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C506 EROSION CONTROL DETAILS
1.REV PER CARMEL TAC 2/3/2023 AF 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: C506 EROSION CONTROL DETAILSAF AF KG C506 EROSION CONTROL DETAILS 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. EROSION CONTROL BLANKETEROSION CONTROL BLANKETS SEASONAL SOIL SEEDING PROTECTION CHART G B **F E C A */////I/////* *////I////* */////I/////* D */I/ B STABLIZED CONSTRUCTION ENTRANCECONCRETE WASHOUT AREA A SILT FENCE SECTION SAW CUT LIMITS (IF APPLICABLE) CONSTRUCTION SITE LIMITS OF CONSTRUCTION / DISTURBED AREA FLO W F L O W FLOWFLOWCONSTRUCTION LIMITS 16 INCH MIN. 48 INCH MAX. SILT SOCK 24 INCH MIN. SILT SOCK SILT SOCK SILT SOCK 24 INCH MIN. 8 IN. - 24 IN. 8 IN. - 24 IN. OVERLAP DIRECTION BASED ON FLOW DIRECTION (TYP.) NOTE: DISTANCE MAY EXCEED 48 INCHES UNDER SPECIAL CIRCUMSTANCES (EX. SPACE RESTRICTIONS, SLOPE, GRADE, ETC.) SPACING EXCEPTION MUST BE APPROVED BY FIELD INSPECTOR OR ENGINEER PRIOR TO INSTALLATION. PLAN VIEW SILT SOCK LOW FLOW & FLAT OR SHALLOW SLOPE INSTALLATION HIGH FLOW OR SLOPE > 4:1 INSTALLATION FLOW FLOW DISTURBED AREA LIMITS SILT SOCK - MAINTAIN INTIMATE CONTACT FOR ENTIRE LENGTH (TYP.) SILT SOCK CAN BE SET SLIGHTLY ENTRENCHED FOR STABILITY IF NECESSARY SILT SOCK MIN. 1 IN. x 2 IN. x 24 IN. STAKE OR 5 8 IN. x 24 IN. REBAR EMBEDDED A MINIMUM OF 8 INCES INTO GROUND / PAVEMENT 6 FT. MAX. SPACING (UNLESS OTHERWISE SPECIFIED BY MANUFACTURER) NOTES: 1.THE MANUFACTURER'S GUIDELINES SHALL BE USED IN CONJUNCTION WITH THIS DETAIL WHEN INSTALLING & MAINTAINING THESE MEASURES. IF CONFLICTS ARISE BETWEEN THE TWO, THE MANUFACTURER'S GUIDELINES SHALL GOVERN. 2.IF SILT SOCK INSTALLED UNDER LOW FLOW & FLAT OR SHALLOW SLOPE CONDITIONS & DURING INSPECTION IT IS DETERMINED THE SILT SOCK IS UNSTABLE AND / OR MOVING, STAKES OR REBAR SHALL BE INSTALLED OR THE SILT SOCK CAN BE SLIGHTLY ENTRENCHED TO SECURE SILT SOCK MEASURES. 3.SILT SOCK SHALL BE INSTALLED AS CLOSE TO THE CONSTRUCTION LIMITS / DISTURBED AREA AS POSSIBLE. SILT SOCK PERIMETER PROTECTION DETAIL SECTION NTS PLAN NTS NOTES: 1.ALL MATERIAL TO MEET SPECIFICATIONS. 2. FILTER MEDIA TO MEET APPLICATION REQUIREMENTS. 3. FILTER MEDIA TO BE DISPERSED ON SITE, AS DETERMINED BY ENGINEER. SiltSoxxTM for Sediment Control on Pavement (Detail provided by SiltSoxx Website) SiltSoxxTM (8" , 12", or 18" TYPICAL) AREA TO BE PROTECTEDWORK AREA (DISTURBED AREA) WORK AREA AREA TO BE PROTECTED SiltSoxxTM (8", 12", 18" TYPICAL) WATER FLOW Pavement or Impervious Surface Concrete blocks or sand bags sized as needed (10' O.C.) Concrete blocks or sand bags sized as needed (10' O.C.) DISTURBED AREA LIMITSFLOW FLOW**Approved Silt Sock Product The SiltSoxx application / installation detail (above) to be used in conjunction with the installation practices as shown on the adjacent detail to the left.