HomeMy WebLinkAboutConstruction Drawings C2.20 V1APPROVED
05/Da22
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OR qS WOVEN WIRE FENCE (MIN. 14-1/2 GAUGE,
50' MIN
DICTgD _ MAX. 6•' MESH SPACING)
EXISTING
BY LppAl REQUIREM,�•
PAVEMENT
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yvell 6' MIN.
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A
MOUNTABLE BEAM
'S
OPTIONAL
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PROFILE
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Q
OVERLAP GEOTEXTILE AND/OR WOVEN
EXISTING
Z
COMPACTED BACKFILL
WIRE FENCE ACROSS TWO STAKES
GROUND
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WHEN NECESSARY TO CONTINUE
a
FENCE
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5 F
18
50' MIN o
U
m
INC HES(AIA
CI
(MN) SECURELY FASTEN FENCE MATERIAL
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TO BOTH STAKES WITH TIES OR
° 0 0 0 0 e ° o
III—�I
OTHER FASTENERS
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o 0 0 0 0 0 0 0 0
3:1 SLOPE TO MATCH
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GRADE. TYP. TO INSIDE
a
—I i (—
ELEVATION
AND OUTSIDE SLOPE.
COMPACTED BACKFILL
STANDARD -N�n
SYMBOL :::°:o=='=*^ ; PLAN VIEW
WOVEN WIRE FENCE (MIN. 14 1/2 GAUGE, POSTS: STEEL EITHER T OR U TYPE.
MAX. 6" MESH SPACING) WITH GEOTEXTILE COVER
�' } _
FENCE: WOVEN WIRE, 14-1/2 GA. 6" MAX
m
MESH OPENING
N
Lm
FABRIC: 1. AMOCO 1198
N �\NE
U 0
2. BELTECH 810
a o 3. MIRAFI 130X
GRO
NOTES:
27, 1'
IN
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ppMMEpAq� EE 4. LING GTF 190
FINISH GRADE CBACKFILLD 5. SI 915 SC
1. STONE SIZE -USE 2" STONE OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT.
2. LENGTH -AS REQUIRED, BUT NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30
I � MIN.
MIN. +
d
z
FOOT MINIMUM LENGTH WOULD APPLY).
I,
FLOW
ELEVATION
3. THICKNESS -NOT LESS THAN 6 INCHES.
4. WIDTH-10 FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS
o
io
OCCURS.
5. FILTER CLOTH -WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. FILTER WILL NOT BE
IMPERVIOUS LINER 3' MIN. DEPTH COMPACTED SOIL
UNDISTURBED EXTEND `WIRE FENCE A
REQUIRED ON A SINGLE FAMILY RESIDENCE LOT.
BERM
ai
.o
GROUND MIN. OF 2' INTO TRENCH
6. SURFACE WATER -ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE
00
v
PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL. A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE
6' X 6"
TRENCW ' EMBEDDED GEOTEXTILE FABRIC
\
PERMITTED.
7. MAINTENANCE -THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OF
SECTION A -A
\� MIN. 6" INTO GROUND
W/ 6" LAID ALONG BOTTOM
FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH
ICU='
W5
A -A -SECTION OF TRENCH
ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND OR CLEANOUTS OF ANY MEASURES USED TO
/
TRAP SEDIMENT. ALL SEDIMENT SPILLED PROPPED. WASHED OR TRACKED ONTO PUBLIC RIGHTS -OF -WAY MUST
NOTES
�
1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES.
BE REMOVED IMMEDIATELY.
8. WASHING -WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC
1. IMPERVIOUS LINER SHOULD BE A MINIMUM OF 10 MIL POLYETHYLENE
in
2. GEOTEXTILE TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY
RIGHT-OF-WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND
SHEETING AND SHOULD BE FREE OF HOLES, TEARS, OR OTHER DEFECTS THAT COMPROMISE
0
24 AT TOP AND MID SECTION.
WHICH DRAINS INTO APPROVED SEDIMENT TRAPPING DEVICE.
THE IMPERMEABILITY OF THE MATERIAL.
-
3. WHEN TWO SECTIONS OF GEOTEXTILE ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED
BY SIX INCHES AND FOLDED.
9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN.
m
4. MAINTENANCE SHALL BE PERFORMEQ AS NOTED IN THE EROSION CONTROL PLAN. COLLECTED MATERIAL
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SHALL BE REMOVED WHEN BULGES' DEVELOP IN THE SILT FENCE.
m
5. ALL SILT FENCE SHALL INCLUDE WIRE SUPPORT UNLESS INDICATED OTHERWISE
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3
SEDIMENTATION/SILT FENCE WITH WIRE SUPPORT SCALE: NTS
2 SILT FENCE OVERLAP DETAIL SCALE: NTS
3 VEHICLE TRACKING CONTROL SCALE: NTS
4 CONCRETE WASHOUT DETAIL SCALE: NTS
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DETAIL OF INLET SEDIMENT CONTROL DEVICE
PROJECT:
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MONOFILAMENT FABRIC THAT MEETS OR EXCEEDS
EDS THE
HE FOLLOWING SPECIFICATIONS:
REGULAR ROW DANDY SACK"' (BLACK)
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Mechanical Propertlee Test Melh°d
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Grab Tensile Strength ASTM D4632
G•abTa"suaek" 1- AB71AD4632
ENr,
re R1r g,h ABTM D 4833
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ENS
ENS
"•a1 Slre"gm ABTM D 3786
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rsp ear SIe gth ABTM D 4533
OUV
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Resistance ABTM D4355
en, Opening Rl ABTM D4)51
ABTM D 4491 /m (gal/min/H)
8670
m a
Y a
ABTM D 4491
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HI—FLOWND DAY SACK"'' (SAFETY ORANGE)
Mechancal Properties Test Method
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DROP INLET PROTECTION DETAIL SCALE: NTS
6 NOT USED SCALE: NTS
7 NOT USED SCALE: NTS
8 NOT USED SCALE: NTS