Attachment_100_ CD Bid Set Drawings - 2 of 10 Civil Haz 21.05.28 (11 Pages).pdf

0 80' 160'

N

ACCESS AND LOGISTICS PLAN

CL101

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

BID SET

NWIHCS - CONSTRUCT

AIR HANDLING TOWER

OMAHA, NE

636-18-303

05/28/21 MB EF15744Revisions: Date:

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR

REPORT WAS PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER THE LAWS OF THE

STATE OF MINNESOTA.

DATE: LICENSE #

SIGNATURE:

PRINT NAME: MICHAEL B. BRANDVOLD, PE

41258

ENGINEER

05/28/2021

PHASING & ACCESS LEGEND

CONSTRUCTION TRAFFIC DIRECTIONS

APPROXIMATE CONSTRUCTION LIMITS AND

LAYOUT (COINCIDES WITH TEMPORARY

CONSTRUCTION FENCE W/SCREENING)

1. CONTRACTOR SHALL UTILIZE EXISTING PARKING AREAS FOR STAGING OF MATERIALS AND

EQUIPMENT. NO STAGING IS ALLOWED OUTSIDE OF CONSTRUCTION LIMITS. COORDINATE

EACH STAGING LOCATION WITH COR AND MEDICAL CENTER DIRECTOR.

2. CONFIRM MAXIMUM DURATION WITH CONSTRUCTION CONTRACT. CONTRACTOR SHALL

COORDINATE PHASING SCHEDULE ACCORDINGLY.

3. CONTRACTOR TO PROVIDE TEMPORARY DIRECTIONAL SIGNAGE THROUGH MEDICAL

CENTER AS NEEDED. MAINTAIN ACCESS TO ALL AREAS EXCEPT THOSE UNDER

CONSTRUCTION.

4. MAINTAIN ALL ROADS IN CLEAR, SAFE CONDITION. ONGOING STREET

SWEEPING OF MEDICAL CENTER AND PUBLIC STREETS SHALL BE COMPLETED DAILY.

5. DUE TO LIMITED STAGING ZONES AND TIGHT SITE CONSTRAINTS,

MATERIAL MAY NEED TO BE EXPORTED OFF-SITE AND MATERIAL WILL

BE RE-IMPORTED. CONTRACTOR SHOULD SCHEDULE DELIVERY OF MATERIALS IN A WAY TO

MINIMIZE THE NEED TO STORE ONSITE.

6. SCHEDULE EQUIPMENT OF PROPER HEIGHT AND WIDTH TO ACCOMMODATE ACCESS

THROUGH EXISTING MEDICAL CENTER GATES. CONSTRUCT ACCESS BY PASS AT EXISTING

GATE.

7. ADHERE TO ALL LOCAL ROAD WEIGHT LIMIT RESTRICTIONS.

8. INDIVIDUAL PHASED WORK SHALL BE COMPLETED WITHIN ALLOTTED CALENDAR DAYS PER

COMPLETION SCHEDULE. CONTRACTOR SHALL NOT BEGIN DEMOLITION ON OTHER PHASES

UNTIL THE PREVIOUS PHASE IS OPEN TO TRAFFIC. SEE TABLE ON THIS PLAN SHEET. SITE

MOBILIZATION AND START UP DO NOT COUNT TOWARDS CONSTRUCTION DURATION OF

PHASED WORK. DURATION OF PHASED WORK LISTED IS MAXIMUM. IF EARLY COMPLETION

IN ONE PHASE OCCURS, WORK CAN BEGIN IMMEDIATELY IN THE NEXT PHASE.

CONTRACTOR ALLOWED TO REORDER PHASES.

9. VAMC TO COORDINATE OFF SITE SHUTTLE FOR STAFF.

SITE ACCESS & STAGING NOTES

CONTRACTOR TO PROVIDE PROPOSED

PHASING SCHEDULE

1. CONTRACTOR SHALL PROVIDE INLET PROTECTION

AT ALL INDIVIDUAL STORM DRAIN INLETS. SEE TESC

AND SWPPP PLANS.

2. EXISTING CONCRETE CURB TO REMAIN IN PLACE AT

PAVEMENT REHABILITATION AREAS.

3. NEW CURB/STREET PAVING TO MATCH EXISTING

PAVEMENT ELEVATIONS AT PARKING LOT EDGE.

PHASE COMPLETION SCHEDULE

GENERAL CONSTRUCTION NOTES

KEYNOTES

1 CONSTRUCTION ACCESS. REPAIR ALL DAMAGED

PAVEMENT AT COMPLETION OF PROJECT

REMOVE AND DISPOSE OF TREE FOR ACCESS

ROUTE

CONSTRUCTION ACCESS ROCK ENTRANCE FOR

TRUCK WHEEL DEBRIS

CONSTRUCTION LAY DOWN AREA

VAMC TO CONFIRM USE OF PARKING AREA/LOT

0 40' 80'

ACCESS AND LOGISTICS PLAN

CL102

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

BID SET

NWIHCS - CONSTRUCT

AIR HANDLING TOWER

OMAHA, NE

636-18-303

05/28/21 MB EF15744Revisions: Date:

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR

REPORT WAS PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER THE LAWS OF THE

STATE OF MINNESOTA.

DATE: LICENSE #

SIGNATURE:

PRINT NAME: MICHAEL B. BRANDVOLD, PE

41258

ENGINEER

05/28/2021

PHASING & ACCESS LEGEND

CONSTRUCTION TRAFFIC DIRECTIONS

APPROXIMATE CONSTRUCTION LIMITS AND

LAYDOWN (COINCIDES WITH TEMPORARY

CONSTRUCTION FENCE W/SCREENING)

SEE CL101 FOR NOTES

SITE ACCESS & STAGING NOTES

CONTRACTOR TO PROVIDE PROPOSED PHASING SCHEDULE

1. CONTRACTOR SHALL PROVIDE INLET PROTECTION

AT ALL INDIVIDUAL STORM DRAIN INLETS. SEE TESC

AND SWPPP PLANS.

2. EXISTING CONCRETE CURB TO REMAIN IN PLACE AT

PAVEMENT REHABILITATION AREAS.

3. NEW CURB/STREET PAVING TO MATCH EXISTING

PAVEMENT ELEVATIONS AT PARKING LOT EDGE.

PHASE COMPLETION SCHEDULE

GENERAL CONSTRUCTION NOTES

KEYNOTES

1 CONSTRUCTION ACCESS. REPAIR ALL DAMAGED

PAVEMENT AT COMPLETION OF PROJECT

REMOVE AND DISPOSE OF TREE FOR ACCESS

ROUTE

CONSTRUCTION ACCESS ROCK ENTRANCE FOR

TRUCK WHEEL DEBRIS

CONSTRUCTION LAY DOWN AREA

VAMC TO CONFIRM USE OF PARKING AREA/LOT

FENCE OFF EXISTING ISLAND

EDGE OF STABILIZED ROCK

CONSTRUCTION ENTRANCE

CONSTRUCTION FENCE/ LIMITS

OF DISTURBANC/ACCESS

GENERAL PLAN NOTES:

1. FIELD TOPOGRAPHIC SURVEY, UTILITY LOCATES, ETC. HAVE BEEN COMPLETED

(SHOWN 'BLACK'). ADDITIONAL UTILITY LOCATION(S) ARE FROM VA SUPPLIED

CAD FILES (SHOWN 'GRAY SCALE').

1.1. THESE DRAWINGS SHOW IRRIGATION UTILITIES FROM RECORD

DRAWINGS IN 'GRAY SCALE'. CONTRACTOR SHALL FIELD VERIFY

LOCATIONS OF THE EXISTING IRRIGATION UTILITIES. MODIFY THE

IRRIGATION UTILITIES AS NECESSARY TO ACCOMMODATE THE REMOVED

ITEMS AND THE UNDERGROUND ELECTRICAL FEEDERS. RESTORE THE

IRRIGATION UTILITIES TO FULLY FUNCTIONING SYSTEM(S) AFTER THE

INSTALLATION OF UNDERGROUND ELECTRICAL FEEDERS.

2. THE LOCATION AND EXTENT OF UNDERGROUND UTILITIES, IF SHOWN, ARE

BASED UPON ABOVE GROUND EVIDENCE, A PRIVATE UTILITY LOCATE AND

UTILITY DRAWINGS PROVIDED BY THE VA. THERE IS NO GUARANTEE AS TO THE

ACCURACY OR THE COMPLETENESS OF THIS INFORMATION. THE SIZE AND

LOCATION SHOULD BE CONSIDERED APPROXIMATE. ADDITIONAL

UNDERGROUND UTILITIES MAY BE PRESENT. VERIFICATION OF THE EXISTENCE

AND LOCATION OF ALL UTILITIES SHOULD BE OBTAINED FROM THE UTILITY

OWNERS PRIOR TO ANY PLANNING OR DESIGN. IN ACCORDANCE WITH

MINNESOTA STATUTE, THE LOCATION OF THE UTILITIES SHALL BE CONFIRMED

PRIOR TO ANY DEMOLITION OR CONSTRUCTION.

3. CONTRACTOR TO VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO

PERFORMING ANY ACTIVITIES AND/OR OPERATIONS.

4. CONTRACTOR TO COORDINATE WITH VA COR REGARDING TREE CLEARING

THREATENED AND ENDANGERED SPECIES CALENDAR RESTRICTIONS.

0 10' 20'

N

SEE ELECTRICAL PLANS FOR

SWITCH GEAR REMOVAL

PROTECT AND MAINTAIN

EXISTING ELECTRICAL

EQUIPMENT (TYP.)

EDUCATIONAL

BUILDING

BUILDING 1

BUILDING 17

(ORIGINAL)BUILDING 17

(ADDITION)

BUILDING 1

(PATIENT WING)

ELEVATOR

SHAFT

(OPEN)

LOADING DOCK

DOCK DOORS

DO

CK

D

OO

RS

DEMOLITION PLAN

CD101

FULL DEPTH SAWCUT

AT NEAREST JOINT

FOR NEW

IMPROVEMENTS (TYP.)

CONFIRM REMOVAL

LIMITS WITH NEW

SIDEWALK LOCATION.

FIELD VERIFY SLOPES.

FULL DEPTH SAWCUT AT

NEAREST JOINT FOR PROPOSED

IMPROVEMENTS (TYP.)

REMOVE AND REPLACE BROKEN

CONCRETE PAVING IN KIND -

MATCH EXISTING STRUCTURE

PROTECT AND MAINTAIN

EXISTING BOLLARDS (TYP.)

PROTECT AND MAINTAIN

EXISTING UTILITIES NOT

SHOWN FOR REMOVAL (TYP.)

PROTECT AND MAINTAIN

EXISTING UTILITIES NOT

SHOWN FOR REMOVAL (TYP.)

REMOVE EXISTING

LANDSCAPING AREAS (TYP.)

PROTECT AND MAINTAIN

EXISTING BUILDINGS NOT

SHOWN FOR REMOVAL (TYP.)

REMOVE EXISTING

SIDEWALK/PATIO AREAS (TYP.)

REMOVE EXISTING PARKING

PAVEMENT AREA (TYP.) REMOVE EXISTING

CURBING (TYP.)

REMOVE MAPPED UTILITY

WHEN ENCOUNTERED (TYP.)

REMOVE EXISTING

COMMUNICATIONS LINE

FOR REUSE IF, NOT IN

CONDUIT(S) (TYP.)

FIELD LOCATE AND REMOVE

MAPPED UTILITY LINES (TYP.)

REPAIR ALL REMOVED

PIPE OPENINGS (TYP.)

BUILDING 15

REPAIR SIDEWALK

(TYP.)

REMOVE EXISTING CARD READER

AND RELATED FEATURES - SEE

ARCHITECTURAL AND MEP/T PLANS

REMOVE (3) EX. 12" VCP &

(1) EX. 4" DIP SANITARY

SEWER LINES

ELECTRICAL UTILITY

FOUND ONLY ON VA

MAPPING

SANITARY UTILITY

FOUND ONLY ON

VA MAPPING

FULL DEPTH SAWCUT FOR

PROPOSED IMPROVEMENTS (TYP.).

USE AS CURB AND GUTTER FORM.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

BID SET

NWIHCS - CONSTRUCT

AIR HANDLING TOWER

OMAHA, NE

636-18-303

05/28/21 MB EF15744Revisions: Date:

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR

REPORT WAS PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER THE LAWS OF THE

STATE OF MINNESOTA.

DATE: LICENSE #

SIGNATURE:

PRINT NAME: MICHAEL B. BRANDVOLD, PE

41258

ENGINEER

05/28/2021

DEMO BUILDING

(METAL/PREFAB)

FIELD COORDINATE SUPPORT

OF EXISTING 16" CONDENSATE

WATER LINES DURING

FOUNDATION CONSTRUCTION

SAW CUT

SLAB

SALVAGE HANDICAP

SIGN FOR REUSE

PROTECT AND MAINTAIN EXISTING

UTILITIES NOT DESIGNATED FOR

REMOVAL (TYP.)

0 10' 20'

BUILDING 1

BUILDING 17

(ORIGINAL)BUILDING 17

(ADDITION)

BUILDING 1

(PATIENT WING)

ELEVATOR

SHAFT

(OPEN)

LOADING DOCK

DOCK DOORS

DO

CK

D

OO

RS

SITE PLAN

CS101

GENERAL PLAN NOTES:

1. FIELD TOPOGRAPHIC SURVEY, UTILITY LOCATES, ETC. HAVE BEEN COMPLETED

(SHOWN 'BLACK'). ADDITIONAL UTILITY LOCATION(S) ARE FROM VA SUPPLIED

CAD FILES (SHOWN 'GRAY SCALE').

1.1. THESE DRAWINGS SHOW IRRIGATION UTILITIES FROM RECORD

DRAWINGS IN 'GRAY SCALE'. CONTRACTOR SHALL FIELD VERIFY

LOCATIONS OF THE EXISTING IRRIGATION UTILITIES. MODIFY THE

IRRIGATION UTILITIES AS NECESSARY TO ACCOMMODATE THE REMOVED

ITEMS AND THE UNDERGROUND ELECTRICAL FEEDERS. RESTORE THE

IRRIGATION UTILITIES TO FULLY FUNCTIONING SYSTEM(S) AFTER THE

INSTALLATION OF UNDERGROUND ELECTRICAL FEEDERS.

2. THE LOCATION AND EXTENT OF UNDERGROUND UTILITIES, IF SHOWN, ARE

BASED UPON ABOVE GROUND EVIDENCE, A PRIVATE UTILITY LOCATE AND

UTILITY DRAWINGS PROVIDED BY THE VA. THERE IS NO GUARANTEE AS TO THE

ACCURACY OR THE COMPLETENESS OF THIS INFORMATION. THE SIZE AND

LOCATION SHOULD BE CONSIDERED APPROXIMATE. ADDITIONAL

UNDERGROUND UTILITIES MAY BE PRESENT. VERIFICATION OF THE EXISTENCE

AND LOCATION OF ALL UTILITIES SHOULD BE OBTAINED FROM THE UTILITY

OWNERS PRIOR TO ANY PLANNING OR DESIGN. IN ACCORDANCE WITH

MINNESOTA STATUTE, THE LOCATION OF THE UTILITIES SHALL BE CONFIRMED

PRIOR TO ANY DEMOLITION OR CONSTRUCTION.

3. CONTRACTOR TO VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO

PERFORMING ANY ACTIVITIES AND/OR OPERATIONS.

4. CONTRACTOR TO COORDINATE WITH VA COR REGARDING TREE CLEARING

THREATENED AND ENDANGERED SPECIES CALENDAR RESTRICTIONS.

25-FOOT BUILDING

OFFSET, OR BLAST

SETBACK (TYP.)

50-FOOT BUILDING

OFFSET, OR BLAST

SETBACK (TYP.)

6.0'

6.0'

5.6'

14.0'

MATCH AND ALIGN NEW CURB AND

GUTTER WITH EXISTING (TYP.).

DRILL AND EPOXY 2 DOWEL BARS

INTO EXISTING CURB AND GUTTER

@ 1" DIAMETER BY 24 INCHES LONG.

MATCH AND ALIGN NEW CURB AND

GUTTER WITH EXISTING (TYP.).

DRILL AND EPOXY 2 DOWEL BARS

INTO EXISTING CURB AND GUTTER

@ 1" DIAMETER BY 24 INCHES LONG.

+/-134.8'

9.0'

(TYP.)

17.0' 23.9'

+/-26.4'

(BOC-BOC)

+/-9.2' 56.9'

24.5'

+/-7.4'

10.5'

BUILDING 15

INSTALL SALVAGED VAN

ACCESSIBLE HANDICAPPED

SIGNAGE @ 2 FEET BEHIND

BACK OF CURB AND PAINT

UNIVERSAL HANDICAP

SYMBOLS ON PAVEMENT

DRILL AND EPOXY DOWEL BARS @ 18" O.C.

INTO EXISTING CONCRETE PAVEMENT @

1" DIAMETER BY 24 INCHES LONG

DRILL AND EPOXY DOWEL BARS @ 18" O.C.

INTO EXISTING CONCRETE PAVEMENT @

1" DIAMETER BY 24 INCHES LONG

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

BID SET

NWIHCS - CONSTRUCT

AIR HANDLING TOWER

OMAHA, NE

636-18-303

05/28/21 MB EF15744Revisions: Date:

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR

REPORT WAS PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER THE LAWS OF THE

STATE OF MINNESOTA.

DATE: LICENSE #

SIGNATURE:

PRINT NAME: MICHAEL B. BRANDVOLD, PE

41258

ENGINEER

05/28/2021

NEW BUILDING

SEE ARCHITECTURE FOR NEW

BUILDING LOCATION WITH

RESPECT TO BUILDING 17

PROTECT OR SALVAGE ALL HDCP AND PARKING

SIGNS REMOVE AND REINSTALL (TYP.)

COORDINATE W/ LAY DOWN AREA USAGE

NEW BOLLARDS

CORD W/ ELEC

SWITCH GEAR

INSTALL

NEW: CONCRETE

BARRIER CURB

CONFIRM

REMOVAL

LIMITS WITH

NEW

SIDEWALK

LOCATION.

FIELD VERIFY

SLOPES.

4" DEEP PEA GRAVEL

BETWEEN NEW CONCRETE

AND EXISTING BUILDING

EDGE OF

CONCRETE

WALK STARTS

3" OFF FACE

OF EXISTING

BUILDING

STOOP BY

STRUCTURAL 5.5'

WIDE AND 14'

INSTALL

TRUNCATED

DOMES

1234 1234

0 10' 20'

N

BUILDING 1

BUILDING 17

(ORIGINAL)BUILDING 17

(ADDITION)

BUILDING 1

(PATIENT WING)

ELEVATOR

SHAFT

(OPEN)

LOADING DOCK

DOCK DOORS

DO

CK

D

OO

RS

GRADING AND EROSION CONTROL

PLAN

CG101

GENERAL PLAN NOTES:

1. FIELD TOPOGRAPHIC SURVEY, UTILITY LOCATES, ETC. HAVE BEEN COMPLETED

(SHOWN 'BLACK'). ADDITIONAL UTILITY LOCATION(S) ARE FROM VA SUPPLIED

CAD FILES (SHOWN 'GRAY SCALE').

1.1. THESE DRAWINGS SHOW IRRIGATION UTILITIES FROM RECORD

DRAWINGS IN 'GRAY SCALE'. CONTRACTOR SHALL FIELD VERIFY

LOCATIONS OF THE EXISTING IRRIGATION UTILITIES. MODIFY THE

IRRIGATION UTILITIES AS NECESSARY TO ACCOMMODATE THE REMOVED

ITEMS AND THE UNDERGROUND ELECTRICAL FEEDERS. RESTORE THE

IRRIGATION UTILITIES TO FULLY FUNCTIONING SYSTEM(S) AFTER THE

INSTALLATION OF UNDERGROUND ELECTRICAL FEEDERS.

2. THE LOCATION AND EXTENT OF UNDERGROUND UTILITIES, IF SHOWN, ARE

BASED UPON ABOVE GROUND EVIDENCE, A PRIVATE UTILITY LOCATE AND

UTILITY DRAWINGS PROVIDED BY THE VA. THERE IS NO GUARANTEE AS TO THE

ACCURACY OR THE COMPLETENESS OF THIS INFORMATION. THE SIZE AND

LOCATION SHOULD BE CONSIDERED APPROXIMATE. ADDITIONAL

UNDERGROUND UTILITIES MAY BE PRESENT. VERIFICATION OF THE EXISTENCE

AND LOCATION OF ALL UTILITIES SHOULD BE OBTAINED FROM THE UTILITY

OWNERS PRIOR TO ANY PLANNING OR DESIGN. IN ACCORDANCE WITH

MINNESOTA STATUTE, THE LOCATION OF THE UTILITIES SHALL BE CONFIRMED

PRIOR TO ANY DEMOLITION OR CONSTRUCTION.

3. CONTRACTOR TO VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO

PERFORMING ANY ACTIVITIES AND/OR OPERATIONS.

4. CONTRACTOR TO COORDINATE WITH VA COR REGARDING TREE CLEARING

THREATENED AND ENDANGERED SPECIES CALENDAR RESTRICTIONS.

ADJUST EXISTING

UTILITY STRUCTURES

TO FINAL GRADE (TYP.)

BUILDING 15

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

BID SET

NWIHCS - CONSTRUCT

AIR HANDLING TOWER

OMAHA, NE

636-18-303

05/28/21 MB EF15744Revisions: Date:

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR

REPORT WAS PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER THE LAWS OF THE

STATE OF MINNESOTA.

DATE: LICENSE #

SIGNATURE:

PRINT NAME: MICHAEL B. BRANDVOLD, PE

41258

ENGINEER

05/28/2021

3 3

1 1

ADJUST EXISTING

STORM MANHOLE RIM

ELEV TO FIT NEW

SIDEWALK GRADES AS

NECESSARY

0 10' 20'

N

BUILDING 1

BUILDING 17

(ORIGINAL)

BUILDING 17

(ADDITION)

BUILDING 1

(PATIENT WING)

ELEVATOR

SHAFT

(OPEN)

LOADING DOCK

DOCK DOORS

DO

CK

D

OO

RS

UTILITY PLAN

CU101

SANITARY UTILITY

FOUND ONLY ON

VA MAPPING

PROTECT AND MAINTAIN

EXISTING ELECTRICAL

TRANSFORMER AND

RELOCATE SWITCH GEAR

GENERAL PLAN NOTES:

1. FIELD TOPOGRAPHIC SURVEY, UTILITY LOCATES, ETC. HAVE BEEN COMPLETED

(SHOWN 'BLACK'). ADDITIONAL UTILITY LOCATION(S) ARE FROM VA SUPPLIED

CAD FILES (SHOWN 'GRAY SCALE').

2. THE LOCATION AND EXTENT OF UNDERGROUND UTILITIES, IF SHOWN, ARE

BASED UPON ABOVE GROUND EVIDENCE, A PRIVATE UTILITY LOCATE AND

UTILITY DRAWINGS PROVIDED BY THE VA. THERE IS NO GUARANTEE AS TO THE

ACCURACY OR THE COMPLETENESS OF THIS INFORMATION. THE SIZE AND

LOCATION SHOULD BE CONSIDERED APPROXIMATE. ADDITIONAL

UNDERGROUND UTILITIES MAY BE PRESENT. VERIFICATION OF THE EXISTENCE

AND LOCATION OF ALL UTILITIES SHOULD BE OBTAINED FROM THE UTILITY

OWNERS PRIOR TO ANY PLANNING OR DESIGN.

3. CONTRACTOR TO VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO

PERFORMING ANY DEMOLITION ACTIVITIES AND/OR CONSTRUCTION

OPERATIONS.

4. CONTRACTOR TO COORDINATE WITH VA COR REGARDING TREE CLEARING.

VERIFY ROOF DRAIN

CONNECTION LOCATION

WITH MEP/T SHEETS

VERIFY SANITARY

CONNECTION LOCATION

WITH MEP/T SHEETS

INSTALL STORM CLEANOUT

(W/LOCKABLE LID) AND BEND

RIM = MATCH PROPOSED GRADE

INV = 1230.20

INSTALL SANITARY MANHOLE

(W/LOCKING LID)

RIM = MATCH PROPOSED GRADE

INV = 1221.95 (12", N) (TWICE)

INV = 1213.30 (12", N) (TWICE)

INV = 1214.09 (6" NNW)

INV = 1221.93 (12", W) (TWICE)

INV = 1213.28 (12", W) (TWICE)

86 LF OF 12"

SANITARY SEWER

@ 0.50% - 4 TIMES

CENTER-TO-CENTER

17 LF OF 6" STORM SEWER @

MIN. 0.50%

CENTER OF EXISTING

STRUCTURE TO BUILDING FACE

CORE DRILL EXISTING

STORM STRUCTURE FOR

SERVICE CONNECTION

INV = 1230.00

CORE DRILL EXISTING

SANITARY STRUCTURE FOR

SERVICE CONNECTIONS

INV = 1221.50 (12", E) (TWICE)

INV = 1212.85 (12", E) (TWICE)

MAINTAIN INVERTS OF REST

ELECTRICAL UTILITY

FOUND ONLY ON VA

MAPPING

BUILDING 15

150 LF OF 1"

WATER LINE

CONTRACTOR SHALL

DETERMINE AND LOCATE

ALL BENDS (TYP.)

CONTRACTOR SHALL FIELD

VERIFY AND LOCATE BEND

FOR PROPOSED

CONNECTION (TYP.)

147 LF OF 3"

WATER LINE

144 LF OF 14" HDPE

CONDENSING WATER

SUPPLY LINE

139 LF OF 14" HDPE

CONDENSING WATER

RETURN LINE

74 LF OF 12" SANITARY

SEWER @ MIN. 0.50% - 4 TIMES

CENTER OF MANHOLE TO

BUILDING FACE

CONTRACTOR VERIFY

SANITARY PIPE LOCATION

W/RESPECT TO FOOTING

ELEVATION AND LOCATION

CONTRACTOR SHALL FIELD

VERIFY AND LOCATE EXISTING

CONNECTIONS FOR FOUR (4)

EXISTING SANITARY LINES (TYP.)

INV = MATCH EXISTING

INSTALL SANITARY CLEANOUT

(W/LOCKABLE LID)

RIM = MATCH PROPOSED SIDEWALK

INV = EXISTING MINUS 0.03'

(12" - 4 TIMES)

5.0'

2.7'

INSTALL SANITARY CLEANOUT

(W/LOCKABLE LID) AND BEND

RIM = MATCH PROPOSED GRADE

INV = 1214.96

37 LF OF 6" SANITARY

SEWER @ MIN. 1.0%

CENTER OF MANHOLE TO

BUILDING FACE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

BID SET

NWIHCS - CONSTRUCT

AIR HANDLING TOWER

OMAHA, NE

636-18-303

05/28/21 MB EF15744Revisions: Date:

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR

REPORT WAS PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER THE LAWS OF THE

STATE OF MINNESOTA.

DATE: LICENSE #

SIGNATURE:

PRINT NAME: MICHAEL B. BRANDVOLD, PE

41258

ENGINEER

05/28/2021

VERIFY NEW BUILDING

WALL/FTC WITH EXISTING 14"

CONDENSING WATER LINES

APPROXIMATE

LOCATION FOR

REPLACEMENT PAD

MOUNT SWITCH

SEE ELECTRICAL

SEE "INSET A"

APPROXIMATE CENTERLINE

ELEVATION OF 14" CONDENSING

WATER PIPES AT BUILDING = 1229.1

COORDINATE W/ 1" AND 3"

WATERLINE

BENCHMARK

DETAILS 1

C501

EXISTING HMA OVERLAY

AND/OR SURFACE COURSE

- MATCH EXISTING (TYP.).

1 1/2" MINIMUM

EXISTING PAVEMENTMATCH EXISTING

PAVEMENT TYPE

- ADD DOWELS

AS NECESSARY

PER PLAN AND/OR AS

NEEDED (MINIMUM) -

TO NEAREST JOINT LINE

T

T

2" (M

IN

FULL-DEPTH SAWCUT (TYP.)

12"

(MIN.)

12"

(MIN.)

IF SUBGRADE OR SUBBASE MATERIAL IS

REQUIRED BELOW PATCH, BRING MATERIAL TO

A LEVEL TWO (2") INCHES BELOW BOTTOM OF

EXISTING PAVEMENT (TYP.)

SCALE:1

PAVEMENT PATCH DETAIL

NTS

50' MINIMUM

AS REQUIRED

6" MINIMUM

1"-2" WASHED ROCK

SCALE:2

ROCK CONSTRUCTION ENTRANCE DETAIL

NTS

SCALE:3

CONSTRUCTION FENCE DETAIL

NTS

FA

BR

IC

W

ID

TH

3'

10'-0" MAXIMUM10'-0" MAXIMUM

6"

3' -6

" M

IN

12" MIN. DIA.

CONCRETE BASE ONLY ON

LINE POSTS TO BE EQUALLY SPACED

2"

CORNER, END, OR PULL POST

BRACE RAIL

CLIPS (TYP.)

LINE POST

(9 GAGE, 2" MESH)

BOTTOM OF FABRIC

LINE POST

TENSION WIRE

GRADE

HOG RINGS (TYP.)

CHAIN-LINK FABRIC

TRUSS ROD

(3/8" MIN. DIA.)

TIE WIRES OR 6

FE

ET

TENSION WIRE

FABRIC SHALL HAVE UPWARD TWIST

CORNERS & GATE POSTS

NOTE:

1. PROVIDE GREEN VISUAL SCREEN. SCREEN TO BE WIND PERMEABLE FABRIC, SECURED WITH SUFFICIENT NON-MARKING FASTNERS TO

REMAIN SOUNDLY IN PLACE.

NOTES:

1. EXPANSION JOINTS SHALL BE LOCATED WHERE SIDEWALK ABUTS CONCRETE

DRIVEWAYS, CURB OR OTHER ADJACENT STRUCTURES.

2. ONE-HALF INCH BITUMINOUS JOINT FILLER SHALL BE INSTALLED AT EXPANSION JOINT

LOCATIONS AND SHALL EXTEND THE FULL DEPTH OF THE CONCRETE.

3. 1

4 DEPTH OF CONCRETE THICKNESS CONTRACTION JOINTS SHALL BE PLACED AT

INTERVALS OF APPROXIMATELY 60' [4572mm] OR AT A SPACING THAT MATCHES THE

ADJACENT CURB.

4. FORMED CONTRACTION JOINTS SHALL BE FINISHED WITH A TOOL HAVING A 1/4"

RADIUS.

5. SCORED JOINTS SHALL BE 14 DEPTH OF CONCRETE THICKNESS AND PLACED AT THE

SPACING INDICATED FOR THE WIDTH OF SIDEWALK OR MATCH SCORED JOINTS OF

ADJACENT CURB.

6. CONCRETE SHALL BE FINISHED BY MEANS OF A FLOAT, STEEL TROWELLED AND

BROOMED WITH A FINE BRUSH IN A TRANSVERSE DIRECTION.

7. SCORED CONTROL JOINTS (TYP) SPACED AS SHOWN ON THE PLANS.

TOP OF

CURB

1% MIN.

2% MAX.

1% MIN.

2% MAX.

[1 m m

4"

M

IN

VARIES PER PLANS

TYPICAL SECTION

CONCRETE PAVEMENT SECTION

VARIES, SEE PLANS

EXPANSION JOINT TO EXPANSION JOINT

VARIES, SEE PLANS

EXPANSION JOINT TO EXPANSION JOINT

SEE NOTE 7

(TYP)

PLAN

SCALE:4

CONCRETE SIDEWALK

NTS

#4 BARS 18"

O.C. E.W.

5" CONCRETE PER

PLANS4" 95%

COMPACTED

AGGREGATE BASE

CONTROL JOINT

EXPANSION JOINT

SCALE:5

CONCRETE JOINTING TYPES

NTS

R 1/4"

TYP.

1/4"

D/4

JOINT SEALER CONFORMING

TO ASTM D1850

PREMOULDED EXPANSION

JOINT FILLER CONFORMING

TO ASTM D1751 OR D1752

(FULL DEPTH)

BACKER ROD. 12 IN LONG #4 REBAR

DOWELS @ 24" O.C. LOCATED

HORIZONTALLY IN THE CENTER OF SLAB.

1/2"

D/3

R 1/4"

TYP.

CONCRETE REINFORCEMENT

PER ASSOCIATED PAVEMENT

SECTION (TYP.)

EXPANSION JOINT

CONCRETE

WALK

SECTION A

SLOPE PER PLAN

1:12 MAX SLOPE.

TYPE A

1:12

MAX.

VARIES, SEE PLAN

VARIES VARIES

VARIES

DOME SECTION

DETECTABLE

WARNING/PANEL

TRUNCATED DOME (TYP)

1.67"

1.

" 36

M

IN

3/4" MIN. (TYP.)

0.

5"

(T

YP

0.9" 0.2"

NOTE:

-DETECTABLE WARNING PLATES TO BE FLUSH (NOT

RECESSED). INSTALL PRE-FABRICATED UNITS PER

MANUFACTURER INSTRUCTIONS. COLOR TO BE UNIFORM

THROUGHOUT (NO PAINTED OR APPLIED COLORS). COLOR

SHALL BE "FEDERAL YELLOW" AND ARMOR-TILE OR

APPROVED EQUAL.

0.45"

SCALE:6

PEDESTRIAN CURB RAMP

NTS

1:12

MAX.

2'6'2'

CONCRETE RAMP

6'

CONCRETE

WALK

EXPANSION

JOINT

1:12

MAX.

1:12

MAX.

CURB

TRUNCATED DOME

ROLLED CURB

DOME SPACING TYPE B

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

BID SET

NWIHCS - CONSTRUCT

AIR HANDLING TOWER

OMAHA, NE

636-18-303

05/28/21 MB EF15744Revisions: Date:

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR

REPORT WAS PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER THE LAWS OF THE

STATE OF MINNESOTA.

DATE: LICENSE #

SIGNATURE:

PRINT NAME: MICHAEL B. BRANDVOLD, PE

41258

ENGINEER

05/28/2021

DETAILS 2

C502

NOTE: DEPENDING UPON CONFIGURATION,

ATTACH FABRIC TO WIRE MESH WITH HOG

RINGS, STEEL POSTS WITH TIE WIRES, OR

WOOD POSTS WITH STAPLES.

PLAN VIEW

CB / INLET

TYPICAL INSTALLATION

STORM INLET

RING SILT FENCE

GEOTEXTILE FABRIC

(SILT FENCE)

FABRIC ANCHORAGE

TRENCH BACKFILL

WITH TAMPED

NATURAL SOIL

WIRE MESH

REINFORCEMENT

METAL OR WOOD

POST OR STAKE

1' MINIMUM

6 INCH MINIMUM

6 INCH MINIMUM

2'

MIN

1" (25 mm) REBAR

FOR BAG REMOVAL

FROM INLET

EXPANSION RESTRAINT

[1/4" (6 mm) NYLON ROPE, 2" (51 mm) FLAT

WASHERS]

2 EACH DUMP

STRAPS

DUMP STRAP

SILT SACK

SCALE:1

INLET PROTECTION SEDIMENT FILTER SACK

NOT TO SCALE

SCALE:2

STORM DRAIN INLET PROTECTION - SILT FENCE

NOT TO SCALE

4' -0

EQ

EQ

ZONE A:

DIA=1/2X

ZONE B:

DIA=X

ZONE C:

DIA=2X

PLAN VIEW

ELEVATION VIEW

FENCING/ROOT PROTECTION

48" HIGH ORANGE PLASTIC (SNOW) FENCING

SHALL BE PROVIDED AND MAINTAINED AT THE

DRIPLINE OF EACH TREE OR AROUND A GROUP

OF TREES AT THE DRIPLINE OF OUTSIDE TREES.

THE ENGINEER'S APPROVAL IS REQUIRED FOR

USE/ACCESS WITHIN ZONE B. PERMISSION FOR

USE/ACCESS REQUIRES SURFACE PROTECTION

FOR ALL UNFENCED, UNPAVED SURFACES

WITHIN ZONE B AT ALL TIMES.

* SURFACE PROTECTION MEASURES

1. MULCH LAYER, @ 6"-8"DEPTH

2. 3/4" PLYWOOD

3. STEEL PLATES

X

TRENCHING / EXCAVATION

ZONE A (CRITICAL ROOT ZONE)

[DEFINED AS DRIPLINE DIAMETER MULTIPLIED BY 0.5]

1. NO DISTURBANCE ALLOWED WITHOUT SITE-SPECIFIC

INSPECTION AND APPROVAL OF METHODS TO MINIMIZE

ROOT DAMAGE

2. SEVERANCE OF ROOTS LARGER THAN 2 INCHES IN

DIAMETER REQUIRES AN ENGINEER'S APPROVAL

3. TUNNELLING REQUIRED TO INSTALL LINES 3 FEET BELOW

GRADE OR DEEPER

ZONE B (DRIPLINE (DEFINE))

[MAXIMUM WIDTH OF BRANCH EXTENSION ON TREE]

1. OPERATION OF HEAVY EQUIPMENT AND/OR STOCKPILING OF

MATERIALS SUBJECT TO (SPECIFY INDIVIDUAL) APPROVAL

2. SURFACE PROTECTION MEASURES REQUIRED

TRENCHING ALLOWED AS FOLLOWS:

- EXCAVATION BY HAND OR WITH HAND-DRIVEN TRENCHER

MAY BE REQUIRED

- LIMIT TRENCH WIDTH. DO NOT DISTURB ZONE A (CRITICAL

ROOT ZONE) MAINTAIN 2/3 OR MORE OF ZONE B (DRIPLINE)

IN UNDISTURBED CONDITION

3. TUNNELLING MAY BE REQUIRED FOR TRENCHES DEEPER

THAN 3 FOOT

4. USE OF PNEUMATIC AIR WAND AND EXCAVATION MAY BE

CONSIDERED WHERE THE TRENCH DEPTH DOES NOT

EXCEED 4 FEET

ZONE C (ABSORBING ROOT ZONE)

[DEFINED AS DRIPLINE DIAMETER MULTIPLIED BY 2.0]

1. OPERATION OF HEAVY EQUIPMENT AND OR STOCKPILING OF

MATERIALS SUBJECT TO (SPECIFY INDIVIDUAL) APPROVAL

2. SURFACE PROTECTION MEASURES MAY BE REQUIRED AND

IS TO BE DETERMINED BY (SPECIFY INDIVIDUAL)

TRENCHING WITH HEAVY EQUIPMENT ALLOWED AS

FOLLOWS:

- MINIMIZE TRENCH WIDTH

- MAINTAIN 2/3 OR MORE OF ZONE C IN UNDISTURBED

CONDITION

- OR AS SPECIFIED BY (SPECIFY INDIVIDUAL)

SCALE:4

TREE PROTECTION DETAIL

NOT TO SCALE

NOTE: DEPENDING UPON CONFIGURATION, ATTACH FABRIC TO

WIRE MESH WITH HOG RINGS, STEEL POSTS WITH TIE WIRES, OR

WOOD POSTS WITH STAPLES.

DIRECTION OF

RUNOFF FLOW

2' MIN

ENGINEERING FABRIC

FABRIC ANCHORAGE TRENCH

BACKFILL WITH TAMPED

NATURAL SOILMETAL OR WOOD

POST OR STAKE

WIRE MESH

REINFORCEMENT

(OPTIONAL)

TYPICAL INSTALLATION

NATURAL SOIL

6" MIN.

6" MIN.

SCALE:3

SILT FENCE / EROSION CONTROL FENCE

NOT TO SCALE

6" DIA. STEEL PIPE

(PAINTED YELLOW) FILL W/

CONCRETE, CROWN TOP 1"

4'-0"

3'-6"

6"

12" x 12" x 48" CONC. FTG.

CONCRETE OR

COMPACTED

AGGREGATE SURFACE

BOLLARD SHALL BE PAINTED

PRIOR TO INSTALLATION

NOTE:

SCALE:5

BOLLARDS DETAIL

NOT TO SCALE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

BID SET

NWIHCS - CONSTRUCT

AIR HANDLING TOWER

OMAHA, NE

636-18-303

05/28/21 MB EF15744Revisions: Date:

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR

REPORT WAS PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER THE LAWS OF THE

STATE OF MINNESOTA.

DATE: LICENSE #

SIGNATURE:

PRINT NAME: MICHAEL B. BRANDVOLD, PE

41258

0 10' 20'

BUILDING 1

BUILDING 17

(ORIGINAL)BUILDING 17

(ADDITION)

BUILDING 1

(PATIENT WING)

ELEVATOR

SHAFT

(OPEN)

LOADING DOCK

DOCK DOORS

DO

CK

D

OO

RS

LANDSCAPING PLAN

L101

GENERAL PLAN NOTES:

1. FIELD TOPOGRAPHIC SURVEY, UTILITY LOCATES, ETC. HAVE BEEN COMPLETED

(SHOWN 'BLACK'). ADDITIONAL UTILITY LOCATION(S) ARE FROM VA SUPPLIED

CAD FILES (SHOWN 'GRAY SCALE').

2. THE LOCATION AND EXTENT OF UNDERGROUND UTILITIES, IF SHOWN, ARE

BASED UPON ABOVE GROUND EVIDENCE, A PRIVATE UTILITY LOCATE AND

UTILITY DRAWINGS PROVIDED BY THE VA. THERE IS NO GUARANTEE AS TO THE

ACCURACY OR THE COMPLETENESS OF THIS INFORMATION. THE SIZE AND

LOCATION SHOULD BE CONSIDERED APPROXIMATE. ADDITIONAL

UNDERGROUND UTILITIES MAY BE PRESENT. VERIFICATION OF THE EXISTENCE

AND LOCATION OF ALL UTILITIES SHOULD BE OBTAINED FROM THE UTILITY

OWNERS PRIOR TO ANY PLANNING OR DESIGN. IN ACCORDANCE WITH

MINNESOTA STATUTE, THE LOCATION OF THE UTILITIES SHALL BE CONFIRMED

PRIOR TO ANY DEMOLITION OR CONSTRUCTION.

3. CONTRACTOR TO VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO

PERFORMING ANY ACTIVITIES AND/OR OPERATIONS.

4. CONTRACTOR TO COORDINATE WITH VA COR REGARDING TREE CLEARING

THREATENED AND ENDANGERED SPECIES CALENDAR RESTRICTIONS.

BUILDING 15

SEED AND MULCH ALL

DISTURBED AREAS (TYP.).

CONTRACTOR SHALL

WATER UNTIL ESTABLISHED.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

BID SET

NWIHCS - CONSTRUCT

AIR HANDLING TOWER

OMAHA, NE

636-18-303

05/28/21 MB EF15744Revisions: Date:

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR

REPORT WAS PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER THE LAWS OF THE

STATE OF MINNESOTA.

DATE: LICENSE #

SIGNATURE:

PRINT NAME: MICHAEL B. BRANDVOLD, PE

41258

B007

#8#7

B075

B064 B005

FE

FE

JANELEC

WAIT

ROO

CORRIDOR

WORK

RM.

MED

ROOM

PROCEDURE

ROOM

PROCEDURE

CLEAN

STORAGE

TOILET

SUPPLIES

DIRTY

ROOM

PROCEDURE

AIR

HANDLER

ELECTRIC

VOLTAGE

HIGH

HR HRHRHR

HRHR

#8#7

B113

EXIST

LOBBY

B094

EXIST

STORAGE

B090

EXIST STOR

BIO HAZ/

INFECT

WASTE

B080

EXIST STAIR

B079

EXIST

OFFICES

B111

EXIST

STORAGE

CANTEEN

9026B

EXIST STO/

PLUMBING

B119A

EXIST

B095

EXIST STOR

CANTEEN

B102

E WOM

B103

E MENS

B092

FUTURE

MECHANICAL

NEW FLOOR FINISH TO ABUT EXIST.

NO ASBESTOS ABATEMENT REQUIRED

AT TRANSITION FROM EXIST VFT TO

NEW FLOOR FINISH. DO NOT REMOVE

EXIST VFT TILE.

EXIST

CORRIDOR

B093

CORRIDOR

NEW DOOR THRESHOLD AT EXIST

FLOORING. NO ASBESTOS

ABATEMENT REQUIRED AT NEW

THRESHOLD. DO NOT REMOVE EXIST

VFT TILE.

GENERAL NOTES - HAZ MATERIALS

1. THE INTENT OF THE HAZARDOUS MATERIAL ASBESTOS PLANS IS TO IDENTIFY LOCATIONS OF KNOWN ASBESTOS CONTAINING MATERIALS WITHIN OR IMMEDIATELY ADJACENT TO AREAS OF WORK FOR THIS

PROJECT AND NOTED AREAS THAT WILL REQUIRE ABATEMENT.

2. REFER TO THE VA PROVIDED FACILITY WIDE ASBESTOS PLANS, PROVIDED TO ANDERSON ENGINEERING

ON SEPTEMBER 13TH, 2020 INCLUDED AS AN ATTACHMENT TO THE SPECIFICATIONS.

3. REFER TO SPECIFICATION SECTION 028213.13 GLOVEBAG ASBESTOS ABATEMENT AND 028333.13

LEAD-BASED PAINT REMOVAL AND DISPOSAL.

4. NO LEAD CONTAINING MATERIALS HAVE BEEN IDENTIFIED BY THE OWNER OR ARCHITECT AT THE TIME

THESE DOCUMENTS WERE CREATED. NO KNOWN LEAD CONTAINING MATERIALS ARE PRESENT OR

ANTICIPATED TO REQUIRE REMOVAL/DISPOSAL AT THIS TIME. CONTRACTOR TO NOTIFY THE VA IF ANY

DISCOVERIES OF LEAD CONTAINING MATERIALS ARE IDENTIFIED IN THE FIELD.

SPECIFICATION 028333.13 HAS BEEN PROVIDED IN THE EVENT SUCH MATERIAL IS DISCOVERED DUE TO

THE AGE OF THE ORIGINAL BUILDING.

5. NO KNOWN HAZARDOUS MATERIAL IN PROJECT VICINITY ON LEVELS ONE, FOUR, FIVE, SIX, SEVEN, AND TEN.

INTERACTION WITH OR ASBESTOS ABATEMENT EFFORTS ARE NOT ANTICIPATED ON THESE LEVELS. NO

HAZARDOUS PLANS PROVIDED FOR THESE LEVELS FOR THIS REASON.

B113D

EXISTING

MECHANICAL

HVAC

EXIST

STORAGE

EXIST

LOBBY

EXIST

LOBBY

EXIST

CNTRL

EXIST TLT

EXIST CT

SCAN

EXIST

EQUIP

EXIST

HOLDING

EXIST

HOLDING

EXIST

HOLDING

EXIST

HOLDING

EXIST

HOLDING

EXIST PROC

RM

EXIST STAIR

2090A

FUTURE

MECHANICAL

NEW DOOR THRESHOLD AT EXIST

FLOORING. NO ASBESTOS

ABATEMENT REQUIRED AT NEW

THRESHOLD. DO NOT REMOVE EXIST

VFT TILE.

HAZARDOUS MATERIALS LEGEND

ASBESTOS CONTAINING THERMAL INSUL MAY EXIST ON MECH

LINES INSIDE FINISHED INTERIOR WALLS AND CEILINGS

NOTE: NOT ALL SYMBOLS MAY BE USED ON EACH PLAN

ASBESTOS CONTAINING, NON-FRIABLE, CATEGORY 1,

RESIDUAL BLACK HALLWAY FLOORING MASTIC

ASBESTOS CONTAINING, NON-FRIABLE, CATEGORY 1,

12"X12" VFT & MASTIC, WHITE W/ BLACK & RED SPOTTED

ASBESTOS CONTAINING, NON-FRIABLE, CATEGORY 1,

12"X12" VFT, WHITE W/ YELLOW SPOTTED (MASTIC ONLY)

ASBESTOS CONTAINING, NON-FRIABLE, CATEGORY 1,

9" X 9" VFT & MASTIC, WHITE W/ DARK BROWN

ASBESTOS CONTAINING, NON-FRIABLE, CATEGORY 1,

9" X 9" VFT & MASTIC

AREA REQUIRES ASBESTOS ABATEMENT

ASBESTOS CONTAINING, NON-FRIABLE, CATEGORY 1,

12"X12" VFT, GRAY (MASTIC ONLY)

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

BID SET

I, THOMAS OLESAK, AM THE COORDINATING

PROFESSIONAL ON THE CONSTRUCT AIR

HANDLING TOWER PROJECT.

HA100

BASEMENT AND SECOND LEVEL

HAZ MAT ASBESTOS

NWIHCS - CONSTRUCT

AIR HANDLING TOWER

OMAHA, NE

636-18-303

05/28/21 LA CM

1/8" = 1'-0"1 BASEMENT LEVEL ASBESTOS ID AND ABATEMENT PLAN

1/8" = 1'-0"2 SECOND LEVEL ASBESTOS ID AND ABATEMENT PLAN

Revisions: Date:

EXIT

BRE

ROO

STOR

CRS

66A BLOWER/DRYER

CLEAN

TABLE

G

HTO

#6

FE

OAV

OAV

A

E

STOR

FE

HAZARDOUS MATERIALS LEGEND

ASBESTOS CONTAINING THERMAL INSUL MAY EXIST ON MECH

LINES INSIDE FINISHED INTERIOR WALLS AND CEILINGS

NOTE: NOT ALL SYMBOLS MAY BE USED ON EACH PLAN

ASBESTOS CONTAINING, NON-FRIABLE, CATEGORY 1,

RESIDUAL BLACK HALLWAY FLOORING MASTIC

ASBESTOS CONTAINING, NON-FRIABLE, CATEGORY 1,

12"X12" VFT & MASTIC, WHITE W/ BLACK & RED SPOTTED

ASBESTOS CONTAINING, NON-FRIABLE, CATEGORY 1,

12"X12" VFT, WHITE W/ YELLOW SPOTTED (MASTIC ONLY)

ASBESTOS CONTAINING, NON-FRIABLE, CATEGORY 1,

9" X 9" VFT & MASTIC, WHITE W/ DARK BROWN

ASBESTOS CONTAINING, NON-FRIABLE, CATEGORY 1,

9" X 9" VFT & MASTIC

AREA REQUIRES ASBESTOS ABATEMENT

ASBESTOS CONTAINING, NON-FRIABLE, CATEGORY 1,

12"X12" VFT, GRAY (MASTIC ONLY)

GENERAL NOTES - HAZ MATERIALS

1. THE INTENT OF THE HAZARDOUS MATERIAL ASBESTOS PLANS IS TO IDENTIFY LOCATIONS OF KNOWN ASBESTOS CONTAINING MATERIALS WITHIN OR IMMEDIATELY ADJACENT TO AREAS OF WORK FOR THIS

PROJECT AND NOTED AREAS THAT WILL REQUIRE ABATEMENT.

2. REFER TO THE VA PROVIDED FACILITY WIDE ASBESTOS PLANS, PROVIDED TO ANDERSON ENGINEERING

ON SEPTEMBER 13TH, 2020 INCLUDED AS AN ATTACHMENT TO THE SPECIFICATIONS.

3. REFER TO SPECIFICATION SECTION 028213.13 GLOVEBAG ASBESTOS ABATEMENT AND 028333.13

LEAD-BASED PAINT REMOVAL AND DISPOSAL.

4. NO LEAD CONTAINING MATERIALS HAVE BEEN IDENTIFIED BY THE OWNER OR ARCHITECT AT THE TIME

THESE DOCUMENTS WERE CREATED. NO KNOWN LEAD CONTAINING MATERIALS ARE PRESENT OR

ANTICIPATED TO REQUIRE REMOVAL/DISPOSAL AT THIS TIME. CONTRACTOR TO NOTIFY THE VA IF ANY

DISCOVERIES OF LEAD CONTAINING MATERIALS ARE IDENTIFIED IN THE FIELD.

SPECIFICATION 028333.13 HAS BEEN PROVIDED IN THE EVENT SUCH MATERIAL IS DISCOVERED DUE TO

THE AGE OF THE ORIGINAL BUILDING.

5. NO KNOWN HAZARDOUS MATERIAL IN PROJECT VICINITY ON LEVELS ONE, FOUR, FIVE, SIX, SEVEN, AND TEN.

INTERACTION WITH OR ASBESTOS ABATEMENT EFFORTS ARE NOT ANTICIPATED ON THESE LEVELS. NO

HAZARDOUS PLANS PROVIDED FOR THESE LEVELS FOR THIS REASON.

FUTURE

MECHANICAL

EXIST

STORAGE

EXIST TRAY

MAKEUP

EXIST DISH

WASHING

EXIST

FREEZER

3062E

EXISTING

COOLERS

EXIST

OFFICE

EXIST

COOLER

3062D

EXIST

STORAGE

3062F

EXIST

FREEZER

3062B

EXIST STAIR

CORRIDOR

3062C

EXIST

STORAGE

3062A

EXIST

OFFICE

NEW DOOR THRESHOLD AT EXIST

FLOORING. NO ASBESTOS

ABATEMENT REQUIRED AT NEW

THRESHOLD. DO NOT REMOVE EXIST

VFT TILE.

EXIST

PATIENT

SAFETY 8014

EXIST

LOBBY

EXIST

OFFICE

EXIST OP

NUTRITION

OFFICE

EXIST STAIR

8C305

EXIST

SCOPE

CLEAN

EXIST GI

PROCED

EXIST GI

PROCED

EXIST

BREAK RM

EXIST

KITCHEN

EXIST SPD

STORAGE

EXIST WAIT

EXIST STOR

NO ASBESTOS ABATEMENT

REQUIRED AT NEW THRESHOLD. DO

NOT REMOVE EXIST VFT TILE.

ALT DEDUCT #1:

OMIT CONSTRUCTION OF THE SEVENTH FLOOR; ROOF LEVEL AT SEVENTH FLOOR.

REFER TO AE208 FOR THE REVISED SCOPE OF WORK APPLICABLE TO THE SEVENTH FLOOR

LEVEL. THE SCOPE OF WORK FOR THE FIFTH AND SIXTH FLOOR REMAINS UNCHANGED. NO

PROJECT SCOPE OF WORK REQUIRED ON THE EIGHTH FLOOR.

ALT DEDUCT #2:

OMIT CONSTRUCTION OF THE SIXTH AND SEVENTH FLOORS; ROOF LEVEL AT SIXTH FLOOR.

REFER TO AE208 FOR THE REVISED SCOPE OF WORK APPLICABLE TO THE SIXTH FLOOR

LEVEL. NO PROJECT SCOPE OF WORK REQUIRED ON THE SEVENTH OR EIGHTH FLOOR.

ALT DEDUCT #3:

OMIT CONSTRUCTION OF THE FIFTH, SIXTH AND SEVENTH FLOORS; ROOF LEVEL AT FIFTH

FLOOR. REFER TO AE208 FOR THE REVISED SCOPE OF WORK APPLICABLE TO THE FIFTH

FLOOR LEVEL. NO PROJECT SCOPE OF WORK REQUIRED ON THE SIXTH, SEVENTH OR EIGHTH

FLOOR.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

BID SET

I, THOMAS OLESAK, AM THE COORDINATING

PROFESSIONAL ON THE CONSTRUCT AIR

HANDLING TOWER PROJECT.

HA103

THIRD AND EIGHTH LEVEL HAZ

MAT ASBESTOS

NWIHCS - CONSTRUCT

AIR HANDLING TOWER

OMAHA, NE

636-18-303

05/28/21 LA CM

1/8" = 1'-0"1 THIRD LEVEL ASBESTOS ID AND ABATEMENT PLAN

1/8" = 1'-0"2 EIGHTH LEVEL ASBESTOS ID AND ABATEMENT PLAN

Revisions: Date: