Attachment 2 - Drawings 589-501 1-15.pdf

CONCRETE,

CAST-IN-PLACE

GROUT

BRICK,

COMMON/FACE

CONCRETE

MASONRY UNIT

STONE,

CAST

ALUMINUM

ORNAMENTAL

METAL

STEEL AND

OTHER METALS

INSULATION,

LOOSE FILL OR

BLANKET

INSULATION,

RIGID BOARD

SHEET METAL

PLASTER,

GYPSUM OR

PORTLAND CEMENT

EARTH,

CRUSHED ROCK

GRAVEL

EARTHWORK,

COMPACTED

FILL

SAND

CMU

BOND BEAM

LINTEL

CMU, END

PLYWOOD

WOOD BLOCKING

OR SHIM

WOOD FRAMING,

CONTINUOUS

GLASS, ELEVATION

NAME

ELEVATION

101A

PLAN NORTH

ID

ID

NAME

NO

IDID

0 8' 16'4'C4

DRAWING BLOCK TITLE

1/8" = 1'-0"

NO

SHT

SIM

NO

SHT

SIM

NO

SHT

SIM

BUILDING SECTION IDENTIFICATION

SECTION NUMBER

SHEET NUMBER

WALL SECTION IDENTIFICATION

SECTION NUMBER

SHEET NUMBER

SHEET

ELEV_NO

Ref

R ef

Ref

R ef

EXTERIOR ELEVATION IDENTIFICATION

SHEET

RefEL

R ef

EL

RefEL

R ef

EL

INTERIOR ELEVATION IDENTIFICATION

ELEVATION NUMBER

SHEET NUMBER

ELEVATION NUMBER

SHEET NUMBER

SHT

NO

SIM

DETAIL/CALLOUT IDENTIFICATION

DETAIL NUMBER

SHEET NUMBER

DRAWING BLOCK TITLE

VIEW NUMBER

VIEW SCALE

VIEW NAME

GRAPHIC SCALE

EXTERIOR ELEVATION IDENTIFICATION

ELEVATION NAME

ELEVATION

NORTH INDICATOR

PROJECT NORTH LINE

TRUE NORTH LINE

COLUMN LINE GRID INDICATOR

ID

GRID IDENTIFICATION

FLOOR PLAN REFERENCE INDICATORS

ROOM TAG

WINDOW TAG

DOOR TAG

PARTITION TAG

REVISION TAG

KEYNOTE TAG

SPOT ELEVATION

TAG

100'-0"

CL CENTER LINE

Abbreviation Term

1WAY one-way 2WAY two-way 3PLY three-ply 3WAY three-way 4WAY four-way

A A LABEL Class A door A/C air condition A/C UNIT air conditioning unit A/E architect/engineer AAP alarm annunciator panel AB anchor bolt ABBRV abbreviation ACC accessible ACOUS INSUL acoustical insulation ACOUS PNL acoustical panel ACS DR access door ACS FLR access floor ACS PNL access panel ACT acoustical ceiling tile ADA Americans with Disabilities Act AFF above finished floor AGGR aggregate AHJ authority having jurisdiction AHU air handling unit AIA American Institute of Architects ALM alarm ALNMT alignment ALT alternate ALT NO alternate number ALUM aluminum ANN annunciator ANOD anodize APC acoustical panel ceiling APPD approved APPROX approximate ARCH Architect ASKLR automatic sprinkler ASPH asphalt ATS automatic transfer switch AV audio visual

B B LABEL Class B door B PL base plate BAS building automation system BB baseboard BC bookcase BD board BDRY boundary BFF below finish floor BHMA Builder's Hardware

Manufacturer's Association BITUM bituminous BLKHD bulkhead BLT IN built-in BLW CLG below ceiling BN bullnose BRCG bracing BRDG bridging BRDG JST bridging joist BRG bearing BRG PL bearing plate BRZ bronze BTWN between BUR built-up roofing

C cont.

CER ceramic CF contractor furnished CF/CI contractor furnished/ contractor installed CF/OI contractor furnished/ owner installed CFE contractor furnished equipment CFLG counterflashing CFMF cold-formed metal framing CG corner guard CHFR chamfer CI cast iron CIP cast-in-place CIR circle CJ control joint CL center line CLDG cladding CLG ceiling CLG DIFF ceiling diffuser CLG GRL ceiling grille CLG HT ceiling height CLG REG ceiling register CLKJ calked joint CLR color CMPST composite CMPTR computer CMU concrete masonry unit CNR corner CNTOR contactor CNTR counter CO cleanout COL column COMM communication CONC concrete CONC FLR concrete floor CONC OPNG concrete opening CONSTR construction CONSULT consultant CONT continue COORD coordinate CORR corridor COV PL cover plate CP control panel CPT carpet CRCMF circumference CRT YD courtyard CS cast stone CSG casing CSI Construction Specifications

Institute CSK counter sunk CSMT casement CSTL cast steel CSWK casework CT ceramic tile CT STN cut stone CTB ceramic tile base CTF ceramic tile floor CTG coating CTR center CTRL control CU FT cubic feet CU IN cubic inch CU YD cubic yard CURT curtain

E E LABEL Class E door EA each EFS exterior finish system EGB exterior gypsum board EGSB exterior gypsum sheathing board EIFS exterior insulation and finish system EJ expansion joint EL elevation ELEC electric ELEV elevator ENTR entrance EOS edge of slab EPS expanded polystyrene board

(insulation) EQ equal EQUIP equipment ESCAL escalator EXST existing EXT exterior EXT GR exterior grade EXT LT exit light

F F BRK fire brick FAAP fire alarm annunciator panel FABL fire alarm bell FABX fire alarm box FACP fire alarm control panel FAR floor area ratio FAS BD fascia board FC BRK face brick FD floor drain FDC fire department connection FDCC fire department connection cabinet FDMPR fire damper FDR fire door FDTN foundation FDV fire department valve FE fire extinguisher FEC fire extinguisher cabinet FF finish face FF BATT foil backed batt insulation FF EL finish floor elevation FF&E furniture, fixture, and equipment FFA from floor above FFB from floor below FH fire hydrant FHC fire hose cabinet FHP full height partition

I IBC International Building Code ID identification ID NO identification number INFO information INSUL insulation INSUL PNL insulated metal panel INT interior

J JAN janitor JAN CLO janitor closet J-BOX junction box JS janitor's sink

K KIT kitchen KPL kickplate KWY keyway

L cont.

LNDSCP landscape LT light LT FLUOR fluorescent lighting LT GA light gage LTG lighting LVR louver LW PLAS lightweight plaster LWC lightweight concrete

M MACH RM machine room MATL material MAX maximum MC moisture content MD metal deck MECH mechanical MECH RM mechanical room MEMB membrane MEP mechanical, electrical, plumbing MEZZ mezzanine MFR manufacturer MIN minimum MIRR mirror MISC miscellaneous MLDG molding (moulding) MLWK millwork MOD modify MOD BIT modified bitumen MR moisture resistant MS mop sink MTL metal MVBL movable MWP membrane waterproofing

N N north NA not applicable NFC National Fire Code NFPA National Fire Protection

Association NIC not in contract NO number NOM nominal NP no paint NRC noise reduction coefficient NTS not to scale

O OA overall OC on center OCC occupy OD outside diameter OF/CI owner furnished/ contractor installed OFD overflow drain OF/OI owner furnished/owner installed OFS outside face of studs OH DR overhead (coiling) door OPNG opening ORD overflow roof drain OVFL overflow

P cont.

PLG piling PLYWD plywood PNL panel PRCST precast PREFIN prefinish PRKG parking PT paint PTN partition PVC polyvinyl chloride (plastic) PVF polyvinyl fluoride (plastic) PVG paving PWR power

S SAT suspended acoustical tile SATC suspended acoustical tile ceiling SB splash block SBS styrene butadien styrene SBSTR substrate SCHED schedule SCMU solid concrete masonry unit SCRN screen SDG siding SDMPR smoke damper SECT section SF square foot (feet) SHT MTL FLASH sheet metal (flashing) SHTHG sheathing SHV shelving SIM similar SJ slab construction joint SLNT sealant SMK smoke SND sanitary napkin dispenser SND INS sound insulation SP EL spot elevation SPEC specification SPKLR sprinkler SQ square SQ IN square inch SQ YD square yard

Q QT quarry tile QTB quarry tile base QTF quarry tile floor QTY quantity

R RB resilient base RB HK robe hook RBM reinforced brick masonry RC reinforced concrete RCP reflected ceiling plan RCPTN reception RD roof drain RDG INS rigid insulation, solid REBAR reinforcing steel bars REF reference REINF reinforce REQ require REQD required RESIL resilient REV revision RHR right hand reverse RL roof leader RLG railing RM room RO rough opening RSD rolling steel door RT right RTF rubber tile floor RTG rating RTU roof top unit RV roof vent RVL reveal

S cont.

SST stainless steel STC sound transmission class STD standard STL JST steel joist STL LNTL steel lintel STL PL steel plate STL RF DK steel roof deck STL TB steel tube STL TR steel truss STOR storage STRUCT structural STRUCT STL structural steel SUSP suspend SUSP CLG suspended ceiling SV sheet vinyl SYM symbol SYS system

T TD trench drain TE top elevation TEMP temporary TFF top of finish floor THK thickness THRU through TMPD tempered TRTD treated TS tube steel TYP typical

U UGND underground UL Underwriters Laboratories UNFIN unfinish UNO unless noted otherwise

V VAN vanity VAP PRF vapor proof VB vinyl base VCT vinyl composition tile VEST vestibule VFAT vinyl faced acoustical tile VNR veneer VR vapor retarder VRFY verify VTR vent through roof

W W CAB wall cabinets W/O without WB wood base WBL wood blocking WC water closet WC WL HNG water closet, wall hung WCLR water cooler WD wood WD LOUV wood louvers WDF wood door and frame WDP wood panelling WF wide flange WF BM beam, wide flange WFAB wall fabric WFR wood frame WFS wood furring strips WGL wired glass WPM waterproof membrane WSCT wainscot

X, Y, Z X BRACE cross brace X SECT cross section XBRA crossbracing XPS extruded polystyrene board

(insulation)

YD yard

Z modulus of section

D cont.

DIM dimension DIST distance DIV division DOC document DPTN demountable partition DR door DR CL door closer DR FR door frame DR OPNG door opening DRH door holder DRLV door louver DRST door stop DRSW door switch DW dishwasher DWG drawing

F cont.

FN fence FR fire rating FRMG framing FRP fiberglass reinforced plastic FRST GL frosted glass FRTW fire retardant treated wood FT feet FTG footing FW fire wall FWRK formwork

G GALV galvanized GC general contractor GFRC glass-fiber-reinforced concrete GFRG glass-fiber-reinforced gypsum GFRP glass-fiber-reinforced plaster GFRP glass-fiber-reinforced plastic GL glass GL BLK glass block GLU LAM glued laminated wood GLZ glazing GLZ CMU glazed concrete masonry unit GPC gypsum plaster ceiling GR BM grade beam GR FL ground floor GR LN grade line GSB gypsum sheathing board GUT gutter GWT glazed wall tile GYM gymnasium GYP gypsum GYP BD gypsum board GYP PLAS gypsum plaster

H HB hose bibb HCP handicapped HCWD hollow core wood door HM hollow metal HMD hollow metal door HMDF hollow metal door and frame HMF hollow metal frame HNDRL handrail HORIZ horizontal HS hand sink HT height HVY heavy HYD hydrant

C C CONC cast concrete C LABEL Class C door CAB cabinet CAC ceiling attenuation class CATW catwalk CBB cementitious (backer) board CEM cement CEM FIN cement finish CEM PLAS cement plaster CEM PLAS CLGcement plaster ceiling

D D LABEL Class D door DBL double DBL ACT DR double acting door DBL GLZ double glaze DEMO demolition DEPT department DET detail DF drinking fountain DF WL MTDdrinking fountain, wall mounted DIA diameter

F FIN finish FIXT fixture FLG flooring FLR floor FLR FIN floor finish FLR PL floor plate FLR SK floor sink

L LAM laminate LAV lavatory LBS pounds LED light emitting diode LF linear feet (foot) LF INS loose fill insulation LKR RM locker room LL low level

P PAR parapet PAT pattern PB pull box PBD particleboard PCC precast concrete PCP portland cement plaster PERF perforated PERIM perimeter PGBD pegboard PIL pilaster PL property line PL GL plate glass PLAM plastic laminate PLAS plaster PLBG plumbing

OWNER:

Colmery-O'Neil VA Medical Center 2200 Gage Boulevard Topeka, Kansas P: (913) 946-1140 C: Timothy Parison Sr., Contracting Officer E: timothy.parison@va.gov

ARCHITECT:

GLMV Architecture, Inc.

1525 E. Douglas Wichita, KS 67211 P: (316) 265-9367 C: Fred Britain, AIA, Project Manager E: fred.britain@glmv.com

MECHANICAL / ELECTRICAL / PLUMBING:

Professional Engineering Consultants 623 Massachusetts Street, Suite 200 Topeka, KS 66044 P: (785) 842-6464 C: Tracy Dible, PE E: tracy.dible@pec1.com

INDUSTRIAL HYGIENIST

Terracon 72 Pointe Circle Greenville, SC 29615 P: (864) 292-2901 C: Jeffrey Gurrie, CIH E: jeff.gurrie@terracon.com

ARCHITECT / ENGINEEROWNER

CONSULTANTS

ARCHITECT OF RECORD:

Atriax, pllc 703 Main Avenue SW Hickory, NC 28602 (PO Box 1629 Hickory, NC 28603) P: (828) 315-9962 C: Bob Sinclair E: bob.sinclair@atriaxgroup.com

1. CONTRACTOR WILL VERIFY AND FAMILIARIZE THEMSELF WITH ALL EXISTING CONDITIONS PRIOR TO PLACING BID.

2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD AND NOTIFY CONTRACTING OFFICER'S REPRESENTATIVE OF ALL

DISCREPANCIES IF ANY, FOUND PRIOR TO PLACEMENT OF ANY COMPONENTS.

3. THE CONTRACTOR WILL TAKE ALL NECESSARY PRECAUTIONS INCLUDING THE BUILDING AND MAINTENANCE OF DUST

TIGHT PARTITIONS, DAILY VACUUMING, SWEEPING, AND PROVISION OF CLEAN FLOOR MATS AT THE PROJECT ENTRANCES, TO PREVENT THE INFILTRATION OF DIRT AND DUST FROM THE CONSTRUCTION AREAS INTO THE OWNER

OCCUPIED AREAS.

4. IF THE PROJECT AREA INCLUDES EXISTING EQUIPMENT, SURFACES, FINISHES, MATERIALS, ETC., NOT TO BE REMOVED, THE CONTRACTOR MUST PROTECT THIS EQUIPMENT FROM DUST, DEBRIS, DAMAGE, ETC. THE CONTRACTOR MUST ALSO CLEAN THESE ITEMS/SURFACES TO THE ORIGINAL CONDITION FOUND AT THE START OF THE PROJECT PRIOR TO FINAL

INSPECTION.

5. PATCH ALL FINISHES WHERE DISTURBED BY THE WORK AND WHERE UNFINISHED SURFACES HAVE BEEN EXPOSED BY DEMOLITION. PATCHING MUST MATCH ADJACENT MATERIALS, COLORS, AND FINISHES. WALL SURFACES THAT ARE PATCHED SHALL HAVE THE FINISHES (PAINT, VINYL WALL COVERING, ETC.) REPLACED FROM CORNER TO CORNER AND

FLOOR TO CEILING.

6. UNLESS OTHERWISE INDICATED, FINISH ALL NEW FRAMES AND PARTITIONS TO MATCH SURROUNDING. NEW HOLLOW METAL DOORS SHALL BE PAINTED SAME COLOR AS FRAMES. EXISTING PARTITIONS RECEIVING NEW DOOR FRAMES THAT HAVE VINYL WALL COVERING (VWC) SHALL HAVE THE VWC COMPLETELY REMOVED AND REPLACED WITH NEW VWC OF

MATCHING TEXTURE AND COLOR.

7. PAINT ALL EXPOSED NEW AND EXISTING PIPING, CONDUIT, WIRE MOLD, ELECTRICAL PANELS, ACCESS PANELS, ETC., TO

MATCH WALL FINISH UNLESS OTHERWISE NOTED.

8. WHENEVER EXISTING EQUIPMENT, PIPING, DUCTS, ETC., ARE REQUIRED TO BE REMOVED, SUCH REMOVAL SHALL INCLUDE ALL ANCHORS, HANGERS, FOUNDATIONS, ETC., UNLESS NOTED OTHERWISE. AFTER REMOVAL; FLOORS, WALLS, AND CEILINGS SHALL BE FINISHED TO MATCH ADJOINING SURFACES.

9. UTILITY WORK THAT WILL REQUIRE A SHUTDOWN OF EXISTING SERVICE WILL BE DONE AT TIMES OTHER THAN NORMAL WORKING HOURS AT NO ADDITIONAL COST TO THE GOVERNMENT. WORK MUST BE SCHEDULED WITH THE

CONTRACTING OFFICER'S REPRESENTATIVE.

10. COORDINATE ALL WORK WITH OTHER TRADES AND EXISTING CONDITIONS TO ELIMINATE CONFLICTS AND/OR INTERFERENCES. THE CONTRACTOR SHALL PROVIDE ALL OFFSETS, FITTINGS, TRANSITIONS, EXTENSIONS, ETC., REQUIRED FOR A COMPLETE AND FUNCTIONAL SYSTEM.

11. DRAWINGS ARE DIAGRAMMATIC AND SHOW ONLY THE GENERAL ARRANGEMENT OF EACH SYSTEM. BECAUSE OF SMALL SCALE OF DRAWINGS IT IS NOT POSSIBLE TO SHOW OR INDICATE ALL BRANCHES, OFFSETS, FITTINGS, BOXES, AND ACCESSORIES WHICH MAY BE REQUIRED. CONTRACTOR MUST CAREFULLY INVESTIGATE STRUCTURAL AND FINISH CONDITIONS AFFECTING ALL WORK, FURNISHING SUCH FITTINGS, TRAPS, VALVES, BOXES, ACCESSORIES, ETC., AS MAY

BE REQUIRED.

12. LOCATIONS OF NEW EQUIPMENT, PIPING, AND ASSOCIATED ITEMS SHOWN ON THE DRAWINGS ARE SCHEMATIC ONLY.

THE CONTRACTOR SHALL FIELD VERIFY EXACT LOCATION AND ELEVATION FOR ALL WORK, INCLUDING CONNECTIONS TO EXISTING WORK. ALL OFFSETS, FITTINGS, TRANSITIONS, EXTENSIONS, ETC., REQUIRED FOR A COMPLETE AND

FUNCTIONAL SYSTEM SHALL BE PROVIDED AT NO ADDITIONAL COST.

13. ALL EXISTING DUCTWORK, ELECTRICAL OR MECHANICAL PIPING, CABLE TRAYS, ETC., IS NOT NECESSARILY SHOWN ON THE DRAWINGS. BEFORE CONTRACTOR PLACES A BID IT IS IMPERATIVE THEY VISIT THE JOBSITE AND FIELD VERIFY THE EXACT LOCATION OF ALL EXISTING EQUIPMENT, DUCTWORK, PIPING, ETC. IT WILL BE PART OF THE CONTRACTOR'S RESPONSIBILITY AND THE CONTRACTOR WILL BEAR THE COST TO ENGINEER AND RELOCATE ANY EXISTING OBSTACLES WHICH WILL INTERFERE WITH THE CONTRACTOR'S ABILITY TO INSTALL ALL NEW OR RELOCATED WORK IN THIS PROJECT.

14. CONTRACTOR SHALL NOT INSTALL CONDUIT, PIPING, LIGHTING, OR OTHER OBSTRUCTIONS UNDER OR ADJACENT TO HVAC EQUIPMENT THAT WILL ELIMINATE OR OBSTRUCT ACCESS TO COILS, MOTORS, VALVES, SWITCHES, PANELS, ETC.

15. BEFORE THE CONTRACTOR BEGINS WORK HE SHALL RECORD ANY EXISTING SYSTEM INFORMATION SUCH AS TEMPERATURE, FLOW RATE, PRESSURE, CURRENT, VOLTAGE, OR ANY OTHER INFORMATION NECESSARY FOR HIM TO RETURN THE AFFECTED SYSTEM TO ORIGINAL OPERATING CONDITION. UNLESS NOTED OTHERWISE IT IS ASSUMED THAT ALL SYSTEMS (HVAC, ELECTRICAL, PLUMBING, ETC.) ARE WORKING PROPERLY IN EVERY MANNER AT THE BEGINNING OF THE PROJECT. THE CONTRACTOR'S RECORDED MEASUREMENTS MUST BE SUBMITTED TO THE CONTRACTING OFFICER'S REPRESENTATIVE FOR REVIEW AND ACCEPTANCE BEFORE ANY DEMOLITION OR OTHER RELATED WORK CAN PROCEED.

16. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING ALL EXISTING ACCESS DOORS TO CONSTRUCTION AREAS, EXISTING MECHANICAL AND ELECTRICAL AREAS, ASSIGNED STORAGE AREAS, EQUIPMENT ACCESS AREAS, ETC. DOORS MUST BE RESTORED TO THE CONDITION ENCOUNTERED AT BEGINNING OF PROJECT. THIS INCLUDES DOOR

REPLACEMENT, HARDWARE REPLACEMENT, HARDWARE REPAIR, DOOR REPAIR, ETC.

17. NOTE: IF THERE IS ANY WORK TO BE DONE ON EXISTING ROOFS, SUCH AS ROOF PENETRATIONS OR STANDS, OR ANYTHING THAT DAMAGES THE INTEGRITY OF THE ROOF, THIS WORK MUST BE DONE BY A CONTRACTOR LICENSED BY THE ROOFING MEMBRANE MANUFACTURER. HE MUST BE APPROVED BY THE MEMBRANE MANUFACTURER SO AS TO NOT

VOID OR INTERRUPT EXISTING SINGLE PLY MEMBRANE ROOF WARRANTIES.

18. CONTRACTOR MUST PROVIDE HIS OWN EQUIPMENT FOR MOVING OF MATERIALS, EQUIPMENT AND TRASH. THIS INCLUDES CARTS FOR REMOVAL OF DEMOLITION MATERIALS, PALLET JACKS FOR EQUIPMENT MOVING, TWO OR FOUR WHEEL CARTS FOR EQUIPMENT TRANSFER, ETC. CONTRACTOR MAY NOT BORROW VA OWNED EQUIPMENT FOR THIS

PURPOSE.

19. IF ASBESTOS INSULATION IS REMOVED ON THIS PROJECT ALL PIPING AND OTHER MECHANICAL ITEMS THAT HAD THE ASBESTOS INSULATION REMOVED MUST BE REINSULATED WITH MATERIALS ACCORDING TO THE SPECIFICATIONS.

20. SEVERE NOISE PRODUCING WORK WILL NOT BE ALLOWED DURING NORMAL WORKING HOURS AND MUST BE SCHEDULED WITH THE CONTRACTING OFFICER'S REPRESENTATIVE FOR OTHER TIMES. THIS INCLUDES JACKHAMMERING CONCRETE, SAWCUTTING CONCRETE, REPETITIVE HAMMER DRILLING OF CONCRETE, ETC.

21. THE VA DOES NOT PROVIDE TELEPHONE SERVICE OR A TELEPHONE FOR THE CONTRACTORS USE. IT IS THE CONTRACTOR’S RESPONSIBILITY TO COVER THE COSTS OF THE INSTALLATION OF A TEMPORARY LAND LINE PHONE. THE

CONTRACTOR SHALL CONTACT THE TELEPHONE COMPANY TO HAVE THIS PHONE INSTALLED.

22. ALL CONTRACTOR’S PERSONNEL WHO PLAN TO WORK ON SITE MUST RECEIVE AN ID BADGE THROUGH THE VA’S PIV (PERSONAL IDENTITY VERIFICATION) PROGRAM. THIS REQUIRES HAVING FINGERPRINTS TAKEN AND A BACKGROUND

CHECK DONE BEFORE THE BADGE CAN BE ISSUED.

23. WATER OR LIQUIDS MUST NOT BE ALLOWED TO COME INTO CONTACT WITH NEW OR EXISTING DRYWALL FROM CONSTRUCTION RELATED ACTIVITIES. REMOVE AND REPLACE ANY DRYWALL THAT HAS COME INTO CONTACT WITH

WATER OR OTHER LIQUIDS.

24. LIVE ELECTRICAL CIRCUITS ARE BURIED WITHIN THE CONCRETE FLOOR SLABS AND THERE IS NO RECORD OF THE EXACT LOCATIONS. THE CONTRACTOR SHALL X-RAY THE FLOOR WHEREVER THE CONTRACTOR PLANS ON DRILLING THROUGH THE CONCRETE FLOOR SLABS. IT WILL BE THE CONTRACTOR’S RESPONSIBILITY TO IMMEDIATELY REPAIR ANY CIRCUIT

THAT HAS BEEN CUT OR DAMAGED.

25. WHEN THE CONSTRUCTION REQUIRES THAT EXISTING EXITS FROM THE BUILDING BE BLOCKED OR CLOSED THE CONTRACTOR MUST INSTALL BARRIERS IN FRONT OF THE EXIT TO BLOCK PASSAGE, INSTALL SIGNAGE ON THE BARRIERS OR DOOR STATING THAT THE EXIT IS CLOSED AND COVER THE LIGHTED EXIT SIGN FOR THIS EXIT. THESE MUST ALL BE

REMOVED WHEN THE EXIT IS REOPENED.

26. CONTRACTOR SHALL PROVIDE BOXES, CONDUIT, WIRE, AND RECONNECTIONS AS REQUIRED TO RECONNECT ANY AND ALL EXISTING LIGHT FIXTURES, RECEPTACLES, OR DEVICES REMAINING IN USE. REMOVAL OF ANY ELECTRICAL

EQUIPMENT SHALL NOT AFFECT THE OPERATION OF EQUIPMENT REMAINING IN USE.

27. A GREEN GROUND SHALL BE RUN WITH ALL FEEDERS AND WITH ALL CIRCUITS TO RECEPTACLES, MOTORS, FIXED

EQUIPMENT, AND APPLIANCES.

28. PANELBOARDS AND CIRCUIT BREAKERS SHALL HAVE THE FOLLOWING MINIMUM INTERRUPTING RATINGS:120/208 - 22,000

AMPERES SYMMETRICAL, 277/480 - 14,000 AMPERES SYMMETRICAL

29. CONTINUITY OF ALL SERVICES TO AND FROM THE FACILITIES IN THE EXISTING BUILDING SHALL BE MAINTAINED WITHOUT INTERRUPTION, EXCEPT FOR SUCH PERIODS OF TIME WHICH THE V.A. MAY DESIGNATE. IF TEMPORARY CONNECTIONS, ETC. ARE NECESSARY TO ASSURE THE CONTINUITY OF SERVICE, THEY SHALL BE FURNISHED WITHOUT ADDITIONAL

CHARGE TO THE V.A. AND SHALL BE REMOVED WHEN NO LONGER NECESSARY.

30. ALL INSTALLATIONS AND EQUIPMENT SHALL FOLLOW THE GUIDELINES ESTABLISHED BY THE CURRENT NATIONAL

ELECTRIC CODE

31. ALL EXISTING CONDUIT AND WIRING MADE ABANDONED BY THIS PROJECT OR FOUND TO BE ABANDONED DURING

DEMOLITION SHALL BE REMOVED.

32. COORDINATE THE PROVISION AND INSTALLATION OF ALL CONTROL WIRING FOR MECHANICAL EQUIPMENT WITH THE

GENERAL CONTRACTOR AND MECHANICAL CONTRACTOR.

33. FOR SAFETY PURPOSES THE CONTRACTOR WILL NOT WORK ON ANY ELECTRICAL EQUIPMENT HOT. ALL SHUTDOWNS

WILL BE SCHEDULED IN ADVANCE WITH THE CONTRACTING OFFICER'S REPRESENTATIVE.

34. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OPENINGS REQUIRED IN WALLS. ALL OPENINGS SHALL BE REPAIRED TO MATCH EXISTING BY A QUALIFIED CONTRACTOR AT THE EXPENSE OF THIS CONTRACTOR. ALL CONDUITS IN WALLS SHALL

BE GROUTED OR SEALED INTO OPENINGS.

35. FOR DOORS BEING REPLACED AND WALLS WITHIN A CONSTRUCTION AREA: CAREFULLY REMOVE SIGNAGE, ROOM NUMBERS, ARTWORK, ETC., AND STORE IN A PROTECTIVE BOX FOR REINSTALLATION AT COMPLETION OF AREA. ANY DAMAGED SIGNAGE, ARTWORK, ETC., SHALL BE REPLACED WITH NEW. VA INTERIOR DESIGNER AND COR SHALL IDENTIFY

LOCATIONS FOR REINSTALLATION.

36. USE OF EQUIPMENT AND TOOLS FOR WORK THAT TRANSMIT VIBRATIONS AND CREATE NOISES >80DB REQUIRE VA COR APPROVAL DURING BUSINESS HOURS. DATES AND DURATIONS SHALL BE SUBMITTED 20 WORKING DAYS BEFORE WORK IS TO BE COMPLETED. VA COR SHALL APPROVE DATES AND DURATIONS SUBMITTED BY GC BEFORE WORK IS TO BEGIN. IF APPROVED, WORK DURING BUSINESS HOURS SHALL BE 30 MINUTES OF WORK FOLLOWED BY 30 MINUTES OF QUIET TIME

(DEFINED AS <80 DB AND VIBRATION FREE).

37. NO UTILITY SERVICE SUCH AS WATER, GAS, STEAM, SEWERS OR ELECTRICITY, OR FIRE PROTECTION SYSTEMS AND COMMUNICATIONS SYSTEMS MAY BE INTERRUPTED WITHOUT APPROVED TASK WORK PLAN AND PRIOR APPROVAL OF COR. ELECTRICAL WORK SHALL BE ACCOMPLISHED WITH ALL AFFECTED CIRCUITS OR EQUIPMENT DE-ENERGIZED. WHEN AN ELECTRICAL OUTAGE CANNOT BE ACCOMPLISHED, WORK ON ANY ENERGIZED CIRCUITS OR EQUIPMENT SHALL NOT COMMENCE WITHOUT A DETAILED WORK PLAN, THE MEDICAL CENTER DIRECTOR’S PRIOR KNOWLEDGE AND WRITTEN APPROVAL. CONTRACTOR SHALL SUBMIT A INDIVIDUAL TASK WORK PLAN TO INTERRUPT ANY SUCH SERVICES TO COR, IN WRITING, 20 DAYS IN ADVANCE OF PROPOSED INTERRUPTION. REQUEST SHALL STATE REASON, DATE, EXACT TIME OF, AND APPROXIMATE DURATION OF SUCH INTERRUPTION. CONTRACTOR WILL BE ADVISED (IN WRITING) OF APPROVAL OF REQUEST, BEFORE THE UTILITY INTERRUPTION NOTIFICATION SHALL BE POSTED BY CONTRACTOR, OR OF WHICH OTHER DATE AND/OR TIME SUCH INTERRUPTION WILL CAUSE LEAST INCONVENIENCE TO OPERATIONS OF MEDICAL CENTER.

INTERRUPTION TIME APPROVED BY MEDICAL CENTER MAY OCCUR AT OTHER THAN CONTRACTOR'S NORMAL WORKING HOURS. THE UTILITY INTERRUPTION NOTIFICATION MUST BE POSTED 11 FEDERAL WORKDAYS PRIOR TO WHEN THE

UTILITY INTERRUPTION WORK CAN BEGIN.

Drawing Title

Approved: Associate Director

Project Title

Date

Location

Checked

Building Number

Project Number:

Drawing Number

Drawn

CONSULTANTS: ARCHITECT/ENGINEERS:

o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F 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

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Veterans Health

Administration

Medical Center Director: Date:

Associate Medical Center Director: Date:

Engineering M&O Foreman: Date:

Chief Engineering Service: Date:

Boiler Plant Foreman: Date:

Safety Manager: Date:

Industrial Hygenist: Date:

Infection Control Nurse: Date:

Energy Manager: Date:

Approved: Date:

Approved: Chief of Staff

Approved: Infection Control

Approved: Chief Engineer

Approved: Safety Officer

Approved: Chief, Police & Security

GLMV Architecture Architect 1525 E. Douglas, Wichita, KS 67211

Phone: 316-265-9367 www.glmv.com

Professional Engineering Consultants (PEC) MEP Engineers 623 Massachusetts Street, Suite 200, Lawrence, KS 66044

Phone: 785-842-6464 www.pec1.com

Atriax, pllc 703 Main Avenue SW, Hickory, NC 28602 PO Box 1629, Hickory, NC 28603

Phone: 828-315-9962 www.atriaxgroup.com

ISSUED FOR BID

/2

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M A u to d e s k D o c s /1

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A tr ia x T o p e k a

V A

M e n ta l H e a lt h C lin ic

(M o d

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G-001

COVER SHEET Outpatient Mental Health Clinic

Colmery-O'Neil VAMC Topeka, KS

589-501

03/29/24 FAB LD

ARCHITECTURAL LEGEND MISC. ARCHITECTURAL SYMBOLS SHEET INDEX

SITE LOCATION

DEPARTMENT OF VETERANS AFFAIRS

GENERAL NOTES

ARCHITECTURAL ABBREVIATIONS

COLMERY-O'NEIL VA MEDICAL CENTER - TOPEKA, KANSAS

PROJECT NO. 589-501

OUTPATIENT MENTAL HEALTH CLINIC

DIRECTORY

SHEET

NUMBER SHEET NAME

01 [G] GENERAL

G-001 COVER SHEET

G-002 CODE FLOOR PLAN - BASEMENT

G-003 CODE FLOOR PLAN - FIRST FLOOR

05 [C] CIVIL

V-101 EXISTING CONDITIONS

CD101 DEMO PLAN

CS101 SITE PLAN

CG101 GRADING AND DRAINAGE PLAN

CU101 SITE UTILITY PLAN

C-501 SITE DETAILS

C-502 SITE DETAILS

C-503 SITE DETAILS

06 [L] LANDSCAPE

LP101 LANDSCAPE PLAN

07 [S] STRUCTURAL

S-001 GENERAL NOTES

S-002 GENERAL NOTES AND INSPECTION TABLES

S-101 FOUNDATION PLAN

S-121 ROOF FRAMING PLAN

S-301 COLUMN SCHEDULE

S-302 BRACE FRAME SCHEDULE & DETAILS

S-501 TYPICAL FOUNDATION DETAILS

S-502 FOUNDATION DETAILS

S-511 TYPICAL FRAMING DETAILS

S-512 FRAMING DETAILS

S-513 FRAMING DETAILS

S-601 SCHEDULES

S-602 SCHEDULES

08 [A] ARCHITECTURAL

AD101 OVERALL DEMOLITION PLAN

AD102 DEMOLITION PLAN - FIRST FLOOR

A-101 OVERALL IMPROVEMENT PLANS

A-102 IMPROVEMENT PLAN - FIRST FLOOR

A-103 DIMENSION PLAN - FIRST FLOOR

A-111 OVERALL REFLECTED CEILING PLANS

A-112 REFLECTED CEILING PLANS - FIRST FLOOR

A-121 PARTIAL ROOF PLAN

A-201 EXTERIOR ELEVATIONS

A-301 BUILDING SECTIONS

A-311 WALL SECTIONS

A-401 ENLARGED PLANS

A-501 EXTERIOR DETAILS

A-502 INTERIOR DETAILS

A-511 CEILING DETAILS

A-521 ROOF DETAILS

A-522 ROOF DETAILS

A-551 STOREFRONT AND CURTAIN WALL DETAILS

A-552 DOOR DETAILS

A-601 WALL TYPES

A-611 DOOR SCHEDULE

A-612 STOREFRONT AND CURTAIN WALL SCHEDULE

09 [I] INTERIORS

I-001 TYPICAL MOUNTING HEIGHTS

I-101 OVERALL FINISH PLANS

I-103 FINISH PLAN - FIRST FLOOR

I-122 SIGNAGE AND SPECIALTIES PLAN - FIRST FLOOR

I-201 INTERIOR DESIGN ELEVATIONS AND ENLARGED PLANS

I-501 CASEWORK SECTIONS AND INTERIOR DETAILS

I-521 SIGNAGE DETAILS

I-522 SIGNAGE DETAILS

I-601 FINISH SCHEDULE

IF103 FURNISHING PLAN - FIRST FLOOR

10 [F] FIRE PROTECTION

FP100 OVERALL FIRE PROTECTION PLANS

PROJECT LOCATION

SHEET

NUMBER SHEET NAME

12 [P] PLUMBING

PP000 PLUMBING NOTES AND SYMBOLS

PD100 OVERALL PLUMBING DEMOLITION PLAN

PD101 PLUMBING DEMOLITION PLAN - BASEMENT

PD102 PLUMBING DEMOLITION PLAN - FIRST FLOOR

PL100 OVERALL PLUMBING PLANS

PL101 PLUMBING PLAN - BASEMENT

PL102 PLUMBING PLAN - FIRST FLOOR

PP500 PLUMBING SCHEDULES & DETAILS

14 [M] MECHANICAL

MM000 MECHANICAL COVER SHEET

MM001 MECHANICAL COVER SHEET

MD100 MECHANICAL DEMOLITION PLAN - OVERALL

MD101 MECHANICAL DEMOLITION PLAN - BASEMENT

MD102 MECHANICAL DEMOLITION PLAN - FIRST FLOOR

MH100 OVERALL HVAC PLANS

MH101 HVAC PLAN - BASEMENT

MH102 HVAC MV & RA PLAN - FIRST FLOOR

MH103 HVAC SA & EA PLAN - FIRST FLOOR

MH200 MECHANICAL ROOF PLAN

MM500 MECHANICAL DETAILS

MM501 MECHANICAL DETAILS

MM502 MECHANICAL DETAILS

MM503 MECHANICAL CONTROL DETAILS

MM504 MECHANICAL CONTROL DETAILS

MM600 MECHANICAL SCHEDULES

MM601 MECHANICAL SCHEDULES

MP100 OVERALL HYDRONIC PLANS

MP101 HYDRONIC PLAN - BASEMENT

MP102 HYDRONIC PLAN - BASEMENT

MP103 HYDRONIC PLAN - FIRST FLOOR

15 [E] ELECTRICAL

E-001 ELECTRICAL NOTES AND SYMBOLS

ED101 ELECTRICAL DEMOLITION PLAN - BASEMENT

ED110 ELECTRICAL DEMOLITION PLAN - FIRST FLOOR

OVERALL

ED111 ELECTRICAL DEMOLITION PLAN - FIRST FLOOR

EG301 LIGHTNING PROTECTION ROOF PLAN

EG501 LIGHTNING PROTECTION DETAILS

EL110 LIGHTNING PLAN - FIRST FLOOR OVERALL

EL111 LIGHTNING PLAN - FIRST FLOOR ADDITION

EL501 LIGHTNING DETAILS

EP101 POWER PLAN - BASEMENT

EP110 POWER PLAN - FIRST FLOOR OVERALL

EP111 POWER PLAN - FIRST FLOOR ADDITION

EP211 EQUIPMENT PLAN - FIRST FLOOR ADDITION

EP220 EQUIPMENT PLAN - ROOF

EP501 POWER DETAILS

EP601 ELECTRICAL ONE-LINE DIAGRAMS

EP701 ELECTRICAL SCHEDULES

ES100 ELECTRICAL SITE PLAN

ET101 TELECOMMUNICATIONS PLAN - BASEMENT

ET111 TELECOMMUNICATIONS PLAN - FIRST FLOOR ADDITION

ET211 ENLARGED TELECOMMUNICATIONS - IT D107

ET501 TELECOMMUNICATIONS DETAILS

ET502 TELECOMMUNICATIONS DETAILS

EY101 SYSTEMS PLAN - BASEMENT

EY110 SYSTEMS PLAN - FIRST FLOOR OVERALL

EY111 SYSTEMS PLAN - FIRST FLOOR ADDITION

EY501 SYSTEMS DETAILS

EY502 SYSTEMS SCHEDULE

SHEET

NUMBER SHEET NAME

Revisions: Date:

COMMON PATH OF EGRESS = 106'-8"

MAX = 100'-0" (EXIST. NON-COMPLIANT)

FEC

FEC

FACP

NEUROPSYCH

A016

NEUROPSYCH

A017 IT

A018

P. TLT.

A019

S. TLT.

A020

STAIR

A0-S1

STOR

A002WKRM

A003

OFFICE

A004

GROUP ROOM

A005

OFFICE

A006

OFFICE

A007

PT RM

A009

PT RM

A008

PT RM

A011

PT RM

A012

ELEC

A027

ELEC

A026

HALL

A030

FILE STORAGE

A013A

MECH (N.I.C.)

A013B

ENERGY MGMT

(N.I.C.)

A013C

HALL

(N.I.C)

A013

MECH (N.I.C.)

A014

HALL (N.I.C.)

A015A

ELEC (N.I.C.)

A015

STAIR

A0-S4

CORRIDOR

0CDR1

STOR (N.I.C.)

A023

HSK N.I.C.

A022

FE

A025

HALL

A028

STOR

A029

ELEV #4

A0-E4

ELEV #5

A0-E5

ELEV #6

A0-E6

STAIR

B0-S2

STAIR

C0-S3

CRAWL SPACE CRAWL SPACE

UNEXCAVATED

EXIT ACCESS - RE: G-003 FOR

CONTINUATION AND LENGTH

E N

D O

F C

O M

M O

N

P A

T H

O F

E G

R E

S S

CODE PLAN LEGEND

FIRE EXTINGUISHER CABINET

FIRE EXTINGUISHER RATING 2-A

FIRE DOOR ASSEMBLY RATINGFR

FACP

FS

FIRE ALARM STATION,

MANUAL PULL

FIRE ALARM CONTROL PANEL

FAAP FIRE ALARM ANNUNCIATOR PANEL

EXIT SIGN,

CEILING MOUNTED

WITH DIRECTIONAL ARROW

FEC

FIRE DEPARTMENT CONNECTION

TWO-WAY SIAMESE

2-HOUR FIRE BARRIER

COMMON PATH OF EGRESS TRAVEL

AND/OR EXIT ACCESS TRAVEL DISTANCE

Clear exit width provided Capacity factor per IBC Sect. 1005.3.2 Required exit capacity Occupant load at exit

REQUIRED EXIT WITH OCCUPANT LOADOccupant load served

EGRESS DOOR TAG

40" 0.2

CODE ANALYSIS

GOVERNING REGULATIONS:

CODES UTILIZED EDITION

NFPA 101 LIFE SAFETY CODE 2018

NFPA 1 FIRE CODE 2018

NFPA 13 INSTALLATION OF SPRINKLER SYSTEMS 2019

NFPA 70 NATIONAL ELECTRIC CODE 2020

NFPA 72 NATIONAL FIRE ALARM AND 2019

SIGNALING CODE

NFPA 90A INSTALLATION OF AIR-CONDITIONING 2021

AND VENTILATING SYSTEMS

NFPA 110 EMERGENCY AND STANDBY 2019

POWER SYSTEMS

NFPA 780 LIGHTING PROTECTION 2020

OCCUPATIONAL HEALTH AND SAFETY ADMINISTRATION (OSHA) STANDARDS

INTERNATIONAL PLUMBING CODE 2015

ARCHITECTURAL BARRIERS ACT (ABA) ACCESSIBILITY STANDARDS

VA BARRIER FREE DESIGN GUIDE (PG-18-13)

VA DESIGN MANUALS - FROM THE VA TECHNICAL INFORMATION LIBRARY (TIL)

JURISDICTION

DEPARTMENT OF VERTERANS AFFAIRS (VA)

JOINT COMMISSION ON THE ACCREDITATION OF HEALTHCARE ORGANIZATIONS (JCAHO)

US DEPARTMENT OF HEALTH AND HUMAN SERVICES

USE AND OCCUPANCY:

OCCUPANCY CLASSIFICATION SECTION

EXISTING BUSINESS OCCUPANCY (REMODELED AREA) 6.1.11

NEW BUSINESS OCCUPANCY (ADDITION)

GENERAL BUILDING HEIGHTS AND AREAS:

BUILDING HEIGHT ALLOWABLE(ft) ACTUAL(ft) IBC TABLE 504.3

EXISTING: TYPE I (332) UNLIMITED 54 FT, 4 STORIES

NEW: TYPE 1 (322) UNLIMITED 10 FT, 1 STORY

NEW: TYPE II (000) 75 FT, 4 STORIES 18 FT, 1 STORY

BUILDING AREA ALLOWABLE(sf) ACTUAL(sf) IBC TABLE 506.2

EXISTING: TYPE I (332) UNLIMITED 32,407 SF

NEW: TYPE I (332) UNLIMITED 512 SF

TYPE II (000) 92,000 SF 9,083 SF

TYPE OF CONSTRUCTION:

CONSTRUCTION CLASSIFICATION NFPA 220

EXISTING: I(332) SPRINKLERED

NEW: II(000)* SPRINKLERED, NFPA 5000 - TABLE 7.2.1.1

*2-HOUR FIRE BARRIER WALL BETWEEN DIFFERENT CONSTRUCTION TYPES PER 8.2.1.3(1).

STRUCTURE FIRE RATING (HOURS): REQ'D I(322) EXISTING I(332)* REQ'D II(000) NEW II(000)

EXTERIOR BEARING WALLS 3 N/A 0 0

COLUMNS, BEAMS, GIRDERS 3 3 0 0

FLOOR/CEILING ASSEMBLIES 2 3 0 0

ROOF/CEILING ASSEMBLIES 1.5 3 0 0

INT NON-BEARING ASSEMBLIES 0 0 0 0

EXT NON-BEARING ASSEMBLIES 0 0 0 0

*INFORMATION ON EXISTING STRUCTURAL DESIGN AND CONCRETE TAKEN FROM LIFE-SAFETY DRAWINGS

DATED 05/18/2015

FIRE AND SMOKE PROTECTION:

FIRE BARRIERS SECTION

EXITS 1 HOUR (CONNECTS 3 OR FEWER STORIES) 7.1.3.2.1 (1)

2 HOUR PROVIDED TO MAINTAIN CONTINUITY W/ EXISTING

SMOKE BARRIERS SECTION

SUBDIVISION OF BUILDING SPACE - NOT REQUIRED 38.3.7

(SMOKE COMPARTMENT) 39.3.7

PENETRATIONS SECTION

THROUGH FIRE-RESISTANCE RATED ASEMBLIES 8.3.4

FIRE-RESISTANT JOINT SYSTEMS SECTION

AT FIRE-RESISTANCE RATED ASSEMBLIES 8.3.5

OPENING PROTECTIVES FIRE-RESISTANCE RATING (HR) SECTION

FIRE DOOR ASSEMBLIES FIRE BARRIER (2HR) = 90 MIN. TABLE 8.3.3.2.2

FIRE WINDOW ASSEMBLIES FIRE BARRIER (2HR) = NP TABLE 8.3.3.2.2

DOOR VISION PANEL MAX SIZE FIRE BARRIER (2HR) = MAX. SIZE TESTED TABLE 8.3.3.2.2

MIN. SIDELIGHT/TRANSOM FIRE BARRIER (2HR) = NP TABLE 8.3.3.2.2

INTERIOR FINISHES:

INTERIOR WALL AND CEILING FINISH REQUIREMENTS

OCCUPANCY CONDITION CLASS SECTION

BUSINESS INT. WALL AND CEILING A OR B 38.3.3.2.1

IN EXITS AND EXIT ACCESS CORRIDORS

INT. WALL AND CEILING (OTHER AREAS) A, B, OR C 38.3.3.2.2

FLOOR FINISH CLASS I OR II 38.3.3.3.2

NO REQ. 39.3.3.3

FIRE PROTECTION SYSTEMS:

AUTOMATIC SPRINKLER SYSTEMS

AUTOMATIC SPRINKLER SYSTEM PROVIDED THROUGHOUT

PORTABLE FIRE EXTINGUISHERS NFPA 10

FIRE EXTINGUISHERS FOR CLASS 'A' FIRE HAZARDS - LIGHT HAZARD OCCUPANCY

EXTINGHISHER RATING: TABLE 6.2.1.1

MINIMUM RATING: 2-A

MAX. FLOOR AREA / UNIT OF 'A': 3000 SF

MAX. FLOOR AREA / EXTINGUISHER: 11,250 SF

MAX. TRAVEL DIST. TO EXTINGUISHER: 75 FT

FIRE ALARM AND DETECTION SYSTEMS

AUTOMATIC ACTIVATION WITH SPRINKLER SYSTEM, SMOKE DETECTORS AND DUCT DETECTORS

MANUAL ACTIVATION WITH PULL STATIONS

MEANS OF EGRESS:

OCCUPANT LOAD TABLE 7.3.1.2

LOWER LEVEL:

BUSINESS: 48 OCCUPANTS(150 SF GROSS)

BASEMENT OCCUPANT LOAD 48 OCCUPANTS

FIRST FLOOR:

BUSINESS 187 OCCUPANTS (150 SF GROSS)

COLLABORATION OCCUPANCY 9 OCCUPANTS (30 SF GROSS)

ASSEMBLY OCCUPANCY 109 OCCUPANTS (15 SF GROSS)

FIRST FLOOR OCCUPANT LOAD 434 OCCUPANTS

COURTYARD (ASSEMBLY): 140 OCCUPANTS (15SF GROSS)

EGRESS WIDTH TABLE 7.3.3.1

EGRESS WIDTH PER OCCUPANT SERVED: 0.2 LEVEL COMPONENTS AND RAMPS

0.3 STAIRWAYS

COMMON PATH

OF EGRESS TRAVEL ALLOWABLE (FT) ACTUAL (FT) SECTION

BUSINESS 100 FT 58'-0" FIRST FLOOR 38.2.5.3.1 / 39.2.5.3.1

285'-4" BASEMENT (EXIST. NON-COMPLIANT)

EXIT ACCESS TRAVEL DISTANCE

OCCUPANCY ALLOWABLE (FT) ACTUAL(FT) SECTION

EXISTING BUSINESS 300 FT 271'-6" FT 38.2.6.3 / 39.2.6.3

CORRIDOR FIRE-RESISTANCE RATING

OCCUPANCY REQUIRED RESISTANCE RATING SECTION

BUSINESS NOT REQUIRED 38.3.6.1(3) / 39.3.6

MINIMUM CORRIDOR WIDTH

OCCUPANCY WIDTH (MINIMUM) ACTUAL SECTION

BUSINESS 44 INCHES 60 INCHES 38.2.3.2 / 39.2.3.2

DEAD ENDS

OCCUPANCY LENGTH (MAXIMUM) SECTION

BUSINESS 50 FT 38.2.5.2.1 / 39.2.5.2

PLUMBING SYSTEMS:

MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES

GROUP B OCCUPANCY REQUIRED PROVIDED TABLE

WATER CLOSETS MALE/FEMALE 7 MALE / 7 FEMALE 2902.1

1 PER 25 FOR THE 1 UNISEX

FIRST 50, THEN 1

PER 50

REQ'D: 6 MALE / 6 FEMALE

LAVATORIES MALE/FEMALE 7 MALE / 7 FEMALE 2902.1

1 PER 40 FOR THE 1 UNISEX

FIRST 80, THEN 1

PER 80

REQ'D: 5 MALE / 5 FEMALE

DRINKING FOUNTAINS 1 PER 100 4 DF PROVIDED 2902.1

REQ'D: 5 WATER AVAILABLE AT

STAFF LOUNGES

OTHER 1 SERVICE SINK 3 PROVIDED 2902.1

PROJECT INFORMATION:

REMODEL LOWER LEVEL AND FIRST FLOOR, AND CONSTRUCT 1-STORY ADDITION.

COLMERY-O'NEIL VA MEDICAL CENTER - BUILDING 2

TOPEKA, KANSAS

VA PROJECT NUMBER: 589-501

TYPE OF CONSTRUCTION (CONT):

FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON NFPA 5000

FIRE SEPARATION DISTANCE TABLE 7.3.2.1

FIRE SEPARATION DISTANCE X (feet) BUSINESS OCCUPANCY

0 TO 5 1 HOUR

>5 TO ≤10 1 HOUR

>10 TO ≤ 30 0 HOUR

>30 0 HOUR

HATCH LEGEND

NEW ADDITION/LOBBY IN CENTER PORTION OF EXISTING BUILDING

AREA NOT IN SCOPE

Drawing Title

Approved: Associate Director

Project Title

Date

Location

Checked

Building Number

Project Number:

Drawing Number

Drawn

CONSULTANTS: ARCHITECT/ENGINEERS:

o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F 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

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Veterans Health

Administration Approved: Chief of Staff

Approved: Infection Control

Approved: Chief Engineer

Approved: Safety Officer

Approved: Chief, Police & Security

GLMV Architecture Architect 1525 E. Douglas, Wichita, KS 67211

Phone: 316-265-9367 www.glmv.com

Professional Engineering Consultants (PEC) MEP Engineers 623 Massachusetts Street, Suite 200, Lawrence, KS 66044

Phone: 785-842-6464 www.pec1.com

Atriax, pllc 703 Main Avenue SW, Hickory, NC 28602 PO Box 1629, Hickory, NC 28603

Phone: 828-315-9962 www.atriaxgroup.com

ISSUED FOR BID

/2

/2

:5

:1

P

M A u to d e s k D o c s /1

.2

A tr ia x T o p e k a

V A

M e n ta l H e a lt h C lin ic

(M o d

.2

A

A tr ia x

T o p e k a V

A M e n ta l H e a lt h C lin ic

(M O

D

V

.r v t

G-002

CODE FLOOR PLAN - BASEMENT Outpatient Mental Health Clinic

Colmery-O'Neil VAMC Topeka, KS

589-501

03/29/24 FAB LD

0 10' 20'5'3/32" = 1'-0"A

BASEMENT CODE PLAN

N

SHEET TO BE PRINTED IN COLOR

S H

E E

T T

O B

E P

R

IN

T E

D I N

C O

L O

R

DN

DN

DN

DN

P. TLT.

A128

P. TLT.

A129 373 SF

SUD GROUP

THERAPY

C136

SUD OFFICE

C134

SUD OFFICE

C133

S. TLT.

C131

S. TLT.

C130

P. TLT.

C126

P. TLT.

C125

STOR.

C127

CAROTAS

C128

269 SF

STAFF LOUNGE

C129

MSA

A103

CHILDREN'S

WAITING

A104

P. TLT.

A105

ALCOVE

A106

VESTIBULE

A100

DRINKING

FOUNTAIN

A130

STOR.

C132

ELEC

C135

VESTIBULE

A102

HALL

A131

HOLD

D101

CONSULT

D102

BHIP OFFICE

D103

BHIP OFFICE

D104

BHIP OFFICE

D105

BHIP OFFICE

D106

IT

D107

CWT OFFICE

D108

VESTIBULE

D109

P. TLT.

D110

P. TLT.

D111

BHIP OFFICE

D112

STAFF WORK

D113

535 SF

CONF / CLASS

D114

BHIP OFFICE

D115

BHIP OFFICE

D116

BHIP OFFICE

D117

BHIP OFFICE

D118

BHIP OFFICE

D119

BHIP OFFICE

D120

BHIP OFFICE

D121

BHIP OFFICE

D122

BHIP OFFICE

D123

BHIP OFFICE

D124

BHIP OFFICE

D125

BHIP OFFICE

D126

BHIP OFFICE

D127

BHIP OFFICE

D128

BHIP OFFICE

D129

BHIP OFFICE

D130

646 SF

CONF

D131

BHIP OFFICE

D132

BHIP OFFICE

D133

BHIP OFFICE

D134

2089 SF

COURTYARD

D135

CORRIDOR

1CDR7

CORRIDOR

1CDR10

CORRIDOR

1CDR11

HALL

D136

ELEC

D137

ASSEMBLY OCCUPANT LOAD

(554 SF / 15 SF = 37 OCC.)

ASSEMBLY OCCUPANT LOAD

(373 SF / 15 SF = 25 OCC.)

COLLABORATION OCCUPANT LOAD

(269 SF / 30 SF = 9 OCC.)

ASSEMBLY OCCUPANT LOAD

(557 SF / 15 SF = 38 OCC.)

ASSEMBLY OCCUPANT LOAD

(686 SF / 15 SF = 46 OCC.)

ASSEMBLY OCCUPANT LOAD

(2095 SF / 15 SF = 140 OCC.)

LOBBY

A101

COMMON PATH OF EGRESS = 45'-6"

MAX = 100'-0"

EXIT ACCESS = 135'-0"

MAX = 300'-0"

EXIT ACCESS = 149'-11"

MAX = 300'-0"

EXIT ACCESS = 285'-4" (CONT. FROM BSMT.)

MAX = 300'-0"

FEC

FEC

FEC

FEC

FEC

FEC

FEC

FARA

FAAP

FS

FS

FS

FS

FS FS

40" 0.2

68" 0.2

HSK

D138

60" 0.2

68" 0.2

S. TLT.

C130

STAFF PSYCH

A248

STAFF PSYCH OFFICE

A246

STAFF PSYCH OFFICE

A245

PSYCH NURSE

PRACTITIONER

A247

STAFF NURSE

A249

NURSE

PRACTITIONER

A250

STAFF SOCIAL

WORKER

A243

STAFF NURSE

A244

LOUNGE

A251

RR

A267

SOCIAL WORKER

A252

PSYCH NURSE

PRACT

A253

PSYCHIATRY RES.

A254

STAFF NURSE

A224

STAFF PSYCH

A237

STAFF NURSE

A238

SOCIAL WORKER

A239

CLINICAL PSYCH

A240

STAIR 2

A241

SUPPLY ROOM

A266

HOUSEKEEPING

A265

STAFF PSYCH

A236

STAFF NURSE

A235

SOCIAL WORKER

A234

STAFF NURSE

A233

MEN

A231

RR

A232

ELECTRICAL

A263

WOMEN

A230

ELECTRICAL

A264

WORK RM

A228

STAFF PSYCH

A256

NURSE

PRACTITIONER

A259

STAFF PSYCH

A257

NURSE

PRACTITIONER

A258

STAFF NURSE

A227

SOCIAL WORKER

A226

SOCIAL WORKER

A225

WAITING AREA

A255

RECEPTION

A268

EMS STORAGE (N.I.C.)

A279

CORRIDOR

A275

ELEVATOR #6

A276

LOADING DOCK

A294

ENGINEERING (N.I.C.)

A293

STAFF

PSYCHOLOGIST

A292

STAFF

PSYCHOLOGIST

A291

OFFICE

A290

STAFF RESTROOM

A295

MEDICAL MEDIA

A289

PHOTO STUDIO

/PRINT

A288

CCTV CONTROL

ROOM

A287

UNIVERSAL WASTE

A286

STAFF ONLY RR

A285 LOUNGE

A284

MEN

A283

OFFICE

A282

OFFICE

A281

PHARMACIST

A316

PHARMACIST

A315

BEHAVIORAL HEALTH

STAFF

A314

ELECTRICAL

A313

WOMEN

A312

SUPERVISOR

A317

ADDICTION

THERAPIST

A318

NURSE MANAGER

A319

SUICIDE PREVENTION

CASE MANAGER

A320

SUICIDE PREVENTION

COORDINATOR

A321

LOCAL RECOVERY

COORDINATOR

A322

CLINICAL PSYCH

A323

STAFF PSYCH

A324

HALL

A308

PSYCH SUPPLY

A310

HOUSEKEEPING

A311

WORK ROOM

A305

CLINICAL

OPERATIONS

SUPPORT

A304

MANAGEMENT

ANALYST

A303

ASSO. MANAGER

A302

BEHAVIORAL HEALTH

SERVICE

A301

NURSE MANAGER

A300

SERVICE LINE

MANAGER

A299

SECRETARY OFFICE

A297

MEN

A296

40" 0.2

40" 0.2

43 25

COMMON PATH OF EGRESS = 29'-1"

MAX = 100'-0"

.2 40"

.2

40"

CODE PLAN LEGEND

FIRE EXTINGUISHER CABINET

FIRE EXTINGUISHER RATING 2-A

FIRE DOOR ASSEMBLY RATINGFR

FACP

FS

FIRE ALARM STATION,

MANUAL PULL

FIRE ALARM CONTROL PANEL

FAAP FIRE ALARM ANNUNCIATOR PANEL

EXIT SIGN,

CEILING MOUNTED

WITH DIRECTIONAL ARROW

FEC

FIRE DEPARTMENT CONNECTION

TWO-WAY SIAMESE

2-HOUR FIRE BARRIER

COMMON PATH OF EGRESS TRAVEL

AND/OR EXIT ACCESS TRAVEL DISTANCE

Clear exit width provided Capacity factor per IBC Sect. 1005.3.2 Required exit capacity Occupant load at exit

REQUIRED EXIT WITH OCCUPANT LOADOccupant load served

EGRESS DOOR TAG

40" 0.2

HATCH LEGEND

NEW ADDITION/LOBBY IN CENTER PORTION OF EXISTING BUILDING

AREA NOT IN SCOPE

Drawing Title

Approved: Associate Director

Project Title

Date

Location

Checked

Building Number

Project Number:

Drawing Number

Drawn

CONSULTANTS: ARCHITECT/ENGINEERS:

o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F 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

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Veterans Health

Administration Approved: Chief of Staff

Approved: Infection Control

Approved: Chief Engineer

Approved: Safety Officer

Approved: Chief, Police & Security

GLMV Architecture Architect 1525 E. Douglas, Wichita, KS 67211

Phone: 316-265-9367 www.glmv.com

Professional Engineering Consultants (PEC) MEP Engineers 623 Massachusetts Street, Suite 200, Lawrence, KS 66044

Phone: 785-842-6464 www.pec1.com

Atriax, pllc 703 Main Avenue SW, Hickory, NC 28602 PO Box 1629, Hickory, NC 28603

Phone: 828-315-9962 www.atriaxgroup.com

ISSUED FOR BID

/2

/2

:5

:1

P

M A u to d e s k D o c s /1

.2

A tr ia x T o p e k a

V A

M e n ta l H e a lt h C lin ic

(M o d

.2

A

A tr ia x

T o p e k a V

A M e n ta l H e a lt h C lin ic

(M O

D

V

.r v t

G-003

CODE FLOOR PLAN - FIRST FLOOR Outpatient Mental Health Clinic

Colmery-O'Neil VAMC Topeka, KS

589-501

03/29/24 FAB LD

0 10' 20'5'3/32" = 1'-0"A

FIRST FLOOR CODE PLAN

N

SHEET TO BE PRINTED IN COLOR

S H

E E

T T

O B

E P

R

IN

T E

D I N

C O

L O

R

VENT GRATE

CP-106

947.77

CP 106

CP-108

INFORMATION

STOP

LP

942.49

LP

E

LP

940.90

LP

CROSS WALK

E

1" BUSH

(TYP. OF 3)

RI

VE

R

RO

CK

RI

VE

R

RO

CK

RI

VE

R

RO

CK

WV (TOP

NUT=940.78)

2" SAPLING

2" SAPLING

LP

943.50

LP

2" SAPLING

2" SAPLINGLP

942.33

LP

2" SAPLING

INFORMATION

PARKING

LP

941.36

LP

ELX

941.19

ELX

CROSS WALK

20" OAK

26" OAK

26" OAK

26" OAK

GRASS

GRASS

GRASS

GRASS

HORSESHOE PIN

HORSESHOE PIN

ELX

943.88

ELX

LP

CO

NC

RE

TE

CO

NC

RE

TE

CO

NC

RE

TE

LP

947.78

LP

HANDICAPPED

PARKING

HANDICAPPED

PARKING

HANDICAPPED

PARKING

MOTORCYCLE

PARKING ONLY

E

CO

CO

ASPHALT

ASPHALT

4" STEEL POST

946.58

4" STEEL POST

FFE=947.30

50" OPENING

FIRE

INDICATOR

VALVE

ELX

943.31

ELXWV (TOP NUT=940.58)

E

WV (TOP NUT=940.66)

PARKING

ASPHALT

ASPHALT

ASPHALT ASPHALT

DO NOT

ENTER

CROSS WALK

LP

946.66

LP

LP

946.39

LP

BBQ GRILL

BBQ GRILL

947.40

BBQ GRILL

BASKETBALL GOAL

VOLLEYBALL

NET POST

VOLLEYBALL

NET POST

BBA=937.44

BBA=937.48

SMALL AC

UNIT AT BBA

BWW=947.19

BBA=945.09

BWW=946.58

BBA=940.8

LP

948.71

LP

BOR P-1

946.68

BOR P-1BWW=943.21

BBA=940.74

BOR B-3

947.76

BOR B-3

BOR B-1

949.80

BOR B-1

BOR B-2

947.54

BOR B-2

BWW=947.05

BWW=944.42

BOR P-2

946.60

BOR P-2

BWW=944.03

BBA=940.28

BWW=946.22

FFE=950.51

66" OPENING

SPIGOT

18" MAPLE

LP

947.63

LP

31" SYCAMORE

40" OAK

SPIGOT

FFE=950.50

50" OPENING

CONCRETE

CONCRETE4"X4" STEEL PILLAR (TYP. OF 6)

RD

RD

ELR

(CAPPED)

FFE=948.02

50" OPENING

LP

944.30

LP

RI

VE

R

RO

CK 1" SAPLING

E

E

EMH

SIGNAL

20" OAK

20" OAK

30" OAK

FDC 2-B

SPIGOT

1" BUSH (TYP. OF 3)

RIVER ROCK

1" BUSH (TYP. OF 11)

32" OAK

32" OAK

CO

CO

1" BUSH (TYP. OF 4)

20" OAK

2" SAPLING

LP

944.90

LP

LP

945.97

LP

RI

VE

R

RO

CK

CROSS WALK

LP

947.38

LP

E

LP

948.21

LP

35" OAK

30" OAK

35" OAK

15" DECIDUOUS

18" PINE

1" BUSH (TYP. OF 15)

2" BUSH (TYP. OF 3)

CO

RD

RD

FFE=950.50

40" OPENING

SPIGOT

CO

LP

949.12

LP

LP

950.23

LP

1" BUSH

(TYP. OF 6)

STREET

RD A RD C LP

947.32

LP

LP

946.98

LP

ONE WAY

NO PARKING

HANDICAPPED

PARKING (TYP. OF 8)

LP

948.93

LP

LP

948.08

LP

LP

946.46

LP

NO

PARKING

LP

946.30

LP

LP

946.49

LP

FFE=950.47

45" OPENING

CO

1" BUSH (TYP. OF 16)

1" BUSH (TYP. OF 2)

2" BUSH

(TYP. OF 5)

SPIGOT

36" OAK DEDICATION

PLAQUE

DEDICATION

PLAQUE

SPIGOT

36" OAK

CO

1" BUSH (TYP. OF 5)

1" BUSH

RIVER ROCK

FDC

1" BUSH (TYP. OF 2)

CO

LP

946.38

LP

COCO

LP

946.71

LP

FFE=950.42

50" OPENING

FFE=950.42

66" OPENING

FFE=950.45

66" OPENING

FFE=950.46

50" OPENING

SPIGOT

SPIGOT

U E

U E U E U E U E

U E U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E U E

U E

U E U E U E U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E U E U E U E U E U E U E U E

U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E

U E U E U E U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT UT UT UT UT UT UT UT UT UT UT UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT UT UT UT UT UT UT UT UT UT UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

W W W W W W W W W W W W W W W W

W

W

W

W

W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W W W W

W

W W W W W W W

W

W

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E U E U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E U E U E U E U E U E U E U E U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E U

E U

E U

E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E U

E U

E U

E

U E

U E

U E

U E

U E

U E U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E U E U E U E U E U E U E U E U E U E

U E

U E

U E

BWW=947.98

BWW=946.27

BWW=945.14

BBA=940.94

BWW=947.76

BWW=947.92

T

ST

AN

DA

RD

C &G

ST

AN

DA

RD

C &G

STANDARD C&G

STANDARD C&G

STANDARD C&G

ST

AN

DA

RD

C &G

ST

AN

DA

RD

C &G

ST

AN

DA

RD

C &G

ST

AN

DA

RD

C &G

STANDARD C&G

STANDARD C&G

ST

AN

DA

RD

C &G

ST

AN

DA

RD

C &G

STANDARD C&G

ST

AN

DA

RD

C &G

ST

AN

DA

RD

C &G

BUILDING 2

"C" ROAD (ASPHALT)

AS

PH

AL

T

"A " R

OA

D

(A

SP

HA

LT

"D" ROAD (ASPHALT)

CO

NC

RE

TE

CONCRETE

4' DUCT

4'

DU

CT

4' DUCT

ELECTRICAL

CONDUIT

4' DUCT

4' DUCT

4'

DU

CT

4' DUCT

4' DUCT

4'

DU

CT

4'

DU

CT

4'

DU

CT

ASPHALT

AS

PH

AL

T

CONCRETE

CONCRETE

CONCRETE

UNDERGROUND ELECTRICUNDERGROUND ELECTRIC

CONCRETE

CONCRETE

CONCRETE

CONCRETE

CONCRETE

CO

NC

RE

TECONCRETE

CONC

CONCRETE

CONCRETE

CONCRETE

CONCRETE

CONCRETE

CONCRETE

U E

CONCRETE

CONCRETE

CONCRETE

CONCRETE

CONCRETE

CONCRETE

CONCRETE

CONC

CONCRETE

CONCRETE

CONCRETE

CONCRETE

CONCRETE

CONC

CONCRETE

CONCRETE

CONCRETE

CONCRETE

CO

NC

RE

TE

CONCRETE

CONCRETE

CONCRETE

CONC

CONCRETE

CONCRETE

CONCRETE

CONCRETE

CONCRETE

CONC

CONCRETE

CONC

CONCRETE

CONCRETE (TYP. OF 2)

CONC

CONC

CONC

CONC

CONCRETE

CONC

CONC

CONCRETE

CONCRETE

CO

NC

RE

TE

CO

NC

RE

TE

CO

NC

CONCRETE

CONCRETE

CONC

CONCRETE

CO

NC

RE

TE

CONC

CONCRETE

CONC

SANDSAND

HORSESHOE STOP (TYP. OF 4) FENCE

UNKNOWN UTILITY

UNKNOWN UTILITY

RAM

P

VENT GRATEVENT GRATE

GRATE

VENT GRATE

GRATE

LIGHT POLE BASE

LIGHT

POLE

BASE

GRATE

GRATE

STONE TILE

HANDHOLE

J-BOX

GRATE

VE

NT

G

RA

TE

VENT GRATE

CANOPY

ELECTRIC BOX

PAVEMENT

MARKING

(TYP.)

PAVEMENT MARKING (TYP.)

PAVEMENT MARKING (TYP.)

PAVEMENT MARKING (TYP.)

PAVEMENT MARKING (TYP.)

VOLLEYBALL NET

GRATE

LIGHT

POLE

BASE

LIGHT

POLE

BASE

BR

OK

EN

C

UR

B

LIGHT

POLE

BASE

HANDHOLE

GRATE

VENT GRATE

STONE TILECOLUMN

COLUMN

COLUMN

COLUMN

CA

NO

PY

STONE TILE

STONE TILE

STONE TILE

FFE=950.51

STONE TILE

VE

NT

G

RA

TE

VENT GRATE

GRATE

GRATE

GRA

TE

VENT GRATE

GRATE

LA

ND

SC

AP

E E

DG

E

GRATE

BUILDING 1 SIGN

J-BOXBUILDING

2 SIGN

CONC

SIGN FOR LOT 6

TACTILE INSERT

RETAINING WALL

RE

TA

INI

NG

W

AL

L

RE

TA

INI

NG

W

AL

L

RETAINING WALL

BRICK SIDEWALK

CO

NC

RE

TE

S

ID

EW

AL

K

CONCRETE SIDEWALK

CO

NC

RE

TE

S

ID

EW

AL

K

CO

NC

RE

TE

S

ID

EW

AL

K

CO

NC

RE

TE

SI

DE

WAL

K

CO

NC

RE

TE

S

ID

EW

AL

K

CO

NC

RE

TE

S

ID

EW

AL

K

CO

NC

RE

TE

S

ID

EW

AL

K

" D

UC

TB

AN

K

" D

UC

TB

AN

K

" D

UC

TB

AN

K

" D

UC

TB

AN

K

" D

UC

TB

AN

K

" D

UC

TB

AN

K

36" DUCTBANK

36" DUCTBANK

36" DUCTBANK

36" DUCTBANK

36" DUCTBANK

36" DUCTBANK

7 94

U E

U E

U E

U E

U E

U E U E U E U E

J-BOX

HANDHOLE

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

"A " R

OA

D

(A

SP

HA

LT

U E

U E

U E

U EU E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

O E

X X

W

UT

G

UNDERGROUND ELECTRIC LINE

OVERHEAD ELECTRIC LINE

ROAD CENTERLINE

STORM SEWER PIPE

FENCE

WATER LINE

SANITARY SEWER PIPE

BUILDING LINE

UNDG. TELEPHONE LINE

UNDG. GAS LINE

LP

ELR

ELX

E

H

P

SD

GP

POST

Sign

FH

WV

CO

SS

T

BM387

IRP

CP389

SCR Section

SECTION CORNER

HORIZONTAL CONTROL POINT

PROPERTY IRON

BENCH MARK

TELEPHONE MANHOLE

SANITARY SEWER MANHOLE

CLEANOUT

WATER VALVE

FIRE HYDRANT

SIGN

GUARD POST

GATE POST

STORM DRAIN MANHOLE

ELECTRICAL TRANSFORMER

ELECTRICAL PULLBOX

ELECTRICAL HANDHOLE

ELECTRICAL MANHOLE

ELECTRICAL BOX

ELECTRICAL RISER

ELECTRICAL POWER/TRANSMISSION POLE

ELECTRICAL LIGHT POLE

LEGEND

REINFORCED CONCRETE PIPERCP

CORRUGATED METAL PIPECMP

POLYVINYL CHLORIDE PIPEPVC

STORM WATER AREA INLETSDA

STORM WATER CURB INLETSDC

CURB AND GUTTER C&G

FLOW LINE FL

FINISH FLOOR ELEVATIONFFE

OVERHEAD OH

SANITARY SEWER MANHOLESSM

MAJOR CONTOUR

MINOR CONTOUR ELEV

ELEV

LOT LINE

SETBACK LINE

EASEMENT LINE

RIGHT OF WAY LINE

DECIDUOUS TREE

CONIFEROUS TREE

POLYETHELENE PE

* ALL ITEMS IN SURVEY ARE DEPICTED IN THE

LEGEND, NOT ALL ITEMS IN THE LEGEND ARE

DEPICTED IN THE SURVEY.

BOR

SDC

SDA

NOT TO SCALE N.T.S.

STORM DRAIN AREA INLET

STORM DRAIN CURB INLET

BORING HOLE

HIGH-DENSITY POLYETHYLENE PIPEHDPE

CAST IRON PIPE CIP

DUCTILE IRON PIPE DIP

VITRIFIED CLAY PIPE VCP

RIGHT OF WAY R/W

BOOK BK

PAGE PG

CENTERLINE CL

RECORDINFORMATION SHOWN (LOCATION,

SIZE, MATERIAL, ETC.) IS FROM

RECORD DOCUMENTS. THIS

INFORMATION WAS NOT PHYSICALLY

MARKED OR LOCATED ON SITE

BOTTOM OF BUILDING ACCESSBBA

BOTTOM OF WINDOW WELLBWW

ROOF DRAIN RD

ELECTRIC MANHOLE EMH

FIRE DEPARTMENT CONNECTIONFDC

CONCRETE CONC

ELECTRICAL BOX ELX

ELECTRICAL JUNCTION BOXJ-BOX

HORIZONTAL DATUM/COORDINATE SYSTEM: NAD 83 (2011) KANSAS NORTH ZONE

PROJECT COORDINATE SYSTEM: (GRID) ON DESCRIBED COORDINATE SYSTEM

DISTANCE UNITS: US SURVEY FEET

HORIZONTAL CONTROL POINTS

CP-105

N: 259678.7431 E: 1959017.3445

1/2" REBAR IN THE SOUTHEAST QUADRANT OF ROAD "A" AND ROAD "O"

1. 2.5' S TO THE NORTHEAST CORNER OF THE SLAB FOUNDATION FOR A CAMPUS DIRECTIONS SIGN.

2. 3.0' N TO THE BACK OF CURB.

3. 36.0' WNW TO THE CENTER OF THE INTERSECTION OF ROAD "A" AND ROAD "O"

CP-106

N: 260152.9909 E: 1958991.8846

1/2" REBAR IN THE SOUTHEAST QUADRANT OF ROAD "A" AND ROAD "C".

1. 12.4' WNW TO THE SOUTHEAST CORNER FOR THE FOUNDATION FOR THE BUILDING 2 SIGN.

2. 28.4' N TO THE BACK OF CURB.

3. 19.9' S TO THE NORTHERN EDGE OF A SIDEWALK HEADED SOUTHEAST TO NORTHWEST.

CP-107

N: 260167.7537 E: 1959389.9762

1/2" REBAR SET IN AN ALLEY ON THE NORTHEAST SIDE OF BUILDING 2.

1. 2.2' W TO THE EAST EDGE OF A SIDEWALK.

2. 14.5' NE TO THE CORNER OF A STACKED STONE WALL.

3. 42.1' NW TO THE CENTERLINE OF ROAD "C" AT THE INTERSECTION OF PARKING DRIVE TO SOUTH.

CP-108

N: 259685.6147 E: 1959294.9882

1/2" REBAR SET ON THE SOUTH EDGE OF DRIVE TO LOT 8.

1. 2.5' W TO THE NORTHEAST CORNER OF THE FOUNDATION SLAB FOR THE SIGN FOR LOT 8.

2. 2.4' N TO THE BACK OF CURB.

3. 9.8' E TO THE WEST EDGE OF A SIDEWALK WITH STAIRS.

BENCH MARKS

BM-A

CHISELED SQUARE ON THE NORTH SIDE OF THE SECOND LIGHT POLE EAST FROM ROAD "A" ON THE SOUTH SIDE OF ROAD "O"

EL= 943.43

BM-B

CHISELED SQUARE ON THE NORTHWEST CORNER OF CONCRETE SLAB FOR UNDER GROUND UTILITIES ALONG THE NORTH SIDE OF ROAD "C"

EL= 946.36

Drawing Title

Approved: Associate Director

Project Title

Date

Location

Checked

Building Number

Project Number:

Drawing Number

Drawn

CONSULTANTS: ARCHITECT/ENGINEERS:

Dwg. of o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F 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…