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Low Point Of Sag <br /> Sod To Toe Of Front Slope When <br /> Algebraic Difference In Roadway Sodding(Overlapped)See <br /> Grades Exceeds 4% Overlapped Sod Flume(Below) Shoulder Point <br /> (Both Sides) (Both Stele$) <br /> 20 100'min. ! 100 Min. - i Shoulder Point <br /> --------- Lp <br /> ----i -r1 .► <br /> 3T Sod Strip __ 4 __♦ i ,./' S Shoulder Pavement <br /> ,� Shoulder Point� See Table Below _ <br /> Shoulder Point 1g0 For Application JBry1 20• <br /> — RURAL UNDIVIDED - <br /> Sodding(Overlapped)See���111 Use S Shoulder Pavement And 320 Sod <br /> Overlapped Sod Flume Strip When Negative Grade Intersects Shoulder Point <br /> (Below)(Boll;Sides) I-Low Point I Positive Grade And Algebraic Difference In �� Shoulder Pavement <br /> 50'_ Roadway Grades is 2%Or Greater: When <br /> Sod To Toe Of Front Slope When Of Sag Algebraic Difference In Roadway Grades Is ` <br /> Algebraic Difference In Roadway Between 1%6 2%Use 3P Sod Strip Only P Shoulder avement-See Table Belo*_For Application. <br /> Grades Exceeds 4;5 Same Applies To Low Side On Outside Edge Of Pavement <br /> (Both Sides) 100'Min. IOU'hlin. `f For Facifities With Unpaved Shoulder�� <br /> r--- — -- ——— -.1—— Shoulder Point <br /> / y shoulder Pavement \_ <br /> « , �,3 O -► (See Notation Above/ <br /> Shoulder Pavement <br /> « Divi nc fn Absee Of Shoulder Pavement On Existing --i 2O 1 ————-_ ^ay� <br /> Bry ded Roadways,Construct Shoulder Pavement <br /> ti r� <br /> Same As Above ,�'� � <br /> RURAL DIVIDED � <br /> y Shoulder Pavement T <br /> Shoulder Point <br /> Shoulder Point J CRITERIA FOR PAVING SHOULDER ON DIVIDED AND UNDIVIDED FACILITIES <br /> Design Speed Degree Of Curve <br /> (mph) <br /> 50't Note: <br /> 30 7°Or Greater Shoulder Pavement is required on all curves <br /> B 40 Y Or Greater <br /> yr meeting the criteria tabulated. For curves <br /> 50 41 Or Greater not meeting the criteria,shoulders are to <br /> �{ 60 3'Or Greater be paved where erosion of the shoulder Is <br /> r 5'Shoulder Pavement Or 32'Sod Strip(See Notation Above) 55 Y Or Greater evident or anticipated. <br /> Roadx•ay Sod, dding(Over/aPpedJ � 70 2°Or Greater <br /> SHOULDER AND SLOPE TREATMENT FOR SUPERELEVATED ROADWAYS <br /> Shoulder Point— Temporary Berm <br /> SECTION AA <br /> (Symmetrical About rL) ID 25%Lap <br /> 5'Shoulder Pavement Or 32' 0-S <br /> Turf _� r Sod Strip(See Notation Above) <br /> ,I} v Roadway Sod, Sodding IOveriapped) <br /> L Staggered Joints Between NOTES <br /> � ( Upper And Lower layers 1. These treatments are applicable to new construction,reconstruction and RRR <br /> � "� TRANSVERSE SECTION LONGITUDINAL SECTION projects. or requirements <br /> take forpre shoulder pavement and sodding that exceed <br /> Shoulder Point___, OVERLAPPED SOD FLUME the <br /> SECTION BB 2. For sodding adjacent to ditches and at headwalls,see Index 514-001. <br /> (Symmetrical About Q) <br /> SHOULDER AND SLOPE TREATMENT IN SAG VERTICAL CURVES 3. All front slopes steeper than 1:3 are to be sodded. <br /> TREATMENTS FOR PROTECTION FROM CONCENTRATED ROADWAY RUNOFF EROSION AND SHOULDER RAVELING <br /> LAST 0 DESCRIPTION: FY 2019-20 INDEX SHEET <br /> BEVIS �, FDOT� PERMANENT EROSION CONTROL <br /> 11101117 �^—' STANDARD PLANS 570-001 2 of 2 <br />