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

Drop Inlet Top = 1347.42 (N)=1343.97 (S)=1343.26

Curb Inlet Rim=1348.40 (N)=1344.54 (S)=1344.46

Drop Inlet Top=1347.56 (S)=1345.12 (W)=1345.15 (N)=1345.09

Drop Inlet Top=1349.78

(NE)=1347.74

Drop Inlet Top=1349.58 (N)=1347.57

(SW)=1347.35

(N)=1346.50

Drop Inlet Top=1350.10 (S)=1348.04

Drop Inlet Top=1348.50

(SSW 8" PVC ?)=1343.75

(NW 24" RCP)=1343.68

(NE 30" RCP)=1343.27

Drop Inlet Top=1345.87 (S)=1342.20

Drop Inlet Top=1345.90 (N)=1341.86

(SW)=1341.80

Curb Inlet Rim=1345.82 (N)=1339.96

(SE)=1339.62

Curb Inlet Rim=1346.34

(NW)=1340.29

(S)=1340.34

Curb Inlet Rim=1346.86 (N)=1341.66

(WNW)=1341.18

(SE)=1340.56

Drop Inlet Rim=1347.48 (S)=1343.38

Drop Inlet Top=1348.18

(SW)=1337.68

Drop Inlet Top=1348.40 (N)=1345.63 (S)=1345.62

Drop Inlet Top=1347.99 (N)=1345.69

Stairs

Curb Inlet Rim=1348.49 (E)=1343.99 (S)=1343.68

Curb Inlet Rim=1347.24 (W)=1343.06

(SSE)=1343.01

G az eb o

Drop Inlet Top=1348.02

(SW)=1345.52

Curb Inlet Rim=1348.53 (W)=1345.45

Drop Inlet Top=1347.09 (E/W)=1344.59

Drop Inlet Top=1347.16 (E/W)=1343.66

Drop Inlet Top=1347.01

(NE 12")=1343.71

(NW)=1342.03

(NE 8")=1342.01

(SW)=1340.03

(SE)=1339.26

Drop Inlet Top=1347.59 (S)=1346.29 (E)=1345.09 (W)=1344.80 (N)=1344.62 (S)=1344.61

Curb Inlet Rim=1347.81 (E/W)=1345.21

Sidewalk Sidewalk Sidewalk Sidewalk

Si de w al k

Sidewalk

Si de w al k

Sidewalk

Sidewalk

Si de w al k

Si de w al k

Si de w al k

Sidewalk

SidewalkSidewalk

Si de w al k

Si de w al k

Sidewalk

Sidewalk

Sidewalk

Si de w al k

Sh ru bs C ov er ed W in db re ak Door

Door

FF=1348.64

Door

Door

FF=1348.60

Door

FF=1348.37

Brick Building

Brick Building

Brick Building

Brick Building

Brick Building

Brick Building

SSMH

Rim=1348.32 (N)=1339.31

(SSW)=1339.22

Cleanout 16" Ø Lid

Rain Leader (RL)

Post Indicator Valve

SSMH

Rim=1348.91

(NE)=1339.86

(W)=1339.79 (S)=1339.78

6" San.

8" P

VC

SSMH

Rim=1348.90

(NE)=1340.30

(SW)=1340.17

SWMH (Abandoned??)

Rim=1347.38

(WNW)=1343.94 (6" PVC 3.44')

(N)=1343.28 (6" PVC 4.10')

(W)=1342.20 (8" CLAY 5.18')

(E)=1341.90 (8" 5.48') (N)=1341.94 (8" 5.44')

6" San.

8" VC

P.

Flag Pole

Sign

C O

X Fi be r

C O

X Fi be r

C O

X Fi be r

COX Fiber

COX Fiber

27" RCP

8" P

VC

8" PVC

8" PVC

12" PVC

12" PVC

8" P

VC

8"

P

VC

6" P

VC

" S

W S

Oxygen (per Record Info)

Oxygen (per Record Info)

10" PVC

15" RCP

RCB

(5

'x1 2')

RCB

(5

'x1 2')

RCB

(5

'x1 2')

Brick Building

RL RL

Misc. Pipe on side of bldg

RL

RL

RLRL

Door

Door

Door

RLDoor

Brick Building

Pr ob ed W es t E dg e o f R

CB

Pr ob ed W es t E dg e o f R

CB

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

Asphalt Pvmt w/ Conc C&G

As ph al t P vm t w

/ C on c C

&G

Asphalt Pvmt w/ Conc C&G

Asphalt Pvmt w/ Conc C&G

Asphalt Pvmt w/ Conc C&G

Conc Pvmt w/ C&G

Conc Pvmt w/ C&G

Asphalt Pvmt w/ Conc C&G

Elec Cabinets

Steam Vault

Electrical Cabinets

Xfrmr Pads

(NW)=1340.1

calc'd per plan

Steam Lines

Steam Lines

Steam Lines

St ea m L in es

Steam MH Vault

Steam Lines

St ea m L in es

Steam Vault

Steam Vault

Brick Building

Temporary Building Temporary Building

Steam Lines

Steam Lines

Steam Lines

Steam Lines

2" G as (Record)

2" Gas (Record)

2" G as (p er G

PRS)

SWMH (possibly abandoned?)

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

18" R C

P

15" PVC

6"

VCP

" V

C P

15" Tree 20" Tree

27" Tree

10" Tree

3" Tree

15" Tree

15" Tree

12" Tree

16" Tree

30" Tree

12" Tree 8" Tree

15" Tree

18" Tree 24" Tree

15" Tree

8" Tree

18" Tree

12" Tree

18" Tree

18" Tree 5" Tree

Shrubs

Sign Sign

Concrete Base for temp Flag Pole (typ)

Sign Sidewalk

Sign

Drop Inlet Rim=1348.15

(SW)=1345.81

8" RCP

6" Storm Pipe Clean-out Appears to be abandoned.

Building #60

SWMH

Rim=1346.53

(4" NE)=1341.18

(4" N)=1341.01 (8" S)=1340.93 (8" W)=1340.83

Record show Electric Line ending here.

Signal Manhole (S3)

Signal Manhole (S2)

Signal Manhole (S4)

Signal Manhole (4A)

D uc tb an k (4

) 4 re co rd

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

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 record)

Conc. Pad per Private Locator per Private Locator

(per record)

(p er re co rd

(per record)

(per record) pe r G

PR

S pe r G

PRS

per G

PR

S

U nknow n Line (G

PR

S) per GPRS per G

PR

S per G

PR

S

Un kn ow n L ine (G

PR

S)

Unknown Line (GPRS)

BENCHMARK #202 (PNT #1509)

ELEVATION: 1350.56 (NAVD88, GEOID18)

SQUARE CUT SET TOP SOUTH END OF CURB RETURN

BENCHMARK #203 (PNT #2617)

ELEVATION: 1347.91 (NAVD88, GEOID18)

SQUARE CUT SET TOP OF SOUTH CURB

CONTROL POINT #102 (PNT #6)

N:1684310.80, E:1667378.52

EXISTING 12" IRON BAR w/ BLUE PEC CAP

CONTROL POINT #101 (PNT #3)

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

Manhole MH5 per record

Manhole H11 per record

Drop Inlet Top=1348.30

=1345.70

12" Tree

30" Tree

8" SWS

6" P

VC

8"

S W

S

6" PVC (approx)

8" S an

6" P

VC

8" PVC

10" PVC

(destination uncertain)

24" RCP 30

" R

CP

8" P

VC

15" RCP

15" R

CP

" R C

P

8" SWS

10" Unknown

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

SIGNSIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN SIGN SIGN SIGN

SIGN SIGN SIGN

SIGN SIGN

SIGN

" P

VC

15" RCP

Door

Door

Door

8" P

VC

8" PVC

SSMH

Rim=1348.18

(NNE)=1338.99

(SSW)=1338.90

SSMH

Rim=1349.69 (E)=1344.39

(NNE)=1338.47

(W)=1338.43 4" PVC (unknown origin)

RL

12" PVC

Drop Inlet Rim=1347.93

(NW&SE)=1343.43

12" PVC

Drop Inlet Rim=1347.97

(SE)=1344.12 Concrete Pad

Covered Sidewalk

Brick Building

Brick Building

2" Tree

Sump Pump w/ Electrical conduit North & West

2" PVC Discharge to SE

Concrete Mow Strip

Door

SWMH

Rim=1348.01

(NW)=1341.71

(N)=1341.69

(SE)=1341.54

10" PVC Roof

3" Gas

(p er rec ord

3" Gas (per record)

Si de w al k

NEW BLDG EXPANSION

FF=±1348.37

(MATCH EXIST)

NEW CANOPY

NEW VESTIBULE

FF=±1348.64

(MATCH EXIST)

NEW GREASE INTERCEPTOR

& DUBLEX PUMP (RE: MEP)

NEW SAN SWR MH

RIM = 1349.20

FL 8" E = 1342.59 (NEW)

FL 8" N = 1340.59 (EXIST)

FL 8" S = 1340.59 (EXIST)

(MATCH EXIST INVERT)

NEW 100 LF 3" SAN

SWR FORCE MAIN

NEW 6" SAN SWR

(RE: MEP)

CONNECT NEW 6" SAN SWR

TO NEW BLDG w/ TWO-WAY

CLEANOUT (RE: MEP)

CONNECT NEW 4" SAN

SWR TO NEW BLDG w/

TWO-WAY CLEANOUT

(RE: MEP)

NEW SAN SWR MH

RIM = 1349.10

FL 3" E = 1344.85

FL 8" W = 1342.61

MH INVERT = 1340.11

NEW 6 LF 8" SAN

SWR @ 0.44%

NEW 70 LF

6" COMBINED

DOMESTIC /

FIRE LINE

CONNECT TO EXIST WL

1 - 8"x8"x6" TS&V & BOX

1 - 6" GATE VALVE & BOX

CONNECT NEW 6" COMBINED

DOMESTIC / FIRE LINE TO

NEW BLDG (RE: MEP)

NEW 2" GAS

RE-ROUTING

CONNECT

TO EXIST

GAS LINE

CONNECT

TO EXIST

GAS LINE

CONNECT TO

EXIST GAS LINE

NEW 3" GAS RE-ROUTING

FIRE DEPARTMENT

CONNECTION (FDC)

EXIST FIRE

HYDRANT

EXIST FIRE

HYDRANT

EXIST FIRE

HYDRANT

EXIST FIRE

HYDRANT

TRAVEL DISTANCE

FROM FH TO FDC,

LESS THAN 150'

OF

KEY PLAN

N

KELLOGG

WATERMAN

BU

CK

LE

Y

ED

G

EM

O

O R

SCALE: 1/128" = 1'-0"

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

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

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

/1

5/

:4 9:

P

M

DMHALL

ADDITION AND RENOVATION

OF CLC

09/06/2023

589-703

ROBERT J. DOLE VA MEDICAL CENTER

5500 EAST KELLOGG, BLDG. 60

WICHITA, KS 67218

No. REVISION DESCRIPTION DATE

BID DOCUMENTS

72 19 6

AL

AN LANE LACKEY

9/6/2023

NEW GAS LINE

NOTES: .

1. PROPOSED DOMESTIC WATER LINE SHALL BE POLYVINYL

CHLORIDE PIPE (PVC) SCH 40.

2. PROPOSED FIRE LINE SHALL BE POLYVINYL CHLORIDE PIPE (PVC)

C900.

3. PROPOSED WATER LINE MINIMUM COVER 42-INCHES.

4. 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.

5. MAINTAIN 1.5-FEET CLEAR BETWEEN SANITARY SEWER AND

STORM SEWER AT CROSSINGS.

6. MAINTAIN 4-FEET HORIZONTAL CLEAR BETWEEN SANITARY

SEWER AND STORM SEWER.

7. MAINTAIN 2-FEET VERTICAL AND 9-FEET HORIZONTAL BETWEEN

WATER AND NON-PRESSURE RATED SANITARY SEWER. MAINTAIN

MINIMUM 9-FEET HORIZONTAL BETWEEN WATER LINE AND

OUTSIDE WALL OF SANITARY SEWER MANHOLE.

8. COORDINATE THIS PLAN WITH PLUMBING DRAWINGS.

9. COORDINATE THIS PLAN WITH LANDSCAPING IRRIGATION PLAN.

10. 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".

UTILITY LAYOUT

CS109

1" = 20'

UTILITY LAYOUT1

20' 40'

SCALE: 1" = 20'

LEGEND: .

NEW WATER LINE

NEW 412" CONCRETE SIDEWALK

EXIST SANITARY SEWER

EXIST 2" GAS (ABANDONED)

EXIST STORM SEWER

EXIST WATERLINE

EXIST COMMUNICATION LINE

W

COMM

SD

G

SS

EXIST ELECTRIC LINEE

PROPOSED FEATURES:

EXISTING FEATURES:

NEW STORM SEWER & GRATE INLET

NEW SANITARY SEWER & MANHOLE

NEW SANITARY SEWER

NEW FENCE

NEW STORM SEWER & JUNCTION BOX

EXIST STEAM LINESTEAM

EXIST FENCE

BENCHMARK: .

CITY OF WICHITA BENCHMARK

BRASS DISK IN NE CORNER OF HEADWALL

ELEVATION=1347.88 (NAVD88)

TEMPORARY CONSTRUCTION FENCE

FM NEW SANITARY FORCE MAIN

NEW TELECOMMUNICATION LINE (RE: MEP)

NEW UNDERGROUND ELECTRIC LINE (RE: MEP)

T

UGE

FH TO FDC TRAVEL PATH

Drop Inlet Top = 1347.42 (N)=1343.97 (S)=1343.26

Curb Inlet Rim=1348.40 (N)=1344.54 (S)=1344.46

Drop Inlet Top=1347.56 (S)=1345.12 (W)=1345.15 (N)=1345.09

Drop Inlet Top=1349.78

(NE)=1347.74

Drop Inlet Top=1349.58 (N)=1347.57

(SW)=1347.35

(N)=1346.50

Drop Inlet Top=1350.10 (S)=1348.04

Drop Inlet Top=1348.50

(SSW 8" PVC ?)=1343.75

(NW 24" RCP)=1343.68

(NE 30" RCP)=1343.27

Drop Inlet Top=1345.87 (S)=1342.20

Drop Inlet Top=1345.90 (N)=1341.86

(SW)=1341.80

Curb Inlet Rim=1345.82 (N)=1339.96

(SE)=1339.62

Curb Inlet Rim=1346.34

(NW)=1340.29

(S)=1340.34

Curb Inlet Rim=1346.86 (N)=1341.66

(WNW)=1341.18

(SE)=1340.56

Drop Inlet Rim=1347.48 (S)=1343.38

Drop Inlet Top=1348.18

(SW)=1337.68

Drop Inlet Top=1348.40 (N)=1345.63 (S)=1345.62

Drop Inlet Top=1347.99 (N)=1345.69

Stairs

Curb Inlet Rim=1348.49 (E)=1343.99 (S)=1343.68

Curb Inlet Rim=1347.24 (W)=1343.06

(SSE)=1343.01

G az eb o

Drop Inlet Top=1348.02

(SW)=1345.52

Curb Inlet Rim=1348.53 (W)=1345.45

Drop Inlet Top=1347.09 (E/W)=1344.59

Drop Inlet Top=1347.16 (E/W)=1343.66

Drop Inlet Top=1347.01

(NE 12")=1343.71

(NW)=1342.03

(NE 8")=1342.01

(SW)=1340.03

(SE)=1339.26

Drop Inlet Top=1347.59 (S)=1346.29 (E)=1345.09 (W)=1344.80 (N)=1344.62 (S)=1344.61

Curb Inlet Rim=1347.81 (E/W)=1345.21

Sidewalk Sidewalk Sidewalk Sidewalk

Si de w al k

Sidewalk

Si de w al k

Sidewalk

Sidewalk

Si de w al k

Si de w al k

Si de w al k

Sidewalk

SidewalkSidewalk

Si de w al kSidewalk

Sidewalk

Sidewalk

Si de w al k

Sh ru bs C ov er ed W in db re ak Door

Door

FF=1348.64

Door

Door

FF=1348.60

Door

FF=1348.37

Brick Building

Brick Building

Brick Building

Brick Building

Brick Building

Brick Building

SSMH

Rim=1348.32 (N)=1339.31

(SSW)=1339.22

Cleanout 16" Ø Lid

Rain Leader (RL)

Post Indicator Valve

SSMH

Rim=1348.91

(NE)=1339.86

(W)=1339.79 (S)=1339.78

6" San.

8" P

VC

SSMH

Rim=1348.90

(NE)=1340.30

(SW)=1340.17

SWMH (Abandoned??)

Rim=1347.38

(WNW)=1343.94 (6" PVC 3.44')

(N)=1343.28 (6" PVC 4.10')

(W)=1342.20 (8" CLAY 5.18')

(E)=1341.90 (8" 5.48') (N)=1341.94 (8" 5.44')

6" San.

8" VC

P.

Flag Pole

Sign

C O

X Fi be r

C O

X Fi be r

C O

X Fi be r

COX Fiber

COX Fiber

27" RCP

8" P

VC

8" PVC

8" PVC

12" PVC

12" PVC

8" P

VC

8"

P

VC

6" P

VC

" S

W S

Oxygen (per Record Info)

Oxygen (per Record Info)

10" PVC

15" RCP

RCB

(5

'x1 2')

RCB

(5

'x1 2')

RCB

(5

'x1 2')

Brick Building

RL RL

Misc. Pipe on side of bldg

RL

RL

RLRL

Door

Door

Door

RLDoor

Brick Building

Pr ob ed W es t E dg e o f R

CB

Pr ob ed W es t E dg e o f R

CB

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

Asphalt Pvmt w/ Conc C&G

As ph al t P vm t w

/ C on c C

&G

Asphalt Pvmt w/ Conc C&G

Asphalt Pvmt w/ Conc C&G

Asphalt Pvmt w/ Conc C&G

Conc Pvmt w/ C&G

Conc Pvmt w/ C&G

Asphalt Pvmt w/ Conc C&G

Elec Cabinets

Steam Vault

Electrical Cabinets

Xfrmr Pads

(NW)=1340.1

calc'd per plan

Steam Lines

Steam Lines

Steam Lines

St ea m L in es

Steam MH Vault

Steam Lines

St ea m L in es

Steam Vault

Steam Vault

Brick Building

Temporary Building Temporary Building

Steam Lines

Steam Lines

Steam Lines

Steam Lines

2" G as (Record)

2" Gas (Record)

2" G as (p er G

PRS)

SWMH (possibly abandoned?)

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

18" R C

P

15" PVC

6"

VCP

" V

C P

15" Tree 20" Tree

27" Tree

10" Tree

3" Tree

15" Tree

15" Tree

12" Tree

16" Tree

30" Tree

12" Tree 8" Tree

15" Tree

15" Tree

8" Tree

18" Tree

12" Tree

18" Tree

18" Tree 5" Tree

Shrubs

Sign Sign

Concrete Base for temp Flag Pole (typ)

Sign Sidewalk

Sign

Drop Inlet Rim=1348.15

(SW)=1345.81

8" RCP

6" Storm Pipe Clean-out Appears to be abandoned.

Building #60

SWMH

Rim=1346.53

(4" NE)=1341.18

(4" N)=1341.01 (8" S)=1340.93 (8" W)=1340.83

Record show Electric Line ending here.

Signal Manhole (S3)

Signal Manhole (S2)

Signal Manhole (S4)

Signal Manhole (4A)

D uc tb an k (4

) 4 re co rd

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

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 record)

Conc. Pad per Private Locator per Private Locator

(per record)

(p er re co rd

(per record)

(per record) pe r G

PR

S pe r G

PRS

per G

PR

S

U nknow n Line (G

PR

S) per GPRS per G

PR

S per G

PR

S

Un kn ow n L ine (G

PR

S)

Unknown Line (GPRS)

BENCHMARK #202 (PNT #1509)

ELEVATION: 1350.56 (NAVD88, GEOID18)

SQUARE CUT SET TOP SOUTH END OF CURB RETURN

BENCHMARK #203 (PNT #2617)

ELEVATION: 1347.91 (NAVD88, GEOID18)

SQUARE CUT SET TOP OF SOUTH CURB

CONTROL POINT #102 (PNT #6)

N:1684310.80, E:1667378.52

EXISTING 12" IRON BAR w/ BLUE PEC CAP

CONTROL POINT #101 (PNT #3)

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

Manhole MH5 per record

Manhole H11 per record

Drop Inlet Top=1348.30

=1345.70

12" Tree

30" Tree

8" SWS

6" P

VC

8"

S W

S

6" PVC (approx)

8" S an

6" P

VC

8" PVC

10" PVC

(destination uncertain)

24" RCP 30

" R

CP

8" P

VC

15" R

CP

" R

C P

8" SWS

10" Unknown

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

SIGNSIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN SIGN SIGN SIGN

SIGN SIGN SIGN

SIGN SIGN

SIGN

" P

VC

15" RCP

Door

Door

Door

8" P

VC

8" PVC

SSMH

Rim=1348.18

(NNE)=1338.99

(SSW)=1338.90

SSMH

Rim=1349.69 (E)=1344.39

(NNE)=1338.47

(W)=1338.43 4" PVC (unknown origin)

RL

12" PVC

Drop Inlet Rim=1347.93

(NW&SE)=1343.43

12" PVC

Drop Inlet Rim=1347.97

(SE)=1344.12 Concrete Pad

Covered Sidewalk

Brick Building

Brick Building

2" Tree

Sump Pump w/ Electrical conduit North & West

2" PVC Discharge to SE

Concrete Mow Strip

Door

SWMH

Rim=1348.01

(NW)=1341.71

(N)=1341.69

(SE)=1341.54

10" PVC Roof

3" Gas

(p er rec ord

3" Gas (per record)

Si de w al k

NEW BLDG EXPANSION

FF=±1348.37

(MATCH EXIST)

NEW CANOPY

IPB

IPB

IPB

IPB

IPB

IPB

IPB

IPB

IPB

IPB

IPB

IPB

IPB

IPB

IPB

IPB

IPB

NEW VESTIBULE

FF=±1348.64

(MATCH EXIST)

IPB

IPB

IPB

IPB

IPB

IPB

IPB

IPB

OF

KEY PLAN

N

KELLOGG

WATERMAN

BU

CK

LE

Y

ED

G

EM

O

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

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

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

/1

5/

:4 9:

P

M

DMHALL

ADDITION AND RENOVATION

OF CLC

09/06/2023

589-703

ROBERT J. DOLE VA MEDICAL CENTER

5500 EAST KELLOGG, BLDG. 60

WICHITA, KS 67218

No. REVISION DESCRIPTION DATE

BID DOCUMENTS

72 19 6

AL

AN LANE LACKEY

9/6/2023

NOTES: .

LEGEND: .

1. ALL SUBCONTRACTORS WILL BE EDUCATED BY THE GENERAL

CONTRACTOR 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 BEST MANAGEMENT PRACTICES 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.

5. 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.

6. 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.

7. 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.

8. 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.

9. ALL DISTURBED (NON PAVED) AREAS SHALL BE GRASS SODDED.

10. INLET PROTECTION BARRIERS SHALL REMAIN IN PLACE UNTIL

ADJACENT SODDING BECOMES ESTABLISHED. ONLY AFTER THE

GRASS BECOMES ESTABLISHED SHALL THE CONTRACTOR

REMOVE AND DISPOSE OF ALL INLET PROTECTION BARRIERS

AND OTHER TEMPORARY SEDIMENT AND EROSION CONTROL

MEASURES.

IPB INLET PROTECTION BARRIER

STORM WATER POLLUTION

PREVENTION PLAN

CS110

1" = 20'

STORM WATER POLLUTION PREVENTION PLAN1

20' 40'

SCALE: 1" = 20'

BENCHMARK: .

CITY OF WICHITA BENCHMARK

BRASS DISK IN NE CORNER OF HEADWALL

ELEVATION=1347.88 (NAVD88)

EXIST GROUND

CONNECT

TO EXIST

2" GAS

EXIST 15" STM SWR

(OUTFALL TO RCB

CULVERTS)

NEW 2" GAS

RE-ROUTING

EXIST STEAM TUNNEL

2' M

IN

C

LR

NEW 73 LF 15" HDPE @ 0.32%

NEW 14 LF

15" HDPE

@ 0.32%

ELBOW w/

CLEANOUT

NEW 2" GAS

RE-ROUTING

2' M

IN

C

LR

NEW 12"

HDPE

@ 0.44%

NEW 15"

HDPE

@ 0.32%

FL

5" N

2.

FL

2"

W

4.

N

EW

"T Y-

A"

R

IM

7.

FL

5" S

0.

C urb Inlet

R im

=1347.24 (W

)=1343.06

(SSE)=1343.01

D rop Inlet

Top=1348.02

Sidew alk

Sidewalk COX Fiber

C O

X Fiber 15" RCP

Concrete Entrance

Asphalt Pvmt w/ Conc C&G

(N W

)=1340.1 calc'd per plan

Steam Lines

27" Tree

10" Tree

3" Tree

Steam Vault BEN

C H

M

AR

K #201 (PN

T #4)

ELEVATIO

N

: 1348.34 (N

AVD

88, G

EO

ID

18)

SQ

U

AR

E C

U

T FO

U N

D N

E C O

R

STEAM

VAU

LT

(per record) per GPRS per GPRS

Unknown Line (GPRS) per GPRS per GPRS

C O

N

TR

O

L PO

IN

T #101 (PN

T #3) N

:1684332.66, E:1667649.05

EXISTIN

G

12 " IR

O N

BAR

w

/ BLU

E "PEC

" C

AP

LP

LPSIG

N

SIG

N

EXIST GROUND

PROP GROUND

EXIST 12"

STM SWR

EX

IS

T

ST

M

IN

L R

IM

7.

FL

2" E

5.

FL

2"

W

5.

EXIST STM INL

RIM = 1347.59

FL 8" N = 1344.82

FL 12" E = 1345.09

FL 12" S = 1344.61

FL

5" S

2.

FL

5"

N

2.

N

EW

"J -B

O X"

R

IM

7.

CONVERT GRATE TO

SOILD LID AND BURY

6" BELOW FINISH GRADE

EXIST 12"

STM SWR

Drop Inlet Top=1348.02

(SW)=1345.52

Curb Inlet Rim=1348.53 (W)=1345.45

Drop Inlet Top=1347.59 (S)=1346.29 (E)=1345.09 (W)=1344.80 (N)=1344.62 (S)=1344.61

Curb Inlet Rim=1347.81 (E/W)=1345.21

Si de w al k

Door

FF=1348.60

Brick Building

Brick Building

C O

X Fi be r

8" PVC

12" PVC

12" PVC

Misc. Pipe on side of bldg

RL

RL

RL

2" G as (p er G

PRS)

27" Tree

15" Tree

15" Tree

12" Tree

16" Tree

30" Tree

Drop Inlet Rim=1348.15

(SW)=1345.81

6" Storm Pipe Clean-out Appears to be abandoned.

Building #60 per Private Locator

(per record)

LP

NEW CANOPY

D rop Inlet

Top=1347.09 (E/W

)=1344.59

D rop Inlet

Top=1347.16 (E/W

)=1343.66

D rop Inlet

Top=1347.01 (N

E 12")=1343.71 (N

W )=1342.03

(N E 8")=1342.01

(SW

)=1340.03

(SE)=1339.26

D rop Inlet

Top=1347.59 (S)=1346.29 (E)=1345.09 (W

)=1344.80 (N

)=1344.62 (S)=1344.61

Brick Building

Brick Building

27" RCP

8" PVC

8" PVC

8" PVC

12" PVC

R L

R L

R L

R L

Probed West Edge of RCB

2" Gas (per GPRS)

12" Tree 8" Tree

Shrubs

Sign

8" RCP

Building #60

(per record)

C onc. Pad per Private Locator per Private Locator

(per record)

Unknown Line (GPRS)

U nknow n Line (G

PR

S)

PROP

GROUND

EXIST GROUND

EXIST 12"

STM SWR

FL

2" N

3.

FL

5"

N E

.0

EX

IS

T

ST

M

IN

L R

IM

7.

FL

2" N

3.

EXIST STM INL

RIM = 1347.59

FL 8" N = 1344.82

FL 12" E = 1345.09

FL 12" S = 1344.61

NEW 15

LF 15"

HDPE @

0.32%

NEW 22 LF 15"

HDPE @ 0.32%

FL

5" E

2.

N

EW

"T Y-

A"

R

IM

7.

NEW 25 LF 15"

HDPE @ 0.32%

NEW 36 LF 15"

HDPE @ 0.32%

NEW "J-BOX" 7

RIM = 1347.86

FL 15" N = 1342.32

FL 15" S = 1342.32

NEW 7 LF

15" HDPE

@ 0.32%

FL

5" S

2.

N

EW

"T Y-

A"

R

IM

7.

FL

5" E

2.

N

EW

"T Y-

A"

R

IM

8.

ELBOW w/

CLEANOUT

CONVERT GRATE

TO SOILD LID AND

BURY 6" BELOW

FINISH GRADE

EXIST 12"

STM SWR

OF

KEY PLAN

N

KELLOGG

WATERMAN

BU

CK

LE

Y

ED

G

EM

O

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

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

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

/1

5/

:4 9:

P

M

DMHALL

ADDITION AND RENOVATION

OF CLC

09/06/2023

589-703

ROBERT J. DOLE VA MEDICAL CENTER

5500 EAST KELLOGG, BLDG. 60

WICHITA, KS 67218

No. REVISION DESCRIPTION DATE

BID DOCUMENTS

72 19 6

AL

AN LANE LACKEY

9/6/2023

NEW GAS LINE

NOTES: .

1. PROPOSED DOMESTIC WATER LINE SHALL BE POLYVINYL

CHLORIDE PIPE (PVC) SCH 40.

2. PROPOSED FIRE LINE SHALL BE POLYVINYL CHLORIDE PIPE (PVC)

C900.

3. PROPOSED WATER LINE MINIMUM COVER 42-INCHES.

4. 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.

5. MAINTAIN 1.5-FEET CLEAR BETWEEN SANITARY SEWER AND

STORM SEWER AT CROSSINGS.

6. MAINTAIN 4-FEET HORIZONTAL CLEAR BETWEEN SANITARY

SEWER AND STORM SEWER.

7. 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.

MAINTAIN 4-FEET VERTICAL AND 10-FEET HORIZONTAL BETWEEN

WATER AND PRESSURE RATED SANITARY SEWER.

8. COORDINATE THIS PLAN WITH PLUMBING DRAWINGS.

9. COORDINATE THIS PLAN WITH LANDSCAPING IRRIGATION PLAN.

10. 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".

PLAN AND PROFILE (1 OF 2)

CS111

20' 40'

SCALE: 1" = 20'

LEGEND: .

NEW WATER LINE

NEW 412" CONCRETE SIDEWALK

EXIST SANITARY SEWER

EXIST 2" GAS (ABANDONED)

EXIST STORM SEWER

EXIST WATERLINE

EXIST COMMUNICATION LINE

W

COMM

SD

G

SS

EXIST ELECTRIC LINEE

PROPOSED FEATURES:

EXISTING FEATURES:

NEW STORM SEWER & GRATE INLET

NEW SANITARY SEWER & MANHOLE

NEW SANITARY SEWER

NEW FENCE

NEW STORM SEWER & JUNCTION BOX

NEW ASPHALT PAVEMENT

EXIST STEAM LINESTEAM

EXIST FENCE

NEW CONCRETE (RE: LANDSCAPE)

(GAZEBO)

BENCHMARK: .

CITY OF WICHITA BENCHMARK

BRASS DISK IN NE CORNER OF HEADWALL

ELEVATION=1347.88 (NAVD88)

BUILDING EXPANSION FOOTPRINT

TEMPORARY CONSTRUCTION FENCE

FM NEW SANITARY FORCE MAIN

1" = 20' HORIZ, 1"=2' VERT

PLAN & PROFILE : STM SWR "A"1 1" = 20' HORIZ, 1"=2' VERT

PLAN & PROFILE : STM SWR "B"2 1" = 20' HORIZ, 1"=2' VERT

PLAN & PROFILE : STM SWR "C"3

NEW TELECOMMUNICATION LINE (RE: MEP)

NEW UNDERGROUND ELECTRIC LINE (RE: MEP)

T

UGE

NEW "TY-A" 35

RIM=1347.55

FL 15" S = 1340.51

FL 15" N = 1342.73

FL 12" W = 1344.11

NEW 14 LF 15"

HDPE @ 0.32%

NEW 73 LF 15"

HDPE @ 0.32%

NEW 20 LF 15"

HDPE @ 0.32%

NEW GAS

RE-ROUTING

CONNECT

TO EXIST

NEW 34 LF 12"

HDPE @ 0.44%

NEW 7 LF 15"

HDPE @ 0.32%

NEW "TY-A" 6

RIM=1347.70

FL 15" S = 1342.34

ELBOW w/

CLEANOUT

ELBOW w/

CLEANOUT

NEW 77 LF

SWALE @ 0.50%

NEW "J-BOX 7

RIM = 1347.91

FL 15" N = 1342.32

FL 15" S = 1342.32

CONVERT GRATE TO

SOLID LID AND BURY

6" BELOW FINISH GRADE

NEW 36 LF 15"

HDPE @ 0.32%

NEW 60 LF

SWALE

@ 0.50% ELBOW w/

CLEANOUT

NEW 15 LF 15"

HDPE @ 0.32%

NEW 22 LF 15"

HDPE @ 0.32%

NEW 25 LF 15"

HDPE @ 0.32%

NEW 36 LF 15"

HDPE @ 0.32%

NEW 7 LF 15"

HDPE @ 0.32%

NEW "TY-A" 18

RIM = 1347.50

FL 15" E = 1342.16

NEW "TY-A" 18

RIM = 1348.00

FL 15" E = 1342.24 NEW "J-BOX" 7

RIM = 1347.91

FL 15" N = 1342.32

FL 15" S = 1342.32

CONVERT GRATE TO

SOLID LID AND BURY

6" BELOW FINISH GRADE

NEW "TY-A" 6

RIM=1347.70

FL 15" S = 1342.34

EXIST

GROUND

PROP

BLDG

NEW SAN SWR MH

& DUPLEX PUMP

RIM = 1348.25

FL 3" W = 1344.26

FL 6" E = 1342.05

FL 6" S = (RE: MEP)

SUMP = 1340.05

(RE: MEP)

FL

0" E

3.

FL

" S

3.

EX

IS

T

ST

M

IN

L R

IM

8.

FL

" S

3.

NEW 3" GAS

RE-ROUTING

NEW 25 LF 6" SAN

SWR @ 2.00%

1' M

IN

C

LR

PROP

GROUND

2' M

IN

C

LR

EXIST

GROUND

PROP

GROUND

NEW COMBINED 6"

FIRE / DOMESTIC

WATER LINE

EXIST 8" WL

NEW 6 LF

10" HDPE

@ 0.56%

NEW "TY-A" 22

RIM = 1348.00

FL 10" N = 1344.41

EXIST 8"STM SWR

EXIST STM INL

RIM = 1348.07

FL 8" N = 1345.69

FL 8" N = 1345.69

NEW 38 LF 10"

HDPE @ 0.56%

NEW 3" GAS

RE-ROUTING

EXIST STEAM TUNNEL

(AT GAS CROSSING)

EXIST STEAM TUNNEL

(AT WL CROSSING)

NEW 6"

45° BEND

NEW 6"

45° BEND

NEW 6"

45° BEND

NEW 6"

45° BEND

CONNECT TO

NEW BLDG

2' M

IN

C

LR

CONNECT TO

EXIST 3" GAS

1' M

IN

C

LR

NEW 6" WATER LINE

(VERTICAL OFFSET)

ELBOW w/

CLEANOUT

ELBOW w/

CLEANOUT

4' M

IN

C

O

VE

R

NEW

3" 45°

BEND

NEW 3"

45° BEND

4' M

IN

C

LR

NEW 3" SAN SWR

FORCE MAIN

(VERTICAL OFFSET

UNDER STEAM

TUNNEL)

NEW 3" SAN SWR

FORCE MAIN

(AT WATER LINE

CROSSING)

NEW

3" SAN

SWR

FORCE

MAIN

EXIST

GROUND

PROP

GROUND

EXIST

STEAM

TUNNEL

NEW SAN SWR MH

RIM = 1349.20

FL 8" E = 1342.59 (NEW)

FL 8" N = 1340.59 (EXIST)

FL 8" S = 1340.59 (EXIST)

(MATCH EXIST INVERT)

NEW 100 LF

3" SAN SWR

FORCE MAIN

NEW SAN SWR MH

RIM = 1349.10

FL 3" E = 1344.85

FL 8" W = 1342.61

MH INVERT = 1340.11

NEW 6 LF 8" SAN

SWR @ 0.44%

NEW 2" GAS

RE-ROUTING

NEW 6"

FIRE LINE

(AT STM SWR

CROSSING)

2' M

IN

C

LR

NEW 2" GAS

RE-ROUTING

EXIST 10"

STM SWR

EXIST STM INL

RIM = 1347.24

FL 10" W = 1343.06

FL 10" W = 1343.06

FL 15" S = 1343.01

EXIST STM INL

RIM = 1348.49

FL 8" S = 1343.68

FL 8" S = 1343.68

FL 10" E = 1343.99

EXIST

STEAM

TUNNEL

ELBOW w/

CLEANOUT

ELBOW w/

CLEANOUT

NEW SAN SWR MH

& DUPLEX PUMP

RIM = 1348.25

FL 3" W = 1344.26

FL 6" E = 1342.05

FL 6" S = (RE: MEP)

SUMP = 1340.05

(RE: MEP)

NEW 3" GAS

RE-ROUTING

2' M

IN

C

LR

2' M

IN

C

LR

NEW 3"x3"x2" WYE

CONNECT TO

EXIST 3" GAS

4' M

IN

C

LR

NEW 3"

45° BEND

NEW 3"

45° BEND

NEW 3"

45° BEND

NEW 3"

45° BEND

EXIST 6" WL

NEW 30 LF 10"

HDPE @ 0.56%

NEW 38 LF 10"

HDPE @ 0.56%

NEW 20 LF

15" HDPE

@ 0.32%

±105 LF 2" GAS LINE

TRENCHLESS CONSTRUCTION

NEW 3"

45° BEND

NEW 3"

45° BEND

NEW 6" FIRE LINE (VERTICAL

OFFSET UNDER STEAM TUNNEL)

C urb Inlet

R im

=1348.49 (E)=1343.99 (S)=1343.68

C urb Inlet

R im

=1347.24 (W

)=1343.06

(SSE)=1343.01

Sidew alk

Sidew alk

Sidew alk

10" PVC

Asphalt Pvm t w

/ C onc C

&G

Steam M

H Vault

Steam Lines

Steam Lines

Steam Lines

12" Tree

18" Tree

R ecord show

Electric Line ending here.

per G

PR

S

LP

LP

SIG

N

SIG

N

SIG

N

3" Gas (per record)

C urb Inlet

R im

=1348.40 (N

)=1344.54

D rop Inlet

Top=1348.18

(SW

)=1337.68

D rop Inlet

Top=1348.40 (N

)=1345.63 (S)=1345.62

D rop Inlet

Top=1347.99 (N

)=1345.69

Stairs

C urb Inlet

R im

=1348.49 (E)=1343.99 (S)=1343.68

Sidew alk

Sidew alk

D oor

FF=1348.37

Brick Building

SSM

H

R im

=1348.90 (N

E)=1340.30

(SW

)=1340.17

8" VCP.

8" PVC

6" PVC

Oxygen (per Record Info)D oor

D oor

D oor

Elec C abinets

Steam Vault

Electrical C abinets

Xfrm r Pads

Steam Lines

Steam Lines

Steam M

H Vault

Steam Lines

Steam Lines

Steam Lines

15" Tree 20" Tree

18" Tree

Ductbank (4) 4" (record) per G

PR

S

LP

LP

SIG

N

SIG

N

SIG

N

SIG

N

SIG

N

3" G as (per record)

Sidewalk

N

EW

BLD

G

EXPAN

SIO

N

FF=±1348.37

(M

ATC

H

EXIST)

N

EW

BLD

G

EXPAN

SIO

N

FF=±1348.37

(M

ATC

H

EXIST)

Drop Inlet Top=1348.18

(SW)=1337.68

Drop Inlet Top=1348.40 (N)=1345.63 (S)=1345.62

Drop Inlet Top=1347.99 (N)=1345.69

Stairs

Curb Inlet Rim=1348.49 (E)=1343.99 (S)=1343.68

Curb Inlet Rim=1347.24 (W)=1343.06

(SSE)=1343.01

Sidewalk Sidewalk Sidewalk Sidewalk

Sidewalk

Si de w al k

Door

FF=1348.37

Brick Building

SSMH

Rim=1348.90

(NE)=1340.30

(SW)=1340.17

SWMH (Abandoned??)

Rim=1347.38

(WNW)=1343.94 (6" PVC 3.44')

(N)=1343.28 (6" PVC 4.10')

(W)=1342.20 (8" CLAY 5.18')

(E)=1341.90 (8" 5.48') (N)=1341.94 (8" 5.44')

C O

X Fi be r

COX Fiber

6" P

VC

Oxygen (per Record Info)

10" PVC

Door

Door

Asphalt Pvmt w/ Conc C&G

Elec Cabinets

Steam Vault

Electrical Cabinets

Xfrmr Pads Steam Lines

Steam Lines

Steam MH Vault

Steam Lines

St ea m L in es

Steam Vault

Brick Building

Steam Lines

Steam Lines

15" Tree 20" Tree

10" Tree

3" Tree

12" Tree

18" Tree

18" Tree 5" Tree

Record show Electric Line ending here.

Signal Manhole (S3)

Signal Manhole (S4)

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

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 GPRS per G

PR

S

CONTROL POINT #101 (PNT #3)

N:1684332.66, E:1667649.05

EXISTING

8" SWS

6" P

VC

8"

S W

S

6" PVC (approx)

8" S an

10" Unknown

LP

LP

SIGN

SIGN SIGN SIGN SIGN

3" Gas

(p er rec ord

3" Gas (per record)

NEW BLDG EXPANSION

FF=±1348.37

(MATCH EXIST)

NEW BLDG EXPANSION

FF=±1348.37

(MATCH EXIST)

NEW BLDG EXPANSION

FF=±1348.37

(MATCH EXIST)

OF

KEY PLAN

N

KELLOGG

WATERMAN

BU

CK

LE

Y

ED

G

EM

O

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

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

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

/1

5/

:4 9:

P

M

DMHALL

ADDITION AND RENOVATION

OF CLC

09/06/2023

589-703

ROBERT J. DOLE VA MEDICAL CENTER

5500 EAST KELLOGG, BLDG. 60

WICHITA, KS 67218

No. REVISION DESCRIPTION DATE

BID DOCUMENTS

72 19 6

AL

AN LANE LACKEY

9/6/2023

NEW GAS LINE

NOTES: .

1. PROPOSED DOMESTIC WATER LINE SHALL BE POLYVINYL

CHLORIDE PIPE (PVC) SCH 40.

2. PROPOSED FIRE LINE SHALL BE POLYVINYL CHLORIDE PIPE (PVC)

C900.

3. PROPOSED WATER LINE MINIMUM COVER 42-INCHES.

4. 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.

5. MAINTAIN 1.5-FEET CLEAR BETWEEN SANITARY SEWER AND

STORM SEWER AT CROSSINGS.

6. MAINTAIN 4-FEET HORIZONTAL CLEAR BETWEEN SANITARY

SEWER AND STORM SEWER.

7. 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.

MAINTAIN 4-FEET VERTICAL AND 10-FEET HORIZONTAL BETWEEN

WATER AND PRESSURE RATED SANITARY SEWER.

8. COORDINATE THIS PLAN WITH PLUMBING DRAWINGS.

9. COORDINATE THIS PLAN WITH LANDSCAPING IRRIGATION PLAN.

10. 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".

PLAN AND PROFILE (2 OF 2)

CS112

1" = 20'

PLAN AND PROFILE1

20' 40'

SCALE: 1" = 20'

LEGEND: .

NEW WATER LINE

NEW 412" CONCRETE SIDEWALK

EXIST SANITARY SEWER

EXIST 2" GAS (ABANDONED)

EXIST STORM SEWER

EXIST WATERLINE

EXIST COMMUNICATION LINE

W

COMM

SD

G

SS

EXIST ELECTRIC LINEE

PROPOSED FEATURES:

EXISTING FEATURES:

NEW STORM SEWER & GRATE INLET

NEW SANITARY SEWER & MANHOLE

NEW SANITARY SEWER

NEW FENCE

NEW STORM SEWER & JUNCTION BOX

NEW ASPHALT PAVEMENT

EXIST STEAM LINESTEAM

EXIST FENCE

NEW CONCRETE (RE: LANDSCAPE)

(GAZEBO)

BENCHMARK: .

CITY OF WICHITA BENCHMARK

BRASS DISK IN NE CORNER OF HEADWALL

ELEVATION=1347.88 (NAVD88)

BUILDING EXPANSION FOOTPRINT

TEMPORARY CONSTRUCTION FENCE

FM NEW SANITARY FORCE MAIN

NEW TELECOMMUNICATION LINE (RE: MEP)

NEW UNDERGROUND ELECTRIC LINE (RE: MEP)

T

UGE

NEW GAS

RE-ROUTING

CONNECT

TO EXIST

NEW "TY-A" 22

RIM=1348.00

FL 10" N=1344.41

NEW 6 LF 8" SAN

SWR @ 0.44%

NEW SAN SWR MH

RIM=1349.20

FL 8" E=1342.59(NEW)

FL 8" N=1340.59(EXIST)

FL 8" S=1340.59(EXIST)

(MATCH EXIST INVERT)

NEW SAN SWR MH

RIM=1349.10

FL 3" E=1344.85

FL 8" W=1342.61

MH INVERT=1340.11

CONNECT TO EXIST WL

1-8"x8"6" TS&V & BOX

1-6" GATE VALVE & BOX

NEW 60 LF

6" FIRE LINE

CONNECT NEW 6" FIRE LINE

TO NEW BLDG (RE: MEP)

CONNECT NEW 4" SAN

SWR TO NEW BLDG w/

TWO-WAY CLEANOUT

(RE: MEP)

NEW 6 LF

10" HDPE

@ 0.56%

NEW 38 LF 10"

HDPE @ 0.56%

NEW 30 LF 10"

HDPE @ 0.56%

CONNECT TO EXIST WL

1-8"x8"x6" TS&V & BOX

1-6" GATE VALVE & BOX

NEW 70 LF

6" FIRE LINE

NEW 100 LF

3" SAN SWR

FORCE MAIN

CONNECT

TO EXIST

NEW GAS

RE-ROUTING

NEW 38 LF 10"

HDPE @ 0.56%

NEW GREASE INTERCEPTOR

& DUBLEX PUMP (RE: MEP)

NEW 6"

SAN SWR

CONNECT NEW 6" SAN

SWR TO NEW BLDG w/

TWO-WAY CLEANOUT

(RE: MEP)

CONNECT NEW 4" SAN

SWR TO NEW BLDG w/

TWO-WAY CLEANOUT

(RE: MEP)

NEW 30 LF 10"

HDPE @ 0.56%

NEW 30 LF 10"

HDPE @ 0.56%

NEW 38 LF 10" HDPE @ 0.56%

NEW 6 LF 10" HDPE @ 0.56%

CONNECT TO EXIST WL

1-8"x8"x6" TS&V & BOX

1-6" GATE VALVE & BOX

NEW 100 LF 3" SAN

SWR FORCE MAIN

NEW 2" GAS

NEW

3" GAS

CONNECT

TO EXIST

NEW SAN SWR MH

& DUPLEX PUMP

(RE: MEP)

NEW GRASE INTERCEPTOR

(RE: MEP)

NEW 6" SAN SWR

NEW 3"x3"x2" WYE

CONNECT NEW 4" SAN

SWR TO NEW BLDG w/

TWO-WAY CLEANOUT

(RE: MEP)

CONNECT NEW 6" SAN

SWR TO NEW BLDG w/

TWO-WAY CLEANOUT

(RE: MEP)

NEW "TY-A" 22

RIM=1348.00

FL 10" N=1344.41

CONNECT

TO EXIST

NEW 60 LF

6" FIRE LINE

CONNECT NEW 6" FIRE LINE

TO NEW BLDG (RE: MEP)

ELBOW w/

CLEANOUT

ELBOW w/ CLEANOUT

NEW 20 LF 15"

HDPE @ 0.32%

ELBOW w/

CLEANOUT

NEW 73 LF 15"

HDPE @ 0.32%

NEW SAN SWR MH

RIM = 1349.10

FL 3" E = 1344.65

FL 8" W = 1342.61

MH INVERT = 1340.11

NEW SAN SWR MH

RIM = 1349.20

FL 8" E = 1342.59

FL 8" N = 1340.59

FL 8" S = 1340.59

(MATCH EXIST INVERT)

NEW 6 LF 8" SAN SWR @ 0.44%

ELBOW w/

CLEANOUT

ELBOW w/

CLEANOUT

NEW GAS

RE-ROUTING

OF 222

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

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

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

/1

5/

:4 9:

P

M

DMHALL

ADDITION AND RENOVATION

OF CLC

09/06/2023

589-703

ROBERT J. DOLE VA MEDICAL CENTER

5500 EAST KELLOGG, BLDG. 60

WICHITA, KS 67218

No. REVISION DESCRIPTION DATE

BID DOCUMENTS

72 19 6

AL

AN LANE LACKEY

9/6/2023

PAVEMENT AND DRAINAGE DETAILS

CS200

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

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

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

/1

5/

:4 9:

P

M

DMHALL

ADDITION AND RENOVATION

OF CLC

09/06/2023

589-703

ROBERT J. DOLE VA MEDICAL CENTER

5500 EAST KELLOGG, BLDG. 60

WICHITA, KS 67218

No. REVISION DESCRIPTION DATE

BID DOCUMENTS

72 19 6

AL

AN LANE LACKEY

9/6/2023

SEWER

SANITARY SEWER DETAILS

CS201

6 1 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 REG. NO. A-930 EXP. 12/31/2021

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

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

/1

5/

:4 9:

P

M

DMHALL

ADDITION AND RENOVATION

OF CLC

09/06/2023

589-703

ROBERT J. DOLE VA MEDICAL CENTER

5500 EAST KELLOGG, BLDG. 60

WICHITA, KS 67218

No. REVISION DESCRIPTION DATE

BID DOCUMENTS

72 19 6

AL

AN LANE LACKEY

9/6/2023

WATER LINE DETAILS

CS202

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

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

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

/1

5/

:4 9:

P

M

DMHALL

ADDITION AND RENOVATION

OF CLC

09/06/2023

589-703

ROBERT J. DOLE VA MEDICAL CENTER

5500 EAST KELLOGG, BLDG. 60

WICHITA, KS 67218

No. REVISION DESCRIPTION DATE

BID DOCUMENTS

72 19 6

AL

AN LANE LACKEY

9/6/2023

124 3

STORM WATER POLLUTION

PREVENTION PLAN DETAILS

CS203

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

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

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

/1

5/

:4 9:

P

M

DMHALL

ADDITION AND RENOVATION

OF CLC

09/06/2023

589-703

ROBERT J. DOLE VA MEDICAL CENTER

5500 EAST KELLOGG, BLDG. 60

WICHITA, KS 67218

No. REVISION DESCRIPTION DATE

BID DOCUMENTS

72 19 6

AL

AN LANE LACKEY

9/6/2023

MISCELLANEOUS DETAILS

CS204

GENERAL NOTES

THE STRUCTURAL DRAWINGS DEPICT THE STRUCTURE IN ITS FINAL CONSTRUCTED CONFIGURATION.

NEITHER CONSTRUCTION MEANS AND METHODS NOR CONSTRUCTION SAFETY ARE PART OF THE

STRUCTURAL ENGINEER’S EXPERTISE OR SCOPE OF WORK. THE GENERAL CONTRACTOR AND THEIR

SUBCONTRACTORS ARE FULLY RESPONSIBLE FOR THE MEANS AND METHODS USED TO CONSTRUCT

THE STRUCTURE AND FOR FULL COMPLIANCE WITH ALL JOB SAFETY RELATED REGULATIONS AND CONDITIONS AT THE SITE. LIMITED SITE VISITS, IF ANY, BY THE STRUCTURAL ENGINEER ARE SOLELY

TO OBSERVE COMPLETED PARTS OF THE STRUCTURE. THE STRUCTURAL ENGINEER IS NEITHER

QUALIFIED TO OBSERVE NOR COMMENT ON CONSTRUCTION MEANS AND METHODS AND JOB SITE

SAFETY.

CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO

FABRICATION/CONSTRUCTION. NOTIFY STRUCTURAL ENGINEER AND ARCHITECT OF ANY

DISCREPANCIES PRIOR TO FABRICATION/CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ALL

WORK FITTING AS INTENDED BY THE DRAWINGS AND SPECIFICATIONS.

PRINCIPAL OPENINGS ARE SHOWN ON THE DRAWINGS. SEE ARCHITECTURAL, MECHANICAL AND

ELECTRICAL DRAWINGS FOR OPENINGS, SLEEVES, CURBS, INSERTS, DEPRESSIONS, ETC. NOT SHOWN.

ALL DETAILS ARE TYPICAL UNLESS NOTED OTHERWISE. DETAILS SHALL APPLY TO SIMILAR AND LIKE

CONDITIONS.

COLD-FORMED WALL STUDS AND CONNECTIONS SHALL BE DESIGNED AND SEALED BY A LICENSED

ENGINEER IN THE STATE WHERE THE PROJECT IS LOCATED. THE CALCULATIONS AND DETAIL

DRAWINGS SHALL BE SUBMITTED FOR APPROVAL SHOWING ALL CALCULATIONS, INCLUDING DESIGN

LOADS, MEMBER SIZES AND CONNECTIONS.

STEEL STAIRS AND THEIR CONNECTIONS SHALL BE DESIGNED AND SEALED BY A LICENSED ENGINEER IN THE STATE WHERE THE PROJECT IS LOCATED. THE CALCULATIONS AND DETAIL DRAWINGS SHALL BE SUBMITTED FOR APPROVAL SHOWING ALL CALCULATIONS, INCLUDING DESIGN LOADS, MEMBER

SIZES AND CONNECTIONS.

SHOP DRAWINGS SHALL BE NEW DRAWINGS PRODUCED BY THE CONTRACTOR, ILLEGIBLE

REPRODUCTIONS OF THE DESIGN DRAWINGS WILL BE REJECTED. ELECTRONIC FILES MAY BE

REQUESTED FROM THE ENGINEER OF RECORD FOR THE PURPOSE OF PREPARING SHOP DRAWINGS.

THE CONTRACTOR WILL BE REQUIRED TO SIGN AN INDEMNITY STATEMENT PRIOR TO TRANSMISSION

OF THE ELECTRONIC FILES TO THE CONTRACTOR. THE USE OF REPRODUCTIONS OF THESE

CONTRACT DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, ERECTOR, FABRICATOR, OR

MATERIAL SUPPLIER IN LIEU OF PREPARATION OF SHOP DRAWINGS SIGNIFIES THEIR ACCEPTANCE OF ALL INFORMATION SHOWN HEREIN AS CORRECT, AND OBLIGATES THEMSELF TO ANY JOB EXPENSE, REAL OR IMPLIED, ARISING DUE TO ANY ERRORS OR OMISSIONS THAT MAY OCCUR HEREIN.

MINIMUM SHOP DRAWING SUBMITTAL REQUIREMENTS INCLUDE:

• CONCRETE MIX DESIGNS FOR EACH CLASS OF CONCRETE WITH TEST DATA

• CONCRETE ACCESSORIES (VAPOR BARRIER, REINFORCING SUPPORT CHAIRS, ETC.)

• CONCRETE REINFORCING SHOP DRAWINGS

• STRUCTURAL STEEL AND CONNECTION SHOP DRAWINGS (SEALED BY A LICENSED

PROFESSIONAL ENGINEER)

• STEEL JOIST SHOP DRAWINGS

• STEEL DECK SHOP DRAWINGS

• COLD-FORMED METAL STUDS AND CONNECTION SHOP DRAWINGS AND

CALCULATIONS (SEALED BY A LICENSED PROFESSIONAL ENGINEER)

(CFMF SHALL BE DESIGNED TO BE BLAST DESIGNED

CONTRACTOR SHALL REVIEW THE 05 40 00 SPECIFICATION FOR LOADING

INFORMATION)

• SPECIAL SEISMIC CERTIFICATION FOR MECHANICAL EQUIPMENT

• SPECIAL SEISMIC CERTIFICATION FOR ELECTRICAL EQUIPMENT

THE CONTRACTOR IS TO REVIEW EACH SUBMITTAL PRIOR TO FORWARDING TO THE ARCHITECT AND STRUCTURAL ENGINEER. THE CONTRACTOR IS TO STAMP EACH SUBMITTAL VERIFYING THAT THE

FOLLOWING ITEMS ARE ADDRESSED:

• THE SHOP DRAWING IS REQUESTED.

• THE SHOP DRAWING IS BASED ON THE LATEST DESIGN.

• THE ARCHITECT'S AND STRUCTURAL ENGINEER'S COMMENTS FROM ANY PREVIOUS

SUBMITTALS ARE ADDRESSED.

• STRUCTURAL STEEL CONNECTION SHOP DRAWING (SEALED BY A LICENSED

PROFESSIONAL ENGINEER)

• THE WORK IS COORDINATED AMONGST ALL CONSTRUCTION TRADES.

• REVISIONS FROM PREVIOUS SUBMITTALS ARE CLEARLY MARKED BY CLOUDS.

• SUBMITTAL IS COMPLETE.

• SUBMITTAL DOES NOT INCLUDE SUBSTITUTION REQUEST(S).

• SUBMITTAL SHALL INCLUDE A STAMP INDICATING PROJECT NAME AND LOCATION,

SUBMITTAL NUMBER, AND SPECIFICATION SECTION NUMBER.

THE STRUCTURAL ENGINEER SHALL RETURN, WITHOUT COMMENT, SUBMITTALS WHICH THE

CONTRACTOR HAS NOT STAMPED OR WHICH DO NOT MEET THE ABOVE REQUIREMENTS. THE

STRUCTURAL ENGINEER' S REVIEW OF SUBMITTALS SHALL BE FOR GENERAL CONFORMANCE WITH

THE DESIGN INTENT. NO WORK SHALL BE STARTED WITHOUT SUCH REVIEW.

CRANES, CONCRETE TRUCKS AND ALL OTHER HEAVILY LOADED VEHICLES ARE NOT TO BE DRIVEN

ACROSS GRADE BEAMS OR BUILDING SLABS.

ERECTION OF STRUCTURAL STEEL MAY NOT BEGIN UNTIL CONCRETE FOUNDATION HAS CURED FOR A

MINIMUM OF THREE (3) DAYS. STRUCTURAL STEEL OR OTHER HEAVY LOADS SHALL NOT BE

STOCKPILED ON ANY SLAB UNTIL IT HAS CURED FOR A MINIMUM OF THREE (3) DAYS.

NOTE THAT THE GROUND FLOOR SLAB IS A GROUND SUPPORTED SLAB AT GRADE AS PER THE DESIGN RECOMMENDED IN THE SOIL REPORT. IT IS NOT A STRUCTURAL SLAB AND AS SUCH IS NOT DESIGNED FOR ANY EXTERNAL UPWARD OR DOWNWARD LOADS, IT IS INTENDED TO BE ENTIRELY SUPPORTED BY

THE PREPARED GROUND UNDER THE SLAB. THE CONTRACTOR SHOULD NOTE THAT THE

PERFORMANCE OF THE SLAB AS DESIGNED AND INTENDED BY THE SOIL ENGINEER IS HIGHLY

DEPENDENT ON MANY ENVIRONMENTAL CONDITIONS OVER WHICH THE OWNER HAS CONTROL AFTER THE OCCUPANCY OF THE BUILDING. THE CONTRACTOR AND THE OWNER SHOULD CONSULT WITH THE SOIL ENGINEER IF THERE ARE ANY QUESTIONS CONCERNING CONSTRUCTION, PERFORMANCE AND

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