589A7-21-132 Wichita Bid Drawings 03_Civil 1 of 10.pdf

HORIZONTAL CONTROL - NAD 83

POINT #

NORTHING

1684352.4109

1684126.5106

1683944.4443

1683992.8662

1684018.3499

1683936.8341

1683942.1261

1684257.5033

1684409.6986

1684592.4773

1684588.9383

1684501.7598

1684387.2231

EASTING

1666380.0298

1666403.1923

1666526.9207

1666732.7066

1666975.1289

1667271.8294

1667566.5738

1667738.6052

1667412.6383

1667066.3605

1666768.4036

1666604.5168

1666380.5130

DESCRIPTION

10" SPIKE

10" SPIKE

10" SPIKE

10" SPIKE

REBAR W/ BROKEN CAP

10" SPIKE

REBAR W/ BROKEN CAP

10" SPIKE

REBAR W/ BROKEN CAP

MAGNAIL

MAGNAIL

10" SPIKE

10" SPIKE

ELEVATION

1347.47

1346.80

1350.95

1356.88

1354.58

1348.82

1347.66

1349.28

1349.46

1359.02

1359.28

1358.35

1347.66

DESCRIPTION

TBM-1

TBM-2

TBM-3

1348.93

1354.88

1355.08

ELEVATION

NORTH BOLT ON FHY LOCATED BETWEEN ER/MAIN

ENTRANCE

BOLT MUELLER ON FHY SOUTH OF BLD 3 MAIN ENT/

BOTTOM OF RAMP

BOLT MUELLER ON FHY SW OF BLDG 1 MAIN ENT

VERTICAL CONTROL - NAVD 88

TBM-4

TBM-5

TBM-6

1347.91

1348.23

1349.76

BOLT MUELLER ON FHY SOUTH OF BLDG 59'/ 60'

COURT YD.

"X" SOUTH COR OF PCC SIGN FOUNDATION FOR BLDG

21 JUST INSIDE WEST GATE

NORTH BOLT ON FHY NORTH EAST COR OF BLDG 60'

ALONG ROADWAY

TBM-7

TBM-8

TBM-9

1352.29

1361.87

1357.44

BOLT MUELLER SOUTH OF BLDG 20' IN ISLAND

"X" ON NW PCC LIGHT BASED BETWEEN SOLAR

PANELS NORTH PARKING LOTS BY CANOPY 6

BOLT MUELLER ON FHY LOCATED NORTHWEST

CORNER OF BLDG 61

NO. DESCRIPTION DATE

on e ei gh th in ch o ne fo ot th re e in ch es o ne fo ot 6"

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6"

6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot 4 on e qu ar te r i nc h on e fo ot

VA FORM 08-6231

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseENGINEER OF RECORDCONSULTANT CONSTRUCT CENTRALIZED

EMERGENCY POWER SYSTEM

589A7-21-132

Project Director

2026-03-26

321 4 5 6 7 8 9 10

A

B

C

D

E

F

21 4 5 6 7 8 9 10

A

C

D

E

F

ROBERT J. DOLE VA MEDICAL CENTER

WICHITA, KANSAS

Civil / Site Utility Engineering:Hazardous Materials:

MABBETT & ASSOCIATES, INC.

Fire & Life Safety:

STANTON ENGINEERING SERVICES, LLC

Architectural:

OCULUS, INC.

Structural:

PROFESSIONAL ENGINEERING

CONSULTANTS, PA (PEC)IMEG, CORP. 37

LKS PTD

CIVIL

LINNEA K.

SHAW

062-074863

CJ100

GENERAL NOTES

1. ALL IMPROVEMENTS SHOWN ON THESE ENGINEERING PLANS SHALL COMPLY

WITH THE CITY OF WICHITA DESIGN AND SPECIFICATIONS, VA WICHITA DESIGN

AND SPECIFICATIONS. AND THE STANDARDS OF THE KANSAS DEPARTMENT OF

HEALTH AND ENVIRONMENT, LATEST EDITION.

2. UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN PLOTTED

FROM AVAILABLE SURVEYS, RECORDS, AND FIELD INVESTIGATION. THEIR

LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY. IT IS POSSIBLE THERE

MAY BE OTHERS, THE EXISTENCE OF WHICH PRESENTLY NOT KNOWN OR

SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR

EXISTENCE AND EXACT LOCATION AND TO AVOID DAMAGE THERETO.

3. ALL DEBRIS RESULTING FROM CONSTRUCTION OPERATIONS SHALL BE

PROPERLY DISPOSED OF OFF-SITE UNLESS NOTED.

4. THE CONTRACTOR SHALL EXERCISE PROPER CAUTION TO PROTECT THE

EXISTING IMPROVEMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

REPAIRING ANY DAMAGE.

5. CLEANUP AND FINAL INSPECTION. WORK BROKEN OR DAMAGED BY CONTRACTOR

ACTIVITY SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE.

ALL WASTE MATERIAL, CONCRETE WASHOUT, LANDSCAPE WASTE AND BUILDING

MATERIAL SHALL BE REMOVED. SOIL SHALL BE REMOVED FROM PAVED AREAS

AND THE PROJECT SHALL BE LEFT IN A CLEAN AND WORKMANLIKE MANNER.

6. IF SURPLUS SOIL NEEDS TO BE REMOVED FROM SITE, SOIL SHALL BE

CONSIDERED CONTAMINATED AND TREATED AS SUCH PER SPECIFICATION 31 20

11. CONTRACTOR SHALL PROPOSED A STORAGE AREA ON SITE, WITHIN PROJECT

BOUNDARIES, FOR VA REVIEW AND APPROVAL. SURPLUS SOILS CAN BE USED AS

BACKFILL IF THE VA GEMS AND/OR COR APPROVE, AFTER REVIEW OF PROPOSED

WORK. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PICK A PERMITTED

LOCATION FOR SOIL STORAGE AND ASSUME ALL COSTS FOR SOIL DISPOSAL.

GRADING NOTES

1. ALL ELEVATIONS SHOWN ARE TO FLOWLINE FINISHED GRADE OR TOP OF

PAVEMENT UNLESS OTHERWISE STATED.

2. PROVIDE POSITIVE DRAINAGE AT ALL TIMES WITHIN THE CONSTRUCTION AREAS.

DO NOT ALLOW WATER TO POND ON PROPERTY.

3. PRIOR TO PLACEMENT OF ANY FILL, THE STRIPPED SITE SHALL BE SCARIFIED TO

A DEPTH OF 9 INCHES AND RE-COMPACTED TO 95% DENSITY. ANY UNSUITABLE

SOILS FOUND AT THIS TIME SHALL BE DRIED AND RECOMPACTED OR REMOVED IF

REQUIRED COMPACTION CANNOT BE OBTAINED. CUT AREAS SHALL ALSO BE

SCARIFIED TO A DEPTH OF 9 INCHES AND RE-COMPACTED TO 95% DENSITY.

4. ALL FILL MATERIAL SHALL CONSIST OF APPROVED, SUITABLE SOILS PLACED IN

LOOSE LIFTS OF 9 INCHES OR LESS AND COMPACTED TO AT LEAST 95% OF THE

MATERIAL'S MAXIMUM STANDARD PROCTOR DRY DENSITY (ASTM D-698) IN ALL

PAVEMENT, BUILDING ADDITION AND ATHLETIC FIELD AREAS. THE COMPACTION

WILL BE FIELD TESTED BY A SOILS ENGINEERING CONSULTANT REPRESENTING

THE OWNER.

5. PROJECT WILL BE COVERED BY A GENERAL PERMIT REGULATING RUNOFF FROM

CONSTRUCTION SITES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PERFORM

THE REQUIRED MONITORING, INSPECTION AND MAINTENANCE AS REQUIRED BY

THE PERMIT.

6. ALL DISTURBED EMBANKMENTS GREATER THAN 3:1 SLOPES SHALL BE SEEDED

ACCORDING TO A RECOMMENDED SEEDING MIX BY THE LANDSCAPER AND

COVERED WITH EROSION CONTROL BLANKETS OR AS DIRECTED BY PLAN

DOCUMENTS.

7. CONTRACTOR SHALL ADHERE TO THE CITY OF WICHITA STORMWATER MANUAL

AND THE STATE OF KANSAS STANDARDS AND SPECIFICATIONS FOR EROSION

AND SEDIMENT CONTROL.

8. ALL AREAS TO BE GREENSPACE AT PROJECT COMPLETION SHALL BE LEFT WITH 6

INCHES OF TOPSOIL WHEN MASS GRADING ACTIVITIES ARE COMPLETE.

SITE CONTROL

SCALE: 1" = '150

EROSION CONTROL NOTES

1. EROSION CONTROL SHALL BE INSTALLED PRIOR TO ANY GRADING OPERATIONS

WHERE POSSIBLE.

2. CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO PREVENT OFF-SITE

TRACKING OF SEDIMENT ONTO PUBLIC ROADWAYS. ANY SEDIMENT DEPOSITED

ON PUBLIC ROADS SHALL BE REMOVED BY SHOVELING OR STREET CLEANING

BEFORE THE END OF EACH WORKING DAY.

3. SHOWN LOCATION OF SILTATION CONTROL IS APPROXIMATE. ACTUAL LOCATIONS

TO BE DETERMINED IN THE FIELD AT THE TIME OF CONSTRUCTION.

4. WATER PUMPED DURING CONSTRUCTION OPERATIONS SHALL BE FILTERED.

5. STABILIZATION OF DISTURBED AREAS. AT A MINIMUM, BE INITIATED IMMEDIATELY

WHENEVER CLEARING, GRADING, EXCAVATING OR OTHER EARTH DISTURBING

ACTIVITIES HAVE PERMANENTLY CEASED ON ANY PORTION OF THE SITE OR

TEMPORARILY CEASED ON ANY PORTION OF THE SITE AND WILL NOT RESUME

FOR A PERIOD EXCEEDING 14 CALENDAR DAYS. EROSION CONTROL DEVICES

SHALL REMAIN IN PLACE AND BE MAINTAINED UNTIL THE CONTRACTOR

ESTABLISHES A GOOD STAND OF GRASS OF UNIFORM COLOR AND DENSITY TO

THE SATISFACTION OF THE ENGINEER.

6. CONTRACTOR SHALL ADHERE TO THE KANSAS STANDARDS AND SPECIFICATIONS

FOR EROSION AND SEDIMENT CONTROL.

7. ALL EROSION CONTROL MEASURES MUST BE INSTALLED ( WHERE POSSIBLE )

PRIOR TO THE COMMENCEMENT OF ANY EARTH DISTURBING OPERATIONS. THE

REMAINING EROSION CONTROL MEASURES SHALL BE INSTALLED AS SOON AS

REASONABLY POSSIBLE AFTER GRADING OPERATIONS BEGIN. WHERE THE

PRESENCE OF SILT FENCE WILL INTERFERE WITH ACTIVITIES, DIVERSION DITCHES

AND SMALL TEMPORARY SEDIMENT TRAPS SHALL BE UTILIZED UNTIL SILT FENCE

OR OTHER MEASURES MAY BE INSTALLED AND VEGETATION ESTABLISHED.

8. EROSION CONTROL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH

PRECIPITATION EVENT AND REPLACED OR REPAIRED AS NECESSARY.

9. SILT FENCE AND SEDIMENT BASIN SHALL BE CLEANED OR REPLACED WHEN SILT

BUILDS UP TO WITHIN ONE HALF CAPACITY OG THE TOP OF THE SILT FENCE.

10. PROJECT WILL BE COVERED BY A GENERAL PERMIT REGULATING RUNOFF FROM

CONSTRUCTION SITES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PERFORM

THE REQUIRED MONITORING, INSPECTION AND MAINTENANCE AS REQUIRED BY

THE PERMIT.

11. CONCRETE WASHOUT DEBRIS SHOULD BE HAULED OFF-SITE. WASHOUT SHOULD

BE FILLED IN AND SEEDED.

12. ALL AREAS DISTURBED BEYOND LIMITS SHOWN SHOULD BE SEEDED WITH

ADJACENT SEED MIXTURE OR IN-KIND.

INDEX OF SHEETS

SHEET TITLE SHEET NUMBER

NOTES, LEGEND, & SITE CONTROL CJ100

OVERALL EXISTING CONDITIONS CD100

DETAIL DEMOLITION PLAN 1 CD101

DETAIL DEMOLITION PLAN 2 CD102

DETAIL DEMOLITION PLAN 3 CD103

DETAIL DEMOLITION PLAN 4 CD104

DETAIL DEMOLITION PLAN 5 CD105

OVERALL SITE PLAN CS100

DETAIL SITE PLAN 1 CS101

DETAIL SITE PLAN 2 CS102

DETAIL SITE PLAN 3 CS103

DETAIL SITE PLAN 4 CS104

DETAIL SITE PLAN 5 CS105

DETAILED GRADING PLAN CG100

EROSION CONTROL PLAN CG101

OVERALL ELECTRICAL PLAN CU100

P&P ELECTRIC BACKBONE SOUTH 1 CU101

P&P ELECTRIC BACKBONE SOUTH 2 CU102

P&P ELECTRIC BACKBONE SOUTH 3 CU103

P&P ELECTRIC BACKBONE WEST 1 CU104

P&P ELECTRIC BACKBONE WEST 2 CU105

P&P ELECTRIC BACKBONE EAST 1 CU106

P&P ELECTRIC BACKBONE EAST 2 CU107

P&P ELECTRIC BACKBONE EAST 3 CU108

P&P ELECTRIC BUILDING 1 CU109

P&P ELECTRIC BUILDING 4 CU110

P&P ELECTRIC BUILDING 26 CU111

P&P ELECTRIC BUILDING 34 CU112

P&P STEAM CU113

P&P STORM CU114

P&P FIREWATER CU115

CIVIL DETAILS CK100

CIVIL DETAILS CK101

CIVIL DETAILS CK102

NOTES

NOTES, LEGEND, & SITE CONTROL

RAILROAD SPIKE, FOUND

SURVEY BOUNDARY

HANDHOLE

POWER POLE

HYDRANT

WATER VALVE

GAS VALVE

LIGHT POLE

SIGN

SPOT ELEVATION

MEASURED DIMENSION

RECORDED DIMENSION

R.O.W. MARKER, FOUND

ELECTRIC PEDESTAL/TRANSFORMER

TELEPHONE PEDESTAL

TELEPHONE POLE

SOIL BORING HOLE

FLARED END SECTION

SECTION LINE

EASEMENT LINE

OVERHEAD ELECTRIC

GAS LINE

UNDERGROUND ELECTRIC

SANITARY/STORM CLEANOUT

TELEPHONE LINE

R.O.W. LINE

ELECTRIC MANHOLE

TELEPHONE MANHOLE

UTILITY MANHOLE

LIGHT JUNCTION BOX

CONIFER TREE

DECIDUOUS TREE

TREE STUMP

BUSH/SHRUB

VAPOR LIGHT

CONTROL POINT

UNKNOWN MANHOLE

WELL

GUY WIRE

FLAGPOLE

POST/BOLLARD

HISTORICAL LINE - AS NOTED

PROPERTY LINE

DOWNSPOUT

BENCHMARK

ELECTRIC METER

WATER METER

FORCE MAIN

SANITARY SEWER

STORM SEWER

PIPE UNDERDRAIN

WATER LINE

SETBACK LINE

UTILITY LINE

GUY POLE

GRADE LABEL

POWER POLE W/ LIGHT

POWER POLE W/ METER

DRAINAGE SLOPE

LINE CONTINUATION

CENTERLINE

SANITARY MANHOLE

CONCRETE MONUMENT, FOUND

PIPE, FOUND

SPRINKLER BOX

WATER SERVICE

EDGE OF WATER LINE/DITCH FLOWLINE

UTILITY NOTES

1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL

EXISTING UTILITIES AND PAVED STREETS, INCLUDING ANY NOT SHOWN ON

THESE DRAWINGS. THE CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES

PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER IF ANY CONFLICTS WITH

THE DRAWINGS OCCUR. ANY DAMAGE TO EXISTING UTILITIES AND/OR PAVED

STREETS CAUSED BY TRENCHING AND GRADING OPERATIONS SHALL BE

REPAIRED AT THE CONTRACTOR'S EXPENSE. EXISTING UTILITY LOCATIONS

SHOWN ON THE DRAWINGS ARE APPROXIMATE.

2. ALL EXISTING UNDERGROUND UTILITIES SHOWN WERE LOCATED PARTIALLY IN

THE FIELD AND PARTIALLY FROM REVIEW OF EXISTING PUBLIC RECORDS. IT IS

THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT EACH UTILITY

COMPANY FOR THE FIELD LOCATION OF THEIR EXISTING LINES IN OR NEARBY

THE CONSTRUCTION AREA PRIOR TO BEGINNING ANY CONSTRUCTION.

CONTRACTOR IS REQUIRED TO PROVIDE GROUND PENETRATING RADAR SURVEY

WITHIN 10 FEET OF ALL NEW PROPOSED UNDERGROUND UTILITY ROUTES (20

FEET WIDE SURVEY FOR ALL NEW ROUTES). CONTRACTOR IS RESPONSIBLE TO

PROVIDE POTHOLING AT ALL LOCATIONS WHERE A NEW UNDERGROUND UTILITY

WILL CROSS AN EXISTING UNDERGROUND UTILITY IDENTIFIED BY THE GROUND

PENETRATING RADAR PROVIDED BY CONTRACTOR.

3. CONTRACTOR IS RESPONSIBLE FOR PUBLIC AND PRIVATE UTILITY LOCATES.

4. THE CONTRACTOR SHALL EXERCISE PROPER CAUTION TO PROTECT THE

EXISTING IMPROVEMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

REPAIRING ANY DAMAGE.

5. THE LOCATIONS OF THOSE BURIED AND ABOVE GROUND UTILITIES SHOWN ARE

APPROXIMATE, ARE SHOWN FOR CONTRACTOR INFORMATIONAL USE ONLY, AND

ARE NOT TO BE REFERENCED FOR CONSTRUCTION PURPOSES. THE IMPLIED

PRESENCE OR ABSENCE OF UTILITIES IS NOT TO BE CONSTRUED BY THE OWNER,

ENGINEER, CONTRACTOR, OR SUBCONTRACTORS TO BE AN ACCURATE AND

COMPLETE REPRESENTATION OF UTILITIES THAT MAY OR MAY NOT EXIST ON THE

CONSTRUCTION SITE. BURIED AND ABOVE GROUND UTILITY LOCATION,

IDENTIFICATION, AND MARKING ARE THE SOLE RESPONSIBILITY OF THE

CONTRACTOR. REROUTING, DISCONNECTION, PROTECTION, ETC. OF ANY

UTILITY MUST BE COORDINATED BETWEEN THE CONTRACTOR, UTILITY COMPANY

AND OWNER. SITE SAFETY, INCLUDING THE AVOIDANCE OF HAZARDS

ASSOCIATED WITH BURIED AND ABOVEGROUND UTILITIES, REMAINS THE SOLE

RESPONSIBILITY OF THE CONTRACTOR.

6. UTILITY PIPING. ALL WORK SHALL BE PERFORMED IN CONFORMANCE WITH THE

PIPE MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION METHODS

INCLUDING BACKFILL MATERIAL AND MATERIAL DEPTHS. PIPE MATERIAL SHALL

BE AS SPECIFIED ON THE PLANS. ALL MATERIAL SHALL MEET THE

REQUIREMENTS OF THE LOCAL JURISDICTION FOR STRENGTH, MATERIAL TYPE

AND CONFORMITY WITH THE EXISTING SYSTEM. SEWER LINES SHALL BE

CONSTRUCTED STRAIGHT TO THE SPECIFIED LINE AND GRADES. MANHOLES,

STORM INLETS, VALVE BOXES AND APPURTENANCES SHALL BE ADJUSTED TO

GRADE OR PER PLAN PRIOR TO SEEDING/LANDSCAPING ACTIVITIES.

7. WATER MAIN SHALL BE CONSTRUCTED IN ACCORDANCE WITH LOCAL WATER

COMPANY STANDARD SPECIFICATIONS FOR WATER MAIN CONSTRUCTION.

8. ALL WATER MAIN SHALL HAVE A MINIMUM COVER OF 5 FEET.

9. MAINTAIN 18 INCHES VERTICAL SEPARATION (OUTER EDGE TO OUTER EDGE)

BETWEEN WATER MAIN AND SEWER.

10. NITRILE GASKETS SHALL BE USED WHERE WATER MAIN CROSSES BELOW STORM

SEWER.

REMOVAL LIMITS

TREE LINE

FLOOD PLAIN

FLOODWAY

CONSTRUCTION LIMITS

STEAM LINE

HOT MIX ASPHALT (HMA) HATCH

PORTLAND CEMENT CONCRETE (PCC) HATCH

IMEG CORP. HAS ADOPTED SAFETY PROCEDURES FOR ITS EMPLOYEES WHO PROVIDE PROFESSIONAL ENGINEERING AND SURVEYING SERVICES. A COPY OF THESE PROCEDURES IS AVAILABLE FROM THE SAFETY OFFICER. IMEG CORP. PERSONNEL ARE NOT TRAINED IN CONTRACTOR (CONSTRUCTION) SAFETY AND COMPLIANCE PROCEDURES. THE METHODS AND MEANS TO COMPLY WITH CONSTRUCTION SITE

SAFETY ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

STORM MANHOLE

STORM INLET

STORM DOUBLE INLET

L E G E N D

STORM INLET

PROPOSED EXISTING

CHILLED WATER LINE

FIRE WATER LINE

34A

01B

19A

01C

01A03

26A

10 11 16

13A

FUTURE BUILDING

13B

W L

WL

W L

WL

WL

W L

W L

W L

W L

W L

WL

W L

W L

W L

W L

W L

WL

WLW

L

W L

W L

W L

WL

WL

W L

W L

W L

W L

W L

W L

WLWL

WLWL

W L

W L

W L

WL

WL

WL

W L

W L

W L

W L

W L

W L

W L

W L

W L

WL

WL

WL

W L

W L

W L

W L

W L

W L

W L

W L

W L

WW

W L

W L

WLWL

W

L WL

W L

WL

HEX 1

HEX 2

HEX 3

HEX 4

HEX 6

HEX 7

HEX 8

WW

HEX 5W

L

FIRELANE

FIRELANE

FIRELANE

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

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

FIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANE

FIRELANE

FIRELANE

FIRELANE

FIRELANE

FIRELANE

FIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANE

FIRELANEFIRELANEFIRELANEFIRELANE

FIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANE

VANVAN

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

FIR

ELAN

E

FIR

ELAN

E

FIR

ELAN

E

FIR

ELAN

E

FIR

ELAN

E

FIR

ELAN

E

VAN

FIRELANEFIRELANEFIRELANE

FIRELANE

FIRELANE

VAN VAN VAN VAN

FIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANE

FIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANE

FIRELANE

FIRELANE

FIRELANE

FIRELANE

FIRELANE

FIRELANE

FIRELANE

FIRELANE

8"

8"

8"

6"

4"

4"6"

6"

6"

8" 8"

8" 8"

6"

8"

6"

6" 8"

8"

4"4"

8"

6" 8"

8"

3"

1"

1.

5"

1" 1"

1"

NO. DESCRIPTION DATE

on e ei gh th in ch o ne fo ot th re e in ch es o ne fo ot 6"

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6"

6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot 4 on e qu ar te r i nc h on e fo ot

VA FORM 08-6231

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseENGINEER OF RECORDCONSULTANT CONSTRUCT CENTRALIZED

EMERGENCY POWER SYSTEM

589A7-21-132

Project Director

2026-03-26

321 4 5 6 7 8 9 10

A

B

C

D

E

F

21 4 5 6 7 8 9 10

A

C

D

E

F

ROBERT J. DOLE VA MEDICAL CENTER

WICHITA, KANSAS

Civil / Site Utility Engineering:Hazardous Materials:

MABBETT & ASSOCIATES, INC.

Fire & Life Safety:

STANTON ENGINEERING SERVICES, LLC

Architectural:

OCULUS, INC.

Structural:

PROFESSIONAL ENGINEERING

CONSULTANTS, PA (PEC)IMEG, CORP. 37

LKS PTD

CIVIL

LINNEA K.

SHAW

062-074863

CD100

SCALE: 1" = '

0 20 40

OVERALL EXISTING CONDITIONS

ACTUAL NORTH

CD101 - DETAIL DEMOLITION PLAN 1

CD105 - DETAIL DEMOLITION PLAN 5

CD103 - DETAIL DEMOLITION PLAN 3

CD104 - DETAIL DEMOLITION PLAN 4

CD102 - DETAIL DEMOLITION PLAN 2

DEMOLITION

OVERALL EXISTING CONDITIONS

/ / / / / / /8"

8"

8"

6"

4"

4"6"

8"

8"

1.

5"

X X X

XX

XX X

XX

X

X

X

XX

XX

XX

X X X

X

X

XXX

XX

34A

01B

19A

01C

01A03

26A

10 11 16

13A

FUTURE BUILDING

13B

W L

W L

W

LWL

WL

W L

WL

W L

HEX 1

HEX 2

HEX 3

HEX 4

HEX 6

HEX 7

HEX 8

WW

HEX 5

FIR

ELAN

E

FIR

ELAN

E

FIRELANE FIRELANE

FIRELANE

VAN VAN

VANVAN

VAN

FIRELANE

FIRELANE

FIRELANEVANVAN

FIR

ELAN

E

FIR

ELAN

E

VAN

VAN VAN VAN VAN

FIRELANE

FIRELANE

FIRELANE

NO. DESCRIPTION DATE

on e ei gh th in ch o ne fo ot th re e in ch es o ne fo ot 6"

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6"

6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot 4 on e qu ar te r i nc h on e fo ot

VA FORM 08-6231

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseENGINEER OF RECORDCONSULTANT CONSTRUCT CENTRALIZED

EMERGENCY POWER SYSTEM

589A7-21-132

Project Director

2026-03-26

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ROBERT J. DOLE VA MEDICAL CENTER

WICHITA, KANSAS

Civil / Site Utility Engineering:Hazardous Materials:

MABBETT & ASSOCIATES, INC.

Fire & Life Safety:

STANTON ENGINEERING SERVICES, LLC

Architectural:

OCULUS, INC.

Structural:

PROFESSIONAL ENGINEERING

CONSULTANTS, PA (PEC)IMEG, CORP. 37

LKS PTD

CIVIL

LINNEA K.

SHAW

062-074863

CD101

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