HomeMy WebLinkAboutConstruction Drawings - C2.30 V1APPROVED
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R qS WOVEN WIRE FENCE (MIN. 14-1/2 GAUGE,
D/CTgTED
50' MIN
By - MAX. 6" MESH SPACING)
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6' MIN.°
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MOUNTABLE BEAM
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OVERLAP GEOTEXTILE AND/OR WOVEN
EXISTING
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COMPACTED BACKFILL
WIRE FENCE ACROSS TWO STAKES
GROUND
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WHEN NECESSARY TO CONTINUE
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FENCE
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185 FEET (MAX)
50' MIN o
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/NCHES
(MIN) SECURELY FASTEN FENCE MATERIAL
TO BOTH STAKES WITH TIES OR
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ELEVATION
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COMPACTED BACKFILL
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SYMBOL N. PLAN VIEW°.
WOVEN WIRE FENCE (MIN. 14 1/2 GAUGE, POSTS: STEEL EITHER T OR U TYPE.
MAX. 6" MESH SPACING) WITH GEOTEXTILE COVER
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FENCE: WOVEN WIRE, 14-1/2 GA. 6" MAX
MESH OPENING
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FABRIC: 1. AMOCO 1198
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2. BELTECH 810
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4. LING GTF 190
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FINISH GRADE CBACKFILLD
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 +
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F
FOOT MINIMUM LENGTH WOULD APPLY).
3. THICKNESS -NOT LESS THAN 6 INCHES.
FLOW
ELEVATION
4. WIDTH-10 FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS
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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
m
❑
`o EXTEND WIRE FENCE A
UNDISTURBED��
BE REQUIRED ON A SINGLE FAMILY RESIDENCE LOT.
BERM
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MIN. OF 2' INTO TRENCH
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6. SURFACE WATER -ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE
TRENC" EMBEDDED GEOTEXTILE FABRIC
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PIPED ACROSS THE ENTRANCE . IF PIPING IS IMPRACTICAL. A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE
PERMITTED.
7. MAINTENANCE -THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OF
SECTION A -A
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MIN. 6" INTO GROUND
W/ 6" LAID ALONG BOTTOM
FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH
-
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 PUBLIC1.
1. IMPERVIOUS LINER SHOULD BE A MINIMUM OF 10 MIL POLYETHYLENE
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
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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.
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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
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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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INLET
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DETAIL OF INLET SEDIMENT CONTROL DEVICE
PROJECT:
DR. BY:
CITY/STATE:
DATE:
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NOTE: THE DANDY SACK"' WILL BE MANUPACTUR® Hi THE U.SJL FROM A WOVEN
MONOFILAMENT FABRIC THAT MEETS OR EXCEEDS THE FOLLOWING SPECIFICATIONS:
REGULAR FLOW DANDY SACK- (BLACK)
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Mechanical Properties Test Method
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*Note: All Dandy Sacks"' can be ordered with our optional oil absorbent pillows
C2.30
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5 DROP INLET PROTECTION DETAIL SCALE: NTS
��T USED SCALE: NTS
7 SCALE: NTS
NOT USED
8 NOT USED SCALE: NTS