SWA000060_(6) Cameron Woods 06 Details_10/9/2019

50' R/W
VARIES VARIES
23'-27' �'i-� 23'-27' -
I �
6'-0„ 6'-0„
SHOULDER 20'-0" PAVEMENT SHOULDER
Z
VARIABLE
6" 1' ARIE Q 6„
I 1„ 1/4" / FT 1/4" / FT 1,.
FT
c�T? 4:1 - - - - - - - - ' -
I F��� 3:1 2 -S9.5B 8" ABC
I ,
SUBDIVISION ROAD
PAVEMENT STRUCTURE
2 "-S9.5B
8" ABC
TYPICAL SECTION
50' RM
50'R,
I 20' I
I Q I
O
SIGHT DISTANCE W
TRIANGLE I 50'
CL
� I
70' CL
301
10'
- - R/W rz mil"
w
�
` STOP
DGE OF PAVEMENT
:DGE OF PAVEMENT
- - R/W
EXISTING ROAD
-- -- -- R/W --
S7eC OR ABC
R/W - -
EDGE OF PAVEMENT
-- --R/W --
NEW LOCAL RESIDENTIAL ROAD OR COLLECTOR ROAD
AND EXIS TINC S TA TE MAINTAINED ROAD
WI THOU T CURB AND GUTTER
STOP CONDI TION
fEDUCE
TO 12'
l8'
aVWWAY CB1/I
� _ ED�CaE QIF �'A VSI�1/T
NOTE
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DRIVEWAY CONSTRUCTION DETAIL
ACROSS ROA D WA Y DI TCH
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-1/4•/Fr-1/4?•/Fr +r/� +Z l
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SHOULDER SECTION
DRI VEWA Y TURNOUT GRADES
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SL OPEAS AEOUFEDAa0-1
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SECTION AA
ALL CUL-DE-SAC ROADS
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MOT-
ABVTZa LAZE 01FAff1HALT B 20' LEFT
OF CBVTBW-AE MG9OF WAY.
PLAN VIEW
ALL CUL-DE-SAC ROADS
1 F'AAIAI
III.I_]l��l
CLASS 1 or B'
EROSION CONTROL
STONE
FRONT VIEW
A B
L = DISTANCE 9" THAT L
MAUS A and B ME OF
EQUAL ELEVA TAMS
CHECK DAM DETAIL
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SOIL AMENDMENTS
FOLLOW RECOMMENDA7/ONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULU77JRAL LIMESTONE.
MULCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING W7H ASPHALT, NETTING OR A MULCH
ANCHORING TOOL. A DISK WTH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH
ANCHORING TOOL.
MAINTENANCE
* RE —FERTILIZE IF GROW774 IS NOT FULLY ADEQUATE. RE —SEED, RE—FERTLIZE AND MULCH
IMMEDIATELY FOLLOWING EROSION OR 0774ER DAMAGE.
** REPAIR AND RE —FERTILIZE DAMAGED AREAS IMMEDIA7ELY. TOP —DRESS WIN 50 LB/ACRE OF
N17ROGEN IN MARCH. IF IT IS NECESSARY TO EX7END 7EMPORARY COVER BEYOND JUNE 15,
OVER SEED WTH 50 LB/ACRE OF KOBE IN LATE FEBRUARY OE EARLY MARCH.
PERMANENT SEEDING SCHEDULE
SHOULDERS, SIDE DITCHES, SLOPES MAX. J. 1
SEEDING DATES
SPECIES
RATE
AUGUST 15-NOV 1
TALL FESCUE
300 LB/ACRE
NOV 1-MARCH 1
TALL FESCUE AND
50 LB/ACRE
NOV 1-MARCH 1
ABRUZZIE RYE
50 LB/ACRE
MARCH 1-APRIL 15
TALL FESCUE
300 LB/ACRE
APRIL 15-JUNE 30
HULLED COMMON BERMUDAGRASS
25 LB/ACRE
JULY 1-AUGUST 15
TALL FESCUE
120 LB/ACRE
JULY 1-AUGUST 15
BROWN TOP BILLET
35 LB/ACRE
SHOULDERS, SIDE DITCHES, SLOPES J.• 1 TO 2: 1
SEEDING DATES
SPECIES
RATE
MARCH 1-JUNE 1
SERICEA LESPEDEZA AND
50 LB/ACRE
MARCH 1-APRIL 15
SCARIFY AND ADD TALL FESCUE
120 LB/ACRE
MARCH 1-JUNE 30
OR ADD WEEPING LOVE GRASS
10 LB/ACRE
JUNE 1-SEPT 1
TALL FESCUE AND
120 LB/ACRE
JUNE 1-SEPT 1
BROWN TOP MILLET
35 LB/ACRE
SEPT 1-MARCH 1
SERICEA LESPEDEZA AND
70 LB/ACRE
SEPT 1-MARCH 1
TALL FESCUE
120 LB/ACRE
NOV 1-MARCH 1
ADD ABRUZZIE RYE
25 LB/ACRE
TEMPORARY SEEDING SCHEDULE
SEEDING DATES
SPECIES
RATE
FERTILZER
JAN 1-MAY 1
RYE *
120 LB/ACRE
750 LB/ACRE 10-10-10
ANNUAL LESPEDEZA (KOBE) *
50 LB/ACRE
750 LB/ACRE 10-10-10
MAY 1-AUGUST 15
GERMAN MILLET *
40 LB/ACRE
750 LB/ACRE 10-10-10
AUGUST 15-DEC 31
RYE (GRAIN) **
120 LB/ACRE
1,000 LB/ACRE 10-10-10
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND BEYOND JUNE.
I . 1.'1' ::I
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LEVEL SPREADER
NTS
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2A23907FEMIERS1C1 aW7)CNATLEA8T9NCriE56&0WM47UT4LGROI110W TFEDAM AWS7FECh"ELB411KKS
3EXTHIIDS70EATLEAS7*15FgT6EYCA07FED MB411K70AE9°WAM?RO1WTImMDAA0(W7FE6"OF7hECEnCKDAM
4 MTS OACA 426F7WESIVDAME 70 AS WE 7HAT 7FEELEVA77ONAT 71E TOP OF TIE LONNDAMA9 PE SAMEAS 7FEELEVA77CW C F
PE ME OF PE UTM DAM
5 PR07ECT 7FE C A EL AFM? 7FELOWEST CtEM DAMRM FE4VYPLOW THAT OOLLD CAUSES
5 MAKESLFE 7HAT 7FE CHAAAIB /EACHABOVE 7FE MOSrLP87WAMa4MLS STABLE
7.ET 7HATOTFERAq ASOFTFEQVAM13 SUCHASCtLVERTBVM410ESB5LOWTFEQfE=DAAQAIEMOT&8,ECT7i0
BLOC AGEFROMDBPLACEDSTOWa
1.5 MIN.
VARIES /
9+MIN.
1
2
CLASS 1 or B
EROSION CONTROL
STONE
FRONT VIEW
A L B
L - D13TAMCE SUCH THAT PI A78
A and B AIF OFEOU4L
ELEVADONS
CHECK DAM DETAIL
NITS
NOTE WXMU SSICESLOPE CF 1DD MALL BE k1
TEMPORARY DI VERSION DI TCH
NTS
MAINTENANCE OF GRASS LINED CHANNELS
During grass establishment period, check channel after every rainfall. After grass is established, periodically
check the channel; check it after every heavy rain event and make repair immediately. Remove all significant
sediment. Keep the grass in healthy, vigorous condition at all times
MAINTENANCE OF TEMPORARY AND PERMANENT SEEDING
Inspect seeded areas for failure and make necessary repairs, soil amendments, and reseedings. Monitor the site
until long term stability has been established
DIVERSION DITCH MAINTENANCE
Inspect diversion ditches periodically for wear and after every heavy rainfall for erosion damage. Immediately
remove sediment from the flow area and repair ditch. When permanent road drainage is established , remove
the ditch and ill channel to blend with the natural ground, and appropriately stabilize the disturbed area.
JUTE MESH LINED DITCH MAINTENANCE
Inspect jute mesh at least weekly and after each significant (1/2" or greater) rain fall event and repair immediately
Good contact with the ground must be maintained and erosion must not occur beneath matting. Any damaged
area shall be repaired and stapled. Monitor and repair jute mesh lined ditches as necessary until ground cover
is established.
RIP RAP DITCHES MAINTENANCE
Rip Rap should be inspected periodically for scour or dislodged stones and control of weed and brush growth.
MAINTENANCE OF LEVEL SPREADERS
Inspect level spreaders after every rainfall until vegetation is established, and promptly make needed repairs.
After the area has been stabilize, make periodic inspection, and keep vegetation in a healthy, vigorous condition
MAINTENANCE OF CONSTRUCTION ENTRANCE GRAVEL PAD
Maintain gravel pad in a condition to prevent mud or sediment from leaving the construction site. This may
require top dressing with stone. after each. After each rainfall, inspect any area trapping sediment and clean it
out as necessary. Immediately remove all objectionable materials spilled, washed, or tracked onto
public roadway.
SEDIMENT FENCE MAINENANCE
Inspect sediment fences at least once a week and after each raifall. Make any required repairs immediately.
Repair or replace the fabric of sediment fence if collapsed, tore, decomposed or become ineffective. 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. Remove all fencing materials and
unstable sediment deposits and bring the area to grade and stabilize it after the contributing drainage area
has been stabililzed. The contractor shall remove from behind silt fence when it becomes 0.5 ft deep at the fence
NOTES
1. ALL EROSION AND SEDIMENT CONTROL
DEVICES SHALL BE CONSTRUCTED AS
SPECIFIED IN "THE NORTH CAROLINA
EROSION AND SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL"
2. ADDITIONAL DEVICES MAY BE NEEDED
DURING CONSTRUCTION AS
RECOMMENDED BY THE ENGINEER OR
EROSION CONTROL INSPECTOR.
3. REFER TO SHEETS 6b AND 6c OF THE
PLANS TO COMPLY RENEWED NCG01
EFFECTIVE APRIL 01, 2019
50' MIN. 15' MIN.
EXISTING ROADWAY —
6" MIN.
FABRIC UNDER STONE
CROSS SECTION
50'-0" MINIMUM LENGTH ROADWAY
WIDTH 25'
EXISTING MIN. STONE DEPTH
GRADE SEE NOTE B.
PROFILE
NOTES:
A) MINIMUM WIDTH OF CONSTRUCTION ENTRANCE PAD SHALL BE 20 FT.
SEE PLANS FOR LOCATION, ACTUAL WIDTH AND CONFIGURATION.
B) STONE SHALL BE CRUSHED AGGREGATE BASE.
C) THE ENTRANCE SHALL BE MAINTAINED TO PREVENT TRACKING OR FLOW-
ING OF SEDIMENT ONTO ROADWAY. THIS MAY REQUIRE PERIODIC TOP
DRESSING WITH ADDITIONAL STONE AND REPAIR AND/OR CLEANOUT OF ANY
MEASURES USED TO TRAP SEDIMENT.
TYPICAL CONSTRUCTION ENTRANCE PAD
NTS
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IN CHANNELS, ROLL OUT STRIPS OF NETTING PARALLEL TO THE
DIRECTION OF FLOW AND OVER THE PROTECTIVE MULCH
ALL V-SHAPED PERMANENT DITCHES SHALL
BE JUTE MATTED WHEN AT 2:1 SLOPES
AS SHOWN IN DETAIL ABOVE.
•
JOIN STRIPS BY A
ANCHOR NETTING AND OVERLAPPING
IN A 6" TRENCH
TYPICAL JUTE MESH LINED DITCH
NTS
8'-O" CENTERS
(MAXIMUM)
1 g"
IIIIIIIIIIIIIIIIIIIIIIII
GRADE
TRENCH FILTER
CLOTH
M ETAL
WIRE FENCE
FENCE
POST
NOTES: FILTER CLOTH
TIE FILTER CLOTH TO POST
WITH STEEL WIRE. TRENCH FLOW
EXTEND WIRE FENCING AND FILTER
CLOTH INTO TRENCH. 8"
TRENCH SIZE IS 4" X 8" X LENGTH I
OF SILT FENCE
18"
TYPICAL SILT FENCE DETAIL
NTS
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7/2/2019
2" MIN.
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DATE.
04.01.17
SCALE.
1 "=80'
DESIGNED:
SWB
CHECKED:
SW8
DRAWN:
SWJ
APPROVED:
IDG LLC
SHEET:
6 OF 7
CAD FILE:
CAMERON
PROJECT NO:
2019.02