TURF_FIELD_BLDG_724_H1973_Combined.pdf

FOR CONSTRUCTION 07-25-2017

N

LEGEND

NEW EXISTING DESCRIPTION

MATERIAL OR STRUCTURE

.8

SPOT ELEVATION

CONCRETE PANEL FENCE

DRAWING NUMBER

OFFICE OF THE ENGINEER

DESIGN BY: DATE

DRAWN BY:

FORT STEWART, GEORGIA

CHATHAM COUNTY

SHEET

LCM

LEWIS MILES

DATE DESCRIPTION BY

GEORGIA

SCALE: AS SHOWN

C-1

HUNTER AAF

REVISION

OF

SCALE: 1"=20'

20 20 40

X

C-130 MOCK-UP

COVER

WATER VALVE

BOX

WATER VALVE

TREE

10" PALMETTO

ON CONC. PAD

GATE OPERATOR

WALL

CONCRETE

WALL

CONCRETE

GATE

SLIDING

PAD

CONCRETE

PAD

HVAC

PAD

HVAC

BOX

CONTROL

LIGHTING

PAD

TRANSFORMER

BUSH

MYRTLE

CRAPE

BUSH

MYRTLE

CRAPE

TREE

13" PALMETTO

MANHOLE

SEWER

SANITARY

STUB-UP

& 1" WATER

WOOD POST,

SPIGOT,

TREE

13" PALMETTO

POLE

LIGHT

POLE

LIGHT

X

X

POLE

LIGHT

FIRE HYDRANT

47.02

BOC

46.75

BOC

.6

.9

.3

.5

.6

.1

.9

.0

.5

.1

.5

.6

.5

.5

.3

.2

.5

.4

.6

.7

.5

.6

.9

.2

.4

.8

.7

.0

.6

7 4 .5

.8

.1

.6

.5

.7

.1

.2

.1

.0

.4

.3

.5

.7

.0

.7

.0

.4

.4

.5

.1

.2

.1

.0

.3

.6

.4

.5

.3

.1

.1

.8

.3

.2

.8

.1

.4

.4

.4

.9

.7

.6

3 4 .2

.6

.4

.5

.7

.8

.5

.9

.3

.4

.3

.8

.8

.7

.6

.6

.8

.2

.5

.5

.3

.6

.0

.7

.3

.3

.2

.1

.9

.1

.2

.9

.8

.4

.4

.8

COOK BLVD

POLE

LIGHT

.0

49.00

.0

.0

48.00 48.00

.0

NOTE 3NOTE 3

NOTES 1 & 2

(BY OTHERS).

3. RELOCATE LIGHT POSTS IN THE PATH OF THE TRACK

DISPOSE OF 3-1/2' X 9' SECTION.

2. SAW CUT CONCRETE PAD 6" FROM EDGE OF BUILDING,

1. REMOVE CANOPY AND SUPPORTS OVER CONCRETE PAD.

DEMOLITION NOTES:

JUMPSTAND

C-17 MOCK-UP

INSTALL TURF FIELD, BLDG 724

EXISTING CONDITIONS & DEMOLITION PLAN

APR 17

WORK ORDER # J1-5-7J

BACK DOOR

Sd1-A Sd1-A Sd1-A Sd1-A Sd1-A

Sd1-ASd1-ASd1-A

SILT FENCE TYPE CSd1-C

S d

A

COOK BLVD

S T

E P

H E

D O

U G

L A

S

T

R E

E T

S T

E P

H E

D O

U G

L A

T

R E

E T

AREA OF REMOVAL

COVER, ASSUMED ELEVATION = 48.23

- T.B.M., CENTER OF SANITARY SEWER MANHOLE

H-1973

DRAWING NUMBER

OFFICE OF THE ENGINEER

DESIGN BY: DATE

DRAWN BY:

FORT STEWART, GEORGIA

CHATHAM COUNTY

SHEET

LCM

LEWIS MILES

DATE DESCRIPTION BY

GEORGIA

SCALE: AS SHOWN

HUNTER AAF

REVISION

OF

SCALE: 1"=20'

20 20 40

X

JUMPSTAND

C-130 MOCK-UP C-17 MOCK-UP

COOK BLVD

.0

49.00

.0

.0

48.00 48.00

.0

N

INV = 44.50

EXISTING CATCH BASIN,

PIPE

OVER NEW

CATCH BASIN

INSTALL NEW

@ 2% SLOPE

CONCRETE PIPE

18" REINFORCED

450'1

INSTALL TURF FIELD, BLDG 724

H-1973C-2 3WORK ORDER # J1-5-7J

APR 17

NEW WORK PLAN

0 2

TYP.

SEE NOTE 4,

TYP.

SEE NOTE 3,

SEE NOTE 1

SEE NOTE 5

SEE NOTE 5

30'

30'

EMC.

5. LIGHT POLES TO BE RELOCATED BY CANOOCHEE

CLARENDON FONT, 2' HIGH AND WHITE IN COLOR.

INCHES FROM THE CURB. NUMBERS TO BE

10 SIX INCHES FROM THE YARD LINES AND SIX

4. INSTALL YARD LINE NUMBERS IN MULTIPLES OF

WIDE AND WHITE IN COLOR.

LINES. YARD LINES AND HASH MARKS TO BE 4"

HASH MARKS EVERY 3' IN BETWEEN THE YARD

3. INSTALL YARD LINES AT 30' INTERVALS. INSTALL

BLDG 724, APPROXIMATELY 50.75'.

PIECE OF CONCRETE PAD AT THE BACK DOOR OF

TO BE THE SAME ELEVATION AS THE REMAINING

2. ELEVATION OF TURF FIELD CONCRETE CURB

DETAILS SHEET 4.

RECOMMENDED INSTALLATION INSTRUCTIONS. SEE

INDICATED IN ACCORDANCE WITH MANUFACTURER'S

1. CONSTRUCT ARTIFICIAL TURF FIELD IN LOCATION

NOTES:

47.02

BOC

46.75

BOC

.6

.9

.3

.5

.6

.1

.9

.0

.5

.1

.5

.6

.5

.5

.3

.2

.5

.4

.6

.7

.5

.6

.9

.2

.4

.8

.7

.0

.6

7 4 .5

.8

.1

.6

.5

.7

.1

.2

.1

.0

.4

.3

.5

.7

.0

.7

.0

.4

.4

.5

.1

.2

.1

.0

.3

.6

.4

.5

.3

.1

.1

.8

.3

.2

.8

.1

.4

.4

.4

.9

.7

.6

3 4 .2

.6

.4

.5

.7

.8

.5

.9

.3

.4

.3

.8

.8

.7

.6

.6

.8

.2

.5

.5

.3

.6

.0

.7

.3

.3

.2

.1

.9

.1

.2

.9

.8

.4

.4

.8

PRODUCTS OR EQUAL

CANOPY BY METALLIC

FABRICATED ALUMINUM

MOUNTING BRACKET

GALV. METAL CANOPY

(FRONT ELEVATION)

7'-6"

PRODUCTS OR EQUAL

CANOPY BY METALLIC

FABRICATED ALUMINUM

18 GA. METAL FLASHING

•" Ø GALV. HANGER ROD

4'-0"

CLOSURE AND SEALANT

PROVIDE WATERPROOF

REVISION DATE DESCRIPTION

OFFICE OF THE ENGINEER

DESIGN BY: DATE

SCALE: DRAWN BY:AS SHOWN

FORT STEWART, GEORGIA

CHATHAM COUNTY

SHEET

HUNTER AAF

LCM

L. MILES

BY

DRAWING NUMBER

GEORGIA

OF

REVISION DATE DESCRIPTION

DESIGN BY: DATE

SCALE: DRAWN BY:AS SHOWN

FORT STEWART, GEORGIA

CHATHAM COUNTY

SHEET

HUNTER AAF

LCM

L. MILES

BY

DRAWING NUMBER

GEORGIA

OF

TURF SYSTEM

TURF SYSTEM

DETAILS

OR EQUIVALENT

NEENAH #R-3403-F (RECTANGULAR)

NEENAH #R-2595 (CIRCULAR) OR

22-3/4", WT. = 295#

GRATE; CLEAR OPENING =

HEAVY DUTY FRAME WITH

22-3/4"

INSTALL TURF FIELD, BLDG 724

H-1973 J1-5-7J 44

C-3 APR 17

TURF SYSTEM

BASE STONE

5" BASE STONE

2" TOPPING STONE

TURF SYSTEM

CONCRETE RETAINING WALL FOR SPRINT TRACK

TURF FIELD SIDE

CURB

8" X 8" CONCRETE

12" APART

#4 REBAR,

A

A/1.07

A

A/7.5

A/7.5 A

3,000 PSI CONCRETE

ƒ" 2'-0" 2-1/4"

M

IN

2'-9-1/2"

2'-3"

3'-1"

8"

CLEARANCE AROUND OPENING

EACH WAY. 1•" MINIMUM

NO. 4 BAR @ 8" O.C.

CONCRETE

MINIMUM 3000 PSI

6"

2"

V A

R

IE

S

6"

8"

PRECAST

CONCRETE

PIPE DIA.6"

4'0" MINIMUM

6"

NOT TO SCALE

GRATE DETAILS

STANDARD PRECAST CONCRETE DROP INLET DETAIL

FRAME AND COVER DETAILS

NOT TO SCALE

TYPE 'B'

SECTION

NOT TO SCALE

NOT TO SCALE

TYPE 'G'

STANDARD FLAT

STANDARD FLAT

TYPE 'D'

STANDARD RADIAL

TYPE 'C'

EXISTING GROUND SIDE

DURING CONSTRUCTION.

PROVIDE INLET PROTECTION FOR PERIMETER TRENCH DRAIN

NOTE:

SCALE: 1"=1'-0"

CANOPY DETAIL

SPANDREL BEAM

CEILING

LAY IN ACOUSTICAL

FRAMING

RIGID

BRICK VENEER

METAL STUDS

6" GALVANIZED

INSULATION

3" BATT

EXTERIOR SHEATHING

BARRIER ON 1/2"

BUILDING FELT MOISTURE