRY WALL. SEE

STRUCTURAL.

02-17 DEMO EXISTING EXTERIOR WALL AS REQUIRED TO

ACCOMMODATE NEW FLOOR PLAN. SEE

STRUCTURAL.

02-22 DEMO EXISTING ALUMINUM WINDOW. PREP ROUGH

OPENING FOR INFILL AS SHOWN ON A-100.

02-25 REMOVE EXISTING MECHANICAL PENTHOUSE

STRUCTURE. SEE MECHANICAL DRAWINGS FOR

SCOPE OF WORK ASSOCIATED WITH THE ENCLOSED

AHU.

02-61 EXISTING MECHANICAL EQUIPMENT TO REMAIN, SEE

MECHANICAL.

02-77 REMOVE EXISTING METAL STAIRS COMPLETELY.

02-96 RELOCATE EXISTING ROOF DRAIN AS SHOWN ON

NEW ROOF PLAN, SEE MECHANICAL DRAWINGS.

02-97 EXISTING ROOF DRAINS TO REMAIN.

02-99 CARRY EXISTING ROOF DRAINS VERTICALLY TO NEW

ROOF AREA.

1/8" = 1'-0"

Demolition Plan - 2nd Level

SHEET SPECIFIC NOTES:

1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VISIT THE PROJECT AND VERIFY EXISTING

CONDITIONS/DIMENSIONS AND PROPOSED CONDITIONS.

2. THE DEMOLITION PLAN INDICATES GENERAL INFORMATION AND INTENT. THE CONTRACTOR SHALL COORDINATE

DEMOLITION WITH NEW CONSTRUCTION TO ENSURE QUALITY OF FINAL PRODUCT.

3. DASHED BOLD LINES INDICATE EXTENT OF DEMOLITION INCLUDING THE FOLLOWING: INTERIOR PARTITIONS (REMOVE TO STRUCTURE); CEILINGS, INCLUDING CEILING SUSPENSION SYSTEM, MISC. STEEL SUPPORTS FOR SUSPENDED EQUIPMENT, SUSPENDED EQUIPMENT, LIGHT FIXTURES, DIFFUSERS AND GRILLES ETC.; FLOOR FINISHES (TO CONCRETE) INCLUDING CARPET, RESILIENT TILE, SHEET VINYL, CERAMIC TILE ETC; DOORS AND FRAMES UNLESS NOTED OTHERWISE;

CMU BLOCK/BRICK AND BACKUP WALL SYSTEM; CABINET WORK, SHELVING, BASES; TOILET PARTITIONS AND

ACCESSORIES; EQUIPMENT ITEMS; PLUMBING FIXTURES.

4. GENERAL CONTRACTOR SHALL COORDINATE DEMOLITION BETWEEN ALL TRADES. NOTIFY A/E IMMEDIATELY OF ANY

CONFLICTS OR DISCREPANCIES.

5. REFER TO PHASING SHEET FOR PROJECT PHASING AND SEQUENCE OF WORK. ALL DEMOLITION AND REMODEL WORK

MUST BE CLOSELY COORDINATED WITH THE COR.

6. THE GENERAL CONTRACTOR SHALL INSPECT AND FIELD VERIFY EXISTING CONDITIONS PRIOR TO COMMENCING WORK, INCLUDING ELEMENTS SUBJECT TO DAMAGE OR MOVEMENT DURING DEMOLITION, CUTTING OR PATCHING.

7. MATERIAL PRODUCT FROM DEMOLITION SHALL BECOME THE PROPERTY AND RESPONSIBILITY OF THE CONTRACTOR WITH THE EXCEPTION OF SPECIFIED ITEMS DESIGNATED EITHER IN THE PLANS OR VERBALLY REQUESTED BY THE (COR)

TO BE RETAINED BY THE VA.

8. OFFSITE DISPOSAL OF THE DEMOLISHED ITEMS IS THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE DISPOSED

OF LAWFULLY.

9. DEMOLITION MATERIALS SHALL BE REMOVED FROM SITE ON A DAILY BASIS. COORDINATE WITH THE COR THE

IDENTIFICATION AND TRANSFER OF ANY ITEMS THAT NEED TO BE SALVAGED.

10. VERIFY LOCATION OF EXISTING UTILITY LINES PRIOR TO STARTING DEMOLITION. MAY NOT BE LIMITED TO UTILITIES SHOWN ON ARCHITECTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL PLANS. REFER TO THE THESE DRAWINGS FOR

ADDITIONAL INFORMATION.

11. UPON ENCOUNTERING UNFORESEEN CONDITIONS DURING REMODEL WORK, THE CONTRACTOR SHALL NOTIFY THE (COR)

BEFORE PROCEEDING.

12. COORDINATE DEMOLITION SHOWN ON THIS SHEET WITH DEMOLITION SHOWN ON MECHANICAL, PLUMBING, AND ELECTRICAL DEMOLITION DRAWINGS. CREATE PENETRATIONS AS REQUIRED FOR NEW CONSTRUCTION ON MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS.

13. THE CONTRACTOR SHALL PROTECT EXISTING CONSTRUCTION TO REMAIN. DAMAGE TO EXISTING CONSTRUCTION SHALL

BE REPAIRED TO EXISTING OR BETTER CONDITION.

14. ERECT AND MAINTAIN TEMPORARY PARTITIONS AND ENCLOSURES FOR EXTERIOR OPENINGS TO PREVENT THE

TRANSMISSION OF DUST, ODOR, AND NOISE AND MAINTAIN WEATHER TIGHT CONDITIONS.

15. PROVIDE TEMPORARY MECHANICAL EXHAUST SYSTEMS TO MAINTAIN A NEGATIVE PRESSURE WITHIN DEMOLITION

ZONES.

16. AT INTERSECTIONS OF REMOVED WALLS WITH WALL TO REMAIN, REPAIR REMAINING WALLS TO MATCH ADJACENT

FINISHED WALLS OR BETTER.

17. REFER TO HAZARDOUS ABATEMENT MANUAL FOR REMOVAL OF HAZARDOUS MATERIALS.

18. CONTRACTOR SHALL PROVIDE TEMPORARY SEAL AT ALL DOOR AND WALL OPENINGS AT PERIMETER WALLS DURING

DEMOLITION WORK TO PROTECT ADJACENT AREAS FROM DUST INTRUSION.

19. SOLID SHADED (GRAY) REGIONS DEPICT EXISTING CONSTRUCTION TO REMAIN.

20. SEE MECHANICAL, ELECTRICAL AND FIRE PROTECTION DRAWINGS FOR OTHER DEMOLITION WORK.

21. CONTRACTOR SHALL BE RESPONSIBLE FOR MOVING ALL FURNISHINGS AND NON PERMANENTLY ATTACHED EQUIPMENT

PRIOR TO COMMENCEMENT OF DEMOLITION. CONTRACTOR SHALL COORDINATE WITH COR ON LOCATION OF STORED

FURNISHINGS.

22. CAP/ABANDON ALL UTILITIES NOT REMOVED TO MAKE ROOM FOR NEW CONSTRUCTION AS REQUIRED. COORDINATE

WITH PROPOSED NEW CONSTRUCTION CONDITIONS.

23. SEE DEMOLITION CEILING PLAN FOR CEILING DEMOLITION.

24. CONTRACTOR SHALL PROTECT ADJACENT ROOMS FROM DAMAGE DURING CONSTRUCTION. RESTORE ALL DAMAGE TO

ORIGINAL CONDITION.

25. ALL INFILL AND PATCHWORK SHALL MATCH ADJACENT SURFACES, IE. WALL, CEILINGS, FLOORS, ETC. COORDINATE WITH

NEW FINISHES WHERE REQUIRED; SEE FINISH SCHEDULE FOR DISTURBED/DAMAGED BY DEMOLITION AND NEW

CONSTRUCTION.

26. DEMOLITION PLANS SHOW EXISTING ROOM NAMES AND NUMBERS. ALL OTHER DRAWINGS SHOW NEW ROOM NAMES AND

NUMBERS.

N

N

PLAN

NORTH

TRUE

NORTH

C

D

F

H

789101112

STORAGE

E2417

TLT

E2416A

CHECK IN

E2442SPACE

E2443

LOCKERS

E2423

TLT

E2422

WAITING

E2419

STAIR

E1415

SPACE

E2543B

SPACE

E2543C

DEXA

E2419E

SLEEP RM

E2420

TLT

E2420A

TLT

E2421A

SLEEP RM

E2421

CORRIDOR

E2418

02-5002-50

02-5002-50

02-5002-50

02-51

02-51

G

02-14

1. SHEET SIZE FOR PROPER SCALE IS 30X42.

CONTRACTOR SHALL NOT SCALE DRAWINGS BUT

SHALL REQUEST THE DESIRED DIMENSIONS FROM

THE ARCHITECT.

2. SEE SHEET G-002 FOR GENERAL NOTES

3. APPLY 1 1/2" THICK FIREPROOFING AT ALL EXPOSED

STEEL WITHIN INTERSTITIAL SPACE AND AT

EXPOSED STEEL STRUCTURE ABOVE 3RD FLOOR

CEILING, TYP.

WORK PERIMETER

AREA OF WORK NOT IN THE SCOPE.

EXISTING TO REMAIN.

ITEMS TO BE DEMOLISHED. SEE

KEYNOTES.

CEILING TO BE REMOVED AND

REINSTALLED

DEMOLITION LEGEND:

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA 57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COM

FOURFRONT

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

2/23/2024COMPLIANCY REVIEW COMPLETED

/1

/2

:3

:3

P

M

CONSTRUCTION DOCUMENTS

11/23/2020

DEMOLITION CEILING PLAN - 2ND

LEVEL

AD-102

Design/Construct Sterile Processing Service- Omaha VA Medical Center

JGCJL

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

24 138

1/8" = 1'-0"

Demolition Ceiling Plan - 2nd Level

GENERAL NOTES:

KEYNOTES:

02-14 REMOVE EXISTING WINDOW, INFILL/FINISH TO MATCH

EXISTING, AS SHOWN ON FLOOR PLAN.

02-50 REMOVE AND REINSTALL (AS REQUIRED) EXISTING

ACOUSTICAL CEILING TILE, GRID, CEILING MOUNTED

EQUIPMENT, AND ANY ASSOCIATED MECHANICAL/

ELECTRICAL/ PLUMBING/ FIRE PROTECTION

FIXTURES. SEE MECHANICAL/ PLUMBING/

ELECTRICAL/ FIRE PROTECTION FOR ADDITIONAL

INFORMATION.

02-51 REMOVE AND REINSTALL (AS REQUIRED) EXISTING

CEILING LIGHTS. SEE ELECTRICAL FOR ADDITIONAL

INFORMATION.

SHEET SPECIFIC NOTES:

1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VISIT THE PROJECT AND VERIFY EXISTING

CONDITIONS/DIMENSIONS AND PROPOSED CONDITIONS.

2. THE DEMOLITION PLAN INDICATES GENERAL INFORMATION AND INTENT. THE CONTRACTOR SHALL COORDINATE

DEMOLITION WITH NEW CONSTRUCTION TO ENSURE QUALITY OF FINAL PRODUCT.

3. DASHED BOLD LINES INDICATE EXTENT OF DEMOLITION INCLUDING THE FOLLOWING: INTERIOR PARTITIONS (REMOVE TO STRUCTURE); CEILINGS, INCLUDING CEILING SUSPENSION SYSTEM, MISC. STEEL SUPPORTS FOR SUSPENDED EQUIPMENT, SUSPENDED EQUIPMENT, LIGHT FIXTURES, DIFFUSERS AND GRILLES ETC.; FLOOR FINISHES (TO CONCRETE) INCLUDING CARPET, RESILIENT TILE, SHEET VINYL, CERAMIC TILE ETC; DOORS AND FRAMES UNLESS NOTED OTHERWISE;

CMU BLOCK/BRICK AND BACKUP WALL SYSTEM; CABINET WORK, SHELVING, BASES; TOILET PARTITIONS AND

ACCESSORIES; EQUIPMENT ITEMS; PLUMBING FIXTURES.

4. GENERAL CONTRACTOR SHALL COORDINATE DEMOLITION BETWEEN ALL TRADES. NOTIFY A/E IMMEDIATELY OF ANY

CONFLICTS OR DISCREPANCIES.

5. REFER TO PHASING SHEET FOR PROJECT PHASING AND SEQUENCE OF WORK. ALL DEMOLITION AND REMODEL WORK

MUST BE CLOSELY COORDINATED WITH THE COR.

6. THE GENERAL CONTRACTOR SHALL INSPECT AND FIELD VERIFY EXISTING CONDITIONS PRIOR TO COMMENCING WORK, INCLUDING ELEMENTS SUBJECT TO DAMAGE OR MOVEMENT DURING DEMOLITION, CUTTING OR PATCHING.

7. MATERIAL PRODUCT FROM DEMOLITION SHALL BECOME THE PROPERTY AND RESPONSIBILITY OF THE CONTRACTOR WITH THE EXCEPTION OF SPECIFIED ITEMS DESIGNATED EITHER IN THE PLANS OR VERBALLY REQUESTED BY THE (COR)

TO BE RETAINED BY THE VA.

8. OFFSITE DISPOSAL OF THE DEMOLISHED ITEMS IS THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE DISPOSED

OF LAWFULLY.

9. DEMOLITION MATERIALS SHALL BE REMOVED FROM SITE ON A DAILY BASIS. COORDINATE WITH THE COR THE

IDENTIFICATION AND TRANSFER OF ANY ITEMS THAT NEED TO BE SALVAGED.

10. VERIFY LOCATION OF EXISTING UTILITY LINES PRIOR TO STARTING DEMOLITION. MAY NOT BE LIMITED TO UTILITIES SHOWN ON ARCHITECTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL PLANS. REFER TO THE THESE DRAWINGS FOR

ADDITIONAL INFORMATION.

11. UPON ENCOUNTERING UNFORESEEN CONDITIONS DURING REMODEL WORK, THE CONTRACTOR SHALL NOTIFY THE (COR)

BEFORE PROCEEDING.

12. COORDINATE DEMOLITION SHOWN ON THIS SHEET WITH DEMOLITION SHOWN ON MECHANICAL, PLUMBING, AND ELECTRICAL DEMOLITION DRAWINGS. CREATE PENETRATIONS AS REQUIRED FOR NEW CONSTRUCTION ON MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS.

13. THE CONTRACTOR SHALL PROTECT EXISTING CONSTRUCTION TO REMAIN. DAMAGE TO EXISTING CONSTRUCTION SHALL

BE REPAIRED TO EXISTING OR BETTER CONDITION.

14. ERECT AND MAINTAIN TEMPORARY PARTITIONS AND ENCLOSURES FOR EXTERIOR OPENINGS TO PREVENT THE

TRANSMISSION OF DUST, ODOR, AND NOISE AND MAINTAIN WEATHER TIGHT CONDITIONS.

15. PROVIDE TEMPORARY MECHANICAL EXHAUST SYSTEMS TO MAINTAIN A NEGATIVE PRESSURE WITHIN DEMOLITION

ZONES.

16. AT INTERSECTIONS OF REMOVED WALLS WITH WALL TO REMAIN, REPAIR REMAINING WALLS TO MATCH ADJACENT

FINISHED WALLS OR BETTER.

17. REFER TO HAZARDOUS ABATEMENT MANUAL FOR REMOVAL OF HAZARDOUS MATERIALS.

18. CONTRACTOR SHALL PROVIDE TEMPORARY SEAL AT ALL DOOR AND WALL OPENINGS AT PERIMETER WALLS DURING

DEMOLITION WORK TO PROTECT ADJACENT AREAS FROM DUST INTRUSION.

19. SOLID SHADED (GRAY) REGIONS DEPICT EXISTING CONSTRUCTION TO REMAIN.

20. SEE MECHANICAL, ELECTRICAL AND FIRE PROTECTION DRAWINGS FOR OTHER DEMOLITION WORK.

21. CONTRACTOR SHALL BE RESPONSIBLE FOR MOVING ALL FURNISHINGS AND NON PERMANENTLY ATTACHED EQUIPMENT

PRIOR TO COMMENCEMENT OF DEMOLITION. CONTRACTOR SHALL COORDINATE WITH COR ON LOCATION OF STORED

FURNISHINGS.

22. CAP/ABANDON ALL UTILITIES NOT REMOVED TO MAKE ROOM FOR NEW CONSTRUCTION AS REQUIRED. COORDINATE

WITH PROPOSED NEW CONSTRUCTION CONDITIONS.

23. SEE DEMOLITION CEILING PLAN FOR CEILING DEMOLITION.

24. CONTRACTOR SHALL PROTECT ADJACENT ROOMS FROM DAMAGE DURING CONSTRUCTION. RESTORE ALL DAMAGE TO

ORIGINAL CONDITION.

25. ALL INFILL AND PATCHWORK SHALL MATCH ADJACENT SURFACES, IE. WALL, CEILINGS, FLOORS, ETC. COORDINATE WITH

NEW FINISHES WHERE REQUIRED; SEE FINISH SCHEDULE FOR DISTURBED/DAMAGED BY DEMOLITION AND NEW

CONSTRUCTION.

26. DEMOLITION PLANS SHOW EXISTING ROOM NAMES AND NUMBERS. ALL OTHER DRAWINGS SHOW NEW ROOM NAMES AND

NUMBERS.

N

N

PLAN

NORTH

TRUE

A

B

C

D

F

H

K

13455'7 68910111213

AD-1041

02-13

02-13

02-13

02-13

02-0802-08

02-08

02-08

02-08

02-08

02-77

02-11

02-13

02-0902-09

02-98

G

02-98

2.7

1. SHEET SIZE FOR PROPER SCALE IS 30X42.

CONTRACTOR SHALL NOT SCALE DRAWINGS BUT

SHALL REQUEST THE DESIRED DIMENSIONS FROM

THE ARCHITECT.

2. SEE SHEET G-002 FOR GENERAL NOTES

3. APPLY 1 1/2" THICK FIREPROOFING AT ALL EXPOSED

STEEL WITHIN INTERSTITIAL SPACE AND AT

EXPOSED STEEL STRUCTURE ABOVE 3RD FLOOR

CEILING, TYP.

LIMITS OF PROJECT/CONSTRUCTION

UNDER THIS CONTRACT.

AREA OF WORK NOT IN THE SCOPE.

EXISTING TO REMAIN.

ITEMS TO BE DEMOLISHED. SEE

KEYNOTES.

FLOOR TO BE REMOVED

DEMOLITION LEGEND:

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA 57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COM

FOURFRONT

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

2/23/2024COMPLIANCY REVIEW COMPLETED

/1

/2

:3

:4

P

M

CONSTRUCTION DOCUMENTS

11/23/2020

DEMOLITION PLAN - 3RD LEVEL

AD-103

Design/Construct Sterile Processing Service- Omaha VA Medical Center

JGCJL

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

25 138

1/8" = 1'-0"

Demolition Plan 3rd Level

GENERAL NOTES:

KEYNOTES:

02-08 REMOVE PORTION OF EXISTING TAPERED ROOF

INSULATION, ROOF MEMBRANE, RIGID INSULATION,

AND CONCRETE ROOF TO ACCOMMODATE NEW

FLOOR PLAN. SEE STRUCTURAL.

02-09 REMOVE PART OF EXISTING TAPERED ROOF

INSULATION, ROOF MEMBRANE, AND RIGID

INSULATION TO ACCOMMODATE NEW MECHANICAL

EQUIPMENT.

02-11 REMOVE EAST PORTION OF EXISTING MASONRY

WALL TO ACCOMODATE NEW MASSONRY WALL. SEE

STRUCTURAL.

02-13 REMOVE PORTION OF EXISTING PARAPET WALL TO

ACCOMMODATE NEW FLOOR PLAN. SEE

STRUCTURAL.

02-77 REMOVE EXISTING METAL STAIRS COMPLETELY.

02-98 ACCOMMODATE EXISTING DRAIN FOR NEW

MECHANICAL EQUIPMENT.

SHEET SPECIFIC NOTES:

1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VISIT THE PROJECT AND VERIFY EXISTING

CONDITIONS/DIMENSIONS AND PROPOSED CONDITIONS.

2. THE DEMOLITION PLAN INDICATES GENERAL INFORMATION AND INTENT. THE CONTRACTOR SHALL COORDINATE

DEMOLITION WITH NEW CONSTRUCTION TO ENSURE QUALITY OF FINAL PRODUCT.

3. DASHED BOLD LINES INDICATE EXTENT OF DEMOLITION INCLUDING THE FOLLOWING: INTERIOR PARTITIONS (REMOVE TO STRUCTURE); CEILINGS, INCLUDING CEILING SUSPENSION SYSTEM, MISC. STEEL SUPPORTS FOR SUSPENDED EQUIPMENT, SUSPENDED EQUIPMENT, LIGHT FIXTURES, DIFFUSERS AND GRILLES ETC.; FLOOR FINISHES (TO CONCRETE) INCLUDING CARPET, RESILIENT TILE, SHEET VINYL, CERAMIC TILE ETC; DOORS AND FRAMES UNLESS NOTED OTHERWISE;

CMU BLOCK/BRICK AND BACKUP WALL SYSTEM; CABINET WORK, SHELVING, BASES; TOILET PARTITIONS AND

ACCESSORIES; EQUIPMENT ITEMS; PLUMBING FIXTURES.

4. GENERAL CONTRACTOR SHALL COORDINATE DEMOLITION BETWEEN ALL TRADES. NOTIFY A/E IMMEDIATELY OF ANY

CONFLICTS OR DISCREPANCIES.

5. REFER TO PHASING SHEET FOR PROJECT PHASING AND SEQUENCE OF WORK. ALL DEMOLITION AND REMODEL WORK

MUST BE CLOSELY COORDINATED WITH THE COR.

6. THE GENERAL CONTRACTOR SHALL INSPECT AND FIELD VERIFY EXISTING CONDITIONS PRIOR TO COMMENCING WORK, INCLUDING ELEMENTS SUBJECT TO DAMAGE OR MOVEMENT DURING DEMOLITION, CUTTING OR PATCHING.

7. MATERIAL PRODUCT FROM DEMOLITION SHALL BECOME THE PROPERTY AND RESPONSIBILITY OF THE CONTRACTOR WITH THE EXCEPTION OF SPECIFIED ITEMS DESIGNATED EITHER IN THE PLANS OR VERBALLY REQUESTED BY THE (COR)

TO BE RETAINED BY THE VA.

8. OFFSITE DISPOSAL OF THE DEMOLISHED ITEMS IS THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE DISPOSED

OF LAWFULLY.

9. DEMOLITION MATERIALS SHALL BE REMOVED FROM SITE ON A DAILY BASIS. COORDINATE WITH THE COR THE

IDENTIFICATION AND TRANSFER OF ANY ITEMS THAT NEED TO BE SALVAGED.

10. VERIFY LOCATION OF EXISTING UTILITY LINES PRIOR TO STARTING DEMOLITION. MAY NOT BE LIMITED TO UTILITIES SHOWN ON ARCHITECTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL PLANS. REFER TO THE THESE DRAWINGS FOR

ADDITIONAL INFORMATION.

11. UPON ENCOUNTERING UNFORESEEN CONDITIONS DURING REMODEL WORK, THE CONTRACTOR SHALL NOTIFY THE (COR)

BEFORE PROCEEDING.

12. COORDINATE DEMOLITION SHOWN ON THIS SHEET WITH DEMOLITION SHOWN ON MECHANICAL, PLUMBING, AND ELECTRICAL DEMOLITION DRAWINGS. CREATE PENETRATIONS AS REQUIRED FOR NEW CONSTRUCTION ON MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS.

13. THE CONTRACTOR SHALL PROTECT EXISTING CONSTRUCTION TO REMAIN. DAMAGE TO EXISTING CONSTRUCTION SHALL

BE REPAIRED TO EXISTING OR BETTER CONDITION.

14. ERECT AND MAINTAIN TEMPORARY PARTITIONS AND ENCLOSURES FOR EXTERIOR OPENINGS TO PREVENT THE

TRANSMISSION OF DUST, ODOR, AND NOISE AND MAINTAIN WEATHER TIGHT CONDITIONS.

15. PROVIDE TEMPORARY MECHANICAL EXHAUST SYSTEMS TO MAINTAIN A NEGATIVE PRESSURE WITHIN DEMOLITION

ZONES.

16. AT INTERSECTIONS OF REMOVED WALLS WITH WALL TO REMAIN, REPAIR REMAINING…