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Home My WebLink About18020035 Civil Plans 1/20/17 Map Unit: BR - Brookston silty clay loamBr - Brookston silty clay loamIn a typical profile the surface layer is very dark gray-ish brown andvery dark gray silty clay loam about 11 inches thick. The subsoilextends to a depth of 58 inches and is dark gray, gray, and grayishbrown, mottled, firm clay loam and loam. The substratum, to a depth of70 inches, is brown loam. In some places this soil is a silty clay loam toa depth of 40 inches. In some places the lower part of the subsoil issandy loam, loamy sand, or sandy clay loam. Lighter colored materialhas been deposited on the original surface layer in a few areas. 2 in to silt to high most (317) 571-2441 is 0 (1.0 layer themoderate are layeris inmanagement SCALE: 1" =400' seasonal content surfaceare a Slopes SOILS MAP in/hr) surface the capacity matter has of wetness The 0.06 uplands. and water pH (< and onorganic soil risesslow hardwoods. Available on moderate is isvery drained inches).The or Droughtiness SITE is and 60 inches. low 6.0. ft. 60 poorly to vegetation 2.0upper 5.1 to PLANS CERTIFIED BY: aboveis DESIGN DATA2.29 AC. the PLANS PREPARED BY:STOEPPELWERTH & ASSOCIATES, INC.CONSULTING ENGINEERS & LAND SURVEYORS7965 EAST 106TH STREETFISHERS, INDIANA 46038PHONE: (317)-849-5935FAX: (317)-849-5942CONTACT PERSON: BRETT A. HUFFEMAIL: bhuff@stoeppelwerth.com Permeability nativemoderately 0.5 ONE CIVIC SQUARECARMEL, INDIANA 46032 OPERATING AUTHORITYCITY OF CARMEL in somewhat at areas layer has aThe AT & T240 North Meridian Street2nd Floor, Room 280Indianapolis, Indiana 46204Attn: Steven Krebs(800) 288-2020Sk4986@att.comCarmel Water Utilities3450 West 131st StreetWestfield, Indiana 46074Brighthouse Networks3030 Roosevelt AvenueIndianapolis, Indiana 46218 is and inches percent). Map Unit: CrA - Crosby silt loam, 0 to 2 percent slopesCrA- Crosby silt loam, 0 to 2 percent slopesThiswatertablepercent.loam3.0restrictive(6.2non-limedconcerns for crop production. This soil responds well to tile drainage. UTILITY CONTACTS:Westfield, Indiana 46074Vectren EnergyNoblesville, Indiana 46060Attn: Joanie Clarkjlclark@vectren.comAttn: Ryan HartmenAttn: Dan Davenport Duke Energy(317) 776-5532Clay Township Regional Waste DistrictIndianapolis, Indiana 46280(317) 844-9200Ryan.hartman@ctrwd.comIndianapolis Power & Light CompanyIndianapolis, Indiana 46221(317) 261-5497Dan.davenport@aes.com 16475 Southpark Drive16000 Allisonville Road10701 College Avenue, Suite A1230 West Morris Street Meridian Street SOHUM DEVELOPMENT, LLC7050 East 21st StreetCarmel, IN 46219Contact Person: RAVI PATELemail: ravi@sohumhotels.com Owner/Phone: 317-514-1262 Developed by: HYATT PLACEA part of the Southwest corner of the East Half of the NorthwestTownship, Hamilton County, Indiana, more particularly described asBeginning at the corner of said section corner; thence North 00 degreesminutes 04 seconds East 400.25 feet; thence North 00 degrees 04minutes 19 seconds East 140.00 feet; thence North 88 degrees 53minutes 04 seconds East 50.01 feet; thence South 00 degrees 04minutes 19 seconds West 346.51 feet; thence South 88 degrees 53minutes 04 seconds West 449.93 feet to the place of beginning, Quarter of Section 35, Township 18 North, Rang 3 East, Clayfollows:01 minutes 06 seconds West 206.50 feet; thence North 88 degrees 53containing 2.294 acres, more or less. B-6 37%25%85% 4 STORY (4 H.C. SPACES) 68 SPACES TOTAL 90' BUILD TO LINE50' RIGHT OF WAY DEVELOPMENT PLAN PROVIDED PER THE SUBMITTED SITE 10' TREE PROTECTION EASEMENT (W) 5' TREE PROTECTION EASEMENT (N&S) HYATT PLACE INSTRUMENT #200300092214 CLARIAN HEALTH PARTNERS, INC. ITEM ZONE DISTRICT BUILDING HEIGHT ACCESSIBLE SPACES SETBACK DISTANCES TOTAL DISTURBANCE GREENSPACE PROVIDED SCALE: 1" =60' SITE MAP CALCULATED BUILDING COVERAGE RATIO PARKING SPACES REQUIRED/MOBILITY IMPAIRED HYATT PLACE t e e r t S s i o n i l l I Spring Lake Estates Mallard Court NOTE: CONTRACTOR TO VERIFY DEPTHS OF ALLEXISTING UTILITIES TO AVOID CONFLICTS. e v i r D e g e l l o C e v i r D l e SITE m r ateer tS naidi reM C PUD PortionZoning. SITE Existing t B-6 Zoning B-6 ZoningUndeveloped Commercial S h INDEX t PUD 6 Zoning REVISIONS DESCRIPTION 1 .DESCRIPTION t 1 SCALE: 1" =800'SCALE: NTS C d teertS sionillI Existing r Residentail S-2 Zoning a FLOOD MAP l l S-2 LOCATION MAP a Portion Zoning Undeveloped M .dR lli mgnirp S COVER SHEETTOPOGRAPHICAL SURVEY/DEMO PLANSITE PLAN, GRADING PLAN, EMERGENCY FLOOD ROUTEEROSION CONTROL PLAN & SPECIFICATIONSUTILITY PLAN, SIGNAGE PLAN, PAVING & CURB POLICYSANITARY PLAN & PROFILESSTORM PLAN & PROFILES & SUB SURFACE DRAIN PLANCONSTRUCTION DETAILSLANDSCAPE PLANSREVISED PER REVIEW COMMENTS - 03/13/17 - JSMREVISED PER REVIEW COMMENTS - 04/21/17 - JSMREVISED PER CLIENT REQUEST - 07/25/17 - JSMUPDATED ALL PLAN SHEETS - 01/22/18 - NAL THIS SITE DOES NOT LIE WITHIN A FLOODPLAIN PER FIRM MAP NO. 18057C0208G DATED NOV. 19TH,2014.UTILITY CONFLICTS (INCLUDING UTILITY POLES) MUST BE COMPLETELY RESOLVED PRIOR TO THELANES. CONSTRUCTION OF THESE LANES INCLUDES BUT IS NOT LIMITED TO EXCAVATION,EMBANKMENT, PAVING, AND SUB-GRADE PREPARATION, ETC. CONSTRUCTION OF ACCELERATION/DECELERATION, PASSING BLISTER LANES AND/OR LEFT TURN SHT. ALLALLALLALL C001 SHT.C600 2. 1. NOTES: C100-C101C400-C403C500-C501C800-C805 C200-C204C300-C304C900-C902 Nathan LaFramboise / January 24, 2018 9:06:06 AMPlotted / By: nlaframboise / January 23, 2018 9:07:57 AMModified / By: Cover Sheet - S:\\72978\\DWG\\C001 - Cover Sheet.dwgFile Name: HAMILTON COUNTY, INDIANACLAY TOWNSHIP BYREVISIONSMARKDATE JSMRevised per TAC comments JSMRevised per TAC comments BAH CHECKED BY: 1/20/17 HYATT PLACE CERTIFIED: SHEET NO.72978 S & A JOB NO. TOPOGRAPHICAL SURVEY/DEMO PLAN JSM C100 DRAWN BY: OVERHEAD ELECTRIC LINESTELEPHONE PEDESTALFIRE HYDRANTFOLIAGE DEMO ITEMSSIDEWALK LOT DEMO ITEMSPVMT. DEMO ITEMS WATER LINELIGHT POLETELEPHONE MANHOLEGAS VALVEWATER VALVE CONSTRUCTION LIMITSDEVELOPMENT SECTION LIMITSFENCE LINESILTFENCEPOWER POLESSANITARY WET WELLGUY WIRECLEANOUTWATER METER TELEPHONE LINESANITARY SEWER LINE; MANHOLESTORM SEWER LINE; MANHOLE,CURB INLET, FLAT INLET &ENDSECTIONTREE PROTECTION CONSTRUCTION LIMITS x D P.W.P. E Y TWS T M H SF GV T.P. C.O. x R Know what's 40 20 0 40 FOR WATER LOCATESCONTACT: CARMEL UTILITIES(317) 571-2648FOR SANITARY SEWER LOCATESCONTACT: CLAY TOWNSHIPREGIONAL WASTE DISTRICT(317) 844-9200 A FIRM 18057C0208G DATED NOV. 19, VEGETATIVE COVER NORTH: COMMERCIAL FLOOD STATEMENTTHIS SITE DOES NOT LIE WITHIN A FLOODWAY ORFLOOD PLAIN PER2014.EXISTING SITE CONSIST MOSTLY OF GRASS ANDWEEDS WITH WOODS ON THE SITE.ADJACENT PROPERTIESEAST: COMMERCIALSOUTH: COMMERCIALWEST: RESIDENTIAL UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THERESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONSREQUIRED FOR ROAD PROJECTS THAT RESULT IN A CONFLICTWITH PROPOSED DEVELOPMENT SHALL BE THE RESPONSIBILITYOF THE DEVELOPER TO RESOLVE WITH THE UTILITY. EXISTINGPOLE LINES REQUIRED TO BE RELOCATED TO WITHIN ONE FOOTOF PROPOSED RIGHT-OF-WAY LINE. The following is a list in sequence of construction activities to control soil erosion: The contractor shall schedule a Pre-construction meeting with the City of Carmel prior to any constructing on the site being started. The contractor and/or developer shall notify IDEMand the City of Carmel 48 hours prior to start of construction.location of the posting information center is shown on Sheet C300-C301. The posting information center is the location where a copy of the approved IDEM Rule 5 Permit, ApprovedSWPP Plan, signed O&M Manual and Maintenance Logs are to be located. The contractor shall proceed to construct the construction entrance after all posting requirements have beenmet.Immediately following the installation of the construction entrance, the contractor shall construct the maintenance and refueling area. Please refer to the maintenance and refuelingarea detail on Sheet C304.After the maintenance and refueling area is constructed, the contractor shall construct the concrete washout area per the specifications on Sheet C304. Concrete washout shall not berequired if concrete truck is equipped with self-contained chute system, similar to system provided by Enviroguard, or approved equal.Prior to any earth moving the contractor shall install all silt fence as shown on Sheet C300 and C301. The details and specifications for silt fence installation are located on SheetC304.The contractor shall protect all existing inlets with drop inlet protection baskets and fiber mats as shown on Sheet C300 and C301. The details and specifications for the drop inletbaskets and fiber mats on Sheet C304.The contractor shall proceed to grade the site. The material to grade the site shall be excavated per the proposed cut & fills as shown on Sheet C200.Contractor shall cut proposed swales. Swales shall be seeded and mulched immediately upon completion.The Contractor shall install the proposed erosion control blanket in all swales as shown on Sheet C302. The details and specifications for the erosion control blanket can be found onSheet C304Contractor shall excavate around existing manholes 715 & 816 and expose the proposed connection point for the gravity sanitary sewer for this project.The proposed storm sewer and sanitary sewer shall be installed concurrently with each other when crossings are encountered.Contractor shall install water main. The trench area shall be seeded and mulched immediately following the installation of the water main.The contractor shall prepare the sub-grade for the proposed road system. If lime stabilization is the method chosen, dust shall be kept to a minimum. Dust shall be removed from theconstruction vehicles prior to leaving the site.Contractor shall install all concrete roll curb.Contractor shall install all asphalt pavement.Contractor shall have all other appropriate utilities installed. It is ultimately the responsibility of the contractor to ensure that the trench area is seeded and mulched immediatelyfollowing the installation of each utility.The contractor shall permanent seed all areas between the back of curb and the constructed pads and all other areas that are illustrated on Sheets C302. The seed mixture and rate canbe found on Sheet C302The contractor shall schedule a site inspection with the City of Carmel to ensure that the site is stabilized. After the inspector approves the site conditions the contractor shall removeall temporary erosion control practices.The post-construction erosion control practices then become the responsibility of the developer of this project.The developer of this project shall continue to monitor this site for good house keeping on the post-construction BMP's until a NOT is filed with IDEM. 2.3.4.5.6.7.8.9.20.21. 1.10.11.12.13.14.15.16.17.18.19. E: 190301.53E: 188505.49E: 191159.01 N: 1719284.85N: 1720357.21N: 1720391.10 TO CONVERT THE 1929 BENCHMARK TO NAVD88, SUBTRACT0.43 FEET FROM ALL ELEVATIONS. NGVD29 - 0.43' = NAVD88" ANY CONFLICTS WITH OTHER UTILITIES, STORM CONTRACTOR SHALL VERIFY DEPTHS OF ALLEXISTING ONSITE UTILITIES PRIOR TOCONSTRUCTION TO CONFIRM THERE IS NOTSEWERS OR STREETS. CONFLICTS AFTERCONSTRUCTION BEGINS ARE SOLELY THECONTRACTOR'S RESPONSIBILITY.VERTICAL DATUM SHALL BE BASED ON NORTHAMERICAN VERTICAL DATUM, NAVD 29.HORIZONTAL DATUM SHALL BE BASED ON INDIANAHORIZONTAL CONTROL/CORRDINATE:ISHC DISK MONUMENTHARRISON MONUMENTHARRISON MONUMENT STATE PLANE COORDINATES, NAD83. Nathan LaFramboise / January 24, 2018 10:01:10 AMPlotted / By: nlaframboise / January 24, 2018 8:43:50 AMModified / By: C100 - Topo Plan - S:\\72978\\DWG\\C100 - Topographical Survey.dwgFile Name: HAMILTON COUNTY, INDIANACLAY TOWNSHIP BYREVISIONSMARKDATE JSMRevised per TAC comments JSMREVISED PER CLIENT COMMENTS BAH CHECKED BY: 1/20/17 HYATT PLACE CERTIFIED: SHEET NO.72978 S & A JOB NO. TOPOGRAPHICAL SURVEY/DEMO PLAN JSM C101 DRAWN BY: 40 20 0 FOR WATER LOCATESCONTACT: CARMEL UTILITIES(317) 571-2648FOR SANITARY SEWER LOCATESCONTACT: CLAY TOWNSHIPREGIONAL WASTE DISTRICT(317) 844-9200 40 FIRM 18057C0208G DATED NOV. 19, VEGETATIVE COVER ADJACENT PROPERTIESNORTH: COMMERCIAL FLOOD STATEMENTTHIS SITE DOES NOT LIE WITHIN A FLOODWAY ORFLOOD PLAIN PER2014.EXISTING SITE CONSIST MOSTLY OF GRASS ANDWEEDS WITH WOODS ON THE SITE.EAST: COMMERCIALSOUTH: COMMERCIALWEST: RESIDENTIAL R UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THERESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONSREQUIRED FOR ROAD PROJECTS THAT RESULT IN A CONFLICTWITH PROPOSED DEVELOPMENT SHALL BE THE RESPONSIBILITYOF THE DEVELOPER TO RESOLVE WITH THE UTILITY. EXISTINGPOLE LINES REQUIRED TO BE RELOCATED TO WITHIN ONE FOOTOF PROPOSED RIGHT-OF-WAY LINE. CONTRACTOR SHALL VERIFY DEPTHS OF ALLEXISTING ONSITE UTILITIES PRIOR TOCONSTRUCTION TO CONFIRM THERE IS NOTANY CONFLICTS WITH OTHER UTILITIES, STORMSEWERS OR STREETS. CONFLICTS AFTERCONSTRUCTION BEGINS ARE SOLELY THECONTRACTOR'S RESPONSIBILITY. Know what's TELEPHONE PEDESTALFIRE HYDRANT LIGHT POLEGUY WIRETELEPHONE MANHOLEGAS VALVEWATER VALVE POWER POLESSANITARY WET WELLCLEANOUTWATER METER D P.W.P. Y T M H GV T.P. C.O. E: 190301.53E: 188505.49E: 191159.01 N: 1719284.85N: 1720357.21N: 1720391.10 FOLIAGE DEMO ITEMSPVMT. DEMO ITEMS SIDEWALK LOT DEMO ITEMS OVERHEAD ELECTRIC LINESSILTFENCETREE PROTECTION WATER LINEDEVELOPMENT SECTION LIMITSFENCE LINE TELEPHONE LINESANITARY SEWER LINE; MANHOLESTORM SEWER LINE; MANHOLE,CURB INLET, FLAT INLET &ENDSECTION CONSTRUCTION LIMITS x E TWS SF TO CONVERT THE 1929 BENCHMARK TO NAVD88, SUBTRACT0.43 FEET FROM ALL ELEVATIONS. NGVD29 - 0.43' = NAVD88" x VERTICAL DATUM SHALL BE BASED ON NORTHAMERICAN VERTICAL DATUM, NAVD 29.HORIZONTAL DATUM SHALL BE BASED ON INDIANASTATE PLANE COORDINATES, NAD83.HORIZONTAL CONTROL/CORRDINATE:ISHC DISK MONUMENTHARRISON MONUMENTHARRISON MONUMENT A Nathan LaFramboise / January 24, 2018 8:54:17 AMPlotted / By: nlaframboise / January 24, 2018 8:43:50 AMModified / By: C101 - Topo Plan - S:\\72978\\DWG\\C100 - Topographical Survey.dwgFile Name: HAMILTON COUNTY, INDIANACLAY TOWNSHIP BYREVISIONSMARKDATE JSMRevised per TAC comments JSMREVISED PER CLIENT COMMENTS BAH CHECKED BY: 1/20/17 HYATT PLACE CERTIFIED: SHEET NO.72978 S & A JOB NO. SITE PLAN JSM C200 DRAWN BY: ADA RAMP TO BE INSTALLED BUILDING LINEDRAINAGE EASEMENTRADIUSPROPOSED CONCRETE CONSTRUCTION LIMITSEXISTING SANITARY SEWEREXISTING STORM SEWERPROPOSED SANITARY LATERALPROPOSED STORM SEWERPROPOSED WATER LATERAL NOTES LEGEND S B.L.D.E.R= ALL CONCRETE CURB RADII ARE 5' TO FACE OF CURB UNLESSNOTED OTHERWISE.ALL RADII AND PAVEMENT DIMENSIONS ARE MEASURED TOAPPLICABLE)ALL DIMENSIONS TO THE BUILDING ARE TO THE BUILDING THE EDGE OF PAVEMENT OR FACE OF CURB (WHERESEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONSFACE AT GRADE.CONTRACTOR SHALL COORDINATE WITH THE BUILDINGCONTRACTOR ON PLACING THE FINAL ASPHALT WEARINGSURFACE ON ALL PAVED AREAS. TIMING SHALL BECOORDINATED TO MINIMIZE CONSTRUCTION-TYPE TRAFFICON THE FINAL WEARING SURFACE. ALL SOFT SPOTS INPAVEMENT AND SUBGRADE TO BE REPAIRED PRIOR TOPLACEMENT OF FINAL ASPHALT SURFACE. The Lowest Adjacent Grade for residential, commercial,The Lowest Adjacent Grade for all residential, The Lowest Adjacent Grade for all residential, In addition to the Lowest Adjacent Grade requirements, 2.4.Minimum Flood Protection Grade of all structures fronting aGeneral 3.5.For areas outside a Special Flood Hazards Area (SFHA) or 1. source has a flood protection grade. There are instances Lowest Adjacent Grade is the elevation of the lowest grade 1. Definitions2. Standard: Lowest Adjacent Grade3. Design Notes: ALL STORM SEWERS WITHIN PUBLIC RIGHT-OF-WAY STORM SEWER FOR THIS PROJECT WILL BE PRIVATE.SHALL BE RCP CLASS III.SEE SHEET C201 FOR DRAINAGE SUMMARY Minimum Flood Protection GradesFrom Sections 104.02, 302.06 and 303.07 of the City of Carmel StormWater Technical Standards Manual a. pond or open ditch shall be no less than 2 feet above any adjacent 100-year local or regional flood elevations, whichever is greater, for all windows, doors, pipe entrances, b. window wells, and any other structure member where floodwaters can enter a building. adjacent to a structure, where the soil meets the foundation around the outside of the structure (including structural members such as basement walkout, patios, decks, porches, support posts or piers, and rim of the window well. a. i. or industrial buildings shall have two feet of freeboard above the flooding source's 100-year flood elevation under proposed conditions. b. FEMA or IDNR designated floodplain i. commercial, or industrial buildings adjacent to ponds shall be set a minimum of 2 feet above the 100-year pond elevation or 2 feet above the emergency overflow weir elevation, whichever is higher. ii. commercial, or industrial buildings shall be set a minimum of 2 feet above the highest noted overflow path/ponding elevation across the property frontage. iii. any basement floor must be at least a foot above the normal water level of any wet-bottom pond. a. Each lot that is adjacent to a pond, open ditch or flooding where there are multiple different flooding sources for 1 structure. In this case, there should be a flood protection grade listed for each side of the structure in the event that piping from the structure discharge to either flood source. b. Finished floor elevation or the lowest building entry elevation shall be no less than 6 inches above finished grade around the building. Also, the building's lowest entry elevation that is adjacent to and facing a road shall be a minimum of 15 inches above the road elevation. CONCRETE SIDEWALKMONUMENT SIGNRETAINING WALLFIRE DEPT. CONNECTIONBICYCLE PARKING (4 MIN.)ROLL CURBREMOVABLE PLASTIC WHEEL STOP CONCRETE PARKING BUMPERSEE SHEET C804 FOR PAVEMENT SPECSSEE SHEET C804 FOR PAVEMENT SPECSCONCRETE SLAB & RIP RAP NOPP1QRSTUVW KEYNOTES NOTE: CONTACT:CARMEL UTILITIES (317) 571-2648 FOR WATER LOCATESFOR SANITARY SEWER LOCATESCONTACT: CLAY TOWNSHIP REGIONAL WASTE DISTRICT(317) 844-9200FOR STORM AND PIPE CHARTS SEE SHEET C201 6" COMBINED CURB AND WALKACCESSIBLE RAMPLAWN AREA (SEE LANDSCAPE PLAN)4" WIDE WHITE STRIPING6" STRAIGHT CURBCONCRETE BOLLARD4" WIDE BLUE STRIPINGDUMPSTER ENCLOSURE (SEE ARCH. PLANS)HANDICAP SIGNDECORATIVE ENTRY (SEE ARCH. PLANS)HANDICAP PARKINGCONCRETE MEDIAN (SEE ARCH. PLANS) ABCDEFGHJKLM FIRM 18057C0208G DATED NOV. 19, NOTE:ALL PAVING WITHIN THE EXISTING AND PROPOSED CITYRIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THEDEPARTMENT OF ENGINEERING. THE CONTRACTOR SHALLPRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'SREQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OFAS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSEDPRIOR TO THE START CONSTRUCTION TO DOCUMENT THE CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE ACONSTRUCTION REQUIREMENTS, STAFF NOTIFICATIONTHE WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENTCITY RIGHT-OF-WAY. DAMAGE TO THE EXISTING RIGHT OF WAYSHALL BE RESTORED /REPAIRED TO THE SATISFACTION OF THECITY AT THE COMPLETION OF THE PROJECT. THE CONTRACTOR ISENCOURAGED TO INSPECT THE RIGHT OF WAY WITH THE CITYEXISTING CONDITION OF THE RIGHT OF WAY. VEGETATIVE COVER FLOOD STATEMENTTHIS SITE DOES NOT LIE WITHIN A FLOODWAY ORFLOOD PLAIN PER2014.EXISTING SITE CONSIST MOSTLY OF GRASS ANDWEEDS WITH WOODS ON THE SITE.ADJACENT PROPERTIESNORTH: COMMERCIALEAST: COMMERCIALWEST: RESIDENTIAL SOUTH: COMMERCIAL Excavated material that is suitable may be used for fills. All unsuitable material and all surplus excavated materialProvide and place any additional fill material from offsite as may be necessary to produce the grades required onAll trees and stumps shall be removed from areas to be occupied by a road surface or structure area. Trees and stumpsThe Contractor shall, at the direction of the Developer, endeavor to save and protect trees of value and worth which doIn the event cut or fill exceeds 0.5 foot over the root area, the Developer shall be consulted with respect to protectiveAll topsoil shall be removed from all areas beneath future pavements or building. Topsoil removal shall be to aRules and regulation governing the respective utility shall be observed in executing all work under this section.It shall be the responsibility of the Contractor to determine the location of existing underground utilities 2 workingDo all cutting, filling, compacting of fills and rough grading required to bring entire project area to subgrade as shownThe tolerance for paved areas shall not exceed 0.05 feet above established subgrade. All other areas shall not exceedThe Engineer shall be notified when the Contractor has reached the tolerance as stated above, so that field NOTES TO CONTRACTOR:ALL PADS SHOULD BE TESTED TO ASSURE A COMPACTION OF AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY USING THE STANDARDANY PRIVATE TILES LOCATED ON THIS SITE WILL NEED TO BE LOCATED; BREATHERS SET AT THE DOWNSTREAM PROPERTY LINE ANDNO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT.UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONS PROCTOR TEST METHOD.CRUSHED OR REMOVED ACROSS THIS SITE. IF ANY OF THESE TILES EXTEND BEYOND THE LIMITS OF THIS PROJECT, THEY WILL NEED TO BEPROVIDED A POSITIVE OUTLET AND ALLOWED TO CONTINUE TO FUNCTION, AS IT IS ILLEGAL TO BLOCK OFF A PRIVATE "MUTUAL" TILE.CONTRACTOR SHALL VERIFY DEPTHS OF ALL EXISTING ONSITE UTILITIES PRIOR TO CONSTRUCTION TO CONFIRM THERE IS NOT ANYCONFLICTS WITH OTHER UTILITIES, STORM SEWERS OR STREETS. CONFLICTS AFTER CONSTRUCTION BEGINS ARE SOLELY THECONTRACTOR'S RESPONSIBILITY.CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THEDEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OFWORK TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED CITY R/W.EXISTING PAVEMENT TO BE SAW CUT TO A CLEAN EDGE ADJACENT TO ANY WIDENING, AUXILIARY LANES, ETC.THERE IS TO BE NO DRIVEWAY ENCROACHMENTS INTO EASEMENTS BETWEEN LOTS.REQUIRED FOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THE RESPONSIBILITY OF THEDEVELOPER TO RESOLVE WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN ONE FOOT OF PROPOSEDRIGHT-OF-WAY LINE. A.not required shall be removed from the site.B.plans. Fill obtained from offsite shall be of quality as specified for fills herein and the source approved by the Developer. Itwill be the responsibility of the Contractor for any costs for fill needed.A.shall not be buried on site.A.not impair construction of improvements as designed.B.measure to be taken, if any, to preserve such trees.A.minimum depth of 6 inches or to the depth indicated in the geotechnical report provided by the Developer to be excavated orfilled. Topsoil should be stored at a location where it will not interfere with construction operations. The topsoil shall be freeof debris and stones.A.B.days prior to commencing work. For utility locations to be marked call Toll Free 1-800-382-5544 within Indiana orA.on the drawing.B.0.05 feet plus or minus the established grade. Provide roundings at top and bottom of banks and other breaks in grade.C.measurements and spot elevations can be verified by the Engineer. The Contractor shall not remove his equipment from thesite until the Engineer has verified that the job meets the above tolerance. 1-800-428-5200 outside Indiana. 4. REMOVAL OF TOPSOIL EARTHWORK:2. REMOVAL OF TREES3. PROTECTION OF TREES5. UTILITIES6. SITE GRADING 1. EXCAVATION 20 10 0 20 Nathan LaFramboise / January 24, 2018 8:57:10 AMPlotted / By: nlaframboise / January 23, 2018 1:16:11 PMModified / By: C200 - Site Plan - S:\\72978\\DWG\\C200 - Site Plan.dwgFile Name: HAMILTON COUNTY, INDIANACLAY TOWNSHIP BYREVISIONSMARKDATE JSMRevised per TAC comments JSMREVISED PER CLIENT COMMENTS BAH CHECKED BY: 1/20/17 HYATT PLACE CERTIFIED: SHEET NO.72978 S & A JOB NO. SITE PLAN JSM C201 DRAWN BY: 20 10 0 BUILDING LINEDRAINAGE EASEMENTRADIUSPROPOSED CONCRETE CONSTRUCTION LIMITSEXISTING SANITARY SEWEREXISTING STORM SEWERPROPOSED SANITARY LATERALPROPOSED STORM SEWERPROPOSED WATER LATERAL LEGEND S B.L.D.E.R= 20 CONCRETE SIDEWALKMONUMENT SIGNRETAINING WALLFIRE DEPT. CONNECTIONBICYCLE PARKING (4 MIN.)ROLL CURBRIP RAP CONCRETE PARKING BUMPERSEE SHEET C804 FOR PAVEMENT SPECSSEE SHEET C804 FOR PAVEMENT SPECS NOPP1QRSTUV KEYNOTES NOTES 6" COMBINED CURB AND WALKACCESSIBLE RAMPLAWN AREA (SEE LANDSCAPE PLAN)4" WIDE WHITE STRIPING6" STRAIGHT CURBCONCRETE BOLLARD4" WIDE BLUE STRIPINGDUMPSTER ENCLOSURE (SEE ARCH. PLANS)HANDICAP SIGNDECORATIVE ENTRY (SEE ARCH. PLANS)HANDICAP PARKINGCONCRETE MEDIAN (SEE ARCH. PLANS) ALL CONCRETE CURB RADII ARE 5' TO FACE OF CURB UNLESS NOTED OTHERWISE.ALL RADII AND PAVEMENT DIMENSIONS ARE MEASURED TO THE EDGE OFPAVEMENT OR FACE OF CURB (WHERE APPLICABLE)SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONSALL DIMENSIONS TO THE BUILDING ARE TO THE BUILDING FACE AT GRADE.CONTRACTOR SHALL COORDINATE WITH THE BUILDING CONTRACTOR ON PLACINGTHE FINAL ASPHALT WEARING SURFACE ON ALL PAVED AREAS. TIMING SHALL BECOORDINATED TO MINIMIZE CONSTRUCTION-TYPE TRAFFIC ON THE FINAL WEARINGSURFACE. ALL SOFT SPOTS IN PAVEMENT AND SUBGRADE TO BE REPAIRED PRIOR TOPLACEMENT OF FINAL ASPHALT SURFACE. 2.3.4.5. 1. ABCDEFGHJKLM 37% (4 H.C. SPACES) 68 SPACES TOTAL SITE DEVELOPMENT PLAN PROVIDED PER THE SUBMITTED HYATT PLACE ITEM ACCESSIBLE SPACES GREENSPACE PROVIDED PARKING SPACES/MOBILITY IMPAIRED Nathan LaFramboise / January 24, 2018 8:57:16 AMPlotted / By: nlaframboise / January 23, 2018 1:16:11 PMModified / By: C201 - Site Plan - S:\\72978\\DWG\\C200 - Site Plan.dwgFile Name: HAMILTON COUNTY, INDIANACLAY TOWNSHIP BYREVISIONSMARKDATE JSMRevised per TAC comments JSMRevised per TAC comments BAH CHECKED BY: 1/20/17 HYATT PLACE CERTIFIED: SHEET NO.72978 S & A JOB NO. GRADING PLAN JSM C202 DRAWN BY: PROPOSED CONCRETEDRAINAGE DIRECTION EXISTING CONTOUREXISTING SANITARY SEWEREXISTING STORM SEWERPROPOSED GRADEPROPOSED CONTOURPROPOSED SANITARY SEWERPROPOSED STORM SEWER CONSTRUCTION LIMITS LEGEND 870870 S 848.0 20 10 0 MIN. 3" TOPSOIL 20 SEE CARMEL LOCALSTREET PVMT. SECTIONC804 E: 190301.53E: 188505.49E: 191159.01 S E I R A V 24'-0" NOT-TO-SCALE COMPACTEDSUBGRADE N: 1719284.85N: 1720357.21N: 1720391.10 CROSS SECTION C-C * MIN. 3" TOPSOIL TO CONVERT THE 1929 BENCHMARK TO NAVD88, SUBTRACT0.43 FEET FROM ALL ELEVATIONS. NGVD29 - 0.43' = NAVD88" VERTICAL DATUM SHALL BE BASED ON NORTHAMERICAN VERTICAL DATUM, NAVD 29.HORIZONTAL DATUM SHALL BE BASED ON INDIANAHORIZONTAL CONTROL/CORRDINATE:ISHC DISK MONUMENTHARRISON MONUMENTHARRISON MONUMENT STATE PLANE COORDINATES, NAD83. FLUSHCURB DOUBLE WALL PIPE, HANCOR Hi-Q, TYPE 4 PIPEOR EQUIVALENT PER SECTION 401.01 OF THE STORM WATER TECHNICAL STANDARDS 11' NOT-TO-SCALE 0.5' CROSS SECTION B-B T.O.W. ELEV.=806.00 FOR SANITARY SEWER LOCATESALL STORM SEWERS WITHIN PUBLIC RIGHT-OF-WAY SHALL BERCP CLASS III. WITH EXCEPTION OF REAR YARD SSD'S.NOTE:FOR STORM AND PIPE CHARTS SEE THIS SHEET CONTACT:CARMEL UTILITIES (317) 571-2648 FOR WATER LOCATESCONTACT: CLAY TOWNSHIP REGIONAL WASTE DISTRICT(317) 844-9200STORM SEWER FOR THIS PROJECT WILL BE PRIVATE CONSTRUCTED INTO THE RETAININGWALL. ADDITIONAL SPECS ANDDETAILS SHALL BE PROVIDED BYMANUFACTURE. SPILLWAY OPENING TO BE BOTTOM = 855.45 T.O.W.ELEV.=VARIES T.O.B. 4 1 ELEV.=856.00 4 1 1 4 BOTTOM = VARIES NOT-TO-SCALE EXISTING GRADE CROSS SECTION A-A 1 4 T.O.B.ELEV.=856.00 T.O.W. ELEV.=VARIES NOTES TO CONTRACTOR:ALL PADS SHOULD BE TESTED TO ASSURE A COMPACTION OF AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITYUSING THE STANDARD PROCTOR TEST METHOD.ANY PRIVATE TILES LOCATED ON THIS SITE WILL NEED TO BE LOCATED; BREATHERS SET AT THE DOWNSTREAMPROPERTY LINE AND CRUSHED OR REMOVED ACROSS THIS SITE. IF ANY OF THESE TILES EXTEND BEYOND THE LIMITSOF THIS PROJECT, THEY WILL NEED TO BE PROVIDED A POSITIVE OUTLET AND ALLOWED TO CONTINUE TO FUNCTION,AS IT IS ILLEGAL TO BLOCK OFF A PRIVATE "MUTUAL" TILE.CONTRACTOR SHALL VERIFY DEPTHS OF ALL EXISTING ONSITE UTILITIES PRIOR TO CONSTRUCTION TO CONFIRMTHERE IS NOT ANY CONFLICTS WITH OTHER UTILITIES, STORM SEWERS OR STREETS. CONFLICTS AFTERCONSTRUCTION BEGINS ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY.CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE-CONSTRUCTION MEETINGTO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIREDINSPECTIONS FOR CERTAIN STAGES OF WORK TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TOWORK WITHIN THE EXISTING AND PROPOSED CITY R/W.EXISTING PAVEMENT TO BE SAW CUT TO A CLEAN EDGE ADJACENT TO ANY WIDENING, AUXILIARY LANES, ETC.NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT.UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. UTILITY LINERELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITH PROPOSED DEVELOPMENT SHALLBE THE RESPONSIBILITY OF THE DEVELOPER TO RESOLVE WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BERELOCATED TO WITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.DAMAGE TO THE EXISTING RIGHT OF WAY SHALL BE RESTORED /REPAIRED TO THE SATISFACTION OF THE CITY ATTHE COMPLETION OF THE PROJECT. THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT OF WAY WITH THECITY PRIOR TO THE START CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE RIGHT OF WAY. == VOLUME DETENTION REQUIREDVOLUME DETENTION PROVIDED BMP #1BMP #1 OFFSITE DRAINAGE:THERE IS NO OFFSITE TO THE BMP #1 0.575cfs 100 YR.1.512cfs The Lowest Adjacent Grade for residential, commercial,The Lowest Adjacent Grade for all residential, The Lowest Adjacent Grade for all residential, In addition to the Lowest Adjacent Grade requirements, Minimum Flood Protection Grade of all structures fronting aLowest Adjacent Grade is the elevation of the lowest gradeGeneralFor areas outside a Special Flood Hazards Area (SFHA) or source has a flood protection grade. There are instances 0.23cfs 10 YR.1.274cfs 1. Definitions2. Standard: Lowest Adjacent Grade3. Design Notes: Minimum Flood Protection GradesFrom Sections 104.02, 302.06 and 303.07 of the City of Carmel StormWater Technical Standards Manual a. pond or open ditch shall be no less than 2 feet above any adjacent 100-year local or regional flood elevations, whichever is greater, for all windows, doors, pipe entrances, b. window wells, and any other structure member where floodwaters can enter a building. adjacent to a structure, where the soil meets the foundation around the outside of the structure (including structural members such as basement walkout, patios, decks, porches, support posts or piers, and rim of the window well. a. i. or industrial buildings shall have two feet of freeboard above the flooding source's 100-year flood elevation under proposed conditions. b. FEMA or IDNR designated floodplain i. commercial, or industrial buildings adjacent to ponds shall be set a minimum of 2 feet above the 100-year pond elevation or 2 feet above the emergency overflow weir elevation, whichever is higher. ii. commercial, or industrial buildings shall be set a minimum of 2 feet above the highest noted overflow path/ponding elevation across the property frontage. iii. any basement floor must be at least a foot above the normal water level of any wet-bottom pond. a. Each lot that is adjacent to a pond, open ditch or flooding where there are multiple different flooding sources for 1 structure. In this case, there should be a flood protection grade listed for each side of the structure in the event that piping from the structure discharge to either flood source. b. Finished floor elevation or the lowest building entry elevation shall be no less than 6 inches above finished grade around the building. Also, the building's lowest entry elevation that is adjacent to and facing a road shall be a minimum of 15 inches above the road elevation. DRAINAGE SUMMARYPOST DEVELOPED Nathan LaFramboise / January 24, 2018 9:00:07 AMPlotted / By: nlaframboise / January 24, 2018 8:45:11 AMModified / By: C202 - Grading Plan - S:\\72978\\DWG\\C202 - Grading Plan.dwgFile Name: HAMILTON COUNTY, INDIANACLAY TOWNSHIP BYREVISIONSMARKDATE JSMRevised per TAC comments BAH CHECKED BY: 1/20/17 HYATT PLACE CERTIFIED: SHEET NO.72978 S & A JOB NO. BAHREVISED PER FINAL CTRWD COMMENTS11/09/17 EMERGENCY FLOOD ROUTE KJJMREVISED PER CITY COMMENTS10/26/17 JSM C203 DRAWN BY: JSMREVISED PER CONTRACTOR/CLIENTS COMMENTS10/19/17 20 10 0 20 The Lowest Adjacent Grade for residential, commercial,The Lowest Adjacent Grade for all residential, The Lowest Adjacent Grade for all residential, In addition to the Lowest Adjacent Grade requirements, LEGEND EMERGENCY FLOOD ROUTINGEMERGENCY OVERFLOW PONDINGCOMPLETELY CLOGGED.)Minimum Flood Protection Grade of all structures fronting aLowest Adjacent Grade is the elevation of the lowest gradeGeneralFor areas outside a Special Flood Hazards Area (SFHA) or (FOR 100 YEAR STORM ASSUMING ALL INLETS ARE source has a flood protection grade. There are instances 1. Definitions2. Standard: Lowest Adjacent Grade3. Design Notes: Minimum Flood Protection GradesFrom Sections 104.02, 302.06 and 303.07 of the City of Carmel StormWater Technical Standards Manual a. pond or open ditch shall be no less than 2 feet above any adjacent 100-year local or regional flood elevations, whichever is greater, for all windows, doors, pipe entrances, b. window wells, and any other structure member where floodwaters can enter a building. adjacent to a structure, where the soil meets the foundation around the outside of the structure (including structural members such as basement walkout, patios, decks, porches, support posts or piers, and rim of the window well. a. i. or industrial buildings shall have two feet of freeboard above the flooding source's 100-year flood elevation under proposed conditions. b. FEMA or IDNR designated floodplain i. commercial, or industrial buildings adjacent to ponds shall be set a minimum of 2 feet above the 100-year pond elevation or 2 feet above the emergency overflow weir elevation, whichever is higher. ii. commercial, or industrial buildings shall be set a minimum of 2 feet above the highest noted overflow path/ponding elevation across the property frontage. iii. any basement floor must be at least a foot above the normal water level of any wet-bottom pond. a. Each lot that is adjacent to a pond, open ditch or flooding where there are multiple different flooding sources for 1 structure. In this case, there should be a flood protection grade listed for each side of the structure in the event that piping from the structure discharge to either flood source. b. Finished floor elevation or the lowest building entry elevation shall be no less than 6 inches above finished grade around the building. Also, the building's lowest entry elevation that is adjacent to and facing a road shall be a minimum of 15 inches above the road elevation. Nathan LaFramboise / January 24, 2018 8:51:46 AMPlotted / By: nlaframboise / January 24, 2018 8:45:27 AMModified / By: C203 - Emergency Flood Route - S:\\72978\\DWG\\C203 - Emergency Flood Plan.dwgFile Name: HAMILTON COUNTY, INDIANACLAY TOWNSHIP BYREVISIONSMARKDATE JSMRevised per TAC comments BAH CHECKED BY: 1/20/17 HYATT PLACE CERTIFIED: SHEET NO.72978 S & A JOB NO. BAHREVISED PER FINAL CTRWD COMMENTS11/09/17 EMERGENCY FLOOD ROUTE KJJMREVISED PER CITY COMMENTS10/26/17 JSM C204 DRAWN BY: JSMREVISED PER CONTRACTOR/CLIENTS COMMENTS10/19/17 20 10 0 The Lowest Adjacent Grade for residential, commercial,The Lowest Adjacent Grade for all residential, The Lowest Adjacent Grade for all residential, In addition to the Lowest Adjacent Grade requirements, LEGEND EMERGENCY FLOOD ROUTINGEMERGENCY OVERFLOW PONDING (FOR 100 YEAR STORM ASSUMING ALL INLETS ARECOMPLETELY CLOGGED.) Minimum Flood Protection Grade of all structures fronting aLowest Adjacent Grade is the elevation of the lowest gradeGeneralFor areas outside a Special Flood Hazards Area (SFHA) or 20 source has a flood protection grade. There are instances 1. Definitions2. Standard: Lowest Adjacent Grade3. Design Notes: Minimum Flood Protection GradesFrom Sections 104.02, 302.06 and 303.07 of the City of Carmel StormWater Technical Standards Manual a. pond or open ditch shall be no less than 2 feet above any adjacent 100-year local or regional flood elevations, whichever is greater, for all windows, doors, pipe entrances, b. window wells, and any other structure member where floodwaters can enter a building. adjacent to a structure, where the soil meets the foundation around the outside of the structure (including structural members such as basement walkout, patios, decks, porches, support posts or piers, and rim of the window well. a. i. or industrial buildings shall have two feet of freeboard above the flooding source's 100-year flood elevation under proposed conditions. b. FEMA or IDNR designated floodplain i. commercial, or industrial buildings adjacent to ponds shall be set a minimum of 2 feet above the 100-year pond elevation or 2 feet above the emergency overflow weir elevation, whichever is higher. ii. commercial, or industrial buildings shall be set a minimum of 2 feet above the highest noted overflow path/ponding elevation across the property frontage. iii. any basement floor must be at least a foot above the normal water level of any wet-bottom pond. a. Each lot that is adjacent to a pond, open ditch or flooding where there are multiple different flooding sources for 1 structure. In this case, there should be a flood protection grade listed for each side of the structure in the event that piping from the structure discharge to either flood source. b. Finished floor elevation or the lowest building entry elevation shall be no less than 6 inches above finished grade around the building. Also, the building's lowest entry elevation that is adjacent to and facing a road shall be a minimum of 15 inches above the road elevation. FLUSH CURB Nathan LaFramboise / January 24, 2018 9:16:24 AMPlotted / By: nlaframboise / January 24, 2018 8:45:27 AMModified / By: C204 - Emergency Flood Route (2) - S:\\72978\\DWG\\C203 - Emergency Flood Plan.dwgFile Name: HAMILTON COUNTY, INDIANACLAY TOWNSHIP BYREVISIONSMARKDATE JSMRevised per TAC comments JSMREVISED PER CLIENT COMMENTS BAH CHECKED BY: 1/20/17 HYATT PLACE CERTIFIED: SHEET NO.72978 S & A JOB NO. BAHREVISED PER FINAL CTRWD COMMENTS11/09/17 KJJMREVISED PER CITY COMMENTS10/26/17 JSM C300 DRAWN BY: JSMREVISED PER CONTRACTOR/CLIENTS COMMENTS10/19/17 1" = 30 FT R Know what's * LEGEND Denotes Silt FenceTree Protection FenceDenotes Construction Limits SF Specific Points Where Stormwater Discharge Will Leave this Site:Locations where storm water discharge will leave this site are noted withasterisk on sheet C301. Discharges will be to Williams Creek. Temporary "Coconut Fiber Mat" orBelow Grade " Drop Inlet Protection Basket"Temporary "Drop Inlet Protection Basket", "Sediment Control Devices"Temporary "Rock Horse Shoe Dam" SF A9. SF NO EARTH DISTURBING ACTIVITIES MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER MANAGEMENTPERMIT.ANY DISCHARGE OF CONTAMINATED WATER DUE TODEWATERING SHALL OUTLET THROUGH EXISTINGVEGETATION OR FILTER BAGS THAT WILL NOTADVERSELY IMPACT STORM WATER QUALITY. NOTE: MAY BE REQUIRED IN THE FIELD BY THEINSPECTOR.2. IF SITE REMAINS INACTIVE FOR A PERIOD OF 2WEEKS, THEN STABILIZATION IS REQUIRED TO TAKEPLACE IN THE FORM OF TEMPORARY SEEDING,MULCH, OR SPRAY ON POLYMER. 1. ANY ADDITIONAL EROSION CONTROL MEASURES prior to start of construction.met.maintenance and refueling area. Please refer to the maintenance and refueling area detail on Sheet C304.After the maintenance and refueling area is constructed, the contractor shall construct the concrete washoutproposed cut & fills as shown on Sheet C202.utility.After the inspector approves the site conditions the contractor shall remove all temporary erosion controlpractices.project.post-construction BMP's until a NOT is filed with IDEM. The contractor shall schedule a Pre-construction meeting with the City of Carmel prior to any constructing onthe site being started. The contractor and/or developer shall notify IDEM and the City of Carmel 48 hourscenter is shown on Sheet C300. The posting information center is the location where a copy of the approvedIDEM Rule 5 Permit, Approved SWPP Plan, signed O&M Manual and Maintenance Logs are to be located.The contractor shall proceed to construct the construction entrance after all posting requirements have beenImmediately following the installation of the construction entrance, the contractor shall construct thearea per the specifications on Sheet C304. Concrete washout shall not be required if concrete truck isequipped with self-contained chute system, similar to system provided by Enviroguard, or approved equal.Prior to any earth moving the contractor shall install all silt fence as shown on Sheet C300. The details andspecifications for silt fence installation are located on Sheet C303.The contractor shall protect all existing inlets with drop inlet protection baskets and fiber mats as shown onSheet C300. The details and specifications for the drop inlet baskets and fiber mats on Sheet C304.existing top soil within the construction limits.The contractor shall proceed to grade the site. The material to grade the site shall be excavated per theContractor shall cut proposed swales. Swales shall be seeded and mulched immediately upon completion.The Contractor shall install the proposed erosion control blanket in all swales as shown on Sheet C302. Thedetails and specifications for the erosion control blanket can be found on Sheet C304The proposed storm sewer and sanitary sewer shall be installed concurrently with each other when crossingsare encountered.Contractor shall install water lateral. The trench area shall be seeded and mulched immediately following theinstallation of the water.The contractor shall prepare the sub-grade for the proposed road system. If lime stabilization is the methodchosen, dust shall be kept to a minimum. Dust shall be removed from the construction vehicles prior toleaving the site.Contractor shall install all concrete curb.Contractor shall install all asphalt pavement.Contractor shall have all other appropriate utilities installed. It is ultimately the responsibility of thecontractor to ensure that the trench area is seeded and mulched immediately following the installation of eachThe contractor shall permanent seed all areas between the back of curb and the constructed pads and all otherareas that are illustrated on Sheets C301. The seed mixture and rate can be found on Sheet C302The contractor shall schedule a site inspection with the City of Carmel to ensure that the site is stabilized.The post-construction erosion control practices then become the responsibility of the developer of thisThe developer of this project shall continue to monitor this site for good house keeping on the 2.3.4.5.6.7.8.9.20. 1.10.11.12.13.14.15.16.17.18.19. The following is a list in sequence of construction activities to control soil erosion: PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL:RAVI PATELPHONE: (317) 514-1262 Nathan LaFramboise / January 24, 2018 9:42:49 AMPlotted / By: nlaframboise / January 23, 2018 2:48:59 PMModified / By: C300 - S:\\72978\\DWG\\C300 - Storm Water Poll. & Prev. Plan.dwgFile Name: HAMILTON COUNTY, INDIANACLAY TOWNSHIP BYREVISIONSMARKDATE JSMREVISED PER CLIENT COMMENTS BAH CHECKED BY: 1/20/17 HYATT PLACE CERTIFIED: SHEET NO.72978 S & A JOB NO. BAHREVISED PER FINAL CTRWD COMMENTS11/09/17 KJJMREVISED PER CITY COMMENTS10/26/17 JSM C301 DRAWN BY: JSMREVISED PER CONTRACTOR/CLIENTS COMMENTS10/19/17 LEGEND Denotes Construction Limitsl30#/acre or 3#/l000 S.F.25% creeping red fescue35% perennial rye40% Kentucky bluegrassll0#/acre or 2.5#/l000 S.F.38% Kentucky 3l fescuel9% perennial ryel9% annual ryel4% orchard grassl0% Kentucky bluegrass Reference Pipe Outlet Detail, Sheet C803Emergent Wetland Mix - See Specs sheet C303Proposed Turf Seeding w/ Fiber Blanket- See Specs sheet C303Proposed Mesic Seeding w/ Fiber Blanket- See Specs sheet C303 Seeding rate:Seeding mixture:Seeding rate:Seeding mixture:DO NOT MOW SIGN OR MOW SIGN INFO. REFERENCE DETAIL THISSHEET FOR SIGN CLASSIFICATION AND DETAILS. Denotes permanent seeding & mulch areasDenotes seeding w/fiber blanket #S150 by North American Green R ANY ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIREDIN THE FIELD BY THE INSPECTOR.IF SITE REMAINS INACTIVE FOR A PERIOD OF 2 WEEKS, THENTEMPORARY SEEDING, MULCH, OR SPRAY ON POLYMER. STABILIZATION IS REQUIRED TO TAKE PLACE IN THE FORM OF NO EARTH DISTURBING ACTIVITIES MAY TAKE PLACEWITHOUT AN APPROVED STORM WATER MANAGEMENTPERMIT. ANY DISCHARGE OF CONTAMINATED WATER DUEEXISTING VEGETATION OR FILTER BAGS THATWILL NOT ADVERSELY IMPACT STORM WATER TO DEWATERING SHALL OUTLET THROUGHQUALITY. NOTE: 2. 1. Know what's VEGETATIVESWALE VEGETATIVE SWALE -DENOTES LIMITS OFEMERGENT MIX SHOWNON SHEET C303 SPRAY DO NOT MOW SIGN DETAIL DO NOT MOW OR INCLUDE PLANTING SCHEDULE AND WHICH QUALIFIED NATIVEPLANTING PERSONNEL OR ORGANIZATION WILL BE INSTALLINGOR CONSULTED FOR INSTALLATION. OUTLETS TO PONDS USEDAS POST CONSTRUCTION WATER QUALITY BMP'S WILL NEED TOHAVE A DEDICATED EASEMENT AND BE RECORDED AS SUCH ONTHE PLAT WITH A SPECIFIC DESCRIPTION, (i.e. SPECIFIC PONDOUTLETS ARE TO BE PLANTED WITH A WET MESIC SEED MIX)THE END GOAL IS TO ENSURE THAT EVEN THROUGH A CHANGEOF LAND OWERSHIP; THE BMP WILL STILL BE RECORDED ON THEPLAT AND MAINTENANCE RESPONSIBILITY WILL TRANSFER.ALSO, SPECIFY THAT ANY MODIFICATION TO THIS WATERQUALITY BMP ON THE RECORDED PLAT WILL REQUIREAPPROVAL FROM THE PLANNING COMMISION AND THE CITY OFCARMEL - MS4. GATHER SPECIFIC MAINTENANCE PROCEDUREFOR THESE PLANTINGS AND FOR THE POND ITSELF, ANDINCLUDE THEM IN THE OPERATIONS AND MAINTENANCEMANUAL FOR THIS PROJECT. SIGNS ARE REQUIRED ON BOTH SIDE LIMITS OF BIO SWALES. 1" = 30 FT PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL:RAVI PATELPHONE: (317) 514-1262 Nathan LaFramboise / January 24, 2018 9:42:53 AMPlotted / By: nlaframboise / January 23, 2018 2:48:59 PMModified / By: C301 - S:\\72978\\DWG\\C300 - Storm Water Poll. & Prev. Plan.dwgFile Name: HAMILTON COUNTY, INDIANACLAY TOWNSHIP BYREVISIONSMARKDATE BAH CHECKED BY: 1/20/17 HYATT PLACE CERTIFIED: SHEET NO.72978 S & A JOB NO. BAHREVISED PER FINAL CTRWD COMMENTS11/09/17 KJJMREVISED PER CITY COMMENTS10/26/17 JSM C302 DRAWN BY: JSMREVISED PER CONTRACTOR/CLIENTS COMMENTS10/19/17 - Structure #807 will serve as a structural water quality unit. See details int the O&M Manual. - This measure will collect runoff from the development. The design of this area will allow debris to be filtered by - There is a vegetated swale located just east and south of the proposed building. This area is gently sloped and Native Dry Basin Vegetated Swalevegetated to allow filtratrion prior to entering the detention basin and the ultimate storm outlet for this project. Also see details in the O& M Manual for further information.Aqua-Swirl (AS-5)runoff being partially infiltrated before storm water enters the IDEM: 317-356-2411 Spill Response DirectionsDischarge of hazardous substances or oil into stormwater is subject to reporting requirements. Inthe event of a spill of a hazardous substance, the operator is required to notify the NationalResponse Center (1-800-424-8802) to properly report the spill. In addition, the operator shallsubmit a written description of the release (including the type and amount of material released,the date of the release, the circumstances of the release, and the steps to be taken to preventfuture spills) to the local MS-4. In the event of small spills, please contact the constructionsupervisor. In the event of spills that require removal of soils or other materials, please contactthe construction supervisor, developer, County Surveyor's Office and the Local Fire Department. Inthe event of spills that have potential groundwater or surface water contamination, pleasecontact the construction supervisor, developer, County Surveyor's Office, Local Emergency Response,IDEM, and the City of Carmel Utility Department.Hamilton County Surveyor: 317-776-8495 Carmel Fire Department: 317-571-2600Carmel Utilities: 317-571-2645Local Emergency Response: 911 designed outlet storm sewer system. The design and installation specifications of the Native Dry Basin can be found on the sheet C202 andin the O&M Manual for this project. 7050 East 21st StreetIndianapolis, IN 46219Phone: (317) 514-1262Contact Person: Ravi PatelDescription of Proposed Post Construction Stormwater Quality Measures: SOHUM Development, LLC Pollutant Source: Passenger vehicles, delivery vehicles, and trucks Type of Pollutant: Oil, gasoline, diesel fuel, any hydrocarbon associated with vehicular fuels and lubricants, grease, antifreeze, windshield cleaner solution, brake fluid, brake dust, rubber, glass, metal and plastic fragments, grit, road de-icing materialsPollutant Source: ResidenceType of Pollutant: Cleaning solutions or solvents, leaks from HVAC equipment, grit from roof drainage, aggregate or rubber fragments from roofing systemPollutant Source: Trash dumpsterType of Pollutant: Cleaning solutions or solvents, litter (paper, plastic, general refuse associated with distributions operations), uneaten food products, bacteriaPollutant Source: RoadwayType of Pollutant: Any pollutant associated with vehicular sources, grit from asphalt wearing surface, bituminous compounds from periodic maintenance (sealing, resurfacing and patching), pavement de-icing materials, paint fragments from parking stall stripes, concrete fragments, wind-blown litter from off-site sources, and elevated water temperatures from contact with impervious surfacesPollutant Source: Lawn and landscape areasType of Pollutant: Fertilizers, soil, organic material (leaves, mulch, grass clippings) and pesticidesThe anticipated pollution sources are the vehicles that will use these future facilities, including both truck and passenger vehicle traffic. Possible pollutants include oil, gasoline, antifreeze and other pollutants associated with vehicular traffic.For further information on Post Construction Storm Water Quality measures please see the O&M manual for this project.a.b.c.3.) SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION:Please see construction sequence. Also the stormwater quality will be handled with a Vegetated Swales and Aqua-Swirl such measures will bein conjunction with the projects Water Quality and O&M manual.4.) STORMWATER QUALITY MEASURES TO BE IMPLEMENTED TO PREVENT OR MINIMIZE ADVERSE IMPACTS TO STREAMAND RIPARIAN HABITATS:Please see construction sequence. Also the stormwater quality will be handled with a Vegetated Swales and Aqua-Swirl such measures will bein conjunction with the projects Water Quality and O&M manual.5.) DESCRIPTION OF OPERATION AND MAINTENANCE GUIDELINES FOR ALL POST-CONSTRUCTION STORMWATERQUALITY MEASURES:Please see construction sequence. Also the stormwater quality will be handled with a Vegetated Swales and Aqua-Swirl such measures will bein conjunction with the projects Water Quality and O&M manual. 14.) OPERATOR'S INFORMATION 2.) The proposed land use will consist of single family residential houses. The pollutants and sources of each pollutant normally expected from these types of land uses are listed below: 1.) DESCRIPTION OF POLLUTANTS AND THEIR SOURCES ASSOCIATED WITH THE PROPOSED LAND USE SWPPP FOR POST-CONSTRUCTION prior to start of construction.proposed cut & fills as shown on Sheet C202.utility.practices.project.post-construction BMP's until a NOT is filed with IDEM. The contractor shall schedule a Pre-construction meeting with the City of Carmel prior to any constructing onthe site being started. The contractor and/or developer shall notify IDEM and the City of Carmel 48 hourscenter is shown on Sheet C300. The posting information center is the location where a copy of the approvedIDEM Rule 5 Permit, Approved SWPP Plan, signed O&M Manual and Maintenance Logs are to be located.The contractor shall proceed to construct the construction entrance after all posting requirements have beenmet.Immediately following the installation of the construction entrance, the contractor shall construct themaintenance and refueling area. Please refer to the maintenance and refueling area detail on Sheet C304.After the maintenance and refueling area is constructed, the contractor shall construct the concrete washoutarea per the specifications on Sheet C304. Concrete washout shall not be required if concrete truck isequipped with self-contained chute system, similar to system provided by Enviroguard, or approved equal.Prior to any earth moving the contractor shall install all silt fence as shown on Sheet C300. The details andspecifications for silt fence installation are located on Sheet C303.The contractor shall protect all existing inlets with drop inlet protection baskets and fiber mats as shown onSheet C300. The details and specifications for the drop inlet baskets and fiber mats on Sheet C304.existing top soil within the construction limits.The contractor shall proceed to grade the site. The material to grade the site shall be excavated per theContractor shall cut proposed swales. Swales shall be seeded and mulched immediately upon completion.The Contractor shall install the proposed erosion control blanket in all swales as shown on Sheet C302. Thedetails and specifications for the erosion control blanket can be found on Sheet C304The proposed storm sewer and sanitary sewer shall be installed concurrently with each other when crossingsare encountered.Contractor shall install water lateral. The trench area shall be seeded and mulched immediately following theinstallation of the water.The contractor shall prepare the sub-grade for the proposed road system. If lime stabilization is the methodchosen, dust shall be kept to a minimum. Dust shall be removed from the construction vehicles prior toleaving the site.Contractor shall install all concrete curb.Contractor shall install all asphalt pavement.Contractor shall have all other appropriate utilities installed. It is ultimately the responsibility of thecontractor to ensure that the trench area is seeded and mulched immediately following the installation of eachThe contractor shall permanent seed all areas between the back of curb and the constructed pads and all otherareas that are illustrated on Sheets C301. The seed mixture and rate can be found on Sheet C302The contractor shall schedule a site inspection with the City of Carmel to ensure that the site is stabilized.After the inspector approves the site conditions the contractor shall remove all temporary erosion controlThe post-construction erosion control practices then become the responsibility of the developer of thisThe developer of this project shall continue to monitor this site for good house keeping on the 9.) GENERAL CONSTRUCTION SEQUENCE Refer to Sheet C304, within the Seasonal Soil Protection Chart. 2.3.4.5.6.7.8.9.20.None Erosion and Sediment Control InspectionsAll controls should be inspected at least once every seven (7) calendar days and following any storm event of 0.5 inch or greater. The following is a list of inspection/maintenance practices that will be used for specific controls:1. Geotextiles/Erosion Control Mats: Missing or loose matting must be replaced or re-anchored.2. Curb Inlet Protection shall be cleaned at least once per week and after every 0.5 inch rainfallevent.3. Mulching: Inspected for thin or bare spots caused by natural decomposition or weather-related events. Mulch in high traffic area should be replaced on a regular basis to maintain uniform protection.4. Silt Fence: Removal of built-up sediment will occur when the sediment reaches one-third the height of the fence.5. Stabilized Construction Entrance: Periodic regrading and top dressing with additional stones.6. Vegetation: Protect newly seeded areas from excessive runoff and traffic until vegetation is established. Establish a watering and fertilizing schedule.7. Good Housekeeping: Litter, construction debris, and construction chemicals exposed to stormwater shall be prevented from becoming a pollutant source for stormwater discharges through screening of outfalls and daily pickup of litter.In the event that sediment escapes the construction site, off-site accumulations of sediment must be removed at a frequency sufficient to minimize adverse impacts. An example of this may be the situation where sediment has washed into the street and could be carried into the storm sewers by the next rainfall and/or pose a safety hazard to users of public streets.Compliance of the site with the General Construction Permit remains the responsibility of all operators that have submitted an NOI until such time as they have submitted a Notice of Termination (NOT). The permittee's authorization to discharge under the General Construction Permit terminates at midnight of the day the NOT is signed.All permittees must submit an NOT within thirty (30) days after one or more of the following conditions have been met:1. Final stabilization has been achieved on all portions of the site for which the permittee was responsible.2. Another operator/permittee has assumed control over all areas of the site that have not been finally stabilized.3. In residential construction operations, temporary stabilization has been completed and the residence has been transferred to the homeowner.1.10.11.12.13.14.15.16.17.18.19. Material Handling and Spill PreventionDischarge of hazardous substances or oil into stormwater is subject to reporting requirements. In the event of a spill of a hazardous substance, the operator is required to notify the National Response Center (1-800-424-8802) to properly report the spill. In addition, the operator shall submit a written description of the release (including the type and amount of material released, the date of the release, the circumstances of the release, and the steps to be taken to prevent future spills) to the local MS-4. This project includes the construction of the parking infrastructure for a Commercial Hotel. Site consists of approximately 2.30 acres.Construction will include pad grade for the building, associated parking, utilities, landscaping, and drainage infrastructure.Solid Waste DisposalNo solid material, including building materials, is permitted to be discharged to surface waters or buried on site. All solid waste materials, including disposable materials incidental to the construction activity, must be collected in containers or closed dumpsters. The collection containers must be emptied periodically and the collected material hauled to a landfill permitted by the State and/or appropriate local municipality to accept the waste for disposal. Dumpsters andport-o-lets are not to be placed in the street.A foreman or supervisor should be designated in writing to oversee, enforce, and instruct construction workers on proper solid waste procedures.Hazardous WasteWhenever possible, minimize the use of hazardous materials and generation of hazardous wastes.All hazardous waste materials will be disposed in the manner specified by federal, state, or local regulations or by the manufacturer.Use containment berms in fueling and maintenance areas and where potential for spills is high.A foreman or supervisor should be designated in writing to oversee, enforce and instruct construction workers on proper hazardous waste procedures. The location of any hazardous waste storage areas should be indicated on the stormwater pollution prevention plan by the operator following on-site location of the facility.Dust Control/Off-site Vehicle TrackingDuring construction, water trucks should be used, as needed, by each contractor or subcontractor to reduce dust. After construction, the site should be stabilized to reduce dust.Construction traffic should enter and exit the site at a Construction Entrance with a rock pad or equivalent device. The purpose of the rock pad is to minimize the amount of soil and mud that is tracked into existing streets. If sediment escapes the construction site, off-site accumulations of sediment must be removed at a frequency sufficient to minimize offsite impacts. 11.) TEMPORARY AND PERMANENT SURFACE STABILIZATION METHODS APPROPRIATE FOR EACH SEASON12.) EROSION AND SEDIMENT CONTROL SPECIFICATIONS FOR INDIVIDUAL BUILDING LOTS 10.) LOCATION OF PROPOSED SOIL STOCKPILES, BORROW, AND/OR DISPOSAL AREAS 13.) MATERIAL HANDLING AND SPILL PREVENTION PLAN < 2 2-155-10 7-20 10-20 100-year discharge: 6.839 cfs100-year discharge: 1.512 cfs 75502515 100 Silt fences shall be installed with the contour of the slopes.Max. Slope Length above Silt Fence (Ft.) Land Slope % Inspection Schedule/ReportingAll impacted areas, as well as all erosion and sediment control devices, will be inspected every seven (7) calendar days and within 24 hours after a rainfall of 0.5 inch or greater until an NOT isissued. Inspection reports after rain events are to be submitted to the City of Carmel EngineeringDepartment One, Civic Square, attention Storm Water Administrator.Inspections shall be conducted and a written report prepared, by a designated and qualified person familiar with the USEPA NPDES Storm Water General Permit, and the Project.Inspection reports shall be completed including scope of the inspection, name(s) and qualifications of personnel making the inspection, the date of the inspection, observations relating to the implementation of the SWPPP, and any actions taken as a result of incidents of noncompliance noted during the inspection. The inspection report should state whether the site was in compliance or identify any incidents of noncompliance. The contractor shall keep a copy of the inspection reports on site and permanently for a period of two years following construction. The on-site reports may be requested by inspections conducted by the local MS-4.Construction EntranceLocations where vehicles exit the site shall be inspected for evidence of off-site sediment tracking.Each contractor and subcontractor shall be responsible for maintaining the Construction Entrance and other controls.Material Storage InspectionsInspectors must evaluate areas used for storage of materials that are exposed to precipitation.The purpose is to ensure that materials are protected and/or impounded so that pollutants cannot discharge from storage areas. Off-site material storage areas used solely by the subject project are considered to be part of the project and must be included in the erosion control plans and the site inspection reports.Soil Stabilization Inspectionsproposed roads are covered with pavement. And the remainder of the site has a stand of vegetation with at least 70% of the backgroundvegetation density. The density of 70% or greater must be maintained to be considered as stabilized. The operator or their representative willwater, fertilize, and reseed disturbed areas as needed to achieve this goal. Seeded areas will be inspected to confirm that a healthy stand of vegetation is maintained. The site has achieved final stabilization once all The following construction materials will be staged or stored on site at various points during development of the site.1. Road base2. Concrete drainage pipe3. Concrete culverts4. Precast concrete manholesa. Construction entrance will be in place prior to this phase of construction. Entrance is shown for reference on Sheet C300. The contractor has the option to use one of several storm sewer inlet protection methods, depending on the inlet location and the stage of construction. Refer to Sheet C300 for locations and refer to Sheet C304 for details. Manufactured products such as the Dandy Bag or Catch-All products may also be used at the contractor's discretion. Manufactured products shall be installed in accordance with the manufacturer's specifications.b. For dimensions of these measures see sheets C304.c. Proposed detention basins shall be used to extend detention times to achieve stormwater quality. Riprap revetment will be used at each of the stormwater outlets where not connecting into existing manholes. Erosion control blankets will be utilized as grade-stabilization structures. Sheet flow areas will be protected by seed and mulch or hydroseeding. Erosion control blankets will be installed on sloped areas where the slope exceeds 6:1 (horizontal to vertical). Silt fencing will be utilized to minimize runoff from construction areas as identified on Sheets C300.d. For Construction details for these measures see sheet 304. e. Monitoring and maintenance guidelines: Soil information from the Hamilton County Soil Survey is shown on sheet C304. This includes a copy ofthe soil map, descriptions of the soils and a description of how this site will accommodate existing soil limitations.The following potential pollutant sources may be associated with construction activities on site:1. Material storage areas (more specifically described below)2. Construction waste material3. Fuel storage areas and fueling stations4. Exposed soils 5. Leaking vehicles and equipment6. Sanitary waste from temporary toilet facilities7. Litter8. Windblown dust9. Soil tracking off site from construction equipment There should be no potential discharges into the groundwater on this site. HUC14 05120201090040Wr-Fertig DrainPre-construction 10-year discharge: 3.435 cfsPost-construction 10-year discharge: 1.274 cfsStorm Runoff will leave the site through a proposed storm pipe to the East into a Swale inside the R/W of US 31. 11. Groundwater Chemical oxygen demand and Iron. 10. Concrete wash-out HYATT PLACESITE NAMEThe area scheduled for construction is known as "Hyatt Place" (hereinafter referred to as the "Project").PROJECT LOCATIONThe property is located at the east of Illinois Street and west of Meridian Street.Indianapolis, IN 46219Phone: (317) 514-1262 SOHUM Development, LLC7050 East 21st StreetContact Person: Ravi PatelSWPPP FOR CONSTRUCTION SITES 3.) PEAK DISCHARGE FOR POST CONSTRUCTION CONDITIONS (10 year)4.) SPECIFIC POINTS WHERE STORMWATER DISCHARGE WILL LEAVE THIS SITE5.) LOCATIONS WHERE STORMWATER MAY BE DIRECTLY DISCHARGED INTO GROUNDWATER (abandoned wills or sinkholes)6.) SOILS MAP WITH DESCRIPTIONS AND LIMITATIONS7.) DESCRIPTION OF POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH CONSTRUCTION ACTIVITIES8.) TEMPORARY AND PERMANENT STORMWATER QUALITY MEASURES OWNER'S INFORMATION 1.) WATERSHED HYDROLOGIC UNIT CODE (HUC)2.) NAME OF ALL RECEIVING WATERS PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL:RAVI PATELPHONE: (317) 514-1262 Nathan LaFramboise / January 24, 2018 9:42:55 AMPlotted / By: nlaframboise / January 23, 2018 2:48:59 PMModified / By: C302 - S:\\72978\\DWG\\C300 - Storm Water Poll. & Prev. Plan.dwgFile Name: HAMILTON COUNTY, INDIANACLAY TOWNSHIP BYREVISIONSMARKDATE BAH CHECKED BY: 1/20/17 HYATT PLACE CERTIFIED: SHEET NO.72978 S & A JOB NO. BAHREVISED PER FINAL CTRWD COMMENTS11/09/17 KJJMREVISED PER CITY COMMENTS10/26/17 JSM C303 DRAWN BY: JSMREVISED PER CONTRACTOR/CLIENTS COMMENTS10/19/17 SCOUR PROTECTION AS NEEDED CONTRACTOR TO INSTALL ADEQUATE SOILS MAP SCALE: 1"1000' MAINTENANCE SITE Map Unit: Br - Brookston silty clay loamBr--Brookston silty clay loamThis poorly drained soil has a seasonal high watertable above the surface or within 1.0 ft. andis in depressions. Slopes are 0 to 2 percent. The native vegetation is water tolerant grassescontent (2.0 to 5.0 percent). Permeability is moderately slow (0.2 to 0.6 in/hr) in the mostrestrictive layer above 60 inches. Available water capacity is high (10.0 inches in the upperWetness is a management concern for crop production. This soil responds well to tiledrainage.Map Unit: CrA - Crosby silt loam, 0 to 2 percent slopesThis is a somewhat poorly drained soil and has a seasonal high watertable at 0.5 to 2.0 ft. andis on rises on uplands. Slopes are 0 to 2 percent. The native vegetation is hardwoods. Theinches. Available water capacity is moderate (6.2 inches in the upper 60 inches).The pH ofthe surface layer in non-limed areas is 5.1 to 6.0. Droughtiness and wetness are managementconcerns for crop production. This soil responds well to tile drainage. and hardwoods. The surface layer is silty clay loam and has moderate or high organic matter60 inches).The pH of the surface layer in non-limed areas is 6.1 to 7.3. This soil is hydric.CrA--Crosby silt loam, 0 to 2 percent slopessurface layer is silt loam and has moderately low or moderate organic matter content (1.0 to3.0 percent). Permeability is very slow (< 0.06 in/hr) in the most restrictive layer above 60 INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLY AND AFTER STORM EVENTS OR HEAVY USE.RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL.TOPDRESS WITH CLEAN STONE AS NEEDED.IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS BY BRUSHING ORSWEEPING. FLUSHING SHOULD ONLY BE USED IF THE WATER IS CONVEYED INTO A SEDIMENT TRAP OR BASIN.REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY. INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT.IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THEAFFECTED PORTION IMMEDIATELY.REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT ORIS CAUSING THE FABRIC TO BULGE.TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT DEPOSITS,BRING THE DISTURBED AREA TO GRADE, AND STABILIZE.INSPECT WEEKLY AND FOLLOWING EACH STORM EVENT.REMOVE SEDIMENT FROM THE CHANNEL AND REINFORCE THE RIDGE AS NEEDED.CHECK THE OUTLETS AND MAKE NECESSARY REPAIRS IMMEDIATELY.REMOVE SEDIMENT FROM TRAPS WHEN THEY ARE 50% FULL.WHEN THE WORK AREA HAS BEEN STABILIZED, REMOVE THE RIDGE, FILL THE CHANNEL TO BLEND WITH THENATURAL GROUND, REMOVE TEMPORARY SLOPE DRAINS, AND STABILIZE ALL DISTURBED AREAS.INSPECT PERIODICALLY AFTER PLANTING TO SEE THAT VEGETATIVE STANDS ARE ADEQUATELY ESTABLISHED; RE-SEED IF NECESSARY.CHECK FOR EROSION DAMAGE AFTER STORM EVENTS AND REPAIR; RESEED AND MULCH IF NECESSARY.TOPDRESS FALL SEEDED WHEAT OR RYE SEEDINGS WITH 50 LBS./ACRE OF NITROGEN IN FEBRUARY OR MARCHIF NITROGEN DEFICIENCY IS APPARENT. (EXHIBIT 3.11-B SHOWS ONLY WHEAT/RYE FALL SEEDED.)INSPECT PERIODICALLY, ESPECIALLY STORM EVENTS, UNTIL THE STAND IS SUCCESSFULLY ESTABLISHED.(CHARACTERISTICS OF A SUCCESSFUL STAND INCLUDE: VIGOROUS DARK GREEN OR BLUISH-GREEN SEEDLINGS;UNIFORM DENSITY WITH NURSE PLANTS, LEGUMES, AND GRASSES WELL INTERMIXED; GREEN LEAVES; AND THEPERENNIALS REMAINING GREEN THROUGHOUT THE SUMMER, AT LEAST AT THE PLANT BASE.)PLAN TO ADD FERTILIZER THE FOLLOWING SEASON ACCORDING TO SOIL TEST RECOMMENDATIONS.REPAIR DAMAGED, BARE, OR SPARSE OR PATCHY, BY FILLING ANY GULLIES, RE-FERTILIZING, OVER - OR RE-SEEDING AND MULCHING AFTER RE-PREPARING THE SEEDBED.IF VEGETATION FAILS TO GROW, CONSIDER SOIL TESTING TO DETERMINE ACIDITY OR NUTRIENT DEFICIENCYPROBLEMS. (CONTACT YOUR SWCD OR COOPERATIVE EXTENSION OFFICE FOR ASSISTANCE.)IF ADDITIONAL FERTILIZATION IS NEEDED TO GET A SATISFACTORY STAND, DO SO ACCORDING TO SOIL TESTRECOMMENDATIONS.DURING VEGETATIVE ESTABLISHMENT, INSPECT AFTER STORM EVENTS FOR ANY EROSION BELOW THE BLANKET.IF ANY AREA SHOWS EROSION, PULL BACK THAT PORTION OF THE BLANKET COVERING IT, ADD SOIL, RE-SEEDTHE AREA, AND RE-LAY AND STAPLE THE BLANKET.AFTER VEGETATIVE ESTABLISHMENT, CHECK THE TREATED AREA PERIODICALLY.INSPECT FREQUENTLY FOR DAMAGE BY VEHICULAR TRAFFIC, AND REPAIR IF NEEDED.INSPECT AFTER EACH STORM EVENT.REMOVE SEDIMENT (BUT NOT BY FLUSHING) WHEN IT REACHES HALF THE HEIGHT OF THE BARRIER.DEPOSIT REMOVED SEDIMENT WHERE IT WILL NOT ENTER STORM DRAINS.N/AN/A EROSION CONTROL NOTES INSTALLATION SEQUENCE PRIOR TO CLEANING AND GRADINGPRIOR TO CLEANING AND GRADINGAFTER ROUGH GRADINGAFTER ROUGH GRADINGAFTER FINISH GRADINGAFTER FINISH GRADINGAFTER EACH INLET IS PLACEDAFTER ALL AREAS DRAINING TO THESE AREASARE STABILIZEDAFTER ALL AREAS DRAINING TO THESE AREASARE STABILIZED EROSION CONTROL MEASURE SILT FENCE TEMPORARY SEEDINGINLET PROTECTION STONE ENTRANCETEMPORARY DIVERSIONSPERMANENT SEEDINGEROSION CONTROL MATTINGREMOVAL OF INLET PROTECTIONREMOVAL OF SILT FENCE X 6" LAYER OF TOPSOIL A B M 1 X : I 3 M MIX A: EMERGENT - SEE ABOVE FORSEED SPECIFICATIONS 2' FLAT BOTTOM NOT-TO-SCALE B 1 X: I X 3 A M M VEGETATED SWALE 60" MIN 11 GAUGE STEEL SUSPENSION SYSTEM INLET FILTER TYPICAL ROUND STAINLESSSTEELCLAMPINGBAND LIFT HANDLES 2-PLY REPLACEABLE SEDIMENT BAGSWITH GEOTEXTILE FILTER FABRIC Plastic washers on ties REMOVE GRATEDROP FLEXSTORM INLET FILTER ONTO LOAD BEARING LIP OF CASTING ORCONCRETE STRUCTUREREPLACE GRATE INSTALLATION:1.2.3. SILT FENCE INSTALLATION & SPECIFICATIONS NTS Curb inlet protection mat INLET FILTER RIGHT OF WAYNOT-TO-SCALE STANDARD 2" OVERFLOW AREA TYPICAL FLAT/RECTANGULAR/ROLLED CURB CURB INLET SEDIMENT CONTROL DEVICE OR CURB INLET PROTECTION DETAIL Runoff ACCEPTABLE DEVICE BY CITY OF CARMEL WITH IN PUBLIC REAR CURB GUARD FLAPWITH MAGNETIC TIE-DOWNS Inspect and repair as needed, and remove anyaccumulated sediments after every storm. Plastic washers on ties 1. Curb Inlet Protection MatsThe Mat is designed to be attached over the top of the curb inlet grate with plastic cable ties (75# strength Min.). The overalldimension of the mat shall allow for 2" beyond the water inlet perforations in the casting. The exception to this would be along thetop where the grate shall be exposed to allow overflow during heavy storm events. The composite curb inlet protection mat shall bea machine-produced mat of 100% coconut fiber matrix incorporated into a permanent three-dimensional matting. There shall be 2layers of matrix evenly distributed across the entire width of the matting. There shall be 4 layers of super heavy duty UV stabilizedpolypropylene net with 0.5"x0.5" openings and 2 layers ultra heavy duty UV stabilized dramatically corrugated(crimped)intermediate polypropylene netting with 0.5"x0.5" openings. The mat shall be stitched with UV stabilized polypropylene at 1.50"spacing. This device should be used in conjunction with other BMP's to maximize the efficiency of the erosion control plan.The mats are to be checked every two weeks and after every storm event for maintenance and/or repair and replacement. INLET FILTER TYPICAL CURB BOX GRASS YARD CASTING FILTER FABRIC #4 GAGE WIRE R-4342) CASTINGS. SILT PROTECTION FOR DITCH GRATE (NEENAH MAINTENANCEREPAIRS IMMEDIATELY.2. REMOVE SEDIMENT FROM THE POOL AREA TO ENSURE ADEQUATE RUNOFF STORAGEFOR THE NEXT RAIN.BARRELS, CONSTRUCTION MATERIAL, AND SEDIMENT AND DISPOSE OF PROPERLY, GRADE 1. INSPECT THE DROP INLET PROTECTION AFTER EACH STORM EVENT, AND MAKE NEEDED3. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ALLTHE DISTURBED AREA TO THE ELEVATION OF THE TOP OF THE INLET AND STABILIZE. 20 LINE ENTIRE WASHOUT WITHIMPERMEABLE POLY-LINER. 150 STACKED 2 HIGH SIGN TO DESIGNATE AREA ASA WASHOUT FACILITY HAY BALES EXCAVATE 1.0'INTO GROUNDNOTE: FACILITY TO BE LOCATED AWAY FROM STREAMS, PONDS, OROTHER DRAINAGE WAYS.NOTE: CONCRETE WASHOUT SHALL NOT BE REQUIRED IF CONCRETETRUCK IS EQUIPPED WITH SELF-CONTAINED CHUTE SYSTEM, SIMILAR TO SYSTEM PROVIDED BY ENVIROGUARD, OR APPROVED EQUAL. 8 NOT-TO-SCALE NOT-TO-SCALE 12.0' SEASONAL SOIL PROTECTION CHART CONCRETE WASHOUT DETAIL JAN. FEB. MAR. APR. MAY JUN. JUL. AUG. SEPT. OCT. NOV. DEC. A *///////////* *///>B > B > E *////////* > F** *//////////////* >G > 15.0' TACKIFYING HAY BALES STACKED LINE ENTIRE WASHOUT WITHIMPERMEABLE POLY-LINER. CONSTRUCTION ENTRANCE DETAIL ANCHOR PLASTIC LININGOVER TOP OF BALES WITHSTAKES AROUND ENTIRE PERIMETER Seedbed Preparation for Permanent Seeding PLUS 2 TONS STRAW MULCH/AC. OR ADD ANNUAL RYEGRASS 20lbs>/AC. PLUS 2 TONS STRAW MULCH/AC. OR ADD ANNUAL RYEGRASS 30lbs>/AC. E = ANNUAL RYEGRASS 40 lbs./AC. (1 lb./1000 sq. ft.) A = KENTUCKY BLUE GRASS 40 lbs./AC.: CREEPING RED FESCUE 40 lbs./AC.:B = KENTUCKY BLUE GRASS 60 lbs./AC.: CREEPING RED FESCUE 60 lbs./AC.:C = SPRING OATS 3 BUSHEL/ACRED = WHEAT OR RYE 2 BUSHEL/ACREF = SOD G = STRAW MULCH 2 TONS/ACRE-ANCHOR ALL MULCH BY CRIMPING OR*///* = IRRIGATION NEEDED DURING JUNE, JULY, AND/OR SEPT.** = IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD 2. If soil pH is unsuitable for the species to be seeded, apply lime according to test recommendations.phosphorous deficency.4. Till the soil to obtain a uniform seedbed, working the fertilizer and lime into the soil 2-4 in. deep with a disk or rake 1. Test soil to determine pH and nutrient levels. (Contact you county SWCD orCooperative Extension office for assistance and soils information, including available testing services.)3. Fertilize as recommended by the soil test. If testing was not done, consider applying 400-600 lbs./acre of 12-0-12analysis, or equivalent, fertilizer. Do not use phosphorous containing fertilizer (12-12-12) unless soil tests show aoperated across the slope. Rule 5 requires all disturbed areas likely to be idle for 15 day shall have surface stabilization applied. When weatherconditions prevent rapid germination of grass, then 2t/ac mulch will be used to ensure ground stabilization requirementsare met. STABILIZATIONPRACTICEPERMANENTSEEDINGDORMANTSEEDINGSEEDINGSODDINGMULCHING PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL:RAVI PATELPHONE: (317) 514-1262 Nathan LaFramboise / January 24, 2018 9:44:51 AMPlotted / By: nlaframboise / January 23, 2018 2:48:59 PMModified / By: C303 - S:\\72978\\DWG\\C300 - Storm Water Poll. & Prev. Plan.dwgFile Name: HAMILTON COUNTY, INDIANACLAY TOWNSHIP BYREVISIONSMARKDATE BAH CHECKED BY: 1/20/17 HYATT PLACE CERTIFIED: SHEET NO.72978 S & A JOB NO. BAHREVISED PER FINAL CTRWD COMMENTS11/09/17 KJJMREVISED PER CITY COMMENTS10/26/17 JSM C304 DRAWN BY: JSMREVISED PER CONTRACTOR/CLIENTS COMMENTS10/19/17 20" 2' 5'-0"5'-0" D 2'-0" 4' PER SQ. YD. 3.5 STAPLES D FLOWAND MED/HIGH CHANNEL SHORELINE C LOW FLOW 2' CHANNEL C B 1:1 C 4' 2 STAPLES 4'PER SQ. YD. 3' CB 2:1 3'-0" NOT-TO-SCALE SLOPE GRADIENT HANDLAIDRIP-RAP DETAIL B CA 6"-8" RIP-RAP 3:1 1-1/2' BB A 3' 4:1 3' OVER GEOTEXTILE FABRIC 6' STAPLE PATTERNS APPLY TO ALL NORTH AMERICANGREEN EROSION CONTROL BLANKETS. STAPLEPATTERNS WILL VARY DEPENDING UPON SLOPELENGTH, SLOPE GRADE, SOIL TYPE AND AVERAGEANNUAL RAINFALL. PER SQ. YD. FT. 1-1/2 STAPLES 275250225200175150125100755025 1-1/2' SLOPE LENGTH STAPLE PATTERN GUIDE 10'-0" 3' A EROSION CONTROL BLANKET 3' 1 STAPLE 6' PER SQ. YD. 6" MIN.6" MIN. POSTINGPOSTINGPOSTINGPOSTINGLOCATIONLOCATIONLOCATIONLOCATION SIGNSIGNSIGNSIGN ZZZZ HHHH NNNN )))) SSSS OOOO LLLL IIII KKKKAAAA LLLL TTTT NNNN WWWW TT CCCCRRRR AAAA AAAA EEEEEE EEEE UUUU TTTT WWWWAAAA LL TTTT TTTT RRRR -- EEEE SSSS LLLL EEEEEEEE TTTT IIII OO RRRRPPPP LLLL --RRRRSSSS OOOO AAAA BBBB TT CCCC MMMM NNNN NOT-TO-SCALENOT-TO-SCALE LLLL RRUUUU TTTT NNNNUUUU OOOO EEEE OOOO OOUUUU OOOODDDD CCCC UUUU PP DDDD CCCCOOOO FFFF (((( SECTION "Z"-"Z"SECTION "Z"-"Z" #53 STONE#53 STONE FUELING & VEHICLE MAINTENANCE AREAFUELING & VEHICLE MAINTENANCE AREA LINE WITH GEOTEXTILE WOVEN FABRICLINE WITH GEOTEXTILE WOVEN FABRIC ZZZZ 3:13:1 THE BLANKET STAPLES/STAKES BLANKET. BLANKET BLANKET BLANKET PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL:RAVI PATELPHONE: (317) 514-1262 Nathan LaFramboise / January 24, 2018 9:43:08 AMPlotted / By: nlaframboise / January 23, 2018 2:48:59 PMModified / By: C304 - S:\\72978\\DWG\\C300 - Storm Water Poll. & Prev. Plan.dwgFile Name: HAMILTON COUNTY, INDIANACLAY TOWNSHIP BYREVISIONSMARKDATE JSMRevised per TAC comments JSMRevised per TAC comments BAH JSMREVISED PER CLIENT COMMENTS CHECKED BY: 1/20/17 HYATT PLACE CERTIFIED: SHEET NO.72978 S & A JOB NO. BAHREVISED PER FINAL CTRWD COMMENTS11/09/17 UTILITY PLAN KJJMREVISED PER CITY COMMENTS10/26/17 JSM C400 DRAWN BY: JSMREVISED PER CONTRACTOR/CLIENTS COMMENTS10/19/17 20 10 0 20 EXISTING SANITARY SEWEREXISTING STORM SEWERPROPOSED SANITARY SEWERPROPOSED STORM SEWERPROPOSED WATER LINEPROPOSED FORCE MAIN CONSTRUCTION LIMITS W FM S LEGEND NOTE: ALL PROPOSED HYDRANTS PAINTED RED NOTE: CONTRACTOR TO VERIFY DEPTHS OF ALLEXISTING UTILITIES TO AVOID CONFLICT. Nathan LaFramboise / January 24, 2018 8:51:46 AMPlotted / By: nlaframboise / January 24, 2018 8:44:08 AMModified / By: C400 - Utility Plan - S:\\72978\\DWG\\C400 - Utility Plan.dwgFile Name: HAMILTON COUNTY, INDIANACLAY TOWNSHIP BYREVISIONSMARKDATE BAH CHECKED BY: 1/20/17 HYATT PLACE CERTIFIED: SHEET NO.72978 S & A JOB NO. SIGNAGE PLAN JSM C401 DRAWN BY: STOP STOP BAR HANDICAP SIGN HANDICAP SIGN THERMOPLASTIC PAVEMENT MARKINGS ARE REQUIRED ON ASPHALT PAVEMENT WITHINRIGHT-OF-WAY. EPOXY PAVEMENT MARKINGS ARE REQUIRED ON CONCRETE WITHIN RIGHT-OF-WAY.UTILITY CONFLICTS (INCLUDING UTILITY POLES) MUST BE COMPLETELY RESOLVED PRIOR TOCONSTRUCTION OF ACCELERATION/DECELERATION, PASSING BLISTER LANES AND/OR LEFT TURNLANES. CONSTRUCTION OF THESE LANES INCLUDES BUT IS NOT LIMITED TO EXCAVATION,EMBANKMENT, PAVING, AND SUBGRADE PREPARATION, ETC.ALL ROADS MUST BE BROUGHT BACK TO ORIGINAL OR BETTER CONDITION, INCLUDING BUT NOTLIMITED TO STRIPING, STONE SHOULDERS AND SIGNAGE. REPAIRS (i.e., STRIPING)SHALL COINCIDE WITHTHE ADJOINING ROAD AT BOTH ENDS.ALL TRAFFIC CONTROL SIGNS SHALL MEET CHAPTER 2D: GUIDE SIGNS-CONVENTIONAL ROADS OF THEMUTCD MANUAL 2009 EDITION.ALL PAVEMENT MARKINGS SHALL CONFIRM TO THE APPLICABLE MUTCD STANDARDS.GRINDING METHODS SHALL BE UTILIZED FOR ALL PAVEMENT MARKING REMOVALS NOTES:2.3.4. 5.6. 1. LEGEND STOP SIGN - 2 (R1-1)STREET LIGHT (LIGHTS TO MATCHEXISTING LIGHTS SPECS AND TYPE)STOP BARHANDICAP SIGN STOP STOP BAR ENTRY SIGN NO LEFT TURNADDED BELOW STOP SIGN STOP Nathan LaFramboise / January 24, 2018 8:54:03 AMPlotted / By: nlaframboise / January 24, 2018 8:44:23 AMModified / By: C401 - Signage Plan - S:\\72978\\DWG\\C401 - Signage and MOT Plan.dwgFile Name: HAMILTON COUNTY, INDIANACLAY TOWNSHIP BYREVISIONSMARKDATE BAH CHECKED BY: 1/20/17 HYATT PLACE CERTIFIED: 72978 SHEET NO. S & A JOB NO. PAVING POLICY JSM C402 DRAWN BY: Under no circumstances shall HMA mixtures be placed between DecemberIf a foundation that is to receive one or more courses of base, intermediate,The Engineer reserves the right to suspend all paving operations if, in theAll areas showing an excess or deficiency of binder shall be removed andAll HMA mixtures that become loose and broken, mixed with dirt, or is in No mixture shall be placed on a frozen subgrade.by the City prior to November 30, placement of HMA courses will be allowed upplacement, spreading and finishing.by means of laydown equipment in accordance with Section 409.03(c) of the HMA courses shall be placed when the ambient temperature and the temperatureshall determine the ambient temperature. There shall be no provision for lowtemperature compaction allowed by Section 402.16 of the Standard Specifications.or surface HMA mixtures is placed and determined to be an approved foundationto December 15, provided that the ambient and foundation surface temperaturecomplies with the requirements of Section 4C(i) of this policy and the pavingcontractor pay for the services of a full time construction inspector and who shallact as an authorized agent of the Engineer. The Engineer shall select theconstruction inspector.If the ambient and foundation surface temperature complies with the requirementsof Section 4C(i) of this policy between April 1 and April 15, HMA course shall beallowed to be placed on an approved foundation provided that the pavingcontractor pay for the services of a full time construction inspector and who shallact as an authorized agent of the Engineer. The Engineer shall select theconstruction inspector.opinion of the Engineer, that prevailing weather conditions and/or the condition ofthe Subgrade and/or the Aggregate Base may result in substandard HMAHMA courses shall be placed upon an approved foundation or other HMA courseCorrective action shall be taken to prevent continuation of these conditions.replaced.any way defective shall be removed and replaced.Joints shall conform to the requirements of Section 401.15 of the StandardThe HMA mixture shall be compacted with equipment in accordance with Section409.03(d) of the Standard Specifications immediately after the mixture has beenspread and finished.Rollers shall not cause undue displacement, cracking, or shoving.(1) Standard Specifications.Segregation or flushing or bleeding of HMA mixtures will not be permitted.Segregated or flushed or bleeding HMA mixtures shall be removed if directed.Specifications. 15 and March 30. JointsAll materials furnished and each part or detail of the work will be subject toWork identified to not meet the requirements of this policy or the approvedIf the Contractor fails to comply forthwith with any order made under theBefore acceptance of any phase of construction, the Engineer shall determine if the Sampling and testing of materials, equipment or construction work may be required v)vi)requirements of the sections of the Standard Specifications applicable to the portionminimum prescribed by the approved construction documents, and no single coreuse of defective materials, damage through carelessness, or any other cause found toreplaced in an acceptable manner at the Contractor's expense.provisions of this subsection, the Engineer will have authority to cause unacceptablework to be remedied or removed and replaced; to cause unauthorized work to beremoved; and to deduct the costs from any monies due or to become due.unacceptable and subject to immediate removal and replacement in accordance with B) Weather and Seasonal Limitationsi)ii)iii)iv)Spreading and Finishingi)ii)iii)iv)i)Compactioni)ii)inspection per Section 105.10 of the Standard Specifications for the purpose ofascertaining that the work is in substantial conformance with this policy and theapproved construction documents.The Contractor shall notify the Engineer a minimum of 48-hours in advance ofcommencing any work subject to the standards established by this policy.The Contractor shall schedule proofrolls with the Engineer a minimum of 48-hours inadvance of such proofrolls.at the expense of the Contractor at the discretion of the Engineer for the purpose ofascertaining that the work is in substantial conformance with this policy and theapproved construction documents. Sampling and testing shall conform to theof the work suspected to be non-compliant or as directed by the Engineer.Where the Engineer determines that is necessary to confirm compliance withstandards of quality or thickness, pavements shall be cored and tested at the expenseof the Contractor. The average thicknesses of all courses must equal or exceed theshall show a deficiency greater than one half inch (1/2") in any course or totalthickness from the pavement section indicated on the approved constructiondocuments.Such inspections shall not be construed to relieve the developers' engineers orcontractors in any way from their obligations and responsibilities under theircontracts. Specifically, inspection by the Engineer, or by retained engineers ortesting agencies, shall not require them to assume responsibilities for the approvedconstruction documents, for any misinterpretation of the approved constructiondocuments by the contractors during construction, or for the means and methods ofconstruction, nor for safety on the job site.construction documents, unacceptable work, whether the result of poor workmanship,exist prior to the final acceptance of the work, shall be removed immediately andWork done contrary to instructions provided by the Engineer shall be consideredthe instructions provided by the Engineer.improvements are in substantial compliance with this policy (except for any variancesgranted) and the approved construction documentsThe Engineer may, at his sole discretion, accept work that is not in conformance withthis policy provided that the work is bonded for a period greater than three years. TheEngineer shall establish the extended bonding requirement. D)A)B)D)F)H)AcceptanceA)B) C)E)InspectionsC)E)G)I) 2) 3) Prior to opening milled areas to traffic, the milled areas shall be cleaned ofMilled areas that remain open to traffic longer than those times stipulated inThe material shall be obtained from a Certified Aggregate Producer inThe Aggregate Base material shall be handled and transported to, and on, theAggregate Bases must be placed and pass proof roll prior to November 30 inMaterials used in the production of the HMA mixtures shall be in accordanceEquipment for HMA operations, including but not limited to production,Widening operations shall comply with the following:The outside face of the excavated area shall be left as nearly vertical as theThe existing pavement adjacent to the widening area shall be sawcut to aThe subgrade in the widened area shall be compacted in accordance with thisWidening mixtures shall comply with the pavement section indicated on theMilled asphalt surfaces shall be tacked in accordance with Section 406 of theAsphalt surfaces between courses shall be tacked in accordance with SectionTack Coat material shall be distributed with equipment meeting the Subsequent paving courses shall be placed over the Aggregate Base withinCompaction of the widening shall be in accordance with Section 304.05 ofSurfaces on which a mixture is placed shall be free from objectionable or nature of the material will permit and not wider than the outside limits of thewidening section.clean edge.policy.approved construction documents.the Standard Specifications. placed.be corrected to the satisfaction of the Engineer before any paving operations Milling of existing pavement surfaces shall be in accordance with Section 306.02,306.03, 306.05, 306.07 and 306.08 of the Standard Specifications.Localized weak areas of the existing pavement section uncovered during themilling process shall be repaired in accordance with Section 304.02, 304.03,304.05 or 305 of the Standard Specifications.all material, debris and dust resulting from the operation.damages outlined in Section 306.05 of the Standard Specifications. The Contractorshall be responsible for payment of these liquidated damages.This work shall consist of placing a compacted aggregate on a prepared soilsubgrade in accordance with Section 105.03 of the Standard Specifications.Aggregate Base materials shall be in accordance with Section 301.02 of theaccordance with Section 917 of the Standard Specifications.work site in a manner that minimizes segregation and moisture loss.Aggregate Bases shall be constructed on prepared foundations and to thicknessesequal or greater than those indicated on the approved construction documents.The Aggregate Base shall be placed in accordance with the temperature limitationsof Section 301.04 of the Standard Specifications.Frozen material shall not be placed.order to allow paving in accordance with Section 4C(iv) of this policy.The prepared foundation shall be free from objectionable or foreign materials atthe time of placement.The subgrade shall be subject to additional proof rolls in accordance with Section203.26 of the Standard Specifications just prior to placing the Aggregate Base onthe subgrade in accordance with Section 2C(v) of this policy. Unacceptable areasshall be corrected to the satisfaction of the Engineer before any Aggregate Base isThe Aggregate Base shall be spread in accordance with Section 301.05 of theThe Aggregate Base shall be compacted in accordance with Section 301.06 of thethan 14 calendar days or experience a measurable rain event prior to the placementof subsequent paving courses shall be subject to inspection and acceptance by theEngineer. At the discretion of the Engineer, additional proof rolls may be required.This work shall consist of placing one or more courses of base, intermediate, orsurface hot mix asphalt (HMA) mixtures on a prepared foundation in accordancewith Section 105.03 of the Standard Specifications.HMA base, intermediate, or surface mixtures shall be constructed on preparedfoundations and to thicknesses equal or greater than those indicated on theapproved construction documents.with Section 401.03 of the Standard Specifications.hauling/transportation, laydown, compaction and miscellaneous/ancillary activityshall be in accordance with Section 409 of the Standard Specifications.Installation of the full pavement section indicated on the approved constructiondocuments for the entire area to be paved must be completed in the same pavingseason.(1)(2)(3)(4)(5)The Aggregate Base shall be subject to additional proof rolls in accordance withcourses in accordance with Section 3D(iii) of this policy. Unacceptable areas shallcommence.All displacement or rutting of the Aggregate Base shall be repaired prior to placingHMA mixtures.406 of the Standard Specifications.Contact surfaces of curbing, gutters, manholes, and other structures shall be tackedin accordance with Section 406 of the Standard Specifications.foreign materials at the time of placement.requirements of Section 409.03(a) of the Standard Specifications. Section 306.05 of the Standard Specifications shall be subject to liquidatedStandard Specifications.Standard Specifications.Standard Specifications.Section 203.26 of the Standard Specifications just prior to placing the HMAStandard Specifications. 14 calendar days. Aggregate Bases that lay exposed for a period of time greater Existing PavementGeneralGeneralPreparation Spreading and Finishing v)v)vi)v)vi)vii) i)ii)iii)iv)i)ii)iii)iv)Temperature and Seasonal Limitationsi)ii)iii)Preparationi)ii)i)ii)iii)i)ii)iii)iv)i)ii)iii)iv) A)Aggregate BasesA)Asphalt PavementA)A) B)C)D) 2)3) After excavation operations, all spongy and yielding material that does notAny pronounced depressions within the slope stake limits resulting afterEmbankmentsEmbankments shall be constructed in accordance with Section 203 of theAll spongy and yielding material that does not readily compact shall beAny pronounced depressions within the slope stake limits resulting afterPrior to the construction of any embankment, the original ground surfaceEmbankments shall be shaped to be well drained and shall be protected to Loose depth of each embankment lift, final compacted depth, compactionThe subgrade shall be uniformly prepared, compacted and approved in Subgrades shall be inspected and approved by the Engineer before any readily compact shall be removed from within the slope stake limits and theresulting void shall be refilled with suitable material and compacted inaccordance with Section 203 of the Standard Specifications.excavation operations shall be refilled with suitable material and compacted inaccordance with Section 203 of the Standard Specifications.removed from within the slope stake limits prior to embankment operations.clearing, grubbing, scalping and topsoil removal shall be refilled with suitablematerial and compacted in accordance with Section 203 of the Standardwithin the limits of the slope stakes shall be leveled and the upper 6-inches shallbe compacted in accordance with Section 203 of the Standard Specifications.prevent erosion.method and compaction requirements shall be in accordance with Section 203of the Standard Specifications.At the discretion of the Engineer, Subgrade that has satisfactorily passed aproofroll, but remains uncovered for a period of 14 calendar days prior toplacing stone or is subject to a measurable rain event prior to placing stone, shallbe subject to additional proof rolls prior to placement of the Aggregate Base. Standard Specifications.Specifications prior to embankment operations. The Carmel City Engineer, staff of the Department of Engineering, other personnelemployed by the City of Carmel, or authorized agent(s) that may be retained torepresent the City of Carmel.The Hamilton County Highway Engineer, staff of the Hamilton County HighwayDepartment, other personnel employed by Hamilton County, or authorized agent(s)that may be retained to represent Hamilton County Highway, depending on thelocation of the work.This work shall consist of the construction/preparation of the foundation inaccordance with Section 105.03 of the Standard Specifications.Prior to beginning excavation and embankment operations, all necessary clearing,grubbing, scalping and topsoil stripping and subsequent backfilling for removeditems within the slope stake limits shall be performed in accordance with Section201.03 and 201.04 of the Standard Specifications. All topsoil, vegetation, roots,stumps, friable and deleterious material shall be completely removed within thelimits of the slope stakes.Excavations(1)(2)(1)(2)(3)(4)(5)(6)drains indicated on the approved construction documents to be located under thepavement are completed. Trench backfilling work of these installations shall be inaccordance with the City of Carmel Trench Backfilling specifications.The subgrade shall be shaped to the required grade and sections, free from all ruts,corrugations, or other irregularities.accordance with Sections 207.02, 207.03 and 207.04 of the Standardaggregate base or hot mix asphalt pavements are constructed. A proofroll shall beconducted in accordance with Section 203.26 of the Standard Specifications.Unacceptable areas shall be corrected to the satisfaction of the Engineer before anyaggregate base or hot mix asphalt paving operations commence.v) Subgrades shall be prepared only after the installation of all utilities and subsurfaceSpecifications. The work subject to the requirements of this policy shall include the production,Where the minimum standards of any other governmental agency having concurrentAll work shall comply with the requirements of Section 105.03 of the StandardFor the purposes of this policy, where the term Engineer is used in this policy andUnder no circumstances shall work subject to the standards established by thisGeneral Soil Subgrades hauling/delivery, spreading, finishing, compaction and other work necessary toprepare foundations, install aggregate bases and install one or more courses of base,intermediate, or surface hot mix asphalt mixtures within existing or proposedright-of-way for roadways, auxiliary lanes and asphalt multi-use paths.This policy shall be the basis for acceptance of the work by the City. Failure toadhere to the requirements of this policy may result in non-acceptance of the work orother remedies outlined in this policy.Workmanship, materials and quality of the work completed shall conform to the 2006referred to as Standard Specifications), except where deviations are allowed herein,or variances are granted.jurisdiction exceed these standards, the higher standards shall apply.If any plan or other note or specification on the approved construction documentsexceeds the minimum standards of this policy, the higher standards shall apply.Nothing contained herein shall be construed as prohibiting the design andconstruction of improvements meeting higher standards, nor as discouraging petitionsto appropriate governing bodies for variances for alternatives which can be supportedby advances in technology and are approved by other agencies with concurrentjurisdiction.the Standard Specifications, it shall mean:a)ii)Authority of the Engineer over the work shall be per Section 105.01 of the StandardPrior to commencing the work, the Contractor performing the work shall contact theEngineer to schedule a pre-construction meeting to review the Engineer'sconstruction requirements, staff notification requirements, required inspections forcertain stages of the work and to review the authority of the Engineer as it relates tothe work.policy commence without obtaining approved construction drawings by the City ofCarmel Department of Engineering.i)Excavation and Embankmenti)ii)iii)i)ii)iii)iv) Standard Specifications of the Indiana Department of Transportation (hereinafterSpecifications.Specifications. GeneralA)B)C)D)E)F)G)H)I)J)K)FoundationA)B)A) 2) 1) Nathan LaFramboise / January 24, 2018 8:48:53 AMPlotted / By: nlaframboise / January 24, 2018 8:44:47 AMModified / By: C402 - S:\\72978\\DWG\\C402 Paving & Curb Policy.dwgFile Name: HAMILTON COUNTY, INDIANACLAY TOWNSHIP BYREVISIONSMARKDATE BAH CHECKED BY: 1/20/17 HYATT PLACE CERTIFIED: 72978 SHEET NO. S & A JOB NO. CURB POLICY JSM C403 DRAWN BY: sidewalks shall be joints in integral curb and inspected and accepted by the Engineer in accordance with Section 605.04(g) of the Standard Specifications onlyt he concrete radii. Joints in integral curb and sidewalks shall be located at the samelocation as the joints in the adjoining sidewalk. Joints may be sawed orat all castings, the beginning and end of all curb returns, the end of eachdays work and where abutting existing construction. In addition to theserequirements, expansion located at the same location as the expansion joints in the adjoiningsidewalk.502.14, 502.15, 504 and 605.04(f) of the Standard Specifications.concrete curb. For formed concrete curb, curing compound shall beapplied to all exposed surfaces including sides after any forms are removed.to commencing backfilling operations adjacent to the concrete curbing.i) The spaces adjacent to the concrete curb shall be backfilled in accordancewithcurbing is Section 5 of this policy. ii) Joints shall be installed at intervals of 10-feet or less; 5-foot or less alongiii) Preformed expansion joints shall be placed at intervals of 50-feet or less,i) The concrete curb shall be finished and cured in accordance with Sectionii) Curing compound shall be applied to all exposed surfaces on slip-formediii) The concrete curb shall be allowed to cure for a minimum of 5-days prior ii) Backfilling operations shall be completed prior to opening the area toregular construction traffic.5) Inspections Finishing and CuringBackfillingAll materials furnished and each part or detail of the work will be subject toinspection per Section 105.10 of the Standard Specifications for the purpose ofascertaining that the work is in substantial conformance with this policy and theapproved construction documents.The Contractor shall notify the Engineer a minimum of 48-hours in advance ofcommencing any work subject to the standards established by this policy.The Contractor shall schedule proof rolls with the Engineer a minimum of48-hours in advance of such proof rolls.The Contractor and Engineer will conduct an inspection of the new concretecurbing for any damage, including freezing or random cracks. The inspectionand all necessary repairs shall be completed prior to backfilling operations.required at the expense of the Contractor at the discretion of the Engineer for thepurpose of ascertaining that the work is in substantial conformance with thispolicy and the approved construction documents. Sampling and testing shallconform to the requirements of the sections of the Standard Specificationsapplicable to the portion of the work suspected to be non-compliant or asdirected by the Engineer.Where the Engineer determines that is necessary to confirm compliance withexpense of the Contractor. The average thicknesses of the curb must equal orexceed the minimum prescribed by the approved construction documents.or contractors in any way from their obligations and responsibilities under theircontracts. Specifically, inspection by the Engineer, or by retained engineers ortesting agencies, shall not require them to assume responsibilities for theapproved construction documents, for any misinterpretation of the approvedconstruction documents by the contractors during construction, or for the meansand methods of construction, nor for safety on the job site.Work identified to not meet the requirements of this policy or the approvedconstruction documents, unacceptable work, whether the result of poorworkmanship, use of defective materials, damage through carelessness, or anyother cause found to exist prior to the final acceptance of the work, shall beremoved immediately and replaced in an acceptable manner at the Contractor'sexpense.If the Contractor fails to comply forthwith with any order made under theprovisions of this subsection, the Engineer will have authority to causeunacceptable work to be remedied or removed and replaced; to causeunauthorized work to be removed; and to deduct the costs from any monies dueor to become due.Work done contrary to instructions provided by the Engineer shall be consideredunacceptable and subject to immediate removal and replacement in accordancewith the instructions provided by the Engineer.Before acceptance of the concrete curb, the Engineer shall determine if theimprovements are in substantial compliance with this policy (except for anyvariances granted) and the approved construction documents.The Engineer may, at his sole discretion, accept work that is not in conformancewith this policy provided that the work is bonded for a period greater than threeyears. The Engineer shall establish the extended bonding requirement. Sampling and testing of materials, equipment or construction work may bestandards of quality or thickness, concrete curb shall be cored and tested at theSuch inspections shall not be construed to relieve the developers' engineers A)B)A)B)C)D)E)F)G)H)I)J)A)B) Acceptance 6) that the paving Engineer. The Engineer shall select Section 4C(i) of this policy and the paving Details or in accordance with the curbing details of the Bases to the dimensional standards of the applicable City ofand/or the condition of the Subgrade and/or the Aggregate Base limited to production, hauling/delivery, placing, installation, jointing,Section 502.10 of the Standard Specifications.605.04(c) and 605.04(d) of the Standard Specifications. days. Aggregate Bases that lay exposed for a period of time greater than 14calendar days or experience a measurable rain event prior to the placementof concrete curb shall be subject to inspection and acceptance by theEngineer. At the discretion of the Engineer, additional proof rolls may berequired.ii) Concrete curb shall be constructed on prepared soil subgrades ofAggregatenotcuring, finishing and miscellaneous/ancillary activity shall be in accordancewith Section 508 of the Standard Specifications.withdocuments shall be completed in the same paving season.i) The soil subgrade or Aggregate Base shall be subject to additional proofrolls in accordance with Section 203.26 of the Standard Specifications justprior to placing the HMA courses in accordance with Section 2C(v) andrepaired prior to placing concrete curbing.i) Concrete curbing shall only be placed in accordance with Section 502.11of the Standard Specifications. There shall be no provision for installationbelow the temperatures specified.is placed and approved by the City prior to November 30, placement of theconcrete curb will be allowed up to December 15, provided that thewith the requirements of contractor pay for the services of a full time construction inspector and whothe construction inspector.complies with the requirements of Section 4C(i) of this policy betweenApril 1 and April 15, concrete curb shall be allowed to be placed on ancontractor pay for the services of a full time construction inspector and whothe construction inspector.operations if, in the opinion of the Engineer, that prevailing weatherconditionsmay result in substandard concrete curb placement, curing and finishing.i) Concrete curb shall be placed in accordance with Section 502.09, 502.12requirements of Section 508 of the Standard Specifications.iv) Forms shall be removed in accordance with Section 502.16 andi) Joints shall conform to the requirements of Section 503 and 605.04(e) ofthe Standard Specifications. 301.06 of the Standard Specifications.subgrades or Aggregate Bases in accordance with Section 105.03 of theStandard Specifications.Carmel Standard approved construction documents.accordance with Section 605.02 of the Standard Specifications. High earlystrength admixtures may be utilized but shall not be considered in waivingany requirements of this policy.3D(iii) of this policy. Unacceptable areas shall be corrected to thesatisfaction of the Engineer before placement of any concrete curbing.ambient and soil subgrade or Aggregate Base surface temperature compliesshall act as an authorized agent of the Engineer. The Engineer shall selectapproved soil subgrade or Aggregate Base provided shall act as an authorized agent of the andStandard Specifications provided that the equipment conforms to theStandard Specifications.605.04(b) of the Standard Specifications. 15 and March 30. ii) The Aggregate Base shall be compacted in accordance with Sectioniii) Concrete curb shall be placed over the Aggregate Base within 14 calendar4) Concrete Curbi) This work shall consist of placing concrete curbing on prepared soiliii) Materials used in the production of the concrete for the curbing shall be iniv) Equipment utilized for concrete curbing installation work, including butv) Concrete production, mixing and hauling/delivery shall be in accordancevi) Installation of the concrete curbing indicated on the approved constructionii) All displacement or rutting of the soil subgrade or Aggregate Base shall beii) No mixture shall be placed on a frozen subgrade or Aggregate Base.iii) Under no circumstances shall concrete curb be placed between Decemberiv) If a soil subgrade or Aggregate Base over which concrete curb is to place,v) If the ambient and soil subgrade or Aggregate Base surface temperaturevi) The Engineer reserves the right to suspend all concrete curb placementii) Curb machines may be utilized in accordance with Section 605.04(h) of theiii) Formwork shall comply with the requirements of Section 605.04(b) of the PreparationWeather and Seasonal LimitationsPlacementJoints General A)B)C)D)E) placement of any Aggregate Base or concrete from within the slope stake limits prior to embankment removedoperations.clearing, grubbing, scalping and topsoil removal shall be refilled withwithin the limits of the slope stakes shall be leveled and the upper 6-inchesprevent erosion.method and compaction requirements shall be in accordance with Section203 of the Standard Specifications.of all utilities and subsurface drains indicated on the approved constructiondocuments to be located under the pavement are completed. Trenchbackfilling work of these installations shall be in accordance with the Cityof Carmel Trench Backfilling specifications.conducted in accordance with Section 203.26 of the Standardthe Engineer before the curbing.v) At the discretion of the Engineer, Subgrade that has satisfactorily passeda proof roll, but remains uncovered for a period of 14 calendar days prior toplacing Aggregate Base or concrete curbing or is subject to a measurablerain event prior to placing Aggregate Base or concrete curbing, shall beor concrete curbing.A) Generalprepared soil subgrade in accordance with Section 105.03 of the StandardProducer in accordance with Section 917 of the Standard Specifications.thicknesses equal or greater than those indicated on the approvedconstruction documents.limitations of Section 301.04 of the Standard Specifications.in order to allow paving in accordance with Section 4C(iv) of this policy.i) The prepared soil subgrade shall be free from objectionable or foreignmaterials at the time of placement.Aggregate Base on the subgrade in accordance with Section 2C(v) of thispolicy. Unacceptable areas shall be corrected to the satisfaction of theEngineer before any Aggregate Base is placed.the Standard Specifications. Standard Specifications.suitable material and compacted in accordance with Section 203 of theStandard Specifications prior to embankment operations.shall be compacted in accordance with Section 203 of the StandardSpecifications.Section 2(A) and Section 2(B) of this policy and only after the installationspecifications.Specifications. Unacceptable areas shall be corrected to the satisfaction ofsubject to additional proof rolls prior to placement of the Aggregate BaseSpecifications.Standards Specifications.Section 203.26 of the Standard Specifications just prior to placing the iv) The Aggregate Base material shall be handled and transported to, and on, the work site in a manner that minimizes segregation and moisture loss. iii) Embankments(1)Embankments shall be constructed in accordance with Section 203 of the(2) All spongy and yielding material that does not readily compact shall be (3) Any pronounced depressions within the slope Stake limits resulting after(4) Prior to the construction of any embankment, the original ground surface(5) Embankments shall be shaped to be well drained and shall be protected to(6) Loose depth of each embankment lift, final compacted depth, compactioni) Subgrades shall be installed on foundations constructed in accordance withii) The subgrade shall be shaped to the required grade and sections, free from all ruts, corrugations, or other irregularities.iii) The subgrade shall be uniformly prepared, compacted and approved inaccordance with Sections 207.02, 207.03 and 207.04 of the Standardiv) Subgrades shall be inspected and approved by the Engineer before any aggregate base or concrete curbs are constructed. A proof roll shall bei) This work shall consist of placing a compacted Aggregate Base on aii) Aggregate Base materials shall be in accordance with Section 301.02 of theiii) The Aggregate Base material shall be obtained from a Certified Aggregatev) Aggregate Bases shall be constructed on approved soil subgrades and toB) Temperature and Seasonal Limitationsi) The Aggregate Base shall be placed in accordance with the temperatureii) Frozen material shall not be placed.iii) Aggregate Bases must be placed and pass proof roll prior to November 30ii) The subgrade shall be subject to additional proof rolls in accordance withD) Spreading and Finishingi) The Aggregate Base shall be spread in accordance with Section 301.05 of Preparation Soil Subgrades C)C) Aggregate Bases 3) the personnel employed by the City of Carmel, or authorized agent(s) that maybe retained to represent the City of Carmel.Highway Department, other personnel employed by Hamilton County, or Highway, depending on the location of the work.Dimensional and other standards for concrete curb shall be in accordanceUnder no circumstances shall material other than Portland Cement meeting and deleterious material shall be completely removed within the limits of the slope stakes. authorized agent(s) that may be retained to represent Hamilton County production, hauling/delivery, excavation for, placing, installation, jointing,within the corporate limits of the City of Carmel and existing or proposedright-of-way.work or other remedies outlined in this policy.Workmanship, materials and quality of the work completed shall conform to the2006 Standard Specifications of the Indiana Department of TransportationWhere the minimum standards of any other governmental agency havingNothing contained herein shall be construed as prohibiting the design andpetitions to appropriate governing bodies for variances for alternatives whichwith concurrent jurisdiction.All work shall comply with the requirements of Section 105.03 of theFor the proposes of this policy, where the term Engineer is used in thispolicy and the Standard Specifications, it shall mean:Authority of the Engineer over the work shall be per Section 105.01 of thePrior to commencing the work, the Contractor performing the work shall contactthe Engineer to schedule a pre-construction meeting to review the Engineer'srelates to the work.Under no circumstances shall work subject to the standards established bythis policy commence without obtaining approved construction drawings by theAt the sole discretion of the Engineer, the portions of this policy related towith the City of Carmel Standard Details.the standards established by this policy be utilized to construct concrete curbswithin the corporate limits of the City of Carmel.Under no circumstances shall extrude type curb be installed with theExcavation and Embankment The work subject to the requirements of this policy shall include thecuring, finishing, and other work necessary to prepare foundations and soilsubgrades, install aggregate bases and install concrete curbing within propertyThis policy shall be the basis for acceptance of the work by the City. Failure toadhere to the requirements of this policy may result in non-acceptance of the(hereinafter referred to as Standard Specifications), except where deviations areallowed or specified herein, or variances are granted.concurrent jurisdiction exceed these standards, the higher standards shall apply.If any plan or other note or specification on the approved constructiondocuments exceeds the minimum standards of this policy, the higher standardsshall apply.construction of improvements meeting higher standards, nor as discouragingcan be supported by advances in technology and are approved by other agenciesStandard Specifications.Standard Specifications.construction requirements, staff notification requirements, required inspectionsfor certain stages of the work and to review the authority of the Engineer as itCity of Carmel Department of Engineering.inspections and testing of work subject to the requirements of this policy outsideof the right-of-way shall be determined at the pre-construction meeting.corporate limits of the City of Carmel.General A)B)C)D)E)F)G)H)I)J)K)L)M)N)O)A)B) ii) The Hamilton County Highway Engineer, staff of the Hamilton County i) This work shall consist of the construction/preparation of the the Standard Specifications and the requirements of this policy.i) Prior to beginning excavation and embankment operations, all Standard Specifications. All topsoil, vegetation, roots, stumps, friable(1) After excavation operations, all spongy and yielding material that does not readily compact shall be removed from within the slope stake limits andthe resulting void shall be refilled with suitable material and compacted in (2) Any pronounced depressions within the slope stake limits resulting after GeneralFoundation 2) 1) i) The Carmel City Engineer, staff of the Department of Engineering, other foundation in accordance with Section 105.03 of the Standard Specificaitons. ii) The foundation shall be prepared in accordance with Section 605.03(a) of necessary clearing, grubbing, scalping and topsoil stripping and subsequent backfilling for removed items within the slope stake limits shall be performed in accordance with Section 201.03 and 201.04 of ii) Excavations accordance with Section 203 of the Standard Specifications.excavation operations shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications. Nathan LaFramboise / January 24, 2018 8:48:57 AMPlotted / By: nlaframboise / January 24, 2018 8:44:47 AMModified / By: C403 - S:\\72978\\DWG\\C402 Paving & Curb Policy.dwgFile Name: HAMILTON COUNTY, INDIANACLAY TOWNSHIP BYREVISIONSMARKDATE JSMRevised per TAC comments JSMREVISED PER CLIENT COMMENTS BAH CHECKED BY: 1/20/17 HYATT PLACE CERTIFIED: SHEET NO.72978 S & A JOB NO. SANITARY SEWER PLAN & PROFILE JSM C500 DRAWN BY: FULL DEPTHGRANULAR BACKFILL(SEE THIS SHEET FORWATER & SANITARY SEWER TRENCH DETAIL) R NO EARTH DISTURBING ACTIVITIES MAY TAKEPLACE WITHOUT AN APPROVED STORM WATERMANAGEMENT PERMIT.MIN. SLOPES PER THE TEN STATE STANDARDSTHE EXTERIORS OF ALL MANHOLES NEED TOBE COATED PER CLAY TOWNSHIP REGIONALWASTE STANDARDS.THERE ARE TO BE NO WATER VALVES ORMANHOLES WITHIN THE PAVEMENT, CURB, ORINLETS.INSTALL A TRACER WIRE WITH ALL MAINS ANDTHE MINIMUM COVER FROM THE TOP OF THEINSTALLED PAVEMENT TO THE TOP OF THEINSTALLED PIPE SHALL BE THE PAVEMENTAGGREGATE MATERIAL ABOVE THECIRCUMSTANCES SHALL THE COVER ALONGANY PART OF THE PIPE FROM THE FINALPAVEMENT ELEVATION TO THE TOP OF THEPIPE BE LESS THAN 2.5 FEET. SHALL PREVAIL IN ALL CASES.SIDEWALK WITH THE EXCEPTION OF CURBSERVICE CONNECTIONS.SECTION THICKNESS (ALL BITUMINOUS ANDSUBGRADE) PLUS 1-0", BUT UNDER NO NOTE:ALL FINAL STRUCTURE GRADES ARE TO BE WITHIN PLUS ORMINUS ONE TENTH (O.1') OF A FOOT OF DESIGN GRADE, ANDARE TO BE ESTABLISHED UTILIZING 1-4" RISER RING, NOMORE NO LESS, ON EACH STRUCTURE. Know what's 1" = 30 FT Nathan LaFramboise / January 24, 2018 9:43:15 AMPlotted / By: nlaframboise / January 24, 2018 9:38:39 AMModified / By: C500 - Sanitary Plan Profile - S:\\72978\\DWG\\C500 - Sanitary Plan and Profile.dwgFile Name: HAMILTON COUNTY, INDIANACLAY TOWNSHIP BYREVISIONSMARKDATE JSMSHEET CREATED BAH CHECKED BY: 1/20/17 HYATT PLACE CERTIFIED: SHEET NO.72978 S & A JOB NO. SANITARY SEWER PLAN & PROFILE JSM C501 DRAWN BY: FULL DEPTHGRANULAR BACKFILL(SEE SHEET C800 FORWATER & SANITARY SEWER TRENCH DETAIL) R NO EARTH DISTURBING ACTIVITIES MAY TAKEPLACE WITHOUT AN APPROVED STORM WATERMANAGEMENT PERMIT.MIN. SLOPES PER THE TEN STATE STANDARDSTHE EXTERIORS OF ALL MANHOLES NEED TOBE COATED PER CLAY TOWNSHIP REGIONALWASTE STANDARDS.THERE ARE TO BE NO WATER VALVES ORMANHOLES WITHIN THE PAVEMENT, CURB, ORINLETS.INSTALL A TRACER WIRE WITH ALL MAINS ANDTHE MINIMUM COVER FROM THE TOP OF THEINSTALLED PAVEMENT TO THE TOP OF THEINSTALLED PIPE SHALL BE THE PAVEMENTAGGREGATE MATERIAL ABOVE THECIRCUMSTANCES SHALL THE COVER ALONGANY PART OF THE PIPE FROM THE FINALPAVEMENT ELEVATION TO THE TOP OF THEPIPE BE LESS THAN 2.5 FEET. SHALL PREVAIL IN ALL CASES.SIDEWALK WITH THE EXCEPTION OF CURBSERVICE CONNECTIONS.SECTION THICKNESS (ALL BITUMINOUS ANDSUBGRADE) PLUS 1-0", BUT UNDER NO NOTE:ALL FINAL STRUCTURE GRADES ARE TO BE WITHIN PLUS ORMINUS ONE TENTH (O.1') OF A FOOT OF DESIGN GRADE, ANDARE TO BE ESTABLISHED UTILIZING 1-4" RISER RING, NOMORE NO LESS, ON EACH STRUCTURE. Know what's 1" = 30 FT Nathan LaFramboise / January 24, 2018 9:43:19 AMPlotted / By: nlaframboise / January 24, 2018 9:38:39 AMModified / By: C501 - Sanitary Plan Profile - S:\\72978\\DWG\\C500 - Sanitary Plan and Profile.dwgFile Name: HAMILTON COUNTY, INDIANACLAY TOWNSHIP BYREVISIONSMARKDATE BAH CHECKED BY: 1/20/17 HYATT PLACE CERTIFIED: SHEET NO.72978 S & A JOB NO. STORM SEWER PLAN & PROFILE JSM C600 DRAWN BY: 1" = 20 FT FULL DEPTHGRANULAR BACKFILL(REF. SHT. C802 FORBEDDING DETAIL) TO ENSURE COMPLIANCE WITH R AND AS APPROVED BY THE CITY OF STORM SEWER NOTE SPECIFIED PRIVATE. STORM SYSTEMSTORM SEWERS FOR THIS DEVELOPMENT WILL BE THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PERDESIGNDESIGN SPECIFIED AND AS APPROVED BY THE CITY OFDEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BEPERMITTED DUE TO SPECIAL CIRCUMSTANCES ORDIFFICULTY DURING CONSTRUCTION AND WILL REQUIREPRIOR FIELD APPROVAL FROM A DESIGNATEDREPRESENTATIVE OF THE CITY OR CARMEL IN ADDITION TOEXPLANATION OF ANY SUCH DEVIATION SHALL BEINCLUDED AS A REQUIREMENT ON AS-BUILT/RECORDDRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCEGUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED ASGENERATING VELOCITIES OF 2.5 FPS OR LESS AND 10 FPS ORGREATER (AT FULL FLOW CAPACITY) SHALL REQUIREAS-BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION,PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR ISINSTRUCTED TO AS-BUILT EACH SECTION OF STORM PIPEAS IT IS BEING INSTALLEDTHE DESIGN PLANS. AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS.CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS.SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. ANCARMEL. Know what's TOP VIEW NOT-TO-SCALE 6" ORIFICE ORIFICE PLATE DETAIL 12" R.C.P. NOTES:ALL STORM STRUCTURES TO RECEIVE SOLID LIDCASTINGS ARE TO BE CONSTRUCTED TO PROVIDE ONE 4"RISER RING NO MORE, NO LESS TO ACHIEVE PLAN RIMGRADE.ALL YARD INLETS ARE TO BE CONSTRUCTED AT ATOLERANCE OF +0.00' TO -0.20' OF PLAN GRADE.ALL STORM SEWER CASTINGS SHALL BE LABELED "DUMP NO WASTE-DRAINS TO WATERWAY"ALL SSD'S (SUBSURFACE DRAINS) WILL NEED TO BEDOUBLE WALL SMOOTH BORE PERFORATED (HDPE) PIPE.DEBRIS GUARDS ARE TO BE INSTALLED ON ALL OPENENDED INLETS.FOR STORM STRUCTURE SIZING AND CASTING TABLE SEEDETAIL D-18 ON SHEET C802.ALL STORM SEWERS WITHIN PUBLIC RIGHT-OF-WAYFOR INSTALLATION OF STORM UNDER CITY STREETS ANDCOVER REQUIREMENTS, SEE SHEET No. C802 ON THETRENCH DETAIL.THE MINIMUM COVER FROM THE TOP OF THE INSTALLEDPAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALLBE THE PAVEMENT SECTION THICKNESS (ALLBITUMINOUS AND AGGREGATE MATERIAL ABOVE THETHE FINAL PAVEMENT ELEVATION TO THE TOP OF THEPIPE BE LESS THAN 2.5 FEET. SHALL BE RCP CLASS III.SUBGRADE) PLUS 1-0", BUT UNDER NO CIRCUMSTANCESSHALL THE COVER ALONG ANY PART OF THE PIPE FROM CONTRACTOR SHALL VERIFY DEPTHS OF ALL EXISTINGONSITE UTILITIES PRIOR TO CONSTRUCTION TO CONFIRMTHERE IS NOT ANY CONFLICTS WITH OTHER UTILITIES, STORMBEGINS ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY. MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS:THE MINIMUM COVER FROM THE TOP OF THE INSTALLEDPAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BETHE PAVEMENT SECTION, THICKNESS (ALL BITUMINOUS ANDAGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1'-0",BUT UNDER NO CIRCUMSTANCES SHALL THE COVER ALONGANY PART OF THE PIPE FROM THE FINAL PAVEMENTELEVATION TO THE TOP OF THE PIPE BE LESS THAN 2.5 FEET.SEWERS OR STREETS. CONFLICTS AFTER CONSTRUCTION Nathan LaFramboise / January 24, 2018 8:50:15 AMPlotted / By: nlaframboise / January 24, 2018 8:40:18 AMModified / By: C600 - Storm Plan Profile - S:\\72978\\DWG\\C600 - Storm Plan and Profile.dwgFile Name: HAMILTON COUNTY, INDIANACLAY TOWNSHIP BYREVISIONSMARKDATE BAH CHECKED BY: 1/20/17 HYATT PLACE CERTIFIED: SHEET NO.72978 S & A JOB NO. CONSTRUCTION DETAILS JSM C800 DRAWN BY: Nathan LaFramboise / January 23, 2018 4:16:31 PMPlotted / By: nlaframboise / January 23, 2018 4:03:23 PMModified / By: C800 - Construction Details - S:\\72978\\DWG\\C800 - Construction Details.dwgFile Name: HAMILTON COUNTY, INDIANACLAY TOWNSHIP BYREVISIONSMARKDATE BAH CHECKED BY: 1/20/17 HYATT PLACE CERTIFIED: SHEET NO.72978 S & A JOB NO. SANITARY SEWER DETAILS JSM C801 DRAWN BY: Nathan LaFramboise / January 23, 2018 4:16:37 PMPlotted / By: nlaframboise / January 23, 2018 4:03:23 PMModified / By: C801 - Construction Details - S:\\72978\\DWG\\C800 - Construction Details.dwgFile Name: HAMILTON COUNTY, INDIANACLAY TOWNSHIP BYREVISIONSMARKDATE BAHREV AQUA SWIRL DETAIL TO SHOW PIPES INLINE BAH CHECKED BY: 1/20/17 HYATT PLACE CERTIFIED: SHEET NO.72978 S & A JOB NO. STORM SEWER DETAILS JSM C802 DRAWN BY: 5.0000" \[127 mm\] MH FrameVaries 18.0000" \[457 mm\] full height of the SwirlConcentrator (including riser)extending laterally toDetail Below) Backfill shall extend at least 18inches \[457 mm\] outward fromSwirl Concentrator and for theundisturbed soils. (See MH Swirl Outlet Backfill * Please see accompanied Aqua-Swirl specification notes.* See Site Plan for actual system orientation. custom angles to meet site conditions. Undisturbed Soil Bedding Rim elevations to match finishedgrade. Slide riser over top ringand bolt in 4 places Vent Riser 30.0000" \[762 mm\] Phone (888) 344-9044 www.aquashieldinc.com Section A-A 6.0000" Baffle Arched \[152 mm\] (See Details) Swirl Inlet Grade (Rim) 68.0000" Manhole Frame and \[1727 mm\] substituted. 14-inch thickness must beCover by Manufacturer. Note: AS an alternative, 42-inch OD, HS-25rated precast concrete rings may bemaintained. Varies 104.0000" \[2642 mm\] 14" 4 1/2" Pipe couplingby Contractor.12" long Stub-outby Manufacturer. 12.0000" Material A 1/2" 48"Expansion Joint NTS 1" \[25 mm\] Thick Frame \[305 mm\] PCS Max Vent Arched Baffle 30" \[762 mm\]Riser Octagonal Base Plate Outlet For Traffic Loading Areas Cover Manhole Frame & Cover Detail Aqua-Swirl Concentrator Model AS-5 PCS Standard Detail Each Way Backfill (90% (min) Concrete @ 6" \[152 mm\] Proctor Density) #4 \[13 mm\] Rebar3,000 psi \[20 MPa\] If traffic loading (HS-25) is required or anticipated, a 4-foot \[1.22 m\]diameter, 14-inch \[356 mm\] thick reinforced concrete pad must beplaced over the Stormwater Treatment System Riser to support andlevel the manhole frame, as shown. The top of riser pipe must bewrapped with compressible expansion joint material to a minimummanhole cover to concrete slab. Manhole cover shall bear on concreteslab and not on riser pipe. The concrete slab shall have a minimumstrength of 3,000 psi \[20 MPa\] and be reinforced with #4 \[13 mm\]reinforcing steel as shown. Minimum cover over reinforcing steel shallbe 1-inch \[25 mm\]. Top of manhole cover and concrete slab shall belevel with finish grade. 1-inch \[25 mm\] thickness to allow transfer of wheel loads from 72.0000" \[1829 mm\] Plan View AS-5 PCS STDJCW02/05/15 1:20 4 1/2" \[114 mm\] Date: Inlet Scale: Place small amount ofconcrete to support andlevel manhole frame. DONOT allow manhole frameto rest upon HDPE riser. A Drawn By: Document: U.S. Patent No. 6524473 and other Patent Pending Soil Concrete Gravel Backfill 72.0000" \[1829 mm\] 1/2" 1/2" \[13 mm\] \[13 mm\] NTS Pipe coupling Riser 12.0000" by Contractor. 1/2" Frame \[13 mm\] by Manufacturer. Aqua-Swirl Polymer Coated Steel (PCS)Stormwater Treatment System12" long Stub-out For Non-Traffic Areas Only Phone (888) 344-9044 Fax (423) 826-2112 www.aquashieldinc.com Manhole Frame & Cover Detail \[305 mm\] PCS Max Cover riser(s) in non-traffic areas to preventinadvertent loading by maintenancevehicles. Bollards shall be placed around access Concrete Soil Gravel Backfill 03-19-13 Mar Mac can be reached at: 877-962-7622, Mar-Mac couplings should be used for connections to - The trench and trench bottom shall be constructed in accordance with ASTM A 798 Section 5, - Backfill materials shall be fine, readily compacted soil or granular fill material, and compacted to Excavation and Bedding Backfill Requirements Manufacturer shall be responsible for complete assembly of Swirl Concentrator. 1.flexible boot with stainless steel tension bands and shear guard. vehicles. Sample of typical bollard installation detail and recommended locations of bollards around the Swirl ConcentratorTrench Excavation, Section 6, Foundation, and Section 7, Bedding. The PCS Swirl Concentrator shall be installed on a stablethe next lift. Backfill shall extend at least 18 inches outward from Swirl Concentrator and for the full height of the Swirl 2. Polymer Coated Steel (PCS) Swirl Concentrator shall be fabricated from polymer pre-coated steel sheet for corrugatedsteel pipe, and shall comply with ASTM A 760 and ASTM A 742.3. Stub outs and internal components shall be supplied by manufacturer and MIG welded using accepted welding practices.4. Manufacturer shall supply direct access to Swirl Concentrator via 30-inch ID riser(s). Riser should not be field cut byContractor, Riser should maintain its finish cut length as supplied by manufacturer to match final grade per approved siteelevations (as indicated on approved shop drawing). If necessary to extend riser, Contractor should use adjusting rings tobring top of structure to grade.5. Contractor shall supply pipe couplings to and from Swirl Concentrator, which shall be Mar-Mac, Fernco, or Mission stylecorrugated plastic pipe and are recommended for pipe 24" ID and up.or: cort.calk@marmac.com.6. Contractor shall prepare excavation and off-load Swirl Concentrator. Contractor is responsible for bedding and backfillaround Swirl Concentrator as detailed on site plan. (see notes 11 and 12)7. Manufacturer shall supply standard manhole frame(s) and cover(s). (Traffic rated H20)8. Where traffic loading (H-20) is required or anticipated, a 4-foot diameter, 14-inch thick reinforced concrete pad must beplaced over the Swirl Concentrator to support and level the manhole frame. The top of riser pipe must be wrapped withcompressible expansion joint material to a minimum 1-inch thickness to allow transfer of wheel loads from manhole cover toconcrete slab. Manhole cover shall bear on concrete slab and not on riser pipe. The concrete slab shall have a minimumstrength of 3,000 psi and be reinforced with #4 reinforcing steel (per drawing). Minimum cover over reinforcing steel shallbe 1-inch. Top of manhole cover and concrete slab shall be level with finish grade.9. Unless other traffic barriers arepresent, bollards shall be placed around access risers in non-traffic areas to prevent inadvertent loading by maintenancecan be provided upon request.10. Where high groundwater elevations are present or anticipated, Contractor shall supply concrete anti-floatation padunderneath and poured over the octagonal base plate of the swirl (see Anti-Floatation Base Detail) to prevent buoyancy andbase plate deflection (details, if necessary, available upon request).11.base consisting of at least 6-inches of fine, readily compacted soil or granular fill material, and compacted to 95% proctordensity. Bedding shall not contain stones retained on a 3-inch ring, frozen lumps, highly plastic clay, organic material,corrosive material, or other deleterious foreign materials. All required safety precautions for Swirl Concentrator installationare the responsibility of the Contractor and shall be per OSHA approved methods.12.90% proctor density. Processed granular materials with excellent structural characteristics are preferred. Coarse grainedsoils of USCS Groups GW, GP, GM, GC, SW, and SP as described in ASTM D 2487 are generally acceptable materials whencompacted to 90% proctor density. Backfill shall not contain stones retained on a 3-inch ring, frozen lumps, highly plasticclay, organic material, corrosive material, or other deleterious foreign materials. Backfilling shall conform to ASTM A 798,Concentrator (including riser(s)) extending laterally to undisturbed soils. Nathan LaFramboise / January 23, 2018 4:16:45 PMPlotted / By: nlaframboise / January 23, 2018 4:03:23 PMModified / By: C802 - Construction Details - S:\\72978\\DWG\\C800 - Construction Details.dwgFile Name: HAMILTON COUNTY, INDIANACLAY TOWNSHIP BYREVISIONSMARKDATE BAH CHECKED BY: 1/20/17 HYATT PLACE CERTIFIED: SHEET NO.72978 S & A JOB NO. CONSTRUCTION DETAILS JSM C803 DRAWN BY: 12' 7' 42" 18" 2'-0" O.C. 4" BLUE PAINTEDPAVEMENT STRIPE (TYP.) 1" STEEL TROWEL FINISH OTHERWISE 1" STEEL TROWEL FINISH MEDIUM BROOM FINISHACROSS DIRECTION OFTRAVEL UNLESS NOTED RUBBED FINISH TOP & FACE OF CURB 8' MIN. FOR VANS ALUMINUMMETAL (SIGN)GREEN -ILLUMINATINGTAPE (LETTERS) TYP.BLUE -ILLUMINATINGTAPE (SYMBOL BLOCK)ALUMINUM SIGN(VAN ACCESSIBLE)4X4 WOOD SIGN POST (PAINTED)PROVIDE 1" SLOPE ATTOP OF FOOTING IF NOT IN CONC. WALKWHITE -ILLUMINATINGTAPE (BACKGROUND)GREEN -ILLUMINATING TAPE (ARROW)FOOTING. RECESSFOOTING BELOW CONC. WALK 4"GREEN -ILLUMINATINGTAPE (BORDER) TYP. CONTROL JT. SEEDETAIL NOT-TO-SCALE 6" 18" 8' MIN. NOT-TO-SCALE SIDEWALK FINISH 12" CONC. WALK EXPANSION JT. SEEDETAIL 5.0' MIN. OTHERWISE INDICATED NOT-TO-SCALE ACCESSIBLE PARKING SIGN 8' MIN. TYPICAL PARKING STRIPING 9' (TYP.) 4" WHITE PAINTED PAVEMENT STRIPE 4" BLUE PAINTED PAVEMENT STRIPE 2.5' MIN. FINISH GRADE Scour Protection as RequiredUse Rip Rap and Concrete Slabin Outlet Area Design Height SEE STRUCTURE DATA CHARTFOR CASTING TYPES 0'-3" MIN. 2'-0" NOT-TO-SCALE CONCRETE BASE See orifice platedetail above. 4"Concrete Collarif Applicable Keystone StandardUnitScour Protectionas RequiredUnreinforced ConcreteUnreinforced Concreteor Crushed Stoneor Crushed StoneLeveling PadLeveling Pad Keystone Cap Unit Decorative Fence per developer YARD INLET CATCH BASIN CONC. PIPE REINFORCED WEEP HOLES VARIES Standard Unit - Near Vertical Setback Typical Pipe Outlet Section if Applicable Concrete Collar 1' Min. Thickness Reinforced Soil 8" Min. Low Permeable Soil GeogridStorm DrainPipe Control Joint Cut " Thick 16" Dia. Aluminum 14 Plate to be fastened to endof pipe with TAPCON Note:Fasteners.. collar may be cast around pipe forease of construction and appearance. Note:For pipes larger than 24", a concrete TOP VIEW NOT-TO-SCALE Within 1/2" of Pipe Saw Cut Units to Fit 6" ORIFICEINV.=852.09 as required Control Joints ORIFICE PLATE DETAIL For Outlet Pipe From Detention Basin 12" R.C.P. (I.D.) Scour Protection as RequiredUse Rip Rap and Concrete Slabin Outlet Area Typical Pipe Outlet Detail (if applicable) Concrete Collar (410 Stainless Steel) 16" DIA. ORIFICE PLATE (8) TAPCON FASTNERS detail above. See orifice plate Design Height ADDITIONAL INFORMATION TO BE PROVIDED BY MANUFACTURE. Note: BMP RETAINING WALL, SPECS & DETAILS (3/4" Crushedor Crushed Stone Keystone Cap UnitKeystone Standard UnitUnit Drainage FillRock or Stone)Unreinforced ConcreteLeveling Pad Decorative Fence per developer Foundation Soil 24" Grid Depth Standard Unit - Near Vertical Setback Typical Reinforced Water Wall Section Reinforced Soil 8" Min. Low Permeable Soil Retained Soil Approximate Limits of Excavation Nathan LaFramboise / January 23, 2018 4:16:51 PMPlotted / By: nlaframboise / January 23, 2018 4:03:23 PMModified / By: C803 - Construction Details - S:\\72978\\DWG\\C800 - Construction Details.dwgFile Name: HAMILTON COUNTY, INDIANACLAY TOWNSHIP BYREVISIONSMARKDATE BAHADD LIGHT DUTY PAVEMENT SPEC BAH CHECKED BY: 1/20/17 HYATT PLACE CERTIFIED: SHEET NO.72978 S & A JOB NO. CONSTRUCTION DETAILS JSM C804 DRAWN BY: 4" 1 1/2" 6x6 W1.4xW1.4xW.W.F. 4" OF COMPACTEDAGGREGATE SIZE #53 SEE PLANS SHALL HAVE 1/2" EXPANSION JOINTS@ 48'-0" MAX. AND @ ENDS OF RADII.1" PREFORMED JOINT FILLER WITH SEALER.CONSTRUCTION JOINTS SHALL BE CUT 1/4 DEPTHOF TOTAL THICKNESS OF SLAB @ 6-0" MAX.REBAR AND WELDED WIRE FABRIC SHOULD BESTOPPED 2" SHORT OF AN EXPANSION JOINT. CONTROL JOINTS, EXPANSION JOINTS AND EDGESOF SIDEWALKS SHOULD BE HAND-TOOLED AFTEREACH FINISHING OPERATON.PROVIDE A EXPANSION JOINT AT INTERSECTION WITH ANOTHER SIDEWALK, BETWEEN WALKS, BUILDINGS,STORM STRUCTURES, AND AT SUCH OTHER POINTSAS INDICATED ON THE DRAWINGS. NOTES: 1.2.3. 4.5. CONTROL JOINT NOT-TO-SCALE 6" 4" 3" 6"6" NO SCALE 4" CLR. MONOLETHIC CURB AND WALK 3" 2" RAD. PAVEMENT 3" CURB & WALK DETAIL 6"18" 2 - #4REBAR 4" OF COMPACTEDAGGREGATE SIZE #53 1.5" H.A.C. SURFACE (110#/S.Y. #11)2.5" H.A.C. BINDER (275#/S.Y. #8 OR 5D BASE)6" #53 COMPACTED STONECOMPACTED SUBGRADE (PER INDOT STANDARDS) NOT-TO-SCALE RIGHT OF WAY (P) RIGHT OF WAY (P1) ALL PAVEMENT WITHIN CITY LIGHT DUTY ASPHALT ALL PAVEMENT NOT IN CITY TOP OF CURB BOTTOM OF CURB TRANSVERSE CONTRACTION JOINTS MAX. 50' ***** MAX. 50' ***** CURB JOINT DETAIL TRANSVERSE EXPANSION JOINTS WHEN BUILT IN CONJUCTION WITH CONCRETE PAVEMENT, EXPANSION ANDPAVEMENT SLABS. THE CURB AND GUTTER SHALL BE TIED TO THE PAVEMENT BYPAVEMENT IS BEING BUILT AT THE TIME THE CURB IS CONSTRUCTED, EXPANSIONJOINTS SHALL BE PLACED AT THE ENDS OF ALL RETURNS AND AT INTERVALS NOTTO EXCEED 50 FEET. CONTRACTION JOINTS ON TANGENT SECTIONS SHALL BEINSTALLED AT 10 FOOT MAX. SPACING. CONTRACTION JOINTS ON RADII SHALL BEINSTALLED AT 5 FOOT MAX. SPACING. CONTRACTION JOINTS SHALL BE PLACED AT THE SAME LOCATIONS AS IN THE1/2" ROUND DEFORMED BARS AT ABOUT 3 FOOT INTERVALS. IF NO CONCRETE PAVEMENT ***** NOTE:ALL PAVING IS TO BE COMPLETED INONE PAVING SEASON. state highways, city, and county permits have been obtained The Contractor shall be responsible for verifying that all by the developer prior to start of construction. NOTE:ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAYSHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OFENGINEERING. THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OFENGINEERING TO SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEWTHE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFFNOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAINSTAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THEDEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING ANDPROPOSED CITY RIGHT-OF-WAY.MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS:THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THETOP OF THE TINSTALLED PIPE SHALL BE THE PAVEMENT SECTION, THICKNESS(ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUSOF THE PIPE FROM THE FINAL PAVEMENT ELEVATION TO THE TOP OF THE PIPEBE LESS THAN 2.5 FEET. 1'-0", BUT UNDER NO CIRCUMSTANCES SHALL THE COVER ALONG ANY PART Nathan LaFramboise / January 23, 2018 4:16:54 PMPlotted / By: nlaframboise / January 23, 2018 4:03:23 PMModified / By: C804 - Construction Details - S:\\72978\\DWG\\C800 - Construction Details.dwgFile Name: HAMILTON COUNTY, INDIANACLAY TOWNSHIP BYREVISIONSMARKDATE JSMRevised per TAC comments BAHREVISED PLANT SIZES BAH CHECKED BY: 1/20/17 HYATT PLACE CERTIFIED: SHEET NO.72978 S & A JOB NO. LANDSCAPE PLAN JSM C900 DRAWN BY: 25 0 25 INNOVATIVE LANDSCAPE DESIGN APPLICATIONS PER ZO CH. 33.082.) NATIVE TREES 1.) EXISTING TREE PROTECTION 2525 1520 SHRUBS* REMARKS 36" CONTAINER30" CONTAINER24" CONTAINER30" CONTAINER 2233 6.0' 2.5"2.5"2.5" SIZE ORNAMENTAL TREES 357655 18522066 134 10** QTY. TREES SHADE OR EVERGREEN 20'25'30'" CALIPER IN SIZE. 10' 12 REAR PALIBINVELVET COMPACTUS ARBORVITAE LITTLE GIANT BALD CYPRESS COMMON NAME BOXWOOD GREEN TULIP POPLAR TREE SEA GREEN JUNIPER NORTHERN RED OAK PLANT MATERIAL SCHEDULE MINIMUM YARD WIDTH 5' 10'15'30' FRONT & SIDE BOTANICAL NAMEQUERCUS RUBRALIRIODENDRONTULIPIFERAEUONYMUS ALATUSSYRINGA MEYERIBUXUS "GREEN VELVET"TAXODIUM DISTICHUMJUNIPERUS CHINENSISTHUJA OCCIDENTALIS DENOTES TREE PRESERVATION FENCING SOD AREAS ALL TREES TO BE NO LESS THAN 2 ALL TURF AREAS TO BE IRRIGATED. BCD ANOTE: JCLANDSCAPING MUST BE PLANTED ACCORDING TO THE DETAILS ON SHEETC901-SEE PLANTING DETAILS LT QREABKTDTO SM KEY BUFFERYARD ZONING ORDINANCE FOR PERIMETER BUFFER YARD LANDSCAPING. (TO BE FOLLOWED IF PRESERVED VEGETATION IS NOTADEQUATE POST CONSTRUCTION) * EVERGREEN TREES MAY SUBSTITUTE IN LIEU OF SHRUBBERY ON A 1:3 BASIS (ONE CONIFER THREE SHRUBS). Nathan LaFramboise / January 23, 2018 4:15:33 PMPlotted / By: bhuff / January 15, 2018 8:26:00 AMModified / By: C900 - Landscape Plan - S:\\72978\\DWG\\C900 - Landscape Plan.dwgFile Name: HAMILTON COUNTY, INDIANACLAY TOWNSHIP BYREVISIONSMARKDATE BAH CHECKED BY: 1/20/17 HYATT PLACE CERTIFIED: SHEET NO.72978 S & A JOB NO. LANDSCAPE DETAILS JSM C901 DRAWN BY: Nathan LaFramboise / January 23, 2018 4:15:40 PMPlotted / By: bhuff / January 15, 2018 8:26:00 AMModified / By: C901 - Landscape Details - S:\\72978\\DWG\\C900 - Landscape Plan.dwgFile Name: HAMILTON COUNTY, INDIANACLAY TOWNSHIP BYREVISIONSMARKDATE BAHREVISED TO 20 SCALE BAH CHECKED BY: 1/20/17 HYATT PLACE CERTIFIED: SHEET NO.72978 S & A JOB NO. BMP LANDSCAPE DETAIL JSM C902 DRAWN BY: xxxxxxxxxxx GAS GAS W / R 'GAS 0 5 GAS GAS * )dednetxe( DAOR ECIVRES LACOL( W/R '05 GAS GAS > o o o> o o o> o o o > o o o> o o o> o o o GAS > o o o> o o o GAS T T TT T TT > o o o > o o o C.O. TYPE III o o o o o o >> * 10' 15' * * PROPOSED WET SEEDING (1,160 TOTAL SF)PROPOSED MESIC SEEDING (3,350 TOTAL SF)PROPOSED TURF SEEDING (5,436 TOTAL SF) . E . P . M . B " & A . " E . K S . C S O & L . B U . D . R A V OUTDOOR PATIO * 1" = 20 FT E E E E E x * x x * 10' E K I P S R - T P C T TTTTT T R TT T A B E R - P C Brett Huff / January 15, 2018 8:17:27 AMPlotted / By: bhuff / March 15, 2017 2:51:47 PMModified / By: C902 - BMP Landscape Detail - S:\\72978\\DWG\\C900 - Landscape Plan.dwgFile Name: