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HomeMy WebLinkAboutC501 INITIAL CONTROLS SWPPPLAKEFRONT COURT LAKEFRONT COURTCARM E L D R I V E IP SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFCONSTRUCTION STAGING AREA (6" COMPACTED #53s) CW SUB SF SF SF SF CL CL CL CL IP PROJECT NO. CHECK:DRAWN: PLAN DATE: DESIGN: STATE OF No. PE10707583 OO14020 Mississinewa Drive Carmel, Indiana 46033 P: 317.324.8695 F: 317.324.8717 www.Fritz-Eng.com Fritz Engineering Services, LLC REVISIONS AND ISSUES BYDATE CLIENT: PROJECT: PROJECT LOCATION: GENERAL NOTES / LEGEND: SECTION, TOWNSHIP, RANGE: LAKEFRONT COURT 2 CARMEL SCIENCE & TECHNOLOGY PARK DAVID RAUSCH STUDIO 170 S. MAIN STREET ZIONSVILLE, IN 46077 5/18/2022 2204001 LAKEFRONT COURT CARMEL, INDIANA 46032 HAMILTON COUNTY NW 1 4, S36 , T18N, R3E SHEET NAME SHEET NO. PRELI MI N A R Y NOT F O R CONS T R U C TI O N ©2022 FRITZ ENGINEERING SERVICES, LLCC501 INITIAL CONTROLS SWPPP 1.REV PER TAC COMMENTS 7/7/2022 AF AF AF KG 00 20'40' SCALE: 1" = 20' N "IT'S THE LAW" R Know what's below. Call before you dig. 2 WORKING DAYS BEFORE YOU DIG. KEY NOTES: IP DROP INLET PROTECTION CE CONSTRUCTION ENTRANCE PS PERMANENT SEEDING TS TEMPORARY SEEDING EB EROSION CONTROL BLANKET WITH PERMANENT SEEDING SS SOIL STOCKPILE SF SILT FENCE CL CONSTRUCTION LIMITS CW CONCRETE WASHOUT SUB ASPHALT PAVEMENT SUBBASE XX SF PRIOR TO CLEARING AND GRADING AFTER FINISH GRADING AFTER ROUGH GRADING ALONG WITH ROUGH GRADING PRIOR TO CLEARING AND GRADING PRIOR TO CLEARING AND GRADING PRIOR TO CLEARING AND GRADING AFTER EACH INLET IS PLACED AFTER FINISH GRADING AFTER FINISH GRADING AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED AFTER FINISHED GRADING AROUND FINISHED UNITS AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED INSTALLATION SEQUENCEMAINTENANCE N/A N/A N/A UNITS FINISHED AS NEEDED WATER AS NEEDED WATER AS NEEDED WATER AS NEEDED REMOVAL OF SILT PERIMETER REMOVAL OF INLET PROTECTION REMOVAL OF STRAW BALES SEED, SOD & LANDSCAPE AROUND INLET PROTECTION STRAW BALES EROS.CONTROL MATTING / BLANKETS PERMANENT SEEDING TEMPORARY SEEDING TEMPORARY DIVERSIONS STONE CONSTRUCTION ENTRANCE SILT PERIMETER PROTECTION EXISTING INLET PROTECTION TREE PROTECTION EROSION CONTROL MEASURE WEEKLY, AFTER STORM EVENTS AND AS NEEDED WEEKLY, AFTER STORM EVENTS AND AS NEEDED WEEKLY, AFTER STORM EVENTS AND AS NEEDED WEEKLY, AFTER STORM EVENTS AND AS NEEDED WEEKLY, AFTER STORM EVENTS AND AS NEEDED WEEKLY, AFTER STORM EVENTS AND AS NEEDED WEEKLY, AFTER STORM EVENTS AND AS NEEDED EROSION CONTROL MAINTENANCE SCHEDULE - SEE CHART FOR MAINTENANCE REQUIREMENTS* * THE INDIANA STORM WATER QUALITY MANUAL & CITY OF CARMEL STANDARDS SHALL BE USED IN CONJUNCTION WITH THIS SET OF EROSION CONTROL PLANS. EROSION CONTROL PROJECT INFO TOTAL SITE AREA = 0.96 ACRES DISTURBED AREA = 0.86 ACRES THE CONTRACTOR IS RESPONSIBLE FOR ALL INSTALLATION AND MAINTENANCE OF EROSION CONTROL AND STORM WATER POLLUTION PREVENTION FOR THE PROJECT AREA: Name: DAVID RAUSCH STUDIO c/o DAVID RAUSCH Address: 170 S. MAIN STREET Phone: (317) 873-4970 Email: DAVID@DAVIDRAUSCH.COM List of Qualifications: Contractor is to inform CITY OF CARMEL of whom this stormwater pollution prevention individual is at the pre-construcion meeting, prior to any earth disturbing & construcion activities. EROSION CONTROL SEQUENCE & PROCEDURES *THESE EROSION CONTROL MEASURES, SEQUENCES AND PROCEDURES SHALL APPLY TO ALL PHASES OF THE PROJECT, INCLUDING THE INITIAL / PRE-CONSTRUCTION PHASE, DURING CONSTRUCTION PHASE, AND POST CONSTRUCTION PHASE. 1.Contractor shall schedule a Pre-Construction Meeting with the CITY OF CARMEL Stormwater Management Dept.) 317-873-4544 2.The following erosion control measures shall be in place prior to any land disturbing activities: 2.1.Create a stabilized construction entrance. 2.2.Install Temporary Inlet Protection Measures on existing storm inlets. 2.3.Install Temporary Silt Fence and/or Silt Sock Protection as shown on approved plans. 2.4.Install Temporary Construction Washout as required. 2.5.Install Temporary check dams and sediment basins as required. 3.Contractor shall contact the CITY OF CARMEL for an initial Erosion Control Inspection to obtain full sign off on the Improvement Location Permit prior to earthwork activities. 4.The contractor shall control waste, garbage, debris, wastewater, and other substances on the site so they will not be transported from the site by the action of wind, storm water runoff, or other forces. Proper disposal or management of all wastes and unused building material appropriate to the nature of the waste or material is required. 5.Public or private roadways shall be kept clear of accumulated sediment. All sediment that is cleared must be returned to the likely point of origin or other suitable location. Clearing of large amounts of sediment shall not include flushing the area with water. 6.Minimize the exposure of bare earth by limiting the work area to that necessary to perform the work, and by proper scheduling of manpower and equipment. 7.All erosion and sediment control measures shall be inspected, cleaned, and maintained following each storm event. 8.Wherever possible, maintain existing vegetative cover. Use non-vegetative material including mulch, erosion blankets, or stone to control erosion from disturbed areas. 9.A log shall be maintained of all inspections (weekly, and following storm events), maintenance and repair of erosion and sediment control measures. The log shall be maintained on site and be available upon request to the owners representatives and the operating authorities having jurisdiction over the site. 10.Once land disturbing activities begin, the following practices shall be provided: 10.1.The Trained Individual shall make weekly site inspections and after every rainfall event of 0.5 inches and greater. 10.2.Positive drainage shall be maintained at all times. Contractor shall ensure the downstream drainage system and adjacent properties are not receiving sediment/debris laden runoff. If additional measures are necessary to protect adjacent properties or the downstream drainage system, the Contractor shall notify the Engineer and implement the necessary measures immediately. 10.3.Once earth disturbing activities begin, the adjacent roadways, adjacent drives and parking lots shall be continuously monitored for sediment tracking. If sediment is found, immediate action is required to clean the offsite areas and the current erosion control practices will need to be inspected and modified accordingly to prevent any further sediment from leaving the project site. 10.4.Once the new storm structures/pipes are is in place, the appropriate type of inlet protection measures shall be placed. 10.5.As surface types change, perimeter silt protection may need to be modified or replaced with a different perimeter protection. Update and replace perimeter silt protection as needed and required per these plans and site conditions / restraints. 10.6.Continued monitoring of all exposed areas shall be performed in order to verify the surrounding areas are not becoming sediment laden from construction activities onsite. 10.7.As the construction occurs, disturbed areas shall be stabilized as soon as they are at finished grade or will be left bare for more than 15 days. 10.8.Provide final grade stabilization upon final grading of all areas including erosion control blanketing, seeding and sodding as appropriate. 10.9.Storm sewers that become silted due to construction activities shall be cleaned with a jet vacuum and the material properly disposed of. 10.10.As the existing swales and ditches are removed or graded away, the temporary check dams, filter dams, and sediment basins may be removed (unless noted otherwise on the plans) along with their retained debris, pollutants, and sediment. All material shall be disposed of off site at an approved location. 11.After site preparation, demolition, clearing and mass earthwork phases are complete and prior to infrastructure, building, and fine grading construction begins: 11.1.The perimeter erosion control practices (silt fence, construction entrance, check filter dams, temp. sediment basins, etc.) shall be examined, cleaned, and reinstalled if damaged. Some practices may need to be relocated or changed for the proposed site layout or per construction phases. (See Erosion Control Plans). 11.2.Relocate staging area if needed due to site configuration. 11.3.Install a Temporary Concrete Washout if not done already. 11.4.Once the new storm structures/pipes are is in place, the appropriate type of inlet protection measures shall be placed. 11.5.Continued monitoring of all exposed areas shall be performed in order to verify the surrounding areas are not becoming sediment laden from construction activities onsite. 11.6.As the construction occurs, disturbed areas shall be stabilized as soon as they are at finished grade or will be left bare for more than 15 days. 11.7.Provide final grade stabilization upon final grading of all areas including erosion control blanketing, seeding and sodding as appropriate. 11.8.Storm sewers that become silted due to construction activities shall be cleaned with a jet vacuumed and the material properly disposed of. 11.9.Temporary silt fence to be installed around pond and maintained until open areas contributing to direct sheet flow to pond have been stabilized. Only once these open areas are properly and permanently stabilized can this temporary silt fence be removed and disposed of properly. 11.10.Minimize erosion from exposed areas by providing and maintaining temporary or permanent stabilization measures. Erosion control measures to protect exposed areas shall be installed at the end of the day's work or within 24 hours of the completion of the earth disturbing activity, as applicable for the type of measure. 11.11.All disturbed areas shall be seeded and/or stabilized upon completion of the earth disturbing activity. 12.All graded areas (lawns, banks, mounds, etc.) with slopes equal to or steeper than 6h:1v shall be stabilized with an erosion control blanket unless noted otherwise. All constructed swales channels shall be stabilized with an erosion control blanket to the top of the bank. Soil stockpiles shall be seeded and mulched to minimize erosion. 13.All other lawn and planting areas shall be seeded and stabilized with an anchored, crimped or tackified mulch and seed mixture. 14.Areas to be paved shall be stabilized with a temporary stone cover. The temporary stone stabilization shall be equivalent to the proposed stone sub-base material. Adequate sub-base depths shall be maintained during construction, verified and restored, if necessary, prior to final paving. Stone stabilization shall be installed per the paving specifications and details. 15.Install pipe and grate inlet protection measures and pipe outlet protection as new pipes or pipe extensions are installed. Limit excavation to the work that can be performed that day. Trenches shall be seeded and mulched as part of the backfill operation. 16.Install inlet protection measures to prevent debris and sediment from entering storm system. check weekly and after each storm event for debris and sediment. Clear blockages as identified. Torn, damaged or ineffective measures shall be replaced. 17.Soil stockpiles shall have appropriate perimeter protection to prevent sedimentation of the surrounding acres. Any stock pile that will not be disturbed for 15 days or longer shall be seeded and protected with mulch or erosion control blanket. 18.All disturbed areas where work will potentially cease for 15 days or longer shall be seeded and stabilized immediately upon completion of the activity. 19.Erosion and sediment control measures shall be maintained until the site is 95% stabilized. 20.Construction Phase BMP's shall remain in place and continue to be inspected until the entire site has reached the minimum vegetative cover, 70% established. 21.Once construction is complete and prior to the contractor handing over the project to the owner, the contractor shall clean all debris, pollutants, and sediment from the storm sewers. 22.Once construction is complete and prior to the contractor handing over the project to the owner, the contractor shall clean all debris, pollutants, and sediment from the detention pond and remove the outlet structure rock check dam. Contractor to stabilize wet detention pond after clean out. 23.Upon the site reaching the required minimum established vegetative cover, the IDEM Rule 5 Notice of Termination shall be submitted to the MS4 Department for approval prior to submitting it to IDEM if required. EROSION CONTROL NOTES: 1.All disturbed areas shall be restored to initial / pre-construction conditions and grades. All flow lines shall be re-established and vegetative cover restored. Contractor may be required to extend vegetative restoration period to warmer months to ensure seed germination. 2.All erosion control practices shall be in accordance with the "Indiana Storm Water Quality Manual" and the SCS "Field Office Technical Guide". 3.The governing municipality has the right to require additional erosion control measures in the field as conditions warrant. 4.The storm water quality unit shown on these plans shall be the unit installed during the development of this property. No substitutions shall be permitted. 5.No soil will be removed or disposed of from the grading site. 6.There shall be no dirt, debris, or storage of materials in the street or alleyways. 5.Additional erosion and sediment control measures may be required by the inspector. 5.Copies of the letter of intent and response from CITY OF CARMEL office for General Permit compliance, when required. 6.All erosion control materials shall be approved by CITY OF CARMEL prior to installation. 7.All proposed erosion and sediment control shall be in conformance with the CITY OF CARMEL Stormwater Design and Specifications Manual, latest edition. Discrepancies between the plans and the manual shall not alleviate the contractor from adhering to the requirements set forth in the manual. 1. EROSION CONTROL PLAN MUST BE EXECUTED BEFORE COMMENCING WITH CONSTRUCTION. 2. ALL EROSION CONTROL MATERIAL NEEDS TO BE APPROVED BY THE CITY INSPECTORS PRIOR TO INSTALLATION. CONTRACTOR TO KEEP EXISTING PAVEMENT SURROUNDING THE SITE (CARMEL DRIVE & LAKEFRONT COURT) "BROOM CLEAN" AND FREE OF SOIL OR AGGREGATE THAT MIGHT BE BROUGHT OFF-SITE. DEPENDING ON THE CONSTRUCTION SEASON, MOISTURE CONTENT AND PROPERTIES OF THE SOILS ON SITE, CHEMICAL MODIFICATIONS AND/OR LIME STABILIZATION MAY BE REQUIRED. SEE SHEET C901 FOR SPECIFICATIONS. ALL CONCRETE PIPE JOINTS SHALL BE CONTINUOUS O-RING RUBBER GASKET CONFORMING TO ASTM C 443 GENERAL NOTES EROSION CONTROL NOTES ALL STORMWATER DRAINAGE CASTINGS SHALL BE LABELLED WITH ENVIRONMENTAL MESSAGING "NO DUMPING, DRAINS TO WATERWAY" CAST IN RAISED OR RECESSED LETTERS AT A MIN. 1-INCH HEIGHT.A SYMBOL OF A FISH SHALL ALSO BE CAST WITH THE LETTERS STORM SEWER INLET NOTE ALL STORM SEWER INFRASTRUCTURE TO BE CONSTRUCTED WITH THIS PROJECT SHALL BE PRIVATELY OWNED AND MAINTAINED BY BALDWIN CAPITAL. STORM SEWER SYSTEM NOTE DO NO USE FERTILIZER CONTAINING PHOSPHOROUS (12-12-12) UNLESS SOIL TESTS INDICATE A PHOSPHOROUS DEFICIENCY FERTILIZER NOTE WHERE REQUIRED, CRIMPED/ANCHORED MULCH OR MULCH WITH A TACKING AGENT SHALL BE USED. THE APPLICATION RATE SHOULD MEET GUIDLINES PER PRACTICE 3.15 OF THE INDIANA HANDBOOK FOR EROSION CONTROL IN DEVELOPING AREAS. MULCH NOTE INSTALL TEMPORARY SEEDING AFTER A SPECIFIC STAGE OF CONSTRUCTION HAS BEEN COMPLETED (TEMPORARY OR FINAL) WHERE AREAS WILL BE IDLE OF CONSTRUCTION ACTIVITIES FOR A PERIOD OF 15 DAYS OR MORE. SEEDING NOTE PRINTED BY: Ashton FritzDATE: 7/8/2022 3:07 PMSHEET SIZE, SCALE: ANSI FULL BLEED D (34.00 X 22.00 INCHES), 1:1FILE NAME: F:\2022\2204001 - LAKEFRONT COURT 2\02 CIVIL\PLANS\C501.DWG, LAYOUT: C501