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Home My WebLink AboutC300 Erosion Control Plan-C300SAND TRAPS SAND TRAPS SAND TRAP855853854853853 8 5 2 851849 8 52 852 85085085084984884784 5 851851852 852852853853847 847847 848849T.P. T.P. T.P. T.P.R40R20X3R24 R30 R18 R30R20R24 R24R24X2R36R12X2R4 8R24_PINER18_PINER8X5_MAPLER6R8X4 R6X6R6X2R8R8X2R8X2R6CL UST E R R6CL UST E R R24MOHAWK WB LLC * * ** ** 12"x8" TEE TEMP. HYDRANT TEMP. HYDRANT 8" VALVE 12" D.I.HYDRANT HYDRANT HYDRANT 8" VALVE East City Center Drive Kinzer AvenueEast Auman DriveEX. 10' ASPHALT PATH EX . 10' ASPHALT PATHEX. 5' SIDEWALKEX. 10' BIKE LANEEX. 5' SIDEWALKEX. 10' BIKE LANEEX. 5' SIDEWALKEX. 10' BIKE LANE64 65 67 68 69 Lot 90 70 71 72 73 74 EX. 4' MH #807 T.C.=849.59 8" S.D.R. 35 P.V.C S INV.=841.92 EX. 4' MH #806 EX. MANHOLE #414A T.C.=850.92 15" R.C.P. S INV.=844.19 12" R.C.P. N INV.=844.29 12" R.C.P. W INV.=845.64 EX. CURB INLET #418 T.C.=851.00 12" R.C.P. S INV.=846.81 EX. CURB INLET #417 T.C.=851.23 12" R.C.P. N INV.=846.49 12" R.C.P. E INV.=846.39 EX. CURB INLET #420 T.C.=849.53 12" R.C.P. E INV.=845.56 EX. CURB INLET #419 T.C.=849.71 12" R.C.P. W INV.=845.34 12" R.C.P. S INV.=845.24 EX. CURB INLET #459 T.C.=849.02 12" R.C.P. SW INV.=845.10 EX. MANHOLE #414 T.C.=848.72 15" R.C.P. N INV.=843.50 15" R.C.P. S INV.=843.40 12" R.C.P. W INV.=843.80 EX. CURB INLET #416 T.C.=848.58 12" R.C.P. E INV.=844.48 EX. CURB INLET #415 T.C.=848.63 12" R.C.P. W INV.=844.00 12" R.C.P. E INV.=843.90 EX. CURB INLET #458 T.C.=848.32 12" R.C.P. NE INV.=844.35 12" R.C.P. W INV.=844.25 EX. CURB INLET #456 T.C.=847.87 12" R.C.P. E INV.=843.11 24" R.C.P. S INV.=841.34 24" R.C.P. N INV.=841.44 EX. CURB INLET #457 T.C.=847.83 24" R.C.P. S INV.=841.97 EX. CURB INLET #426 T.C.=845.78 15" R.C.P. E INV.=840.46 18" R.C.P. SE INV.=840.36 EX. CURB INLET #413 T.C.=845.74 15" R.C.P. N INV.=840.90 15" R.C.P. W INV.=840.80 EX. MANHOLE #453 T.C.=844.67 24" R.C.P. N INV.=839.80 27" R.C.P. S INV.=839.70 12" R.C.P. E INV.=839.80 EX. CURB INLET #454 T.C.=844.89 12" R.C.P. W INV.=840.38 SF S F SFSFSFTEMP. SOIL STOCKPILE SF SF SF SFSFSF SF SFSF SF SF SF SF SF SF SFSFSFSF SFSFSFSF SFSF SFSF SFSF SFSF SF SF SF SF SF SF SF S F S F SFSFSF SF SF SFSFSFSFSFSFSFSFSF SFSFSFSF SFSF SF SF SF SF SF SF S F SFSF SFSFEARTHWORK CONTRACTOR SHALL INSTALL 20' x 150' MIN. STONE ACCESS DRIVE PRIOR TO CONSTRUCTION POSTING SIGN LOCATION CONCRETE WASHOUT AREA CONSTRUCTION DUMPSTER FUEL OIL TANK (DOUBLE WALL) PORT-O-LET 8 3 9 838835834833.65833.84 835.30835.00T.P.833.02832.38T.P.R18R1 2R12R4R4R4 R4R20 X3 T.P.R4R4T.P. T.P.R4EX. SANITARY MANHOLE TC=834.32' 8" CLAY INV.=829.72' N 6" CLAY INV.=829.72' E EX. SANITARY MANHOLE TC=833.15' 8" CLAY INV.=828.66' N INV.=828.66' S EX. SANITARY MANHOLE INV.=827.71' N INV.=827.71' S EX. SANITARY MANHOLE TC=839.22' 10" CLAY INV.=833.32' SW INV.=833.32' N 6" CLAY INV.=834.52' S 20'842MOHAWK WB LLC GOLFVIEW DRIVE SAND TRAPS fview Driv e Kinzer AvenueEX. SANITARY INV.=826.29' W INV.=825.96' N INV.= 824.24' E APARTMENT BUILDINGEX. CURB INLET #44 T.C.=838.52 12" R.C.P. NE INV.=836.17 EX. CURB INLET #461A T.C.=838.42 12" R.C.P. NE INV.=833.80 EX. END SECTION 21" R.C.P. SE INV.=832.76 10SFSF SFSF SF SF SF SF SFSFSFSF SF SFSFSFSF SFSFSFSFSFSF DATE MARK REVISIONS BYCERTIFIED: S & A JOB NO. SHEET NO. DRAWN BY: CHECKED BY:THIS DRAWING IS NOT INTENDED TO BEREPRESENTED AS A RETRACEMENT ORORIGINAL BOUNDARY SURVEY, A ROUTESURVEY OR A SURVEYOR LOCATIONREPORT.S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942INITIAL STORM WATER POLL. & PREV. PLANC300 1" = 50 FT LEGEND Denotes Silt Fence Denotes Construction Limits Temporary "Coconut Fiber Mat" or Below Grade " Drop Inlet Protection Basket" Temporary "Drop Inlet Protection Basket", "Sediment Control Devices" SF SF SF 65840BKM-Sec 2-3-4SECTIONS 2, 3, & 4ADG JSL CLAY TOWNSHIP HAMILTON COUNTY, INDIANA03/20/2019DP I T E S G E E O TS R P RTE WLE D EHVADI R J .ADNINAI EEG NIRENOILA NSFEPROSTATE OF S File Name: S:\65840BKM-S3\DWG\C300 Erosion Control Plan.dwg - C300Modified / By: September 29, 2020 8:57:03 AM / dmetzPlotted / By: October 6, 2020 8:58:15 AM / Andre GuyonGRAMERCY WESTREVISED PER TAC COMMENTS ADG05/08/19 REVISED PER TAC COMMENTS ADG09/27/19 REVISED PER CLIENT COMMENTS DSM10/16/19 REVISED PER CITY OF CARMEL COMMENTS DSM12/12/19 REVISED PER CITY OF CARMEL COMMENTS DSM12/30/19 REVISED PER CLIENT COMMENTS DSM01/13/20 REVISED SWALE PER CARMEL COMMENTS DSM04/16/20 RAISED SITE 0.80 FT FOR DIRT BALANCE ADG09/24/20 FOR EROSION CONTROL ONLY. THIS SHEET TO BE USED PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL: TIM BERRY PHONE: (317) 564-7301 9.) GENERAL CONSTRUCTION SEQUENCE 1. The contractor shall schedule a Pre-construction meeting with the City of Carmel prior to any constructing on the site being started. The contractor and/or developer shall notify IDEM and the City of Carmel 48 hours prior to start of construction. 2. Following the required pre-construction meeting the contractor shall construct the “posting information center” on the Northeast side of the proposed construction entrance. The location of the posting information center is shown on Sheet C300 & C302. The posting information center is the location where a copy of the approved IDEM Rule 5 Permit, Approved SWPP Plan, signed O&M Manual and Maintenance Logs are to be located. The contractor shall proceed to construct the construction entrance after all posting requirements have been met. 3. Immediately following the installation of the construction entrance, the contractor shall construct the maintenance and refueling area. Please refer to the maintenance and refueling area detail on Sheet C307. 4. After the maintenance and refueling area is constructed, the contractor shall construct the concrete washout area per the specifications on Sheet C307. Concrete washout shall not be required if concrete truck is equipped with self-contained chute system, similar to system provided by Enviroguard, or approved equal. 5. Prior to any earth moving the contractor shall install all silt fence as shown on Sheet C300 - C305. The details and specifications for silt fence installation are located on Sheet C307. 6. The contractor shall protect all existing inlets with drop inlet protection baskets and fiber mats as shown on Sheet C300 - C303. The details and specifications for the drop inlet baskets and fiber mats on Sheet C307. 7. When the “existing” site/construction limits are completely stabilized, the contractor shall start stripping the existing top soil within the construction limits. 9. The contractor shall proceed to grade the site. The material to grade the site shall be excavated per the proposed cut & fills as shown on Sheet C200 - C202, & C204. 10. The Contractor shall install the proposed erosion control blanket in all swales as shown on Sheet C304 & C305. The details and specifications for the erosion control blanket can be found on Sheet C308. 11. Contractor shall excavate around the existing sanitary manholes #805 & #807 and expose the proposed connection point for the gravity sanitary sewer for this project. 12. The proposed storm sewer and sanitary sewer shall be installed concurrently with each other when crossings are encountered. 13. Contractor shall install water main. The trench area shall be seeded and mulched immediately following the installation of the water main. 14. The contractor shall prepare the sub-grade for the proposed road system. If lime stabilization is the method chosen, dust shall be kept to a minimum. Dust shall be removed from the construction vehicles prior to leaving the site. 15. Contractor shall install all concrete roll curb. 16. Contractor shall install all asphalt pavement. 17. Contractor shall have all other appropriate utilities installed. It is ultimately the responsibility of the contractor to ensure that the trench area is seeded and mulched immediately following the installation of each utility. 18. The contractor shall permanent seed all areas between the back of curb and the constructed pads and all other areas that are illustrated on Sheets C304 & C305. The seed mixture and rate can be found on Sheet C304 & C305. 19. The contractor shall schedule a site inspection with the City of Carmel to ensure that the site is stabilized. After the inspector approves the site conditions the contractor shall remove all temporary erosion control practices. 20. The post-construction erosion control practices then become the responsibility of the developer of this project. 21. The developer of this project shall continue to monitor this site for good house keeping on the post-construction BMP's until a NOT is filed with IDEM. 12/04/20