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Home My WebLink AboutMulberryDWG:DATE:CHK:FB:FIELD WORK:17-099 1OF148/22/2017---2/21/2017INST# 2016019915 Part of the Northeast Quarter of Section 25, Township 18 North, Range 3 East located in Clay Township, Hamilton County, Indiana, being more specifically described as follows: Beginning 542.00 feet North and 99 feet West of the Northeast corner of Lot 15 in Simeon Hawkin's Addition to the Town of Carmel (Deed Record 30, page 441), said point of beginning being on the Northerly right of way line of Third Street Northwest (right of way 30 feet) and Westerly 278.50 feet from the center line of Willow Street (right of way 49 feet) as said Willow Street is platted in Henry Robert Heir's Addition to Carmel, as recorded in Deed Record 97, page 12 in the records of Hamilton County, Indiana; thence Northerly 150.50 feet parallel with the center line of said Willow Street; thence Westerly 95.53 feet parallel with the Northerly right of way line of said Third Street Northwest to the Easterly right of way line of the Monon Railroad (1/2 right of way 33 feet); thence Southerly 150.516 feet on and along the Easterly right of way line of said railroad to the Northerly right of way of said Third Street Northwest; thence Easterly 93.30 feet on and along the Northerly right of way line of said Third Street Northwest to the place of beginning. INST# 2017021754 Part of the East Half of the Northeast of Section 25, Township 18 North, Range 3 East, being 32 rods 14 feet North of the Northeast corner of Lot 15 in Simeon Hawkins Addition to the City of Carmel, formerly Bethlehem, Indiana, and run thence North 9 rods and 4 feet thence West 6 rods; thence South 9 rods and 4 feet ; thence East 6 rods to the beginning. HOMES BY MCKENZIE, INC 4631 LISBORN DRIVE CARMEL, IN 46032 John@mckenziecollection.com JEFFERY C. & WENDY LANGSTON 5243 WOODFIELD DRIVE CARMEL, IN. 46033 Jeff@oldtowndesigngroup.com SITE SITE INST# 2016019915 (HOMES BY MCKENZIE) INST# 2017021754 (LANGSTON)OFFICE:803 S. Ohio StreetSheridan, In. 46069Ph. 317-696-3594Fx: 317-758-5510Alandsurveyor@yahoo.comJDHJDHŽƉǇƌŝŐŚƚΞďǇ:,Ăůů>ĂŶĚ^ƵƌǀĞǇŝŶŐ͕ϮϬϭϳTHESE DOCUMENTS ARE SUBJECT TO PERIODIC REVISIONS BY JD HALL LAND SURVEYING. THE HOLDER IS RESPONSIBLE FOR VERIFYING THAT THESE DOCUMENTS ARE THE MOST CURRENT PRIOR TO USE. THIS DRAWING AND THE IDEALS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF JD HALL LAND SURVEYING AND ARE NOT TO BE USED OR REPRODUCED IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF JD HALL LAND SURVEYING. RECORDATION OF THIS SURVEY (OR THESE PLANS) DOES NOT CONSTITUTE AN ELIMINATION OF, ANY RESTRICTIONS OR LIMITATIONS OF RIGHTS HELD BY THIS SURVEYOR / DESIGNER AND OR ENGINEER UNDER FEDERAL COPYRIGHT LAW MULBERRY LANE MINOR SUBDIVISION PART OF THE NE 1/4, SECTION 25, TOWNSHIP 18 NORTH, RANGE 3 EAST, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA PARCEL NO: 16-09-25-12-01-044.000 &16-09-25-12-01-042.000 DOCKET #s 16060001 PP, 16060004 SW &17020008-10 V CONSTRUCTION PLANS PART OF THE NE QUARTER OFSECTION 25, TOWNSHIP 18 NORTH,RANGE 3 EASTCLAY TOWNSHIPHAMILTON COUNTY, INDIANACERTIFIED BY: __________________________________________ DATE: 8/23/2017 JAMES D. HALL, LS 20500017 JAMES D. HALL, PLS JD HALL LAND SURVEYING 803 S. OHIO STREET SHERIDAN, IN. 46069 (O)317-696-3594 (F)317-758-5510 (E)Alandsurveyor@yahoo.com AFFECTED ZONING: R-2 MONON OVERLAY NATURAL SECTION OLD TOWN OVERLAY, CHARACTER SUB-AREA LOTS 1 & 2 FRONT:15' (FRONTING 3RD AVE NW) (SEE DOCKET#17020009 V) 10' (FRONTING ALLEY RIGHT-OF-WAY) REAR:15' (ALONG MONON GREENWAY) SIDE:5' MAX COVERAGE: 45% (SEE DOCKET#17020008 V) LOTS 3 & 4 FRONT:15' (FRONTING 3RD AVE NW) (SEE DOCKET#17020009 V) 10' (FRONTING ALLEY RIGHT-OF-WAY) REAR:5' SIDE:5' MAX COVERAGE: 45%(SEE DOCKET#17020008 V) SITE INFORMATION: 727$/$5($$& $5($2)',6785%$1&($& a.Utility relocations required by the project shall be the responsibility of the developer. Utility line relocations required for road projects that result in a conflict with proposed development shall be the responsibility of the developer to resolve with the utility. Existing pole lines required to be relocated shall be relocated to within one foot of proposed right-of-way line. b.All existing perimeter road drainage structures and bridges across the frontage of this development are indicated on the plans. Provisions have been made to improve or replace any drainage structures and bridges as necessary or as requested by the City to accommodate the pavement widening, auxiliary lanes, multi-use path, and any other required improvements to the property or the roadway. The cost to improve or replace any drainage structures and bridges will be borne by the developer. c.Damage to the existing right-of-way shall be restored/repaired to the satisfaction of the City at the completion of the project. The Contractor is encouraged to inspect the right-of-way with the City prior to the start of construction to document the existing condition of the right-of-way. d.Contractor shall protect the existing City dual duct bank in the right-of-way. In the event of conflict with the proposed improvements, relocation of the dual duct bank and all associated/appurtenant/ancillary items shall be the sole responsibility of the developer subject to review and approval by the City. e.All Paving Within The Existing And Proposed City Right-Of-Way Shall Conform To The Requirements Of The Department Of Engineering. The Contractor Shall Contact The Department Of Engineering To Schedule A Pre-Construction Meeting To Review The Department's Construction Requirements, Staff Notification Requirements, Required Inspections For Certain Stages Of The Work And To Review The Authority Of The Department As It Relates To Work Within The Existing And Proposed Right-Of-Way. f.No Earth Disturbing Activity May Commence Without An Approved Storm Water Management Permit. g.All paving is to be completed in one paving season. ROBERT DOSTER, PE TERRA SITE DEVELOPMENT 209 E. 175th STREET WESTFIELD, IN. 46074 (C)317-607-8164 (F)317-663-3049 (E)rdoster@terrasitedev.com E E E E SSSSSSSSSSSSSSSTSTSTSTSTSTSTSTSTHOMES BY MCKENZIEINST# 2016-19915LANGSTONINST# 2017-21754ESQUIVEL PROPERTY LLCINST# 2011-28741RESIDENTIAL USESTANTONINST# 2017-24740RESIDENTIAL USEVACANT33.0'0+001+001+64.64DWG:DATE:CHK:FB:FIELD WORK:PART OF THE NE QUARTER OFSECTION 25, TOWNSHIP 18 NORTH,RANGE 3 EASTCLAY TOWNSHIPHAMILTON COUNTY, INDIANA17-0992OF148/22/2017---8/21/2017OFFICE:803 S. Ohio StreetSheridan, In. 46069Ph. 317-696-3594Fx: 317-758-5510Alandsurveyor@yahoo.comJDHJDHŽƉǇƌŝŐŚƚΞďǇ:,Ăůů>ĂŶĚ^ƵƌǀĞǇŝŶŐ͕ϮϬϭϳHCBR 194NAD 83 (CORS 96)N. 1726659.34E. 199023.08Hamilton County Geodetic Control Disk in the northwest corner ofconcrete bridge deck of bridge carrying Range Line Road over Little CoolCreek.Elev = 811.76 NAVD 88= EXISTING WATER LINE= EXISTING UNDERGROUND ELECTRICLEGEND= EXISTING STORM SEWER= EXISTING LIGHT POST= EXISTING WATER METER= EXISTING WATER VALVE= EXISTING OVERHEAD ELECTRIC= EXISTING UNDERGROUND TELEPHONEWWSTEEGG= EXISTING GAS LINE= SPOT ELEVATIONXXX.X= EXISTING INTERMEDIATE CONTOUR= EXISTING INDEX CONTOURTOPOGRAPHIC SURVEYPART OF THE NE 1/4, SECTION 25, TOWNSHIP 18 NORTH, RANGE 3EAST, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANAPARCEL NO: 16-09-25-12-01-044.000&16-09-25-12-01-042.000= EXISTING OVERHEAD TELEPHONE & CABLE= EXISTING UTILITY POLE= EXISTING GUY WIRE= EXISTING SANITARY SEWERSS= EXISTING FIRE HYDRANT= EXISTING GAS METERCERTIFIED BY: __________________________________________ DATE: 8/23/2017 JAMES D. HALL, LS 20500017BENCHMARK E E E E SSSSSSSSSSSSSSSTSTSTSTSTSTSTSTSTHOMES BY MCKENZIEINST# 2016-19915LANGSTONINST# 2017-21754ESQUIVEL PROPERTY LLCINST# 2011-28741RESIDENTIAL USESTANTONINST# 2017-24740RESIDENTIAL USEVACANT33.0'0+001+001+64.64DWG:DATE:CHK:FB:FIELD WORK:PART OF THE NE QUARTER OFSECTION 25, TOWNSHIP 18 NORTH,RANGE 3 EASTCLAY TOWNSHIPHAMILTON COUNTY, INDIANACERTIFIED BY: __________________________________________ DATE: 8/23/2017 JAMES D. HALL, LS 2050001717-0993OF148/22/2017FIELDBOOK8/21/2017OFFICE:803 S. Ohio StreetSheridan, In. 46069Ph. 317-696-3594Fx: 317-758-5510Alandsurveyor@yahoo.comJDHJDHŽƉǇƌŝŐŚƚΞďǇ:,Ăůů>ĂŶĚ^ƵƌǀĞǇŝŶŐ͕ϮϬϭϳDEMOLITION PLANPART OF THE NE 1/4, SECTION 25, TOWNSHIP 18 NORTH, RANGE 3EAST, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANAPARCEL NO: 16-09-25-12-01-044.000&16-09-25-12-01-042.000LEGEND= AREA OF EXISTING MAN MADE FEATURES & EXISTING UTILITIESTO BE DEMOLISHED TO THE BOUNDARY LINE OF THE SUBJECTTRACT.EXISTING GRAVEL DRIVES TO BE USED AS CONSTRUCTIONENTRIES FOR DEMOLITION PURPOSED.CONTRACTORS TO COORDINATE UTILITY DIS-CONNECTIONSWITH THE RESPECTIVE UTILITY AGENCIES.= INLET PROTECTION BASKET= PERIMETER SILT FENCE= CONSTRUCTION LIMIT EEEESS SS SS SS SS SS SS ST ST ST ST ST ST ST ST ST HOMES B Y M C K E N Z I E INST# 2 0 1 6 - 1 9 9 1 5 LANGSTO N INST# 2 0 1 7 - 2 1 7 5 4 ESQUIVEL P R O P E R T Y L L C INST# 2 0 1 1 - 2 8 7 4 1 RESIDE N T I A L U S E STANTON INST# 2 0 1 7 - 2 4 7 4 0 RESIDEN T I A L U S E VACANT EXISTING22.0' B-B33.0'STSSSSSSD SSD SSD SSD SSDSSDSSDSSDSSDSSDSSD STSTSTSTSTDWG:DATE:CHK:FB:FIELD WORK:17-099 4OF148/22/2017---8/21/2017NOTES: 1 PROPOSED MONON ACCESS TRAIL BY DEVELOPERS 2 16' ASPHALT DRIVE W/ ROLL CURB 3 R-3561 INLET CASTINGS ON 2'x2' INLET BOXES 4 EXISTING SEWER LATERAL TO BE REMOVED 5 PROPOSED 6" SEWER LATERAL 6 PROPOSED 6" SSD STORM DRAIN LINE 7 PROPOSED UNDERGROUND DETENTION BASIN 8 PROPOSED WATER SERVICE LINE W/ NEW METER PIT 9 RELOCATE BURIED TELEPHONE LINE AS NECESSARY 10 NEW 4' SIDEWALK PER CITY DETAIL REQUIRED 11 SUMP DISCHARGE & ROOF DRAIN LINE TO UNDERGROUND BASIN 12 PROPOSED 6" SSD DRAIN TO UNDERGROUND DETENTION BASIN 13 PROPOSED INFILTRATION TRENCH W/ 6" SSD 14 PROPOSED INFILTRATION TRENCH W/ 6" SSD 15 EXISTING SIDEWALK TO BE REPAIRED AS NEEDED AFTER DEVELOPMENT 16 SAW CUT CURB AT THE NEAREST JOINT TO THE PROPOSED CURB CUT, RECONSTRUCT AS NEEDED.OFFICE:803 S. Ohio StreetSheridan, In. 46069Ph. 317-696-3594Fx: 317-758-5510Alandsurveyor@yahoo.comJDHJDHŽƉǇƌŝŐŚƚΞďǇ:,Ăůů>ĂŶĚ^ƵƌǀĞǇŝŶŐ͕ϮϬϭϳPART OF THE NE QUARTER OFSECTION 25, TOWNSHIP 18 NORTH,RANGE 3 EASTCLAY TOWNSHIPHAMILTON COUNTY, INDIANACERTIFIED BY: __________________________________________ DATE: 8/23/2017 JAMES D. HALL, LS 20500017 SITE DEVELOPMENT / UTILITY PLAN PART OF THE NE 1/4, SECTION 25, TOWNSHIP 18 NORTH, RANGE 3 EAST, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA PARCEL NO: 16-09-25-12-01-044.000 &16-09-25-12-01-042.000 1 2 2 3 3 4 5 5 5 5 6 1314 7 7 9 11 11 11 11 13 13 10 10 10 15 15 15ST NOTE: The storm sewer system shall be constructed per design specified and as approved by the City of Carmel on the final approved construction plans. Deviations from the approved design shall only be permitted due to special circumstances or difficulty during construction and will require prior field approval from a designated representative of the City of Carmel in addition to supplemental approval by the design engineer. An explanation of any such deviation shall be included as a requirement on as-built/record drawings submitted for release of performance guarantees. Approved design slopes identified as generating velocities of 2.5 fps or less or 10 fps or greater (at full flow capacity) shall require as-built certification at the time of construction, prior to backfilling the pipe. The contractor is instructed to as-built each section of storm pipe as it is being installed to ensure compliance with the design plans and as approved by the City of Carmel. 1616 4 EEEESS SS SS SS SS SS SS ST ST ST ST ST ST ST ST ST HOMES B Y M C K E N Z I E INST# 2 0 1 6 - 1 9 9 1 5 LANGSTO N INST# 2 0 1 7 - 2 1 7 5 4 ESQUIVEL P R O P E R T Y L L C INST# 2 0 1 1 - 2 8 7 4 1 RESIDE N T I A L U S E STANTON INST# 2 0 1 7 - 2 4 7 4 0 RESIDEN T I A L U S E VACANT 33.0'STSSD SSD SSD SSD SSDSSDSSDSSDSSDSSDSSD STSTSTSTSTFPFPFPFPFPFPFPFP FP FP FP FP FP FP FP FP FP FP FPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPDWG:DATE:CHK:FB:FIELD WORK:17-009 5OF148/22/2017---8/21/2017OFFICE:803 S. Ohio StreetSheridan, In. 46069Ph. 317-696-3594Fx: 317-758-5510Alandsurveyor@yahoo.comJDHJDHŽƉǇƌŝŐŚƚΞďǇ:,Ăůů>ĂŶĚ^ƵƌǀĞǇŝŶŐ͕ϮϬϭϳCERTIFIED BY: __________________________________________ DATE: 8/23/2017 JAMES D. HALL, LS 20500017 GRADING PLAN PART OF THE NE 1/4, SECTION 25, TOWNSHIP 18 NORTH, RANGE 3 EAST, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA PARCEL NO: 16-09-25-12-01-044.000 &16-09-25-12-01-042.000 PART OF THE NE QUARTER OFSECTION 25, TOWNSHIP 18 NORTH,RANGE 3 EASTCLAY TOWNSHIPHAMILTON COUNTY, INDIANA= PROPOSED PAVEMENT ELEVATIONXXX.XX LEGEND: FBSL = FRONT SETBACK LINE SYS = SIDE YARD SETBACK LINE RYS = REAR YARD SETBACK LINE MLAG = MINIMUM LOWEST ADJACENT GRADE MFPG = MINIMUM FLOOD PROTECTION GRADE GAR = GARAGE BASE = BASEMENT FFE = FINISH FLOOR ELEVATION SSE = SANITARY SEWER EASEMENT =EXISTING ELECTRIC,PHONE,CABLE OVERHEAD = PROPOSED UNDERGROUND GAS LINE = PROPOSED UNDERGROUND WATER LINE = PROPOSED UNDERGROUND TELEPHONE LINE = PROPOSED UNDERGROUND ELECTRIC = PROPOSED 6" SANITARY SEWER LATERAL (SDR 26 PIPE WITH CLEANOUTS AS SHOWN) =EXISTING SANITARY SEWER MAIN ECP = SPOT ELEVATIONXXX.X = EXISTING INTERMEDIATE CONTOUR = EXISTING INDEX CONTOUR = PROPOSED WATER METER @ CENTER OF LOT. = FLOOD ROUTING = PROPOSED PAVEMENT ELEVATION = PROPOSED TOP OF CURB ELEVATION XXX.XX XXX.XX SITE ACREAGE: 0.681 ACRES OFF-SITE/UPSTREAM ACREAGE: 0.36 ac (East) 0.13 ac (West) ALLOWABLE RELEASE RATES: (10YR 0.10/AC) 0.124 CFS (100YR, 0.25/AC) 0.31 CFS POST-DEVELOPED (UNCONTROLLED) 10-YEAR: 2.74 CFS 100-YEAR: 4.08 CFS TOTAL VOLUME OF DETENTION REQUIRED: 4557.14 CF /168.78 CY TOTAL VOLUME OF DETENTION PROVIDED: 5157 CF /191 CY POST DEVELOPED RELEASE RATE (CONTROLLED): 10YR = 1.01 CFS vs 1.17 (pre 2YR) 100YR = 1.28 CFS 1.55 (pre 10yr)ST= PROPOSED SURFACE FLOW = STORM STRUCTURE NUMBER DWG:DATE:CHK:FB:FIELD WORK:17-009 6OF148/22/2017---8/21/2017OFFICE:803 S. Ohio StreetSheridan, In. 46069Ph. 317-696-3594Fx: 317-758-5510Alandsurveyor@yahoo.comJDHJDHŽƉǇƌŝŐŚƚΞďǇ:,Ăůů>ĂŶĚ^ƵƌǀĞǇŝŶŐ͕ϮϬϭϳCERTIFIED BY: __________________________________________ DATE: 8/23/2017 JAMES D. HALL, LS 20500017 SANITARY SEWER PLAN & PROFILE PART OF THE NE 1/4, SECTION 25, TOWNSHIP 18 NORTH, RANGE 3 EAST, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA PARCEL NO: 16-09-25-12-01-044.000 &16-09-25-12-01-042.000 PART OF THE NE QUARTER OFSECTION 25, TOWNSHIP 18 NORTH,RANGE 3 EASTCLAY TOWNSHIPHAMILTON COUNTY, INDIANA EEEESS SS SS SS SS SS SS ST ST ST ST ST ST ST ST ST 33.0'STSSD SSD SSD SSD SSDSSDSSDSSDSSDSSDSSD STSTSTSTSTDWG:DATE:CHK:FB:FIELD WORK:17-099 7OF148/22/2017---8/21/2017LEGEND = INLET PROTECTION BASKET = TEMPORARY SEEDING = PERMANENT SEEDING = STABILIZED CONSTRUCTION ENTRANCE = SUPPLY & WORKER STAGING AREA = PERIMETER SILT FENCE = CONSTRUCTION LIMIT = EROSION CONTROL BLANKET = SOIL STOCK PILE LOCATION (AS NEEDED)OFFICE:803 S. Ohio StreetSheridan, In. 46069Ph. 317-696-3594Fx: 317-758-5510Alandsurveyor@yahoo.comJDHJDHŽƉǇƌŝŐŚƚΞďǇ:,Ăůů>ĂŶĚ^ƵƌǀĞǇŝŶŐ͕ϮϬϭϳCERTIFIED BY: __________________________________________ DATE: 8/23/2017 JAMES D. HALL, LS 20500017 PART OF THE NE 1/4, SECTION 25, TOWNSHIP 18 NORTH, RANGE 3 EAST, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA PARCEL NO: 16-09-25-12-01-044.000 &16-09-25-12-01-042.000 PART OF THE NE QUARTER OFSECTION 25, TOWNSHIP 18 NORTH,RANGE 3 EASTCLAY TOWNSHIPHAMILTON COUNTY, INDIANASTORM WATER POLLUTION PREVENTION PLAN PS TS PS PS PS PS PS PS PS PS PS PS PSPS PS PS TS TS TS TS TS TS TS TS TS TOP SOIL TOP SOIL PS DWG:DATE:CHK:FB:FIELD WORK:17-099 8OF148/22/2017---8/21/2017STORM WATER POLLUTION PREVENTION PLAN SOILS MAP OFFICE:803 S. Ohio StreetSheridan, In. 46069Ph. 317-696-3594Fx: 317-758-5510Alandsurveyor@yahoo.comJDHJDHŽƉǇƌŝŐŚƚΞďǇ:,Ăůů>ĂŶĚ^ƵƌǀĞǇŝŶŐ͕ϮϬϭϳPractice 3.11-Temporary Seeding Seed Species Rate/1000 s.f.Planting Depth Planting Dates Wheat or Rye 4 lbs 1 to 1-1/2 inches 9/15 to 10/30 Spring Oats 3 lbs 1 inch 3/1 to 4/15 Annual Ryegrass 2 lbs 1/4 inch 3/1 to 5/1, 8/1 to 9/1 German Millet 1 lbs 1 to 2 inches 5/1 to 6/1 Sudangrass 1 lbs 1 to 2 inches 5/1 to 7/30 Installation and Maintenance Requirements: a)Contractor shall roughen all disturbed surfaces by bulldozer cleats, disk, tiller, or other methods prior to seeding where vegetation will be established. Seed mixtures shall be planted only during the optimum dates contained in the above table. Mulch (Practice 3.15) or other approved means shall be used outside of these dates until the following year when seeding will be required. b)All disturbed areas indicated with temporary seeding on the erosion control plan shall be seeded immediately after construction. c)Apply 14 lbs. 12-12-12 fertilizer, or equivalent, per 1000 square feet or as recommended by soil test. Work fertilizer into soil 2 to 4 inches deep by disking or raking. d)Seed lot areas that have been graded following street and drainage construction using an appropriate mixture for the time of year based on the above chart. Seed shall be applied uniformly with a drill or culti-packer seeder or by broadcasting, and cover to the depth shown in the above chart. If drilling or broadcasting, seedbed shall be firmed with a roller or culti-packer. e)Organic mulching shall be required for temporarily seeded areas and shall be anchored by crimping or tackifying. f)Perennial species may be used for temporary cover and is required for areas that will remain idle for more than one year. g)Fall seeded wheat or rye shall be topdressed with nitrogen in February or March if nitrogen deficiency is apparent. h)If heavy rains occur during grass establishment causing erosion and loss of seed, fertilizer, etc., the affected area shall be repaired and reseeded immediately. Practice 3.12-Permanent Seeding Permanent Seeding Requirements: Seed Species and Mixture Rate Per Acre Optimum Soil pH Lawns Areas and Swales 1 Bluegrass 140 lbs 5.5 to 7.0 2 Perennial Ryegrass (Turf-Type)60 lbs 5.6 to 7.0 Bluegrass 80 lbs 3 Tall Fescue (Turf-Type)150 lbs 5.6 to 7.5 Bluegrass 30 lbs Installation and Maintenance Requirements: a)Contractor shall roughen all disturbed surfaces by bulldozer cleats, disk, tiller, or other methods prior to seeding where vegetation will be established. b)Topsoil shall be added to a depth needed for establishment of vegetation as described in Practice 3.02 before permanent seeding. c)Lime shall be applied to the soil when the pH level is unsuitable for seeding at a rate of 30 lbs. per 1000 square feet or as recommended by soil test. d)14 lbs. per 1000 square feet of 12-12-12 fertilizer, or equivalent, or as recommended by soil test. Work fertilizer into soil 2 to 4 inches deep by disking or raking. e)Optimum seeding dates are March 1 through May 10 and August 10 through September 30. Perimeter seeding done between May 10 and August 10 may need to be irrigated. As an alternative, use temporary seeding (Practice 3.11) until the preferred date for permanent seeding. f)Seed shall be applied uniformly with a drill or cultipacker-seeder or by broadcasting, and cover to a depth of 1/4 to 1/2 inch. If drilling or broadcasting, seedbed shall be firmed with a roller or cultipacker. g)All permanently seeded areas shall be mulched and anchored by crimping or tackifying. If seeding is done with a hydroseeder, fertilizer and mulch can be applied with the seed in a slurry mixture. h)An oat or wheat companion or nurse crop may be used with any of the permanent seeding mixtures at the following rates: Spring Oats--1/4 to 3/4 bu./acre; Wheat--no more than 1/2 bu./acre. i)Additional seed species and mixtures that are commercially available may be used. Rates and mixtures shall be equivalent to those contained in the above chart. j)If heavy rains occur during grass establishment causing erosion and loss of seed, fertilizer, etc., the affected area shall be reseeded immediately. k)Sparse, bare, or damaged areas shall be refertilized, seeded, and mulched. Practice 3.15-Mulching. Mulching Requirements: Material Rate per 1000 s.f.Comments Straw 70 lbs Should be dry, unchopped, and free of undesirable seeds spread by hand or machine must be crimped or anchored. Wood Fiber or Cellulose 45 lbs Apply with hydromulcher and Use with tacking agent Long Fiber Wood (Excelsior)25 lbs Anchor in areas subject to wind Anchoring Method Application Method Mulch Anchoring Tool Crimp or punch straw into the soil 2-4 inches Farm Disk Operate machinery on the contour of the slope Cleating with Bulldozer Tracks Operate dozer up and down slope, not across, or Else the tracks will form rills Wood Hydromulch Fibers Apply 1-2 tons/acre using a hydromulcher at a Rate of 750 lbs/acre with a tackifying agent. Do not use in areas of concentrated flow. Installation and Maintenance Requirements: l)Mulch shall cover at least 75% of the soil surface and shall be anchored by one of the methods listed in the previous table. Hay, asphalt emulsion, synthetic tackifiers, synthetic binders, synthetic soil stabilizers, and biodegradable netting are not permitted. m)Mulch shall be inspected after storm events until vegetation is firmly established. If washout, breakage, or erosion occur, the surface shall be repaired, reseeded, mulched, and anchored. 1.14 Digit Watershed Hydrologic Unit Code : 05120201090040 Name of all receiving waters : COOL CREEK 2.Estimate of peak discharge for post construction conditions (10-year) : 0.57 CFS Locations of specific points where stormwater discharge will leave the site. MORROW-FOLLET DRAIN STRUCTURE 3.Locations where stormwater may be directly discharged into groundwater, such as abandoned wells or sinkholes. Infiltration trench at north end of property and Infiltration trench & Underground detention basin within the alley. 4.Soils map of the predominant soil types including: a.Soil legend with descriptions of each soil type : See this page b.Brief description of how the site has accommodated the existing soil limitations: The site is partially wooded with mature trees and existing landscaping on a hilltop. Soils are "C" type. Perimeter silt fence will be installed to control runoff. 7.Description of potential pollutant sources associated with the construction activities: Potential pollutants include waste concrete, material and fuel storage areas, fueling locations, exposed soils, fluids associated with operation and maintenance of construction equipment on the site, debris, waste, sealants, paint, adhesives, concrete washout, and similar materials associated with the installation of the infrastructure, and fertilizer associated with landscaping. 8.Temporary and permanent stormwater quality measures: a.Location - see sheets 4 & 6 b.Dimensions - see sheets 4 & 6 c.Detailed specifications - see sheet 5 d.Construction details - see sheet 6 e.Monitoring and maintenance guidelines - see sheet 5 9.General construction sequence Preconstruction Planning: 1.This stormwater pollution prevention plan is applicable to the entire development and as such is made a part of these construction plans. Inasmuch as the site may be developed at different times, the system must be flexible enough to permit different areas to be developed and still guarantee adequate protection against soil erosion. It shall be the Contractor's responsibility to incorporate the stormwater pollution prevention practices contained in these construction plans into the construction techniques and procedures. The Contractor shall ensure that this plan is available on-site as per 327 IAC 15-5 for unannounced site inspection by the governing authority. A copy of the Notice of Intent shall also be posted at the entrance to the site by the Contractor. Additional copies are available upon request. 2.Appropriate measures shall be taken by the Contractor to minimize or eliminate wastes or unused building materials, including but not limited to garbage, debris, cleaning wastes, wastewater, and other substances from being carried from the site by runoff. Proper disposal or management of all wastes and unused building materials, appropriate to the nature of the waste or material is required. 3.Existing vegetation shall be retained on the construction site wherever possible until the area must be disturbed for construction activities. A buffer strip of existing vegetation (minimum of five feet wide) shall be maintained around the perimeter of the site whenever possible to reduce offsite erosion and sedimentation. 4.Staged clearing and grading practices shall be used whenever possible to reduce the amount of disturbed area to the absolute minimum needed for immediate construction activities. 5.When shown on the plans, diversions, perimeter dikes, and waterways shall be constructed to intercept considerable offsite runoff and divert it away from bare and disturbed soil until structures to capture the offsite runoff are in place. Said diversions shall be protected against erosion with riprap, straw bale dams, or other means. See appropriate specifications and details. 6.Stair-step grading and diversions shall be used when ground slopes exceed 3:1. Said diversions and slopes shall be protected against erosion by placing riprap or erosion control blankets as may be shown on the plan. See riprap or erosion control blanket specifications and details. 7.Concerning seeding and fertilization, the Contractor shall seek the recommendation of the local Soil and Water Conservation District for this development as the soils may vary in location and nutrient requirements depending upon the soil type, amount of shade, and type of seed. These recommendations shall be evaluated by the Owner and/or his agent and, if believed to be reasonable, shall be executed as part of the construction. 8.The Contractor shall have a trained individual on staff and scheduled on a regular basis to ensure that stormwater pollution prevention measures are inspected and maintained on a weekly basis and within 24 hours of 0.5-inch or greater rainfall event. A representative of the Owner shall be contacted and shall be present during or immediately following each inspection. Damaged measures shall be repaired or replaced immediately. See the maintenance requirements for each practice for more details. The Contractor shall be responsible for ensuring that the inspections are occurring and that an updated maintenance log is maintained and kept on site. In the event of a request for such an inspection log by the local Soil and Water Conservation District or other inspecting authority, the Contractor shall make the inspection log available within 48 hours. A maintenance checklist has been attached to the plans for convenience. 9.Disturbed areas shall be limited to the area outlined on the erosion control plan. Areas outside the limits shall retain their vegetative cover and shall remain undisturbed. The Contractor shall place temporary construction fence or make other appropriate plans to avoid such areas. 10.The Contractor shall be responsible for notifying the local Soil and Water Conservation District, IDEM and the County Offices or other appropriate jurisdictions within 48 hours of the beginning of construction at the site. 11.No equipment shall be driven or earth disturbance shall occur outside the construction limits as designated on this plan. 12.Existing vegetation and cover shall be retained where possible on all areas outside the construction limits indicated on this plan. Leave a minimum 5-feet vegetative buffer strip whenever possible around the perimeter of the site. 13.A construction staging area shall be established for equipment and vehicles as far from swales and drainage ways as possible. On-site location for Owner/Operator/Contractor placement of approved plans, Notice of Intent letter, and self-monitoring documentation and local permit shall be established. 14.A temporary construction entrance shall be constructed at ALL construction access points to the site prior to the initial earth disturbance at the site. Sediment being tracked from the site onto roadways shall be minimized. Roadways shall be kept clear of accumulated sediment by scraping or sweeping only unless flushed water drains to a controlled location. Cleared sediment shall be returned to a controlled location. 15.Unvegetated or thinly vegetated areas that are scheduled or likely to be left inactive for 7 days or more shall be temporarily or permanently seeded or otherwise stabilized as appropriate for the time of year unless such areas are routed through another appropriate and effective measure such as a sediment basin. 16.In the event that concrete is to be used during construction, a concrete washout shall be constructed at an appropriate location such as a construction entrance. Such washout location shall be located away from existing or proposed channels that carry or impound water. 17. Silt fence shall be placed as shown on the Stormwater Pollution Prevention Plan sheet prior to earth disturbance upstream from said fence. 18.Temporary seeding shall occur on all areas disturbed by construction or other areas indicated once they are at rough grade waiting for final or landscape grading to accept permanent seeding (see construciton Landscaping Plan). Postconstruction Inspection by Owner and Contractor: 1.After the Contractor has terminated land-disturbing activities and has implemented stormwater pollution prevention measures, he shall be responsible for scheduling an on-site walk-through with the Owner of the property to review the stormwater pollution prevention measures to ensure that adequate protection is in place to the satisfaction of the Owner. The Contractor shall also be responsible for removing temporary sediment control practices once permanent measures are in place and effective. Coordination for the removal of such temporary measures should be discussed at the walk-through with the Owner. 10.Location of proposed soil stockpiles, borrow, and/or disposal areas See sheet 4 11.Temporary and Permanent surface stabilization methods appropriate for each season See seeding mix information this page 12.Erosion and sediment control specifications for individual building lots Detailed, lot specific erosion control measures will be address with each individual Site Plan. 13.Material handling, storage, and spill prevention plan See Material handling section this page. 14.Contact information for the trained individual responsible for stormwater pollution prevention for the project site a.Name b.Address c.Telephone number d.E-mail address e.List of qualifications SWPPP for Post-Construction: 15.Description of potential pollutant sources associated with the proposed land use. See information on right side of this page. 16.Post-construction stormwater quality measures include : A)North Infiltration Trenchs/ Vegetated Swales B)Underground Detention Basin C)2 sumped inlet structures w/ SNOUTs I Location - See sheets 4, 5 & 7 II Dimensions - See sheets 4, 5, 7 & 13a & 13b III Sizing calculations - See report IV Detailed specifications - See sheet 4, 5, 7 & 13a & 13b V Construction details - See sheets 4, 5, 7 & 13a & 13b 17.Sequence describing stormwater quality measure implementation Primary WQ items (Infiltration trenchs) will be constructed prior to home construction. Development & Lot runoff protection will be maintained during entire construction schedule. 18.Stormwater quality measures to be implemented to prevent or minimize adverse impacts to stream and riparian habitats Infiltration trenches. 19.An operation and maintenance manual for all post-construction stormwater quality measures: A separate O & M manual will be provided. MATERIAL HANDLING AND SPILL PREVENTION PLAN The Contractor shall provide a stone surface material staging area. The Contractor shall be required to manage his wastes such that wastes are disposed of properly away from the site. Littering, burying of trash and waste materials, and rinsing of waste receptacles on the site are prohibited. In general, repair of equipment and use of liquids and fuels shall be avoided when possible on the site. When used on-site, all liquid material shall be stored in a weather-proof, vandalism resistant enclosure or removed from the site during non-work hours. An on-site fueling area shall be designated as far away as possible from existing or proposed drainage channels and inlet structures so that spills can be contained and be kept away from areas that drain to adjacent waterways. If more than 200 gallons of fuel is stored on-site, appropriate temporary containment facilities shall be placed to prevent migration of spills. All materials shall be handled, applied, and disposed of in strict accordance with these plans and with manufacturer's recommendations. Spills on pavement or impervious surfaces shall generally be cleaned up using absorbent materials such as cat littler and/or rags to contain its spread. Spills on dirt areas shall be contained using an earthen berm or dike followed by digging up and properly disposing the contaminated soil. Spills during rain shall be covered with tarp or other material to prevent contaminating runoff. Material handeling and storage associated with construction activities shall meet the spill prevention and spill response requirements in 327 IAC 2-6.1. Any accidents and spills shall be immediately reported to City of Carmel engineering Department (317-571-2441). In the case of large or hazardous spills, notify the local emergency response at 911 and Indiana Department of Environmental Management Spill Response at 888-233-7745. POTENTIAL POLLUTION SOURCES FROM PROPOSED LAND USE Potential pollutants include oils, hydrocarbons, and metals associated with vehicular activity, litter, and salts. SEQUENCE OF CONSTRUCTION AND STORMWATER POLLUTION PREVENTION MEASURES 1.Inspect and maintain stormwater pollution prevention measures as detailed in Item B2 and in these plans continuing until vegetation has been established and construction activity is complete to help prevent sediment and pollutants from entering storm sewers and the existing or proposed ponds or drainageways. 2.After acceptance of the project following the on-site walk-through with the site Contractor detailed in Item B2 above, inspection and maintenance of all common areas and infrastucture improvements shall be the responsibility of the Owner or his designee. Post-construction stormwater measures include reducing or eliminating surface runoff and controlling sources of pollutants and includes the following items: a) Swales w/ under drains. b) Reducing direct runoff from impervious surfaces into storm sewers and streets whenever possible and directing it to vegetated swales. c) Vegetated strips and swales. d) Conservation of existing natural wooded areas whenever possible. e) Permanent seeding and planting of trees to reduce effect of new or existing impervious surface. f) Outlet protection and dissipation measures. g) Inspection, maintenance, repair, and/or cleaning of parking lot, storm inlets, vegetation, swales, or other stormwater quality measures by the Owner. 8. Sumped storm sewer structures. DETAILS AND MAINTENANCE OF STORMWATER POLLUTION PREVENTION MEASURES DURING CONSTRUCTION Practice 3.01-Temporary Gravel Entrance/Exit. Place six-inches minimum depth of 2-3 inch washed stone (INDOT CA No.2) with geotextile fabric underlayment. Area to be covered is as shown on the erosion control plan. Culverts shall be placed under the pad as necessary to maintain roadside drainage. Maintenance Requirements: Contractor shall inspect the entrance weekly and after storm events. Entrance shall be reshaped as necessary for drainage and runoff control. Topdress entrance with clean stone as needed. Sediment tracked onto roads shall be removed immediately by brushing or sweeping. Any damage to the pavement shall be immediately repaired. Practice 3.02-Topsoil (Salvage and Utilization). Contractor shall stockpile suitable topsoil material to be used for final lot grading. Stockpiles shall be protected against erosion by placing silt fence or straw bale barriers on downstream side of pile. Stockpiles used for more than six months shall be temporarily seeded, covered with a tarp, or surrounded by a sediment barrier (silt fence or straw bales). Before reapplying topsoil, subsoil shall be graded and roughened by disking to a depth of 3-4 inches. Maintenance Requirements: Contractor shall inspect newly topsoiled areas on a weekly basis until vegetation is established. Eroded areas shall be repaired and revegetated immediately. Practice 3.03-Surface Roughening. All areas that are to be stabilized with vegetation shall be roughened by bulldozer cleats, disk, tiller, or other methods. All graded areas that are not stabilized immediately shall also be roughened. DETAILS AND MAINTENANCE OF POST-CONSTRUCTION STORMWATER QUALITY MEASURES Parking lot/street sweeping/cleaning schedule: (For private streets) Each Spring following the anticipated last snowfall of the season, the Owner shall have the parking lot/streets cleaned to remove any remaining grit, salt, sand, and other materials from the pavement. (For public streets) The governmental agency responsible for maintenance of the accepted streets will be responsible for the scheduled cleaning/sweeping of the proposed streets. Storm Inlet Inspection and Maintenance: (For private sewer) Storm inlets on the site shall be inspected at the same time as the parking lot/street cleaning each Spring. Inlets shall be cleaned and/or repaired as deemed necessary by the inspection. (For public sewer) The governmental agency responsible for maintenance of the accepted streets and/or storm sewer will be responsible for inspection, maintenance, and cleaning of the storm inlets. Vegetated Area Inspection and Maintenance: Any vegetated areas owned or under the control of the Owner shall be inspected during regular lawn care activities. Any bare or thinly vegetated areas shall be seeded or otherwise cared for to reestablish vegetation in such areas. PART OF THE NE 1/4, SECTION 25, TOWNSHIP 18 NORTH, RANGE 3 EAST, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA PARCEL NO: 16-09-25-12-01-044.000 &16-09-25-12-01-042.000 PART OF THE NE QUARTER OFSECTION 25, TOWNSHIP 18 NORTH,RANGE 3 EASTCLAY TOWNSHIPHAMILTON COUNTY, INDIANA DWG:DATE:CHK:FB:FIELD WORK:17-099 9OF148/22/2017---8/21/2017STORM WATER POLLUTION PREVENTION PLAN Purpose To provide ingress/egress to a construction site and minimize tracking of mud and sediment onto public roadways. Dimensions Width - 20 feet minimum or full width of entrance/exit roadway, whichever is greater. Length - 150 feet minimum (length can be shorter for small sites). Thickness - eight inches minimum. Installation 1. Remove all vegetation and other objectionable material from the foundation area. 2. Grade foundation and crown for positive drainage. If the slope of the construction entrance is toward a public road and exceeds two percent, construct an eight inch high diversion ridge with a ratio of 3-to-1 side slopes across the foundation area about 15 feet from the entrance to divert runoff away from the road (see Temporary Construction Ingress/Egress Pad Cross- Section View Worksheet). 3. Install a culvert pipe under the pad if needed to maintain proper public road drainage. 4. If wet conditions are anticipated, place geotextile fabric on the graded foundation to improve stability. 5. Place aggregate (INDOT CA No. 2) to the dimensions and grade shown in the construction plans, leaving the surface smooth and sloped for drainage. 6. Top-dress the first 50 feet adjacent to the public roadway with two to three inches of washed aggregate (INDOT CA No. 53) [optional, used primarily where the purpose of the pad is to keep soil from adhering to vehicle tires]. 7. Where possible, divert all storm water runoff and drainage from the ingress/egress pad to a sediment trap or basin. Materials One to two and one-half inch diameter washed aggregate [Indiana Department of Transportation Course Aggregate No. 2 (see Appendix D)]. One-half to one and one-half inch diameter washed aggregate [INDOT CA No. 53 (see Appendix D)]. Geotextile fabric underlayment (see Appendix C) (used as a separation layer to prevent intermixing of aggregate and the underlying soil material and to provide greater bearing strength when encountering wet conditions or soils with a seasonal high water table limitation). Maintenance Inspect daily. Reshape pad as needed for drainage and runoff control. Top dress with clean aggregate as needed. Immediately remove mud and sediment tracked or washed onto public roads. Flushing should only be used if the water can be conveyed into a sediment trap or basin. Purpose To provide vegetative cover where permanent seeding is not desirable or practical. To reduce erosion and sedimentation damage by stabilizing disturbed areas. To reduce problems associated with mud or dust from unvegetated soil surfaces during construction. To reduce sediment-laden storm water runoff from being transported to downstream areas. To improve visual aesthetics of construction areas. Specifications - Seedbed Preparation Grade and apply soil amendments. Seeding Frequency Seed rough graded areas daily while soil is still loose and moist. Density of Vegetative Cover Eighty percent or greater over the soil surface. Table 1. Temporary Seeding Specifications Seed Species1 Rate per Acre Planting Depth Optimum Dates2 Wheat or Rye 150 lbs. WRòLQFKHV Sept. 15 - Oct. 30 Spring Oats 100 lbs. 1 inch March 1 - April 15 Annual Ryegrass 40 lbs. óLQFK March 1 - May 1 Aug. 1 - Sept. 1 German Millet 40 lbs. 1 to 2 inches May 1 - June 1 Sudangrass 35 lbs. 1 to 2 inches May 1 - July 30 Buckwheat 60 lbs. 1 to 2 inches April 15 - June 1 Corn (broadcast) 300 lbs. 1 to 2 inches May 11 - Aug. 10 Sorghum 35 lbs. 1 to 2 inches May 1 - July 15 1 Perennial species may be used as a temporary cover, especially if the area to be seeded will remain idle for more than one year (see Permanent Seeding on page 35). 2 Seeding done outside the optimum seeding dates increases the chances of seeding failure. Dates may be extended or shortened based on the location of the project site within the state. Notes: Mulch alone is an acceptable temporary cover and may be used in lieu of temporary seeding, provided that it is appropriately anchored. A high potential for fertilizer, seed, and mulch to wash exists on steep banks, cuts, and in channels and areas of concentrated flow. Materials Soil Amendments - Select materials and rates as determined by a soil test (contact your county soil and water conservation district or cooperative extension office for assistance and soil information, including available soil testing services) or 400 to 600 pounds of 12-12-12 analysis fertilizer, or equivalent. Consider the use of reduced phosphorus application where soil tests indicate adequate phosphorous levels in the soil profile. Seed - Select appropriate plant species seed or seed mixtures on the basis of quick germination, growth, and time of year to be seeded (see Table 1). Mulch - Straw, hay, wood fiber, etc. (to protect seedbed, retain moisture, and encourage plant growth). Anchored to prevent removal by wind or water or covered with manufactured erosion control blankets. TEMPORARY SEEDING Seedbed Preparation 1. Test soil to determine pH and nutrient levels. 2. Apply soil amendments as recommended by the soil test. If testing is not done, apply 400 to 600 pounds per acre of 12-12-12 analysis fertilizer, or equivalent. 3. Work the soil amendments into the upper two to four inches of the soil with a disk or rake operated across the slope. Seeding 1. Select a seed species or an appropriate seed mixture and application rate from Table 1. 2. Apply seed uniformly with a drill or cultipacker seeder or by broadcasting. Plant or cover seed to the depth shown in Table 1. 3. Inspect within 24 hours of each rain event and at least once every seven calendar days. 4. Check for erosion or movement of mulch and repair immediately. 5. Monitor for erosion damage and adequate cover (80 percent density); reseed, fertilize, and apply mulch where necessary. 6. If nitrogen deficiency is apparent, top-dress fall seeded wheat or rye seeding with 50 pounds per acre of nitrogen in February or March. Application Notes: 1. If drilling or broadcasting the seed, ensure good seed-to-soil contact by firming the seedbed with a roller or cultipacker after completing seeding operations. 2. Daily seeding when the soil is moist is usually most effective. 3. If seeding is done with a hydroseeder, fertilizer and mulch can be applied with the seed in a slurry mixture. 4. Apply mulch and anchor it in place. PERMANENT SEEDING Purpose To provide permanent vegetative cover and improve visual aesthetics of a project site. To reduce erosion and sedimentation damage by stabilizing disturbed areas. To reduce problems associated with mud or dust from unvegetated soil surfaces. To reduce sediment-laden storm water runoff from being transported to downstream areas. Seedbed Preparation Grade and apply soil amendments. Seeding Frequency Seed final graded areas daily while soil is still loose and moist. Density of Vegetative Cover Ninety percent or greater over the soil surface. Materials Soil Amendments - Select materials and rates as determined by a soil test (contact your county soil and water conservation district or cooperative extension office for assistance and soil information, including available soil testing services) or 400 to 600 pounds of 12-12-12 analysis fertilizer, or equivalent. Consider the use of reduced phosphorus application where soil tests indicate adequate phosphorous levels in the soil profile. Seed - Select an appropriate plant species seed or seed mixture on the basis of soil type, soil pH, region of the state, time of year, and intended land use of the area to be seeded (see Table 1). Mulch - Straw, hay, wood fiber, etc. (to protect seedbed, retain moisture, and encourage plant growth). Anchored to prevent removal by wind or water or covered with premanufactured erosion control blankets. Site Preparation 1. Grade the site to achieve positive drainage. 2. Add topsoil or compost mulch to achieve needed depth for establishment of vegetation. (Compost material may be added to improve soil moisture holding capacity, soil friability, and nutrient availability.) Seedbed Preparation 1. Test soil to determine pH and nutrient levels. 2. Apply soil amendments as recommended by the soil test and work into the upper two to four inches of soil. If testing is not done, apply 400 to 600 pounds per acre of 12-12-12 analysis fertilizer, or equivalent. 3. Till the soil to obtain a uniform seedbed. Use a disk or rake, operated across the slope, to work the soil amendments into the upper two to four inches of the soil. Seeding Optimum seeding dates are March 1 to May 10 and August 10 to September 30. Permanent seeding done between May 10 and August 10 may need to be irrigated. Seeding outside or beyond optimum seeding dates is still possible with the understanding that reseeding or overseeding may be required if adequate surface cover is not achieved. Reseeding or overseeding can be easily accomplished if the soil surface remains well protected with mulch. 1. Select a seeding mixture and rate from Table 1. Select seed mixture based on site conditions, soil pH, intended land use, and expected level of maintenance. 2. Apply seed uniformly with a drill or cultipacker seeder (see Figure 1) or by broadcasting (see Figure 2). Plant or cover the seed to a depth of one-fourth to one-half inch. If drilling or broadcasting the seed, ensure good seed-to-soil contact by firming the seedbed with a roller or cultipacker after completing seeding operations. (If seeding is done with a hydroseeder (see Figure 3), fertilizer and mulch can be applied with the seed in a slurry mixture.) 3. Mulch all seeded areas and use appropriate methods to anchor the mulch in place. Consider using erosion control blankets on sloping areas and conveyance channels. Maintenance Inspect within 24 hours of each rain event and at least once every seven calendar days until the vegetation is successfully established. Characteristics of a successful stand include vigorous dark green or bluishgreen seedlings with a uniform vegetative cover density of 90 percent or more. Check for erosion or movement of mulch. Repair damaged, bare, gullied, or sparsely vegetated areas and then fertilize, reseed, and apply and anchor mulch. If plant cover is sparse or patchy, evaluate the plant materials chosen, soil fertility, moisture condition, and mulch application; repair affected areas either by overseeding or preparing a new seedbed and reseeding. Apply and anchor mulch on the newly seeded areas. If vegetation fails to grow, consider soil testing to determine soil pH or nutrient deficiency problems. (Contact your soil and water conservation district or cooperative extension office for assistance.) If additional fertilization is needed to get a satisfactory stand, do so according to soil test recommendations. Add fertilizer the following growing season. Fertilize according to soil test recommendations. Fertilize turf areas annually. Apply fertilizer in a split application. For cool-season grasses, apply one-half of the fertilizer in late spring and onehalf in early fall. For warm-season grasses, apply one-third in early spring, one-third in late spring, and the remaining one-third in middle summer. PERMANENT SEEDING This table provides several seed mixture options. Additional seed mixtures are available commercially. When selecting a mixture, consider intended land use and site conditions, including soil properties (e.g., soil pH and drainage), slope aspect, and the tolerance of each species to shade and drought. Seed Mixtures Rate per Acre Optimum Soil pH Pure Live Seed 1. Perennial ryegrass 70 lbs. - white clover1 2 lbs. 5.6 to 7.0 2. Perennial ryegrass 70 lbs. - tall fescue2 50 lbs. 5.6 to 7.0 3. Tall fescue2 70 lbs. - white clover1 2 lbs. 5.5 to 7.5 Seed Mixtures Rate per Acre Optimum Soil pH Pure Live Seed 1. Smooth brome grass 35 lbs. - red clover1 20 lbs. 5.5 to 7.0 2. Tall fescue2 50 lbs. - white clover1 2 lbs. 5.5 to 7.5 3. Tall fescue2 50 lbs - red clover1 20 lbs. 5.5 to 7.5 4. Orchard grass 30 lbs. - red clover1 20 lbs. 5.6 to 7.0 - white clover1 2 lbs. 5. Crownvetch1 12 lbs. - tall fescue2 30 lbs. 5.6 to 7.0 Seed Mixtures Rate per Acre Optimum Soil pH Pure Live Seed 1. Bluegrass 140 lbs. 5.5 to 7.0 2. Perennial ryegrass 60 lbs. (turf type)90 lbs. 5.6 to 7.0 3. Tall fescue (turf type)2 170 lbs. - bluegrass 30 lbs. 5.6 to 7.5 Seed Mixtures Rate per Acre Optimum Soil pH Pure Live Seed 1. Perennial ryegrass 150 lbs. - white1 2 lbs. 5.5 to 7.0 2. Kentucky bluegrass 20 lbs. - smooth bromegrass 10 lbs. - switchgrass 3 lbs. 5.5 to 7.5 - timothy 4 lbs. - perennial ryegrass 10 lbs. - white clover 2 2 lbs. 3. Tall fescue1 150 lbs. - white clover 2 2 lbs. 5.5 to 7.5 4. Tall fescue2 150 lbs. - perennial ryegrass 20 lbs. 5.5 to 7.5 - Kentucky bluegrass 20 lbs. 1 For best results: (a) legume seed should be inoculated; (b) seeding mixtures containing legumes should preferably be spring-seeded, although the grass may be fall-seeded and the legume frost-seeded; and (c) if legumes are fall-seeded, do so in early fall. 2 Tall fescue provides little cover for, and may be toxic to some species of wildlife. The Indiana Department of Natural Resources recognizes the need for additional research on alternatives such as buffalograss, orchardgrass, smooth bromegrass, and switchgrass. This research, in conjunction with demonstration areas, should focus on erosion control characteristics, wildlife toxicity, turf durability, and drought resistance. Notes: 1. An oat or wheat companion or nurse crop may be used with any of the above permanent seeding mixtures, at the following rates: (a) spring oats - one-fourth to three-fourths bushel per acre (b) wheat - no more than one-half bushel per acre 2. A high potential for fertilizer, seed, and mulch to wash exists on steep banks, cuts, and in channels and areas of concentrated flow. Purpose To trap sediment from small, disturbed areas by reducing the velocity of sheet flow. Silt fences capture sediment by ponding water to allow deposition, not by filtration. Note: Silt fence is not recommended for use as a diversion and should not be used across a stream, channel, ditch, swale, or anywhere that concentrated flow is anticipated. Drainage Area Limited to one-quarter acre per 100 linear feet of fence. Further restricted by slope steepness (see Table 1). Effective Life Six months (maximum). Location Installed parallel to the slope contour. Minimum of 10 feet beyond the toe of the slope to provide a broad, shallow sediment pool. Accessible for maintenance (removal of sediment and silt fence repair). Specifications Spacing Table 1. Slope Steepness Restrictions Percent Slope Maximum Distance < 2% < 50:1 100 feet 2% - 5% 50:1 to 20:1 75 feet 5% - 10%(1) 20:1 to 10:1 50 feet 10% - 20%(1) 10:1 to 5:1 25 feet > 20%(1) > 5:1 15 feet 1 Consider other alternatives. Note: Multiple rows of silt fence are not recommended on the same slope. Trench Depth - eight inches minimum. Width - four inches minimum. After installing fence, backfill with soil material and compact (to bury and anchor the lower portion of the fence fabric). Note: An alternative to trenching is to use mechanical equipment to plow in the silt fence. Materials and Silt Fence Specifications Fabric - woven or non-woven geotextile fabric meeting specified minimums outlined in Table 2. Table 2. Geotextile Fabric Specifications for Silt Fence (minimum) Physical Property Woven Non-Woven Geotextile Fabric Geotextile Fabric Filtering efficiency 85% 85% Textile strength at 20% elongation Standard strength 30 lbs. per linear inch 50 lbs. per linear inch Extra strength 50 lbs. per linear inch 70 lbs. per linear inch Slurry flow rate 0.3 gal./min./square feet 4.5 gal./min./square feet Water flow rate 15 gal./min./square feet 220 gal./min./square feet UV resistance 70% 85% Post spacing 7 feet 5 feet Note: Silt fences can be purchased commercially. Height - a minimum of 18 inches above ground level (30 inches maximum). Reinforcement - fabric securely fastened to posts with wood lathe. Support Posts- 2 x 2 inch hardwood posts. Steel fence posts may be substituted for hardwood posts (steel posts should have projections for fastening fabric). Spacing- Eight feet maximum if fence is supported by wire mesh fencing. Six feet maximum for extra-strength fabric without wire backing. Installation Prefabricated silt fence 1. Lay out the location of the fence so that it is parallel to the contour of the slope and at least 10 feet beyond the toe of the slope to provide a sediment storage area. Turn the ends of the fence up slope such that the point of contact between the ground and the bottom of the fence end terminates at a higher elevation than the top of the fence at its lowest point (see Exhibit 1). 2. Excavate an eight-inch deep by four-inch wide trench along the entire length of the fence line (see Exhibit 2). Installation by plowing is also acceptable. 3. Install the silt fence with the filter fabric located on the up-slope side of the excavated trench and the support posts on the down-slope side of the trench. 4. Drive the support posts at least 18 inches into the ground, tightly stretching the fabric between the posts as each is driven into the soil. A minimum of 12 inches of the filter fabric should extend into the trench. (If it is necessary to join the ends of two fences, use the wrap joint method shown in Exhibit 3.) 5. Lay the lower four inches of filter fabric on the bottom of the trench and extend it toward the up-slope side of the trench. 6. Backfill the trench with soil material and compact it in place. Note: If the silt fence is being constructed on-site, attach the filter fabric to the support posts (refer to Tables 1 and 2 for spacing and geotextile specifications) and attach wooden lathe to secure the fabric to the posts. Allow for at least 12 inches of fabric below ground level. Complete the silt fence installation, following steps 1 through 6 above. Maintenance Inspect within 24 hours of a rain event and at least once every seven calendar days. If fence fabric tears, starts to decompose, or in any way becomes ineffective, replace the affected portion immediately. Note: All repairs should meet specifications as outlined within this measure. Remove deposited sediment when it is causing the filter fabric to bulge or when it reaches one-half the height of the fence at its lowest point. When contributing drainage area has been stabilized, remove the fence and sediment deposits, grade the site to blend with the surrounding area, and stabilize. Purpose To capture sediment at the entrance to a storm drain inlet, allowing full use of the storm drain system during the construction period. Note: This measure is not recommended for paved surfaces due to inability to entrench the fabric and lack of an anchoring system. Note: Alternative support systems may be substituted for hardwood posts and cross braces. Contributing Drainage Area One acre maximum. Effective Life Six months (maximum). Capacity Runoff from a two-year frequency, 24-hour storm event entering a storm drain without bypass flow. Geotextile Structure Height - 12 to 18 inches, measured from top of storm drain inlet. Post spacing - 36-inch maximum spacing between posts. Frame support - bracing to strengthen integrity of the structure. (Structure must withstand 12-foot head of water and sediment without collapsing or undercutting.) GEOTEXTILE FABRIC DROP INLET PROTECTION Materials Support posts 2 x 2 inch or 2 x 4 inch hardwood posts. Three feet length, minimum. 1 x 2 inch or 1 x 3 inch hardwood cross bracing lumber. Lathe. Staples or nails. Geotextile fabric Table 1. Geotextile Fabric Specifications Physical Property Woven Non-Woven Filtering Efficiency 85% 85% UV Resistance 70% 85% (Inhibitors and stabilizers to ensure six month minimum life DWWHPSHUDWXUHVRIWR) Tensile Strength at 20% Elongation: Standard Strength 30 lbs./linear inch 50 lbs./linear inch Extra Strength 50 lbs./linear inch 70 lbs./linear inch Slurry Flow Rate 0.3 gal./min./sq. ft. 4.5 gal./min./sq. ft. Water Flow Rate 15 gal./min./sq. ft. 220 gal./min./sq. ft. Installation 1. Dig an eight-inch deep, four-inch wide trench around the perimeter of the inlet. 2. If using pre-assembled geotextile fabric and posts, drive the posts into the soil, tightly stretching the geotextile fabric between posts as each is driven. (Posts must be placed on the inlet side of the anchor trench with the geotextile fabric on the side of the trench farthest from the inlet.) Note: If assembling the geotextile fabric and posts on-site, drive the posts into the soil and then secure the geotextile fabric to the posts by placing a piece of lathe over the fabric and fastening it to the post (stretching the fabric between posts as it is fastened). 3. Use the wrap join method when joining posts (see Silt Fence on page 215). 4. Place the bottom 12 inches of geotextile fabric into the eight-inch deep trench, laying the remaining four inches in the bottom of the trench and extending away from the inlet. 5. Backfill the trench with soil material and compact it in place. 6. Brace the posts by nailing braces into each corner post or utilize rigid panels to support fabric. Note: In situations where storm water may bypass the structure, either: Set the top of the geotextile fabric filter at least six inches lower than the ground elevation on the down-slope side of the storm drain inlet, Build a temporary dike, compacted to six inches higher than the fabric, on the down-slope side of the storm drain inlet, AND/OR Use in conjunction with excavated drop inlet protection. Maintenance Inspect daily. Inspect geotextile fabric and make needed repairs immediately. Remove sediment from pool area to provide storage for the next storm event. Avoid damaging or undercutting fabric during sediment removal. When contributing drainage area has been stabilized, remove sediment, properly dispose of all construction material, grade area to the elevation of the storm drain inlet top, then stabilize immediately.OFFICE:803 S. Ohio StreetSheridan, In. 46069Ph. 317-696-3594Fx: 317-758-5510Alandsurveyor@yahoo.comJDHJDHŽƉǇƌŝŐŚƚΞďǇ:,Ăůů>ĂŶĚ^ƵƌǀĞǇŝŶŐ͕ϮϬϭϳPART OF THE NE 1/4, SECTION 25, TOWNSHIP 18 NORTH, RANGE 3 EAST, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA PARCEL NO: 16-09-25-12-01-044.000 &16-09-25-12-01-042.000 PART OF THE NE QUARTER OFSECTION 25, TOWNSHIP 18 NORTH,RANGE 3 EASTCLAY TOWNSHIPHAMILTON COUNTY, INDIANA DWG:DATE:CHK:FB:FIELD WORK:17-099 10OF148/22/2017---8/21/2017STORM WATER POLLUTION PREVENTION PLAN OFFICE:803 S. Ohio StreetSheridan, In. 46069Ph. 317-696-3594Fx: 317-758-5510Alandsurveyor@yahoo.comJDHJDHŽƉǇƌŝŐŚƚΞďǇ:,Ăůů>ĂŶĚ^ƵƌǀĞǇŝŶŐ͕ϮϬϭϳPART OF THE NE 1/4, SECTION 25, TOWNSHIP 18 NORTH, RANGE 3 EAST, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA PARCEL NO: 16-09-25-12-01-044.000 &16-09-25-12-01-042.000 PART OF THE NE QUARTER OFSECTION 25, TOWNSHIP 18 NORTH,RANGE 3 EASTCLAY TOWNSHIPHAMILTON COUNTY, INDIANAPractice 3.17-Erosion Control Blanket. Organic or synthetic mulch incorporated into a polypropylene or similar netting material. Immediately upon grading and topsoil placement of swale or area to receive blanket and seed, place seed and erosion control blanket in accordance with manufacturer's recommendations including proper blanket anchoring as recommended by the manufacturer. If a delay occurs prior to placement of seed and/or blanket, place a straw bale dam, rock dam, or other measure at the downstream end of the swale or area receiving blanket and seed as indicated on the erosion control plan. Maintenance Requirements: During the period of vegetative establishment, inspect after storm events for any erosion below the blanket. Pull back and anchor any areas showing erosion according to the manufacturer's recommendations. EROSION CONTROL BLANKET FASTENER FASTENER 3' - 0" MAX. CTRS. TAMPED NATIVE SOIL EROSION CONTROL BLANKET FLOW FASTENER ANCHOR TRENCH SECTION SHINGLE SPLICE SECTION 6" MIN. EDGE OR END OVERLAP FLOW TAMPED NATIVE SOIL EROSION CONTROL BLANKET SECTION FASTENER 6" MAX. CTRS. CHECK SLOT FASTENER 6" MAX. CTRS. FLOW TAMPED NATIVE SOIL 6" MIN. 6" MIN. 6" MIN. 6" MIN. 6" MIN. SECTION INITIAL ANCHOR FASTENER 3' - 0" MAX. CTRS. EROSION CONTROL BLANKET FASTENER 3' - 0" MAX. CTRS. FASTENER TYP. BLANKET ENDS BLANKET EDGES 6" MIN. END OVERLAP INITIAL ANCHOR (SEE SECTION) ANCHOR TRENCH (SEE SECTION) SHINGLE SPLICE(SEE SECTION) 6" MAX. CTRS. TYP. 1' - 6" MAX. CTRS. TYP. î75(1&+ PERSPECTIVE VIEW EROSION CONTROL BLANKET INSTALLATION DETAIL N.T.S. NOTES 1.START BLANKET AT TOP OF THE SWALE AND ROLL IN THE DIRECTION OF THE WATER FLOW IN THE SWALE. 2. MORE THAN THE MINIMUM OF ONE FASTENER PER SQUARE YARD MAY BE REQUIRED DUE TO CONDITIONS SUCH AS BLANKET COMPOSITION, SOIL TYPE, SURFACE UNIFORMITY, AND FLOW VELOCITY. 3. ROLL ENDS MAY BE SPLICED IN A CHECK SLOT. 4. REFER TO MANUFACTURERS RECOMMENDATIONS FOR SPECIFICS ON CHANNEL PLACEMENT AND STAPLE PATTERS. CHECK SLOT(SEE SECTION) 3' - 0" MAX. CTRS. TYP. 3" TOPSOIL 0'-6' CHANNEL BOTTOM WIDTH 1 3 MAX 3:1 SLOPE MAX 3:1 SLOPE A MINUMUM OF 12" (3' HORIZONTAL) OF THE CHANNEL SLOPE SHALL BE COVERED BY BLANKET. REMAINDER OF CHANNEL SLOPE TO BE PERMANENT SEEDED. FINISH GRADE, SEEDED AND STRAW MULCHED FINISH GRADE, SEEDED AND STRAW MULCHED S-75 EROSION CONTROL BLANKET AS MANUFACTURED BY NORTH AMERICAN GREEN OR APPROVED EQUAL. CONCRETE WASHOUT DETAIL NOTES: 1. CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE. 2. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. 3. THE CONCRETE WASHOUT AREA SHALL BE PREPARED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE. 4. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN APPROVED WASTE SITE. 5. WHEN THE CONCRETE WASHOUT IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN AN APPROPRIATE MANNER. SIGN TO INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA BERM AROUND PERIMETER 12"COMPACTED EMBANKMENT MATERIAL (TYP.) 15' X 15' MIN. OR AS REQUIRED TO CONTAIN WASTE CONCRETE 2' (MIN.) 12"(MIN.) GROUND SURFACE 3:1 OR FLATTER SIDE SLOPES 10MIL POLY BARRIER REQUIRED 1 1 2 2 3 3 4 4 A A B B C C D D SHEET 1 OF 1 DWG NOSIZE SCALE REV FLEXSTORM CATCH-IT INLET FILTERS FOR ROUND OPENINGS FLEXSTORM CATCH-IT INLET FITLERS FOR CURB BOX OPENINGS (MAGNETIC CURB FLAP) FLEXSTORM CATCH-IT INLET FITLERS FOR SQUARE/RECTANGULAR OPENINGS IPP Flexstorm HD SpecificationsCA DWG:DATE:CHK:FB:OFFICE:803 S. Ohio StreetSheridan, In. 46069Ph. 317-696-3594Fx: 317-758-5510FIELD WORK:17-099 11OF14JDHJDH8/22/2017---8/21/2017CONSTRUCTION DETAILS ŽƉǇƌŝŐŚƚΞďǇ:,Ăůů>ĂŶĚ^ƵƌǀĞǇŝŶŐ͕ϮϬϭϳ1/16/2017 PART OF THE NE 1/4, SECTION 25, TOWNSHIP 18 NORTH, RANGE 3 EAST, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA PARCEL NO: 16-09-25-12-01-044.000 &16-09-25-12-01-042.000 PART OF THE NE QUARTER OFSECTION 25, TOWNSHIP 18 NORTH,RANGE 3 EASTCLAY TOWNSHIPHAMILTON COUNTY, INDIANA DWG:DATE:CHK:FB:OFFICE:803 S. Ohio StreetSheridan, In. 46069Ph. 317-696-3594Fx: 317-758-5510FIELD WORK:17-099 12OF14JDHJDH8/22/2017---8/21/2017ŽƉǇƌŝŐŚƚΞďǇ:,Ăůů>ĂŶĚ^ƵƌǀĞǇŝŶŐ͕ϮϬϭϳ1/16/2017 PART OF THE NE QUARTER OFSECTION 25, TOWNSHIP 18 NORTH,RANGE 3 EASTCLAY TOWNSHIPHAMILTON COUNTY, INDIANACONSTRUCTION DETAILSPART OF THE NE 1/4, SECTION 25, TOWNSHIP 18 NORTH, RANGE 3EAST, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANAPARCEL NO: 16-09-25-12-01-044.000&16-09-25-12-01-042.000 DWG:DATE:CHK:FB:OFFICE:803 S. Ohio StreetSheridan, In. 46069Ph. 317-696-3594Fx: 317-758-5510FIELD WORK:17-099 13OF14JDHJDH8/22/2017---8/21/2017ŽƉǇƌŝŐŚƚΞďǇ:,Ăůů>ĂŶĚ^ƵƌǀĞǇŝŶŐ͕ϮϬϭϳ1/16/2017 PART OF THE NE QUARTER OFSECTION 25, TOWNSHIP 18 NORTH,RANGE 3 EASTCLAY TOWNSHIPHAMILTON COUNTY, INDIANACONSTRUCTION DETAILS PART OF THE NE 1/4, SECTION 25, TOWNSHIP 18 NORTH, RANGE 3 EAST, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA PARCEL NO: 16-09-25-12-01-044.000 &16-09-25-12-01-042.000 DWG:DATE:CHK:FB:OFFICE:803 S. Ohio StreetSheridan, In. 46069Ph. 317-696-3594Fx: 317-758-5510FIELD WORK:17-099 13AOF14JDHJDH8/22/2017---8/21/2017ŽƉǇƌŝŐŚƚΞďǇ:,Ăůů>ĂŶĚ^ƵƌǀĞǇŝŶŐ͕ϮϬϭϳ1/16/2017 PART OF THE NE QUARTER OFSECTION 25, TOWNSHIP 18 NORTH,RANGE 3 EASTCLAY TOWNSHIPHAMILTON COUNTY, INDIANACONSTRUCTION DETAILS PART OF THE NE 1/4, SECTION 25, TOWNSHIP 18 NORTH, RANGE 3 EAST, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA PARCEL NO: 16-09-25-12-01-044.000 &16-09-25-12-01-042.000 DWG:DATE:CHK:FB:OFFICE:803 S. Ohio StreetSheridan, In. 46069Ph. 317-696-3594Fx: 317-758-5510FIELD WORK:17-099 13BOF14JDHJDH8/22/2017---8/21/2017ŽƉǇƌŝŐŚƚΞďǇ:,Ăůů>ĂŶĚ^ƵƌǀĞǇŝŶŐ͕ϮϬϭϳ1/16/2017 PART OF THE NE QUARTER OFSECTION 25, TOWNSHIP 18 NORTH,RANGE 3 EASTCLAY TOWNSHIPHAMILTON COUNTY, INDIANACONSTRUCTION DETAILS PART OF THE NE 1/4, SECTION 25, TOWNSHIP 18 NORTH, RANGE 3 EAST, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA PARCEL NO: 16-09-25-12-01-044.000 &16-09-25-12-01-042.000 ALLEY 815 820 825 830 821.870+00 820.90821.9819.87821.91+00 818.11818.0817.93819.01+65 PROPOSED GRADE EXISTING GRADE 1.00%0.50%BEGIN ALLEY PAVEMENTSTA: 0+14.14ELEV =822.10LOW POINTSTA: 0+89.18ELEV = 821.74END ALLEY PAVEMENTSTA: 1+18ELEV = 822.04EXISTING C/LELEV =821.87DWG:DATE:CHK:FB:OFFICE:803 S. Ohio StreetSheridan, In. 46069Ph. 317-696-3594Fx: 317-758-5510FIELD WORK:17-099 13COF14JDHJDH8/22/2017---8/21/2017ŽƉǇƌŝŐŚƚΞďǇ:,Ăůů>ĂŶĚ^ƵƌǀĞǇŝŶŐ͕ϮϬϭϳ1/16/2017 PART OF THE NE QUARTER OFSECTION 25, TOWNSHIP 18 NORTH,RANGE 3 EASTCLAY TOWNSHIPHAMILTON COUNTY, INDIANACONSTRUCTION DETAILS PART OF THE NE 1/4, SECTION 25, TOWNSHIP 18 NORTH, RANGE 3 EAST, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA PARCEL NO: 16-09-25-12-01-044.000 &16-09-25-12-01-042.000 CITY OF CARMEL CONCRETE CURB POLICY 1)General A)The work subject to the requirements of this policy shall include the production, hauling/delivery, excavation for, placing, installation, jointing, curing, finishing, and other work necessary to prepare foundations and soil subgrades, install aggregate bases and install concrete curbing within property within the corporate limits of the City of Carmel and existing or proposed right-of-way. B)This policy shall be the basis for acceptance of the work by the City. Failure to adhere to the requirements of this policy may result in non-acceptance of the work or other remedies outlined in this policy. C)Workmanship, materials and quality of the work completed shall conform to the 2006 Standard Specifications of the Indiana Department of Transportation (hereinafter referred to as Standard Specifications), except where deviations are allowed or specified herein, or variances are granted. D)Where the minimum standards of any other governmental agency having concurrent jurisdiction exceed these standards, the higher standards shall apply. E)If any plan or other note or specification on the approved construction documents exceeds the minimum standards of this policy, the higher standards shall apply. F)Nothing contained herein shall be construed as prohibiting the design and construction of improvements meeting higher standards, nor as discouraging petitions to appropriate governing bodies for variances for alternatives which can be supported by advances in technology and are approved by other agencies with concurrent jurisdiction. G)All work shall comply with the requirements of Section 105.03 of the Standard Specifications. H)For the purposes of this policy, where the term Engineer is used in this policy and the Standard Specifications, it shall mean: a)The Carmel City Engineer, staff of the Department of Engineering, other personnel employed by the City of Carmel, or authorized agent(s) that may be retained to represent the City of Carmel. ii)The Hamilton County Highway Engineer, staff of the Hamilton County Highway Department, other personnel employed by Hamilton County, or authorized agent(s) that may be retained to represent Hamilton County Highway, depending on the location of the work. I)Authority of the Engineer over the work shall be per Section 105.01 of the Standard Specifications. J)Prior to commencing the work, the Contractor performing the work shall contact the Engineer to schedule a pre-construction meeting to review the Engineer's construction requirements, staff notification requirements, required inspections for certain stages of the work and to review the authority of the Engineer as it relates to the work. K)Under no circumstances shall work subject to the standards established by this policy commence without obtaining approved construction drawings by the City of Carmel Department of Engineering. L)At the sole discretion of the Engineer, the portions of this policy related to inspections and testing of work subject to the requirements of this policy outside of the right-of-way shall be determined at the pre-construction meeting. M)Dimensional and other standards for concrete curb shall be in accordance with the City of Carmel Standard Details. N)Under no circumstances shall material other than Portland Cement Concrete meeting the standards established by this policy be utilized to construct concrete curbs within the corporate limits of the City of Carmel. O)Under no circumstances shall extruded type curb be installed within the corporate limits of the City of Carmel. 2)Foundation A)General i)This work shall consist of the construction/preparation of the foundation in accordance with Section 105.03 of the Standard Specifications. ii)The foundation shall be prepared in accordance with Section 605.03(a) of the Standard Specifications and the requirements of this policy. B)Excavation and Embankment i)Prior to beginning excavation and embankment operations, all 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 the Standard Specifications. All topsoil, vegetation, roots, stumps, friable and deleterious material shall be completely removed within the limits of the slope stakes. ii)Excavations (1)After excavation operations, all spongy and yielding material that does not readily compact shall be removed from within the slope stake limits and the resulting void shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications. (2)Any pronounced depressions within the slope stake limits resulting after excavation operations shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications. iii)Embankments (1)Embankments shall be constructed in accordance with Section 203 of the Standard Specifications. (2) All spongy and yielding material that does not readily compact shall be removed from within the slope stake limits prior to embankment operations. (3)Any pronounced depressions within the slope stake limits resulting after clearing, grubbing, scalping and topsoil removal shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications prior to embankment operations. (4)Prior to the construction of any embankment, the original ground surface within the limits of the slope stakes shall be leveled and the upper 6-inches shall be compacted in accordance with Section 203 of the Standard Specifications. (5)Embankments shall be shaped to be well drained and shall be protected to prevent erosion. (6)Loose depth of each embankment lift, final compacted depth, compaction method and compaction requirements shall be in accordance with Section 203 of the Standard Specifications. C)Soil Subgrades i)Subgrades shall be installed on foundations constructed in accordance with Section 2(A) and Section 2(B) of this policy and only after the installation of all utilities and subsurface drains indicated on the approved construction documents to be located under the pavement are completed. Trench backfilling work of these installations shall be in accordance with the City of Carmel Trench Backfilling specifications. ii)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 in accordance with Sections 207.02, 207.03 and 207.04 of the Standard Specifications. iv)Subgrades shall be inspected and approved by the Engineer before any aggregate base or concrete curbs are constructed. A proofroll shall be conducted in accordance with Section 203.26 of the Standard Specifications. Unacceptable areas shall be corrected to the satisfaction of the Engineer before the placement of any Aggregate Base or concrete curbing. v)At the discretion of the Engineer, Subgrade that has satisfactorily passed a proofroll, but remains uncovered for a period of 14 calendar days prior to placing Aggregate Base or concrete curbing or is subject to a measurable rain event prior to placing Aggregate Base or concrete curbing, shall be subject to additional proof rolls prior to placement of the Aggregate Base or concrete curbing. 3)Aggregate Bases A)General i) This work shall consist of placing a compacted Aggregate Base on a prepared soil subgrade in accordance with Section 105.03 of the Standard Specifications. ii)Aggregate Base materials shall be in accordance with Section 301.02 of the Standard Specifications. iii)The Aggregate Base material shall be obtained from a Certified Aggregate Producer in accordance with Section 917 of the Standard Specifications. 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. v)Aggregate Bases shall be constructed on approved soil subgrades and to thicknesses equal or greater than those indicated on the approved construction documents. B)Temperature and Seasonal Limitations i)The Aggregate Base shall be placed in accordance with the temperature limitations of Section 301.04 of the Standard Specifications. ii)Frozen material shall not be placed. iii)Aggregate Bases must be placed and pass proof roll prior to November 30 in order to allow paving in accordance with Section 4C(iv) of this policy. C)Preparation i)The prepared soil subgrade shall be free from objectionable or foreign materials at the time of placement. ii)The subgrade shall be subject to additional proof rolls in accordance with Section 203.26 of the Standard Specifications just prior to placing the Aggregate Base on the subgrade in accordance with Section 2C(v) of this policy. Unacceptable areas shall be corrected to the satisfaction of the Engineer before any Aggregate Base is placed. D)Spreading and Finishing i)The Aggregate Base shall be spread in accordance with Section 301.05 of the Standard Specifications. ii)The Aggregate Base shall be compacted in accordance with Section 301.06 of the Standard Specifications. iii)Concrete curb shall be placed over the Aggregate Base within 14 calendar days. Aggregate Bases that lay exposed for a period of time greater than 14 calendar days or experience a measurable rain event prior to the placement of concrete curb shall be subject to inspection and acceptance by the Engineer. At the discretion of the Engineer, additional proof rolls may be required. 4)Concrete Curb A)General i)This work shall consist of placing concrete curbing on prepared soil subgrades or Aggregate Bases in accordance with Section 105.03 of the Standard Specifications. ii) Concrete curb shall be constructed on prepared soil subgrades or Aggregate Bases to the dimensional standards of the applicable City of Carmel Standard Details or in accordance with the curbing details of the approved construction documents. iii)Materials used in the production of the concrete for the curbing shall be in accordance with Section 605.02 of the Standard Specifications. High early strength admixtures may be utilized but shall not be considered in waiving any requirements of this policy. Freeze protection admixtures shall not be utilized under any circumstances. iv)Equipment utilized for concrete curbing installation work, including but not limited to production, hauling/delivery, placing, installation, jointing, curing, finishing and miscellaneous/ancillary activity shall be in accordance with Section 508 of the Standard Specifications. v)Concrete production, mixing and hauling/delivery shall be in accordance with Section 502.10 of the Standard Specifications. vi)Installation of the concrete curbing indicated on the approved construction documents shall be completed in the same paving season. B)Preparation i)The soil subgrade or Aggregate Base shall be subject to additional proof rolls in accordance with Section 203.26 of the Standard Specifications just prior to placing the HMA courses in accordance with Section 2C(v) and 3D(iii) of this policy. Unacceptable areas shall be corrected to the satisfaction of the Engineer before placement of any concrete curbing. ii)All displacement or rutting of the soil subgrade or Aggregate Base shall be repaired prior to placing concrete curbing. C)Weather and Seasonal Limitations a)&RQFUHWHFXUELQJVKDOORQO\EHSODFHGLQDFFRUGDQFHZLWK6HFWLRQRIWKH6WDQGDUG6SHFLILFDWLRQVZLWKWKHH[FHSWLRQWKDWSODFHPHQWRSHUDWLRQVVKDOOQRWEHJLQXQWLOWKHDPELHQWWHPSHUDWXUHLV)DQGULVLQJ 3ODFHPHQWRSHUDWLRQVVKDOOEHGLVFRQWLQXHGZKHQWKHDPELHQWWHPSHUDWXUHLVGHVFHQGLQJDQGLV)RUEHORZ$WWKHGLVFUHWLRQRIWKH(QJLQHHUFRQFUHWHPD\EHSODFHGDWDPELHQWWHPSHUDWXUHVOHVVWKDQQRWHGDERYH provided that placement, jointing, finishing and curing operations conform to Sections 502.11 and 702.11 of the Standard Specifications. ii)No mixture shall be placed on a frozen subgrade or Aggregate Base. iii)Under no circumstances shall concrete curb be placed between December 15 and March 30. If a soil subgrade or Aggregate Base over which concrete curb is to placed, is placed and approved by the City prior to November 30, placement of the concrete curb will be allowed up to December 15, provided that the ambient and soil subgrade or Aggregate Base surface temperature complies with the requirements of Section 4C(i) of this policy and the paving contractor pay for the services of a full time construction inspector and who shall act as an authorized agent of the Engineer. The Engineer shall select the construction inspector. v)If the ambient and soil subgrade or Aggregate Base surface temperature complies with the requirements of Section 4C(i) of this policy between April 1 and April 15, concrete curb shall be allowed to be placed on an approved soil subgrade or Aggregate Base provided that the paving contractor pay for the services of a full time construction inspector and who shall act as an authorized agent of the Engineer. The Engineer shall select the construction inspector. vi)The Engineer reserves the right to suspend all concrete curb placement operations if, in the opinion of the Engineer, that prevailing weather conditions and/or the condition of the Subgrade and/or the Aggregate Base may result in substandard concrete curb placement, curing and finishing. D)Placement i)Concrete curb shall be placed in accordance with Section 502.09, 502.12 and 605.04(c) and 605.04(d) of the Standard Specifications. ii)Curb machines may be utilized in accordance with Section 605.04(c) and 605.04(h) of the Standard Specifications provided that the equipment conforms to the requirements of Section 508 of the Standard Specifications. iii)Formwork shall comply with the requirements of Section 605.04(b) of the Standard Specifications. iv)Forms shall be removed in accordance with Section 502.16 and 605.04(b) of the Standard Specifications. E)Joints i)Joints shall conform to the requirements of Section 503 and 605.04(e) of the Standard Specifications. ii)Joints shall be installed at intervals of 10-feet or less; 5-foot or less along radii. Joints in integral curb and sidewalks shall be located at the same location as the joints in the adjoining sidewalk. Joints shall be sawed to a minimum depth of 1/3 the depth of each segment of the curb (02/07/14). iii)Preformed expansion joints shall be placed at intervals of 50-feet or less, at all castings, the beginning and end of all curb returns, the end of each days work and where abutting existing construction. In addition to these requirements, expansion joints in integral curb and sidewalks shall be located at the same location as the expansion joints in the adjoining sidewalk. F)Finishing and Curing i)The concrete curb shall be finished and cured in accordance with Section 502.14, 502.15, 504 and 605.04(f) of the Standard Specifications. ii) Curing compound shall be applied to all exposed surfaces on slip-formed concrete curb. For formed concrete curb, curing compound shall be applied to all exposed surfaces including sides after any forms are removed. iii)The concrete curb shall be allowed to cure for a minimum of 7-days prior to commencing backfilling operations adjacent to the concrete curbing (02/07/14). G)Backfilling i)The spaces adjacent to the concrete curb shall be backfilled in accordance with Section 605.04(g) of the Standard Specifications only after the concrete curbing is inspected and accepted by the Engineer in accordance with Section 5 of this policy. ii)Backfilling operations shall be completed prior to opening the area to regular construction traffic. 5)Inspections A)All materials furnished and each part or detail of the work will be subject to inspection per Section 105.10 of the Standard Specifications for the purpose of ascertaining that the work is in substantial conformance with this policy and the approved construction documents. B)The Contractor shall notify the Engineer a minimum of 48-hours in advance of commencing any work subject to the standards established by this policy. C)The Contractor shall schedule proofrolls with the Engineer a minimum of 48-hours in advance of such proofrolls. D)The Contractor and Engineer will conduct an inspection of the new concrete curbing for any damage, including freezing or random cracks. The inspection and all necessary repairs shall be completed prior to backfilling operations. E)Sampling and testing of materials, equipment or construction work may be required at the expense of the Contractor at the discretion of the Engineer for the purpose of ascertaining that the work is in substantial conformance with this policy and the approved construction documents. Sampling and testing shall conform to the requirements of the sections of the Standard Specifications applicable to the portion of the work suspected to be non-compliant or as directed by the Engineer. F)Where the Engineer determines that is necessary to confirm compliance with standards of quality or thickness, concrete curb shall be cored and tested at the expense of the Contractor. The average thicknesses of the curb must equal or exceed the minimum prescribed by the approved construction documents. Such inspections shall not be construed to relieve the developers' engineers or contractors in any way from their obligations and responsibilities under their contracts. Specifically, inspection by the Engineer, or by retained engineers or testing agencies, shall not require them to assume responsibilities for the approved construction documents, for any misinterpretation of the approved construction documents by the contractors during construction, or for the means and methods of construction, nor for safety on the job site. H)Work identified to not meet the requirements of this policy or the approved construction documents, unacceptable work, whether the result of poor workmanship, use of defective materials, damage through carelessness, or any other cause found to exist prior to the final acceptance of the work, shall be removed immediately and replaced in an acceptable manner at the Contractor's expense. I)If the Contractor fails to comply forthwith with any order made under the provisions of this subsection, the Engineer will have authority to cause unacceptable work to be remedied or removed and replaced; to cause unauthorized work to be removed; and to deduct the costs from any monies due or to become due. J)Work done contrary to instructions provided by the Engineer shall be considered unacceptable and subject to immediate removal and replacement in accordance with the instructions provided by the Engineer. 6)Acceptance A)Before acceptance of the concrete curb, the Engineer shall determine if the improvements are in substantial compliance with this policy (except for any variances granted) and the approved construction documents. B)B) The Engineer may, at his sole discretion, accept work that is not in conformance with this policy provided that the work is bonded for a period greater than three years. The Engineer shall establish the extended bonding requirement. CITY OF CARMEL PAVING POLICY 1)General A)The work subject to the requirements of this policy shall include the production, hauling/delivery, spreading, finishing, compaction and other work necessary to prepare foundations, install aggregate bases and install one or more courses of base, intermediate, or surface hot mix asphalt mixtures within existing or proposed right-of-way for roadways, auxiliary lanes and asphalt multi-use paths. B)This policy shall be the basis for acceptance of the work by the City. Failure to adhere to the requirements of this policy may result in non-acceptance of the work or other remedies outlined in this policy. C)Workmanship, materials and quality of the work completed shall conform to the 2006 Standard Specifications of the Indiana Department of Transportation (hereinafter referred to as Standard Specifications), except where deviations are allowed herein, or variances are granted. D)Where the minimum standards of any other governmental agency having concurrent jurisdiction exceed these standards, the higher standards shall apply. E)If any plan or other note or specification on the approved construction documents exceeds the minimum standards of this policy, the higher standards shall apply. F)Nothing contained herein shall be construed as prohibiting the design and construction of improvements meeting higher standards, nor as discouraging petitions to appropriate governing bodies for variances for alternatives which can be supported by advances in technology and are approved by other agencies with concurrent jurisdiction. G)All work shall comply with the requirements of Section 105.03 of the Standard Specifications. H)For the purposes of this policy, where the term Engineer is used in this policy and the Standard Specifications, it shall mean: a)The Carmel City Engineer, staff of the Department of Engineering, other personnel employed by the City of Carmel, or authorized agent(s) that may be retained to represent the City of Carmel. ii)The Hamilton County Highway Engineer, staff of the Hamilton County Highway Department, other personnel employed by Hamilton County, or authorized agent(s) that may be retained to represent Hamilton County Highway, depending on the location of the work. I)Authority of the Engineer over the work shall be per Section 105.01 of the Standard Specifications. J)Prior to commencing the work, the Contractor performing the work shall contact the Engineer to schedule a pre-construction meeting to review the Engineer's construction requirements, staff notification requirements, required inspections for certain stages of the work and to review the authority of the Engineer as it relates to the work. K)Under no circumstances shall work subject to the standards established by this policy commence without obtaining approved construction drawings by the City of Carmel Department of Engineering. 2)Foundation A)General i)This work shall consist of the construction/preparation of the foundation in accordance with Section 105.03 of the Standard Specifications. B)Excavation and Embankment i)Prior to beginning excavation and embankment operations, all 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 the Standard Specifications. All topsoil, vegetation, roots, stumps, friable and deleterious material shall be completely removed within the limits of the slope stakes. ii)Excavations (1)After excavation operations, all spongy and yielding material that does not readily compact shall be removed from within the slope stake limits and the resulting void shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications. (2)Any pronounced depressions within the slope stake limits resulting after excavation operations shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications. iii)Embankments (1)Embankments shall be constructed in accordance with Section 203 of the Standard Specifications. (2)All spongy and yielding material that does not readily compact shall be removed from within the slope stake limits prior to embankment operations. (3)Any pronounced depressions within the slope stake limits resulting after clearing, grubbing, scalping and topsoil removal shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications prior to embankment operations. (4)Prior to the construction of any embankment, the original ground surface within the limits of the slope stakes shall be leveled and the upper 6-inches shall be compacted in accordance with Section 203 of the Standard Specifications. (5)Embankments shall be shaped to be well drained and shall be protected to prevent erosion. (6) Loose depth of each embankment lift, final compacted depth, compaction method and compaction requirements shall be in accordance with Section 203 of the Standard Specifications. C)Soil Subgrades i)Subgrades shall be installed on foundations constructed in accordance with Section 2(A) and Section 2(B) of this policy and only the installation of all utilities and subsurface drains indicated on the approved construction documents to be located under the pavement are completed. Trench backfilling work of these installations shall be in accordance with the City of Carmel Trench Backfilling specifications. ii)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 in accordance with Sections 207.02, 207.03 and 207.04 of the Standard Specifications. iv)Subgrades shall be inspected and approved by the Engineer before any aggregate base or hot mix asphalt pavements are constructed. A proofroll shall be conducted in accordance with Section 203.26 of the Standard Specifications. Unacceptable areas shall be corrected to the satisfaction of the Engineer before any aggregate base or hot mix asphalt paving operations commence. v)At the discretion of the Engineer, Subgrade that has satisfactorily passed a proofroll, but remains uncovered for a period of 14 calendar days prior to placing stone or is subject to a measurable rain event prior to placing stone, shall be subject to additional proof rolls prior to placement of the Aggregate Base. D)Existing Pavement i)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. ii)Localized weak areas of the existing pavement section uncovered during the milling process shall be repaired in accordance with Section 304.02, 304.03, 304.05 or 305 of the Standard Specifications. iii)Prior to opening milled areas to traffic, the milled areas shall be cleaned of all material, debris and dust resulting from the operation. iv)Milled areas that remain open to traffic longer than those times stipulated in Section 306.05 of the Standard Specifications shall be subject to liquidated damages outlined in Section 306.05 of the Standard Specifications. The Contractor shall be responsible for payment of these liquidated damages. 3)Aggregate Bases A)General i) This work shall consist of placing a compacted aggregate on a prepared soil subgrade in accordance with Section 105.03 of the Standard Specifications. ii)Aggregate Base materials shall be in accordance with Section 301.02 of the Standard Specifications. iii)The material shall be obtained from a Certified Aggregate Producer in accordance with Section 917 of the Standard Specifications. 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. v)Aggregate Bases shall be constructed on prepared foundations and to thicknesses equal or greater than those indicated on the approved construction documents. B)Temperature and Seasonal Limitations i)The Aggregate Base shall be placed in accordance with the temperature limitations of Section 301.04 of the Standard Specifications. ii)Frozen material shall not be placed. iii)Aggregate Bases must be placed and pass proof roll prior to November 30 in order to allow paving in accordance with Section 4C(iv) of this policy. C)Preparation i)The prepared foundation shall be free from objectionable or foreign materials at the time of placement. ii)The subgrade shall be subject to additional proof rolls in accordance with Section 203.26 of the Standard Specifications just prior to placing the Aggregate Base on the subgrade in accordance with Section 2C(v) of this policy. Unacceptable areas shall be corrected to the satisfaction of the Engineer before any Aggregate Base is placed. D)Spreading and Finishing i)The Aggregate Base shall be spread in accordance with Section 301.05 of the Standard Specifications. ii)The Aggregate Base shall be compacted in accordance with Section 301.06 of the Standard Specifications. iii)Subsequent paving courses shall be placed over the Aggregate Base within 14 calendar days. Aggregate Bases that lay exposed for a period of time greater than 14 calendar days or experience a measurable rain event prior to the placement of subsequent paving courses shall be subject to inspection and acceptance by the Engineer. At the discretion of the Engineer, additional proof rolls may be required. 4)Asphalt Pavement A)General i) This work shall consist of placing one or more courses of base, intermediate, or surface hot mix asphalt (HMA) mixtures on a prepared foundation in accordance with Section 105.03 of the Standard Specifications. ii)HMA base, intermediate, or surface mixtures shall be constructed on prepared foundations and to thicknesses equal or greater than those indicated on the approved construction documents. iii)Materials used in the production of the HMA mixtures shall be in accordance with Section 401.03 of the Standard Specifications. iv)Equipment for HMA operations, including but not limited to production, hauling/transportation, laydown, compaction and miscellaneous/ancillary activity shall be in accordance with Section 409 of the Standard Specifications. v)Installation of the full pavement section indicated on the approved construction documents for the entire area to be paved must be completed in the same paving season. vi)Widening operations shall comply with the following: (1)The outside face of the excavated area shall be left as nearly vertical as the nature of the material will permit and not wider than the outside limits of the widening section. (2)The existing pavement adjacent to the widening area shall be sawcut to a clean edge. (3)The subgrade in the widened area shall be compacted in accordance with this policy. (4)Widening mixtures shall comply with the pavement section indicated on the approved construction documents. (5)Compaction of the widening shall be in accordance with Section 304.05 of the Standard Specifications. B)Preparation ii)The Aggregate Base shall be subject to additional proof rolls in accordance with Section 203.26 of the Standard Specifications just prior to placing theHMA base, intermediate, or surface mixtures shall be constructed on prepared foundations and to thicknesses equal or greater than those indicated on the approved construction documents. iii)Materials used in the production of the HMA mixtures shall be in accordance with Section 401.03 of the Standard Specifications. iv)Equipment for HMA operations, including but not limited to production, hauling/transportation, laydown, compaction and miscellaneous/ancillary activity shall be in accordance with Section 409 of the Standard Specifications. v)Installation of the full pavement section indicated on the approved construction documents for the entire area to be paved must be completed in the same paving season. vi)Widening operations shall comply with the following: (1)The outside face of the excavated area shall be left as nearly vertical as the nature of the material will permit and not wider than the outside limits of the widening section. (2)The existing pavement adjacent to the widening area shall be sawcut to a clean edge. (3)The subgrade in the widened area shall be compacted in accordance with this policy. (4)Widening mixtures shall comply with the pavement section indicated on the approved construction documents. (5)Compaction of the widening shall be in accordance with Section 304.05 of the Standard Specifications. B)Preparation i)The Aggregate Base shall be subject to additional proof rolls in accordance with Section 203.26 of the Standard Specifications just prior to placing the HMA courses in accordance with Section 3D(iii) of this policy. Unacceptable areas shall be corrected to the satisfaction of the Engineer before any paving operations commence. ii)All displacement or rutting of the Aggregate Base shall be repaired prior to placing HMA mixtures. iii)Milled asphalt surfaces shall be tacked in accordance with Section 406 of the Standard Specifications. iv)Asphalt surfaces between courses shall be tacked in accordance with Section 406 of the Standard Specifications. v)Contact surfaces of curbing, gutters, manholes, and other structures shall be tacked in accordance with Section 406 of the Standard Specifications. vi) Surfaces on which a mixture is placed shall be free from objectionable or foreign materials at the time of placement. vii)Tack Coat material shall be distributed with equipment meeting the requirements of Section 409.03(a) of the Standard Specifications. C)Weather and Seasonal Limitations i)+0$FRXUVHVVKDOOEHSODFHGZKHQWKHDPELHQWWHPSHUDWXUHDQGWKHWHPSHUDWXUHRIWKHVXUIDFHRQZKLFKLWLVWREHSODFHGLV)&RUDERYH7KH(QJLQHHUVKDOOGHWHUPLQHWKHDPELHQWWHPSHUDWXUH7KHUHVKDOOEHQRSURYLVLRQIRUORZ temperature compaction allowed by Section 402.16 of the Standard Specifications. ii)No mixture shall be placed on a frozen subgrade. iii)Under no circumstances shall HMA mixtures be placed between December 15 and March 30. iv)If a foundation that is to receive one or more courses of base, intermediate, or surface HMA mixtures is placed and determined to be an approved foundation by the City prior to November 30, placement of HMA courses will be allowed up to December 15, provided that the ambient and foundation surface temperature complies with the requirements of Section 4C(i) of this policy and the paving contractor pay for the services of a full time construction inspector and who shall act as an authorized agent of the Engineer. The Engineer shall select the construction inspector. v)If the ambient and foundation surface temperature complies with the requirements of Section 4C(i) of this policy between April 1 and April 15, HMA course shall be allowed to be placed on an approved foundation provided that the paving contractor pay for the services of a full time construction inspector and who shall act as an authorized agent of the Engineer. The Engineer shall select the construction inspector. vi)The Engineer reserves the right to suspend all paving operations if, in the opinion of the Engineer, that prevailing weather conditions and/or the condition of the Subgrade and/or the Aggregate Base may result in substandard HMA placement, spreading and finishing. D)Spreading and Finishing i)HMA courses shall be placed upon an approved foundation or other HMA course by means of laydown equipment in accordance with Section 409.03(c) of the Standard Specifications. ii)Segregation or flushing or bleeding of HMA mixtures will not be permitted. Corrective action shall be taken to prevent continuation of these conditions. Segregated or flushed or bleeding HMA mixtures shall be removed if directed. iii)All areas showing an excess or deficiency of binder shall be removed and replaced. iv)All HMA mixtures that become loose and broken, mixed with dirt, or is in any way defective shall be removed and replaced. E) Joints i)Joints shall conform to the requirements of Section 401.15 of the Standard Specifications. F)Compaction i)The HMA mixture shall be compacted with equipment in accordance with Section 409.03(d) of the Standard Specifications immediately after the mixture has been spread and finished. ii)Rollers shall not cause undue displacement, cracking, or shoving. 5)Inspections A)All materials furnished and each part or detail of the work will be subject to inspection per Section 105.10 of the Standard Specifications for the purpose of ascertaining that the work is in substantial conformance with this policy and the approved construction documents. B)The Contractor shall notify the Engineer a minimum of 48-hours in advance of commencing any work subject to the standards established by this policy. C)The Contractor shall schedule proofrolls with the Engineer a minimum of 48-hours in advance of such proofrolls. D)Sampling and testing of materials, equipment or construction work may be required at the expense of the Contractor at the discretion of the Engineer for the purpose of ascertaining that the work is in substantial conformance with this policy and the approved construction documents. Sampling and testing shall conform to the requirements of the sections of the Standard Specifications applicable to the portion of the work suspected to be non-compliant or as directed by the Engineer. E)Where the Engineer determines that is necessary to confirm compliance with standards of quality or thickness, pavements shall be cored and tested at the expense of the Contractor. The average thicknesses of all courses must equal or exceed the minimum prescribed by the approved construction documents, and no single core shall show a deficiency greater than one half inch (1/2") in any course or total thickness from the pavement section indicated on the approved construction documents. F)Such inspections shall not be construed to relieve the developers' engineers or contractors in any way from their obligations and responsibilities under their contracts. Specifically, inspection by the Engineer, or by retained engineers or testing agencies, shall not require them to assume responsibilities for the approved construction documents, for any misinterpretation of the approved construction documents by the contractors during construction, or for the means and methods of construction, nor for safety on the job site. Work identified to not meet the requirements of this policy or the approved construction documents, unacceptable work, whether the result of poor workmanship, use of defective materials, damage through carelessness, or any other cause found to exist prior to the final acceptance of the work, shall be removed immediately and replaced in an acceptable manner at the Contractor's expense. H)If the Contractor fails to comply forthwith with any order made under the provisions of this subsection, the Engineer will have authority to cause unacceptable work to be remedied or removed and replaced; to cause unauthorized work to be removed; and to deduct the costs from any monies due or to become due. I)Work done contrary to instructions provided by the Engineer shall be considered unacceptable and subject to immediate removal and replacement in accordance with the instructions provided by the Engineer. 6)Acceptance A)Before acceptance of any phase of construction, the Engineer shall determine if the improvements are in substantial compliance with this policy (except for any variances granted) and the approved construction documents B)B) The Engineer may, at his sole discretion, accept work that is not in conformance with this policy provided that the work is bonded for a period greater than three years. The Engineer shall establish the extended bonding requirement. EEEESS SS SS SS SS SS ST ST ST ST ST ST ST ST ST 33.0'DWG:DATE:CHK:FB:FIELD WORK:17-099 14OF148/22/2017---8/21/2017OFFICE:803 S. Ohio StreetSheridan, In. 46069Ph. 317-696-3594Fx: 317-758-5510Alandsurveyor@yahoo.comJDHJDHŽƉǇƌŝŐŚƚΞďǇ:,Ăůů>ĂŶĚ^ƵƌǀĞǇŝŶŐ͕ϮϬϭϳPART OF THE NE QUARTER OFSECTION 25, TOWNSHIP 18 NORTH,RANGE 3 EASTCLAY TOWNSHIPHAMILTON COUNTY, INDIANACERTIFIED BY: __________________________________________ DATE: 8/23/2017 JAMES D. HALL, LS 20500017 LANDSCAPE PLAN PART OF THE NE 1/4, SECTION 25, TOWNSHIP 18 NORTH, RANGE 3 EAST, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA PARCEL NO: 16-09-25-12-01-044.000 &16-09-25-12-01-042.000 TREE SCHEDULE PLANT NAME - Scientific Common SIZE Betula nigra RIVER BIRCH 2.5" CAL. Picea adies NORWAY SPRUCE 2.5" CAL. Carya ovata SHAGBARK HICKORY 2.5" CAL. Cornus alternifolia Pogado Dogwood 1.5" CAL. Gleditsia triacanthos inermis Thornless Honey Locust 2.5" CAL. Linodendron tulipifera Tulip Tree 2.5" CAL. Quercus rubra Northern Red Oak 2.5" CAL. SHRUB SCHEDULE PLANT NAME - Scientific Common SIZE Physocorpus opulifolius Ninebark 18" Height Myrica Pensylvanica Northern Bayberry 18" Height Buxus Boxwood 18" Height Thuja occidentalis Arborvitae (Emerald Green) 18" Height Ilex glabra Holy, American 18" Height Cortaderia selloana Pampas grass 18" Height