Loading...
HomeMy WebLinkAbout0825.96.5r Imo_ — I i //10k STRAW BALES SILT FENCE - I r o STRAW BAKES I / El _ 3 / SILT ENCE / oa0000 -- — ---- — — — — — — - - —/ - - - - - -- � -_ - -- - - - -- i /; a I� BLDG. #95 -45 -RL / ° I 44' -6" X 64' -4" FIN. ELV. 891.5 / I ,3 HAY BALES - -- - 0 I I I � 12M GAL. °� 0/ UNLEADED 12M GAL. "D" I � C�b0/ �I / REG. UNLEADED 12M GAL. "C "- / I ' I _ - - _ _PREMIUM- _ - _ - 4M GAL: r8- �I I I I I SILT FENCE/ O DIESEL - - _ - � o 0 al 0 4M GAL. A'r KEROSENP 77��j-� - - — - — - - — - — - — - — - — - — ; — - — - — - — - — - / - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - / -- — - - /- -- — - — - — - — - — - — -.- — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - -- - =/ — — / I HAY BALES / MONTH MICHIGAN (U.S. HWY. #421) s S20 °33'15 'E 196.67'- i / / FA u r GENERAL NOTES: FENCE FABRIC SHALL BE A MINIMUM OF 32" IN W -IDTH AND SHALL HAVE A MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING. FILTER FABRIC SHALL BE MIRAFI 140 FABRIC OR EQUIVALENT. BURLAP CANNOT BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF MORE THAN 30 DAYS. STEEL POST SHALL BE 5' -O" IN HEIGHT AND BE OF THE SELF - FASTENER ANGLE STEEL TYPE. WOOD POSTS SHALL BE 6' -0" TO 7'-0" IN HEIGHT AND 3" TO 4" IN DIAMETER. WIRE FABRIC SHALL BE FASTENED TO WOODEN POST WITH NOT LESS THAN #9 WIRE STAPLES 1 -112" LONG. THE CONTRACTOR SHALL INSTALL ALL SOIL EROSION CONTROL MEASURES PER THIS DRAWING. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN ALL SOIL EROSION CONTROL MEASURES PER THE FOLLOWING MAINTENANCE NOTES. MAINTENANCE NOTES: FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. IF THE FABRIC DECOMPOSES OR BECOMES INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE, AND THE BARRIER IS STILL REQUIRED, THE FABRIC SHALL BE REPLACED PROMPTLY. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT, THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE OR FILTER BARRIER IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM WITH THE EXISTING GRADE, PREPARED, AND SEEDED. CONSTRUCTION SEQUENCE: 1. INSTALL EROSION CONTROL MEASURES INCLUDING STRAW BALES AND SILT FENCE AS SHOWN ON THE SOIL EROSION PLAN. INSPECTION OF EROSION CON ROL MEASURES AS OUTLINED IN NOTES. REPAIRS AND /OR REPLACEMENTS SHALL BE MADE AS NECESSARY. 2. STRIP AND STOCKPILE TOPSOIL. 3. MASS GRADE AS REQUIRED. 4. BEGIN BUILDING CONSTRUCTION, 5. INSTALL SANITARY SEWER AND NATER MAIN. 6. INSTALL STORM SEWER SYSTEM AND DETENTION POND. 7. INSTALL ALL PUBLIC UTILITIES (GAS, ELECTRIC, AND TELEPHONE!. 8. INSTALL ALL PAVEMENT. 9. REDISTRIBUTE TOPSOIL AND LANDSCAPE PER DRAWING #618r -5A AND #6188 -5B. ALL AREAS DISTURBED BY CONSTRUCTION THAT WILL NOT BE PAVED SHALL BE GRADED AND HAVE VEGETATION ESTABLISHED. 10. COMPLETE BUILDING CONSTRUCTION. 11. REMOVE SOIL EROSION CONTROL MEASURES AFTER PERMANENT VEGETATION HAS BEEN ESTABLISHED. NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSURE THAT ALL SOIL EROSION CONTROL MEASURES ARE INSTALLED AND MAINTAINED. SPACE AS DIRECTED BY MANUFACTURER - - - - 1-I- - - - - - - - - - - - - II II - - - - - - - - - - - - +I I' II I+ II �I I+ it II 2" X 2" WOOD STAKE OR SUPERIOR JCE OUND SURFACE iLTER FABRIC ROUND SURFACE TEMPORARY SILT FENCE DETAILS I HUB END ON OUTLET END SECTIONS. SPI " T END ON INLET END SECTIONS. -f-- =L 8-*-] PLAN 3 3 �1 E , �� - - - - -I - - -- -- R[P RS r1� AP "NATURAL GRADE NOTE: MINIMUM H= 2/3 PIPL DIA. 00 a SUBGRADE FOR STRUCTURE TO BE COMPACTED 95% OR GREATER 4"- NO. 5 WASHED STONE ° LAYER OF FILTER FABRIC SECTION "B -B" RIP RAP APRON FOR FARED END SECTION NO SCALE VARIABLE 2 X 2 X 3 STAKES 6'± (TYP.) (NOMINAL) EXIST. GROUND r NOTE: EMBED BALES 4" TO 6" ELEVATION 'T' I'T i� 1nuuii 4nnu VARIABLE LL: u 6' ± ( TYP. 1 MI TI) innni BALE NOTE: STAKE TO BE DRIVEN BETWEEN ti�u BALES AND TWINE. '"I"17) ' TOE OF SLOPE TWINE " No. PE19300359 PLAN s Off: STATE OF / ';'F� • �HD I AMP. '• \�` ///" /0 A t BALED STRAW EROSION CHECK ��'I D'E'TA I LS PREPARED FOR: Emro Marketing Company Springfield, OH 45501 A subsidiary of Marathon Oil Company PREPARED BY: Marathon Oil Company Marketing & Transportation Engineering Dept. Findlay, OH 45840 REVISIONS D�RFTR I n © 1995 EMRO MARKETING COMPANY I SCALE DRFTR CHKR - DGNR { - - -- RVWR FILMD 18-APR -1996 15 :26 ; r—Ik The Convenience Stores of Speedway EROSION CONTROL PLAN 1996 PROPOSED REBUILD 10005 NORTH MICHI-:�AN (U.S. HAMILTON COUNTY CARMEL. INOIINA HWY. #421) 1 " = 20'-0" 7 DAJE F I LE 7329 DAVID ZOLA � 1;�6i96 NO. _ BUD. 1996 YR. -- DWG. G 8333- i ___ - .....,,.:.�.,4 ».. ,.,,..._. -,. �.. ,I - ....,.- ,.._.. -. : ,...�,....,:_,.... .. -.. . -. Deliver plot to: