589A7-22-208 Site Utility Drawings.pdf

AREA

PLAN

U.S. ROUTE 400

PROJECT LOCATION

S E

D G

E M

O O

R S

T

E KELLOGG DR N

E WATERMAN ST

S B

LE

C

K

LE

Y D

R

LOCATION

PLAN

U.S. ROUTE 400

PROJECT LOCATION

H

IG

H W

A Y 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 #

U.S. DEPARTMENT OF VETERANS AFFAIRS

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

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

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

CIVIL ENGINEER

H2B ENGINEERS, INC.

1225 NORTH LOOP WEST, #800

HOUSTON, TEXAS 77008

(713) 864-2900

COMMISSIONING

ES2, INC.

13401 N. SANTA FE AVE.

OKLAHOMA CITY, OK. 73114

(405) 233-3105

PHYSICAL SECURITY

FORCE PROTECT

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

/2

/2

:2

:4

P

M

COVER SHEET

CAB 1 OF 11BKM

ISSUED FOR CONSTRUCTION

SITE UTILITY REPAIRS PHASE 1

VA PROJECT NUMBER: 589A7-22-208

SITE UTILITY REPAIRS

PHASE 1

11/23/2022

589A7-22-208

ROBERT J. DOLE VAMC

5500 EAST KELLOGG DRIVE

WICHITA, KANSAS

ROBERT J. DOLE VA MEDICAL CENTER

5500 EAST KELLOGG DRIVE

WICHITA, KANSAS

ISSUED FOR CONSTRUCTION

GI000

ROBERT J. DOLE VAMC

SPUR #: 1794.19

SHEET INDEX

SEQUENCE NUMBER SHEET NAME

[01] GENERAL

1 GI000 COVER SHEET

2 GI001 GENERAL INFORMATION

[02] CIVIL

3 CU000 GENERAL NOTES

4 CU100 OVERALL SITE UTILITY PLAN

5 CU101 DETAILED SITE UTILITY PLAN

6 CU102 DETAILED SITE UTILITY PLAN

7 CU103 DETAILED SITE UTILITY PLAN

8 CU104 ENLARGED SITE UTILITY PLAN

9 CU105 PLAN & PROFILE

10 CU106 PLAN & PROFILE

11 CU107 TCP PHASE I

12 CU108 TCP PHASE II

13 CU200 DETAILS

14 CU201 DETAILS

TOTAL SHEETS: 14

N N

No. REVISION DESCRIPTION DATE

ABBREVIATIONS CODES STANDARDS AND EXECUTIVE ORDERSMATERIALS LEGEND

PURPOSE: THE PUBLIC BUILDINGS AMENDMENT ACT OF 1988, PUBLIC LAW (PUB. L.) 100-678 REQUIRES FEDERAL AGENCIES TO FOLLOW NATIONAL RECOGNIZED "MODEL" BUILDING CODES. THE FEDERAL PARTICIPATION IN THE DEVELOPMENT AND USE OF VOLUNTARY STANDARDS, OFFICE OF MANAGEMENT AND BUDGET (OMB) CIRCULAR A-119, REQUIRES ALL EXECUTIVE AGENCIES TO RELY ON VOLUNTARY STANDARDS, BOTH DOMESTIC AND INTERNATIONAL, WHENEVER FEASIBLE, AND TO PARTICIPATE IN

VOLUNTARY STANDARD BODIES.

GENERAL: VA HAS ADOPTED THE LATEST EDITION OF THE FOLLOWING CODES AND STANDARDS AS A MINIMUM FOR ALL PROJECTS PERFORMED IN THE MODERNIZATION, ALTERATION, ADDITION, OR IMPROVEMENT OF ITS REAL PROPERTY AND THE CONSTRUCTION OF NEW STRUCTURES. VA DESIGN MANUALS AND MASTER SPECIFICATIONS

SPECIFY OTHER CODES AND STANDARDS THAT VA FOLLOWS ON ITS PROJECTS:

• VA DIRECTIVES, DESIGN MANUALS, MASTER SPECIFICATIONS, VA NATIONAL CAD STANDARD APPLICATION GUIDE, AND OTHER GUIDANCE ON THE TECHNICAL

INFORMATION LIBRARY (TIL) (HTTP://WWW.CFM.VA.GOV/TIL/).

• 2021 INTERNATIONAL BUILDING CODE (IBC) (ONLY WHEN SPECIFICALLY REFERENCED IN VA DESIGN DOCUMENTS, SEE NOTES BELOW)

• 2021 INTERNATIONAL EXISTING BUILDING CODE (IEBC) (IF APPLICABLE)

• 2021 NFPA 101 LIFE SAFETY CODE (SEE NOTES BELOW)

• 2021 NATIONAL FIRE CODES (NFPA)

• OCCUPATIONAL, SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS.

• 2020 VA SEISMIC DESIGN REQUIREMENTS, H-18-8

• 2021 INTERNATIONAL MECHANICAL CODE

• 2020 NATIONAL ELECTRICAL CODE (NEC), NFPA 70

• 2021 INTERNATIONAL PLUMBING CODE (IPC)

• 2016 SAFETY CODE FOR ELEVATORS AND ESCALATORS, AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME) A 17.1.

• 2015 ARCHITECTURAL BARRIERS ACT (ABA) STANDARDS INCLUDING VA SUPPLEMENT, VA BARRIER FREE DESIGN STANDARD (PG-18-13)

• 2017 ANSI ICC A117.1 ACCESIBLE AND USABLE BUILDINGS AND FACILITIES

• 2019 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND COMMENTARY, AMERICAN CONCRETE INSTITUTE AND COMMENTARY (ACI 318-19)

• 2017 STEEL CONSTRUCTION MANUAL (15TH EDITION), AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

• ENERGY POLICY ACT OF 2005 (EPACT)

• 2007 DOE INTERIM FINAL RULE: ENERGY CONSERVATION STANDARDS FOR NEW FEDERAL, COMMERCIAL AND MULTI-FAMILY HIGH-RISE RESIDENTIAL BUILDINGS AND

NEW LOW-RISE RESIDENTIAL BUILDINGS, 10 CFR PARTS 433, 434 AND 435.

• 2006 FEDERAL LEADERSHIP IN HIGH PERFORMANCE AND SUSTAINABLE BUILDINGS: MEMORANDUM OF UNDERSTANDING (MOU)

• 2018 EXECUTIVE ORDER 13834: EFFICIENT FEDERAL OPERATIONS

• 2021 THE PROVISIONS FOR CONSTRUCTION AND SAFETY SIGNS. STATED IN THE GENERAL REQUIREMENTS SECTION 010000 OF THE VA MASTER CONSTRUCTION

SPECIFICATION.

• 2019 VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY – ASHRAE STANDARD 62.1

• 2019 SAFETY STANDARD FOR REFRIGERATION SYSTEMS – ASHRAE STANDARD 15

LOCAL CODES: AS AN AGENCY OF THE FEDERAL GOVERNMENT, VA IS NOT SUBJECT TO LOCAL IMPOSITION OF CODE ENFORCEMENT PROCEDURES (DRAWING REVIEWS, BUILDING PERMITS, INSPECTIONS, FEES, ETC.). VA MUST FUNCTION AS THE AUTHORITY HAVING JURISDICTION (AHJ) AND THUS HAS THE RESPONSIBILITY TO GUARD PUBLIC HEALTH AND SAFETY THROUGH ENFORCING ITS ADOPTED CODES. HOWEVER, LOCAL AUTHORITIES SHOULD BE NOTIFIED ABOUT PLANNED PROJECTS AND GIVEN OPPORTUNITY TO REVIEW DRAWINGS PROVIDED THAT VA DOES NOT PAY FOR REVIEW OR INSPECTION FEES.

NOTES:

1. NFPA 101 PRIMARILY ADDRESSES LIFE SAFETY AND FIRE PROTECTION FEATURES WHILE THE IBC ADDRESSES A WIDE RANGE OF CONSIDERATIONS, INCLUDING, BUT

NOT LIMITED TO, STRUCTURAL STRENGTH, SEISMIC STABILITY, SANITATION, ADEQUATE LIGHT AND VENTILATION, AND ENERGY CONSERVATION. VA BUILDINGS MUST MEET THE REQUIREMENTS OF NFPA 101 AND DOCUMENTS REFERENCED BY NFPA 101 IN ORDER TO COMPLY WITH THE ACCREDITATION REQUIREMENTS OF THE JOINT COMMISSION. THEREFORE, DESIGNS SHALL COMPLY WITH THE REQUIREMENTS OF THE LATEST EDITION OF NFPA 101 AND DOCUMENTS REFERENCED THEREIN.

DESIGN FEATURES NOT ADDRESSED BY NFPA 101 OR DOCUMENTS REFERENCED THEREIN SHALL COMPLY WITH THE REQUIREMENTS OF THE LATEST EDITION OF THE IBC OR AS OTHERWISE ADDRESSED ABOVE IN THIS PROGRAM GUIDE. FOR DESIGN FEATURES THAT ARE ADDRESSED BY BOTH THE IBC AS WELL AS NFPA 101 OR A DOCUMENT REFERENCED BY NFPA 101, THE REQUIREMENTS OF NFPA 101 OR THE DOCUMENT REFERENCED BY NFPA 101 SHALL BE USED EXCLUSIVELY (THIS APPLIES

EVEN IF THE IBC REQUIREMENTS ARE DIFFERENT).

2. CONFLICTS BETWEEN NATIONALLY RECOGNIZED CODES AND STANDARDS AND VA REQUIREMENTS – SHOULD A CONFLICT EXIST BETWEEN VA REQUIREMENTS AND VA ADOPTED NATIONALLY RECOGNIZED CODES AND STANDARDS, THE CONFLICT SHALL BE BROUGHT TO THE ATTENTION OF VA. THE RESOLUTION OF THE CONFLICT SHALL BE MADE BY THE AUTHORITY HAVING JURISDICTION FOR VA TO ENSURE A CONSISTENCY SYSTEM WIDE.

ASHRAE 90.1 - 2019 EDITION

BUILDING LOCATION: WITCHITA, KS

CLIMATE ZONE (TABLE ANNEX 1-1): ZONE 4A

INTERIOR DESIGN CONDITIONS:

THE INTERIOR DESIGN TEMPERATURES FOR HEATING AND COOLING AS DEPICTED IN THE PROJECT DESIGN CONDITIONS SCHEDULE IN THE MECHANICAL CONTROL DRAWINGS SHALL BE THE MAXIMUM

AND MINIMUM VALUES FOR THE ASSOCIATED TEMPERATURE CONTROL ZONES.

BUILDING ENVELOPE REQUIREMENTS (5.5 )

BUILDING ENVELOPE REQUIREMENTS FOR CLIMATE ZONE 4 (A,B,C)

ROOFS REQUIRED DESIGNED

INSULATION: R-30 c.i. N/A METAL BUILDINGS: R-19 + R-11 Ls or R-25 + R-8 Ls N/A

ATTIC AND OTHER: R-49 N/A

WALLS, ABOVE GRADE

MASS: R-9.5 c.i. N/A METAL BUILDING: R-0 + R-15.8 c.i. N/A STEEL-FRAMED: R-13 + R-7.5 c.i. N/A WOOD-FRAMED AND OTHER: R-13 + R-3.8 c.i. or R-20 N/A

WALL, BELOW GRADE

BELOW-GRADE WALL: R-7.5 c.i. N/A

FLOORS

MASS: R-14.6 c.i. N/A

STEEL-FRAMED: R-30 N/A

WOOD-FRAMED AND OTHER: R-30 N/A

SLAB-ON-GRADE FLOORS

UNHEATED SLABS: R-15 for 24 in. N/A HEATED SLABS: R-20 for 24 in. N/A

OPAQUE DOORS

SWINGING: U-0.370 N/A

NONSWINGING: U-0.310 N/A

FENESTRATION (TABLE 5.5-4):

VERTICAL FENESTRATION, U-FACTOR

FIXED: U-0.36 N/A

OPERABLE: U-0.45 N/A

ENTRANCE DOOR: U-0.63 N/A

DEFINITIONS

c.i = CONTINUOUS INSULATION Ls = LINEAR SYSTEM

NR = NO (INSULATION) REQUIREMENT

ENERGY REQUIREMENTS

1. DRAWINGS ARE PART OF A COMPLETE DOCUMENTS SET. CONTRACTOR SHALL

CONFIRM ALL ITEMS REQUIRED BASED UPON THE OVERALL DESIGN INTENT OF THE

ENTIRE DOCUMENT SET.

2. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, PRIOR TO BEGINNING ANY

WORK, TO CONFIRM THE ACCURACY OF THE DRAWINGS AND REPORT ANY

DISCREPANCIES TO THE ARCHITECT. DO NOT SCALE THE DRAWINGS. FIELD VERIFY

ALL DIMENSIONS AND EXISTING STRUCTURAL CONDITIONS.

3. ALL AREAS NOT INVOLVED IN THE SCOPE OF WORK FOR THIS PROJECT SHALL BE KEPT

CLEAN AND FREE OF OBSTRUCTIONS AT ALL TIMES.

4. ERECT BARRICADES AND WARNING SIGNS TO DIVERT AND WARN PASSERS-BY OF THE

CONSTRUCTION WORK.

5. ALL TRASH AND DEBRIS TO BE REMOVED ON A DAILY BASIS.

6. PROVIDE PROTECTION FOR ALL EXISTING SURFACES AND CONDITIONS TO REMAIN IN

PLACE DURING THE SCOPE OF WORK. SHOULD ANY DAMAGE OCCUR, PATCH AND

REPAIR ANY DAMAGE TO ADJACENT FINISHES TO MATCH EXISTING.

7. ANY DAMAGE CAUSED TO ANY BUILDING, EXISTING SITE UTILITIES, SITE FURNISHINGS,

LANDSCAPING, OR OWNER EQUIPMENT SHALL BE REPAIRED OR REPLACED BACK TO

ITS ORIGINAL CONDITIONS AT NO ADDITIONAL COST TO THE OWNER.

8. CONTRACTOR AND SUBCONTRACTORS ARE REQUIRED TO COORDINATE WITH OTHER

DISCIPLINES TO INSTALL COMPLETE AND OPERATIONAL SYSTEMS. DRAWINGS, AS A

WHOLE, REPRESENT A COMPLETE SET AND DEPICT REQUIREMENTS FOR COMPLETE

AND OPERATIONAL SYSTEMS. INDIVIDUAL DRAWINGS MAY NOT DEPICT COMPLETE AND

ACCURATE INFORMATION TO COORDINATE COMPLETE AND OPERATIONAL SYSTEMS,

BUT DO SO AS AN ENTIRE DOCUMENT TO BE REFERENCED WITH OTHER INDIVIDUAL

DRAWINGS. CONTRACTOR AND SUBCONTRACTORS ARE REQUIRED TO REFERENCE

OTHER SHEETS AND SPECIFICATIONS AS AN ENTIRE SET OF CONSTRUCTION

DOCUMENTS THAT REFLECT WORK REQUIRED TO ACHIEVE A COMPLETE AND

OPERATIONAL GOAL. LACK OF COORDINATION AND REVIEW OF DRAWINGS AND

SPECIFICATIONS AS AN ENTIRE DOCUMENT TO INSTALL COMPLETE AND OPERATIONAL

SYSTEMS, BEING OBVIOUS AND TYPICAL INDUSTRY STANDARD, IDENTIFIED IN THE

DRAWINGS AND SPECIFICATIONS, SHALL NOT BE IN ANY WAY AN ADDITIONAL COST TO

THE GOVERNMENT.

9. CONTRACTOR SHALL SUBMIT A REQUEST, IN WRITING, TO INTERRUPT ANY SUCH

SERVICES TO COR (CONTRACTING OFFICER’S REPRESENTATIVE) 48 HOURS IN

ADVANCE OF PROPOSED INTERRUPTION. REQUEST SHALL STATE REASON, DATE,

EXACT TIME OF, AND APPROXIMATE DURATION OF SUCH INTERRUPTION. MAJOR

INTERRUPTIONS OF ANY SYSTEM MUST BE REQUESTED, IN WRITING, AT LEAST 60

CALENDAR DAYS PRIOR TO THE DESIRED TIME AND SHALL BE PERFORMED AS

DIRECTED BY THE COR. MAJOR INTERRUPTIONS SHALL BE COORDINATED WITH OTHER

MAJOR INTERRUPTIONS AND MAY NOT BE SCHEDULED FOR ONE DISCIPLINE MORE

THAN TWICE THROUGHOUT THE OVERALL CONSTRUCTION SCHEDULE UNLESS

REQUESTED IN WRITING AND APPROVED BY THE COR. CONTRACTOR WILL BE ADVISED,

IN WRITING, OF APPROVAL OF REQUEST, OR OF WHICH OTHER DATE AND/OR TIME

SUCH INTERRUPTION WILL CAUSE THE LEAST INCONVENIENCE TO OPERATIONS OF

THE MEDICAL CENTER. INTERRUPTION TIME APPROVED BY THE MEDICAL CENTER MAY

OCCUR AT TIMES OTHER THAN CONTRACTOR'S NORMAL WORKING HOURS. SCHEDULE

INTERRUPTION MAY BE ON WEEKENDS OR LATE HOURS AND MAY NOT BE AN

ADDITIONAL COST TO THE GOVERNMENT. COORDINATE ALL INTERRUPTIONS THAT MAY

AFFECT THE NORMAL OPERATION OF THE FACILITY WITH THE COR WHEN SUBMITTING

THE CONSTRUCTION SCHEDULE OR UPDATES TO THE CONSTRUCTION SCHEDULE.

10. NO ASBESTOS CONTAINING MATERIALS ARE TO BE USED ON THIS PROJECT. SPUR

DESIGN, THE A/E OF RECORD, CAN CERTIFY THAT NO ASBESTOS CONTAINING

BUILDING MATERIALS (ACBM) OR LEAD BASED PAINT (LBP) PRODUCTS WERE

DESIGNED/SPECIFIED AS BUILDING MATERIAL IN ANY OF THE CONSTRUCTION

DOCUMENTS.

GENERAL NOTES

FIBERGLASS BATT

INSULATION

RIGID INSULATION

CONCRETE / PRECAST

CONCRETE

EARTH / SOIL

SAND, EIFS FINISH, OR

PLASTER FINISH

GYPSUM BOARD FINISH

BRICK

CONCRETE MASONRY

UNIT

STONE / CAST STONE

GYPSUM BOARD SECTION

EXTERIOR SHEATHING

BOARD SECTION

PLYWOOD SECTION

A

ACB ACOUSTIC CEILING BAFFLE

ACP ACOUSTIC CEILING PANEL

ACST ACOUSTIC

ADA AMERICANS WITH DISABILITIES ACT

ACT ACOUSTICAL CEILING TILE

ADDL ADDITIONAL

ADDN ADDITION

ADJ ADJACENT, ADJOINING, OR

ADJUSTABLE

ADMIN ADMINISTRATION

AE ARCHITECT/ENGINEER

AF ACCESS FLOORING

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AHJ AUTHORITY HAVING JURISDICTION

AIA AMERICAN INSTITUTE OF

ARCHITECTS

ALT ALTERNATE

ALT NO ALTERNATE NUMBER

ALUM ALUMINIUM (TRIM)

AMT AMOUNT

APPROX APPROXIMATE

ARCH ARCHITECT

ASC ABOVE SUSPENDED CEILING

AT ACOUSTIC CEILING TILE

AVG AVERAGE

B

BD BOARD

BLDG BUILDING

BLKG BLOCKING

BLT IN BUILT-IN

BOS BOTTOM OF STEEL

BOT BOTTOM

BRKT BRACKET

BTWN BETWEEN

C

CAB CABINET

CAV CAVITY

CBB CONCRETE BACKER BOARD

CD CONSTRUCTION DOCUMENTS

CFM CUBIC FEET PER MINUTE

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CH BD CHALK BOARD

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLG HT CEILING HEIGHT

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CO CONTRACTING OFFICER

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONT CONTINUOUS

COORD COORDINATE

COR CONTRACTING OFFICER'S

REPRESENTATIVE

CP CONTRACTOR PROVIDED

CP/CI CONTRACTOR PROVIDED /

CONTRACTOR INSTALLED

CPT CAROET/CARPET TILE

CS CONCRETE SEALED

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTR CENTER

CU FT CUBIC FEET

D

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DIR DIRECTION

DIST DISTANCE

DOC DOCUMENT

DR DOOR

DS DOWNSPOUT

DWG DRAWING

DWP DIMENSIONAL WALL PANEL

E

EA EACH

EJ EXPANSION JOINT

EL ELEVATION

ELEV ELEVATOR

ENTR ENTRANCE

EPY EPXOY FLOORING

EQ EQUAL

ETR EXISTING TO REMAIN

EX EXISTING

EXP EXPOSED

EXT EXTERIOR

F

FAB FABRIC

FED FEDERAL

FF FINISH FACE

FF EL FINISH FLOOR ELEVATION

FIN FINISH

FIN BS FINISH BOTH SIDES

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FIXT FIXTURE

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLMT FLUSH MOUNT

FLR FLOOR

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FP FIRE PROTECTION

FR FIRE RESISTANT

FT FEET

FTG FOOTING

FV FIELD VERIFY

FWC FABRIC WALL COVERING

G

GDR GUARDRAIL

GL GLASS/GLAZING

GRAN GRANITE

GR FL GROUND FLOOR

GT GROUT

GSM GALVANIZED SHEET METAL

GYP BD GYPSUM BOARD

H

HDW HARDWARE

HEPA HIGH EFFICIENCY

PARTICULATE AIR (FILTER)

HM HOLLOW METAL

HORIZ HORIZONTAL

HR HANDRAIL

HT HEIGHT

I

IBC INTERNATIONAL BUILDING CODE

INSUL INSULATION

INT INTERIOR

ILO IN LIEU OF

J

J-BOX JUNCTION BOX

L

LAV LAVATORY

LBS POUND

LDG LANDING

LF LINEAR FEET (FOOT)

LIN LINEAR

LN LINOLEUM

LOC LOCATION

LT LIGHT

LVR LOUVER

LVT LUXURY VINYL TILE

M

MAT CARPET MAT / WALK-OFF MAT

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MEMB MEMBRANE

MFR MANUFACTURER

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MOD MODIFY

MTG MOUNTING

MTL METAL

MVBL MOVABLE

N

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

O

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OPNG OPENING

OPP OPPOSITE

OPR OPERABLE

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

P

P PAINT

PA PUBLIC ADDRESS

PBD PARTICLE BOARD

PCF POUNDS PER CUBIC FOOT

PCT PERCENT

PERF PERFORATED

PERIM PERIMETER

PERP PERPENDICULAR

PL PROPERTY LINE

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PNL PANEL

PR PAIR

PRB PROFILE BASE

PRKG PARKING

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PORCELAIN TILE

PWR POWER

Q

QA QUALITY ASSURANCE

QC QUALITY CONTROL

QTY QUANTITY

NOTE: NOT ALL ABBREVIATIONS WILL BE UTILIZED FOR THIS PROJECT.

R

RAF RESILIENT ATHETIC FLOORING

RB RUBBER BASE/RESILIENT BASE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REC RECESSED

REF REFERENCE

REM REMOVABLE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RES RESINOUS FLOORING

RES-W RESINOUS / EPOXY WALL / CEILING

RF RUBBER FLOORING

RFG ROOFING

RM ROOM

RO ROUGH OPENING

RP RESIN PANEL

RSF RESILIENT SHEET FLOORING

RV ROOF VENT

RWC RIGID VINYL WALLCOVERING

S

SC SPECIALTY COATING

SD STATIC DISSIPATIVE FLOORING/TILE

SCHED SCHEDULE

SECT SECTION

SF SQUARE FOOT (FEET)

SGL SINGLE

SIM SIMILAR

SJ SCORED JOINT

SLNT SEALANT

SM SHEET METAL

SPEC SPECIFICATION

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SS SOLID SURFACE

ST STONE

STD STANDARD

STOR STORAGE

SV SHEET VINYL (ROLLED OR TILE)

T

TEL TELEPHONE

TEMP TEMPORARY

TER TERRAZO

TOF TOP OF FOOTING/ FOUNDATION

TOM TOP OF MASONRY

TOS TOP OF SLAB/ STEEL

U

UNO UNLESS NOTED OTHERWISE

UTIL UTILITY

V

VAR VARIES

VC VA PROVIDED / CONTRACTOR

INSTALLED

VCT VINYL COMPOSITION TILE

VFAT VINYL FACED ACOUSTICLAL TILE

VP VENEERED PLASTER

VT VINYL TILE

VV VA PROVIDED / VA INSTALLED

VWC VINYL WALLCOVERING

VWF VINYL WALL FABRIC

W

W/ WITH

W/O WITHOUT

W/C WATER CLOSET

WC WHEELCHAIR

WD WOOD

WFAB WALL FABRIC

WPM WATERPROOF MEMBRANE

WSF WELDED SHEET FLOOR

X

X BRACE CROSS BRACE

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

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

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

CIVIL ENGINEER

H2B ENGINEERS, INC.

1225 NORTH LOOP WEST, #800

HOUSTON, TEXAS 77008

(713) 864-2900

COMMISSIONING

ES2, INC.

13401 N. SANTA FE AVE.

OKLAHOMA CITY, OK. 73114

(405) 233-3105

PHYSICAL SECURITY

FORCE PROTECT

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

/2

/2

:1

:1

P

M

GENERAL INFORMATION

CAB 2 OF 11BKM

ISSUED FOR CONSTRUCTION

SITE UTILITY REPAIRS

PHASE 1

11/23/2022

589A7-22-208

ROBERT J. DOLE VAMC

5500 EAST KELLOGG DRIVE

WICHITA, KANSAS

GI001

ROBERT J. DOLE VAMC

SPUR #: 1794.19No. REVISION DESCRIPTION DATE 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

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

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

CIVIL ENGINEER

H2B ENGINEERS, INC.

1225 NORTH LOOP WEST, #800

HOUSTON, TEXAS 77008

(713) 864-2900

COMMISSIONING

ES2, INC.

13401 N. SANTA FE AVE.

OKLAHOMA CITY, OK. 73114

(405) 233-3105

PHYSICAL SECURITY

FORCE PROTECT

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

8/ 9/

:1

7:

P M

DMHFAE

ISSUED FOR CONSTRUCTION

SITE UTILITY REPAIRS

PHASE 1

11/23/2022

589A7-22-208

ROBERT J. DOLE VAMC

5500 EAST KELLOGG DRIVE

WICHITA, KANSAS

ROBERT J. DOLE VAMC

SPUR #: 1794.19No. REVISION DESCRIPTION DATE

OF 14

11/23/202

Kansas Firm Registration No. E-3405

72 19 6

AL

AN LANE LACKEY

GENERAL NOTES

CU000

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GENERAL NOTES

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SITEWORK GENERAL NOTES

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STORM SEWER CONSTRUCTION NOTES

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SANITARY SEWER NOTES

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SWPPP CONSTRUCTION NOTES

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TRAFFIC NOTES

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1. CONTRACTOR SHALL FIELD VERIFY ALL SIZES, LOCATIONS, AND ELEVATIONS CONTRACTOR SHALL FIELD VERIFY ALL SIZES, LOCATIONS, AND ELEVATIONS NECESSARY TO COMPLETE THE WORK SHOWN ON THE DRAWINGS PRIOR TO SUBMITTING PROPOSAL. FAILURE TO DO SO SHALL NOT RELIEVE THIS CONTRACTOR FROM PERFORMING THE WORK REQUIRED UNDER THIS CONTRACT. CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO THE OWNER / ENGINEER. 2. SOME UTILITIES MAY NOT BE SHOWN ON THE PLANS. FIELD VERIFY AND IDENTIFY SOME UTILITIES MAY NOT BE SHOWN ON THE PLANS. FIELD VERIFY AND IDENTIFY LOCATIONS OF PIPING AND ALL UTILITIES NOT NOTED ON THE PLANS. NOTIFY THE OWNER / ENGINEER OF ANY POTENTIAL CONFLICTS PRIOR TO STARTING CONSTRUCTION. 3. ALL GENERAL AND SUB-CONTRACTORS ARE ENCOURAGED TO VISIT AND INSPECT THE ALL GENERAL AND SUB-CONTRACTORS ARE ENCOURAGED TO VISIT AND INSPECT THE SITE PRIOR TO SUBMITTING A PROPOSAL TO COMPLETE. 4. UTILITIES PRESENTED ON THESE DRAWINGS ARE SHOWN BASED ON THE BEST 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 KANSAS ONE CALL AT 800-245-4545 AND AT LEAST 48 HOURS BEFORE PROCEEDING WITH ANY WORK ON SITE. 5. CONSTRUCT WASTEWATER COLLECTION SYSTEMS, WATER LINES, STORM DRAINAGE AND CONSTRUCT WASTEWATER COLLECTION SYSTEMS, WATER LINES, STORM DRAINAGE AND STREET PAVING IN ACCORDANCE WITH THE LATEST EDITION OF THE PUBLICATIONS STANDARD CONSTRUCTION SPECIFICATIONS FOR WASTEWATER COLLECTION SYSTEMS, WATER LINES, STORM DRAINAGE, AND STREET PAVING PUBLISHED BY THE LOCAL GOVERNING ENTITY. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES TO EXISTING WATER, CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES TO EXISTING WATER, WASTEWATER, STORM WATER LINES, TRAFFIC CONTROL DEVICES AND PAVING. DAMAGES SHALL BE REPAIRED IN ACCORDANCE WITH THE LOCAL GOVERNING ENTITY'S ENGINEERING STANDARD CONSTRUCTION SPECIFICATIONS FOR WASTEWATER COLLECTION SYSTEMS, WATER LINES, STORM DRAINAGE, AND STREET PAVING AND STANDARD CONSTRUCTION DETAILS FOR WASTEWATER COLLECTION SYSTEMS, WATER LINES, STORM DRAINAGE, AND STREET PAVING, REFERENCED ABOVE, AT NO ADDITIONAL COST. 7. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION, 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. 8. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT ROOT SYSTEMS OF CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT ROOT SYSTEMS OF SHRUBS, PLANTS AND TREES ALONG THE AREA OF EXCAVATION. 9. CONTRACTOR SHALL COMPLY WITH THE LATEST EDITION OF OSHA REGULATIONS AND CONTRACTOR SHALL COMPLY WITH THE LATEST EDITION OF OSHA REGULATIONS AND THE STATE OF KANSAS LAWS CONCERNING EXCAVATION. 10. CONTRACTOR SHALL MAINTAIN A SET OF REDLINE DRAWINGS RECORDING AS-BUILT CONTRACTOR SHALL MAINTAIN A SET OF REDLINE DRAWINGS RECORDING AS-BUILT CONDITIONS DURING CONSTRUCTION. THESE REDLINE MARKED DRAWINGS WILL BE SUBMITTED TO THE DESIGN CONSULTANT WHO WILL MAKE THE CHANGES ON THE ORIGINAL DRAWINGS, LABELING EACH SHEET IN THE SET AS "RECORD DRAWINGS". 11. ALL "ACCESSIBLE" ROUTS, SIDEWALKS, RAMPS, ETC SHALL BE CONSTRUCTED IN ALL "ACCESSIBLE" ROUTS, SIDEWALKS, RAMPS, ETC SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE LATEST KANSAS ACCESSIBILITY STANDARDS.

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1. CONTRACTOR SHALL IMPLEMENT INLET PROTECTION DEVICES AND REINFORCED FILTER CONTRACTOR SHALL IMPLEMENT INLET PROTECTION DEVICES AND REINFORCED FILTER FABRIC BARRIER ALONG THE ROAD AND SIDE DITCHES AT LOCATIONS SHOWN ON THE TYPICAL STORM WATER POLLUTION PREVENTION (SWPPP) PLANS TO KEEP SILT AND/OR EXCAVATIONS FROM ENTERING INTO THE STORM WATER INLETS AND DITCHES EVENTUALLY POLLUTING THE RECEIVING STORM SEWER. 2. DURING THE EXCAVATION PHASE OF THE PROJECT CONTRACTOR SHALL SCHEDULE DURING THE EXCAVATION PHASE OF THE PROJECT CONTRACTOR SHALL SCHEDULE THE WORK IN SHORT SEGMENTS SO THAT EXCAVATED MATERIAL CAN BE QUICKLY HAULED AWAY FROM THE SITE AND TO PREVENT IT FROM STAYING UNCOLLECTED ON THE EXISTING PAVEMENT. ANY LOOSE EXCAVATED MATERIAL WHICH FALLS ON PAVEMENTS OR DRIVEWAYS SHALL BE SWEPT BACK INTO THE EXCAVATED AREA. 3. CONTRACTOR SHALL CLEAN UP THE EXISTING STREET INTERSECTIONS AND DRIVEWAYS CONTRACTOR SHALL CLEAN UP THE EXISTING STREET INTERSECTIONS AND DRIVEWAYS DAILY, AS NECESSARY TO REMOVE ANY EXCESS MUD, SILT OR ROCK, TRACKED FROM THE EXCAVATED AREA. 4. CONTRACTOR SHALL FOLLOW GOOD HOUSE KEEPING PRACTICES DURING THE CONTRACTOR SHALL FOLLOW GOOD HOUSE KEEPING PRACTICES DURING THE CONSTRUCTION PHASE OF THE PROJECT ALWAYS CLEANING UP DIRT AND LOOSE MATERIAL AS CONSTRUCTION PROGRESSES. 5. CONTRACTOR IS TO INSPECT AND MAINTAIN THE AREAS LISTED BELOW AT LEAST CONTRACTOR IS TO INSPECT AND MAINTAIN THE AREAS LISTED BELOW AT LEAST ONCE EVERY 14 FOURTEEN CALENDAR DAYS AND WITHIN 24 HOURS OF A STORM EVENT OF 0.5-INCHES OR GREATER. -DISTURBED AREAS OF THE CONSTRUCTION SITE THAT HAVE NOT BEEN FINALLY STABILIZED. -AREAS USED FOR STORAGE THAT ARE EXPOSED TO PRECIPITATION. -STRUCTURAL CONTROL MEASURES. -LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE. 6. CONTRACTOR TO BE RESPONSIBLE TO MAINTAIN EXISTING DITCHES AND/OR CONTRACTOR TO BE RESPONSIBLE TO MAINTAIN EXISTING DITCHES AND/OR CULVERTS FOR UNOBSTRUCTED DRAINAGE AT ALL TIMES WHERE SODDING IS DISTURBED BY EXCAVATION OR BACKFILL OPERATIONS. SUCH AREAS SHALL BE REPLACED BY SEEDING OR SODDING. SLOPES 4:1 OR STEEPER SHALL BE REPLACED BY BLOCK SODDING.

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1. CLEAR AND GRUB WITHIN THE GRADING LIMITS SHOWN IN THE CIVIL DRAWINGS. CLEAR AND GRUB WITHIN THE GRADING LIMITS SHOWN IN THE CIVIL DRAWINGS. REMOVE STUMPS AND ROOTS 3 INCHES IN DIAMETER AND LARGER AND NON-PERISHABLE SOLID OBJECTS A MINIMUM 3 FEET BELOW SUBGRADE OR FINISHED EMBANKMENT. 2. STRIP AND STOCKPILE TOPSOIL TO A MINIMUM DEPTH OF 6" WITHIN THE LIMITS OF STRIP AND STOCKPILE TOPSOIL TO A MINIMUM DEPTH OF 6" WITHIN THE LIMITS OF EARTHWORK OPERATIONS. 3. STRUCTURAL EXCAVATION: EXCAVATE TO INDICATED ELEVATIONS WITHIN A TOLERANCE STRUCTURAL EXCAVATION: EXCAVATE TO INDICATED ELEVATIONS WITHIN A TOLERANCE OF 1 INCH. EXTEND EXCAVATIONS A SUFFICIENT DISTANCE FROM STRUCTURES FOR PLACING AND REMOVING CONCRETE FORM WORK AND FOR INSPECTIONS. 4. SIDEWALK AND PAVEMENT EXCAVATION: EXCAVATE SURFACES UNDER WALKS AND SIDEWALK AND PAVEMENT EXCAVATION: EXCAVATE SURFACES UNDER WALKS AND PAVEMENTS TO THE INDICATED LINES, CROSS SECTIONS, ELEVATIONS AND SUBGRADES. 5. PROOF-ROLL SUBGRADE BELOW THE BUILDING SLABS AND PAVEMENTS WITH A PROOF-ROLL SUBGRADE BELOW THE BUILDING SLABS AND PAVEMENTS WITH A PNEUMATIC-TIRED FULLY LOADED DUMP TRUCK TO IDENTIFY SOFT POCKETS AND AREAS OF EXCESS YIELDING. DO NOT PROOF-ROLL WET OR SATURATED SUBGRADES. 6. FILL MATERIAL APPROVED FROM ON SITE AND OFF SITE SOURCES SHALL HAVE BE FILL MATERIAL APPROVED FROM ON SITE AND OFF SITE SOURCES SHALL HAVE BE GW, GP, GM SE, SP, AND SM ACCORDING TO ASTM D2487 OR A COMBINATION OF THESE GROUPS. FILL MATERIAL SHALL BE FREE OF ROCK OR GRAVEL LARGER THAN 3 INCHES IN ANY DIMENSIONS, DEBRIS, WASTE FROZEN MATERIALS, VEGETATION AND OTHER DELETERIOUS MATTER. FILL MATERIAL SHALL HAVE A MAXIMUM PLASTICITY INDEX OF 6, AND A MAXIMUM LIQUID LIMIT OF 30 OR AS APPROVED BY THE ENGINEER. 7. PLACE BACKFILL AND FILL SOIL MATERIALS IN LAYERS NOT MORE THAN 8 INCHES IN PLACE BACKFILL AND FILL SOIL MATERIALS IN LAYERS NOT MORE THAN 8 INCHES IN LOOSE DEPTH. PLACE BACKFILL AND FILL SOIL MATERIALS EVENLY ON ALL SIDES OF STRUCTURES TO REQUIRED ELEVATIONS AND UNIFORMLY ALONG THE FULL LENGTH OF EACH STRUCTURE. COMPACT SOIL MATERIALS TO NOT LESS THAN THE FOLLOWING PERCENTAGES OF MAXIMUM DRY UNIT WEIGHT ACCORDING TO ASTM D698: A. UNDER STRUCTURES: SCARIFY AND RE COMPACT TOP 12 INCHES OF EXISTING UNDER STRUCTURES: SCARIFY AND RE COMPACT TOP 12 INCHES OF EXISTING SUBGRADE AND EACH LAYER OF BACKFILL MATERIAL TO 95% SPD. B. UNDER WALKWAYS: SCARIFY AND RE-COMPACT TOP 6 INCHES BELOW SUBGRADE UNDER WALKWAYS: SCARIFY AND RE-COMPACT TOP 6 INCHES BELOW SUBGRADE AND COMPACT EACH LAYER OF BACKFILL MATERIAL TO 95% SPD. C. UNDER TURF OR UNPAVED AREAS: SCARIFY AND RE COMPACT TOP 6" BELOW UNDER TURF OR UNPAVED AREAS: SCARIFY AND RE COMPACT TOP 6" BELOW SUBGRADE AND COMPACT EACH LAYER OF BACKFILL MATERIAL TO 90% SPD. D. UTILITY TRENCHES: BACKFILL SHALL BE IN 8" LIFTS, WITH TESTS TAKEN AT 100 UTILITY TRENCHES: BACKFILL SHALL BE IN 8" LIFTS, WITH TESTS TAKEN AT 100 FOOT INTERVALS ON EACH LIFT, AND MECHANICALLY COMPACTED TO A DENSITY OF NOT LESS THAN 95% SPD IN PAVED AREAS AND 90% SPD IN UNPAVED AREAS OR AS INDICATED IN THE DRAWINGS. 8. UNIFORMLY GRADE AREAS TO A SMOOTH SURFACE, FREE OF IRREGULAR SURFACE UNIFORMLY GRADE AREAS TO A SMOOTH SURFACE, FREE OF IRREGULAR SURFACE CHANGES. COMPLY WITH COMPACTION REQUIREMENTS AND GRADE TO CROSS SECTIONS, LINES AND ELEVATIONS INDICATED. FINISH SUBGRADES TO ELEVATIONS REQUIRED TO ACHIEVE INDICATED FINISH ELEVATIONS, WITHIN THE FOLLOWING SUBGRADE TOLERANCES: A. TURF OR UNPAVED AREAS: ±1 INCH. TURF OR UNPAVED AREAS: ±1 INCH. B. WALKS:±1/2 INCH. WALKS:±1/2 INCH. C. PAVEMENTS:±1/2 INCH. PAVEMENTS:±1/2 INCH. 9. PLACE SUBGRADE COURSE UNDER PAVEMENTS AND WALKS AS INDICATED IN THE PLACE SUBGRADE COURSE UNDER PAVEMENTS AND WALKS AS INDICATED IN THE DRAWINGS.

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1. STORM SEWERS LOCATED ON PRIVATE PROPERTY SHALL BE AS CALLED OUT IN THE STORM SEWERS LOCATED ON PRIVATE PROPERTY SHALL BE AS CALLED OUT IN THE DRAWINGS AND SHALL BE INSTALLED, BEDDED, AND BACKFILLED IN ACCORDANCE WITH DRAWINGS AND SPECIFICATIONS. 2. STORM SEWERS LOCATED WITHIN PUBLIC R.O.W. OR SIDE LOT EASEMENTS SHALL BE STORM SEWERS LOCATED WITHIN PUBLIC R.O.W. OR SIDE LOT EASEMENTS SHALL BE REINFORCED CONCRETE PIPE (24-INCH AND LARGER) (C-76, CLASS III). AND SHALL BE INSTALLED, BEDDED, AND BACKFILLED IN ACCORDANCE WITH THE GOVERNING ENTITIES STANDARD DETAILS AND SPECIFICATIONS. UNLESS OTHERWISE SHOWN ON THE DRAWINGS. 3. ALL SEWER UNDER PROPOSED OR FUTURE PAVEMENT AND TO A POINT ONE FOOT ALL SEWER UNDER PROPOSED OR FUTURE PAVEMENT AND TO A POINT ONE FOOT BACK OF ALL PROPOSED OR FUTURE CURBS SHALL BE BACKFILLED WITH 1-1/2 SACK CEMENT/C.Y. STABILIZED SAND TO WITHIN ONE (1) FOOT OF SUBGRADE. THE REMAINING DEPTH OF TRENCH SHALL BE BACKFILLED WITH SUITABLE EARTH MATERIAL. 4. CIRCULAR AND ELLIPTICAL REINFORCED CONCRETE PIPE SHALL BE INSTALLED USING CIRCULAR AND ELLIPTICAL REINFORCED CONCRETE PIPE SHALL BE INSTALLED USING RUBBER GASKET JOINTS CONFORMING TO ASTM C443 AND ASTM C877 RESPECTIVELY. 5. ALL PROPOSED PIPE STUB-OUTS FROM MANHOLES AND INLETS ARE TO BE ALL PROPOSED PIPE STUB-OUTS FROM MANHOLES AND INLETS ARE TO BE PLUGGED WITH 8" BRICK WALLS UNLESS OTHERWISE NOTED. 6. CONTRACTOR SHALL PROVIDE 18" MINIMUM CLEARANCE AT STORM SEWER AND CONTRACTOR SHALL PROVIDE 18" MINIMUM CLEARANCE AT STORM SEWER AND WATER LINE CROSSINGS. 7. ADJUST MANHOLE COVERS TO GRADE CONFORMING TO REQUIREMENTS OF LOCAL ADJUST MANHOLE COVERS TO GRADE CONFORMING TO REQUIREMENTS OF LOCAL GOVERNING ENTITY STANDARDS AND SPECIFICATIONS FOR ADJUSTING MANHOLES, INLETS AND VALVE BOXES TO GRADE. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING, MAINTAINING, AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING, MAINTAINING, AND RESTORING ANY BACK SLOPE DRAINAGE SYSTEM DISTURBED AS A RESULT OF HIS WORK. 9. ALL DITCHES SHALL BE REGRADED TO PROPOSED ELEVATIONS TO INSURE PROPER ALL DITCHES SHALL BE REGRADED TO PROPOSED ELEVATIONS TO INSURE PROPER DRAINAGE. ALL OUTFALLS SHALL BE PROPERLY BACKFILLED AND COMPACTED. ALL DISTURBED AREAS SHALL BE REGRADED, SEEDED, AND FERTILIZED.

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1. ALL SEWERS SHALL BE TESTED FOR EXCESS DEFLECTION IN PIPE CROSS SECTION, ALL SEWERS SHALL BE TESTED FOR EXCESS DEFLECTION IN PIPE CROSS SECTION, FOR LATERAL AND VERTICAL PIPE OBSTRUCTION, AND FOR JOINT OFFSETS, BY PULLING A MANDREL THROUGH THE PIPE BY HAND. THE MANDREL SHALL HAVE A DIAMETER EQUAL TO 95% OF THE INSIDE DIAMETER OF THE PIPE. THE TEST SHALL BE CONDUCTED AFTER THE FINAL BACKFILLING HAS BEEN IN PLACE AT LEAST 30 DAYS NO PIPE SHALL EXCEED A DEFLECTION OF 5%. OBSTRUCTIONS ENCOUNTERED SHALL BE REPAIRED AT NO ADDITIONAL COST TO OWNER. MANDREL AND TEST EQUIPMENT SHALL BE APPROVED BY THE ENGINEER PRIOR TO CONDUCTING THE TEST. 2. USE BEDDING AND BACKFILL PER DETAILS PROVIDED IN THE CONTRACT DRAWINGS USE BEDDING AND BACKFILL PER DETAILS PROVIDED IN THE CONTRACT DRAWINGS UNLESS FIELD CONDITIONS DICTATE OTHERWISE. CONTRACTOR TO NOTIFY ENGINEER OF WET TRENCH CONDITIONS PRIOR TO LAYING PIPE. USE CEMENT STABILIZED SAND AND BACKFILL TO WITHIN 1 FOOT OF PROPOSED OR EXISTING PAVEMENT. SUBGRADE, BEDDING, CEMENT STABILIZED SAND AND/OR BACKFILL SHALL BE CONSIDERED SUBSIDIARY TO THE PAY ITEM FOR PIPE AND SHALL NOT BE PAID FOR DIRECTLY. 3. UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL MAINTAIN A MINIMUM OF 24 UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL MAINTAIN A MINIMUM OF 24 INCHES OF VERTICAL CLEARANCE AND 9 FEET HORIZONTAL CLEARANCE BETWEEN SANITARY SEWER AND WATER LINES. THE CONTRACTOR SHALL MAINTAIN A MINIMUM 12 INCHES OF VERTICAL AND HORIZONTAL CLEARANCE BETWEEN SANITARY SEWER AND STORM SEWER LINES. 4. SANITARY SEWER MANHOLE RIMS OUTSIDE OF PROPOSED PAVING WILL BE SET 3" TO SANITARY SEWER MANHOLE RIMS OUTSIDE OF PROPOSED PAVING WILL BE SET 3" TO 6" ABOVE THE SURROUNDING LEVEL FINISHED GRADE AFTER PAVING WITH SLOPED BACKFILL ADDED FOR STORM WATER DRAINAGE AWAY FROM THE MANHOLE RIM PER ASTM F477. 5. UNLESS OTHERWISE NOTED, ALL SANITARY SEWERS SHALL BE CONSTRUCTED OF UNLESS OTHERWISE NOTED, ALL SANITARY SEWERS SHALL BE CONSTRUCTED OF POLYVINYL CHLORIDE PIPE (PVC) SCH 40, CONFORMING TO ASTM D1785, OR APPROVED EQUAL. ALL SANITARY SEWERS SHALL HAVE RUBBER GASKET BELL AND SPIGOT CONNECTIONS. 6. UNLESS OTHERWISE NOTED, ALL SANITARY SEWER MANHOLES SHALL BE PRECAST UNLESS OTHERWISE NOTED, ALL SANITARY SEWER MANHOLES SHALL BE PRECAST CONCRETE MANHOLES. 7. NO CONNECTIONS SHALL BE MADE TO EXISTING SANITARY SEWER LINES UNTIL ALL NO CONNECTIONS SHALL BE MADE TO EXISTING SANITARY SEWER LINES UNTIL ALL PROPOSED SEWER LINES HAVE BEEN THOROUGHLY CLEANED, TESTED AND APPROVED BY THE LOCAL GOVERNING ENTITY. 8. WHENEVER THE MANHOLE COVERS ARE LOCATED BELOW THE 100 YEAR FLOOD PLAIN WHENEVER THE MANHOLE COVERS ARE LOCATED BELOW THE 100 YEAR FLOOD PLAIN ELEVATION THEY SHALL BE GASKETED AND BOLTED AS DESCRIBED IN 3172.2 OF THE TEXAS NATURAL RESOURCE CONSERVATION COMMISSION RULES. 9. LOW-PRESSURE AIR TEST. THIS TEST SHALL CONFORM TO THE PROCEDURE LOW-PRESSURE AIR TEST. THIS TEST SHALL CONFORM TO THE PROCEDURE DESCRIBED IN ASTM C-828, ASTM C-924 OR OTHER APPROPRIATE PROCEDURES. FOR SAFETY REASONS, AIR TESTING OF SECTIONS OF PIPE SHALL BE LIMITED TO LINES LESS THAN 36-INCH AVERAGE INSIDE DIAMETER. LINES 36-INCH AVERAGE INSIDE DIAMETER AND LARGER MAY BE AIR TESTED AT EACH JOINT. THE MINIMUM TIME ALLOWABLE FOR THE PRESSURE TO DROP FROM 3.5 POUNDS PER SQUARE INCH GAUGE TO 2.5 POUNDS PER SQUARE INCH GAUGE DURING A JOINT TEST, REGARDLESS OF PIPE SIZE, SHALL BE 20 SECONDS. FOR SECTION OF PIPE LESS THAN 36-INCH AVERAGE INSIDE DIAMETER, THE MINIMUM TIME ALLOWABLE FOR THE PRESSURE TO DROP FROM 3.5 POUNDS PER SQUARE INCH GAUGE TO 2.5 POUNDS PER SQUARE INCH GAUGE SHALL BE COMPUTED BY THE FOLLOWING EQUATIONS: T = 0.0850(D)(K)/(Q) WHERE T = TIME FOR PRESSURE TO DROP 1.0 POUNDS PER SQUARE INCH GAUGE IN SECONDS K = 0.000419(D)(L), BUT NOT LESS THAN 1.0 D = AVERAGE INSIDE DIAMETER IN INCHES L = LENGTH OF LINE OF SAME PIPE SIZE IN FEET Q = RATE OF LOSS, ASSUME 0.0015 CU FT/MIN/SQ FT INTERNAL SURFACE 10. SDR-26 PVC PIPE TO USE "FULL BODIED" SDR-26 FITTINGS. SDR-26 PVC PIPE TO USE "FULL BODIED" SDR-26 FITTINGS. 11. ALL PVC PIPE TO HAVE CELL CLASS 12454 A OR B AS PER ASTM D1784. ALL PVC PIPE TO HAVE CELL CLASS 12454 A OR B AS PER ASTM D1784. 12. NO MORE THAN 2 HOURS SHALL ELAPSE BETWEEN MIXING AND PLACEMENT OF NO MORE THAN 2 HOURS SHALL ELAPSE BETWEEN MIXING AND PLACEMENT OF CEMENT STABILIZED SAND. 13. ALL BACKFILL SHALL BE COMPACTED TO A MINIMUM 95% SPD, ±2% OF OPTIMUM ALL BACKFILL SHALL BE COMPACTED TO A MINIMUM 95% SPD, ±2% OF OPTIMUM MOISTURE CONTENT, IN MAXIMUM 8-INCH LIFTS.

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1. CONTRACTOR SHALL PROVIDE AND INSTALL TRAFFIC CONTROL DEVICES IN CONTRACTOR SHALL PROVIDE AND INSTALL TRAFFIC CONTROL DEVICES IN CONFORMANCE WITH OF THE KANSAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (KANSAS MUTCD, MOST RECENT EDITION WITH REVISIONS) DURING CONSTRUCTION. 2. ALL TRAFFIC CLOSURES SHALL BE SCHEDULED IN ACCORDANCE WITH THE LOCAL ALL TRAFFIC CLOSURES SHALL BE SCHEDULED IN ACCORDANCE WITH THE LOCAL GOVERNING ENTITIES APPROPRIATE HOURS. 3. NO LANES ON MAJOR THOROUGHFARES MAY BE BLOCKED FROM 6:00 AM TO 9:00 NO LANES ON MAJOR THOROUGHFARES MAY BE BLOCKED FROM 6:00 AM TO 9:00 AM AND 4:00 PM TO 7:00 PM UNLESS APPROVED BY THE LOCAL GOVERNING ENTITY. 4. NO TRAFFIC LANES SHALL BE CLOSED IN ALL RESIDENTIAL AREAS FROM 7:00 PM NO TRAFFIC LANES SHALL BE CLOSED IN ALL RESIDENTIAL AREAS FROM 7:00 PM TO 7:00 AM. 5. CONTRACTOR SHALL MAINTAIN ONE LANE OF TRAFFIC IN EACH DIRECTION DURING CONTRACTOR SHALL MAINTAIN ONE LANE OF TRAFFIC IN EACH DIRECTION DURING WORKING HOURS. 6. CONTRACTOR SHALL COVER OPEN EXCAVATIONS WITH STEEL PLATES ANCHORED CONTRACTOR SHALL COVER OPEN EXCAVATIONS WITH STEEL PLATES ANCHORED PROPERLY DURING NON-WORKING HOURS AND OPEN THE LANES FOR NORMAL TRAFFIC FLOW. 7. OFF-DUTY UNIFORMED POLICE OFFICER(S)/FLAGGER(S) ARE REQUIRED TO DIRECT OFF-DUTY UNIFORMED POLICE OFFICER(S)/FLAGGER(S) ARE REQUIRED TO DIRECT TRAFFIC WHEN THE LANES ARE BLOCKED. 8. IN THE EVEN THAT NO "TRAFFIC CONTROL PLANS" EXIST AS PART OF CONTRACT IN THE EVEN THAT NO "TRAFFIC CONTROL PLANS" EXIST AS PART OF CONTRACT DRAWINGS. CONTRACTOR SHALL PREPARE PLANS AND SUBMIT TO THE LOCAL GOVERNING ENTITY FOR APPROVAL TEN DAYS PRIOR TO IMPLEMENTATION. 9. IF THE CONTRACTOR CHOOSES TO USE A DIFFERENT METHOD OF "TRAFFIC CONTROL IF THE CONTRACTOR CHOOSES TO USE A DIFFERENT METHOD OF "TRAFFIC CONTROL PLANS" DURING THE CONSTRUCTION THAN WHAT IS OUTLINED IN THE CONTRACT DRAWINGS. HE/SHE SHALL BE RESPONSIBLE FOR PREPARING AND SUBMITTING AN ALTERNATE SET OF PLANS* TO THE LOCAL GOVERNING ENTITY FOR APPROVAL TEN WORKING DAYS PRIOR TO IMPLEMENTATION. 10. APPROVED COPIES OF THE TRAFFIC CONTROL PLANS AND REQUIRED PERMITS SHALL APPROVED COPIES OF THE TRAFFIC CONTROL PLANS AND REQUIRED PERMITS SHALL BE MADE AVAILABLE FOR INSPECTION AT THE JOB SITE AT ALL TIMES. CONTRACTORS MUST SECURE REQUIRED PERMITS FROM THE LOCAL GOVERNING ENTITY'S TRAFFIC MANAGEMENT AND MAINTENANCE BRANCH BEFORE CLOSING A LANE/SIDEWALK. THE REQUEST MUST BE MADE AT LEAST 10 DAYS IN ADVANCE OF THE CLOSURE. NOTE THAT WORKING HOURS MAY BE RESTRICTED OR THE REQUEST MAY BE DENIED. * THESE PLANS SHALL BE DRAWN TO SCALE ON REPRODUCIBLE MYLAR AND SEALED THESE PLANS SHALL BE DRAWN TO SCALE ON REPRODUCIBLE MYLAR AND SEALED BY A LICENSED ENGINEER IN THE STATE OF KANSAS. PLANS WILL BECOME PART OF THE CONTRACT DRAWINGS.

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Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project NumberCONSULTANTS:

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VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

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

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

CIVIL ENGINEER

H2B ENGINEERS, INC.

1225 NORTH LOOP WEST, #800

HOUSTON, TEXAS 77008

(713) 864-2900

COMMISSIONING

ES2, INC.

13401 N. SANTA FE AVE.

OKLAHOMA CITY, OK. 73114

(405) 233-3105

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

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8/ 9/

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7:

P M

DMHFAE

ISSUED FOR CONSTRUCTION

SITE UTILITY REPAIRS

PHASE 1

11/23/2022

589A7-22-208

ROBERT J. DOLE VAMC

5500 EAST KELLOGG DRIVE

WICHITA, KANSAS

ROBERT J. DOLE VAMC

SPUR #: 1794.19No. REVISION DESCRIPTION DATE

OF 14

11/23/202

Kansas Firm Registration No. E-3405

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WATERMAN

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

72 19 6

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AN LANE LACKEY

OVERALL SITE UTILITY PLAN

CU100

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8" VCP/CIP

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8" VCP/CIP

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8" VCP (COW GIS)

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8" VCP/CIP

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6" VCP/CIP

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8" CIP/VCP

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6" VCP

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8" PVC

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6" PVC

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6" VCP & CIP

AutoCAD SHX Text 6" SNS Unkn

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6" VCP/CIP

AutoCAD SHX Text Unknown SNS

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4" CIP

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6" CIP/VCP

AutoCAD SHX Text 4" CIP/PVC (Uncertain alignment)

AutoCAD SHX Text Uncertain align/size/type

AutoCAD SHX Text Uncertain Origin

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8" CIP/VCP

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8" PVC/CIP

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12" PVC

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4" PVC

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6" VCP/CIP

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6" VCP/CIP

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6" VCP

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6" CIP

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S BLECKLEY DR

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E KELLOGG DR

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E WATERMAN ST

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S EDGEMOOR ST

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EXIST 6" 151 LF CAST IRON SAN SWR @ 0.96% SLOPE

AutoCAD SHX Text #13 NE (Origin Location Uncertain)

AutoCAD SHX Text #13 N Top & Bottom (Origin Location Uncertain)

AutoCAD SHX Text Approx location of Pipe transition from 4" to 6"

AutoCAD SHX Text (Origin Location Uncertain)

AutoCAD SHX Text #14A (Origin Location Uncertain)

AutoCAD SHX Text SSMH #03 (MS #09) Rim=1348.00 = 1346.00 (2" N) = 1341.80 (4" N) = 1344.67 (3" NW) = 1341.94 (8" CIP E) = 1341.87 (ESE) = 1341.79 (8" CIP/VCP SSW)

AutoCAD SHX Text SSMH #02 (MS #08) Rim=1346.69 (N)= 1343.91 (S)= 1342.66 (W)= 1342.54 (8" CIP)

AutoCAD SHX Text SSMH #01 (MS #07) Rim=1346.87 = 1343.13 (NW) = 1343.17 (SE) = 1342.89 (N)

AutoCAD SHX Text SSMH #04 (MS #10) Rim=1348.88 (NNE)= 1340.28 (8" CIP/VCP) (SW)= 1340.15 (8" VCP)

AutoCAD SHX Text SSMH #05 (MS #11) Rim=1348.79 (NE)= 1339.74 (8" VCP) (W)= 1339.67 (6" CIP) (S)= 1339.66 (8" VCP)

AutoCAD SHX Text SSMH #06 (MS #12) Rim=1348.34 (E)= 1340.78 (6" VCP, not scoped) (6" VCP, not scoped) (N)= 1339.33 (8" VCP) (SSW)= 1339.24 (8" VCP)

AutoCAD SHX Text SSMH #07 (MS #13) Rim=1348.16 (NNE)= 1338.97 (8" VCP) (SSW)= 1338.87 (8" PVC)

AutoCAD SHX Text SSMH #08 (MS #14) Rim=1349.71 (E)= 1344.33 (4" PVC Drop) (NNE)= 1338.46 (8" PVC) (W)= 1338.46 (8" PVC)

AutoCAD SHX Text SSMH #09 (MS #15) Rim=1350.48 (E)= 1338.43 (8" PVC) (SW)= 1338.38 (8" VCP)

AutoCAD SHX Text SSMH #10 (MS #16) Rim=1349.67 (NE)= 1338.37 (8" VCP) (SW)= 1338.22 (8" VCP/CIP)

AutoCAD SHX Text SSMH #11 (MS #17) Rim=1353.38 (W)= 1350.04 (6" CIP) (E)= 1345.91 (4" PVC) (S)= -7.61 (6" VCP/CIP)

AutoCAD SHX Text SSMH #12 (MS #18) Rim=1349.97 (N)= 1343.52 (6" VCP/CIP) (NE)= 1336.47 (8" VCP/CIP) (SW)= 1336.45 (8" VCP/CIP)

AutoCAD SHX Text SSMH #22 (MS #19, COW #5847-459) Rim=1348.16 (NW)= 1341.06 (8" VCP/CIP) (NE)= 1334.60 (8" VCP/CIP) (SW)= 1334.56 (12" VCP, not scoped) (12" VCP, not scoped)

AutoCAD SHX Text SSMH #20 (MS #20) Rim=1352.14 (WNW)= 1345.64 (2" unable to TV) (2" unable to TV) (2" unable to TV) (N)= 1343.88 (8" VCP/CIP) (NE)= 1345.03 (6" VCP/CIP) (SE)= 1343.88 (8" VCP/CIP)

AutoCAD SHX Text SSMH #21 (MS #21) Rim=1355.67 (NE/N)= 1346.56 (8" CIP) (SW)= 1346.47 (6" CIP)

AutoCAD SHX Text SSMH #19 (MS #22) Rim=1354.71 (NW)= 1345.00 (2" unable to TV) (2" unable to TV) (2" unable to TV) (N)= 1344.76 (8" CIP) (E)= 1344.89 (2" unable to TV) (2" unable to TV) (2" unable to TV) (S)= 1344.60 (8" VCP)

AutoCAD SHX Text SSMH #16 (MS #23) Rim=1353.52 (W)= 1347.32 (6" PVC,) (S)= 1346.79 (8" PVC)

AutoCAD SHX Text SSMH 17 (MS #24 (plywood lid) Rim=1353.90 (NW)= 1348.76 (unable to TV) (N)= 1345.95 (8" PVC) (NE)= 1345.89 (6" VCP) (W)= 1345.86 (6" CIP) (S)= 1345.72 (6" VCP)

AutoCAD SHX Text SSMH #18 (MS #25) Rim=1353.84 (NE)= 1346.20 (2" unable to TV) (N)= 1345.54 (6" VCP) (E)= 1345.48 (8" PVC) (S)= 1345.50 (8" CIP/VCP)

AutoCAD SHX Text SSMH #13 (MS #26) Rim=1354.93 (N Bottom)= 1349.83 (4" CIP) (N Top)= 1350.93 (2" Pipe) (NE)= 1347.34 (4" PVC) (E)= 1347.34 (6" VCP) (S)= 1347.16 (6" VCP/CIP)

AutoCAD SHX Text SSMH #14 (MS #27) Rim=1355.03 (E)= 1347.09 (6" PVC) (N)= 1346.81 (6" CIP) (SSW)= 1346.33 (12" PVC)

AutoCAD SHX Text SSMH (MS #29, COW #5847-457) Rim=1342.67 (NE)= 1332.43 (12" PVC?) (12" PVC?) (N)= 1331.31 (10" PVC?) (10" PVC?) (E)= 1331.19 (15" PVC) (15" PVC) (W)= 1327.44 (21" PVC) (21" PVC)

AutoCAD SHX Text Could not locate SSMH #XX (COW 5847-458) Rim=1342.XX = -11.36 (10" PVC N) = -10.24 (12" PVC NE) = -11.48 (15" PVC E) = -15.23 (21" PVC W)

AutoCAD SHX Text SSMH #23 (MS #01) Rim=1347.80 = 1340.28 (4" CIP/PVC N) = 1342.50 (4" PVC E) = 1340.14 (6" CIP/VCP SSW)

AutoCAD SHX Text SSMH #24 (MS #02) Rim=1347.36 = 1339.20 (6" CIP/VCP NNE) = 1339.21 (4" CIP E) = 1339.18 (6" CIP/VCP SSW)

AutoCAD SHX Text SSMH #26A (MS #03) Rim=1349.53 = 1345.42 (N) = 1343.85 (6" PVC SW)

AutoCAD SHX Text SSMH #26 (MS #04) Rim=1347.62 = 1341.41 (6" PVC NE) = 1340.22 (4" VCP NE, abandoned capped at 13') = 1340.25 (6" CIP/VCP SW)

AutoCAD SHX Text SSMH #25 (MS #05) Rim=1345.56 = 1337.99 (6" VCP/CIP NNE) = 1338.56 (6" CIP/VCP NE) = 1338.60 (Unknown SE) = 1337.98 (Unknown SW)

AutoCAD SHX Text SSMH #06 Rim=1344.66 = 1337.01 (NE) = 1337.03 (SE) = 1337.09 (SSE) = 1336.85 (W)

AutoCAD SHX Text MS-NORTH (BM #202) Elev=1350.56 (NAVD88, GEOID18)

AutoCAD SHX Text TBM-01 (Pnt #3371 Elev=1357.70

AutoCAD SHX Text MS-SOUTH (BM #203) Elev=1347.91 (NAVD88, GEOID18)

AutoCAD SHX Text Uncertain align/size/type

AutoCAD SHX Text Uncertain align/size/type

AutoCAD SHX Text 05A As far as they could TV.

AutoCAD SHX Text #11B (Location Uncertain)

AutoCAD SHX Text #11A (Location Uncertain)

AutoCAD SHX Text #13A (Location Uncertain)

AutoCAD SHX Text #21A (Location Uncertain)

AutoCAD SHX Text #17A (Location Uncertain)

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AutoCAD SHX Text 50'

AutoCAD SHX Text 100'

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SCALE: 1" = 50'

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LEGEND: .

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EXIST SAN SWR STR RATING 5

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EXISTING SANITARY SEWER MANHOLE

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EXIST SAN SWR STR RATING 4

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EXIST SAN SWR STR RATING 3

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EXIST SAN SWR STR RATING 0

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LONG TERM

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ADMINISTRATION/SUPPORT

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PROCEDUAL/ANCILLARY / DIAGNOSTIC

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ACUTE INPATIENT

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AMBULATORY

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FUTURE SITE PLAN

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LEGEND

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LONG TERM

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ADMINISTRATION/SUPPORT

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PROCEDUAL/ANCILLARY / DIAGNOSTIC

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MENTAL HEALTH

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ACUTE INPATIENT

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AMBULATORY

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FUTURE SITE PLAN

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LEGEND

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MENTAL HEALTH

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PROPOSED SANITARY SEWER

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PROPOSED SANITARY SEWER MANHOLE

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PROPOSED SAN SWR PVC LINING (TOP 10 PRIORITY)

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ABANDON EXISTING FEATURE IN PLACE

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ABANDON EXISTING UTILITY

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NOTES: .

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1. UTILITIES PRESENTED ON THESE DRAWINGS ARE 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 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 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 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 CONTRACTOR SHALL COMPLY WITH THE LATEST EDITION OF OSHA REGULATIONS AND THE STATE OF KANSAS LAWS CONCERNING EXCAVATION. 6. PVC LINER SHALL BE NOVAFORM PVC LINER, OR PVC LINER SHALL BE NOVAFORM PVC LINER, OR PRE-APPROVED EQUAL. 7. REFER TO NOVAFORM PVC LINER INSTALLATION REFER TO NOVAFORM PVC LINER INSTALLATION MANUAL & PRODUCT DATA SHEET.

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PROPOSED SAN SWR PVC LINING

AutoCAD SHX Text CONTRACTOR SHALL ENSURE CONTINUOUS SANITARY SEWER SERVICE IS MAINTAINED DURING CONSTRUCTION. TEMPORARY BYPASS PUMPS SHALL BE USED WHERE FLOW WILL BE BLOCKED DURING PVC LINING PROGRESS

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SEE SHEET CU102 FOR DETAILED VIEW

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SEE SHEET CU103 FOR DETAILED VIEW

SEE SHEET CU101 FOR DETAILED VIEW

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

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

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

CIVIL ENGINEER

H2B ENGINEERS, INC.

1225 NORTH LOOP WEST, #800

HOUSTON, TEXAS 77008

(713) 864-2900

COMMISSIONING

ES2, INC.

13401 N. SANTA FE AVE.

OKLAHOMA CITY, OK. 73114

(405) 233-3105

PHYSICAL SECURITY

FORCE PROTECT

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

8/ 9/

:1

7:

P M

DMHFAE

ISSUED FOR CONSTRUCTION

SITE UTILITY REPAIRS

PHASE 1

11/23/2022

589A7-22-208

ROBERT J. DOLE VAMC

5500 EAST KELLOGG DRIVE

WICHITA, KANSAS

ROBERT J. DOLE VAMC

SPUR #: 1794.19No. REVISION DESCRIPTION DATE

OF 14

11/23/202

Kansas Firm Registration No. E-3405

KEY PLAN

N

KELLOGG

WATERMAN

BU

CK

LE

Y

ED

G

EM

O

O R23

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

72 19 6

AL

AN LANE LACKEY

DETAILED SITE UTILITY PLAN

CU101

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EXIST 8" 76 LF CAST IRON SAN SWR @ 0.3% SLOPE

AutoCAD…