C500 DETAILS

STEEL POST
WIRE FENCING
WOVEN FILTER
FABRIC
GENERAL NOTES:
EXISTING
STEEL POSTS SHALL BE 5 -0 IN HEIGHT AND BE OF
F
l'
W1
STEEL POST
1. FILTER
FABRIC
FENCE SHALL BE
A MINIMUM OF 32" IN
WIRE FENCING
WIDTH
AND SHALL HAVE A MINIMUM
OF 6 LINE WIRES
WOVEN FILTER
WITH 12"
STAY
SPACING.
5'
FABRIC F,
2. WOVEN
FILTER
FABRIC BE USED
WHERE SILT FENCE IS TO
pQ
REMAIN
FOR A PERIOD OF MORE
"
THAN 30 DAYS.
ao Z ��- 'll
z
GROUND
50' MIN. PUBLIC STREET
-III1 -III 11
SOIL STABILIZATION
FABRIC UNDER 2"-3"
COURSE AGGREGATE
50' MIN.
3.
STEEL POSTS SHALL BE 5 -0 IN HEIGHT AND BE OF
F
l'
W1
W2
*T
H
THE SELF -FASTENER ANGLE STEEL TYPE. l -VIII
30
l l
4'
12'
18"
4.
WIRE FENCING SHALL BE AT LEAST #10 GAGE WITH A
Illjlllll�llllil
16'
5'
18'
18"
12"
MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING.
,>
16'
NOTES:
5.
TURN SILT FENCE UP SLOPE AT ENDS.
BACKFILL TRENCH
B
33
10'
6.
WIRE MESH SHALL BE MIN. 14 GAGE WITH MAXIMUM 6"
MIN. AND COMPACT
8"
1.
A STABILIZED ENTRANCE PAD OF 2"-3" COURSE AGGREGATE SHALL BE LOCATED WHERE
10'
OPENINGS. THOROUGHLY
11'
9"
TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET.
7.
ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT
10'
2.
FILTER FABRIC OR COMPACTED CRUSHER RUN STONE MAY BE USED AS A BASE FOR THE
9"
FENCE (WITHIN 5 FT.) WHEN GRADING IS ADJACENT TO
A
CONSTRUCTION ENTRANCE.
SWIM BUFFERS OR WETLANDS (REFER TO SWIM BUFFER
3.
THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR
GUIDELINES).
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 SEDIMENT.
MAINTENANCE NOTES:
4.
ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE
REMOVED IMMEDIATELY.
1.
FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE
5.
WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO
PARTY OR HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY
ENTERING A PUBLIC STREET. WHEN WASHING IS REQUIRED, IT SHALL BE DONE IN AN
DURING PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE
AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT
IMMEDIATELY.
BASIN.
2.
SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END
6.
SOIL STABILIZATION FABRIC (AS SPECIFIED BY THE DESIGNER) SHALL BE USED.
OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE
FABRIC SHALL BE REPLACED PROMPTLY.
3.
SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH APPROX.
HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN
PLACE AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM
TO THE EXISTING GRADE, PREPARED AND SEEDED.
Temporary Silt Fence
� NCDEQ STD. 6.62
W1=3Do
END OF FLARED
SECTION
W2
END OF APRON
PLAN
-v i ronrv.
FILTER FABRIC LAP
(IF NEEDED)
NATURAL
GRADE
RIPRAP
z 1= �_11 _� 1� I Cl)
w
III U
NOTE: MINIMUM LAYER OF
H=2 PIPE DIAMETER FILTER FABRIC
* d50 (SEE FIG. 8.06 A&B "NC SEDIMENT AND EROSION CONTROL MANUAL"
DMAX = 1.5 X d50
T = 1.5 X DMAX
5 Outlet Protection
NCDEQ 5TD. 6.41
ni i ci nom
SECTION
�NDEQ
mporary DiversionCSTD. 6.20
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Temporary Gravel Construction Entrance
NCDEQ STD. 6.06
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 NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES'
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL FOR RIPRAP APRON DESIGN
STANDARDS.
3. RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END 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 ATTHE 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 SUBGRADE PRIOR TO PLACEMENT OF RIP
RAP.
10. ANY DISTURBED AREA FROM END OF APRON TO RECIEVING CHANNEL MUST BE STABILIZED.
DESIGN DATA TAKEN FROM THE USDA NOMOGRAPH LOCATED
IN THE NC SEDIMENT AND EROSION CONTROL MANUAL
OUTLET PROTECTION SUMMARY
FES
La
W1
W2
*T
H
CLASS
RR
30
10'
4'
12'
18"
10"
B
31
16'
5'
18'
18"
12"
B
32
16'
8'
19'
18"
20
B
33
10'
3'
11'
9"
8"
A
34
10'
3'
11'
9"
8"
A
37
10'
3'
11'
9"
8"
A
#5 WASHED STONE
1' THICK X 2X HIGH (MIN.)
CLASS B OR
CLASS 1 RIP RAP
PERSPECTIVE VIEW
CLASS B OR
CLASS 1 RIP RAP
NCDOT #57 OR #5 ,
WASHED STONE 1
3
SEDIMENT
STORAGE ZONE I I I z
F N�
iD 2'
I
SECTION
Temporary Filter Berm Inlet Protection
NCDEQ 5TD. 6.55
SEDIMENT STORAGE AREA
VOLUME REQUIRED=XX SF.
FINISHED GRADE
TOP OF
EMBANKMENT
SEEDING MIXTURE
SPECIES RATE (LB/ACRE)
RYE (GRAIN) 120
SEEDING DATES
MOUNTAINS -AUG. 15 - DEC. 30
COASTAL PLAIN AND PIEDMONT -AUG. 15 - DEC. 30
SOIL AMENDMENTS
FOLLOW SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND
AGRICULTURAL LIMESTONE AND 1,000 LB/ACRE 10-10-10
FERTILIZER.
MULCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING
WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A
DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A
MULCH ANCHORING TOOL.
MAINTENANCE
REPAIR AND RE -FERTILIZE DAMAGED AREAS IMMEDIATELY.
TOPDRESS WITH 50 LB/ACRE OF NITROGEN IN MARCH. IF
NECESSARY TO EXTENT TEMPORARY COVER BEYOND JUNE 15,
OVERSEED WITH 50 LB/ACRE KOBE (PIEDMONT AND COSTAL
PLAIN) OR KOREAN (MOUNTAINS) LESPEDEZA IN LATE
FEBRUARY OR EARLY MARCH.
TEMPORARY SEEDING RECOMMENDATIONS FOR FALL
SEEDING MIXTURE
SPECIES RATE (LB/ACRE)
GERMAIN MILLET 40
IN THE PIEDMONT AND MOUNTAINS, A SMALL -STEMMED
SUDANGRASS MAY BE SUBSTITUTED AT A RATE OF 50 LB/ACRE.
SEEDING DATES
MOUNTAINS -MAY 15 - AUG. 15
PIEDMONT -MAY 1 - AUG. 15
COASTAL PLAIN -APR. 15 - AUG. 15
SOIL AMENDMENTS
FOLLOW SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND
AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10
FERTILIZER.
MULCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING
WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A
DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A
MULCH ANCHORING TOOL.
MAINTENANCE
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED,
REFERTILIZE, AND MULCH IMMEDIATELY FOLLOWING EROSION OR
OTHER DAMAGE.
TEMPORARY SEEDING RECOMMENDATIONS FOR SUMMER
SEEDING MIXTURE
SPECIES RATE (LB/ACRE)
RYE (GRAIN) 120
ANNUAL LESPEDEZA (KOBE IN
PIEDMONT AND COSTAL PLAIN,
KOREAN IN MOUNTAINS) 50
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY
COVER IS NOT TO EXTEND BEYOND JUNE.
SEEDING DATES
MOUNTAINS -ABOVE 2500 FEET: FEB. 15 - MAY 15
BELOW 2500 FEET: FEB. 1 - MAY 1
PIEDMONT -JAN. 1 - MAY 1
COASTAL PLAIN -DEC. 1 - APRIL 15
SOIL AMENDMENTS
FOLLOW SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND
AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10
FERTILIZER.
MULCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING
WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A
DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A
MULCH ANCHORING TOOL.
MAINTENANCE
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED,
REFERTILIZE, AND MULCH IMMEDIATELY FOLLOWING EROSION OR
OTHER DAMAGE.
TEMPORARY SEEDING RECOMMENDATIONS
FOR LATE WINTER AND EARLY SPRING
Seeding Specifications for Temporary Erosion Control
NCDEQ STD. 6.10
INSTALLATION DETAIL
SION RESTRAINT
NYLON ROPE,�Tk
P STRAPS
-AT WASHERS)ACH
DUMP STRAP
1" REBAR FOR BAG
REMOVAL FORM INLET
SEDIMENT SACK
MAINTENANCE NOTES:
1. SILT SACKS SHALL BE INSPECTED BY THE FINANCIALLY
RESPONSIBLE PARTY OR HIS AGENT IMMEDIATELY AFTER EACH
RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL.
ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE
PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND THE
SILT SACK STILL IS NECESSARY, THE DEVICE SHALL BE
REPLACED PROMPTLY.
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS
REACH APPROX. HALF THE HEIGHT OF THE SILT SACKS.
6 Tem ora Silt Sack
N.T.S.
BAFFLE
(TYP.)
EARTH BERM
(SEE EROSION
CONTROL PLAN) /
STEEL POST
�'O
COIR EROSION
FABRIC
FLOW
\� IIII
II NIIIIIII III -
ANCHOR MATERIAL IN 4"
WIDE BY 8" DEEP TRENCH
WITH COMPACTED FILL
INLET ZONE - BAFFLE DETAIL
25% OF SURFACE AREA
FIRST CHAMBER -
P�G/�' 25% OF SURFACE AREA
SECOND CHAMBER -
*SEE EROSION 25% OF SURFACE AREA
CONTROL PLAN
FOR METHOD OUTLET ZONE -
OF DISCHARGE 25% OF SURFACE AREA
PERSPECTIVE VIEW
CONSTRUCTION SPECIFICATION
1. GRADE THE BASIN SO THAT THE BOTTOM IS LEVEL FRONT TO BACK AND SIDE TO SIDE.
2. INSTALL POSTS ACROSS THE WIDTH OF THE SEDIMENT TRAP, SEDIMENT BASIN AND/OR
SKIMMER BASIN AS SHOWN.
3. STEEL POSTS SHOULD BE DRIVEN TO A DEPTH OF 24 INCHES, SPACED A MAXIMUM OF 4
FEET APART, AND INSTALLED UP THE SIDES OF THE BASIN AS WELL. THE TOP OF THE
FABRIC SHOULD BE 6 INCHES HIGHER THAN THE INVERT OF THE SPILLWAY. TOPS OF
BAFFLES SHOULD BE 2 INCHES LOWER THAN THE TOP OF THE BERMS.
4. BAFFLE MATERIAL SHALL BE 700 G/M2 COIR EROSION FABRIC.
5. INSTALL AT LEAST THREE ROWS OF BAFFLES BETWEEN THE INLET AND OUTLET DISCHARGE
POINT. BASINS LESS THAN 20 FEET IN LENGTH MAY USE 2 BAFFLES THAT DIVIDES THE
BASIN IN THIRDS.
6. ADD A SUPPORT WIRE OR ROPE ACROSS THE TOP OF THE MEASURE TO PREVENT SAGGING.
7. WRAP BAFFLE MATERIAL OVER THE TOP WIRE. ATTACH FABRIC TO A ROPE AND A SUPPORT
STRUCTURE WITH ZIP TIES, WIRE, OR STAPLES. USE 3 TIES PER POST ALL WITHIN TOP 8"
OF FABRIC.
8. THE BOTTOM AND SIDES OF THE FABRIC SHOULD BE ANCHORED IN A TRENCH 8" DEEP. IN
LIEU OF EXCAVATING A TRENCH, THE FABRIC MAY BE INSTALLED WITH A PIECE OF
EQUIPMENT SPECIFICALLY DESIGNED TO SLICE THE GROUND WITH A DISC.
9. DO NOT SPLICE THE FABRIC, BUT USE A CONTINUOUS PIECE ACROSS THE BASIN.
MAINTENANCE
• INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY
REQUIRED REPAIRS IMMEDIATELY.
• BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A BAFFLE
COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
• REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL TO PROVIDE ADEQUATE STORAGE
VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE BAFFLES. TAKE CARE TO
AVOID DAMAGING THE BAFFLES DURING CLEANOUT. SEDIMENT DEPTH SHOULD NEVER EXCEED
HALF THE DESIGNED STORAGE DEPTH.
10 Tem �%a Porous Baffle
NCDEQ 6.65
19-GUAGE
HARDWARE CLOTH
(" MESH OPENINGS)
NCDOT #5 OR #57
WASHED STONE
NCDOT #5 OR #57
WASHED STONE
FIGURE 6.51A HARDWARE CLOTH
AND GRAVEL INLET PROTECTION
4' MAX.
PLAN
CONSTRUCTION SPECIFICATIONS
1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING INLET.
2. DRIVE 5 -FOOT STEEL POSTS 2 FEET INTO THE GROUND SURROUNDING THE INLET. SPACE POST EVENLY
AROUND THE PERIMETER OF THE INLET, A MAXIUM OF 4 FEET APART.
3. SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH. SECURE THE WIRE MESH TO THE STEEL
POSTS AT THE TOP, MIDDLE, AND BOTTOM. PLACING A 2 -FOOT FLAP OF WIRE MESH UNDER THE
GRAVEL FOR ANCHORING IS RECOMMENDED.
4. PLACE CLEAN GRAVEL (NCDOT#5 OR #57 STONE) ON A 2:1 SLOPE WITH A HEIGHT OF 16 INCHES
AROUND THE WIRE, AND SMOOTH TO AN EVEN GRADE.
5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ACCUMULATED SEDIMENT, AND
ESTABLISH FINAL GRADING ELEVATIONS.
6. COMPACT THE AREA PROPERLY AND STABILIZED IT WITH GROUNDCOVER_
MAINTENANCE
INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT.
CLEAR THE MESH WIRE OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR
SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING SEDIMENT
REMOVAL. REPLACE STONE AS NEEDED.
REFERENCES
INLET PROTECTION
6.52, BLOCK AND GRAVEL INLET PROTECTION
6.54, ROCK DOUGHNUT INLET PROTECTION
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATION FOR ROADS AND STRUCTURES
�.Hardware Cloth and Gravel Inlet Protection
NCDEQ STD. 6.51
CLEAN WATER
RUNOFF
2' MIN
NATURAL GRADE
6' TYP. COMPACTED
BERM
\ I �
`2' MINI - Ill
NORTH AMERICAN GREEN S150
EROSION CONTROL FABRIC
Permanent Diversion Swale "Clean Water"
NT5
SECTION
DISTURBED
AREA
•
adw
environments life
architecture planning interiors
2815 coliseum centre drive, suite 500
charlotte, north Carolina 28217
t] 704 379 1919
f] 704 379 1920
www.adwarchitects.com
EDIFICE
GENERAL CONTRACTORS
CONTACT: DAVID SALEEBY
349 NORTH CENTER ST.
STATESVILLE INC 28677
704-878-3035
benesch
Alfred Benesch & Company
2320 West Morehead Street
Charlotte, NC 28208
www.benesch.com
P 704.521.9880
Corp. INC License: F-1320
Project #17.000142
New Facility For
IREDELL
COUNTY
PUBLIC
SAFETY
CENTER
404 Bristol Drive
Statesville, NC
SITE PLAN REVIEW
CONSTRUCTION DOCUMENTS
SITE CONSTRUCTION
DETAILS
DATE 5,22,2017
PROJECT NO 16029
REVISIONS
NO DATE DESCRIPTION:
THIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS, PA. AND
SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR IN PART. IT
SHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANY
OTHER COMPANY OR AGENCY WITHOUT THE CONSENT OF ADW
ARCHITECTS, PA.
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SEAL
SHEET NUMBER C500