NCG030698_14_D3.3 - EC Details_20190408

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GENERAL NOTES: Z
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THIS PRECAST BOX MAY BE USED FOR THE FOLLOWING STANDARDS: t1 �U)
840.04, 840.05, 840.14, 840.15, 840.31, 840.32, 840.34,
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1" MIN.
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* AND PAY FOR PRECAST IN ACCORDANCE
CLR.(TYP)
SECTION VIEWS
WITHINSTALL
NCDOT STANDARD SPECIFICATIONAGE SECTIONC840ES
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* USE 4000 PSI MINIMUM COMPRESSIVE STRENGTH CONCRETE.
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OPTIONAL
JOINT DETAILS
* USE ASTM A615 GRADE 60 REINFORCING STEEL. USE ASTM A185
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WELDED WIRE FABRIC (WWF).
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#5 REBARS
@ 12"
* LIMIT MAXIMUM DEPTH TO TOP OF BOTTOM SLAB TO 15'-0".
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CENTERS (HORIZ.
& VERT.)
PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH OSHA STANDARD
1926.704.
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(USE WITH
* ORIENT STRUCTURES SO THAT CORNERS WILL NOT BE CUT OR MODIFIED
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4' X 4' &
LARGER
UNLESS ALLOWED BY DETAIL IN PLANS.
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DRAINAGE
STRUCTURES
* PRECAST ALL ELEMENTS TO MEET ASTM C913.
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TYPICAL)
- 'L' BARS WITH
* FRAME AND GRATE HEIGHT MAY BE ADJUSTED WITH CONCRETE
V-6" LEGS OR BRICK IN ACCORDANCE WITH STANDARD 840.25.
PLAN VIEW OF BASE UNIT * PROVIDE PRECAST STRUCTURES OVER 4'-0" IN DEPTH WITH
STEPS 12" ON CENTERS IN ACCORDANCE WITH STD. NO. 840.66.
6" 'L' OR 'W' 6" * WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR IF
MIN.
MIN.
THE SAME MIN. AREA OF STEEL IS PROVIDED.
* SEAL JOINTS WITH AN APPROVED SEALANT (SEE SECTION 840 OF NCDOT
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- STANDARD SPECIFICATIONS.
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v * LIMIT MAXIMUM STRUCTURE SIZE INSIDE CLEAR DIMENSIONS
III
#4 REBARS @
:+
RS aD
EEACHWAY
TO 6'-0" X 6'-0".
�i%
6" CENTERS
EACH WAY
!
F * THE OUTSIDEPIPE DIAMETER PLUS 2" IS THE MINIMUM STRUCTURE
OW Q LLa
LOCATEDIN
SIZE OR THE OPENING REQUIRED FOR GRATE AND FRAME WHICHEVER
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CENTER THIRD
TYPICAL
PRECAST
IS GREATER.
*
W
OF WALL
ROUND MANHOLE MAY BE USED IN LIEU OF SQUARE PROVIDED 2 EXTRA
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RISER
SECTION
#5'S ARE PLACED ON EVERY SIDE NOT ADJACENT TO A WALL. SEE STD.
3 d
DWG. 840.34 FOR MANHOLE INSTALLATION.
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NPRECAST RISER PLAN M N
H v 2 #5 BARS EACH SIDE C3 Q
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C,� v 1" MIN. CLEAR to MIN. MIN. CO Q
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C M C) I STEPS z _ :p. I--t LL Q
m 1 2¢ #4 REBARS 00 J LL Q
6" CENTERS 4x4 (11.
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ap I - r cD i• 6" ONTO FABRIC) p ¢ m O • 'per o '• 'p` • p W
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I I 2 #5 BARS ,,@ a' •. •
- - - - - - - - - OPENING 1" #5 REBARS 12" c
CLEAR (SEE NOTES) CENTERS
LOCATE OPENING z TYPICAL SECTION o :: P' o'
AS REQUIRED
(SEE NOTES) TOP SLAB z
SHEET 1 of 1 6" `L' 6" TYPICAL SECTION
840.46 MI"' PLAN TOP SLAB MIN. OF BASE UNIT
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Air
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*
GENERAL NOTES:
PRECAST BOX MAY BE USED FOR THE FOLLOWING
STANDARDS: 840.01, 840.02, 840.04, 840.05, 840.11,
840.12, 840.14, 840.15, 840.17, 840.18, 840.19,
840.26, 840.27, 840.28, 840.31, 840.32 AND 840.41.
INSTALL PRECAST DRAINAGE STRUCTURES AND PAY
FOR IN ACCORDANCE WITH SPECIFICATION SECTION 840.
DO NOT PLACE PRECAST DRAINAGE STRUCTURES
UNDER TRAFFIC OR WHERE TRAFFIC WILL BE DETOURED.
USE 4000 PSI CONCRETE.
PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A615 FOR
GRADE 60 AND WELDED WIRE FABRIC CONFORMING TO ASTM A185.
LIMIT MAXIMUM DEPTH TO TOP OF BOTTOM SLAB FOR WAFFLE WALL
STRUCTURE TO 10'-0"; LIMIT SOLID WALL STRUCTURE
TO 15'-0".
*
PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH
OSHA STANDARD 1926.704.
*
CUT OR FORM OPENINGS FOR PIPE TO PROVIDE
M M
REQUIRED SIZE AND LOCATION. ORIENT WAFFLE WALL STRUCTURES
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SO THAT PIPES ENTER THROUGH THE
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KNOCKOUT/WAFFLE PANELS ONLY. PIPES MAY ENTER THROUGH
M -1 c~i)
THE CORNERS OF SOLID WALL BOXES IF A MINIMUM OF 6" OF
D =
WALL IS PROVIDED ABOVE THE HOLE.
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*
ALL ELEMENTS PRECAST TO MEET ASTM C913.
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*
FRAME AND GRATE HEIGHT MAY BE ADJUSTED WITH CONCRETE
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OR BRICK IN ACCORDANCE WITH STANDARD 840.25.
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*
PROVIDE PRECAST STRUCTURES OVER 4'-0" IN DEPTH WITH
D v
STEPS AS DIRECTED BY THE ENGINEER.
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*
WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR AS LONG
y
AS THE SAME AREA OF STEEL IS PROVIDED.
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*
SEAL JOINTS WITH A FLEXIBLE BUTYL RUBBER
D L
BASE CONFORMING TO FEDERAL SPECIFICATION SS-S-21A,
AASHTO M-198, TYPE B - BUTYL RUBBER.
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*
LIMIT MAXIMUM STRUCTURE SIZE TO INSIDE CLEAR
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DIMENSIONS OF 5'-O" X 5'-0".
*
THE OUTSIDE PIPE DIAMETER PLUS 2" OR THE OPENING
R1
REQUIRED FOR FRAME AND GRATE IS THE MINIMUM STRUCTURE
SIZE WHICHEVER IS GREATER.
*
USE MANHOLE FRAME AND COVER AS INDICATED ON THE PLANS.
REINFORCE OPENING AS SHOWN ON THIS SHEET.
SHEET 2 OF 2
840.45
EA
I
SECURE WATTLE WITH UPSLOPE AND
DOWNSLOPE STAKES AND STAPLES.
MEET 1 OF 1
840.46
ENING SHALL BE
GATED AS REQUIRED
BARS
'L' OR 'W' + 1'-0"
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: #4 REBARS
- 6" CENTERS to
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STEPS @SOPENING Q 0 H O H
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6"
PLAN TOP SLAB
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#4 REBARS
6" CENTERS
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P.
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CORNER CUT DETAIL
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(SOLID WALL BOXYI�sss
CC Co o
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6" OR 6"
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#4 REBARS
CENTERS ir
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PRECAST RISER PLAN PRECAST RISER DETAIL CO Ils- w
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611 6" CL
SECTION VIEW SECTION VIEW
OPTIONAL JOINT DETAILS SHEET 2 of 2
840.45
2' MIN.� ON UPSLOPE '^1111YV
AND 8' MIN. ON DOWNSLOPE
YP.
NOTES:
1. USE MINIMUM 12" DIA. STRAW WATTLE.
2. USE 2"x2" WOODEN STAKES 2-FT IN LENGTH ON THE UPSLOPE AND DOWNSLOPE
AT AN ANGLE TO WEDGE THE WATTLE TO THE BOTTOM OF THE SWALE.
3. STAPLE EVERY 1 LF ON BOTH SIDES OF THE WATTLE TO SECURE IT TO THE BOTTOM OF THE SWALE.
STRAW WATTLE
NTS
B ISSUED FOR PERMITTING / NOT FOR CONSTRUCTION 2018.08.08
A ISSUED FOR BIDDING PURPOSES ONLY/NOT FOR CONSTRUCTION 2018,07.30
REV.NO. DESCRIPTIONS DATE
REVISIONS
RIPRAP TO EXTENC
TOP I
B
d0
SILT FENCE TO I
INSTALLED 0VI
TOP OF FI
SILT FENCE
ARM ASSEMBLY
O•
f
N.
0
O
0
WATER L
POROUS BAFFLES (3 MINIMUM)
20' MAX. SPACING \
PERSPECTIVE VIEW
CLASS A RIPRAP PAD FOR
SKIMMER TO REST ON
4' X 4' X 15" THICK
DURING STORM
'1b11-1IbII-IIbII-IIb11-11b11=1II
NOTES: -111=1 1-1 1 1-1TI-1 I-1 I 1-1 I I-1 I 1-1 11-1 I 1-
1. ANY EXISTING SKIMMER SEDIMENT
BASINS PREVIOUSLY APPROVED SHALL
MAINTAINED PER THEIR ORIGINAL
DIMENSIONS AND IN ACCORDANCE WITH
THIS DETAIL.
Lo
ICHANNEL
BOTTOM
SECTION B-B
OUTLET Do
La W DEPTH LINING
NO. (IN.)
(FT.) (FT.) (IN.) CLASSIFICATION
HW-12B 30
25.0 8.0 36 CLASS 2
FES-16A 15
10.0 4.0 24 CLASS 1
STONE CLASSIFICATIONS
OF CLASS B REQUIRE A SUBLAYER OF FILTER FABRIC
OR FS-2 FILTER STONE
WITH A BEDDING THICKNESS OF 6".
RIPRAP
OUTLET PROTECTION
SEAL 1
NTS
SEAL
PRELIMINARY PLAN
OR BIDDING PURPOSE
ONLY
SCHEDULE 40
PVC END PVC VENT PVC PIPE BAFFLE INSTALLATION DETAIL
CAP \ PVC ELBOW PIPE \ /
WATER SURFACE
"C" ENCLOSURE �.; '; PVC END o _
CAP \ CONTRACTOR TO CUT
SCHEDULE 40 \ \ SLIT IN ALTERNATING
PVC PIPE",,,"." SILT FENCE WINDOWS
\� ORIFICE \ \ FOR FULL DEPTH OF
WATER ENTRY PVC TEE PVC PIPE FLEXIBLE PLATE FENCE.
UNIT Nz" HOLES IN HOSE PVC TEE \ \
�� UNDERSIDE
END VIEW
SKIMMER DETAIL
PLAN VIEW
EMERGENCY SPILLWAY CONSTRUCTED OVER ----
UNDISTURBED GROUND AND ARMORED WITH
RIP RAP AND FILTER FABRIC TO BOTTOM OF
FILL SLOPE
SEDIMENT TRAP
POROUS BAFFLES (3 MINIMUM)
20' MAX. SPACING
SKIMMER
ANTI -SEEP
PVC OUTLET PIPE
CROSS SECTION 2% MAX. SLOPE
BOTTOM SURFACE
FRONT VIEW RIP RAP RESTING
PAD FOR SKIMMER
RIP RAP
DISSIPATER PAD
TLET PIPE
DEARTH DAM
IMMER
EIR WITH FILTER FABRIC AND RIP -RAP
SKIMMER TO BE TIED OFF TO EMBANKMENT 2 DIRECTIONS
V1ERGENCY SPILLWAY ELEV.
INIMUM FORESLOPE 2 1/2 1
INIMUM BACKSLOPE 3 1
ARTH DAM
4' LONG x 4' WIDE x
12" DEEP CLASS A
RIP RAP DISSIPATER PAD
TEMPORARY SKIMMER SEDIMENT BASIN
NITS
`EXTRA POST IN MIDDLE
"HOG WIRE ATTACHED OF OPENING
TO POSTS WITH LENGTHS
OF WIRE
HORIZONTAL METAL POST
WIRED SECURELY TO VERTICAL
POSTS
BAFFLE INSTALLATION - STEP 1
CONTRACTOR TO CUT
SLIT IN ALTERNATING
SILT FENCE WINDOWS
\ FOR FULL DEPTH OF
\ \ FENCE.
\ SLIT (TYP)
\ \ \ \ TOP OF
\ \ BAFFLE
\ \ SHOULD BE
\ \ \ 6" HIGHER
BOTTOM OF BAFFLE IN THAN THE
TRENCH AND TRENCH \ \ BOTTOM OF
FILLED WITH SOIL AND \ THE
COMPACTED SPILLWAY
BAFFLE INSTALLATION - STEP 2
FABRIC FOLDED -
OVER HORIZONTAL
POST
HORIZONTAL POST
FENCE AND FABRIC
BURIED IN TRENCH
ATRENCH,
ACKFILLED AND
COMPACTED
BCK
SECTION AT OPENING
1.DRIVE STEEL FENCE POST AT LEAST 18" INTO SOLID
GROUND
2.WOOD POSTS ARE NOT ACCEPTABLE USE STAPLES 1'
APART TO ATTACH FABRIC TO "HOG WIRE" BAFFLE SPACED
AS PER APPROVED PLAN.
DISTURBED
TOTAL
REQUIRED
PROVIDED
STORAGE/
TOP OF
SKIMMER
AREA
DRAINAGE
REQUIRED
SURFACE
MINIMUM
BOTTOM
TOP
TOP
PROVIDED
SURFACE
SPILLWAY
SPILLWAY
DAM
SKIMMER
ORIFICE
BASIN #
(ac)
AREA (ac)
STORAGE
AREA
DEPTH
ELEVATION
WIDTH
LENGTH
STORAGE
AREA
ELEVATION
WIDTH
ELEVATION
SIZE
DIAMETER
BMP #1
6.48
2.85
23,330 CIF
14,480 SF
4.0'
259.0'
PER PLAN
PER PLAN
45,000 CIF
14,596 SF
267.0'
20.0'
269.0'
4.0"
3.5"
*SKIMMER SHALL ATTACH TO PERMANENT RISER AT THE EMERGENCY DRAWDOWN DEVICE.
STONE SHALL BE PLACED OVER THE
CHANNEL BANKS TO KEEP WATER FROM SEE DESIGN CRITERIA NOTES FOR WEIR
CUTTING AROUND THE DAM. SIZING. MINIMUM 2/3 CHANNEL WIDTH.
115, A "L" (WEIR) 1.5•
TOP OF BANK
WEIR
,IT`I-�' ----I_�,`-i�_, °' � �•Ir��l_I -ITI-Tim.
KEY STONE
INTO BANKS """PLAN VIEW
FlLTER CLOTH
2
MIN.0' A
____________________, TOP OF BANK
r�FLOW
FLOWUNE W 1�Sv `p7 2 MAXIMUM AT FL^0^,\
CENTER LINE~'�Y
r
SE I CLA
ENT B" RIP RAP
A DIM FILTER CLOTH 1=III=-��� iil _111I
STORAGE AREA 4' TO 6' APRON (MIN. 3X HEIGHT OF DAM.)IIII-Lr
SEE NOTE 11 SEE NOTE 11
12" OF NCDOT #5 OR SECTION A
#57 WASHED STONE
"S"
1 POINT
TOP OF DOWNSTREAM DAM
• "� I �ITi�TGI Gn FL.I,, I OF CHANNEL
_ L.
POINT "A• -iP L-III II
TOE OF UPSTREAM DAM TI-Ili�l�l
SPACING SCHEMATIC "S" = MAXIMUM DISTANCE BETWEEN DAMS
THAT PLACES POINT "A" (TOE OF
UPSTREAM DAM) = SAME ELEVATION AS
POINT "B" (TOP OF DOWNSTREAM DAM)
SEE SHEET 2 FOR NOTES®
PURPOSE
To reduce erosion in a drainage channel by reducing the velocity of flow,®
This structure also has some ability to provide sediment control.®
DESIGN CRITERIA
1. Keep the weir at least 9 inches lower than the outer edges at natural ground elevation. The
weir length is variable to the size of the drainage area and peak runoff. Minimum "L"
length to be 2/3 channel width or sizes as follows (whichever Is greater):
L(ft)= 0 o�eak,�(efs)
2. Keep the side slopes of the check dam at 2:1 or flatter.
3. The apron length (lower side of check dam) should be approximately three times the height
®of the check dam with a minimum length of 4 feet. Stabilize outflow areas along the
channel to resist erosion. A gaofextile grid may be used in lieu of rip rap provided project
en ineer provided material & talcs t support alternate apron method.
g p o pp n p e
4. Ensure that the maximum spacing between check dams places the toe of the upstream
check dam at the same elevation as the top of the downstream check dam.
5. Use NCDOT Class B stone and line upstream side of the check dam with NCOOT #5 or #57
washed stone s
S. Key the tone into the ditch banks and extend it beyond the abutments a minimum of 1.5
feet to avoid washouts from overflow around the dam.
XSediment storage area (upstream and of check dam) should be sized to anticipate volume
of sediment. Minimum 1 inch deep
CONSTRUCTION SPECIFICATIONS
8. Place Structural stone (Class B) to the lines and dimensions shown on the plans on a
filter fabric foundation. The crest width of the check dam should be a minimum of 2
feat.
9. Keep the center stone section at least 9 inches below the natural ground level where the
dam abuts the channel banks.
10. Place sediment control stone (NCDOT #5 or #57) on the upstream side of the check
dam that is a minimum of 1 foot thick.
11. Provide on apron that is 3 times the height of the check dam. The apron width is of
least 4 feet long. Undercut stone apron so that the top of the apron is flush with the
surrounding grade.
12. Extend stone at least 1.5 feet beyond the ditch banks to keep water from cutting
around the ends of the check dam.
13. Excavate sediment storage area (upstream of check dam) to the dimension shown on
plans.
MAINTENANCE
14. Inspect check dams and channels at least weekly and after each significant (1/2 Inch or
greater) rainfall event and repair immediately. Clean out sediment, straw, limbs, or other
debris that could clog the channel when needed.
15. Anticipate submergence and deposition above the check dam and erosion from high flows
around the edges of the check dam. Correct all damage immediately. If significant erosion
occurs between check dams, additional measures can be taken such as, Installing a
protective rip rap liner in that portion of the channel. (See detail 353.08)
16. Remove sediment accumulated behind the check dams as needed to prevent damage to
channel vegetation, allow the channel to drain through the stone check dam and prevent
large flows from carrying sediment over the check dam. Add stones to check dams as
needed to maintain design height and cross section.
NOTES
17. Do not use check dams with weir in Intermittent or perennial streams.
18. Contractor to verify / comply with NCDENR Erosion and Sediment Control Planning and
Design Manual (Latest revision), detail 6.87.
DISTURBED
TOTAL
REQUIRED
PROVIDED
AREA
DRAINAGE
REQUIRED
SURFACE
MINIMUM
AVERAGE
AVERAGE
BOTTOM
BOTTOM
TOP
TOP
BOTTOM
PROVIDED
SURFACE
WEIR
WEIR
(ac)
AREA (ac)
STORAGE
AREA
DEPTH
WIDTH
LENGTH
WIDTH
LENGTH
WIDTH
LENGTH
ELEVATION
STORAGE
AREA
DEPTH
LENGTH I
1.94
1.94
6,980 CF
2,860 SF
1.5'
IRREGULAR DIMENSIONS - REFER TO PLANS
N/A
N/A
N/A
1.0'
3.00'
v�NR-IQM&cREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
F-1222
CHECK DAM WITH WEIR
NTS
CATERPILLAR°
STORM SEWER RIM TABLE
STRUCTURE
RIM
ELEVATION
DI-1 D
282.75
DBL CI-1A
281.02
DBL CI-1 B
279.45
CI-1 C
279.82
EX. DI-2
MATCH
EX. CI-3
MATCH
CI-8A
279.53
EX. CI-12
277.73
SDMA-12A
281.05
HW-12B
270.00
EX. DI-5
277.06
EX. SDMH-6
277.58
EX. DI-7
279.55
EX. DI-10
279.32
EX. DI-11
277.83
CI-15A
276.30
EX. SDMH-16
276.35
FES-16A
268.75
STORM DRAINAGE SUMMARY TABLE
UPSTREAM
STRUCTURE
DOWNSTREAM
STRUCTURE
UPSTREAM
INVERT
DOWNSTREAM
INVERT
PIPE
DIAMETER
PIPE
MATERIAL
LENGTH
(FT)
SLOPE
DI-1D
DBLCI-1A
276.90
275.25
15"
RCP
166.8
1.00%
DBL CI-1A
DBL CI-1 B
275.25
274.15
15'
RCP
100.9
1.00%
DBL CI-1B
CI-1C
274.05
273.15
15'
RCP
87.8
1.03%
CI-1 C
EX. DI-2
273.05
272.35
15"
RCP
56.6
1.24%
EX. DI-2
EX. CI-3
272.17
271.13
18"
RCP
20.5
5.07%
EX. CI-3
CI-8A
270.97
269.70
24"
RCP
246.0
0.52%
CI-8A
EX. CI-12
269.70
268.60
30"
RCP
217.8
0.51 %
EX. CI-12
SDMH-12A
268.60
267.50
30"
RCP
212.9
0.52%
SDMH-12A
HW-12B
267.50
265.50
30"
RCP
151.8
1.32%
EX. DI-5
EX. SDMH-6
274.38
274.31
15"
RCP
MATCH
MATCH
EX. SDMH-6
EX. DI-2
274.25
272.55
18"
RCP
MATCH
MATCH
EX. DI-7
CI-8A
276.63
274.20
15"
RCP
48.3
5.03%
EX. DI-10
EX. DI-11
275.10
273.86
15"
RCP
MATCH
MATCH
EX. DI-11
EX. CI-12
273.78
272.60
18"
RCP
MATCH
MATCH
EX. CI-15A
EX. SDMH-16
272.53
272.04
15"
RCP
27.5
MATCH
EX. SDMH-16
FES-16A
271.94
267.50
15"
RCP
75.5
I CATERPILLAR BCP SANFORD I
BOONE TRAIL FACILITY
LEE COUNTY, NORTH CAR LINA
STORM, DRAINAGE &
EROSION CONTROL DETAILS
DATE:
JULY 30, 2018
MCE PROJ. #
04193-0023
DRAWN
ALP
DESIGNED
DJB
CHECKED
DJB
PROJ. MGR.
GML
SCALE
M&C FILE NUMBER
D3.X
HORIZONTAL'
DRAWING NUMBER
N/A
VERTICAL:
D3.3
N/A
STATUS: REVISION
NOT FOR CONSTRUCTION B
ISSUED FOR PERMIT ONLY
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