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Home My WebLink AboutConstruction Plans 11-09-17 CONSTRUCTION PLANS FOR MAINTENANCE/ADMIN. BUILDING 11128 CROOKED STICK LANE CARMEL, IN 46032 HAMILTON COUNTYHAMILTON COUNTY 146th ST. Sheet List Table 146th ST. PLANS PREPARED FOR Sheet 141st ST. Sheet Title 116th ST. Number 11128 CROOKED STICK LANE C001TITLE SHEET CARMEL, IN 46032 C100STORMWATER POLLUTION PREVENTION PLAN PHASE I MAIN ST. 131st ST. TELEPHONE: (317) 573-2173 C101STORMWATER POLLUTION PREVENTION PLAN PHASE II CONTACT PERSON: JAKE GARGASZ 126th ST. EMAIL: JAKEGARGASZ@CROOKEDSTICK.ORG C102STORMWATER POLLUTION PREVENTION SPECIFICATIONS C103STORMWATER POLLUTION PREVENTION PLAN DETAILS C200SITE PLAN 116th ST. 116th ST. 106th ST. C201SITE DETAILS 111th ST. PLANS PREPARED BY C300GRADING & DRAINAGE PLAN 106th ST. 106th ST. WEIHE ENGINEERS, INC. C500SANITARY PLAN AND PROFILE 10505 N. COLLEGE AVE. C501SANITARY SEWER DETAILS INDIANAPOLIS, INDIANA 46280 C502SANITARY SEWER DETAILS TELEPHONE: (317) 846-6611 N 96th ST. 96th ST. FAX: (317) 843-0546 C600DRAINAGE PLAN WE CONTACT PERSON: SCOTT RUCKER, P.E. C601DRAINAGE DETAILS 96th ST. EMAIL: RUCKERS@WEIHE.NET S C602DRAINAGE DETAILS 86th ST. 86th ST. NO SCALE C800UTILITY PLAN PROJECT LOCATION PROJECT LOCATION C801UTILITY DETAILS AREA MAP LOCATION MAP L100LANDSCAPE PLAN STEVEN SCOTT RUCKER P.E. 11300279 CITY OF CARMEL STANDARD NOTES OPERATING AUTHORITIES GENERAL NOTES 1.NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER CITY OF CARMEL PLANNINGHAMILTON COUNTY HEALTH DEPARTMENT 1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING THAT ALL PERMITS AND MANAGEMENT PERMIT ONE CIVIC SQUARE18030 FOUNDATION DR. SUITE A APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO CARMEL, IN 46032NOBLESVILLE, INDIANA 46060 STARTING CONSTRUCTION. 2.THESE PLANS COMPLY WITH ALL ADA REQUIREMENTS. ANGIE CONN / ALEXIA LOPEZJASON LEMASTER TEL: 317/571-2417TEL: 317/776-8500 2.IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING CITY OF CARMEL ENGINEERINGCLAY TOWNSHIP REGIONAL WASTE DISTRICT CONSTRUCTION ONE CIVIC SQUARE10701 NORTH COLLEGE AVENUE, SUITE A CARMEL, IN 46032INDIANAPOLIS, IN 46280-1098 3.IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY AND COORDINATE CONSTRUCTION WITH RYAN HARTMAN JOHN THOMAS / ALEX JORDAN ALL RESPECTIVE UTILITIES. TEL: 317/571-2441TEL: 317/844-9200 4.ALL QUANTITIES GIVEN ON THESE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE CITY OF CARMEL BLDG SERVICESDUKE ENERGY ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTORS. 100 SOUTH MILL CREEK RD. ONE CIVIC SQUARE CARMEL, IN 46032NOBLESVILLE, INDIANA 46060 5.OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL TEL: 317/776-5352 JIM BLANCHARD RULE 29 CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN TEL: 317/571-2444 DESIGN DATA DEPTH. COMCAST CITY OF CARMEL FIRE DEPARTMENT9750 E. 150th STREET 6.IN ADDITION, EXCAVATION EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A EXISTING ZONING TWO CIVIC SQUARESUITE 1600 TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. P-1(PARK) CARMEL, INDIANA 46032NOBLESVILLE, INDIANA 46060 TEL: 317/776-4495 CHRIS ELLISON ZONING OVERLAY 7.IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY TEL: 317/571-2600 CONTROL THROUGHOUT THIS PROJECT. NO OVERLAY VECTREN GAS TOTAL ACREAGE P.O. BOX 1700 CARMEL CITY UTILITIES 8.TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL 184.6 ACRES 30 W MAIN ST, SUITE 220NOBLESVILLE, INDIANA, 46060 STANDARDS. BUILDING SQUARE FOOTAGE CARMEL, INDIANA 46032TEL: 317/776-5573 9012 SQUARE FEET JOHN DUFFY 9.THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS AT&T TEL: 317/571-2648 ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. 5858 NORTH COLLEGE INDIANAPOLIS, INDIANA 46220 HAMILTON COUNTY SURVEYOR 10.ANY FIELD TILES ENCOUNTERED DURING EXCAVATION SHALL BE REPAIRED AND CONNECTED TO NEW ONE HAMILTON COUNTY SQUARETEL: 317/252-5168 STORM SEWERS AND POSITIVE DRAINAGE PRESERVED. SUITE 188 NOBLESVILLE, INDIANA 46060 11.IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER THAT ALL LANDSCAPE REQUIREMENTS ARE MET TEL: 317/776-8495 AND CONFORM TO APPLICABLE LOCAL STANDARDS. HAMILTON COUNTY HIGHWAY DEPT 12.THE SITE DOES NOT LIE IN A SPECIAL FLOOD HAZARD AREA AS ESTABLISHED BY THE FEDERAL 1700 SOUTH 10TH STREET EMERGENCY MANAGEMENT AGENCY - NATIONAL FLOOD INSURANCE PROGRAM, WHEN PLOTTED BY NOBLESVILLE, INDIANA 46060 SCALE ON FLOOD INSURANCE RATE MAP #18057C0205G, DATED NOVEMBER 19, 2014. TEL: 317/773-7770 13.BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS & PLAT FOR EXACT INFORMATION. 14.THIS SITE DOES NOT CONTAIN ANY WETLANDS AT SHOWN ON THE U.S. DEPARTMENT OF THE INTERIOR FISH AND WILDLIFE SERVICE; CARMEL, INDIANA, NATIONAL WETLANDS INVENTORY MAP DATED 2017. R Know what's SHEET NO. C001 PROJECT NO. W17.0206 GENERAL NOTES SITE PREPARATION / SWPPP PHASE 1 NOTES INSTALL PERMIT POSTING AREA. 4" PVC TUBE WITH END CAPS ATTACHED TO 1.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO 1 PROJECT CONSTRUCTION SIGN TO CONTAIN APPROVED CONSTRUCTION VERIFY WITH THE OWNER DURING BIDDING AND DURING DRAWINGS AND PERMITS FOR INSPECTORS. CONSTRUCTION ACTIVITIES ALL ITEMS TO BE REMOVED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ANY USE EXISTING DRIVE FOR CONSTRUCTION ENTRANCE. REFER TO DETAIL ON 2 MATERIALS AND/OR STRUCTURES NOT LOCATED ON THIS SURVEY SHEET C103 FOR THE INSTALLATION OF THE NEW WORK. INSTALL CONCRETE WASHOUT. REFER TO DETAIL ON SHEET C103 3 2.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING UTILITIES PERTAINING TO THEIR PHASE OF INSTALL SILT FENCE. REFER TO DETAIL ON SHEET C103 4 WORK, AND TO VERIFY WHICH UTILITIES WILL BE REMOVED BY UTILITY COMPANY. ANY AND ALL UTILITIES NOT REMOVED BY THE 5LIMITS OF PROPOSED BUILDING UTILITY COMPANY SHALL BE REMOVED BY THE CONTRACTOR. STORM SEWER INLET TO BE MODIFIED TO RECIEVE ADDITIONAL STORM SEWER 6 3.UTILITIES ARE SHOWN TO BE APPROXIMATE AND SHALL BE CONNECTION. RELOCATED AND/OR CAPPED AND ABANDONED BEFORE CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. 7PAVEMENT SAWCUT LIMITS. 4.ALL DEMOLITION MATERIAL AND SALVAGEABLE MATERIAL IS THE REMOVE BUILDING, ELECTRIC SERVICE LINE(S) AND APPURTENANCES FROM 8 PROPERTY OF THE DEMOLITION CONTRACTOR AND SHALL BE EXISTING BUILDING LOCATION. PROPERLY DISPOSED OF OFF THE SITE. 9 REUSE SECONDARY (EMPTY) METER PIT FOR NEW DOMESTIC WATER SERVICE. 5.SLABS ON GRADE MUST BE REMOVED COMPLETELY AND TAKEN OFF THE SITE. REMOVE EXISTING PAVEMENT FULL DEPTH. 10 6.ALL UTILITIES MUST REMAIN ACTIVE FOR AREA TENANTS THAT 11 REMOVE EXISTING TIMBER RETAINING WALL. ARE REMAINING. NO UTILITY SERVICE SHALL BE INTERRUPTED D D DURING THE CONSTRUCTION PROCESS. STAGING AREA. PROVIDE CONSTRUCTION DUMPSTER, FUELING AREA, AND 12 PORT-O-LET AS NEEDED. 4 7.BEARINGS, DIMENSIONS, AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS AND PLATS FOR REMOVE STONE DRIVE SURFACE AND STOCK PILE FOR REUSE ON STONE DRIVE 13 7 EXACT INFORMATION. AREAS. 8.ANY EXISTING TREE(S) THAT MAY REQUIRE REMOVAL BUT ARE 1410'x20' BORING PIT FOR SANITARY SEWER AND GRINDER PUMP INSTALLATION (SEE SHEET C500 FOR DETAILS).NOT SHOWN ON THE PLAN AS BEING REMOVED MAY BE DONE SO, AS LONG AS THE TREE(S) ARE RELOCATED TO AN APPROVED 13 ALTERNATIVE LOCATION ON SITE. 9.IF THERE ARE ANY QUESTIONS CONCERNING THIS DEMOLITION PLAN, PLEASE CONTACT THE ENGINEER BEFORE CONTINUING WORK. EROSION CONTROL NOTES IP 1.ALL DISTURBED AREAS SHALL BE SODDED OR SEEDED, EXCEPT BUILDING PAD AND LANDSCAPE BEDS. SEE LANDSCAPE PLANS FOR LOCATION OF LANDSCAPE BEDS. 2.INSTALL SILT FENCE ALONG ALL DOWNSTREAM SLOPES. SILT FENCE TO FOLLOW CONTOUR. 3.THERE SHALL BE NO DIRT, DEBRIS OR STORAGE OF MATERIAL IN THE STREET. 7 EROSION CONTROL SPECIFICATIONS 5 10 1.THIS PLAN IS DESIGNED AS AN ATTEMPT TO PREVENT ANY AND ALL SEDIMENT FROM LEAVING THE CONSTRUCTION SITE BY WAY OF 12 EROSION. IF EROSION OF SEDIMENT FROM THE SITE IS TAKING PLACE, THE CONTRACTOR AND/OR OWNER SHALL TAKE 13 8 PREVENTATIVE ACTION IMMEDIATELY. THE ENGINEER SHALL BE CONSULTED IN THE EVENT THIS HAPPENS. 2.TEMPORARY SEEDING IS TO BE APPLIED TO ANY DISTURBED AREA THAT WILL REMAIN UNALTERED IN EXCESS OF 15 DAYS. 3.PERMANENT SEEDING IS TO BE APPLIED IMMEDIATELY TO AREAS THAT HAVE ACHIEVED FINAL AND FINISHED GRADE. 4.PRESERVE EXISTING VEGETATION ON THE SITE WHENEVER AND 4 WHEREVER POSSIBLE TO PREVENT TOPSOIL EROSION. 5.ALL SEDIMENT CAPTURING MEASURES SHALL BE IMPLEMENTED PRIOR TO THE DISTURBANCE OF THE CONSTRUCTION AREA THEY ARE INTENDED TO SERVICE. ALL EROSION CONTROL MEASURES LINE TYPES PROPOSED ARE TO BE PROPERLY MAINTAINED TO CONTINUE THEIR EFFECTIVENESS. 11 UNDERGROUND GAS GGG 6.IF GRADING OCCURS DURING THE MONTHS OF DECEMBER, JANUARY OR FEBRUARY DORMANT SEEDING PROCEDURES SHALL BE USED. UNDERGROUND WATER WW UNDERGROUND ELECTRIC EEE 7.DURING DRY WEATHER, KEEP LAWNS WATERED WITH SPRINKLERS OR OTHER APPROVED METHODS. RESEED ANY AREAS NOT UNDERGROUND COMMUNICATIONS CCC GERMINATING OR DAMAGED AT INTERVALS AS MAY BE REQUIRED 7 UNDERGROUND FIBER OPTIC FOFO ACCORDING TO SEASONAL CONDITION AND/OR CONSTRUCTION ACTIVITY. WATER GRASS AND EXECUTE NECESSARY WEEDING UNTIL OVERHEAD UTILITY OHUOHU FULL STAND OF GRASS HAS BEEN OBTAINED. FORCE MAIN FMFM 8.THE IMPLEMENTATION AND MAINTENANCE OF THE EROSION SANITARY SEWER CONTROL IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR STORM SEWER AND/OR OWNER. RIGHT OF WAY LINE 9.IT SHALL BE THE CONTRACTOR'S AND/OR OWNER'S RESPONSIBILITY CHAIN LINK FENCE TO MINIMIZE SEDIMENTATION (FROM ON-SITE CONSTRUCTION BOARD FENCE ACTIVITIES) FROM BEING DEPOSITED ONTO ADJACENT PROPERTIES AND RECEIVING STREAMS/DITCHES IN STRICT COMPLIANCE WITH WROUGHT IRON FENCE 2 "RULE 5" (327 IAC 15-5, CONSTRUCTION ACTIVITY STORM WATER FARM FENCE RUNOFF CONTROL). IT SHALL ALSO BE THE CONTRACTOR'S AND/OR OWNER'S RESPONSIBILITY TO OBTAIN ANY APPROVALS REQUIRED GUARD RAIL FROM THE LOCAL AUTHORITY AND TO SUBMIT A COMPLETE NOTICE HAND RAIL OF INTENT LETTER TO THE OFFICE OF WATER MANAGEMENT, 3 INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT PRIOR TO STEVEN SCOTT RUCKER P.E. 11300279 SILT FENCE SFSF 4 ANY CONSTRUCTION ACTIVITY. BUILDING SETBACK LINE 10.FOR SEASONAL VARIATIONS - SEE SEASONAL SOIL PROTECTION BOUNDARY LINE CHART IN THESE PLANS. FLOW LINE 4 11.PORTABLE TOILETS MUST BE ANCHORED. SECTION LINE CONTACT PERSON FOR EROSION INDEX CONTOUR INTERMEDIATE CONTOUR CONTROL & SEDIMENT PRACTICES 14 SWPPP PHASE 1 LEGEND WEIHE ENGINEERS, INC. 10505 N. COLLEGE AVE. INDIANAPOLIS, IN 46268 TELEPHONE: (317) 846-6611 - INLET PROTECTION - USE SUBSURFACE IP FAX: (317) 843-0546 INLET PROTECTION WITH OVERFLOW 1 EMAIL: PARKERF@WEIHE.NET CAPABILITY (DANDY SAC) CONTACT PERSON: FRED PARKER, CPESC - CONSTRUCTION ENTRANCE (USE EXISTING ASPHALT DRIVE) HATCH LEGEND IP - STAGING AREA REMOVED ASPHALT PAVEMENT - POSTING AREA - 4" PVC TUBE WITH END CAPS REMOVED STONE AREA ATTACHED TO PROJECT CONSTRUCTION SIGN IP TO CONTAIN APPROVED CONSTRUCTION DRAWINGS AND PERMITS FOR INSPECTORS. OPEN CUT PAVEMENT FOR UTILITY TAPS 9 - CONCRETE WASHOUT IP - STOCKPILE AREA (TEMPORARY SEEDING EXISTING AREAS REQUIRED) TOTAL SITE = 184.66 AC. - SILT FENCE SF DISTURBED = 0.82 AC. PERVIOUS = 0.25 AC. - LIMITS OF DISTURBANCE D IMPERVIOUS = 0.57 AC. N R WE Know what's SHEET NO. C100 S PROJECT NO. W17.0206 LINE TYPESEROSION CONTROL NOTES UNDERGROUND GAS GGG 1.ALL DISTURBED AREAS SHALL BE SODDED OR SEEDED, EXCEPT BUILDING PAD AND LANDSCAPE BEDS. SEE LANDSCAPE PLANS FOR UNDERGROUND WATER WW LOCATION OF LANDSCAPE BEDS. UNDERGROUND ELECTRIC EEE 2.INSTALL SILT FENCE ALONG ALL DOWNSTREAM SLOPES. SILT UNDERGROUND COMMUNICATIONS CCC FENCE TO FOLLOW CONTOUR. UNDERGROUND FIBER OPTIC FOFO 3.THERE SHALL BE NO DIRT, DEBRIS OR STORAGE OF MATERIAL IN OVERHEAD UTILITY OHUOHU THE STREET. FORCE MAIN FMFM EROSION CONTROL SPECIFICATIONS SANITARY SEWER STORM SEWER 1.THIS PLAN IS DESIGNED AS AN ATTEMPT TO PREVENT ANY AND ALL RIGHT OF WAY LINE SEDIMENT FROM LEAVING THE CONSTRUCTION SITE BY WAY OF CHAIN LINK FENCE EROSION. IF EROSION OF SEDIMENT FROM THE SITE IS TAKING PLACE, THE CONTRACTOR AND/OR OWNER SHALL TAKE BOARD FENCE PREVENTATIVE ACTION IMMEDIATELY. THE ENGINEER SHALL BE WROUGHT IRON FENCE CONSULTED IN THE EVENT THIS HAPPENS. FARM FENCE 2.TEMPORARY SEEDING IS TO BE APPLIED TO ANY DISTURBED AREA GUARD RAIL THAT WILL REMAIN UNALTERED IN EXCESS OF 15 DAYS. HAND RAIL 3.PERMANENT SEEDING IS TO BE APPLIED IMMEDIATELY TO AREAS SILT FENCE SFSF THAT HAVE ACHIEVED FINAL AND FINISHED GRADE. BUILDING SETBACK LINE 4.PRESERVE EXISTING VEGETATION ON THE SITE WHENEVER AND D D BOUNDARY LINE WHEREVER POSSIBLE TO PREVENT TOPSOIL EROSION. FLOW LINE 5.ALL SEDIMENT CAPTURING MEASURES SHALL BE IMPLEMENTED SECTION LINE PRIOR TO THE DISTURBANCE OF THE CONSTRUCTION AREA THEY ARE INTENDED TO SERVICE. ALL EROSION CONTROL MEASURES INDEX CONTOUR PROPOSED ARE TO BE PROPERLY MAINTAINED TO CONTINUE THEIR INTERMEDIATE CONTOUR EFFECTIVENESS. 6.IF GRADING OCCURS DURING THE MONTHS OF DECEMBER, JANUARY OR FEBRUARY DORMANT SEEDING PROCEDURES SHALL BE USED. 7.DURING DRY WEATHER, KEEP LAWNS WATERED WITH SPRINKLERS OR OTHER APPROVED METHODS. RESEED ANY AREAS NOT GERMINATING OR DAMAGED AT INTERVALS AS MAY BE REQUIRED ACCORDING TO SEASONAL CONDITION AND/OR CONSTRUCTION ACTIVITY. WATER GRASS AND EXECUTE NECESSARY WEEDING UNTIL SWPPP PHASE 2 LEGEND FULL STAND OF GRASS HAS BEEN OBTAINED. IP 8.THE IMPLEMENTATION AND MAINTENANCE OF THE EROSION - INLET PROTECTION - USE SUBSURFACE IP CONTROL IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR INLET PROTECTION WITH OVERFLOW CAPABILITY AND/OR OWNER. (DANDY SAC) 9.IT SHALL BE THE CONTRACTOR'S AND/OR OWNER'S RESPONSIBILITY - PERMANENT/TEMPORARY SEEDING TO MINIMIZE SEDIMENTATION (FROM ON-SITE CONSTRUCTION USE PLANTING CHART ACTIVITIES) FROM BEING DEPOSITED ONTO ADJACENT PROPERTIES AND RECEIVING STREAMS/DITCHES IN STRICT COMPLIANCE WITH - LIMITS OF DISTURBANCE (CONSTRUCTION LIMITS) D "RULE 5" (327 IAC 15-5, CONSTRUCTION ACTIVITY STORM WATER RUNOFF CONTROL). IT SHALL ALSO BE THE CONTRACTOR'S AND/OR * OWNER'S RESPONSIBILITY TO OBTAIN ANY APPROVALS REQUIRED - SITE DISCHARGE POINT FROM THE LOCAL AUTHORITY AND TO SUBMIT A COMPLETE NOTICE OF INTENT LETTER TO THE OFFICE OF WATER MANAGEMENT, INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT PRIOR TO ANY CONSTRUCTION ACTIVITY. PROPOSED ADMIN. BLDG. 10.FOR SEASONAL VARIATIONS - SEE SEASONAL SOIL PROTECTION 3600 SF CHART IN THESE PLANS. F.F.E. 874.8 11.PORTABLE TOILETS MUST BE ANCHORED. MLAG=874.75 CONTACT PERSON FOR EROSION IP CONTROL & SEDIMENT PRACTICES WEIHE ENGINEERS, INC. 10505 N. COLLEGE AVE. INDIANAPOLIS, IN 46268 TELEPHONE: (317) 846-6611 FAX: (317) 843-0546 EMAIL: PARKERF@WEIHE.NET CONTACT PERSON: FRED PARKER, CPESC DISTURBED ACREAGE -WARNING- THIS PLAN TO BE USED FOR EROSION CONTROL PURPOSES ONLY. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN THE FIELD BY THE INSPECTOR. -NOTE- THIS PLAN INDICATES EROSION CONTROL MEASURES REQUIRED AFTER SOIL STRIPPING AND PAD BUILDING HAS TAKEN PLACE. COORDINATE WITH DEVELOPER FOR STEVEN SCOTT RUCKER P.E. 11300279 MEASURES REQUIRED UNTIL PROPERTY TURNED OVER FOR DEVELOPMENT. COORDINATE WITH SOIL CONSERVATION DISTRICT REPRESENTATIVE FOR ANY OTHER MEASURES REQUIRED DUE TO SITE CONDITIONS. IP IP IP N R WE Know what's SHEET NO. C101 S PROJECT NO. W17.0206 RULE 6. SPILLS OF OIL AND OTHER 327 IAC 2-6.1-6 REPORTABLE SPILLS; TRANSPORTATION SEQENCE OF CONSTRUCTION SECTION 1 EMERGENCY RESPONSE NUMBERS IN COMMERCE. THIS DEFINITION EXCLUDES CARRIAGE WITHIN A FACILITY BY AUTHORITY: IC 13-14-8-7 OBJECTIONABLE SUBSTANCES; SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION RELATIVE TO LAND DISTURBING ACTIVITIES - TRANSPORTATION EQUIPMENT OWNED, OPERATED, OR CONTROLLED BY THAT AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17 EMERGENCY FOR ANY LIFE THREATENING PROBLEM 911 1. A PRE-CONSTRUCTION MEETING WITH THE CITY OF CARMEL IS REQUIRED PRIOR TO THE COMMENCEMENT OF ANY FACILITY. SEC. 6. THE FOLLOWING SPILLS FROM A MODE OF TRANSPORTATION MUST REPORTING, CONTAINMENT AND CLEANUP EARTHWORK. ADDITIONALLY, IDEM IS REQUIRED TO BE CONTACTED AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. (11) "OBJECTIONABLE SUBSTANCES" MEANS SUBSTANCES THAT ARE: BE REPORTED: CARMEL FIRE DEPARTMENT 317-571-2600 2. CONSTRUCTION ENTRANCE - USE EXISTING DRIVE (A) OF A QUANTITY AND A TYPE; AND (1) SPILLS THAT DAMAGE THE WATERS OF THE STATE SO AS TO CAUSE DEATH (REPEALED BY WATER POLLUTION CONTROL BOARD; FILED FEB 25, 1997, 1:00 P.M.: 20 IR 3. INSTALL SILT FENCING AND ALL OTHER EROSION CONTROL MEASURES PRIOR TO ANY EARTH MOVING. (B) PRESENT FOR A DURATION AND IN A LOCATION; OR ACUTE INJURY OR ILLNESS TO HUMANS OR ANIMALS. 1734) CARMEL POLICE DEPARTMENT 317-571-2500 4. EARTHWORK - STRIP TOPSOIL, BEGIN ROUGH GRADING AND PREPARE BUILDING PAD AND ROUGH GRADE. SO AS TO DAMAGE WATERS OF THE STATE. THIS DEFINITION EXCLUDES (2) SPILLS THAT DAMAGE SURFACE WATERS. 5. SANITARY SEWER - INSTALL SANITARY SEWER SYSTEM HAZARDOUS SUBSTANCES, EXTREMELY HAZARDOUS SUBSTANCES, (3) SPILLS TO SOIL: RULE 6.1. SPILLS; REPORTING, CONTAINMENT, AND RESPONSE INDIANA DEPT. OF NATURAL RESOURCES 812-477-8773 6. STORM SEWER - INSTALL STORM SEWER SYSTEM AND CORRESPONDING INLET PROTECTION PETROLEUM, AND MIXTURES THEREOF. (A) SPILLS OF HAZARDOUS SUBSTANCES OR EXTREMELY HAZARDOUS 7. UTILITIES - COORDINATE INSTALLATION OF ALL UTILITIES. (12) "ON-SCENE COORDINATOR" MEANS A STATE OR FEDERAL OFFICIAL SUBSTANCES WHEN THE AMOUNT SPILLED EXCEEDS ONE HUNDRED (100) 327 IAC 2-6.1-1 APPLICABILITY INDIANA DEPT. OF ENVIRONMENTAL MANAGEMENT 317-233-7745 8. FINISH GRADING AND PERMANENT EROSION CONTROL - FINISH GRADE AND PERMANENTLY SEED ALL PROPERTY DESIGNATED BY THE DEPARTMENT, THE UNITED STATES ENVIRONMENTAL POUNDS OR THE REPORTABLE QUANTITY, WHICHEVER IS LESS; AUTHORITY: IC 13-14-8-7 PERIMETER AREAS. PROTECTION AGENCY, OR THE UNITED STATES COAST GUARD TO DIRECT AND (B) SPILLS OF PETROLEUM WHEN THE AMOUNT SPILLED EXCEEDS HAMILTON COUNTY COUNTY SOIL AND WATER 317-773-1406 AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17 9. PAVEMENT - INSTALL STONE, BASE COURSES AND FINISHED GRADES FOR ENTRY DRIVE. COORDINATE SPECIAL SPILL RESPONSE ACTIVITIES. FIFTY-FIVE (55) GALLONS; SEC. 1. THIS RULE APPLIES TO THE REPORTING AND CONTAINMENT OF, AND THE 10. CLEANUP - CONTRACTOR SHALL SPOIL ALL EXCESS MATERIALS, REGRADE AND STABILIZE ALL AREAS DISTURBED BY (13) "RECREATIONAL WATERS" MEANS ANY WATER USED FOR: OR CITY OF CARMEL ENGINEERING 317-571-2441 RESPONSE TO THOSE SPILLS OF HAZARDOUS SUBSTANCES, UTILITY INSTALLATIONS AND RESEED. (A) BOATING, SWIMMING, FISHING, HUNTING, TRAPPING, OR WILDLIFE (C) SPILLS OF OBJECTIONABLE SUBSTANCES AS DEFINED IN SECTION 4(11) EXTREMELY HAZARDOUS SUBSTANCES, PETROLEUM, AND OBJECTIONABLE 11. FINAL LANDSCAPING - INSTALL FINAL LANDSCAPING. VIEWING; OR OF THIS RULE. SUBSTANCES THAT ARE OF A QUANTITY, TYPE, DURATION AND IN A LOCATION AS (B) PUBLIC ACCESS AREAS THAT ARE OWNED BY THE DEPARTMENT OF SECTION 2 MATERIAL HANDLING AND(4) ANY SPILL FOR WHICH A SPILL RESPONSE HAS NOT BEEN DONE. (WATER TO DAMAGE THE WATERS OF THE STATE. NOTHING IN THIS RULE IS INTENDED TO NATURAL RESOURCES OR THE FEDERAL GOVERNMENT; AS LISTED BY THE POLLUTION CONTROL BOARD; 327 IAC 2-6.1-6; FILED FEB 25, 1997, 1:00 P.M.: 20 IR AFFECT REPORTING OR CLEAN-UP REQUIREMENTS SET FORTH BY OTHER SPILL PREVENTION PLAN DEPARTMENT. 1733; READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; READOPTED FILED FEDERAL, STATE, OR LOCAL LAWS. (WATER POLLUTION CONTROL BOARD; 327 IAC (14) "REPORTABLE QUANTITY" MEANS THE AMOUNT OF A HAZARDOUS NOV 21, 2007, 1:16 P.M.: 20071219-IR-327070553BFA) 2-6.1-1; FILED FEB 25, 1997, 1:00 P.M.: 20 IR 1731; READOPTED IN ORDER TO MINIMIZE THE RELEASE OF POTENTIAL POLLUTANTS DURING SUBSTANCE OR EXTREMELY HAZARDOUS SUBSTANCE THAT IS REQUIRED TO BE FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; READOPTED FILED NOV 21, 2007, 1:16 P.M.: CONSTRUCTION THE CONTRACTORS SHALL IMPLEMENT THIS MATERIAL REPORTED UNDER FEDERAL LAW UNDER 42 U.S.C. 9602(A) AND (B) AND 42 U.S.C. 327 IAC 2-6.1-7 REPORTABLE SPILLS; RESPONSIBILITIES 20071219-IR-327070553BFA) HANDLING AND SPILL PREVENTION PLAN. THE CONTRACTOR SHALL REVIEW 9603(A). (40 CFR 302.4 OR 40 CFR 355 APPENDIX A.) (15) "SPILL" MEANS ANY AUTHORITY: IC 13-14-8-7 THIS PLAN WITH ALL SUBCONTRACTORS AND REQUIRE THAT THEY IMPLEMENT UNEXPECTED, UNINTENDED, ABNORMAL, OR UNAPPROVED DUMPING, LEAKAGE, AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17 327 IAC 2-6.1-2 SPECIAL AREAS THE PLAN AS WELL. DRAINAGE, SEEPAGE, DISCHARGE OR OTHER LOSS OF PETROLEUM, SEC. 7. ANY PERSON WHO OPERATES, CONTROLS, OR MAINTAINS ANY AUTHORITY: IC 13-14-8-7 HAZARDOUS SUBSTANCES, EXTREMELY HAZARDOUS SUBSTANCES, OR MODE OF TRANSPORTATION OR FACILITY FROM WHICH A SPILL OCCURS SHALL, AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17 1. CONSTRUCTION EQUIPMENT OBJECTIONABLE SUBSTANCES. THE TERM DOES NOT INCLUDE RELEASES TO UPON DISCOVERY OF A REPORTABLE SPILL TO THE SOIL OR SURFACE WATERS SEC. 2. CERTAIN AREAS OF THE STATE ARE RECOGNIZED AS HAVING UNIQUE A. FUELING, LUBRICATION AND FLUIDS: ALL OPERATIONS INVOLVING THE IMPERMEABLE SURFACES WHEN THE SUBSTANCE DOES NOT MIGRATE OFF THE OF THE STATE, DO THE FOLLOWING: GEOLOGY. A LARGE SECTION OF THE MID-SOUTHERN PART OF THE STATE IS A KARST ADDITION OF FLUIDS TO EQUIPMENT SHOULD BE DONE IN ONE LOCATION, AS SURFACE OR PENETRATE THE SURFACE AND ENTER THE SOIL. (1) CONTAIN THE SPILL, IF POSSIBLE, TO PREVENT ADDITIONAL SPILLED REGION. PORTIONS OF SAINT JOSEPH, ELKHART, KOSCIUSKO, AND LAGRANGE (16) "SPILL RESPONSE", FOR PURPOSES OF THIS RULE, MEANS THE FOLLOWING: DESIGNATED BY THE CONSTRUCTION MANAGER, SO THAT SPILLS ARE LIMITED MATERIAL FROM ENTERING THE WATERS OF THE STATE. COUNTIES CONTAIN A SOLE SOURCE AQUIFER AS REFERENCED (A) THE SPILL IS CONTAINED; AND TO ONE LOCATION ON THE SITE, WHICH WILL FACILITATE THE CLEANUP OF (2) UNDERTAKE OR CAUSE OTHERS TO UNDERTAKE ACTIVITIES NEEDED TO IN 42 U.S.C. 300H-3(E). THE WATERS OF THE STATE ARE PARTICULARLY VULNERABLE TO (B) FREE MATERIAL IS REMOVED OR NEUTRALIZED. SPILLS. IF AN ONSITE-FUELING TANK IS PLANNED TO BE ON SITE, IT SHALL BE ACCOMPLISH A SPILL RESPONSE. DAMAGE FROM SPILLS IN THESE AREAS, AND CARE SHOULD BE (17) "SPILL REPORT" MEANS AN ORAL REPORT THAT INCLUDES THE FOLLOWING DOUBLE WALLED AND STORED IN THIS DESIGNED AREA. THIS LOCATION IS AN (3) AS SOON AS POSSIBLE, BUT WITHIN TWO (2) HOURS OF DISCOVERY, EXERCISED WHEN EVALUATING DAMAGE FROM SPILLS. INFORMATION ABOUT THESE INFORMATION ABOUT A SPILL, TO THE EXTENT THAT THE INFORMATION IS AREA THAT WILL NOT ALLOW SPILLED FLUIDS TO MIGRATE INTO SUBSURFACE COMMUNICATE A SPILL REPORT TO THE DEPARTMENT OF ENVIRONMENTAL AREAS CAN BE OBTAINED BY CALLING THE DEPARTMENT OF ENVIRONMENTAL KNOWN AT THE TIME OF THE REPORT: SOILS. IN THE EVENT OF A SPILL, THE FLUID SHALL IMMEDIATELY BE CLEANED MANAGEMENT, OFFICE OF LAND QUALITY, EMERGENCY RESPONSE SECTION: MANAGEMENT, OFFICE OF LAND QUALITY, EMERGENCY RESPONSE SECTION: AREA (A) THE NAME, ADDRESS, AND TELEPHONE NUMBER OF THE PERSON UP BY REMOVING THE CONTAMINATED SOIL OR STONE, WHICH SHALL BE AREA CODE 1-888-233-7745 FOR IN-STATE CALLS (TOLL FREE), (317) 233-7745 FOR CODE 1-888-233-7745 FOR IN-STATE CALLS (TOLL FREE), (317) 233-7745 FOR MAKING THE SPILL REPORT. DISPOSED OF IN AN ACCEPTABLE MANNER. SPILLS ON HARD SURFACES SHALL OUT-OF-STATE CALLS. IF NEW OR UPDATED SPILL REPORT INFORMATION OUT-OF-STATE CALLS. (WATER POLLUTION CONTROL BOARD; 327 IAC 2-6.1-2; FILED FEB (B) THE NAME, ADDRESS, AND TELEPHONE NUMBER OF A CONTACT BE SOAKED UP BY AN ACCEPTABLE MATERIAL SUCH AS OIL DRY AND THE BECOMES KNOWN THAT INDICATES A SIGNIFICANT INCREASE IN THE 25, 1997, 1:00 P.M.: 20 IR 1731; READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; PERSON IF DIFFERENT FROM CLAUSE (A). ABSORBENT MATERIAL DISPOSED OF IN A PROPER MANNER. THE SPILL SHALL LIKELIHOOD OF DAMAGE TO THE WATERS OF THE STATE, THE RESPONSIBLE READOPTED FILED NOV 21, 2007, 1:16 P.M.: 20071219-IR-327070553BFA; ERRATA FILED (C) THE LOCATION OF THE SPILL. ALSO BE REPORTED IMMEDIATELY TO THE CONSTRUCTION MANAGER'S PARTY SHALL NOTIFY THE DEPARTMENT AS SOON AS POSSIBLE BUT WITHIN MAY 27, 2008, 2:06 P.M.: 20080625-IR-327080419ACA) (D) THE TIME OF THE SPILL. SUPERINTENDENT. TWO (2) HOURS OF THE TIME THE NEW OR UPDATED INFORMATION BECOMES (E) THE IDENTIFICATION OF THE SUBSTANCE SPILLED. B. EQUIPMENT REPAIR, ESPECIALLY WHEN FLUIDS MUST BE REMOVED FROM KNOWN. 327 IAC 2-6.1-3 EXCLUSIONS (F) THE APPROXIMATE QUANTITY OF THE SUBSTANCE THAT HAS BEEN OR THE EQUIPMENT OR THE POSSIBILITY OF FLUID SPILLS IS HIGH, SHOULD (4) SUBMIT TO THE INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT, AUTHORITY: IC 13-14-8-7 MAY FURTHER BE SPILLED. ALWAYS BE DONE OFFSITE AT A FACILITY THAT IS MORE SUITABLE THAN A OFFICE OF LAND QUALITY, EMERGENCY RESPONSE SECTION (MC 66-30), 2525 N. AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17 (G) THE DURATION OF THE SPILL. CONSTRUCTION SITE TO HANDLE SPILLS. WHEN EQUIPMENT MUST BESHADELAND AVE., SUITE 100, INDIANAPOLIS, IN 46219-1787, A WRITTEN COPY OF SEC. 3. NOTWITHSTANDING ANY OTHER SECTION OF THIS RULE, THE REPORTING (H) THE SOURCE OF THE SPILL. THE SPILL REPORT IF REQUESTED IN WRITING BY THE DEPARTMENT. REPAIRED ONSITE IT SHOULD BE MOVED TO THE MAINTENANCE AND FUELING REQUIREMENT OF THIS RULE DOES NOT APPLY TO THE FOLLOWING (I) NAME AND LOCATION OF THE WATERS DAMAGED. (5) EXCEPT FROM MODES OF TRANSPORTATION OTHER THAN PIPELINES, AREA IF POSSIBLE. OTHERWISE, SUITABLE ON SITE CONTAINERS SHOULD BE OCCURRENCES: (J) THE IDENTITY OF ANY RESPONSE ORGANIZATION RESPONDING TO THE EXERCISE DUE DILIGENCE AND DOCUMENT ATTEMPTS TO NOTIFY THE PLACED UNDER THE EQUIPMENT DURING REPAIR TO CATCH ANY SPILLED (1) DISCHARGES OR EXCEEDANCES THAT ARE UNDER THE JURISDICTION OF AN SPILL. FOLLOWING: FLUIDS AND THESE FLUIDS SHOULD BE DISPOSED OF IN A PROPER MANNER. APPLICABLE PERMIT WHEN THE SUBSTANCE IN QUESTION IS COVERED (K) WHAT MEASURES HAVE BEEN OR WILL BE UNDERTAKEN TO PERFORM (A) FOR SPILLS TO SURFACE WATER THAT CAUSE DAMAGE, THE NEAREST C. ALL REUSABLE FLUID CONTAINERS, SUCH AS GASOLINE CANS, SHALL BE BY THE PERMIT AND DEATH OR ACUTE INJURY OR ILLNESS TO ANIMALS OR HUMANS A SPILL RESPONSE. AFFECTED DOWNSTREAM WATER USER LOCATED WITHIN TEN (10) MILES INSPECTED FOR LEAKS EACH TIME THEY ARE USED. IF LEAKS ARE FOUND, THE DOES NOT OCCUR. (L) ANY OTHER INFORMATION THAT MAY BE SIGNIFICANT TO THE OF THE SPILL AND IN THE STATE OF INDIANA; FLUID SHALL BE REMOVED FROM THE CONTAINER IN A PROPER MANNER AND (2) LAWFUL APPLICATION OF MATERIALS, INCLUDING, BUT NOT LIMITED TO: RESPONSE ACTION. AND THE CONTAINER DISPOSED OF IN AN ACCEPTABLE MANNER. EMPTY (A) COMMERCIAL OR NATURAL FERTILIZERS AND PESTICIDES ON OR TO (18) "WATERS", AS DEFINED IN IC 13-11-2-265, MEANS THE ACCUMULATIONS OF (B) FOR SPILLS TO SOIL OUTSIDE THE FACILITY BOUNDARY, THE AFFECTED DISPOSABLE CONTAINER, SUCH AS GREASE TUBES AND LUBRICATING OIL AND LAND OR WATER; OR WATER, SURFACE AND UNDERGROUND, NATURAL AND ARTIFICIAL, PUBLIC AND PROPERTY OWNER OR OWNERS, OPERATOR OR OPERATORS, OR OCCUPANT BRAKE FLUID CONTAINERS, AND THEIR PACKAGING, SHALL BE DISPOSED OF IN A (B) DUST SUPPRESSION MATERIALS. PRIVATE, OR PARTS THEREOF, THAT ARE WHOLLY OR PARTIALLY WITHIN, FLOW OR OCCUPANTS. (WATER POLLUTION CONTROL BOARD; 327 IAC 2-6.1-7; FILED PROPER MANNER AND SHALL NOT BE LEFT ON THE GROUND OR IN THE OPEN ON (3) THE APPLICATION OF PETROLEUM NECESSARY FOR CONSTRUCTION THAT DOES NOT THROUGH, OR BORDER UPON THIS STATE. THE TERM DOES NOT INCLUDE ANY FEB 25, 1997, 1:00 P.M.: 20 IR 1733; READOPTED FILED JAN 10, 2001, 3:23 P.M.: THE CONSTRUCTION SITE. DAMAGE WATERS OF THE STATE. PRIVATE POND OR ANY OFF-STREAM POND, RESERVOIR, OR FACILITY BUILT FOR 24 IR 1518; ERRATA FILED FEB 6, 2006, 11:15 A.M.: 29 IR 1936; ERRATA FILED OCT 2. CONSTRUCTION MATERIALS AND THEIR PACKAGING (4) SPILLS OF LESS THAN ONE (1) POUND OR ONE (1) PINT. REDUCTION OR CONTROL OF POLLUTION OR COOLING OF WATER PRIOR TO 20, 2006, 10:08 A.M.: 20061101-IR-327060497ACA; READOPTED FILED NOV 21, A. EROSION CONTROL MEASURE SHOWN ON THE SUBJECT PROJECT SHALL BE (5) SPILLS OF INTEGRAL OPERATING FLUIDS, IN THE USE OF MOTOR VEHICLES OR DISCHARGE UNLESS THE DISCHARGE FROM THE POND, RESERVOIR, OR 2007, 1:16 P.M.: 20071219-IR-327070553BFA; ERRATA FILED MAY 27, 2008, 2:06 IMPLEMENTED PRIOR TO AND DURING CONSTRUCTION IN THE PROPER OTHER EQUIPMENT, THE TOTAL VOLUME OF WHICH IS LESS THAN OR EQUAL TO FACILITY CAUSES OR THREATENS TO CAUSE WATER P.M.: 20080625-IR-327080419ACA) SEQUENCING TO MINIMIZE SOIL EROSION. EROSION CONTROLS SHALL BE FIFTY-FIVE (55) GALLONS AND WHICH DO NOT DAMAGE WATERS OF THE STATE. POLLUTION. (WATER POLLUTION CONTROL BOARD; 327 IAC 2-6.1-4; FILED FEB 25, INSPECTED AND MAINTAINED AS DESCRIBED ELSEWHERE ON THE PLANS. (6) OIL SHEENS PRODUCED AS A RESULT OF THE NORMAL OPERATION OF PROPERLY 1997, 1:00 P.M.: 20 IR 1731; ERRATA FILED MAR 7, 1997, 2:25 P.M.: 20 IR 1738; 327 IAC 2-6.1-8 EMERGENCY SPILL RESPONSE ACTIONS EXCESSIVE DUSTING OF SOIL ON THE SITE SHALL BE MINIMIZED BY REDUCING FUNCTIONING WATERCRAFT. READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; READOPTED FILED NOV 21, AUTHORITY: IC 13-14-8-7 CONSTRUCTION TRAFFIC ACROSS BARE SOIL DURING DRY AND/OR WINDY (7) A RELEASE OF A SUBSTANCE INTEGRAL TO A SPILL RESPONSE ACTIVITY THAT HAS 2007, 1:16 P.M.: 20071219-IR-327070553BFA) AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17 WEATHER, AND BY APPLYING WATER OR OTHER ACCEPTABLE DUST CONTROL BEEN APPROVED AND AUTHORIZED BY A STATE OR FEDERAL ONSCENE SEC. 8. NOTWITHSTANDING ANY OTHER SECTION OF THIS RULE, COORDINATOR. (WATER POLLUTION CONTROL BOARD; 327 IAC 2-6.1-3; FILED FEB 25, MEASURES TO THE SOIL. UPON COMPLETION OF CONSTRUCTION AND SUITABLE 327 IAC 2-6.1-5 REPORTABLE SPILLS; FACILITY EMERGENCY SPILL RESPONSE ACTIONS TAKE PRECEDENCE OVER REPORTING 1997, 1:00 P.M.: 20 IR 1731; ERRATA FILED MAR 7, 1997, 2:25 P.M.: ESTABLISHMENT OF PERMANENT VEGETATION, TEMPORARY EROSION CONTROL AUTHORITY: IC 13-14-8-7 REQUIREMENTS, AND WHEN EMERGENCY SPILL RESPONSE ACTIVITIES RENDER 20 IR 1738; READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; READOPTED FILED NOV MEASURES SUCH AS SILT FENCE, CHECK DAMS AND INLET PROTECTION AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17 SPILL REPORTING INCONSISTENT WITH EFFECTIVE RESPONSE ACTIVITIES, 21, 2007, 1:16 P.M.: 20071219-IR-327070553BFA) DEVICES SHALL BE REMOVED IN A MANNER TO MINIMIZE ADDITIONAL LAND SEC. 5. THE FOLLOWING SPILLS FROM A FACILITY MUST BE REPORTED: COMMUNICATION OF THE SPILL REPORT TO THE INDIANA DEPARTMENT OF DISTURBANCE. ANY AREAS DISTURBED BY THESE OPERATIONS SHALL BE (1) SPILLS THAT DAMAGE THE WATERS OF THE STATE SO AS TO CAUSE DEATH ENVIRONMENTAL MANAGEMENT MAY BE DELAYED. IN SITUATIONS WHERE THE 327 IAC 2-6.1-4 DEFINITIONS PROPERLY REVEGATATED. OR ACUTE INJURY OR ILLNESS TO HUMANS OR ANIMALS. SPILL REPORT IS DELAYED, THE BURDEN OF PROVING THE NEED FOR THE B. LARGE WASTE MATERIALS CREATED BY CUTTING, SAWING, DRILLING, ORAUTHORITY: IC 13-14-8-7 (2) SPILLS FROM A FACILITY THAT HAS BEEN NOTIFIED IN WRITING BY A WATER DELAY SHALL BE UPON THE RESPONSIBLE PERSON. (WATER POLLUTION AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17; IC 14-8-2-7; IC OTHER OPERATIONS SHALL BE PROPERLY DISPOSED OF IN SUITABLE WASTE UTILITY THAT IT IS LOCATED IN A DELINEATED PUBLIC WATER SUPPLY CONTROL BOARD; 327 IAC 2-6.1-8; FILED FEB 25, 1997, 1:00 P.M.: 20 IR 1734; 14-25-7-13; IC 14-25-7-15 CONTAINERS. THE SITE SHALL BE CHECKED AT THE END OF THE DAY, AS A WELLHEAD PROTECTION AREA AS APPROVED BY THE DEPARTMENT UNDER 327 READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; READOPTED FILED NOV 21, SEC. 4. IN ADDITION TO THE DEFINITIONS CONTAINED IN IC 13-11-2-17(D), IC MINIMUM, AND ALL WASTE MATERIALS, INCLUDING THOSE BLOWN ACROSS OR IAC 8-4.1 THAT ARE: 2007, 1:16 P.M.: 20071219-IR-327070553BFA) 13-11-2-35(A), IC 13-11-2-51, IC 13-11-2-158(A), IC 13-11-2-160, IC 13-11-2-260, IC 13-11-2-265, OFF THE SITE BY WIND SHALL BE PICKED UP AND DISPOSED OF IN SUITABLE (A) SPILLS OF HAZARDOUS SUBSTANCES OR EXTREMELY HAZARDOUS AND IN 327 IAC 1, THE FOLLOWING DEFINITIONS APPLY THROUGHOUT THIS RULE: CONTAINERS. WHERE POSSIBLE, OPERATIONS SUCH AS SAWING THAT CREATESUBSTANCES WHEN THE AMOUNT SPILLED EXCEEDS ONE HUNDRED 327 IAC 2-6.1-9 COMPLIANCE CONFIRMATION (1) "ANIMAL" MEANS ALL MAMMALS, BIRDS, REPTILES, AMPHIBIANS, FISH, CRUSTACEANS, (100) POUNDS OR THE REPORTABLE QUANTITY, WHICHEVER IS LESS; SMALL PARTICLES SHOULD BE PERFORMED IN ONE SPOT IN AN AREA AUTHORITY: IC 13-14-8-7 AND MOLLUSKS. (B) SPILLS OF PETROLEUM WHEN THE AMOUNT SPILLED EXCEEDS PROTECTED FROM WIND, AND WASTE PARTICLES COLLECTED AND DISPOSED AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17 (2) "AQUATIC LIFE" MEANS THOSE PLANTS AND MACROINVERTEBRATES THAT ARE FIFTY-FIVE (55) GALLONS; OR OF FREQUENTLY TO MINIMIZE WIND DISPERSAL. PACKAGING USED TO SEC. 9. WHEN SPILL REPORTING AND RESPONSE, AS PROVIDED FOR IN DEPENDENT UPON AN AQUATIC ENVIRONMENT. (C) SPILLS OF OBJECTIONABLE SUBSTANCES AS DEFINED IN SECTION 4(11) TRANSPORT MATERIALS TO THE SITE FOR CONSTRUCTION OF THE FACILITY THIS RULE, HAS OCCURRED, THE DEPARTMENT SHALL, UPON REQUEST, ISSUE A (3) "CONTAIN" MEANS TO TAKE SUCH IMMEDIATE ACTION AS NECESSARY TO DAM, OF THIS RULE. SHALL BE DISPOSED OF PROPERLY, WHETHER THE MATERIAL IS TAKEN OUT OF LETTER CONFIRMING COMPLIANCE WITH THIS RULE AND STATING THAT NO BLOCK, RESTRAIN, OR OTHERWISE ACT TO MOST EFFECTIVELY (3) SPILLS THAT DAMAGE WATERS OF THE STATE AND THAT: ITS PACKAGE AND INCORPORATED INTO THE PROJECT IMMEDIATELY OR FURTHER ACTION IS REQUIRED UNDER THIS RULE. (WATER POLLUTION PREVENT A SPILL FROM ENTERING WATERS OF THE STATE OR MINIMIZE DAMAGE TO (A) ARE LOCATED WITHIN FIFTY (50) FEET OF A KNOWN PRIVATE DRINKING STORED ONSITE FOR FUTURE USE. PACKAGED MATERIALS STORED ONSITE CONTROL BOARD; 327 IAC 2-6.1-9; FILED FEB 25, 1997, 1:00 P.M.: 20 IR 1734; THE WATERS OF THE STATE FROM A SPILL. WATER WELL LOCATED BEYOND THE FACILITY PROPERTY BOUNDARY; OR SHALL BE INSPECTED REGULARLY AND ANY LOOSE PACKAGING SHALL BE READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; READOPTED FILED NOV 21, (4) "DAMAGE" MEANS THE ACTUAL OR IMMINENT ALTERATION OF THE WATERS OF THE (B) ARE LOCATED WITHIN ONE HUNDRED (100) YARDS OF: REPAIRED OR DISPOSED OF PROPERLY. 2007, 1:16 P.M.: 20071219-IR-327070553BFA) STATE SO AS TO RENDER THE WATERS HARMFUL, DETRIMENTAL, (I) ANY HIGH QUALITY WATER DESIGNATED AS AN OUTSTANDING C. ALL DEWATERING OF ACTIVITIES SHALL BE DONE IN ACCORDANCE TO GOOD OR INJURIOUS TO: STATE RESOURCE PURSUANT TO 327 IAC 2-1-2(3), EXCLUDING LAKE EROSION CONTROL PRACTICES. THESE PRACTICES SHOULD INCLUDE THE USE (A) PUBLIC HEALTH, SAFETY, OR WELFARE; MICHIGAN; OF DIRT BAGS SUCH AS SILT FENCE INLET PROTECTION. THE USE OF THESE (B) DOMESTIC, COMMERCIAL, INDUSTRIAL, AGRICULTURAL, OR RECREATIONAL (II) ANY WATER DESIGNATED AS EXCEPTIONAL USE PURSUANT TO TYPES OF DEWATERING DEVICES WILL REMOVE LARGE QUANTITIES OF SILT, USES; OR 327 IAC 2-13(A)(6) \[SIC., 327 IAC 2-1-3(A)(6)\] AND 327 IAC 2-1-11(B); SEDIMENT, AND DIRT AND PREVENT THESE MATERIALS TO ENTER THE STORM (C) ANIMALS OR AQUATIC LIFE. (III) ANY WATER DESIGNATED AS CAPABLE OF SUPPORTING A SEWER SYSTEM. (5) "DOWNSTREAM WATER USER" MEANS: SALMONID FISHERY PURSUANT TO 327 IAC 2-1-6(C)(1), EXCEPT LAKE D. IF THE USE OF LIME IS USED TO STABILIZE THE SOIL OF THE SITE THEN ALL (A) A COMMUNITY PUBLIC WATER SUPPLY, AS IDENTIFIED BY THE MICHIGAN; CONSTRUCTION EQUIPMENT USED SHALL BE CLEANED OF ALL EXCESS DEPARTMENT OF NATURAL RESOURCES UNDER IC 14-25-7-13(D); OR MATERIAL WITH WATER IN THE MAINTENANCE AND REFUELING AREA AS SHOWN (B) A SIGNIFICANT WATER WITHDRAWAL FACILITY AS REGISTERED WITH THE (IV) ANY WATER THAT IS A FISH HATCHERY, FISH AND WILDLIFE AREA, WITHIN THESE PLANS. DEPARTMENT OF NATURAL RESOURCES UNDER IC 14-25-7-15; NATURE PRESERVE, OR RECREATIONAL WATER OWNED BY THE E. NUTRIENTS AND FERTILIZERS SHALL ONLY BE USED TO ESTABLISH RAPID (C) USERS OF RECREATIONAL WATERS; OR DEPARTMENT OF NATURAL RESOURCES OR THE FEDERAL VEGETATION. WHEN THESE PRODUCTS ARE UTILIZED, THE USER SHOULD PAY (D) ANY OTHER USER MADE KNOWN TO THE PERSON WHO HAS A SPILL. GOVERNMENT. STRICT ATTENTION TO THE PRODUCTS RECOMMENDED USAGE. (6) "EXTREMELY HAZARDOUS SUBSTANCE" MEANS A SUBSTANCE IDENTIFIED PURSUANT (4) FOR ANY SPILL WHICH DOES NOT MEET THE CRITERIA IN SUBDIVISIONS (1) STEVEN SCOTT RUCKER P.E. 11300279 3. CONCRETE WASTE WATER TO 42 U.S.C. 11002 AND 11004. (40 CFR 355 APPENDIX A.) THROUGH (3), THE FOLLOWING MUST BE REPORTED: A. ALL CONCRETE WASTEWATER SHALL BE DISPOSED OF IN THE DESIGNED (7) "FACILITY" MEANS ALL LAND, BUILDINGS, EQUIPMENT, STRUCTURES, AND OTHER (A) SPILLS TO SURFACE WATERS: AREA AS DIRECTED BY THE CONSTRUCTION MANAGER. THIS AREA IS TO BE A 3' STATIONARY ITEMS THAT ARE LOCATED ON A SINGLE SITE OR (I) SPILLS OF HAZARDOUS SUBSTANCES OR EXTREMELY HAZARDOUS DEEP, 10' SQUARE PIT AS DETAILED ON THE EROSION CONTROL PLAN. THIS ON CONTIGUOUS SITES AND THAT ARE OWNED OR OPERATED BY THE SAME PERSON OR SUBSTANCES WHEN THE AMOUNT SPILLED EXCEEDS ONE HUNDRED AREA SHALL BE INSPECTED ON A DAILY BASIS AT A MINIMUM. WHEN THIS AREA BY ANY PERSON WHO CONTROLS, IS CONTROLLED BY, OR IS (100) POUNDS OR THE REPORTABLE QUANTITY, WHICHEVER IS LESS; BECOMES FULL, THE POLLUTANTS SHALL BE EXCAVATED, PLACED IN AN UNDER COMMON CONTROL WITH, SUCH PERSON. (II) SPILLS OF PETROLEUM OF SUCH QUANTITY AS TO CAUSE A ACCEPTABLE CONTAINER AND DISPOSED OF IN PROPER MANNER, BY THE (8) "FACILITY BOUNDARY" MEANS THE BOUNDARY OF A FACILITY OR AN EASEMENT OR SHEEN UPON THE WATERS; EXCAVATION CONTRACTOR. RIGHT-OF-WAY. OR 4. PAINT PRODUCTS (9) "HAZARDOUS SUBSTANCE" HAS THE MEANING SET FORTH IN 42 U.S.C. 9601(14). (III) SPILLS OF OBJECTIONABLE SUBSTANCES AS DEFINED IN SECTION A. ALL EXCESS PAINT AND THEIR RELATED PRODUCTS SHALL BE DISPOSED OF (10) "MODE OF TRANSPORTATION" INCLUDES, BUT IS NOT LIMITED TO, CARRIAGE BY: 4(11) OF THIS RULE. IN THE MANNER AT WHICH THE MANUFACTURER SUGGESTS. UNDER NO (A) RAIL AND MOTOR VEHICLES; (B) SPILLS TO SOIL BEYOND THE FACILITY BOUNDARY: CIRCUMSTANCES WILL PAINT OR THEIR RELATED PRODUCTS BE CLEANED OR (B) AIRCRAFT; (I) SPILLS OF HAZARDOUS SUBSTANCES OR EXTREMELY HAZARDOUS DISPOSED OF IN SOIL, SANITARY SEWERS, STORM SEWERS OR DETENTION (C) WATERCRAFT; SUBSTANCES WHEN THE AMOUNT SPILLED EXCEEDS ONE HUNDRED (D) PIPELINES; OR BASINS. ANY VIOLATION OF THIS SHALL BE REPORTED TO THE JOB (100) POUNDS OR THE REPORTABLE QUANTITY, WHICHEVER IS LESS; (E) OTHER MEANS OF TRANSPORTATION; SUPERINTENDENT. (II) SPILLS OF PETROLEUM WHEN THE AMOUNT SPILLED EXCEEDS IN THE EVENT OF ACCIDENTALLY CONTAMINATION ALL EFFORTS SHOULD BE FIFTY-FIVE (55) GALLONS; MADE TO REMOVE CONTAMINANTS IN AN APPROPRIATE MANNER. THE CARMEL OR FIRE DEPARTMENT SHOULD BE CONTACTED IMMEDIATELY TO DETERMINE IF(III) SPILLS OF OBJECTIONABLE SUBSTANCES AS DEFINED IN SECTION 4(11) OF THIS RULE. FURTHER MEASURES ARE NEEDED. (C) SPILLS TO SOIL WITHIN THE FACILITY BOUNDARY: (I) SPILLS OF HAZARDOUS SUBSTANCES OR EXTREMELY HAZARDOUS SUBSTANCES WHEN THE AMOUNT SPILLED EXCEEDS THE REPORTABLE QUANTITY; (II) SPILLS OF PETROLEUM WHEN THE SPILLED AMOUNT EXCEEDS ONE THOUSAND (1,000) GALLONS; OR HAMILTON COUNTY (III) SPILLS OF OBJECTIONABLE SUBSTANCES AS DEFINED IN SECTION 4(11) OF THIS RULE. 4 (5) ANY SPILL FOR WHICH A SPILL RESPONSE HAS NOT BEEN DONE. 146th ST. 146th ST.4 4 (WATER POLLUTION CONTROL BOARD; 327 IAC 2-6.1-5; FILED FEB 25, 1997, 1:00 4 4 44 4 SOILS TYPE LEGEND A 4 4 P.M.: 20 IR 1732; ERRATA FILED MAR 7, 1997, 2:25 P.M.: 20 IR 1738; READOPTED 4 4 4 141st ST. 4 4 4 FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; READOPTED FILED NOV 21, 2007, 1:16 4 4 4 44 4 SOIL P.M.: 20071219-IR-327070553BFA) 4 4 Br 4 BROOKSTON SILTY CLAY LOAM 4 STABILIZATION 44 4 4 4 4 4 METHOD THE MAIN SOIL FEATURES THAT ADVERSELY AFFECT ENGINEERING USES OF THIS A 4 4 4 4 SOIL ARE A SEASONAL HIGH WATER TABLE, HIGH POTENTIAL FROST ACTION, 4 4 MAIN ST.PERMANENT A A 131st ST. MODERATE SHRINK-SWELL POTENTIAL, AND MODERATE PERMEABILITY. THIS SOIL SEEDING 4 146th ST. 4 HAS SEVERE LIMITATIONS FOR BUILDING SITES. THE SITES NEED TO BE 4 DORMANT 4 4 ARTIFICIALLY DRAINED AND PROTECTED FROM FLOODING. DWELLINGS AND SMALL 126th ST. 4 4 SEEDING 4 4 BUILDINGS WITH BASEMENTS SHOULD NOT BE CONSTRUCTED ON THIS SOIL. USING 4 4 4 4 PROPERLY DESIGNED FOUNDATIONS AND FOOTINGS HELPS TO PREVENT 4 4 4 4 4 TEMPORARY 44 4 STRUCTURAL DAMAGE FROM FROST ACTION AND SHRINKING AND SWELLING OF 4 4 4 4 SEEDING 4A A 4 THE SOIL. THIS SOIL HAS SEVERE LIMITATIONS FOR LOCAL ROADS AND STREETS 4 Br 116th ST. 4 116th ST.4 BECAUSE OF SEASONAL HIGH WATER TABLE AND HIGH POTENTIAL FROST ACTION. A4 4 CrA SODDING INSTALLATION OF DRAINAGE DITCHES ALONG ROADS HELPS TO LOWER THE WATER 4 4 111th ST. TABLE AND PREVENT DAMAGE FROM FROST ACTION. THE BASE MATERIAL FOR 4 4 ROADS AND STREETS SHOULD BE REPLACED OR STRENGTHENED WITH SUITABLE 4 4 MULCHING 4 MATERIAL. 106th ST. 106th ST. 4 A R 4 A = KENTUCKY BLUEGRASS* 40 LBS/ACRE; CREEPING RED FESCUE 40 LBS/ACRE; N 4 CrA 4 CROSBY SILT LOAM 4 PLUS 2 TONS STRAW MULCH/ACRE, OR ADD ANNUAL RYEGRASS 20 LBS/ACRE. 4 4 4 0 TO 2 PERCENT SLOPES. THE MAIN SOIL FEATURES THAT ADVERSELY AFFECT THE 4 B = KENTUCKY BLUEGRASS* 60 LBS/ACRE; CREEPING RED FESCUE 60 LBS/ACRE; 4 4 4 A ENGINEERING USES OF THIS SOIL ARE A SEASONAL HIGH WATER TABLE, 4 PLUS 2 TONS STRAW MULCH/ACRE, OR ADD ANNUAL RYEGRASS 30 LBS/ACRE. Br WE A 96th ST. 96th ST. MODERATE SHRINK-SWELL POTENTIAL, HIGH POTENTIAL FROST ACTION, AND SLOW Know what's C = SPRING OATS 3 BUSHEL/ACRE. 4 PERMEABILITY. THIS SOIL HAS SOME SEVERE LIMITATIONS FOR BUILDING SITES. D = WHEAT OR RYE 2 BUSHEL/ACRE. 4 SHEET NO. 4 THE SITES NEED TO BE ARTIFICIALLY DRAINED TO PREVENT WETNESS FROM 4 4 E = ANNUAL RYEGRASS 40 LBS/ACRE. 4 4 4 A 4 C102 S BECOMING A PROBLEM. DWELLINGS AND SMALL BUILDINGS WITH BASEMENTS 4 F = SOD (BLEND 3 IMPROVED VARIETIES). 4 4 SHOULD NOT BE CONSTRUCTED ON THIS SOIL. USING PROPERLY DRAINED Br G = STRAW MULCH 2 TONS/ACRE. 86th ST. 4 NO SCALE 86th ST.4 FOUNDATIONS AND FOOTINGS HELPS TO PREVENT STRUCTURAL DAMAGE FROM 4 */I/* IRRIGATION NEEDED DURING JUNE, JULY, AND/OR SEPTEMBER. A LOW STRENGTH AND SHRINKING AND SWELLING OF THE SOIL. THIS SOIL HAS ** IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD. PROJECT LOCATION SEVER LIMITATIONS FOR LOCAL ROADS AND STREETS. THE BASE MATERIAL FOR *KENTUCKY BLUEGRASS BLEND OF 3 IMPROVED VARIETIES. PROJECT LOCATION PROJECT NO. ROADS NEEDS TO BE STRENGTHENED OR REPLACED WITH SUITABLE MATERIAL. SEASONAL SOIL PROTECTION CHART AREA MAPSOILS MAP W17.0206 TABLE 1. TEMPORARY SEEDING SPECIFICATIONSTABLE 1. TEMPORARY SEEDING SPECIFICATIONS LIFT HANDLES STANDARD 2" OVERFLOW SEED SPECIES RATE PER ACRE PLANTING DEPTH OPTIMUM DATES 12 11 GAUGE STEEL SUSPENSION SYSTEM REAR CURB GUARD FLAP AREA WITH MAGNETIC TIE-DOWNS 150 LBS. WHEAT OR RYESEPT. 15 - OCT. 30 SPRING OATS100 LBS. 1 INCHMARCH 1 - APRIL 15 MARCH 1 - MAY 1 40 LBS. ANNUAL RYEGRASS AUG. 1 - SEPT. 1 GERMAN MILLET 40 LBS.1 TO 2 INCHESMAY 1 - JUNE 1 SUDANGRASS35 LBS. 1 TO 2 INCHESMAY 1 - JULY 30 1 TO 2 INCHES APRIL 15 - JUNE 1 BUCKWHEAT60 LBS. CORN (BROADCAST)300 LBS. 1 TO 2 INCHESMAY 11 - AUG. 10 SORGHUM35 LBS. 1 TO 2 INCHESMAY 1 - JULY 15 2-WOOD POST/STAKES WRAPPED STAINLESS MAXIMUM LOAD SLOPE AND DISTANCE FOR WITH SILT FENCE AND ROTATED AT STEEL WHICH A SILT FENCE IS APPLICABLE LEAST ONE FULL TURN TO SECURE CLAMPING SILT FENCE END IN PLACE BAND LOAD SLOPEMAX. DISTANCE ABOVE FENCE REPLACEABLE SEDIMENT BAGSSILT FENCE WITH GEOTEXTILE FILTER FABRIC LESS THAN 2%100 FT. 2 TO 5%75 FT. 2-WOOD POST/STAKES WRAPPED 50 FT. WITH SILT FENCE AND ROTATED5 TO 10% 25 FT. AT LEAST TWO FULL TURNS TO10 TO 20% 15 FT. PROVIDE A SECURE CONNECTIONMORE THAN 20% POST SILT FENCE POSTS: STEEL T OR U TYPE, OR 2"X2" HARD WOOD POST INSTALLATION: FENCE: WOVEN WIRE, 14-1/2 GA., 6" MAX. MESH OPENING TO JOIN TO FABRIC: IN ACCORDANCE WITH ASTM D 6461 LATEST EDITION. 1.REMOVE GRATE ENDS OF TWO 2.DROP FLEXSTORM INLET FILTER ONTO FENCES. LOAD BEARING LIP OF CASTING OR POST 2"X2" WOOD OR 1.33 CONCRETE STRUCTURE POST 2"X2" WOOD OR 1.33 LBS/FOOT LBS/FOOT STEEL 6' MAX. STEEL 8' MAX. SPACING 3.REPLACE GRATE SPACING WIRE FENCE 14 GUAGE (MIN)-6" MESH WOVEN FILTER FABRIC SILT REQ'D. IN SWALES OR AREAS OF FENCE MATERIAL COVER CONCENTRATED FLOW NONWOVEN FILTER FABRIC - SECURE TO POSTS WITH 2" LATH 8"X4" TRENCH TO BE 8"X4" TRENCH TO BE BACKFILLED AND BACKFILLED AND COMPACTED COMPACTED TEMPORARY SEEDTEMPORARY SEED FINISH GRADE FINISH GRADE DRAWN ALL PRODUCTS MANUFACTURED IPP BY INLET & PIPE PROTECTION, INC FLOWFLOW CHECKED DISTRIBUTED BY ADS QA WWW.INLETFILTERS.COM (866) 287-8655 PH GEOTEXTILE FABRIC LAID MFG GEOTEXTILE FABRIC LAID ON (630) 355-3477 FX ON DOWN SLOPE SIDE UNDISTURBED DOWN SLOPE SIDE AND INFO@INLETFILTERS.COM APPROVED AND BOTTOM OF TRENCH GROUND BOTTOM OF TRENCH SIZEDWG NOREV UNDISTURBED GROUND EMBEDDED SILT FENCE MATERIAL MIN.EMBEDDED SILT FENCE MATERIAL SCALESHEET 1 OF 1 8" INTO GROUND W/ 4" LAID ALONG MIN. 8" INTO GROUND W/ 4" LAID BOTTOM OF TRENCH. SOIL SLICING INALONG BOTTOM OF TRENCH. SOIL ACCORDANCE WITH ASTM D 6462 8.2.2 ISSLICING IN ACCORDANCE WITH ALSO ACCEPTABLE. ASTM D 6462 8.2.2 IS ALSO ACCEPTABLE. WITHOUT WIRE SUPPORTWITH WIRE SUPPORT NOTE: USE THIS DETAIL IF EXISTING ASPHALT HAS BEEN REMOVED. INSTALLATION PREFABRICATED SILT FENCE NOTES: 1. LAY OUT THE LOCATION OF THE FENCE SO THAT IT IS PARALLEL TO THE CONTOUR OF THE SLOPE AND AT LEAST 10 FEET BEYOND THE TOE 1.THE SWPPP INFORMATION SIGN MUST BE LOCATED NEAR THE CONSTRUCTION OF THE SLOPE TO PROVIDE A SEDIMENT STORAGE AREA. TURN THE ENDS OF THE FENCE UP SLOPE SUCH THAT THE POINT OF CONTACT WIDTH: EXIT OF THE SITE, SUCH THAT IT IS ACCESSIBLE AND VIEWABLE BY THE BETWEEN THE GROUND AND THE BOTTOM OF THE FENCE END TERMINATES AT A HIGHER ELEVATION THAN THE TOP OF THE FENCE AT ITS (A) - 12' MINIMUM OR FULL WIDTH GENERAL PUBLIC, BUT NOT OBSTRUCTING VIEWS AS TO CAUSE A SAFETY LOWEST POINT. OF ENTRANCE/EXIT DRIVE, HAZARD. 2. EXCAVATE AN EIGHT-INCH DEEP BY FOUR-INCH WIDE TRENCH ALONG THE ENTIRE LENGTH OF THE FENCE LINE. INSTALLATION BY PLOWING WHICHEVER IS GREATER. IS ALSO ACCEPTABLE. 2.ALL POSTED DOCUMENTS MUST BE MAINTAINED IN A CLEARLY READABLE #2 STONE AGGREGATE2"-3"(MIN.) (OPTIONAL)3. INSTALL THE SILT FENCE WITH THE FILTER FABRIC LOCATED ON THE UP-SLOPE SIDE OF THE EXCAVATED TRENCH AND THE SUPPORT POSTS CONDITION AT ALL TIMES THROUGHOUT CONSTRUCTION AND UNTIL THE ON THE DOWN-SLOPE SIDE OF THE TRENCH. NOTICE-OF-TERMINATION (NOT) IS FILED FOR THE PERMIT. 4. DRIVE THE SUPPORT POSTS AT LEAST 18 INCHES INTO THE GROUND, TIGHTLY STRETCHING THE FABRIC BETWEEN THE POSTS AS EACH IS GEOTEXTILE FABRIC UNDERLINER 6" (MIN.) DRIVEN INTO THE SOIL. MINIMUM OF 12 INCHES OF THE FILTER FABRIC SHOULD EXTEND INTO THE TRENCH. 3.CONTRACTOR SHALL POST OTHER STORM WATER AND/OR EROSION AND 5. LAY THE LOWER FOUR INCHES OF FILTER FABRIC ON THE BOTTOM OF THE TRENCH AND EXTEND IT TOWARD THE UP-SLOPE SIDE OF THE INSTALLATION SEDIMENT CONTROL RELATED PERMITS ON THE SIGN AS REQUIRED BY THE TRENCH. 1.REMOVE ALL VEGETATION AND OTHER OBJECTIONABLE MATERIAL FROM THE FOUNDATION AREA. GOVERNING AGENCY. 6. BACKFILL THE TRENCH WITH SOIL MATERIAL AND COMPACT IT IN PLACE. 2.GRADE THE FOUNDATION AND CROWN FOR POSITIVE DRAINAGE. 3.INSTALL A CULVERT PIPE UNDER THE PAD IF NEEDED TO MAINTAIN PROPER PUBLIC ROAD DRAINAGE. 4.SIGN SHALL BE LOCATED OUTSIDE OF PUBLIC RIGHT-OF-WAY AND EASEMENTS NOTE: IF THE SILT FENCE IS BEING CONSTRUCTED ON-SITE, ATTACH THE FILTER FABRIC TO THE SUPPORT POSTS AND ATTACH WOODEN 4.IF WET CONDITIONS ARE ANTICIPATED, PLACE GEOTEXTILE FABRIC ON THE GRADED FOUNDATION TO UNLESS APPROVED BY THE GOVERNING AGENCY. LATHE TO SECURE THE FABRIC TO THE POSTS. ALLOW FOR AT LEAST 12 INCHES OF FABRIC BELOW GROUND LEVEL. COMPLETE THE SILT IMPROVE STABILITY. FENCE INSTALLATION, FOLLOWING STEPS 1 THROUGH 6 ABOVE. 5.PLACE AGGREGATE (INDOT CA NO. 2) TO THE DIMENSIONS AND GRADE SHOWN IN THE CONSTRUCTION 5.CONTRACTOR IS RESPONSIBLE FOR ENSURING STABILITY OF THE SWPPP PLANS, LEAVING THE SURFACE SMOOTH AND SLOPED FOR DRAINAGE. INFORMATION SIGN. 6.TOP-DRESS THE DRIVE WITH WASHED AGGREGATE (INDOT CA NO.53). MAINTENANCE 7.WHERE POSSIBLE, DIVERT ALL STORM WATER RUNOFF AND DRAINAGE FROM THE TEMPORARY _ INSPECT WITHIN 24 HOURS OF A RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS. CONSTRUCTION INGRESS/EGRESS PAD TO A SEDIMENT TRAP OR BASIN. _ IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY. NOTE: ALL REPAIRS SHOULD MEET SPECIFICATIONS AS OUTLINED WITHIN THIS MEASURE. "SWPPP INFORMATION" MUST MAINTENANCE OF EXISTING PAVEMENT _ REMOVE DEPOSITED SEDIMENT WHEN IT IS CAUSING THE FILTER FABRIC TO BULGE OR WHEN IT REACHES ONE-HALF THE HEIGHT OF THE BE DISPLAYED PROMINENTLY _ INSPECT DAILY. FENCE AT ITS LOWEST POINT. WHEN CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT ACROSS THE TOP OF THE SIGN,STEVEN SCOTT RUCKER P.E. 11300279 SWPPP INFORMATION _ CHECK FOR RUTTING AND BREAKDOWN OF ASPHALT. DEPOSITS, GRADE THE SITE TO BLEND WITH THE SURROUNDING AREA, AND STABILIZE. AS SHOWN IN THE DETAIL. _ IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PRIVATE AND PUBLIC ROADS. _ FLUSHING SHOULD ONLY BE USED IF THE WATER FROM THE CONSTRUCTION DRIVE CAN BE CONVEYED INTO A REFERENCE IN CHAPTER 7 PAGES 215-221 IN THE INDIANA STORM WATER QUALITY MANUAL COPY SEDIMENT TRAP OR BASIN. COPY OF COPY OF - IF PAVEMENT FAILS AND BREAKS APART DURING CONSTRUCTION, REPLACE PAVEMENT SECTION WITH THE IDEM OFDRAINAGE STONE AGGREGATE ENTRANCE DETAIL PROVIDED ON THIS SHEET. NOTICE OF NOI SEDIMENTATION/SILT FENCE APPROVAL SIGN TO BE CONSTRUCTED SUFFICIENCY LETTER REFERENCED IN CHAPTER 7 PAGE 22 AND 23 IN INDIANA STORM WATER QUALITY MANUAL. OF A RIGID MATERIAL, SUCH (NO SCALE) AS PLYWOOD OR OUTDOOR SIGN BOARD. SIGN MUST BE COPYCOPYCOPY CONSTRUCTED IN A MANNER OFOFOF TO PROTECT DOCUMENTS TEMPORARY CONSTRUCTION INGRESS/EGRESS PAD CONSTRUCTIONCONSTRUCTIONCONSTRUCTION FROM DAMAGE DUE TO SITESITESITE WEATHER (WIND, SUN, SMALL SITES - LESS THAN TWO ACRES(NO SCALE) NOTICE ASNOTICE ASNOTICE AS MOISTURE, ETC.). APPLICABLEAPPLICABLEAPPLICABLE DETAILED DESCRIPTION OF THE LOCATION OF THE INSTALLATION SWPPP DOCUMENTATION (BINDER AND SITE MAPS) 1.UTILIZE AND FOLLOW THE DESIGN IN THE STORM WATER POLLUTION PREVENTION ON THE SITE. PLAN TO INSTALL THE SYSTEM. 2.DEPENDENT UPON THE TYPE OF SYSTEM, EITHER EXCAVATE THE PIT OR INSTALL 3/8" TREATED 1.ACTUAL LAYOUT DETERMINED IN THE CONTAINMENT SYSTEM. PLYWOOD 48"x24" FIELD. 3.A BASE SHALL BE CONSTRUCTED AND PREPARED THAT IS FREE OF ROCKS AND PAINTED WHITE OTHER DEBRIS THAT MAY CAUSE TEARS OR PUNCTURES IN THE POLYETHYLENE 2.THE CONCRETE WASHOUT SIGN WOOD OR METAL LINING. SHALL BE INSTALLED WITHIN STAKES TO SECURE 4.INSTALL THE POLYETHYLENE LINING. FOR EXCAVATED SYSTEMS, THE LINING WOOD OR METAL BLACK LETTER 6" HEIGHT METAL PINS OR STAPLES 30FT. OF THE TEMP. CONCRETE THE STRAW BALES SHOULD EXTEND OVER THE ENTIRE EXCAVATION. THE LINING FOR BERMED STAKES TO SECURE TO SECURE THE CONCRETEWASHOUT FACILITY. (TWO PER BALE) SYSTEMS SHOULD BE INSTALLED OVER THE POOLING AREA WITH ENOUGH MATERIAL THE STRAW BALES POLYETHYLENE LINING WASHOUT TO EXTEND THE LINING OVER THE BERM OR CONTAINMENT SYSTEM. THE LINING (TWO PER BALE) 0.5" LAG SCREWS TO THE STRAW BALES SHOULD BE SECURED WITH PINS, STAPLES, OR OTHER FASTENERS. BINDING WIRE 5.PLACE FLAGS, SAFETY FENCING, OR EQUIVALENT TO PROVIDE A BARRIER TO CONSTRUCTION EQUIPMENT AND OTHER TRAFFIC. POLYETHYLENE LINING 10 6.PLACE A NON-COLLAPSING, NON-WATER HOLDING COVER OVER THE WASHOUT SECTION LINE MIL. EXTENDING OVER FACILITY PRIOR TO A PREDICTED RAINFALL EVENT TO PREVENT ACCUMULATION OF BALES WOOD POST 3"x3"x8' WATER AND POSSIBLE OVERFLOW OF THE SYSTEM (OPTIONAL). STRAW BALE (TYP) 7.INSTALL SIGNAGE THAT IDENTIFIES CONCRETE WASHOUT AREAS. 8.POST SIGNS DIRECTING CONTRACTORS AND SUPPLIERS TO DESIGNATED LOCATIONS. 9.WHERE NECESSARY, PROVIDE STABLE INGRESS AND EGRESS (SEE TEMPORARY CONSTRUCTION INGRESS/EGRESS PAD ON PAGE 17) OR ALTERNATIVE APPROACH STRAW BALE (TYP) PAD FOR CONCRETE WASHOUT SYSTEMS. POLYETHYLENE LINING 10 10.USE A 10 MIL. POLYETHYLENE LINED DUMPSTER AS AN ALTERNATE. SWPPP INFORMATION SIGN MIL. EXTENDING OVER 10 MIL. PLASTIC LININGWOOD OR METAL BALES (NO SCALE) STAKES (TYP) - 2 PER MAINTENANCE METAL PINS OR STAPLES NATIVE MATERIAL (OPTIONAL) BALE SECTION PLAN 1.INSPECT DAILY AND AFTER EACH STORM EVENT FOR LEAKS, SPILLS, TRACKING OF TO SECURE THE SOIL BY EQUIPMENT, AND THE POLYETHYLENE LINING FOR FAILURE. POLYETHYLENE LINING TO R 2.ONCE CONCRETE WASTES HARDEN, REMOVE AND DISPOSE OF THE MATERIAL. THE STRAW BALES EXCESS CONCRETE SHOULD BE REMOVED WHEN THE WASHOUT SYSTEM REACHES 50 PERCENT OF THE DESIGN CAPACITY AND SHOULD NOT BE USED UNTIL PROPERLY CLEANED OUT. ALTERNATE Know what's 3.PLASTIC LINER SHOULD BE REPLACED AFTER EVERY CLEANING, THE REMOVAL OF CONTRACTOR MAY USE A 10 MIL. POLYETHYLENE LINED DUMPSTER FOR CONCRETE WASHOUT. SHEET NO. MATERIAL USUALLY DAMAGES IT. 4.REPAIR OR ENLARGE AS NECESSARY TO MAINTAIN CAPACITY FOR CONCRETE C103 WASTE. 5.IF LIQUIDS DO NOT EVAPORATE IT MAY BE NECESSARY TO VACUUM OR REMOVE THE LIQUIDS AND DISPOSE OF THEM IN AN ACCEPTABLE METHOD. CONCRETE WASHOUT 6.WHEN CONCRETE WASHOUT SYSTEMS ARE NO LONGER REQUIRED THEY SHALL BE CLOSED AND HOLES, DEPRESSIONS AND OTHER DISTURBANCES ASSOCIATED WITHPROJECT NO. TYPE "ABOVE GRADE (NO SCALE) THE SYSTEM SHOULD BE BACKFILLED, GRADED, AND STABILIZED. W17.0206 W/ STRAW BALES" SITE PLAN GENERAL NOTES SITE PLAN NOTES 1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR PAVEMENT VERIFYING THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO P1 HEAVY DUTY ASPHALT PAVING STARTING CONSTRUCTION. P2 HEAVY DUTY CONCRETE WITH 1' CHAMFERED CORNERS 2.ALL QUANTITIES GIVEN ON THESE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED P3 STORM INLET WITH CONCRETE APRON SHOWN ON SHEET C601 BY THE BIDDING CONTRACTORS. MATCH EXISTING PAVEMENT ELEVATION P4 3.OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE 29 CFR PART 1926, REGRADE AND COMPACT EXISTING STONE P5 SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. IN ADDITION, EXCAVATION EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A HARDSCAPE REGISTERED PROFESSIONAL ENGINEER. H1 INTEGRAL WALK AND CURB 4.IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY CONTROL THROUGHOUT THIS ASPHALT PAVEMENT FLUSH WITH CONCRETE APRON H2 PROJECT. 5.TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO BUILDING ACCESSORIES CONFORM TO APPLICABLE LOCAL STANDARDS. B1 REFER TO ARCHITECTURAL DRAWINGS FOR NEW BUILDING 6.BEARINGS, DIMENSIONS, AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS AND PLATS FOR EXACT INFORMATION. SIGNAGE & MARKINGS 7.THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE S1 4" PAINTED WHITE SOLID LINES (TYP) CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE PROJECT. S2 P44" PAINTED WHITE SOLID LINE ISLAND P5 8.ALL DIMENSIONS ARE BASED ON FACE OF CURB OR BACK OF ROLL CURB OR FACE OF BUILDING. 9.SEE ARCHITECTURAL PLANS FOR DETAILS OF BUILDING, BUILDING DIMENSIONS AND SIGNAGE SPECIFICATIONS. DO NOT STAKE BUILDING FROM THESE PLANS. 10.COORDINATE CONSTRUCTION ACTIVITIES WITH ADJOINING WORK IF APPLICABLE. VERIFY EXTENT OF ADJOINING WORK AND COORDINATE AS REQUIRED. 11.FIELD VERIFY EXISTING CURBS AND TAPER PROPOSED VERTICAL CURBS TO MATCH WITHIN A MIN. OF THREE (3) FEET. P4 12. ON ACTUAL FIELD LAYOUT COORDINATES. P2 13.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL FIELD CONDITIONS, THE S1 CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 14.PROVIDE SMOOTH TRANSITION FROM NEWLY PAVED AREAS TO P2 EXISTING AREAS AS NECESSARY. ALL AREAS WHERE PROPOSED PAVEMENT MEETS EXISTING PAVEMENT, THE EXISTING EDGE OF P1 PAVEMENT SHALL BE FREE OF ALL LOOSE DEBRIS. THE EDGE OF H2 EXISTING ASPHALT PAVEMENT SHALL BE PROPERLY SEALED WITH A TACK COAT MATERIAL IN ALL AREAS WHERE NEW ASPHALT PAVEMENT PROPOSED B1 IS INDICATED TO JOIN EXISTING. ADMIN. BLDG. H1P5 3600 SF 15.RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL CONDITIONS F.F.E. 874.8 ALL AREAS WHERE THE EXISTING PAVEMENT OR LAWNS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY CONTRACTORS, P3MLAG=874.75 SUBCONTRACTORS, OR SUPPLIERS AFTER CONSTRUCTION WORK IS COMPLETE. 16.THE CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. 17.REFER TO ARCHITECTURAL PLANS FOR BUILDING ACCESSORY DETAILS. 18.REFER TO SHEET C201 FOR SITE PLAN DETAILS UNLESS OTHERWISE NOTED. S2 SITE DATA EXISTING BUILDING TO BE REMOVED = 2880 SF P1 NEW BUILDING = 9014 SF ZONING = P-1 FRONT YARD BSL REQUIRED = 40 FT FRONT YARD BUFFER = 40 FT P4 REAR YARD BSL REQUIRED = 15 FT REAR YARD BUFFER = 25 FT SIDE YARD BSL REQUIRED = 20 FT SIDE YARD BUFFER = 15 FT STEVEN SCOTT RUCKER P.E. 11300279 SITE PLAN LEGEND PAVEMENT UTILITIES FIRE DEPT HOOKUPORNAMENTAL LIGHT HEAVY DUTY ASPHALT FIRE HYDRANTSTREET LIGHT POST INDICATOR VALVECOMMUNICATIONS JUNCTION BOX CONCRETE PAVEMENT WATER MANHOLECOMMUNICATIONS MANHOLE COMMUNICATIONS PEDESTAL SPRINKLER CONTROL BOX COMPACTED CRUSHED COMMUNICATIONS RISER SPRINKLER CONTROL VALVE LIMESTONE DRIVE SURFACE BEEHIVE INLET SPRINKLER LANDSCAPE PLANTING AREA CURB INLET SPIGOT (SEE LANDSCAPE PLAN FOR DETAILS) ROUND INLET WELL HEAD SQUARE INLET WATER METER STORM MANHOLE WATER VALVE LINE TYPES DOWN SPOUT GAS METER SANITARY SEWER CLEANOUTRIGHT OF WAY LINE GAS VALVE SANITARY SEWER MANHOLE FENCE ELECTRIC MANHOLE FLAG POLE GUARD RAIL ELECTRIC OUTLET SIGNBUILDING SETBACK LINE ELECTRIC METER POST BOUNDARY LINE ELECTRICAL RISER GATE POST SECTION LINE TRANSFORMER BOLLARD GUY ANCHOR ABBREVIATIONS ELECTRIC JUNCTION BOX ROW RIGHT OF WAY GENERATOR BSL BUILDING SETBACK LINE ESMTEASEMENT UTILITY POLE D.&U.E.DRAINAGE AND UTILITY EASEMENT UTILITY POLE W/ TRANSFORMER FFE FINISH FLOOR ELEVATION N R WE Know what's SHEET NO. C200 S PROJECT NO. W17.0206 FILL PIPE FULL W/ CONCRETE ROUND TOP TO DRAIN 6"DIA. SCHEDULE 40 STEEL ROUND PIPE SEALANT SLOPE TO DRAIN PAVING 4" TYP. 14" DIA. CONCRETE FOOTING PIPE BOLLARD DETAIL (NO SCALE) 7" FIBER ADDITIVE REINFORCED CONC. 4"-#53 STONE COMPACTED SUBGRADE MAY REQUIRE TREATMENT BEFORE PAVING (NO SCALE) 1.5"-#11 H.A.C. SURFACE 2.5"-H.A.C. BINDER 3.5"-5D H.A.C. BASE 8"-#53 AGGREGATE COMPACTED SUBGRADE MAY REQUIRE TREATMENT STEVEN SCOTT RUCKER P.E. 11300279 BEFORE PAVING (NO SCALE) VARIES (SEE PLANS) 8" SCORE 1" RAD. 1/4" PER FOOT SLOPE 1/8"RAD. CLASS "A" CONCRETE 2" COMPACTED STONE DRIVE 4" COMPACTED GRANULAR BASE 6" INTEGRAL WALK AND CURB DETAIL (NO SCALE) R Know what's SHEET NO. C201 PROJECT NO. W17.0206 GENERAL GRADING NOTESGENERAL NOTES 1.CONTRACTOR SHALL REFER TO THE STORMWATER POLLUTION PREVENTION PLAN AND 1.THE SITE DOES NOT LIE IN A SPECIAL FLOOD HAZARD DETAILS FOR CONSTRUCTION SCHEDULING AND EROSION CONTROL MEASURES TO BE AREA AS ESTABLISHED BY THE FEDERAL EMERGENCY INSTALLED PRIOR TO EARTHMOVING ACTIVITIES. MANAGEMENT AGENCY - NATIONAL FLOOD INSURANCE PROGRAM, WHEN PLOTTED BY SCALE ON FLOOD 2.REFER TO THE INDIANA DEPARTMENT OF TRANSPORTATION (INDOT) STANDARD INSURANCE RATE MAP #18057C0205G, DATED NOVEMBER SPECIFICATIONS, LATEST EDITION, FOR BASIC MATERIALS AND CONSTRUCTION METHODS. 19, 2014. THE SECTIONS BELOW FOR VARIOUS ITEMS ARE TO CLARIFY THE INTENT OF THE REQUIREMENTS FOR THIS PROJECT. PLEASE NOTE THAT OTHER SECTIONS OF THE INDOT STANDARD SPECIFICATIONS MAY ALSO BE APPLICABLE. EXISTING AREAS 3.TOPSOIL SHALL BE STRIPPED FROM ALL AREAS TO RECEIVE PAVING AND FROM WITHIN THE PERVIOUS = X.XXX AC. LIMITS OF PROPOSED BUILDINGS AND STRUCTURES. TOPSOIL SHALL BE STRIPPED TO THE IMPERVIOUS = X.XXX AC. DEPTH AS NOTED IN THE GEOTECHNICAL REPORT. PROPOSED AREAS 4.AFTER STRIPPING TOPSOIL, PROOFROLL AREAS TO BE FILLED WITH A MEDIUM WEIGHT ROLLER TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE MATERIAL. PERVIOUS = 0.349 AC. RECOMMENDATIONS FOR DRYING, AMENDING AND/OR REMOVAL OF ANY UNSUITABLE IMPERVIOUS = 0.579 AC. MATERIAL WITHIN THE PROPOSED PAVED AND/OR BUILDING AREAS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION BY THE OWNER'S GEOTECHNICAL TESTING REPRESENTATIVE. 5.TOPSOIL SHALL BE PLACED IN MOUNDING AREAS, NONSTRUCTURAL FILL AND/OR PLANTING AREAS TO A MINIMUM DEPTH OF 6". EXCESS TOPSOIL SHALL BE REMOVED FROM THE SITE. 6.WHEN PERFORMING GRADING OPERATIONS DURING PERIODS OF WET WEATHER, PROVIDE ADEQUATE DEWATERING, DRAINAGE AND GROUND WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS. REFER TO GEOTECHNICAL REPORT AND/OR CONSULT WITH OWNER'S GEOTECHNICAL TESTING REPRESENTATIVE FOR RECOMMENDATIONS. 7.FILL MATERIAL SHALL CONSIST OF EARTH OBTAINED FROM CUT AREAS, BORROW PITS OR OTHER APPROVED SOURCES. EARTH SHALL BE FREE FROM ORGANIC MATTER AND OTHER DELETERIOUS SUBSTANCES AND LARGE ROCKS. THE FILL MATERIAL SHALL BE PLACED IN LAYERS NOT TO EXCEED SIX INCHES FOLLOWING COMPACTION, PROPER MOISTURE CONTENT OF FILL MATERIAL WILL BE SUCH TO ACHIEVE SPECIFIED COMPACTION DENSITY. ALL FILL BENEATH PAVED AREAS, FLOOR SLABS AND FUTURE BUILDINGS SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY PER ASTM D-1557. FIELD COMPACTING TEST SHALL BE RUN ON EACH LIFT, IN FILL SECTIONS, AND THE REQUIRED COMPACTION ON EACH LIFT SHALL BE IN ACCORDANCE WITH INDOT SECTION 211. 8.MAXIMUM LAWN SLOPE IS 3:1. 9.THE PLANS SHOW THE LOCATION OF ALL KNOWN UTILITIES LOCATED WITHIN THE LIMITS OF CONSTRUCTION ACCORDING TO INFORMATION PROVIDED BY THE VARIOUS UTILITY COMPANIES, PREVIOUS CONSTRUCTION PLANS AND AS EVIDENCED BY OBSERVATION OF CARMEL REQUIREMENTS ABOVE GROUND CONDITIONS BY THE SURVEYOR. THE ACCURACY OF THIS INFORMATION IS NOT GUARANTEED. 1.NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE 10.THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE MAINS, CONDUITS, WITHOUT AN APPROVED STORM WATER SERVICE LINES, ETC. WITHIN THE CONSTRUCTION LIMITS. THE LOCATION AND PROTECTION MANAGEMENT PERMIT. OF UTILITY STRUCTURES, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH APPLICABLE UTILITY COMPANY) IS THE EXPRESSED RESPONSIBILITY OF 2.DECORATIVE SIGNS, SPRINKLER SYSTEMS, TREES, THE CONTRACTOR. LANDSCAPING MOUNDS, FENCES, LIGHT POLES OR OTHER SUCH AMENITIES ARE NOT PERMITTED WITHIN 11.ALL SPOT ELEVATIONS ARE TO FINISHED GRADE. THE RIGHT-0F-WAY. 12.COMPACTED "B" BORROW BACK FILL REQ'D. OVER ALL UTILITIES IN PAVED AREAS. 3.M.F.P.G. = MINIMUM FLOOD PROTECTION GRADE M.F.P.G. OF ALL STRUCTURES FRONTING A POND OR 13.ALL GRADES AT BOUNDARY SHALL MEET EXISTING. CONTRACTOR SHALL ADJUST AND/OR OPEN DITCH SHALL BE NO LESS THAN 2 FEET ABOVE CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS ANY ADJACENT 100-YEAR LOCAL OR REGIONAL GRADE. BUTT JOINTS SHALL BE PROVIDED AT TRANSITIONAL AREAS BETWEEN PROPOSED FLOOD ELEVATIONS, WHICHEVER IS GREATER, FOR AND EXISTING PAVEMENT. ALL WINDOWS, DOORS, PIPE ENTRANCES, WINDOW PROPOSED WELLS, AND ANY OTHER STRUCTURE MEMBER ADMIN. BLDG. 14.ANY PART OF SANITARY OR STORM SEWER TRENCHES RUNNING UNDER OR WITHIN 5' OF WHERE FLOOD WATERS CAN ENTER A BUILDING. 3600 SF PAVEMENT TO BE BACKFILLED WITH GRANULAR MATERIAL. F.F.E. 874.8 4.M.L.A.G. = LOWEST ADJACENT GRADE IS THE 15.ALL CONSTRUCTION ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH O.S.H.A. ELEVATION OF THE LOWEST GRADE ADJACENT TO A MLAG=874.75 STANDARDS FOR WORKER SAFETY. STRUCTURE WHEN THE SOIL MEETS THE FOUNDATION AROUND THE OUTSIDE OF THE 16.THE CONTRACTOR SHALL CONFIRM ALL EARTHWORK QUANTITIES PRIOR TO THE START OF STRUCTURE. (INCLUDING STRUCTURAL MEMBERS CONSTRUCTION. IF AN EXCESS OR SHORTAGE OF EARTH IS ENCOUNTERED, THE SUCH AS BASEMENT WALKOUT, PATIOS, DECKS, CONTRACTOR SHALL CONFIRM WITH THE OWNER AND ENGINEER THE REQUIREMENTS FOR PORCHES, SUPPORT POST, OR PIERS, AND RIM OF STOCKPILING, REMOVAL OR IMPORTING OF EARTH. THE WINDOW WELL. 17.PROVIDE POSITIVE DRAINAGE WITHOUT PONDING IN ALL AREAS AFTER INSTALLATION. CONTRACTOR TO TEST FOR AND CORRECT ANY PONDING CONDITIONS. ANY AREAS THAT HOLD WATER MORE THAN 1/8" DEEP SHALL BE CUT OUT AND CORRECTED TO POSITIVE DRAINAGE AT NO COST TO THE OWNER/ DEVELOPER OR ENGINEER. 18.ADA ACCESSIBLE PARKING SPACES, RAMPS, AND ROUTES SHALL BE IN ACCORDANCE WITH THE LATEST ADA STANDARDS FOR ACCESSIBLE DESIGN. 19.VERTICAL CURVES, WITH A MINIMUM LENGTH OF 50', SHALL BE USED WHERE POSSIBLE BETWEEN VERTICAL CHANGES IN DIRECTION (SLOPE) TO ALLOW FOR POSITIVE DRAINAGE AND SMOOTH TRANSITIONS. 20.CONTRACTOR TO INSTALL CONCRETE CRADLES WHEN THE VERTICAL SEPARATION (AS MEASURED FROM THE EXTERIOR OF THE PIPES) BETWEEN SANITARY SEWER FACILITIES, WATER MAIN, AND STORM SEWERS IS 18" OR LESS. 21.ALL DISTURBED AREA SHALL BE STABILIZED IN ACCORDANCE TO THE STORM WATER POLLUTION PREVENTION PLAN AND LANDSCAPE PLAN. GRADING PLAN LEGEND PAVEMENT UTILITIES STEVEN SCOTT RUCKER P.E. 11300279 FIRE DEPT HOOKUPORNAMENTAL LIGHT HEAVY DUTY ASPHALT FIRE HYDRANTSTREET LIGHT POST INDICATOR VALVECOMMUNICATIONS JUNCTION BOX CONCRETE PAVEMENT WATER MANHOLECOMMUNICATIONS MANHOLE COMMUNICATIONS PEDESTAL SPRINKLER CONTROL BOX COMPACTED CRUSHED COMMUNICATIONS RISER SPRINKLER CONTROL VALVE LIMESTONE DRIVE SURFACE BEEHIVE INLET SPRINKLER CURB INLET LINE TYPES SPIGOT ROUND INLET WELL HEAD RIGHT OF WAY LINE SQUARE INLET WATER METER FENCE STORM MANHOLE WATER VALVE GUARD RAIL DOWN SPOUT GAS METER BOUNDARY LINE SANITARY SEWER CLEANOUT GAS VALVE FLOW LINE SANITARY SEWER MANHOLE ELECTRIC MANHOLE INDEX CONTOUR FLAG POLE ELECTRIC OUTLET INTERMEDIATE CONTOUR SIGN ELECTRIC METER UNDERGROUND GAS GGG POST ELECTRICAL RISER UNDERGROUND WATER WW GATE POST TRANSFORMER UNDERGROUND ELECTRIC EEE BOLLARD GUY ANCHOR UNDERGROUND COMMUNICATIONS CCC CURB & GUTTER ELEVATION ELECTRIC JUNCTION BOX UNDERGROUND FIBER OPTIC FOFO PAVEMENT SPOT ELEVATION GENERATOR OVERHEAD UTILITY OHUOHU GROUND SPOT ELEVATION UTILITY POLE FORCE MAIN FMFM EXISTING SPOT ELEVATION UTILITY POLE W/ TRANSFORMER SANITARY SEWER LATERAL SANSAN EMERGENCY FLOOD ROUTE SANITARY SEWER MAIN FLOW DIRECTION AND SLOPE ROOF DRAIN STMSTM SUB SURFACE DRAIN ABBREVIATIONS STORM SEWER MAIN GRADE BREAK LINE ROW RIGHT OF WAY ESMTEASEMENT D.&U.E.DRAINAGE AND UTILITY EASEMENT FFE FINISH FLOOR ELEVATION N TOCTOP OF CASTING TCTOP OF CURB GUTGUTTER R CMPCORRUGATED METAL PIPE RCP REINFORCED CONCRETE PIPE WE PVC POLYVINYL CHLORIDE PIPE VCP VITRIFIED CLAY PIPE HDPE HIGH DENSITY POLYETHYLENE PIPE Know what's DIP DUCTILE IRON PIPE SHEET NO. SSDSUB SURFACE DRAIN PIPE C300 STMSTORM S SANSANITARY STRSTRUCTURE COCLEANOUT PROJECT NO. W17.0206 SANITARY SEWER NOTES 1.THE CONTRACTOR SHALL CONTACT APPLICABLE STATE UNDERGROUND LOCATION SERVICE AT LEAST 72 HOURS PRIOR TO ANY WORK AND SHALL UTILITIES CONTACT THE OWNER AND/OR ENGINEER SHOULD UTILITIES APPEAR TO BE IN CONFLICT WITH THE PROPOSED IMPROVEMENTS. IT SHALL BE THE DRINKING FOUNTAIN RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES FIRE DEPT HOOKUP WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. FIRE HYDRANT 2.THE PLANS SHOW THE LOCATION OF ALL KNOWN UTILITIES LOCATED WITHIN POST INDICATOR VALVE THE LIMITS OF CONSTRUCTION ACCORDING TO INFORMATION PROVIDED BY THE VARIOUS UTILITY COMPANIES, PREVIOUS CONSTRUCTION PLANS AND AS WATER MANHOLE EVIDENCED BY OBSERVATION OF ABOVE GROUND CONDITIONS BY THE SPRINKLER CONTROL BOX SURVEYOR. THE ACCURACY OF THIS INFORMATION IS NOT GUARANTEED. SPRINKLER CONTROL VALVE 3.THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE MAINS, SPRINKLER CONDUITS, SERVICE LINES, ETC. WITHIN THE CONSTRUCTION LIMITS. THE LOCATION AND PROTECTION OF UTILITY STRUCTURES, THEIR SUPPORT AND SPIGOT MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH APPLICABLE WELL HEAD UTILITY COMPANY) IS THE EXPRESSED RESPONSIBILITY OF THE CONTRACTOR. WATER METER 4.THE CONTRACTOR SHALL CONTACT ALL APPLICABLE UTILITIES AND VERIFY ANY WATER VALVE AND ALL FEES ASSOCIATED WITH THE INSTALLATION OF ALL UTILITIES. GAS METER 5.ALL CONSTRUCTION ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH GAS VALVE O.S.H.A. STANDARDS FOR WORKER SAFETY. ELECTRIC MANHOLE 6.ANY PART OF SANITARY TRENCHES RUNNING UNDER OR WITHIN 5' OF ELECTRIC OUTLET PAVEMENT TO BE BACKFILLED WITH GRANULAR MATERIAL. ELECTRIC METER 7.IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY LOCATION, SIZE, AND ELECTRICAL RISER ELEVATION OF EXISTING UTILITIES, STRUCTURES, PIPES, PAVEMENTS, ETC. AS TRANSFORMER RELATED TO THEIR WORK. NOTIFY ENGINEER OF ANY CONFLICT AND/OR DISCREPANCIES IN THE CONSTRUCTION DOCUMENTS. GUY ANCHOR ELECTRIC JUNCTION BOX 8.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL CLEARANCE BETWEEN STORM / SANITARY SEWER SYSTEMS AND DOMESTIC/FIRE LINE SERVICE. SANITARY GENERATOR SEWER LINE IN PROXIMITY OF WATER LINE SHALL BE C900 WATER MAIN GRADE UTILITY POLE PVC. UTILITY POLE W/ TRANSFORMER 9.CONTRACTOR TO INSTALL CONCRETE CRADLES WHEN THE VERTICAL MONITORING WELL SEPARATION (AS MEASURED FROM THE EXTERIOR OF THE PIPES) BETWEEN SANITARY SEWERS, WATER MAINS AND STORM SEWERS IS 18" OR LESS. LIQUID PROPANE GAS TANK ORNAMENTAL LIGHT 10.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR STREET LIGHT AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO PARKING LOT LIGHT (1 HEAD) EXISTING CONDITIONS OR BETTER. COMMUNICATIONS JUNCTION BOX 11.WHEN PERFORMING EXCAVATIONS DURING PERIODS OF WET WEATHER, COMMUNICATIONS MANHOLE PROVIDE ADEQUATE DEWATERING, DRAINAGE AND GROUND WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS. COMMUNICATIONS PEDESTAL COMMUNICATIONS RISER 12.COMPACTED "B" BORROW BACK FILL REQUIRED OVER ALL UTILITIES IN PAVED STORM CLEANOUT AREAS. BEEHIVE INLET 13.ALL UTILITY STRUCTURES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT CURB INLET AND SHALL HAVE TRAFFIC BEARING RING AND COVERS. FLOOR DRAIN 14.FOLLOW ALL LOCAL AND STATE CODES IN REFERENCE TO SANITARY SEWER ROUND INLET INSTALLATION. SQUARE INLET 15.SANITARY SEWER LATERAL SHALL BE GRANULAR BACKFILL FOR ENTIRE RUN. STORM MANHOLE 16.ALL EXISTING MANHOLES SHALL BE ADJUSTED TO NEW FINISH GRADE DOWN SPOUT ELEVATIONS. SANITARY SEWER CLEANOUT LIFT STATION W LINE TYPES SANITARY SEWER MANHOLE SANITARY STUB MARKER SANITARY SEWER LATERAL SANSAN SANITARY SEWER MAIN OTHER FORCE MAIN FMFM SN FLAG POLE UNDERGROUND WATER WW SIGN AERIAL ELECTRIC E(A)E(A) POST UNDERGROUND ELECTRIC EEE GATE POST E OVERHEAD UTILITY OHUOHU BOLLARD UNDERGROUND COMMUNICATIONS CCC PARKING WHEEL STOP AERIAL COMMUNICATIONS C(A)C(A) ACCESSIBLE SPACE UNDERGROUND FIBER OPTIC FOFO AERIAL FIBER OPTIC CABLE FO(A)FO(A) UNDERGROUND GAS GGG STORM SEWER MAIN ROOF DRAIN STMSTM SUB SURFACE DRAIN FLOW LINE RIGHT OF WAY LINE FENCE GUARD RAIL BOUNDARY LINE 885885 PAVEMENT OPEN CUT PAVEMENT FOR UTILITY TAPS STEVEN SCOTT RUCKER P.E. 11300279 880880 ABBREVIATIONS ROW RIGHT OF WAY ESMTEASEMENT D.&U.E.DRAINAGE AND UTILITY EASEMENT 875875 FFE FINISH FLOOR ELEVATION TOCTOP OF CASTING CMPCORRUGATED METAL PIPE RCP REINFORCED CONCRETE PIPE PVC POLYVINYL CHLORIDE PIPE VCP VITRIFIED CLAY PIPE HDPE HIGH DENSITY POLYETHYLENE PIPE DIP DUCTILE IRON PIPE 870870 SSDSUB SURFACE DRAIN PIPE STMSTORM SANSANITARY STRSTRUCTURE COCLEANOUT 865865 860860 855855 850850 R -0+500+000+501+001+502+002+503+003+504+004+505+005+506+006+507+007+508+008+509+009+5010+00 Know what's SHEET NO. C500 PROJECT NO. W17.0206 STEVEN SCOTT RUCKER P.E. 11300279 SHEET NO. C501 PROJECT NO. W17.0206 STEVEN SCOTT RUCKER P.E. 11300279 SHEET NO. C502 * ALL DETAILS SHOWN ON THIS SHEET PROJECT NO. W17.0206 WERE PROVIDED BY CITY OF CARMEL UTILITIES GENERAL DRAINAGE NOTES 11.CONTRACTOR TO INSTALL CONCRETE CRADLES WHEN THE VERTICAL SEPARATION (AS MEASURED FROM THE EXTERIOR OF THE 1.THE CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS PIPES) BETWEEN SANITARY SEWERS, WATER MAINS AND STORM AS OUTLINED IN THE EPA OR APPLICABLE STATE GENERAL N.P.D.E.S. SEWERS IS 18" OR LESS. PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES AND STORMWATER POLLUTION 12.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING PREVENTION PLAN. CONSTRUCTION, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS 2.REFER TO THE INDIANA DEPARTMENT OF TRANSPORTATION (INDOT) NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. STANDARD SPECIFICATIONS, LATEST EDITION, FOR BASIC MATERIALS AND CONSTRUCTION METHODS. THE SECTIONS BELOW FOR 13.WHEN PERFORMING EXCAVATIONS DURING PERIODS OF WET VARIOUS ITEMS ARE TO CLARIFY THE INTENT OF THE WEATHER, PROVIDE ADEQUATE DEWATERING, DRAINAGE AND REQUIREMENTS FOR THIS PROJECT. PLEASE NOTE THAT OTHER GROUND WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS. SECTIONS OF THE INDOT STANDARD SPECIFICATIONS MAY ALSO BE APPLICABLE. 14.COMPACTED "B" BORROW BACK FILL REQUIRED OVER ALL UTILITIES IN PAVED AREAS. 3.THE CONTRACTOR SHALL CONTACT APPLICABLE STATE UNDERGROUND LOCATION SERVICE AT LEAST 72 HOURS PRIOR TO 15.ALL UTILITY STRUCTURES IN PAVED AREAS SHALL BE FLUSH WITH ANY WORK AND SHALL CONTACT THE OWNER AND/OR ENGINEER PAVEMENT AND SHALL HAVE TRAFFIC BEARING RING AND COVERS. SHOULD UTILITIES APPEAR TO BE IN CONFLICT WITH THE PROPOSED IMPROVEMENTS. IT SHALL BE THE RESPONSIBILITY OF THE 16.COORDINATE LOCATIONS AND CONNECTIONS OF BUILDING STORM CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH LINES WITH PLUMBING DRAWINGS. CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 17.FOLLOW ALL LOCAL AND STATE CODES IN REFERENCE TO STORM SEWER INSTALLATION. 4.THE PLANS SHOW THE LOCATION OF ALL KNOWN UTILITIES LOCATED WITHIN THE LIMITS OF CONSTRUCTION ACCORDING TO INFORMATION 18.ALL EXISTING MANHOLE AND CATCH BASIN GRATES SHALL BE PROVIDED BY THE VARIOUS UTILITY COMPANIES, PREVIOUS ADJUSTED TO NEW FINISH GRADE ELEVATIONS. CONSTRUCTION PLANS AND AS EVIDENCED BY OBSERVATION OF ABOVE GROUND CONDITIONS BY THE SURVEYOR. THE ACCURACY 19.EXISTING PIPES WITHIN CONSTRUCTION LIMITS ARE TO BE CLEANED OF THIS INFORMATION IS NOT GUARANTEED. OUT TO REMOVE ALL SILT AND DEBRIS. 5.THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO 20.ALL STORM PIPE CONNECTIONS AT STRUCTURES SHALL BE LOCATE MAINS, CONDUITS, SERVICE LINES, ETC. WITHIN THE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. CONSTRUCTION LIMITS. THE LOCATION AND PROTECTION OF UTILITY STRUCTURES, THEIR SUPPORT AND MAINTENANCE DURING 21.ALL STORM SEWER STRUCTURES IN PAVED AREAS SHALL BE FLUSH CONSTRUCTION (IN COOPERATION WITH APPLICABLE UTILITY WITH PAVEMENT AND SHALL HAVE TRAFFIC BEARING RING AND COMPANY) IS THE EXPRESSED RESPONSIBILITY OF THE COVERS. CONTRACTOR. 22.ALL STORM SEWER STRUCTURES SHALL HAVE A SMOOTH UNIFORM 6.THE CONTRACTOR SHALL CONTACT ALL APPLICABLE UTILITIES AND POURED MORTAR CHANNEL FROM INVERT IN TO INVERT OUT. VERIFY ANY AND ALL FEES ASSOCIATED WITH THE INSTALLATION OF ALL UTILITIES. 23.NEW PIPES AND STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS PRIOR TO 7.ALL CONSTRUCTION ON THIS SITE TO BE PERFORMED IN FINAL TURNOVER TO THE OWNER. COMPLIANCE WITH O.S.H.A. STANDARDS FOR WORKER SAFETY. 24.ALL HDPE PIPE SHALL BE DUAL WALLED, HANCOR HQ, ADS N-12 PIPE 8.ANY PART OF STORM SEWER TRENCHES RUNNING UNDER OR WITHIN OR APPROVED EQUAL. 5' OF PAVEMENT TO BE BACKFILLED WITH GRANULAR MATERIAL. 25.ALL FITTINGS AND ACCESSORIES INCLUDING BUT NOT LIMITED TO 9.IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY LOCATION, END CAPS, CLEANOUTS, REDUCERS, ETC., SHALL BE OF HDPE SIZE, AND ELEVATION OF EXISTING UTILITIES, STRUCTURES, PIPES, MATERIAL COMPARABLE WITH STORAGE PIPES. PAVEMENTS, ETC. AS RELATED TO THEIR WORK. NOTIFY ENGINEER OF ANY CONFLICT AND/OR DISCREPANCIES IN THE CONSTRUCTION 26.PROVIDE BACKFILL WITH A MINIMUM OF 4" BEDDING MATERIAL OF #8 DOCUMENTS. AGGREGATE COMPACTED IN 8" LIFTS TO 95% MAXIMUM DRY DENSITY. 10.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL CLEARANCE BETWEEN STORM / SANITARY SEWER SYSTEMS AND DOMESTIC/FIRE LINE 27.VERIFY EXISTING STORM INVERT ELEVATIONS PRIOR TO STARTING 1 SERVICE. SANITARY SEWER LINE IN PROXIMITY OF WATER LINE NEW STORM SEWER CONNECTION. 2SHALL BE C900 WATER MAIN GRADE PVC. 3 DRAINAGE PLAN NOTES DOWNSPOUT/ROOF DRAIN POINT OF CONNNECTION. 1 COORDINATE WITH ARCHITECTURAL PLANS. 6" HDPE DUAL WALLED HANCOR HQ OR EQUIVALENT ROOF DRAIN 2 @ 1.0% MINIMUM DRAINAGE STRUCTURES TO CONTAIN THE TRITON DROP INSERT 3 BMP. DETAILS PROVIDED ON SHEET C602 FOR SIZING AND GENERAL INFORMATION. 3 1 DRAINAGE PLAN LEGEND 2 UTILITIES CISTERNCOMMUNICATIONS JUNCTION BOX DRINKING FOUNTAINCOMMUNICATIONS MANHOLE COMMUNICATIONS PEDESTAL FIRE DEPT HOOKUP COMMUNICATIONS RISER FIRE HYDRANT TRAFFIC SIGNAL POLE POST INDICATOR VALVE TRAFFIC SIGNAL CHILLED WATER MANHOLE STORM CLEANOUT WATER MANHOLE BEEHIVE INLET SPRINKLER CONTROL BOX CURB INLET SPRINKLER CONTROL VALVE FLOOR DRAIN STEVEN SCOTT RUCKER P.E. 11300279 SPRINKLER ROUND INLET SPIGOT SQUARE INLET WELL HEAD LINE TYPES STORM MANHOLE WATER METER RIGHT OF WAY LINE DOWN SPOUT WATER VALVE FENCE SANITARY SEWER CLEANOUT GAS METER GUARD RAIL LIFT STATION GAS VALVE BOUNDARY LINE SANITARY SEWER MANHOLE ELECTRIC MANHOLE FLOW LINE SANITARY STUB MARKER ELECTRIC OUTLET INDEX CONTOUR SEPTIC TANK ELECTRIC METER INTERMEDIATE CONTOUR DISTRIBUTION BOX ELECTRICAL RISER UNDERGROUND GAS GGG TRANSFORMER UNDERGROUND WATER OTHER WW GUY ANCHOR AERIAL ELECTRIC E(A)E(A) FLAG POLE ELECTRIC JUNCTION BOX UNDERGROUND ELECTRIC EEE SIGN GENERATOR UNDERGROUND COMMUNICATIONS CCC POST UTILITY POLE AERIAL COMMUNICATIONS C(A)C(A) GATE POST UTILITY POLE W/ TRANSFORMER UNDERGROUND FIBER OPTIC FOFO BOLLARD MONITORING WELL AERIAL FIBER OPTIC CABLE FO(A)FO(A) PARKING METER LIQUID PROPANE GAS TANK OVERHEAD UTILITY OHUOHU PARKING WHEEL STOP ORNAMENTAL LIGHT FORCE MAIN FMFM ACCESSIBLE SPACE STREET LIGHT SANITARY SEWER LATERAL SANSAN EMERGENCY FLOOD ROUTE PARKING LOT LIGHT (1 HEAD) SANITARY SEWER MAIN FLOW DIRECTION AND SLOPE PARKING LOT LIGHT (2 HEAD) ROOF DRAIN STMSTM PARKING LOT LIGHT (3 HEAD) SUB SURFACE DRAIN PARKING LOT LIGHT (4 HEAD) STORM SEWER MAIN ABBREVIATIONS ROW RIGHT OF WAY ESMTEASEMENT D.&U.E.DRAINAGE AND UTILITY EASEMENT FFE FINISH FLOOR ELEVATION TOCTOP OF CASTING N CMPCORRUGATED METAL PIPE RCP REINFORCED CONCRETE PIPE PVC POLYVINYL CHLORIDE PIPE R VCP VITRIFIED CLAY PIPE HDPE HIGH DENSITY POLYETHYLENE PIPE WE DIP DUCTILE IRON PIPE SSDSUB SURFACE DRAIN PIPE Know what's STMSTORM SANSANITARY SHEET NO. STRSTRUCTURE C600 S COCLEANOUT PROJECT NO. W17.0206 6" CONCRETE SLOPE SLOPE E.J. 5250 NEENAH R-3405 OR EQUAL STEVEN SCOTT RUCKER P.E. 11300279 6" 6" 3'-6"3'-6" "DUMP NO WASTE-DRAINS TO WATERWAY" E.J. 5250 T.O.C. ELEVATION NEENAH R-3405 OR EQUAL PAVEMENT 6" (TYP.) 22"X22" NOTES 1.6" CONCRETE PRECAST OR POURED IN PLACE. 2.REFER TO BEDDING DETAIL AS REQUIRED 6" (TYP.) CLASS "A" CONCRETE INLET SET ON 6" BASE OF #8 STONE OR #2 STONE SECTION 1.STRAIGHT-OUT CONNECTIONS SHOULD NOT BE MADE TO EITHER PRECAST BOX OR INLET WALL TOUCHED BY A SKEW/CORNER CONNECTION UNLESS SUFFICIENT BOX INLET WALL AREA REMAINS ON EACH SIDE OF THE CONNECTING PIPE TO ENSURE STRUCTURAL INTEGRITY OF THE PRECAST BOX. 2.A MAXIMUM OF TWO (2) SKEW/CORNER CONNECTIONS WILL BE ALLOWED FOR EACH PRECAST BOX INLET. 3.REFER TO PRECAST CONCRETE ADJUSTING RING DETAIL AS REQUIRED PAVED AREA INLET TYPE "A" (NO SCALE) PIPE SIZES 12" TO 15" R Know what's SHEET NO. C601 PROJECT NO. W17.0206 STEVEN SCOTT RUCKER P.E. 11300279 R Know what's SHEET NO. C602 PROJECT NO. W17.0206 UTILITY PLAN NOTES GENERAL UTILITY NOTES SANITARY SEWER NOTES 1.THE CONTRACTOR SHALL CONTACT APPLICABLE STATE UNDERGROUND LOCATION SERVICE AT LEAST 72 HOURS PRIOR DIRECTIONAL BORE AND CONNECT PROPOSED 2" SS1 TO ANY WORK AND SHALL CONTACT THE OWNER AND/OR SANITARY SEWER FORCEMAIN TO EXISTING SANITARY ENGINEER SHOULD UTILITIES APPEAR TO BE IN CONFLICT WITH SEWER MANHOLE. COORDINATE CONNECTION WITH MEP. THE PROPOSED IMPROVEMENTS. IT SHALL BE THE PROVIDE AIR RELEASE STATION(S) AS REQUIRED. VERIFY RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL INVERTS ON EXISTING LINE AND COORDINATE CONDITIONS EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED WITH MEP. ADJUST AS REQUIRED, REFER TO PLAN SHEET IMPROVEMENTS SHOWN ON THE PLANS. C500. 2.THE PLANS SHOW THE LOCATION OF ALL KNOWN UTILITIES PROPOSED 6" SANITARY SEWER LATERAL. LOCATED WITHIN THE LIMITS OF CONSTRUCTION ACCORDING TO SS2 INFORMATION PROVIDED BY THE VARIOUS UTILITY COMPANIES, PROPOSED SANITARY SEWER GRINDER STATION, REFER PREVIOUS CONSTRUCTION PLANS AND AS EVIDENCED BY SS3 TO DETAIL ON SHEET \[C801\]. OBSERVATION OF ABOVE GROUND CONDITIONS BY THE SURVEYOR. THE ACCURACY OF THIS INFORMATION IS NOT PROPOSED SANITARY LATERAL CLEANOUT TYPE 2 (IN GUARANTEED. SS4 PAVED AREAS OUTSIDE OF 3' OF BUILDING). REFER TO DETAIL ON SHEET \[C801\]. 3.THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE MAINS, CONDUITS, SERVICE LINES, ETC. WITHIN THE PROPOSED SANITARY LATERAL CLEANOUT TYPE 3 (IN SS5 CONSTRUCTION LIMITS. THE LOCATION AND PROTECTION OF NON-PAVED AREAS ONLY). REFER TO DETAIL ON SHEET UTILITY STRUCTURES, THEIR SUPPORT AND MAINTENANCE \[C801\]. DURING CONSTRUCTION (IN COOPERATION WITH APPLICABLE UTILITY COMPANY) IS THE EXPRESSED RESPONSIBILITY OF THE GREASE INTERCEPTOR, REFER TO PLUMBING PLANS FOR CONTRACTOR. SS6 DETAILS. 4.THE CONTRACTOR SHALL CONTACT ALL APPLICABLE UTILITIES PROVIDE 18" MINIMUM VERTICAL CLEARANCE BETWEEN AND VERIFY ANY AND ALL FEES ASSOCIATED WITH THE SS7 SANITARY/WATER/STORM SEWER PIPES AND ALL OTHER INSTALLATION OF ALL UTILITIES. PIPES. INSTALL CONCRETE CRADLE IF CLEARANCE IS LESS THAN 18" 5.ALL CONSTRUCTION ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH O.S.H.A. STANDARDS FOR WORKER SAFETY. WATER SERVICE NOTES: 6.ANY PART OF SANITARY OR STORM SEWER TRENCHES RUNNING UNDER OR WITHIN 5' OF PAVEMENT TO BE BACKFILLED WITH COORDINATE AND CONNECT 2" WATER SERVICE LINE. W1 GRANULAR MATERIAL. REUSE VACANT METER PIT. 7.IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY LOCATION, COORDINATE CONNECTION OF DOMESTIC SERVICE LINE W2 SIZE, AND ELEVATION OF EXISTING UTILITIES, STRUCTURES, WITH PLUMBING DRAWINGS. PIPES, PAVEMENTS, ETC. AS RELATED TO THEIR WORK. NOTIFY ENGINEER OF ANY CONFLICT AND/OR DISCREPANCIES IN THE COORDINATE CONNECTION OF DOMESTIC METER CONSTRUCTION DOCUMENTS. W3 LOCATION WITH LOCAL SERVICE PROVIDER. 8.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL CLEARANCE EXISTING FIRE HYDRANT. W4 BETWEEN STORM / SANITARY SEWER SYSTEMS AND DOMESTIC/FIRE LINE SERVICE. SANITARY SEWER LINE IN PROPOSED 2" PE DOMESTIC SERVICE LINE W5 PROXIMITY OF WATER LINE SHALL BE C900 WATER MAIN GRADE PVC. ELECTRIC NOTES: 9.CONTRACTOR TO INSTALL CONCRETE CRADLES WHEN THE VERTICAL SEPARATION (AS MEASURED FROM THE EXTERIOR OF COORDINATE AND CONNECT BUILDING ELECTRICAL LINE E1 THE PIPES) BETWEEN SANITARY SEWERS, WATER MAINS AND FROM SERVICE DROP LOCATION TO TRANSFORMER. STORM SEWERS IS 18" OR LESS. COORDINATE CONNECTION WITH POWER COMPANY AND ELECTRICAL DRAWINGS. ADJUST AS REQUIRED. 2-4" EC 10.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED CONDUITS TO BE INSTALLED WITH PULL STRINGS. DURING CONSTRUCTION, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING EXISTING TRANSFORMER PAD LOCATION. COORDINATE E2 STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING WITH UTILITY PROVIDER IF A NEW TRANSFORMER IS CONDITIONS OR BETTER. REQUIRED. PROPOSED 11.WHEN PERFORMING EXCAVATIONS DURING PERIODS OF WET BUILDING ELECTRICAL LINE POINT OF CONNECTION. ADMIN. BLDG.E3 WEATHER, PROVIDE ADEQUATE DEWATERING, DRAINAGE AND COORDINATE CONNECTION WITH POWER COMPANY AND 3600 SF GROUND WATER MANAGEMENT TO CONTROL MOISTURE OF ELECTRICAL DRAWINGS. ADJUST AS REQUIRED. F.F.E. 874.8 SOILS. MLAG=874.75 12.COMPACTED "B" BORROW BACK FILL REQUIRED OVER ALL COMMUNICATION NOTES: UTILITIES IN PAVED AREAS. COORDINATE AND CONNECT BUILDING COMMUNICATION 13.ALL UTILITY STRUCTURES IN PAVED AREAS SHALL BE FLUSH C1 SERVICE LINE(S) TO CONNECTION POINT AS SHOWN. WITH PAVEMENT AND SHALL HAVE TRAFFIC BEARING RING AND ADJUST AS REQUIRED. COVERS. 4" PVC CONDUIT TO BE INSTALLED WITH PULL STRINGS. 14.PROVIDE THRUST BLOCKS FOR ALL WATER LINE BENDS AND TEES, INCLUDING TAP CONNECTION. GAS SERVICE NOTES: 15.CONTRACTOR SHALL COORDINATE WITH WATER COMPANY FOR GAS SERVICE IS UNKNOWN ALONG CROOKED STICK LANE. DOMESTIC AND FIRE SERVICE. CONNECT TO BUILDING G1 SERVICE MAY NEED EXTENDED FROM THE CURRENT DOMESTIC AND FIRE LINE. COORDINATE WITH PLUMBING SERVICE. DRAWINGS. 16.COORDINATE LOCATION OF ELECTRICAL AND COMMUNICATION LINES WITH LOCAL UTILITIES. UTILITY PLAN LEGEND 17.COORDINATE LOCATION OF REQUIRED CONDUITS FOR ELECTRIC SERVICE, LIGHT POLES, COMMUNICATION SERVICE AND IRRIGATION SYSTEM. UTILITIES 18.COORDINATE LOCATION AND SIZE OF GAS SERVICE COMMUNICATIONS JUNCTION BOX CONNECTION AND INSTALLATION OF SERVICE LINE AND METER WITH GAS COMPANY. COMMUNICATIONS MANHOLE COMMUNICATIONS PEDESTAL 19.COORDINATE LOCATIONS AND CONNECTIONS OF BUILDING COMMUNICATIONS RISER STORM LINES WITH PLUMBING DRAWINGS. STORM CLEANOUT 20.FOLLOW ALL LOCAL AND STATE CODES IN REFERENCE TO BEEHIVE INLET DOMESTIC/FIRE LINE INSTALLATION AND STORM SEWER / SANITARY SEWER INSTALLATION. CURB INLET ROUND INLET 21.SANITARY SEWER LATERAL, WATER SERVICE, & ELECTRICAL/COMMUNICATION CONDUITS SHALL BE GRANULAR SQUARE INLET BACKFILL FOR ENTIRE RUN. STORM MANHOLE 22.ALL EXISTING MANHOLE AND CATCH BASIN GRATES, WATER OR DOWN SPOUT GAS VALVES SHALL BE ADJUSTED TO NEW FINISH GRADE SANITARY SEWER CLEANOUT STEVEN SCOTT RUCKER P.E. 11300279 ELEVATIONS. LIFT STATION SANITARY SEWER MANHOLE LINE TYPES SANITARY STUB MARKER SANITARY SEWER LATERAL SANSAN FIRE DEPT HOOKUP SANITARY SEWER MAIN FIRE HYDRANT FORCE MAIN FMFM POST INDICATOR VALVE UNDERGROUND WATER WW WATER MANHOLE AERIAL ELECTRIC E(A)E(A) SPRINKLER CONTROL BOX UNDERGROUND ELECTRIC EEE SPRINKLER CONTROL VALVE OVERHEAD UTILITY OHUOHU SPIGOT UNDERGROUND COMM. CCC WELL HEAD AERIAL COMMUNICATIONS C(A)C(A) WATER METER UNDERGROUND FIBER OPTIC FOFO WATER VALVE AERIAL FIBER OPTIC CABLE FO(A)FO(A) GAS METER UNDERGROUND GAS GGG GAS VALVE STORM SEWER MAIN ELECTRIC MANHOLE ROOF DRAIN STMSTM ELECTRIC METER SUB SURFACE DRAIN ELECTRICAL RISER FLOW LINE TRANSFORMER RIGHT OF WAY LINE GUY ANCHOR FENCE ELECTRIC JUNCTION BOX GUARD RAIL GENERATOR BOUNDARY LINE UTILITY POLE UTILITY POLE W/ TRANSFORMER OTHER MONITORING WELL FLAG POLE LIQUID PROPANE GAS TANK SIGN ORNAMENTAL LIGHT POST STREET LIGHT BOLLARD PARKING LOT LIGHT (1 HEAD) ABBREVIATIONS N ROW RIGHT OF WAY ESMTEASEMENT D.&U.E.DRAINAGE AND UTILITY EASEMENT R FFE FINISH FLOOR ELEVATION TOCTOP OF CASTING WE CMPCORRUGATED METAL PIPE RCP REINFORCED CONCRETE PIPE Know what's PVC POLYVINYL CHLORIDE PIPE SHEET NO. VCP VITRIFIED CLAY PIPE HDPE HIGH DENSITY POLYETHYLENE PIPE C800 S DIP DUCTILE IRON PIPE SSDSUB SURFACE DRAIN PIPE STMSTORM SANSANITARY STRSTRUCTURE PROJECT NO. COCLEANOUT W17.0206 STEVEN SCOTT RUCKER P.E. 11300279 R Know what's SHEET NO. C801 PROJECT NO. W17.0206 GENERAL NOTES 1.IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND THE PLANT LIST, THE PLAN SHALL DICTATE. IF IN QUESTION, CONTACT THE LANDSCAPE DESIGNER. 2.ANY EXISTING TREE(S) THAT MAY REQUIRE REMOVAL BUT ARE NOT SHOWN ON THE PLAN AS BEING REMOVED SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. TREE(S) MAY BE RELOCATED (OR REPLACED) TO AN APPROVED ALTERNATE LOCATION ONSITE FOLLOWING LANDSCAPE ARCHITECT APPROVAL. 3.ALL SHRUBS PLANTING AREAS TO BE COVERED WITH 3" THICK LAYER OF SHREDDED HARDWOOD BARK MULCH. ALL GROUND COVER BEDS SHALL BE COVERED WITH 1" SHREDDED HARDWOOD BARK MULCH. BARK MULCH SHALL BE APPROVED BY LANDSCAPE DESIGNER AND SHALL BE UNIFORM IN TEXTURE AND COLOR AND SHALL BE OBTAINED FROM SAWMILL OR LUMBERING OPERATIONS. NO UTILITY MULCH OR PROCESSED TREE TRIMMINGS WILL BE ALLOWED. 4.AN APPROVED PRE-EMERGENT HERBICIDE SHALL BE APPLIED IN ALL PLANTING AND GROUND COVER BEDS AT RATES SPECIFIED BY MANUFACTURER FOR EACH VARIETY OF PLANT. 5.FINAL PLACEMENT OF PLANT MATERIALS, ETC. SHALL BE APPROVED BY LANDSCAPE DESIGNER BEFORE PLANTING OPERATIONS ARE TO PROCEED. ALL TREE LOCATIONS SHALL BE MARKED WITH A WOODED STAKE INDICATING VARIETY AND SIZE OF TREE. ALL GROUND COVER AND MULCH BED LINES SHALL BE MARKED BY A HIGHLY VISIBLE PAINT LINE WITH OCCASIONAL WOOD STAKES FOR REFERENCE. ALL STAKES SHALL BE REMOVED FOLLOWING PLANTINGS OPERATIONS. LANDSCAPE DESIGNER RESERVES THE RIGHT TO ADJUST PLANT LOCATIONS ON SITE. 6.NO SUBSTITUTIONS OF PLANT MATERIAL WILL BE ALLOWED. IF PLANTS ARE SHOWN TO BE UNAVAILABLE, THE CONTRACTOR SHALL NOTIFY LANDSCAPE DESIGNER PRIOR TO BID DATE IN WRITING. ALL PLANTS SHALL BE INSPECTED AND TAGGED WITH PROJECT IDENTIFICATION AT NURSERY OR CONTRACTORS OPERATION PRIOR TO MOVING TO JOB SITE. PLANTS MAY ALSO BE INSPECTED AND APPROVED OR REJECTED ON THE JOB SITE. 7.ALL PLANTS ARE TO MEET OR EXCEED AMERICAN STANDARDS FOR NURSERY STOCK, LATEST EDITION, AS SET FORTH BY AMERICAN ASSOCIATION OF NURSERYMEN. 8.PLANTS AND ALL OTHER MATERIALS TO BE STORED ON SITE WILL BE PLACED WHERE THEY WILL NOT CONFLICT WITH CONSTRUCTION OPERATIONS AND AS DIRECTED BY OWNER. 9.ALL NEW LANDSCAPE PLANTINGS SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FOLLOWING FINAL INSPECTION BY LANDSCAPE DESIGNER. AT THE END OF THIS PERIOD, PLANT MATERIAL TERMED DEAD OR UNSATISFACTORY BY LANDSCAPE DESIGNER SHALL BE REPLACED AT NO ADDITIONAL CHARGE BY THE LANDSCAPE CONTRACTOR. 10.THE LANDSCAPE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND FEES THAT MAY BE REQUIRED FOR HIS PORTION OF WORK. 11.PEAT MOSS TO BE USED ON PROJECT SHALL BE A DOMESTIC OR IMPORTED MATERIAL, CHOCOLATE BROWN IN COLOR AND COMPOSED OF PARTIALLY DECOMPOSED VEGETABLE MATERIAL. PEAT MOSS TO ALSO BE MILDLY ACIDIC IN CHARACTER AND SHALL MEET APPROVAL OF LANDSCAPE DESIGNER. 12.LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE DESIGNER IN WRITING PRIOR TO BID DATE OF ANY PLANTS THAT HE FEELS MAY NOT SURVIVE IN LOCATIONS NOTED. 13.ALL LANDSCAPING PLANTINGS TO BE MAINTAINED FOR 1 YEAR FOLLOWING TURNOVER. MAINTENANCE TO INCLUDE WATERING, WEEDING, CULTIVATION, MULCHING, MOWING AND ALL OTHER NECESSARY OPERATIONS REQUIRED FOR PROPER ESTABLISHMENT OF PLANTINGS. NOTE: AT END OF MAINTENANCE PERIOD, CONTRACTOR TO REMOVE GUYING AND STAKING FROM TREES. 14.CONTRACTOR TO SUBMIT UNIT PRICES ON EVERY TYPE OF WORK AS REQUESTED BY LANDSCAPE DESIGNER. 15.BACKFILL FOR TREE AND SHRUB PLANTING SHALL BE 75% APPROVED TOPSOIL AND 25% APPROVED PEAT MOSS. TOP LAYER OF BACKFILL SHALL BE 100% EXISTING TOPSOIL. A 5-10-5 ANALYSIS SLOW RELEASE FERTILIZER SHALL BE INCORPORATED INTO BACKFILL AT APPROVED RATES. 16.PROVIDE MINIMUM 4" PLANTING SOIL IN ALL GROUND COVER AND FLOWER AREAS WITH MIXTURE COMPRISING OF ONE PART COMMERCIAL GRADE 'POTTING SOIL,' 5 PARTS TOPSOIL AND 4 PARTS PEAT MOSS. A FULL 4" LAYER OF APPROVED SHREDDED FIBROUS PEAT MOSS MAY BE USED IN LIEU OF PLANTING MIX. 17.PLANTS SHALL BEAR A TAG SHOWING GENUS, SPECIES AND VARIETY. REMOVE AT TIME OF FINAL ACCEPTANCE. 18.PLANTS SHALL BE CERTIFIED BY THE STATE OF INDIANA DEPARTMENT OF NATURAL RESOURCES AND FREE FROM DISEASE OR HAZARDOUS INSECTS. 19.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING UTILITIES PERTAINING TO THEIR PHASE OF WORK. UTILITIES ARE SHOWN TO BE APPROXIMATE. CALL UTILITY LOCATE PRIOR TO ANY PLACEMENT OF PLANT MATERIAL OR OTHER LANDSCAPE MATERIAL. 20.CONTRACTOR TO REVIEW THE SWPPP SERIES PLANS FOR STABILIZATION (SEEDING/SOD/MULCH) REQUIREMENTS. PROPOSED ADMIN. BLDG. 3600 SF F.F.E. 874.8 MLAG=874.75 E E E E E E E E C E C E C E C E C E E C E C C C C C C C C N WE SHEET NO. S PROJECT NO. W17.0206