pg6STEEL POST 8' MAX. STANDARD STRENGTH FABRIC WITH WIRE FENCE
8' MAX. STANDARD STRENGTH FABRIC WITH WIRE FENCE
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GENERAL NOTES:
1. FILTER FABRIC FENCE SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A
MINIMUM OF 6 UNE WIRES WITH 12" STAY SPACING.
2. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF
MORE THAN 30 DAYS.
STEEL POST
R FILTER AB
,
LOwhOf
SKIRT IN 4' X 8" DEEP TRENCH MIN.
3. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE SELF -FASTENER ANGLE
1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE
STEEL TYPE.
PARTY OR HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY
TALLER THAN 18 INCHES.
DURING PROLONGED RAINFALL ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
4. TURN SILT FENCE UP SLOPE AT ENDS.
RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
2. MOOT #5 OR #57 WASHED STONE MAY BE USED WITH HARDWARE CLOTH OR CLASS 1 OR
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END
S. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING IS
OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY. THE FABRIC
ADJACENT TO SWIM BUFFERS, STREAMS OR WETLANDS (REFER TO SWIM BUFFER GUIDEUNES).
SHALL BE REPLACED PROMPTLY.
THE COLOR ORANGE IS RESERVED FOR VISUAL IDENTIFICATION OF ENVIRONMENTALLY SENSITIVE
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH APPROX.
AREAS.
HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PUCE
B. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 1 D FT OF FENCE.
AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE
BE SAME AS STD. /30.09 (19 GAUGE, 1/4' SPACING).
EXISTING GRADE, PREPARED AND SEEDED.
7. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 8.62A NORTH CAROLINA
"V° TRENCH AROUND -
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL,
ENTIRE PUNTING BED
8. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR OTHER
AREAS OF CONCENTRATED FLOW.
EDGE OF
arz
WIRE FENCING
(IF APPUCABU
WOVEN FILTER FABRIC
TEMPORARY SILT FENCE
SEE PLAN FOR SIZE
NOT TO SCALE
STEEL POST
1MIN. HARDWARE CLOTH
CLASS 1 OR 2 WASHED STONE
RIP -FAP OR MOOT )
WASHED STONE ( NS OR /5]
(MOOT /5 OR /57)
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GENERAL NOTES:
MAINTENANCE NOTES:
1. SEDIMENT FILTER OUTLET AND HARDWARE CLOTH SHALL BE 16 INCHES HIGH BUT NO
1. FILTER OUTLETS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY OR
TALLER THAN 18 INCHES.
HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED
FlNSHED GRADE
RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
2. MOOT #5 OR #57 WASHED STONE MAY BE USED WITH HARDWARE CLOTH OR CLASS 1 OR
2 THE STONE SHALL BE REPLACED PROMPTLY AFTER ANY EVENT THAT HAS CLOGGED
2 RIP -RAP SHALL BE USED AND COVERED WITH 4 INCHES OF NCDOT #5 OR #57 WASHED
OR REMOVED IT.
STONE ON THE UPSLOPE SIDE WITH HARDWARE CLOTH.
0
3, HARDWARE CLOTH SHALL BE ANCHORED TO THE STEEL POSTS SECURELY USING
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH HALF THE
HEIGHT Of THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE
APPROPRIATE ANCHORS. HARDWARE CLOTH SHALL BE KEYED IN A MINIMUM OF 12 INCHES
SILT FENCE OUTLET IS REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING
IN LENGTH AND BACKFILLED PROPERLY AS SHOWN IN ABOVE DETAIL. HARDWARE CLOTH TO
GRADE, PREPARED AND SEEDED.
BE SAME AS STD. /30.09 (19 GAUGE, 1/4' SPACING).
4. POSTS SHALL BE NO MORE THAN 4 FEET APART.
"V° TRENCH AROUND -
S. SITE OUTLETS AT ANY POINT SMALL CONCENTRATED FLOWS ARE ANTICIPATED AND AT THE
ENTIRE PUNTING BED
DIRECTION OF THE INSPECTOR.
6. ONE ACRE MAXIMUM DRAINAGE AREA PER OUTLET.
EDGE OF
STONE SILT FENCE OUTLET
NOT TO SCALE
BY ENGINEER (18" MIN)
NOTE:
1. DITCH SHOULD HAVE LONGITUDINAL SLOPE OF 1%.
2. SILT FENCE MAY BE REQUIRED BEHIND BERM
TEMPORARY DIVERSION DITCH
NOT TO SCALE
6.0"
4LOa
A ba
6" SOD STAPLES
GROUND SURFACE
INTERMITTENT CHECK SLOT AND SINGLE -LAP SPLICE
LONGITUDINAL ANCHOR TRENCH
SINGLE -LAP SPLICE SINGLE -LAP SPLICED ENDS OR BEGIN NEW
ROLL IN AN INTERMITTENT CHECK SLOT
LONGITUDINAL ANCHOR TRENCH
PREPARE SOIL AND APPLY SEED BEFORE -
.o.
INSTALLING BLANKETS, MATS OR OTHER "" "'•'
TEMPORARY CHANNEL LINER SYSTEM "
OVERCUT CHANNEL 2" TO ALLOW BULKING
�?r, ;n:;my, •; - - - ^�'•'i, DURING SEEDBED PREPARATION
GROUND SURFACE
TEMPORARY CHANNEL LINER
nWaroE wa AT �••••
a W.e. Hxml
CURLEX SEDIMENT LOG
DETAIL (NO BLANKET)
RC If AWF. BOM2 AL r •
CURLEX SEDIMENT LOG DETAIL
(WITH STRAW BLANKET)
NOT TO SCALE
NOTES:
1. CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH. WIDTH AND DEPTH OF APRON
TO BE DESIGNED BY THE ENGINEER.
2. REFER TO THE CHARLOTTE MECKLENBURG STORM WATER DESIGN MANUAL FOR
RIPRAP APRON DESIGN STANDARDS.
3. RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE ENO
OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF
2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR
CULVERT HEIGHT.
4. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE
SURFACE OF THE RECEIVING CHANNEL. THE AREA TO BE PAVED OR RIPRAPPED
SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE
SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL THE
APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END.
5. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM
WIDTH OF THE RECEIVING CHANNEL. MAXIMUM TAPER TO RECEIVING CHANNEL 5:1
6. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER.
7. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING
CHANNEL SHALL NOT BE ALLOWED.
8. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON
WILL BE PERMITTED.
9. FILTER FABRIC SHALL BE INSTALLED ON COMPACTED SU13GRADE PRIOR TO
PLACEMENT OF RIP RAP.
10. ANY DISTURBED AREA FROM END OF APRON TO RECIEVING CHANNEL
MUST BE STABIUZED.
USE USDA NOMOGRAPH FROM NC SEDIMENT AND EROSION CONTROL MANUAL OR
CHARLOTTE MECKLENBURG STORM WATER DESIGN MANUAL FOR DESIGN DATA.
• d50 (aro DO 8.08 a•b 'NC SEDIMENT AND EROSION CONTROL MANUAL"
dmax 1.5 x d50
NOT TO SCALE
NOT TO SCALE
CURLEW SEDIMENT
STAKE
ROW
STAKING DETAIL
1 8" X 1 8" X 30" WOODEN STAKES ARE RECOMMENDED
FOR 6", 9", AND 12" SEDIMENT LOGS
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L � �
CURLEX WATTLE DETAIL
PLAN
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W
an
(IF NBLD1) I
NOTES:
1. A STABILIZED ENTRANCE PAD OF 2-3" WASHED STONE OR RAIL ROAD BALLAST SHALL BE LOCATED WHERE
TRAFFIC WILL ENTER OR LEAVE THE CONSTRUC11ON SITE ONTO A PUBLIC STREET.
2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE.
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT
ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL
STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMEPIT.
4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY.
5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN
WASHING IS REQUIRED, R SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN
APPROVED SEDIMENT BASIN.
EXISTING
SOIL STABILIZATION FABRIC -
UNDER 2-3" WASHED STONE
TEMPORARY CONSTRUCTION ENTRANCE
NOTES:
1. REMOVE WIRE AND NYLON TWINE FROM BALL AND CANOPY.
2. SOAK ROOT BALL AND PLANT PIT IMMEDIATELY AFTER INSTALLATION.
3. STAKING IS REQUIRED FOR ALL TREES IN R.O.W. OR UPON
REQUEST OF ARBORIST.
4. REMOVE EXCESS SOIL FROM SITE AND DISPOSE OF IN A
LEGAL MANNER.
5. RESEED UNMULCHED, DISTURBED AREAS.
3/4- NYLON STRAP -
ROOT GROWN TO
BE AT FINISH GRADE
C HIGH / 8' ME MAXIMUM
BERM WISIDE OF ROOTBAUL-\
3 - 1'x2N18' WOW STAKES-
W1TH CENTERED 3/8' HOLE
DRIVEN IN UNE WITH STRAP
EWALLY SPACED AROUND TREE
REMOVE TYPICAL EXCESS SGL
FROM ROOT CROWN
REMOVE TOP 1/3 BURLAP
AND MY NAILS/ANS, ETC.
REMOVE TOP 1/3 OF WIRE
BASKET WHERE PRESENT
RAISE PIT BOTTOM TO SET ROOT CROWN
AT THE CORRECT HEIGHT. FIRM SOIL UNDER ROOT BML
TREE PLANTING
(FOR SINGLE AND MULTI -STEM TREES)
NOTES:
1. SCARIFY ROOT MASS OF
CONTAINERIZED PLANT MATERIAL.
TYP. COLLAR
Do
MIN. 2" HT.
2. INSTALL CONTAINERIZED PLANTS AT
m
Z
3
Q
o
FlNSHED GRADE
4" LAYER
OF APPROVED
J
MULCH
3. TAMP PLANTING MIX FIRMLY
0
AS PIT IS FILLED AROUND
EACH PLANT BALL.
4
O
4. OMIT COLLAR AROUND EACH SHRUB
WHEN IRRIGATION SYSTEM IS PRESENT.
"V° TRENCH AROUND -
ENTIRE PUNTING BED
5. SOAK EACH PLANT BALL AND
PIT IMMEDIATELY AFTER
EDGE OF
INSTALLATION.
BFA
PUBLIC STREET
NOT TO SCALE
S' SUP KNOT MTH SNID KNOT,
6' LARGER MAN TREE DIAMETER
L ,-KEEP MULCH AWAY FROM
\ / TRUNK Y TO 2'
PACING VARIES
SEE LANDSCAPE PLAN
s
_4' MAXIMUM LAYER OF MULCH
FINISH GRADE
BACKFILL AS SPEaHED
NOT TO SCALE
L -PLANT MIX TAMP SOIL MIX UNDER
EACH PLANT BALL TO
MINIMIZE SETTLEMENT
TYPICAL PLANTING BED DETAIL
e o 0 0
SSR
INAL o o e
RADE
e e o
10 (Ex.) �� EXISTING
GRADE
TYPICAL BED CROWNING
SHRUB PLANTING BED
EQUAL SPACING EDGE OF
BETWEEN ALL PLANTS PLANTING
TYPICAL PLANTING BED PLAN
NOT TO SCALE
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