121.3

WHG - HM1 - HW - B903'-0" x 7'-0"

Opening no.

Door type - Frame Type - HW Set - Fire Rating

Nominal opening - width x height.

A101

1

Ref

1Re

f

1 Re

f

1

Ref

A101

1

1

1

1

Sheet Number

(Denotes exterior elevation.)

Elevation Number

Sheet Number

(Denotes interior elevation.)

Elevation Number

First Floor

100'-0"

Floor Level

Elevation

1A101

SIM__________

1A101

SIM__________

Building Section Number

Sheet Number

Wall Section Number

Sheet Number

1A101

SIM__________ Detail Section Number

Sheet Number

SIM1

A101

Callout Number

Sheet Number

1 Revision Number

Revision Cloud

Date:

Drawn By:

Checked By:

Project Number:

Drawing Name:

Drawing Number:

© 2017, WMA Architects/Planners, Inc.

dba WM2A Architects. These drawings, as

instruments of service, remain the property

of the Architect. Unauthorized use or

reproduction is forbidden.

12

/27

/20

18

3:1

1:0

3 P

M

Author

Checker

2018-091

G0-0

12/29/18

Macon-BibbCounty Parks and

RecreationDepartment

Renovationsand

Additions tothe Brad

HendersonMemorialStadium

COVER SHEET

2172 Anthony RdMacon, GA

CO

NC

EP

TU

AL

ABBREVIATIONS & TERMS

ABBR. DEFINITION

SYS SYSTEM

T

T TREAD

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

TC TOP OF CURB

TEL TELEPHONE

TEMP TEMPERATURE

THK THICK

TLT TOILET

TOB TOP OF BEAM

TOC TOP OF CONCRETE

TOF TOP OF FOOTING

TOP TOP OF PARAPET

TOS TOP OF SLAB

TOSTL TOP OF STEEL

TRK TRACK

TW TOP OF WALL

TYP TYPICAL

V

UNO UNLESS NOTED OTHERWISE

VAR VARIES

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VTR VENT THROUGH ROOF

VWC VINYL WALL COVERING

W

W WIDTH

W/ WITH

W/O WITHOUT

WD WOOD

WF WIDE FLANGE

WL WIND LOAD

WP WATERPROOF(ING)

WP WORK POINT

WR WATER RESISTANT

WWF WELDED WIRE FABRIC

ABBREVIATIONS & TERMS

ABBR. DEFINITION

REF REFER OR REFERENCE

REINF REINFORCING

RELOC RELOCATE/RELOCATED

REQ'D REQUIRED

REV REVERSE

RFVC RECESSED FIRE VALVE CABINET

RM ROOM

RO ROUGH OPENING

RTF ROOF TOP FAN UNIT

RTU ROOF TOP UNIT

S

SAB SOUND ATTENUATION BLANKET

SB SPLASH BLOCK

SBC STANDARD BUILDING CODE

SCHED SCHEDULE

SCR SCRIBE

SCWD SOLID CORE WOOD DOOR

SD SOAP DISPENSER

SDL SUPERIMPOSED DEAD LOAD

SECT SECTION

SHR SHOWER

SHT SHEET

SHW SHOWER

SIM SIMILAR

SJ SCORED JOINT

SMS SHEET METAL SCREW

SO STRUCTURAL OPENING

SOG SLAB ON GRADE

SP SPANDREL PANEL

SPA SPACE, SPACING

SPEC SPECIFICATION

SQ SQUARE

SS STAINLESS STEEL

STA STATION

STD STANDARD

STIFF STIFFENER

STL STEEL

STRUC STRUCTURAL

SUSP SUSPENDED

SYM SYMMETRICAL

ABBREVIATIONS & TERMS

ABBR. DEFINITION

OD OVERFLOW DRAIN

OH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OSF OUTSIDE FACE

P

PC PORTLAND CEMENT

PCF POUNDS PER CUBIC FOOT

PD PENCIL DRAWER

PENT PENTHOUSE

PL PROPERTY LINE

PLAM PLASTIC LAMINATE

PLUMB PLUMBING

PLYWD PLYWOOD

POL POLISHED

PORT CEM PORTLAND CEMENT

PP PUSH PLATE

PR PAIR

PREFAB PREFABRICATED

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PTD PAINTED

Q

QT QUARRY TILE

R

R RISER

RAD RADIUS

RAD RADIUS

RAF RUBBERIZED ASPHALT FLASHING

RAM RUBBERIZED ASPHALT MEMBRANE

RAU RUBBERIZED ASPHALT

UNDERLAYMENT

RB RUBBER BASE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REBAR REINFORCING BAR

RECP RECEPTACLE

ABBREVIATIONS & TERMS

ABBR. DEFINITION

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LOC LOCATION

LT LIGHT

LTP LIGHT POLE

LWC LIGHTWEIGHT CONCRETE

M

MAS MASONRY

MAT'L MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MEMB MEMBRANE

MFG MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MOD MODIFIED

MOD BIT MODIFIED BITUMEN

MSL MEAN SEA LEVEL

MT METAL THRESHOLD

MTL METAL

N

N/A NOT APPLICABLE

NA NOT AVAILABLE

NIC NOT IN CONTRACT

NOM NOMINAL

NS NEAR SIDE

NTS NOT TO SCALE

NWC NORMAL WEIGHT CONCRETE

O

O,C OWNER FURNISHED,

CONTRACTOR INSTALLED

O,O OWNER FURNISHED, OWNER

INSTALLED

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

ABBREVIATIONS & TERMS

ABBR. DEFINITION

GND GROUND

GR GRADE

GRG GLASS-REINFORCED GYPSUM

GYP BD GYPSUM BOARD

H

HB HOSE BIB

HCWD HOLLOW CORE WOOD DOOR

HDW HARDWARE

HDWD HARDWOOD

HK HOOK

HM HOLLOW METAL

HOR HORIZONTAL

HP HIGH POINT

HR HOUR

HS HEADED STUD

HSKP HOUSEKEEPING

HT HEIGHT

HW HAND WASH

I

ID INSIDE DIAMETER

INSUL INSULATION

INT INTERIOR

J

JT JOINT

K

K KIPS (1000 LB)

KO KNOCK-OUT

KP KICKPLATE

KPD KEYPAD

KSF KIPS PER SQUARE FOOT

KT KEYBOARD TRAY

L

LAV LAVATORY

LG LONG

LGMS LIGHT GAUGE METAL STUD

LKB LOCKABLE

ABBREVIATIONS & TERMS

ABBR. DEFINITION

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC

ELEV ELEVATOR

EQ EQUAL

EQUIP EQUIPMENT

ESC ESCALATOR

EW EACH WAY

EWC ELECTRIC WATER COOLER

EXIST, EX, EXG EXISTING

EXP BLT EXPANSION BOLT

EXT EXTERIOR

F

FD FLOOR DRAIN

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FLOOR

FFE FINISH FLOOR ELEVATION

FH FIRE DYDRANT

FHC FIRE HOSE CABINET

FHWS FLAT HEAD WOOD SCREW

FIN FINISH

FLR FLOOR

FR FIRE RESISTANT

FS FAR SIDE

FT FOOT

FTG FOOTING

FV FIELD VERIFY

FVC FIRE VALVE CABINET

G

GA GAUGE

GALV GALVANIZED

GB GRADE BEAM

GEN GENERAL

GFRC GLASS-FIBER REINFORCED

CONCRETE

GI GALVANIZED IRON

GL GLASS

ABBREVIATIONS & TERMS

ABBR. DEFINITION

CIP CAST IN PLACE

CJ CONTROL JOINT

CJ CONSTRUCTION JOINT

CL CENTER LINE

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CNTRTOP COUNTERTOP

COL COLUMN

COMM COMMUNICATIONS

CONC CONCRETE

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS

COORD COORDINATE

CORR CORRIDOR

CR CRASH RAIL

CSK COUNTERSUNK

CSS CLINICAL SERVICE SINK

CT CERAMIC TILE

CTD CENTERED

CTR CENTER

CW CURTAIN WALL

D

D DEPTH

DET DETAIL

DIA DIAMETER

DIAPH DIAPHRAGM

DIM DIMENSION

DJ DEFLECTION JOINT

DL DEAD LOAD

DN DOWN

DS DOWNSPOUT

DW DRYWALL

DWG DRAWING

DWMS DRY WALL METAL STUD

E

EA EACH

EF EACH FACE

EIFS EXTERIOR INSULATION AND FINISH

SYSTEM

ABBREVIATIONS & TERMS

ABBR. DEFINITION

A

AB ANCHOR BOLT

ACT ACOUSTICAL CEILING TILE

AD AREA DRAIN

ADD ADDENDUM

ADD'L ADDITIONAL

ADJ ADJACENT

AFF ABOVE FINISH FLOOR

AGGR AGGREGATE

AJS ARCHITECTURAL JOINT SYSTEM

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZED

APPROX APPROXIMATE

ARCH ARCHITECTURAL

ATOS ABOVE TOP OF SLAB

B

BD BOARD

BF BACKFACE

BG BUMPER GUARD

BL BED LOCATOR

BL BUILDING LINE

BLDG BUILDING

BLKG BLOCKING

BM BEAM

BOT BOTTOM

BR BUMPER RAIL

BRG BEARING

BSM BUILDING SYSTEMS

MANUFACTURER

BSMT BASEMENT

BTW BTW

BU ROD BACK-UP ROD

BUR BUILT-UP ROOF

BW BEARING WALL

C

CDR CARD READER

CEM CEMENT

CER CERAMIC

CG CORNER GUARD

New Football Field Drainage and Turf for

Brad Henderson Memorial StadiumMacon-Bibb County Parks and Recreation Department

2172 Anthony Rd.

Macon, GA

12/29/2018 - Final Design

CIVIL

COMPANY

ADDRESS

ADDRESS

PHONE

CONTACT:

STRUCTURAL

COMPANY

ADDRESS

ADDRESS

PHONE

CONTACT:

ARCHITECTURAL

WM2A ARCHITECTS

348 COTTON AVENUE SUITE 500

MACON, GEORGIA 31201

478-745-4945

CONTACT: TREY WOOD

FIRE PROTECTION

COMPANY

ADDRESS

ADDRESS

PHONE

CONTACT:

MECHANICAL

COMPANY

ADDRESS

ADDRESS

PHONE

CONTACT:

PLUMBING

COMPANY

ADDRESS

ADDRESS

PHONE

CONTACT:

ELECTRICAL

COMPANY

ADDRESS

ADDRESS

PHONE

CONTACT:

CONTACT INFORMATION

1 1/2" = 1'-0"

Symbol Legend

REVISIONS

# DATE DESCRIPTION

SHEET INDEX

G0.0 COVER SHEET

SS-1 SITE SURVEY

C1-0 DEMO PLAN

C1-1 NEW WORK PLAN

C1-2 UNDERFIELD DRAINAGE

C1-3 IRRIGATION PLAN

LOCATION MAPAREA TOPO MAP

FIELD TOPO

AERIAL PHOTO

BENCHMARK:RAILROAD SPIKE

SET IN LIGHT POLEELEVATION=367.01'

Z:\4064 - Macon-Bibb County Gov\021 (F859) - TPS (Henderson Field Renovations)\working drawings\F859 TPS.dwg, 12/20/2018 11:48:17 AM, srousey

UP

370.0

369.9

368.8

354.9

369.7

371.2

370.1

368.5

368.9

369.2

369.1

369.2

369.2

369.2

368.7

368.9

369.4

369.8

369.8

369.9

369.9

369.7

369.4

368.9

368.7

369.0

369.1

369.1 369.0

369.1

368.9

368.3

369.10

370.17

370.36

370.33

370.36

370.30

370.08

370.31

370.16

370.13

370.06

369.99

369.98

370.11

368.89

368.87

368.97

368.91

368.85

368.79

368.07 370.03

369.93

370.33

370.29

370.14

370.18

370.19

370.26

370.14

370.22

370.18

370.09

370.113

70.35

370.36

370.11

370.47

370.45

370.13

368.76

368.42

368.44

368.44

368.29

367.98

367.62

367.96

370.23

369.84

369.81

369.14

369.75

369.66

369.60

369.70

369.74

369.67

369.71

368.94

365.10

369.58

369.54

369.49

369.95

369.83

369.40

369.32369.91

369.96

369.82

369.80

369.92

369.56

368.79

368.95

368.45

368.48

367.79

367.70

367.66

367.58

367.34

368.39

368.61

368.64

368.46 367.92

368.70

369.50

369.40

369.38

369.51

369.44

369.35

369.30

368.57

365.66

364.55

363.75

363.12363.34

362.40

362.82

362.34

361.9

2

361.19

360.66

360.11

360.02

358.88

358.37

359.21

358.40

356.86

359.11

359.96

361.04

361.44

362.16

363.10

364.12

364.88

365.36

366.63

366.27

366.36

366.94

367.61

368.30

368.74

369.27

369.06

368.70

368.65

367.35

366.98

366.54

366.25

365.76

370.1

414.68

414.39

415.25

413.78

414.35

413.13

412.86

413.72

412.71

412.20 411.6

5410.96

411.7

7

411.7

8

411.3

5410.52410.01

408.88

409.90

409.52

409.79

408.44

408.11

408.46

407.90

406.58

407.65

406.67

406.58

406.10

404.64

405.72

404.30

404.35

403.76

402.47

403.72

401.2

0401.3

1400.57

397.59

397.43 397.08

396.06

397.20

392.95

392.98392.54

391.18392.28

388.44

388.47

388.02

386.95

388.45

383.90

383.96

383.37383.97

380.53

380.51

379.88

378.96

377.63

377.54

376.92

375.87

376.67

375.09

373.56

374.73

TC=418.88

FL=

418.38

TC=419.95

FL=

419.45

TC=417.79

FL=

417.29

TC=41 8.01

FL =

41 7.51

TC=416.14

FL=

415.64

TC=376.98

FL=

376.48

TC=377.99

FL=

377.49

TC=375.52

FL=

375.02

TC=371.97

FL=371.47

TC=381.3

5FL=

380.90

TC=374.71

FL=374.22

TC=373.30

FL=

372.76 TC=370.65

FL=370.22

TC=365.41

FL=364.95

TC=361.86

FL=361.41

TC=360.29

FL=359.84

TC=357.50

FL=357.09

TC=355.47

FL=354.97

TC=354.65

FL=354.12

TC=354.20

FL=353.67

TC=353.99

FL=353.46

TC=354.28

FL=353.78

TC=354.37

FL=353.87

TC=353.04FL=352.54

TC=352.86FL=352.36

TC=355.96FL=355.46

TC=353.51FL=353.01

TC=352.45FL=351.95

TC=351.97

FL=351.47

TC=353.57

FL=353.07

TC=354.85

FL=354.35

TC=359.25

FL=358.75

TC=361.74

FL=361.24

TC=364.60

FL=364.10

420.03

419.85

418.04

371.90

373.41

372.95

370.80

368.72

367.44

365.57

362.00

360.43

355.51

354.78

354.31

354.10

353.68

352.52

351.84

353.59

354.95

355.17

356.98

358.91

361.24

365.21

364.14

381.40

377.45377.29

370

375

380

360

365

365

370

375

380

385

390

395

400

405

410

415

420

370

375

380

385

390

395

400

405

410

370375380385390395400405

370

375

380385390395

370

375

380

360

365

355

350

355

360360

365

360

365

365

365

360

360

350

360

370

375

380

415

395

400

405

380

385

375

380

385

390

360

PLANT STREET CHURCH OF CHRIST

PLANT STREET CHURCH OF CHRIST

PERRY-STEVENS POST 9709 TR

CYRUS STEVENSON

ELLIS

S. EVANS, JR.

ROUSE WYBER,

JR.

MACON-BIBB

COUNTY

MOSES JACKSON

ANTHONY ROAD

HENDERSON DRIVE

R/W VARIES

R/W VARIES

ICV

CO

SSMH

RIM=368.76

INV A=361.4

6INV B=361.4

2

SSMH

RIM=369.48

INV A=362.48

INV B=360.36

INV C=359.78

CO

COCO

CO

CO

SSMH

RIM=369.59

INV A=364.41

INV B=363.41

CO

CO

CO

CO

CO

CO

COCO

CO

CO

SSMH

RIM=370.30

INV A=348.40

INV B=348.31

CO

CO

CO

CO

CO

SSMH

RIM=353.47

INV A=336.05

INV B=336.02

INV C=335.47

SSMH

RIM=359.09

INV A=337.73

INV B=336.79

SSMH

RIM=362.35

INV A=343.25

INV B=342.45

SSMH

RIM=363.90

INV A=353.28

INV B=351.9

2INV C=351.5

8

DI

TOP=379.06

INV=372.14

INLET

TOP=359.87

THR=358.20

INV=353.12

CURB INLET

RIM=352.91

THR=352.15

INV=348.73

SDMH

RIM=372.81

INV A=369.49

INV B=367.45

INV C=363.48

CURB INLET

RIM=358.08

THR=357.24

INV A=353.96

INV B=353.32

CURB INLET

RIM=376.26

THR=375.35

INV=369.95

CURB INLET

RIM=356.60

THR=355.86

INV A=350.43

INV B=349.99

YARD INLET

RIM=363.12

THR=361.9

9INV A=343.60

INV B=343.52

SDMH

RIM=353.36

INV A=345.87

INV B=344.59

INV C=344.36

YARD INLET

RIM=358.63

THR=357.50

INV A=340.61

INV B=340.58

SDMH

RIM=349.26

INV=338.17

CI

RIM=351.9

1THR=351.0

0INV A=345.59

INV B=344.76

YARD INLET

RIM=362.56

INV A=345.20

INV B=345.06

INV C (TOP OF 15" CLAY PIPE)=

352.65

YARD INLET

RIM=358.77

THR=357.57

INV A=351.7

1INV B=351.5

1

12" CHERRY

12" CHERRY

12" CHERRY

12" CHERRY

12" CHERRY

12" CHERRY12" CHERRY

15" OAK8"O

AK

TRIPLE 12"OAK

15" OAK

12"OAK

18 RCP

INV=364.41

CMP

INV=356.38

18 RCP

INV=370.32

INV=367.93

INV=367.42

INV=355.55

INV=358.80

INV=358.66

INV=343.22

INV=348.48

40' DRAINAGE EASEMENT

(P.B. 66 PG. 78)

DRAINAGE EASEMENT

(P.B. 66 PG. 78)

APPROX. LAND DISTRICT LINE

APPROX. LANDLOT LINE

4TH LAND DISTRICT

MACON RESERVE WEST

4TH LAND DISTRICT

MACON RESERVE WEST

APPROX. LANDLOT LINE

GOAL POSTGOAL POST

SCORE BOARD

PRESSBOX

CONCESSION STAND &RESTROOMS (BELOW

BLEACHERS)RESTROOMS

(BELOW BLEACHERS)

RESTROOMS(BELOW BLEACHERS)

CONCESSION STAND(BELOW BLEACHERS)

RESTROOMS(BELOW BLEACHERS)

ASPHALT FLUME

BA

15"RCP

24"RCP

15"RCP

24"C

MP

96"CMP

96"CMPAB96"CMP

12"C

PP

A

B

AB

24"C

MP

96"CMP

6"CPP

12"CMP 12"RCPB B C 12"RCPB C

8"CPP

15"RCP

15"RCP

A

BC

24"RCP

24"RCPA

B

C

32"CMP

15"RCP

A

B

32"CMP

18"RCP

32"CMP

18"C

MP

10"RCP

18"RCP

24"RCP

18"RCP

A

BC

A

B

54"RCP

A

B

A

B

A

B

A

B

C

A

B

C

A

B

8"C

LAY

8"CLAY

8"CLAY

8"CLAY

8"CLAY

15"CLAY

15"CLAY

15"CLAY

15"CLAY

384

386

384

384

387

391

392

393

394

396

397

398

399

401

402

403

404

406

407

408

409

411

412

413

414

416

417

418

419

361

362

363

364

366

367

368

369

359

356 357 358

353

352

353

353

354

351

352 353 354 356

357

358

359

362361 359361362363364

359

358359

364363

363364

361362

363

358

358

359

361

354

356

358

359

361

362

363

364

369

371

372

373

374

376377

378379

412

413

414

416

417 418419

396

397

398

399

401

402

403

404

406

407

408

409

377

378

379

381

382

383

384

386

368

369

369

BBB

B B B B B B

FFE=369.92

FFE=370.44

FFE=403.13

FFE=370.52

FFE=370.42

FFE=370.50

FFE=370.46

FFE=370.47

FFE=370.00FFE=370.01

FFE=370.05

FFE=369.98

FFE=369.98

FFE=370.21

FFE=370.32

FFE=370.32

B SCORE BOARD

E SCORE B

1N:10

26955.25

E:2447224.90

Z:364.01

2N:10

26323.69

E:2447124.36

Z:354.12

5021

N:10

27094.70

E:2447213.96

Z:369.45

3N:10

26609.18

E:2446702.33

Z:370.32

4N:10

26909.72

E:2446798.24

Z:367.76

5N:10

26955.40

E:2447224.88

Z:363.01

6N:10

26323.70

E:2447124.35

Z:353.13

5302

N:10

27143.03

E:2446670.27

Z:402.86 1IN RB

5530

N:10

27625.02

E:2446701.57

Z:420.19

5566

N:10

27144.38

E:2447142.08

Z:369.80

5678

N:10

27482.71

E:2447202.87

Z:368.39

5734

N:10

27196.28

E:2447196.40

Z:369.72

5886

N:10

27492.98

E:2446796.18

Z:369.23

6084

N:10

27602.45

E:2446889.82

Z:406.60

6109

N:10

27578.77

E:2447163.96

Z:383.56

6140

N:10

27571.2

2E:2447290.42

Z:382.68

5/8"REBAR

6193

N:10

27438.42

E:2447139.02

Z:370.29

6259

N:10

27523.68

E:2446990.00

Z:369.58

6292

N:10

27247.08

E:2446782.85

Z:369.96

6293

N:10

27381.6

7E:2446779.80

Z:369.59

6502

N:10

27391.8

1E:2446861.23

Z:371.0

5

7066

N:10

27288.43

E:2447141.4

1Z:370.15

7210

N:10

26465.23

E:2447266.28

Z:354.38

7211

N:10

26429.61

E:2447191.3

5Z:358.43

7212

N:10

26548.96

E:2447264.70

Z:360.91

7213

N:10

26997.28

E:2447312.88

Z:364.69

7572

N:10

27312.42

E:2447282.48

Z:361.9

0

7638

N:10

27456.62

E:2447304.91

Z:359.41

7669

N:10

27549.89

E:2447326.75

Z:365.51

1/2" REBAR WITH CAP DGA

1/2" REBAR WITH CAP DGA

1/2" REBAR WITH CAP DGA

1/2" REBAR WITH CAP DGA

1/2" REBAR CAP

1/2" REBAR CAP

1/2" REBAR CAP

L.L. L.L.

L.L.

L.L.

L.L.

L.L.

1 1/4"GAS MAIN

JBJB

JB

JB

JB

JB

JB

JBJBJBJB

S S S S

S JB S S

10" WATER MAIN

10" WATER MAIN

TRANSFORMERPAD

ONE STORYBRICK HOME

(ASPHALT)

(ASPHALT)

851 KEY STREET

PLAT BOOK 72 PAGE 362

DEED BOOK 1590 PAGE 366

TAX PARCEL NUMBER

O083-0001

ZONED C-2

NOW OR FORMERLY

751 KEY STREET

PLAT BOOK 72 PAGE 362

DEED BOOK 1590 PAGE 362

TAX PARCEL NUMBER O083-0002

ZONED R-2

NOW OR FORMERLY

NOW OR FORMERLY

NOW OR FORMERLY

NOW OR FORMERLY

NOW OR FORMERLY

NOW OR FORMERLY

NOW OR FORMERLY

201 SF

MECH

447 SF

CONCESSION

643 SF

STORAGENot Enclosed

LOCKER ROOM

1,250 SF

LOCKER ROOM

273 SF

TLT-F

190 SF

TLT-M

190 SF

TLT-F

273 SF

TLT-M

447 SF

CONCESSION

643 SF

STORAGE

273 SF

TLT-F

190 SF

TLT-M

190 SF

TLT-F

273 SF

TLT-M

387 SF

OFFICE

194 SF

COACHES

42 SF

TLT

Date:

Drawn By:

Checked By:

Project Number:

Drawing Name:

Drawing Number:

© 2017, WMA Architects/Planners, Inc.

dba WM2A Architects. These drawings, as

instruments of service, remain the property

of the Architect. Unauthorized use or

reproduction is forbidden.

12

/27

/20

18

9:5

7:3

0 A

M

BF

CG

2018-091

C1.0

11/30/18

Macon-BibbCounty Parks and

RecreationDepartment

Renovationsand

Additions tothe Brad

HendersonMemorialStadium

EXISTING CONDITIONS

2172 Anthony RdMacon, GA

CO

NC

EP

TU

AL

REVISIONS

# DATE DESCRIPTION

1" = 40'-0"

1 Existing Floor Plan

Date:

Drawn By:

Checked By:

Project Number:

Drawing Name:

Drawing Number:

© 2017, WMA Architects/Planners, Inc.

dba WM2A Architects. These drawings, as

instruments of service, remain the property

of the Architect. Unauthorized use or

reproduction is forbidden.

12

/27

/20

18

2:2

1:0

3 P

M

Author

Checker

2018-091

C1.1

11/30/18

Macon-BibbCounty Parks and

RecreationDepartment

Renovationsand

Additions tothe Brad

HendersonMemorialStadium

NEW WORK SITE PLAN

2172 Anthony RdMacon, GA

CO

NC

EP

TU

AL

KEYNOTES - NEW WORK - FLOOR PLANS

NO. DESCRIPTION

REVISIONS

# DATE DESCRIPTION

Date:

Drawn By:

Checked By:

Project Number:

Drawing Name:

Drawing Number:

© 2017, WMA Architects/Planners, Inc.

dba WM2A Architects. These drawings, as

instruments of service, remain the property

of the Architect. Unauthorized use or

reproduction is forbidden.

12

/27

/20

18

11

:20

:36

AM

BF

CG

2018-091

C1-2

11/30/18

Macon-BibbCounty Parks and

RecreationDepartment

Renovationsand

Additions tothe Brad

HendersonMemorialStadium

UNDERGROUND

DRAIN SYSTEM

2172 Anthony RdMacon, GA

CO

NC

EP

TU

AL

REVISIONS

# DATE DESCRIPTION

Date:

Drawn By:

Checked By:

Project Number:

Drawing Name:

Drawing Number:

© 2017, WMA Architects/Planners, Inc.

dba WM2A Architects. These drawings, as

instruments of service, remain the property

of the Architect. Unauthorized use or

reproduction is forbidden.

12

/27

/20

18

12

:22

:21

PM

BF

CG

2018-091

C1-3

11/30/18

Macon-BibbCounty Parks and

RecreationDepartment

Renovationsand

Additions tothe Brad

HendersonMemorialStadium

IRRIGATION PLAN

2172 Anthony RdMacon, GA

CO

NC

EP

TU

AL

REVISIONS

# DATE DESCRIPTION