SW3220201_Plansheet C500-502 - Misc. Detail_20220425 (5)

STEEL POST
WIRE FENCING
WOVEN FILTER
FABRIC
N
GENERAL NOTES:
8' MAX. STANDARD STRENGTH FENCE WITH WIRE FENCE
6' MAX. W/EXTRA STRENGTH FABRIC WITHOUT WIRE FENCE
U V
PLASTIC OR
WIRE TIES
N
I
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 WITH
WOVEN FILTER
12" STAY SPACING.
FABRIC F/
2. WOVEN
FILTER FABRIC BE
USED WHERE SILT FENCE IS TO
pe
REMAIN
3 STEEL
FOR A PERIOD OF
POSTS SHALL BE
MORE THAN 30 DAYS.
5' 0" IN HEIGHT AND BE OF THE
z `�
Do
SELF -FASTENER ANGLE STEEL TYPE. =III=III
4. WIRE FENCING SHALL BE AT LEAST 10 GAGE WITH A "'iilll ICI-1111111
I_III
MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING. I
5. TURN SILT FENCE UP SLOPE AT ENDS. 4
6. WIRE MESH SHALL BE MIN. 14 GAGE WITH MAXIMUM 6" MIN.
OPENINGS.
7. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT
FENCE (WITHIN 5 FT.) WHEN GRADING IS ADJACENT TO SWIM
BUFFERS OR WETLANDS (REFER TO SWIM BUFFER
GUIDELINES).
MAINTENANCE NOTES:
1. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH
RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR
BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE
VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE
CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
4. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND
BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING
DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
(DTenorora Silt Fence
NCDEQ STD. 6, 62
W1=3Do
END OF FLARED
SECTION
W2
END OF APRON
PLAN
0% SLOPE
1' MIN.
FILTER FABRIC LAP
(IF NEEDED)
NATURAL
GRADE
RIPRAP
U)
_ -
/, � W
µ-� Y
U_
NOTE: MINIMUM LAYER OF
H=J3 PIPE DIAMETER FILTER FABRIC
BACKFILL TRENCH
AND COMPACT
THOROUGHLY
EXISTING GROUND
z
00
50' MIN. PUBLIC STREET
z „,III III ! I
SOIL STABILIZATION
FABRIC UNDER 2"-3"
0 COURSE AGGREGATE
w
Ld
m
N
U
m
O_
NOTES:
1. A STABILIZED ENTRANCE PAD OF 2"-3" COURSE AGGREGATE SHALL BE LOCATED WHERE
TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET.
2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE MAY 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 SEDIMENT.
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, IT SHALL BE DONE IN AN
AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT
BASIN.
6. SOIL STABILIZATION FABRIC (AS SPECIFIED BY THE DESIGNER) SHALL BE USED.
MAINTENANCE NOTES:
1. MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM
LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOPDRESSING WITH
2-INCH STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP
SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE
MATERIALS SPILLED, WASHED OR TRACKED ONTO TO PUBLIC ROADWAYS.
Temporary Gravel Construction Entrance
NC DEQ 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.
* d50 (SEE FIG. 8.06 A&B "NC SEDIMENT AND EROSION CONTROL MANUAL"
DMAX = 1.5 X d50
T = 1.5 X DMAX
5 )�NKE.a 9.6
utletProtection ,41
PLAN VIEW
INFLOW
STRUCTURE
AVERAGE AREA*
WIDTH W =
L
* AREA OF BASIN WATER
SURFACE AT TOP OF PRINCIPAL
SPILLWAY ELEVATION
CROSS-SECTION VIEW
INFLOW
STRUCTURE
DEWATERING
ZONE
GEOTEXTILE FAB
POROUS BAFFLES, SEE
DETAIL 6 THIS SHEET
1' FREEBOARD W
6" MIN. INVERT ELEVATION 5'MIN
OF EMERGENCY SPILLWAY� r
ROPE TO L
EMBANKMENT _ T
SEDIMENT J \ \ \
STORAGE ZONE
MINIMUM LENGTH TO WIDTH RATIC2:1
MAXIMUM LENGTH TO WIDTH RATIG.'1
2' MIN
Z=5'MAX
DESIGN DATA TAKEN FROM THE USDA NOMOGRAPH LOCATED
IN THE NC SEDIMENT AND EROSION CONTROL MANUAL
OUTLET PROTECTION SUMMARY
OUTLET
La
W1
W2
*T
H
CLASS
RR
FES 1
10
4.5
8
9
4
A
FES 2
10
4.5
8
9
4
A
EMBANKMENT
NOTES:
1. REFER TO NCDENR
PLANNING AND DESIGN
MANUAL SECTION #6.64
FOR ADDITIONAL DESIGN
SPECIFICATIONS
REGARDING SKIMMER
SEDIMENT BASINS.
2. MINIMUM SURFACE AREA
REQUIRED IS 325 SQ FT
PER CFS Q10.
3. USE FOR DRAINAGE AREA
NOT EXCEEDING 10 (TEN)
ACRES.
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 Specifications for Tem
NCDEQ STD. 6.10
T
m
O _-o
B 3.3' (,.Om)
_ L 2'2.)
3• (0.9m) r _
0 O O z -10 1
Z.3..Om)
0.7 ) 3' (1STAPLES PER SQ. YDF
J� (0.8 STAPLES PER SO. M)
3.3' (1.0.) O
0 0 0
1.15 STAPLES PER SO. YD.
STAPLE PATTERN GUIDE
6.67' (2.03 M) WIDE ROLLS
*USE BIODEGRADABLE FASTENERS*
1.5' (0.5m)
NOTES
A. 4:1 SLOPES
B. 3:1 SLOPES
C. 2:1 SLOPES &STEEPER SLOPES
D. MEDIUM/HIGH FLOW CHANNEL
E. HIGH FLOW CHANNEL & SHORELINE
(1.35 STAPLES PER SO. M) 1.7 STAPLES PER SQ. YD.
(2.0 STAPLES PER SO. M)
D
L 2' (0.5m) Q
10" (0.25m)
�Y o 0 0 0 0 0
1- 20' ( .5m) i1- 10• (0.25m)
I T 0 3.3' (1.0.) I 9920'(O0.0
0 0 0 0 0
3.S (,.0m)
0 0 0 Mo 0 0 0
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
rary Erosion Control
CHANNEL INSTALLATION -I c302CM)
-k,s cM)I-
3.4 STAPLES PER SO. YD. 3.75 STAPLES PER SQ. YD.
(4.1 STAPLES PER SO. M) (4.5 STAPLES PER SO. M) /
/ . U
i -I 4• I_
r1
10"cM) -
1 O
,,yyam�1 2" - 5.
5 CM - ,2.5 CM
1
I-( )
1
1
.
=. O
(15 CM) -
OO
1. PREPARE SOIL BEFORE ROLLED EROSION CONTROL PRODUCTS (RECP's), INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED.
NOTE: WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.
2. BEING AT THE TOP OF THE CHANNEL BY ANCHORING THE RECP's IN A 6" (15 CM), DEEP X 6" (A-15 CM) WIDE TRENCH WITH APPROXIMATELY 12" (30 CM) OF RECP's
EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE RECP's WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN THE
BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM) PORTION
OF RECP's BACK OVER SEED AND COMPACTED SOIL SECURE RECP's OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" (30
CM) ACROSS THE WIDTH OF THE RECP's.
3. ROLL CENTER RECP's IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL RECP's WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL
RECP's MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE.
WHEN USING THE DOT SYSTEM STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE
PATTERN.
4. PLACE CONSECUTIVE RECP's END OVER END (SHINGLE STYLE) WITH A 4" - 6" (10 CM - 15 CM) OVERLAP. USE A DOUBLE ROW OF STAPLES STAGGERED 4" (10 CM)
APART AND 4" (10 CM) ON CENTER TO SECURE RECP's.
5. FULL LENGTH EDGE OF RECP's AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN A 6" (15 CM)
DEEP X 6" (15 CM) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
6. ADJACENT RECP's MUST BE OVERLAPPED APPROXIMATELY 2" - 5" (5 CM - 12.5 CM) (DEPENDING ON RECP's TYPE) AND STAPLED.
7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT (9 M - 12 M) INTERVALS. USE A DOUBLE ROW OF STAPLES
STAGGERED 4" (10 CM) APART AND 4" (10 CM) ON CENTER OVER ENTIRE WIDTH OF THE CHANNEL.
8. THE TERMINAL END OF THE RECP's MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN A 6" (15 CM) DEEP X 6" (15 CM)
WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
NOTE:
* IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSARY TO PROPERLY ANCHOR THE RECP's.
A/ B CRITICAL POINTS NOTE:
�* HORIZONTAL STAPLE SPACING SHOULD BE ALTERED
C A. OVERLAPS AND SEAMS IF NECESSARY TO ALLOW STAPLES TO SECURE THE
B. PROJECTED WATER LINE CRITICAL POINTS ALONG THE CHANNEL SURFACE.
C. CHANNEL BOTTOM/ SIDE
SLOPE VERTICES ** IN LOOSE SOIL CONDITIONS THE USE OF STAPLE OR
STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE
NECESSARY TO PROPERLY ANCHOR THE RECP's.
6 Slo a Mattin Swale Liner
NC EN STD, 6.17
BASIN
DRAINAGE
AREA (AC)
DENUDED
AREA
(AC)
Q10
(CFS)
BASIN VOLUME
BASIN SURFACE AREA
CLEANOUT
H
(FEET)
Z
(FEET)
L
(FEET)
T
(FEET)
W
(FEET)
SKIMMER PIPE
DIAMETER
SKIMMER
ORIFICE
DIAMETER
BASIN BOTTOM
ELEVATION
BASIN TOP
ELEVATION
BASIN
SPILLWAY
ELEVATION
REQ'D
PROV.
(CF)
REQ'D
PROV.
DEPTH
(CF)
(SF)
(SF)
H/Z
1
0.53
0.53
2.11
947
1,015
684
868
1.25
2.0
4
10
1.5
5
1.50
0.75
647.00
651.00
649.50
2
0.54
0.54
2.15
965
1,246
698
792
1.00
2.5
5
10
1.5
5
1.50
0.75
638.00
643.00
641.50
EMERGENCY SPILLWAY
(SEE NOTE #2 & 19)
MBANKMENT
T=1.5 MIN
SPILLWAY
TWO NTI-SEEP
STAKES TO ALIGN COLLAR
SKIMMER
15" DEEP HOLE WITH
BALLAST STONE BOTTOM
GENERAL NOTES:
1. AREA UNDER EMBANKMENT SHALL BE CLEARED, GRUBBED, AND STRIPPED OF ANY VEGETATION AND
ROOT MAT. THE POOL AREA SHALL BE CLEARED.
2. THE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER WOODY VEGETATION
AS WELL AS OVERSIZED STONES, ROCKS, ORGANIC MATERIAL OR OTHER OBJECTIONABLE MATERIAL.
THE EMBANKMENT SHALL BE COMPACTED BY TRAVERSING WITH EQUIPMENT WHILE BEING
CONSTRUCTED. ALL SPILLWAYS SHOULD BE LINED WITH FABRIC OR RIP -RAP.
3. EMBANKMENT SHALL BE COMPACTED TO 95% OF STANDARD PROCTOR MAXIMUM DRY DENSITY AT +/-
2% OPTIMUM MOISTURE CONTENT.
4. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE
SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. REMOVED SEDIMENT
SHALL BE DEPOSITED IN A SUITABLE AREA IN SUCH A MANNER THAT IT WILL NOT ERODE.
5. THE TRAP SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NECESSARY.
6. CONSTRUCTION OPERATION SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER
POLLUTION IS MINIMIZED.
7. ALL CUT AND FILL SLOPES SHALL BE 2:1 OR FLATTER, UNLESS CERTIFIED BY REGISTERED
GEOTECHICAL ENGINEER.
8. SEDIMENT BASIN EMBANKMENTS SHOULD BE PROVIDED WITH EROSION CONTROL AND STABILIZATION.
9. STORAGE AREA IS SHOWN AS RECTANGULAR FOR ILLUSTRATIVE PURPOSES ONLY, AND MAY BE
CONSTRUCTED IN ANY SHAPE PROVIDED THE MINIMUM STORAGE VOLUME AND SURFACE AREA
REQUIREMENTS ARE MET. THE BASIN SHOULD ALSO BE ORIENTED SUCH THAT THE FILTER AND THE
MAIN FLOW OF WATER AND SEDIMENT ARE ON OPPOSITE ENDS ON THE LONGER BASIN DIMENSIONS.
10. REQUIRED STORAGE IS 1800 CUBIC FEET OF STORAGE VOLUME PER ACRES OF DRAINAGE AREA. IF
CLEAR WATER FROM UNDISTURBED AREAS IN DRAINAGE BASIN ARE TAKEN AROUND OR THROUGH THE
DENUDED AREA BY NON EROSIVE MEASURES, THEN BASINS MAY BE SIZED BY DENUDED ACRES.
RECOMMENDED STORAGE IS 1800 CUBIC FEET OF STORAGE PER ACRE OF DENUDED AREA.
11. THE WIDTH OF THE SPILLWAY IS TO BE BASED ON A 10-YEAR STORM.
12. WHENEVER TOPOGRAPHY ALLOWS, THE BASIN LENGTH SHOULD BE TWICE (2X) THE BASIN WIDTH, TO
ALLOW FOR PARTICULATE SETTLING. BAFFLES SHOULD BE PROVIDED IN THE BASIN WHERE THE
LENGTH IS LESS THAN TWICE THE WIDTH.
13. CLEANOUT STAKES SHALL BE PLACED IN ALL SEDIMENT BASINS AT THE LOW POINT IN THE BASIN.
THE STAKES SHALL BE MARKED SHOWING THE HALF FULL, CLEANOUT POINT, OF THE BASIN.
14. SAFETY FENCING 3' HIGH SHOULD BE PLACED AROUND ALL SEDIMENT BASINS.
15. FOR DESIGN OF RISER TYPE SEDIMENT BASINS, REFER TO THE NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT, HEALTH, AND NATURAL RESOURCES EROSION AND SEDIMENT CONTROL PLANNING AND
DESIGN MANUAL.
16. FOR SLOPES GREATER THAN 10' IN LENGTH, SILT FENCE AT THE TOE OF THE SLOPE AND SLOPE
TERRACING WILL BE REQUIRED.
17. THE BERM ON SEDIMENT BASINS SHALL BE SEEDED ONCE FINAL GRADE HAS BEEN REACHED. THE
SILT FENCE MAY BE REMOVED IF PERMISSION HAS BEEN GRANTED BY THE CITY/COUNTY LAND
DEVELOPMENT INSPECTOR AFTER THE GRASS HAS GERMINATED AND STABLE GROUND HAS BEEN
ESTABLISHED.
18. WASHED STONE AND WIRE BACKING SHALL BE USED WITH SILT FENCE WHENEVER SILT FENCE IS
PLACED AT THE TOE OF A SLOPE GREATER THAN 10' HIGH OR ALONG ANY CHANNEL OR WATER
COURSE WHERE 50' OF BUFFER IS NOT PROVIDED.
19. LINE SPILLWAY TO TOE OF DOWNSTREAM SLOPE WOVEN GEOTEXTILE FABRIC (US 200 OR APPROVED
EQUAL). ANCHOR WITH 1" X12" STAPLES AND OVERLAP JOINTS 18" MIN. IN FLOW DIRECTION IF
MULTIPLE SECTIONS OF FABRIC.
PVC EN
PVC
END VIEW
4' MAX.
19-GUAGE
HARDWARE CLOTH
(4" MESH OPENINGS)
NCDOT #5 OR #57
WASHED STONE
NCDOT #5 OR #57
WASHED STONE
FIGURE 6.51A HARDWARE CLOTH
AND GRAVEL INLET PROTECTION
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 Inle�tP rotection
NCDEQ STD. 6.51
ARM ASSEMBLY
"C"ENCLOSURE
0
- WATER ENTRY UNIT
PERSPECTIVE VIEW
FRONT VIEW
SCHEMATIC OF SKIMMER TAKEN FROM PENNSYLVANIA EROSION AND SEDIMENT POLLUTION CONTROL
MANUAL, MARCH 2O00.
40
704.333.0093
C DESIGN INC. www.cdesigninc.com
U
W
O
af
Cabarrus County
Frank Liske Park
J
Q
W
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4001 Stough Rd
Concord, NC 28027
Kyle Bilafer
704.920.3201
r4ybenesch
Alfred Benesch & Company
2359 Perimeter Pointe Parkway, Suite 350
Charlotte, INC 28208
www.benesch.com
rJ 704.521.9880
Project # 17000392
1
copyright ri ht 2021 C DESIGN INC.
PLAN NORTH
z PROJECT NUMBER 0604-0522
O DATE 10.28.2021
Q
O
LL Site
Z
Construction
L1J Details
LU
_
co
Tem ora Sediment Basin
NCDEQ STD, 6, 61
C500

HINGED GRATE COVER 16.25"
FOR EASY ACCESS 6.25" 4
MATERIAL: CAST IRON
QUALITY: MATERIAL SHALL CONFORM TO
ASTM A48 — CLASS 30B
N O O
PAINT: CASTINGS ARE FURNISHED WITH A cfl
BLACK PAINT O O
STANDARD (H-20) RATED
DRAIN AREA = 92.5 SQ. INCH
1 6.25"
6.25"
0
N
*(1) ADAPTORS CAN BE MOUNTED ON ANY ANGLE 0° PEDESTRIAN (H-10) RATED
TO 359°. TO DETERMINE MINIMUM ANGLE BETWEEN DRAIN AREA = 79.3 SQ. INCH
ADAPTORS SEE PLAN.
15" CAST IRON GRATES
CAST IRON
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OVERALL HEIGHT 10' PVC PIP[
15" Area Drain Detail
N.IT. 6.
BACKFILL MATERIAL SHALL BE CRUSHED
STONE OR GRAVEL MATERIAL MEETING
CLASS 1 OR 2 AS SPECIFIED IN ASTM
D2321 BACKFILL MATERIAL SHALL BE
PLACED UNIFORMLY IN 12" LIFTS AND
COMPACTED
CAST IRON GRATE
UNDISTURBED
EARTH
12" OF #5 OR #57
GROUND LIN
CROSS SECTION
4' UNLESS OTHERWISE
NOTED ON PLAN
TOP VIEW
V-6" MIN
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CLASS B EROSION
CONTROL STONE
FILTER FABRIC
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BALER STRAW
BALE
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IMPERMEABLE
SHEETING
WOOD ORJ
STRAW METAL
BALE STAKES
(TYP.) SECTION B-B (2 PER BALE)
PLAN
NOTE: CAN BE TWO STACKED
BALES OR PARTIALLY EXCAVATED
TO REACH 3 FT DEPTH
WASHOUT STRUCTURE WITH STRAW BALES
CONSTRUCTION SPECIFICATIONS
WOOD FRAME 1. LOCATE WASHOUT STRUCTURE A MINIMUM OF 50 FEET AWAY FROM OPEN CHANNELS, STORM DRAIN
SECURELY INLETS, SENSITIVE AREAS, WETLANDS, BUFFERS AND WATER COURSES AND AWAY FROM CONSTRUCTION
FASTENED AROUND TRAFFIC.
ENTIRE PERIMETER
WITH 2. SIZE WASHOUT STRUCTURE FOR VOLUME NECESSARY TO CONTAIN WASH WATER AND SOLIDS AND
TWO STAKES MAINTAIN AT LEAST 4 INCHES OF FREEBOARD. TYPICAL DIMENSIONS ARE 10 FEET X 10 FEET X 3 FEET
DEEP.
3. PREPARE SOIL BASE FREE OF ROCKS OR OTHER DEBRIS THAT MAY CAUSE TEARS OR HOLES IN
THE LINER. FOR LINER, USE 10 MIL OR THICKER UV RESISTANT, IMPERMEABLE SHEETING, FREE OF HOLES
o AND TEARS OR OTHER DEFECTS THAT COMPROMISE IMPERMEABILITY OF THE MATERIAL.
4. PROVIDE A SIGN FOR THE WASHOUT IN CLOSE PROXIMITY TO THE FACILITY.
5. KEEP CONCRETE WASHOUT STRUCTURE WATER TIGHT. REPLACE IMPERMEABLE LINER IF DAMAGED
(E.G., RIPPED OR PUNCTURED). EMPTY OR REPLACE WASHOUT STRUCTURE THAT IS 75 PERCENT FULL,
AND DISPOSE OF ACCUMULATED MATERIAL PROPERLY. DO NOT REUSE PLASTIC LINER. WET -VACUUM
STORED LIQUIDS THAT HAVE NOT EVAPORATED AND DISPOSE OF IN AN APPROVED MANNER. PRIOR TO
SECTION B-B FORECASTED RAINSTORMS, REMOVE LIQUIDS OR COVER STRUCTURE TO PREVENT OVERFLOWS. REMOVE
HARDENED SOLIDS, WHOLE OR BROKEN UP, FOR DISPOSAL OR RECYCLING. MAINTAIN RUNOFF DIVERSION
AROUND EXCAVATED WASHOUT STRUCTURE UNTIL STRUCTURE IS REMOVED.
WASHOUT STRUCTURE WITH WOOD PLANKS
VEHICULAR CONCRETE PAVEMENT,
SEE DETAIL 3—0502
' 1
a
2'-0"-
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4
a4
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6" COMPACTED ABC (TYPE A)
95% STD. PROCTOR
SECTION
Concrete �Bad Detail
� N.T.S.
#4 RF ^
SIDEWALK,
DETAIL 1—
COMPA
SUBGI
95% STD. PRO(
ASTM D
6 Turn Down Slab
N.T.S.
"TURN DOWN" CONDITION
(WHERE INDICATED ON
SITE PLAN ONLY)
2'-0"" WIDE x 9" THICK,
4000 PSI CONCRETE BAND
4" CRUSHED CONCRETE. SLOPE
TO DRAIN (SEE GRADING PLAN)
(2) #5 BAR
COMPACTED SUBGRADE
95% STD. PROCTOR
JLVI LV L.I . ,)ATED
COLLECTOR —SEE
GRADING PLAN FOR
CONTINUATION
Tempo
N.T.S.
U—CHANNEL
POST
■
ORANGE BARRIER
FENCING
NOTES
1. CONTRACTOR TO INSTALL AND MAINTAIN ORANGE BARRIER
FENCING AROUND EXISTING TREES WHERE DELINEATED ON PLAN.
2. NO PARKING OF EQUIPMENT OR MATERIALS SHALL BE PERMITTED
INSIDE THIS AREA.
3. MAINTAIN BARRIER FENCING THROUGH CONSTRUCTION. REMOVE
ALL BARRIERS UPON COMPLETION OF PROJECT.
4. REFER TO NCDENR STANDARDS FOR GENERAL SPECIFICATIONS
REGARDING TREE PROTECTION.
5. 6' MINIMUM WIDTH FOR 2" CAL. TREES OR SMALLER.
6. ONE FOOT OF LINEAR DISTANCE FROM THE TREE TRUNK FOR
EACH INCH OF TRUNK DIAMETER, OR ' HEIGHT OF THE TREE
WHICHEVER IS GREATER UNLESS OTHERWISE SHOWN ON PLAN.
,r Tree Protection/Site Fence Barricade
VEHICULAR CONCRETE SIDEWALK
— SEE 3/C502
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COMPACTED ABC (TYPE A)
95% STD. PROCTOR
COMPACTED SUBGRADE
95% STD. PROCTOR
ASTM D 698
BELGARD ANGLICA EDGER ST,
— CONTRACTOR SHALL PROV
VARIETY OF BLOCK LENNGHT
— EPDXY GROUT TO AFFIX
BELGARD EDGER TO
CONCRETE SIDEWALK LE
SEE GRADING PLAN FOR
DRAINAGE FLUMES
SECTION
BELGARD ANGLIA EDGER STONE CURB
N.T.S.
A
704.333.0093
C DESIGN INC. www.cdesigninc.com
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Cabarrus County
Frank Liske Park
4001 Stough Rd
Concord, NC 28027
Kyle Bilafer
704.920.3201
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G) Alfred Benesch & Company
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(IDIPLAN NORTH
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DATE 10.28.2021
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EXISTING ASPHALT
SMOOTH FINISH 1 2" WIDE PVMT TO REMAIN 2" S9.513 SUPERPAVE SURFACE COURSE. FOR STD.
EACH SIDE OF SCORING AND DUTY SURFACE COURSE. SEE NOTE 3 FOR HEAVY EDIT
AT PAVEMENT EDGES. FINISH GRADE DUTY SURFACE COURSE/BINDER SECTION.
TACK COAT EDGE OF PLAYGROUND
NOTES SURFACING FLUSH BONDED RUBBER
WITH CURB SURFACING (DEPTH
-ll=11=1�1=1� VA
1. SEE SPECIFICATIONS FOR OTHER III -III -IT RIES-SEE SECTION)
SEE SPECIFICATIONS
MEDIUM REQUIREMENTS. -_
BROOM 2. SPRAY HERBICIDE TO KILL ALL l VERTICAL CUB. SEE
HAND TROWEL SCORE JOINT- 1 /4"X3/4" FINISH VEGETATION PRIOR TO APPLYING OVERLAY. OTHER DETAILS
WTI _ _ _ _
DEEP WITH TOOL BANDING. SEE SITE 3. HEAVY DUTY PAVEMENT AREAS INDICATED II- _Ill; III IiI III III III IIII HfVTwi=iiI=Ii1=1T1=1i -
CONSTRUCTION JOINT (IF USED)
TO RECEIVE A NEW SURFACE BINDER 3/8" PEA GRAVEL OR NCDOT #78m,
PLAN FOR SCORE JOINT SPACING / FINISH GRADE, SEE SITE _
COURSE ON THE EXISTING BASE COURSE RE -COMPACT EXISTING INSTALL 4"X42"X42" DIAMOND PLAN FOR MATERIAL WITH GRANITE SCREENINGS
MEDIUM BROOM FINISH SHALL USE 24" OF I-19.OB INTERMEDIATE EXISTING SUBGRADE COMPACTED ABC IF SHAPED PLATES 18" O.C. " SEE SPECS.
PERPENDICULAR TO TRAFFIC FLOW COURSE AND 12" OF SF9.5A SURFACE NECESSARY TO MEET
3" (TYP.) COURSE. SPECIFICATIONS.
4. ASPHALT MIX SHALL NOT CONTAIN MORE d °
THAN 30% RECYCLED ASPHALT PRODUCT CONTRACTION JOINT CUT WITH
(RAP). EARLY ENTRY DRY CUT SAW @
N z 15' O.C. MAX 1 III
Lig ASPHALT OVERLAY PVMT SECTION MEDIUM BROOM FINISH II II a-_ _
PERPENDICULAR TO -
II=1 ° III -III I III-
_ -
j w PROVIDE COMPACTED TRAFFIC FLOW
1=1 III=1 1=1 - -III-1 1=1 704.333.0093
� BEVELED EDGE S9.5B SUPERPAVE ASPHALT °
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1,. PLAN 1 - _ = 1111= III =-I 1 = =-I _ 1 1 IIII ,III-III-111 111 111-III- illy -III l l l l l -III-III„I l l l 1 111- Q
PROVIDE BIT. EXPANSION JOINT @ 30 O.C.
2 -Ili _III-ICI-IIIIII-III_ ill III III
CARRY BASE COURSE 12" 1/8" RADIUS
WITH JOINT SEALER AS SPECIFIED-1/2" THICK, BEYOND SURFACE COURSE COMPACTED ABC COMPACTED ABC (TYPE A)
1j" BELOW FLUSH ON "'THICK EXPANSION AT LOCATIONS WITHOUT 12 (TYPE A) 4000 PSI CONCRETE 95% STD. PROCTOR 1 " RADIUS
JOINT. PLACE EXP. JOINT WHERE SHOWN ON CURB AND GUTTER COMPACTED SUBGRADE SECTION O
PLAN, WHERE NEW POUR IS CONTIGUOUS TO 95% STD. PROCTOR COMPACTED SUBGRADE IL
ANY STRUCTURE, AND AT 30' O.C. MAX. 95% STD. PROCTOR Z
MEDIUM BROOM FINISH STANDARD DUTY PVMT SECTION ASTM D 698 -
a
1 4" X 3 4" TOOLED JOINT PERPENDICULAR TO PROVIDE COMPACTED H
WITH RADIUS EDGES. TRAFFIC FLOW BEVELED EDGE SSUPERPAVE ASPHALT °
SURFACE COURSE a V
FINISH GRADE LJJ
I-19.0C SUPERPAVE ASPHALT NOTES a
.,..,..,...,..U.... ..... ..... ..... ................. Q........W..,..,......,...., _,.. .,..,..,........,a..,a.,..,,.,a,.....,.,...,_..............._,......,_.., a INTERMEDIATE COURSE 1. CONCRETE PAVEMENT SHALL BE CONSTRUCTED IN
°0
ACCORDANCE WITH ACI 330.
_ ° °_12 2. CONTRACTOR TO SUBMIT JOINTING PLAN TO a
° ° III -III -III, ° - _III=III=III= ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION
I "'-III-III-III 1 »
I II -III -III -III -I 1-1 1-1 1-1-I 1-1 1- III -III -III -III- _I -I I11- 2
- III III iii III III _III I�
8„ OF PAVEMENT.
I _ __________ 6 a arrus ounty
SECTION 11, =li - -
3000 PSI FIBER- CARRY BASE COURSE 12" - I-III-III-1 I-III=III=III-11 .III-11I_IIIIII-III-III-iiiiTI-III-ITi"'
Frank Liske Park
REINFORCED CONCRETE BEYOND SURFACE COURSE COMPACTED ABC CURB DETAIL 3000 PSI
COMPACTED SUBGRADE AT LOCATIONS WITHOUT 12 (TYPE A)
SIDEWALK CONTRACTOR TO 95% STD. PROCTOR CURB AND GUTTER COMPACTED SUBGRADE CONCRETE CURB
BACKFILL ALL SIDEWALKS ASTM D 698 95% STD. PROCTOR
WITH SUITABLE SOIL HEAVY DUTY PVMT SECTION Q 4001 Stough Rd
Concrete Sidewalk Detail As halt Pavement DtaileVehicular Concrete Pavement Pla round Curb / Bonded Rubber SurfacingDetail Concord, NC 28027
N.T.S. 2 N.T.S. 3 N.T.S. 4 N.T.S.
Kyle Bilafer
704.920.3201
PULLEY WHEEL 1x27" SOLID
76' Y2" BOLTS (TYP.) STEEL STAKE
8' 30' 30' 8' 2"x1" SLOTTED 32" PIPE CAP 3'-0" 1'-6" 6,_0,. V Z
HOLE FOR CABLE _ Q
TO PASS THROUGH 1TE . benesch
-06- BACKSTOP COMPOSITE _ � 2" RECESS. GROUT RECESS
WOOD - J
3'-0" TO EDGE FLUSH WITH TOP OF WHEELSTOP 00 USGA SAND " 0 z
• �� 1" DIA. • 2x6 TREATED = I - Alfred Benesch & Company
OF PARKING SPACE _ ^ ~ I - - p y
- - - - - - - _
0 RATCHET FOR POSTS, NET, AND SI- - - • 78° _ N Z 2359 Perimeter Pointe Parkway, Suite 350
- - • • - - Charlotte, INC 28208
__ --
- - - - - - - - SEE SPECIFICATIONS
= c� SEE SPECIFICATIONS TAKE
FOR COURT EDGING c� w NET -
IJ1 IIIIII-I I - -1 11 1
EDGE OF PARKING SPACE 1 2 44 I I = CRANK ASSEMBLY IIII IIII' = ITI TI - www.benesch.com
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� 0 BOX FILLE
WITH 6" SAND ;Illlill_III- II=III IIIIIII1111= _
SEE GRADING PLAN I " WITH 6" SAND PLATE " - =i - o
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co I NET & POST 00 HEIGHT EYE BOLT"-6" EYE BOLT 4x4 POST �-U Q ��+ gSl4•. +,*•
N - - - - - - - - - ASSEMBLY 3J" O POWDER _ W
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-I • COATED WHITE 6
=III, I- °O USGA SAND SECTION A -A r'
SEE PLAN FOR
I� _ 1 1i11I1 -
COMPACTED SUBGRADE PAVEMENT TYPE
VOLLEYBALL COURT PLAN -
-IIIIII ° d 1 i ° < 4" SCH. 40 GALV. III 1 I ° ° - '•.NLtiN,"� :
STEEL PLATE DETAILLi
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io I SLEEVE FOR POST (TYP.) I I w w TREATED 2x6 PLANKS AROUND BOX, FASTENED BY 2x4x2' +�++�,��++a►{iw�'
5 REBAR @ 1'-6" DEPTH IN � �cn
UNDISTURBED SOIL. HAMMER SECTION m z d� ° d° IIIIII = dl I ° ad IIII o Q STAKES AT CORNERS, AND CAPPED WITH Y4"x1 %" STRAP STEEL
° I I - a° I I o �n BACKSTOP
SHARP END AND RECESS FROM w zo - @3000EPS1 FOOTING a 0 ~ copyright 2021, C DESIGN INC.
PITCHING DISTANCE 40' BETWEEN BASES OF STAKES
TOP OF WHEELSTOP 1 /2". (2) 6' o EDGE OF NOTES w o III = w BACKSTOP
REBAR TOTAL AT 1'-0" FROM I PARKING LOT w z Q ° ° °161
EACH END OF WHEELSTOP 2" MASONRY BLOCK a 2'-0'
1. EACH COURT REQUIRES PERMANENT STEEL POWDER I � - o
w �` w �' m Revision 1 11.08.2021
COATED POSTS PAINTED WHITE. cn U
2. GRADE TO PROVIDE POSITIVE DRAINAGE. w �_ w - - -1 o - 2: Site Furnishings and Conc.
0 24 DIA. co CONC.
3. SEE GRADING PLAN FOR ADDITIONAL GRADING AND Q cn cn CID - O
DRAINAGE REQUIREMENTS. > 0 1 " DIA. A _ Pavement Revisions
WHEELSTOP CENTERED 4. SEE SPECIFICATIONS FOR OTHER MATERIALS = z SECTION 1 ° TSTAKE
TURF ° U)
IN PARKING SPACE REQUIREMENTS. 0 BOX CONC. BOX - Revision 2 12.09.2021
(TYP.) 5. CONTRACTOR TO PROVIDE POLES, NETS, ATTACHMENT o > BAND CONC THK. . Addendum #2
m
HARDWARE FOR THE NETS AND POLES, AND 4" LJJ
BOUNDARY ROPES. CONTRACTOR TO PROVIDE THE "
EARTH AUGERS AND COMPLETE INSTALLATION OF 7'-0" 36'-0" 7 -0
PLAN USGA SAND, MIRAFI VOLLEYBALL COURTS AS SPECIFIED IN CONTRACT 48'-0"
DOCUMENTS. 1 = SEE SPECS. FILTER FABRIC
6. NET HEIGHT TO BE ADJUSTABLE. 21-1
NOTES COURT PLAN
-1 I 1-1 I-III-1 I- -III-Ili -I
COMPACTED SUBGRADE in I III=I > 1. ADJACENT COURTS MAY BE NO CLOSER THAN 18'-0"
95% STD. PROCTOR CIA- FIRMED SAND (DOUBLE WASHED FROM STAKE TO STAKE.
ASTM D 698 - -I -I USGA SAND) DEPTH VARIES 2. ALL WOOD SHALL BE PRESSURE TREATED WITH
CHROMATED COPPER ARSENATE @ NET RETENTION OF
2" HDPE PERF. SUBDRAIN AT 0.50% 0.40 LBS/C.F. WOOD SHALL BE DRIED AFTER TREATMENT.
MIN. SLOPE (SEE GRADING PLAN FOR 3. DRIVE STAKE INTO 15/8" DIAMETER HOLE. SLIP 4x6 STEEL
2.5X PIPE DIA. CONTINUATION AND SPACING) PLATE WITH 1 Y8" DIA. HOLE OVER STAKE, AND ATTACH
WITH 4 LAG SCREWS.
6" PVC COLLECTOR" PEA GRAVEL OR NCDOT
PIPE, SEE PLAN COURT SECTION #78m, SEE SPECS.
Concrete Wheelsto Detail FOR CONTINUATION.
9 N T 5 Sand Volle ball Court DRAIN TO DAYLIGHT 6 Horseshoe Pit Detail
N.T.S. Q N.T.S. 0
STAMPED PATTERN, COLOR AND FINISH TO BE SELECTED
BY OWNER, TRAVEL AREAS ARE SCORED AND INTEGRALLY
REMOVABLE BOLLARD WITH KNOX BOX PERMANENT BOLLARD COLORED AS NOTED ON SITE PLANS. SEE SPECIFICATIONS
A wg
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>
FINISH GRADE 4" CRUSHED CONCRETE. SLOPE TO w
DRAIN (SEE GRADING PLAN) I BOLLARD POST SLEEVE _`n
ow
MANUFACTURED BY IDEAL SHIELD Z
Y Q �
1.5% SLOPE i OR APPROVED EQUAL. COLOR TO
BE SELECTED BY ARCHITECT. PLAN
-III-III- BOLLARD POST SLEEVE CONSTRUCTION JOINT (IF
III I MANUFACTURED BY IDEAL SHIELD USED) INSTALL 5/8" DIA. w
OR III I PROVIDE �" BIT. EXPANSION JOINT @ 30' O.C. SMOOTH STEEL DOWELS 18" Y
I
T I --III I--III-III-1-III-I - - o APPROVEDEQUAL. COLOR
III -III III ITI Ti III III III _ - - - - _ I I I III III III I � � I WITH JOINT SEALER AS SPECIFIED-1 /2" THICK, O.C.- 3' LONG. GREASE
BE SELECTED BY ARCHITECT. ,�" BELOW FLUSH ON 2" THICK EXPANSION ONE SIDE OF STEEL AND
JOINT. PLACE EXP. JOINT WHERE SHOWN ON SEAL AS DESCRIBED.
PLAN, WHERE NEW POUR IS CONTIGUOUS TO
043/8 Hinged Lid I o 043/8 6" DIA. STEEL PIPE FILLED ANY STRUCTURE, AND AT 25' O.C. MAX. STAMPED AND COLORED
1/4" X 3/4" TOOLED JOINT CONCRETE. SEE SPECIFICATIONS
MIRAFI 50OX I WITH CONCRETE. WITH RADIUS EDGES.
1/8 Wall I 1/8 Wall
4000 PSI REINFORCED 6X6 10/10 WWM
Knox Box CONCRETE
COMPACTED SUBGRADE & Lock FINISH GRADE
�-�-�aQ p ..,..,..,..a..,..,. d .,.,.,,.
95% STD. PROCTOR 085/8aa d
d ° ° PLAN NORTH
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ITIITI-III-ITIITIITIITI-ITIITIITIITI-ITI d 11 -I 11 11 1= III .III -III a III- -III- ° d °
SECTION -III=III-III-III ° III=III-III=III=III-III-III=III-III-III I 1=III=III- II -III -II j PROJECT NUMBER 0604-0522
11=ITI-ITI-III= p II-ITI-III=III=ITI-ITI-III=III=ITI=III- III=ITI=ITI=11 II-ITI= " a
NOTES III=III=III-III III=III=III=III=III=III=III=III=III=III I I11 III=III=III_ =1I (0 -III a III- " DATE 10.28.2021
1 . AGGREGATE BASE COURSE MATERIALS 1=1 1=1 1=ITI= 11=1 1=ITI=ITI=ITI=ITI=ITI=ITI=ITI=ITI= i1i1i ITI=ITI=ITI=III- - COMPACTED SUBGRADE
N TI=ITI=ITI=ITI ITI=ITI=ITI=ITI-ITI-ITI-ITI-ITI-ITI-III I=11ITIITIITIITI11 " III a IIIIII COMPACTED SUBGRADE - - - - - - - - - - - - - - - - - - �
1 11 11 1 a 111 11 11 11 1 11 1 11 11 11 1 11 1 1TUI T 11 T 11 T 11 T 9 5 % STD . PROCTOR `V Q
AND PLACEMENT SHALL BE IN -Ti-ITI-ITI-ITI ° 1 T 1-ITI-IT-ITi-Ti-T-ITI-ITi-Ti-I I °i=i T-ITI-ITi-I _ ° s 9 5 % STD. PROCTOR _ _ _ _ _
i I-ITI-ITI-ITI= I I-ITI-ITI-ITI=ITI=ITI=ITI=ITI=ITI=ITI- a _ITI=ITI= TI=ITI=ITI= - -III-III-III-1 � I-1 I I-III-III-1 � I-1 I I -III -III -I � I, I C I-1 I I, ,III -I � I; I � I-1 I I-1 I I-III-III-1 I2
III -III -III -III -III -III -III -III -III -I I I -I � 1=1 11-1 I =111=1 I -I 11--I-I =I 11=11 I- I I I I I - I � -1 I (-
ACCORDANCE WITH NCDOT SPECIFICATIONS = _ = = 11=1i1=1i1=1i1=ITI=ITI=ITI=ITI=ITI=ITIffli�
�Ii1-Ii1-Ii1=1i1= -i III ° II - SECTION �
=1 1=1 1=1 1=1 IIIIIIIIII 11 11 11 11 11 1=1IIIIIII 11 3 0 0 0 P S 3 0 0 0 PSI COMPACTED ABC (TYPE
SECTION 5.20 AND 1010. - - - -1 .=ITi=ITI=ITI=IT=IT=ITI=ITI=IT=1TIT-IT-ITI-ITi=1 T 1= ° o
- - - - 11-1 I 1-1 1-11111 T 11 T 11 T 11 T 11 T 11 T 11 T 11 T 11 T 1III-1 I 1-1T 1ITI1 T IITII CONCRETE FOOTING . 1_ CONCRETE FOOTING . 9 5 % STD . PROCTOR �
1 1 1=1 1=1 1 111=1 T 1=1 T 1=1 T 1=1 T 1=11=1 T 1=1 T 1=1 T 1=1 T 1=1 T 1=1 T 1=1 T 1=1 T 1=1 T 1=1 T 1=1 T 1-ll-1 T 1=1 T 1=M= TI-ITI-ITI=M= " Site
- II -III -III -III II -III -III -III -III III -III -III -III -III -III -III -III -III -III -III -III III -III -I I1=III-III- I 1I1=111=1I 'o - NOTES COMPACTED SUBGRADE Z
��II 11 1=ITI=i="' =1=ITI=1 1=1-1-1-1 =1 1=1 11 I-III-1 1 III ;III-
I- I -III -III -III -III -III -III -III -I ITI,=1 11 1=1 1=1 1=1 1=1 I_ III -
-TIII-III-III-III-III-III- ,-,IIII 1. CONCRETE PAVEMENT SHALL BE CONSTRUCTED IN 95% STD. PROCTOR - Construction
1 _6_JT�
CRUSHED STONE _6» CRUSHED STONE
ACCORDANCE WITH ACI 330. ASTM D 698 �
A 2. CONTRACTOR TO SUBMIT JOINTING PLAN TO ENGINEER w Details
SECTION A -A FOR REVIEW PRIOR TO CONSTRUCTION OF PAVEMENT. W
3. CONTRACTOR TO PROVIDE SAMPLE PANEL FOR APPROVAL. _
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Crushed Concrete Trail Removable Steel Bollard wit�hl nox Box l Stamped and Colored Concrete Pavement
N.T,S, 8 N.T.S. N.T.S. Q