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Low Point Of Sag <br /> Sod To Toe Or 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 Sides) <br /> 201 /Or)'Min. lOD Min, �2D� Shoulder Point <br /> Li <br /> _3P Sod Strip 4 ♦ � ' " 5'Shoulder Pavement <br /> y A Shoulder Poinl See Table Below <br /> Shoulder Point �1 l j80 For Application 4 180, <br /> ----- -----' — — 11U <br /> F' za <br /> RURAL UNDIVIDED <br /> Sodding(Overlapped)See -Use 5'Shoulder Pavement And 32-Sod <br /> Overlapped Sod Flume Strip When Negative Grade Intersects Shoulder Point <br /> (Below)(Both Sides) to,Point I SD_ I positive <br /> Grade And Algebraic Difference In �_ — Shoulder Pavemp,�t <br /> I Roadway Grades Is 2%Or Greater: When �. <br /> Sod r Toe Of Front Slope When Of Sag i- - J ` <br /> Algebraic Difference In Roadway Grades Is i f <br /> Algebraic Difference In Roadway i �.. 4'Shoulder avement-See Table Hefow For Application. <br /> Between 7°d 6 796 Use 37'Sod Strip Only i Same Applies To Low Side On Outside Ede Of Pavement <br /> Grades Exceeds 446 i ➢P g <br /> (Both Sides) l0o'Min. 100'Ni_ n. _ For Facilities With Unpaved Shoulders. <br /> ——————�Shoulder Point _.--- -�— <br /> Shoulder Pavement <br /> « , ` 3% .~► (See Notation Above) 30p 1 <br /> Shoulder Pavement <br /> !n Absence Of Shoulder Pavement On Existing <br /> 8� Divided Roadways,Construct Shoulder Pavement <br /> Same As Above y <br /> �► RURAL DIVIDED <br /> Shoulder Pavement <br /> y I Shoulder Point J �. <br /> Shoulder Point J CRITERIA FOR PAVING SHOULDER ON DIVIDED AND UNDIVIDED FACILITIES <br /> i Design Speed Degree Of Curve <br /> (mph) <br /> 50't Note: <br /> 30 71 Or Greater Shoulder Pavement is required on all curves <br /> 40 51 Or Greater <br /> meeting the criteria tabulated. For curves <br /> 50 41 Or Greater not meeting the criteria,shoulders are to <br /> 4 60 X Or Greater be paved where erosion of the shoulder Is <br /> 5'Shoulder Pavement Or 32'Sod Strip(See Notation Above) 65 3'Or Greater <br /> 1 evident or anticipated. <br /> Roadway Sod, Sodding(Overla➢ped�� 70 2'Or Greater <br /> I SHOULDER AND SLOPE TREATMENT FOR SUPERELEVATED ROADWAYS <br /> Shoulder Point Temporary Berm <br /> SECTION AA <br /> (Symmetrical About Q) la 25%Lap <br /> Turf 5'Shoulder Pavement Or 32' O.S. <br /> -! Sod Strip(See Notation Above) j <br /> t Roadway I Sod Sodding(Overlapped) .L <br /> Staggered Joints Between NOTES <br /> Upper And Lower Layers <br /> i !. These treatments are applicable to new construction,reconstruction and RRR <br /> TRANSVERSE SECTION LONGITUDINAL SECTION projects. Project requirements for shoulder pavement and sodding that exceed <br /> shoulder Point OVERLAPPED SOD FLUME the limits of this standard take precedence. <br /> SECTION B8 2. For sodding adjacent to ditches and at heodwa0s,see Index 524-00). <br /> (Symmetrical About Q) <br /> 3. All front slopes steeper than 1:3 are to be sodded. <br /> SHOULDER AND SLOPE TREATMENT IN SAG VERTICAL CURVES <br /> TREATMENTS FOR PROTECTION FROM CONCENTRATED ROADWAY RUNOFF EROSION AND SHOULDER RAVELING <br /> LAST 2 DESCRIPTION: <br /> REVISION 0 FY 2019-20 NDEX SHEET <br /> FOOT PERMANENT E ROS IION CONTROL <br /> 17/Ol/17 L .rrT- STANDARD PLANS T;0-001 2 Of 2 <br />