C502_R1_AD1.pdf

DRAWING NUMBER

ISSUED FOR CONSTRUCTION

REVISIONS

COPYRIGHT 2024 BY SOUTHERN A&E, LLC. ALL RIGHTS RESERVED.

THIS DOCUMENT IS THE PROPERTY OF SOUTHERN A&E, LLC AND

SHALL NOT BE COPIED OR REPRODUCED IN WHOLE OR IN PART

WITHOUT EXPRESSED WRITTEN CONSENT FROM SOUTHERN A&E, LLC.

C

12-17-2024

BID PACKAGE BP-1

SA&E PROJECT NUMBER

ORIGINAL SHEET SIZE: ARCH E1 (30" X 42")

A

12" GRIDS 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19

B

C

D

E

F

G

H

I

J

K

L

M

N

ROSSVILLE MIDDLE SCHOOL

NEW FIELD AND CONCESSIONS FOR:

WALKER COUNTY SCHOOLS

301 N CHEROKEE ST, LAFAYETTE, GA 30728

316 BULLDOG TRAIL, ROSSVILLE, GA 30741

746-0206

01-920-041

# Doc # Date

C502

CONSTRUCTION DETAILS

A

A

STRETCHER BAR

SWING GATE

LINE POST CORNER POST GATE POST

6' CHAINLINK FENCE DETAIL

NOT TO SCALE

NOTE:

1. ANY FENCING LOCATED AT THE TOP OF A MODULAR BLOCK

RETAINING WALL SHALL BE A MAXIMUM OF 1.0' FROM THE BACK OF

WALL.

2. FENCE GUARD SYSTEM SHALL BE INSTALLED AT OUTFIELD FENCE.

RAIL END

TOP RAIL 1 58" O.D.

SCHD. 40

EXPANSION

SLEEVE

WIRE TIE

RAIL WIRE

TIE

18" O.C.

WELDED

GATE

LOCKABLE

LATCH

HOG RING

18" O.C.

GATE POSTLINE POSTCORNER POST

TENSION WIRE

TURN BUCKLE

BRACE RAIL

1 58" O.D.

2"

6' -0

2"

" M

IN

2" MIN.

8"

" M

IN

2" MIN.

10"

2" O.D.

SCHD. 40

2.5" O.D.

SCHD. 40

" M

IN

2" MIN.

12"

3" O.D.

SCHD. 40

POST FOOTING DETAILS

NOT TO SCALE

WHEEL STOP DETAIL

NOT TO SCALE

1'-6" #4 REBAR

PAVEMENTREBAR

4" HOLE FILLED W/

NON SHRINK GROUT.

1'-6" #4 REBAR

PLAN

6"

6'-0"

SECTION A-A

4"

5 12" 1" 1"

12"

FIRE LANE SIGN DETAIL

12" X 18" SIGN

GALVANIZED 1.75" SQ

SIGN POST

3' -0

2"7' -0

FIN. GRADE

DOWEL

NOT TO SCALE

PER STATE & LOCAL

FIRE MARSHALL

4" 6"

NO

PARKING

FIRE

LANE

TENSION BAND

12" O.C.T.

ADJ. TRUSS

ROD

10'-0" MAX

DOME CAP LINE POST

WIRE TIE

12" O.C.

(PARKING BUMPER)

3,000 PSI CONCRETE

3,000 PSI

CONCRETE

3,000 PSI

CONCRETE

3,000 PSI

CONCRETE

STRETCHER BAR

SWING GATE

LINE POST CORNER POST GATE POST

4' CHAINLINK FENCE DETAIL

NOT TO SCALE

NOTE:

ANY FENCING LOCATED AT THE TOP OF A MODULAR BLOCK

RETAINING WALL SHALL BE A MAXIMUM OF 1.0' FROM THE BACK

OF WALL.

RAIL END

TOP RAIL 1 58" O.D.

SCHD. 40

EXPANSION

SLEEVE

WIRE TIE

RAIL WIRE

TIE

18" O.C.

WELDED

GATE

LOCKABLE

LATCH

HOG RING

18" O.C.

GATE POSTLINE POSTCORNER POST

TENSION WIRE

TURN BUCKLE

BRACE RAIL

1 58" O.D.

2"

4' -0

2"

" M

IN

2" MIN.

8"

" M

IN

2" MIN.

10"

2" O.D.

SCHD. 40

2.5" O.D.

SCHD. 40

" M

IN

2" MIN.

12"

3" O.D.

SCHD. 40

POST FOOTING DETAILS

NOT TO SCALE

TENSION BAND

12" O.C.T.

ADJ. TRUSS

ROD

10'-0" MAX

DOME CAP LINE POST

WIRE TIE

12" O.C.

3,000 PSI

CONCRETE

3,000 PSI

CONCRETE

3,000 PSI

CONCRETE

AS REQUIRED TO

CLEAR FOOTING

1% MIN.

4"

6" 12" M

IN.

12" M

IN.

1. UNDERGROUND DOWNSPOUT PIPING SHALL BE S.D.R. 35 PVC.

2. MINIMUM PIPE SLOPE SHALL BE 1.0%.

3. TRUNK LINE PIPES SHALL BE SIZED PER PLAN.

4. PIPE TRENCH SHALL BE OPENED FROM BEGINNING OF THE RUN TO EXISTING STORM

STRUCTURE IN ORDER TO DETERMINE CONFLICTS WITH EXISTING UTILITIES.

5. INVERTS OF EXISTING STRUCTURES SHALL BE FIELD VERIFIED.

6. TIE-INS TO EXISTING STORM STRUCTURES SHALL BE FIELD MACHINE-CORED AND P.V.C.

PIPES SHALL BE GROUTED INTO STORM STRUCTURES.

7. COORDINATE DOWN SPOUT LOCATIONS

WITH ARCHITECTURAL DRAWINGS.

8. COORDINATE DOWN SPOUT PIPING WITH

OTHER UTILITIES TO PREVENT CONFLICTS.

NOTES:

DOWNSPOUT TRANSITION

NOT TO SCALE

PVC CLEANOUT DETAIL

NOT TO SCALE

SDR 35 PVC 90 ELBOW

COMPACTED SUB-GRADE

SDR 35 PVC 45/22.5

ELBOW OR AS REQUIRED

TO TIE INTO MAIN TRUNK

LINE

COMPACTED SUB-GRADE

FOOTING

2,500 PSI

CONCRETE

DOWN SPOUT FROM

GUTTER

TOP OF ELBOW SHALL

BE 90 DEG. TO THE

BUILDING WALL

SDR 35 PVC DOWN SPOUT ADAPTER

SIZE ADAPTER TO MATCH EXISTING

OR NEW SPOUT SIZE.

BUILDING

WALL

SECTION

F.F.E. 100.00 X X 99.90 X 99.75

TOP OF FOOTING 98.67

UNLESS OTHERWISE

NOTED BY STRUCTURAL X

PLAN VIEW

TOP OF ELBOW SHALL

BE 90 DEG. TO THE

BUILDING WALL

FOOTING

BUILDING

WALL

2,500 PSI

CONCRETE

SDR 35

PVC 90 ELBOW

SDR 35

PVC WYE DOWN SPOUT OUTLET INTO DITCH

NOT TO SCALE

SECTION

12X12X4 2,500 PSI

CONCRETE COLLAR

MINIMUM & MAXIMUM

PIPE SLOPE 1.0%

PAVE TO THE BOTTOM

OF THE SLOPE

SDR 35

DOWNSPOUT PIPING DETAILS

NOT TO SCALE

4" SDR 35

PVC PIPE

4" SDR 35 PVC

45 DEG. EL.

SDR 35

PVC WYE

4" SDR 35 PVC

FLUSH PLUG

CLEANOUT

12" X 12" X 4" - 2,500 PSI

CONCRETE COLLAR

SWALE

SDR 35

PVC WYE

TRUNK LINE. SEE

PLAN FOR SIZE

6 X 6 X 2 WYE FOR

CONDENSATE TIE-IN

TRUNK LINE

WYE FOR CONDENSATE

CONNECTION. SEE PLANS

FOR LOCATIONS

SDR 35 DOWN SPOUT

ADAPTER

STAIR - PLAN VIEW W/ CENTER HANDRAIL

NOT TO SCALE

4'

8"

11"

2 14" MIN.

4'

2' -1

0"

5"

CENTER HANDRAIL

SECTION A

X X X X

X

X

X

X

X X

X

X

X

X

CONCRETE STAIR AND RAIL DETAIL

NOT TO SCALE

05 52 13

2" X 12" PAINTED

STEEL BAR POSTS @ 4" O.C.

ALL JOINTS WELDED

AND GROUND SMOOTH

05 52 13

1" STD. (1.315"O.D.)

PAINTED STEEL PIPE RAIL

ALL JOINTS WELDED

AND GROUND SMOOTH

05 52 13

HSS 1.66 X 0.14

PAINTED STEEL PIPE POSTS

@ MAX. 4'-0" O.C.

ALL JOINTS WELDED

AND GROUND SMOOTH

05 52 13

HSS 1.66 X 0.14

PAINTED STEEL PIPE RAIL

ALL JOINTS WELDED

AND GROUND SMOOTH

SEE CIVIL DRAWINGS

FOR PAVING DETAIL

8" CHEEK WALL

(BEYOND)

4" RADIUS

(TYP.)

4" 4"

5"

8" 1'

-6

3' -6

X'

-X

X

EQ

U

AL

R

IS

ER

S)

12" 12"

11"

1" (TYP.)

7" 2'

-1 0"

8"

6"

5"

8"

8"

3' -6

1' -4

1'

-6

8"

4" RADIUS

(TYP.)

BROOM FINISH

CONCRETE WALK

2" RADIUS @ NOSING

SLOPE TREAD 18"/FT TOWARD

BOTTOM TO AVOID HOLDING

WATER (TYPICAL)

GROUTED 10" POST SLEEVE FLUSH

TO CONCRETE (TYPICAL)

W.W.F.

SUBGRADE

CONCRETE

3,000 psi

2'-0"

#4 BARS TYP. @ 12" O.C.E.W.

EXTEND INTO CHEEK WALL

GROUTED 10" POST SLEEVE FLUSH TO

CONCRETE (TYPICAL)

5"

2" ROUND BAR STEEL, WELDED

TO HSS 1.66

1 2

25' M

IN.

14'

12' MIN.

PROVIDE STORM

DRAIN OUTLET

PROTECTION

TOP OF DAM:

COMPACTED

EMBANKMENT

773.50'

NOTES:

1. RIP-RAP LINED OUTFLOW CHANNELS SHALL BE 1.0' IN DEPTH, HAVE A

TRAPEZOIDAL CROSS SECTION WITH 2:1 OR FLATTER SIDE SLOPES AND 8.0'

(MIN.) BOTTOM WIDTH. THE CHANNEL SHALL BE LINED WITH 4" TO 12"

RIP-RAP TO A DEPTH OF 12".

2. FILTER FABRIC BE INSTALLED UNDER ALL RIP-RAP. FILTER FABRIC SHALL

BE GEOTEXTILE CLASS C.

3. ENTRANCE AND EXIT SECTIONS SHALL BE INSTALLED AS SHOWN ON THE

DETAIL SECTION.

4. RIP-RAP USED FOR THE LINING MAY BE RECYCLED FOR PERMANENT

OUTLET PROTECTION IF THE BASIN IS TO BE CONVERTED TO A

STORMWATER MANAGEMENT FACILITY.

5. RIP-RAP SHOULD BLEND INTO EXISTING GROUND.

PERSPECTIVE VIEW

14' 12" MINIMUM DEPTH

OF 4" TO 12"

RIP-RAPCROSS SECTION

2' M

IN

IM

U M

FL

O

W D

EP

TH

SECTION THRU POND SPILLWAY (POND #1)

NOT TO SCALE

WOVEN GEOSYNTHETIC -

MIRAFI FW700 OR EQUAL

WOVEN GEOSYNTHETIC -

MIRAFI FW700 OR EQUAL

NOT TO SCALE

NOTES:

HEADWALL

RIP-RAP-

766.28'

3:1 SLOPE (3:1 MAX)

1:

SL

O

PE

1:1 SLO

PE

KEY TRENCHINV. ELEV.=

OVERFLOW ELEV. =

TOP OF

DAM =

BOTTOM

OF POND

BEDROCK OR

IMPERVIOUS

SURFACE

ANTI-SEEP

COLLARS

IMPERVIOUS

CORE

BLOCK ORIFICE W/

TEMPORARY SEDIMENT

CONTROL STRUCTURE

WEIR

REINFORCED CONC.

COVER W/ 4

MONOLITHIC

PEDESTALS

STANDARD MANHOLE

FRAME & COVER

PEDESTAL

6" X 6"

24"

#4 @ 12" TYP

772.00

PRECAST MANHOLE

W/ WATERPROOF

JOINTS

HDPE OR CONCRETE

OUTLET PIPE =

INV. ELEV. = 766.28'

6"

6"

6"

6"

D+2' D+2'

PLAN

OUTLET STRUCTURE DETAIL (OS A-3)

773.00 772.00'

48" HDPE

766.38INV. ELEV. =

INV. ELEV. = 769.00

OVERFLOW =

ELEV

3:1 SLOPE MAX

OUTLET STRUCTURE

(SEE DETAIL BELOW)

10" WEIR

OUTLET

PIPE

1. A MINIMUM OF 1' REQUIRED BETWEEN OUTLET PIPE AND OUTSIDE OF STRUCTURE.

2. THE WIDTH OF THE BOX STRUCTURE SHALL BE A MINIMUM 0F 4' OR AS

REQUIRED FOR OUTLET PIPE.

3. ALL PIPE CONNECTIONS DOWNSTREAM OF THE OUTLET STRUCTURE SHALL

BE WATER TIGHT JOINTS WITH THE USE OF GASKETS.

4. STEPS FORMED INTO INTERIOR WALLS OF STRUCTURE SHALL BE PROVIDED.

5. HOLES SHALL BE PRE-CAST.

6. STRUCTURE SHALL BE PRE-CAST CONCRETE WITH WATERPROOF JOINTS.

771.69100 yr. Elev. =

5" ORIFICE

W/TRASH RACK

MIN

12"

12'

MIN

4'

St

NOT TO SCALE

DIAGRAM OF EARTHEN DAM

FLOW

180ø

*HEAVY DUTY MANHOLE COVER AND

FRAME W/ "STORM SEWER" CAST IN TOP

PER LOCAL CITY/ COUNTY REQUIREMENTS

TRASH RACK

4'-0"

CONCRETE PAD

TOP OF OUTFLOW

= 772.50'

TOP OF OUTFLOW

= 772.50'

3"R

2" R 5"

1/4" R6" 6"

6" 3'-0" 6"

CONCRETE FLUME DETAIL

NOT TO SCALE

ADJUST DEPTH OF FLUME TO

MATCH INVERTS REQUIRED

BATTER 1" IN 6"

TOP OF CURB

(TC)

X 6X6 W.W.F.

W 2.9 X W 2.9

3,000psi

CONCRETE

WQv =3300 ft^3

ELEV.= 741.0'

DRY ENHANCED SWALE

DIMENSIONS: ' 60' x 22' x 2.5' (L x W x D)

12"WQv

SOIL/SAND MIX

60% SAND

40% SOIL

GRAVEL/SOIL MIX 12

"22'

AT SOIL/GRAVEL INTERFACE,

ROTO-TILL APPROXIMATELY 6" OF

GRAVEL/SOIL TO AVOID A SHARP EDGE

BOTTOM WIDTH

DRY ENHANCED SWALE SECTION DETAIL

NOT TO SCALE

FILTER FABRIC

SIDE SLOPE

SIDE SLOPE

ELEVATION 741.0'

SOIL/SAND MIX

GRAVEL/SOIL MIX

60'

BOTTOM LENGTH

DRY ENHANCED SWALE PROFILE

NOT TO SCALE

DRY ENHANCED SWALE

DIMENSIONS: ' 60' x 22' x 2.5' (L x W x D)

EXISTING CONCRETE SWALE

1 AD1 01-10-2025