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NOTES:
d 70' MINIMUM w
a BUT SUFFICIENT TO KEEP 1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO ENSURE
SEDIMENT ON SITE CONSTRUCTION ENTRANCE IS USED. NOTES: Q
2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD IS 1. TEMPORARY SILT DITCH TO BE USED WHERE TOE OF FILL SLOPES EXCEEDS 3 FEET IN VERTICAL C�
NOT REMOVED BY THE VEHICLE TRAVELING OVER THE STONE, THEN HEIGHT AND ALONG STREAMS TO INTERCEPT FLOW AND/OR DIVERT TO A CONTROLLED OUTLET.
THE TIRES OF THE VEHICLES MUST BE WASHED BEFORE ENTERING N
THE PUBLIC ROAD. 2. SILT SHALL BE REMOVED WHEN SILT DITCH IS ONE-HALF FULL. L9
25' OR WIDTH OF
3. IF A PROJECT CONTINUES TO PULL MUD AND DEBRIS ON TO 3. DITCH SHALL BE RECONSTRUCTED WHEN DAMAGED BY EQUIPMENT OR COVERED BY FILL. '
EXISTING 2"-3" STONE TO BE USED - PROPOSED STREET, THE PUBLIC ROAD, THE TOWN WILL CLEAN THE AREA AND INVOICE
ROADWAY (SURGE STONE OR RAILROAD BALLAST) WHICHEVER IS THE FINANCIALLY RESPONSIBLE PERSON AS INDICATED ON THE
GREATER. FINANCIAL RESPONSIBILITY FORM. THE MINIMUM FEE THE TOWN OF I
CARY WILL CHARGE TO CLEAN THE STREETS WILL BE $300 FOR -Z-77
THE FIRST HOUR AND $200 FOR EACH HOUR THEREAFTER.
I W
2' MINIMUM
PLAN VIEW low z
WASTE MATERIAL: COMPACT, SEED &
\\ MULCH AFTER CONSTRUCTION OF DITCH 13
\� S�
CONSTRUCTION \\��
NEW \ -\\�\�\ OpE` 36" MIN.
70' MINIMUM EXISTING ROADWAY w
\�
I1 I1I I1 1 !Ti 1 I 1 I I I '
I 11=1 I I III-1 I I=1 I I-1 I hI III I I I—
I I — 11=1 I I„�J I I I I
itu—
— I I l i i l l l 11 I I III—i I I III1 I I III III1 I I III III I 11-
—III III l li i' l= 1T1 l l l l l l 11 l ll
- CROSS SECTIONAL VIEW
GEOTEXTILE FABRIC UNDER STONE rTl
s � W
CROSS SECTION
DETAIL No. DETAIL No. IZ Z
STANDARD CONSTRUCTION ENTRANCE 001 STANDARD DIVERSION BERM 003
z 1--�
MAXIMUM DRAINAGE AREA = 10 ACRES o
H
(FLOW o
B 0I
COMPACTED �....::::........ A ax
EMBANKMENT o
........ B
a CHANNEL SIDE FORMED BY
...........
a COMPACTED EMBANKMENT x w
A OR EXCAVATION INTO o
EXISTING GROUND o
DISCHARGERLE AREA
TO
ECEIVINGBCHANNEL FLARE APRON EQUAL TO 1.5
TIMES THE OUTLET WIDTH (b) 19 IN MIN. THICKNESS Q
OF CLASS I RIPRAP r4 FT MIN. WIDTH
AT ENDING POINT a a
i,
ISOMETRIC VIEW 4 FT MAX. — 1 FT MIN. WET STORAGE w F
mH
EMBANKMENT 2 ELEVATION 03
o
EXCAVATE FOR WET F
I STORAGE AS REQUIRED
APRON LENGTH 10 FT MIN. CLASS I RIPRAP
EXISTING GROUND EMBED NONWOVEN GEOTEXTILE Q a
MIN. 6 IN INTO GROUND
SECTION A-A
s TOP OF EMBANKMENT z x A
TOP OF COMPACTED OR EXISTING GROUND z
o
EMBANKMENT MIN. 1 FT R H
ABOVE TOP OF RIPRAP b a
q LINING m a w
o W O
F u
MAX. 2:1 a o
SLOPE 19 IN MIN. THICKNESS '
0
z LL> OF CLASS 1 RIPRAP N M
U
a NONWOVEN DATE:07-1-23
i
a — DEPTH OF OUTLET GEOTEXTILE
DRAWN BY:CODY HUNT
t b — BOTTOM WIDTH OF OUTLET SECTION B-B
TITLE:PRINCIPAL GEOLOGIST
UIST
'" SHEET TITLE
a
DETAIL No.
E STANDARD SEDIMENT TRAP SEDIMENT
0
002 AND EROSION
CONTROL
0
DETAILS
t
o SI-IFFY NUMBER
d
r
FIGURE 4
PROJECT#16-0415158