Page 1
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
Page 2
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_______
Page 3
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
Page 4
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
Page 5
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_______
Page 6
ROUGH
GRADE
SHALLOW
EXCAVATION
1'-0' MAX
FLOW
2
1
2
1
COMPACTED
SOIL
24"
(MIN.)
18"
(M
IN
.)
6'-0" (MIN.)
DV_______
Page 7
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_______
Page 8
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:
Page 9
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_______
Page 10
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______
Page 11
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_______
Page 12
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___
Page 13
HAY BALE WITH SAND
BAG COUNTER WEIGHT
ON TOP
GUTTER FLOW
DIRECTION
HBGD______
Page 14
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______
Page 15
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_______
Page 16
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________
Page 17
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_______
Page 18
(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_______
Page 19
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_______
Page 20
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
Page 21
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_______
Page 22
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
Page 23
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
Page 24
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________
Page 25
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
Page 26
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_______