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HomeMy WebLinkAboutC503 POST CONSTRUCTION SWPPPLAKEFRONT COURT LAKEFRONT COURTCARM E L D R I V E //////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// DUMPSTER ENCLOSURE PROPOSED MEDICAL OFFICE BUILDING 1-STORY 8,100 SF 48.7'8.4'6.3' 62.8'46.4'71.1' 61.7' 3.7'21'58.7'20' BMP ESMT 20' BMP ESMT10'3.7'18.3' PIV GENERATOR VANVAN PS PS FOR PERMANENT E.C. MEASURES IN THIS AREA SEET SHEET L101 CL CL CL CL 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, LLCC503 POST CONSTRUCTION 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 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 (MICHIGAN ROAD & 98TH ST.) "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: C503