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Side walk o 0 Rail Pavt.- Sod rl A 5 4 q) CL 60:i 2 I NOTE: Spacings shown in this chart are based on having the ground line at the upstream barrier at the some elevation as the overflow of the downstream barrier as hown above. Spacings should be adjusted based on actuolsite performance. Use 0 f Type I& Type TypeIll 11 �-Consid�r Ternp� —Y 50 100 150 200 250 J00 J50 400 Spacing (In Feet) CHAR T I RECOMMENDED SPACING FOR SYNTHETIC BALES OR BALE TYPE BARRIERS AND TYPE III SILT FENCE Limits Of Construction Sod Silt Barrier 1. 50' Mox.__6=50'Mcx. .1 7/7 Sod Ditch Bottom Inlet Median Ditch 0' (Typ.) 1-50- 7-- Silt Barrier ax 5 n, =-mA—fx,. Ditch Cross Drain =11111o. 7/7 7771! —7;7 50' Max. - 50' Max. t Barrier \-Endwall Sod-l-� I Limits Of Construction DITCH INSTALLATIONS AT DRAINAGE STRUCTURES Principle Post Position (Canted 20' Toward Flow) DotionolPost Positions Principle Post Position Post Options: Post Options: (Canted 20' Toward Flow) Softwood 2!11,7" Dia. Poultry Mesh (20 Ga. Min.) Softwood 2"x4" JptionalPost Positions Softwood 4" Dic. Or Type A Fence Fabric -0., Hardwood IV2 " x IY2 Softwood 4"x4" (Index No. 801 & Section 550 Steell.3J lbs.Ift, -a Hardwood J" Dia. FOOT Spec.) Steell.33 lbs.Ift. Min. 10' Max. 6'Max. (In Conformance With Poultry Mesh Filter Fabric Or Type A Sec. 985 FDOT Spec.) Fence Fabric Cc iec Filter Fabric 1-7 -PO Silt Flo w Filter Fabric (In Conformancel k 7ji z I Filter Fabric With Sec. 985 FOOT Spec.) /L — — — — — — — — - LF — — — — — 4-/ 6 1 1 Silt Flow CO I H I EL E VA TION TYPE III SILT FENCE SEC TION I H I j Li Li EL E VA TION SEC TION 1 1 r'c 1 011- �11L I �If�U V1 VLU�UVIF Around Ditch Bottom Inlets SIL T FENCE APPL ICA TIONS Post Post Place The End Post Df One Fence Behind The End Post Of The Other Fence As Shown. Rotote Both Posts At Least 180 Degrees In A Clockwise Direction To Create A Tight Seal With The Fabric Material. Drive Both Posts Into The Ground And Bury Flop. MUM:: 33 PL AN VIEW JOINING TWO SILT FENCES NOTES FOR SILT FENCES 1. Type III Silt Fence to be used at most locations. Where used in ditches, the spacing for 4. Where used as slope protection, Silt Fence is to be constructed on 0/ longitudinal grade to Type III Silt fence shallbe in accordance with Chart 1, Sheet 1. avoid channelizing runoff along the length of the fence. 2. Type IV Silt Fence to be used where large sediment loads are anticipated. Suggested use 5. Silt Fence to be paid for under the contract unit price for Staked Silt Fence, (LF). is where fillslope is 1-2 or steeper and length of slope exceeds 25 feet. Avoid use where the detained water may back into trovellanes or off the right of way. J. Do not construct silt fences across permanent flowing watercourses. Silt fences ore to be at upland locations and turbidity barriers used at permanent bodies of water. TEMPORARYEROSIONAND SEDIMENT CONTROL SEAL 3; 0 Jui 4f� ifloiL MATTHEWS. LOVE, P.E. No. 66118 S1 � I Sheet No. bO 300 I d Ig. 162 A A WAI 44 �NFIM4&CREED 3802 Ehrlich Road, Suite 306 Tampa, FL 33624 Phone: (813)549-3740, Fax: (813)549-3744 EB0006691 www.mckimcreed.com Inle t Temp, Drain Rock Boas OPEN RISER Ditch Ditch 0 Curb & Gutter Curb & Gutter Sod--� coz 7071( PLAN I'Min. Recommended '%"Rock Bags Post I F I I I j I PAR TIAL INLET COMPL E TED INLET DITCH BOTTOM INLET PRO TEC TION AROUND INLETS OR SIA41L AR S TRUC TURES EL E VA TION S YN THE TIC BAL ES OR BAL E TYPE BARRIERS FOR PA VED DITCHES JAEdge of Shoulder, Grade Varies Woven Filter Fabric In Absence Df Established Gross (Approx. 12'x129. — — — — — IT— Secure Edges By Entrenching And 0/ Grade, Length Varies Sondbcgs Extend Under Bogs and Bales. Fabric Shal/Meet The Requirements Of Section 985 Of The Standard 5'Min. Specifications. dz Toe Of Slope PLAN Or Ditch Bottom, PLAN Grade Varies SEC TION AA No te: A I A Where the slope length exceeds 25 feet, construct one row of bale barriers at 0/ longitudinal grade midway up the slope. Construct two rows of bale barriers where the slope length exceeds 50 feet. AL ONG FIL L SL OPE --T EL E VA TION II , I , , I . 1* --50'Gn Centers (7yo.) As Required (n Flo PLAN PLAN Natural Overlap Ends 6'Min Ground Fill Slop e Fill Slope IZ4 4't EL E VA TION EL E VA TION To BE USED WHERE THE NA TURAL GROUND TO BE USED WHERE THE NA TURAL GROUND SLOPES TOWARD THE TOE OF SLOPE SLOPES AWAY FROM THE TOE OF SLOPE AT TOE OF SLOPE BARRIERS FOR FILL SLOPES CITY OF ZEPHYRHILLS 5335 8th Street Zephyrhills, FL 33542 Phone: (813)780-0000 1'Min. Recommended Vtvfin. Recommended Anchor Top Bales To Lower Bales With 2 Stakes Per Bale. EL E VA TION EL E VA TION T YPE 11 T YPE I S YN THE TIC BALES OR BALE TYPE BARRIERS FOR UNPAVED DITCHES NOTES FOR SYNTHETIC BALES OR BALE TYPE BARRIERS 1. Type I and 11 Synthetic Barrier should be spaced in accordance with Chart 1, Sheet 1. 2. Bales shallbe trenched J" to 4" and anchored with 2-1" x 2" eor 1" dic.) x 4' wood stakes. Stakes of other materialor shape providing equivalent strength may be used if approved by the Engineer. Stakes other than wood shallbe removed upon completion of the project. J. Rails and posts shallbe 2" x 4" wood. Other materials providing equivlolent strength may be used if approved by the Engineer. 4. Adjacent bales shollbe butted firmly together. 5. Where used in conjunction with silt fence, bales shollbe placed on the upstream side of the fence. 6. Bales to be paid for under the contract unit price for Synthetic Bales, LF. The unit price shallinclude the cost of filter fabric for Type I and II Barriers. Sandbags shallbe paid for under the unit price for Sandbagging, CY. Rock bags to be paid for under the contract unit price for Rock Bags, EA. PRODUCTION WELLS No. 11 AND No. 12 WELL SITE IMPROVEMENTS EROSION CONTROL DETAILS F, DATE: FEBRUARY 2012 MCE PROJ. # 4584-0003 DRAWN QIES DESIGNED BTN CHECKED JSL PROJ. MGR. MSL I SCALE I HORIZONTAL: N A VERTICAL: NA I C-141 rSTATUS: REMSION I ISSUE FOR BID 0