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HomeMy WebLinkAboutC401-SWPPP-PLAN-(INITIAL)-Rev.0E EEEEEE EEEEEEEGGGGGGG GGGG G GG GC C C CC CCE EE E EEEEEEE EWWW W WWW E E E E E E E E E EE E E E EEE EEE G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G GG W W W W OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C E E E E E OHU OHU OHU OHU OHU OHU OH U OH U OH U E E E E E E C C C C C C C C C C C C C C C C C C C C C C C C C C WW W W W W W W W WEEEE EE E W W W WW WW W W WW E E E E E E E E E E W W W W W W E WW W E E E W WW W W W W EEEEE E EEEEW W W W W W W W W W W W W W W W W W W W W W WE E EEE EE E E EE EEEEEEEEEEE EE EEEE E EEWW WW W W W WW WW WFDCW WW W W W WWWW W W W W W W W W W W WIP IP IP IP IP IP IP IP STABILIZED STAGING AREA T T IP IP IP SFSFSFSFSFSFSFSFSFSFSF SF TPTP TP TPTP TPTPTPTP TPTP TPTP TP TP TPTPTP TP TPTPTPTP TP TP TPIP TPTPTP TPTP TP TP TPTP TP TPTPTP TP TP TP TPTP TPTP TP TPTPTP TP SFSFSF SF SF SF SFSF SF SF SF SF SFSF SF SF SFSF SFSF SF SF SF SF SF SF SF SFSFSF TPTP T P IP 1. THE EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE DRAWINGS ARE CONSIDERED THE MINIMUM PRACTICES NECESSARY FOR COMPLIANCE WITH THE NPDES GENERAL PERMIT FOR STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY AS IDENTIFIED UNDER SECTION 327-IAC-15-5 OF THE INDIANA ADMINISTRATIVE CODE. HOWEVER, SITE CONDITIONS, CONSTRUCTION METHODS, SEQUENCING OF WORK AND GENERAL PRACTICE MAY WARRANT VARIATION AND/OR ADDITIONS TO THE QUANTITIES AND LOCATIONS OF MEASURES AS SHOWN. 2. UNLESS OTHERWISE SHOWN, TEMPORARY CONTROL MEASURES SHALL BE REMOVED UPON SATISFACTORY ESTABLISHMENT OF PERMANENT VEGETATION. 3. SEE SHEET C403 FOR DETAILS AND SPECIFICATIONS REFERENCED ON THIS SHEET. 4. PERIMETER CONTROL MEASURES (I.E. SILT FENCE, DIVERSION DITCHES, TREE PROTECTION FENCING) SHALL BE INSTALLED PRIOR TO COMMENCING EARTHWORK ACTIVITIES. 5. IN ADDITION TO THE MAINTENANCE REQUIREMENTS IDENTIFIED FOR INDIVIDUAL MEASURES, ALL EROSION CONTROL MEASURES INSTALLED UNDER THIS PROJECT SHALL BE INSPECTED WEEKLY TO ENSURE THEY ARE FUNCTIONING PROPERLY. MEASURES FOUND TO BE DEFICIENT SHALL BE REPAIRED OR REPLACED IMMEDIATELY THEREAFTER. 6. THE CONTRACTOR SHALL MAINTAIN A STABLE CONSTRUCTION ENTRANCE AT ALL TIMES AND SHALL MAKE EFFORTS TO MINIMIZE THE ACCUMULATION OF SOIL, MUD AND DEBRIS ON ADJOINING ROADWAYS. 7. SYMBOLS FOR INLET PROTECTION MEASURES AND DITCH CHECKS ARE SHOWN LARGER THAN ACTUAL SIZE. 8. DISTURBED AREAS AND STOCKPILES THAT ARE TO REMAIN IDLE FOR MORE THAN 14 DAYS SHALL BE STABILIZED WITH TEMPORARY SEEDING. 9. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BY THE INSPECTOR. 10. PORTABLE TOILETS SHALL BE ANCHORED TO THE GROUND TO PREVENT TIPPING AND SPILLS. 1. EARTH MOVING ACTIVITIES MAY NOT BEGIN UNTIL AFTER ITEMS 2-4 HAVE BEEN COMPLETED. 2. DESIGNATE THE PERSON RESPONSIBLE FOR COMPLYING WITH THE ON-SITE SWPPP. COORDINATE RESPONSIBILITY FOR COMPLETING THE SITE REVIEW AFTER EACH 12" RAINFALL AND A MINIMUM OF ONE TIME A WEEK. 3. POST THE CONTACT INFORMATION AT THE CONSTRUCTION ENTRANCE AS SHOWN ON THE PLANS. INCLUDE A COPY OF THE FISHERS STORM DRAINAGE APPROVAL AND THE CONTACT INFORMATION FOR THE PERSON RESPONSIBLE FOR IMPLEMENTING THE SWPPP. 4. INSTALL SILT FENCE,CONSTRUCTION ENTRANCE, INLET PROTECTION AND CONCRETE WASHOUT AS SHOWN ON THE PLANS. 5. INSTALL PORT-A-LET, AND COVERED CONSTRUCTION DUMPSTER. 6. PERFORM REQUIRED SITE DEMOLITION AND CLEARING. 7. STRIP TOPSOIL AND STORE OFFSITE. 8. PERFORM MASS GRADING FOLLOWED BY UTILITY INSTALLATION. MAINTAIN STORM INLET PROTECTION UNTIL SITE IS STABILIZED AND EROSION WILL NOT LIKELY OCCUR. 9. MAINTAIN ALL INLET PROTECTION, AND SILT FENCING ON THE SITE PROJECT BY CLEANING OUT EVERY WEEK AND AFTER EVERY RAIN EVENT OF 1/2" OR GREATER DEPTH. 10. IF WORK ON SITE WILL STOP FOR 2 WEEKS OR MORE AFTER COMPLETION OF MASS GRADING, INSTALL TEMPORARY SEED AS INDICATED ON THIS SHEET AND SHEET C403. 11. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MAY BE REQUIRED BY THE INSPECTOR. THERE SHALL BE NO DIRT, DEBRIS, OR STORAGE OF MATERIAL IN THE STREET ADJACENT ROADS MUST BE SWEPT DAILY SF TP SCALE: 1" = 20' EROSION CONTROL NOTES EROSION CONTROL LEGEND LINE TYPE / SYMBOL DESCRIPTION LINE TYPE / SYMBOL DESCRIPTION TEMPORARY CONSTRUCTION ENTRANCE 6 INCHES OF 2"-3" COARSE AGGREGATE (20'W x 50'L) Minimum SILT FENCE (SEDIMENT FENCE) TREE PROTECTION FENCE GRADING LIMITS TEMPORARY INLET PROTECTION CONCRETE WASHOUT PRE-CONSTRUCTION SEQUENCING NOTES PORTABLE TOILETS STABILIZED STAGING AREA (STABILIZE WTH #53 AGGRETATE OVER WOVEN GEOTEXTILE OR STABLE VEGETATION AS REQUIRED TO PREVENT SEDIMENT FROM LEAVINGCONSTRUCTION SITE.) T SWPPP PLAN (INITIAL) C401 DRAWING TITLE: CERTIFIED BY: DRAWING NUMBER PROJECT NUMBER REVISIONS: SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions ofthe building, the major architectural elements and the typeof structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described,the trade contractors shall furnish all items required for theproper execution and completion of the work. ISSUE DATE DRAWN BY CHECKED BY© 2018 CSO Architects, Inc. All Rights ReservedKnow what'sbelow. before you dig.Call 2021-09-17 SO, MK & DA KCPARISH LIFE CENTER PROJECT14598 OAK RIDGE RD, CARMEL, IN 4603219038PROJECT:OUR LADY OF MT. CARMELCATHOLIC CHURCH1 REV 2 - OWNER & TAC COMMENTS 10/05/2021 1 1 1 1 1 1 1 1 1 1 1 1 1 GRAVEL BAD SEDIMENT BARRIER (SEE DETAIL) 1 1 1 1 1 1 12/13/21