Addendum 01_COMBINED DRAWINGS.pdf

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

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Veterans Health

Administration

VA FORM 08-6231

DRAWING TITLE PROJECT TITLE

LOCATION

DATE CHECKED DRAWN

PROJECT NUMBERCONSULTANTS:

DRAWING #

U.S. DEPARTMENT OF VETERANS AFFAIRS

VA HEALTH CARE SYSTEM APPROVAL:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH KS COA NO. A-930 EXP. 12/31/2025

ENG KS COA. NO. E-2586 EXP. 12/31/2025

CIVIL / STRUCTURAL ENGR

H2B. INC.

1125 N LOOP WEST, STE 800

HOUSTON, TX 77008

(713) 864-2900

MEP / TECH ENGR

SPUR DESIGN

2519 MADISON AVE, STE 100

KANSAS CITY, MO 64108

(913) 369-7200

FIRE PROTECTION ENGR

POOLE FIRE PROTECTION

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY SPRINKLERED

INDUSTRIAL HYGENIST

RIVERFRONT SAFETY

1139 OLIVE ST, STE 300

ST. LOUIS, MO 63101

(713) 864-2900

HEALTHCARE PLANNER

THE INNOVA GROUP

9442 N. CAPITAL OF TEXAS HWY, STE 325

AUSTIN, TX 78759

(512) 346-8700

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, STE 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

COMMISSIONING

ENVIROS

220 RAMSEY ST

HASTINGS, MN 55033

(651) 400-8531

/2

/2

:3

:4

A

M

COVER SHEET

ZDL 01 OF 203AJS

100% BID SET

CONSTRUCT ADDITION AND RENOVATE

BUILDING 3 FOR PHARMACY AND

ASSOCIATED PARKING

VA PROJECT NUMBER: 589-707

CONSTRUCT ADDITION AND RENOVATE

BUILDING 3 FOR PHARMACY AND

ASSOCIATED PARKING

10/04/2024

589-707

ROBERT J. DOLE VAMC

5500 E. KELLOGG AVENUE

WICHITA, KS 67218

ROBERT J. DOLE VA MEDICAL CENTER

5500 E. KELLOGG AVENUE

WICHITA, KS 67218

100% BID SET

G-000

SPUR #: 2309

SHEET INDEX

SEQUENCE NUMBER SHEET NAME

[01] GENERAL

01 G-000 COVER SHEET

02 GI001 GENERAL INFORMATION

03 GI002 ICRA CONSTRUCTION DETAILS

04 GI011 PHASING PLANS

05 GI021 LIFE SAFETY PLANS

06 GI022 LIFE SAFETY PLANS

07 GI031 ARCHITECTURAL SITE PLAN & BID DEDUCTS

[02] ENVIRONMENTAL

08 HA101 GROUND LEVEL KNOWN ENVIRONMENTAL HAZARDS AND ABATEMENT

09 HA102 LEVEL 1 KNOWN ENVIRONMENTAL HAZARDS AND ABATEMENT

10 HA103 LEVEL 2 KNOWN ENVIRONMENTAL HAZARDS AND ABATEMENT

[03] CIVIL

11 CD100 OVERALL DEMOLITION PLAN

12 CD001 DEMOLITION PLAN (1 OF 3)

13 CD002 DEMOLITION PLAN (2 OF 3)

14 CD003 DEMOLITION PLAN (3 OF 3)

15 CS000 LEGENDS & ABBREVIATIONS

16 CS001 TOPOGRAPHIC SURVEY (1 OF 5)

17 CS002 TOPOGRAPHIC SURVEY (2 OF 5)

18 CS003 TOPOGRAPHIC SURVEY (3 OF 5)

19 CS004 TOPOGRAPHIC SURVEY (4 OF 5)

20 CS005 TOPOGRAPHIC SURVEY (5 OF 5)

21 CS100 PHASING PLAN

22 CS101 PHASING PLAN (1 of 5)

23 CS102 PHASING PLAN (2 of 5)

24 CS103 PHASING PLAN (3 of 5)

25 CS104 PHASING PLAN (4 of 5)

26 CS105 PHASING PLAN (5 OF 5)

27 CS200 OVERALL SITE PLAN

28 CS201 DETAILED SITE PLAN (1 OF 3)

29 CS202 DETAILED SITE PLAN (2 OF 3)

30 CS203 DETAILED SITE PLAN (3 OF 3)

31 CS204 DIMENSION CONTROL PLAN (1 OF 3)

32 CS205 DIMENSION CONTROL PLAN (2 OF 3)

33 CS206 DIMENSION CONTROL PLAN (3 OF 3)

34 CS300 EXISTING DRAINAGE AREA MAP

35 CS301 PROPOSED DRAINAGE AREA MAP

36 CS302 OVERALL STORM PLAN

37 CS303 STORMWATER POLLUTION PREVENTION PLAN

38 CS304 DRAINAGE CALCULATIONS

39 CS400 PAVEMENT DETAILS (1 OF 5)

40 CS401 PAVEMENT DETAILS (2 OF 5)

41 CS402 PAVEMENT DETAILS (3 OF 5)

42 CS403 PAVEMENT DETAILS (4 OF 5)

43 CS404 PAVEMENT DETAILS (5 OF 5)

44 CS405 DRAINAGE DETAILS (1 OF 2)

45 CS406 DRAINAGE DETAILS (2 OF 2)

46 CS407 SWPPP DETAILS

47 CG000 OVERALL GRADING PLAN

48 CG001 DETAILED GRADING PLAN (1 OF 3)

49 CG002 DETAILED GRADING PLAN (2 OF 3)

50 CG003 DETAILED GRADING PLAN (3 OF 3)

51 CU000 UTILITY PLAN (1 OF 3)

52 CU001 UTILITY PLAN (2 OF 3)

53 CU002 UTILITY PLAN (3 OF 3)

54 CU003 WW-A PLAN & PROFILE

55 CU004 WLN-A PLAN & PROFILE

56 CU005 WLN-B PLAN & PROFILE

57 CU006 WLN-C PLAN & PROFILE

58 CU100 UTILITY DETAILS (1 OF 2)

59 CU101 UTILITY DETAILS (1 OF 2)

[04] STRUCTURAL

60 S-000 GENERAL NOTES, ABBREVIATIONS, AND LEGENDS

61 SA011 SPECIAL INSPECTIONS

62 SB101 GROUND LEVEL FOUNDATION PLAN

63 SB201 WALL ELEVATIONS

64 SB301 FOUNDATION SECTIONS AND DETAILS

65 SB302 FOUNDATION SECTIONS AND DETAILS

LOCATION

PLAN

AREA

PLAN

N N

PROJECT LOCATION

ADDITION TO BLDG 3

SHEET INDEX

SEQUENCE NUMBER SHEET NAME

66 SB303 FOUNDATION SECTIONS AND DETAILS

67 SB304 FOUNDATION SECTIONS AND DETAILS

68 SF101 LEVEL 1 FRAMING PLAN

69 SF102 LEVEL 2 FRAMING PLAN

70 SF103 ROOF AND HIGH ROOF FRAMING PLANS

71 SF301 WALL SECTIONS

72 SF302 WALL SECTIONS

73 SF401 ENLARGED FRAMING PLANS

74 SF501 FRAMING SECTIONS AND DETAILS

75 SF502 FRAMING SECTIONS AND DETAILS

76 SF503 FRAMING SECTIONS AND DETAILS

77 SF504 FRAMING SECTIONS AND DETAILS

78 SF601 STEEL COLUMN, BASE PLATE AND ANCHOR BOLT SCHEDULES

[05] ARCHITECTURAL

79 AD101 DEMOLITION PLAN

80 AD102 DEMOLITION PLAN

81 AD111 DEMOLITION REFLECTED CEILING PLAN

82 AD112 DEMOLITION REFLECTED CEILING PLAN

83 AE001 PARTITION TYPES

84 AE101 REFERENCE PLAN

85 AE102 REFERENCE PLAN

86 AE111 DIMENSION PLANS

87 AE112 DIMENSION PLANS

88 AE121 ROOF PLAN

89 AC131 REFLECTED CEILING PLANS

90 AC132 REFLECTED CEILING PLANS

91 AE201 BUILDING ELEVATIONS

92 AE301 BUILDING SECTIONS

93 AE311 WALL SECTIONS

94 AE312 WALL SECTIONS

95 AE401 INTERIOR ELEVATIONS AND ENLARGED PLANS

96 AE402 INTERIOR ELEVATIONS AND ENLARGED PLANS

97 AE403 INTERIOR ELEVATIONS AND ENLARGED PLANS

98 AE404 INTERIOR ELEVATIONS AND ENLARGED PLANS

99 AE405 INTERIOR ELEVATIONS AND ENLARGED PLANS

100 AE406 INTERIOR ELEVATIONS AND ENLARGED PLANS

101 AE407 INTERIOR ELEVATIONS AND ENLARGED PLANS

102 AE421 VERTICAL CIRCULATION

103 AE501 SECTION DETAILS

104 AE502 SECTION DETAILS

105 AE503 SECTION DETAILS

106 AE511 PLAN DETAILS

107 AE520 PORCH DETAILS

108 AE601 DOOR AND WINDOW SCHEDULE & DETAILS

109 AF701 FINISH PLANS

110 AF702 FINISH PLANS

111 AF703 FINISH SCHEDULES

112 AF704 FINISH DETAILS

113 AE711 SIGNAGE PLANS

114 AE712 SIGNAGE PLANS

115 AE713 SIGN ELEVATIONS

116 AQ801 EQUIPMENT PLAN

117 AQ802 EQUIPMENT PLAN

118 AF901 MILLWORK SECTIONS

119 AF902 MILLWORK SECTIONS

[06] FIRE PROTECTION

120 FA001 FIRE ALARM GENERAL NOTES

121 FA101 BLDG 3 - FIRE ALARM AUDIBILITY PLAN

122 FA102 BLDG 3 - FIRE ALARM AUDIBILITY PLAN

123 FA103 BLDG 3 - FIRE ALARM PLAN

124 FA104 BLDG 3 - FIRE ALARM PLAN

125 FX001 FIRE SUPPRESSION GENERAL NOTES

126 FX101 BLDG 3 - FIRE SUPPRESSION HAZARD CLASSIFICATION

127 FX102 BLDG 3 - FIRE SUPPRESSION HAZARD CLASSIFICATION

[07] PLUMBING

128 P-000 PLUMBING LEGEND

129 PLD01 DRAINAGE, WASTE, AND VENT DEMOLITION PLAN - GROUND AND LEVEL 1

130 PPD01 DOMESTIC WATER DEMOLITION PLAN - GROUND AND LEVEL 1

131 PPD02 DOMESTIC WATER DEMOLITION PLAN - LEVEL 2

132 PL100 DRAINAGE, WASTE, AND VENT PLAN - GROUND AND LEVEL 1

133 PL101 DRAINAGE, WASTE, AND VENT PLAN - LEVEL 2

134 PL102 DRAINAGE, WASTE, AND VENT PLAN - ROOF

SHEET INDEX

SEQUENCE NUMBER SHEET NAME

135 PP100 DOMESTIC WATER PLAN - GROUND AND LEVEL 1

136 PP101 DOMESTIC WATER PLAN - LEVEL 2

137 P-501 PLUMBING DETAILS

138 P-601 PLUMBING SCHEDULES

[08] MECHANICAL

139 M-001 LEGENDS AND ABBREVIATIONS

140 MS101 MECHANICAL SITE PLAN

141 MHD101 MECHANICAL HVAC DUCT DEMOLITION PLAN

142 MHD102 MECHANICAL HVAC DUCT DEMOLITION PLAN

143 MPD101 MECHANICAL PIPING DEMOLITION PLAN

144 MPD102 MECHANICAL PIPING DEMOLITION PLAN

145 MH101 MECHANICAL HVAC DUCT PLAN

146 MH102 MECHANICAL HVAC DUCT PLAN

147 MP101 MECHANICAL PIPING PLAN

148 MP102 MECHANICAL PIPING PLAN

149 M-201 CHILLED WATER RISER DIAGRAM

150 M-202 HEATING HYDRONIC RISER DIAGRAM

151 M-203 AIRFLOW PRESSURIZATION DIAGRAM

152 M-401 MECHANICAL ENLARGED PLANS

153 M-402 MECHANICAL ENLARGED PLANS

154 M-501 MECHANICAL DETAILS

155 M-502 MECHANICAL DETAILS

156 M-503 MECHANICAL DETAILS

157 M-601 MECHANICAL SCHEDULES

158 M-701 MECHANICAL CONTROLS

159 M-702 MECHANICAL CONTROLS

160 M-703 MECHANICAL CONTROLS

161 M-704 MECHANICAL CONTROLS

162 M-705 MECHANICAL CONTROLS

163 M-706 MECHANICAL CONTROLS

[09] ELECTRICAL

164 E-001 ELECTRICAL LEGEND AND ABBREVIATIONS

165 ES101 ELECTRICAL SITE LIGHTING DEMOLITION PLAN WEST

166 ES102 ELECTRICAL SITE LIGHTING DEMOLITION PLAN EAST

167 ES103 ELECTRICAL SITE LIGHTING PLAN WEST

168 ES104 ELECTRICAL SITE LIGHTING PLAN EAST

169 ES105 ELECTRICAL SITE PLAN

169.5 ES106 ELECTRICAL SITE ENLARGED PLANS

170 ED111 ELECTRICAL POWER DEMOLITION - GROUND LEVEL & LEVEL 1

171 ED112 ELECTRICAL POWER DEMOLITION - LEVEL 2 & ATTIC

172 ED201 ELECTRICAL LIGHTING DEMOLITION - GROUND LEVEL & LEVEL 1

173 ED202 ELECTRICAL LIGHTING DEMOLITION - LEVEL 2 & ATTIC

174 EP121 ELECTRICAL POWER FLOOR PLAN - GROUND

175 EP122 ELECTRICAL POWER FLOOR PLAN - LEVEL 1

176 EP123 ELECTRICAL POWER FLOOR PLAN - LEVEL 2

177 EP131 MECHANICAL EQUIPMENT POWER PLANS - GROUND & LEVEL 1

178 EP132 MECHANICAL EQUIPMENT POWER PLANS - LEVEL 2 & ATTIC

179 EL221 ELECTRICAL LIGHTING FLOOR PLAN - GROUND LEVEL & LEVEL 1

180 EL222 ELECTRICAL LIGHTING FLOOR PLAN - LEVEL 2

181 EL301 ELECTRICAL LIGHTNING PROTECTION PLAN

182 E-601 ELECTRICAL ONE-LINE DIAGRAM

183 E-602 PANELBOARD SCHEDULES

184 E-501 ELECTRICAL DETAILS

185 E-603 PANELBOARD SCHEDULES

186 E-604 ELECTRICAL SCHEDULES

[10] TELECOM

187 TN001 TELECOMMUNICATIONS COVER SHEET

188 TSD001 TELECOMMUNICATIONS DEMOLITION SITE PLAN

189 TS001 TELECOMMUNICATIONS SITE PLAN

190 TD101 TELECOMMUNICATIONS DEMOLITION PLANS - GROUND LEVEL & LEVEL 1

191 TD102 TELECOMMUNICATIONS DEMOLITION PLAN - LEVEL 2

192 TN101 TELECOMMUNICATIONS FLOOR PLANS - GROUND LEVEL & LEVEL 1

193 TN102 TELECOMMUNICATIONS FLOOR PLAN - LEVEL 2

194 TN401 TELECOMMUNICATIONS ENLARGED PLANS

195 TN501 TELECOMMUNICATION SYSTEMS DETAILS

196 TN502 TELECOMMUNICATIONS SYSTEMS DETAILS

197 TN503 TELECOMMUNICATIONS SYSTEMS DETAILS

198 TN601 TELECOMMUNICATIONS RISERS

199 TY101 ELECTRONIC SECURITY SYSTEM FLOOR PLANS - GROUND & LEVEL 1

200 TY102 ELECTRONIC SECURITY SYSTEM FLOOR PLAN - LEVEL 2

201 TY501 ELECTRONIC SECURITY SYSTEM DETAILS

202 TY502 ELECTRONIC SECURITY SYSTEM DOOR DETAILS

203 TY601 ELECTRONIC SECURITY SYSTEM RISERS

TOTAL SHEETS: 204

BID DEDUCT OPTIONS:

DEDUCT OPTION 1 (EXTERIOR): REFER TO GI031

DEDUCT OPTION 2 (EXTERIOR): REFER TO GI031

DEDUCT OPTION 3 (EXTERIOR): REFER TO GI031

REFER TO SHEETS GI031, AE101, AND AE102 FOR FURTHER INFORMATION AND DEDUCT OPTION EXTENTS.

1. LEVEL 2, CORRIDOR FINISH UPGRADE

A. DEDUCT FLOOR FINISH DEMOLITION AND REPLACEMENT FOR LEVEL 2 CORRIDORS.

B. DEDUCT ALL WALL FINISH UPGRADES THROUGHOUT LEVEL 2 CORRIDORS.

1. SITE PAVING, SPECIFIED SIDEWALKS AND CONCRETE PADS

A. DEDUCT CONCRETE PAVING FOR SPECIFIED SIDEWALKS AND SHUTTLE STOP CONCRETE PADS.

B. REPLACE CONCRETE PAVING WITH ASPHALT PAVING.

DEDUCT OPTION 5 (INTERIOR):

DEDUCT OPTION 6 (INTERIOR):

DEDUCT OPTION 7 (INTERIOR):

1. SITE PAVING, ROADWAYS AND PARKING AREAS

A. DEDUCT CONCRETE PAVING FOR ALL NEWLY CONFIGURED ROADWAYS AND PARKING AREAS.

B. REPLACE CONCRETE PAVING WITH ASPHALT PAVING.

C. SIDEWALKS THROUGHOUT THE SITE ARE TO REMAIN.

1. SITE LANDSCAPING

A. DEDUCT ALL TREES AND ROCK GROUNDCOVER THROUGHOUT THE SITE.

B. WHERE ROCK GROUNDCOVER IS SHOWN, REPLACE WITH ASPHALT AND PAINT STRIPING TO

PRESERVE LAYOUT OF PARKING SPACES, ISLANDS, AND DRIVE AISLES.

1. NEW BUILDING ADDITION 3A, LEVEL 2:

A. OMIT INTERIOR CONSTRUCTION OF LEVEL 2 IN NEW BUILDING ADDITION 3A.

B. PROVIDE MINIMUM CODE REQUIRED LIGHTING AND VENTILATION.

C. PROVIDE UTILITY STUB-UPS FROM FLOOR BELOW FOR FUTURE BUILD-OUT.

D. FIRE-RATED HVAC CHASE AT PLAN NORTHWEST TO BE CONSTRUCTED.

E. FIRE-RATED STAIRWELL AT ALL LEVELS TO BE CONSTRUCTED.

F. ALL FIRE-RATED COLUMN WRAPS TO BE CONSTRUCTED.

2. IF IMPLEMENTED, A LOCKABLE DOOR SEPARATION SHALL BE INSTALLED BETWEEN THE EXISTING BUILDING 3 AND THE NEW ADDITION AT LEVEL 2 TO RESTRICT ACCESS TO THE SHELL SPACE.

1. LEVEL 1, CORRIDOR FINISH UPGRADE

A. DEDUCT FLOOR FINISH DEMOLITION AND REPLACEMENT FOR LEVEL 1 LOBBY AND EAST CORRIDOR.

B. DEDUCT ALL WALL FINISH UPGRADES THROUGHOUT LEVEL 1 LOBBY AND EAST CORRIDOR.

DEDUCT OPTION 8 (INTERIOR):

1. NEW BUILDING ADDITION 3A, GROUND FLOOR WAITING AREA:

A. DEDUCT WOOD CEILING THROUGHOUT WAITING AREA AND CONSULT ROOM.

B. REPLACE DEDUCTED WOOD CEILING WITH 2'X2' ACT CEILING SYSTEMS.

WATER INFILTRATION SCOPE

SCOPE OF WORK SUMMARY

AE DESIGN TEAM SHALL PROVIDE A WATER INFILTRATION STUDY AT THE EXISTING BREAKROOM, LOCATED AT

THE EAST WING OF THE GROUND FLOOR. BASED ON STUDY RESULTS, AE DESIGN TEAM SHALL DESIGN A

SOLUTION TO MITIGATE WATER INFILTRATION ISSUES INTO THE GROUND FLOOR OF BUILDING 3.

WATER INFILTRATION STUDY SUMMARY

THE WATER STUDY INVESTIGATION CONCLUDED THAT WATER LEAKAGE OCCURS INTO THE GROUND LEVEL

BREAKROOM OF BUILDING 3 IN THE FOLLOWING WAYS:

1. INTERFACES BETWEEN THE SOUTH DOOR PERIMETER AND THE SURROUNDING MASONRY WALL CONSTRUCTION.

2. THROUGH THE NORTH FOUNDATION WALL

3. AT THE SILL OF THE NORTH PUNCHED WINDOW OPENING.

THERE HAVE BEEN PREVIOUS PROJECTS TO ADDRESS WIDESPREAD MOLD GROWTH THROUGHOUT THE GROUND

FLOOR PHARMACY WHICH SUGGESTS SIMILAR ISSUES EXIST THROUGHOUT THE GROUND FLOOR EXTERIOR WALLS, WINDOWS, AND DOORWAYS.

REMEDIATION MEASURES

THE FOLLOWING MEASURES ARE INCORPORATED WITHIN THESE DESIGN DOCUMENTS TO ADDRESS THE ABOVE

LISTED CONCERNS:

1. EXISTING EXTERIOR DOOR AT SOUTH OF EXISTING BREAKROOM

A. REMOVE EXISTING DOOR AND FRAME IN ITS ENTIRETY, INCLUDING COMPRISED PERIMETER MORTAR AND

SEALANT. CONTRACTOR TO CONFIRM INFILL SIZE REQUIREMENT AND PROVIDE STANDARD MORTAR

B. INSTALL A NEW EXTERIOR, WEATHER-RATED DOOR ASSEMBLY WITH A NEW THRESHOLD ALONG WITH A

RAISED AND GASKETED LEG. SEAL NEW DOOR FRAME TO EXISTING SURROUNDING MASONRY WALLS WITH

FILLET SEALANT BEADS ON BOND BREAKER TAPE.

2. CAST-IN-PLACE CONCRETE FOUNDATION WALLS

A. REMOVE GYPSUM BOARD THROUGHOUT THE GROUND FLOOR RENOVATION SCOPE AND REPAIR CRACKS

AND PENETRATIONS THROUGHOUT CONCRETE EXTERIOR WALLS WITH CHEMICAL GROUT INJECTION.

B. AT THE EXISTING BREAKROOM, INSTALL A SLOPED, DRAIN SYSTEM ALONG THE INTERIOR BASE OF THE

NORTH CONCRETE WALL IN ORDER TO DRAIN ANY POSSIBLE FUTURE MOISTURE INFILTRATION.

3. EXISTING WINDOW AT NORTH OF EXISTING BREAKROOM

A. REMOVE AND REPLACE EXISTING WINDOW SYSTEM.

B. INSTALL NEW WINDOW SYSTEM WITH REQUIRED FLASHING DEDUCT OPTION 4 (EXTERIOR): REFER TO GI031

1. SITE PAVING, SPECIFIED SIDEWALKS AND CONCRETE PADS

A. DEDUCT CONCRETE PAVING FOR SPECIFIED SIDEWALKS NEAR BUILDING 3 AND BUILDING 29.

B. DEDUCT NEW WESTERN BIKE LOCKER.

No. REVISION DESCRIPTION DATE

1 ADDENDUM 01 08/22/2025

A B

2" 5/

8"

1 15/16" VARIES 1 9/16"

1/2"

INT. STUD WALLS

WALL THICKNESS AT 1/2"

RE: DOOR SCHEDULE

FRAME DEPTH

1 15/16" VARIES 1 9/16"

1/2"

INT. STUD WALLS

WALL THICKNESS AT 1/2"

RE: DOOR SCHEDULE

FRAME DEPTH

4" 5/

8"

NOTE: NOT ALL FRAME TYPES MAY BE USED

F

SCHED. DIM.

S C

H E

D . D

IM

SCHED. DIM.

S C

H E

D . D

IM

. 2' -0

4'

-0

6" 4"

FFE

NL

NARROW LITEFLUSH

V A

R

IE

S 4"

S C

H E

D . D

IM

SLIDING DOOR

SD

S

C H

E D

. D

IM

SCHED. DIM.

HP

HISTORICAL PANEL

NOTES

1. NOT ALL FRAME ELEVATIONS

MAY BE USED

2. 1/4" FIRE GLASS AT RATED

DOORS

- LAMINATED GLAZING*

HM-1

2" S

C H

E D

. D

IM

2"

DIM.

SCHED. 2"

FFE

STANDARD FRAME

INTERIOR DETAILS:

HEAD:

JAMB:

HM-2

4" S

C H

E D

. D

IM

2"

DIM.

SCHED. 2"

STANDARD FRAME (MASONRY)

EXTERIOR DETAILS:

HEAD:

JAMB:

/3 AE601

/4 AE601

/8 AE601

/9 AE601

HM-2

4" S

C H

E D

. D

IM

2"

DIM.

SCHED. 2"

STANDARD FRAME (MASONRY)

INTERIOR DETAILS:

HEAD:

JAMB:

/3 AE601

/4 AE601

9.13

9.05

7.017.01

9.05

8.12

U.N.O.

4" TYP.

9.13

9.05

8.12

9.13

7.017.01

9.13

9.05

7.017.01

9.05

8.13

9.13

9.05

9.13

8.13

8"

1/ 4"

1/ 4"

SLOPE MAX.

8.12

9.32

8.94

8.95

NEW EXTERIOR WINDOWS TO

HAVE LOW-E GLAZING, EXTREME-

IMPACT RESISTANT WITH ANTI-

FRAGMENTATION LAMINATION

GLAZING LEGEND

LAMINATED GLAZING

W1 - W10

WINDOW 9 (INTERIOR)

2" 3'-8" 2"

2" 3'

-1 0"

3' -6

7' -6

1'-4"

2' -0

1' -8

EQ EQ

A

4'-0"

A

PASS THRU

WINDOW

BULLET

RESISTANT

SPEAKER

2" 2'

-1 1"

2" 5'

-1 0"

WINDOW 1 (EXTERIOR)

4'-0"

W1

2" 3'-8" 2"

WINDOW 10 (INTERIOR)

B

9' -1

WINDOW 3 (EXTERIOR)

W3

6' -5

/2

3'

-1

/2

WINDOW 4 (EXTERIOR)

4'-0"

W4

9' -7

6' -5

/2

3'

-0

WINDOW 5 (EXTERIOR)

3'-0"

W5

9' -5

/2

"6' -5

/2

3'

-0

3'-8"

9' -5

/2

2" 2'

-1 1"

2" 5'

-1 0"

WINDOW 2 (EXTERIOR)

3'-8"

W2

2" 3'-4" 2"

9' -1

2" 3'-8" 2"

2" 3'-2" 2"

3'-6"

2" 3'

-8

2"

WINDOW 11 (INTERIOR)

C

2" 2'-8" 2"

2" 3'

-8

2"

3'-0"

3' -6

4'

-0

2' -1

0" 4'

-0

3' -3

5' -9

/2

2'

-2

/2

WINDOW 6 (EXTERIOR)

4'-0"

W6

8' -0

WINDOW 7 (EXTERIOR)

W7

5' -9

/2

2'

-2

/2

3'-8"

8' -0

WINDOW 8 (EXTERIOR)

W8

5' -9

/2

2'

-2

/2

3'-4"

8' -0

2" 6'

-1

/2

2"

2" 6'

-1

/2

2"

2" 3'-4" 2"

2" 6'

-1

/2

2"

2" 2'-8" 2"

2" 3'-8" 2"

2" 5'

-5

/2

2"

2" 5'

-5

/2

2"

2" 3'-4" 2"

2" 5'

-5

/2

2"

2" 3'-0" 2"

WINDOW 12 (INTERIOR)

D

1 1/2" 4'-7" 1 1/2"

1" 3'

-1 1"

2"

4'-10"

2' -6

4'

-2

WINDOW 9 (EXTERIOR)

W9

3' -0

3'

-6

6' -6

R 1'-6"

R 1'-9"

AE601

AE601

WINDOW 9 (EXTERIOR)

W10

2" 2'

-1 1"

2" 5'

-1 0"

3'-4"

2" 3'-0" 2"

9' -1

PROVIDE ONE-WAY FILM TO RESTRICT

PATIENT VIEW INTO STAFF PHARMACY SPACE

NOTE: ALL GLAZING FOR PHARAMCY ENVELOPE

SHALL BE UL 752 LEVEL 3 BALLISTIC RESISTANT

7.017.01

8.12

8.02

9.01

9.13

4.22

9.13

8.02

7.02

4.22

9.01

8.12

7.01

8.12

8.02

9.01

4.22

5.03

4.09

7.12

4.10

8.02

4.22

8.12

7.01

2"

9.13

4.10

4.26

3.14

9.13

8.848.84

8.97

WINDOW 3 (EXTERIOR)

W3

WINDOW 9 (EXTERIOR)

W9

1 1/4" 5 1/2"

1 1/4"

C O

U R

S E

S

B

R

IC

K

ARCH.

PRECAST

CONCRETE

KEYSTONE

BRICK

SOLDIER

COURSE

2" 4" 2"

W4

SLOPE ARCH.

PRECAST CONCRETE

AWAY FROM BLDG

2" 2"

B

R

IC

K C

O U

R S

E S

7"

B

R

IC

K C

O U

R S

E S

CONTRACT TO MATCH EXISTING BUILDING 3

BRICK AND KEYSTONE DETAILING

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 NUMBERCONSULTANTS:

DRAWING #

VA HEALTH CARE SYSTEM APPROVAL:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH KS COA NO. A-930 EXP. 12/31/2025

ENG KS COA. NO. E-2586 EXP. 12/31/2025

CIVIL / STRUCTURAL ENGR

H2B. INC.

1125 N LOOP WEST, STE 800

HOUSTON, TX 77008

(713) 864-2900

MEP / TECH ENGR

SPUR DESIGN

2519 MADISON AVE, STE 100

KANSAS CITY, MO 64108

(913) 369-7200

FIRE PROTECTION ENGR

POOLE FIRE PROTECTION

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY SPRINKLERED

INDUSTRIAL HYGENIST

RIVERFRONT SAFETY

1139 OLIVE ST, STE 300

ST. LOUIS, MO 63101

(713) 864-2900

HEALTHCARE PLANNER

THE INNOVA GROUP

9442 N. CAPITAL OF TEXAS HWY, STE 325

AUSTIN, TX 78759

(512) 346-8700

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, STE 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

COMMISSIONING

ENVIROS

220 RAMSEY ST

HASTINGS, MN 55033

(651) 400-8531

/2

/2

:3

:4

A

M

DOOR AND WINDOW SCHEDULE &

DETAILS

ECO 108 OF 203AJS

100% BID SET

CONSTRUCT ADDITION AND RENOVATE

BUILDING 3 FOR PHARMACY AND

ASSOCIATED PARKING

10/04/2024

589-707

ROBERT J. DOLE VAMC

5500 E. KELLOGG AVENUE

WICHITA, KS 67218

AE601

SPUR #: 2309

DOOR SCHEDULE

MARK ROOM NAME

DOOR PANEL FRAME HARDWARE

SET

COMMENTS

TYPE MATERIAL WIDTH HEIGHT FIRE RATING TYPE FINISH

001 CORR. F WD 3'-6" 7'-0" -- HM-1 PAINTED HW CM711C DUAL-AUTHENTICATION (PIV AND BIOMETRIC) PACS; REQUEST TO EXIT BUTTON

002 BREAKROOM F WD 3'-0" 7'-0" -- HM-1 PAINTED HW 401S

004 OP PHARM. WORK AREA EXIST. EXIST. 3'-8" 7'-0" -- EXIST. EXIST. EXIST.

EXISTING VAULT DOOR TO REMAIN. NEW DUAL-AUTHENTICATION (PIV AND

BIOMETRIC) PACS; REQUEST TO EXIT BUTTON. REFER TO TELECOM DRAWINGS

FOR MORE INFORMATION.

006 HAC F WD 3'-0" 7'-0" -- HM-1 PAINTED HW 201

007 ADMIN OFFICER NL WD 3'-0" 7'-0" -- HM-1 PAINTED HW 103

008 PHARM. CHIEF OFFICE NL WD 3'-0" 7'-0" -- HM-1 PAINTED HW 103

009 ELEC F WD 4'-0" 7'-0" 45 MIN HM-1 PAINTED HW MC201 DUAL-AUTHENTICATION (PIV AND BIOMETRIC) PACS; REQUEST TO EXIT BUTTON

010 ASSISTANT CHIEF NL WD 3'-0" 7'-0" -- HM-1 PAINTED HW 103

011 ASSISTANT CHIEF NL WD 3'-0" 7'-0" -- HM-1 PAINTED HW 103

012 CONSULT OFFICE NL WD 3'-0" 7'-0" -- HM-1 PAINTED HW 343

014 B MECH. ROOM F MTL 3'-0" 7'-0" 90 MIN HM-1 PAINTED HW CM715 DUAL AUTHENTICATION (PIV AND PIN CODE) PACS

016 CORRIDOR F WD 3'-6" 7'-0" -- HM-1 PAINTED HW MCR201

DUAL-AUTHENTICATION (PIV AND BIOMETRIC) PACS; CONTACT SENSOR WITH

LOCAL ANTI-PROP/FORCED ENTRY ALARM TIED TO SCC

017 B CORRIDOR F MTL 3'-9" 7'-0" 90 MIN HM-1 PAINTED HW CM715 DUAL AUTHENTICATION (PIV AND PIN CODE) PACS

019 OP GENERAL WAITING PAIR-NL WD 7'-0" 7'-0" 90 MIN HM-1 PAINTED HW 700CPR

020A OP CONSULT F WD 3'-6" 7'-0" -- HM-2 PAINTED HW 501

020B CORRIDOR NL WD 3'-0" 7'-0" -- HM-1 PAINTED HW MCR201 DUAL-AUTHENTICATION (PIV AND BIOMETRIC) PACS; REQUEST TO EXIT BUTTON

023A STAIR F MTL 3'-0" 7'-0" 90 MIN HM-1 PAINTED HW CM711C DUAL AUTHENTICATION (PIV AND PIN CODE) PACS IN STAIRWELL

023B STAIR F MTL 3'-0" 7'-0" -- HM-2 PAINTED HW CM715 EXTERIOR DOOR SHALL BE BLAST RATED PER SPECIFICATION

100 VESTIBULE HP WD 3'-6" 7'-4" -- -- STAINED HW CM715 DUAL AUTHENTICATION (PIV AND PIN CODE) PACS

103 OPERATORS F WD 3'-0" 7'-0" -- HM-1 PAINTED HW 103

112A IP PHARMACY F WD 3'-0" 7'-0" 20 MIN HM-1 PAINTED HW MC201C DUAL-AUTHENTICATION (PIV AND BIOMETRIC) PACS; REQUEST TO EXIT BUTTON

112B IP RECEIVING / VESTIBULE F WD 3'-6" 7'-0" 20 MIN HM-1 PAINTED HW MC201C DUAL-AUTHENTICATION (PIV AND BIOMETRIC) PACS; REQUEST TO EXIT BUTTON

114 ELEC. F WD 3'-4" 7'-0" -- HM-1 PAINTED HW MC201C DUAL-AUTHENTICATION (PIV AND BIOMETRIC) PACS; REQUEST TO EXIT BUTTON

115 IP HD DRUG STORAGE NL MTL 3'-0" 7'-0" 45 MIN HM-1 PAINTED HW 201

116 CORRIDOR SD ALUM 4'-0" 7'-0" -- ALUM ANOD. ALUM. HW ADEX201 INTERLOCKING DOOR WITH DOORS 117 AND 119

117 COMPOUND'G ANTE ROOM SD ALUM 4'-0" 7'-0" -- ALUM ANOD. ALUM. HW ADEX201 INTERLOCKING DOOR WITH 116

119 IP NON-HD DRUG BUFFER ROOM SD ALUM 4'-0" 7'-0" -- ALUM ANOD. ALUM. HW ADEX201 INTERLOCKING DOOR WITH 116

120 IP STERILE COMPOUND STORAGE ROOM F MTL 3'-0" 7'-0" 45 MIN HM-1 PAINTED HW 201

121 IP HAC F WD 3'-0" 7'-0" -- HM-1 PAINTED HW 201

122 IP NON-STERL COMPOUNDING F MTL 3'-0" 7'-0" -- HM-1 PAINTED HW 201

123 IP STAFF TOILET F WD 3'-0" 7'-0" -- HM-1 PAINTED HW 343

124 IP SUPERVISOR OFFICE F WD 3'-0" 7'-0" -- HM-1 PAINTED HW 201

125 STAIR F WD 3'-0" 7'-0" 90 MIN HM-1 PAINTED HM CM715 DUAL AUTHENTICATION (PIV AND PIN CODE) PACS IN STAIRWELL

222 CORRIDOR F MTL 5'-5" 7'-0" 90 MIN HM-1 PAINTED HW 101EX

223 CORRIDOR F MTL 4'-0" 7'-0" 90 MIN HM-1 PAINTED HW 101EX

225 OFFICE NL WD 3'-0" 7'-0" -- HM-1 PAINTED HW 103

226 EXAM ROOM F WD 4'-0" 7'-0" -- HM-1 PAINTED HW 603W

227 EXAM ROOM F WD 4'-0" 7'-0" -- HM-1 PAINTED HW 603W

228 OFFICE NL WD 3'-0" 7'-0" -- HM-1 PAINTED HW 103

229 SOILED STORAGE F WD 3'-0" 7'-0" SMOKE HM-1 PAINTED HW 201

230 CLEAN STORAGE F WD 3'-0" 7'-0" SMOKE HM-1 PAINTED HW 201

231 TEAM ROOM F WD 3'-0" 7'-0" -- HM-1 PAINTED HW 401

232 HAC F WD 2'-6" 7'-0" -- HM-1 PAINTED HW 201

233 EXAM ROOM F WD 4'-0" 7'-0" -- HM-1 PAINTED HW 603W

234 EXAM ROOM F WD 4'-0" 7'-0" -- HM-1 PAINTED HW 603W

235 EXAM ROOM F WD 4'-0" 7'-0" -- HM-1 PAINTED HW 603W

236 EXAM ROOM F WD 4'-0" 7'-0" -- HM-1 PAINTED HW 603W

237 ELEC F WD 3'-0" 7'-0" -- HM-1 PAINTED HW CM711C DUAL-AUTHENTICATION (PIV AND BIOMETRIC) PACS; REQUEST TO EXIT BUTTON

240 STAIR F MTL 3'-0" 7'-0" 90 MIN HM-1 PAINTED HW 711CR

301 ATTIC F MTL 3'-0" 7'-0" -- HM-1 PAINTED HW 100EO

3" = 1'-0"

DOOR FRAME TYPES

1/4" = 1'-0"

DOOR TYPES

1/4" = 1'-0"

HOLLOW METAL FRAME ELEVATIONS

KEYNOTE LEGEND

3.14 NEW CONCRETE BLOCK, TO MATCH EXISTING BLOCK FROM BUILDING 3

4.09 WEEP HOLE

4.10 GROUT

4.22 8" CMU

4.26 CAVITY CLOSER

5.03 GALV. STEEL SHELF ANGLE. SEE STRUCT. DWG'S

7.01 SEALANT, COLOR MATCH TO WALL FINISH

7.02 BACKER-ROD & SEALANT, COLOR MATCH TO WALL FINISH

7.12 SHEET METAL FLASHING

8.02 4" HOLLOW METAL FRAME

8.12 HOLLOW METAL DOOR & FRAME

8.13 ALUMINUM DOOR & FRAME

8.84 TEMPERED GLASS

8.94 ACCESSIBLE THRESHOLD, HEIGHT NOT TO EXCEED 1/2"

8.95 DOOR SWEEP

8.97 CLEAN ROOM WINDOW SYSTEM, REF: SPECS

9.01 METAL STUD FRAMING SEE PARTITION TYPES SCHEDULE

9.05 3 5/8" C STUD

9.13 5/8" GYPSUM WALL BOARD

9.32 METAL CEILING

3" = 1'-0"

TYP. HM HEAD DETAIL - INTERIOR33" = 1'-0"

TYP. HM JAMB DETAIL - INTERIOR43" = 1'-0"

TYP. ALUM. HEAD DETAIL - INTERIOR53" = 1'-0"

TYP. ALUM. JAMB DETAIL - INTERIOR63" = 1'-0"

ACCESSIBLE DOOR THRESHOLD7

1/4" = 1'-0"

WINDOW TYPES

3" = 1'-0"

CMU WALL HEAD DETAIL - INTERIOR13" = 1'-0"

CMU WALL JAMB DETAIL - INTERIOR2

3" = 1'-0"

CMU WALL HEAD DETAIL - EXTERIOR83" = 1'-0"

CMU WALL JAMB DETAIL - EXTERIOR93" = 1'-0"

CLEAN ROOM WINDOW DETAIL10

No. REVISION DESCRIPTION DATE

1 ADDENDUM 01 08/22/2025

1/4" = 1'-0"

SPECIAL WINDOW DETAILING

X

LP LP

34A

01B

19A

01C

01A03

26A

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ELAN

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ELAN

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ELAN

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ELAN

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FIR

ELAN

E

FIR

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FIRELANE

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ELAN

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FIR

ELAN

E

FIR

ELAN

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FIR

ELAN

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FIR

ELAN

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FIR

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FIRELANE

FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE

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FIRELANE VAN VAN VAN VAN

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PROPOSED

BUILDING 3

ADDITION

WW

W W

W W

W W

WW

W W

W W

W W

W W

WW

SD

WW

W W

W W

W W

W W

W W

SD

A E

D

CB

SANITARY SEWER

PHASE A

ANY PHASE B-E;

PHASE A SHOULD INCLUDE

UTILITY RELOCATIONS WITHIN THE

BUILDING 3 EXPANSION

FOOTPRINT;

REFER TO ARCH & MEP FOR

PHASING RELATED TO BUILDING 3

RENOVATION & ADDITION

SANITARY SEWER

PHASE A

EXISTING BIKE LOCKER

PHASE A SHOULD INCLUDE

FDC/PIV RELOCATIONS WITHIN

THE BUILDING 3 EXPANSION

FOOTPRINT; USE EXIST CONN

WHILE UNTIL NEW CONN IS BUILT.

W L

W L

W L

W L

W L

WL WL WL WL WL WL

WL WL WL

SD

SD

EXP. 12/31/2025

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

OF 202

589-707

ROBERT J. DOLE VAMC

5500 E. KELLOGG AVENUE

WICHITA, KS 67218

SITE

JSS/ALL GMGS/BSS

KEY PLAN

N

KELLOGG

WATERMAN

BL

UC

KL

EY

ED

G

EM

O

O R

5%#.'� 1�128" = 1 §0"

100% BID SET

Veterans Health

Administration

VA FORM 08-6231

DRAWING TITLE PROJECT TITLE

LOCATION

DATE CHECKED DRAWN

PROJECT NUMBERCONSULTANTS:

DRAWING #

VA HEALTH CARE SYSTEM APPROVAL:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH KS COA NO. A-930

ENG KS COA. NO. E-2586

FULLY SPRINKLERED

No. REVISION DESCRIPTION DATE

1 2 � 4 � 6 � 8 �

1 2 � 4 � 6 � 8 �

STAMP:

DRAWING NUMBER

BUILDING NUMBER

EXP. 12/31/2025

CIVIL / STRUCTURAL ENGR

H2B. INC.

1125 N LOOP WEST, STE 800

HOUSTON, TX 77008

(713) 864-2900

MEP / TECH ENGR

SPUR DESIGN

2519 MADISON AVE, STE 100

KANSAS CITY, MO 64108

(913) 369-7200

FIRE PROTECTION ENGR

POOLE FIRE PROTECTION

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

INDUSTRIAL HYGENIST

RIVERFRONT SAFETY

1139 OLIVE ST, STE 300

ST. LOUIS, MO 63101

(713) 864-2900

HEALTHCARE PLANNER

THE INNOVA GROUP

9442 N. CAPITAL OF TEXAS HWY, STE 325

AUSTIN, TX 78759

(512) 346-8700

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, STE 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

COMMISSIONING

ENVIROS

220 RAMSEY ST

HASTINGS, MN 55033

(651) 400-8531

CONSTRUCT ADDITION AND RENOVATE

BUILDING 3 FOR PHARMACY AND

ASSOCIATED ADA PARKING

10/04/2024

SPUR #: 2309

1 ADDENDUM 1 08/20/2025

CS100

PHASING PLAN

0 40' 80'

SCALE: 1" = 40'

BENCHMARK: .

DATUM BENCHMARK (BM 200, PNT #36) BRASS DISK IN NE CORNER OF

HEADWALL OF RCBC OVER THE EAST BRANCH OF DRY CREEK

LOCATED ON THE EAST SIDE OF EDGEMOOR, NORTH OF KELLOGG.

N:369,346.21 E:17,566,238.06 (KCS ZONE 17) ELEVATION=1347.88

(NAVD88)

LEGEND: .

PHASE A

PHASE B

PHASE C

PHASE D

PHASE E

NOTES: .

1. PHASE A SHALL INCLUDE ALL UTILITIES (INCLUDING STORM). FOR

STORM IN OTHER PHASES, CONTRACTOR TO EITHER (1)

BACKFILL WITH STONE BASE AND TRENCH PATCH WITH ASPHALT

OR (2) USE STEEL ROAD PLATES.

2. INSTALL NEW UTILITY STRUCTURES SO THAT STRUCTURE TOPS

MATCH EXISTING GRADES. DURING CONSTRUCTION OF NEW

PAVEMENT, RAISE/LOWER STRUCTURE TOP TO MATCH NEW

PROPOSED GRADE.

3. CONTRACTOR TO PROVIDE ANY NECESSARY TRAFFIC CONTROL

PLANS OR DETOUR PLANS.

4. PROVIDE ASPHALT TRENCH PATCH FOR TRANSITIONAL

PAVEMENT GRADING BETWEEN PHASES. TRANSITIONAL

GRADING NOT TO EXCEED 8% SLOPE.

5. PHASES 1 THROUGH 6 ASSOCIATED WITH THE BUILDING 3

EXPANSION CAN BE CONSTRUCTED CONCURRENT WITH SITE

PHASES "B" THROUGH "E". SITE PHASE "A" SHOULD INCLUDE

UTILITY RELOCATIONS WITHIN THE BUILDING 3 EXPANSION

FOOTPRINT.

TO BE COMPLETED DURING OFF HOURS

BUILDING NUMBERXX

72 19 6

AL

AN LANE LACKEY

10/4/2024

19A

01C

01A03

X X

X X

X X

X X

X X

X X

X X

X X

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VAN VAN VAN VAN

FIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANE

FIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANE

PROPOSED

BUILDING 3

ADDITION

WW

W W

W W

WW WW WW

W W

W W

W W

WW

W W

SD

WL

WW

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

A

CB

SANITARY SEWER

PHASE A

ANY PHASE B-E;

PHASE A SHOULD INCLUDE

UTILITY RELOCATIONS WITHIN THE

BUILDING 3 EXPANSION

FOOTPRINT;

REFER TO ARCH & MEP FOR

PHASING RELATED TO BUILDING 3

RENOVATION & ADDITION

SANITARY SEWER

PHASE A

PHASE A SHOULD INCLUDE

FDC/PIV RELOCATIONS WITHIN

THE BUILDING 3 EXPANSION

FOOTPRINT; USE EXIST CONN

WHILE UNTIL NEW CONN IS BUILT.

W L

W L

W L

W L

W L

W L

W L

W L

W L

WL

W L

W L

W L

W L

WL WL WL WL WL WL

WL WL WL WL WL WL

SD

ANY PHASE B-E

19A

01A

C

E

CO

CO

CO

SS

SS

SS

SS

C

X

CO

COCO

SS

SS

SS

SS

LP

LP

LP

LP

LP

LP

UGE

SD

ANY PHASE B-E

EXP. 12/31/2025

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

OF 202

589-707

ROBERT J. DOLE VAMC

5500 E. KELLOGG AVENUE

WICHITA, KS 67218

SITE

JSS/ALL GMGS/BSS

KEY PLAN

N

KELLOGG

WATERMAN

BL

UC

KL

EY

ED

G

EM

O

O R

5%#.'� 1�128" = 1 §0" 5%#.'� 1�128" = 1 §0"

100% BID SET

Veterans Health

Administration

VA FORM 08-6231

DRAWING TITLE PROJECT TITLE

LOCATION

DATE CHECKED DRAWN

PROJECT NUMBERCONSULTANTS:

DRAWING #

VA HEALTH CARE SYSTEM APPROVAL:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH KS COA NO. A-930

ENG KS COA. NO. E-2586

FULLY SPRINKLERED

No. REVISION DESCRIPTION DATE

1 2 � 4 � 6 � 8 �

1 2 � 4 � 6 � 8 �

STAMP:

DRAWING NUMBER

BUILDING NUMBER

EXP. 12/31/2025

CIVIL / STRUCTURAL ENGR

H2B. INC.

1125 N LOOP WEST, STE 800

HOUSTON, TX 77008

(713) 864-2900

MEP / TECH ENGR

SPUR DESIGN

2519 MADISON AVE, STE 100

KANSAS CITY, MO 64108

(913) 369-7200

FIRE PROTECTION ENGR

POOLE FIRE PROTECTION

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

INDUSTRIAL HYGENIST

RIVERFRONT SAFETY

1139 OLIVE ST, STE 300

ST. LOUIS, MO 63101

(713) 864-2900

HEALTHCARE PLANNER

THE INNOVA GROUP

9442 N. CAPITAL OF TEXAS HWY, STE 325

AUSTIN, TX 78759

(512) 346-8700

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, STE 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

COMMISSIONING

ENVIROS

220 RAMSEY ST

HASTINGS, MN 55033

(651) 400-8531

CONSTRUCT ADDITION AND RENOVATE

BUILDING 3 FOR PHARMACY AND

ASSOCIATED ADA PARKING

10/04/2024

SPUR #: 2309

1 ADDENDUM 1 08/20/2025

CS101

PHASING PLAN (1 OF 5)

0 20' 40'

SCALE: 1" = 20'

BENCHMARK: .

DATUM BENCHMARK (BM 200, PNT #36) BRASS DISK IN NE CORNER OF

HEADWALL OF RCBC OVER THE EAST BRANCH OF DRY CREEK

LOCATED ON THE EAST SIDE OF EDGEMOOR, NORTH OF KELLOGG.

N:369,346.21 E:17,566,238.06 (KCS ZONE 17) ELEVATION=1347.88

(NAVD88)

LEGEND: .

NEW ASPHALT PAVEMENT

REVEGETATION

NEW CONCRETE SIDEWALK

LANDSCAPE GRAVEL

NOTES: .

1. PHASE A SHALL INCLUDE ALL UTILITIES (INCLUDING STORM). FOR

STORM IN OTHER PHASES, CONTRACTOR TO EITHER (1)

BACKFILL WITH STONE BASE AND TRENCH PATCH WITH ASPHALT

OR (2) USE STEEL ROAD PLATES.

2. INSTALL NEW UTILITY STRUCTURES SO THAT STRUCTURE TOPS

MATCH EXISTING GRADES. DURING CONSTRUCTION OF NEW

PAVEMENT, RAISE/LOWER STRUCTURE TOP TO MATCH NEW

PROPOSED GRADE.

3. CONTRACTOR TO PROVIDE ANY NECESSARY TRAFFIC CONTROL

PLANS OR DETOUR PLANS.

4. PROVIDE ASPHALT TRENCH PATCH FOR TRANSITIONAL

PAVEMENT GRADING BETWEEN PHASES. TRANSITIONAL

GRADING NOT TO EXCEED 8% SLOPE.

5. PHASES 1 THROUGH 6 ASSOCIATED WITH THE BUILDING 3

EXPANSION CAN BE CONSTRUCTED CONCURRENT WITH SITE

PHASES "B" THROUGH "E". SITE PHASE "A" SHOULD INCLUDE

UTILITY RELOCATIONS WITHIN THE BUILDING 3 EXPANSION

FOOTPRINT.

UTILITY COURTYARD

1" = 20'

72 19 6

AL

R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W

X X

X X

X X

X X

X X

X

X

X

X

X

X

X

X

X

X

X

X

X

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FOFO

U G

E U

G E

C

EIP

E

E

E

EE

E

G

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LPLP

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

COCO

CO

COCO

CO

CO

SS

SS

SS

SS

SSSS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS TRTR

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

E

E

C

R D

CO

CO

COCO

CO

SS

SS

SS

SS

SS

SS

SS

SS

SS

LP

LP

LP

LP

LP

LP

FIRELANE

FIRELANE

FIRELANE

FIR

ELAN

E

FIR

ELAN

E

FIR

ELAN

E

FIR

ELAN

E

FIR

ELAN

E

FIR

ELAN

E

FIR

ELAN

E

FIR

ELAN

E

FIRELANE

FIR

ELAN

E

FIR

ELAN

E

FIR

ELAN

E

FIR

ELAN

E

FIR

ELAN

E

FIR

ELAN

E

FIR

ELAN

E

FIR

ELAN

E

FI

R

EL

AN

E

FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE

FIRELANE

FIRELANE FIRELANE FIRELANE

FIRELANE

FIRELANE

FIRELANE FIRELANE FIRELANE FIRELANE

VAN VAN

VANVAN

VAN

FIRELANE

FI

REL

AN

E

FIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANE

FIRELANE

FIRELANE

FIRELANE

FIRELANE

FIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANE

FIR

ELAN

E

FI

R

EL

AN

E

FIRELANEFIRELANEFIRELANEFIRELANE

FIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANE

VANVANFIR

ELAN

E

FIR

ELAN

E

FIR

ELAN

E

FIR

ELAN

E

FIR

ELAN

E

FIR

ELAN

E

FIR

ELAN

E

FIR

ELAN

E

FIR

ELAN

E

FIR

ELAN

E

FIR

ELAN

E

FIRELANE

FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE

FIR

ELAN

E

FIR

ELAN

E

FIR

ELAN

E

FIR

ELAN

E

FIR

ELAN

E

FIR

ELAN

E

FIR

ELAN

E

FIR

ELAN

E

FIRELANE

FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE

VAN

FIRELANEFIRELANEFIRELANE

FIRELANE

FIRELANE VAN VAN VAN VAN

FIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANE

FIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANE

FIRELANE

FIRELANE

FIRELANE

FIRELANE

FIRELANE

FIRELANE

FIRELANE

FIRELANE

FIRELANE

FIRELANE

FIRELANE

FIRELANE

FIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANE

PROPOSED

BUILDING 3

ADDITION

WW

W W

W W

W W

WW

W W

W W

W W

W W

50' STANDOFF LINE

50' STANDOFF LINE

WW

FH1

FH2

FH3

300' RADIUS - FH-3

300' RADIUS - FH-2

300' RADIUS - FH-1

300' RADIUS - FH-1

300' RADIUS - FH-2

SD

NEW BIKE LOCKER

TEMPORARY OAHU TRAILER

RE: MECH

EXISTING BIKE LOCKER TO REMAIN

WW

W W

W W

W W

W W

W W

SD

W L

W L

W L

W L

W L

WL WL WL WL WL WL

WL WL WL

27 11

NEW EQUIPMENT PAD

RE:MEP

NEW MOUNTING PAD

RE:MEP

SD

PROPOSED FENCE WITH MOW STRIP

SEE DETAIL ON SHEET CS402

SD

FO

FO

C

LP

CO

CO

CO

SS

SIGN

SIGN

SIGN

SIGN

FIRELANE

FIRELANEFIRELANEFIRELANEFIRELANEFIRELANE

VANVANVAN

FIRELANE

FIR

ELAN

E

VAN VAN VAN VAN

FIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANE

EXP. 12/31/2025

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

OF 202

589-707

ROBERT J. DOLE VAMC

5500 E. KELLOGG AVENUE

WICHITA, KS 67218

SITE

JSS/ALL GMGS/BSS

KEY PLAN

N

KELLOGG

WATERMAN

BL

UC

KL

EY

ED

G

EM

O

O R

5%#.'� 1�128" = 1 §0" 5%#.'� 1�128" = 1 §0"

100% BID SET

Veterans Health

Administration

VA FORM 08-6231

DRAWING TITLE PROJECT TITLE

LOCATION

DATE CHECKED DRAWN

PROJECT NUMBERCONSULTANTS:

DRAWING #

VA HEALTH CARE SYSTEM APPROVAL:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH KS COA NO. A-930

ENG KS COA. NO. E-2586

FULLY SPRINKLERED

No. REVISION DESCRIPTION DATE

1 2 � 4 � 6 � 8 �

1 2 � 4 � 6 � 8 �

STAMP:

DRAWING NUMBER

BUILDING NUMBER

EXP. 12/31/2025

CIVIL / STRUCTURAL ENGR

H2B. INC.

1125 N LOOP WEST, STE 800

HOUSTON, TX 77008

(713) 864-2900

MEP / TECH ENGR

SPUR DESIGN

2519 MADISON AVE, STE 100

KANSAS CITY, MO 64108

(913) 369-7200

FIRE PROTECTION ENGR

POOLE FIRE PROTECTION

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

INDUSTRIAL HYGENIST

RIVERFRONT SAFETY

1139 OLIVE ST, STE 300

ST. LOUIS, MO 63101

(713) 864-2900

HEALTHCARE PLANNER

THE INNOVA GROUP

9442 N. CAPITAL OF TEXAS HWY, STE 325

AUSTIN, TX 78759

(512) 346-8700

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, STE 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

COMMISSIONING

ENVIROS

220 RAMSEY ST

HASTINGS, MN 55033

(651) 400-8531

CONSTRUCT ADDITION AND RENOVATE

BUILDING 3 FOR PHARMACY AND

ASSOCIATED ADA PARKING

10/04/2024

SPUR #: 2309

1 ADDENDUM 1 08/20/2025

CS200

OVERALL SITE PLAN

0 40' 80'

SCALE: 1" = 40'

BENCHMARK: .

LEGEND: .

PLAN VIEW:

KEYED NOTES: .

NEW CONCRETE PAVEMENT

SITE PLAN NOTES:

NEW STOP BAR (RE: CS400)

NEW SHUTTLE STOP

NEW ADA SIGN (RE: CS400)

NEW 4" CONCRETE SIDEWALK (RE: 2/CS400)

NEW ADA CROSSWALK STRIPING (RE: CS400)

XX NEW PARKING STALL COUNT

CONCRETE SIDEWALK

REVEGETATION

NEW WHEELSTOPS

DATUM BENCHMARK (BM 200, PNT #36) BRASS DISK IN NE CORNER OF

HEADWALL OF RCBC OVER THE EAST BRANCH OF DRY CREEK

LOCATED ON THE EAST SIDE OF EDGEMOOR, NORTH OF KELLOGG.

N:369,346.21 E:17,566,238.06 (KCS ZONE 17) ELEVATION=1347.88

(NAVD88)

(SEE SHEET CS000 FOR EXISTING LEGEND AND ABBREVIATIONS)

7 NEW BOLLARDS (RE: CS401)

6 NEW SANITARY SEWER

5 NEW BUILDING EXPANSION

2 NEW CHAIN LINK FENCE

3 NEW STORM SEWER

SUM OF FRONTAGE ALONG S BLECKLEY DR, & E KELLOGG DR = 1,700 LF

GREATEST DISTANCE FROM A BUILDING TO THE PROPERTY LINE = 660

LF

1,700 - 660 = 1,040 LF

LANDSCAPING AREA REQUIRED (20 SF / LF FRONTAGE) = 1,040 * 20 =

20,800 SF

LANDSCAPING AREA PROVIDED = ±34,650 SF

SHADE TRESS REQUIRED FOR FRONATGE (1 / 500 SF LANDSCAPE AREA)

= 20,800/ 500 = 42 TREES

318 PARKING SPACES PROVIDED

SHADE TREES REQUIRED FOR PARKING (1 / 20 PARKING SPACES) = 318 /

16 = 31 TREES

TOTAL SHADE TREES REQUIRED = 58 TREES

SHADE TREES PROVIDED = 61 TREES

REGULAR VEHICULAR PARKING

(EXCLUDING ACCESSIBLE)

PARKING TYPE

ACCESSIBLE PARKING

(INCLUDING VAN)

MOTORCYCLE PARKING

PROPOSED

STALL COUNT

REQUIRED

STALL COUNT

TOTAL PARKING

VAN ACCESSIBLE PARKING

(EXISTING)

(1/6 PROP ACCESSIBLE)

(3% TOTAL PROP)

(EXISTING)

(EXISTING)

EXISTING

STALL COUNT

PROPOSED SANITARY SEWER LINE

PROPOSED STORM LINE

50' STANDOFF LINE

PROPERTY BOUNDARY

WW WW

XX NEW MOTORCYCLE STALL COUNT

NEW LARGE VEHICLE STALL COUNTXX

NOTES: .

1. UTILITIES PRESENTED ON THESE DRAWINGS ARE SHOWN BASED ON THE

BEST AVAILABLE INFORMATION. CONTRACTOR SHALL VERIFY THE EXACT

LOCATIONS IN THE FIELD PRIOR TO COMMENCING CONSTRUCTION.

CONTRACTOR SHALL NOTIFY COR AT LEAST 10 DAYS BEFORE

PROCEEDING WITH ANY UTILITY SERVICE INTERRUPTIONS. CONTRACTOR

SHALL NOTIFY LOCAL UTILITY LOCATING SERVICES AT LEAST 48 HOURS

BEFORE PROCEEDING WITH ANY EXCAVATION TO LOCATE PUBLIC

UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING PRIVATE

UTILITIES PRIOR TO ANY EXCAVATION AND SHALL BE RESPONSIBLE FOR

COST FOR ANY REPAIRS TO UTILITY DAMAGE.

2. ALL DIMENSIONS SHOWN ARE TO BACK OF CURB, UNLESS OTHERWISE

NOTED.

3. SOD ALL DISTURBED AREAS.

4. CONTRACTOR TO VERIFY FLOWLINE AT ALL EXISTING INLETS PRIOR TO

BEGINNING CONSTRUCTION.

5. TYPICAL PARKING STALL SHALL BE 18-FEET LONG AND 9-FEET WIDE,

UNLESS OTHERWISE NOTED.

6. NEW CONCRETE WHEELSTOPS ARE TO BE PLACED AT EACH HANDICAP

STALL UNLESS OTHERWISE SPECIFIED.

7. WHERE REPLACING CONCRETE CURB AND/OR GUTTER, REPLACE TO

NEAREST JOINT.

8. FIRE LANES/FIRE APPARATUS ACCESS ROADS SHALL BE MARKED ON THE

CURBS WITH RED PAINT AND STENCILED EVERY FIFTY FEET IN WHITE

LETTERS AT LEAST 3-INCHES IN HEIGHT WITH THE WORDS, "FIRE LANE -

NO PARKING - TOW AWAY ZONE" SO AS TO PREVENT PARKING IN THE

AREA.

9. IN AREAS WHERE NEW OR EXISTING CURB & GUTTER TIES INTO NEW OR

EXISTING DRIVEWAYS AND SIDEWALKS, #3 X 10" REBAR OR 24" SMOOTH

DOWEL PIN WILL BE USED AT 24" O-C UNLESS OTHERWISE SPECIFIED.

10. NEW BOLLARDS ARE TO BE PLACED ALONG STANDOFF LINE 5' O-C UNLESS

OTHERWISE SPECIFIED.

11. CONTRACTOR TO PROVIDE PRICING FOR BOTH CONCRETE PAVEMENT

AND ASPHALT PAVEMENT FOR THE NEW PARKING STALLS AND DRIVE

AISLES.

NEW LIGHTING (RE: MEP)

NEW PARKING PAVEMENT

NEW TREE, LONDON PLANETREE

(PLATANUS X ACERIFOLIA)

LANDSCAPING CALCULATIONS: .PARKING CALCULATIONS:

1. BID DEDUCT #1: SITE PAVING, ROADWAYS & PARKING AREAS

2. BID DEDUCT #2: SITE PAVING FOR NEW SHUTTLE STOPS, NEW BIKE

LOCKER, AND NEW SIDEWALKS AS CROSS-HATCHED BELOW

3. BID DEDUCT #3: SITE LANDSCAPING (NEW TREES)

SITE BID DEDUCTS: .

NEW STOP SIGN

NEW SPEED BUMP13

LANDSCAPING GRAVEL

FLAG POLE TO REMAIN AND BE PROTECTED

STATUE TO REMAIN AND BE PROTECTED

SITE BID DEDUCTS

1" = 50'

LEGEND: .

BID DEDUCT

72 19 6

AL

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD SD SD SD SD SD SD SD SD SD SD SD SD SD

SD SD

SD

SD

SD

SD SD SD SD SD SD SD SD SD SD SD SD

SD

SD

SD

SD

SD

SD

SD

SD SD SD

SD SD

SD

SD

SD

SD

SD

SD SD SD SD SD SD SD SD SD

SD

SD

SD

SD

SD SD SD

SD

SD

SD

SD

C

E

CO

CO

CO

CO

CO

CO

CO

CO

CO

SS

SS

SS

SS

SS

SW

SW

SIGN

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

X X X

COCO

SS

SS

SS

LP

LP

LP

LP

LP

UGE UGE

UG

E

U G

E

U G

E U

G E

UGE

PROPOSED

BUILDING 3

ADDITION

WW

WW

W W

WL

WL

WL

EXIST FDC - TO BE ABANDONED

AFTER INSTALLATION OF NEW FDC

4' DIA CORROSION

RESISTANT WWMH

4' DIA WWMH

WL

FDC

P.I.V.

EXIST PIV TO BE ABANDONED

AFTER INSTALL OF NEW PIV

W W

W W

WW

RE: CS302 FOR DETAILED STORM INFORMATION

DRAIN TILES ALONG

BUILDING FACADE

RE:ARCH

NEW EQUIPMENT PAD

RE: DETAIL 1/SB302

NEW RETAINING WALL;

RE: DETAIL 4/CS403

NEW CHILLER

RE: MEP

SD

19'

4'

12'

27'

3'

3'

4'

END RETAINING WALL

END RETAINING WALL

8'

8'

EXP. 12/31/2025

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

OF 202

589-707

ROBERT J. DOLE VAMC

5500 E. KELLOGG AVENUE

WICHITA, KS 67218

SITE

JSS/ALL GMGS/BSS

KEY PLAN

N

KELLOGG

WATERMAN

BL

UC

KL

EY

ED

G

EM

O

O R

5%#.'� 1�128" = 1 §0" 5%#.'� 1�128" = 1 §0"

100% BID SET

Veterans Health

Administration

VA FORM 08-6231

DRAWING TITLE PROJECT TITLE

LOCATION

DATE CHECKED DRAWN

PROJECT NUMBERCONSULTANTS:

DRAWING #

VA HEALTH CARE SYSTEM APPROVAL:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH KS COA NO. A-930

ENG KS COA. NO. E-2586

FULLY SPRINKLERED

No. REVISION DESCRIPTION DATE

1 2 � 4 � 6 � 8 �

1 2 � 4 � 6 � 8 �

STAMP:

DRAWING NUMBER

BUILDING NUMBER

EXP. 12/31/2025

CIVIL / STRUCTURAL ENGR

H2B. INC.

1125 N LOOP WEST, STE 800

HOUSTON, TX 77008

(713) 864-2900

MEP / TECH ENGR

SPUR DESIGN

2519 MADISON AVE, STE 100

KANSAS CITY, MO 64108

(913) 369-7200

FIRE PROTECTION ENGR

POOLE FIRE PROTECTION

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

INDUSTRIAL HYGENIST

RIVERFRONT SAFETY

1139 OLIVE ST, STE 300

ST. LOUIS, MO 63101

(713) 864-2900

HEALTHCARE PLANNER

THE INNOVA GROUP

9442 N. CAPITAL OF TEXAS HWY, STE 325

AUSTIN, TX 78759

(512) 346-8700

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, STE 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

COMMISSIONING

ENVIROS

220 RAMSEY ST

HASTINGS, MN 55033

(651) 400-8531

CONSTRUCT ADDITION AND RENOVATE

BUILDING 3 FOR PHARMACY AND

ASSOCIATED ADA PARKING

10/04/2024

SPUR #: 2309

1 ADDENDUM 1 08/20/2025

CS201

DETAILED SITE PLAN (1 OF 3)

0 10' 20'

SCALE: 1" = 10'

BENCHMARK: .

LEGEND: .

DATUM BENCHMARK (BM 200, PNT #36) BRASS DISK IN NE CORNER OF

HEADWALL OF RCBC OVER THE EAST BRANCH OF DRY CREEK

LOCATED ON THE EAST SIDE OF EDGEMOOR, NORTH OF KELLOGG.

N:369,346.21 E:17,566,238.06 (KCS ZONE 17) ELEVATION=1347.88

(NAVD88)

(SEE SHEET CS000 FOR EXISTING LEGEND AND ABBREVIATIONS)

PLAN VIEW:

KEYED NOTES: .

NEW CONCRETE PAVEMENT

SITE PLAN NOTES:

NEW STOP BAR (RE: CS400)

NEW STOP SIGN

NEW SHUTTLE STOP (RE: CS400)

NEW ADA SIGN (RE: CS401)

NEW 4" CONCRETE SIDEWALK (RE: CS400)

NEW 10 LF ADA RAMP w/ TRUNCATED DOMES @ 5% MAX

SLOPE (RE: CS404)

NEW ADA CROSSWALK STRIPING (RE: CS405)

NEW BOLLARDS (RE: CS401)

XX NEW PARKING STALL COUNT

CONCRETE SIDEWALK

LANDSCAPING GRAVEL

14a

7 NEW SHADE TREE

6 NEW SANITARY SEWER

5 NEW BUILDING EXPANSION

2 NEW CHAIN LINK FENCE

3 NEW STORM SEWER

PROPOSED SANITARY SEWER LINE

PROPOSED STORM LINE

50' STANDOFF LINE

PROPERTY BOUNDARY

WW WW

NEW WHEELSTOPS

XX NEW MOTORCYCLE STALL COUNT

NEW LARGE VEHICLE STALL COUNTXX

NEW SPEED BUMP (RE: CS400)

NEW PEDESTRIAN CROSSING SIGN

NEW EMERGENCY CALL STATION

NEW PROPOSED LIGHTING (BY OTHERS)

NEW SIGN

NEW REMOVABLE BOLLARDS (RE: CS401)14b

NEW CONCRETE STAIRS (RE: DETAIL 8/SB301 AND DETAIL 5/AE421)18

REVEGETATION

NEW THICKENED PAVEMENT HEADER (RE: CS403)19

NOTES: .

1. UTILITIES PRESENTED ON THESE DRAWINGS ARE SHOWN BASED ON THE BEST AVAILABLE

INFORMATION. CONTRACTOR SHALL VERIFY THE EXACT LOCATIONS IN THE FIELD PRIOR TO

COMMENCING CONSTRUCTION. CONTRACTOR SHALL NOTIFY COR AT LEAST 10 DAYS

BEFORE PROCEEDING WITH ANY UTILITY SERVICE INTERRUPTIONS. CONTRACTOR SHALL

NOTIFY LOCAL UTILITY LOCATING SERVICES AT LEAST 48 HOURS BEFORE PROCEEDING WITH

ANY EXCAVATION TO LOCATE PUBLIC UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR

LOCATING PRIVATE UTILITIES PRIOR TO ANY EXCAVATION AND SHALL BE RESPONSIBLE FOR

COST FOR ANY REPAIRS TO UTILITY DAMAGE.

2. ALL DIMENSIONS SHOWN ARE TO BACK OF CURB, UNLESS OTHERWISE NOTED.

3. SOD ALL DISTURBED AREAS.

4. CONTRACTOR TO VERIFY FLOWLINE AT ALL EXISTING INLETS PRIOR TO BEGINNING

CONSTRUCTION AND NOTIFY VA COR OF ANY DISREPANCIES.

5. TYPICAL PARKING STALL SHALL BE 18-FEET LONG AND 9-FEET WIDE, UNLESS OTHERWISE

NOTED.

6. FIRE LANES/FIRE APPARATUS ACCESS ROADS SHALL BE MARKED ON THE CURBS WITH RED

PAINT AND STENCILED EVERY FIFTY FEET IN WHITE LETTERS AT LEAST 3-INCHES IN HEIGHT

WITH THE WORDS, "FIRE LANE - NO PARKING - TOW AWAY ZONE" SO AS TO PREVENT

PARKING IN THE AREA.

7. IN AREAS WHERE NEW OR EXISTING CURB & GUTTER TIES INTO NEW OR EXISTING

DRIVEWAYS AND SIDEWALKS, #3 X 10" REBAR OR 24" SMOOTH DOWEL PIN WILL BE USED AT

24" O-C UNLESS OTHERWISE SPECIFIED.

NEW GENERATOR

RE: MEP

NEW EQUIPMENT PAD

RE: DETAIL 1, SB302

ADJUST RIM TO MATCH PROPOSED GRADE

72 19 6

AL

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R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W

SD SD SD SD SD

SD SD SD SD SD

SD

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SDSD

X X

X X

X X

X X

X X

X X

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X

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X X

U G

E U

G E

SD SD

C

EIP

E

E

E

E

G

LP

LP

LP

LP

LP

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LPLP

CO

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COCO

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TRTR

SIGN

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E

SD

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R D

X

COCO

CO

SS

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LP

LP

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LP

VAN VAN

VANVAN

VAN

VANVANVAN VAN VAN VAN VAN

FIRELANE

FIRELANE

FIRELANE

FIRELANE

FIRELANE

FIRELANE

FIRELANE

FIRELANE

FIRELANE

FIRELANE

FIRELANE

FIRELANE

FIRELANE

FIRELANE

FIRELANE

FIRELANE

FIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANE

PROPOSED

BUILDING 3

ADDITION

SD

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SD

B2

0.29AC

B4

0.43AC

B5

0.37AC

B6

0.29AC

B7

0.19AC

B8

0.20AC

B9

0.18AC

B3

0.35AC

B10

0.21AC

B11

0.19AC

B12

0.10AC

D7

0.20AC

D6

0.06AC

D5

0.24AC D9

0.15AC

D8

0.04AC

OS-2

0.09AC

D4

0.18AC

D3

0.18AC

D2

0.20AC

D1

0.10AC

C1

0.21AC

B4 B5 B6

B9B8B7

B10 B11

B12 D2

D3

D7 D6

D5

D4

REMOVE EX CURB INLET

INSTALL 3'x3' GRATE INLET

D1

D8

D9

B3

Q1

SD

B2

Q2

D8

RELOCATED EXISTING

CURB INLET #20

(5847-0282)

15" FL OUT = 1344.51 EX. C.I. #20

SD

EXP. 12/31/2025

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

OF 202

589-707

ROBERT J. DOLE VAMC

5500 E. KELLOGG AVENUE

WICHITA, KS 67218

SITE

JSS/ALL GMGS/BSS

KEY PLAN

N

KELLOGG

WATERMAN

BL

UC

KL

EY

ED

G

EM

O

O R

5%#.'� 1�128" = 1 §0" 5%#.'� 1�128" = 1 §0"

100% BID SET

Veterans Health

Administration

VA FORM 08-6231

DRAWING TITLE PROJECT TITLE

LOCATION

DATE CHECKED DRAWN

PROJECT NUMBERCONSULTANTS:

DRAWING #

VA HEALTH CARE SYSTEM APPROVAL:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH KS COA NO. A-930

ENG KS COA. NO. E-2586

FULLY SPRINKLERED

No. REVISION DESCRIPTION DATE

1 2 � 4 � 6 � 8 �

1 2 � 4 � 6 � 8 �

STAMP:

DRAWING NUMBER

BUILDING NUMBER

EXP. 12/31/2025

CIVIL / STRUCTURAL ENGR

H2B. INC.

1125 N LOOP WEST, STE 800

HOUSTON, TX 77008

(713) 864-2900

MEP / TECH ENGR

SPUR DESIGN

2519 MADISON AVE, STE 100

KANSAS CITY, MO 64108

(913) 369-7200

FIRE PROTECTION ENGR

POOLE FIRE PROTECTION

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

INDUSTRIAL HYGENIST

RIVERFRONT SAFETY

1139 OLIVE ST, STE 300

ST. LOUIS, MO 63101

(713) 864-2900

HEALTHCARE PLANNER

THE INNOVA GROUP

9442 N. CAPITAL OF TEXAS HWY, STE 325

AUSTIN, TX 78759

(512) 346-8700

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, STE 1415

PANAMA CITY BEACH, FL 32407