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Home My WebLink AboutDPI013.C4.0.SWWPB N w 10' MIN. 10 MIL- PLAN PLASTIC LINING TYPE "ABOVE GRADE" WITH STRAW BALES STAPLES 10 MIL (2 PER BALE) PLASTIC LINING NATIVE MATERIAL (OPTIONAL) SECTION B-B DEVELOPMENT SUMMARY TOTAL SITE AREA = 7.35 ACRES +/- TOTAL DISTURBED AREA = 0.24 ACRES +/- STAKE (TYP.) B STRAW BALE (TYP.) BINDING WIRE 2" �N 1 8" DIA. ST EL WIRE �� STAPLE DETAIL WASHOUT CONCRETE WASHOUT SIGN DETAIL (OR EQUIVALENT) STRAW BALE WOOD OR METAL STAKES (2 PER BALE) 01 CONCRETE WASHOUT BMP C4.0 NOT TO SCALE CrA CrA 7 CIA O Br �'( \151 Br (P 2 CIA Br CrA O O CrA CIA CrA CrA Br Br CIA Br Br CIA SOILS 1MAP SCALE: 1 - 4001 EROSION CONTROL NOTES 1. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. 2. LAND ALTERATION WHICH STRIPS THE LAND OF VEGETATION, INCLUDING REGRADING, SHALL BE DONE IN A WAY THAT WILL MINIMIZE EROSION. 3. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT SOIL SEDIMENT FROM LEAVING THE SITE. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED IF DEEMED NECESSARY BY ON -SITE INSPECTION. 4. SEDIMENT LADEN WATER SHALL BE DETAINED BY EROSION CONTROL PRACTICES AS NEEDED TO MINIMIZE SEDIMENTATION IN THE RECEIVING STREAM. NO STORM WATER SHALL BE DISCHARGED FROM THE SITE IN A MANNER THAT CAUSES EROSION AT THE POINT OF DISCHARGE. 5. WASTES AND UNUSED BUILDING MATERIALS SHALL NOT BE ALLOWED TO BE CARRIED FROM THE SITE BY STORMWATER RUNOFF. PROPER DISPOSAL OF ALL WASTES AND UNUSED BUILDING MATERIALS IS REQUIRED. 6. SEDIMENT BEING TRACED ONTO PUBLIC OR PRIVATE ROADWAYS SHALL BE MINIMIZED. CLEARING OF ACCUMULATED SEDIMENT SHALL NOT INCLUDE FLUSHING WITH WATER. CLEARED SEDIMENT SHALL BE RETURNED TO THE SITE FOR DISPOSAL. 7. SOIL WHICH HAS ACCUMULATED NEXT TO EROSION CONTROL DEVICES SHALL BE COLLECTED AND REDISTRIBUTED ON SITE AFTER EACH RAINFALL EVENT, AND AT LEAST ONCE A WEEK. 8. IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE INTERRUPTED BY WEATHER OR NIGHTFALL, THE PIPE ENDS SHALL BE COVERED WITH FILTER FABRIC. 9. ALL EXISTING STRUCTURES, FENCING, TREES AND ETC., WITHIN CONSTRUCTION AREA SHALL BE REMOVED AND DISPOSED OF OFF SITE. BURNING IS NOT ALLOWED ON -SITE. 10. SCHEDULE OF EARTHWORK ACTIVITIES: a) THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM. THE AREA SHALL BE STABILIZED SOON AS POSSIBLE. TEMPORARY VEGETATION OR MULCHING SHALL BE USED TO PROTECT EXPOSED AREAS IF PERMANENT VEGETATION CANNOT BE SEEDED WITHIN 14 DAYS OR ACTIVITY CEASES FOR MORE THAN 21 DAYS OR AS DIRECTED BY THE ENGINEER. b) TOPSOIL REPLACEMENT SHALL TAKE PLACE FROM MARCH 1 TO OCTOBER 31. STOCKPILE TOPSOIL AT ALL OTHER TIME OF THE YEAR. PERMANENT AND FINAL VEGETATION AND STRUCTURAL EROSION CONTROL DEVICES SHALL BE INSTALLED WITHIN SEVEN (7) DAYS AFTER FINAL GRADING OR AS SOON AS POSSIBLE. PLYWOOD 48" X 24" PAINTED WHITE BLACK LETTERS 6" HEIGHT 0.5" LAG SCREWS WOOD POST 3" X 3" X 8' NOTES: 1. ACTUAL LAYOUT DETERMINED IN FIELD. 2. THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30 FT. OF THE TEMPORARY CONCRETE WASHOUT FACILITY. SEEDING NOTE =BEENCOMPLETED PORARY SEEDING AFTER A SPECIFIC STAGE OF CONSTRUCTION HAS (TEMPORARY OR FINAL) WHERE AREAS WILL BE IDLE OF ON ACTIVITIES FOR A PERIOD OF 15 DAYS OR MORE. FERTILIZER NOTE MULCHING NOTE DO NOT USE PHOSPHOROUS WHERE REQUIRED, CRIMPED/ANCHORED MULCH OR CONTAINING FERTILIZER (12-12-12) MULCH WITH A TACKING AGENT SHALL BE USED. THE UNLESS SOIL TESTS INDICATE A APPLICATION RATE SHOULD MEET GUIDELINES PER PHOSPHOROUS DEFICIENCY. PRACTICE 3.15 OF THE INDIANA HANDBOOK FOR EROSION CONTROL IN DEVELOPING AREAS. SILT SOCK SPECIFICATION Size : 8" diameter Definition: A silt sock is a tubular -shaped material comprised of a fabric exterior filled with wood chips or compost. The material used in the sock is an environmentally safe material. The silt sock fabric comes in rolls of 600 - 1000 feet. The silt sock is typically laid on the top of the ground along the down -slope areas and along side -slope areas as required to contain & reduce erosion. The silt sock is either lapped or butted at the ends to create a continuous line of defense. Staking the sock is not usually required. The first water to contact the sock is absorbed "staking" the sock in place by its weight alone. In greater sloped areas the sock may be secured in place by stakes or other supports. Care and Maintenance The following silt sock conditions require maintenance: •• Deformation due to drive -over or dragging. Action required: Re -contour by hand if applicable. If not, see applicable repair methods below. •• Sock rolling due to hydraulic force. Action required: Reposition and stake. •• Loss of ground contact. Action required: Fill in depressions and back -grout with chips from damaged section. •• Sediment accumulation of/z sock height. Action required: Remove by hand or install a second row of sock positioned on top of or up slope of the original sock The following silt sock conditions require repair: •• Holes, rips or tears of the sock. Action required: Small holes or narrow rips shorter than 12 inches may be stitched closed using plastic zip -ties. Tears longer than 12 inches require the sock be replaced. •• Pinch or localized diameter reduction of more than 1/2 the original diameter. Action required: Install new section of sock upslope of the damaged section. PRIMARY CONSTRUCTION ENTRANCE 1 I/ EXISTING G ON$g1 9\\ \\\\ \✓ t�w /I/ ) 883'J 7 \ ASPH. J EROSION CONTROL NOTES F2.ALL ON CONTROL PLAN MUST BE EXECUTED BEFORE CING WITH CONSTRUCTION. ROSION CONTROL MATERIAL NEEDS TO BE APPROVED ITY INSPECTORS PRIOR TO INSTALLATION. H P ` RO FO FOR R�SgP SSM�O� PO P� s n /GON�FtpFOVgCIOE / / FREE oc- NO CONSTRUCTION TRAFFIC NO CONSTRUCTION Tri A rr� INLET PROTECTION (TYP) OWNER / EROSION CONTROL CONTACT: CAPITOL CONSTRUCTION SERVICES, INC. ATTN: HERSCHEL GANT PHONE: 317-590-5898 11051 VILLAGE SQUARE LANE FISHERS, IN 46038 ENGINEER: CIVIL SITE GROUP, INC. 718 ADAMS STREET SUITE E CARMEL, INDIANA 46032 (317) 810-1677 ARCHITECT: DESIGNPOINT, INC. 1637 CORNICHE DRIVE ZIONSVILLE, IN 46077 ATTN: GEORGE SMALL (317) 873-9266 SURVEYOR: MILLER SURVEYING, INC. 948 CONNER STREET NOBLESVILLE, IN 46060 ATTN: NATHAN ALTHOUSE (317) 773-2644 ^o 2 G %, R 7, N o� �2 N_ o �m v_ -� o i% -; G -q \ �N�o �O # G # -r NO CONSTRUCTION TRAFFIC NO NO G CONSTRUCTION CONSTRUCTION TRAFFIC \ CONC TRAFFIC C C� NO CON CONSTRUCTION TRAFFIC GNO NO G �G'� Fob j CONSTRUCTION gR\GZ O S�GFi NO TRAFFIC S�0 PRE\P�- CONSTRUCTION I P APPROX. TRAFFIC E EN CONCRETE WASHOUT BMP 20 CY ROLLOFF CONTAINER WITH 2OMIL LINER OR SEE DETAIL 01/C4.0 CONSTRUCTION LIMITS = 0.24 Ac± ASPHAI i LIFT STA NORTH 50 0 25 50 ( IN FEET ) 1 inch = 50 ft. GENERAL NOTES 1. CONTRACTOR TO SCHEDULE A PRE -CONSTRUCTION MEETING WITH THE CITY OF CARMEL STORM WATER ENGINEERING. PRIOR TO COMMENCING WITH CONSTRUCTION. 317-571-2441 2. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 3. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 4. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 5. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL EXISTING ELEVATIONS BEFORE CONSTRUCTION BEGINS. PROPERTY BOUNDARY 799.23 TOP OF CURB GRADE 798.73 PAVEMENT GRADE 798.25 PAVEMENT OR EARTH GRADE CONSTRUCTION LIMITS PROPOSED SILT FENCE -Typical in all areas where sediment could leave the site. SEE DETAIL 06/C4.1 $$ PROPOSED SILT SOCK -Typical in all paved areas where sediment could leave the site. (8"0 Standard Duty "SILT SOCK" or approved equal) SEE DETAIL 04/C4.1 Inlet Protection - Typical for all paved area inlets. SEE DETAIL 01 /C4.1 Point where stormwater will leave the site. CONSTRUCTION TRAFFIC ROUTING 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. GRADING NOTES 1. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 3. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTORS AND/OR UTILITY COMPANIES SO AS NOT TO CAUSE DAMAGE. 0 4. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON SITE. ALL VERIFICATIONS (LOCATION, SIZE AND DEPTH) SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING IS AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN THE FIELD BY THE INSPECTOR O O t- � CV w W nJ O H x O 1--4I W O W Z a 0 1� 1- V Ld CD � O O �4� I � � O v U) 00 1 1 1 W U) .-. �_ � a� Q E �+, Joc)U � V 0111111111je ♦�� Q-N S C,4 �♦ //yyQ, ,!•2!'G\STER •. ° • No e PE10910647 o STATE OF 0" °.;tiO ,',NAU ,,� O 1 11 ��,♦ DATE: 05/17/2021 DWN BY: BSC CHKD. BY: EAG SCALE: 1 to= 50' DATE: 05 17 21 O H CO 0 O � 04 rW�7,� W�� w W V M� W Q W PROJECT NUMBER DPI. 013 DRAWING NUMBER C4m0 SHEET 6 OF 12