HomeMy WebLinkAboutConstruction Drawings - C2.30 V1 (2)COMPACTED
OR qS WOVEN WIRE FENCE (MIN. 14-1/2 GAUGE,
D/CTgTED By - MAX. 6" MESH SPACING)
LOCAL REQUIREM TS
I�
ELEVATION
WOVEN WIRE FENCE (MIN. 14 1/2 GAUGE, til
MAX. 6" MESH SPACING) WITH GEOTEXTILE COVER
FINISH GRADE
FLOW
M
POSTS: STEEL EITHER T OR U TYPE.
FENCE: WOVEN WIRE, 14-1/2 GA. 6" MAX
MESH OPENING
FABRIC: 1. AMOCO 1198
2. BELTECH 810
3. MIRAFI 130X
4. LING GTF 190
5. SI 915 SC
ntry w EMBEDDED GEOTEXTILE FABRIC
MIN. 6" INTO GROUND
A -A -SECTION \ �\ W/ 6" LAID ALONG OF TRENCH
BOTTOM
1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES.
2. GEOTEXTILE TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY
24 AT TOP AND MID SECTION.
3. WHEN TWO SECTIONS OF GEOTEXTILE ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED
BY SIX INCHES AND FOLDED.
4. MAINTENANCE SHALL BE PEVFORMEQ, AS NOTED IN THE EROSION CONTROL PLAN. COLLECTED MATERIAL
SHALL BE REMOVED WHEN BULGES DEVELOP IN THE SILT FENCE.
5. ALL SILT FENCE SHALL INCLUDE WIRE SUPPORT UNLESS INDICATED OTHERWISE
)SEDIMENTATION/SILT FENCE WITH WIRE SUPPORT
N
DANDY SACK T"
STORM
SEWER 00
GRATE
OOOO�OOO�OO 00 00 00
00
00�00�00
LIFT
00
STRAPS
INFORCED CORNER
OPTIONAL
OVERFLOW PORT
MANAGEABLE
2 FOOT
CONTAINMENT
AREA
DUMPING
STRAPS
STORM
INLET
p
DETAIL OF INLET SEDIMENT CONTROL DEVICE
PROJECT:
DR. BY:
CITY/STATE:
DATE:
I DR. NO:
DANDY SACK-
SPECIFICATIONS
NOTE: THE DANDY SACK"' WILL BE YANUPACTUFM IN THE U.SJL FROM A WOVEN
MONOFILAMENT FABRIC THAT MEETS OR EXCEEDS THE FOLLOWING SPECIFICATIONS:
REGULAR FLOW DANDY SACK- (BLACK)
Mechanical Properties Test Method
.— Tensile Strength AST. 11632
G, Tamil, Elongation AST. O a632
re SI—gln AST. O ae33
rat sI,e Ig AST. O3 6
T,., Strength AST. O I
.1 O a355 v ROp—,Size AST. O45t
AST. O — m (g.11— t )
AST. O —
HI —FLOW DANDY SACK'^' (SAFETY ORANGE)
Mechanical Properties Teat Method
tm Hgaun,mrn7
*Note: All Dandy Sacks"' can be ordered with our optional oil absorbent pillows
COMPACTED
SCALE: NTS 12 )SILT FENCE OVERLAP DETAIL
o a j
DROP INLET PROTECTION DETAIL SCALE: NTS 6 NOT USED
5 FEET
ELEVATION
OVERLAP GEOTEXTILE AND/OR WOVEN
WIRE FENCE ACROSS TWO STAKES
WHEN NECESSARY TO CONTINUE
FENCE
SECURELY FASTEN FENCE MATERIAL
TO BOTH STAKES WITH TIES OR
OTHER FASTENERS
EXISTING
STANDARD
SYMBOL :?!s?••�.
50' MIN
1
6' MIN.
PROFILE
PLAN VIEW
EXISTING
PAVEMENT
3'_ 5:1 i
MOUNTABLE BEAM
OPTIONAL
i
DE
ANU UUISIUL SLURL.
GRu�-
27'
NOTES,
1,
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
3' MIN.
MIN.
FOOT MINIMUM LENGTH WOULD APPLY).
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
OCCURS.
5. 5. FILTER CLOTH -WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. FILTER WILL NOT
IMPERVIOUS LINER 3' MIN. DEPTH COMPACTED SOIL
BE REQUIRED ON A SINGLE FAMILY RESIDENCE LOT.
6. SURFACE WATER -ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE
BERM
PIPED ACROSS THE ENTRANCE . IF PIPING IS IMPRACTICAL. A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE
PERMITTED.
SECTION A -A
7. MAINTENANCE -THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OF
FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH
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
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
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
WHICH DRAINS INTO APPROVED SEDIMENT TRAPPING DEVICE.
THE IMPERMEABILITY OF THE MATERIAL.
9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN.
SCALE: NTS
3 VEHICLE TRACKING CONTROL SCALE: NTS
4 CONCRETE WASHOUT DETAIL SCALE: NTS
SCALE: NTS
7 NOT USED SCAT NTS
8 NOT USED SCALE: NTS
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