Transcription

1

2

3

4

5

6 EMULSIFIED ASPHALT MULCH ' E OF FRONT SLOPE WHEN ALGEBRAIC DIFFERENCE IN ROADWAY GRADES EXCEEDS 4% 2' 100' MIN. LOW POINT OF SAG DING (OVERLAPPED) SEE OVERLAPPED FLUME (BELOW) 100' MIN. ' EMULSIFIED ASPHALT MULCH 32" STRIP A ' 1' PC 4' SEE TABLE BELOW FOR APPLICATION RURAL UNDIVIDED PT 1' ' 2' EMULSIFIED ASPHALT MULCH EMULSIFIED ASPHALT MULCH LOW POINT OF SAG SAME AS ABOVE 100' MIN. 50'± 100' MIN. A SAME AS ABOVE USE 4' AND 32" STRIP WHEN NEGATIVE GRADE INTERSECTS POSITIVE GRADE AND ALGEBRAIC DIFFERENCE IN ROADWAY GRADES IS 2% OR GREATER; WHEN ALGEBRAIC DIFFERENCE IN ROADWAY GRADES IS BETWEEN 1% & 2% USE 32" STRIP ONLY. 4' SEE TABLE BELOW FOR APPLICATION. SAME APPLIES LOW SIDE ON OUTSIDE EDGE OF PAVEMENT FOR FACILITIES WITH UNPAVED SHOULDERS. B IN ABSENCE OF ON EXISTING DIVIDED ROADWAYS, CONSTRUCT SAME AS ABOVE. ' 300' PC RURAL DIVIDED (SEE NOTATION ABOVE) PT 300' ' PROJECT DESCRIPTION CRITERIA FOR PAVING SHOULDER ON DIVIDED AND UNDIVIDED FACILITIES 50'± SAME AS ABOVE DESIGN SPEED DEGREE OF CURVE 7 OR GREATER 5 OR GREATER 4 OR GREATER 3 OR GREATER 3 OR GREATER 2 OR GREATER NOTE: IS REQUIRED ON ALL CURVES MEETING THE CRITERIA TABULATED. FOR CURVES NOT MEETING THE CRITERIA, SHOULDERS ARE BE PAVED WHERE EROSION OF THE SHOULDER IS EVIDENT OR ANTICIPATED. B SHOULDER AND SLOPE TREATMENT IN SAG VERTICAL CURVES SHOULDER AND SLOPE TREATMENT FOR SUPERELEVATED CURVES ROADWAY 4' OR 32" STRIP (SEE NOTATION ABOVE) DING (OVERLAPPED) SECTION AA (SYMMETRICAL ABOUT ) TEMPORARY BERM SEEDING RATES (LBS/AC) FOR NEW SHOULDERS AND SLOPES* ZONE I ZONE II TYPE OF SEED PERMANENT GRASS COASTAL INLAND COASTAL NOV. OCT. OCT. NOV. INLAND GENERAL NOTES EROSION CONTROL DETAILS ARE APPLICABLE NEW CONSTRICTION, RECONSTRUCTION AND RRR PROJECTS. PROJECT REQUIREMENTS FOR AND DING THAT EXCEED THE LIMITS OF THIS STANDARD TAKE PRECEDENCE. FOR DING ADJACENT DITCHES AND AT HEADWALLS, SEE INDEX NO PROJECT LOCATION: CONVENTIONAL GRASSING 10' ROADWAY 0.5' TRANSVERSE SECTION SECTION BB (SYMMETRICAL ABOUT ) 25% LAP STAGGER JOINTS BETWEEN UPPER AND LOWER LAYERS OVERLAPPED FLUME LONGITUDINAL SECTION 4' OR 32" STRIP (SEE NOTATION ABOVE) DING (OVERLAPPED) UNHULLED BERMUDA BAHIA ARGENTINA OR PENSACOLA QUICK GROWING BROWN P MILLET ANNUAL RYE GRASS TAL POUNDS PER ACRE *SEE INDEX NO. 105 FOR ZONE BOUNDARIES AND SEEDING RATES FOR SHOULDER REWORKING. NOTE: THE SEEDING RATES SHOWN IN THIS TABLE APPLY ONLY WHEN SEED IS SPREAD BY AN APPROVED MECHANICAL SPREADER MEETING THE REQUIREMENTS OF SECTION 570 AND 577 OF THE STANDARDS AND SPECIFICATIONS EROSION CONTROL DETAILS FOR PERMANENT CONSTRUCTION 1 1 PER F.D.O.T. INDEX ALL FRONT SLOPES STEEPER THAN 3:1 ARE BE DED. OWNER / CLIENT: Paul R. Hart PH: (239) FAX: (239) DDAI CONTACT: L. STEVEN HURLEY PROJECT ENGINEER SIDEWALK LIMITS OF CONSTRUCTION 10' (TYP.) CROSS DRAIN DITCH BOTM INLET SILT BARRIER MEDIAN DITCH SILT BARRIER DITCH ANCHOR BALES WITH 2-2" x 2" x4' STAKES PER BALE AS REQUIRED SWALE OVERLAP ENDS FILL SLOPE BE USED AT SELECTED SITES WHERE THE NATURAL GROUND SLOPES WARD THE E OF SLOPE 50' ON CENTERS (TYP.) OPEN RISER APRON PARTIAL INLET CURB & GUTTER COMPLETED INLET ANCHOR BALES WITH 2-2" x 2" x 4' STAKES PER BALE CURB & GUTTER DITCH PROTECTION AROUND INLETS OR SIMILAR STRUCTURES TYPE A OR B FENCE NOTE: BALES BE STAKED AT THE DIRECTION OF THE ENGINEER DITCH BOTM INLET DITCH NOT VALID WITHOUT THE SIGNATURE, DATE AND THE ORIGINAL RAISED SEAL OF A FLORIDA PROFESSIONAL ENGINEER. Daniel M. Craig FLA. REG. P.E. NO: NOT VALID WITHOUT EMBOSSED SEAL, SIGNATURE AND DATE. ENDWALL SILT BARRIER BALES BUTT FACE OF BALES LIMITS OF CONSTRUCTION DITCH INSTALLATIONS AT DRAINAGE STRUCTURES ANCHOR BALES WITH 2-2" x 2" x4' STAKES PER BALE 6' MIN. BE USED AT SELECTED SITES WHERE THE NATURAL GROUND SLOPES WARD THE E OF SLOPE BARRIERS FOR FILL SLOPES FILL SLOPE BALES BACKED BY FENCE REVISIONS DESCRIPTION ANCHOR BALES WITH 2-2" x 2" x4' STAKES PER BALE RAIL POST SILT POST OPTIONS SOFTWOOD SOFTWOOD HARDWOOD STEEL 2 1/2" MIN. DIA. 2" x 4" 1 1/2" x 1 1/2" 1.33 LBS / FT. MIN. 3' OR MORE 12" MIN. 15" 18" 8" TYPE III SILT FENCE 6" MAX. OPTIONAL POST POSITIONS FILTER FABRIC (IN CONFORMANCE WITH SEC. 985 FDOT SPEC.) NOTE: SILT FENCE BE PAID FOR UNDER THE CONTRACT UNIT PRICE FOR STAKED SILT FENCE (LF) TYPE III SILT FENCE TYPE III SILT FENCE PROTECTION AROUND DITCH BOTM INLETS SECTION SILT NOTE: SPACING FOR TYPE III FENCE BE IN ACCORDANCE WITH CHART I, SHEET 1 OF 3 AND DITCH INSTALLATIONS AT DRAINAGE STRUCTURES SHEET 2 OF 3 DO NOT DEPLOY IN A MANNER THAT SILT FENCES WILL ACT AS A DAM ACROSS PERMANENT ING WATERCOURSES. SILT FENCES ARE BE USED AT UD LOCATIONS AND TURBIDITY BARRIERS USED AT PERMANENT BODIES OF WATER. VERTICAL SILT FENCE APPLICATIONS PRINCIPAL POST POSITION (CANTED WARD ) FILTER FABRIC TYPE III SILT FENCE SILT RAIL ANCHOR LOWER BALES WITH 2-2" x 2" x 4' STAKES PER BALE ANCHOR P BALES LOWER BALES WITH 2-2" x 2" x 4' STAKES PER BALE BALED HAY OR STRAW BARRIERS AND SILT FENCES PER F.D.O.T. INDEX 102 SAND BAGS 5' MIN. SPACING: BALE BARRIERS FOR PAVED DITCHES SHOULD BE SPACED IN ACCORDANCE WITH CHART I, SHEET 1 OF 3, INDEX No. 102 BARRIER FOR PAVED DITCH POST 5' TYP. 1' MIN. RECOMMENDED BARRIER FOR UNPAVED DITCHES ANCHOR BALES WITH 2-2" x 2" x 4' STAKES PER BALE APPLICATION AND SPACING: THE USE OF TYPE I & II BALE BARRIERS SHOULD BE LIMITED THE CONDITIONS OUTLINED IN CHART I, SHEET 1 OF 3, INDEX No. 102 TYPE II WOVEN FILTER FABRIC IN ABSENCE OF ESTABLISHED GRASS (APPROX. 12' x 12') SECURE EDGES BY ENTRENCHING AND EXTEND UNDER BAGS AND BALES. FABRIC SHALL MEET THE REQUIREMENTS OF SECTION 985 OF THE STANDARD SPECIFICATIONS. COST OF FABRIC BE INCLUDED IN THE CONTRACT UNIT PRICE FOR BALED HAY OR STRAW, TN. 1' MIN. RECOMMENDED 5' TYP. TYPE I 1' MIN. RECOMMENDED LAREDO AVE. LOT 18 AREA BE CLEARED 1.59 AC CURRENTLY UNDEVELOPED JOB# SITE DATA STRAP # SEC-TWP-RGE CITY PERMIT # SHEET TITLE STATUS P S 25-E N/A N/A LEE COUNTY # N/A PROJECT MGR : L. STEVEN HURLEY PROJECT # : FILE NAME : (06) ecdtls.dwg ORIGIN DATE : DESIGNER : GK/DC CAD TECH : JHH CHECKED BY : DC PLOT DATE : 12/2/14 12:42 PM PLOTTED BY : Scot Stuart EROSION CONTROL DETAILS SHEET NO. 6 *APPROVAL SUBMITTAL S - NOT FOR CONSTRUCTION -

7