18-Track Field and Associated Improvements Combined Site Plan Drawings.pdf

PDF 18 MB Posted

Attached to
School Track, Field and Turf Improvements- Design Build Services
Solicitation number
25-12040-P-AW
Issued by
Fulton County, Atlanta City, Georgia

About this file

These architectural site plan and construction drawings are for the stadium seating improvements at South Alana High School, located in an unspecified jurisdiction. The documents include multiple detailed site plans showing existing and proposed site layouts, architectural elevations, demolition plans, parking configurations, and seating area designs. The drawings are prepared by a registered architect with certificate number 7201, and appear to document a comprehensive renovation of the school's stadium facilities, including modifications to the track, seating areas, parking, and surrounding infrastructure.

The drawings provide extensive technical details about the site's topography, elevation changes, existing structures, and proposed improvements. They include specific measurements, grade levels, and infrastructure details such as drainage systems, utility lines, fencing, and access points. The plans show both home and visitor seating areas, with 7 rows of seating for each section, and include provisions for ADA parking and accessibility. The architectural drawings suggest a complex site with significant grading and structural challenges, requiring precise engineering and architectural planning to integrate the new stadium improvements with the existing landscape and school infrastructure.

View the file

Other files

Show all 22

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

R C

S

KENNETH W. THRASHER

TA

TE

OF GEORGIA

EGISTERED ARCH

ITE

CT

ERTIFICATE NO.

4/19/24

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

U P

UP

UP

UP

UP

UP

UP UP

UP UP UP

UP

UP UP UP

UP

U P

U P

UP

UP

UP

UP

UP

UP

UP

UP

UP UP

W

W

W

W

W

W

W

W W

W W

W W

W

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

1014.18TC

1015.52TC

1016.62TC

1016.36TC

1015.11TC

1014.03TC

1017.92

TBM: FIRE HYDRANT FLANGE BOLT

AT OPEN ARROW, ELEV = 1016.99'

1011.28TC

1011.38TC

1011.50TC10

.94

TC

1001.8

1004.3

1010.70

1011.24

1011.23

1007.7

1010.82

1010.34

1010.88

1010.93

1010.37

1010.34

1010.26

1010.34

1010.26

1010.24

1009.80

1009.91

1010.59

1009.97

1009.95

1009.84

1009.95

1009.91

1010.39

1010.0 1010.0

1010.5

1010.1

FFE1011.48

1009.9

1011.48

FFE1011.42

35OA

1005.8

995.1

15HW

24PN

12PN

17PN

18PN

10HW

15PN

18PN

12PN

18PN

12HW

16PN

14PN

13HW

BOTTOM OF BOX= 4.1

SAND PIT

RUBBER TRACK

6" C

LA

Y

" R

CP

6" PVC

" R

CP

" R

C P

18" R C

P

18" RCP

6" D

IP

8"

CLA

Y

8" CLAY

4" C

LA

Y

10" C

LAY

8" DIP6"

D

IP

8" DIP

6" D

IP

8" D

IP

8" DIP

4" C

LA

Y 4" CLAY

1.

0'

B

LO

C K

1.

0'

B

LO

C K

.5' CONCRETE

EOP

EO

P

EOP

EOP

EOP

EO

P

EOP

EO

P

EOP

EOP

EOP

EO

P

EO

P

EOP

EOP

EO

P

S/W

S/W

S/W S/W

S/W

S/W

S/W

T

T T

G

G

6"D I

6"DI

6"DI

6"D I

6"D I

6'' VAULT 6'' VAULT

EO

P

CO

NC

RE

TE

ASPHALT

ASPHALT

RUBBER TRACK

RUBBER TRACK

R U

BB

ER

T R

AC

K

EOP

2-STORY

BRICK BUILDING

2-STORY

BRICK BUILDING

2-STORY

BRICK BUILDING

2-STORY

BRICK BUILDING

1-STORY

BRICK BUILDING

24'' C&G

24'' C&G

24'' C &G

'' C

&G

24'' C&G

24'' C&G

GRAVEL

RUBBER

TRACK

TRENCH DRAIN

1010.67BW

1010.81BW

UP

4' CHAINLINK FENCE

C H

AI

N

LI

N

K

FE

N C

E

4' CHAINLINK FENCE

C H

AI

N

LI

N

K

FE

N C

E

' C

H

AI

N

LI

N K

FE

N

C E

CHAINLINK FENCE

C H

AI

N

LI

N

K

FE

N C

E

TRENCH DRAIN

TR

EN

C H

D R

AI

N

6"DI

U P

6" D

I

UP

6"DI

CONCRETE

.2 3B

W

.3 4T

W

.2 2B

W

C O

N C

PA

D

" R

CP

W

W

W

2' ' W

2' ' W

2' ' W

APPROXIMATE LOCATION

OF WATER LINE

APPROX. L

OCATIO

N O F

SANITARY SEWER LI

NE

APPROX. LOCATION OF

SANITARY SEWER LINE

W

FIBER OPTIC LINE

NOT TRACEABLE

OA

18OA

18OA

OA

18OA

18OA

18OA

10000

1014.18TC

1017.06 1017.08

1016.44

1015.52TC

1016.62TC

1017.481017.59 1017.61

1017.95

1017.97 1017.92

1017.81 1017.78

1017.78

1016.36TC

1015.11TC

1014.03TC

1012.32

1012.52

1018.19

1018.111017.52 1017.5 1017.4 1017.4 1017.7

1017.92

1017.17

1017.19

1017.241017.19 1017.86

1018.13

1017.95

1017.63

1017.73

1017.28

1017.72 1017.66

1017.75 1017.74

T.B.M.FH" CITY STATE BOLT OPEN ARROW

Elev.=1016.99'

1015.49

1016.02 1015.86

1015.39

1014.87

1014.37

1015.70

1016.81 1016.26

1016.43

1016.39 1016.5

1017.41

1011.28TC

1013.6

1015.2 1015.9

1016.3

1017.0

1018.60

1018.10 1017.40

1017.391017.38

1017.40

1018.34

1017.92 1017.80

1018.12

1018.17

1018.19

1018.31

1017.9

1018.1

1018.6

10483

1012.43

1012.21

1012.2

1012.2

1012.1

1011.38TC

1011.50TC

.94

TC

.7 0T

C

1009.8 1009.71009.7

1009.8

1010.6 1010.2

1010.21010.1

1010.0

1011.51

1011.5

1011.3

.6 4B

W

1010.71BW

1010.43BW

1010.75BW

1010.4

1010.3 1010.4

1010.5 1010.2

1008.4

1009.2

1010.1

1010.1

1010.8

1010.7

1010.9

1010.5

1010.1

1001.8

1002.6

1003.5

1004.0

1004.1

1004.3

1010.70

1011.26

1011.24 1011.30

1011.23

1010.8 1010.8

1011.3

1010.2

1017.2

1016.5

1016.2

1015.7

1013.2 1009.1

1009.0

1008.5

1007.7

1006.3

1012.5

1010.7

1010.7

1011.1

1010.9

1010.82

1010.34

1010.88

1010.93

1010.37

1010.34

1010.26

1010.34

1010.26

1010.24

1009.80

1009.91

1010.59

1009.97

1009.95

1009.84

1009.95

1009.91

1010.39

1010.0 1010.1 1010.0 1010.0

1010.0 1010.0 1010.0

1010.0 1010.0 1010.0

1010.2

1010.5

1010.5

1010.2

1009.9

1010.1

1010.1

1011.26 1011.53

FFE1011.48

1011.49

1009.6

1009.9

1010.1

1011.48

1011.49

1011.40

1009.1 1009.1

1009.1 1009.1

1010.7

BUILDING HEIGHT 1026.78

931.30

923.14

914.67

1009.5

1009.4

1009.4

1009.6

1009.6

1011.41FFE1011.42FFE1011.41

1011.32

.1 3B

W

1010.6 1009.9

.8 1B

W

1009.29TW

1008.1

1007.7 1009.7

1009.7

1008.68BW

1008.1

35OA

1005.8

1005.8

1003.4

1001.9

1000.5

997.7

997.6

997.8

997.1

995.1

995.2

15XHW

24PN

18PN

12PN

17PN

18PN

10HW

15PN

18PN

12PN

18PN

12HW

16PN

14PN

13HW

1027.56

1049.78

1010.67BW

1010.81BW

.2 3B

W

.3 4T

W

.2

2B W

OA

OA

OA

LC

LC

LC

LC

OA

D U

G O

U T

UP

UP

UP

UP

UP

U P

U P

U P

U P

FO

C

FO

C

FO

C

FIBER OPTIC CABLE

PER REF. PLAT #2

6' CHAIN LINK

FENCE

A

B

S

S

S

UP

UP

UP

UP

U P

U P

UP

U P

U P

UP

UP

UP

UP

UP

UP

UP

UP

UP

U P

U P

UP UP UP UP

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

1016.62TC

1016.36TC

1007.7

1010.26

1010.34

1010.59

1009.97

FFE1011.48

1011.48

FFE1011.42

35OA

1005.8

18" R C

P

18" RCP

6" D

IP

8" DIP6"

D

IP

1.

0'

B

LO

C K

1.

0'

B

LO

C K

EOP

EOP

S/W

T

R U

BB

ER

T R

AC

K

1-STORY

BRICK BUILDING

24'' C&G

24'' C&G

RUBBER

TRACK

UP

4' CHAINLINK FENCE

C H

AI

N

LI

N

K

FE

N C

E

TR

EN

C H

D R

AI

N

.2 3B

W

.3 4T

W

.2 2B

W

W

W

W

2' ' W

2' ' W

APPROXIMATE LOCATION

OF WATER LINE

APPROX. L

OCATIO

N O F

SANITARY SEWER LI

NE

OA

1016.62TC

1016.36TC

1007.7

1006.3

1010.26

1010.34

1010.59

1009.97

1010.1

1011.26 1011.53

FFE1011.48

1011.49

1011.48

1011.49

1011.40

1010.7

BUILDING HEIGHT 1026.78

1011.41FFE1011.42FFE1011.41

.1 3B

W

.8 1B

W

1008.68BW

35OA

1005.8

.2 3B

W

.3 4T

W

.2

2B W

U P

U P

U P

U P

U P

U P

FO

C

FO

C

FO

C

FO

C

FO

C

FO

C

FOC

6' CHAIN LINK

FENCE

W

A

B

UP

UP

UP

UP

UP

UP

UP

UP

UP

UP

UP

UP

UP

UP

UP

UP

UP

UP

UP

UP UP UP UP UP

UP

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

WWWWW

W

W W W

W W

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

1011.38TC

" R

CP

8"

CLA

Y

8" CLAY

4" C

LA

Y

10" C

LAY

EOP

S/W

6"DI

2-STORY

BRICK BUILDING

1012.32

1012.52

1012.2

1012.1

1011.38TC

923.14

914.67

OA

UP

UP

UP

UP

UP

UP

UP UP

UP

UP

UP

UP

UP

UP

UP

UP

UP

UP

UP UP UP

UP

UP

UP

UP

UP

UP

UP

UP

UP UP UP UP

UP

UP

UP UP

1011.28TC

1010.37

6" PVC

" R

CP

EOP

EO

P

RUBBER TRACK

CONCRETE

" R

CP OA

18OA

1011.28TC

1010.37

U P

U P

U P

UP

UP

UP

UP

UP UP

UP

UP

UP

UP

UP

UP

UP

UP

UP

UP

UP

UP

UP

W

W

W

1001.8

1011.24

1011.23

1010.82

1010.34

1010.88

1010.93

1009.95

1010.39

SAND PIT

RUBBER TRACK

" R

C

P.5' CONCRETE

EOP

EOP

EO

P

EOP

ASPHALT

'' C &G

GRAVEL

TRENCH DRAIN

1010.67BW

1010.81BW

4' CHAINLINK FENCE

C H

AI

N

LI

N

K

FE

N C

E

1010.6 1010.2

1010.21010.1

1010.0

.6 4B

W

1010.71BW

1010.43BW

1010.75BW

1001.8 1011.26

1011.24 1011.30

1011.23

1010.8 1010.8

1011.3

1010.82

1010.34

1010.88

1010.93

1009.95

1010.39

1010.0 1010.1 1010.0

1010.67BW

1010.81BW

OA

OA

OA

LC

OA

R C

S

KENNETH W. THRASHER

TA

TE OF GEORGIA

EGISTERED ARCHITEC

TERTIFICATE NO. 7201

10/11/24

O H

P1

O H

P1

O H

P2

18 H W

10 PN

10 PN

16 H W

32 H W 17 H

W 15 H

W 20 PN 18 H

W

12 H W

24 PN 17 PN

16 H W

13 H W

16 H W

28 H W

11 H W

14 H W

10 H W

10 H W

11 H W

12 H W

12 H W11 H W

10 H W

18 H W

15 H W

12 PN12 PN12 PN

12 H W

11 H W

63.8'

.6

34.2'

2.

7' 29.3'

.9

EOP

CONCRETE AND METAL BLEACHERS

EOP

EOP

EO

P

CONC S/W

EO

P

EOP

CONC

CONC S/W

8' CLF

OVERHANG (TYP)

1 STORY

CONCRETE

SCORE B

OARD

CONC S/W

CONC S/W

CONC S/W

CONC S/W

CONC S/W

MULTISTORY

BRICK & CONCRETE

FOOTBALL FIELD

BASEBALL FIELD

GOAL

POST

2.

5"

W

UP

UP

U P

U P

U P

U P

UP

U P

UP

UP

UP UP

UP

UP

UPUP

UPUP

UP UP UP

UP

U P

UP

UP

CONC S/W

CONC S/W

C O

N C

S

TE

PS

C O

N C

S

TE

PS

GRASS

GRASS

COLUMN

(TYP)

FORCEMAIN SHOWN

PER REF PLAT 1

RUBBER TRACK

RUBBER TRACK

R U

BB

ER

T R

AC

K

GRAVEL

GRASS

RUBBER TRACK

RUBBER TRACK

TRENCH DRAIN (TYP)

TRENCH DRAIN (TYP)

CLF

LOCATION AND INVERTS

SHOWN PER REF PLAT 1.

UNABLE TO FIELD VERIFY

CONC

CONC

C

LF

CL

F

R U

BB

ER

T R

AC

K

TENNIS COURT

STAIRWELL

CONC

CLF

CLF

CLF

C

LF

LIFT STATION

PER REF PLAT 1

BOUNDARY SHOWN PER REFERENCE PLAT 2

CONC WALL

LOST

SIGNAL

CONCRETE AND METAL BLEACHERS

EO

P

OVERHANG (TYP)

CONC S/W

2.

5"

W

UPUP

UP UP UP

UP

U P

UP

UP

CONC S/W

CONC S/W

COLUMN

(TYP)

RUBBER TRACK

STAIRWELL

CONC LOST

SIGNAL

R C

S

KENNETH W. THRASHER

TA

TE OF GEORGIA

EGISTERED ARCHITEC

TERTIFICATE NO. 7201

AutoCAD SHX Text C

AutoCAD SHX Text C

AutoCAD SHX Text C

AutoCAD SHX Text C

AutoCAD SHX Text C

AutoCAD SHX Text C

AutoCAD SHX Text C

AutoCAD SHX Text C

AutoCAD SHX Text C

AutoCAD SHX Text C

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text C

AutoCAD SHX Text C

AutoCAD SHX Text C

AutoCAD SHX Text C

AutoCAD SHX Text C

AutoCAD SHX Text C

AutoCAD SHX Text

ATLANTA

AutoCAD SHX Text

GEORGIA

AutoCAD SHX Text

ICHARDS,

AutoCAD SHX Text R

AutoCAD SHX Text Y

AutoCAD SHX Text S

AutoCAD SHX Text

RCHITECT,

AutoCAD SHX Text A

AutoCAD SHX Text

NC.

AutoCAD SHX Text I

AutoCAD SHX Text

DRAWN CH'D

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SHEET

AutoCAD SHX Text 0F

AutoCAD SHX Text

ARCHITECTS UPON COMPLETION OF USE FOR

AutoCAD SHX Text

THE ARCHITECTS. RETURN PRINTS TO THE

AutoCAD SHX Text

IN ANY WAY WITHOUT THE PERMISSION OF

AutoCAD SHX Text

NOT BE REPRODUCED, PUBLISHED OR USED

AutoCAD SHX Text

ALL RIGHTS RESERVED

AutoCAD SHX Text

THIS DRAWING AND ITS REPRODUCTIONS ARE

AutoCAD SHX Text

SY RICHARDS, ARCHITECT, INC.

AutoCAD SHX Text

ATLANTA, GEORGIA

AutoCAD SHX Text

THE PROPERTY OF THE ARCHITECTS AND MAY

AutoCAD SHX Text

COPYRIGHT

AutoCAD SHX Text

AutoCAD SHX Text z

AutoCAD SHX Text

WHICH THEY WERE ISSUED.

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

ISSUED FOR

AutoCAD SHX Text

DOUGLASS HIGH SCHOOL

AutoCAD SHX Text

ATLANTA PUBLIC SCHOOLS

AutoCAD SHX Text

STADIUM SEATING IMPROVEMENTS

AutoCAD SHX Text

225 HAMILTON E. HOLMES, DR. NW. ATLANTA GA 30318

AutoCAD SHX Text

ARCHITECTURAL

AutoCAD SHX Text

DEMOLITION

AutoCAD SHX Text

SITE PLAN

AutoCAD SHX Text A1.0

AutoCAD SHX Text

AutoCAD SHX Text 4/15/24

AutoCAD SHX Text

PC/KT

AutoCAD SHX Text

CONSTRUCTION

AutoCAD SHX Text

AutoCAD SHX Text A1.0

AutoCAD SHX Text

DEMOLITION SITE PLAN

AutoCAD SHX Text

SCALE : 1" = 400'-0"

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

AutoCAD SHX Text A1.0

AutoCAD SHX Text

DEMOLITION SEATING AREA

AutoCAD SHX Text

SCALE : 1/8" = 1'-0"

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

(A1.1 SHEET ONLY)

AutoCAD SHX Text

%%UNOTES:

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text EXISTING CONCRETE PAVING. REMOVE ALL GRASSING, EXCAVATE FOR NEW SIDEWALK. REMOVE EXISTING CONCRETE SLAB REMOVE ALL GRASSING, EXCAVATE FOR NEW CONCRETE SEATING AREA. PROVIDE TRENCHES FOR EDGE KNEE WALL AND RISER KNEE WALL AT EACH LEVEL. SEE SECTION FOR ADDITIONAL INFORMATION. EXISTING DRAIN INLET TO REMAIN AS IS. COORDINATE ADJACENT PAVING TO MAINTAIN AREA SHEET FLOW. REMOVE VEGETATION AND SOIL FOR APPROXIMATELY 1,600 SF FOR NEW PERMEABLE DRAINAGE AREA UNDER VISITOR GRANDSTANDS, STAIRS, AND RAMPS. PREPARE EDGES FOR NEW GRANITE CURBS - OR EQUAL. REMOVE APPROXIMATE 48" X 6 INCH DEEP EARTH AT FENCE LINE AT EDGE OF TRACK AT LOCATION ADJACENT SIDEWALK. PREPARE FOR NEW LANDSCAPING. REMOVE TREE. SEE LANDSCAPE PLAN FOR REPLACEMENT. REMOVE EXISTING GALVANIZED PAIR OF DRIVE GATES, POSTS, SIGNS, AND ACCESSORIES. FOOTINGS TO BE REMOVED. REMOVE PIPE GATE(S) AND POSTS, FOOTINGS. REPAIR ROAD AS REQUIRED. INFILL WITH CONCRETE FLUSH TO SURFACE. REMOVE FENCE AS REQUIRED FOR NEW BRACED SECTIONS (UP TO 10FT. EA. SIDE - VERIFY). PROVIDE SELECTIVE DEMOLITION FOR NEW PIPE GATES REMOVE EXISTING DAMAGED CONCRETE DRIVE AND PERIMETER SIDEWALK FOR NEW ENTRY DRIVE. EXISTING STORM STRUCTURE TO REMAIN AS IS. TRIM EXISTING SHRUB THAT CROSSES EXISTING PROPERTY LINE AS REQUIRED FOR FENCE REMOVAL AND INSTALLATION. REMOVE ALL GRASSING AND EXCAVATE FOR NEW DRAINAGE BASE AND PERVIOUS PAVERS. SEE CIVIL FOR DETAIL. SOIL TO DISTRIBUTED ON SITE - SEE CIVIL FOR INFORMATION.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text A1.0

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text A1.0

AutoCAD SHX Text

EMERG. VEHICLE ENTRY

AutoCAD SHX Text

SCALE : 1/8" = 1'-0"

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text A1.0

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text EXCAVATE TO PROVIDE NEW 3 INCH DEEP PERVIOUS SURFACE AND SLOPE TO TRENCH FROM SIDEWALK / WALL. SEE GRADING PLAN.

AutoCAD SHX Text

EXCAVATE FOR INFILTRATION TRENCH. SEE CIVIL DETAIL.

AutoCAD SHX Text

LEGEND:

AutoCAD SHX Text

EXCAVATE FOR FOOTINGS - SEE GRANDSTAND SEATING FOUNDATION PLAN.

AutoCAD SHX Text EXISTING ALUMINUM BLEACHERS TO BE DEMOLISHED AND DISPOSED OFF PROPERTY AS PER BASE CONTRACT. PRIOR TO DEMOLISHING, EXISTING SEATING WILL BE REVIEWED, INSPECTED WITH APS PROJ. MANAGER TO IDENTIFY IF BLEACHER WILL BE RELOCATED, DISASSEMBLED, REASSEMBLED IN NEW LOCATION OR IDENTIFIED FOR DISPOSAL. ANY CHANGE FROM DISPOSAL WILL BE HANDLED VIA CHANGE ORDER REQUEST OR BY OWNER UNDER SEPARATE CONTRACT.

AutoCAD SHX Text

EXISTING BLEACHER NOTE::

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

EXISTING CONCRETE AND METAL BLEACHERS TO REMAIN

AutoCAD SHX Text

EXISTING CONCRETE WALK WITH STEEL RAILING

AutoCAD SHX Text

EXISTING CONCRETE SLAB

AutoCAD SHX Text

EXIST. CONCRETE SIDEWALK

AutoCAD SHX Text

EXIST. CONCRETE SIDEWALK

AutoCAD SHX Text

EXISTING FENCE LINE.

AutoCAD SHX Text

DEMOLITION.

AutoCAD SHX Text

Douglas HS A1.0_ ARCHITECTURAL DEMOLITION SITE PLAN Rev.3.pdf
Sheets and Views
A1.0 Demo
South Atlanta HS (1).pdf
1- Architectural Overall Site plan & Enlarged parking plan
2- Enlarged Grandstand plans

File details come from the government source that posted it. Updated .