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HomeMy WebLinkAboutCreeks End Full Set4100 W 121ST ST, ZIONSVILLE, IN 46077 T 847.295.5200 F 847.295.7081 www.bleckeng.com Bleck Engineering Company, Inc. 1375 North Western Avenue Lake Forest, Illinois 60045 CHARLES HAYWOOD & ALI MURPHY Project No. Drawn By Checked By PROFESSIONAL SEAL ISSUED DATE ISSUED FOR COVER C1 Drawing Name Drawing No. engineers surveyors S:\Project Folders - Shared\400 Indiana\400-008 Haywood - 4100 W 121st St, Zionsville\Details\400-008 COVER.dwg062-046893 LICENSED PROFESSIONAL ENGINEER OF ILL I N O ISMICHAELG.BL E CKnlfh p&p.ctb, ARCH full bleed D (36.00 x 24.00 Inches), 9/6/2019 10:52 AM, Branden FerroMichael G. Bleck, PE License No. 062.046893 Expires 11/30/19 CREEK'S END Zionsville, IN 06.20.2019 PERMIT © 2019 Bleck Engineering Company, Inc, All Rights Reserved 06.20.2019 BCF MGB 400-008 Scale 1" = 200' 0'100'200'400' N Know what's below. before you dig.Call R FOR LOCATION OF UNDERGROUND UTILITIES CONTACT: (ALL UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE) CHARLES HAYWOOD (ALL PRIVATE UTILITIES ON SITE) 4100 W 121ST STREET ZIONSVILLE, INDIANA 46077 CHAYWOOD@MANSFIELDKING.COM CITY OF CARMEL (PUBLIC: WATER, SANITARY SEWER, STORM SEWER) JEREMY CASHMAN, CITY ENGINEER 1 CIVIC SQUARE CARMEL, IN 46032 317.571.2400 J.U.I.L.E. JOINT UTILITY LOCATION INFORMATION FOR EXCAVATION CALL 811 CALL 48 HOURS IN ADVANCE WWW.INDIANA 811.ORG CALL: 811 OR 800-382-5544 INDIANA 811 - INDIANA ONE CALL SYSTEM - CALL 811 LEGEND CREEK'S END ZIONSVILLE, HAMILTON COUNTY, INDIANA Handhole Existing Inlet Inlet to be ADJUSTED Inlet to be RECONSTRUCTED Inlet to be FILLED with Sand & Connection Sealed PROPOSED INLET Existing Catch Basin Catch Basin to be ADJUSTED Catch Basin to be RECONSTRUCTED Catch Basin to be FILLED with Sand & Connection Sealed PROPOSED CATCH BASIN with Type Catch Basin & Casting Shown Existing Manhole Manhole to be ADJUSTED with Type Casing Shown Manhole to be RECONSTRUCTED Manhole to be FILLED with Sand & Connection Sealed PROPOSED MANHOLE with Type Manhole & Casting Shown Power Pole Telephone Pole Existing Fire Hydrant PROPOSED FIRE HYDRANT Traffic Signal Traffic Signal Control Box Existing Tree Existing Tree to be Removed Existing Evergreen Tree Existing Evergreen Tree to be Removed Swamp Hedge A-1P A-11 1-C Silt Fence Tree Preservation Fence Existing Property Line PROPOSED C IMPROVEMENT & STATION Existing Curb and Gutter PROPOSED COMBINATION CONCRETE CURB & GUTTER Existing Curb PROPOSED CONCRETE CURB Edge of Existing Traveled Way Pavement Replacement Existing Sidewalk, Driveway or Pavement to be REMOVED PROPOSED SIDEWALK Metal Fence Wood Fence Section Line Gas Main Water Main Oxygen Line Communications Cable Underground Electric Cable Overhead Electric Cable Existing 6" PVC Underdrain Proposed Storm Sewer Existing Valve & Box PROPOSED CURB STOP & BOX X X L18+00 A R A R A R SEE ILLINOIS DEPARTMENT OF TRANSPORTATION STANDARD 000001-03 (LOCATED ON C900) NOTE: FOR ADDITIONAL STANDARD SYMBOLS AND ABBREVIATIONS USED THROUGHOUT THESE PLANS, )) Force Main Sewer Sanitary Sewer)) Fiber Optic Cable Security Cable Electric Cable Street Lighting Cable PROPOSED VALVE & CAST IRON BOX Existing Valve and Vault PROPOSED VALVE & VAULT Existing Valve and Vault to be FILLED with Sand Existing Domestic Meter Vault PROPOSED DOMESTIC METER VAULT Existing Domestic Meter Vault to be FILLED with Sand Curb Stop & Box TS C Flared End Section Electric Handhole Telephone Handhole Garbage Bin Windsock Runway Light Cellphone Tower Bollard Sign on Post Horizontal & Vertical Control Sign Light Bollard with Light Bench Parking Gate ID Card Reader Emergency Phone Security Camera NE 1/4 OF SECTION 31, T 18 N, R 3 E 39° 57' 49" N 86° 13' 49" W MASTER PLAN- PHASE 1 PINS 17-09-31-00-00-011.002 & 17-09-31-00-00-011.102 Project Location Abbey Highland Dr.Auburn Creek Crossing W. 121ST STREET Chilled Water Supply Line Chilled Water Return Line Steam Supply Line Condensate Return Line Existing Storm Sewer Street Light Landscape Bed Line Cast Iron ADA Tile Monument / Directional Sign SUBJECT PROPERTY SOILS MAP FLOODPLAIN MAP SUBJECT PROPERTY W. 121ST STREET 4100 West 121st St Sheet List Table Sheet Number Sheet Title C1 COVER C2 NOTES C3 EXISTING CONDITIONS C4 MASTER SITE PLAN C5 SITE GRADING PLAN C6 SOIL EROSION- SEDIMENT CONTROL- PHASE 1 C7 SE-SC DETAILS C8 CROSS SECTIONS C9 DETAILS C10 SWPPP NOTES 09.05.2019 CARMEL REVISION #11 1 4100 W 121ST ST, ZIONSVILLE, IN 46077 T 847.295.5200 F 847.295.7081 www.bleckeng.com Bleck Engineering Company, Inc. 1375 North Western Avenue Lake Forest, Illinois 60045 CHARLES HAYWOOD & ALI MURPHY Project No. Drawn By Checked By PROFESSIONAL SEAL ISSUED DATE ISSUED FOR NOTES C2 Drawing Name Drawing No. engineers surveyors S:\Project Folders - Shared\400 Indiana\400-008 Haywood - 4100 W 121st St, Zionsville\400-008 Haywood Existing Conditions.dwgnlfh p&p.ctb, ARCH full bleed D (36.00 x 24.00 Inches), 9/6/2019 10:53 AM, Branden FerroMichael G. Bleck, PE License No. 062.046893 Expires 11/30/19 CREEK'S END Zionsville, IN 06.20.2019 PERMIT © 2019 Bleck Engineering Company, Inc, All Rights Reserved 06.20.2019 BCF MGB 400-008 WORK ZONE TRAFFIC CONTROL WORK ZONE TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH SECTION 701 AND 702 OF THE STANDARD SPECIFICATIONS INSOFAR AS APPLICABLE, AND THE SPECIAL PROVISIONS PROVIDED HEREIN. THE CONTRACTOR SHALL OBTAIN, ERECT, MAINTAIN AND REMOVE ALL SIGNS, BARRICADES, FLAGGING AND OTHER TRAFFIC CONTROL DEVICES AS MAY BE NECESSARY FOR THE PURPOSE OF REGULATING, WARNING OR GUIDING TRAFFIC. PLACEMENT AND MAINTENANCE OF ALL TRAFFIC CONTROL DEVICES SHALL BE AS DIRECTED BY THE ENGINEER AND IN ACCORDANCE WITH THE APPLICABLE PARTS OF ARTICLE 107.14 AND SECTION 701 OF STANDARD SPECIFICATIONS AND THE ILLINOIS MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS. THE FOLLOWING TRAFFIC CONTROL REQUIREMENTS ARE OF THE SPECIAL IMPORTANCE. CONFORMANCE TO THESE REQUIREMENTS, HOWEVER, SHALL NOT RELIEVE THE CONTRACTOR FROM CONFORMING TO, ALL OTHER APPLICABLE REQUIREMENTS OF THE AFOREMENTIONED SPECIFICATIONS AND STANDARDS. THE GOVERNING FACTOR IN THE EXECUTION AND STAGING OF WORK FOR THIS PROJECT IS TO PROVIDE THE MOTORING PUBLIC WITH THE SAFEST POSSIBLE TRAVEL CONDITIONS ALONG THE ROADWAY THROUGH THIS CONSTRUCTION ZONE. THE CONTRACTOR SHALL SO ARRANGE HIS OPERATIONS AS TO KEEP THE CLOSING OF ANY LANE OF ROADWAY TO A MINIMUM. ALL SIGNS, SIGNALS, MARKINGS, TRAFFIC CONES, BARRICADES, WARNING LIGHTS, FLAGGING, AND OTHER TRAFFIC CONTROL DEVICES MUST CONFORM TO THE PLANS, SPECIFICATIONS, SPECIAL PROVISIONS AND THE LATEST EDITION OF THE "STATE OF ILLINOIS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES". THE CONTRACTOR SHALL OBTAIN, ERECT, MAINTAIN, AND REMOVE ALL TRAFFIC CONTROL DEVICES IN ACCORDANCE WITH ARTICLE 107.14 OF THE STANDARD SPECIFICATIONS. THE ENGINEER SHALL BE THE SOLE JUDGE AS TO THE ACCEPTABILITY OF PLACEMENT AND MAINTENANCE OF THE TRAFFIC CONTROL DEVICES PRESCRIBED IN THE APPROPRIATE STANDARDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER LOCATION, INSTALLATION, AND ARRANGEMENT OF ALL TRAFFIC CONTROL DEVICES. SPECIAL ATTENTION SHALL BE GIVEN TO ADVANCE WARNING SIGNS DURING CONSTRUCTION OPERATIONS IN ORDER TO KEEP LANE ASSIGNMENT CONSISTENT WITH BARRICADE PLACEMENT AT ALL TIMES. THE CONTRACTOR WILL BE REQUIRED TO COVER ALL TRAFFIC CONTROL DEVICES WHICH ARE INCONSISTENT WITH LANE ASSIGNMENT PATTERNS DURING THE TRANSITION FROM ONE CONSTRUCTION ZONE OR STAGE TO ANOTHER. CONSTRUCTION SIGNS REFERRING TO DAYTIME LANE CLOSURES DURING WORKING HOURS SHALL BE REMOVED OR COVERED DURING NON-WORKING HOURS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL TRAFFIC CONTROL WORK ON THIS PROJECT WITH ADJOINING OR OVERLAPPING PROJECTS, AND FOR COORDINATION OF BARRICADE PLACEMENT NECESSARY TO PROVIDE A UNIFORM TRAFFIC DETOUR PATTERN. WHEN DIRECTED BY THE ENGINEER, THE CONTRACTOR WILL BE REQUIRED TO REMOVE ALL TRAFFIC CONTROL DEVICES, WHICH WERE FURNISHED, INSTALLED AND MAINTAINED BY HIM UNDER THIS CONTRACT, AND SUCH DEVICES SHALL REMAIN IN PLACE UNTIL SPECIFIC AUTHORIZATION FOR RELOCATION OR REMOVAL IS RECEIVED FROM THE ENGINEER. THE CONTRACTOR SHALL PROVIDE A MANNED TELEPHONE ON A CONTINUOUS 24-HOUR-A-DAY BASIS TO RECEIVE NOTIFICATION OF ANY DEFICIENCIES REGARDING TRAFFIC CONTROL AND PROTECTION AND SHALL DISPATCH MEN, MATERIALS AND EQUIPMENT TO CORRECT ANY SUCH DEFICIENCIES. THE CONTRACTOR SHALL BE REQUIRED TO RESPOND TO ANY CALL FROM THE DEPARTMENT CONCERNING ANY REQUEST FOR IMPROVING OR CORRECTING TRAFFIC CONTROL DEVICES AND BEGIN MAKING THE REQUESTED REPAIRS WITHIN TWO HOURS FROM THE TIME OF NOTIFICATION. WHEN TRAVELING IN LANES OPEN TO PUBLIC TRAFFIC, THE CONTRACTOR'S VEHICLES SHALL ALWAYS MOVE WITH AND NOT AGAINST OR ACROSS THE FLOW OF TRAFFIC. THESE VEHICLES SHALL ENTER OR LEAVE WORK AREAS IN A MANNER THAT WILL NOT BE HAZARDOUS TO, OR INTERFERE WITH, TRAFFIC AND SHALL NOT PARK OR STOP EXCEPT WITHIN DESIGNATED WORK AREAS. PERSONAL VEHICLES WILL NOT BE PERMITTED TO PARK WITHIN THE RIGHT-OF-WAY EXCEPT IN SPECIFIC AREAS DESIGNATED BY THE ENGINEER. ANY DROP OFF GREATER THAN THREE INCHES, BUT LESS THAN SIX INCHES WITHIN EIGHT FEET OF THE PAVEMENT EDGE SHALL BE PROTECTED BY TYPE I BARRICADES EQUIPPED WITH MONO-DIRECTIONAL STEADY BURN LIGHTS AT 50 FOOT CENTER TO CENTER SPACING. IF THE DROP OFF WITHIN EIGHT FEET OF THE PAVEMENT EDGE EXCEEDS SIX INCHES, THE BARRICADES MENTIONED ABOVE SHALL BE PLACED AT 25 FOOT CENTER-TO-CENTER SPACING. BARRICADES THAT MUST BE PLACED IN EXCAVATED AREAS SHALL HAVE LEG EXTENSIONS INSTALLED SUCH THAT THE TOP OF THE BARRICADE IS IN COMPLIANCE WITH THE HEIGHT REQUIREMENTS OF STANDARD 702001. VERTICAL PANELS OR OTHER DELINEATING DEVICES MAY BE SUBSTITUTED FOR TYPE I BARRICADES WITH THE APPROVAL OF THE ENGINEER. THE CONTRACTOR SHALL INSURE THAT ALL BARRICADES WITH WARNING SIGNS, LIGHTS AND OTHER DEVICES INSTALLED BY HIM ARE OPERATIONAL EVERY DAY, INCLUDING SUNDAYS AND HOLIDAYS. IN THE EVENT OF SEVERE WEATHER CONDITIONS, THE CONTRACTOR WILL BE REQUIRED TO FURNISH ANY ADDITIONAL PERSONNEL REQUIRED TO PROPERLY MAINTAIN ALL TRAFFIC CONTROL DEVICES AS DIRECTED BY THE ENGINEER. DELAYS TO THE CONTRACTOR CAUSED BY COMPLYING WITH THESE REQUIREMENTS SHALL BE CONSIDERED INCIDENTAL TO THE ITEM FOR TRAFFIC CONTROL AND PROTECTION, NO ADDITIONAL COMPENSATION WILL BE ALLOWED. ALL EXISTING TRAFFIC SIGNS THAT INTERFERE WITH THE WORK SHALL BE REMOVED AND REPLACED AS DIRECTED BY THE ENGINEER. COST OF THIS WORK IS TO BE INCIDENTAL TO THE CONTRACT. GENERAL NOTES: SPECIFICATIONS, STANDARDS, AND SPECIAL PROVISIONS 1.ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" ADOPTED APRIL 1, 2016; THE "SUPPLEMENTAL SPECIFICATIONS FOR RECURRING SPECIAL PROVISIONS" ADOPTED JANUARY 1, 2017, THE LATEST EDITION OF THE "INDIANA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS" (MUTCD); THE "STANDARD SPECIFICATIONS FOR WATER AND SEWER MAIN CONSTRUCTION IN INDIANA" PUBLISHED JANUARY 2014, SEVENTH EDITION; THE "DETAILS" IN THE PLANS AND THE "SPECIAL PROVISIONS" INCLUDED IN THE CONTRACT DOCUMENTS; AND THE CITY OF CARMEL ENGINEERING & CONSTRUCTION STANDARDS ADOPTED JANUARY 2011. 2.IN THE EVENT OF CONFLICTING SPECIFICATIONS WITH REGARD TO SITE WORK ISSUES DESIGNED BY THE ENGINEER, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. 3.ANY REFERENCE TO THE STANDARD THROUGHOUT THE PLANS OR SPECIAL PROVISIONS SHALL BE INTERPRETED AS THE LATEST INDOT STANDARD. 4.ALL TRAFFIC CONTROL AND OTHER ADVISORY SIGNS NEEDED FOR CONSTRUCTION ARE TO BE FURNISHED BY THE CONTRACTOR IN ACCORDANCE WITH SECTION 800 OF THE STANDARD SPECIFICATIONS. 5.THE CONTRACTOR SHALL SUBSCRIBE TO ALL GOVERNING REGULATIONS AND SHALL OBTAIN ALL NECESSARY PUBLIC AGENCY PERMITS PRIOR TO STARTING WORK. THE CONTRACTOR, BY USING THESE PLANS FOR THEIR WORK, AGREE TO HOLD HARMLESS BLECK ENGINEERING COMPANY, INCORPORATED, THE MUNICIPALITY, THEIR EMPLOYEES AND AGENTS, AND THE OWNER WHILE ACTING WITHIN THE SCOPE OF THEIR DUTIES FROM AND AGAINST ANY AND ALL LIABILITY, CLAIMS, DAMAGES, AND THE COST OF DEFENSE ARISING OUT OF CONTRACTOR(S) PERFORMANCE OF WORK DESCRIBED HEREIN, BUT NOT INCLUDING THE SOLE NEGLIGENCE OF THE OWNER, HIS AGENTS, THE ENGINEER, HIS EMPLOYEES AND AGENTS. UTILITIES 1.BEFORE STARTING EXCAVATION, THE CONTRACTOR SHALL CALL INDIANA811 AT 811-382-5544 FOR FIELD LOCATIONS OF BURIED UTILITIES. 2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE OWNERS OF THE EXISTING FACILITIES SO THAT UTILITIES AND THEIR APPURTENANCES MAY BE LOCATED AND ADJUSTED OR MOVED, IF NECESSARY, PRIOR TO THE START OF CONSTRUCTION OPERATION. THE CONTRACTOR SHALL COOPERATE WITH ALL UTILITY OWNERS AS AS PROVIDED FOR IN THE STANDARD SPECIFICATIONS. 3.THE CONTRACTOR SHALL SUBMIT A GROUND PENETRATION PERMIT (GPP) TO THE OWNER NO LESS THAN 48 HOURS PRIOR TO GROUND PENETRATING CONSTRUCTION OPERATIONS. 4.THE APPROXIMATE LOCATIONS OF THE EXISTING UTILITIES ARE SHOWN ON THE DRAWINGS ACCORDING TO THE INFORMATION OBTAINED FROM THE UTILITY COMPANIES AND SURVEYS. HOWEVER, THE ENGINEER DOES NOT GUARANTEE THE COMPLETENESS OR ACCURACY OF THE INFORMATION REGARDING UTILITIES, EITHER PUBLIC OR PRIVATE SUCH AS SEWER, GAS, WATER MAINS, TELEPHONE AND ELECTRICAL DUCT LINES, MANHOLES, CATCH BASINS AND SIMILAR STRUCTURES. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATIONS OF ALL UTILITIES THAT MAY INTERFERE WITH CONSTRUCTION OPERATIONS AND REPORT TO THE ENGINEER OMISSIONS AND DIFFERENCES FROM THE LOCATIONS SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH ARE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 5.THE CONTRACTOR SHALL VERIFY THE SIZE AND INVERT ELEVATIONS OF ALL CONNECTIONS TO AVOID ANY CONFLICTS BEFORE STARTING WORK. NOTIFY THE ENGINEER OF ANY DISCREPANCIES. ANY MODIFICATIONS TO THE STRUCTURES DUE TO FAILURE OF THE CONTRACTOR TO PERFORM THIS TASK SHALL BE AT THE CONTRACTOR'S EXPENSE AND MAY LEAD TO THE REJECTION OF THE STRUCTURE IN THE FIELD IF THE MODIFICATION IS NOT APPROVED BY THE ENGINEER. 6.FLAT TOPS AND CONES FOR STRUCTURES SHALL BE TURNED SO THAT THE FRAME IS CLOSEST TO THE CENTERLINE OF PAVEMENT, UNLESS OTHERWISE NOTED ON THE PLAN. ALL FLAT TOPS AND CONES ARE ASSUMED TO BE ECCENTRIC. 7.FRAME ELEVATIONS GIVEN ON THE PLANS ARE ONLY TO ASSIST THE CONTRACTOR IN DETERMINING THE APPROXIMATE OVERALL HEIGHT OF THE STRUCTURE. FRAMES ON ALL NEW, ADJUSTED OR RECONSTRUCTED STRUCTURES WILL BE ADJUSTED TO THE FINAL ELEVATION OF THE AREA IN WHICH THEY ARE LOCATED AS PART OF THE STRUCTURE, ADJUSTMENT OR RECONSTRUCTION COST. 8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL UNDERGROUND UTILITIES OR SURFACE UTILITIES EVEN THOUGH THEY MAY NOT BE SHOWN ON THE PLANS. ANY UTILITY THAT IS DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE ENGINEER, AND THE UTILITY OWNER.THE CONTRACTOR SHALL RESTORE SUCH PROPERTY AT HIS OWN EXPENSE. 9.WHENEVER DURING CONSTRUCTION OPERATIONS ANY LOOSE MATERIALS DEPOSITED IN THE FLOW LINE OF DRAINAGE STRUCTURES SUCH THAT THE NATURAL FLOW OF WATER IS OBSTRUCTED, IT SHALL BE REMOVED AT THE CLOSE OF EACH WORK DAY. AT THE CONCLUSION OF CONSTRUCTION OPERATIONS, ALL UTILITY STRUCTURES SHALL BE FREE FROM DIRT AND DEBRIS. THE WORK SPECIFIED ABOVE WILL NOT BE PAID FOR SEPARATELY BUT SHALL BE INCLUDED IN THE COST OF VARIOUS UNIT PRICES BID. 10.AT THE CLOSE OF EACH WORK DAY AND AT THE CONCLUSION OF CONSTRUCTION OPERATIONS, ALL EXISTING AND PROPOSED DRAINAGE STRUCTURES AND FLOW LINES SHALL BE FREE FROM DIRT AND DEBRIS. 11.ALL TRENCH AND CONSTRUCTION OPENINGS EXTENDING BELOW THE PAVEMENT SUBGRADE SHALL BE FENCED OFF WITH AN ADEQUATELY SUPPORTED FOUR (4) FEET HIGH FENCE AT ALL TIMES WHEN ACTUAL CONSTRUCTION IS NOT IN PROGRESS AT THE OPENING LOCATION. COST DUE TO THIS REQUIREMENT SHALL BE INCIDENTAL TO THE CONTRACT. ALL TRENCH AND CONSTRUCTION OPENINGS SHALL COMPLY WITH THE OCCUPATIONAL HEALTH AND SAFETY ACT. 12.TRENCH BACKFILL REQUIREMENT: GRANULAR TRENCH SHALL BE INSTALLED FOR ALL NEW CITY MAIN UTILITY INSTALLATIONS UNDER AND WITHIN THREE (3) FEET OF ALL PROPOSED OR EXISTING PAVEMENTS OR WALKWAYS. GRANULAR TRENCH BACKFILL SHALL CONFORM TO FA-6 OR CA-6 COMPACTED AT 95% STANDARD DENSITY IN ACCORDANCE WITH ASTM D698. TRENCH BACKFILL SHALL BE CONSIDERED INCIDENTAL TO PIPE INSTALLATION. FOR ALL SERVICE CONNECTIONS, UTILITY CROSSINGS, AND SERVICE LINES, CONTROLLED LOW STRENGTH MATERIAL, INDOT MIX 1 (FLOWABLE FILL) SHALL BE USED IN LIEU OF GRANULAR FILL. CONTRACTOR MUST CALL FOR AN INSPECTION PRIOR TO PLACING FLOWABLE FILL AND PRIOR TO PLACING PAVEMENT. 13.TEMPORARY SHEETING OR BRACING FOR SEWER TRENCHES THAT MAY BE REQUIRED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE COST OF THIS WORK SHALL BE INCLUDED IN THE PROPOSED DRAINAGE AND/OR UTILITY UNIT PRICE AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED. 14.IF DURING CONSTRUCTION THE CONTRACTOR ENCOUNTERS OR OTHERWISE BECOMES AWARE OF ANY SEWERS OR UNDERDRAINS WITHIN THE PROJECT AREA OTHER THAN THOSE SHOWN ON THE PLANS, HE SHALL INFORM THE ENGINEER, WHO SHALL DIRECT THE WORK AS NECESSARY TO MAINTAIN OR REPLACE THE FACILITIES IN SERVICE AND TO PROTECT THEM FROM DAMAGE DURING CONSTRUCTION IF MAINTAINED. EXISTING FACILITIES THAT ARE DAMAGED SHALL BE REPLACED AT THE CONTRACTOR'S OWN EXPENSE. SHOULD THE ENGINEER DIRECT REPLACEMENT OF A FACILITY, THE NECESSARY WORK AND PAYMENT SHALL BE ACCORDING TO SECTIONS 550 AND 601, AND ARTICLE 104.02 OF THE STANDARD SPECIFICATIONS 15.ALL FIELD TILE ENCOUNTERED DURING CONSTRUCTION OPERATIONS SHALL BE CONNECTED TO THE PROPOSED STORM SEWER OR EXTENDED TO OUTLET INTO A PROPOSED DRAINAGE WAY. IF THIS CANNOT BE ACCOMPLISHED, THEN IT SHALL BE REPAIRED WITH NEW PIPE OF SIMILAR SIZE AND MATERIAL TO THE ORIGINAL LINE AND PUT IN ACCEPTABLE OPERATING CONDITION. A RECORD OF THE LOCATION OF ALL FIELD TILE OR ON-SITE DRAINAGE PIPE ENCOUNTERED SHALL BE KEPT BY THE CONTRACTOR AND TURNED OVER TO THE ENGINEER UPON COMPLETION OF THE PROJECT. 16.COUPLINGS USED FOR CONNECTIONS OF NEW PIPE TO EXISTING PIPE AND WHERE DISSIMILAR PIPE AND JOINT MATERIALS ARE ENCOUNTERED SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. NO STAINLESS STEEL SHEAR RINGS WILL BE ALLOWED. THIS WORK WILL NOT BE PAID FOR SEPARATELY, BUT SHALL BE INCLUDED IN THE COST OF THE SEWER BEING INSTALLED. 17.ANY EXISTING OR PROPOSED STORM SEWER DAMAGED BY THE CONTRACTOR DURING CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER. 18.THE CONTRACTOR SHALL CLEAN OUT THE SUMPS OF ALL EXISTING AND PROPOSED STORM STRUCTURES WITHIN THE PROJECT LIMITS AT THE COMPLETION OF CONSTRUCTION OPERATIONS. 19.ANY PROPOSED UTILITY TRENCH SHOWN WITHIN THE PLANS THAT RUNS UNDER EXISTING PAVEMENT THAT IS TO REMAIN SHALL HAVE A PAVEMENT PATCH EQUAL TO THE PROPOSED PAVEMENT CROSS SECTION. 20.MACHINE CORE ALL PROPOSED CONNECTIONS TO EXISTING STRUCTURES. 21.THE CONTRACTOR SHALL NOT OPEN OR SHUT ANY WATER VALVES OR FIRE HYDRANTS WITHOUT PRIOR AUTHORIZATION FROM CITY OF CARMEL. UNAUTHORIZED USE SHALL SUBJECT THE OFFENDER TO ARREST AND PROSECUTION. 22.PER CITY OF CARMEL CONSTRUCTION STANDARDS, REINFORCED TRACER WIRE SHALL BE INSTALLED ON ALL NEW WATERMAINS INSTALLED WITHIN CITY LIMITS (REGARDLESS OF PIPE MATERIAL). WIRE SHALL BE COPPER CLAD STEEL, #12 AWG, WITH A MINIMUM AVERAGE TENSILE BREAK LOAD OF 1150 POUNDS AND A MINIMUM OF 0.45" BLUE HDPE INSULATION. TWO SEPARATE CONDUCTORS SHALL BE RUN AT THE 3 AND 9O'CLOCK POSITIONS OF ALL NEW MAINS AND HYDRANT LEADS, TAPED AT A MINIMUM OF 5 FEET. THE WIRE SHALL BE BROUGHT TO GRADE IN A MAGNETIC TRACER BOX AT EACH HYDRANT AND SECURED TO THE INSIDE TOP OF EACH VALVE VAULT. THE CONTRACTOR IS RESPONSIBLE FOR TESTING AND ENSURING THE CONTINUITY OF THE WIRE DURING INSTALLATION, THE CITY WILL TEST THE INTEGRITY OF THE TRACING WIRE AT THE END OF CONSTRUCTION. THE COST OF ALL WORK RELATED TO TRACER WIRES AND BOXES, INCLUDING TESTING, SHALL BE INCLUDED IN THE UNIT COST OF THE PIPE BEING INSTALLED. 23.ALL WATERMAIN AND SERVICES SHALL BE INSTALLED AT A MINIMUM DEPTH OF 5.5' FROM TOP OF FINISHED GROUND ELEVATION TO THE TOP OF MAIN. 24.UNDERGROUND WORK SHALL INCLUDE THE TRENCHING, DEWATERING, INSTALLATION OF PIPE, CASTINGS, STRUCTURES, BACKFILLING OF TRENCHES AND COMPACTION, AND TESTING AS SHOWN ON THE CONSTRUCTION PLANS. FITTINGS AND ACCESSORIES NECESSARY TO COMPLETE THE WORK MAY NOT BE SPECIFIED BUT SHALL BE CONSIDERED INCIDENTAL TO THE COST OF THE CONTRACT. STAKING 1.ALL ELEVATIONS ON THESE PLANS ARE ON HAMILTON COUNTY (U.S.G.S. NAVD 88) DATUM. 2.THE PROPOSED GRADING ELEVATIONS SHOWN ON THE PLANS ARE FINISHED GRADE, ALLOW FOR THE THICKNESS OF THE TOPSOIL AS SHOWN. 3.ALL DIMENSIONS CONTAINED HEREIN REFERENCE BACK OF CURB, FACE OF RETAINING WALL, EDGE OF PAVEMENT, CENTER OF STRUCTURE, AND OUTSIDE FACE OF BUILDING FOUNDATION UNLESS OTHERWISE NOTED. 4.DO NOT SCALE DRAWINGS IF COORDINATES AND DIMENSIONS ARE GIVEN. 5.FOR STRUCTURES IN THE CURB LINE, THE STATION, OFFSET, AND ELEVATION ARE CALLED TO THE EDGE OF PAVEMENT. ALL OTHER STRUCTURES ARE LOCATED TO THE CENTER OF THE STRUCTURE. 6.IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS AND CONDITIONS EXISTING IN THE FIELD PRIOR TO ORDERING MATERIALS AND BEGINNING CONSTRUCTION. 7.THESE DRAWINGS ASSUME THAT THE CONTRACTOR WILL UTILIZE AN ELECTRONIC DRAWING FILE AND STAKE ALL IMPROVEMENTS USING COORDINATES TIED INTO THE CONTROL POINTS. THE DIMENSIONS INDICATED HERON ARE FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. 8.WHERE SECTION OR SUBSECTION MONUMENTS OR PROPERTY OR REFERENCE MARKERS ARE ENCOUNTERED, THE ENGINEER SHALL BE NOTIFIED BEFORE THE MONUMENTS ARE DISTURBED. THE CONTRACTOR SHALL CAREFULLY PRESERVE ALL PROPERTY MARKERS AND MONUMENTS UNTIL THE OWNER, THE ENGINEER, HIS AGENT, OR AN AUTHORIZED SURVEYOR HAS WITNESSED OR OTHERWISE REFERENCED THEIR LOCATIONS. 9.THE CONTRACTOR SHALL PROVIDE AN AS-BUILT SURVEY PREPARED BY A LICENSED PROFESSIONAL LAND SURVEYOR IN ACCORDANCE WITH THE AUTHORITIES HAVING JURISDICTION (AHJ) AND THE CONTRACT DOCUMENTS. THIS MAY INCLUDE BUT IS NOT LIMITED TO ALL STORM AND SANITARY SEWERS AND STRUCTURES LOCATIONS, SIZES, RIMS, AND INVERTS, FINAL DETENTION VOLUME CALCULATIONS FOR DETENTION BASINS(S) AND WATERMAIN, AND VALVE, AND APPURTENANCE LOCATIONS. AT A MINIMUM, REGARDLESS OF AHJ REQUIREMENTS, THE CONTRACTOR SHALL FURNISH AS-BUILT DRAWINGS OF ALL STORM SEWER, SANITARY SEWER, AND WATERMAIN PIPE LOCATIONS, INCLUDING STRUCTURE LOCATIONS, SIZES, RIM ELEVATIONS, TOP OF PIPE ELEVATIONS, AND INVERT LOCATIONS. IF A DETENTION FACILITY IS CONSTRUCTED AS PART OF THESE PLANS, FINAL STAGE STORAGE DETENTION VOLUME CALCULATIONS SHOULD BE PROVIDED TO DEMONSTRATE ADHERENCE TO THE PLANS HEREIN. MISCELLANEOUS 1.NOTIFICATION OF WORK: THE CONTRACTOR SHALL NOTIFY BLECK ENGINEERING COMPANY AND CITY OF CARMEL 48 HOURS PRIOR TO THE START OF CONSTRUCTION AND CITY OF CARMEL A MINIMUM OF 24 HOURS BEFORE ANY WORK RELATED TO SANITARY SEWERS IS PERFORMED. THE CONTRACTOR SHALL NOTIFY THE HAMILTON COUNTY STORM WATER MANAGEMENT COMMISSION, AND/OR ANY OTHER GOVERNMENT AGENCIES WHICH ISSUES PERMITS PER WORK WITHIN THE DESIGNATED WETLANDS. 2.NO BURNING OR INCINERATION OF RUBBISH WILL BE PERMITTED ON SITE.ALL EXCESS MATERIAL SHALL BE DISPOSED OF ON THE DAY IT IS EXCAVATED OR REMOVED, ALL EXCESS OR WASTE MATERIAL SHALL BE HAULED AWAY FROM THE PROJECT SITE BY THE CONTRACTOR AND LEGALLY DISPOSED OF. NO EXTRA COMPENSATION WILL BE ALLOWED FOR ANY EXPENSE INCURRED FOR THE CONTRACTOR TO COMPLY WITH THE REQUIREMENT. 3.POLLUTION CONTROL: THE CONTRACTOR WILL BE REQUIRED TO COMPLY WITH STATE REGULATIONS REGARDING AIR, WATER, AND NOISE POLLUTION. CONSTRUCTION OPERATIONS SHALL BE CONFINED TO THE PERIOD BEGINNING 7:00 A.M. AND ENDING AT 7:00 P.M. WEEKDAYS. THE CONTRACTOR MAY WORK ON SATURDAYS AND LEGAL HOLIDAYS WITH WRITTEN PERMISSION FROM THE CITY SURVEYOR AND ENGINEER. APPROVED SATURDAY WORK SHALL BE FROM 8:00 A.M. TO 6:00 P.M. SATURDAYS, AND NO WORK SHALL BE PERFORMED ON SUNDAYS. A REQUEST FOR SATURDAY AND HOLIDAY WORK SHALL BE MADE AT A MINIMUM OF 48 HOURS PRIOR TO THE DATE REQUESTED. CONSTRUCTION OPERATIONS ARE IDENTIFIED AS THE OPERATION OF HEAVY EQUIPMENT, TO INCLUDE, BUT NOT LIMITED TO, ALL CONSTRUCTION TRUCKS AND EQUIPMENT. THIS IS TO INCLUDE THE WARMING UP OF ANY PIECE OF EQUIPMENT OR TURNING ON ENGINES. 4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXAMINING ALL SITE CONDITIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION AND COMPARE TO THE SITE CONDITIONS AS THOSE INDICATED ON THE DRAWINGS. 5.ALL AREAS IN OR OUTSIDE THE PROJECT LIMITS, DISTURBED DURING CONSTRUCTION OPERATIONS AND NOT PART OF THE WORK AS SHOWN HEREON SHALL BE RESTORED TO ORIGINAL CONDITION TO THE SATISFACTION OF THE OWNER AND ENGINEER AT NO ADDITIONAL COST TO THE OWNER. 6.USE OF CCDD FILL OPERATIONS: IF THE CONTRACTOR CHOOSES TO DISPOSE OF UNCONTAMINATED SOIL OR UNCONTAMINATED SOIL MIXED WITH CLEAN CONSTRUCTION AND DEMOLITION DEBRIS (CCDD) AT A CCDD FILL OPERATION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PERFORM ALL NECESSARY FIELD TESTS AND LABORATORY ANALYSIS AND OBTAIN THE LICENSED PROFESSIONAL ENGINEER'S CERTIFICATION REQUIRED AS PER PUBLIC ACT 96-1416 TO USE THE SITE. NO ADDITIONAL COMPENSATION WILL BE PROVIDED. 7.ALL SUITABLE EXCESS MATERIAL FROM SEWER TRENCHES, PARKING LOTS, ROADWAYS, OR OTHER NECESSARY EXCAVATION SHALL BE USED IN THE CONSTRUCTION OF THE NEW ROADWAYS AND PARKING LOTS, PLACEMENT AND COMPACTION OF THE MATERIAL SHALL BE INCLUDED IN THE COST OF EARTH EXCAVATION AND NO ADDITIONAL COMPENSATION SHALL BE ALLOWED. 8.NO UNDERGROUND WORK SHALL BE BACKFILLED UNLESS IT HAS BEEN APPROVED BY THE ENGINEER. APPROVAL TO PROCEED MUST BE OBTAINED FROM THE ENGINEER PRIOR TO INSTALLING PAVEMENT BASE, BINDER, SURFACE AND PRIOR TO PLACING ANY CONCRETE AFTER FORMS HAVE BEEN SET. 9.THE CONTRACTOR SHALL COORDINATE HIS WORK WITH ANY ADJACENT PROJECTS THAT ARE OR MAY BE UNDER CONSTRUCTION. 10.THE CONTRACTOR SHALL COORDINATE CONSTRUCTION OPERATIONS TO INSURE TRAFFIC MAINTENANCE, SURFACE DRAINAGE, ETC. THROUGHOUT THE DURATION OF THE CONSTRUCTION PERIOD IN ACCORDANCE WITH THE REQUIREMENTS OF ALL GOVERNING AGENCIES. 11.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ADEQUATE SIGNS, TRAFFIC CONTROL DEVICES, AND WARNING DEVICES FOR BOTH VEHICULAR AND PEDESTRIAN TRAFFIC, TO INFORM AND PROTECT THE PUBLIC DURING ALL PHASES OF CONSTRUCTION. 12.THE CONTRACTOR SHALL PROVIDE TEMPORARY TOILET FACILITIES FOR THE USE OF ALL THE CONTRACTOR'S PERSONNEL EMPLOYED ON THE WORK SITE, AND SHALL MAINTAIN SAME IN PROPER SANITARY CONDITION. THE TEMPORARY TOILET FACILITIES SHALL INCLUDE HAND SANITIZING STATIONS. AT THE COMPLETION OF THE PROJECT, THE FACILITIES SHALL BE REMOVED AND THE PREMISES LEFT CLEAN. THE ENGINEER SHALL APPROVE THE LOCATION OF THE TEMPORARY TOILETS. THE CONST OF THIS WORK SHALL BE INCLUDED IN THE UNIT BID PRICES AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED. 15.THE CONTRACTOR SHALL PROVIDE A 24 HOUR EMERGENCY RESPONSE PLAN. 16.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE SAFETY ON THE JOB SITE. 17.ALL APPLICABLE PROVISIONS OF THE CURRENT OCCUPATIONAL SAFETY AND HEALTH ACT ARE HEREIN INCORPORATED BY REFERENCE. 18.THE CONTRACTOR'S ATTENTION IS CALLED TO THE FACT THAT SOME QUANTITIES ARE GIVEN IN THE SUMMARY FORM AND ON THE PLAN SHEETS. CARE SHOULD BE TAKEN TO AVOID DUPLICATION OF QUANTITIES. 19.NO PERSON OR COMPANY MAY UTILIZE THE INFORMATION CONTAINED WITHIN THESE DRAWINGS WITHOUT APPROVAL FROM BLECK ENGINEERING COMPANY, INC. (BECo) PERMANENT SIGNAGE 1.THE CONTRACTOR WILL BE REQUIRED TO RELOCATE OR REMOVE AND REPLACE SIGNS WHICH INTERFERE WITH HIS/HER CONSTRUCTION OPERATIONS, AND TO TEMPORARILY RESET ALL SIGNS DURING CONSTRUCTION OPERATIONS. THIS WORK WILL BE CONSIDERED INCIDENTAL TO THE CONTRACT. ALL WORK INVOLVING SIGNS SHALL BE GOVERNED BY THE FOLLOWING REQUIREMENTS. A.SIGNS SHALL NOT BE MOVED UNTIL PROGRESS OF WORK NECESSITATES IT. B.EVERY SIGN REMOVED MUST BE RE-ERECTED AT A TEMPORARY LOCATION IN A WORKMANLIKE MANNER AND BE MADE VISIBLE TO TRAFFIC FOR WHICH IT IS INTENDED. ALL SUCH SIGNS MUST BE MAINTAINED STRAIGHT AND CLEAN FOR THE DURATION OF THE TEMPORARY SETTING. C.ALL SIGNS SHALL BE RE-ERECTED IN PERMANENT LOCATIONS AS THE ROADWAY OR PARKING LOT IS COMPLETED. HORIZONTAL LOCATION FROM THE EDGE OF PAVEMENT SHALL BE DESIGNATED BY THE ENGINEER. D.ALL UNUSED SIGNS WILL BE RETURNED TO THE OWNER. E.LONGER POSTS MAY BE REQUIRED AT SOME TEMPORARY OR PERMANENT SIGN LOCATIONS TO MAINTAIN PROPER SIGN ELEVATIONS. 2.THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE DESIGN TEAM FOR ALL PROPOSED SIGNS, SIGN BASES, SIGN POLES, AND ANY OTHER APPURTENANCES REQUIRED. PAVEMENT 1.THE CONTRACTOR SHALL NOT CROSS COMPLETED SURFACE COURSE, OR EXISTING PAVEMENT NOT SCHEDULED TO BE REMOVED, WITH CONSTRUCTION EQUIPMENT WHICH MAY DAMAGE THE PAVEMENT. 2.WHEN MILLED PAVEMENT IS OPEN TO TRAFFIC, THE MAXIMUM ELEVATION DIFFERENCE BETWEEN LANES, AT CONCRETE CURB AND GUTTER, OR EXISTING GROUND (SHOULDERS, ENTRANCES, ETC.) SHALL NOT EXCEED 1.5 INCHES. WITH WRITTEN APPROVAL FROM THE ENGINEER THE MAXIMUM ELEVATION DIFFERENCE MAY BE UP TO 3 INCHES IF THE EDGE OF MILLING IS SLOPED A MINIMUM 3:1 (H:V) 3.GENERALLY 10 FOOT TRANSITIONS SHALL BE USED TO MATH PROPOSED ITEMS TO EXISTING ITEMS IN THE FIELD, UNLESS OTHERWISE NOTED ON THE PLANS. THE TRANSITIONS SHALL BE PAID FOR AT THE CONTRACT UNIT PRICE FOR THE PROPOSED ITEM OF WORK SPECIFIED. 4.ALL REFERENCES IN THE HIGHWAY STANDARDS AND STANDARD SPECIFICATIONS FOR REINFORCEMENT, DOWEL BARS, AND TIE BARS IN PAVEMENT, SHOULDERS, CURB, GUTTER, COMBINATION CURB AND GUTTER, AND MEDIAN, AND CHAIR SUPPORTS SHALL BE EPOXY COATED, UNLESS OTHERWISE NOTED ON THE PLANS. 5.THE CONTRACTOR SHALL SAW CUT THE EXISTING PAVEMENT, CONCRETE CURB & GUTTER, MEDIAN, HOT-MIX ASPHALT SHOULDER, SIDEWALK, AND/OR OTHER APPURTENANCES AS SHOWN ON THE PLANS, TO SEPARATE THE EXISTING MATERIAL TO BE REMOVED, BY MEANS OF AN APPROVED CONCRETE SAW TO A FULL DEPTH OF THE ITEM, AS SHOWN ON THE PLANS, OR AS DIRECTED BY THE ENGINEER. THIS WORK SHALL BE INCLUDED IN THE COST OF THE ITEM BEING REMOVED. ANY ITEM REMOVED PRIOR TO SAW CUTTING WILL NOT BE MEASURED FOR PAYMENT. THE CONTRACTOR SHALL BE REQUIRED TO SAW VERTICAL CUTS SO AS TO FORM CLEAN VERTICAL JOINTS. SHOULD THE CONTRACTOR DEFACE ANY EDGE, A NEW SAWED JOINT SHALL BE PROVIDED AND ANY ADDITIONAL WORK, INCLUDING REMOVAL AND REPLACEMENT, SHALL BE DONE AT THE CONTRACTOR'S EXPENSE. 6.THE THICKNESS OF HOT MIX ASPHALT MIXTURES SHOWN IN THE PLANS ARE NOMINAL. DEVIATIONS MAY OCCUR DUE TO IRREGULARITIES IN THE SURFACES OR BASES ON WHICH THE HOT MIX ASPHALT MIXTURE ARE TO BE PLACED. 7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING FRESH CONCRETE FROM DAMAGE AND VANDALISM. ANY DAMAGED OR VANDALIZED CONCRETE SHALL BE REMOVED AND REPLACED AT NO ADDITIONAL EXPENSE TO THE OWNER. 8.WHERE NEW WORK MEETS EXISTING FEATURES TO REMAIN, FIELD CHECK ALL DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH CONSTRUCTION, NOTIFY THE ENGINEER IMMEDIATELY WITH ANY DISCREPANCIES. 9.ALL REFERENCES IN THE HIGHWAY STANDARDS AND STANDARDS SPECIFICATIONS FOR REINFORCEMENT DOWEL BARS AND TIE BARS IN PAVEMENT, SHOULDERS, CURB, GUTTER, COMBINATION CURB AND GUTTER AND MEDIAN, AND CHAIR SUPPORTS FOR JOINTED REINFORCED CONCRETE PAVEMENT, SHALL BE EPOXY COATED, UNLESS OTHERWISE NOTED ON THE PLAN. 10.STEEL PLATES SHALL BE USED ON OPEN ROADWAY CUTS WHEN ACTUAL CONSTRUCTION IS NOT IN PROGRESS AT THE OPENING LOCATIONS. 11.THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR TRAVERSE AND CONSTRUCTION JOINTS OF CONCRETE PAVEMENT. LANDSCAPING 1.TREES NOT MARKED FOR REMOVAL SHALL BE CONSIDERED DESIGNATED TO BE SAVED AND SHALL BE PROTECTED UNDER THE PROVISIONS OF (SRRBC) ARTICLE 201.05. 2.ALL LIMBS, BRANCHES, AND OTHER DEBRIS RESULTING FROM THIS WORK SHALL BE DISPOSED OF OFF-SITE BY THE CONTRACTOR'S EXPENSE IN ACCORDANCE WITH ARTICLE 202.3. 3.ALL CUTS OVER 1" IN DIAMETER SHALL BE MADE FLUSH WITH THE NEXT LARGE BRANCH. WOUNDS OVER 1" IN DIAMETER SHALL BE PAINTED WITH AN APPROVED TREE PAINT. TREATMENTS SHALL BE PERFORMED IN ACCORDANCE WITH ANSI-A300 FOR CUTS AND WOUNDS AND ARTICLE 202.3. 4.TREE PROTECTION FENCING SHALL BE INSTALLED PRIOR TO CONSTRUCTION OPERATIONS AND SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION. 5.TREE ROOT PRUNING: BEFORE ANY TRENCHING OR EXCAVATION IN THE AREA OF A TREE, TREE ROOTS SHALL BE CUT WITH AN APPROPRIATE ROOT PRUNING EQUIPMENT TO A MINIMUM OF 24: DEEP. THE CUTS SHALL BE MADE 6" TO 12" CLOSER TO THE TREE THAN THE CONSTRUCTION LIMIT. THIS ALLOWS FOR ROOT REGENERATION (WITHIN THE 6" TO 12" ZONE) DURING THE CONSTRUCTION PERIOD. PRUNING SHALL NOT BE DONE AT THE CONSTRUCTION LIMIT, SINCE THE CUT SURFACES OF THE ROOTS WILL REMAIN EXPOSED RESULTING IN ROOT DIEBACK, THIS WORK WILL NOT BE PAID SEPARATELY, BUT WILL BE INCLUDED IN THE ASSOCIATED TRENCHING AND/OR EARTH EXCAVATION PAY ITEMS. 6.TREE REMOVAL, TREE TRUNK PROTECTION, AND TREE PRUNING SHALL BE DONE AT THE LOCATIONS SHOWN ON THE DRAWINGS AND AS DIRECTED BY THE ENGINEER AND/OR LANDSCAPE ARCHITECT IN THE FIELD. 7.ALL GRASSED AREAS DISTURBED DURING THE CONSTRUCTION OPERATIONS SHALL BE SEEDED IN ACCORDANCE WITH SECTION 252 OF THE STANDARD SPECIFICATIONS. 8.ALL DISTURBED GROUND SHALL BE FURNISHED WITH 6" TOPSOIL, SEEDED CLASS 2B, FERTILIZED AND SHALL BE COVERED WITH EROSION CONTROL BLANKET OR APPROVED EQUAL 9.RESTORATION SHALL BE COMPLETED IN A TIMELY MANNER AS THE PROJECT PROGRESSES. 09.05.2019 CARMEL REVISION #11 T T T T T T T TT T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T TT T T T T T T T T T T TT T T T T T T T T T T T T T TT T T T T T XX XX9009009 0 5 905 905905905905 910910910910 910 91591589989990190190290290 3 90390 3903 903903903904 904904904 9 0 4904 90690 6906 906906906906907907907907907907 907 90 7 907907907908908 908908908908908 90890 8908 90890 9 90990990990990990990 9911911 91 1 911 911911912912913913913914914914914900 905 898 899 901902903 904906907900.69 901.68 900.92 901.82 903.78 904.58 903.46 904.02 904.24 905.39905.46 907.31907.07 907.59907.37 906.83 907.34907.52 906.91 906.82 906.28 905.37 904.46904.40 904.25 905.54 904.99904.89 905.58 905.57 905.91 907.43 907.61907.50 907.11 907.31 906.69 905.60 904.86 906.63 906.34 906.38 906.85 907.40 907.51 907.23 906.40 905.26 904.30 904.19 904.14 903.90 904.44 902.86 902.17 904.26 902.31 903.82 905.20 906.02 906.95 907.22 907.27907.30 907.28 907.31 904.70 902.45 901.07 902.78 901.64 902.17 901.41 902.33 902.28 905.53 906.19 906.74 907.62 907.88 906.51 904.48 903.24 901.97 901.27 900.07 899.93 901.19 901.84 901.04 903.62 904.64 905.15 904.02 897.84 898.84 897.93 898.44 899.53 899.85 898.27898.50 903.34 904.56 906.41 900.66 901.29 901.51 899.75899.51899.37 898.64 898.64899.17 899.53 899.38 900.08900.08 900.50 900.64 901.01 901.20 901.65 901.85 902.70 903.44 903.63 900.81 901.78 900.88 903.54 905.24 906.10 906.75906.63906.58 906.26 905.48 906.13905.13904.96 903.83 905.65904.33 903.82 904.07 905.72 906.11 907.76 907.46 907.37 907.46 907.23 907.43 907.97 907.42 906.82 906.55 905.91906.00 904.14 904.73 902.79902.71 901.69 901.42 901.66900.91 900.95 901.00 901.05 901.62 902.80903.15 902.81 903.41 904.12 903.00 902.64 906.35 907.15 907.29905.57 907.30 907.80 907.85907.10904.61 903.46 905.17 907.18 901.78 906.00 902.72 903.78 904.71 902.89 902.97 902.94 903.85 903.23 903.96 904.40 906.52 907.21 908.08 908.02 908.11 907.68 907.66 908.77 908.57 908.69 908.58 907.83 906.82 909.81 909.34 909.28 908.80 909.45 908.45 907.02 906.80 905.77 904.54 903.61903.78 904.08 904.06 904.26 905.01 905.41 905.16 905.29 904.17 905.77 906.23906.87 907.87 907.61 907.28907.38 906.95 906.82 905.84906.33 906.42 906.12 905.81 907.17907.17907.67 907.70 908.20 908.38 909.25908.42907.82 908.67 909.78 909.79908.41 908.33 910.35 908.38 910.62 910.46908.61 907.73 908.80 909.89 910.38 910.13 911.59911.91911.87 912.80 912.46 911.57 911.60912.18911.94 910.91 911.38 911.10 910.42910.65910.59 909.62 909.32 909.09 908.10908.47909.07 907.26 906.81 906.59 905.77906.07 906.70 907.46 907.69 908.74908.09907.69 908.92 908.90 909.16 909.83910.00910.14 910.58 910.32 910.03 910.28910.53910.93 911.01 910.85 910.76 911.26910.95911.14 910.07 910.09 910.26 910.70 911.21 911.63 911.68911.66911.71 910.95 910.83 911.14 910.37 909.65 910.49910.32 910.02 910.23909.81 909.62 909.68909.29 910.02 909.31908.74908.98908.51 908.21 908.49908.12 908.05 907.32 906.90 907.27 908.42 908.73 908.66 911.52 912.22 912.98911.12 915.69915.67 915.82915.78 911.00 910.40 910.34915.00915.35 913.66909.27 912.78912.93908.83 911.09911.31910.19 909.86 4100 W 121ST ST, ZIONSVILLE, IN 46077 T 847.295.5200 F 847.295.7081 www.bleckeng.com Bleck Engineering Company, Inc. 1375 North Western Avenue Lake Forest, Illinois 60045 CHARLES HAYWOOD & ALI MURPHY Project No. Drawn By Checked By PROFESSIONAL SEAL ISSUED DATE ISSUED FOR EXISTING CONDITIONS C3 Scale 1" = 50' 0'25'50'100' N BENCHMARK: ELEVATION = ---- Drawing Name Drawing No. engineers surveyors S:\Project Folders - Shared\400 Indiana\400-008 Haywood - 4100 W 121st St, Zionsville\400-008 Haywood Existing Conditions.dwgnlfh p&p.ctb, ARCH full bleed D (36.00 x 24.00 Inches), 9/6/2019 10:53 AM, Branden FerroMichael G. Bleck, PE License No. 062.046893 Expires 11/30/19 CREEK'S END Zionsville, IN 06.20.2019 PERMIT © 2019 Bleck Engineering Company, Inc, All Rights Reserved 06.20.2019 BCF MGB 400-008 09.05.2019 CARMEL REVISION #11 XX XXXX XX||||||||||||||||||||||||||||||Michael G. Bleck, PE License No. 062.046893 Expires 11/30/19 T 847.295.5200 F 847.295.7081 www.bleckeng.com Bleck Engineering Company, Inc. 1375 North Western Avenue Lake Forest, Illinois 60045 Project No. Drawn By Checked By PROFESSIONAL SEAL ISSUED DATE ISSUED FOR MASTER SITE PLAN C4 Scale 1" = 50' 0'25'50'100' N BENCHMARK: ELEVATION = ---- Drawing Name Drawing No. engineers surveyors S:\Project Folders - Shared\400 Indiana\400-008 Haywood - 4100 W 121st St, Zionsville\400-008 Haywood Proposed Site Plan.dwg © 2019 Bleck Engineering Company, Inc, All Rights Reserved SGP.ctb, ARCH full bleed D (36.00 x 24.00 Inches), 9/6/2019 10:53 AM, Branden Ferro4100 W 121ST ST, ZIONSVILLE, IN 46077 CHARLES HAYWOOD & ALI MURPHY CREEK'S END Zionsville, IN 06.20.2019 PERMIT 06.20.2019 BCF MGB 400-008 FUTURE OUT BUILDING SHOWN FOR REFERENCE ONLY TO BE SUBMITTED AS SEPARATE PACKAGE FUTURE RESIDENCE SHOWN FOR REFERENCE ONLY TO BE SUBMITTED AS PART OF PHASE 2 FUTURE OUT BUILDING SHOWN FOR REFERENCE ONLY TO BE SUBMITTED AS PART OF PHASE 2 FUTURE DRIVEWAY SHOWN FOR REFERENCE ONLY TO BE SUBMITTED AS PART OF PHASE 2 FUTURE ENTRY FEATURE SHOWN FOR REFERENCE ONLY TO BE SUBMITTED AS PART OF PHASE 2 09.05.2019 CARMEL REVISION #11 XX XXXX XX||||||||||||||||||||||||||||||900 905 905905905 905 905905905905 910 910 910 9 1 0910 910910910910910 910 910910910910910910915 915 898 899 901901 901 902 902 902 902902903 9 0 3 903 903 903904 904 9 0 4 906 906 906 906 906906 906906906 907907907 907 90 7 907907907 907907 907 907 908 908908908 908 9 0 8 908908 908908908 908908 908908909 909909909909 909 9 0 9 9099 0 9 909 909909 9099099 0 9909909 911 911911911 911911911911911 911 911 912912 912 913913 913 913 914914 914 914 897.22904.90 HP 910.20910.20 HP 910.50 909.25 905.91 HP 908.04 HP 907.25 905.52 902.49 904.14 906.39 909.70 910.64 910.24 910.24 907.80 910.57 911.50 HP 915.25 914.45 914.53 911.37909.97 907.50 90590390390490690790 8 90 9 909900 900900 905905 905 905 905905 91 09109 1 0 910 910910 910910 915 9 1 5899899901 901 901 90 1 9 0 1 901902902 902 902902 902 903 903903 90 3903 903 904 904904 904 904 90490690690690690690690690690 6907907 907907907907907908908908 908908909 909909909909911911 9 1 1 9 1 1912912 912 9 1 2 9 1 2 912 913 9 1 3 91 4914914906.98 906.88 906.52 906.76 901 901 901902902 902 902903903HP 907.79 903.87 HP 911.61 906.50 907.47 903.01 903.49 903.50 903.50 909.70 910.21 910.24 60' 903.01 903.96 905.80 905.80 903.50 903.50 903.50 903.50 Michael G. Bleck, PE License No. 062.046893 Expires 11/30/19 T 847.295.5200 F 847.295.7081 www.bleckeng.com Bleck Engineering Company, Inc. 1375 North Western Avenue Lake Forest, Illinois 60045 Project No. Drawn By Checked By PROFESSIONAL SEAL ISSUED DATE ISSUED FOR C5 Scale 1" = 50' 0'25'50'100' N Drawing Name Drawing No. engineers surveyors S:\Project Folders - Shared\400 Indiana\400-008 Haywood - 4100 W 121st St, Zionsville\Surfaces\400-008 Finished Grade Surface.dwg © 2019 Bleck Engineering Company, Inc, All Rights Reserved SGP.ctb, ARCH full bleed D (36.00 x 24.00 Inches), 9/6/2019 11:29 AM, Branden Ferro4100 W 121ST ST, ZIONSVILLE, IN 46077 CHARLES HAYWOOD & ALI MURPHY CREEK'S END Zionsville, IN 06.20.2019 PERMIT 06.20.2019 BCF MGB 400-008 6" PVC UNDERDRAIN 6" PVC UNDERDRAIN TO BE COMPLETED IN PHASE 2 LOWER FACILITY NWL: 897.45 HWL: 900.85 CAPACITY AT HWL: 0.48 AC-FT 2.0' STONE DETENTION- 18,655 SF 0.31 AC-FT PROVIDED SEE C8-6 1.8' STONE DETENTION SEE C8-5 TO BE COMPLETED IN PHASE 2 SITE GRADING PLAN TEMP DRIVE PHASE 2 SIDEWALK MASTER PLAN CONTOURS (TYP) UPPER FACILITY NWL: 900.15 HWL: 903.49 CAPACITY AT HWL: 0.41 AC-FT LOWER FACILITY CONTROL STRUCTURE SEE C9-1 UPPER FACILITY CONTROL STRUCTURE SEE C9-2 PHASE 1 DISTURBANCE LIMITS PHASE 1 DISTURBANCE LIMITS 6" PVC UNDERDRAIN6" PVC UNDERDRAIN 6" PVC UNDERDRAIN 6" PVC UNDERDRAIN 6" PVC UNDERDRAIN 907 906 905 903 905906 907908909910 MASTER PLAN CONTOURS (TYP) BRIDGE DESIGNED BY OTHERS SWALE A @ 1.0%- SEE C8-1 SWALE F @ 1.0%- SEE C8-4 SWALE E- SEE C8-4 SWALE D @ 1.0%- SEE C8-4 SWALE C @ 0.6%- SEE C8-4 SWALE B-2 @ 1.0%- SEE C8-3 SWALE B-1- SEE C8-2 905 T/WALL 908.5 B/WALL 906.0 INV 898.1 24" NYOPLAST DRAIN BASIN W/ RND 24" GRATE RIM: 907.47 INV 905.97 24" NYOPLAST DRAIN BASIN W/ RND 24" GRATE RIM: 900.5 INV 899.0 60 LF 12" PVC @1.5% 40LF 29"X45" RCEP @ 1.0% INV UP: 904.59 INV DOWN: 904.19 162 LF 12" PVC @ 0.35% 330 LF 6"PVC UNDERDRAIN @ 0.4% 300 LF 6"PVC UNDERDRAIN @ 0.4% OUTLET CONTROL STRUCTURE 1- SEE C9-7 FUTURE OUT BUILDING FUTURE RESIDENCE AS PART OF PHASE 2 FUTURE GARDEN AREA AS PART OF PHASE 2 DRIVEWAY AS PART OF PHASE 2 TEMP DRIVE 09.05.2019 CARMEL REVISION #11 PIPE TO TIE INTO DETENTION AS PART OF PHASE 2 OUTLET CONTROL STRUCTURE 2- SEE C9-8 LOWER POND WEIR- SEE C9-1 FURNISH WITH NAG C350 FUTURE INLET. STUB FOR FUTURE PIPE AT STONE DETENTION 1 1 11 1 1 1 1 1 SWALE C @1.52%- SEE C8-4 SWALE A @ 1.0%- SEE C8-1 WOOD PLANKING- SEE LANDSCAPE PLAN FOR DETAILS EMERGENCY OVERFLOW 1 EMERGENCY OVERFLOW 1 900.95 900.95 1 XX XXXX XX||||||||||||||||||||||||||||||Michael G. Bleck, PE License No. 062.046893 Expires 11/30/19 T 847.295.5200 F 847.295.7081 www.bleckeng.com Bleck Engineering Company, Inc. 1375 North Western Avenue Lake Forest, Illinois 60045 Project No. Drawn By Checked By PROFESSIONAL SEAL ISSUED DATE ISSUED FOR C6 Scale 1" = 50' 0'25'50'100' N Drawing Name Drawing No. engineers surveyors S:\Project Folders - Shared\400 Indiana\400-008 Haywood - 4100 W 121st St, Zionsville\400-008 Haywood Proposed Site Plan.dwg © 2019 Bleck Engineering Company, Inc, All Rights Reserved SGP.ctb, ARCH full bleed D (36.00 x 24.00 Inches), 9/6/2019 11:23 AM, Branden Ferro4100 W 121ST ST, ZIONSVILLE, IN 46077 CHARLES HAYWOOD & ALI MURPHY CREEK'S END Zionsville, IN 06.20.2019 PERMIT 06.20.2019 BCF MGB 400-008 1.SILT FENCE 2.TREE PROTECTION FENCING 3.CATCH-ALL BASKET (INLET PROTECTION) 4.MUD & DUST CONTROL 5.DEMOLITION DUST CONTROL 6.STABILIZED CONSTRUCTION ENTRANCE 7.CONCRETE WASH-OUT FACILITY 8.CONSTRUCTION STAGING AND STORAGE 9.EROSION CONTROL BLANKET- NAG SC150 OR EQUIVALENT. TEMP SEED PER TABLE 1 OR APPROVED HYDROMULCH 10.STOCKPILE 11.TEMPORARY PERFORATED RISER 12.EROSION CONTROL BLANKET- NAG S75BN OR EQUIVALENT. TEMP SEED PER TABLE OR APPROVED HYDROMULCH 13.RIP RAP OUTLET FOR FINAL STABILIZATION SEE LANDSCAPE PLAN 3 2 8 4 4 6 7 1 1 1 SOIL EROSION- SEDIMENT CONTROL- PHASE 1 10 1 11 9 9 9 9 9 9 9 SOIL EROSION AND SEDIMENT CONTROL CONSTRUCTION NOTES A.SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO THE COMMENCEMENT OF HYDROLOGIC DISTURBANCE OF UPLAND AREAS. B.FOR THOSE DEVELOPMENTS THAT REQUIRE A DESIGNATED EROSION CONTROL INSPECTOR (DECI), INSPECTIONS AND DOCUMENTATION SHALL BE PERFORMED, AT A MINIMUM: ·UPON COMPLETION OF SEDIMENT AND RUNOFF CONTROL MEASURES (INCLUDING PERIMETER CONTROLS AND DIVERSIONS), PRIOR TO PROCEEDING WITH ANY OTHER EARTH DISTURBANCE OR GRADING. ·AFTER EVERY SEVEN (7) CALENDAR DAYS OR STORM EVENT WITH GREATER THAN 0.5 INCH OF RAINFALL OR LIQUID EQUIVALENT PRECIPITATION. C.SOIL DISTURBANCE SHALL BE CONDUCTED IN SUCH A MANNER AS TO MINIMIZE EROSION. IF STRIPPING, CLEARING, GRADING, OR LANDSCAPING ARE TO BE DONE IN PHASES, THE PERMITTEE SHALL PLAN FOR APPROPRIATE SOIL EROSION AND SEDIMENT CONTROL MEASURES. D.A STABILIZED MAT OF CRUSHED STONE MEETING IDOT GRADATION CA‐1 UNDERLAIN WITH FILTER FABRIC AND IN ACCORDANCE WITH THE ILLINOIS URBAN MANUAL, OR OTHER APPROPRIATE MEASURE(S) AS APPROVED BY THE ENFORCEMENT OFFICER, SHALL BE INSTALLED AT ANY POINT WHERE TRAFFIC WILL BE ENTERING OR LEAVING A CONSTRUCTION SITE. SEDIMENT OR SOIL REACHING AN IMPROVED PUBLIC RIGHT‐OF‐WAY, STREET, ALLEY OR PARKING AREA SHALL BE REMOVED BY SCRAPING OR STREET CLEANING AS ACCUMULATIONS WARRANT AND TRANSPORTED TO A CONTROLLED SEDIMENT DISPOSAL AREA. E.TEMPORARY DIVERSIONS SHALL BE CONSTRUCTED AS NECESSARY TO DIRECT ALL RUNOFF FROM HYDROLOGICALLY DISTURBED AREAS TO AN APPROPRIATE SEDIMENT TRAP OR BASIN. F.DISTURBED AREAS SHALL BE STABILIZED WITH TEMPORARY OR PERMANENT MEASURES WITHIN FIFTEEN (15) CALENDAR DAYS FOLLOWING THE END OF ACTIVE HYDROLOGIC DISTURBANCE OR REDISTURBANCE. G.ALL STOCKPILES SHALL HAVE APPROPRIATE MEASURES TO PREVENT EROSION. STOCKPILES SHALL NOT BE PLACED IN FLOOD PRONE AREAS OR WETLANDS AND DESIGNATED BUFFERS. H.SLOPES STEEPER THAN 3H:1V SHALL BE STABILIZED WITH APPROPRIATE MEASURESAS APPROVED BY THE ENFORCEMENT OFFICER. I.APPROPRIATE EROSION CONTROL BLANKET SHALL BE INSTALLED ON ALL INTERIOR DETENTION BASIN SIDE SLOPES BETWEEN THE NORMAL WATER LEVEL AND HIGH WATER LEVEL. J.STORM SEWERS THAT ARE OR WILL BE FUNCTIONING DURING CONSTRUCTION SHALL BE PROTECTED BY AN APPROPRIATE SEDIMENT CONTROL MEASURE. K.IF DEWATERING SERVICES ARE USED, ADJOINING PROPERTIES AND DISCHARGE LOCATIONS SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION. DISCHARGES SHALL BE ROUTED THROUGH AN APPROVED ANIONIC POLYMER DEWATERING SYSTEM OR A SIMILAR MEASURE AS APPROVED BY THE ENFORCEMENT OFFICER. DEWATERING SYSTEMS SHOULD BE INSPECTED DAILY DURING OPERATIONAL PERIODS. THE ENFORCEMENT OFFICER, OR APPROVED REPRESENTATIVE, MUST BE PRESENT AT THE COMMENCEMENT OF DEWATERING ACTIVITIES. L.IF INSTALLED SOIL EROSION AND SEDIMENT CONTROL MEASURES DO NOT MINIMIZE SEDIMENT LEAVING THE DEVELOPMENT SITE, ADDITIONAL MEASURES SUCH AS ANIONIC POLYMERS OR FILTRATION SYSTEMS MAY BE REQUIRED BY THE ENFORCEMENT OFFICER. M.ALL TEMPORARY AND PERMANENT EROSION CONTROL MEASURES MUST BE MAINTAINED AND REPAIRED AS NEEDED. THE PROPERTY OWNER SHALL BE ULTIMATELY RESPONSIBLE FOR MAINTENANCE AND REPAIR. N.ALL TEMPORARY SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED. O.THE EROSION CONTROL MEASURES INDICATED ON THE PLANS ARE THE MINIMUM REQUIREMENTS. ADDITIONAL MEASURES MAY BE REQUIRED, AS DIRECTED BY THE ENGINEER, ENFORCEMENT OFFICER, OR OTHER GOVERNING AGENCY. P.IF DEWATERING SERVICES ARE USED, ADJOINING PROPERTIES AND DISCHARGE LOCATIONS SHALL BE PROTECTED FROM EROSION. DISCHARGES SHALL BE ROUTED THROUGH AN APPROVED ANIONIC POLYMER DEWATERING SYSTEM OR A SIMILAR MEASURES AS DESCRIBED IN BMP CN-103 OF THE CITY OF CARMEL STORMWATER TECHNICAL STANDARDS. Q.REFER TO CHAPTER 7 OF THE INDIANA STORMWATER QUALITY MANUAL FOR ADDITIONAL GUIDANCE OR SPECIFICATIONS ON SOIL EROSION AND SEDIMENT CONTROL MEASURES PRESENTED ON THIS PLAN 9 11 3 09.05.2019 CARMEL REVISION #11 1 1 1 1 1 1 1 1 2 1 1 SEQUENCE OF MAJOR ACTIVITIES 1.OBTAIN PERMIT. 2.CALL THE INDIANA UNDERGROUND PLANT PROTECTION SYSTEMS, INC. AT 811 TO CHECK LOCATION OF ANY EXISTING UTILITIES. THEY SHOULD BE NOTIFIED TWO WORKING DAYS IN ADVANCE OF ANY CONSTRUCTION ACTIVITIES. 3.INSTALLATION OF SOIL EROSION AND SEDIMENT CONTROL MEASURES. 4.TREE REMOVAL WHERE NECESSARY (CLEAR & GRUB). ·INSTALLATION OF TREE PROTECTION FENCING AND/OR SILT FENCE AROUND CONSERVATION AREAS AND OTHER AREAS NOT TO BE DISTURBED. ·PERIMETER SILT FENCE. ·INSTALLATION OF STABILIZED CONSTRUCTION ENTRANCE. ·INSTALLATION OF CONCRETE WASH-OUT FACILITY ·INSTALL INLET PROTECTION ON EXISTING STRUCTURES CLOSE TO THE DISTURBED AREA. 5.ESTABLISH CONSTRUCTION STAGING AREA FOR EQUIPMENT AND VEHICLES. 6.CONTRACTOR, OR A QUALIFIED DESIGNEE, PERFORMS WEEKLY INSPECTIONS AND “AFTER RAIN EVENT” RESULTING IN AT LEAST ½ INCH OF RAINFALL. 7.CONSTRUCT DETENTION FACILITIES AND OUTLET CONTROL STRUCTURES AND TEMPORARY PERFORATED RISER. PERMANENTLY STABILIZE THE AREA WITH TOPSOIL, SEED AND EROSION CONTROL BLANKET. 8.EARTH EXCAVATION, GENERAL. THIS ACTIVITY MAY BE CONDUCTED UPON INSTALLATION OF SOIL EROSION AND SEDIMENT CONTROL MEASURES AND CONCURRENTLY WITH BASIN EXCAVATION, AS NECESSARY TO BALANCE THE CUT AND FILL ON THE SITE. 9.INSTALL STORM SEWER, SANITARY SEWER, WATER MAIN, FORCE MAIN, UTILITY CONDUITS AND APPROPRIATE INLET AND OUTLET PROTECTION. 10.DO NOT LEAVE LARGE AREAS UNPROTECTED FOR MORE THAN 15DAYS. ALL DISTURBED AREAS IDLE FOR 15 DAYS OR MORE WILL BE STABILIZED (SEEDED, MULCHED, ETC) IMMEDIATELY. 11.TEMPORARY CONTAINMENT OF SOIL/AGGREGATE STOCKPILES (SEED AND SILT FENCE AROUND TOE OF SLOPE). 12.CONSTRUCTION OF PROPOSED PAVEMENT AND WALLS. 13.FINE GRADING. 14.INSTALLATION OF TOPSOIL, SEED, AND PERMANENT EROSION CONTROL. 15.REMOVAL OF TEMPORARY EROSION CONTROL MEASURE - ONLY - WHEN SUFFICIENT VEGETATIVE GROWN HAS BEEN ESTABLISHED. 16.SUBMIT A NOTICE OF TERMINATION TO IDEM WITH A COPY TO THE HAMILTON COUNTY WATER CONSERVATION DISTRICT. 1 1 13 13 1 1 1 1 Michael G. Bleck, PE License No. 062.046893 Expires 11/30/19 T 847.295.5200 F 847.295.7081 www.bleckeng.com Bleck Engineering Company, Inc. 1375 North Western Avenue Lake Forest, Illinois 60045 Project No. Drawn By Checked By PROFESSIONAL SEAL ISSUED DATE ISSUED FOR SE-SC DETAILS C7 Drawing Name Drawing No. engineers surveyors S:\Project Folders - Shared\400 Indiana\400-008 Haywood - 4100 W 121st St, Zionsville\Details\400-008 Details.dwg © 2019 Bleck Engineering Company, Inc, All Rights Reserved SGP.ctb, ARCH full bleed D (36.00 x 24.00 Inches), 9/6/2019 10:54 AM, Branden Ferro4100 W 121ST ST, ZIONSVILLE, IN 46077 CHARLES HAYWOOD & ALI MURPHY CREEK'S END Zionsville, IN 06.20.2019 PERMIT 06.20.2019 BCF MGB 400-008 1 C7 2 C7 3 C7 4 C7 5 C7 6 C7 7 C7 09.05.2019 CARMEL REVISION #11 1 1 1 1 8 8 20 150 4 11.50'5.00' 3.00' COBBLE BOTTOM HWL 17.00' 3 11.00'7.00' 1.00' 6" PVC UNDERDRAIN HWL 3 11.80'12.80' 2.00' 6" PVC UNDERDRAIN HWL 3 1 0.50'3.52' 0.50' 6" PVC UNDERDRAIN HWL 1.80'0.50'GEOTEXTILE FABRIC CA-1 TOPSOIL (DEPTH VARIES) 6" PVC UNDERDRAIN 0.08'CA-7 CHOKER COURSE 2.00'0.50'GEOTEXTILE FABRIC CA-1 TOPSOIL (DEPTH VARIES) 6" PVC UNDERDRAIN 0.08'CA-7 CHOKER COURSE Michael G. Bleck, PE License No. 062.046893 Expires 11/30/19 T 847.295.5200 F 847.295.7081 www.bleckeng.com Bleck Engineering Company, Inc. 1375 North Western Avenue Lake Forest, Illinois 60045 Project No. Drawn By Checked By PROFESSIONAL SEAL ISSUED DATE ISSUED FOR CROSS SECTIONS C8 Scale 1" = 50' 0'25'50'100' N BENCHMARK: ELEVATION = ---- Drawing Name Drawing No. engineers surveyors S:\Project Folders - Shared\400 Indiana\400-008 Haywood - 4100 W 121st St, Zionsville\Details\400-008 Details.dwg © 2019 Bleck Engineering Company, Inc, All Rights Reserved SGP.ctb, ARCH full bleed D (36.00 x 24.00 Inches), 9/6/2019 10:54 AM, Branden Ferro4100 W 121ST ST, ZIONSVILLE, IN 46077 CHARLES HAYWOOD & ALI MURPHY CREEK'S END Zionsville, IN 06.20.2019 PERMIT 06.20.2019 BCF MGB 400-008 1 C8 2 C8 3 C8 4 C8 6 C8 5 C8 SWALE A- COBBLE BOTTOM SWALE B-1 SWALE B-2 SWALE C, D, E, F SUBSURFACE DETENTION- NORTH SUBSURFACE DETENTION- SOUTHWEST 09.05.2019 CARMEL REVISION #11 1 1 WOOD PLANKING SEE LANDSCAPE FOR DETAILS 15 LF 18" RCCP @ 1.13% T/WALK 903- 45' LENGTH FOR EMERGENCY OVERFLOW18" FES W/ DEBRIS GUARD INV 900.14 901 900 898 897 899 895 896 SUMP 895.33' NWL 897.45' 900.95' TOP OF 37" WEIR 899.3 Ø5.0000 1/2"STEEL PLATE STEEL PLATE ORIFICE 900.0' 13.5" TYPE 1 FRAME AND CLOSED LID 5.00 6.00 900.5' 3.08'0.96'0.96' INV 897.33' 10 LF OF24" RCCP @ 1.0% 10 LF OF24" RCCP @ 1.0% 901 900 898 897 899 895 896 SUMP 895.33' NWL 897.45' 900.95' 900.0' TYPE 1 FRAME AND CLOSED LID 5.00 6.00 900.5' INV 897.33' 1/2"STEEL PLATE 10 LF OF24" RCCP @ 1.0% LOWER FACILITY WEIR 60' 900.5 900.95 900.95 900.5 2.00' 906 905 903 902 904 906.00' Ø4.0000 1/2"STEEL PLATE STEEL PLATEORIFICE1.00' TYPE R-4342 FRAME AND LID 4.00 5.00 INV 903.25' 6" PVC @ 1.0% 6" PVC @ 1.0% 906.00' TYPE R-4342 FRAME & LID 4.00 5.00 INV 903.25' 1/2"STEEL PLATE 6" PVC 0.50'0.50'9" INV 904.25' INV 903.25' INV 904.25' 906 905 903 902 904 910 909 907 906 908 908.75' Ø4.0000 1/2"STEEL PLATE STEEL PLATE ORIFICE 6" TYPE R-4342 FRAME AND LID 4.00 5.00 INV 907.00' 6" PVC @ 1.0% 6" PVC @ 1.0% 905.25' TYPE R-4342 FRAME & LID 4.00 5.00 900.5' INV 907.00' 1/2"STEEL PLATE 6" PVC 6"INV 907.80' INV 907.00' INV 907.80' 910 909 907 906 908 Michael G. Bleck, PE License No. 062.046893 Expires 11/30/19 T 847.295.5200 F 847.295.7081 www.bleckeng.com Bleck Engineering Company, Inc. 1375 North Western Avenue Lake Forest, Illinois 60045 Project No. Drawn By Checked By PROFESSIONAL SEAL ISSUED DATE ISSUED FOR DETAILS C9 Drawing Name Drawing No. engineers surveyors S:\Project Folders - Shared\400 Indiana\400-008 Haywood - 4100 W 121st St, Zionsville\Details\400-008 Details.dwg © 2019 Bleck Engineering Company, Inc, All Rights Reserved SGP.ctb, ARCH full bleed D (36.00 x 24.00 Inches), 9/6/2019 11:27 AM, Branden Ferro4100 W 121ST ST, ZIONSVILLE, IN 46077 CHARLES HAYWOOD & ALI MURPHY CREEK'S END Zionsville, IN 06.20.2019 PERMIT 06.20.2019 BCF MGB 400-008 LOWER FACILITY OUTLET STRUCTURE UPPER FACILITY OUTLET STRUCTURE 1 C9 2 C9 3 C9 5 C9 6 C9 7 C9 8 C9 09.05.2019 CARMEL REVISION #11 OUTLET CONTROL STRUCTURE 1 OUTLET CONTROL STRUCTURE 2 1 1 4100 W 121ST ST, ZIONSVILLE, IN 46077 T 847.295.5200 F 847.295.7081 www.bleckeng.com Bleck Engineering Company, Inc. 1375 North Western Avenue Lake Forest, Illinois 60045 CHARLES HAYWOOD & ALI MURPHY Project No. Drawn By Checked By PROFESSIONAL SEAL ISSUED DATE ISSUED FOR SWPPP NOTES C10 Drawing Name Drawing No. engineers surveyors S:\Project Folders - Shared\400 Indiana\400-008 Haywood - 4100 W 121st St, Zionsville\Details\400-008 COVER.dwgnlfh p&p.ctb, ARCH full bleed D (36.00 x 24.00 Inches), 9/6/2019 10:54 AM, Branden FerroMichael G. Bleck, PE License No. 062.046893 Expires 11/30/19 CREEK'S END Zionsville, IN 06.20.2019 PERMIT © 2019 Bleck Engineering Company, Inc, All Rights Reserved 06.20.2019 BCF MGB 400-008 SWPPP FOR CONSTRUCTION SITE: 1.HYDROLOGIC UNIT AREA CODE: 05120201120080 2.NAME OF ALL RECEIVING WATERS: LONG BRANCH 3.ESTIMATE OF PEAK DISCHARGE FOR POST CONSTRUCTION CONDITIONS (10-YEAR). PER 327 IAC 15-5 (RULE 5) THIS ITEM IS NOT REQUIRED FOR SINGLE-FAMILY RESIDENTIAL DEVELOPMENTS OF FOUR LOTS OR LESS AND SINGLE-FAMILY RESIDENTIAL STRIP DEVELOPMENTS. 4.LOCATION OF SPECIFIC POINTS OF WHERE STORMWATER DISCHARGE WILL LEAVE THE SITE: SHEET C5. SURFACE DISCHARGES OCCURS NEAR THE SOUTHWEST CORNER OF THE PROPERTY FLOWING INTO THE 121ST ROW AND TOWARD THE EAST ONTO ANOTHER PROPERTY OWNED BY THE APPLICANT PRIOR TO DISCHARGING INTO A TRIBUTARY TO LONG BRANCH. 5.LOCATIONS WHERE STORMWATER MAY BE DIRECTLY DISCHARGED INTO GROUNDWATER, SUCH AS ABANDONED WELLS OR SINKHOLES. NONE. VEGETATED SWALES AND UNDERGROUND STORAGE AREA PROMOTE FILTERED INFILTRATION. 6.SOILS MAP OF THE PREDOMINANT SOIL TYPES: SHEET C1 7.DESCRIPTION OF POTENTIAL POLLUTION SOURCES ASSOCIATED WITH THE CONSTRUCTION ACTIVITIES: NA SFH DEVELOPMENT. SUPPLEMENT INFORMATION HAS BEEN PROVIDED IN SWPP BINDER. 8.TEMPORARY AND PERMANENT STORMWATER QUALITY MEASURES LOCATION, DIMENSIONS, SPECIFICATIONS, CONSTRUCTION DETAILS AND MONITORING AND MAINTENANCE GUIDELINES: SHEETS C5, C8 9.GENERAL CONSTRUCTION SEQUENCE: SHEET C6 10. LOCATIONS OF PROPOSED SOIL STOCKPILES BORROW AND/OR DISPOSAL AREAS: SHEET C6 11.TEMPORARY SURFACE STABILIZATION METHODS APPROPRIATE FOR EACH SEASON: SHEET C6 12.EROSION AND SEDIMENT CONTROL SPECIFICATIONS FOR INDIVIDUAL BUILDING LOTS. 13.MATERIAL HANDLING, STORAGE AND SPILL PREVENTION PLAN: NA SFH DEVELOPMENT. SUPPLEMENT INFORMATION HAS BEEN PROVIDED IN SWPP BINDER. 14.CONTACT INFORMATION FOR THE TRAINED INDIVIDUAL RESPONSIBLE FOR STORMWATER POLLUTION PREVENTION FOR THE PROJECT SITE. a.NAME: RUSSELL MUELLER b.ADDRESS: 1511 E. SR 434 STE 3017 WINTER SPRINGS FL 32708 c.PHONE: 317-448-5238 d.EMAIL: RMUELLER@ALPHAMC.COM e.QUALIFICATIONS BACHELOR OF SCIENCE, EARTH SCIENCE & SUSTAINABILITY. ALPHA EMC CERTIFICATION 15.CURRENT REVISION DATE ON ALL SHEET SWPPP FOR POST-CONSTRUCTION PER 327 IAC 15-5 (RULE 5) THIS ITEM IS NOT REQUIRED FOR SINGLE-FAMILY RESIDENTIAL DEVELOPMENTS OF FOUR LOTS OR LESS AND SINGLE-FAMILY RESIDENTIAL STRIP DEVELOPMENTS. EROSION CONTROL BLANKET INSTALLATION 1.PREPARE THE SEEDBED, ADD SOIL AMENDMENTS IF NECESSARY, AND PERMANENTLY SEED THE AREA IMMEDIATELY FOLLOWING SEEDBED PREPARATION. 2.LAY EROSION CONTROL BLANKETS ON THE SEEDED AREA SO THAT THEY ARE IN CONTINUOUS CONTACT WITH THE SOIL WITH EACH UP-SLOPE OR UP-STREAM BLANKET OVERLAPPING THE DOWN-SLOPE OR DOWN-STREAM BLANKET BY AT LEAST EIGHT INCHES, OR FOLLOW MANUFACTURER'S RECOMMENDATIONS. 3.TUCK THE UPPERMOST EDGE OF THE UPPER BLANKETS INTO A CHECK SLOT (SLIT TRENCH), BACKFILL WITH SOIL AND TAMP DOWN. IN CERTAIN APPLICATIONS, THE MANUFACTURER MAY REQUIRE ADDITIONAL CHECK SLOTS AT SPECIFIC LOCATIONS DOWN SLOPE FROM THE UPPERMOST EDGE OF THE UPPER BLANKETS. 4.ANCHOR THE BLANKETS IN PLACE BY DRIVING STAPLES, PINS, OR STAKES THROUGH THE BLANKET AND INTO THE UNDERLYING SOIL. FOLLOW AN ANCHORING PATTERN APPROPRIATE FOR THE SITE CONDITIONS AND AS RECOMMENDED BY THE MANUFACTURER. MAINTENANCE ·CHECK FOR EROSION OR DISPLACEMENT OF THE BLANKET. ·IF ANY AREA SHOWS EROSION, PULL BACK THAT PORTION OF THE BLANKET COVERING THE ERODED AREA, ADD SOIL AND TAMP, RESEED THE AREA, REPLACE AND STAPLE THE BLANKET. RIP RAP PIPE END SECTION INSTALLATION 1.DIVERT SURFACE WATER RUNOFF AROUND THE STRUCTURE DURING CONSTRUCTION SO THAT THE SITE CAN BE PROPERLY DEWATERED FOR FOUNDATION PREPARATION. 2.EXCAVATE FOUNDATION AND APRON AREA SUBGRADES BELOW DESIGN ELEVATION TO ALLOW FOR THICKNESS OF THE FILTER MEDIUM AND RIPRAP. 3.COMPACT ANY FILL USED IN SUBGRADE PREPARATION TO THE DENSITY OF SURROUNDING UNDISTURBED SOIL MATERIAL. 4.SMOOTH SUBGRADE ENOUGH TO PROTECT GEOTEXTILE FABRIC FROM TEARING. 5.PLACE GEOTEXTILE FABRIC OR AGGREGATE BEDDING MATERIAL (FOR STABILIZATION AND FILTRATION) ON THE COMPACTED AND SMOOTHED FOUNDATION. 6.INSTALL RIPRAP TO THE LINES AND ELEVATIONS SHOWN IN THE CONSTRUCTION PLANS. BLEND RIPRAP SMOOTHLY TO SURROUNDING GRADE. IF THE CHANNEL IS WELL DEFINED, EXTEND THE APRON ACROSS THE CHANNEL BOTTOM AND UP THE CHANNEL BANKS TO AN ELEVATION OF SIX INCHES ABOVE THE MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE BANK, WHICHEVER IS LESS. 7.IF GEOTEXTILE FABRIC TEARS WHEN PLACING RIPRAP, REPAIR IMMEDIATELY BY LAYING AND STAPLING A PIECE OF FABRIC OVER DAMAGED AREA, OVERLAPPING THE UNDAMAGED AREAS BY AT LEAST 12 INCHES. 8.CONSTRUCT A SMALL PLUNGE POOL WITHIN THE OUTLET APRON. (RIPRAP APRONS MUST BE LEVEL WITH OR SLIGHTLY LOWER THAN THE RECEIVING CHANNEL AND SHOULD NOT PRODUCE AN OVERFALL OR RESTRICT FLOW OF THE WATER CONVEYANCE STRUCTURE.) MAINTENANCE ·INSPECT FOR STONE DISPLACEMENT; REPLACE STONES ENSURING PLACEMENT AT FINISHED GRADE. ·CHECK FOR EROSION OR SCOURING AROUND SIDES OF THE APRON; REPAIR IMMEDIATELY. ·CHECK FOR PIPING OR UNDERCUTTING; REPAIR IMMEDIATELY. SILT FENCE LOCATION ·INSTALLED PARALLEL TO THE SLOPE CONTOUR. ·MINIMUM OF 10 FEET BEYOND THE TOE OF THE SLOPE TO PROVIDE A BROAD, SHALLOW SEDIMENT POOL. ·ACCESSIBLE FOR MAINTENANCE (REMOVAL OF SEDIMENT AND SILT FENCE REPAIR). POST SPACING ·EIGHT FEET MAXIMUM, WIRE MESH FENCING ·SIX FEET MAXIMUM WITHOUT WIRE BACKING TRENCH ·DEPTH - EIGHT INCHES MINIMUM ·WIDTH - FOUR INCHES MINIMUM ·AFTER INSTALLING FENCE, BACKFILL WITH SOIL MATERIAL AND COMPACT (TO BURY AND ANCHOR LOWER PORTION OF THE FENCE FABRIC). INSTALLATION 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 OF THE SLOPE TO PROVIDE A SEDIMENT STORAGE AREA. TURN THE ENDS OF THE FENCE UP SLOPE SUCH THAT THE POINT OF CONTACT BETWEEN THE GROUND AND THE BOTTOM OF THE FENCE END TERMINATES AT A HIGHER ELEVATION THAN THE TOP OF THE FENCE AT ITS LOWEST POINT (SEE EXHIBIT 1). 2.EXCAVATE AN EIGHT-INCH DEEP BY FOUR-INCH WIDE TRENCH ALONG THE ENTIRE LENGTH OF THE FENCE LINE. INSTALLATION BY PLOWING IS ALSO ACCEPTABLE. 3.INSTALL THE SILT FENCE WITH THE FILTER FABRIC LOCATED ON THE UP-SLOPE SIDE OF THE EXCAVATED TRENCH AND THE SUPPORT POSTS ON THE DOWN-SLOPE SIDE OF THE TRENCH. 4.DRIVE THE SUPPORT POSTS AT LEAST 18 INCHES INTO THE GROUND, TIGHTLY STRETCHING THE FABRIC BETWEEN THE POSTS AS EACH IS DRIVEN INTO THE SOIL. A MINIMUM OF 12 INCHES OF THE FILTER FABRIC SHOULD EXTEND INTO THE TRENCH. (IF IT IS NECESSARY TO JOIN THE ENDS OF TWO FENCES, USE THE WRAP JOINT METHOD.) 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 TRENCH. 6.BACKFILL THE TRENCH WITH SOIL MATERIAL AND COMPACT IT IN PLACE. MAINTENANCE ·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. ·REMOVE DEPOSITED SEDIMENT WHEN IT IS CAUSING THE FILTER FABRIC TO BULGE OR WHEN IT REACHES ONE-HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT. WHEN CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT DEPOSITS, GRADE THE SITE TO BLEND WITH THE SURROUNDING AREA, AND STABILIZE. STORM INLET PROTECTION INSTALLATION 1.REMOVE GRATE FROM THE DRAINAGE STRUCTURE 2.CLEAN STONE AND DIRT FROM LEDGE (LIP) OF DRAINAGE STRUCTURE 3.DROP THE FLEXSTORM INLET FILTER THROUGH THE CLEAR OPENING SUCH THAT THE HANGERS REST FIRMLY ON THE LIP OF THE STRUCTURE. 4.REPLACE THE GRATE AND CONFIRM IT IS NOT ELEVATED MORE THAN 1/8”, THE THICKNESS OF THE STEEL HANGERS. MAINTENANCE 1.EMPTY THE SEDIMENT BAG IF MORE THAN HALF FILLED WITH SEDIMENT AND DEBRIS, OR AS DIRECTED. 2.REMOVE THE GRATE, ENGAGE THE LIFTING BARS WITH THE FLEXSTORM REMOVAL TOOL, AND LIFT FROM DRAINAGE STRUCTURE. 3.DISPOSE OF SEDIMENT OR DEBRIS AS DIRECTED BY THE ENGINEER OR MAINTENANCE CONTRACT. 4.AN INDUSTRIAL VACUUM CAN BE USED TO COLLECT SEDIMENT. 5.REMOVE CAKED ON SILT FROM SEDIMENT BAG AND FLUSH WITH MEDIUM SPRAY WITH OPTIMAL FILTRATION. 6.REPLACE BAG IF TORN OR PUNCTURED TO >½” DIAMETER ON LOWER HALF OF BAG. 7.WHEN CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE SEDIMENT, PROPERLY DISPOSE OF ALL CONSTRUCTION MATERIAL, GRADE AREA TO THE ELEVATION OF THE STORM DRAIN INLET TOP, THEN STABILIZE IMMEDIATELY. TEMPORARY CONSTRUCTION ENTRANCE DIMENSIONS ·WIDTH - 20 FEET MINIMUM OR FULL WIDTH OF ENTRANCE/EXIT ROADWAY, WHICHEVER IS GREATER. ·LENGTH - 150 FEET MINIMUM (LENGTH CAN BE SHORTER FOR SMALL SITES). ·THICKNESS - EIGHT INCHES MINIMUM. WASHING FACILITY (OPTIONAL) ·LEVEL AREA WITH THREE INCH, OR LARGER, WASHED AGGREGATE OR INSTALL A COMMERCIAL WASH RACK. ·DIVERT WASTE WATER TO A SEDIMENT TRAP OR BASIN. INSTALLATION 1.REMOVE ALL VEGETATION AND OTHER OBJECTIONABLE MATERIAL FROM THE FOUNDATION AREA. 2.GRADE FOUNDATION AND CROWN FOR POSITIVE DRAINAGE. IF THE SLOPE OF THE CONSTRUCTION ENTRANCE IS TOWARD A PUBLIC ROAD AND EXCEEDS TWO PERCENT, CONSTRUCT AN EIGHT INCH HIGH DIVERSION RIDGE WITH A RATIO OF 3-TO-1 SIDE SLOPES ACROSS THE FOUNDATION AREA ABOUT 15 FEET FROM THE ENTRANCE TO DIVERT RUNOFF AWAY FROM THE ROAD. 3.INSTALL A CULVERT PIPE UNDER THE PAD IF NEEDED TO MAINTAIN PROPER PUBLIC ROAD DRAINAGE. 4.IF WET CONDITIONS ARE ANTICIPATED, PLACE GEOTEXTILE FABRIC ON THE GRADED FOUNDATION TO IMPROVE STABILITY. 5.PLACE AGGREGATE (INDOT CA NO. 2) TO THE DIMENSIONS AND GRADE SHOWN IN THE CONSTRUCTION PLANS, LEAVING THE SURFACE SMOOTH AND SLOPED FOR DRAINAGE. 6.TOP-DRESS THE FIRST 50 FEET ADJACENT TO THE PUBLIC ROADWAY WITH TWO TO THREE INCHES OF WASHED AGGREGATE (INDOT CA NO. 53) [OPTIONAL, USED PRIMARILY WHERE THE PURPOSE OF THE PAD IS TO KEEP SOIL FROM ADHERING TO VEHICLE TIRES]. 7.WHERE POSSIBLE, DIVERT ALL STORM WATER RUNOFF AND DRAINAGE FROM THE INGRESS/EGRESS PAD TO A SEDIMENT TRAP OR BASIN. MAINTENANCE ·INSPECT DAILY. ·RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL. ·TOP DRESS WITH CLEAN AGGREGATE AS NEEDED. ·IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS. ·FLUSHING SHOULD ONLY BE USED IF THE WATER CAN BE CONVEYED INTO A SEDIMENT TRAP OR BASIN. TEMPORARY SEEDING SPECIFICATIONS SEEDING FREQUENCY SEED ROUGH GRADED AREAS DAILY WHILE SOIL IS STILL LOOSE AND MOIST. DENSITY OF VEGETATIVE COVER EIGHTY PERCENT OR GREATER OVER THE SOIL SURFACE. MATERIALS ·CONSIDER THE USE OF PHOSPHORUS FREE APPLICATION WHERE SOIL TESTS INDICATE ADEQUATE PHOSPHOROUS LEVELS IN THE SOIL PROFILE. ·SEED - SELECT APPROPRIATE PLANT SPECIES SEED OR SEED MIXTURES ON THE BASIS OF QUICK GERMINATION, GROWTH, AND TIME OF YEAR TO BE SEEDED (SEE TABLE 1 SHEET C4.1). ·MULCH - ·STRAW, HAY, WOOD FIBER, ETC. (TO PROTECT SEEDBED, RETAIN MOISTURE, AND ENCOURAGE PLANT GROWTH). ·ANCHORED TO PREVENT REMOVAL BY WIND OR WATER OR COVERED WITH MANUFACTURED EROSION CONTROL BLANKETS. APPLICATION SEEDBED PREPARATION 1.TEST SOIL TO DETERMINE PH AND NUTRIENT LEVELS (OPTIONAL). 2.APPLY SOIL AMENDMENTS AS RECOMMENDED BY THE SOIL TEST (OPTIONAL). 3.WORK THE SOIL AMENDMENTS INTO THE UPPER TWO TO FOUR INCHES OF THE SOIL WITH A DISK OR RAKE OPERATED ACROSS THE SLOPE. SEEDING 1.SELECT A SEED SPECIES OR AN APPROPRIATE SEED MIXTURE AND APPLICATION RATE FROM TABLE 1 2.APPLY SEED UNIFORMLY WITH A DRILL OR CULTIPACKER SEEDER OR BY BROADCASTING. PLANT OR COVER SEED TO THE DEPTH SHOWN IN TABLE 1 3.APPLY MULCH AND ANCHOR IT IN PLACE. MAINTENANCE ·CHECK FOR EROSION OR MOVEMENT OF MULCH AND REPAIR IMMEDIATELY. ·MONITOR FOR EROSION DAMAGE AND ADEQUATE COVER (80 PERCENT DENSITY); RESEED, AND APPLY MULCH WHERE NECESSARY. ·IF NITROGEN DEFICIENCY IS APPARENT, TOP-DRESS FALL SEEDED WHEAT OR RYE SEEDING WITH 50 POUNDS PER ACRE OF NITROGEN IN FEBRUARY OR MARCH. PERMANENT SEEDING MATERIALS ·SOIL AMENDMENTS - SELECT MATERIALS AND RATES AS DETERMINED BY A SOIL TEST (CONTACT YOUR COUNTY SOIL AND WATER CONSERVATION DISTRICT OR COOPERATIVE EXTENSION OFFICE FOR ASSISTANCE AND SOIL INFORMATION, INCLUDING AVAILABLE SOIL TESTING SERVICES) OR 400 TO 600 POUNDS OF 12-12-12 ANALYSIS FERTILIZER, OR EQUIVALENT. CONSIDER THE USE OF REDUCED PHOSPHORUS APPLICATION WHERE SOIL TESTS INDICATE ADEQUATE PHOSPHOROUS LEVELS IN THE SOIL PROFILE. ·SEED - SELECT AN APPROPRIATE PLANT SPECIES SEED OR SEED MIXTURE ON THE BASIS OF SOIL TYPE, SOIL PH, REGION OF THE STATE, TIME OF YEAR, AND INTENDED LAND USE OF THE AREA TO BE SEEDED (SEE TABLE 1). ·MULCH - ·STRAW, HAY, WOOD FIBER, ETC. (TO PROTECT SEEDBED, RETAIN MOISTURE, AND ENCOURAGE PLANT GROWTH). ·ANCHORED TO PREVENT REMOVAL BY WIND OR WATER OR COVERED WITH PREMANUFACTURED EROSION CONTROL BLANKETS. APPLICATION SITE PREPARATION 1.GRADE THE SITE TO ACHIEVE POSITIVE DRAINAGE. 2.ADD TOPSOIL OR COMPOST MULCH TO ACHIEVE NEEDED DEPTH FOR ESTABLISHMENT OF VEGETATION. (COMPOST MATERIAL MAY BE ADDED TO IMPROVE SOIL MOISTURE HOLDING CAPACITY, SOIL FRIABILITY, AND NUTRIENT AVAILABILITY.) SEEDBED PREPARATION 1.TEST SOIL TO DETERMINE PH AND NUTRIENT LEVELS. 2.APPLY SOIL AMENDMENTS AS RECOMMENDED BY THE SOIL TEST AND WORK INTO THE UPPER TWO TO FOUR INCHES OF SOIL. IF TESTING IS NOT DONE, APPLY 400 TO 600 POUNDS PER ACRE OF 12-12-12 ANALYSIS FERTILIZER, OR EQUIVALENT. 3.TILL THE SOIL TO OBTAIN A UNIFORM SEEDBED. USE A DISK OR RAKE, OPERATED ACROSS THE SLOPE, TO WORK THE SOIL AMENDMENTS INTO THE UPPER TWO TO FOUR INCHES OF THE SOIL. SEEDING OPTIMUM SEEDING DATES ARE MARCH 1 TO MAY 10 AND AUGUST 10 TO SEPTEMBER 30. PERMANENT SEEDING DONE BETWEEN MAY 10 AND AUGUST 10 MAY NEED TO BE IRRIGATED. SEEDING OUTSIDE OR BEYOND OPTIMUM SEEDING DATES IS STILL POSSIBLE WITH THE UNDERSTANDING THAT RESEEDING OR OVERSEEDING MAY BE REQUIRED IF ADEQUATE SURFACE COVER IS NOT ACHIEVED. RESEEDING OR OVERSEEDING CAN BE EASILY ACCOMPLISHED IF THE SOIL SURFACE REMAINS WELL PROTECTED WITH MULCH. 1.SEEDING MIXTURE AND RATE IS LOCATED ON THE LANDSCAPE PLANS. 2.APPLY SEED UNIFORMLY WITH A DRILL OR CULTIPACKER SEEDER OR BY BROADCASTING. PLANT OR COVER THE SEED TO A DEPTH OF ONE-FOURTH TO ONE-HALF INCH. IF DRILLING OR BROADCASTING THE SEED, ENSURE GOOD SEED-TO-SOIL CONTACT BY FIRMING THE SEEDBED WITH A ROLLER OR CULTIPACKER AFTER COMPLETING SEEDING OPERATIONS. (IF SEEDING IS DONE WITH A HYDROSEEDER FERTILIZER AND MULCH CAN BE APPLIED WITH THE SEED IN A SLURRY MIXTURE.) 3.MULCH, OR USE EROSION CONTROL BLANKET, ALL SEEDED AREAS AND USE APPROPRIATE METHODS TO ANCHOR THE MULCH IN PLACE. MAINTENANCE ·CHARACTERISTICS OF A SUCCESSFUL STAND INCLUDE VIGOROUS DARK GREEN OR BLUISHGREEN SEEDLINGS WITH A UNIFORM VEGETATIVE COVER DENSITY OF 90 PERCENT OR MORE. ·CHECK FOR EROSION OR MOVEMENT OF MULCH. ·REPAIR DAMAGED, BARE, GULLIED, OR SPARSELY VEGETATED AREAS AND THEN FERTILIZE, RESEED, AND APPLY AND ANCHOR MULCH. ·IF PLANT COVER IS SPARSE OR PATCHY, EVALUATE THE PLANT MATERIALS CHOSEN, SOIL FERTILITY, MOISTURE CONDITION, AND MULCH APPLICATION; REPAIR AFFECTED AREAS EITHER BY OVERSEEDING OR PREPARING A NEW SEEDBED AND RESEEDING. APPLY AND ANCHOR MULCH ON THE NEWLY SEEDED AREAS. ·IF VEGETATION FAILS TO GROW, CONSIDER SOIL TESTING TO DETERMINE SOIL PH OR NUTRIENT DEFICIENCY PROBLEMS. (CONTACT YOUR SOIL AND WATER CONSERVATION DISTRICT OR COOPERATIVE EXTENSION OFFICE FOR ASSISTANCE.) ·IF ADDITIONAL FERTILIZATION IS NEEDED TO GET A SATISFACTORY STAND, DO SO ACCORDING TO SOIL TEST RECOMMENDATIONS. ·ADD FERTILIZER THE FOLLOWING GROWING SEASON. FERTILIZE ACCORDING TO SOIL TEST RECOMMENDATIONS. ·FERTILIZE TURF AREAS ANNUALLY. APPLY FERTILIZER IN A SPLIT APPLICATION. FOR COOL-SEASON GRASSES, APPLY ONE-HALF OF THE FERTILIZER IN LATE SPRING AND ONE HALF IN EARLY FALL. FOR WARM-SEASON GRASSES, APPLY ONE-THIRD IN EARLY SPRING, ONE-THIRD IN LATE SPRING, AND THE REMAINING ONE-THIRD IN MIDDLE SUMMER. ·FINAL STABILIZATION SHALL BE ACHIEVED WHEN THE LAND DISTURBING ACTIVITIES ARE COMPLETE AND A UNIFORM PERENNIAL VEGETATED COVER WITH A DENSITY OF SEVENTY PERCENT (70%) HAS BEEN ESTABLISHED. (327 IAC 15-5-4 #27) CONCRETE WASHOUT INSTALLATION ·PREFABRICATED WASHOUT SYSTEMS/CONTAINERS O INSTALL AND LOCATE ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. ·DESIGNED AND INSTALLED SYSTEMS O UTILIZE AND FOLLOW THE DESIGN IN THE STORM WATER POLLUTION PREVENTION PLAN TO INSTALL THE SYSTEM. O DEPENDENT UPON THE TYPE OF SYSTEM, EITHER EXCAVATE THE PIT OR INSTALL THE CONTAINMENT SYSTEM. O A BASE SHALL BE CONSTRUCTED AND PREPARED THAT IS FREE OF ROCKS AND OTHER DEBRIS THAT MAY CAUSE TEARS OR PUNCTURES IN THE POLYETHYLENE LINING. O INSTALL THE POLYETHYLENE LINING. FOR EXCAVATED SYSTEMS, THE LINING SHOULD EXTEND OVER THE ENTIRE EXCAVATION. THE LINING FOR BERMED SYSTEMS SHOULD BE INSTALLED OVER THE POOLING AREA WITH ENOUGH MATERIAL TO EXTEND THE LINING OVER THE BERM OR CONTAINMENT SYSTEM. THE LINING SHOULD BE SECURED WITH PINS, STAPLES, OR OTHER FASTENERS. O PLACE FLAGS, SAFETY FENCING, OR EQUIVALENT TO PROVIDE A BARRIER TO CONSTRUCTION EQUIPMENT AND OTHER TRAFFIC. O PLACE A NON-COLLAPSING, NON-WATER HOLDING COVER OVER THE WASHOUT FACILITY PRIOR TO A PREDICTED RAINFALL EVENT TO PREVENT ACCUMULATION OF WATER AND POSSIBLE OVERFLOW OF THE SYSTEM (OPTIONAL). O INSTALL SIGNAGE THAT IDENTIFIES CONCRETE WASHOUT AREAS AND POST SIGNS DIRECTING CONTRACTORS AND SUPPLIERS TO DESIGNATED LOCATIONS MAINTENANCE ·INSPECT THE INTEGRITY OF THE OVERALL STRUCTURE INCLUDING, WHERE APPLICABLE, THE CONTAINMENT SYSTEM. INSPECT THE SYSTEM FOR LEAKS, SPILLS, AND TRACKING OF SOIL BY EQUIPMENT. ·INSPECT THE POLYETHYLENE LINING FOR FAILURE, INCLUDING TEARS AND PUNCTURES. ·ONCE CONCRETE WASTES HARDEN, REMOVE AND DISPOSE OF THE MATERIAL. ·EXCESS CONCRETE SHOULD BE REMOVED WHEN THE WASHOUT SYSTEM REACHES 50 PERCENT OF THE DESIGN CAPACITY. USE OF THE SYSTEM SHOULD BE DISCONTINUED UNTIL APPROPRIATE MEASURES CAN BE INITIATED TO CLEAN THE STRUCTURE. PREFABRICATED SYSTEMS SHOULD ALSO UTILIZE THIS CRITERION, UNLESS THE MANUFACTURER HAS ALTERNATE SPECIFICATIONS. ·UPON REMOVAL OF THE SOLIDS, INSPECT THE STRUCTURE. REPAIR THE STRUCTURE AS NEEDED OR CONSTRUCT A NEW SYSTEM. ·DISPOSE OF ALL CONCRETE IN A LEGAL MANNER. REUSE THE MATERIAL ON SITE, RECYCLE, OR HAUL THE MATERIAL TO AN APPROVED CONSTRUCTION/DEMOLITION LANDFILL SITE. RECYCLING OF MATERIAL IS ENCOURAGED. THE WASTE MATERIAL CAN BE USED FOR MULTIPLE APPLICATIONS INCLUDING BUT NOT LIMITED TO ROADBEDS AND BUILDING. THE AVAILABILITY FOR RECYCLING SHOULD BE CHECKED LOCALLY. ·THE PLASTIC LINER SHOULD BE REPLACED AFTER EVERY CLEANING; THE REMOVAL OF MATERIAL WILL USUALLY DAMAGE THE LINING. ·THE CONCRETE WASHOUT SYSTEM SHOULD BE REPAIRED OR ENLARGED AS NECESSARY TO MAINTAIN CAPACITY FOR CONCRETE WASTE. ·CONCRETE WASHOUT SYSTEMS ARE DESIGNED TO PROMOTE EVAPORATION. HOWEVER, IF THE LIQUIDS DO NOT EVAPORATE AND THE SYSTEM IS NEAR CAPACITY IT MAY BE NECESSARY TO VACUUM OR REMOVE THE LIQUIDS AND DISPOSE OF THEM IN AN ACCEPTABLE METHOD. DISPOSAL MAY BE ALLOWED AT THE LOCAL SANITARY SEWER AUTHORITY PROVIDED THEIR NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PERMITS ALLOW FOR ACCEPTANCE OF THIS MATERIAL. ANOTHER OPTION WOULD BE TO UTILIZE A SECONDARY CONTAINMENT SYSTEM OR BASIN FOR FURTHER DEWATERING. TEMPORARY PERFORATED RISER ·MUST BE ABLE TO WITHSTAND MAXIMUM EXTERNAL LOADING WITHOUT YIELDING, BUCKLING OR CRACKING. ·HEIGHT - AT A MINIMUM, THE CREST ELEVATION OF THE RISER PIPE MUST BE SET AT THE FIVE-YEAR FREQUENCY, 24-HOUR DURATION STORM EVENT POOL ELEVATION AND AT LEAST ONE FOOT BELOW THE ELEVATION OF THE CREST OR CONTROL SECTION OF THE EMERGENCY SPILLWAY. ·PERFORATED (ONE-HALF INCH HOLES SPACED THREE INCHES APART OR USE A PREMANUFACTURED PERFORATED RISER PIPE) FOR DEWATERING AND WRAPPED WITH HARDWARE CLOTH OR SUITABLE WIRE MESH TO A HEIGHT ABOVE THE PERFORATIONS TO PREVENT STONES FROM THE AGGREGATE FILTER PACK FROM PLUGGING THE PERFORATIONS. ·WRAPPED WITH AN AGGREGATE FILTER PACK CONSISTING OF INDOT UNIFORM A OR B RIPRAP OR INDOT CA NO. 2 AGGREGATE COVERED WITH A MINIMUM OF 12 INCHES OF INDOT CA NO. 5 AGGREGATE FOR FILTRATION. (INDOT CA NO. 8 AGGREGATE IS ACCEPTABLE IF NO. 5 AGGREGATE IS NOT AVAILABLE. THE USE OF NO. 8 AGGREGATE MAY RESULT IN MORE FREQUENT OVERTOPPING OF THE STRUCTURE AND WILL INCREASE THE FREQUENCY OF STRUCTURE MAINTENANCE.) ·AGGREGATE FILTER PACK MUST BE A MINIMUM OF 12 INCHES THICK OVER ALL RISER PERFORATIONS. ·TRASH GUARD AND ANTI-VORTEX BAFFLE AT TOP OF RISER PIPE. DUST CONTROL IF DUST CONTROL MEASURES ARE NECESSARY REFER TO CHAPTER 7 PAGES 239-243 OF THE STORMWATER MANUAL. TREE PRESERVATION AND PROTECTION IF MEASURES ARE NECESSARY REFER TO CHAPTER 7 PAGES 13-15 OF THE STORMWATER MANUAL. 09.05.2019 CARMEL REVISION #11