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HomeMy WebLinkAboutC501 INITIAL EROSION CONTROLS SWPPPEEEEEEEEEEUS 421 (MICHICAN ROAD)N85°28'09"E 387.12'S20°32'51"E 151 .67 ' S85°28'08"W 325.06'S04°31'52"E 33.57'S85°28'09"W 101.91'R=122.00'L=65.94'N00°23'46"E 115.74'REDD ROADIP IP CE CL SP SP CL CL CL SP SP SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SFSFSF SF SF SF SFSFSFSFSFSFSF SF SF SF CW CONSTRUCTION STAGING AREA (6" COMPACTED #53 s ) IP 00 20'40' SCALE: 1" = 20' N PRINTED BY: Ashton FritzDATE: 2/3/2023 10:23 AMSHEET SIZE, SCALE: ANSI FULL BLEED D (34.00 X 22.00 INCHES), 1:1FILE NAME: F:\2022\2211004 - SECURITY FEDERAL BANK CARMEL\02 CIVIL\PLANS\C501.DWG, LAYOUT: C501 INITIAL EROSION CONTROLS SWPPP1.REV PER CARMEL TAC 2/3/2023 AF 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 AND STORM SEWER CONSTRUCTION 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 CHECK DAMS SEED, SOD & LANDSCAPE AROUND INLET PROTECTION RIP-RAP PROTECTION EROS.CONTROL MATTING / BLANKETS PERMANENT SEEDING TEMPORARY SEEDING TEMP. DIVERSIONS & CHECK DAMS 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 AFTER STORM EVENTS AND AS NEEDED WEEKLY, AFTER STORM EVENTS AND AS NEEDED EROSION CONTROL MAINTENANCE SCHEDULE - SEE CHART, NOTES AND DETAILS FOR MAINTENANCE REQUIREMENTS* * AF AF KG C501 INITIAL EROSION CONTROLS SWPPP 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: SECURITY FEDERAL BANK CARMEL HOKANSON COMPANIES 10201 N. ILLINOIS ST. STE 400 CARMEL, IN 46290 12/21/2022 2211004 10880 N. MICHIGAN RD. CARMEL, INDIANA 46077 HAMILTON COUNTY NW 1 4, S6, T17N, R3E SHEET NAME SHEET NO. PRELI MI N A R Y NOT F O R CONS T R U C TI O N ©2023 FRITZ ENGINEERING SERVICES, LLC"IT'S THE LAW" R Know what's below. Call before you dig. 2 WORKING DAYS BEFORE YOU DIG. THE INDIANA STORM WATER QUALITY MANUAL AND CITY OF CARMEL STANDARDS SHALL BE USED IN CONJUNCTION WITH THIS SET OF EROSION CONTROL PLANS. THE CONTRACTOR IS RESPONSIBLE FOR ALL INSTALLATION AND MAINTENANCE OF EROSION CONTROL AND STORM WATER POLLUTION PREVENTION FOR THE PROJECT AREA: NAME: HOKANSON COMPANIES C/O STEVE BOLTON ADDRESS: 10201 N. ILLINOIS ST. STE 400, CARMEL, IN. PHONE: 513.254.5765 EMAIL: SPB@HOKANSON.INC 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 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 Rule 5 compliance shall be provided onsite, 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. 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 and Requirements, latest editions. Discrepancies between the plans and the manual shall not alleviate the contractor from adhering to the requirements set forth in the manual. **FOR ADDITIONAL EROSION CONTROL INFORMATION AND NOTES, SEE SHEET C504 & C505. KEY NOTES: IP INLET PROTECTION CE CONSTRUCTION ENTRANCE PS PERMANENT SEEDING TS TEMPORARY SEEDING EB EROSION CONTROL BLANKET WITH PERMANENT SEEDING SP SILT PERIMETER PROTECTION (SILT SOCK) SF SILT FENCE CL EROSION CONTROL LIMITS CW CONCRETE WASHOUT SUB PAVEMENT SUBBASE LA LANDSCAPE PLANTING AREA SEE SHEET L101 FOR PERMANENT E.C. MEASURE RP OUTLET RIP-RAP PROTECTION CD ROCK CHECK DAM XX SF SP 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 "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