Addendum 1.pdf

July 10, 2020

ADDENDUM 1

Attached Drawings

1. G-001: Alternate summary removed.

2. CD101: Alternate plan removed.

3. CS101: Alternate plan removed and concrete hatch removed from keynote 7 area.

4. CG101: Alternate plan removed.

5. CP101: Alternate plan removed.

6. AD102: Alternate note removed and ceiling demo scope added.

7. AE201: Alternate note removed.

8. IN102: CT030 removed from equipment schedule.

9. IN104: Keynote 8 removed and Keynote 15 added.

10. EL101: Adjusted lighting fixture schedule and associated keynotes. Added conduit keynote.

11. TF101: Alternates legend removed.

Attached Specifications

12. 000110 TABLE OF CONTENTS: Section 105113 added and section 117300 removed.

13. 101400 SIGNAGE: Schedule and drawings at end of section are replaced with the attached schedule and drawings.

14. 102800 TOILET, BATH, AND LAUNDRY ACCESSORIES: Paragraph 2.9 Diaper Changing

Station added. Subsequent paragraphs renumbered accordingly.

15. 105113 METAL LOCKERS: New section added.

16. 230541 NOISE AND VIBRATION CONTROL FOR HVAC PIPING AND EQUPMENT: Section replaced in its entirety.

17. 281000 ACCESS CONTROL, VIDEO MANAGEMENT, VEHICLE INDENTIFICATION SYSTEMS,

SOFTWARE AND DATABASE MANAGEMENT: Section replaced in its entirety.

Miscellaneous

18. Reference attached detail obtained from the VA Technical Information Library for construction of 36” bronze seal indicated on drawing sheets AE103 and IN104. This is to be provided by the Contractor as part of the scope of work. Existing floor slab to be prepared so that seal will be set flush to adjacent flooring.

19. Geotechnical report is attached.

212 N. CRAWFORD AVE.

NORMAN, OK. 73069

VETERANS

HEALTH

ADMINISTRATION

U.S. Department of Veterans Affairs

US ROUTE 400

IN

T

E R

S T

A T

E

HWY 96

IN

TERSTATE 35

US ROUTE 400

E WATERMAN ST

E KELLOGG DR N

S E

D G

E M

O O

R S

T

ROBERT J. DOLE

VA MEDICAL

CENTER

N

O L

IV

E R

ROBERT J. DOLE VA MEDICAL CENTER & REGIONAL OFFICE

CENTER

RENOVATE FOR RELOCATION OF ONCOLOGY, HEMATOLOGY

AND DIALYSIS 1ST FLOOR, WICHITA, KS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Robert J. Dole VA

Medical Center &

Regional Office Center

Wichita, KS

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

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CONSULTANT

B

IM

/1

-V A

W

IC

H

IT

A /V

A

W ic h it a

C e n tr a l.

rv t

/2

/2

:5

:3

P

M

G-001

COVER SHEET AND SHEET INDEX

Prime Architects

212 N Crawford Ave

Norman, OK 73069

866.226.8071

Gene Lavastida, Owner

RENOVATE FOR RELOCATION OF

ONCOLOGY, HEMATOLOGY, AND

DIALYSIS 1ST FLOOR

WICHITA, KS

589A7-19-401

Building 1

Conrad Pierce General Engineer/COR

2020.05.15 BJM JRC

VICINITY MAP

ALTERNATE SUMMARY:

ALTERNATE NO. 1: DELETE REQUIREMENT FOR PANIC FOBS.

ALTERNATE NO. 2: EXISTING VESTIBULE TO REMAIN. DEMO AND MODIFY PORTIONS ONLY AS

NEEDED TO ACCOMMODATE EXPANSION OF VESTIBULE AS INDICATED ON

BASE BID DOCUMENTS.

ALTERNATE NO. 3: DELETE PLACEMENT OF BOLLARDS ACROSS DROP OFF DRIVE. DEMO AND

REMOVE DROP OFF DRIVE AND REPLACE WITH SOD TO THE EXTENT

INDICATED ON DRAWINGS.

SHEET INDEX

SHEET NO. SHEET NAME

M601 MECHANICAL SCHEDULES SHEET

M602 MECHANICAL CONTROLS SHEET

M603 MECHANICAL CONTROLS SHEET

M604 MECHANICAL AIR BALANCE

ELECTRICAL

EA001 ELECTRICAL NOTES, LEGENDS & ABBREVIATIONS

ED101 ELECTRICAL LIGHTING DEMO SHEET

ED102 ELECTRICAL POWER & FIRE DEMO SHEET

EL101 ELECTRICAL LIGHTING PLAN

EP101 ELECTRICAL POWER PLAN

EP102 ELECTRICAL SCHEDULES SHEET

EP103 ELECTRICAL PWR PLAN - ELEVATIONS

EP104 ELECTRICAL PWR PLAN - ELEVATIONS

EP105 ELECTRICAL DETAILS SHEET

ES101 ELECTRICAL FIRE ALARM PLAN

TELECOMMUNICATIONS

TD101 TECHNOLOGY DEMO SHEET

TF100 TECHNOLOGY SITE PLAN

TF101 TECHNOLOGY FLOOR PLAN

TF102 TECHNOLOGY FLOOR PLAN - CABLE RUN LAYOUT

TF301 TECHNOLOGY ENLARGED PLAN

TF400 TECHNOLOGY NOTES AND LEGENDS

TF501 TECHNOLOGY DETAILS

TF502 TECHNOLOGY DETAILS

TF503 TECHNOLOGY DETAILS

TF504 TECHNOLOGY DETAILS

TF505 TECHNOLOGY DETAILS

TF506 TECHNOLOGY DETAILS

TF600 TECHNOLOGY SCHEDULES

SHEET INDEX

SHEET NO. SHEET NAME

INTERIORS

IN101 FIRST FLOOR LOBBY ANNOTATION PLAN

IN102 EQUIPMENT / INTERIOR ANNOTATION PLAN

IN103 FIRST FLOOR PATTERN PLAN

IN104 FIRST FLOOR SIGNAGE PLAN

IN201 INTERIOR ELEVATIONS

IN202 INTERIOR ELEVATIONS

IN203 INTERIOR ELEVATIONS

IN210 INTERIOR SECTIONS & DETAILS

IN501 ROOM FINISH SCHEDULE / TRANSITION DETAILS

FIRE PROTECTION

FA001 FIRE PROTECTION LEGEND & DETAILS

FD101 FIRE PROTETCTION - DEMOLITION - FIRST FLOOR

FA101 FIRE PROTECTION PLAN FIRST FLOOR

PLUMBING

PA001 PLUMBING LEGENDS, SYMBOLS & ABBREVIATIONS

PD100 PLUMBING PLAN BASEMENT DEMOLITION

PD101 PLUMBING PLAN FIRST FLOOR DEMOLITION

PL101 PLUMBING PLAN FIRST FLOOR - OVERALL

PL102 PLUMBING PLAN BASEMENT

PL103 PLUMBING PLAN - FIRST FLOOR

PL501 PLUMBING DETAILS

PL901 PLUMBING ISOMETRICS

MECHANICAL

M001 MECHANICAL NOTES, LEGENDS & ABBREVIATIONS

MD111 MECHANICAL DUCTWORK DEMOLITION PLAN - BASEMENT

MD112 MECHANICAL DUCTWORK DEMOLITION PLAN - FIRST FLOOR

MD122 MECHANICAL PIPING DEMOLITION PLAN - FIRST FLOOR

MH101 MECHANICAL DUCTWORK PLAN - BASEMENT

MH102 MECHANICAL DUCTWORK PLAN - FIRST FLOOR

MP102 MECHANICAL PIPING PLAN - FIRST FLOOR

M501 MECHANICAL DETAILS SHEET

M502 MECHANICAL DETAILS SHEET

SHEET INDEX

SHEET NO. SHEET NAME

GENERAL

G-001 COVER SHEET AND SHEET INDEX

G-101 LIFE SAFETY PLAN

CIVIL

CD101 EXISTING, DEMOLITION & STORM WATER POLLUTION

PREVENTION PLAN

CS101 SITE PLAN

CG101 GRADING PLAN

CP101 PAVING PLAN

CP501 SITE DETAILS

STRUCTURAL

S001 GENERAL NOTES

S002 SPECIAL INSPECTIONS

S003 3-D VIEW

S101 FOUNDATION AND FRAMING PLAN

S501 FOUNDATION DETAILS

S502 FOUNDATION DETAILS

S521 FRAMING DETAILS

ARCHITECTURAL

A-001 ARCHITECTURAL ABBREVIATIONS

A-002 SYMBOLS, MOUNTING HEIGHTS

A-003 WALL PARTITIONS

AD102 FIRST FLOOR DEMOLITION PLAN

AE101 OVERALL FIRST FLOOR PLAN

AE102 FIRST FLOOR DIMENSION PLAN

AE103 FIRST FLOOR ANNOTATION PLAN

AE110 ROOF PLAN - VESTIBULE

AE201 BUILDING ELEVATIONS

AE301 BUILDING SECTIONS

AE302 WALL SECTIONS / PLAN DETAILS

AE501 DOOR SCHEDULE / DOOR AND WINDOW DETAILS

AE502 EXTERIOR WINDOW ELEVATIONS

AC101 FIRST FLOOR CEILING PLAN

Revisions: Date:

5/15/20

ADDENDUM 1 7/10/20

EXIST. BLDG.

EXIST. BLDG.

EXIST. BLDG.

EXIST.

CONC.

AREA

EROSION CONTROL AND STORMWATER MANAGEMENT

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

CONSTRUCTION

DOCUMENTS

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 A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

STAMP

MENDEZ NGINEERING

Registration # E-3154 12950 Country Parkway, Suite 120 San Antonio, Texas 78216 Office: 210-802-0808 www.MendezEngineering.com

E

RENOVATE FOR RELOCATION OF

ONCOLOGY, HEMATOLOGY, AND

DIALYSIS 1ST FLOOR

WICHITA, KS

589A7-19-401

Building 1

2020.05.15 DTC JRC

Gene Lavastida, Owner 866.226.8071 Norman, OK 73069 212 N Crawford Ave Prime Architects A/E:

Conrad Pierce General Engineer/COR

Date: 7/10/20Revisions:

Robert J. Dole VA Medical Center &

Regional Office Center Wichita, KS

7/10/2020

-1' - 6"

PROJECT

LIMITS

KEY MAP

N.T.S.

ADDENDUM 1

EXISTING, DEMOLITION & STORM WATER

POLLUTION PREVENTION PLAN

CONTRACTOR TO EXERCISE EXTREME CAUTION WHEN WORKING

UNDER AND / OR AROUND OVERHEAD ELECTRIC LINES. CONTRACTOR

SHALL COORDINATE WITH LOCAL ELECTRIC/UTILITY COMPANY TO

ESTABLISH THE MAXIMUM WORKING HEIGHT FROM GROUND

ELEVATION. COORDINATE ALL WORK WITH LOCAL ELECTRIC/UTILITY

COMPANY.

CAUTION ! ! !

THE LOCATIONS AND DEPTHS OF EXISTING UTILITIES, INCLUDING

SERVICE LATERALS AND DRAINAGE STRUCTURES SHOWN ON THE

PLANS ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL VERIFY

THE EXACT LOCATION AND DEPTHS OF UNDERGROUND UTILITIES AT

LEAST 48 HOURS PRIOR TO CONSTRUCTION WHETHER SHOWN ON

PLANS OR NOT, AND TO PROTECT THE SAME DURING CONSTRUCTION.

NOTE:

CONTRACTOR IS NOT TO IMPEDE OR OBSTRUCT, THE FLOW OF ANY

FIRE AND EMERGENCY VEHICLES WITH CONSTRUCTION MATERIALS

AND VEHICLES DURING THE DURATION OF CONSTRUCTION.

NOTE:

CD101

STAGING AND STORAGE AREA

INSTALL SILT FENCE 2' FROM PROPERTY LINE

(REF. SITE DETAILS SHT CP501 DETAIL #1)

KEYNOTES

EASEMENT / SETBACK LINE

EXISTING CONTOUR ELEVATIONS

LIMITS OF CONSTRUCTION /

DISTURBANCE

TEMPORARY SILT FENCE

LIMITS OF TEMPORARY PARKING,

STORAGE, SPOILS, AND STAGING

AREA.

NOTES:

1. CONTRACTOR SHALL COMPLY WITH THE LATEST STANDARD OF OSHA DIRECTIVES OR

LOCAL AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING

PROCEDURES. THE CONTRACTOR SHALL USE SUPPORT SYSTEMS, SLOPING, BENCHING

AND OTHER MEANS OF PROTECTION. THIS IS TO INCLUDE BUT NOT LIMITED TO ACCESS

AND EGRESS FROM ALL EXCAVATION AND TRENCHING. CONTRACTOR IS RESPONSIBLE

TO COMPLY WITH PERFORMANCE CRITERIA FOR OSHA. ALL TREES WITHIN PROJECT

LIMITS SHALL BE PROTECTED, SEE SHEET CP501 FOR DETAILS.

2. PROVIDE BAGGED GRAVEL INLET FILTERS AT ALL EXPOSED DRAINAGE STRUCTURES.

3. SOIL DISTURBANCES WILL OCCUR OVER MAJORITY OF THE SITE.

4. LOCATIONS OF MAJOR STRUCTURAL AND NON STRUCTURAL CONTROLS ARE LABELED.

5. THESE ARE THE TEMPORARY AND PERMANENT BEST MANAGEMENT PRACTICES.

6. SOIL STABILIZATION PRACTICES SHALL OCCUR OVER THE ENTIRE SITE WITH THE USE

OF PAVEMENT, BUILDINGS, SIDEWALKS, GRASS SOD, GRASS SEEDING AND MULCH.

7. THERE ARE NO LOCATIONS WHERE STORMWATER DISCHARGES TO SURFACE WATER.

8. CONTRACTOR TO ADJUST LOCATIONS OF STABILIZED CONSTRUCTION ENTRANCE/EXIT

AND/OR CONSTRUCTION STAGING AREA AND WASHOUT PIT AS NECESSARY TO

SUPPORT CONSTRUCTION.

9. THE CONTRACTOR IS RESPONSIBLE FOR ALL DE-WATERING, PUMPING AND

TREATMENT OF WATER. NO WATER FROM ANY CONSTRUCTION WORK SHALL BE

RELEASED DOWNSTREAM OR INTO STORM SYSTEMS WITHOUT FIRST BEING TREATED

OR HAVING SEDIMENT, OILS OR OTHER POLLUTANTS REMOVED IN ACCORDANCE WITH

THE STORM WATER POLLUTION PREVENTION PLAN.

10. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICAL IN PORTIONS

OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR

PERMANENTLY CEASED, BUT IN NO CASE MORE THAN 14 DAYS AFTER THE

CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR

PERMANENTLY CEASED. WHERE THE INITIATION OF STABILIZATION MEASURES BY THE

14TH DAY DAY AFTER CONSTRUCTION ACTIVITY TEMPORARILY OR PERMANENTLY

CEASE IS PRECLUDED BY WEATHER CONDITIONS, STABILIZATION MEASURES SHALL BE

BE INITIATED AS SOON AS PRACTICAL. WHERE CONSTRUCTION ACTIVITY ON A PORTION

OF THE SITE IS TEMPORARILY CEASED, AND EARTH DISTURBING ACTIVITIES WILL NOT

BE RESUMED WITHIN 21 DAYS, TEMPORARY STABILIZATION DO NOT HAVE TO BE

INITIATED ON THAT PORTION OF THE SITE. IN AREAS EXPERIENCING DROUGHTS

WHERE THE INITIATION OF STABILIZATION MEASURES B THE 14TH DAY AFTER

CONSTRUCTION ACTIVITY HAS TEMPORARILY OR PERMANENTLY CEASED IS

PRECLUDED BY SEASONAL ARID CONDITIONS, STABILIZATION MEASURES SHALL BE

INITIATED AS SOON AS PRACTICAL.

11. THIS SHEET IS FOR INCLUSION IN THE OPERATOR'S OVERALL STORMWATER

POLLUTION PREVENTION PAN AND GENERAL PERMIT TXR 150000 PACKAGE. THIS

SHEET SHOULD NOT BE CONSIDERED TO BE THE ENTIRE STORMWATER POLLUTION

PREVENTION PLAN.

12. GENERAL CONTRACTOR IS RESPONSIBLE FOR SUBMITTING THE KDHE NOTICE OF

INTENT (NOI) AND NOTICE OF TERMINATION (NOT) UNDER THE NPDES CONSTRUCTION

GENERAL PERMIT XXX-XXXXXX.

1. IT IS UNLAWFUL FOR ANY GENERAL CONTRACTOR, SUBCONTRACTOR OR OWNER TO

PERMIT, OR CAUSE TO BE PERMITTED, EROSION OF MATERIAL FROM A

CONSTRUCTION SITE.

2. ALL CONSTRUCTION-RELATED VEHICLE PARKING AND ACTIVITY (INCLUDING

EMPLOYEE PERSONAL VEHICLES AND DELIVERY VEHICLES) MUST BE LOCATED

WITHIN THE LIMITS OF CONSTRUCTION, WITH APPROPRIATE CONTROLS, OR

DESIGNATED PARKING/ACCESS ON APPROVED SURFACES OUTSIDE THE LIMITS OF

CONSTRUCTION.

3. CERTAIN EROSION CONTROL MEASURES IDENTIFIED BY THE CITY OF WICHITA ARE TO

BE EMPLOYED TO PREVENT EROSION; HOWEVER, THESE ARE ONLY MINIMUM

STANDARDS.

4. IN THE EVENT OF UNUSUAL SITE CONDITIONS ALONG ANY WATER FEATURES OR

WEATHER RELATED EVENTS,MORE STRINGENT REQUIREMENTS MAY BE NECESSARY

(ON-SITE OR OFF) TO MAINTAIN EROSION CONTROL.

5. THE OWNER OR THEIR DESIGNEE IS RESPONSIBLE FOR ALL CHANGES, UPGRADES

AND CONTINUED MAINTENANCE OF ALL EROSION CONTROL AND STORMWATER

MANAGEMENT FEATURES AT ALL TIMES.

6. EROSION CONTROL MEASURES AND STORMWATER MANAGEMENT PRACTICES WILL

BE INSPECTED BY THE CITY OF WICHITA PRIOR TO AND DURING THE CONSTRUCTION

PROCESS.

7. ALL DESIGNS TO PREVENT THE EROSION OF SOIL AND DEBRIS FROM THE

CONSTRUCTION SITE OR SURROUNDING AREAS DAMAGED BY CONSTRUCTION SHALL

BE MAINTAINED BY THE CONTRACTOR DURING CONSTRUCTION.

8. SITE WORK PERMITTED BY THE SITE PREPARATION PERMIT AND WORK PERMITTED

BY A DEMOLITION PERMIT CANNOT BEGIN UNTIL EROSION CONTROL AND TREE

PROTECTION MEASURES ARE IN PLACE.

9. DOWNSTREAM STORM DRAIN INLETS WITHIN 200 FOOT OF ANY PERMITTED

CONSTRUCTION AREA MUST BE PROTECTED PER DETAIL.

10. DEWATERING PRACTICES MUST COMPLY WITH EPA 2012 CONSTRUCTION GENERAL

PERMIT, SECTION 2.1.3.4., AS APPLICABLE.

11. THE CONTRACTOR OR OWNER MUST HAVE A DESIGNATED PERSON RESPONSIBLE

FOR CONTINUOUS (24 HOURS) MONITORING EROSION CONTROL MEASURES TO

ENSURE THAT ALL FEDERAL, STATE, & LOCAL LAWS AND REGULATIONS ARE BEING

COMPLIED WITH. THIS PERSON SHALL BE RESPONSIBLE FOR ALL REQUIRED FORMS

AND DOCUMENTATION TO MEET REGULATIONS OF THE EPA AND NPDES GENERAL

PERMIT.

12. DO NOT WASH, SWEEP OR OTHERWISE CAUSE CONSTRUCTION SOIL OR DEBRIS TO

BE DEPOSITED INTO ANY OFF-SITE STORMWATER DRAINAGE OR CONVEYANCE

SYSTEM.

CAUTION:

CONTRACTOR TO VERIFY ALL EXISTING UTILITIES VERTICALLY AND

HORIZONTALLY PRIOR TO CONSTRUCTION. CONTRACTOR TO NOTIFY

THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. THE ENGINEER

ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE LOCATION

OF UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR AVOIDING ALL EXISTING UTILITIES BY CALLING 811

FOR LOCATION OF ALL UTILITIES, AT LEAST 2 WORKING DAYS PRIOR

TO BEGINNING CONSTRUCTION. ANY DAMAGE TO EXISTING UTILITIES

SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND THE

REPAIR SHALL BE AT THE CONTRACTOR'S SOLE EXPENSE WHETHER

THE UTILITY IS SHOWN ON THESE PLANS OR NOT.

TRENCH EXCAVATION SAFETY PROTECTION:

CONTRACTOR AND/OR CONTRACTOR'S INDEPENDENTLY RETAINED

EMPLOYEE OR STRUCTURAL

DESIGN/GEOTECHNICAL/SAFETY/EQUIPMENT CONSULTANT, IF ANY,

SHALL REVIEW THESE PLANS, AVAILABLE GEOTECHNICAL

INFORMATION, AND THE ANTICIPATED INSTALLATION SITE(S) WITHIN

THE PROJECT WORK AREA IN ORDER TO IMPLEMENT CONTRACTOR'S

TRENCH EXCAVATION SAFETY PROTECTION SYSTEMS, PROGRAMS

AND/OR PROCEDURES. THE CONTRACTOR'S IMPLEMENTATION OF THE

SYSTEMS, PROGRAMS AND/OR PROCEDURES SHALL PROVIDE FOR

ADEQUATE TRENCH EXCAVATION SAFETY PROTECTION THAT

COMPLIES WITH, AS A MINIMUM, OSHA STANDARDS FOR TRENCH

EXCAVATIONS. SPECIFICALLY, CONTRACTOR AND/OR CONTRACTOR'S

INDEPENDENTLY RETAINED EMPLOYEE OF SAFETY CONSULTANT

SHALL IMPLEMENT A TRENCH SAFETY PROGRAM IN ACCORDANCE

WITH OSHA STANDARDS GOVERNING THE PRESENCE AND ACTIVITIES

OF INDIVIDUALS WORKING IN AND AROUND TRENCH EXCAVATION.

CONCRETE REMOVAL

EXISTING CONCRETE FILLED METAL

BOLLARDS

3 BEGINNING/END OF CURB REMOVAL

4 REMOVAL OF EXISTING CROSSWALK METAL SIGN POST WITH CONCRETE FOOTING

LEGEND

ADDENDUM 1 - REMOVED ALTERNATE DETAIL 7/10/20

PUBLIC

CORRIDOR

LOBBY

VESTIBULE RAMP DOWN

EXIST.

BLDG.

EXIST.

BLDG.

EXIST.

BLDG.

ACCESSIBLE

VESTIBULE

EXIST. SIDEWALK

ELEVATOR

R A

M P

D O

W N

NOT A WALKWAY

NOT A WALKWAY

NOT A WALKWAY

NOT A WALKWAY

4'

TYP.

8 8

4'

TYP.

EXIST. ASPHALT

TO REMAIN

±3'

TYP.

±2 .0

7.

2'

6.3'

4'

5.4'

6'

6'

6'

2.

2'

2'

40' 2'

6' 6'

.6

.6

±3'

TYP.

11 11

BOLLARDS @ 4' O.C.

BOLLARDS @ 4' O.C.

EXIST. CONCRETE

TO REMAIN

EXIST. CONCRETE

TO REMAIN

SEE ARCHITECTURAL

PLANS FOR CONTINUATION

INSTALL NEW SIDEWALK AT END

OF NEW STAIRS & ATTACH TO

EXIST. SIDEWALK. MATCH

ELEVATIONS.

HAZARD STRIPES

NO STOPPING OR STANDING "HAZARD STRIPES".

PERMANENTLY PAINTED (WHITE) ON PAVEMENT

UNDER THE ARM.

PEDESTRIAN ALERT WARNING

"NOT WALKWAY" PAVEMENT MARKING FACING

BOTH DIRECTIONS, PERMANENTLY PAINTED

(WHITE) ON PAVEMENT.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

CONSTRUCTION

DOCUMENTS

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 A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

STAMP

MENDEZ NGINEERING

Registration # E-3154 12950 Country Parkway, Suite 120 San Antonio, Texas 78216 Office: 210-802-0808 www.MendezEngineering.com

E

RENOVATE FOR RELOCATION OF

ONCOLOGY, HEMATOLOGY, AND

DIALYSIS 1ST FLOOR

WICHITA, KS

589A7-19-401

Building 1

2020.05.15 DTC JRC

Gene Lavastida, Owner 866.226.8071 Norman, OK 73069 212 N Crawford Ave Prime Architects A/E:

Conrad Pierce General Engineer/COR

Date: 7/10/20Revisions:

Robert J. Dole VA Medical Center &

Regional Office Center Wichita, KS

7/10/2020

-1' - 6"

PROJECT

LIMITS

KEY MAP

N.T.S.

ADDENDUM 1

SITE PLAN

LEGEND

EASEMENT LINE

EXISTING CURB

EXISTING OVERHEAD ELECTRIC LINE

EXISTING UTILITY POLE

EXISTING FIRE HYDRANT

EXISTING WASTEWATER LINE

EXISTING WATER LINE

NOTE:

ALL DRIVE APPROACHES IN THE RIGHT OF WAY SHALL BE IN COMPLIANCE WITH CURRENT

KANSAS ACCESSIBILITY STANDARDS AND CITY OF WICHITA DESIGN STANDARDS PRIOR TO

FINAL INSPECTION APPROVAL.

NOTES:

1. ALL ITEMS ARE TO BE FURNISHED & INSTALLED BY CONTRACTOR. REFERENCE

CONSTRUCTION DETAILS SHEETS FOR ADDITIONAL INFORMATION.

2. CONTRACTOR SHALL FORM SIDEWALKS AND VERIFY SLOPES PRIOR TO POURING

CONCRETE. CONTRACTOR SHALL ENSURE THAT CROSS SLOPES ARE NO GREATER

THAN 2% ALONG THE ACCESSIBLE ROUTE AND RUNNING SLOPE IS NO GREATER THAN

5%, UNLESS THE RUNNING SLOPE MATCHES THE EXISTING STREET SLOPE. IF ANY

DISCREPANCY ARISES, CONTRACTOR SHALL CONTACT ENGINEER FOR SOLUTION.

3. LIMITS OF CONSTRUCTION ARE SHOWN ON THE EROSION & SEDIMENTATION CONTROL

PLAN(S).

CAUTION:

CONTRACTOR TO VERIFY ALL EXISTING UTILITIES VERTICALLY AND HORIZONTALLY PRIOR

TO CONSTRUCTION. CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY OF ANY

DISCREPANCIES.

THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE LOCATION OF

UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AVOIDING ALL

EXISTING UTILITIES BY CALLING 811 FOR LOCATION OF ALL UTILITIES, AT LEAST 2 WORKING

DAYS PRIOR TO BEGINNING CONSTRUCTION.

NOTES:

1. CONTRACTOR SHALL BE REQUIRED TO LOCATE ALL PUBLIC OR PRIVATE UTILITIES

INCLUDING BUT NOT LIMITING TO: WATER, SEWER, TELEPHONE AND FIBER OPTIC

LINES, SITE LIGHTING ELECTRIC, SECONDARY ELECTRIC, PRIMARY ELECTRICAL

DUCTBANKS, LANDSCAPE IRRIGATION FACILITIES, AND GAS LINES. ANY UTILITY

CONFLICTS THAT ARISE SHOULD BE COMMUNICATED TO THE ENGINEER IMMEDIATELY

AND PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL CONTACT 811 A MINIMUM OF

48 HOURS PRIOR TO THE START OF CONSTRUCTION. ANY DAMAGE TO EXISTING

UTILITIES SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND THE REPAIR

SHALL BE AT THE CONTRACTOR'S SOLE EXPENSE WHETHER THE UTILITY IS SHOWN ON

THESE PLANS OR NOT.

2. CONTRACTOR TO EXERCISE EXTREME CAUTION WHEN WORKING UNDER AND/OR

AROUND OVERHEAD ELECTRIC LINES. CONTRACTOR SHALL COORDINATE WITH LOCAL

ELECTRIC/UTILITY COMPANY TO ESTABLISH THE MAXIMUM WORKING HEIGHT FROM

GROUND ELEVATION.

3. THE LOCATIONS AND DEPTHS OF EXISTING UTILITIES, INCLUDING SERVICE LATERALS

AND DRAINAGE STRUCTURES SHOWN ON PLANS ARE APPROXIMATE ONLY. THE

CONTRACTOR SHALL VERIFY THE EXACT LOCATION AND DEPTHS OF UNDERGROUND

UTILITIES AT LEAST 48 HOURS PRIOR TO CONSTRUCTION WHETHER SHOWN ON PLANS

OR NOT, AND PROTECT THE SAME DURING CONSTRUCTION.

4. CONTRACTOR TO CONTACT PROJECT MANAGER PRIOR TO COMMENCEMENT OF SITE

WORK FOR TREE INSPECTION.

5. REFERENCE SHEET CD101 FOR DETAILS AND SPECIFICATIONS OF THE TEMPORARY

BMP MEASURES FOR THE SITE.

6. ALL ITEMS ARE TO BE FURNISHED & INSTALLED BY CONTRACTOR. REFERENCE

CONSTRUCTION DETAILS SHEETS FOR ADDITIONAL INFORMATION.

7. LIMITS OF CONSTRUCTION ARE SHOWN ON THE EROSION & SEDIMENTATION CONTROL

PLAN(S).

ROW

SEE ARCHITECTS PLANS FOR LOCATIONS OF DOOR WAY LANDINGS. (SHT. S101)

INSTALL SIDEWALK ADA RAMP PER VA SPEC., SEE SHT. S101

APPLY ADA STRIPPING DENOTING 6' WIDE CONCRETE SIDEWALK

INSTALL NEW CONCRETE CURB SEE DETAIL SHT. CP501 DETAIL#5

CS101

NEW ADA RAMP TO MATCH EXIST. PAVEMENT ELEVATION, SEE SHT. CP501 DETAIL #7

MATCH EXISTING MOUNTABLE CURBS.

EXIST. CANOPY

EXIST. CANOPY

TRENCH EXCAVATION SAFETY PROTECTION:

CONTRACTOR AND/OR CONTRACTOR'S INDEPENDENTLY RETAINED EMPLOYEE OR

STRUCTURAL DESIGN/GEOTECHNICAL/SAFETY/EQUIPMENT CONSULTANT, IF ANY, SHALL

REVIEW THESE PLANS, AVAILABLE GEOTECHNICAL INFORMATION, AND THE ANTICIPATED

INSTALLATION SITE(S) WITHIN THE PROJECT WORK AREA IN ORDER TO IMPLEMENT

CONTRACTOR'S TRENCH EXCAVATION SAFETY PROTECTION SYSTEMS, PROGRAMS AND/OR

PROCEDURES. THE CONTRACTOR'S IMPLEMENTATION OF THE SYSTEMS, PROGRAMS

AND/OR PROCEDURES SHALL PROVIDE FOR ADEQUATE TRENCH EXCAVATION SAFETY

PROTECTION THAT COMPLIES WITH, AS A MINIMUM, OSHA STANDARDS FOR TRENCH

EXCAVATIONS. SPECIFICALLY, CONTRACTOR AND/OR CONTRACTOR'S INDEPENDENTLY

RETAINED EMPLOYEE OF SAFETY CONSULTANT SHALL IMPLEMENT A TRENCH SAFETY

PROGRAM IN ACCORDANCE WITH OSHA STANDARDS GOVERNING THE PRESENCE AND

ACTIVITIES OF INDIVIDUALS WORKING IN AND AROUND TRENCH EXCAVATION.

INSTALL NEW 6" CONCRETE SIDEWALK TO MATCH WIDTH OF NEW STAIRS

& EXTEND TO EXIST. SIDEWALK & MATCH EX. SIDEWALK ELEVATION. SEE

DETAIL SHT. CP501 DETAIL #6

CONTRACTOR TO MATCH EXIST CURB AND GUTTER WITH POSITIVE

FLOW CONFIGURATION.

SAWCUT & REMOVE EXIST. ISLAND CURB, & INSTALL NEW CONCRETE

CURB & 6' WIDE 6" SIDEWALK. SEE DETAIL SHT. CP501 DETAILS #5 & 6

INSTALL 4' TALL, 6" Ø STEEL PIPE, CONCRETE FILLED BOLLARDS AT

4' SPACING. SEE DETAIL SHEET CP501 DETAIL #4.

INSTALL 3' LONG x 2' WIDE x 3' HIGH LIMESTONE BOULDERS AT ±3'

SPACING, ±1.0' OFF SIDEWALK. CONTRACTOR TO COORDINATE

WITH VA PROJECT ADMINISTRATOR FOR MATERIALS AND

SPECIFICS.

INSTALL HEADER CURB ALONG EXISTING PAVEMENT CORRIDOR.

SEE DETAIL SHEET CP501 DETAIL #8.

SEE ARCHITECTS PLANS FOR LOCATIONS OF NEW WINDOW ENCLOSURES.

(SHT. AE 201)

INSTALL NEW 6" CONCRETE SIDEWALK TO MATCH WIDTH OF NEW ADA

RAMP & EXTEND TO EXIST. SIDEWALK & MATCH EX. SIDEWALK

ELEVATION. SEE SHT. CG101.

SEE SHEET TF100 FOR INSTALLATION OF GATE SYSTEM.

ADA STRIPPING

CONCRETE

SOD

SEE ARCHITECTURAL

PLANS FOR CONTINUATION

INSTALL NEW SIDEWALK AT END

OF NEW STAIRS & ATTACH TO

EXIST. SIDEWALK. MATCH

ELEVATIONS. GRADE TO DRAIN

MATCH EXIST. FINISHED

FLOOR ELEVATION - 1360.31

EXIST. ASPHALT

TO REMAIN

EXIST. CONCRETE

TO REMAIN

EXIST. CONCRETE

TO REMAIN

RAMP DOWN

EXIST. SIDEWALK

R A

M P

D O

W N

NOT A WALKWAY

NOT A WALKWAY

NOT A WALKWAY

NOT A WALKWAY

GRADING PLAN

NOTES:

1. ALL ITEMS ARE TO BE FURNISHED & INSTALLED BY CONTRACTOR. REFERENCE

CONSTRUCTION DETAILS SHEETS FOR ADDITIONAL INFORMATION.

2. CONTRACTOR SHALL FORM SIDEWALKS AND VERIFY SLOPES PRIOR TO POURING

CONCRETE. CONTRACTOR SHALL ENSURE THAT CROSS SLOPES ARE NO GREATER

THAN 2% ALONG THE ACCESSIBLE ROUTE AND RUNNING SLOPE IS NO GREATER THAN

5%, UNLESS THE RUNNING SLOPE MATCHES THE EXISTING STREET SLOPE. IF ANY

DISCREPANCY ARISES, CONTRACTOR SHALL CONTACT ENGINEER FOR SOLUTION.

3. LIMITS OF CONSTRUCTION ARE SHOWN ON THE EROSION & SEDIMENTATION CONTROL

PLAN(S).

CAUTION:

CONTRACTOR TO VERIFY ALL EXISTING UTILITIES VERTICALLY AND HORIZONTALLY PRIOR

TO CONSTRUCTION. CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY OF ANY

DISCREPANCIES.

THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE LOCATION OF

UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AVOIDING ALL

EXISTING UTILITIES BY CALLING DIGTESS 811 FOR LOCATION OF ALL UTILITIES, AT LEAST 2

WORKING DAYS PRIOR TO BEGINNING CONSTRUCTION.

EASEMENT LINE

EXISTING CONTOUR ELEVATIONS

PROPOSED CONTOUR ELEVATIONS

BENCH MARK CHISELED SQ. ON SE COR.

LIGHT POLE SOUTH OF BLDG. 1 MAIN

ENTRANCE. (ELEV. = 1354.17')

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

CONSTRUCTION

DOCUMENTS

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 A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

STAMP

MENDEZ NGINEERING

Registration # E-3154 12950 Country Parkway, Suite 120 San Antonio, Texas 78216 Office: 210-802-0808 www.MendezEngineering.com

E

RENOVATE FOR RELOCATION OF

ONCOLOGY, HEMATOLOGY, AND

DIALYSIS 1ST FLOOR

WICHITA, KS

589A7-19-401

Building 1

2020.05.15 DTC JRC

Gene Lavastida, Owner 866.226.8071 Norman, OK 73069 212 N Crawford Ave Prime Architects A/E:

Conrad Pierce General Engineer/COR

Date: 7/10/20Revisions:

Robert J. Dole VA Medical Center &

Regional Office Center Wichita, KS

7/10/2020

-1' - 6"

PROJECT

LIMITS

KEY MAP

N.T.S.

ADDENDUM 1

CG101

NOTES:

1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND BENCHMARK ELEVATIONS

PRIOR TO BEGINNING CONSTRUCTION.

2. ALL WASTE MATERIAL SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND IT

SHALL BE HIS SOLE RESPONSIBILITY TO DISPOSE OF THIS MATERIAL OFF THE LIMITS

OF THE SITE TO A STATE LICENSED LANDFILL. CONTRACTOR WILL BE REQUIRED TO

PROVIDE DOCUMENTATION WHERE DISPOSED MATERIAL IS TAKEN TO. THE OWNER

WILL NOT BE HELD LIABLE FOR WASTE MATERIAL.

3. CONTRACTOR IS REQUIRED TO SET AND VERIFY ALL PROJECT ELEVATIONS PRIOR TO

THE START OF CONSTRUCTION. "MATCH EXISTING" SHALL BE UNDERSTOOD TO

SIGNIFY THE SAME MATERIALS AS WELL AS VERTICAL AND HORIZONTAL ALIGNMENT.

4. GENERAL CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND GRADE

CONDITIONS (BOTH NEW AND EXISTING). HE SHALL REPORT ANY DISCREPANCIES TO

THE ENGINEER AND PROJECT ARCHITECT BEFORE PROCEEDING WITH ANY PHASE OF

THE WORK AS HE WILL BE RESPONSIBLE FOR ALL WORK AS INTENDED BY THE

DRAWINGS AND SPECIFICATIONS.

5. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE RESPONSIBILITY FOR JOB SITE

CONDITIONS DURING THE CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF

ALL PERSONS AND PROPERTY.

6. BARRICADES AND WARNING SIGNS SHALL CONFORM TO THE KANSAS MANUAL ON

UNIFORM TRAFFIC CONTROL DEVICES AND GENERALLY BE LOCATED TO AFFORD

MAXIMUM PROTECTION TO THE PUBLIC AS WELL AS CONSTRUCTION PERSONNEL AND

EQUIPMENT. TRAFFIC FLOW AND ACCESS TO SURROUNDING PROPERTIES SHALL BE

PERSEVERED AT ALL TIMES DURING CONSTRUCTION.

7. ANY EXISTING OFFSITE IMPROVEMENTS OR UTILITIES REMOVED, DAMAGED, OR

UNDERCUT BY CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AS

DIRECTED BY THE ENGINEER AND APPROVED BY THE PROJECT ARCHITECT AT THE

CONTRACTOR'S EXPENSE.

8. CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING TO ITS ORIGINAL OR BETTER

CONDITION ANY DAMAGE DONE TO EXISTING FENCES, CURBS, CONCRETE DRIVEWAYS,

SIDEWALK STRUCTURES, PAVEMENT, ETC, THAT ARE NOT INDICATED TO BE REMOVED.

AN INVENTORY OF EXISTING CONDITIONS SHALL BE CONDUCTED WITH CONTRACTOR

AND PROJECT ARCHITECT PRIOR TO CONSTRUCTION.

9. THE CONTRACTOR SHALL MAINTAIN CONTINUAL UTILITY SERVICES (GAS, TELEPHONE,

CABLE TELEVISION, ELECTRIC, WATER, SANITARY SEWER, STORM SEWER, ETC.) TO

ANY ADJACENT DEVELOPMENT. WHERE CONSTRUCTION IS IN THE PROXIMITY OF A

UTILITY, THE CONTRACTOR WILL TAKE PRECAUTION TO PROTECT AND/OR SUPPORT

THE UTILITY.

10. CONTRACTOR SHALL VERIFY ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION.

11. NOTIFY OWNER, HOMEOWNERS ASSOCIATION AND UTILITY PURVEYOR (IF APPLICABLE)

A MINIMUM OF 72 HOURS IN ADVANCE OF ANY UTILITY SHUTDOWN.

12. CONTRACTOR SHALL REFERENCE PAVEMENT MARKING / SIGNAGE / PARKING PLAN

SHEETS, IF ANY, FOR ADDITIONAL INFORMATION.

13. MATCH GRADE AT PROPERTY LINE UNLESS OTHERWISE NOTED.

14. ACHIEVE GRADE CHANGES WITH SMOOTH TRANSITIONS.

15. FINAL PAVING SURFACES TO BE FLOOD TESTED OR OBSERVED DURING RAINFALL. ANY

PONDING AREAS TO BE CORRECTED / ELIMINATED.

16. SURFACE DRAINAGE AND UTILITY FEATURES SHOWN ARE FOR REFERENCE ONLY. THE

LOCATIONS AND DEPTHS OF EXISTING UTILITIES, INCLUDING SERVICE LATERALS AND

DRAINAGE STRUCTURES SHOWN ON PLANS ARE APPROXIMATE ONLY. THE

CONTRACTOR SHALL VERIFY THE EXACT LOCATION AND DEPTHS OF UNDERGROUND

UTILITIES AT LEAST 48 HOURS PRIOR TO CONSTRUCTION WHETHER SHOWN ON PLANS

OR NOT, AND PROJECT THE SAME DURING CONSTRUCTION.

17. CONTRACTOR TO EXERCISE EXTREME CAUTION WHEN WORKING UNDER / AND / OR

AROUND OVERHEAD ELECTRIC LINES. CONTRACTOR SHALL COORDINATE WITH LOCAL

ELECTRIC / UTILITY COMPANY TO ESTABLISH THE MAXIMUM WORKING HEIGHT FROM

GROUND ELEVATION.

18. GUTTER (G) ELEVATIONS SHOWN TO BE FOLLOWED AS SHOWN ON PLAN.

19. TYPICAL 6" CURB TO BE CONSTRUCTED BASED ON GUTTER ELEVATION SHOWN,

UNLESS OTHERWISE NOTED ON THIS PLAN OR ON THE SITE DIMENSIONAL CONTROL

PLAN.

TRENCH EXCAVATION SAFETY PROTECTION:

CONTRACTOR AND/OR CONTRACTOR'S INDEPENDENTLY RETAINED EMPLOYEE OR

STRUCTURAL DESIGN/GEOTECHNICAL/SAFETY/EQUIPMENT CONSULTANT, IF ANY, SHALL

REVIEW THESE PLANS, AVAILABLE GEOTECHNICAL INFORMATION, AND THE ANTICIPATED

INSTALLATION SITE(S) WITHIN THE PROJECT WORK AREA IN ORDER TO IMPLEMENT

CONTRACTOR'S TRENCH EXCAVATION SAFETY PROTECTION SYSTEMS, PROGRAMS AND/OR

PROCEDURES. THE CONTRACTOR'S IMPLEMENTATION OF THE SYSTEMS, PROGRAMS

AND/OR PROCEDURES SHALL PROVIDE FOR ADEQUATE TRENCH EXCAVATION SAFETY

PROTECTION THAT COMPLIES WITH, AS A MINIMUM, OSHA STANDARDS FOR TRENCH

EXCAVATIONS. SPECIFICALLY, CONTRACTOR AND/OR CONTRACTOR'S INDEPENDENTLY

RETAINED EMPLOYEE OF SAFETY CONSULTANT SHALL IMPLEMENT A TRENCH SAFETY

PROGRAM IN ACCORDANCE WITH OSHA STANDARDS GOVERNING THE PRESENCE AND

ACTIVITIES OF INDIVIDUALS WORKING IN AND AROUND TRENCH EXCAVATION.

LEGEND

PUBLIC

CORRIDOR

LOBBY

VESTIBULE RAMP DOWN

EXIST.

BLDG.

EXIST.

BLDG.

EXIST.

BLDG.

ACCESSIBLE

VESTIBULE

EXIST. SIDEWALK

ELEVATOR

R A

M P

D O

W N

NOT A WALKWAY

NOT A WALKWAY

NOT A WALKWAY

NOT A WALKWAY

EXIST. CONCRETE

TO REMAIN

EXIST. CONCRETE

TO REMAIN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

CONSTRUCTION

DOCUMENTS

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 A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

STAMP

MENDEZ NGINEERING

Registration # E-3154 12950 Country Parkway, Suite 120 San Antonio, Texas 78216 Office: 210-802-0808 www.MendezEngineering.com

E

RENOVATE FOR RELOCATION OF

ONCOLOGY, HEMATOLOGY, AND

DIALYSIS 1ST FLOOR

WICHITA, KS

589A7-19-401

Building 1

2020.05.15 DTC JRC

Gene Lavastida, Owner 866.226.8071 Norman, OK 73069 212 N Crawford Ave Prime Architects A/E:

Conrad Pierce General Engineer/COR

Date: 7/10/20Revisions:

Robert J. Dole VA Medical Center &

Regional Office Center Wichita, KS

7/10/2020

-1' - 6"

PROJECT

LIMITS

KEY MAP

N.T.S.

ADDENDUM 1

PAVING PLAN

PAVEMENT LEGEND

CP101

LEGEND

UP

UP

U P

UP

UP

DN

RECEPTION

WINDOW

C H

A S

E

CHASE

CHASE

AE201

AE201

AE201

19 19

11a

AREA OF WORK

LOBBY

CORR.

ELEVATOR

HSK

CT SCAN

CT

CONTROLS

OFFICE

TELECOM

MEN'S

STAIR

DENTAL

WAITING

RADIOLOGY

Room

FLUOROSCOPY

ANGIOGRAPHY

RADIOLOGY SPD

BREAK RM.

RADIOLOGY

ESCORT

OFF.

VESTIBULE

WOMEN'S

VOLUNTEERS STORAGE

SPD

NURSE

COOR.

HSKRR

BREAK RM.

NURSE

STAT.

UTILITY

PATIENT

HALL

PATIENT

PATIENT

ELECT.

STOR.

ELEVATOR

STAIR

OFFICE

URG. CAREMEN'S

COTCOPY RM.

STAIR

I.D. AREA

OPERATIONS

HOLD. OFFICE

HALL

OFFICE

NURSE

STAT.

Room

DENTAL

PATIENT

PATIENT

MED

ANTER.

OFFICE

TELECOM

STAIR

WAITING

HALL

WAITING

HALL

WAITING

HALL

X-RAY

DENTAL

BREAK RM.

CORR.

Room Room

DRESS.

Room

WAITING

RADIOLOGY

TOILET

DRESS.

INTER.

BREAK

MEETING

ARMS RM.

EVIDENCE

MECH.

SPD

DENTAL

DEMOLISH PARTITION WALL

DEMOLISH DOOR AND DOOR FRAME

DEMOLISH MILLWORK

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Robert J. Dole VA

Medical Center &

Regional Office Center

Wichita, KS

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

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CONSULTANT

B

IM

/1

-V A

W

IC

H

IT

A /V

A

W ic h it a

C e n tr a l.

rv t

/2

/2

:4

:3

P

M

AD102

FIRST FLOOR DEMOLITION PLAN

Prime Architects

212 N Crawford Ave

Norman, OK 73069

866.226.8071

Gene Lavastida, Owner

RENOVATE FOR RELOCATION OF

ONCOLOGY, HEMATOLOGY, AND

DIALYSIS 1ST FLOOR

WICHITA, KS

589A7-19-401

Building 1

Conrad Pierce General Engineer/COR

2020.05.15 BJM JRC

1/8" = 1'-0"1

FIRST FLOOR DEMOLITION PLAN

DEMOLITION PLAN GENERAL NOTES

1. THIS DEMOLITION PLAN SHOWS GRAPHIC AND WRITTEN INFORMATION

CONCERNING THE EXISTING SPACE. THIS IS INCLUDED AS "INFORMATION ONLY"

REPRESENTING AVAILABLE RECORD INFORMATION OF THE ORIGINAL LEASE

DRAWINGS PLUS FIELD NOTATIONS. SOME MODIFICATIONS MAY HAVE BEEN

MADE AND NOT SHOWN. THIS INFORMATION IS FOR THE CONTRACTOR’S USE AS

HE SEES FIT. NEITHER THE OWNER NOR THE ARCHITECT ACCEPT ANY

RESPONSIBILITY FOR THE ACCURACY OF THIS INFORMATION OR THE

CONTRACTOR’S INTERPRETATION OF IT. CONTRACTOR SHALL FIELD VERIFY ALL

EXISTING CONDITIONS AND DETERMINE THE SCOPE OF WORK REQUIRED. THE

CONTRACTOR SHALL EXAMINE THE EXISTING BUILDING AND WORK SHOWN BY

ALL CONTRACT DOCUMENTS TO DETERMINE THE SCOPE OF DEMOLITION

REQUIRED WHETHER SPECIFICALLY SHOWN OR NOT.

2. REFER TO MECHANICAL & ELECTRICAL DEMOLITION NOTES AND MEP

DOCUMENTS FOR EXTENT OF DEMOLITION OF THOSE SYSTEMS

3. PROTECT ALL EXISTING STRUCTURE, SYSTEMS, FINISHES AND GENERAL

CONSTRUCTION THAT ARE TO REMAIN THROUGHOUT THE COURSE OF THE

WORK TO PREVENT DAMAGE OR LOSS. ANY SUCH DAMAGE CAUSED DURING

THE COURSE OF THIS WORK WILL BE REPAIRED AT THE CONTRACTOR’S

EXPENSE BEFORE THIS WORK IS CONCLUDED

4. OPERATING SYSTEMS, UTILITIES AND SERVICES SERVING THE EXISTING SITE

SHALL BE MAINTAINED IN OPERATION TO SERVE THE NEEDS OF PORTIONS OF

THE BUILDING AND SITE NOT INVOLVED IN THE WORK UNDER THIS CONTRACT AT

ALL TIMES DURING THE PROGRESS OF THE WORK UNDER THIS CONTRACT,

EXCEPT FOR SUCH SHORT PERIODS AS ARE ABSOLUTELY NECESSARY TO

PERFORM THE WORK. SUCH OPERATING SYSTEMS, UTILITIES AND SERVICES

INCLUDE BUT ARE NOT LIMITED TO WATER, ELECTRICITY, HVAC, SANITARY,

SEWER, FIRE ALARM, TELEPHONE AND SECURITY

DEMOLITION FLOOR PLAN KEYNOTES

1. REMOVE EXISTING EXTERIOR STAIR, STAIR LANDING,

AND STAIR SUPPORTS

2. REMOVE EXISTING WINDOW AND VERIFY IF CAN BE

REUSED.

3. REMOVE EXISTING DOOR AND DOOR FRAME, VERIFY IF

CAN BE REUSED.

4. EXISTING AND FORMED TERRAZZO WALL BASE SHALL

REMAIN AND BE PROTECTED.

5. DEMOLISH BROWN TILE WAINSCOT AND STAINLESS

WALL CORNER GUARDS FROM CORRIDOR WALLS.

REFERENCE SHEET IN101

6. FURRING TO REMAIN AROUND BUILDING COLUMNS

UNLESS OTHERWISE NOTED.

7. DEMOLISH EXISTING PARTITION WALLS

8. TELECOM ROOM TO REMAIN

9. ELECTRICAL ROOM AND EQUIPMENT TO REMAIN.

10. DEMOLISH EXISTING PLUMBING FIXTURES

11. BASE BID: DEMOLISH EXISTING VESTIBULE STRUCTURE.

ALTERNATE: EXISTING VESTIBULE TO REMAIN. DEMO

AND MODIFY PORTIONS ONLY AS NEEDED TO

ACCOMMODATE EXPANSION OF VESTIBULE AS

INDICATED ON BASE BID DOCUMENTS.

12. DEMOLISH TOP OF STONE WALL DOWN TO FINISH

FLOOR ELEVATION AND REMOVE GUARDRAIL

13. DEMO OPENING IN WALL FOR NEW DOOR. PROVIDE

LINTEL ABOVE DOOR ON EXTERIOR WALL TO SUPPORT

MASONRY ABOVE.

14. DEMO DOOR AND FRAME. OPENING TO REMAIN.

15. REMOVE HORIZONTAL PORTION OF HANDRAIL THAT

WILL INTERFERE WITH NEW WALL.

16. EXISTING ELECTRICAL CONDUIT TO REMAIN

17. SMOKE DOOR AND WALL TO REMAIN AND PROTECTED

FROM DAMAGE.

18. DEMOLISH EXISTING DOOR, DOOR FRAME, AND

TRANSOM.

19. CHASE TO REMAIN

20. LIGHT POLE TO REMAIN - REMOVE DURING

CONSTRUCTION

21. REMOVE PORTION OF FURR OUT WALL TO

ACCOMODATE WALL HUNG TOILET FIXTURE CARRIER

AND DRAIN.- REF. NEW PLANS FOR LOCATION

22. DEMO MASONRY, CAST STONE SILL, CONCRETE WALL

AND INTERIOR PARTITION WALL TO ACCOMODATE

SPECIFIED EXTERIOR DOOR AND FRAME

23. REMOVE AND STORE SIGN "PROHIBITING WEAPONS".

REF SIGNAGE PLAN FOR NEW LOCATION

24. GUARDRAIL AND HANDRAIL TO BE REMOVED DURING

CONSTRUCTION, THEN REPAINTED AND REINSTALLED

25. CONTRACTOR TO REMOVE TV MONITOR AND RETURN

TO VA. TV MONITOR WILL NOT BE REMOUNTED.

26. CONTRACTOR TO PRESERVE EXISTING FLOOR SEAL

DURING IT'S REMOVAL AND RETURN TO THE VA.

5. PRIOR TO INTERRUPTING OR OTHERWISE AFFECTING ANY SUCH OPERATING

SYSTEM, UTILITY OR SERVICE, CONTRACTOR SHALL CONSULT WITH OWNER’S

REPRESENTATIVE TO ESTABLISH A MUTUALLY SATISFACTORY SCHEDULE FOR

CUT OVER, CUT OFF DISRUPTION OR OTHER CHANGE IN THE OPERATION OF THE

AFFECTED SYSTEM, UTILITY OR SERVICE.

6. DEMOLITION CONTRACTOR IS TO ARRANGE FOR SHUT OFF OF EXISTING

UTILITIES. CONTRACTOR SHALL ARRANGE ALL TEMPORARY POWER.

7. NOISE AND DUST IS NOT TO BE DISRUPTIVE TO THE OCCUPIED AREA OF THE

BUILDING. PROVIDE TEMPORARY PARTITIONS AS REQUIRED.

8. CONTRACTOR IS RESPONSIBLE FOR DEMOLISHING AND REMOVING ALL

MATERIALS FROM PREMISES IN ORDER TO ACCOMPLISH THE SCOPE OF THE

NEW WORK.

9. CONTRACTOR TO SALVAGE PATIENT LIFTS AND TV UNIT ASSEMBLIES FOR

OWNER'S USE.

10. CONTRACTOR TO REMOVE, STORE AND REINSTALL ALL WALL MOUNTED ITEMS

IN THE LOBBY, CORRIDOR, AND ELEVATOR LOBBY.

N

0 4' 8' 16'

1/8" = 1'-0"

11a.

NTS

DEMOLITION LEGEND

Revisions: Date:

5/15/20

NOT USED1

ADDENDUM 1 7/10/20

DEMOLISH EXISTING SUSPENDED CEILING THROUGHOUT PROJECT SCOPE. DO NOT

DEMOLISH EXISTING HISTORIC PLASTER CEILING IN MAIN LOBBY AND ELEVATOR

CORRIDORS.

11.

LEVEL 1

0"

LEVEL 2

13' - 0"

ER ENTRANCE

-6' - 7"

STONE LINTEL AND LINTEL SUPPORT TO REMAIN

REMOVE / REPLACE

LOUVERS, REF.

MECHANICAL DWGS

TEMPORARILY REMOVE LIGHT POLE

AND STORE FOR REINSTALL.

/2

3' - 4 1/2"

MAINTAIN TEMPORARY BARRIERS

DURING CONSTRUCTION

REMOVE RAILING AND

STONE FOR REINSTALL

REMOVE WINDOWS AND MASONRY

PREP FOR NEW DOOR.

REMOVE EXISTING STAIRS-

PATCH WALLS, REMOVE DOOR,

AND

CLERESTORY WINDOW. PREP FOR

NEW WINDOW.

LEVEL 1

0"

LEVEL 2

13' - 0"

AE301

AE301

AE302

/2

/4

/8

/8

ALIGN WINDOW WITH

WINDOW ABOVE

ALIGN WINDOW WITH ADJACENT WINDOW

LAMBS TONGUE

W/ SPLASH BLOCKS

CAST STONE SILL

CAST STONE HEADER

NEW WINDOW AND SILL

TO MATCH EXISTING

MATCH EXISTING BRICK

FOR INFILL

1' - 2"29' - 4 1/4"12' - 7 1/4"16' - 8"

CAST STONE

CAP TYP.

NEW STONE WALL

TO MATCH EXIST.

EXISTING BUILDING

NEW STEEL GUARD/

HAND RAIL

NEW STOREFRONT SYSTEM REINSTALL GUARD/ HANDRAILS

/8

LEVEL 1

0"

LEVEL 2

13' - 0"

AE301

CONCRETE WALL WITH

STONE VENEER

CAST STONE CAP TYP.

NEW STEEL GUARD RAIL/ HAND

RAIL PAINTED

EXISTING BUILDING

BEYOND

CONCRETE WING WALL.

REFERENCE STRUCTURAL

LEVEL 1

0"

LEVEL 2

13' - 0"

REMOVE / REPLACE

LOUVERS, REF.

MECHANICAL DWGS

REMOVE STAIRS

LEVEL 1

0"

LEVEL 2

13' - 0"

ER ENTRANCE

-6' - 7"

REMOVE AREA OF MASONRY AND DEMO

CONCRETE WALL - PREPARE OPENING FOR

NEW HOLLOW METAL DOOR AND FRAME

INSTALL NEW LINTEL TO SUPPORT

EXISTING MASONRY ABOVE

EXISTING BUILDING EXISTING BUILDING

PROVIDE TEMP. CANOPY

AND BARRIERS FOR EGRESS

IN AND OUT OF BASEMENT

AREA. DURING CONSTRUCTION

THIS DOOR WILL REMAIN

OPERATIOAL FOR LIFE SAFETY

PURPOSES

LEVEL 1

0"

LEVEL 2

13' - 0"

ER ENTRANCE

-6' - 7"

NEW HOLLOW METAL

DOOR AND FRAME WITH

STEEL LINTEL ABOVE

NEW STEEL STAIR

SYSTEM

EXISTING

BUILDING

EXISTING CONCRETE WALL

EXISTING DOOR

REFERENCE STRUCTURAL DRAWINGS

FOR NEW STEEL AND SIZES

LEVEL 2

13' - 0"

L

ENTRANCE LOBBY

-1' - 5 5/8"

EXISTING

BUILDING

NEW ALUMINUM

STOREFRONT SYSTEM

126.2*

GRAVEL STOP CAP

REFERENCE 2/AE110

EXIST CONCRETE

SLAB

NEW STRUCTURAL SUPPORT

BELOW REFERENCE

STRUCTURAL

REINSTALL EXISTING GUARD/

HANDRAIL, REFURBISH AS NEEDED

REFER AE502 FOR EXTERIOR

WINDOW ELEVATIONS

LEVEL 1

0"

LEVEL 2

13' - 0"

L

COMPACTED FILL

REF. STRUCTURAL FOR

FOUNDATOIN INFO.

12' - 3 1/8"

/4

CAST STONE CAP

CAULKING AT VERTICAL

JOINT

EXISTING BUILDING

FLASHING CAULK JOINT

CONT.

MASONRY TO

MATCH EXIST.

STEEL GUARD

RAIL

CAST STONE

CAP

STONE VENEER

TO MATCH EXIST.

15 MIL. VAPOR RETARDER

LEVEL 1

0"

LEVEL 2/ ENTRY ROOF

13' - 0"

TOF 1

-6' - 6"

AE301

NEW STEEL STAIR SYSTEM

REF: STRUCT

EXISTING BUILDING

NEW STEEL STRUCTURE

REF. STRUCT. DWGS

LEVEL 1

0"3

5' - 3"

NEW GUARDRAIL TO

MATCH EXISTING

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Robert J. Dole VA

Medical Center &

Regional Office Center

Wichita, KS

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

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CONSULTANT

B

IM

/1

-V A

W

IC

H

IT

A /V

A

W ic h it a

C e n tr a l.

rv t

/2

/2

:5

:1

P

M

AE201

BUILDING ELEVATIONS

Prime Architects

212 N Crawford Ave

Norman, OK 73069

866.226.8071

Gene Lavastida, Owner

RENOVATE FOR RELOCATION OF

ONCOLOGY, HEMATOLOGY, AND

DIALYSIS 1ST FLOOR

WICHITA, KS

589A7-19-401

Building 1

Conrad Pierce General Engineer/COR

2020.05.15 BJM JRC

1/8" = 1'-0"1

SOUTH ELEVATION - DEMOLITION

1/8" = 1'-0"2

SOUTH ELEVATION

1/8" = 1'-0"4

WEST ELEVATION

1/8" = 1'-0"3

WEST ELEVATION - DEMOLITION

1/8" = 1'-0"5

EAST ELEVATION - DEMOLITION

1/4" = 1'-0"6

EAST ELEVATION

0 4' 8' 16'

1/8" = 1'-0"

BASE BID: DEMOLISH ALUMINUM VESTIBULE

ALTERNATE.: EXISTING ALUMINUM VESTIBULE TO REMAIN AND MODIFY

TO ACCOMMODATE NEW VESTIBULE ADD ON.

1/4" = 1'-0"7

WEST ELEVATION - VESTIBULE

1/4" = 1'-0"8

EAST ELEVATION - VESTIBULE

1/4" = 1'-0"9

EAST EXTERIOR STAIR ELEVATION

1/4" = 1'-0"10

NEW GUARDRAIL AT MAIN ENTRANCE

Revisions: Date:

5/15/20

DN

O

M

K

J

I

H

F

C

B

E

10 11 12 13

G

CHASE

Access Control

EXIT ONLY

EXAM /

TELE

MED

143-1

EXAM

ROOM

142-1

STORAGE

162-1

ELECTRICAL

162A-1

INFUSION

BAY

164-1

EXAM

ROOM

167-1

SOILED

STORAGE

170-1

EYE

WASH

173-1

CLEAN

LINEN

STORAGE

174-1

CHEMO

TRTMT

176-1

CHEMO

TRTMT

177-1

CHEMO

TOILET

180-1 CHEMO

TRTMT

179-1

STERILE

STOR

181-1

CHEMO

TRTMT

182-1

CHEMO

TRTMT

184-1

CHEMO

TRTMT

185-1

CHEMO

TRTMT

186-1

NURSE

STATION

178-1

PAT

WEIGH-IN

188-1

CHEMO

TRTMT

175-1

MEDS

172-1

NOUR

171-1

CHEMO

TOILET

169-1

INFUSION

BAY

166-1

NURSE

STATION

165-1

CORRIDOR

183-1

C O

R R

ID

O

R -1

C O

R R

ID

O

R -1

SHARED

LOUNGE

138-1

DEPT

CHIEF

136-1

MAS

CHIEF

135-1

MAS

WORK

AREA

133-1

IT

CLOSET

131-1

INTERVIEW

132-1

WOMEN'S

128-1

RAMP DOWN

R A

M P

D O

W N

RAMP DOWN

0"

PROCEDURE

ROOM

160-1

SEC

WORK

140-1

WAITING

139-1

PAT ED

KIOSK

F2020

F0225 F0225

F0225F0225

F0795

R7250

A1080

A5145

F0280 F0280

A1015

A1015

M1801 M1801

M1840

F0280 F0280

A1015A1015 M1801 M1801M1840

A1107

F2000

M0750

M0755 M0765

M1405

A1107

F2000 M0750

M0755 M0765

M1405

M7040

A1107

A5180

M0750

M0755 M0765

M1405

M7040

A1107

F2000

M0750

M0755 M0765

M1405

M4116

M7040

A1107

F2000

M0750

M0755 M0765

M1405

M4116

M7040

A1107

A5108

F2000

M0750

M0755 M0765

M1405

M7040

A5180

A5180

A1107

F2000

M0750

M0755 M0765

M1405 M4116

M7040

A5180

A5180

A5180

A5180

A1107

F2000

M0750

M0755 M0765

M1405

M7040

A5180

A5108

C04G0

CT020

F2010

F3050

M1801 M3150M3150

R6200

A5075

A5080

A6046

E0948

F0205

F2000 M1620

M1801 M1802

M4200

A5180

A1132

M1620

M1801

M1802

A6046

M3072 M4200

A5080

F2000

E0948

A5075 A5080

A5108

A5145

E0948

F0205

F2000

M0508

M4200

M9025

A5180

A1014

A5075

A5080

E0945

E0948

F0205

M1801

M3073

P3100

F2000

M4116

M4200

P9050

F0280 A1030

A1030

A1030

A1030A5077

A6046

F0206

F0305

F0305

F2300

M0506

A5145

A1015

M1801

A1015

M1801

A1015

M1801A1015 M1801

A5145 E0042

M1801

A1010

A5075

A5080

CT020

F2015

K1552

K4665

F3065

CS010

A5145

F0420

F0205

F2000 F2000

F0275M1801

F0420 A5145

F0275

A5077

A6046

F0206 F2300

M0506

F0305

P9050

P9050

A5090

A5090

A5200

A5080

A5075

A5075

F0305

F0305

F0305

F0305

F0275

F0275

A5075

A5077 A5080

M3070

M3072 P3100

P3100 A5075 P9050

A5200

A5090

A5080

F2000

F2000

M1802

M1801

A1030 A1030 A1030

M1801

F2000

F2000

F2000

F2010

A5200

C02D0

C02C0

F0205

F0305

M8940

M9025

A1132

A1066

F0275

A1015

M1801

A1015

F0280

F0280

F0280

F0280

F0280

M1801

A1015

M1801

A1013

M1801

M1801

F0275

M1801

A1013

M1801 F2000

F0280

A1013 106 108 110 112 114 121 122 32

105103

21 22

23 117 118

115 116

25 26

111109

42 4143

P6350

IN20117

IN202 12

IN20217 16

IN201

IN20123

IN20122 21

IN20120

IN201

IN203

M7040

M3110

F0305 F0305

IN201

F2015

F2550

F2000 A5080

P3100

A5075 P9050

A5200

A5090 A1066

M0750 M0765 M0755

M1405

M7040

A1107

A5180

C03F0

K1552

CS150

A5080

A5075

M4020

E0954

M7040

IN202 1921

A5180

M1405M7040

A1107

M0750 M0765

M0755

M7040

A1066

A5200

A5090

A5180

IN203

M7040

A5180

E0123

E0123

E0123

E0123

A1015

E0123

M1801

F0280

IN202

IN202

F0205

F0305

IN202

IN20227

31 29

IN20127 25

IN203

IN2026

A5107 A5107

A5107

A5105 M0505

A5145

A5080

A5108

A5107 A5107 A5107

R4100

A5107 A5107 A5107

A5107 A5107 A5107

A5108

A5107 A5107

A5107

A5108 A5107 A5107 A5107

M0505

M0505

A5107 A5107 A5107

A5107 A5107 A5107

A1017

A1017

IN202

A1017

A5077

A5108

F3050

F0425

F2550 F2000

A5145 A5145 A5145

A5145

A5077

A5077

A5077

85 SF

MAS

WAITING

51 SF

INTERVIEW

78 SF

RELEASE

OF INFO

A5077

A5077

M1620

A5077

M1620

M3073

A1132

F2000

A5075

M4267

M4267

IN202 9

M0505

M0505

A5108 A5107 A5107 A5107

CD021

CD021

A5105M0505

A5105

M4267

CD021

A5105 A5108

A5107 A5107 A5107

A5145

A5145 A5145

M4267

M0505

A5077

CD021

A5105

A5077

A5108

A5107 A5107

A5107

IN202 7

M4267

A5145CD021

A5077

IN201

P1966

ACCESSIBLE

VESTIBULE

125-1

CORRIDOR

127-1

P3101

P3101 P1966 A5075

F2000

F2000 A5080

A5075

A5080

M4267

IN202

A5105

CD021

F2000

A5108

M0505A5105

CD021

A5107 A5107 A5107

IN202

M4267

M1841

M1841

M3074

M3074

M3074

M3074

A5078

A5078

A5078

A5077

IN203

M3151

M2056

M4267

IN203

A5108

A5107 A5107 A5107

A5105

CD021

A5077

A5078

A5145

A5145

A5145

F2000

IN203

IN203

M4267

CD021

F2000 A5105

CD021

A5107 A5107 A5107

M0505

A5078

A5077

A5078

A5078

A5145

M1831

M1830

A1066

A5078

A5078

A5078

A5078

IN203 23

CORRIDOR

168B-1

CORRIDOR

168A-1

HAC

161-1

STAIR

STAIR-SE-1

IN203

IN203 26

IN20327

E0954 E0954 E0954

E0954

M1804

F0305 F0305

A5000

M4655

14' - 6"

18" HT. BENCH, MILLWORK

IN

M0755 M0765

M0750

A1107

A5077

A5078

M1804

M1804

F0275F0275

M7710

L1185

L1185

TELECOM

129A-1

A0911

F3200

F3200

F3200

A5107 A5107 A5107

F3200

F3200

F3200

F3200

IN203

F3200

F3200

F3200

IN203 34

F3200

F3200 F3200

F3200

F3200

M4655

M1804

M1804 M1804

M1804

M1804

M1804 M1804

M1801

F0410 M1804 E0042

A1013

M1804

M0505

A5077

A5078

A5108

A5107 A5107 A5107

CD021

A5105

F2000M4267

M4116

M4116

M4116

M4116

M4116

M4116

M4116

F0306

M1405M1405

A5078

A5078

PT-3

PT-3PT-3

PT-3

PT-4

PT4

PT-3

PT-3

PT-3

PT-3

PT-3

A1014

A1014

A1014

A1014

A1014

M8940

M8940

M8940

M8940 M8940

M8940

ADA GRAB

BARS

M8940

M8940M8940

M8940

M8940

M8940

M8940

M8940

M8940

M1804

F3051

F3053

F3052

A5107 A5107 A5107

A5099

M4267

M4267

M3073

M3073

K4665

A5145

A5145

A5145

A5145

A5145

A5105

A5108

A5107 A5107 A5107

A5107

A5107

A5107

A5108 A5107 A5107 A5107

A5107 A5107 A5107

A5108

A5108

A5108

A5108

A5146

A5146

A5146

A5146

A5146

IN20339

R6200

CT020

C01C0

IN201

IN203

SIM

/8

/8

AE5026

IN201

A E

AE5022

A E

AE5024

AE5025

-1' - 6"

ACCESSIBLE

VESTIBULE

125-1

/1 IN102

IN

X9920

X9920

X9920X9920

X9920

X9920 AE201

AE5026

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Robert J. Dole VA

Medical Center &

Regional Office Center

Wichita, KS

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

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CONSULTANT

B

IM

/1

-V A

W

IC

H

IT

A /V

A

W ic h it a

C e n tr a l.

rv t

/2

/2

:5

:1

P

M

IN102

EQUIPMENT / INTERIOR

ANNOTATION PLANPrime Architects

212 N Crawford Ave

Norman, OK 73069

866.226.8071

Gene Lavastida, Owner

RENOVATE FOR RELOCATION OF

ONCOLOGY, HEMATOLOGY, AND

DIALYSIS 1ST FLOOR

WICHITA, KS

589A7-19-401

Building 1

Conrad Pierce General Engineer/COR

2020.05.15 BJM JRC

1/4" = 1'-0"1

FIRST FLOOR EQUIPMENT PLAN

N

0 2' 4' 8'

1/4" = 1'-0"

EQUIPMENT SCHEDULE

EQUIPMENT DESCRICPTION QTY ACQ/INS NOTES

A5145 - Hook, Garment, Double, SS, Surface Mounted 24 CC

A5146 - Hook, Garment, Six-hook rack, Wall mounted 5 VC

A5180 - Track, Cubicle, Surface Mounted, With Curtain 14 CC

A5200 - Dispenser, Toilet Tissue, SS, 2-Roll, Surface Mntd 5 VC

A6046 - Artwork, Decorative, With Frame 4 VV

C01C0 - Cabinet, U-C-B, 1 Shelf, 1 Drawer 1 CC

C02C0 - Cabinet, U/C/B, 1 Shelf, 1 Drawer, 1 DO, 36x24x22 1 CC

C02D0 - Cabinet, U/C/B, 4 Drawer, 36x24x22 1 CC

C03F0 - Cabinet, U-C-B, 1 Shelf, 2 Half DR, 2DO, 36x30x22 2 CC

C04G0 - Cabinet, U-C-B, 2 Shelf, 2 Door 1 CC

C06M0 - Cabinet, U/C/B, 1 PBD, 2 DR, 1 File DR, 30x18x22 4 CC

C0045 - Frame, Apron, 1 Drawer, 4x36x22 2 CC

C0046 - Frame, Apron, 2 Drawer, 4x48x22 2 CC

CD021 - Cabinet, W-H, 2 Shelf, 1 DO, 30x20x13. Lockable 10 CC

CS150 - Sink, SS, Single Compartment, 10x19x16 ID 2 CC 1

CT020 - Countertop, Solid Surface 3 CC

CT030 - Countertop, High Pressure Laminate 2 CC

E0042 - Workcenter, Computer, Free Standing, 48" W 2 VV

E0090 - Workstation, L-Shaped, Free Standing, 72x72 2 VV

E0123 - Workstation, Straight, Free Standing, 72" W 6 VV

E0945 - Cart, Computer, Mobile 5 VV

E0948 - Cart, General Storage, Mobile, 42"H x 32"W x 22"D 4 VV

E0954 - Cart, Emergency, Mobile, 66"H x 52"W x 22"D 1 VV

F0205 - Chair, Side With Arms 6 VV

F0206 - Chair, Side, Bariatric, With Arms 2 VV

F0225 - Chair, Dining Room 4 VV

F0275 - Chair, Swivel, High Back 6 VV

F0280 - Chair, Swivel, Low Back 12 VV

F0305 - Chair, Waiting Room, Single 13 VV

F0306 - Chair, Visitor, Stackable 11 VV

F0410 - Cabinet, Filing, Half Height, 2 Drawer 1 VV

F0420 - Cabinet, Filing, Lateral, Half Height 2 VV

F0425 - Cabinet, Filing, Security, Full Height 1 VV

F0795 - Table, Dining 1 VV

F2000 - Basket, Wastepaper, Fire Resistant 28 VV

F2010 - Basket, Wastepaper, Step-On 2 VV

F2015 - Basket, Wastepaper, Metal/Plastic,2 Swinging Doors 2 VV

F2020 - Can, Trash, 44 Gallon 1 VV

F2300 - Rack, Magazine, Wall Mounted 2 VC

F2550 - Shredder, Paper Heavy Duty 2 VV

F3050 - Whiteboard, Dry Erase 3'x4' 2 VC

F3051 - Huddle Whiteboard 4'x6' 1 VC

F3052 - Gemba Whiteboard 3'x4' 1 VC

F3053 - Whiteboard 2'x3' 1 VC

F3065 - Whiteboard/Bulletin Board, Combination 1 VC

F3200 - Clock, Battery, 12" Diameter 15 VC

K1552 - Brewer, Coffee, Auto, Elect, 3 Burner, Front/Back 2 VV

K4665 - Oven, Microwave, Consumer 2 VV

L1185 - Accucheck Glucometer 2 VV

M0505 - Television, Color, Bedside 10 CC

M0506 - Television, Flat Screen 2 VC

M0508 - Telemedicine Station, Mobile Cart 1 VV

M0750 - Flowmeter, Air, Connect w/50 PSI Supply 11 CC

M0755 - Flowmeter, Oxygen, Low Flow 11 CC

M0765 - Regulator, Vacuum 11 CC

M1405 - Chair, Blood Donor, Recliner, w/Motor, Armrest 10 VV

M1620 - Holder, Chart, Patient, Wall or Door Mounted 4 CC

M1801 - Computer, Microprocessing, w/ 22" Flat Panel Monitor 24 VV

M1802 - Work Station, Computer, Retractable, Wall Mounted, Privacy film for computer screen

3 VC

M1804 - Flat Panel Monitor 22" 14 VV

M1830 - Printer, Label, Pharmacy 1 VV

M1831 - Wristband Printer 1 VV

M1840 - Printer/Copier/Fax Combination 2 VV

M1841 - Printer/Copier/Fax/Combination, Floor Standing 2 VV

M2056 - Shelving, Storage, Wire, CRS, w/Adjustable Shelves 36"Lx24"Wx74"H 1 VV

M3070 - Hamper, Linen, Mobile, w/Lid 1 VV

M3072 - Frame, Infectious Waste Bag w/Lid 2 VV

M3073 - Container (red), Biohazard Waste, Step-on, Fire Safe 4 VV

M3074 - Container (Yellow), Chemotherapy Waste, Step-On, Fire Safe 4 VV

M3110 - Cabinet, Warming, F-S, 2 Heated Compartment 1 VV

M3150 - Distribution System, Medication, Automatic 2 VV

M3151 - Distribution System, Medication, Automatic 1 VV

M4020 - Scale, Person Weighing, High Capacity 1 VV

M4116 - Monitor, Vital Signs 11 VV 2

M4200 - Otoscope/Ophthalmoscope, Wall Mounted 4 VV

M4267 - Volumetric Infusion Pump, Stand Mounted 12 VV

M4655 - Stretcher, Mobile 2 VV

M7040 - Table, Overbed 14 VV

M7710 - Electrocardiograph, Portable 1 VV

M8940 - Stool, With Back, Adj height 14 VV

M9025 - Table, Examination/Treatment, With Cabinet 2 VV

P1966 - Eyewash, Eye-Face, Faucet Mounted 2 CC 1

P3100 - Lavatory, Vitreous China, Slab Type 4 CC 1

P3101 - Wash-Up Lavatory Sink, Wall Mounted, Stainless Steel 2 CC 1

P6350 - Sink, Flushing Rim, China 1 CC 1

P9050 - Toilet, Wall Hung, Siphon Jet 5 CC 1

R4100 - Ice & Water Counter Top 1 VV

R6200 - Refrigerator, U/C or F/S, 5 Cu Ft 2 VV

R7250 - Refrigerator/Freezer, 20 Cubic Feet 1 VC

X9910 - Wheelchair 2 VV

X9920 - Screener, Passive Ferromagnetic 6 CC

EQUIPMENT SCHEDULE

EQUIPMENT DESCRICPTION QTY ACQ/INS NOTES

A0911 - Power Supply, Uninterruptable, Rack Mounted 1 VV

A1010 - Telecommunication Outlet 20 CC

A1013 - Telephone, Wall mounted, Multi Line 4 VC

A1014 - Telephone, Wall Mounted, 1 Line, With Speaker 6 VC

A1015 - Telephone, Desk, Multiple Line 12 VV

A1017 - Nurse Call Button w/ Speaker and pull cord 3 CC

A1030 - Locker, 2 Person, Over/Under 7 CC

A1066 - Mirror, Float Glass, With SS Frame 6 CC

A1080 - Mirror, Posture, Wall Mounted 1 CC

A1107 - Rail System , Utility, Gas and Electric 11 CC

A1132 - Rail, Accessory Mounting, Length As Required 3 CC

A5000 - Baby-Changing-Station 1 CC

A5075 - Dispenser, Soap, Disposable 13 VC

A5077 - Dispenser, Hand Sanitizer, Hands-Free 18 VC

A5078 - Dispenser, Sanitizing Wipes 15 VC

A5080 - Dispenser, Paper Towel, SS, Surface Mounted 13 VC

A5090 - Disposal, Sanitary Napkin, SS, Surface Mounted 5 VC

A5099 - GEMS Box 1 VC

A5105 - Eme Bag Dispenser 11 VC

A5107 - Dispenser, Glove, Surgical/Examination, Wall Mntd 63 VC

A5108 - Waste Disposal Unit, Sharps 19 VC

NOTES:

1. REFER TO PLUMBING DRAWINGS FOR MODEL NUMBER AND

ASSOCIATED MATERIALS

2. ONLY PURCHASE 4 UNITS,…