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Home My WebLink About03090026 C4.0 Erosion Control PlanDESCRIPTION: DETAIL /SH. 4#;''i 1 ;z�*4oi PROPOSED GRAVEL CONST. ENTRANCE DETAIL 01/C4.1 4 A .0. 1 h. PROPOSED EROSION CONTROL MAT DETAIL 02/C4.1 PROPOSED RIPRAP L DESIGNS, rr PROPOSED STRAW BALE INLET PROTECTION DETAIL 04/C4.1 c+ PROPOSED SAND BAG INLET PROTECTION DETAIL 05/C4.1 E PROPOSED DITCH EROSION CONTROL DETAIL 06/C4.1 SF ZERIDIAN LNAPOLIS, DETAIL 07/C4.1 SOIL BOUNDARY CrA CROSBY SILT LOAM. 0 3% SLOPES Br BROOKSTON -SILTY CLAY LOAM s R. /1 0 0 1, ,e, .......),Z0:.(z...•611•1Zi%.. No PE880303 STATE OF /ONA%S li rt1llltlO' c ,4, DATE: 09/1 9/2003 l CUNT th;E'1 &M ARMEL, DWN BY: KRc CHKD. BY: R R H SCALE: 1" 6O' DATE: 09/19/03 PROJECT NUMBER 03-488 DESIGN PHASE DEVELOPMENT PLAN NUMBER C SHEET OF DESCRIPTION: DETAIL /SH. 4#;''i 1 ;z�*4oi PROPOSED GRAVEL CONST. ENTRANCE DETAIL 01/C4.1 4 A .0. 1 h. PROPOSED EROSION CONTROL MAT DETAIL 02/C4.1 PROPOSED RIPRAP DETAIL 03/C4.1 rr PROPOSED STRAW BALE INLET PROTECTION DETAIL 04/C4.1 c+ PROPOSED SAND BAG INLET PROTECTION DETAIL 05/C4.1 E PROPOSED DITCH EROSION CONTROL DETAIL 06/C4.1 SF PROPOSED SILT FENCE DETAIL 07/C4.1 SOIL BOUNDARY CrA CROSBY SILT LOAM. 0 3% SLOPES Br BROOKSTON -SILTY CLAY LOAM <3 ?v" s,n.tory rc.11 inv. s 875.42 ono. 6 79.56,. i' e33 rn h 11 594.49 895.82 i,. 985.99 899- 882.9`/ IT -a9 1 1 d p� G 5 I 6, II v I I I 1 r 1 f r f 1. 1 ,c 1 l 1 t .,01‘ r ;l a 5 .1; 1 h, 1 ,01 0; I ;1 'C q' d 1 1 0 1 p '11 �Qp TM 1 hµ 11' 1't i 1 1 j 1 1 0'r 11;� 1 1 1, 1.11 11 W q, 1 1'111 t-'' ii 1 I 'I' 1 ,I I I e my' ,t r i 0'' 1 V 4 1131--- r�= 892.88 `0 a .c� ��O 156 893.,8 r •0 T aa�.,�t a MIND 01.1F1 C. not,tcry 811 II i STONE CHECK DAM 4 ib 87 5 a 0,0 873.23 \\Z EROSION CONTROL NOTES 1. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. 2. LAND ALTERATION WHICH STRIPS THE LAND OF VEGETATION, INCLUDING REGRADING, SHALL BE DONE IN A WAY THAT WILL MINIMIZE EROSION. 3. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT SOIL SEDIMENT FROM LEAVING THE SITE. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED IF DEEMED NECESSARY BY ON-SITE INSPECTION. 4. SEDIMENT LADEN WATER SHALL BE DETAINED BY EROSION CONTROL PRACTICES AS NEEDED TO MINIMIZE SEDIMENTATION IN THE RECEIVING STREAM. NO STORM WATER SHALL BE DISCHARGED FROM THE SITE IN A MANNER THAT CAUSES EROSION AT THE POINT OF DISCHARGE. 5. WASTES AND UNUSED BUILDING MATERIALS SHALL NOT BE ALLOWED TO BE CARRIED FROM THE SITE BY STORMWATER RUNOFF. PROPER DISPOSAL OF ALL WASTES AND UNUSED BUILDING MATERIALS IS REQUIRED. 6. SEDIMENT BEING TRACED ONTO PUBLIC OR PRIVATE ROADWAYS SHALL BE MINIMIZED. CLEARING OF ACCUMULATED SEDIMENT SHALL NOT INCLUDE FLUSHING WITH WATER. CLEARED SEDIMENT SHALL BE RETURNED TO THE SITE FOR DISPOSAL. 7. SOIL WHICH HAS ACCUMULATED NEXT TO EROSION CONTROL DEVICES SHALL BE COLLECTED AND REDISTRIBUTED ON SITE AFTER EACH RAINFALL EVENT, AND AT LEAST ONCE A WEEK. 8. IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE INTERRUPTED BY WEATHER OR NIGHTFALL, THE PIPE ENDS SHALL BE COVERED WITH FILTER FABRIC. 9. ALL EXISTING STRUCTURES, FENCING, TREES AND ETC., WITHIN CONSTRUCTION AREA SHALL BE REMOVED AND DISPOSED OF OFF SITE. BURNING IS NOT ALLOWED ON-SITE. 10. SCHEDULE OF EARTHWORK ACTIVITIES: a) THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM. THE AREA SHALL BE STABILIZED SOON AS POSSIBLE. TEMPORARY VEGETATION OR MULCHING SHALL BE USED TO PROTECT EXPOSED AREAS IF PERMANENT VEGETATION CANNOT BE SEEDED WITHIN 14 DAYS OR ACTIVITY CEASES FOR MORE THAN 21 DAYS OR AS DIRECTED BY THE ENGINEER. b) TOPSOIL REPLACEMENT SHALL TAKE PLACE FROM MARCH 1 TO OCTOBER 31. STOCKPILE TOPSOIL AT ALL OTHER TIME OF THE YEAR. PERMANENT AND FINAL VEGETATION AND STRUCTURAL EROSION CONTROL DEVICES SHALL BE INSTALLED WITHIN SEVEN (7) DAYS AFTER FINAL GRADING OR AS SOON AS POSSIBLE. tc 893.58 "DON'T DIG BLIND" Survey and boundary information provided by AMERICAN CONSULTING, INC.. Survey dated 11/15/02. "HOLEY MOLEY" SEZ: INDIANA UNDERGROUND PROTECTION SERVICE INC. CALL TWO WORKING DAYS BEFORE YOU DIG 1-800-382-5544 CALL TOLL FREE 1-800-428-5200 FOR CALLS OUTSIDE OF INDIANA UTILITY STATEMENT: The underground utilities shown have been located from field survey information and existing drawings. The surveyor makes no guarantees that the underground utilities comprise all such utilities in the area, either in-service or abandoned. The surveyor further does not warrant that the underground utilities shown are in the exact location indicated although the surveyor does certify that they are located as accurately as possible from information available. The surveyor has not physically located the underground utilities. VICINITY MAP NOT TO SCALE NORTH 1 inch 60 ft. EXISTING LEGEND: DESCRIPTION: EXISTING ASPHALT EXISTING BRICK EXISTING CONCRETE TEMPORARY BENCH MARK SECTION CORNER MONUMENT REBAR FOUND/REBAR SET PK NAIL FOUND POWER POLE GUY WIRE TELEPHONE PEDESTAL TRAFFIC POLE SANITARY MANHOLE BORING STAND PIPE DESCRIPTION: 1)."' elec- WATER VALVE FIRE HYDRANT SIGN MAILBOX BEEHIVE INLET INLET DRAINAGE MANHOLE CURB INLET DECIDUOUS TREE CONIFEROUS TREE OVERHEAD ELECTRIC LINE UNDERGROUND ELECTRIC UNDERGROUND TELEPHONE WATER LINE GAS LINE PROPOSED EROSION CONTROL LEGEND: TOM #10 S.W. BOLT OF FIRE HYDRANT ON E. SIDE OF MICHIGAN ROAD, 150'± S. OF 106th STREET, WEST OF WALGREENS (MICHIGAN ROAD PROJECT) ELEV 895.60 TBM #77 A CHISELED "X" ON TOP OF CURB ON 300'± W. OF MICHIGAN ROAD, N. SIDE NORTHWEST PLAZA S. SIDE NORTHWESTERN DR., CURB ISLAND ENTRANCE TO ELEV 891.30 IBM #7a A CHISELED "X" ON S. SIDE CONC. LIGHT POLE BASE, S. SIDE PEARSON FORD DEALERSHIP, N. SIDE OF 106th STREET, E. SIDE OF ENTRANCE DRIVE, 400'± W. OF MICHIGAN ROAD.