Drawings KC Physical Securities_Bid Docs-R-20260514.pdf

35TH ST

E lm w o o d

A v e

E m a n u e l C le a v e r I I B lv d

STRUCTURAL

CIVIL

ELECTRICAL

ARCHITECT

NAGEL Architects + Engineers 13890 Bishops Dr, suite 250 Brookfield, WI 53005 Phone: 262.641.0746 Contact:Greg Nagel E-mail: greg.nagel@nagel.us

DESIGNER LIST AND STAMPS

Calibre Engineering 9090 S Ridgeline Blvd. suite 105 Highlands Ranch, CO 80129 Phone: 303.339.6272 Contact:Ben Murphy E-mail: bmurphy@calibre-engineering.com

IMEG

1600 Baltimore, suite 300 Kansas City, MO 64108 Phone: 816.842.8437 Contact:Zach Brachtenbach E-mail: Zachary.M.Brachtenbach@imegcorp.com

Hohbach-Lewin, Inc.

909 Montgomery St, Suite 260 San Francisco, CA 94133 Phone: 415.610.5793 Contact:Andrew Arnold E-mail: aarnold@hohbach-lewin.com

Kansas City VAMC 4801 Linwood Blvd, Kansas City, MO, 64128

CONTACT:

Jamie Higdon

James.Higdon@va.gov

BUILDING 1 MAIN

BUILDING 26 VALOR

BUILDING 1 MRI

BUILDING 15 FREEDOM

BUILDING 6

BUILDING 6

FACILITIES & ENGINEERING

BUILDING 5

BUILDING 4

BUILDING 2

BUILDING 56

LIBERTY

B U

IL

D

IN

G

SHEET # SHEET NAME

00 - GENERAL - G

G001.1 COVER SHEET PHASE 1

G002 ARCHITECTURAL ABBREVIATIONS AND SYMBOLS

AS101 SITE PLAN

04 - CIVIL - C

GC001 CIVIL COVER SHEET

GC002 EXISTING CONDITIONS PLAN

CD100 CIVIL DEMOLITION PLAN

CS100 CIVIL SITE PLAN

CG100 EROSION CONTROL PLAN

CG200 CIVIL EROSION CONTROL DETAILS

CG201 CIVIL EROSION CONTROL DETAILS

CG202 CIVIL EROSION CONTROL DETAILS

CG203 CIVIL EROSION CONTROL DETAILS

CG204 CIVIL EROSION CONTROL DETAILS

07 - ARCHITECTURAL - A

A501 EXTERIOR DETAILS & GATE SCHEDULE

14 - ELECTRICAL - E

E000 ELECTRICAL COVERSHEET

ES101 LEVEL 01 SITE PLAN - ELECTRICAL

E400 ELECTRICAL DETAILS

E600 ELECTRICAL SCHEDULES

15 - TECHNOLOGY - T

TN000 TECHNOLOGY COVERSHEET

TN002 LEVEL 01 SITE PLAN - TECHNOLOGY

TN026 BUILDING 26 - LEVEL 01 FLOOR PLAN - TECHNOLOGY

TN400 TECHNOLOGY DETAILS & DIAGRAMS

TN600 TECHNOLOGY SCHEDULES

13890 bishops drive, suite 250 brookfield, wi 53005

DEPARTMENT OF VETERANS AFFAIRS

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

NAGEL A+E PROJECT NUMBER:VA PROJECT NUMBER:

Building Number

Drawing NumberLocation

Issue Date Checked Drawn

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Project NumberProject TitleDrawing Title Phase

NAGEL

project number:

n g l-fs

.a d

.n a g e l.

u s \c o m p a n y \P ro je c ts

\2

K a n s a s C it y C o rr e c t D e fi c ie n c ie s \4

D e s ig n D o c u m e n ts

\4

D

M o d e lin g \2

K

C P h y s ic a l

S e c u ri ti e s

C

U R

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.r v t

/1

/2

:3

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A

M

CORRECT DEFICIENCIES FROM PHYSICAL SECURITY STUDY

4801 LINWOOD BLVD, KANSAS CITY, MO, 64128

22011589-22-465

G001.1

COVER SHEET PHASE 1 CORRECT DEFICIENCIES FROM

PHYSICAL SECURITY STUDY

4801 LINWOOD BLVD, KANSAS CITY, MO, 64128

589-22-465

CAMPUS

07/19/2024 RF RB

BID DOCUMENTS

22011

SHEET INDEX

PROJECT SITE MAP

PROJECT LOCATION MAP STATION INFORMATION

NORTH

NORTH

Revisions: Date:

35% SCHEMATIC DESIGN 12/23/2022

65% DESIGN DEVELOPMENT 2/28/2023

95% CONSTRUCTION DOCUMENTS 5/19/2023

100% CONSTRUCTION DOCUMENTS 6/21/2023

100%R CONSTRUCTION DOCUMENTS 7/28/2023

100%R2 CONSTRUCTION DOCUMENTS 6/28/2024

BID DOCUMENTS 7/19/2024

Ryan Bourland Snapshot

Ryan Bourland Snapshot

Ryan Bourland Snapshot

NORTH ARROW

SECTION REFERENCE SYMBOL

ENLARGED AREA REFERENCE SYMBOL

DOOR TAG

REVISION TAG

COLUMN REFERENCE SYMBOL

A101

SIM

A101

SIM

NORTH

ARCHITECTURAL SYMBOLS___

111A

EQUIPMENT TAGX####

A101

SIM

DETAIL REFERENCE SYMBOL

AD101.1 MATCH LINE

AREA NOT IN CONTRACT

A

ALIGN FINISH SURFACES FLUSH

FINISH WOOD

CONCRETE MASONRY UNIT (CMU)

CONCRETE, CAST-IN-PLACE

CONCRETE, PRE-CAST

FILL - PER NOTE

INTERMITTENT BLOCKING

CONT. ROUGH FRAMING

STEEL

EARTH

RIGID INSULATION

BATT INSULATION

GYPSUM BOARD

MARBLE/GRANITE/STONE

TILE/TERRAZZO

GLASS

LARGE SCALE

SECTIONS

BRICK

PLYWOOD

MATERIAL

MATERIAL LEGEND_________

EARTH, COMPACT

ALUMINUM

FILL, POROUS

13890 bishops drive, suite 250 brookfield, wi 53005

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

NAGEL

project number:

n g l-fs

.a d

.n a g e l.

u s \c o m p a n y \P ro je c ts

\2

K a n s a s C it y C o rr e c t D e fi c ie n c ie s \4

D e s ig n D o c u m e n ts

\4

D

M o d e lin g \2

K

C P h y s ic a l

S e c u ri ti e s

C

U R

R E

N T

.r v t

/1

/2

:3

:4

A

M

G002

ARCHITECTURAL ABBREVIATIONS

AND SYMBOLS

CORRECT DEFICIENCIES FROM

PHYSICAL SECURITY STUDY

4801 LINWOOD BLVD, KANSAS CITY, MO, 64128

589-22-465

CAMPUS

07/19/2024 JH RF

BID DOCUMENTS

22011

A/C AIR CONDITIONING

AB ANCHOR BOLT

ABV ABOVE

AC ACOUSTICAL

ACC ACCESS

ACT ACOUSTICAL CEILING TILE

AD AREA DRAIN

ADA AMERICANS WITH DISABILITIES ACT

ADDL ADDITIONAL

ADH ADHESIVE

ADJ ADJUSTABLE, ADJACENT

AFF(A.F.F.) ABOVE FINISH FLOOR

AGG AGGREGATE

ALT ALTERNATE

ANC ANCHOR, ANCHORAGE

ANOD ANODIZED

AP ACCESS PANEL

APX APPROXIMATE

ARCH ARCHITECT(URAL)

ASB ASBESTOS

ASC ABOVE SUSPENDED CEILING

AUTO AUTOMATIC

B

B/O(B.O.) BOTTOM OF

BD BOARD

BELOW BEL

BET BETWEEN

BITUM BITUMINOUS

BLDG BUILDING

BLKG BLOCKING

BM BEAM

BOT BOTTOM

BRG BEARING

BRK BRICK

BS BOTH SIDES

BSMT BASEMENT

BUR BUILT-UP ROOFING

BVL BEVELED

BW BOTH WAYS

C

C-C CENTER TO CENTER

CAB CABINET

CALC CALCULATION

CB CATCH BASIN

CEM CEMENT

CFL COUNTER FLASH(ING)

CFT CUBIC FOOT

CHAM CHAMFER

CI CAST IRON

CIP CAST-IN-PLACE CONCRETE

CIR CIRCLE

CIRC CIRCUMFERENCE

CJ CONTROL JOINT

CK CAULK(ING)

CL CENTER LINE

CLG CEILING

CLR CLEAR

ARCHITECTURAL ABBREVIATIONS

CLS CLOSURE

CMU CONCRETE MASONRY UNIT

CO CLEAN OUT

COL COLUMN

COMB COMBINATION

COMPO COMPOSITION

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACT

COORD COORDINATE

COR CONTRACTING OFFICER'S

REPRESENTATIVE

CORR CORRIDOR

CPT CARPET

CRS COURSE(S)

CS COUNTERSINK

CSMT CASEMENT

CST CAST STONE

CT CERAMIC TILE

CTRL(S) CONTROL(S)

CYD CUBIC YARD

D

D DRAIN

DA DOUBLE ACTING

DEG DEGREE

DEMO DEMOLISH, DEMOLITION

DEP DEPRESSED

DEPT DEPARTMENT

DF DRINKING FOUNTAIN

DH DOUBLE HUNG

DIA DIAMETER

DIM DIMENSION

DL DEAD LOAD

DMT DEMOUNTABLE

DN DOWN

DP DAMP PROOFING

DPR DAMPER

DR DOOR

DRW DRYWALL

DS DOWNSPOUT

DT DRAIN TILE

DTL DETAIL

DW DUMBWAITER

DWG DRAWING

DWH DOMESTIC WATER HEATER

DWR DRAWER

E

E EAST

EA. EACH

EF EXHAUST FAN

EIFS EXTERIOR INSULATION & FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC

ELEV ELEVATOR

EMER EMERGENCY

ENCL ENCLOSE

EP ELECTRICAL PANELBOARD

EQ EQUAL

EQUIP EQUIPMENT

ESC ESCALATOR

ESMT EASEMENT

EST ESTIMATE

EWC ELECTRIC WATER COOLER

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

F

F/O FACE OF

FAS FASTEN(ER)

FBD FIBERBOARD

FBO FURNISHED BY OTHERS

FD FLOOR DRAIN

FDN FIRE DEPARTMENT

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FACTORY FINISH

FG FIBERGLASS

FIN FINISH(ED)

FLR FLOOR

FN FENCE

FOB FACE OF BRICK

FOC FACE OF CONCRETE

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF STUD

FPL FIREPLACE

FR FRAME(D)(ING)

FRA FRESH AIR

FRC FIRE-RESISTANT COATING

FRT FIRE-RETARDANT

FS FULL SIZE

FT FOOT

FTG FOOTING

FUR FURRED(ING)

FURN FURNITURE

FUT FUTURE

G

GA GAUGE

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACT(OR)

GCMU GLAZED CONC. MASONRY UNITS

GEN GENERAL

GF GROUND FACE

GKT GASKET(ED)

GL GLASS

GLU LAM GLUE LAMINATED

GOVT GOVERNMENT

GP GALVANIZED PIPE

GPL GYPSUM LATH

GPPL GYPSUM PLASTER

GPT GYPSUM TILE

GRN GRANITE

GS(S) GALVANIZED STEEL (SHEET)

GST GLAZED STRUCTURAL TILE

GT GROUT

GWB GYPSUM WALL BOARD

GYP GYPSUM

H

HB HOSE BIBB

HBD HARDBOARD

HC HANDICAPPED

HDR HEADER

HDWD HARDWOOD

HDWR HARDWARE

HGT HEIGHT

HJT HEAD JOINT

HM HOLLOW METAL

HORIZ HORIZONTAL

HR HOUR

HTG HEATING

HTR HEATER

HVAC HEAT, VENTILATION, & AIR CONDITIONING

HWH HOT WATER HEATER

I

ICRA INFECTION CONTROL RISK ASSESSMENT

ID INSIDE DIAMETER

IN INCH

INC INCLUDING

INSUL INSULATE(D)(ION)

INT INTERIOR

INV INVERT

J

JC JANITOR'S CLOSET

JT JOINT

K

KIT KITCHEN

KO KNOCKOUT

KP KICK PLATE

L

LAB LABORATORY

LAD LADDER

LAV LAVATORY

LB POUND

LB LAG BOLT

LBL LABEL

LH LEFT HAND

LL LIVE LOAD

LMS LIMESTONE

LP LIGHT PROOF

LPT LOW POINT

LT LIGHT

LTG LIGHTING

LTL LINTEL

LVR LOUVER

LW LIGHTWEIGHT

M

M.O. MASONRY OPENING

M.R. MOISTURE RESISTANT

MAS MASONRY

MAX MAXIMUM

MBR MEMBER

MC MEDICINE CABINET

MECH MECHANIC(AL)

MED MEDIUM

MEMB MEMBRANE

MET METAL

MEZZ MEZZANINE

MFR MANUFACTURER

MH MANHOLE

MIN MINUTE, MINIMUM

MIR MIRROR

MISC MISCELLANEOUS

MLD MO(U)LDING

MOD MODULAR

MOV MOVABLE

MT MOUNT(ED)(ING)

MTL MATERIAL

MULL MULLION

MWK MILLWORK

N

N NORTH

N/A NOT APPLICABLE

NAT NATURAL

NI NICKEL

NIC NOT IN CONTRACT

NO. NUMBER

NOM NOMINAL

NR NOISE REDUCTION

NTS NOT TO SCALE

O

OC ON CENTER

OD OUTSIDE DIAMETER

OFCI OWNER FURNISHED CONTRACTOR

INSTALLED

OPER OPERABLE

OPNG OPENING

OPP OPPOSITE

OPPHD OPPOSITE HAND

OVHD OVERHEAD

OWJ OPEN-WEB JOIST

P

P, PT PAINT

PAR PARALLEL

PB PANIC BAR

PBD PARTICLE BOARD

PCF POUNDS PER CUBIC FOOT

PED PEDESTAL

PERF PERFORATED

PERIM PERIMETER

PERM PERMANENT

PERP PERPENDICULAR

PFN PREFINISHED

PG PLATE GLASS

PKG PARKING

PL PROPERTY LINE

PL PLATE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLF POUNDS PER LINEAR FOOT

PNL PANEL

PR PAIR

PRCST PRECAST

PREFAB PREFABRICATED

PRELIM PRELIMINARY

PRF PREFORMED

PROJ PROJECT

PRT PROPERTY

PSC PRESTRESSED CONCRETE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PTC POST-TENSIONED CONCRETE

PTD PAPER TOWEL DISPENSER

PTN PARTITION

PTR PAPER TOWEL RECEPTACLE

PWD PLYWOOD

Q

QRT QUARRY TILE

QT QUARTZ TILE

QTY QUANTITY

R

RA RETURN AIR

RAD RADIUS

RB RUBBER BASE

RBT RABBET, REBATE

RC RESILIENT CHANNEL

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RE REINFORCE(D)(ING)

REF REFERENCE

REFR REFRIGERATOR

REG REGISTER

REINF REINFORCED

REM REMOVE

REQ'D REQUIRED

RESIL RESILIENT

REV REVISION

RFG ROOFING

RFH ROOF HATCH

RFL REFLECT(ED)(IVE)(OR)

RH RIGHT HAND

RM ROOM

RO ROUGH OPENING

ROW RIGHT OF WAY

RS RISER

RT RETURN

RWC RAINWATER CONDUCTOR

S

S SOUTH

SC SOLID CORE

SCHED SCHEDULE

SCN SCREEN

SD STORM DRAIN

SEC SECTION

SF SQUARE FEET

SFG SAFETY GLASS

SH SHELF, SHELVING

SHR SHEER

SHT SHEET

SHTG SHEATHING

SHV SHELVES

SI SQUARE INCHES

SIM SIMILAR

SL SLEEVE

SNT SEALANT

SP STANDPIPE

SP SOUNDPROOF

SPEC SPECIFICATION

SPK SPEAKER

SPKLR SPRINKLER

SPL SPECIAL

SQ SQUARE

SS STAINLESS STEEL

SSEW SANITARY SEWER

STA STATION

STC SOUND TRANSMISSION CLAS

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SUS SUSPENDED

SUSP SUSPENSION

SYM SYMMETRICAL, SYMMETRY

SYN SYNTHETIC

SYS SYSTEM

T

T&G TONGUE & GROOVE

T/O(T.O.) TOP OF

TB TOWEL BAR

TC TERRA COTTA

TEL TELEPHONE

TEMP TEMPORARY

THK THICKNESS

THR THRESHOLD

THRU THROUGH

TOL TOLERANCE

TOT TOTAL

TOW(T.O.W.) TOP OF WALL

TPD TOILET PAPER DISPENSER

TR TREAD

TRM TRANSOM

TV TELEVISION

TYP TYPICAL

TZ TERRAZZO

U

UC UNDERCUT

UNFIN UNFINISHED

UNO(U.N.O) UNLESS NOTED OTHERWISE

UR URINAL

UTIL UTILITY

V

VA VETERAN'S AFFAIRS, DEPARTMENT OF

VAR VARNISH

VCT VINYL COMPOSITION TILE

VEH VEHICLE

VERT VERTICAL

VF VINYL FABRIC

VG VERTICAL GRAIN

VIN VINYL

VJ V-JOINT(ED)

VNR VENEER

VT VINYL TILE

W

W WEST

W WIDTH, WIDE

W/ WITH

W/D WASHER & DRYER

W/O WITHOUT

WB WOOD BASE

WC WATER CLOSET

WD WOOD

WDW WINDOW

WG WIRED GLASS

WH WALL HUNG

WHS WHEEL STOP

WI WROUGHT IRON

WM WIRE MESH

WP WATER PROOFING

WPT WORKING POINT

WR WATER REPELLANT

WSCT WAINSCOT

WT WEIGHT

WTW WALL-TO-WALL

WWF WELDED WIRE FABRIC

WWM WELDED WIRE MESH

Revisions: Date:

35% SCHEMATIC DESIGN 12/23/2022

65% DESIGN DEVELOPMENT 2/28/2023

95% CONSTRUCTION DOCUMENTS 5/19/2023

100% CONSTRUCTION DOCUMENTS 6/21/2023

100%R CONSTRUCTION DOCUMENTS 7/28/2023

100%R2 CONSTRUCTION DOCUMENTS 6/28/2024

BID DOCUMENTS 7/19/2024

APPROX. 375 LFT OF 9 FT. FENCE TYPE 1

(MEASURED FROM GATE TO GATE)

APPROX. 370 LFT OF 9 FT. FENCE TYPE 1

(MEASURED FROM TYPE 1 GATE TO GATE)

APPROX. 235 LFT OF 9 FT. FENCE TYPE 1

(MEASURED FROM PIER TO PIER)

APPROX. 350 LFT OF 9 FT. FENCE TYPE 1

(MEASURED FROM PIER TO PIER)

APPROX. 625 LFT OF 9 FT. FENCE TYPE 1

(MEASURED FROM PIER TO PIER)

35TH ST

E lm w o o d

A v e

E m a n u e l C l e a v e r

II

B lv d

APPROX. 110 LFT OF 9 FT. FENCE TYPE 1

(MEASURED FROM GATE TO GATE)

APPROX. 50 LFT OF 9 FT. FENCE TYPE 1

(MEASURED FROM GATE TO PIER)

BUILDING 1

MAIN

BUILDING 26

VALOR

BUILDING 1

MRI

BUILDING 15

FREEDOM

BUILDING 6

BUILDING 6

FACILITIES & ENGINEERING

BUILDING 5

BUILDING 4

BUILDING 2

BUILDING 56

LIBERTY

B U

IL

D

IN

G

40'-0"

80'-0"

7 7

APPROX. 19 LFT OF 9 FT. FENCE TYPE 1

(MEASURED FROM PIER TO POST)

APPROX. 19 LFT OF 9 FT. FENCE TYPE 1

(MEASURED FROM PIER TO POST)

7 7

7 7 7 7

APPROX. 1250 LFT OF 9 FT. FENCE TYPE 1

(MEASURED FROM PIER TO PIER)

APPROX. 470 LFT OF 9 FT. FENCE TYPE 1

(MEASURED FROM PIER TO PIER)

KEYNOTES - SITE PLAN

1. GATE 1 - 35 FT MANUAL VEHICLE DOUBLE SWING GATE, 9 FT HIGH. SEE DETAIL 6/A501 FOR ADDITIONAL INFORMATION

2. GATE 2 - 40 FT MANUAL VEHICLE DOUBLE SWING GATE, 9 FT HIGH. SEE DETAIL 6/A501 FOR ADDITIONAL INFORMATION

3. GATE 3 - 20 FT MANUAL VEHICLE DOUBLE SWING GATE, 9 FT HIGH. SEE DETAIL 6/A501 FOR ADDITIONAL INFORMATION

4. GATE 4 - 24 FT MANUAL VEHICLE SINGLE SLIDING GATE, 9 FT HIGH. SEE DETAIL 9/A501 FOR ADDITIONAL INFORMATION

5. GATE 5 - 24 FT MANUAL VEHICLE DOUBLE SWING GATE, 9 FT HIGH. SEE DETAIL 6/A501 FOR ADDITIONAL INFORMATION

6. EXISTING BRICK PIER TO REMAIN

7. NEW BRICK PIER. SEE DETAILS 1/A501 AND 10/A501 FOR ADDITIONAL INFORMATION

8. EXISTING CAMERA

13890 bishops drive, suite 250 brookfield, wi 53005

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

NAGEL

project number:

n g l-fs

.a d

.n a g e l.

u s \c o m p a n y \P ro je c ts

\2

K a n s a s C it y C o rr e c t D e fi c ie n c ie s \4

D e s ig n D o c u m e n ts

\4

D

M o d e lin g \2

K

C P h y s ic a l

S e c u ri ti e s

C

U R

R E

N T

.r v t

/1

/2

:3

:4

A

M

AS101

SITE PLAN CORRECT DEFICIENCIES FROM

PHYSICAL SECURITY STUDY

4801 LINWOOD BLVD, KANSAS CITY, MO, 64128

589-22-465

CAMPUS

07/19/2024 RF RB

BID DOCUMENTS

22011

NORTH

KEY PLAN

NORTH

FENCE TYPE 1. BOD: AMERISTAR ASSA ABLOY, IMPASSE II

1" = 60'-0" F1

ARCHITECTURAL SITE PLAN

Revisions: Date:

35% SCHEMATIC DESIGN 12/23/2022

65% DESIGN DEVELOPMENT 2/28/2023

95% CONSTRUCTION DOCUMENTS 5/19/2023

100% CONSTRUCTION DOCUMENTS 6/21/2023

100%R CONSTRUCTION DOCUMENTS 7/28/2023

GC001

CIVIL INDEX SHEET

F1 CIVIL INDEX SHEET

CIVIL LEGEND ENGINEER NOTES:

GC001 1 CIVIL INDEX SHEET

GC002 2 EXISTING CONDITIONS PLAN

CD100 3 CIVIL DEMOLITION PLAN

CS100 4 CIVIL SITE PLAN

CG100 5 EROSION CONTROL PLAN

CG200-CG204 6-10 CIVIL EROSION CONTROL DETAILS

ABBREVIATIONS CIVIL SHEET INDEX

1-800-DIG-RITE

13890 bishops drive, suite 250 brookfield, wi 53005

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Building Number

Drawing NumberLocation

Issue Date Checked Drawn

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

NOT FOR CONSTRUCTION

Project NumberProject TitleDrawing Title Phase

NAGEL

project number:

VAMC KANSAS CITY CORRECT

SECURITY DEFICIENCIES

4801 LINWOOD BLVD, KANSAS CITY, MO 64128

589-22-465

07/19/2024 JLD AM

FULLY SPRINKLERED

BID

DOCUMENTS

22011 Revisions: Date:

35% SCHEMATIC DESIGN 7/22/2022

Calibre 8822 South Ridgeline Boulevard, Suite 310 Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com Construction Management Civil Engineering Surveying

Calibre Engineering, Inc.

65% DESIGN DEVELOPMENT 2/28/2023

95% CONSTRUCTION DOCUMENTS 5/19/2023

100% CONSTRUCTION DOCUMENTS 06/26/2023

100%R CONSTRUCTION DOCUMENTS 07/28/2023

100%R2 CONSTRUCTION DOCUMENTS 06/28/2024

BID DOCUMENTS 07/19/2024

CAMPUS

bmurphy BEM Stamp bmurphy BEM Signature

LM

W O

O D

A V

E N

U E

EAST 35TH STREET NORTH

GC002

EXISTING CONDITIONS PLAN

0' 30' 60' 120'1" = 60'

F1 EXISTING CONDITIONS PLAN SCALE 1" = 60'

13890 bishops drive, suite 250 brookfield, wi 53005

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Building Number

Drawing NumberLocation

Issue Date Checked Drawn

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

NOT FOR CONSTRUCTION

Project NumberProject TitleDrawing Title Phase

NAGEL

project number:

VAMC KANSAS CITY CORRECT

SECURITY DEFICIENCIES

4801 LINWOOD BLVD, KANSAS CITY, MO 64128

589-22-465

07/19/2024 JLD AM

FULLY SPRINKLERED

BID

DOCUMENTS

22011 Revisions: Date:

35% SCHEMATIC DESIGN 7/22/2022

Calibre 8822 South Ridgeline Boulevard, Suite 310 Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com Construction Management Civil Engineering Surveying

Calibre Engineering, Inc.

65% DESIGN DEVELOPMENT 2/28/2023

95% CONSTRUCTION DOCUMENTS 5/19/2023

100% CONSTRUCTION DOCUMENTS 06/26/2023

100%R CONSTRUCTION DOCUMENTS 07/28/2023

100%R2 CONSTRUCTION DOCUMENTS 06/28/2024

BID DOCUMENTS 07/19/2024

CAMPUS

KEYMAP

NORTH

NOTES:

LEGEND

NORTHEAST CORNER OF EAST 35TH ST

AND ELMWOOD AVE LOOKING EAST

NORTHEAST CORNER OF EAST 35TH ST

AND ELMWOOD AVE LOOKING NORTH

Ryan Bourland Snapshot

EAST 33RD STREET

LM

W O

O D

A V

E N

U E

EAST 35TH STREET NORTH

CD100

CIVIL DEMOLITION PLAN

F1 CIVIL DEMOLITION PLAN SCALE 1" = 60'

13890 bishops drive, suite 250 brookfield, wi 53005

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Building Number

Drawing NumberLocation

Issue Date Checked Drawn

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

NOT FOR CONSTRUCTION

Project NumberProject TitleDrawing Title Phase

NAGEL

project number:

VAMC KANSAS CITY CORRECT

SECURITY DEFICIENCIES

4801 LINWOOD BLVD, KANSAS CITY, MO 64128

589-22-465

07/19/2024 JLD AM

FULLY SPRINKLERED

BID

DOCUMENTS

22011 Revisions: Date:

35% SCHEMATIC DESIGN 7/22/2022

Calibre 8822 South Ridgeline Boulevard, Suite 310 Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com Construction Management Civil Engineering Surveying

Calibre Engineering, Inc.

65% DESIGN DEVELOPMENT 2/28/2023

95% CONSTRUCTION DOCUMENTS 5/19/2023

100% CONSTRUCTION DOCUMENTS 06/26/2023

100%R CONSTRUCTION DOCUMENTS 07/28/2023

100%R2 CONSTRUCTION DOCUMENTS 06/28/2024

BID DOCUMENTS 07/19/2024

CAMPUS

NOTES:

LEGEND

KEYMAP

NORTH

0' 30' 60' 120'1" = 60' bmurphy BEM Stamp

LM

W O

O D

A V

E N

U E

EAST 35TH

STREET

E

LM

W O

O D

A V

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U E

CIVIL SITE PLAN

NORTH

F1 CIVIL SITE PLAN SCALE 1" = 60'

CS10013890 bishops drive, suite 250 brookfield, wi 53005

VA FORM 08 - 6231

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B

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E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Building Number

Drawing NumberLocation

Issue Date Checked Drawn

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

NOT FOR CONSTRUCTION

Project NumberProject TitleDrawing Title Phase

NAGEL

project number:

VAMC KANSAS CITY CORRECT

SECURITY DEFICIENCIES

4801 LINWOOD BLVD, KANSAS CITY, MO 64128

589-22-465

07/19/2024 JLD AM

FULLY SPRINKLERED

BID

DOCUMENTS

22011 Revisions: Date:

35% SCHEMATIC DESIGN 7/22/2022

Calibre 8822 South Ridgeline Boulevard, Suite 310 Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com Construction Management Civil Engineering Surveying

Calibre Engineering, Inc.

65% DESIGN DEVELOPMENT 2/28/2023

95% CONSTRUCTION DOCUMENTS 5/19/2023

100% CONSTRUCTION DOCUMENTS 06/26/2023

100%R CONSTRUCTION DOCUMENTS 07/28/2023

100%R2 CONSTRUCTION DOCUMENTS 06/28/2024

BID DOCUMENTS 07/19/2024

CAMPUS

LEGEND

NOTES:

KEYMAP

NORTH

0' 30' 60' 120'1" = 60' bmurphy BEM Stamp

LM

W O

O D

A V

E N

U E

EAST 35TH STREET

E

LM

W O

O D

A V

E N

U E

EROSION CONTROL PLAN

NORTH

F1 EROSION CONTROL PLAN SCALE 1" = 60'

CG100

KEYMAP

NORTH

LEGEND

NOTES:

13890 bishops drive, suite 250 brookfield, wi 53005

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Building Number

Drawing NumberLocation

Issue Date Checked Drawn

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

NOT FOR CONSTRUCTION

Project NumberProject TitleDrawing Title Phase

NAGEL

project number:

VAMC KANSAS CITY CORRECT

SECURITY DEFICIENCIES

4801 LINWOOD BLVD, KANSAS CITY, MO 64128

589-22-465

07/19/2024 JLD AM

FULLY SPRINKLERED

BID

DOCUMENTS

22011 Revisions: Date:

35% SCHEMATIC DESIGN 7/22/2022

Calibre 8822 South Ridgeline Boulevard, Suite 310 Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com Construction Management Civil Engineering Surveying

Calibre Engineering, Inc.

65% DESIGN DEVELOPMENT 2/28/2023

95% CONSTRUCTION DOCUMENTS 5/19/2023

100% CONSTRUCTION DOCUMENTS 06/26/2023

100%R CONSTRUCTION DOCUMENTS 07/28/2023

100%R2 CONSTRUCTION DOCUMENTS 06/28/2024

BID DOCUMENTS 07/19/2024

CAMPUS

0' 30' 60' 120'1" = 60' bmurphy BEM Stamp

EROSION CONTROL DETAILS

(SHEET 1 OF 5)

F2 VEHICLE TRACKING PAD (VTC)

NOTES FOR CONCRETE WASHOUT:

MAINTENANCE FOR CONCRETE WASHOUT:

E6 CONCRETE WASHOUT AREA (CWA)

CG20013890 bishops drive, suite 250 brookfield, wi 53005

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Building Number

Drawing NumberLocation

Issue Date Checked Drawn

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

NOT FOR CONSTRUCTION

Project NumberProject TitleDrawing Title Phase

NAGEL

project number:

VAMC KANSAS CITY CORRECT

SECURITY DEFICIENCIES

4801 LINWOOD BLVD, KANSAS CITY, MO 64128

589-22-465

07/19/2024 JLD AM

FULLY SPRINKLERED

BID

DOCUMENTS

22011 Revisions: Date:

35% SCHEMATIC DESIGN 7/22/2022

Calibre 8822 South Ridgeline Boulevard, Suite 310 Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com Construction Management Civil Engineering Surveying

Calibre Engineering, Inc.

65% DESIGN DEVELOPMENT 2/28/2023

95% CONSTRUCTION DOCUMENTS 5/19/2023

100% CONSTRUCTION DOCUMENTS 06/26/2023

100%R CONSTRUCTION DOCUMENTS 07/28/2023

100%R2 CONSTRUCTION DOCUMENTS 06/28/2024

BID DOCUMENTS 07/19/2024

CAMPUS

bmurphy BEM Stamp

(SHEET 2 OF 5)

D8 STABILIZED STAGING AREA (SSA)

F1 ROCK SOCKS

CG201

C1 MULCH OR COMPOST FILTER BERMS (STRAW WATTLES)

13890 bishops drive, suite 250 brookfield, wi 53005

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Building Number

Drawing NumberLocation

Issue Date Checked Drawn

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

NOT FOR CONSTRUCTION

Project NumberProject TitleDrawing Title Phase

NAGEL

project number:

VAMC KANSAS CITY CORRECT

SECURITY DEFICIENCIES

4801 LINWOOD BLVD, KANSAS CITY, MO 64128

589-22-465

07/19/2024 JLD AM

FULLY SPRINKLERED

BID

DOCUMENTS

22011 Revisions: Date:

35% SCHEMATIC DESIGN 7/22/2022

Calibre 8822 South Ridgeline Boulevard, Suite 310 Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com Construction Management Civil Engineering Surveying

Calibre Engineering, Inc.

65% DESIGN DEVELOPMENT 2/28/2023

95% CONSTRUCTION DOCUMENTS 5/19/2023

100% CONSTRUCTION DOCUMENTS 06/26/2023

100%R CONSTRUCTION DOCUMENTS 07/28/2023

100%R2 CONSTRUCTION DOCUMENTS 06/28/2024

BID DOCUMENTS 07/19/2024

CAMPUS

(IF STAGING AREA IS WITHIN A PAVED

AREA, NO GRANULAR MATERIAL IS

NEEDED)

bmurphy BEM Stamp

(SHEET 3 OF 5)

F1 EROSION CONTROL BLANKETS AND TURN REINFORCEMENT MATS

CG20213890 bishops drive, suite 250 brookfield, wi 53005

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Building Number

Drawing NumberLocation

Issue Date Checked Drawn

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

NOT FOR CONSTRUCTION

Project NumberProject TitleDrawing Title Phase

NAGEL

project number:

VAMC KANSAS CITY CORRECT

SECURITY DEFICIENCIES

4801 LINWOOD BLVD, KANSAS CITY, MO 64128

589-22-465

07/19/2024 JLD AM

FULLY SPRINKLERED

BID

DOCUMENTS

22011 Revisions: Date:

35% SCHEMATIC DESIGN 7/22/2022

Calibre 8822 South Ridgeline Boulevard, Suite 310 Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com Construction Management Civil Engineering Surveying

Calibre Engineering, Inc.

65% DESIGN DEVELOPMENT 2/28/2023

95% CONSTRUCTION DOCUMENTS 5/19/2023

100% CONSTRUCTION DOCUMENTS 06/26/2023

100%R CONSTRUCTION DOCUMENTS 07/28/2023

100%R2 CONSTRUCTION DOCUMENTS 06/28/2024

BID DOCUMENTS 07/19/2024

CAMPUS

bmurphy BEM Stamp

(SHEET 4 OF 5)

F1 CURB INLET PROTECTION

CG20313890 bishops drive, suite 250 brookfield, wi 53005

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Building Number

Drawing NumberLocation

Issue Date Checked Drawn

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

NOT FOR CONSTRUCTION

Project NumberProject TitleDrawing Title Phase

NAGEL

project number:

VAMC KANSAS CITY CORRECT

SECURITY DEFICIENCIES

4801 LINWOOD BLVD, KANSAS CITY, MO 64128

589-22-465

07/19/2024 JLD AM

FULLY SPRINKLERED

BID

DOCUMENTS

22011 Revisions: Date:

35% SCHEMATIC DESIGN 7/22/2022

Calibre 8822 South Ridgeline Boulevard, Suite 310 Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com Construction Management Civil Engineering Surveying

Calibre Engineering, Inc.

65% DESIGN DEVELOPMENT 2/28/2023

95% CONSTRUCTION DOCUMENTS 5/19/2023

100% CONSTRUCTION DOCUMENTS 06/26/2023

100%R CONSTRUCTION DOCUMENTS 07/28/2023

100%R2 CONSTRUCTION DOCUMENTS 06/28/2024

BID DOCUMENTS 07/19/2024

CAMPUS

bmurphy BEM Stamp

(SHEET 5 OF 5)

F1 SILT FENCE

CG20413890 bishops drive, suite 250 brookfield, wi 53005

VA FORM 08 - 6231

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B

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D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Building Number

Drawing NumberLocation

Issue Date Checked Drawn

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

NOT FOR CONSTRUCTION

Project NumberProject TitleDrawing Title Phase

NAGEL

project number:

VAMC KANSAS CITY CORRECT

SECURITY DEFICIENCIES

4801 LINWOOD BLVD, KANSAS CITY, MO 64128

589-22-465

07/19/2024 JLD AM

FULLY SPRINKLERED

BID

DOCUMENTS

22011 Revisions: Date:

35% SCHEMATIC DESIGN 7/22/2022

Calibre 8822 South Ridgeline Boulevard, Suite 310 Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com Construction Management Civil Engineering Surveying

Calibre Engineering, Inc.

65% DESIGN DEVELOPMENT 2/28/2023

95% CONSTRUCTION DOCUMENTS 5/19/2023

100% CONSTRUCTION DOCUMENTS 06/26/2023

100%R CONSTRUCTION DOCUMENTS 07/28/2023

100%R2 CONSTRUCTION DOCUMENTS 06/28/2024

BID DOCUMENTS 07/19/2024

CAMPUS

bmurphy BEM Stamp

GATE OPENING

6' THROUGH 30' (6'-8' TALL)

6' THROUGH 20' (9'-10' TALL)

VARIES

POST

POST

FENCE

LINE

DETAIL

B

DETAIL

C

ANTI-SCALE

PALE SPACING

DETAIL

A

TOP VIEWSIDE VIEWFRONT VIEWISO VIEW ISO VIEW

DETAIL

A

DETAIL

B

DETAIL

C

IT IS KANSAS CITY VA MEDICAL CENTER'S INTENT TO INSTALL A

FENCE SIMILAR OR EQUAL TO THE FENCE SHOWN IN THIS DETAIL.

THIS FENCE SHALL CONTAIN 2 RAILS AND A FLEUR TERMINATING

THE TOP OF EACH FENCE PICKET. BASIS OF DESIGN IS 9 FT.

AMERISTAR IMPASSE II WITH STRONGHOLD FLEUR, OR APPROVED

EQUAL.

INSTALL PILASTER/COLUMNS THAT

ARE 9'-10' H X 32" X 32" D WITH

BRICK VENEER LAID IN A RUNNING

BOND PATTERN CONSISTING OF OLD

VIRGINIA # 24 RED BRICK WITH 10"

BLACK MANGANESE BRICK RANDOMLY

PLACES IN PATTERN. SEE SHEET

CS502 FOR PILASTER DETAILS.

HORIZONTAL RAILS

TO BE PLACED ON

INTERIOR SIDE ONLY

MOW STRIP

(TYP)

28"

4000 PSI CONCRETE

(TYP. EA FOOTING)

2'-11 5/8"

CAP

PLAN

7" 1'-6"

2'-8"

PLAN

7"

LIMESTONE

COPING

FENCE

PICKET

SECTION

1'-0"

CAST IN PLACE

CONCRETEMOW STRIP UNDER

ALLFENCING EXCEPT AT

FENCE

POSTS

FINISH

GRADE

FENCE POST,

BEYOND

GATE OPENING 20'

(9'-0' TALL)

CONCRETE BY

OTHERS.

PROVIDE GATE LATCH

COMPATIBLE WITH

CHAIN AND PADLOCK

TO INSIDE OF

KCVA PROPERTY.

INWARDS SWING

OF GATE

6"x6" TUBE

FRAME

BARREL

HINGES

FENCE LINE,

CENTERED ON POST

FENCE

POST

8'-0"

GENERAL VEHICLE GATE NOTE:

1) BASIS OF DESIGN IS 8 FT. AMERISTAR TRANSPORT IS

WITH STRONGHOLD FLEUR AND ANTI-SCALE PALE

SPACING, OR APPROVED EQUAL.

FENCE POST

FENCE LINE

GATE MOUNTING POSTS

E M

B E

D

24". 24".24".

(6) #6 BARS

WITH #4 TIES

@ 8" 0.C.

NOTE:

11.1. VERIFY THAT CANTILEVER SLINDING GATE

MOUNTING POSTS FOUNDATIONS ARE SURROUNDED

BY HARDSCAPE (ASFALT OR CONCRETE). LARGER

FOUNDATIONS MIGHT BE REQUIRED IF PLACED

WITHOUT HARDSCAPE AT GRADE LEVEL TO PROVIDE

CONSTRAINT FOR TOPS OF PIERS.

TOP VIEW

ELEVATION VIEW SIDE VIEW

96"

96"

6" O.C3.25" TYP

18"

TYP

48"

EMBED

108"

105"

36"

63"

TYP

TYP

.1'-6".

E M

B E

D

T Y

P

'3

NOTE:

10.1. A STEEL SLEEVE MAY BE UTILIZED TO ALLOW GROUTING THE FENCE POST. THE

CONTRACTOR SHALL EMPLOY MEANS AND METHODS TO ENSURE THAT THE GROUT

FULLY SURROUNDS THE DECORATIVE POST AND THAT THE POST WILL NOT PULL OUT.

ALL STEEL ELEMENTS IN FOUNDATIONS (SLEEVES, REBAR) REQUIRE 3" MIN

CONCRETE COVER. THE COR SHALL REVIEW AND APPROVE THE PLACEMENT OF THE

FIRST FOUNDATION TO VERIFY THE STRUCTURAL ADEQUACY OF THE INSTALLATION. IF

THE POST IS NOT SUPPORTED ADEQUATELY, CONTRACTOR WILL NEED TO REMOVE

AND ADJUST SLEEVE SIZE. AMOUNT OF GROUT, ETC. TO MAKE THE POST

STRUCTURALLY SOUND.

COMPACTED

SUBGRADE

CONCRETE FOUNDATION

PER DET 12 W. (8) #6

VERT DOWELS #4 TIES @

12" C.C.

FINISH GRADE

WEEP ROPES

STAINLESS STEEL THRU

WALL FLASHING

#4 x 48" DOWEL, EACH CORNER

6" CMU FULLY GROUTED

HOT DIPPED GALVANIZED

HORIZONTAL REINFORCING

AT 24" O.C.

6" CMU PILASTER W/ (4) #5

REBAR & #3 TIES @ 12" C.C.

(EA. JOINT)

STANDARD FACE BRICK

STEEL DOWEL

CAST ALONE COPING

INSTALLED WITHOUT DRIP

EDGE. BASIS OF DESIGN IS

BEIGE COLOR.2"

CL

2" TYP

4" MAX

1" EXPANSION JOINT

CAST IN PLACE MOW STRIP

M

IN

12" CONCRETE PIER W/ (2) #5

VERT. REBAR & #4 U-BAR

@ 12" O.C. - 6" EMBED

STEEL SLEEVE (6" MIN)

OPTIONAL, SEE NOTE 10.1

A501

FENCE PICKET,

TYPICAL

CAST IN PLACE

MOW STRIP, TYPICAL

FENCE BOTTOM BAR

POST TYP.

STANDARD FACE

BRICK

AIR SPACE

#5 VERT. REBAR W/ #3 TIE

6" CMU, FULLY GROUTED

4' CONTRACTION

JOINT INTERVAL

1/2" CHAMFER, TYPICAL

ALL CORNERS

CAST IN PLACE

CONCRETE. MOW STRIP

UNDER ALL FENCING

EXCEPT AT FENCE

POSTS2" THICK COMPACTED

AGGREGATE BASE

FENCE POST,

BEYOND

FENCE

PICKET

1. BASIS OF DESIGN IS 9 FT. AMERISTAR IMPASSE II WITH STRONGHOLD

FLEUR, OR APPROVED EQUAL.

2. CONTRACTOR SHALL PROVIDE SUBMITTALS FOR ACTUAL GATE SIZE AND

LOCKING MECHANISM FOR SWINGING GATES TO COR FOR APPROVAL

PRIOR TO ORDERING AND INSTALLING FENCE. INCLUDE LOCK OPEN

FEATURE.

3. CONTRACTOR SHALL UTILIZE STANDARDIZED FENCE PANEL WIDTHS AND

HEIGHTS TO THE EXTENT POSSIBLE. CONTRACTOR SHALL USE STANDARD

SLIDING/CANTILEVERED GATE AND SWINGING GATE SIZES IF AT ALL

POSSIBLE. DEVIATION BY CONTRACTOR FROM STANDARD SIZE FENCE

COMPONENTS MUST BE APPROVED BY COR.

4. ALL SUBMITTALS FOR FENCE DESIGN WILL BE SUBMITTED TO COR FOR

APPROVAL.

5. POST SIZE DEPENDS ON FENCE HEIGHT, WEIGHT AND WIND LOADS.

CONTRACTOR TO PROVIDE SUBMITTALS AND SHOP DRAWINGS TO COR.

CONTRACTOR SHALL USE THE VA STANDARD FOR WIND LOADING. WIND

LOAD REQUIREMENT FOR STATE OF MISSOURI IS 100 MPH.

6. GATE OUT TO OUTS SHALL BE IN AVAILABLE STANDARD SIZES FOR

PERSONNEL AND ENTRANCE ROAD GATES WHEN POSSIBLE.

7. ALL CONSTRUCTION WILL BE IN ACCORDANCE WITH VAMC STANDARDS AND

SPECIFICATIONS.

8. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF ANY UTILITIES

DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITIES. CONTRACTOR

SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES PRIOR TO BEGINNING

WORK.

9. THE MINIMUM REQUIRED DENSITY FOR ALL SOIL COMPACTION SHALL BE

95% OF MAXIMUM DRY DENSITY WITH A MOISTURE CONTENT WITHIN ± 2%

OF THE OPTIMUM OR AS STATED IN SPECIFICATIONS. CONTRACTOR SHALL

ADHERE TO VA CONCRETE SPECIFICATIONS, AND ALL VA CONCRETE

TESTING REQUIREMENTS.

10. SLOPE ALL CONCRETE SLABS A MIN. OF 1/4 INCH PER FOOT FOR DRAINAGE.

11. CONTRACTOR SHALL HAVE A LICENSED LAND SURVEYOR PERFORM A

BOUNDARY SURVEY ON THE FUTURE FENCE LOCATION TO DETERMINE

EXACT FENCE PLACEMENT LOCATION TO AVOID CONFLICTS WITH THE

EXISTING RIGHT OF WAYS AND OTHER POTENTIAL OBSTACLES. FINAL

LAYOUT SHALL BE APPROVED BY THE CO PRIOR TO STARTING

CONSTRUCTION.

12. CONTRACTOR SHALL ACCOUNT FOR ALL TERRAIN CHANGES IN FENCE

MANUFACTURING COST. CONTRACTOR SHALL PROVIDE DECORATIVE

METAL FENCING THAT IS ADJUSTABLE OR IS PRE-CONSTRUCTED FOR

CHANGES IN GRADE. (ALL FENCE PICKETS SHALL REMAIN VERTICAL ON ALL

TERRAINS). CONTRACTOR SHALL AT ANY TIME STAGGER FENCE HEIGHTS

TO ACCOMMODATE FOR ELEVATION OR GRADE CHANGES.

GENERAL NOTES

C-1 CONTRACTOR SHALL PROVIDE 4000 PSI NORMAL WEIGHT CONCRETE FOR

PILASTER/COLUMN FOOTINGS W/REBAR AS REQUIRED AND 3000 PSI

NORMAL WEIGHT CONCRETE CAST IN PLACE FOR COLUMN W/REBAR.

C-2 CONTRACTOR SHALL PROVIDE 2 PILASTERS PER GATE, AT PROPERTY

CORNERS, AND AT CHANGES OF DIRECTION.

C-3 THE MANUFACTURED PANELS AND POSTS SHALL BE SUBJECTED TO AN

INLINE ELECTRO DEPOSITION COATING (E-COAT) PROCESS CONSISTING OF

A MULTI-STAGE PRETREATMENT/WASH (WITH ZINC PHOSPHATE),

FOLLOWED BY A DUPLEX APPLICATION OF AN EPOXY PRIMER AND AN

ACRYLIC TOPCOAT. THE MINIMUM CUMULATIVE COATING THICKNESS OF

EPOXY AND ACRYLIC SHALL BE 2 MILS (0.058 MM). THE COLOR SHALL BE

BLACK. THE COATED PANELS AND POSTS SHALL BE CAPABLE OF MEETING

THE PERFORMANCE REQUIREMENTS FOR EACH QUALITY CHARACTERISTIC

SHOWN IN TABLE 2 OF ASTM F2408).

C-4 THE MANUFACTURED FENCE SYSTEM SHALL BE CAPABLE OF MEETING THE

VERTICAL LOAD, HORIZONTAL LOAD, AND INFILL PERFORMANCE

REQUIREMENTS EOR INDUSTRIAL WEIGHT FENCES UNDER ASTM F2408.

CONCRETE / MASONRY NOTES

PA-1 CONTRACTOR TO PRIME AND PAINT ALL METAL SURFACES EXPOSED AS

A RESULT OF THE FENCE INSTALLATION PROCESS MATCHING EXISTING

PRIMER AND PAINT USED BY FENCE MANUFACTUROR. THIS INCLUDES

MODIFICATION WORK AND ANY OTHER WORK AFFECTED BY THIS

PROJECT. W/REBAR.

PAINTING NOTES

PALES TO MATCH AMERISTAR

IMPASSE II FENCE

ANTI-SCALE PALE

SPACING

ELEVATION

TOP VIEW

E M

B E

D

T

Y P

TYP

18".

(6) #5 BARS

WITH #4 TIES

@ 8" 0.C.

NOTE:

6.1. VERIFY THAT CANTILEVER SLINDING GATE

MOUNTING POSTS FOUNDATIONS ARE SURROUNDED

BY HARDSCAPE (ASFALT OR CONCRETE). LARGER

FOUNDATIONS MIGHT BE REQUIRED IF PLACED

WITHOUT HARDSCAPE AT GRADE LEVEL TO PROVIDE

CONSTRAINT FOR TOPS OF PIERS.

1'-0".

1'-0".

2'-8".

TYP

24" MIN

#4 U-BARS AT 12"

O.C, TYP

(2) #6 BARS, TYP

13890 bishops drive, suite 250 brookfield, wi 53005

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

NAGEL

project number:

n g l-fs

.a d

.n a g e l.

u s \c o m p a n y \P ro je c ts

\2

K a n s a s C it y C o rr e c t D e fi c ie n c ie s \4

D e s ig n D o c u m e n ts

\4

D

M o d e lin g \2

K

C P h y s ic a l

S e c u ri ti e s

C

U R

R E

N T

.r v t

/1

/2

:3

:4

A

M

A501

EXTERIOR DETAILS & GATE

SCHEDULE

CORRECT DEFICIENCIES FROM

PHYSICAL SECURITY STUDY

4801 LINWOOD BLVD, KANSAS CITY, MO, 64128

589-22-465

CAMPUS

07/19/2024 JH RF

BID DOCUMENTS

22011

NTS

CANTILEVER SLIDING GATE, TYPICAL

NTS

TYPICAL DECORATIVE METALFENCE PANEL ELEVATION

NTS

TYPICAL DECORATIVE METAL FENCE PANEL AND PILASTERS, ELEV.

NTS

BRICK PIER SECTION, TYPICAL

NTS

BRICK PIER PLAN, TYPICAL

1" = 30'-0"

ORNAMENTAL FENCE SECTION THROUGH CAST IN PLACE MOW STRIP

NTS

VEHICLE SWING GATE

VALUES SHOWN ARE NOMINAL AND NOT TO BE USED FOR

INSTALLATION PURPOSES. PROJECT SPECIFIC SHOP

DRAWINGS SHALL BE PROVIDED FOR COR APPROVAL.

NTS

FULLY RAKEABLE FENCE PANELS ELEVATION

1" = 10'-0"

BRICK PIER PLAN, TYPICAL

GATE SCHEDULE

NO.

COU

NT

GATE

OPERATION

DETAILS/ELEV

ATION ASSEMBLY

BASIS OF DESIGN

ASSEMBLY

SIZE

MATL TYPE FIN HARDWARE REMARKS

WID HGT

01 1 35'-0" 9'-0" Pre-Galvanized Steel 1 Epoxy Powder Coat Swinging 6/A501 Per manufacturer Assa Abloy Ameristar Impasse II Gate Single Rod

02 1 40'-0" 9'-0" Pre-Galvanized Steel 1 Epoxy Powder Coat Swinging 6/A501 Per manufacturer Assa Abloy Ameristar Impasse II Gate Single Rod

03 1 20'-0" 9'-0" Pre-Galvanized Steel 1 Epoxy Powder Coat Swinging 6/A501 Per manufacturer Assa Abloy Ameristar Impasse II Gate Single Rod, Dual lock

04 1 24'-0" 9'-0" Pre-Galvanized Steel 2 Epoxy Powder Coat Sliding 9/A501 Per manufacturer Assa Abloy Ameristar Impasse II Gate - Sliding Single Rod

05 1 24'-0" 9'-0" Pre-Galvanized Steel 1 Epoxy Powder Coat Swinging 6/A501 Per manufacturer Assa Abloy Ameristar Impasse II Gate Single Rod

OR BRICK PILASTER

Revisions: Date:

35% SCHEMATIC DESIGN 12/23/2022

65% DESIGN DEVELOPMENT 2/28/2023

95% CONSTRUCTION DOCUMENTS 5/19/2023

100% CONSTRUCTION DOCUMENTS 6/21/2023

100%R CONSTRUCTION DOCUMENTS 7/28/2023

ELECTRICAL ABBREVIATION KEY

AFF ABOVE FINISHED FLOOR

N.C. NORMALLY CLOSED

NIC NOT IN CONTRACT

N.O. NORMALLY OPEN

SV SOLENOID VALVE

ABBR: DESCRIPTION:

TYP TYPICAL

C CONDUIT

UON UNLESS OTHERWISE NOTED

GFI GROUND FAULT INTERRUPTER

1. THE COMPLETE INSTALLATION SHALL BE IN ACCORDANCE WITH THE ADA STANDARDS FOR

ACCESSIBLE DESIGN. REFER TO THE ADA GUIDELINES FOR ALL CONFIGURATION DETAILS ON

THIS PAGE FOR ADDITIONAL INFORMATION.

2. CIRCUIT NUMBERS ARE SHOWN FOR CIRCUIT IDENTIFICATION. CIRCUITING SHALL AGREE

WITH NUMBERING ON THE PANEL PROVIDED. COMMON NEUTRALS MAY NOT BE USED FOR

BRANCH CIRCUITS. BALANCE THE LOAD ON PANEL AS EVENLY AS POSSIBLE BETWEEN EACH

PHASE.

3. LIFE SAFETY BRANCH WIRING FOR FEEDERS AND BRANCH CIRCUITS SHALL BE ROUTED IN

SEPARATE RACEWAY, JUNCTION BOXES, PULL BOXES, AND CABINETS. WIRING FOR EACH

BRANCH SHALL BE INDEPENDENT FROM OTHER BRANCHES, INCLUDING THE NORMAL

BRANCH.

4. FLUSH MOUNT ALL LIGHTING CONTROL DEVICES AT +42" FROM FLOOR (CENTERLINE

DIMENSION), EXCEPT WHERE OTHERWISE NOTED. DEVICES MAY BE SURFACE MOUNTED

WHEN CONDUIT IS SPECIFIED EXPOSED.

5. ALL MATERIALS USED TO SEAL PENETRATIONS OF FIRE RATED WALLS AND FLOORS SHALL

BE TESTED AND CERTIFIED AS A SYSTEM PER ASTM E814 STANDARDS FOR FIRE TESTS OF

THROUGH-PENETRATION FIRESTOPS. REFER TO 27 05 03 AND 28 05 03 FOR ADDITIONAL

INFORMATION AND REQUIREMENTS SPECIFIC TO FIRESTOPPING.

6. ELECTRICAL AND TECHNOLOGY EQUIPMENT SHALL BE MOUNTED TO AVOID IMPEDANCE OF,

OPERATION OF, AND/OR ACCESS TO ELECTRICAL AND MECHANICAL EQUIPMENT. ALL

MOUNTING OF ELECTRICAL AND TELECOMMUNICATIONS EQUIPMENT, ON EQUIPMENT

SUPPLIED BY ANOTHER CONTRACTOR, SHALL BE APPROVED IN ADVANCE BY THE OTHER

CONTRACTOR.

7. REUSE EXISTING CONDUIT, CIRCUITS AND LIGHTING CONTROL WHERE POSSIBLE. PROVIDE

NEW CONDUIT AND WIRE WHERE SHOWN, MISSING OR REQUIRED TO INSTALL THE NEW

LIGHT FIXTURES.

8. WHERE REMOVED EXTERIOR LIGHT FIXTURE IS NOT BEING REPLACED. PROVIDE

WATERPROOF GROMMETS, SEALS OR PLUGS TO COVER EXISTING HOLES IN POLES.

9. 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 THROUGH WALLS SHALL BE GROUTED OR

SEALED INTO OPENINGS.

10. ALL WELDING SHALL BE ACCORDING TO AMERICAN WELDING SOCIETY STANDARDS.

CONTRACTOR SHALL FURNISH TO THE ARCHITECT/ENGINEER CERTIFICATES QUALIFYING

EACH WELDER, PRIOR TO START OF WORK. THE ARCHITECT/ENGINEER RESERVES THE

RIGHT TO REQUIRE QUALIFYING DEMONSTRATION, AT THE CONTRACTOR'S EXPENSE, OF

ANY WELDERS ASSIGNED TO THE JOB.

11. EACH CONTRACTOR IS RESPONSIBLE FOR DAMAGE CAUSED BY THEIR ACTIONS TO THE

WALLS, FLOORS, CEILINGS, AND ROOFS. THE CONTRACTOR WHOSE WORK CAUSES DAMAGE

IS RESPONSIBLE FOR PATCHING TO MATCH ORIGINAL CONSTRUCTION, FIRE RATING, AND

FINISH.

12. ELECTRICAL IDENTIFICATION. REFER TO SPECIFICATION SECTION 26 05 53 FOR

COLOR/LABEL REQUIREMENTS FOR CONDUIT, BOX, CABLE/WIRE, AND EQUIPMENT.

ELECTRICAL INSTALLATION NOTES:

NORMAL BRANCH LUMINAIRE

CRITICAL BRANCH LUMINAIRE

EMERGENCY LIFE SAFETY BRANCH LUMINAIRE

UNSWITCHED FOR NIGHT LIGHT, UNLESS NOTED 'SE'

LUMINAIRE SYMBOL KEY

SYMBOL: DESCRIPTION:

PLAN OR DETAIL NUMBER

PLAN OR DETAIL NAME

PLAN OR DETAIL SCALE

DETAIL REFERRED TO BY SECTION CUT

SHEET DETAIL IS LOCATED ON

NAME

VIEW NAME

1/8" = 1'-0"

M101

SIMSIM

INDICATES SIMILAR DETAIL REFERENCED

IN MULTIPLE LOCATIONS

LEVEL NAME

10'-0" HEIGHT ABOVE

PROJECT 0'-0"

1 INDICATES NOTE USED TO DESCRIBE

ADDITIONAL INFORMATION ABOUT

WORK REQUIRED, SPECIFIC TO THE

SHEET AND/OR DETAIL

N O R

HT

INDICATES DIRECTION OF TRUE NORTH

VIEW KEY

LINE TYPE AND TAG KEY:

NEW WORK BY THIS CONTRACTOR (WIDE LINE)

NEW

EXISTING TO BE REMOVED (SHORT DASHED PATTERN)

NEW UNDERFLOOR OR UNDERGROUND (LONG DASHED PATTERN)

EXISTING TO REMAIN OR WORK BY OTHERS (NARROW LINE)

EXISTING

EXISTING TO BE REMOVED BY OTHERS (SHORT DASHED PATTERN)

EXISTING UNDERFLOOR OR UNDERGROUND (LONG DASHED PATTERN)

HALFTONING DOES NOT MODIFY SCOPE.

'TAG'-E TAGS WITH DASH 'E' INDICATES THE REFERENCED OBJECT IS EXISTING

TAG UNDERLINED TAG INDICATES OBJECT IS IN-SCOPE. IF NEW, ADDITIONAL

INFORMATION IS AVAILABLE IN A SCHEDULE, MATERIAL LIST, OR SYMBOL LIST

INDICATES AN EXISTING SYSTEM'S POINT OF CONNECTION/REMOVAL

T101

TEMPERATURE CONTROLS CONTRACTORT.C.C.

SECURITY CONTRACTORS.C.

AUDIO/VISUAL CONTRACTORA.V.C.

NURSE CALL CONTRACTORN.C.C.

CIVIL CONTRACTORC.C.

ASBESTOS ABATEMENT CONTRACTOR

FIRE PROTECTION CONTRACTORF.P.C.

HEATING CONTRACTORH.C.

PLUMBING CONTRACTORP.C.

GENERAL CONTRACTORG.C.

MECHANICAL CONTRACTORM.C.

VENTILATION CONTRACTORV.C.

ELECTRICAL CONTRACTORE.C.

A.C.

CONTRACTOR ABBREVIATION KEY

ABBR: DESCRIPTION:

TECHNOLOGY CONTRACTORT.C.

CONSTRUCTION MANAGERC.M.

FOOD SERVICE CONTRACTORF.S.C.

1. {L###} INDICATES THE LIGHTING SEQUENCE OF OPERATION FOR THE SPACE. REFER TO THE

LIGHTING SEQUENCE OF OPERATION MATRIX ON SHEET E600.

2. "NL" INDICATES LUMINAIRE IS UNSWITCHED FOR NIGHT LIGHT.

3. "SE" INDICATES LUMINAIRE IS SWITCHED/CONTROLLED DURING NORMAL OPERATION AND

OPERATES FROM EMERGENCY CIRCUIT UPON LOSS OF POWER.

4. SHADED LUMINAIRE OR DEVICE INDICATES LUMINAIRE OR DEVICE IS CONNECTED TO AN

EMERGENCY CIRCUIT.

5. REFER TO SHEET E600 FOR LUMINAIRE SCHEDULE.

6. { Z###} INDICATES THE LIGHTING ZONES FOR THE SPACE. PROVIDE SEPARATE CONTROL OF

EACH CONTROLLED ZONE. LUMINAIRES ASSOCIATED WITH THE SAME ZONE SHALL OPERATE

TOGETHER WITHIN THE SAME PROGRAMMED SCENE. REFER TO SHEET E600.

7. { B#} PUSH BUTTON REFERS TO SCENE QUANTITY. CONTROL STATION SHALL BE CAPABLE

OF [RAISE/LOWER AND] SWITCHING ON/OFF FOR MULTIPLE SCENES AS INDICATED ON

SHEETS AND THE LIGHTING SEQUENCE OF OPERATIONS {L##}. COORDINATE QUANTITIES OF

BUTTONS FOR CONTROL STATIONS WITH LIGHTING CONTROL MANUFACTURER. REFER TO

SHEET E600.

8. { L##} DENOTES THE LIGHTING SEQUENCE OF OPERATIONS FOR THIS SPACE. REFER TO

SHEET E600.

9. VACANCY/OCCUPANCY SENSOR LAYOUT: SENSORS ARE SHOWN ON THE PLANS FOR

DESIGN INTENT AND MAY NOT REPRESENT EVERY DEVICE. PROVIDE MANUFACTURER

SPECIFIC FLOOR PLAN LAYOUTS SHOWING LOCATION, ORIENTATION, AND COVERAGE AREA

OF EACH CONTROL DEVICE, SENSOR, AND CONTROLLER/INTERFACE. AREAS REQUIRING

MULTIPLE SENSOR DEVICES FOR APPROPRIATE COVERAGE, SUBMIT SPECIFIC

MANUFACTURER-APPROVED SENSOR LAYOUT AS AN OVERLAY DIRECTLY ON THE PROJECT

DRAWINGS, EITHER IN PRINT OR APPROVED ELECTRONIC FORM.

ELECTRICAL MOUNTING SUBSCRIPT KEY:

A MOUNT AT +6" TO CENTERLINE ABOVE COUNTER OR BACKSPLASH

C MOUNT AT CEILING

H MOUNT ORIENTED HORIZONTALLY

L MOUNT IN CASEWORK

M MOUNT IN MODULAR FURNITURE

R MOUNT IN SURFACE RACEWAY

EWC ELECTRIC WATER COOLER

ELECTRICAL GENERAL NOTES:

LUMINAIRE

F1 = FIXTURE TAG

1 = CIRCUIT NUMBER

a = SWITCH DESIGNATION

NL = SUBSCRIPT (IF APPLICABLE)

Z = ZONE DESIGNATION

*IF LABEL IS ORIENTED HORIZONTALLY A SLASH WILL SEPARATE THIS

INFORMATION. EX: F1 / 1 / a / NL

DEVICE

A = MOUNTING (IF APPLICABLE)

1 = CIRCUIT NUMBER

*IF LABEL IS ORIENTED HORIZONTALLY A SLASH WILL SEPARATE THIS

INFORMATION. EX: A / 1

LUMINAIRE KEY:

DEVICE KEY:

1. REFER TO E400 FOR POLE BASE DETAIL.

2. REFER TO E600 FOR SEQUENCE OF OPERATIONS.

3. EXTERIOR LUMINAIRES SHALL BE TARGETED AND ADJUSTED BY THE CONTRACTOR UNDER

THE OBSERVATION AND IN COMPLIANCE WITH RECOMMENDATIONS OF THE ENGINEER. ALL

LABOR AND MATERIAL COSTS MADE NECESSARY BY THIS REQUIREMENT SHALL BE

INCLUDED.

TYPICAL NEW CONSTRUCTION:

ATS-# AUTOMATIC TRANSFER SWITCH, REFER TO

TRANSFER SWITCH SCHEDULE

26 36 00

BAT-# BATTERY RACK 26 32 13

CR-# CORD REEL 26 27 26

CT-# CABLE TRAY 26 05 36

DIM-# DC DIMMING PANEL 26 09 33

DP-# DISTRIBUTION PANEL 26 24 16

DR-# DIMMING RACK 26 09 33

DT-# GENERATOR DAY TANK 26 32 13

DTR-# TRANSFORMER - DISTRIBUTION TYPE

REFER TO TRANSFORMER SCHEDULE

26 12 19

26 32 13GCC-# TEMP. GENERATOR/LOAD BANK CONNECTION CABINET

26 32 13GCP-# GENERATOR CONTROL PANEL

26 32 13GEN-# GENERATOR

26 32 13GANN-# GENERATOR REMOTE RADIATOR

26 05 33HH-# HANDHOLE

26 05 17HT-# HEAT TAPE

26 52 00INV-# LIGHTING INVERTER

26 20 00M-# METER DISTRIBUTION CENTER

26 20 00EXTERIOR MOUNTED METERING CABINETMC-#

26 14 19MCC-# MOTOR CONTROL CENTER, REFER TO MOTOR CONTROL SCHEDULE

26 05 37MH-# MANHOLE

26 36 00MTS-# MANUAL TRANSFER SWITCH, REFER TO TRANSFER SWITCH SCHEDULE

26 24 19MX-# MANUAL SWITCH, REFER TO DISCONNECT AND STARTER SCHEDULE

PDU-# POWER DISTRIBUTION UNIT 26 26 00

PS-# PAD-MOUNT MEDIUM VOLTAGE SWITCH 26 13 15

R-# RELAY 26 09 39

RA-ATS-# REMOTE ANNUNCIATOR FOR ATS 26 36 00

SB-# SWITCHBOARD 26 24 13

SC-# SECTIONALIZING CABINET 26 13 14

SG-# SWITCHGEAR 26 23 00

SMP-# SNOW MELT CONTROL PANEL 26 05 17

SPD-# SURGE PROTECTION DEVICE 26 43 00

UD-# UNDERFLOOR DUCT - TRENCH DUCT - CELLULAR FLOOR DUCT 26 05 38

US-# UNIT SUBSTATION 26 11 00

VFD-# VARIABLE FREQUENCY DRIVE - REFER TO VFD SCHEDULE 26 29 23

26 24 14GPS-# GENERATOR PARALLELING AND DISTRIBUTION SWITCHBOARD

26 24 23MPC-# PACKAGED POWER CENTER

WD-# WALL DUCT 26 05 38

SMS-# PAVEMENT MOUNTED DEICING CONTROLLER 26 05 17

26 13 35

26 13 13MVSG-# MEDIUM VOLTAGE SWITCHGEAR

UPS-# UNINTERRUPTIBLE POWER SUPPLY 26 33 53

26 12 13

26 12 21

C-# GENERAL PURPOSE CONTACTOR 26 28 21

26 13 34

ELECTRICAL EQUIPMENT TAGS

TAG: DESCRIPTION:

RELATED

SPECIFICATION

OC SW-OC-P-P OCCUPANCY SENSOR - PASSIVE INFRARED

360 DEGREE COVERAGEP

OC SW-OC-P-P2 OCCUPANCY SENSOR - PASSIVE INFRARED

100 DEGREE COVERAGEP2

OC SW-OC-D OCCUPANCY SENSOR - DUAL TECHNOLOGY

D

ALCR ALCR20 AUTOMATIC LOAD CONTROL RELAY

LS SW-LS-D DAYLIGHT LEVEL SENSOR - DIMMING

D

26 09 33

26 09 33

26 09 33

26 09 33

SW-LS-PC PHOTOCELL26 09 33PC

CB-# 26 28 16 CIRCUIT BREAKER - SURFACE MOUNTED.

CB-# 26 28 16 CIRCUIT BREAKER - FLUSH MOUNTED.

DS-#/FDS-#/DSS-# 26 28 16 DISCONNECT SWITCH.

26 09 33

ELECTRICAL SYMBOL LIST

SYMBOL: TAG: SPEC

SECTION:

DESCRIPTION:

SW-DCS DIMMER CONTROL STATION26 09 33#B

TC-# TIME CLOCK - WATTSTOPPER LMZC-301

ZONE CONTROLLER

26 09 33TC

JB 26 05 33 JUNCTION BOX

J

J

ECONN 26 05 33 ELECTRICAL CONNECTION

E

E

PANEL '###' 26 24 16 PANELBOARD - SURFACE MOUNT

PANEL '###' 26 24 16 PANELBOARD - RECESS MOUNT

IPP-# 26 24 21 ISOLATED POWER PANEL

MG 26 24 21 MASTER GROUND STATION MODULEMG

GB 26 05 26 GROUND BUSGB

PB PB 26 09 16 MOMENTARY PUSHBUTTON OPERATOR

CPC 26 09 16 CONTROL POWER CABINETCPC

MX-#/MS-#

/CB-#/CS-#

26 24 19 MANUAL SWITCH / STARTER / COMBINATION

STARTER/ CIRCUIT BREAKER.

LCS-# 26 09 33 LIGHTING CONTROL STATION

ELECTRICAL SYMBOL LIST

SYMBOL: TAG: SPEC

SECTION:

DESCRIPTION:

SW WALL CONTROL STATION26 09 33SW

LCD SW-LCD LIGHTING CONTROL LCD STATION26 09 33

CUP-# CUSTOM UTILITY PEDESTAL 26 27 16

26 12 16

EVCS-# ELECTRICAL VEHICLE CHARGING STATION 26 27 29

POLE MOUNTED LUMINAIRE

EMERGENCY UNIT

ELECTRICAL SYMBOL LIST

SYMBOL: TAG: DESCRIPTION:

REC-DUP-WP 26 27 26 DUPLEX GFI WEATHERPROOF RECEPTACLE 125VW

ELECTRICAL SYMBOL LIST

SYMBOL: TAG: SPEC

SECTION:

DESCRIPTION:

REC-PED-QUAD 26 05 33 RECEPTACLE - PEDESTAL STYLE

REC-DUP-PED 26 05 33 RECEPTACLE - PEDESTAL STYLE

REC-QUAD-WP 26 27 26 QUAD GFI WEATHERPROOF RECEPTACLE, 125VW

REFER TO LUMINAIRE

SCHEDULE

RFFS-# REMOTE FUEL FILL STATION 26 32 13

SW-OC-R DIGITAL LIGHTING CONTROL RELAY.

# - REFERS TO NUMBER OF RELAYS

D - REFERS TO 0-10V DIMMING CONTROLLER

D# 26 09 33R

SUGGESTED MATRIX OF RESPONSIBILITY

ITEM: SHOWN ON:

FURNISHED

BY:

INSTALLED

BY: NOTES:

TECHNOLOGY ROUGH-IN, REFER TO

TECHNOLOGY EQUIPMENT SCHEDULE

AND SPECIFICATIONS FOR DEFINITION

T-SERIES E.C. E.C. 3. 4.

CONDUIT SLEEVES (WHEN SHOWN ON

DRAWINGS)

T-SERIES E.C. E.C.

CONDUIT SLEEVES (NOT SHOWN BUT

REQUIRED FOR PROPER INSTALLATION

OF SYSTEM)

N/A T.C. T.C. 2. 4.

TELECOMMUNICATION SYSTEMS

ROUGH-IN

T-SERIES E.C. E.C. 1.

TELECOMMUNICATION EQUIPMENT,

CABLING, AND TERMINATIONS

T-SERIES T.C. T.C.

HANDHOLES AND ASSOCIATED

CONDUITS

T-SERIES E.C. E.C.

LINE VOLTAGE POWER (+120V OR

GREATER)

E-SERIES E.C. E.C.

LINE VOLTAGE POWER (NOT SHOWN

BUT REQUIRED FOR PROPER

INSTALLATION OF SYSTEM)

N/A T.C. E.C. 2. 4.

LINE VOLTAGE POWER FOR DOOR

HARDWARE POWER SUPPLIES

ARCH SPEC E.C. E.C.

LOW VOLTAGE CABLING FOR

TECHNOLOGY SYSTEMS

T-SERIES T.C. T.C.

CABLE HANGERS AND SUPPORTS OR

OTHER CABLE ROUTING METHODS

(OTHER THAN CONDUIT AND CABLE

TRAY)

T-SERIES T.C. T.C. 5.

SUGGESTED MATRIX OF RESPONSIBILITY NOTES

1. LOCATIONS OF TELECOMMUNICATIONS ROUGH-INS SHALL BE INDICATED BY THE INFORMATION

OUTLET SYMBOLS ON THE DRAWINGS. REFER TO THE TECHNOLOGY SYMBOL LIST FOR

ADDITIONAL INFORMATION.

2. BASED ON THE INHERENT DIFFERENCES IN PRODUCTS FROM VARIOUS MANUFACTURERS, ALL

REQUIRED EQUIPMENT MAY NOT BE SHOWN ON THE DRAWINGS FOR ALL ACCEPTABLE

MANUFACTURERS.

3. INCLUDES BACKBOXES AND CONDUIT REQUIRED FOR THE TECHNOLOGY SYSTEMS

INSTALLATION. THE E.C. SHALL BASE THE BID ON THE BASIS OF DESIGN SHOWN ON THE

CONTRACT DOCUMENTS.

4. ALL CHANGES TO THE SLEEVES, BACKBOXES, CONDUITS, AND POWER REQUIRED BECAUSE OF

THE T.C.'S SELECTION OF AN ALTERNATE ACCEPTABLE MANUFACTURER OR FROM SYSTEM

CONFIGURATIONS THAT ARE LEFT TO THE CHOICE OF THE CONTRACTOR SHALL BE INCLUDED

IN THE T.C.'S BID. THIS BID SHALL INCLUDE INSTALLATION BY A LICENSED ELECTRICIAN.

5. UNLESS TRADE RULES DICTATE OTHERWISE.

13890 bishops drive, suite 250 brookfield, wi 53005

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

NAGEL

project number:

IMEG CORP.

15 Sunnen Drive Suite 104, St. Louis, MO 63143

PH: 314-932-2611

07/19/2024

B

IM

/2

.0

V A

-K a n s a s C it y

M O

-S e c u ri ty

/E T

.0

V e te ra n s A ff a ir -K a n s a s C it y

M O

-S e c u ri ty

C

.r v t

/1

/2

:1

:0

A

M

E000

ELECTRICAL COVERSHEET CORRECT DEFICIENCIES FROM

PHYSICAL SECURITY STUDY

4801 LINWOOD BLVD, KANSAS CITY, MO, 64128

589-22-465

CAMPUS

07/19/2024 PLR ZMB

BID DOCUMENTS

22011

ELECTRICAL SHEET INDEX

E000 ELECTRICAL COVERSHEET

E400 ELECTRICAL DETAILS

E600 ELECTRICAL SCHEDULES

ES101 LEVEL 01 SITE PLAN - ELECTRICAL

GRAND TOTAL: 4

Revisions: Date:

35% SCHEMATIC DESIGN 12/23/2022

65% DESIGN DEVELOPMENT 02/28/2023

95% CONSTRUCTION DOCUMENTS 05/19/2023

100% CONSTRUCTION DOCUMENTS 06/26/2023

100% R CONSTRUCTION DOCUMENTS 07/28/2023

100% R2 CONSTRUCTION DOCUMENTS 06/28/2024

BID DOCUMENTS 07/19/2024

APPROX. 360 LFT OF 9 FT. FENCE TYPE 1

APPROX. 385 LFT OF 9 FT. FENCE TYPE 1

(MEASURED FROM TYPE 1 GATE TO GATE)

APPROX. 250 LFT OF 9 FT. FENCE TYPE 1

(MEASURED FROM PIER TO POST)

APPROX. 350 LFT OF 9 FT. FENCE TYPE 1

(MEASURED FROM PIER TO PIER)

APPROX. 625 LFT OF 9 FT. FENCE TYPE 1

(MEASURED FROM PIER TO PIER)

35TH ST

E lm w o o d A v e

E m a n u e l C le a v e r

II

B lv d

APPROX. 100 LFT OF 9 FT. FENCE TYPE 1

(MEASURED FROM GATE TO GATE)

APPROX. 45 LFT OF 9 FT. FENCE TYPE 1

(MEASURED FROM GATE TO PIER)

EXISTING FENCE

NEW PILASTER

NEW PILASTER

NEW PILASTER

NEW PILASTERS

NEW PILASTER

EXISTING FENCE

80'

40'

E

E

E

E E

E E

E

{LE1}

{LE1}

{LE1}

{LE1}

R

TC

R TC

R TC

E

E

E

E

E

EE

{LE1}

{LE1}

R

COVID PANEL B

COVID PANEL A

A/b/Z2A A/b/Z2A A/b/Z2A A/b/Z2A A/b/Z2A A/c/Z3A A/c/Z3A A/c/Z3A A/c/Z3A A/c/Z3A A/c/Z3A A/c/Z3A A/c/Z3A A/c/Z3A A/c/Z3A

A/c/Z4A

A/b/Z2A

A/b/Z2A

A/b/Z2A

A/b/Z2A

A/b/Z2A

A/a/Z1A

A/a/Z1A

A/a/Z1A

A/a/Z1A

A/a/Z1A

A/a/Z1A

A/a/Z1A

A/a/Z1A

A/a/Z1A

A/c/Z4A A/c/Z4A A/c/Z4A

A/c/Z4A

BUILDING 6

FISHER

HOUSE

f f g g g h h h

D1

D3

3 3

A/d/Z5A

A/d/Z5A

A/d/Z5A

A/d/Z5A

A/d/Z5A

A/d/Z5A

A/d/Z6A

A/d/Z6A

A/d/Z6A

A/d/Z6A

A/d/Z6A

A/d/Z6A

BUILDING 26

D3

A/e/Z7A

A/e/Z7A

A/e/Z7A

A/e/Z7A

A/e/Z7A

A/e/Z7A

A/e/Z8A

A/e/Z8A

A/e/Z8A

A/e/Z8A

A/e/Z8AA/e/Z8A j j j j k kk

D1

13890 bishops drive, suite 250 brookfield, wi 53005

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD…