SW6211001_Plansheet (C-5.7-8 & C-6.2) - SCM Detail_20220210

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EXISTING GROUND
—
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FINISHED
GROUND .................. .
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130.79 LF ® 0.45% 8" SDI
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POND #1
STORM DRAIN -0+50 TO 3+50
WATER (1 YR): 251.96'
........................................
,71.56 LF ®0.84%
.....
...............
.............................................
36"
RCP.....
TOP OF SHELF: 252.70'
6,
NORMAL POOL: 249.70'
(0,
----------------
.__BOTTOM OF SHELF: 251.70
..........................
FOREBAY WEIR _
ELEV: 249.20'
O
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N
N
........ADD 1.5' OF CONCRETE ...........
SEDIMENT CLEANOUT: 246.20'
=
TO BOTTOM OF BOX FOR
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....
ANTIFLOTATION
BOTTOM: 245.20'
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0+00 1 +00 2+00 0+00 1 +00 2+00
3+00
GRAPHIC SCALE
30 0 15 30 60
( IN FEET )
1 inch = 30 ft.
270
265
260
255
250
245
240
120
11
iul
SolutionsD s im t e
civiiu engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1910-426-6777 fax [phone] license number I C-2354
www.4Dsitesolutions.com
PROJECT NAME
SOUTH POINTE
AT WAYSIDE
SEWER & STORM
PROFILE
CLIENT
HACKETT
PROPERTIES, INC.
200-D Pomona Drive
Greensboro, North Carolina 27407
Phone: [phone]
Fax : [phone]
PROJECT INFORMATION
DESIGNED BY:
CALEB
DRAWN BY:
CALEB
CHECKED BY:
SCOTT
PROJECT NUMBER:
927
001111111111111111111111111
DRAWING SCALE
HORIZONTAL: 1 "=30'
VERTICAL: 1 "=3'
DATE RELEASED
JANUARY 28, 2022
rrorriv�amuo»mmwmmmruuuu
SHEET NUMBER
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C-507

270
265
260
255
250
245
240
POND #2
STORM DRAIN -0+50 TO 5+50
I
I I I .. . .._.. ....--- --- --, I I I I I 777---\............ . ..EMERGENCY SPILLWAY. 257.20
.,__...................................................................... .................................................I...............................................
TOP OF SHELF. 252.20 6; NORMAL POOL: 251.70' "9.8O LF
2
5
q
3
......,.BOTTOM OF SHELF: 251.20 FnRFRaY wFia o „_
NOTE: ALL STORM PIPE BELOW THE 1-YR STORM HIGH WATER ELEVATION
..SHALL HAVE RUBBER GASKET JOINTS THAT CONFORM TO ASTM C 443.
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270
265
260
255
250
245
240
270
265
260
255
250
245
240
DI-79 TO FES-5
STORM DRAIN -0+50 TO 1+00
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...............
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HIGH WATER (1YR):
253.07'
......
..81.ss LF ® 0.55%
......
30 RCP .....
NOTE: ALL STORM PIPE
BELOW THE 1-YR STORM HIGH
WATER ELEVATION
. .SHALL HAVE RUBBER
GASKET JOINTS THAT CONFORM
TO ASTM
C 443. ...
r7
r7
NCq
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co
ap
N
N N
N
0+00
GRAPHIC SCALE
30 0 15 30 60
( IN FEET )
1 inch = 30 ft.
270
265
260
255
250
245
240
1 +00
120
11
iui
SolutionsD Is im t e
civiiu engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1910 426-6777 fax [phone] license number I C-2354
www.4Dsitesolutions.com
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REVISIONS
PROJECT NAME
SOUTH POINTE
AT WAYSIDE
STORM
PROFILES
CLIENT
HACKETT
PROPERTIES INC.
200-D Pomona Drive
Greensboro, North Carolina 27407
Phone: [phone]
Fax : [phone]
PROJECT INFORMATION
DESIGNED BY:
CALEB
DRAWN BY:
CALEB
CHECKED BY:
SCOTT
PROJECT NUMBER:
927
DRAWING SCALE
HORIZONTAL: 1 "=30'
VERTICAL: 1 "=3'
DATE RELEASED
FEBRUARY 9, 2022
rrorri�amuo»immwmmmruuuu uuuuuuuum
SHEET NUMBER
C-5m8

PIPE OUTLET TO FLAT AREA -
GRAVEL OR FABRIC
SECTION A -A
NOTES
1.
LA IS THE LENGTH OF THE RIPRAP
APRON.
PIPE OUTLET TO 2.
D = 1.5 TIMES THE MAXIMUM
CHANNEL
STONE DIAMETER BUT NOT LESS
WELL-DEFINED �_.'
,,,,
THAN 6".
A
A 3.
IN A WELL-DEFINED CHANNEL EXTEND
THE APRON UP THE CHANNEL
i
BANKS TO AN ELEVATION OF 6"
ABOVE THE MAXIMUM TAILWATER
DEPTH OR TO THE TOP OF THE BANK,
WHICHEVER IS LESS.
4.
A FILTER FABRIC OR BLANKET SHOULD BE
INSTALLED BETWEEN THE RIPRAP
AND SOIL FOUNDATION.
PLAN
GRAVEL OR FABRIC
D
FILTER LAYER
GRAVEL OR FABRIC
SECTION A -A
MAINTENANCE
INSPECT RIPRAP OUTLET STRUCTURES WEEKLY
AND AFTER SIGNIFICANT 6 INCH OR GREATER)
RAINFALL EVENTS TO SEE IF ANY EROSION
AROUND OR BELOW THE RIPRAP HAS TAKEN
PLACE, OR IF STONES HAVE BEEN DISLODGED.
IMMEDIATELY MAKE ALL NEEDED REPAIRS TO
PREVENT FURTHER DAMAGE.
1 TYPICAL RIP RAP APRON
TRIM INSTALLATION
Be
'-5-
2"
BELOW WATER SURFACE
COMMON NAME SIZE SPACING
*MUST INCLUDE A MINIMUM
OF 3 DIVERSE SPECIES AT
A MINIMUM PLANTING RATE
OF 50 PLANTS PER 200 SF.
* BLUE FLAG IRIS IRIS VIRGINICA * SWAMP MILKWEED ASCLEPIAS INCARNATA PLANT SUPPLIERS
NOTES * ALTERNATE PLANTS CAROLINA GREENERY, WEST END, NC 910-947-3150
MELLOW MARSH FARM, PITTSBORO, NC 919-742-1200
1. PLANT SPACINGS SHALL BE A MAXIMUM OF 18 INCHES ON CENTER. PLANT DELIGHTS NURSERY, RALEIGH, NC 919-772-4794
2. PLANTS CAN AND SHOULD BE MIXED MATCHED DURING THE PLANTING PROCESS. CILL IDE NATIVE PLANT NURSERY, RALEIGH, NC 877-479-2673
SHALLOW LAND PLANTS AND SHALLOW WATER PLANTS CANNOT BE MIXED TOGETHER.
3. SOIL SAMPLE SHOULD BE TAKEN PRIOR TO SAMPLING AND FERTLIZE AT RECOMMENDATION
FROM SOILS ANALYSIS. **VEGETATED SHELF AND SLOPES ABOVE THE PERMANENT POOL ELEVATION SHALL HAVE A MINIMUM
4. ALL SLOPES AND AREAS ADJACENT TO THE WET POND SHALL BE SEEDED WITH BERMUDA OF 6" TOPSOIL. SUBGRADE SHALL BE ADJUSTED TO ACCOUNT FOR ADDITION OF TOPSOIL IN THESE
GRASS FOR A PERMANENT GROUNDCOVER. AREAS SUCH THAT THE ELEVATIONS SHOWN ABOVE ARE TO THE FINISHED GRADE OF THE TOPSOIL.
5. ALL INSTALLATIONS SHALL BE FROM A QUALIFIED PROFESSIONAL.
2 VEGETATED SHELF PLANTING DETAIL
GRASSED OR RIP RAP LINED SWALE 0) 4.00' [1.22M]
NOTE: THIS CROSS SECTION IS TO BE USED FOR THE
ENTIRE LENGTH OF THE SWALE.
8.00' [2.44M] •
SEE PLAN FOR WIDTH L 2.00' [0.61 M]
EXISTING 4.00' [1.22M]
GRASS OR RIP RAP LINING GROUND •
/ SEE PLAN 0.7 STAPLES PER SQ. YD.
(0.8 STAPLES PER SQ. M)
SEE PLAN FOR
1 - DEPTH 1 T- 2.00' [os1M] 3.00' [os1M] • 1.50 [o.asM]
SEE PLAN 4.00' [1.22M] •
SEE PLAN L 2.00' [0.61M]
2.00' [0.61 M] •
CONSTRUCTION SPECIFICATIONS: •
4.00' [1.22M]
•
1. REMOVE ALL TREES, BRUSH, STUMPS, AND OTHER 4.00[1.22M]
COMPACTED SEE PLAN OBJECTIONABLE MATERIAL FROM THE FOUNDATION AREA. • •
SUBGRADE 2. EXCAVATE THE CHANNEL AND SHAPE IT TO NEAT LINES
AND DIMENSIONS SHOWN ON THE PLANS PLUS 0.2 FT
OVERCUT AROUND THE CHANNEL PERIMETER TO ALLOW 1.3 STAPLES PER SQ. YD. 1.7 STAPLES PER SO. YD.
FOR BULKING DURING SEEDBED PREPARATIONS AND SOD (1.5 STAPLES PER SQ. M) (2.0 STAPLES PER SQ. M)
BUILDUP.
3. REMOVE AND PROPERLY DISPOSE OF ALL EXCESS SOIL
SO THAT SURFACE WATER MAY ENTER THE CHANNEL
FREELY. I
4. ESTABLISH GRASS IN THE CHANNEL IMMEDIATELY. L 1.50' [0.46M] 1.50' [0.46M]
3.00' [0.91 M] • 3.00' [0.91M] • •
• 2.00' [0.61 M] •
• 4.00' [1.22M] • • 1.00' [0.30M]
• •
MAINTENANCE & CONSTRUCTION: 2.00' 4.00'
4.00' [1.22M]
1. INSPECT THE SWALE FOR EROSION ONCE A WEEK AND AFTER EVERY RAINFALL. • • •
2. IMMEDIATELY REPAIR AND/OR REPLACE ANY DAMAGED AREAS. • •
3. MAINTAIN PROPER CROSS SECTION UNTIL THE SWALE IS STABLE. 3.4 STAPLES PER SQ. YD. 3.6 STAPLES PER SQ. YD.
NTS4 KEEP THE GRASS IN A HEALTHY, VIGOROUS CONDITION AT ALL TIMES. NTS (4.1 STAPLES PER SQ. M) (4.3 STAPLES PER SQ. M)
4 TYPICAL SWALE CROSS SECTION 5 STAPLE PATTERN FOR 4' ROLLS
CHANNEL INSTALLATION r-12"-1
0
6"
1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED.
NOTE: WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA. CELL-0-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH
WITH APPROXIMATELY 12" (30cm) OF BLANKET EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE
BLANKET 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 BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF
STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM) APART ACROSS THE WIDTH OF THE BLANKET.
3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE
AGAINST THE SOIL SURFACE. ALL BLANKETS 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. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2" - 5" (5 CM - 12.5 CM) OVERLAP DEPENDING
ON BLANKET TYPE.
5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE
3" (7.5 CM) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30 CM) APART ACROSS ENTIRE
BLANKET WIDTH.
NOTE:
*IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSARY TO
PROPERLY SECURE THE BLANKETS.
MAINTENANCE:
1. INSPECT THE EROSION CONTROL BLANKET ONCE A WEEK AND AFTER EVERY RAINFALL.
2. IMMEDIATELY REPAIR AND/OR REPLACE ANY DAMAGED BLANKET.
3. IF GROUND COVER IS NOT ESTABLISHED THROUGH THE BLANKET WITHIN 2 WEEKS, THE BLANKET
SHOULD BE REMOVED AND THE AREA RESEEDED. AFTER RESEEDING, THE BLANKET SHOULD BE
REINSTALLED.
NTS
7 EROSION CONTROL BLANKET INSTALLATION
EDGE OF NORMAL P00
UPLANDS (ABOVE WATER SURFACE)
SHALLOW WATER PLANTS
SHALLOW LAND PLANTS
COMMON NAME
BOTANICAL NAME
COMMON NAME
BOTANICAL NAME
WATERPOD
HYDROLEA QUADRIVALVIS
JOE PYE WEED
EUPATORIUM FISTULOSUM
PICKERELWEED
PONTEDERIA CORDATA
RED CHOKEBERRY
ARONIA ARBUTIFOLIA
LIZARD TAIL
IV
SAURURUS CERNUUS
CARDINAL FLOWER
LOBELIA CARDINALIS
0 BULLTONGUE
SAGITTARIA LANCIFOLIA
J�I,
SILKY DOGWOOD
CORNUS AMOMUM
0
x
Q // r�• Q
% ]t i-4
2"-5"
e.
j� -6
1. PREPARE SOIL BEFORE INSTALLING BLANKETS, 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. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH WITH
APPROXIMATELY 12" (30 CM) OF BLANKET EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET
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 BLANKET BACK
OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED
APPROXIMATELY 12" (30 CM) ACROSS THE WIDTH OF THE BLANKET.
3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE
AGAINST THE SOIL SURFACE. ALL BLANKETS 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 BLANKETS 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 BLANKETS.
5. FULL LENGTH EDGE OF BLANKETS 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 BLANKETS MUST BE OVERLAPPED APPROXIMATELY 2" - 5" (5 CM -12.5 CM) (DEPENDING ON BLANKET 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 BLANKETS 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 BLANKETS.
A
NOTE:
B C CRITICAL POINTS * HORIZONTAL STAPLE SPACING SHOULD BE ALTERED
IF NECESSARY TO ALLOW STAPLES TO SECURE THE
A. OVERLAPS AND SEAMS CRITICAL POINTS ALONG THE CHANNEL SURFACE.
B. PROJECTED WATER LINE
C. CHANNEL BOTTOM/SIDE ** IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE
SLOPE VERTICES OR STAKE LENGTHS GREATER THAN 6" (15 cm) MAY
BE NECESSARY TO PROPERLY ANCHOR THE BLANKETS.
MAINTENANCE:
1. INSPECT THE EROSION CONTROL BLANKET ONCE A WEEK AND AFTER EVERY RAINFALL.
2. IMMEDIATELY REPAIR AND/OR REPLACE ANY DAMAGED BLANKET.
3. IF GROUND COVER IS NOT ESTABLISHED THROUGH THE BLANKET WITHIN 2 WEEKS, THE BLANKET
SHOULD BE REMOVED AND THE AREA RESEEDED. AFTER RESEEDING, THE BLANKET SHOULD BE NTS
REINSTALLED.
8 EROSION CONTROL BLANKET INSTALLATION
n
WATERPOD
4 IN CONTAINER
24" O.C. MAXIMUM
PICKERELWEED
4 IN CONTAINER
24" O.C. MAXIMUM
LIZARD TAIL
4 IN CONTAINER
24" O.C. MAXIMUM
BULLTONGUE
4 IN CONTAINER
24" O.C. MAXIMUM
BLUE FLAG IRIS
4 IN CONTAINER
24" O.C. MAXIMUM
JOE PYE WEED
4 IN CONTAINER
18" O.C. MAXIMUM
RED CHOKEBERRY
1 GAL CONTAINER
48" O.C. MAXIMUM
CARDINAL FLOWER
1 GAL CONTAINER
48" O.C. MAXIMUM
SILKY DOGWOOD
1 GAL CONTAINER
48" O.C. MAXIMUM
SWAMP MILKWEED
4 IN CONTAINER
18" O.C. MAXIMUM
3/4"x3/4" ALUK
NOTES
ANTI -SEEP COLLAR
LIFTING LUG
1.THE MAXIMUM SPACING BETWEEN BARS SHALL
NOT EXCEED 5.5 INCHES.
2. INSTALL A MAN ACCESS IN THE RACK FOR
MAINTENANCE INSIDE THE STRUCTURE.
TRASH RACK
NTS
3
0
LASS 1 RIP RAP
(SEE SECTION THRU BASIN BELOW)
\ ��� •;^ LASS 1 RIP RAP HEADWALL
57 WASHED STONE
1' THICK 3' HIGH MIN.
j/ SEDIMENT STORAGE AREA
e
PERSPECTIVE VIEW
NOT TO SCALE
FLOO
STORAGE NATURAL GROUND
ZONE 1' 2' RIP RAP HEADWALL
--I F-1
SEDIMENT
STORAGE 1.5 *'--------
FLOW- IPE INVERT
r
57 FILTER FABRIC
MAX 11 SEDIMENT DEPT WASHED LASS 1 RIP -RAP CONSTRUCTION SPECIFICATIONS:
(CLEAN OUT POINT) STONE
1. CLEAR THE AREA OF ALL DEBRIS.
2. INSTALL THE CLASS B OR CLASS I RIPRAP IN A SEMI -CIRCLE AROUND
SECTION THRU BASIN, FILTER, & CULVERT PIPE THE PIPE INLET.
NOT TO SCALE 3. A 1 FOOT THICK LAYER OF NCDOT #5 OR #57 STONE SHOULD BE
MAINTENANCE: PLACED ON THE OUTSIDE SLOPE OF THE RIPRAP.
4. SEDIMENT STORAGE AREA SHOULD BE EXCAVATED AROUND THE
INSPECT ROCK PIPE INLET PROTECTION AT LEAST WEEKLY AND AFTER OUTSIDE OF THE STONE HORSESHOE 18" BELOW NATURAL GRADE.
EACH SIGNIFICANT (1/2" OR GREATER) RAINFALL EVENT AND REPAIR 5. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, FILL
IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE SEDIMENT DEPRESSION AND ESTABLISH FINAL GRADING ELEVATIONS, COMPACT,
STORAGE AREA TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS AND STABILIZE WITH GROUND COVER.
ACCUMULATED TO 1/2 THE DESIGN DEPTH OF THE TRAP. PLACE THE
SEDIMENT THAT IS REMOVED IN THE DESIGNATED DISPOSAL AREA AND
REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING.
CHECK THE STRUCTURE FOR DAMAGE. ANY RIPRAP DISPLACED FROM NTS
THE STONE HORSESHOE MUST BE REPLACED IMMEDIATELY.
3 ROCK PIPE INLET PROTECTION
4.00' [1.22M]
8.00' [2.44M] • •
2.00' [0.61 M]
•
4.00' [1.22M]
0.7 STAPLES PER SQ. YD.
(0.8 STAPLES PER SQ. M)
T� 2.00' [0.61 M] 1.50' [0.46M]
3.00, [0.91 M] • •
4.00' [1.22M] • •
•
2.00
2.00' [0.61 M] • •
• • • 4.00' [1.22M]
4.00' [1.22M] •
1.3 STAPLES PER SQ. YD. 1.7 STAPLES PER SQ. YD.
(1.5 STAPLES PER SQ. M) (2.0 STAPLES PER SQ. M)
1.50' [0.46M] 1.50' [0.46M]
3.00' [0.91 M] • • • 3.00' [0.91 M] • • • •
•� • 2.00'[0.61M] T • • •
• • • 4.00' [1.22M] • • • • 1.00' [0.30M]
• • • • • •
2.00' [0.61 M]
• • • • • •
� 1.00' [0.30M]
NTS 3.4 STAPLES PER SQ. YD. 3.6 STAPLES PER SQ. YD. NTS
(4.1 STAPLES PER SQ. M) (4.3 STAPLES PER SQ. M)
6 STAPLE PATTERN FOR 8' ROLLS
NTS
TOP OF
10
'LAN FOR THE
T OF THE SPILLWAY
SPILLWAY
WIDTH
SPILLWAY CROSS SECTION
1. INSTALL THE EMERGENCY SPILLWAY IN UNDISTURBED SOIL. THE ACHIEVEMENT
OF PLANNED ELEVATIONS, GRADE, DESIGN WIDTH, AND ENTRANCE AND EXIT
CHANNEL SLOPES ARE CRITICAL TO THE SUCCESSFUL OPERATION OF THE
EMERGENCY SPILLWAY.
2. ALTERNATIVE MATERIALS MAY BE USED OTHER THAN THE SPECIFIED SOD IF
APPROVED BY THE DESIGN ENGINEER.
3. MAX SIDE SLOPES ARE 3:1
EMERGENCY SPILLWAY
RASH RACK
WIER
PVC SCREW
TYPE PLUG
NTS
F�
6" PVC STUBBED
E
INTO BOX PVC TEE
TEMPORARY POOL
PERMANENT POOL
D
B
1/4" PER FT
L2-
0C
PVC CAP WITH
(SEE CHART)" DRILLED
HOLE
SECTION A -A
TYPICAL ORIFICE OUTLET CONFIGURATION
NOTES
1. WEEP HOLES SHALL BE EVENLY DISTRIBUTED AMONG
STRUCTURE A (FT) 1 B (FT) I C IN D HOLES I E F
THE THREE RECEIVING SIDES.
2. MINIMUM SEPARATION OF 1.5 TIMES THE DIAMETER OF
RI-26 257.80 249.70 1.75 249.70 1 253.70 0.30
THE WEEP HOLE SHALL BE MAINTAINED BETWEEN THE
RI-28 256.70 251.70 2.00 251.70 1 253.90 0.An
WEEP HOLES.
3. OUTSIDE RISER DIMENSIONS: L=4', W=3'
INSIDE RISER DIMENSIONS: L=3', W=2'
NTS NTS
12 STORM BASIN RISER WITH ORIFICE DETAIL
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S;uions
#74-livill engineering I band surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1910-426-6777 fax [phone] license number I C-2354
www.4Dsitesolutions.com
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REVISIONS
PROJECT NAME
SOUTH POINTE
AT WAYSIDE
EROSION
CONTROL
DETAILS
CLIENT
HACKETT
PROPERTIES, INC.
200-D Pomona Drive
Greensboro, North Carolina 27407
Phone: [phone]
Fax : [phone]
PROJECT INFORMATION
DESIGNED BY:
CALEB
DRAWN BY:
CALEB
CHECKED BY:
SCOTT
PROJECT NUMBER:
927
DRAWING SCALE
NOT TO SCALE
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DATE RELEASED
JANUARY 28, 2022
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SHEET NUMBER
C-602