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Aggregate 5 ,
<br />Cover Per
<br />rdex No. 205
<br />Compacted Backfill Z
<br />RURAL CONAEC770N
<br />DETAIL
<br />Approach
<br />Length
<br />-- Filter Fabric
<br />Existing or Temporary
<br />Sidedrain Pipe
<br />N 15' or 30'
<br />V—
<br />Approach Length .,.>
<br />As Required lope to Drain (0.1 ft/ft
<br />Filter Fabric
<br />a 40 4
<br />4" -- \ Filter Fabric SEC7M AAfin.A
<br />Type D-1, Index No. 199
<br />TRANSITION DETAIL
<br />Swale -
<br />Sediment Pit —
<br />Aggregate
<br />N
<br />4: 1,,
<br />Existing Roadway SOIL TRACKING DEVICE GENERAL NOTES
<br />Edge of Pavement
<br />U
<br />0 1. A SOIL TRACKING PREVENTION DEVICE (STPD) SHALL BE CONSTRUCTED AT LOCATIONS DESIGNATED BY THE ENGINEER FOR POINTS OF EGRES
<br />FROM UNSTABIL/ZED AREAS OF THE PROJECT TO PUBLIC ROADS WHERE OFFSITE TRACKING OF MUD COULD OCCUR. TRAFFIC FROM UNSTABILI ED
<br />w AREAS OF THE CONSTRUCTION PROJECT SHALL BE DIRECTED THRU A STPD. BARRIERS, FLAGGING, OR OTHER POSITIVE MEANS SHALL BE US AS
<br />REQUIRED TO LIMIT AND DIRECT VEHICULAR EGRESS ACROSS THE STPD.
<br />A 2. THE CONTRACTOR MAY PROPOSED AN ALTERNATIVE TO MINIMIZE OFFSITE TRACKING OF SEDIMENT. THE ALTERNATIVE MUST BE REVIEWED AND
<br />APPROVED BY THE ENGINEER PRIOR TO ITS USE.
<br />J. ALL MATERIALS SPILLED, DROPPED, OR TRACKED ONTO PUBLIC ROADS (INCLUDING THE STPD AGGREGATE AND CONSTRUCTION MUD) SHALL B
<br />REMOVED DAILY, OR MORE FREQUENTLY IF SO DIRECTED BY THE ENGINEER.
<br />50' Std. a a 4. AGGREGATES SHALL BE AS DESCRIBED IN SECTION 901 EXCLUDING 901-2.3. AGGREGATES SHALL BE FDOT SIZE #1. IF THIS SIZE IS NOT
<br />AVAILABLE, THE NEXT AVAILABLE SMALLER SIZE AGGREGATE MAY BE SUBSTITUTED WITH THE APPROVAL OF THE ENGINEER. SIZES CONTAINING
<br />I N Construct Paved Turnout EXCESSIVE SMALL AGGREGATE WILL TRACK OFF THE PROJECT AND ARE UNSUITABLE.
<br />(Index No. 515). May Be
<br />z Deleted If Approved By
<br />o The Engineer 5. THE SEDIMENT PIT SHALL PROVIDE A RETENTION VOLUME OF 3600 CUBIC FEETIACRE OF SURFACE AREA DRAINING TO THE PIT. WHEN THE FPD IS
<br />ISOLATED FROM OTHER DRAINAGE AREAS, THE FOLLOWING PIT VOLUMES WILL SATISFY THIS REQUIREMENT.•
<br />o 15'X50'=100 FI3 30'X50'=200 FT3
<br />P -6-6
<br />m AS AN OPTION TO THE SEDIMENT PIT, THE WIDTH OF THE SWALE BOTTOM CAN BE INCREASED TO OBTAIN THE VOLUME. WHEN THE SEDIMENT PIT
<br />0 5' OR SWALE VOLUME HAS BEEN REDUCED TO ONE HALF, IT SHALL BE CLEANED. WHEN A SWALE IS USED, HAY BALES OR SILT FENCE SHALL BE
<br />to Q) PLACED ALONG THE ENTIRE LENGTH.
<br />6. THE SWALE DITCH DRAINING THE STPD SHALL HAVE A 0.27 MINIMUM AND A 1.07. MAXIMUM GRADE ALONG THE STPD AND TO THE SEDIMENT PIT.
<br />B �._—v
<br />��- Slope To Drain 7. MITERED END SECTIONS ARE NOT REQUIRED WHEN THE SIDEDRAIN PIPE SATISFIES THE CLEAR ZONE REQUIREMENTS.
<br />8. THE STPD SHALL BE MAINTAINED IN A CONDITION THAT WILL ALLOW IT TO PERFORM ITS FUNCTION. TO PREVENT OFFSITE TRACKING, THE STPD
<br />Berm SHALL BE RINSED (DAILY WHEN IN USE) TO MOVE ACCUMULATED MUD DOWNWARD THRU THE STONE. ADDITIONAL STABILIZATION OF THE VEHICULAR
<br />A ROUTE LEADING TO THE STPD MAY BE REQUIRED TO LIMIT THE MUD TRACKED.
<br />yV.
<br />'\ Hay Bales
<br />T B,
<br />To Be Stabilized as Required
<br />Based on Flow and Grade
<br />4-
<br />41 I
<br />-6
<br />Type III Silt Fence Protection
<br />Around Ditch Bottom Inlets.
<br />Do not deploy in a manner that silt fences will act as a dam across permanent flowing
<br />watercourses. Silt fences are to be used at upland locations and turbidity barriers
<br />used at permanent bodies of water.
<br />Post Options:
<br />Wood 2-1" Min / 0
<br />Wood 2" x 4" I ( Optional Post Positio — OoPrinciple Post Position
<br />(Canted 20' Toward Flow)
<br />Oak 1 „ x 1 Filter Fabric (In °
<br />Steel 1.33 Lbs/Ft. Min. I 6Max.
<br />Conformance With L
<br />Sec 985 FOOT S ec) >�
<br />x
<br />0 0
<br />F
<br />L0
<br />CV
<br />p
<br />--Filter Fabric
<br />Silt Flow
<br />ELEVATION SECTION
<br />Note: Silt Fence to be paid for under the contract unit price for Staked Silt Fence (LF).
<br />TYPE /// SIL T FENCE DETAIL
<br />NTS
<br />&-�f'I nT Lt—
<br />NOTE: KHA SHALL NOT BE HELD
<br />LIABLE FOR ANY EXISTING TREES WHICH
<br />MAY DIE DUE TO CONSTRUCTION ACTIVITIES.
<br />PROTECTIVE BARRIER
<br />I' BEYOND DRIP LINE
<br />DURING LAND ALTERATION AND
<br />CONSTRUCTION ACTIVITIES, IT
<br />SHALL BE UNLAWFUL TO REMOVE
<br />BY GRUBBING OR TO PLACE 801L
<br />DEPOSITS; DEBRIS, SOLVENTS;
<br />CONSTRUCTION MATERIAL,
<br />MACHINERY OR OTHER EQUIPMENT'
<br />OF ANY KIND WITHIN THE PROTECTIVE BARRIER
<br />OF A TREE TO REMAIN ON
<br />SITE UNLESS OTHERWISE APPROVED
<br />BY THE COUNTY.
<br />ALL BARRIERS SHALL BE
<br />INSPECTED AND APPROVED
<br />DY SARASOTA COUNTY AND/OR THE CITY
<br />OF VENICE PRIOR TO ANY CLEARING
<br />ACTIVITY AND SHALL REMAIN IN
<br />PLACE UNTIL LAND ALTERATION
<br />AND CONSTRUCTION AC MA TIES
<br />ARE COMPLETE.
<br />FENCE FLAGGED WITH PLASIIG SURWYING TAPE
<br />4V _HT. PROTECTION FENCE (CHAINLINK WITH LOCKED, GATE)
<br />METAL FENCE POST (I O.C. MAXIMUM)
<br />CONTRACTOR MAY SUBSTITUTE
<br />OTHER BARRIER TYPES WITH
<br />SARASOTA COUNTY AND THE
<br />CITY OF VENICE, APPROVAL.
<br />TREE PROTECTION FENCE DETAIL
<br />NTS
<br />0 9. A STPD SHALL BE PAID FOR UNDER THE CONTRACT UNIT PRICE FOR SOIL TRACKING PREVENTION DEVICE, EA. THE UNIT PRICE SHALL CONSTITUTE
<br />Hoy Bales FULL COMPENSATION FOR CONSTRUCTION, MAINTENANCE, REPLACEMENT OF MATERIALS, REMOVAL, AND RESTORATION OF THE AREA UTILIZED FOR THE
<br />W STPD; INCLUDING BUT NOT LIMITED TO EXCAVATION, GRADING, TEMPORARY PIPE (INCLUDING MES WHEN REQUIRED), FILTER FABRIC, AGGREGATE,
<br />I II PAVED TURNOUT (INCLUDING ASPHALT AND BASE CONSTRUCTION), DITCH STABILIZATION, APPROACH ROUTE STABILIZATION, SEDIMENT REMOVAL AND
<br />DISPOSAL, WATER, RINSING AND CLEANING OF THE STPD AND CLEANING OF PUBLIC ROADS, GRASSING AND SOD. HAY BALES SHALL BE PAID FOR
<br />UNDER THE CONTRACT UNIT PRICE FOE HAY OR STRAW BALED, EA. SILT FENCE SHALL BE PAID FOR UNDER THE CONTRACT UNIT PRICE FOR
<br />STAKED SILT FENCE, LF.
<br />Pit Volume is Below the
<br />Inlet Elevation or the Out/et 10. THE NOMINAL SIZE OF A STANDARD STPD IS 15'X50' UNLESS OTHERWISE SHOWN IN THE PLANS. IF THE VOLUME OF ENTERING AND EXITING
<br />Elevation, Whichever is Lower
<br />VEHICLES WARRANT, A 30' WIDTH STPD MAY BE USED IF APPROVED BY THE ENGINEER. WHEN A DOUBLE WIDTH (30') STPD IS USED, THE PAY
<br />SECTION B B QUANTITY SHALL BE 2 FOR EACH LOCATION.
<br />SOIL TRACKING PREVENTION DEVICE
<br />DROP INLET
<br />WITH GRATE
<br />a/ COMPACTED SOIL
<br />❑ ❑ ❑ ❑ ❑ ❑ TO PREVENT PIPING
<br />❑ I I I( III I I Ill �l11It\o\ll ❑
<br />J❑ ❑ Z
<br />❑ ❑ �` RUNOFF WATER
<br />❑ WITH SEDIMENT
<br />❑ ❑ ❑ ❑ �,-----------------
<br />L`
<br />STRAW BALES —j
<br />STAKED WITH 2
<br />STAKES PER BALE
<br />STAKED
<br />STRAW BALE
<br />MI
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<br />BLOCK AND GRAVEL DROP
<br />SPECIFIC APPLICATION
<br />THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET
<br />DRAINS A RELATIVELY FLAT AREA (SLOPES NO GREATER THAN 5 PERCENT) WHERE
<br />SHEET OR OVERLAND FLOWS (NOT EXCEEDING 0.5 cfs) ARE TYPICAL. THE
<br />` METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH
<br />AS IN STREET OR HIGHWAY MEDIANS.
<br />STAKES
<br />FILTERED
<br />WATER
<br />FILTERED
<br />WATER
<br />VVf�ICU � I
<br />BURLAP FABRIC
<br />INLET SEDIMENT FILTER
<br />SPECIFIC APPLICATION
<br />THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET
<br />DRAINS A RELATIVELY FLAT AREA (SLOPES NO GREATER THAN 5 PERCENT) WHERE
<br />SHEET OR OVERLAND FLOWS (NOT EXCEEDING 0.5 cfs) ARE TYPICAL. THE
<br />METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS. SUCH
<br />AS IN STREET OR HIGHWAY MEDIANS.
<br />DROP INLET
<br />SEDIMENT FILTER
<br />N.T.S.
<br />DATE DRAWN
<br />REVISED DATE
<br />PLATE D-905
<br />8-5-79
<br />5-12-94
<br />APPROVALS
<br />ZKnow what's below.
<br />Call before you dig.
<br />THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES
<br />ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE
<br />NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR
<br />ITS REPRESENTATIVE THE CONTRACTOR SHALL
<br />DETERMINE THE EXACT LOCATION OF ALL EXISTING
<br />UTILITIES BEFORE COMMENCING WORK, AND AGREES TO
<br />BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES
<br />WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S
<br />FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND
<br />ALL UNDERGROUND UTILITIES.
<br />NOTICE:
<br />CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY
<br />OF THE CONTRACTOR' NEITHER THE OWNER NOR THE
<br />ENGINEER SHALL BE EXPECTED TO ASSUME ANY
<br />RESPONSIBILITY FOR SAFETY OF THE WORK OF PERSONS
<br />ENGAGED IN THE WORK OF ANY NEARBY STRUCTURES, OR
<br />OF ANY OTHER PERSONS.
<br />COPYRIGHT ©2018 ATWELL LLC NO
<br />REPRODUCTION SHALL BE MADE WITHOUT THE
<br />PRIOR WRITTEN CONSENT OF ATWELL LLC
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