THE BONDED FIBER MATRIX SHALL BE HYDRAULICALLY APPLIED ON

SLOPES INDICATED ON PROJECT PLANS. FOLLOW MANUFACTURERS

MIX REQUIREMENTS. APPLICATION SHALL BE MULTI DIRECTIONAL TO

PREVENT "SHADOWING", OR THE NON APPLICATION OF THE MATRIX

TO UNPROTECTED SOIL DUE TO AN OBSTRUCTION. DO NOT INSTALL

THE BONDED FIBER MATRIX IN AREAS OF CONCENTRATED FLOW.

AFTER INSTALLATION, KEEP THE BONDED FIBER MATRIX FREE OF

FOOT AND VEHICLE TRAFFIC UNTIL SEED GERMINATION.

ECB.B

1

'

-

0

"

FINISHED GRADE AS SHOWN BY

CONTOURS ON GRADING PLANS

1'-6"

2

1

2

1

SEE GRADING

PLANS FOR DITCH

BOTTOM WIDTH

DITCH INV. EL.

SEE GRADING

PLANS

RIP RAP CLASS _

PER ALDOT SPEC.

SECTION 814

NOTE:

ENGINEER TO DETERMINE RIP RAP

CLASS BASED ON FLOW RATE.

_CL_______

P

A

V

E

D

P

U

B

L

I

C

R

O

A

D

T

O

A

C

C

O

M

M

O

D

A

T

E

C

O

N

S

T

R

U

C

T

I

O

N

T

R

A

F

F

I

C

5

0

'

M

I

N

.

2

0

'

M

I

N

.

6" MIN.

COARSE AGGREGATE

ALDOT NO. 1 (1.5-3.5

INCH STONE)

GEOTEXTILE UNDER LINER

AASHTO M288-46

1. LOCATE STONE STABILIZED PAD AT ANY POINT WHERE VEHICULAR TRAFFIC

WILL BE LEAVING THE CONSTRUCTION SITE ONTO A PUBLIC RIGHT-OF-WAY

STREET, ROADWAY, OR PARKING AREA.

2. WIDTH - 20'-0 MINIMUM BUT NOT LESS THAN FULL WIDTH OF ALL POINTS OF

VEHICULAR EGRESS. LENGTH - 50'-0 MIN.

3. MAINTAIN THE EXIT TO PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC

RIGHT-OF-WAY. PROVIDE PERIODIC TOP DRESSING WITH 1.5 - 3.5" STONE,

AS CONDITIONS DEMAND. IMMEDIATELY REMOVE ALL MATERIALS SPILLED,

DROPPED, WASHED, OR TRACKED FROM VEHICLE OR SITE ONTO ROADWAY

OR INTO STORM DRAINS.

4. CLEAN WHEELS TO REMOVE MUD PRIOR TO ENTRANCE ON TO PUBLIC

RIGHT-OF-WAY. WHEN WASHING IS REQUIRED, DO SO ON AREAS STABILIZED

WITH CRUSHED STONE DRAINING INTO AN APPROVED SEDIMENT TRAP OR

SEDIMENT BASIN.

CEP

FLO

W

FLO

W

CATCH BASIN

PAVEMENT

CURBING

PAVEMENT

F

L

O

W

GUTTER

CATCH BASIN

PLAN

SECTION

MIN

.

10" DIA. WATTLE

WEIGHTED

W/SANDBAGS

MIN.

NOTES:

1. INSTALL PROTECTION AFTER ANY

ASPHALT PAVEMENT INSTALLATION.

2. 8" CONCRETE BLOCK WRAPPED IN

FILTER FABRIC OR STONE BAGS

MAY BE USED IN LIEU OF WATTLES.

1'-0"

1'-0"

_______CIP

SIDE VIEW

TOP VIEW

HIGH STRENGTH

DOUBLE STITCHED

"J" TYPE SEAMS

SEWN IN SPOUT

HIGH STRENGTH

STRAPPING FOR

HOLDING HOSE

IN PLACE

WATER FLOW

FROM PUMP

PUMP

DISCHARGE

HOSE

OPENING

ACCOMMODATES

UP TO 4"

DISCHARGE

HOSE

WID

TH

LENGTH

DIRT BAG

BAG PLACED ON

6" OF AGGREGATE

6" OF AGGREGATE

UNDERLAYMENT

NOTE:

MAXIMUM ALLOWABLE GRADE FOR DIRT BAG INSTALLATION

IS 2%. ORIENT THE BAG OPENING UP SLOPE.

DB_______

ROUGH

GRADE

SHALLOW

EXCAVATION

1'-0' MAX

FLOW

2

1

2

1

COMPACTED

SOIL

24"

(MIN.)

18"

(M

IN

.)

6'-0" (MIN.)

DV_______

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PREVENTION

OF WIND BORNE SEDIMENT FROM LEAVING THE PROPERTY.

2. THE CONTRACTOR SHALL SPRINKLE WATER ON BARE SOIL AREAS AS

REQUIRED TO WET THE SURFACE. THE CONTRACTOR SHALL ADJUST

THE FREQUENCY OF THESE SPRINKLINGS TO MATCH FIELD CONDITIONS.

TOP SOILING, SEEDING, MULCHING, AND CHEMICAL STABILIZATION OF

DISTURBED SURFACES GREATLY REDUCE DUST PRODUCTION.

DC_______

NOTE:

DO NOT PULL EROSION CONTROL BLANKET

TIGHT CREATING A "TENTING" EFFECT.

STAKE

F

L

O

W

SEQUENTIAL ROLL OVERLAPPING

FOR CHANNEL AND ON SLOPE

PLACEMENT 1"x3"x12" TRIANGULAR

WOODEN STAKE

ROLL NO. 1

ROLL NO. 3

ROLL NO. 2

ECB.A

1. START AT DOWNSTREAM TERMINAL AND

PROGRESS UPSTREAM.

2. FIRST ROLL IS CENTERED LONGITUDINALLY

IN MID CHANNEL AND PINNED WITH TEMPORARY

STAKES TO MAINTAIN ALIGNMENT.

3. SUBSEQUENT ROLLS FOLLOW IN STAGGERED

SEQUENCE BEHIND FIRST ROLL. USE CENTER ROLL FOR

ALIGNMENT TO CHANNEL CENTER.

4. WORK OUTWARDS FROM CHANNEL CENTER TO EDGE.

5. USE 3" OVERLAP AND STAKE AT 5' INTERVAL ALONG SEAMS.

6. USE 3" OVERLAPS AND SHINGLE DOWNSTREAM TO CONNECT

LINING AT ROLL ENDS.

FOR ECB INSTALLATION IN CHANNELS:

FLOW

FLOW

FLOW

FLOW

NOTE:

THIS METHOD IS APPLICABLE TO GRATE INLETS

AND OPEN THROAT INLETS IN UNPAVED AREAS.

AFTER DRAINAGE AREA STABILIZATION, REMOVE

SEDIMENT TRAP MATERIALS, RE GRADE, AND

GROUT WEEP HOLES.

SIDE SLOPE 2:1

EXCAVATED DEPTH,

MIN. 1' - MAX. 2'

BELOW TOP OF INLET

ACCUMULATED

SEDIMENT

1

1.5

WASHED GRAVEL ALDOT

NO. 57 - SUPPORTED BY SILT

FENCE TYPE A TO ALLOW

DRAINAGE AND RESTRICT

SEDIMENT MOVEMENT.

4 - 2" WEEP

HOLES FOR

DE WATERING

EACH SIDE

EXCAVATED AREA (12" MIN.)

1'-6" (MIN.)

XDIP_______

S

L

O

P

E

S

L

O

P

E

INLET

SAND BAG

NOTES:

1. PLACE FILTER FABRIC BENEATH GRATE INLET AND ON TOP OF

STONE FILTER MATERIAL. USE HAY WATTLE WEIGHTED WITH

SAND BAGS AROUND PERIMETER TO HOLD STONE FILTER

MATERIAL IN PLACE.

2. TO BE USED IN PAVED AREAS ONLY.

FILTER FABRIC W/ TAIL

PLACED UNDER GRATING

10" HAY WATTLE

6" THK. WASHED

GRAVEL FILTER

ALDOT NO. 57

STREET INLET

6'-0" SQ.

FIPP______

INLET

COMPACTED FILL

BURIED OVER

TOE OF FABRIC

S

L

O

P

E

S

L

O

P

E

GRATE INLET

FOR SYNTHETIC FILTER

FABRIC REQUIREMENTS,

SEE SILT FENCE DETAIL

2x4 HARDWOOD BRACING

FILTER FABRIC

W/ TAIL PLACED

UNDER GRATING

6" THK. WASHED

GRAVEL FILTER

ALDOT NO. 57

"T" POSTS

6"

6"

6'-0" SQ.

2'-0" M

IN

.

FIP.1_______

SEE GRADING PLANS

KEY IN BALES

BALES MAY BE HAY OR

STRAW CONTAINING A

MIN. OF 5 CUBIC FEET OF

MATERIAL AND WEIGHING

A MIN. OF 35 POUNDS EACH

PROVIDE

NUMBER

OF BALES

REQUIRED

MIN

.

PLAN

SECTION

2:1

SS

L

FLOW &

SLOPE DOWN

OVERLAP

BALES 6"

O

V

E

R

L

A

P

B

A

L

E

S

6

"

VARIES

1'-0"

FOR STAKING

REQUIREMENTS

SEE HAY BALE

STAKING DETAIL

FLOCCIN BAGS,

FLOC LOGS OR

FLOCCULANT

COVERED JUTE

MESH

___HBCD___

HAY BALE WITH SAND

BAG COUNTER WEIGHT

ON TOP

GUTTER FLOW

DIRECTION

HBGD______

BINDING WIRE

OR TWINE

FILTERED

RUNOFF

COMPACTED SOIL

TO PREVENT

PIPING

SEDIMENT

LADEN

RUNOFF

1"x3"x48" WOODEN

STAKES

(TWO PER BALE)

STAKED AND

ENTRENCHED

HAY BALE

HBS______

SEE GRADING PLANS

2

1

2

1

KEY IN BALES

BALES BUTTED

TOGETHER

SNUGLY

BALES MAY BE HAY OR

STRAW CONTAINING A

MIN. OF 5 CUBIC FEET OF

MATERIAL AND WEIGHING

A MIN. OF 35 POUNDS EACH

PROVIDE

NUMBER

OF BALES

REQUIRED

MIN

.

PLAN

SECTION

SHOWN WITH FLOW FROM

BOTH DIRECTIONS. FLOW

FROM ONE DIRECTION SIMILAR.

FLOW &

SLOPE DOWN

HEADWALL

OR FLARED

END SECTION

FLOW &

SLOPE DOWN

FLO

W

C

L

CULVERT

CULVERT INLET

2:1

SS

L

FOR STAKING

REQUIREMENTS

SEE HAY BALE

STAKING DETAIL

VARIES

1'-0"

10'-0" 10'-0"

IP_______

SECTION B-B

d

a

L

PLAN

BB

3d

o

d

o

NOTES:

1. LENGTH (LA) IS THE RIP RAP LENGTH (10 FEET MIN. OR AS SHOWN ON DRAWINGS.)

2. DEPTH (d) IS THE RIP RAP DEPTH (1.5 TIMES THE MAXIMUM STONE DIAMETER, OR AS

SHOWN ON DRAWINGS BUT NOT LESS THEN 12").

3. INSTALL A FILTER FABRIC BETWEEN RIP RAP SOIL FOUNDATION.

RIP RAP CLASS _

PER ALDOT SPEC.

SECTION 814

FILTER BLANKET

PER ALDOT SPEC.

SECTION 610.03 (B)

OP________

PLAN

FLOW &

SLOPE

DOWN

FLOW &

SLOPE

DOWN

2:1

SS

L

TOP OF BANK BEYOND

NO. 2 COARSE AGGREGATE

PER ALDOT SPEC. SECTION 801.

2

1

2

1

A A

B

B

SECTION A-A

FLOWFLOW

3" THICK LAYER

OF ALDOT NO. 8

FLOCCIN BAGS,

FLOC LOGS OR

FLOCCULANT

COVERED JUTE

MESH

LOWEST T/SLOPE

EL. @ RFD LOCATION

SHOWN ON PLANS

C

L

DITCH

DIT

CH

D

EP

TH

2'-0"

(M

AX

)

SECTION B-B

FOR DITCH BOTTOM WIDTH

6"

1/2 "D

"

"D

"

SEE GRADING PLANS

RFD_______

(FOR 2 ACRE OR SMALLER DRAINAGE AREA)

EXTEND GEOTEXTILE

5 FEET BEYOND

DOWNSTREAM TOE

OF CHECK DAM (TYP)

GEOTEXTILE

2

1

GEOTEXTILE

SECTION

CROSS SECTION

L = MAXIMUM SPACING SUCH THAT TOE OF UPPER

DAM IS AT SAME ELEVATION AS TOP OF LOWER DAM.

24"

MA

X.

L

NOTES:

1. CLEAN TRAP OUT WHEN SEDIMENT REACHES ONE HALF

OF THE ORIGINAL CHECK DAM HEIGHT.

2. AFTER CHECK DAM REMOVAL, RE SEED AND MULCH THE

DISTURBED AREA.

RFD_______

61.5" DIA.

51.0" DIA.

43.0" DIA.

FILTER MATERIAL SHALL BE HIGH-FLOW MATERIAL ON

TOP HALF OF HAT, HIGH-EFFICIENCY MATERIAL ON

BOTTOM HALF.

FILTER HAT INSTALLATION

FILTER HAT SLIDES DIRECTLY OVER FILTER FRAME. TO

KEEP FILTER FRAME IN PLACE OVER STORM STRUCTURE,

ROCK POCKETS ARE SEWN DIRECTLY INTO FILTER HAT

MATERIAL. EVERY FILTER HAT COMES IN ONE PIECE FOR

EASY INSTALLATION.

MAINTENANCE

ALL TEMPORARY EROSION, SEDIMENTATION, & POLLUTION

CONTROL PRACTICES SHOULD BE INSPECTED DAILY.

CONTRACTOR SHALL REMOVE SEDIMENT AND DISPOSE OF

IN A PROPER MANNER. INSPECT DAILY FOR CUTS, ABRASIONS,

AND PROPER INSTALLATION. REPLACE OR REPOSITION AS

NECESSARY.

POCKET FILLED W/

ROCK FOR WEIGHT.

ROCK PROVIDED BY

PURCHASER.

ISOMETRIC VIEW

PLAN VIEW

ELEVATION VIEW

5.5" CENTER

DRAINAGE HOLE

12 DRAINAGE

SLOTS IN TOP

48 DRAINAGE

SLOTS AROUND

PERIMETER

HIGH-FLOW

MATERIAL

HIGH-EFFICIENCY

MATERIAL

3.5" SLOT WIDTH

@ WIDE END

1.5" SLOT WIDTH

@ NARROW END

8.625"

1.625"

5.5"

HEAD - 3.0'

2.5'

2.0'

1.5'

1.0'

0.5'

0.0'

FRAME & FILTER DISCHARGE ANALYSIS

HEAD

(FT)

OPENING

AREA (SF)

FRAME

FLOW (CFS)

FILTER

AREA (SF)

FILTERED

FLOW (CFS)

1.0

1.5

2.0

2.5

3.0

0.5

8.5

" S

LO

T L

EN

G

TH

61.5" D

IA

.31.5"

19"

FIP.2_______

CROSS SECTION VIEW

PLAN VIEW

INFLOW

STRUCTURE

EM

BA

NK

ME

NT

INFLOW

STRUCTURE

1' FREEBOARD

EMBANKMENT

EMERGENCY

SPILLWAY

6" MIN. INVERT ELEVATION OF

EMERGENCY SPILLWAY

SEDIMENT

STORAGE ZONE

FILTER FABRIC

6'

STEEL POST

2

700 g/m

COIR BAFFLES

2

SKIMMER

1

2.5

SKIMMER

DE WATERING

DEVICE

DE WATERING

ZONE

FLOC LOG OR

FLOCCIN BAG

700 g/m

COIR BAFFLES

(JUTE MESH)

RIP RAP LINED

EMERGENCY

SPILLWAY

ANTI SEEP

COLLAR

SIDE

SLOPE

W

FT

BASIN

DEPTH

FT

REQUIRED

VOLUME

CU FT

L

FT

LOCATION

4' M

IN

.

FLOC LOG OR

FLOCCIN BAG

NOTES:

1. ALLOWABLE SEDIMENT DEPTH SHALL NOT EXCEED

1

3

THE TOTAL DEPTH OF THE BASIN.

2. USE DIVERSION CHANNELS OR SWALES TO ROUTE

NON POLLUTED RUN OFF AROUND THE BASIN.

D

W =

10' M

IN

.

L = 3xW MIN.

SBN

TEST METHOD

ASTM D-4632

ASTM D-4632

ASTM D-3786

ASTM D-4751

ASTM D-4491

ASTM D-4632

ASTM D-4355

TEST RESULTS

100

40

175

30

70

80

NOTES:

1. DOUBLE ROW SILT FENCE IS ONLY REQUIRED AT THE PERIMETER OF THE

CONSTRUCTION SITE. ANY INTERIOR INSTALLATIONS SHALL BE SINGLE ROW.

2. FABRIC SHALL BE TYPE A, GEOTEXTILES FOR USE AS SILT FENCE. FABRIC

SHALL BE ATTACHED TO WIRE REINFORCEMENT WITH STEEL HOG RINGS.

ATTACH STEEL REINFORCEMENT TO "T" POSTS USING STEEL U-CLIPS.

3. POSTS SHALL BE:

STEEL "T" SHAPE WITH A MIN. WEIGHT OF 1.3 LBS PER FOOT

4. WIRE REINFORCING SHALL BE GALVANIZED STEEL WIRE AS FOLLOWS:

A. 4"x4" MESH SIZE, W1.4/1.4, 14 GAUGE.

B. HAY WIRE, 12 GAUGE, WITH SMALLER OPENINGS INSTALLED AT BOTTOM

OF SILT FENCE.

5. MAINTENANCE: MAINTAIN SILT FENCE UNTIL FINAL STABILIZATION IS ACHIEVED.

FILTER FABRIC SHALL BE REMOVED AND REPLACED WHENEVER IT HAS

DETERIORATED OR BEEN OTHERWISE DAMAGED TO SUCH EXTENT THAT IT

REDUCES THE EFFECTIVENESS OF THE SILT FENCE.

6. REMOVE SILT WHEN ACCUMULATION LEVELS REACH ONE HALF OF THE SILT

FENCE HEIGHT.

7. THE CONTRACTOR SHALL MARK THE DOWN STREAM SIDE OF THE SILT FENCE

WITH THE DATE OF THE SILT FENCE INSTALLATION. THE DATE SHALL BE SPRAY

PAINTED WHITE WITH 12" MIN. LETTERING, DD/MM/YY, @ 100' INTERVALS.

8. THE FILTER FABRIC SHALL CONFORM TO THE FOLLOWING PHYSICAL REQUIREMENTS:

PHYSICAL PROPERTY

GRAB TENSILE STRENGTH, LBS, MIN.

GRAB ELONGATION, %, MAX.

MULLEN BURST STRENGTH, PSI, MIN.

APPARENT OPENING SIZE

U.S. STANDARD SIEVE

FLOW RATE, MAX.

GAL/MINUTE/SQ. FT.

UV RESISTANCE, %, MIN.

FABRIC KEYED IN WITH

COMPACTED FILL BURIED

OVER TOE OF FABRIC.

POSTS AT 4' MIN. LENGTH

FA

BR

IC

H

EIG

HT

AB

OV

E G

RA

DE

3'-0" M

AX

.

2'-0" M

IN

.

F

L

O

W

&

S

L

O

P

E

D

O

W

N

POST

SPACING

COVER GROUND

W/ 6" OF HAY

6"

1'-6"

MIN

.

6"

6' MAX.

2'-0" BETWEEN FENCES

WIRE REINFORCEMENT

LOCATED ON DOWN

STREAM SIDE OF FABRIC.

INSTALLATION DATE

PAINTED ON DOWN

STREAM SIDE OF FENCE.

LOCATE POSTS

ON DOWN SLOPE

SIDE OF FABRIC

END OF FABRIC FENCE

FLOW

BEGINNING OF FABRIC FENCE

FLOW

POST

18"

6' O.C. MAX

_SF_______

PERSPECTIVE VIEW

END VIEW FRONT VIEW

ARM ASSEMBLY

"C" ENCLOSURE

WATER ENTRY

UNIT

PVC END

CAP

PVC ELBOW

WATER SURFACE

PVC VENT

PIPE

SCHEDULE 40

PVC PIPE

ORIFICE

PLATE

PVC TEE

SCHEDULE 40

PVC PIPE

FLEXIBLE

HOSE

PVC TEE

PVC END

CAP

PVC PIPE

1

2

" HOLES IN

UNDERSIDE

BOTTOM SURFACE

NOTE:

ORIFICE PLATE SIZE SHALL BE __" TO DE WATER

A 25 YEAR, 24 HOUR STORM EVENT IN 3 DAYS.

4" OUTLET

PIPE

SKM

SOD

WITH THE GROUND.

MOW, DRIVE PEGS OR STAPLES FLUSH

THE STRIPS ARE LONG. WHEN READY TO

NETTING. USE STAPLES.

STAPLE

PEG OR

6" - 10"

FLOW

DIRECTION OF FLOW.

LAY SOD ACROSS THE

SECURE SOD WITH

IN CRITICAL AREAS,

IN THE CENTER, OR EVERY 3-4 FEET IF

FIRMLY - AT THE ENDS OF STRIPS AND

USE PEGS OR STAPLES TO FASTEN SOD

INCORRECT

CORRECT

LAY SOD IN A STAGGERED

PATTERN. BUTT THE STRIPS

TIGHTLY AGAINST EACH OTHER.

DO NOT LEAVE SPACES AND DO

NOT OVERLAP. A SHARPENED

MASON'S TROWEL IS A HANDY

TOOL FOR TUCKING DOWN THE

ENDS AND TRIMMING PIECES.

ANGLED ENDS

CAUSED BY THE AUTO -

MATIC SOD CUTTER MUST BE

MATCHED CORRECTLY.

MOW WHEN THE SOD IS

ESTABLISHED - IN 2-3

WEEKS. SET THE MOWER

HIGH (2"-3").

WATER TO A DEPTH OF 4"

AS NEEDED. WATER WELL

AS SOON AS THE SOD IS

LAID.

ROLL SOD IMMEDIATELY TO

ACHIEVE FIRM CONTACT

WITH THE SOIL

FINISHED GRADE AS SHOWN BY

CONTOURS ON GRADING PLANS

4" THICK MIN.

TOPSOIL LAYER

SPREAD FROM

STOCKPILE

ROUGH

GRADE

S

L

O

P

E

KRIMPED CLASS A

MULCHING PER

ALDOT SPEC

SECTION 860.03

NOTES:

1. TOPSOIL IS TO BE ROUGHENED PRIOR TO SEEDING AND MULCHING.

CONTRACTOR SHALL ACHIEVE 95% GROUND COVER PRIOR TO FINAL COMPLETION.

2. THE CONTRACTOR SHALL SPREAD TOPSOIL ON ALL DISTURBED AREAS NOT

OCCUPIED BY STRUCTURES OR CALLED OUT FOR OTHER SURFACE TREATMENT.

3. PRIOR TO SEEDING & MULCHING THE CONTRACTOR SHALL USE TREADED

EQUIPMENT TO MAKE DEPRESSIONS IN SPREAD TOPSOIL PARALLEL TO THE

SLOPE CONTOURS. THIS PROCESS IS COMMONLY KNOWN AS "TRACKWALKING"

APPLY BERMUDA GRASS SEED IN ACCORDANCE

WITH ALDOT SPEC. SECTION 860. CONTRACTOR

TO COORDINATE WITH LANDSCAPING SERVICES.

THE CONTRACTOR SHALL PROVIDE IMMEDIATE

AND PERIODIC WATERING UNTIL GRASS IS 3"

ABOVE THE GROUND SURFACE

CHEMICAL STABILIZATION IS APPLIED IN THE

FORM OF ANIONIC POLYACCYLAMIDE (PAM) IN

ACCORDANCE WITH MANUFACTURERS GUIDELINES.

PS________

SR________

TSG________

MU________

CHS_______

SR________

TSG________

CHS_______

PS________

MU________

EXISTING TREE TO REMAIN

4'-0

" M

IN

.

KEEP

OUT

3" BLACK

1" RADIUS @

WHITE OR YELLOW

3

4

" BLACK LETTERING MIN.

PROVIDE HOLES @ TOP &

BOTTOM OF SIGN & ATTACH

TO FENCING W/ NYLON TIES.

TREE PROTECTION

NO

ENTRA

PROTECCION DE ARBOL

' '

TREE PROTECTION SIGN. ATTACH ONE ENGLISH AND ONE

SPANISH PER SIDE OF FENCING.

ORANGE HIGH DENSITY POLYETHYLENE SAFETY

& BARRIER FENCING.

D

I

A

.

O

F

T

R

E

E

D

R

I

P

L

I

N

E

O

R

3

'

P

E

R

I

N

C

H

O

F

T

R

E

E

D

I

A

.

@

4

'

-

6

"

A

B

O

V

E

G

R

A

D

E

.

P

R

O

T

E

C

T

T

H

E

L

A

R

G

E

R

O

F

T

H

E

Z

O

N

E

S

.

NOTE:

FENCING TO REMAIN IN PLACE UNTIL CLEAN UP @ END OF CONSTRUCTION.

SUPPORT FENCING W/ GALVANIZED

CHAIN LINK TENSION WIRE

2

3

8

" GALVANIZED CHAIN LINK TERMINATOR POST EMBEDDED 18" IN GROUND.

ATTACH FENCING TO POSTS W/ WIRE TIES. PROVIDE

1

2

" DIA. HOLES IN POSTS FOR

WIRE TIES - 12" O.C.

8

'

-

0

"

M

A

X

.

INTERMEDIATE STEEL "T" POSTS, 1.3 LBS. PER FT. EMBEDDED 18" IN

GROUND.

TP_______

BACKGROUND

LETTERING MIN.

ALL CORNERS

3" BLACK

1" RADIUS @

WHITE OR YELLOW

3

4

" BLACK LETTERING MIN.

PROVIDE HOLES @ TOP &

BOTTOM OF SIGN & ATTACH

TO FENCING W/ NYLON TIES.

BACKGROUND

LETTERING MIN.

ALL CORNERS

RIP RAP

NOTE:

RIP RAP SHALL BE PLACED WITHIN LIMITS SHOWN ON DRAWINGS.

ALL STONE TO BE PLACED ON WELL COMPACTED OR UNDISTURBED EARTH.

GEOTEXTILE FABRIC SHALL

BE IN ACCORDANCE PER

ALDOT SPEC. SECTION

610.03 (B)

VARIES

RR_______