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Home My WebLink AboutDPI001.C4.0.SWPP.pdfSTORM SEWER INLET NOTE ALL STORMWATER DRAINAGE CASTINGS SHALL BE LABELLED WITH ENVIRONMENTAL MESSAGING "NO DUMPING, DRAINS TO STREAM" CAST IN RAISED OR RECESSED LETTERS AT A MIN. 1 -INCH HEIGHT. A SYMBOL OF A FISH SHALL ALSO BE CAST WITH THE LETTERS B 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 STAKE (TYP.) B DEVELOPMENT SUMMARY ETOTAL STRAW BALE (NP.) BINDING WIRE SITE AREA = 7.35 ACRES AL DISTURBED AREA = 1.5 ACRES 2" 1/8" DIA. STEEL WIRE� STAPLE DETAIL ° CONCRET ° ° WASHOUT ° PAVEMENT GRADE 798.25 PAVEMENT OR EARTH GRADE CONSTRUCTION LIMITS Existing Contour I ITI III 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 STAKE (TYP.) B DEVELOPMENT SUMMARY ETOTAL STRAW BALE (NP.) BINDING WIRE SITE AREA = 7.35 ACRES AL DISTURBED AREA = 1.5 ACRES 2" 1/8" DIA. STEEL WIRE� STAPLE DETAIL ° CONCRET ° ° WASHOUT ° PLYWOOD 48" X 24" PAINTED WHITE BLACK LETTERS 6 HEIGHT 0.5" LAG SCREWS ,,,-WOOD POST 3 X 3 X 8 CONCRETE WASHOUT SIGN DETAIL (OR EQUIVALENT) STRAW BALE WOOD OR METAL STAKES (2 PER BALE) 01 CONCRETE WASHOUT BMP 24.0 NOT TO SCALE CrA CrA CrA Br O Br 9g�N Z CrA Br CrA\ O 4 \ CrA CrA CrA CrA Br Br CrA Br Br CrA SOILS MAP SCALE: 1 If = 400' 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. 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 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. 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. J 0 O� 09 //4 C) JV 41! i NO ti CONSTRUCTION W p TRAFFIC x E Cif FTO e ■■■ ■t ■ ■ EROSION CONTROL NOTES F ON CONTROL PLAN MUST BE EXECUTED BEFORE CING WITH CONSTRUCTION. ROSION CONTROL MATERIAL NEEDS TO BE APPROVED ITY INSPECTORS PRIOR TO INSTALLATION. h PRIMARY CONSTRUCTION ENTRANCE CONCRETE WASHOUT BMP 30 CY ROLLOFF PROVIDED BY REPUBLIC WASTE SERVICES OR SEE DETAIL 01/C4.0 /��(, Y- CONSTRUCTION I InnITC - 1 F An4- OWNER / EROSION CONTROL CONTACT: ED MARTIN BUICK GMC ATTN: DAN CHAPPEL PHONE: 317 - 223 -5000 9896 N MICHIGAN ROAD CARMEL, IN 46032 ENGINEER: CIVIL SITE GROUP, INC. 643 MASSACHUSETTS AVENUE SUITE 200 INDIANAPOLIS, INDIANA 46204 (317) 423 -3305 SURVEYOR: MILLER SURVEYING, INC. 948 CONNER STREET NOBLESVILLE, INDIANA 46060 (317) 773 -2644 % \C" W / 551 � C \ \ \ CP � e 0.57 \ 60 C NORTH 30 0 15 30 ( IN FEET ) 1 inch = 30 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 > 0 0 PROPOSED SWALE FLOWLINE TOP OF CURB GRADE 798.73 PAVEMENT GRADE 798.25 PAVEMENT OR EARTH GRADE CONSTRUCTION LIMITS Existing Contour Check Dam /Sediment Filter - Spacing at 100' within swales (Rock Check Dam). PROPOSED SILT FENCE - Typical in all areas where sediment could leave the site. SEE DETAIL 06/C4.1 PS TS PERMANENT SEEDING WITH STRAW MULCH - TYPICAL AFTER FINAL GRADING IS COMPLETED. NS NURSERY SOD PROPOSED EROSION CONTROL BLANKET EB SEE DETAIL 05/C4.1 TS TEMPORARY SEEDING WITH STRAW MULCH - TYPICAL WHERE CONSTRUCTION ACTIVITIES WILL REMAIN IDLE FOR A PERIOD OF 15 DAYS OR MORE. Point where stormwater will leave the site. Inlet Protection - Typical for all paved area inlets. SEE DETAIL 01 & 02/C4.1 000 - PROPOSED CONTOUR 0 0 0 0 0 PROPOSED TEMPORARY CONSTRUCTION ENTRANCE 0 0 o SEE DETAIL 03/C4.1 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. 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 ® z a. W 0 c,) A WA TMIW �D N O d- Z3 0 O x � � N Q. U) N X LL- O N 00 > ♦�AQ� O Q V W ro W � ro 11 ' W can L :3 0 ♦♦= 0 U w♦ C3 VO a- S CR �s � .• �STE '• �� m�•° ��G Rio ��N • No PE10910647 o STATE OF P. ,c • i e � i� 0 ,,,,'0�f O DATE: 01/22/2013 DWN BY: BSC CHKD. BY: BSC SCALE: 1 = 30' DATE: 01/22/13 O ON VL F-�-I W OQ O �'J M� W F� W PROJECT NUMBER DPI.001 DRAWING NUMBER C4.0 IL SHEET 4 OF 13 "