Attachment 2e Combined Drawings Construct Addition and Renovated Bldg 60.pdf

BASE

PLAN

HEADUNDERSIDE OF

STRUCTURE

LINE OF CEILING,

REF RCP

METAL RUNNER

FASTENED @ 24" OC

WALL FINISH, REF

FINISH SCHEDULE

5/8" "TYPE X" GYPSUM

BOARD, EACH SIDE

METAL RUNNER,

FASTENED @ 24" OC

FINISH FLOOR, REF

FINISH SCHEDULE

BASE AS SCHEDULED

METAL STUD

FRAMING @ 16" OC

FIRE RATED SEALANT

AROUND PERIMETER

FIRE RATED SEALANT

AROUND PERIMETER

ICRA WALL PARTITION

1. THE ICRA DESIGNATION FOR THIS PROJECT IS CONSTRUCTION TYPE 'D' & LEVEL 'IV' CLASS OF

PRECAUTION OF INFECTION CONTROL ACTIVITIES. HARD SURFACE BARRIERS SHALL BE

USED.

2. WITH REGARD FOR REMEDIATION REQUIREMENTS, AN ENTRY VESTIBULE FOR CLOTHING

CHANGES TO TYVEK SUITS SHALL BE PROVIDED ADJACENT TO THE HARD SURFACE BARRIER

OR ENTRY VESTIBULE. UPON COMPLETION OF THE CONSTRUCTION PHASE, DUST BARRIERS

SHALL BE REMOVED CAREFULLY TO MINIMIZE SPREADING OF DUST AND THE CONTRACTOR

SHALL PROVIDE TEMPORARY DUST PROTECTION BEFORE REMOVAL OF THE HARD SURFACE

BARRIERS. A DWYER GAUGE SHALL BE USED AT THE CONSTRUCTION ENTRY TO VALIDATE

NEGATIVE AIR FLOWS. AFTER EACH PHASE, PERFORM TASKS STATED IN NOTE 11.

3. TRAFFIC CONTROL: CONTRACTOR SHALL PROVIDE STICKY MATS AT PLASTIC BARRIER

ENTRANCES OR CONSTRUCTION ENTRY VESTIBULE AND CHANGE DAILY OR MORE OFTEN AS

NEEDED TO PREVENT THE SPREAD OF DUST AND DEBRIS INTO ADJACENT CLEAN SPACE. ANY

DUST TRACKED OUTSIDE OF THE CONSTRUCTION ENTRY SHALL BE IMMEDIATELY CLEANED.

EGRESS PATHS SHALL BE FREE OF DEBRIS AND COR SHALL DESIGNATE ELEVATORS FOR USE

DURING APPROVED WORKING HOURS. ONLY AUTHORIZED PERSONNEL SHALL BE ALLOWED

TO ENTER THE CONSTRUCTION AREA. SIGNAGE SHALL DIRECT PEDESTRIAN TRAFFIC AWAY

FROM THE CONSTRUCTION AREA AND MATERIALS. REFER SECURITY INFORMATION FOR

ALTERNATE ACCESS REQUIREMENTS.

4. MATERIAL TRANSPORT: CONTRACTOR SHALL USE ISOLATION CARTS TO TRANSFER

CONSTRUCTION MATERIAL IN AND OUT OF THE CONSTRUCTION AREA. A CLEAN CART SHALL

BE USED FOR TRANSPORTING MATERIAL TO THE CONSTRUCTION AREA. CARTS ARE TO BE

CLEANED AND COVERED BEFORE LEAVING THE CONSTRUCTION AREA.

5. DEMOLITION DEBRIS: DEBRIS SHALL BE REMOVED IN CARTS WITH TIGHTLY FITTED COVERS.

DEBRIS TRANSPORT TRAFFIC ROUTES SHALL BE ESTABLISHED TO MINIMIZE USE OF

ELEVATORS. TRANSPORT OF DEBRIS WILL OCCUR DURING THE LOWEST PERIOD OF ACTIVITY

IN THE ADJACENT UNIT. DEBRIS SHALL BE REMOVED DAILY AND AT TIMES SPECIFIED BY THE

COR.

6. AIR SYSTEM FLOW: THE COR SHALL VERIFY AND NOTIFY THE CONTRACTOR WHETHER THE

CONSTRUCTION AREA USES FRESH/OUTSIDE OR RE-CIRCULATED AIR. FILTERS SHALL BE

ADDED OR RETURN VENTS COVERED WITH FILTER MATERIAL OR PLASTIC. AIR MUST FLOW

FROM CLEAN TO DIRTY AREAS.

7. NEGATIVE AIR PRESSURE: THE AIR WITHIN THE CONSTRUCTION AREA SHALL BE NEGATIVE

WITH RESPECT TO SURROUNDING AREAS AND WITH NO DISRUPTION TO AIR SYSTEMS OF

ADJACENT AREAS. USE OF THE NEGATIVE AIR PRESSURE SYSTEM WITHIN THE ENCLOSURE

TO REMOVE DUST SHALL PASS AIR THROUGH AN INDUSTRIAL GRADE PORTABLE HEPA FILTER

CAPABLE OF FILTRATION RATES OF 300-800 CUBIC FEET PER MINUTE. SYSTEM SHALL

MAINTAIN NEGATIVE PRESSURE REQUIREMENT OF -0.03". FOR CONSTRUCTION AREA AIR

RETURNED TO THE HVAC SYSTEM, A PRE-FILTER AND HEPA FILTER SHALL BE USED BEFORE

EXHAUST TO PREVENT CONTAMINATION OF HVAC SYSTEM DUCTING.

8. ADJACENT AREAS: THE STATUS OF SEALED PENETRATIONS AND INTACT CEILING SHALL BE

VERIFIED DAILY.

9. AIR EXCHANGE RATES AND PRESSURE RELATIONSHIPS: VAMC AND CONTRACTOR SHALL

VERIFY AND MAINTAIN PROPER AIR EXCHANGE RATES IN CRITICAL AREAS NEAR

CONSTRUCTION ACTIVITY. CONTRACTOR TO ENSURE AIR IS RE-CIRCULATED WITH

FILTRATION FROM ALL CONSTRUCTION AREAS. PROVIDE AIR PRESSURE TESTING

THROUGHOUT THE PROJECT IN ACCORDANCE WITH COR PROVIDED REQUIREMENTS.

10. WORKSITE CLOTHING: CONTRACTOR PERSONNEL CLOTHING SHALL BE FREE OF LOOSE SOIL

AND DEBRIS BEFORE LEAVING THE CONSTRUCTION AREA. IF PROTECTIVE APPAREL IS NOT

WORN (EXAMPLES: COVERALLS, FOOTGEAR, AND HEADGEAR) A HEPA-FILTERED VACUUM

SHALL BE USED TO REMOVE DUST FROM CLOTHING BEFORE LEAVING THE BARRICADE. IF

PROTECTIVE APPAREL IS UTILIZED, THE CONTRACTOR SHALL CONSTRUCT A SPACE OR

ANTEROOM FOR CHANGING OF CLOTHING.

11. POST CONSTRUCTION: DO NOT REMOVE BARRIERS AND KEEP ALL HVAC ISOLATION IN PLACE

UNTIL CONTRACTOR HAS CLEANED THE CONSTRUCTION SITE, VA EMS STAFF HAS

PERFORMED A TERMINAL CLEANING, AND VA INFECTIOUS DISEASE CONTROL HAS INSPECTED

AND APPROVED THE CLEANING.

12. FIRE ALARMS AND OTHER LIFE SAFETY FIXTURES WITHIN THE ICRA BARRIERS OF THE

CONSTRUCTION AREA SHALL BE TEMPORARILY RELOCATED TO THE OUTSIDE OF BARRIERS.

13. REFER TO SPECIFICATION SECTION 01 35 26 "SAFETY REQUIREMENTS" FOR ADDITIONAL ILSM

PROCEDURES AS REQUIRED BY THE VA DURING CONSTRUCTION ACTIVITIES.

GENERAL ICRA NOTES

BUILDING

EXPANSION

TRAVEL DISTANCE = 148' - 0"

TRAVEL DISTANCE = 109' - 3"

T R

A V

E L

D

IS

T A

N C

E

2"

HOSPICE

ROOM

1B131

HOSPICE

ROOM

1B130

BREAK

ROOM

1B122

TLC ROOM

1B121

PSYCHOLOGIST

1B123

SOCIAL

WORKER

1B143

TLC ROOM

1B144

TLC ROOM

1B145

TLC ROOM

1B147

TLC

KITCHEN

1B146

TLC MEDS

1B149

TLC ROOM

1B116

TLC ROOM

1B114

TLC ROOM

1B112

TLC ROOM

1B110

TLC ROOM

1B108

TLC ROOM

1B106

SOILED

UTILITY

1B104

CLEAN

LINEN

1B117

TLC ROOM

1B115

TLC ROOM

1B113

TLC ROOM

1B111

TLC ROOM

1B109

TLC ROOM

1B107

TLC ROOM

1B105

COPY

1B103B

OPEN

OFFICE

1B103

OFFICE

1B103A

CONFERENCE

ROOM

1B101

ACTIVITIES

ROOM

1B100

SPD

STORAGE

1B152

COMPUTER

CHARGING

1B153LOBBY

OFFICE

OPEN

OFFICE

OFFICE

101B

OFFICE

101A

WAITING

ROOM

ICRA WALL

PARTITION

108C

114A 108B

103A

109A

113A

108A

110E 110F

110D 110C

110B 110A

1B133

1B133A

1B134

1B135A

1B1351B1361B1371B138

1B137A 1B136A

1B130

1B131

1B131A

1B132

1B1251B127

1B141

1B142

1B140

1B124

1B1261B128

1B129

1B140A

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

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

CONSULTANTS:

Drawing #

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH REG. NO. A-930 EXP. 12/31/2023

ENGR REG. NO. E-2586 EXP. 12/31/2023

STRUCTURAL/CIVIL

ENGINEER

H2B

1225 N. LOOP W #800

HOUSTON, TX 77008

(713) 864-2900

MECH / ELEC / PLUMB / TECH

ENGINEER

SPUR DESIGN

11020 KING STREET, STE 350

OVERLAND PARK, KS 66210

(913) 369-7200

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY SPRINKLERED

LANDSCAPE ARCHITECT

CLS & ASSOCIATES

825 N. BROADWAY AVE, STE 315

OKLAHOMA, OK 73102

(405) 525-2220

HEALTHCARE/MED

EQUIPMENT PLANNER

INNOVA GROUP

3196 N. SWAN ROAD

TUCSON, AZ 85712

(520) 886-8650

PHYSICAL SECURITY

FORCE PROTECT SECURITY

CONSULTANTS,

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STAMP:

Drawing Number

Building Number

FOOD & BEVERAGE

PLANNER

STURM CONSULTING

5838 S. HUDSON PLACE

TULSA, OK 74135

(918) 260-0667

ENVIRONMENTAL

ENGINEER

RIVERFRONT ENVIRONMENTAL

1139 OLIVE STREET, STE 300

ST. LOUIS, MO 63101

(314) 436-9492

KEY PLAN

B

N

SPUR #: 2015

/5

/2

:3

:4

A

M

INTERIM LIFE SAFETY PLAN

NR 007 OF 221DLK

BID DOCUMENTS

ADDITION AND RENOVATION

OF CLC

09/06/2023

589-703

ROBERT J. DOLE VA MEDICAL CENTER

5500 EAST KELLOGG, BLDG. 60

WICHITA, KS 67218

GI015

N

3/32" = 1'-0"

INTERIM LIFE SAFETY PLAN1

No. REVISION DESCRIPTION DATE

KEYNOTE LEGEND

2.58 CONTRACTOR TO COORDINATE TEMPORARY SIGNAGE WITH THE VA DURING

CONSTRUCTION.

FD

FD

FD

FD

FD

FD

FD

255 SF

RESIDENT

RESIDENT

252 SF

RESIDENT

RESIDENT

82 SF

BATH

122A

BATH

122A

286 SF

RESIDENT,

BARIATRIC

RESIDENT,

BARIATRIC

84 SF

BATH

119A

BATH

119A

163 SF

IT ROOM

IT ROOM

61 SF

FIRE RISER RM

115A

FIRE RISER RM

115A

109 SF

ELECTRICAL

ELECTRICAL

214 SF

BATHING RM

BATHING RM

TOILET

117A 185 SF

HOUSE OFC

HOUSE OFC

95 SF

CLEAN SUPPLY

CLEAN SUPPLY

76 SF

SOILED UTL

SOILED UTL

78 SF

KITCHEN

KITCHEN

355 SF

DINING

133B

DINING

133B

447 SF

LIVING ROOM

133A

LIVING ROOM

133A

41 SF

PANTRY

133C

PANTRY

133C

23 SF

HSKPG

133D

HSKPG

133D

83 SF

BATH

137A

BATH

137A

261 SF

RESIDENT

RESIDENT

260 SF

RESIDENT

RESIDENT

255 SF

RESIDENT

RESIDENT

255 SF

RESIDENT

RESIDENT

255 SF

RESIDENT

RESIDENT

255 SF

RESIDENT

RESIDENT

255 SF

RESIDENT

RESIDENT

255 SF

RESIDENT

RESIDENT

263 SF

RESIDENT

RESIDENT

84 SF

BATH

143A

BATH

143A

83 SF

BATH

142A

BATH

142A

83 SF

BATH

140A

BATH

140A

83 SF

BATH

139A

BATH

139A

83 SF

BATH

136A

BATH

136A

83 SF

BATH

135A

BATH

135A

83 SF

BATH

134A

BATH

134A

956 SF

MULTIPURPOSE/

ACTIVITY ROOM

MULTIPURPOSE/

ACTIVITY ROOM

132144 SF

MP STOR

132A

MP STOR

132A

197 SF

ART ROOM

ART ROOM

83 SF

BATH

138A

BATH

138A

83 SF

BATH

141A

BATH

141A

202 SF

DEN

DEN

83 SF

BATH

145A

BATH

145A

304 SF

RESIDENT

RESIDENT

299 SF

RESIDENT

RESIDENT

84 SF

BATH

146A

BATH

146A

166 SF

STAFF LOUNGE

STAFF LOUNGE

54 SF

TLT

TLT

121 SF

HOUSE LNDRY

HOUSE LNDRY

92 SF

HOUSE STOR.

HOUSE STOR.

102 SF

MED

MED

245 SF

CONF. / PRIVATE

DINING

CONF. / PRIVATE

DINING

61 SF

TLT

TLT

129 235 SF

RESIDENT

RESIDENT

RESIDENT

264 SF

RESIDENT

RESIDENT

53 SF

HAC

HAC

102 SF

EQ. STOR

EQ. STOR

84 SF

BATH

151A

BATH

151A

106 SF

RT OFC

RT OFC

BATH

152A

2 HOUR FIRE

196 SF

VESTIBULE

006A

VESTIBULE

006A CRASH CART

005A

CORRIDOR

CORRIDOR

CORRIDOR

CORRIDOR

CORRIDOR

CORRIDOR

TRAVEL DISTANCE: 55'

TRAVEL DISTANCE: 105'

TRAVEL

DISTANCE: 148'

TRAVEL

DISTANCE: 140'

FEC

FEC

FEC

FEC

FEC

F E

C

T R

A V

E L

D

IS

T A

N C

E : 5

2'

EXTERIOR

COURTYARD

EXTERIOR

COURTYARD

F E

C

FEC

T R

A V

E L

D

IS

T A

N C

E : 6

8'

T R

A V

E L

D

IS

T A

N C

E : 8

0'

108A

101B101A

1B105 1B107 1B109 1B111 1B113 1B1151B113A

FIRE - 1 HOUR

FIRE - 2 HOUR

SMOKE PARTITION

PARTITION LEGEND

NEW NON-RATED WALLS

EXISTING WALL TO REMAIN

EXISTING SMOKE PARTITION

EXISTING BUILDING HEIGHT: BUILDING 60

HEIGHT LIMITATION: 1 STORY (2021 IBC TABLE 504.4), 55'-0" (2021 IBC TABLE 504.3)

ACTUAL HEIGHT: 1 STORY, APPROX. 28'-6" HEIGHT

NEW BUILDING HEIGHT: BUILDING 60 ADDITION

HEIGHT LIMITATION: 3 STORIES (2021 IBC TABLE 504.4), 85'-0" (2021 IBC TABLE 504.3)

PROPOSED HEIGHT: 1 STORY, APPROX. 33'-0" HEIGHT

BUILDING AREA:

AREA LIMITATION (I2 - IIB): 33,000 SQUARE FEET (2021 IBC TABLE 506.2)

TOTAL EXISTING AREA 29,097 GROSS SQUARE FEET

EXISTING RENOVATION AREA 13,542 GROSS SQUARE FEET

TOTAL NEW ADDITION AREA 16,411 GROSS SQUARE FEET

NFPA 101-2021 CHAPTER 7- TABLE 7.3.1.2 OCCUPANT LOADS

NFPA 101-2021 CHAPTER 7- 7.2.1.2.3.2) MINIMIM DOOR LEAF WIDTH

MINIMUM DOOR OPENING WIDTH OF 32"

NFPA 101-2021 CHAPTER 7- TABLE 7.3.3.1 EGRESS CAPACITY FACTORS

NFPA 220-2021 CHAPTER 4- TABLE 4.1.1

CONSTRUCTION TYPE: TYPE II (111)

FIRE RESISTANCE RATINGS

COLUMNS: 1 HR

BEAM, GIRDERS, TRUSSES: 1 HR

FLOOR/CEILING ASSEMBLIES: 1 HR

ROOF/CEILING ASSEMBLIES: 1 HR

EXTERIOR NON-BEARING WALLS: 0 HR

INTERIOR NON-BEARING WALLS: 0 HR

FIRE-RESISTIVE REQUIREMENTS:

NON COMBUSTIBLE MATERIALS FOR STRUCTURAL FRAME, FLOORS, ROOF DECK, EXTERIOR

NON-BEARING WALLS, INTERIOR NON-BEARING WALLS (U.N.O. AT EXTERIOR)

BUILDING OCCUPANCY (NFPA 101):

ADDITION: CHAPTER 18: NEW HEALTHCARE

RENOVATION: CHAPTER 19: EXISTING HEALTHCARE

NFPA 101-2021 CHAPTERS 18 - 19 TRAVEL DISTANCE

ADDITION: 200' (NFPA 101: 18.2.6.2)

RENOVATION: 200' (NFPA 101: 19.2.6.2)

NFPA 101-2021 CHAPTERS 18 - 19 SLEEPING ROOM EXIT ACCESS TRAVEL DISTANCE

ADDITION: 50' (NFPA 101: 18.2.6.2.3)

RENOVATION: 50' (NFPA 101: 19.2.6.2.4)

NFPA 101-2021 CHAPTERS 18 - 19 COMMON PATH OF TRAVEL

ADDITION: 100' (NFPA 101: 18.2.5.3)

RENOVATION: 100' (NFPA 101: 18.2.5.3

NFPA 101-2021 CHAPTERS 18 - 19 DEAD END CORRIDOR

ADDITION: 30' (NFPA 101: 18.2.5.2)

RENOVATION: 30' (EXISTING) (NFPA 101: 19.2.5.2)

PROTECTED AREAS:

STORAGE ROOMS LARGER THAN 100 FT2 AND STORING COMBUSTABLE MATERIAL - 1 HR FIRE

BARRIER REQUIRED PER NFPA 101: 18.3.2 AND 8.3.

STORAGE ROOMS LARGER THAN 50 FT2 AND NOT EXCEEDING 100 FT2 AND STORING

COMBUSTABLE MATERIAL - SMOKE PARTITION WITH SPRINKLER PROTECTION REQUIRED PER

VA FIRE PROTECTION DESIGN MANUAL 3.1.A, AND NFPA 101: 18.3.2.1 AND 8.4.

SMOKE COMPARTMENTALIZATION: REQUIRED PER NFPA 101: 18.3.7 AND 19.3.7.

FIRE ALARM SYSTEM: REQUIRED/PROVIDED AUTOMATIC SYSTEM.

STANDPIPES: NOT REQUIRED / NOT PROVIDED.

LIFE SAFETY CODE ANALYSIS

LIFE SAFETY LEGEND

FACP

FEC

FIRE ALARM CONTROL PANEL

FIRE EXTINGUISHER CABINET

EXIT LIGHT / SIGN

NOT IN SCOPE

BUILDING EXIT

EGRESS PATH

AED AUTOMATED EXTERNAL

DEFIBRILLATOR, GC TO COORDINATE

ROUGH-IN CONDITION WITH VA

PROVIDED EQUIPMENT

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

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

CONSULTANTS:

Drawing #

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH REG. NO. A-930 EXP. 12/31/2023

ENGR REG. NO. E-2586 EXP. 12/31/2023

STRUCTURAL/CIVIL

ENGINEER

H2B

1225 N. LOOP W #800

HOUSTON, TX 77008

(713) 864-2900

MECH / ELEC / PLUMB / TECH

ENGINEER

SPUR DESIGN

11020 KING STREET, STE 350

OVERLAND PARK, KS 66210

(913) 369-7200

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY SPRINKLERED

LANDSCAPE ARCHITECT

CLS & ASSOCIATES

825 N. BROADWAY AVE, STE 315

OKLAHOMA, OK 73102

(405) 525-2220

HEALTHCARE/MED

EQUIPMENT PLANNER

INNOVA GROUP

3196 N. SWAN ROAD

TUCSON, AZ 85712

(520) 886-8650

PHYSICAL SECURITY

FORCE PROTECT SECURITY

CONSULTANTS,

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STAMP:

Drawing Number

Building Number

FOOD & BEVERAGE

PLANNER

STURM CONSULTING

5838 S. HUDSON PLACE

TULSA, OK 74135

(918) 260-0667

ENVIRONMENTAL

ENGINEER

RIVERFRONT ENVIRONMENTAL

1139 OLIVE STREET, STE 300

ST. LOUIS, MO 63101

(314) 436-9492

KEY PLAN

A

N

SPUR #: 2015

/5

/2

:3

:4

A

M

LIFE SAFETY PLAN - AREA A

NR 008 OF 221DLK

BID DOCUMENTS

ADDITION AND RENOVATION

OF CLC

09/06/2023

589-703

ROBERT J. DOLE VA MEDICAL CENTER

5500 EAST KELLOGG, BLDG. 60

WICHITA, KS 67218

GI016

N

1/8" = 1'-0" 1/ AE201

LEVEL 1 - LIFE SAFETY PLAN - AREA A1

ASSEMBLY - FIXED SEATING 30 SFSF/PERSON

ASSEMBLY - LESS CONCENTRATED

USE, WITHOUT FIXED SEATING

15 SFSF/PERSON

ASSEMBLY, KITCHENS 100 SFSF/PERSON

BUSINESS 150 SFSF/PERSON

HEALTHCARE - SLEEPING

DEPARTMENTS

120 SFSF/PERSON

STORAGE USE, OTHER 300 SFSF/PERSON

OCCUPANT TYPE

LEVEL COMPONENTS

(WIDTH/PERSON)

STAIRWAYS

(WIDTH/PERSON)

ASSEMBLY - FIXED SEATING .2" N/A

ASSEMBLY - LESS CONCENTRATED

USE, WITHOUT FIXED SEATING

.2" N/A

ASSEMBLY, KITCHENS .2" N/A

BUSINESS .2" N/A

HEALTHCARE - SLEEPING

DEPARTMENTS

<varies> <varies>

STORAGE USE, OTHER <varies> <varies>

No. REVISION DESCRIPTION DATE

FD

FD

FD

FDFD

FIRE - 1 HOUR

FIRE - 2 HOUR

SMOKE PARTITION

PARTITION LEGEND

NEW NON-RATED WALLS

EXISTING WALL TO REMAIN

EXISTING SMOKE PARTITION

EXISTING BUILDING HEIGHT: BUILDING 60

HEIGHT LIMITATION: 1 STORY (2021 IBC TABLE 504.4), 55'-0" (2021 IBC TABLE 504.3)

ACTUAL HEIGHT: 1 STORY, APPROX. 28'-6" HEIGHT

NEW BUILDING HEIGHT: BUILDING 60 ADDITION

HEIGHT LIMITATION: 3 STORIES (2021 IBC TABLE 504.4), 85'-0" (2021 IBC TABLE 504.3)

PROPOSED HEIGHT: 1 STORY, APPROX. 33'-0" HEIGHT

BUILDING AREA:

AREA LIMITATION (I2 - IIB): 33,000 SQUARE FEET (2021 IBC TABLE 506.2)

TOTAL EXISTING AREA 29,097 GROSS SQUARE FEET

EXISTING RENOVATION AREA 13,542 GROSS SQUARE FEET

TOTAL NEW ADDITION AREA 16,411 GROSS SQUARE FEET

NFPA 101-2021 CHAPTER 7- TABLE 7.3.1.2 OCCUPANT LOADS

NFPA 101-2021 CHAPTER 7- 7.2.1.2.3.2) MINIMIM DOOR LEAF WIDTH

MINIMUM DOOR OPENING WIDTH OF 32"

NFPA 101-2021 CHAPTER 7- TABLE 7.3.3.1 EGRESS CAPACITY FACTORS

NFPA 220-2021 CHAPTER 4- TABLE 4.1.1

CONSTRUCTION TYPE: TYPE II (111)

FIRE RESISTANCE RATINGS

COLUMNS: 1 HR

BEAM, GIRDERS, TRUSSES: 1 HR

FLOOR/CEILING ASSEMBLIES: 1 HR

ROOF/CEILING ASSEMBLIES: 1 HR

EXTERIOR NON-BEARING WALLS: 0 HR

INTERIOR NON-BEARING WALLS: 0 HR

FIRE-RESISTIVE REQUIREMENTS:

NON COMBUSTIBLE MATERIALS FOR STRUCTURAL FRAME, FLOORS, ROOF DECK, EXTERIOR

NON-BEARING WALLS, INTERIOR NON-BEARING WALLS (U.N.O. AT EXTERIOR)

BUILDING OCCUPANCY (NFPA 101):

ADDITION: CHAPTER 18: NEW HEALTHCARE

RENOVATION: CHAPTER 19: EXISTING HEALTHCARE

NFPA 101-2021 CHAPTERS 18 - 19 TRAVEL DISTANCE

ADDITION: 200' (NFPA 101: 18.2.6.2)

RENOVATION: 200' (NFPA 101: 19.2.6.2)

NFPA 101-2021 CHAPTERS 18 - 19 SLEEPING ROOM EXIT ACCESS TRAVEL DISTANCE

ADDITION: 50' (NFPA 101: 18.2.6.2.3)

RENOVATION: 50' (NFPA 101: 19.2.6.2.4)

NFPA 101-2021 CHAPTERS 18 - 19 COMMON PATH OF TRAVEL

ADDITION: 100' (NFPA 101: 18.2.5.3)

RENOVATION: 100' (NFPA 101: 18.2.5.3

NFPA 101-2021 CHAPTERS 18 - 19 DEAD END CORRIDOR

ADDITION: 30' (NFPA 101: 18.2.5.2)

RENOVATION: 30' (EXISTING) (NFPA 101: 19.2.5.2)

PROTECTED AREAS:

STORAGE ROOMS LARGER THAN 100 FT2 AND STORING COMBUSTABLE MATERIAL - 1 HR FIRE

BARRIER REQUIRED PER NFPA 101: 18.3.2 AND 8.3.

STORAGE ROOMS LARGER THAN 50 FT2 AND NOT EXCEEDING 100 FT2 AND STORING

COMBUSTABLE MATERIAL - SMOKE PARTITION WITH SPRINKLER PROTECTION REQUIRED PER

VA FIRE PROTECTION DESIGN MANUAL 3.1.A, AND NFPA 101: 18.3.2.1 AND 8.4.

SMOKE COMPARTMENTALIZATION: REQUIRED PER NFPA 101: 18.3.7 AND 19.3.7.

FIRE ALARM SYSTEM: REQUIRED/PROVIDED AUTOMATIC SYSTEM.

STANDPIPES: NOT REQUIRED / NOT PROVIDED.

LIFE SAFETY CODE ANALYSIS

LIFE SAFETY LEGEND

FACP

FEC

FIRE ALARM CONTROL PANEL

FIRE EXTINGUISHER CABINET

EXIT LIGHT / SIGN

NOT IN SCOPE

BUILDING EXIT

EGRESS PATH

AED AUTOMATED EXTERNAL

DEFIBRILLATOR, GC TO COORDINATE

ROUGH-IN CONDITION WITH VA

PROVIDED EQUIPMENT

RESIDENT - B2

201 SF

RESIDENT - B2

RESIDENT - B2

201 SF

RESIDENT - B2

RESIDENT - B2

200 SF

RESIDENT - B2

RESIDENT - B2

84 SF

BATH

158A

BATH

158A

84 SF

BATH

157A

BATH

157A

82 SF

BATH

156A

BATH

156A

75 SF

BATH

155A

BATH

155A

240 SF

RESIDENT - B1

RESIDENT - B1

241 SF

RESIDENT - B1

RESIDENT - B1

83 SF

BATH

153A

BATH

153A

48 SF

HAC

HAC

214 SF

RESIDENT - B1

RESIDENT - B1

213 SF

RESIDENT - B1

RESIDENT - B1

84 SF

BATH

162A

BATH

162A

83 SF

BATH

160A

BATH

160A

218 SF

RESIDENT - B1

RESIDENT - B1

83 SF

BATH

164A

BATH

164A

83 SF

BATH

161A

BATH

161A

82 SF

BATH

159A

BATH

159A

83 SF

BATH

163A

BATH

163A

99 SF

MEDS

MEDS

82 SF

BATH

173A

BATH

173A

207 SF

RESIDENT - B2

RESIDENT - B2

02 FULL

167A

02 USED

167B

122 SF

CLEAN SUPPLY

CLEAN SUPPLY

77 SF

SOILED UTL

SOILED UTL

105 SF

EQUIP STOR

EQUIP STOR

105 SF

SW OFC

SW OFC

103 SF

NRS LDR OFC

NRS LDR OFC

103 SF

MED DIR OFC

MED DIR OFC

136 SF

CLEAN LINEN

CLEAN LINEN

132 SF

SOILED UTL

SOILED UTL

135 SF

GENERAL STOR

GENERAL STOR

189 SF

TEAM WORKRM

TEAM WORKRM

188 SF

TEAM WORKRM

TEAM WORKRM

182 SF

DEN

DEN

190 SF

BATHING RM

BATHING RM

63 SF

TLT

176A

TLT

176A

207 SF

RESIDENT - B2

RESIDENT - B2

82 SF

BATH

175A

BATH

175A

22 SF

ELEC

ELEC

128 SF

H. LAUNDRY

H. LAUNDRY

97 SF

DIR OFC

DIR OFC

58 SF

TLT

184A

TLT

184A

200 SF

RESIDENT - B2

RESIDENT - B2

201 SF

RESIDENT - B2

RESIDENT - B2

60 SF

H. STOR

H. STOR

117 SF

HOUSE OFC

HOUSE OFC

CLC RECEP

100A

143 SF

KITCHEN

KITCHEN

249 SF

DINING

166B

DINING

166B

463 SF

LIVING ROOM

166A

LIVING ROOM

166A

626 SF

RESIDENT DINING

RESIDENT DINING

MOP

131B

17 SF

HAC

166D

HAC

166D

40 SF

PANTRY

166C

PANTRY

166C

17 SF

CRASH CART

013A

CRASH CART

013A

N&FS KITCHEN/

SERVERY

131A

CORRIDOR

CORRIDOR

CORRIDOR

CORRIDOR

CORRIDOR

CORRIDOR

CORRIDOR

F E

C

TRAVEL DISTANCE: 90'

TRAVEL DISTANCE: 100'TRAVEL DISTANCE: 113' TRAVEL DISTANCE: 87'

T R

A V

E L

D

IS

T A

N C

E : 1

FEC FEC

FEC

F E

C

T R

A V

E L

D

IS

T A

N C

E

T R

A V

E L

D

IS

T A

N C

E : 7

7'

T R

A V

E L

D

IS

T A

N C

E

0'

FEC

VESTIBULE

001A

WAITING

PT/OT RECEP

100B

CORRIDOR

EXAM

104 103 106 108

103A

109A

113A

110E

110F

110D 110C

110B 110A

1B133

1B133A

1B134

1B135A

1B1351B1361B1371B138

1B137A 1B136A

1B130

1B131

1B131A

1B132

1B1251B127

1B141

1B124

1B142

1B140

1B1261B1281B129

VESTIBULE

014A

SSTV

131C

HAC

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

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

CONSULTANTS:

Drawing #

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH REG. NO. A-930 EXP. 12/31/2023

ENGR REG. NO. E-2586 EXP. 12/31/2023

STRUCTURAL/CIVIL

ENGINEER

H2B

1225 N. LOOP W #800

HOUSTON, TX 77008

(713) 864-2900

MECH / ELEC / PLUMB / TECH

ENGINEER

SPUR DESIGN

11020 KING STREET, STE 350

OVERLAND PARK, KS 66210

(913) 369-7200

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY SPRINKLERED

LANDSCAPE ARCHITECT

CLS & ASSOCIATES

825 N. BROADWAY AVE, STE 315

OKLAHOMA, OK 73102

(405) 525-2220

HEALTHCARE/MED

EQUIPMENT PLANNER

INNOVA GROUP

3196 N. SWAN ROAD

TUCSON, AZ 85712

(520) 886-8650

PHYSICAL SECURITY

FORCE PROTECT SECURITY

CONSULTANTS,

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STAMP:

Drawing Number

Building Number

FOOD & BEVERAGE

PLANNER

STURM CONSULTING

5838 S. HUDSON PLACE

TULSA, OK 74135

(918) 260-0667

ENVIRONMENTAL

ENGINEER

RIVERFRONT ENVIRONMENTAL

1139 OLIVE STREET, STE 300

ST. LOUIS, MO 63101

(314) 436-9492

KEY PLAN

B

N

SPUR #: 2015

/5

/2

:3

:5

A

M

LIFE SAFETY PLAN - AREA B

NR 009 OF 221DLK

BID DOCUMENTS

ADDITION AND RENOVATION

OF CLC

09/06/2023

589-703

ROBERT J. DOLE VA MEDICAL CENTER

5500 EAST KELLOGG, BLDG. 60

WICHITA, KS 67218

GI017

N

1/8" = 1'-0"

LEVEL 1 - LIFE SAFETY PLAN - AREA B1

ASSEMBLY - FIXED SEATING 30 SFSF/PERSON

ASSEMBLY - LESS CONCENTRATED

USE, WITHOUT FIXED SEATING

15 SFSF/PERSON

ASSEMBLY, KITCHENS 100 SFSF/PERSON

BUSINESS 150 SFSF/PERSON

HEALTHCARE - SLEEPING

DEPARTMENTS

120 SFSF/PERSON

STORAGE USE, OTHER 300 SFSF/PERSON

OCCUPANT TYPE

LEVEL COMPONENTS

(WIDTH/PERSON)

STAIRWAYS

(WIDTH/PERSON)

ASSEMBLY - FIXED SEATING .2" N/A

ASSEMBLY - LESS CONCENTRATED

USE, WITHOUT FIXED SEATING

.2" N/A

ASSEMBLY, KITCHENS .2" N/A

BUSINESS .2" N/A

HEALTHCARE - SLEEPING

DEPARTMENTS

<varies> <varies>

STORAGE USE, OTHER <varies> <varies>

E12E11E10E9AE8A

ED

EE

EF

EG

E13

E7

EF1

EH

P

E8 E9

EB

EC

F

D

A

876543

K

I

H

J

5.521

C

96.5

B

E

2.5 3.5

N

G

C.3

AREA B

AREA A

5'-2 5/16" 3'-0 7/8" 3'-3 3/16" 5'-2 1/4"

7'-7 5/16" 7'-7 1/16"

'-2

/2

" 3' -0

/8

'-2

/2

3'-3 7/16" 5'-2 1/4"

'-2

/2

3' -0

7'-7 3/8"

12'-2 3/8"

7' -7

/4

"3'-0"

5' -2

/4

'-2

/8

7'-7 3/8"

5'-2 1/4"

3' -0

'-2

/8

5'-2 1/4"

3' -0

7'-7 1/8"

5'-2 1/4"

2'-4 13/16"2'-4 13/16" 2'-5 1/8"

'-2

/8

5'-2 1/8"

3' -0

7'-7 3/8" 1'-6 1/4"

7'-7 1/8"

5'-2 1/4"

'-2

/8

7'-7 3/8" 1'-6 1/4"

7'-7 1/4"

3' -0

5'-2 1/4"5'-2 1/4"5'-2 1/4"5'-2 1/4"

3' -0

'-2

/8

7'-7"

1'-0 1/4" 6 1/8"

7'-7 1/8"

7' -7

/4

12'-2 3/8"

3'-0"

5' -2

/4

7' -1

1/

4"

12'-4 3/8"

5' -2

/4

3'-0"

2'-8 5/8"

2' -1

5/

8"

12'-4 1/4"

'-8

/2

1' -2

/2

1'-9"

8'-7"

8' -8

/8

7' -7

/4

12'-2 3/8"

5' -2

/4

3'-0"

2' -9

/8

4'-6 7/8"

6 1/4"

6' -5

/4

8'-9 3/8"

5' -2

/4

3'-0"

7' -7

/8

12'-2 3/8"

2' -9

/8

8'-1 3/4"

1' -3

/8

7/

6 1/4"

4'-6 7/8"

2' -1

1/

2"

7' -1

3/

4"

8'-1 1/4"

9 7/8"

7' -7

/8

12'-2 3/8"

5' -2

/4

3'-0"

4' -6

/4

"6 5/8" 1'-3 5/8"

6 5/8"

5/

8"

1' -4

/8

1'-5 5/8" 6 5/8"

5/

8" 1'

-3

/8

1'-3 5/8" 6 5/8"

5/

8" 1'

-3

/8

6 5/8" 1'-4 1/8"

1' -5

/8

5/ 8"

6 5/8"

1'-4 1/8"

1' -5

/8

5/ 8"

1'-4 1/8"

5/

8" 1'

-0

/8

6 5/8" 1'-4 5/8"

'-2

/1

6"

9' -1

/1 6"

18'-1 1/2"

9'-11 5/8"

'-4

/8

23'-3 1/4"

3' -3

/4

7'-7 1/8"

8' -1

1/

8"

2'-1 1/8" 8'-2 7/8" 3 5/8"

7' -7

/4

5' -2

/4

12'-2 1/8"

3'-0"

4' -9

/4

8' -7

/8

3' -5

/8

2"

5'-2 1/4"3'-0 3/8"

3' -0

'-1

7'-7 3/8"

3/

5/

8" 1'

-2

/8

1'-1 7/8" 6 5/8"

'-1

/8

7'-7 1/8"

3' -0

5'-2 1/4" 5'-2 1/4"

'-1

/8

7'-7 1/8"

3' -0

'-2

/4

3' -0

" 5'-2 1/2"

7'-7 3/4"

5'-2 1/4"

7 13/16"1'-1 13/16"

/1 6"

7"

6' -7

/8

7' -7

/4

3'-0"

5' -2

/4

11'-3 7/8" 2"

5/

" 5 7/8"

5'-2 1/4"

3' -0

'-1

/4

7'-7 3/8"

1'-2 1/8"

1/

5'-2 1/4" 3'-2 3/8"

5'-2 1/4" 3'-1 7/8"

'-2

/8

3' -0

7'-7 1/4" 7'-7 1/4"7'-7 1/4" 7'-7 1/4"

'-2

/4

5'-2 1/4" 3'-9 1/8" 2'-7 1/8"

5'-2 1/4"

3/

3/

5/

8" 1'

-2

/8

6 5/8"

1'-9 1/4"

1' -3

/8

5/ 8"

6 5/8"

NOT IN SCOPE

NOT IN SCOPE

NOT IN SCOPE

6 5/8"

-2 1/2" -2 1/2" -2 1/2" -2 1/2"

-2 1/2"

-2 1/2"-2 1/2"-2 1/2"-2 1/2"-2 1/2"-2 1/2"

-2 1/2"

-2 1/2"

-2 1/2"

-3/4"

-3/4"

-1"

-3/4"

-3/4"

-2 1/2"

-2 1/2"

-2 1/2"

-2 1/2"-2 1/2"-2 1/2"

-2 1/2"-2 1/2"-2 1/2"-2 1/2"-2 1/2"-2 1/2"

-2 1/2"

-2 1/2" -2 1/2" -2 1/2" -2 1/2"

-3/4"

-8" BRICK LEDGE

RECESS AT NEW

PERIMETER

WALL, TYP.

-8" BRICK LEDGE RECESS AT

NEW PERIMETER WALL, TYP.

-8" BRICK LEDGE RECESS AT

NEW PERIMETER WALL, TYP.

-8" BRICK LEDGE RECESS AT

NEW PERIMETER WALL, TYP.

3' -4

8' -8

/1

6"

-8" BRICK LEDGE RECESS AT

NEW PERIMETER WALL, TYP.

M

L

1'-8 1/2"

-2 1/2"

'-3

/2

9'

-1

/2

'-0

/2

'-3

'-3

'-1

1/ 2"

'-7

/2

1'

-5

/2

4'

-6

'-0

4'

-1 0"

9' -1

0"

'-1

9' -3

5'

-3

6' -4

'-6

'-1

1/

2" 5'

-8

/2

5' -9

190'-5"

12'-0" 10'-0" 10'-0" 16'-6" 12'-6" 36'-0" 11'-0" 21'-6" 13'-0" 19'-6" 16'-3" 12'-2"

108C

114A 108B

103A

111109A

113A

108A

110E 110F

110D 110C

110B 110A

1B130

1B1251B141

1B142

1B124

1B1261B128

1B129

WAITING

CLEAN LINEN

SOILED UTL

GENERAL STOR

TEAM WORKRM

TEAM WORKRM

DEN

CORRIDOR

VESTIBULE

014A

RESIDENT - B2

BATH

175A

RESIDENT - B2

BATH

173A

MEDS

BATH

163A

BATH

161A

BATH

159A

BATH

158A

BATH

157A

BATH

156A

BATH

155A

RESIDENT - B1

RESIDENT - B1

BATH

153A

CORRIDOR

BATH

160A

BATH

162A

BATH

164A

DINING

166B

LIVING ROOM

166A

RESIDENT DINING

N&FS KITCHEN/

SERVERY

131A

CORRIDOR

CORRIDOR

DIR OFC

MED DIR OFC

H. LAUNDRY

BATHING RM

TLT

184A

TLT

176A

EQUIP STOR

CLEAN SUPPLY

NRS LDR OFC

SW OFC

178 HOUSE OFC

VESTIBULE

001A

PT/OT RECEP

100B

H. STOR

SSTV

131C

MOP

131B

HAC

RESIDENT - B1

RESIDENT - B1

RESIDENT - B1

RESIDENT - B2

RESIDENT - B2

RESIDENT - B2

RESIDENT - B2

RESIDENT - B2

RESIDENT - B2

CORRIDOR

OFFICE

1B103A

CONF. /

PRIVATE

DINING

TLT

ART ROOM

MP

STOR

132A

MULTIPURPOSE/

ACTIVITY

ROOM

132A

RT OFC

MED

HOUSE

STOR.

HOUSE

LNDRY

TOILET

117A

BATHING

ROOM

IT

ROOM

ELEC

FIRE RISER

ROOM

VESTIBULE

006A

RESIDENT

BARIATRIC

RESIDENT

RESIDENT

RESIDENT

RESIDENT

RESIDENT

RESIDENT

RESIDENT

RESIDENT

RESIDENT

LIVING

ROOM

133A

KITCHEN

DINING

133B

SOILED

UTILITY

HOUSE OFC

PANTRY

133C

CLEAN

SUPPLY

BATH

135A

BATH

134A

BATH

122A

BATH

121A

BATH

119A

BATH

136A

BATH

139A

BATH

140A

BATH

142A

BATH

143A

RESIDENT

RESIDENT

RESIDENT

BATH

138A

BATH

141A

BATH

137A

HAC

BATH

145A RESIDENT

RESIDENT

BATH

146A

STOR

DEN

STAFF

LOUNGE

RESIDENT

RESIDENT

CORRIDOR

BATH

151A

TLT

VESTIBULE

008A

CORRIDOR

BATH

152A th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

CONSULTANTS:

Drawing #

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH REG. NO. A-930 EXP. 12/31/2023

ENGR REG. NO. E-2586 EXP. 12/31/2023

STRUCTURAL/CIVIL

ENGINEER

H2B

1225 N. LOOP W #800

HOUSTON, TX 77008

(713) 864-2900

MECH / ELEC / PLUMB / TECH

ENGINEER

SPUR DESIGN

11020 KING STREET, STE 350

OVERLAND PARK, KS 66210

(913) 369-7200

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY SPRINKLERED

LANDSCAPE ARCHITECT

CLS & ASSOCIATES

825 N. BROADWAY AVE, STE 315

OKLAHOMA, OK 73102

(405) 525-2220

HEALTHCARE/MED

EQUIPMENT PLANNER

INNOVA GROUP

3196 N. SWAN ROAD

TUCSON, AZ 85712

(520) 886-8650

PHYSICAL SECURITY

FORCE PROTECT SECURITY

CONSULTANTS,

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STAMP:

Drawing Number

Building Number

FOOD & BEVERAGE

PLANNER

STURM CONSULTING

5838 S. HUDSON PLACE

TULSA, OK 74135

(918) 260-0667

ENVIRONMENTAL

ENGINEER

RIVERFRONT ENVIRONMENTAL

1139 OLIVE STREET, STE 300

ST. LOUIS, MO 63101

(314) 436-9492

SPUR #: 2015

/5

/2

:3

:5

A

M

RECESS SLAB FLOOR PLAN

NR 010 OF 221DLK

BID DOCUMENTS

ADDITION AND RENOVATION

OF CLC

09/06/2023

589-703

ROBERT J. DOLE VA MEDICAL CENTER

5500 EAST KELLOGG, BLDG. 60

WICHITA, KS 67218

GI018

N

3/32" = 1'-0"

LEVEL 1 - RECESS SLAB FLOOR PLAN1

LS-03

LS-03

LS-02

LS-02

LS-02

LS-03

LS-02

LS-02

LP-02

LS-03

LS-03

LS-02

LS-03

LS-02

LS-03

LP-02

LP-02

LS-02

LP-02

LS-03

LS-03

LS-03

LS-03

LS-03

LS-03

LP-02

INSTALL TREE PROTECTION

FENCING PRIOR TO CONSTRUCTION

EXISTING TREE TO REMAIN

DECORATIVE PAVERS

ON GRAVEL BASE

6' TALL FENCE

24' DIA SHADE STRUCTURE

(1) TABLE AND (4)CHAIRS

(6)ADIRONDACK CHAIRS

CIRCULAR PAVERS

ON GRAVEL BASE

(3) GAME TABLE

DECORATIVE PAVERS

ON GRAVEL BASE

WHISPER GLIDER SWING

12" CONCRETE EDGING

12" CONCRETE EDGING

LITTER RECEPTACLE

EXISTING WALKS

GATE

GATE

DECORATIVE PAVERS

ON CONCRETE BASE

PRICE OUT 4" CONCRETE

PAVEMENT IN LIEU OF

PAVERS. REFER CIVIL

FOR DETAIL.

STORAGE BENCH

HACKETT BEAM BOULDERS

DECOMPOSED GRANITE MULCH

12" CONCRETE EDGING

(4) BENCHES CENTERED BETWEEN COLUMNS

(1) TABLE AND (4)CHAIRS

(1) TABLE AND (3)CHAIRS

FLAGPOLE BASE, REFER CIVIL

FLAGPOLE BASE, REFER CIVIL

FLAGPOLE BASE, REFER CIVIL

ANTI RAM HACKETT BEAM BOULDERS

ALONG EAST SIDE OF COURTYARD

HACKETT BEAM BOULDERS

ANTI RAM HACKETT BEAM BOULDERS

ALONG EAST SIDE OF COURTYARD

BENCH

BERMUDA GRASS SOD

OUTDOOR STORAGE CABINET

PATIO FURNITURE SET

LITTER RECEPTACLE

PLANTING BED DRAINAGE

LS-02

LP-02

LP-02

LS-02

LS-03

LS-02

LP-02

LS-02

LP-02 12" CONCRETE EDGING

BERMUDA GRASS SOD SYMBOL DESCRIPTION QTY DETAIL

HACKETT BEAM BOULDERS - TYPE A - MINIMUM SIZE - 6`-7`

LONG X 30" WIDE - 3,500 LBS

HACKETT BEAM BOULDERS - TYPE B - APPROXIMATELY 5`-6`

LONG X 24" WIDE - 3,000 LBS

6/LP-02

6/LP-02

MATERIALS SCHEDULE

5/LS-02

5/LS-02

LS-01

HARDSCAPE PLAN

N O R T H

SCALE: 1 " = 10' - 0 "

0' 5' 10' 20'

SCALE: 1"=10'

HARDSCAPE PLAN1

LAYOUT NOTES

1. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS, LAYOUT COORDINATES, AND

WORK FROM PREVIOUS AND ONGOING CONTRACTS IN THE FIELD. CONTRACTOR SHALL

REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT FOR DIRECTIONS

IMMEDIATELY BEFORE PROCEEDING WITH THAT PORTION OF THE WORK.

2. REFER TO CIVIL FOR DIMENSIONS OF HARDSCAPE ELEMENTS. CONTRACTOR SHALL

REQUEST A FIELD REVIEW BY THE LANDSCAPE ARCHITECT OF THE LAYOUT OF ALL

ELEMENTS, AS SHOWN. CONTRACTOR SHALL STAKE ALL LOCATIONS AND OBTAIN

APPROVAL FROM THE LANDSCAPE ARCHITECT PRIOR TO THE COMMENCEMENT OF

WORK.

3. CONTRACTOR SHALL ERECT AND INSTALL ALL WORK LEVEL, PLUMB, SQUARE, TRUE,

STRAIGHT, AND IN PROPER ALIGNMENT.

4. CONTRACTOR SHALL NOT SCALE DRAWINGS; CONTRACTOR SHALL USE DIMENSIONS

SHOWN.

5. NO DIMENSIONS ARE ADJUSTABLE WITHOUT THE REVIEW AND APPROVAL OF

LANDSCAPE ARCHITECT UNLESS NOTED.

6. TYPICAL [TYP] MEANS IDENTICAL FOR ALL SIMILAR CONDITIONS UNLESS OTHERWISE

NOTED.

7. ALIGN MEANS ACCURATELY LOCATE FINISH FACES IN THE SAME PLANE.

8. ALL CURVES FOR PAVING, BANDS, PATHS, AND EDGING SHALL BE ALIGNED IN A

SMOOTH AND CONTINUOUS FASHION AND SHALL MEET ADJACENT SURFACES AT 90

DEGREES, UNLESS OTHERWISE INDICATED. ALL WALK RADII AND CURVES SHALL BE

SMOOTH AND CONTINUOUS WITHOUT ABRUPT CHANGES OR BENDS UNLESS

OTHERWISE SHOWN.

9. MAX SPACING BETWEEN HACKETT BEAM ANTI RAM BOULDERS TO BE 48"

10. REFER MECHANICAL FOR CONNECTION TO STORM DRAIN IN THE INTERIOR COURTYARD.

CONTROLLED UNCLASSIFIED INFORMATION - CUI

VA PURCHASED, VA INSTALLED

VA PURCHASED, VA INSTALLED

VA PURCHASED, VA INSTALLED

VA PURCHASED, VA INSTALLED

VA PURCHASED, VA INSTALLED

VA PURCHASED, VA INSTALLED

VA PURCHASED, VA INSTALLED

VA PURCHASED, VA INSTALLED

VA PURCHASED, VA INSTALLED

VA PURCHASED, VA INSTALLED

VA PURCHASED, VA INSTALLED

VA PURCHASED, VA INSTALLED

NOTE:

REFER TO CIVIL FOR DIMENSIONS

OF HARDSCAPE ELEMENTS.

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

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

VA FORM 08-6231

Drawing Title

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

STAMP:

Veterans Health

Administration

Project Title

Location

Date Checked Drawn

Project Number

Drawing # OF

Drawing Number

Building Number

5/ /2 8:

:1

AM

CLS 222CLS

ADDITION AND RENOVATION

OF CLC

09/06/2023

589-703

ROBERT J. DOLE VA MEDICAL CENTER

5500 EAST KELLOGG, BLDG. 60

WICHITA, KS 67218

SPUR #: 2015CONSULTANTS:

STRUCTURAL/CIVIL

ENGINEER

H2B

1225 N. LOOP W #800

HOUSTON, TX 77008

(713) 864-2900

MECH / ELEC / PLUMB / TECH

ENGINEER

SPUR DESIGN

11020 KING STREET, STE 350

OVERLAND PARK, KS 66210

(913) 369-7200

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

LANDSCAPE ARCHITECT

CLS & ASSOCIATES

825 N. BROADWAY AVE, STE 315

OKLAHOMA, OK 73102

(405) 525-2220

HEALTHCARE/MED

EQUIPMENT PLANNER

INNOVA GROUP

3196 N. SWAN ROAD

TUCSON, AZ 85712

(520) 886-8650

PHYSICAL SECURITY

FORCE PROTECT SECURITY

CONSULTANTS,

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

FOOD & BEVERAGE

PLANNER

STURM CONSULTING

5838 S. HUDSON PLACE

TULSA, OK 74135

(918) 260-0667

ENVIRONMENTAL

ENGINEER

RIVERFRONT ENVIRONMENTAL

1139 OLIVE STREET, STE 300

ST. LOUIS, MO 63101

(314) 436-9492

No. REVISION DESCRIPTION DATE

ARCH REG. NO. A-930 EXP. 12/31/2021

ENGR REG. NO. E-2586 EXP. 12/31/2021

FULLY SPRINKLERED

BID DOCUMENTS

09-06-23

6' TALL DECORATIVE FENCE

5/8" X 18GA PICKET

FENCE POST

16" X 11

4" MONTAGE RAIL

DOUBLE RING ADORNMENT

NOTES:

1. 4' TALL FENCE AND GATE TO BE MONTAGE PLUS FENCE WITH MAJESTIC TOP BY

AMERISTAR FENCE OR APPROVED EQUAL, WWW.AMERISTARFENCE.COM

2. CONTACT

2.1. MISTY SINGLETON (405)800-321-8724

2.2. WWW.AMERISTARFENCE.COM

3. INSTALL PER MANUFACTURER'S RECOMMENDATIONS.

4. COLOR TO BE BLACK

5. SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO ORDERING.

DOUBLE GATE ARRANGEMENT

2" CLR STANDARD

LEAF WIDTHS 2" CLR

2" CLR

3' -0

GATE UPRIGHT

2" 4'

-0

2' -0

5"

2"

8' O.C. NOM.

1'-0"

1'-0"

GATE POST

CANE BOLT

FINISHED GRADE

3,500 PSI CONCRETE FOOTING

NOT TO SCALE9

LS-02

HARDSCAPE DETAILS

COLORED CONCRETE PAVING

NOT TO SCALE

CONCRETE PAVING REFER

CIVIL

DECORATIVE CONCRETE

DECORATIVE CONCRETE NOTE:

1. COLOR ADDITIVE TO BE INTEGRAL TO THE FULL DEPTH OF

PAVEMENT AND TO BE BY DAVIS COLORS OR APPROVED EQUAL.

WWW.DAVISCOLORS.COM

4. COLOR AND TEXTURE BY BOMANITE OR APPROVED EQUAL.

(WWW.BOMANITE.COM)

5. TEXTURE TO BE REGULAR SLATE TEXTURE.

6. SUBMIT COLOR SAMPLES FOR APPROVAL.

FLUSH

1" M

IN

PAVERS ON CONCRETE BASE

NOT TO SCALE

1"

6"

CONCRETE PAVER

2 38" MIN. THICKNESS

CONCRETE BASE, REFER CIVIL

1" MIN. BEDDING SAND GEOTEXTILE

ADJACENT LANDSCAPE

#3 REBAR, CONTINUOUS

INSITU CONCRETE TOE

INSTALL WHERE PAVERS ABUT

LANDSCAPED AREAS

NOTE:

CONTRACTOR SHALL SUBMIT COLOR FOR APPROVAL.

COST OF CONCRETE TOE TO BE INCLUDED WITH PAVER ITEM.

ADJACENT CONCRETE

FRONT ELEVATION TOP VIEW

SECTION A-A

FOOT MOUNT

1.50"

2.96"

Ø0.50"

23.44"

.5

0"

3.50" 3.50"

81.57"61.89"

AA

1.

.1

2"

.1 6"

.0

4"

Ø 2.

24.00"

36" GAME TABLE - ANOVA

NOTE:

1. TABLE SHALL BE MODEL BH1801-GT BY ANOVA SITE FURNISHINGS OR

APPROVED EQUAL. WWW.ANOVAFURNISHINGS.COM

2. INCLUDE 24"X24" SQUARE INSET POLYCARBONATE GAME BOARD.

3. COLORS SHALL BE SELECTED BY ARCHITECT

4. INCLUDE SURFACE MOUNT OPTION

NOT TO SCALE7

NOTES:

1. 6' TALL FENCE AND GATE TO BE MONTAGE PLUS FENCE WITH MAJESTIC TOP BY

AMERISTAR FENCE OR APPROVED EQUAL, WWW.AMERISTARFENCE.COM

2. CONTACT

2.1. JASON GOINS (800)-321-8724

2.2. WWW.AMERISTARFENCE.COM

3. INSTALL PER MANUFACTURER'S RECOMMENDATIONS.

4. COLOR TO BE BLACK

FLUSH

1" M

IN

PAVERS ON GRAVEL BASE

NOT TO SCALE

1"

6"

CONCRETE PAVER

2 38" MIN. THICKNESS

4" COMPACTED

GRAVEL BASE

1" MIN. BEDDING SAND GEOTEXTILE

ADJACENT LANDSCAPE

#3 REBAR, CONTINUOUS

INSITU CONCRETE TOE

INSTALL WHERE PAVERS ABUT

LANDSCAPED AREAS

NOTE:

CONTRACTOR SHALL SUBMIT COLOR FOR APPROVAL.

COST OF CONCRETE TOE TO BE INCLUDED WITH PAVER ITEM.

ACCESSIBLE GLIDER

NOTE:

THERAPEUTIC SWING TO BE WHISPER GLIDE BY WHISPER GLIDE SWING CO, LLC

OR APPROVED EQUAL.

WWW.WHISPERGLIDE.COM

CONTACT : MATT RICHARDSON (800)944-7737

INSTALL PER MANUFACTURER'S RECOMMENDATIONS.

NOT TO SCALE6

PAVER PATTERN - BERGERAC

STANDARD BERGERAC

PAVER CIRCLE KIT

INSTALL CAMBRIDGE

COBBLE PAVER TO

EXTEND THE RADIUS AS

SHOWN ON PLAN.

NOTE:

1. PAVERS TO BE BY BELGARD OR APPROVED EQUAL.

WWW.BELGARDCOMMERCIAL.COM

2. SUBMIT COLOR FOR APPROVAL PRIOR TO ORDERING

CONCRETE EDGING

OR INSITU

CONCRETE TOE

NOT TO SCALE4

6' -0

VA PURCHASED, VA INSTALLED VA PURCHASED, VA INSTALLED

TOP VIEW

FRONT VIEW

8' -0

C

LE

AR

'-3

1 2" R

EF

3' -0

R

EF

12'-0"

24'-0"

ISOMETRIC VIEW

TOP VIEW

FINISHED

GRADE

NOTE:

1. 24' SHADE STRUCTURE TO MATCH IMAGE, BY POLIGON, OR

APPROVED EQUAL.

2. WWW.POLIGON.COM

6. BASIS OF DESIGN TO BE OXFORD CLERESTORY - TWO

TIERED HEXAGON GAZEBO, HIP ROOF.

7. CONTACT JOHN MCMASTER WITH POLIGON SHELTERS.

1-(913)-907-0790

8. CONTRACTOR SHALL PROVIDE SEALED JOB SPECIFIC

ANCHOR AND FOOTING DESIGN DRAWINGS AND

ENGINEERED STRUCTURES FOR CONSTRUCTION.

9. SUBMIT COLOR SAMPLES FOR APPROVAL.

24' SHADE STRUCTURE - POLIGON

MOUNT LIGHT FIXTURES ON THE

INSIDE OF POSTS AT 7 FEET FROM

TOP OF CONCRETE SLAB.

REFER ELECTRICAL FOR TYPE OF

FIXTURE.

NOT TO SCALE10

NOTE:

BEAMS TO BE SET LEVEL IN ALL DIRECTIONS

FINISHED GRADE

HACKETT BEAM BOULDER

BY MINICK MATERIALS OR EQUAL

SIZE AS SPECIFIED ON PLAN

PREPARED SUBGRADE

4" COMPACTED

GRAVEL BASE

HACKETT BEAM BENCH ON GRAVEL BASE

DECORATIVE GRAVEL

REFER PLAN

1' -6

BURY APPROX. 13 OF

BEAM FOR

STABILIZATION

NOT TO SCALE5

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

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

VA FORM 08-6231

Drawing Title

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

STAMP:

Veterans Health

Administration

Project Title

Location

Date Checked Drawn

Project Number

Drawing # OF

Drawing Number

Building Number

5/

/2

8:

:1

AM

CLS 221CLS

ADDITION AND RENOVATION

OF CLC

09/06/2023

589-703

ROBERT J. DOLE VA MEDICAL CENTER

5500 EAST KELLOGG, BLDG. 60

WICHITA, KS 67218

SPUR #: 2015CONSULTANTS:

STRUCTURAL/CIVIL

ENGINEER

H2B

1225 N. LOOP W #800

HOUSTON, TX 77008

(713) 864-2900

MECH / ELEC / PLUMB / TECH

ENGINEER

SPUR DESIGN

11020 KING STREET, STE 350

OVERLAND PARK, KS 66210

(913) 369-7200

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

LANDSCAPE ARCHITECT

CLS & ASSOCIATES

825 N. BROADWAY AVE, STE 315

OKLAHOMA, OK 73102

(405) 525-2220

HEALTHCARE/MED

EQUIPMENT PLANNER

INNOVA GROUP

3196 N. SWAN ROAD

TUCSON, AZ 85712

(520) 886-8650

PHYSICAL SECURITY

FORCE PROTECT SECURITY

CONSULTANTS,

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

FOOD & BEVERAGE

PLANNER

STURM CONSULTING

5838 S. HUDSON PLACE

TULSA, OK 74135

(918) 260-0667

ENVIRONMENTAL

ENGINEER

RIVERFRONT ENVIRONMENTAL

1139 OLIVE STREET, STE 300

ST. LOUIS, MO 63101

(314) 436-9492

No. REVISION DESCRIPTION DATE

ARCH REG. NO. A-930 EXP. 12/31/2021

ENGR REG. NO. E-2586 EXP. 12/31/2021

FULLY SPRINKLERED

100% CONSTRUCTION DOCUMENTS

LS-03

HARDSCAPE DETAILS

NOTE:

1. BENCH TO BE MODEL PLK60T THERMORY PLANK ADIRONDACK CHAIR BY ANOVA SITE FURNISHINGS OR

APPROVED EQUAL, WWW.ANOVAFURNISHINGS.COM

2. CONTACT BOB EVANS, (314)-495-8357.

3. SUBMIT COLOR SAMPLES FOR APPROVAL PRIOR TO ORDERING.

4. INSTALL PER MANUFACTURER'S RECOMMENDATIONS.

FRONT ELEVATION

SIDE ELEVATION

20.00"

27.50" 32.57"

.1

3"

.1

4"

.7

8"

21.50"

36" ADIRONDACK CHAIR - ANOVA

1'-4"

NOT TO SCALE4

3.

5"

0.

3"

TOP VIEW SIDE ELEVATION

.3

5"

35.16"

2.

.4 8"

Ø52.58"

Ø1.64"

UMBRELLA HOLE

52" DIA TABLE - ANOVA

NOTE:

1. TABLE TO BE MODEL ELV52T - 52" DIA TABLE BY ANOVA SITE

FURNISHINGS OR APPROVED EQUAL,

WWW.ANOVAFURNISHINGS.COM

2. CONTACT CHRISTOPHER TORRES, (816)-602-4486.

3. SUBMIT COLOR SAMPLES FOR APPROVAL PRIOR TO ORDERING.

4. INSTALL PER MANUFACTURER'S RECOMMENDATIONS.

NOT TO SCALE2

FRONT ELEVATION SIDE ELEVATION BACK ELEVATION

25"

20"

24.12"

8"

22"

.5

9"

100°

24" CHAIR - ANOVA

NOTE:

1. CHAIR TO BE MODEL ELV60T - ELEVATION CHAIR BY ANOVA SITE

FURNISHINGS OR APPROVED EQUAL,

WWW.ANOVAFURNISHINGS.COM

2. CONTACT CHRISTOPHER TORRES, (816)-602-4486.

3. SUBMIT COLOR SAMPLES FOR APPROVAL PRIOR TO ORDERING.

4. INSTALL PER MANUFACTURER'S RECOMMENDATIONS.

NOT TO SCALE3

OUTDOOR STORAGE SHED

NOTE:

1. STORAGE CABINET TO BE 32 IN. W X 22 IN. D X 76 IN. H MEDIUM

BROWN CYPRESS VERTICAL SHED WITH DROP TABLE BY HOME

DEPOT OR APPROVED EQUAL. WWW.HOMEDEPOT.COM

2. INSTALL PER MANUFACTURER'S RECOMMENDATIONS.

NOT TO SCALE7

VA PURCHASED, VA INSTALLED VA PURCHASED, VA INSTALLED VA PURCHASED, VA INSTALLED

VA PURCHASED, VA INSTALLED

VA PURCHASED, VA INSTALLED

SIDE ELEVATIONFRONT ELEVATION

72" 66"

70.59"

.5

3"

22.74"

100°

8.

NOTE:

1. BENCH TO BE MODEL ELV80T - 6' ELEVATION BENCH BY ANOVA SITE

FURNISHINGS OR APPROVED EQUAL, WWW.ANOVAFURNISHINGS.COM

2. CONTACT CHRISTOPHER TORRES, (816)-602-4486.

3. SUBMIT COLOR SAMPLES FOR APPROVAL PRIOR TO ORDERING.

4. INSTALL PER MANUFACTURER'S RECOMMENDATIONS.

6' BENCH - ANOVA

NOT TO SCALE5

OUTDOOR STORAGE BENCH

NOTE:

1. STORAGE BENCH TO BE MERANTI 51 INCH TEAK OIL WOOD

OUTDOOR STORAGE BENCH OR APPROVED EQUAL.

WWW.HOMEDEPOT.COM

2. INSTALL PER MANUFACTURER'S RECOMMENDATIONS.

NOT TO SCALE8 VA PURCHASED, VA INSTALLED

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

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

VA FORM 08-6231

Drawing Title

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

STAMP:

Veterans Health

Administration

Project Title

Location

Date Checked Drawn

Project Number

Drawing # OF

Drawing Number

Building Number

5/

/2

8:

:1

AM

CLS 221CLS

ADDITION AND RENOVATION

OF CLC

09/06/2023

589-703

ROBERT J. DOLE VA MEDICAL CENTER

5500 EAST KELLOGG, BLDG. 60

WICHITA, KS 67218

SPUR #: 2015CONSULTANTS:

STRUCTURAL/CIVIL

ENGINEER

H2B

1225 N. LOOP W #800

HOUSTON, TX 77008

(713) 864-2900

MECH / ELEC / PLUMB / TECH

ENGINEER

SPUR DESIGN

11020 KING STREET, STE 350

OVERLAND PARK, KS 66210

(913) 369-7200

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

LANDSCAPE ARCHITECT

CLS & ASSOCIATES

825 N. BROADWAY AVE, STE 315

OKLAHOMA, OK 73102

(405) 525-2220

HEALTHCARE/MED

EQUIPMENT PLANNER

INNOVA GROUP

3196 N. SWAN ROAD

TUCSON, AZ 85712

(520) 886-8650

PHYSICAL SECURITY

FORCE PROTECT SECURITY

CONSULTANTS,

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

FOOD & BEVERAGE

PLANNER

STURM CONSULTING

5838 S. HUDSON PLACE

TULSA, OK 74135

(918) 260-0667

ENVIRONMENTAL

ENGINEER

RIVERFRONT ENVIRONMENTAL

1139 OLIVE STREET, STE 300

ST. LOUIS, MO 63101

(314) 436-9492

No. REVISION DESCRIPTION DATE

ARCH REG. NO. A-930 EXP. 12/31/2021

ENGR REG. NO. E-2586 EXP. 12/31/2021

FULLY SPRINKLERED

100% CONSTRUCTION DOCUMENTS

09-06-23

SIDE ELEVATION FRONT ELEVATION

TOP VIEW

24" 23.13"

9.

.4 9"

.1

3"

44.46"

20.55"

90°

28" 15.37"

7.16"

.7

3" 3.

26.7"

LITTER RECEPTACLE - ANOVA

NOTE:

1. LITTER RECEPTACLE TO BE MODEL ELV45T BY ANOVA SITE

FURNISHINGS OR APPROVED EQUAL,

WWW.ANOVAFURNISHINGS.COM

2. CONTACT CHRISTOPHER TORRES, (816)-602-4486.

3. SUBMIT COLOR SAMPLES FOR APPROVAL PRIOR TO ORDERING.

4. INSTALL PER MANUFACTURER'S RECOMMENDATIONS.

NOT TO SCALE6

FLUSH

1" M

IN

PAVERS ADJACENT TO BUILDING

NOT TO SCALE

1"

6"

CONCRETE PAVER

2 38" MIN. THICKNESS

CONCRETE BASE, REFER CIVIL

1" MIN. BEDDING SAND GEOTEXTILE

ADJACENT LANDSCAPE

#3 REBAR, CONTINUOUS

INSITU CONCRETE TOE

INSTALL WHERE PAVERS ABUT

LANDSCAPED AREAS

NOTE:

CONTRACTOR SHALL SUBMIT COLOR FOR APPROVAL.

COST OF CONCRETE TOE TO BE INCLUDED WITH PAVER ITEM.

BUILDING THRESHOLD

PLANTING BEDS WITH MULCH

PLANTING BEDS WITH MULCH

PLANTING BEDS WITH MULCH

LP-02

LP-02

LP-02

PLANTING BED

LP-02

SOD DISTURBED AREAS

BERMUDA GRASS SOD

BERMUDA GRASS SOD

LP-02

LP-02

PLANTING BED

PLANTING BED

PLANTING BEDS

PLANTING BED DRAINAGE

PLANTING BED DRAINAGE

LP-02

LP-02

LP-02

LP-01

LANDSCAPE PLAN

N O R T H

SCALE: 1 " = 10' - 0 "

0' 5' 10' 20'

SCALE: 1"=10'

LANDSCAPE PLAN1

SCALE: 1"=10'

LANDSCAPE PLAN INTERIOR COURTYARD2

N O R T H

SCALE: 1 " = 10' - 0 "

0' 5' 10' 20'

NOTE:

REFER TO CIVIL FOR DIMENSIONS

OF HARDSCAPE ELEMENTS.

GENERAL NOTES:

1. CONTRACTOR SHALL BE FAMILIAR WITH ALL EXISTING SITE CONDITIONS AND UNDERGROUND UTILITIES, PIPES, AND STRUCTURES. CONTRACTOR SHALL BE RESPONSIBLE FOR BODILY INJURY AND/OR ANY COST INCURRED DUE TO DAMAGE OF OWNER'S PROPERTY OR SAID UTILITIES. CONTRACTOR SHALL HAND DIG FOOTINGS, PLANTING BEDS, ETC. AS REQUIRED. CONTRACTOR IS RESPONSIBLE FOR CONTACTING UTILITY COMPANIES PRIOR TO ANY EXCAVATION.

2. ANY CONFLICTING INFORMATION SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT OR THE LANDSCAPE ARCHITECT SHALL ASSUME

THAT THE CONTRACTOR HAS INCORPORATED THE SPECIFIED ITEM.

3. DO NOT WILLFULLY PROCEED WITH CONSTRUCTION OF DESIGN WHEN UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATION.

4. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT 48 HOURS PRIOR TO COMMENCEMENT OF WORK TO COORDINATE PROJECT INSPECTION SCHEDULES.

CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, AND SERVICES NECESSARY TO PROVIDE ALL WORK. WORK TO BE COMPLETE IN PLACE

AS SPECIFIED.

5. ALL MATERIALS SHALL BE OF STANDARD, APPROVED AND FIRST GRADE QUALITY AND SHALL BE IN PRIME CONDITION WHEN ACCEPTED AND INSTALLED. ANY COMMERCIALLY PROCESSED OR PACKAGED MATERIAL SHALL BE DELIVERED TO THE SITE IN THE ORIGINAL UNOPENED PACKAGING BEARING THE

MANUFACTURER'S GUARANTEED ANALYSIS.

6. ADD 2" MIN. DECOMPOSED, STABLE, WEED FREE ORGANIC COMPOST TO ALL PLANTING BEDS AND TILL IN TO A DEPTH OF 6-8". THEN RAKE SOIL SMOOTH

PRIOR TO PLANTING.

7. MULCH ALL PLANTING AREAS WITH 3" MINIMUM GRADE A SHREDDED CEDAR BARK MULCH. COLOR TO BE DARK BROWN.

8. APPLY NON-SELECTIVE SYSTEMIC HERBICIDE (ROUND-UP OR EQUIVALENT) TO KILL ALL LIVE PLANT MATERIAL IN BEDS BEFORE PLANTING AND BEFORE

ADDING MULCH. APPLY PRE-EMERGENT HERBICIDE TO BED AREAS AFTER PLANTING.

9. IN ALL DISTURBED LAWN AREAS AND AS SHOWN, INSTALL U-3 BERMUDA SOD, CYNODON DACTYLON 'U-3'.

10. ALL LAWN AND PLANTING AREAS SHALL SLOPE TO DRAIN A MINIMUM OF 2% POSITIVE DRAINAGE UNLESS OTHERWISE NOTED. CONTRACTOR SHALL BE

RESPONSIBLE AND BEAR COSTS OF RE-LANDSCAPING FOR GRADES.

11. REFER TO SHEET LP-02 FOR PLANTING DETAILS/INSTRUCTIONS.

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

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VA FORM 08-6231

Drawing Title

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

STAMP:

Veterans Health

Administration

Project Title

Location

Date Checked Drawn

Project Number

Drawing # OF

Drawing Number

Building Number

5/

/2

8:

:1

AM

CLS 222CLS

ADDITION AND RENOVATION

OF CLC

09/06/2023

589-703

ROBERT J. DOLE VA MEDICAL CENTER

5500 EAST KELLOGG, BLDG. 60

WICHITA, KS 67218

SPUR #: 2015CONSULTANTS:

STRUCTURAL/CIVIL

ENGINEER

H2B

1225 N. LOOP W #800

HOUSTON, TX 77008

(713) 864-2900

MECH / ELEC / PLUMB / TECH

ENGINEER

SPUR DESIGN

11020 KING STREET, STE 350

OVERLAND PARK, KS 66210

(913) 369-7200

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

LANDSCAPE ARCHITECT

CLS & ASSOCIATES

825 N. BROADWAY AVE, STE 315

OKLAHOMA, OK 73102

(405) 525-2220

HEALTHCARE/MED

EQUIPMENT PLANNER

INNOVA GROUP

3196 N. SWAN ROAD

TUCSON, AZ 85712

(520) 886-8650

PHYSICAL SECURITY

FORCE PROTECT SECURITY

CONSULTANTS,

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

FOOD & BEVERAGE

PLANNER

STURM CONSULTING

5838 S. HUDSON PLACE

TULSA, OK 74135

(918) 260-0667

ENVIRONMENTAL

ENGINEER

RIVERFRONT ENVIRONMENTAL

1139 OLIVE STREET, STE 300

ST. LOUIS, MO 63101

(314) 436-9492

No. REVISION DESCRIPTION DATE

ARCH REG. NO. A-930 EXP. 12/31/2021

ENGR REG. NO. E-2586 EXP. 12/31/2021

FULLY SPRINKLERED

LP-02

LANDSCAPE DETAILS

MOWSTRIP, CURB,

OR SIDEWALK

SOD AS SPECIFIED

TIGHT BEVELED JOINTS

1"

2"

AMENDED SOIL

ADD 2" OF TOPSOIL AND TILL INTO THE TOP 2" OF EXISTING

SOIL FOR A TOTAL DEPTH OF 4" OF AMENDED SOIL

SOD INSTALLATION

NOT TO SCALE

SOD NOTES:

1. SOD TO BE CYNODON DACTYLON 'U-3' BERMUDA UNLESS OTHERWISE NOTED.

2. ADD 2" OF TOPSOIL AND TILL INTO THE TOP 2" OF EXISTING SOIL FOR A TOTAL

DEPTH OF 4" OF AMENDED SOIL

3. LAY SOD WITHIN 24 HOURS OF HARVESTING.

4. FINISH GRADE AND RAKE LAWN AREAS BEFORE SODDING TO CREATE A

SMOOTH SURFACE FREE OF BUMPS AND RUTS.

5. BUTT ENDS AND SIDES OF SOD TOGETHER TO FORM SOLID MASS WITH

TIGHTLY FITTED JOINTS.

6. STAGGER SOD STRIPS OR PADS TO OFFSET JOINTS IN ADJACENT COURSES.

7. TAMP AND ROLL LIGHTLY TO ENSURE GOOD CONTACT WITH SUBGRADE,

ELIMINATE AIR POCKETS, AND CREATE A SMOOTH SURFACE.

8. LAY SOD ACROSS ANGLE OF SLOPES GREATER THAN 1:3. ANCHORS MUST BE

USED FOR SLOPES GREATER THAN 1:2.

9. WORK SOIL OR FINE SAND INTO MINOR CRACKS BETWEEN PIECES OF SOD.

10. CUT SOD NEXT TO PAVED SURFACES IN A STRAIGHT LINE TO ENSURE A NEAT

FINISHED LOOK.

11. SATURATE SOD WITH FINE WATER SPRAY WITHIN TWO HOURS OF PLANTING.

NOTES:

1. ADD CONTROL JOINTS @ 5' O.C. MIN.

2. ADD EXPANSION JOINTS EVERY 10 CONTROL JOINTS, AT CORNERS AND WHEN

ABUTTING CURBS, WALKS, FOOTINGS OR STRUCTURES.

4. TAPER EDGING TO BE FLUSH WITH FINISHED GRADE ADJACENT TO PAVING OR CURBS.

5. OBTAIN APPROVAL FROM LANDSCAPE ARCHITECT OF FINAL CONCRETE EDGING LAYOUT

PRIOR TO POURING CONCRETE

CONCRETE EDGING 6"X12"

NOT TO SCALE

STIFF BROOM FINISH

4" ROUNDED EDGE

2- #4 REBAR CONTINUOUS

GRADE

3500 PSI CONCRETE

TOP OF CONCRETE BAND

SHALL BE 2" ABOVE GRADE

TO ALLOW FOR MULCH

MULCH

4"

12"

6"

FENCE FOOTING BEYOND

FENCE POST BEYOND

GRAVEL MULCH REFER PLAN

3IN. DEPTH

CURB, SIDEWALK, OR

CONCRETE EDGING

NATIVE SOIL OR SELECT FILL

2" BELOW ADJACENT

PAVING, CURB, SIDEWALK,

OR CONCRETE EDGING

NON WOVEN FILTER FABRIC (3 O.Z. / SY)

- TO EXTEND TO CONCRETE. PROVIDE 6"

MIN. OVERLAP WHERE EDGES JOIN

GRAVEL MULCH - 3" DEEP

NOT TO SCALE

NOTE:

BEAMS TO BE SET LEVEL IN ALL DIRECTIONS

FINISHED GRADE

HACKETT BEAM BOULDER

BY MINICK MATERIALS OR EQUAL

SIZE AS SPECIFIED ON PLAN

PREPARED SUBGRADE

4" COMPACTED

DECORATIVE GRAVEL

BOULDER ON GRAVEL BASE

4"

NOT TO SCALE6

HACKETT BEAM ANTI RAM

BOULDERS TYP

CONTROLLED UNCLASSIFIED INFORMATION - CUI

NOTES:

1. WHERE PLANTING BED ABUTS A BUILDING SLOPE AWAY FROM BUILDING AT 2% MIN SLOPE

PREPARE SOIL IN

THE ENTIRE

BED AS REQUIRED.

PREPARE SOIL FOR SHRUBS

18" DEEP. (FOR LARGER

SHRUB ROOTBALLS, MAKE

DEPTH MIN. 4" DEEPER THAN BALL)

CROWN BEDS TO PROVIDE

POSITIVE DRAINAGE.

3" MULCH

PAVING

EXISTING SUBGRADE OR

BACKFILL SOIL

SCARIFY TO 4-6" TO BIND WITH

NEW SOIL

PLANTING BED PREPARATION

NOT TO SCALE2

PLANTING BED WIDTH VARIES

3" SPECIFIED MULCH

18" SOIL BACKFILL

NO 57 AGGREGATE MIN 12" X 12"

6" AGGREGATE REQUIRED BELOW AND ON

EITHER SIDE OF DRAIN PIPE

4" PERFORATED DRAIN PIPE

3 O.Z./S.Y FILTER FABRIC WRAP COMPLETELY

AROUND AGGREGATE OVERLAPPING ON TOP

FINISHED GRADE

PLANTING BED DRAINAGE

NOT TO SCALE7

NOTES:

1. TREE PROTECTION ZONE REQUIRED AS SHOWN ON PLANS AND WHERE CONSTRUCTION

OPERATIONS MUST TAKE PLACE WITHIN 30' OF EXISTING TREES NOTED TO BE PROTECTED.

2. MAINTAIN BARRIER AT ALL TIMES.

3. SECURELY ATTACH ORANGE VINYL CONSTRUCTION FENCING.

4. REMOVE POSTS AND FENCING AT COMPLETION OF THE PROJECT OR WHEN DIRECTED BY

THE OWNER.

4'

WITHIN TREE PROTECTION

AREA, RETAIN EXISTING

VEGETATION OR APPLY 4"

MULCH.

ORANGE VINYL CONSTRUCTION

FENCING

INSTALL FENCING THE DISTANCE

OF THE DIAMETER OF TREE

CROWN, OR AS SHOWN

6' T-POST BURIED 2' @ 8' O.C.

TREE PROTECTION - ORANGE VINYL

NOT TO SCALE1

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

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

VA FORM 08-6231

Drawing Title

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma…