2a of 8 - 589A7-21-702 Civil Dwgs.pdf

DMH 85

8/

/2

:2 5:

A

M

ALL

ISSUED FOR CONSTRUCTION

ELECTRONIC HEALTH RECORD

MODERNIZATION (ERHM)

ADMINISTRATIVE SPACE

1/28/2022

589A7-21-702

5500 EAST KELLOGG AVENUE

WICHITA, KANSAS 67218

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project NumberCONSULTANTS:

Drawing # OF

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(405) 842-6100

FULLY SPRINKLERED

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

No. REVISION DESCRIPTION DATE

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

KS

KS

ARCH REG. NO.

ENGR REG. NO.

EXP. 12/31/2023

EXP. 12/31/2023

A-930, E-2586, CIVIL ENGINEER

H2B, INC.

1225 N. LOOP WEST, SUITE 800

HOUSTON, TX 77008

(713) 864-2900

MECHANICAL ENGINEER

ELECTRICAL ENGINEER

PLUMBING ENGINEER

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8650 ROBERT J. DOLE VA MEDICAL CENTER

SPUR #: 1794.08

27916

LICENSED

K A NS A S

ALA

N LANE LACKEY

P R

O

FES S IO NA L E NG IN

EE

R

1/28/2022

CIVIL LEGEND & ABBREVIATIONS

CS000

F/F FACE TO FACE

LEGEND

Curb Inlet Rim=1347.24 (W)=1343.06

(SSE)=1343.01

Drop Inlet Top=1345.66

(NNW)=1342.28

(SE)=1340.93

Sidewalk

Si de w al k

Conc. Pad

Sidewalk

Si de w al k

C O

X Fi be r

COX Fiber

COX Fiber

15" R C

P

4' F au x

W oo d Fe nc e

Gravel Entrance

Gravel

Gravel

Walking Path

Con cre te En tra nc e

As ph alt P vm t w

/ C on c C &G

Temporary Building

Steam Lines

Steam Lines

2" Gas (per GPRS)

24" Tree

15" Tree

15" Tree

10" Tree

3" Tree

12" Tree

Signal Manhole (S4)

Ductbank (4) 4" (record) (located by others)

Steam Vault

BENCHMARK #201 (PNT #4)

ELEVATION: 1348.34 (NAVD88, GEOID18)

SQUARE CUT FOUND NE COR STEAM VAULT

pe r G

PRS

per G

PR

SU

nknow n Line (G

PR

S) per G

PR

S per G

PR

S

CONTROL POINT #101 (PNT #3)

N:1684332.66, E:1667649.05 EXISTING 12" IRON BAR w/ BLUE "PEC" CAP

CONTROL POINT #100 (PNT #5)

N:1684342.99, E:1667865.59 EXISTING 12" IRON BAR w/ BLUE "PEC" CAP

12" Tree

30" Tree

LP

LP

LP

SIGN

SIGN

SIGN

EXIST 8" WL

EXIST 8" WL

EX

IS

T 8"

W L

W

W W

W

W W

W

SSMH #01 (MS #07)

Rim=1346.87

= 1343.13 (NW)

= 1343.17 (SE)

= 1342.89 (N)

SWMH (Needs cleaned) Rim=1346.91 (8" W)=1340.96 (10" N)=1340.96 (8" E)=1340.91 (10" S)=1340.88

Drop Inlet Rim=1345.50 (W)=1344.04 (4" PVC uncertain origin) (WSW)=1342.91 (uncertain destination)

NEW 23.5'x56'

EHRM TRAILER

FF=1351.30

NEW 23.5'x56'

EHRM TRAILER

FF=1351.30

DMH 85

8/

/2

:2 5:

A

M

ALL

ISSUED FOR CONSTRUCTION

ELECTRONIC HEALTH RECORD

MODERNIZATION (ERHM)

ADMINISTRATIVE SPACE

1/28/2022

589A7-21-702

5500 EAST KELLOGG AVENUE

WICHITA, KANSAS 67218

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project NumberCONSULTANTS:

Drawing # OF

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(405) 842-6100

FULLY SPRINKLERED

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

No. REVISION DESCRIPTION DATE

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

KS

KS

ARCH REG. NO.

ENGR REG. NO.

EXP. 12/31/2023

EXP. 12/31/2023

A-930, E-2586, CIVIL ENGINEER

H2B, INC.

1225 N. LOOP WEST, SUITE 800

HOUSTON, TX 77008

(713) 864-2900

MECHANICAL ENGINEER

ELECTRICAL ENGINEER

PLUMBING ENGINEER

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8650 ROBERT J. DOLE VA MEDICAL CENTER

SPUR #: 1794.08

27916

LICENSED

K A NS A S

ALA

N LANE LACKEY

P R

O

FES S IO NA L E NG IN

EE

R

1/28/2022

CIVIL SITE LAYOUT

CS101

BENCHMARK: .

NOTES: .

LEGEND: .

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 LOCAL UTILITY LOCATING

SERVICES AT LEAST 48 HOURS BEFORE PROCEEDING WITH

ANY EXCAVATION.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES TO

EXISTING WATER, WASTEWATER, STORMWATER LINES,

AND TRAFFIC CONTROL DEVICES. DAMAGES SHALL BE

REPAIRED AT THE CONTRACTOR'S EXPENSE.

3. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES

DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR

STRUCTURE DISTURBED DURING CONSTRUCTION SHALL

BE RESTORED TO EXISTING CONDITIONS OR BETTER.

4. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO

PROTECT ROOT SYSTEMS OF SHRUBS, PLANTS, AND

TREES ALONG THE AREA OF EXCAVATION.

5. CONTRACTOR SHALL COMPLY WITH THE LATEST EDITION

OF OSHA REGULATIONS AND THE STATE OF KANSAS LAWS

CONCERNING EXCAVATION.

6. TYPICAL PARKING STALL SHALL BE 18-FEET LONG AND

9-FEET WIDE, UNLESS OTHERWISE NOTED.

7. ALL DIMENSIONS SHOWN ARE TO FACE OF CURB, UNLESS

OTHERWISE NOTED.

8. ALL CONCRETE PAVEMENT IN DRIVE LANES SHALL BE 6"

THICK. ALL CONCRETE IN PARKING STALLS SHALL BE 5"

THICK.

9. SOD OR HYDROMULCH ALL DISTURBED AREAS.

10. CONTRACTOR TO COORDINATE WITH VA FOR LOCATION OF

MATERIAL STOCKPILING AND STAGING AREA.

11. CONTRACTOR TO PROVIDE CONSTRUCTION AND SAFETY

SIGN PER VA REQUIREMENTS AT LOCATIONS AROUND THE

SITE.

12. CONTRACTOR TO PLACE EXPANSION JOINTS ALONG THE

OUTSIDE EDGE OF THE OUTERMOST BOX CULVERTS.

10' 20'

SCALE: 1" = 10'

KEYED NOTES: .

NEW CONCRETE SIDEWALK

NEW 5" CONCRETE PAVEMENT

NEW 6" CONCRETE PAVEMENT

NEW 6" CONCRETE CURB

NEW WHEELSTOP

NEW ADA PARKING SIGN

NEW PREFABRICATED PLATFORM (BY CERNER)

NEW PREFABRICATED RAMP (BY CERNER)

NEW CONCRETE PAVING HEADER

NEW WATER LINE SYSTEM (RE: C1.03)

NEW SANITARY SEWER SYSTEM (RE: C1.03)

DEMOLITION:

NEW IMPROVEMENTS:

REMOVE EXIST 56 LF CURB

REMOVE EXIST TREE

NEW 6' WIDE RAMP AND PLATFORM (ELEVATED)

(RAMP PROVIDED WITH TRAILERS / BY CERNER)

NEW 6" CONCRETE PAVEMENT

PROPERTY LINE

NEW STORM SEWER

NEW SANITARY SEWER

NEW WATER LINE

NEW SWALE/DITCH

NEW 4 12" CONCRETE SIDEWALK (AT GRADE)

NEW 5" CONCRETE PAVEMENT

NEW 6" DOWELED - ON CURB12

NEW CONSTRUCTION FENCE

REMOVE EXIST GRAVEL

REMOVE AND REPLACE EXIST CONCRETE SIDEWALK AS

REQUIRED FOR NEW SANITARY SEWER INSTALLATION

ADJUST EXISTING INLET TO FINISHED GRADE13

MECHANICAL, ELECTRICAL, & PLUMBING (RE: MEP):

NEW UNDERGROUND ELECTRIC LINE (RE: MEP)

NEW UNDERGROUND COMMUNICATION LINE (RE: MEP)

NEW ILLUMINATION POLE & FIXTURE (RE: MEP)

DATUM BENCHMARK (BM-200)

BRASS DISK IN NE CORNER OF HEADWALL OF RCBC OVER THE

EAST BRANCH OF DRY CREEK LOCATED ON EAST SIDE OF

EDGEMOOR, NORTH OF KELLOGG.

ELEVATION=1347.88 (NAVD88)

NEW TRAILER HOUSEKEEPING PAD

(RE: 8/C4.01)14

(W)=1343.06

(SSE)=1343.01

Drop Inlet Top=1345.66

(NNW)=1342.28

(SE)=1340.93

Sidewalk

Si de w al k

Conc. Pad

Sidewalk

Si de w al k

C O

X Fi be r

COX Fiber

COX Fiber

15" R C

P

4' F au x

W oo d Fe nc e

Gravel Entrance

Gravel

Gravel

Walking Path

Con cre te En tra nc e

As ph alt P vm t w

/ C on c C &G

Temporary Building

Steam Lines

Steam Lines

24" Tree

15" Tree

15" Tree

10" Tree

3" Tree

12" Tree

Signal Manhole (S4)

Ductbank (4) 4" (record) (located by others)

Steam Vault

BENCHMARK #201 (PNT #4)

ELEVATION: 1348.34 (NAVD88, GEOID18)

SQUARE CUT FOUND NE COR STEAM VAULT

pe r G

PRS

per G

PR

SU

nknow n Line (G

PR

S) per G

PR

S per G

PR

S

CONTROL POINT #101 (PNT #3)

N:1684332.66, E:1667649.05 EXISTING 12" IRON BAR w/ BLUE "PEC" CAP

CONTROL POINT #100 (PNT #5)

N:1684342.99, E:1667865.59 EXISTING 12" IRON BAR w/ BLUE "PEC" CAP

12" Tree

30" Tree

LP

LP

LP

SIGN

SIGN

SIGN

EXIST 8" WL

EXIST 8" WL

EX

IS

T 8"

W L

WL

WL WL

WL

W L

W L

W L

SSMH #01 (MS #07)

Rim=1346.87

= 1343.13 (NW)

= 1343.17 (SE)

= 1342.89 (N)

SWMH (Needs cleaned) Rim=1346.91 (8" W)=1340.96 (10" N)=1340.96 (8" E)=1340.91 (10" S)=1340.88

Drop Inlet Rim=1345.50 (W)=1344.04 (4" PVC uncertain origin) (WSW)=1342.91 (uncertain destination)

NEW 23.5'x56'

EHRM TRAILER

FF=1351.30

NEW 23.5'x56'

EHRM TRAILER

FF=1351.30

TYP

R50'

30°'

15'

R0.5'

R 50'

R 50'

R 20'

9' TY

P

18'

TYP

5'

8' TY

P

24'

24'

2'

6'

31'

6'

7'

5'

66'

18'

TYP

9' TY

P

24'

18'

TYP

1'

68'

20'6'20' 6'

3'

.5

119'

DMH 85

8/

/2

:2 5:

A

M

ALL

ISSUED FOR CONSTRUCTION

ELECTRONIC HEALTH RECORD

MODERNIZATION (ERHM)

ADMINISTRATIVE SPACE

1/28/2022

589A7-21-702

5500 EAST KELLOGG AVENUE

WICHITA, KANSAS 67218

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project NumberCONSULTANTS:

Drawing # OF

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(405) 842-6100

FULLY SPRINKLERED

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

No. REVISION DESCRIPTION DATE

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

KS

KS

ARCH REG. NO.

ENGR REG. NO.

EXP. 12/31/2023

EXP. 12/31/2023

A-930, E-2586, CIVIL ENGINEER

H2B, INC.

1225 N. LOOP WEST, SUITE 800

HOUSTON, TX 77008

(713) 864-2900

MECHANICAL ENGINEER

ELECTRICAL ENGINEER

PLUMBING ENGINEER

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8650 ROBERT J. DOLE VA MEDICAL CENTER

SPUR #: 1794.08

27916

LICENSED

K A NS A S

ALA

N LANE LACKEY

P R

O

FES S IO NA L E NG IN

EE

R

1/28/2022

CIVIL DIMENSION LAYOUT

CS002

BENCHMARK: .

NOTES: .

LEGEND: .

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 LOCAL UTILITY LOCATING

SERVICES AT LEAST 48 HOURS BEFORE PROCEEDING WITH

ANY EXCAVATION.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES TO

EXISTING WATER, WASTEWATER, STORMWATER LINES,

AND TRAFFIC CONTROL DEVICES. DAMAGES SHALL BE

REPAIRED AT THE CONTRACTOR'S EXPENSE.

3. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES

DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR

STRUCTURE DISTURBED DURING CONSTRUCTION SHALL

BE RESTORED TO EXISTING CONDITIONS OR BETTER.

4. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO

PROTECT ROOT SYSTEMS OF SHRUBS, PLANTS, AND

TREES ALONG THE AREA OF EXCAVATION.

5. CONTRACTOR SHALL COMPLY WITH THE LATEST EDITION

OF OSHA REGULATIONS AND THE STATE OF KANSAS LAWS

CONCERNING EXCAVATION.

6. TYPICAL PARKING STALL SHALL BE 18-FEET LONG AND

9-FEET WIDE, UNLESS OTHERWISE NOTED.

7. ALL DIMENSIONS SHOWN ARE TO FACE OF CURB, UNLESS

OTHERWISE NOTED.

8. ALL CONCRETE PAVEMENT IN DRIVE LANES SHALL BE 6"

THICK. ALL CONCRETE IN PARKING STALLS SHALL BE 5"

THICK.

9. SOD OR HYDROMULCH ALL DISTURBED AREAS

10' 20'

SCALE: 1" = 10'

DATUM BENCHMARK (BM-200)

BRASS DISK IN NE CORNER OF HEADWALL OF RCBC OVER THE

EAST BRANCH OF DRY CREEK LOCATED ON EAST SIDE OF

EDGEMOOR, NORTH OF KELLOGG.

ELEVATION=1347.88 (NAVD88)

NEW 6' WIDE RAMP AND PLATFORM (ELEVATED)

(RAMP PROVIDED WITH TRAILERS / BY CERNER)

NEW 6" CONCRETE PAVEMENT

PROPERTY LINE

NEW STORM SEWER

NEW SANITARY SEWER

NEW WATER LINE

NEW SWALE/DITCH

NEW 5' SIDEWALK

NEW 5" CONCRETE PAVEMENT

(W)=1343.06

(SSE)=1343.01

Drop Inlet Top=1345.66

(NNW)=1342.28

(SE)=1340.93

Sidewalk

Si de w al k

Conc. Pad

Sidewalk

Si de w al k

C O

X Fi be r

COX Fiber

COX Fiber

15" R C

P

4' F au x

W oo d Fe nc e

Gravel Entrance

Gravel

Gravel

Walking Path

Con cre te En tra nc e

As ph alt P vm t w

/ C on c C &G

Temporary Building

Steam Lines

Steam Lines

24" Tree

15" Tree

10" Tree

3" Tree

12" Tree

Signal Manhole (S4)

Ductbank (4) 4" (record) (located by others)

Steam Vault

BENCHMARK #201 (PNT #4)

ELEVATION: 1348.34 (NAVD88, GEOID18)

SQUARE CUT FOUND NE COR STEAM VAULT

pe r G

PRS

per G

PR

SU

nknow n Line (G

PR

S) per G

PR

S per G

PR

S

CONTROL POINT #101 (PNT #3)

N:1684332.66, E:1667649.05 EXISTING 12" IRON BAR w/ BLUE "PEC" CAP

CONTROL POINT #100 (PNT #5)

N:1684342.99, E:1667865.59 EXISTING 12" IRON BAR w/ BLUE "PEC" CAP

12" Tree

30" Tree

LP

LP

LP

SIGN

SIGN

SIGN

EXIST 8" WL

EXIST 8" WL

EX

IS

T 8"

W L

SSMH #01 (MS #07)

Rim=1346.87

= 1343.13 (NW)

= 1343.17 (SE)

= 1342.89 (N)

SWMH (Needs cleaned) Rim=1346.91 (8" W)=1340.96 (10" N)=1340.96 (8" E)=1340.91 (10" S)=1340.88

Drop Inlet Rim=1345.50 (W)=1344.04 (4" PVC uncertain origin) (WSW)=1342.91 (uncertain destination)

NEW 23.5'x56'

EHRM TRAILER

FF=1351.30

NEW 23.5'x56'

EHRM TRAILER

FF=1351.30

1347 1348 1349

134913

TP=1348.98

TP=1349.07

SW=1349.24

TP=1348.55SW=1349.00

TP=1348.98

PLATFORM

EL=1351.27

TP=1348.95

TP=1349.21

TP=1348.90

MATCH EXIST

TP=±1348.45

MATCH EXIST

TP=±1347.79

TP=1347.97

TP=1348.72

TP=1348.98

RAMP=1351.21

TP=1348.67

TP=1348.50

TP=1348.25

TP=1349.08

RAMP=1350.27

TP=1348.88

TP=1349.10

TP=1349.30

TP=1349.30

TP=1349.55

TP=1349.30

TP=1349.30

TP=1349.55

PLATFORM

EL=1351.30

PLATFORM

EL=1351.30

DMH 85

8/

/2

:2 5:

A

M

ALL

ISSUED FOR CONSTRUCTION

ELECTRONIC HEALTH RECORD

MODERNIZATION (ERHM)

ADMINISTRATIVE SPACE

1/28/2022

589A7-21-702

5500 EAST KELLOGG AVENUE

WICHITA, KANSAS 67218

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project NumberCONSULTANTS:

Drawing # OF

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(405) 842-6100

FULLY SPRINKLERED

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

No. REVISION DESCRIPTION DATE

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

KS

KS

ARCH REG. NO.

ENGR REG. NO.

EXP. 12/31/2023

EXP. 12/31/2023

A-930, E-2586, CIVIL ENGINEER

H2B, INC.

1225 N. LOOP WEST, SUITE 800

HOUSTON, TX 77008

(713) 864-2900

MECHANICAL ENGINEER

ELECTRICAL ENGINEER

PLUMBING ENGINEER

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8650 ROBERT J. DOLE VA MEDICAL CENTER

SPUR #: 1794.08

27916

LICENSED

K A NS A S

ALA

N LANE LACKEY

P R

O

FES S IO NA L E NG IN

EE

R

1/28/2022

CIVIL GRADING LAYOUT

CS003

BENCHMARK: .

NOTES: .

LEGEND: .

PROPERTY LINE

NEW STORM SEWER

NEW SANITARY SEWER

NEW WATER LINE

NEW SWALE/DITCH

NEW MAJOR CONTOUR (1.0')

NEW MINOR CONTOUR (0.2')

TOP OF PAVEMENT

TOP OF SIDEWALK

TP

TS

1. SOD OR HYDRO-MULCH ALL DISTURBED AREAS.

2. PROVIDE 2% MAX SLOPE AT EACH ADA ACCESSIBLE

PARKING SPACE.

3. PROVIDE 2% MAX CROSS SLOPE AT EACH PEDESTRIAN

DOOR.

4. ADA ACCESSIBLE RAMPS SHALL NOT EXCEED 5.00% GRADE

AND SHALL HAVE 5' LEVEL LANDINGS AT TOP AND BOTTOM

OF RAMP. RAMPS THAT HAVE CHANGE IN HEIGHT

GREATER THAN 6" SHALL HAVE HANDRAILS IN

ACCORDANCE WITH ADA ACCESSIBILITY STANDARDS.

SIDEWALK SLOPES SHALL NOT EXCEED 5% AND

CROSS-SLOPE SHALL NOT EXCEED 2%.

5. CONCRETE SLOPE SHALL BE NO LESS THAN 0.50% EXCEPT

CONCRETE GUTTERS AND VALLEYS SHALL BE NO LESS

THAN 0.35%.

6. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING.

10' 20'

SCALE: 1" = 10'

NEW 6" CONCRETE PAVEMENT

NEW 5" CONCRETE PAVEMENT

DATUM BENCHMARK (BM-200)

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.

ELEVATION=1347.88 (NAVD88)

NEW 4 12" CONCRETE SIDEWALK

NEW 6' WIDE RAMP AND PLATFORM (ELEVATED)

(RAMP PROVIDED WITH TRAILERS / BY CERNER)

Drop Inlet Top=1345.66

(NNW)=1342.28

(SE)=1340.93

Sidewalk

Si de w al k

Sidewalk

Si de w al k

COX Fiber

15" R C

P

4' F au x

W oo d Fe nc e

Gravel Entrance

Gravel

Gravel

Walking Path

Temporary Building

Steam Lines

Steam Lines

15" Tree

10" Tree

3" Tree

12" Tree

Signal Manhole (S4)

Ductbank (4) 4" (record) (located by others)

Steam Vault

BENCHMARK #201 (PNT #4)

ELEVATION: 1348.34 (NAVD88, GEOID18)

SQUARE CUT FOUND NE COR STEAM VAULT

per G

PR

SU

nknow n Line (G

PR

S) per G

PR

S

CONTROL POINT #101 (PNT #3)

N:1684332.66, E:1667649.05 EXISTING 12" IRON BAR w/ BLUE "PEC" CAP

CONTROL POINT #100 (PNT #5)

N:1684342.99, E:1667865.59 EXISTING 12" IRON BAR w/ BLUE "PEC" CAP

12" Tree

30" Tree

LP

LP

LP

SIGN

SIGN

SIGN

EXIST 8" WL

EXIST 8" WL

EX

IS

T 8"

W L

SSMH #01 (MS #07)

Rim=1346.87

= 1343.13 (NW)

= 1343.17 (SE)

= 1342.89 (N)

SWMH (Needs cleaned) Rim=1346.91 (8" W)=1340.96 (10" N)=1340.96 (8" E)=1340.91 (10" S)=1340.88

Drop Inlet Rim=1345.50 (W)=1344.04 (4" PVC uncertain origin) (WSW)=1342.91 (uncertain destination)

NEW SAN CLEANOUT

FL=1344.28

CONNECT NEW SAN

SWR TO NEW TRAILER

(RE: MEP)

NEW 79 LF 6" SAN SWR @ 1.00 %

CONNECT TO EXIST SAN SWR MANHOLE

FL 6" S=1343.17

NEW 64 LF 6" SAN

SWR @ 1.00 %

CONNECT TO EXIST

8" WATERLINE

1 - 8" x 2" TS&V

1 - 2" GV & BOX

NEW 83 LF 2"

WATER LINE

NEW SAN CLEANOUT

FL=1343.27

NEW 64 LF 6" SAN

SWR @ 1.00 %

NEW SAN CLEANOUT

FL=1343.49

NEW 22 LF 6" SAN SWR @ 1.00 %

NEW 10 LF 6" SAN SWR @ 1.00 %

NEW SAN

CLEANOUT

FL=1344.92

1 - 2" BACKFLOW PREVENTER

AND HEATED ENCLOSURE

POSSIBLE

CONFLICT

FL 6" SAN = ±1343.49

FL 8" STM = ±1341.00

POSSIBLE

CONFLICT

POSSIBLE

CONFLICT

CONNECT NEW WATER LINE

TO NEW TRAILER (RE: MEP)

NEW SAN CLEANOUT

FL=1345.56

DMH 85

8/

/2

:2 5:

A

M

ALL

ISSUED FOR CONSTRUCTION

ELECTRONIC HEALTH RECORD

MODERNIZATION (ERHM)

ADMINISTRATIVE SPACE

1/28/2022

589A7-21-702

5500 EAST KELLOGG AVENUE

WICHITA, KANSAS 67218

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project NumberCONSULTANTS:

Drawing # OF

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(405) 842-6100

FULLY SPRINKLERED

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

No. REVISION DESCRIPTION DATE

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

KS

KS

ARCH REG. NO.

ENGR REG. NO.

EXP. 12/31/2023

EXP. 12/31/2023

A-930, E-2586, CIVIL ENGINEER

H2B, INC.

1225 N. LOOP WEST, SUITE 800

HOUSTON, TX 77008

(713) 864-2900

MECHANICAL ENGINEER

ELECTRICAL ENGINEER

PLUMBING ENGINEER

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8650 ROBERT J. DOLE VA MEDICAL CENTER

SPUR #: 1794.08

27916

LICENSED

K A NS A S

ALA

N LANE LACKEY

P R

O

FES S IO NA L E NG IN

EE

R

1/28/2022

CIVIL UTILITY LAYOUT

CS004

10' 20'

SCALE: 1" = 10'

BENCHMARK: .

LEGEND: .

NOTES: .

PROPERTY LINE

NEW STORM SEWER

NEW SANITARY SEWER

NEW WATER LINE

NEW SWALE/DITCH

1. PROPOSED DOMESTIC WATER LINE SHALL BE POLYVINYL

CHLORIDE PIPE (PVC) SCH 40.

2. PROPOSED WATER LINE MINIMUM COVER 42-INCHES.

3. PROPOSED SANITARY SEWER SHALL BE PVC SCH 40 (ASTM

D1765) FOR PIPE SIZES UP TO 6-INCHES AND SDR-26 OR

SDR-35 (ASTM D3034) FOR PIPE SIZES 8-INCHES AND

LARGER.

4. MAINTAIN 1.5-FEET CLEAR BETWEEN SANITARY SEWER AND

STORM SEWER AT CROSSINGS.

5. MAINTAIN 4-FEET HORIZONTAL CLEAR BETWEEN SANITARY

SEWER AND STORM SEWER.

6. MAINTAIN 2-FEET VERTICAL AND 10-FEET HORIZONTAL

BETWEEN WATER AND NON-PRESSURE RATED SANITARY

SEWER. MAINTAIN MINIMUM 10-FEET HORIZONTAL

BETWEEN WATER LINE AND OUTSIDE WALL OF SANITARY

SEWER MANHOLE.

7. COORDINATE THIS PLAN WITH PLUMBING DRAWINGS.

8. CONTRACTOR SHALL INSTALL CONTINUOUS

UNDERGROUND WARNING TAPE 12" DIRECTLY OVER

WATER LINE. WARNING TAPE SHALL BE STANDARD, 4 MIN

POLYETHYLENE, 3-INCH WIDE TAPE, DETECTABLE TYPE,

BLUE WITH BLACK LETTERS AND IMPRINTED WITH "CAUTION

BURIED WATER LINE BELOW".

DATUM BENCHMARK (BM-200)

BRASS DISK IN NE CORNER OF HEADWALL OF RCBC OVER THE

EAST BRANCH OF DRY CREEK LOCATED ON EAST SIDE OF

EDGEMOOR, NORTH OF KELLOGG.

ELEVATION=1347.88 (NAVD88)

COMM

UGE

NEW COMMUNICATION LINE (RE: MEP)

NEW UNDERGROUND ELECTRIC LINE (RE: MEP)

NEW ILLUMINATION POLE & FIXTURE (RE: MEP)

(W)=1343.06

(SSE)=1343.01

Sidewalk

Sidewalk

Si de w al k

C O

X Fi be r

COX Fiber

COX Fiber

Gravel Entrance

Gravel

Gravel

Walking Path

Con cre te En tra nc e

As ph alt P vm t w

/ C on c C &G

Temporary Building

Steam Lines

Steam Lines

10" Tree

3" Tree

12" Tree

Signal Manhole (S4)

Ductbank (4) 4" (record) (located by others)

Steam Vault

BENCHMARK #201 (PNT #4)

ELEVATION: 1348.34 (NAVD88, GEOID18)

SQUARE CUT FOUND NE COR STEAM VAULT

pe r G

PRS

per G

PR

SU

nknow n Line (G

PR

S) per G

PR

S per G

PR

S

CONTROL POINT #101 (PNT #3)

N:1684332.66, E:1667649.05 EXISTING 12" IRON BAR w/ BLUE "PEC" CAP

CONTROL POINT #100 (PNT #5)

N:1684342.99, E:1667865.59 EXISTING 12" IRON BAR w/ BLUE "PEC" CAP

12" Tree

30" Tree

LP

LP

LP

SIGN

SIGN

SIGN

EXIST 8" WL

EXIST 8" WL

EX

IS

T 8"

W L

W

W W

W

W W

W

SSMH #01 (MS #07)

Rim=1346.87

= 1343.13 (NW)

= 1343.17 (SE)

= 1342.89 (N)

SWMH (Needs cleaned) Rim=1346.91 (8" W)=1340.96 (10" N)=1340.96 (8" E)=1340.91 (10" S)=1340.88

Drop Inlet Rim=1345.50 (W)=1344.04 (4" PVC uncertain origin) (WSW)=1342.91 (uncertain destination)

NEW 23.5'x56'

EHRM TRAILER

FF=1351.30

NEW 23.5'x56'

EHRM TRAILER

FF=1351.30

NEW FILTER

FABRIC FENCE

IPB

IPB

DMH 85

8/

/2

:2 5:

A

M

ALL

ISSUED FOR CONSTRUCTION

ELECTRONIC HEALTH RECORD

MODERNIZATION (ERHM)

ADMINISTRATIVE SPACE

1/28/2022

589A7-21-702

5500 EAST KELLOGG AVENUE

WICHITA, KANSAS 67218

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project NumberCONSULTANTS:

Drawing # OF

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(405) 842-6100

FULLY SPRINKLERED

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

No. REVISION DESCRIPTION DATE

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

KS

KS

ARCH REG. NO.

ENGR REG. NO.

EXP. 12/31/2023

EXP. 12/31/2023

A-930, E-2586, CIVIL ENGINEER

H2B, INC.

1225 N. LOOP WEST, SUITE 800

HOUSTON, TX 77008

(713) 864-2900

MECHANICAL ENGINEER

ELECTRICAL ENGINEER

PLUMBING ENGINEER

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8650 ROBERT J. DOLE VA MEDICAL CENTER

SPUR #: 1794.08

27916

LICENSED

K A NS A S

ALA

N LANE LACKEY

P R

O

FES S IO NA L E NG IN

EE

R

1/28/2022

CIVIL SWPPP LAYOUT

CS005

10' 20'

SCALE: 1" = 10'

BENCHMARK: .

NOTES: .

LEGEND: .

PROPERTY LINE

PROPOSED STORM SEWER

PROPOSED SWALE/DITCH

1. ALL SUBCONTRACTORS WILL BE EDUCATED TO

FOLLOW STORM WATER POLLUTION PREVENTION

REQUIREMENTS.

2. ANY LAND CLEARING, CONSTRUCTION,

DEVELOPMENT, OR OTHER ACTIVITIES INVOLVING

THE MOVEMENT OF EARTH SHALL BE IN

ACCORDANCE WITH THE SWPPP.

3. A SITE OPERATOR SHALL BE ON SITE ON ALL DAYS

WHERE CONSTRUCTION OR GRADING ACTIVITY

TAKES PLACE.

4. STRUCTURAL BMP's WILL BE INSPECTED AND

MAINTAINED AT LEAST EVERY 14 DAYS AND AFTER

ANY PRECIPITATION OR RUNOFF EVENT THAT

CAUSES SURFACE EROSION, SEDIMENT

TRANSPORT OR VEHICULAR TRACKING.

6. SCRAPING AND SWEEPING OF STREETS, SIDEWALKS

AND FLOWLINES MUST BE CONDUCTED AT THE END

OF EACH WORK DAY WHEN DIRT AND OTHER

CONSTRUCTION MATERIAL HAS BEEN TRACKED

ONTO STREETS.

7. EARTH MATERIALS AND LANDSCAPE MATERIALS

SUCH AS SOD, ROCK AND MULCH SHALL NOT BE

STOCKPILED, PLACED OR STORED ON DRIVEWAYS,

STREETS, SIDEWALKS OR IN STORM WATER

FLOWLINES.

8. CONSTRUCTION SUPPLIES (e.g., TRUSSES AND

LUMBER), ROLL OFF CONTAINERS, DUMPSTERS,

PORTABLE TOILETS, TRAILERS, ETC., SHALL NOT BE

STORED ON STREETS OR SIDEWALKS OR OTHER

IMPERVIOUS SURFACES. THESE ITEMS SHALL BE

STORED ON THE CONSTRUCTION SITE OR STAGING

AREAS.

9. SANITARY FACILITIES SHALL BE LOCATED ON

NATURAL GROUND AND AT LEAST 25 FEET FROM ANY

STORM SEWER INLET OR WATER BODY AND SHALL

BE SERVICED REGULARLY AS NEEDED.

10. ALL DISTURBED (NON PAVED) AREAS SHALL BE

HYDROMULCH SEEDED.

IPB

CWO

STC

INLET PROTECTION BARRIER

FILTER FABRIC FENCE

CONCRETE WASHOUT AREA

STREET SWEEPING/CLEANING

DATUM BENCHMARK (BM-200)

BRASS DISK IN NE CORNER OF HEADWALL OF RCBC OVER THE

EAST BRANCH OF DRY CREEK LOCATED ON EAST SIDE OF

EDGEMOOR, NORTH OF KELLOGG.

ELEVATION=1347.88 (NAVD88)

/2

:2 5:

A

M

ALL

ISSUED FOR CONSTRUCTION

ELECTRONIC HEALTH RECORD

MODERNIZATION (ERHM)

ADMINISTRATIVE SPACE

1/28/2022

589A7-21-702

5500 EAST KELLOGG AVENUE

WICHITA, KANSAS 67218

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project NumberCONSULTANTS:

Drawing # OF

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(405) 842-6100

FULLY SPRINKLERED

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

No. REVISION DESCRIPTION DATE

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

KS

KS

ARCH REG. NO.

ENGR REG. NO.

EXP. 12/31/2023

EXP. 12/31/2023

A-930, E-2586, CIVIL ENGINEER

H2B, INC.

1225 N. LOOP WEST, SUITE 800

HOUSTON, TX 77008

(713) 864-2900

MECHANICAL ENGINEER

ELECTRICAL ENGINEER

PLUMBING ENGINEER

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8650 ROBERT J. DOLE VA MEDICAL CENTER

SPUR #: 1794.08

27916

LICENSED

K A NS A S

ALA

N LANE LACKEY

P R

O

FES S IO NA L E NG IN

EE

R

1/28/2022

CIVIL PAVEMENT DETAILS

CS401

RESERVED

PARKING

RESERVED

PARKING

NO PARKING

PROP/EXIST

CONC CURB

PROP 3 4"

EXP JT

PROP S/W

PROP/EXIST

MATERIAL AS

SHOWN ON

PLANS

SEE TABLE FOR

REINFORCING

PROP

S/W

PROP 3 4" EXP

JT

PROP S/W

PROP/EXIST

BLDG SLAB

PROP

S/W

PROP/EXIST

PVMT

PROP 3 4"

EXP JT

1"R

TYP

ATTACHMENT PIN #4

x 18" LONG GRADE

60 REBAR (TYP)

MINIMUM #3

GRADE 60

REINFORCING

BARS

26 GAUGE

PLASTIC TUBE

JOINT

SEAL

JOINT SEAL

4"R

4" DIA

PRE-MANUFACTURED

JOINT PLATE

NAIL

DOWEL DIA

PLUS 1

16"

CONST

JOINT

4" BOARD EXPANSION

JOINT FILLER

6 4

2" CHAMFER

9 - #6 BARS (TYP)

#4 TIES @ 12" O.C.

6 - #6 BARS (TYP)

#4 TIES @ 12" O.C.

#4 @ 12" C-C

EACH DIRECTION

2'X2' BLOCK OUT

SEE NOTE 1

6" PREPARED

SUBGRADE

/2

:2 5:

A

M

ALL

ISSUED FOR CONSTRUCTION

ELECTRONIC HEALTH RECORD

MODERNIZATION (ERHM)

ADMINISTRATIVE SPACE

1/28/2022

589A7-21-702

5500 EAST KELLOGG AVENUE

WICHITA, KANSAS 67218

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project NumberCONSULTANTS:

Drawing # OF

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(405) 842-6100

FULLY SPRINKLERED

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

No. REVISION DESCRIPTION DATE

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

KS

KS

ARCH REG. NO.

ENGR REG. NO.

EXP. 12/31/2023

EXP. 12/31/2023

A-930, E-2586, CIVIL ENGINEER

H2B, INC.

1225 N. LOOP WEST, SUITE 800

HOUSTON, TX 77008

(713) 864-2900

MECHANICAL ENGINEER

ELECTRICAL ENGINEER

PLUMBING ENGINEER

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8650 ROBERT J. DOLE VA MEDICAL CENTER

SPUR #: 1794.08

27916

LICENSED

K A NS A S

ALA

N LANE LACKEY

P R

O

FES S IO NA L E NG IN

EE

R

1/28/2022

CIVIL DRAINAGE DETAILS

CS402