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NORTH ENDPHASE 1 SECONDARY PLATCONSTRUCTIONDOCUMENTS©NOT APPR OVED F OR CONSTRUCTI ON LEGAL DESCRIPTION ’ ’ HAMILTON COUNTY MULTI-USE DEVELOPMENT FOR OLD TOWN COMPANIES ON ±13.3 AC. PROJECT IS IN SECTION 24 OF T18N, R3E IN THE CITY OF CARMEL, HAMILTON COUNTY, INDIANA PROJECT LOCATION NORTH END PHASE 1 SECONDARY PLAT CONSTRUCTION PLANS W. SMOKEY ROW RD. CARMEL, IN 46032 COVER SHEETC0.0 LOCATION MAP (NOT TO SCALE) UTILITY AND GOVERNING AGENCY CONTACTS SERVICE / JURISDICTION COMPANY / DEPT.ADDRESS PHONE NUMBER CONTACT SANITARY SEWER CARMEL CITY UTILITIES DEPARTMENT 9609 HAZEL DELL PARKWAY INDIANAPOLIS, IN 46280 (317) 571-2443 JOHN DUFFY jduffy@carmel.in.gov WATER CARMEL CITY UTILITIES DEPARTMENT 9609 HAZEL DELL PARKWAY INDIANAPOLIS, IN 46280 (317) 571-2443 JOHN DUFFY jduffy@carmel.in.gov STREETS CARMEL STREET DEPARTMENT 3400 WEST 131st ST CARMEL, IN 46074 (317) 733-2001 DAVE HUFFMAN dhuffman@carmel.in.gov STORM SEWER CARMEL ENGINEERING DEPARTMENT 1 CIVIC SQUARE CARMEL, IN 46032 (317) 571-2441 JOHN THOMAS jthomas@carmel.in.gov ELECTRICITY DUKE ENERGY 16485 SOUTHPARK DR., WESTFIELD, IN 46074 (317) 896-6704 MATTHEW DAYHUFF mathew.dayhuff@duke-energy.com NATURAL GAS VECTREN 16000 ALLISONVILLE RD., NOBLESVILLE, IN 46060 (317) 776-5590 CHAD MILLER chad.r.miller@centerpointenergy.com TELEPHONE AT&T 240 NORTH MERIDIAN STREET INDIANAPOLIS, IN 46204 (317) 610-5440 BRIAN WENTE bw1917@att.com CABLE SPECTRUM 3030 ROOSEVELT AVE., INDIANAPOLIS IN 46204 (317) 429-6691 JASON KIRKMAN jason.kirkman@charter.com PLANNING & ZONING CITY OF CARMEL, DIVISION OF PLANNING & ZONING 1 CIVIC SQUARE CARMEL, IN 46032 (317) 571-2417 ANGIE CONN aconn@carmel.in.gov PROJECT TEAM ROLE COMPANY ADDRESS PHONE NUMBER CONTACT DEVELOPER/OWNER OLD TOWN COMPANIES LLC 1132 S. RANGELINE RD, SUITE 100 CARMEL, IN 46032 (317) 816-3151 JUSTIN MOFFETT justin@oldtowndesigngroup.com CIVIL ENGINEER KIMLEY-HORN 250 E. 96TH ST., STE 580, INDIANAPOLIS, IN 46240 (317) 218-9560 ANDY TAYLOR, P.E. andy.taylor@kimley-horn.com LANDSCAPE ARCHITECT KIMLEY-HORN 250 E. 96TH ST., STE 580, INDIANAPOLIS, IN 46240 (317) 218-9571 BRANDON SHREEG, PLA, CLARB brandon.shreeg@kimley-horn.com LAND SURVEYOR CRIPE ENGINEERING 3939 PRIORITY WAY S. DR, SUITE 200 INDIANAPOLIS, IN 46240 (317) 844-6777 ERIC WHITE cripe@cripe.biz NORTH (NOT TO SCALE) VICINITY MAP PROJECT LOCATION PROJECT INFORMATION ZONE DISTRICT UR US 31 ROW 125' SMOKEY ROW ROAD ROW 45' TOTAL DISTURBANCE AREA ±13.3 AC DOCKET NUMBER: Sheet List Table Sheet Number Sheet Title C0.0 COVER SHEET C0.1 GENERAL NOTES C0.2 GENERAL SPECIFICATIONS C0.3 CARMEL SPECIFICATIONS C0.4-C0.5 TYPICAL ROAD SECTIONS C1.0 OVERALL EXISTING CONDITIONS C1.1-C1.2 EXISTING CONDITIONS & DEMOLITION PLAN C2.0 OVERALL SITE PLAN C2.1-C2.2 SITE PLAN C3.0 EROSION CONTROL PLAN C3.1 SWPPP C3.2 EROSION CONTROL DETAILS C4.1-C4.2 GRADING & DRAINAGE PLAN C4.3 OFFSITE GRADING & DRAINAGE PLAN C5.0-C5.7 ROAD PLAN AND PROFILE C6.0 OVERALL UTILITY PLAN C6.1-C6.2 UTILITY PLAN C6.3 STRUCTURE DATA TABLES C7.0-C7.10 STORM PLAN AND PROFILE C8.0-C8.2 SANITARY PLAN AND PROFILE C9.0-C9.8 CONSTRUCTION DETAILS C10.0 MAINTENANCE OF TRAFFIC PLAN L1.0 OVERALL LANDSCAPE PLAN L1.1-L1.3 LANDSCAPE PLAN NORTH ENDPHASE 1 SECONDARY PLATCONSTRUCTIONDOCUMENTS©NOT APPR OVED F OR CONSTRUCTI ON GENERAL NOTESC0.1 GENERAL DEMOLITION NOTES DEMOLITION NOTES · · · · DEMOLITION NOTES SITE NOTES GENERAL UTILITY NOTES UTILITY NOTES GRADING NOTES TEMPORARY EROSION CONTROL NOTES EROSION CONTROL NOTES EXISTING LEGEND BENCHMARKS GENERAL NOTES SANITARY SEWER NOTES WATERMAIN NOTES STORM SEWER NOTES C0.2GENERALSPECIFICATIONSWARNING: CONTRACTOR TO VERIFY PRESENCE AND EXACT LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. EARTHWORK NOTES SIGNING AND PAVEMENT MARKING NOTES PAVING NOTESDEMOLITION NOTES EROSION CONTROL NOTES NORTH ENDPHASE 1 SECONDARY PLATCONSTRUCTIONDOCUMENTS©NOT APPROVED F OR CONSTRUCTI ON NORTH ENDPHASE 1 SECONDARY PLATCONSTRUCTIONDOCUMENTS©NOT APPR OVED F OR CONSTRUCTI ON CARMELSPECIFICATIONSC0.3 City of Carmel Concrete Curb Policy December 13, 2006 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 i)Concrete curbing shall only be placed in accordance with Section 502.11 of the Standard Specifications with the exception that placement operations shall not begin until the ambient temperature is 50ºF and rising. Placement operations shall be discontinued when the ambient temperature is descending and is 50ºF or below. At the discretion of the Engineer, concrete may be placed at ambient temperatures less than noted above 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. iv)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. G)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)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 Right-of-Way Paving Policy November 2, 2005 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. A)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 (1)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. i)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. i)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 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. i)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)HMA courses shall be placed when the ambient temperature and the temperature of the surface on which it is to be placed is 45°F (7°C) or above. The Engineer shall determine the ambient temperature. There shall be no provision for low 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 A)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. G)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 A)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)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. LINE "01" NORTH END DRIVE TYPICAL CROSS SECTION NTS LINE "02" NORTH END DRIVE TYPICAL CROSS SECTION NTS LINE "03" NORTH END DRIVE TYPICAL CROSS SECTION NTS LINE "01" OLD TOWN PLACE TYPICAL CROSS SECTION NTS LINE "02" OLD TOWN PLACE TYPICAL CROSS SECTION NTS LINE "01" ASHDOWN LANE TYPICAL CROSS SECTION NTS LINE "02" ASHDOWN LANE TYPICAL CROSS SECTION NTS NORTH ENDPHASE 1 SECONDARY PLATCONSTRUCTIONDOCUMENTS©NOT APPR OVED F OR CONSTRUCTI ON TYPICAL ROADSECTIONSC0.4 LINE "01" ALLEY TYPICAL CROSS SECTION NTS LINE "02" MARIPOSA TRAIL TYPICAL CROSS SECTION NTS LINE "01" MARIPOSA TRAIL TYPICAL CROSS SECTION NTS LINE "03" MARIPOSA TRAIL TYPICAL CROSS SECTION NTS LINE "01" GOODFELLOW DRIVE TYPICAL CROSS SECTION NTS LINE "02" FREELAND LOOP TYPICAL CROSS SECTION NTS LINE "01" FREELAND LOOP TYPICAL CROSS SECTION NTS LINE "03" FREELAND LOOP TYPICAL CROSS SECTION NTS LINE "01" ROSEMARY GARDENS TYPICAL CROSS SECTION NTS NORTH ENDPHASE 1 SECONDARY PLATCONSTRUCTIONDOCUMENTS©NOT APPR OVED F OR CONSTRUCTI ON TYPICAL ROADSECTIONSC0.5 MATCHLINE - SEE SHEET CX.1MATCHLINE - SEE SHEET CX.2BENCHMARKS NORTH ENDPHASE 1 SECONDARY PLATCONSTRUCTIONDOCUMENTS©NOT APPR OVED F OR CONSTRUCTI ON C1.0OVERALL EXISTINGCONDITIONSNORTH EXISTING LEGEND MATCHLINE - SEE SHEET CX.2NORTH ENDPHASE 1 SECONDARY PLATCONSTRUCTIONDOCUMENTS©NOT APPR OVED F OR CONSTRUCTI ON C1.1EXISTINGCONDITIONS &DEMOLITION PLANNORTH GENERAL PLAN NOTES BENCHMARKS DEMOLITION LEGEND EXISTING LEGEND MATCHLINE - SEE SHEET CX.1MATCHLINE - AREA A MATCHLINE - AREA B NORTH ENDPHASE 1 SECONDARY PLATCONSTRUCTIONDOCUMENTS©NOT APPR OVED F OR CONSTRUCTI ON C1.2EXISTINGCONDITIONS &DEMOLITION PLANNORTH GENERAL PLAN NOTES BENCHMARKS EXISTING LEGEND DEMOLITION LEGEND MATCHLINE - SEE SHEET CX.1MATCHLINE - SEE SHEET CX.2MATCHLINE - AREA A MATCHLINE - AREA B NORTH ENDPHASE 1 SECONDARY PLATCONSTRUCTIONDOCUMENTS©NOT APPR OVED F OR CONSTRUCTI ON SITE NOTES C2.0OVERALL SITEPLANNORTH EXISTING LEGEND BENCHMARKS PAVING & CURB LEGENDPARKING SUMMARY BIKE PARKING SUMMARY MATCHLINE - SEE SHEET CX.1MATCHLINE - SEE SHEET CX.2NORTH ENDPHASE 1 SECONDARY PLATCONSTRUCTIONDOCUMENTS©NOT APPR OVED F OR CONSTRUCTI ON C2.1SITE PLANNORTH PAVING & CURB LEGEND KEY NOTES GENERAL PLAN NOTES MATCHLINE - SEE SHEET CX.1MATCHLINE - SEE SHEET CX.2MATCHLINE - AREA A MATCHLINE - AREA B MATCHLINE - AREA A MATCHLINE - AREA B GENERAL PLAN NOTES NORTH ENDPHASE 1 SECONDARY PLATCONSTRUCTIONDOCUMENTS©NOT APPR OVED F OR CONSTRUCTI ON C2.2SITE PLANNORTH KEY NOTES PAVING & CURB LEGEND EROSION CONTROL LEGEND NORTH ENDPHASE 1 SECONDARY PLATCONSTRUCTIONDOCUMENTS©NOT APPR OVED F OR CONSTRUCTI ON C3.0EROSIONCONTROL PLANNORTH EXISTING LEGEND GENERAL PLAN NOTES NORTH ENDPHASE 1 SECONDARY PLATCONSTRUCTIONDOCUMENTS©NOT APPR OVED F OR CONSTRUCTI ON C3.1SWPPP–– NORTH ENDPHASE 1 SECONDARY PLATCONSTRUCTIONDOCUMENTS©NOT APPR OVED F OR CONSTRUCTI ON EROSIONCONTROLDETAILSC3.2 SEDIMENTATION/SILT FENCE N.T.S. RIP RAP DETAIL OUTLET PROTECTION N.T.S. ≥ SEEDING CHART ** ** D A C E F BB A TREE PROTECTION N.T.S. INLET PROTECTION N.T.S. GENERAL NOTES: CONSTRUCTION ENTRANCE N.T.S. CONCRETE WASHOUT N.T.S. NOT TO SCALE SECTION B-B CONCRETE WASHOUT SIGN DETAIL (OR EQIVALENT) STAPLE DETAIL NOT TO SCALE PLAN VIEW CONCRETE WASHOUT EROSION CONTROL BLANKET (SLOPE INSTALLATION) N.T.S. ENVIRONMENTAL RESOURCE PROTECTION N.T.S. ≥ RIP RAP (AT CURB CUT) N.T.S. MATCHLINE - SEE SHEET CX.1MATCHLINE - SEE SHEET CX.2NORTH ENDPHASE 1 SECONDARY PLATCONSTRUCTIONDOCUMENTS©NOT APPR OVED F OR CONSTRUCTI ON C4.1GRADING &DRAINAGE PLANNORTH GRADING LEGEND EXISTING LEGEND BENCHMARKS GENERAL PLAN NOTES DRAINAGE SUMMARY MINIMUM FLOOD PROTECTION GRADE (MFPG) MINIMUM LOWEST ADJACENT GRADE (MLAG) MATCHLINE - SEE SHEET CX.1MATCHLINE - SEE SHEET CX.2MATCHLINE - AREA A MATCHLINE - AREA B MATCHLINE - AREA A MATCHLINE - AREA B NORTH ENDPHASE 1 SECONDARY PLATCONSTRUCTIONDOCUMENTS©NOT APPR OVED F OR CONSTRUCTI ON C4.1GRADING &DRAINAGE PLANNORTH GRADING LEGEND EXISTING LEGEND BENCHMARKS GENERAL PLAN NOTES STRM LINE 26 H: 1"=20 | V: 1"=2814.85STRM LINE 27 H: 1"=20 | V: 1"=2812.28BENCHMARKS NORTH ENDPHASE 1 SECONDARY PLATCONSTRUCTIONDOCUMENTS©NOT APPR OVED F OR CONSTRUCTI ON PLAN & PROFILE NOTES PLAN & PROFILE LEGEND C4.3OFFSITE GRADING& DRAINAGE PLANUTILITY LEGEND NORTH EROSION CONTROL LEGEND GENERAL PLAN NOTES MATCHLINE - SEE SHEET C5.1NORTH END DRIVE H: 1"=30 | V: 1"=3849.66850.20849.63849.03847.21844.60841.29MATCHLINE - SEE SHEET C5.1BENCHMARKS NORTH ENDPHASE 1 SECONDARY PLATCONSTRUCTIONDOCUMENTS©NOT APPR OVED F OR CONSTRUCTI ON N O R T H C5.0ROAD PLAN ANDPROFILEEXISTING LEGEND PROPOSED LEGEND * KEY NOTES MATCHLINE - SEE SHEET C5.0H: 1"=30 | V: 1"=3 NORTH END DRIVE H: 1"=30 | V: 1"=3844.60841.29836.98834.42833.38833.46MATCHLINE - SEE SHEET C5.0NORTH ENDPHASE 1 SECONDARY PLATCONSTRUCTIONDOCUMENTS©NOT APPR OVED F OR CONSTRUCTI ON N O R T H C5.1ROAD PLAN ANDPROFILEPROPOSED LEGEND * KEY NOTES BENCHMARKS EXISTING LEGEND FREELAND LOOP (1) H: 1"=30 | V: 1"=3820.20822.89829.15832.73833.32FREELAND LOOP (2) H: 1"=30 | V: 1"=3832.01830.43825.98822.81EXISTING LEGEND BENCHMARKS NORTH ENDPHASE 1 SECONDARY PLATCONSTRUCTIONDOCUMENTS©NOT APPR OVED F OR CONSTRUCTI ONNORTH C5.2ROAD PLAN ANDPROFILEPROPOSED LEGEND * KEY NOTES ROSEMARY GARDENS H: 1"=30 | V: 1"=3832.14832.71834.19826.83826.50BENCHMARKS NORTH ENDPHASE 1 SECONDARY PLATCONSTRUCTIONDOCUMENTS©NOT APPR OVED F OR CONSTRUCTI ON NORTH C5.3ROAD PLAN ANDPROFILEPROPOSED LEGEND * KEY NOTES EXISTING LEGEND GOODFELLOW DRIVE H: 1"=30 | V: 1"=3841.72840.67838.57834.82829.99828.04NORTH ENDPHASE 1 SECONDARY PLATCONSTRUCTIONDOCUMENTS©NOT APPR OVED F OR CONSTRUCTI ON NORTH C5.4ROAD PLAN ANDPROFILEBENCHMARKS PROPOSED LEGEND * KEY NOTES EXISTING LEGEND STREET E H: 1"=30 | V: 1"=3829.06830.56831.59STREET F H: 1"=30 | V: 1"=3836.93838.51834.34ASHDOWN LANE H: 1"=30 | V: 1"=3839.62840.85841.39BENCHMARKS NORTH ENDPHASE 1 SECONDARY PLATCONSTRUCTIONDOCUMENTS©NOT APPR OVED F OR CONSTRUCTI ONNORTH C5.5ROAD PLAN ANDPROFILEPROPOSED LEGEND * KEY NOTES EXISTING LEGEND MARIPOSA TRAIL H: 1"=30 | V: 1"=3839.05837.35832.23830.36831.41NORTH ENDPHASE 1 SECONDARY PLATCONSTRUCTIONDOCUMENTS©NOT APPR OVED F OR CONSTRUCTI ON NORTH C5.6ROAD PLAN ANDPROFILEBENCHMARKS PROPOSED LEGEND * KEY NOTES EXISTING LEGEND OLD TOWN PLACE H: 1"=30 | V: 1"=3839.31841.05843.63845.65846.01NORTH ENDPHASE 1 SECONDARY PLATCONSTRUCTIONDOCUMENTS©NOT APPR OVED F OR CONSTRUCTI ONNORTH C5.7ROAD PLAN ANDPROFILEBENCHMARKS PROPOSED LEGEND * KEY NOTES EXISTING LEGEND NORTH ENDPHASE 1 SECONDARY PLATCONSTRUCTIONDOCUMENTS©NOT APPR OVED F OR CONSTRUCTI ON UTILITY LEGEND OVERALL UTILITYPLANC6.0 NORTH EXISTING LEGEND MATCHLINE - SEE SHEET CX.2NORTH ENDPHASE 1 SECONDARY PLATCONSTRUCTIONDOCUMENTS©NOT APPR OVED F OR CONSTRUCTI ON UTILITY PLANC6.1 NORTH KEY NOTES GENERAL PLAN NOTES UTILITY LEGEND MATCHLINE - SEE SHEET CX.1MATCHLINE - AREA A MATCHLINE - AREA B NORTH ENDPHASE 1 SECONDARY PLATCONSTRUCTIONDOCUMENTS©NOT APPR OVED F OR CONSTRUCTI ON UTILITY PLANC6.2 NORTH GENERAL PLAN NOTES UTILITY LEGEND KEY NOTES NORTH ENDPHASE 1 SECONDARY PLATCONSTRUCTIONDOCUMENTS©NOT APPROVED F OR CONSTRUCTI ON C6.3STRUCTURE DATATABLES STRM LINE 1 H: 1"=30 | V: 1"=3820.78STRM LINE 2 H: 1"=30 | V: 1"=3824.41823.33NORTH ENDPHASE 1 SECONDARY PLATCONSTRUCTIONDOCUMENTS©NOT APPR OVED F OR CONSTRUCTI ON UTILITY LEGEND PLAN & PROFILE NOTES PLAN & PROFILE LEGENDNORTH C7.0STORM PLAN ANDPROFILENORTH STRM LINE 3 H: 1"=30 | V: 1"=3827.75826.88826.56STRM LINE 4 H: 1"=30 | V: 1"=3825.76NORTH ENDPHASE 1 SECONDARY PLATCONSTRUCTIONDOCUMENTS©NOT APPR OVED F OR CONSTRUCTI ON PLAN & PROFILE NOTES PLAN & PROFILE LEGEND NORT H C7.1STORM PLAN ANDPROFILEUTILITY LEGENDNORTH STRM LINE 5 H: 1"=30 | V: 1"=3828.33818.63STRM LINE 6 H: 1"=30 | V: 1"=3826.09818.42STRM LINE 7 H: 1"=30 | V: 1"=3832.00831.32NORTH ENDPHASE 1 SECONDARY PLATCONSTRUCTIONDOCUMENTS©NOT APPR OVED F OR CONSTRUCTI ON PLAN & PROFILE NOTES PLAN & PROFILE LEGENDNORTH C7.2STORM PLAN ANDPROFILEUTILITY LEGENDNORTHN O R T H STRM LINE 8 H: 1"=30 | V: 1"=3819.95831.46832.88STRM LINE 9 H: 1"=30 | V: 1"=3830.84STRM LINE 10 H: 1"=30 | V: 1"=3832.02NORTH ENDPHASE 1 SECONDARY PLATCONSTRUCTIONDOCUMENTS©NOT APPROVED F OR CONSTRUCTI ON PLAN & PROFILE NOTES PLAN & PROFILE LEGEND NORTH C7.3STORM PLAN ANDPROFILEUTILITY LEGENDNORTHNORTH STRM LINE 11 H: 1"=30 | V: 1"=3831.56STRM LINE 14 H: 1"=30 | V: 1"=3832.09NORTH ENDPHASE 1 SECONDARY PLATCONSTRUCTIONDOCUMENTS©NOT APPR OVED F OR CONSTRUCTI ON PLAN & PROFILE NOTES PLAN & PROFILE LEGEND C7.4STORM PLAN ANDPROFILEUTILITY LEGENDNORTHNOR T H STRM LINE 13 H: 1"=30 | V: 1"=3831.50835.89838.16841.72846.03847.53849.04849.52NORTH ENDPHASE 1 SECONDARY PLATCONSTRUCTIONDOCUMENTS©NOT APPR OVED F OR CONSTRUCTI ON UTILITY LEGEND PLAN & PROFILE NOTES PLAN & PROFILE LEGEND NORTHC7.5STORM PLAN ANDPROFILE STRM LINE 15 H: 1"=30 | V: 1"=3836.78840.69STRM LINE 16 H: 1"=30 | V: 1"=3838.93835.82834.12NORTH ENDPHASE 1 SECONDARY PLATCONSTRUCTIONDOCUMENTS©NOT APPR OVED F OR CONSTRUCTI ON PLAN & PROFILE NOTES PLAN & PROFILE LEGENDNORTH C7.6STORM PLAN ANDPROFILEUTILITY LEGEND N O R T H STRM LINE 17 H: 1"=30 | V: 1"=3831.60836.05839.11840.87842.56845.15NORTH ENDPHASE 1 SECONDARY PLATCONSTRUCTIONDOCUMENTS©NOT APPR OVED F OR CONSTRUCTI ON PLAN & PROFILE NOTES PLAN & PROFILE LEGENDNORTH C7.7STORM PLAN ANDPROFILEUTILITY LEGEND STRM LINE 18 H: 1"=30 | V: 1"=3830.35829.05STRM LINE 19 H: 1"=30 | V: 1"=3829.70STRM LINE 20 H: 1"=30 | V: 1"=3838.74NORTH ENDPHASE 1 SECONDARY PLATCONSTRUCTIONDOCUMENTS©NOT APPR OVED F OR CONSTRUCTI ON PLAN & PROFILE NOTES PLAN & PROFILE LEGEND NORTH C7.8STORM PLAN ANDPROFILEUTILITY LEGENDNORTHNORTH STRM LINE 21 H: 1"=30 | V: 1"=3838.74STRM LINE 22 H: 1"=30 | V: 1"=3840.58840.68STRM LINE 23 H: 1"=30 | V: 1"=3837.23NORTH ENDPHASE 1 SECONDARY PLATCONSTRUCTIONDOCUMENTS©NOT APPR OVED F OR CONSTRUCTI ON PLAN & PROFILE NOTES PLAN & PROFILE LEGENDNORTH C7.9STORM PLAN ANDPROFILEUTILITY LEGENDNORTHNORTH STRM LINE 24 H: 1"=30 | V: 1"=3817.96820.37NORTH ENDPHASE 1 SECONDARY PLATCONSTRUCTIONDOCUMENTS©NOT APPR OVED F OR CONSTRUCTI ON PLAN & PROFILE NOTES PLAN & PROFILE LEGEND C7.10STORM PLAN ANDPROFILEUTILITY LEGENDNORTH PROPOSED SSWR 1 H: 1"=30 | V: 1"=3823.65826.32829.23832.09837.04840.00NORTH ENDPHASE 1 SECONDARY PLATCONSTRUCTIONDOCUMENTS©NOT APPR OVED F OR CONSTRUCTI ON C8.0SANITARY PLANAND PROFILEBENCHMARKS UTILITY LEGEND PLAN & PROFILE NOTES PLAN & PROFILE LEGEND EXISTING LEGEND PROPOSED SSWR 2 H: 1"=30 | V: 1"=3829.23830.93831.52PROPOSED SSWR 3 H: 1"=30 | V: 1"=3836.03838.06833.96NORTH ENDPHASE 1 SECONDARY PLATCONSTRUCTIONDOCUMENTS©NOT APPR OVED F OR CONSTRUCTI ON C8.1SANITARY PLANAND PROFILEBENCHMARKS UTILITY LEGENDPLAN & PROFILE NOTES PLAN & PROFILE LEGEND EXISTING LEGEND PROPOSED SSWR 7 H: 1"=30 | V: 1"=3832.14833.35PROPOSED SSWR 5 H: 1"=30 | V: 1"=3820.34826.02831.22832.12NORTH ENDPHASE 1 SECONDARY PLATCONSTRUCTIONDOCUMENTS©NOT APPROVED F OR CONSTRUCTI ON C8.2SANITARY PLANAND PROFILEBENCHMARKS UTILITY LEGENDPLAN & PROFILE NOTES PLAN & PROFILE LEGEND EXISTING LEGEND HEAVY DUTY CONCRETE PAVEMENT SECTION N.T.S. ACCESSIBLE PARKING SYMBOL N.T.S. TYPICAL HANDICAP STRIPING N.T.S. STANDARD SIGN BASE N.T.S. ACCESSIBLE PARKING SIGNAGE N.T.S. RESERVED PARKING $250 FINE VAN ACCESSIBLE STOP BAR N.T.S. STANDARD DUTY ASPHALTIC PAVEMENT SECTION N.T.S. STOP STOP SIGN N.T.S. CONCRETE PARKING BUMPER N.T.S. TYPICAL CONCRETE JOINT DETAILS N.T.S. THRUST BLOCKING DETAIL N.T.S. SANITARY/STORM CLEAN-OUT N.T.S. CONCRETE PRECAST FLARED END SECTION AND KEY-IN DETAIL N.T.S. PLASTIC PIPE (PVC & HDPE) BEDDING DETAIL N.T.S. REINFORCED CONCRETE PIPE (RCP) BEDDING DETAIL N.T.S. 2'-0" 1'-0"1'-0"12"CONCRETE VALLEY GUTTER N.T.S. TIMBER POST N.T.S. BIKE RACK N.T.S.NORTH ENDPHASE 1 SECONDARY PLATCONSTRUCTIONDOCUMENTS©NOT APPR OVED F OR CONSTRUCTI ON C9.0CONSTRUCTIONDETAILS NATIVE VEGETATION PROTECTION SIGN N.T.S. DO NOT MOW OR SPRAY NATIVE VEGETATION PROTECTED AREA SIGN N.T.S. DO NOT MOW OR SPRAY PROTECTED AREA NORTH ENDPHASE 1 SECONDARY PLATCONSTRUCTIONDOCUMENTS©NOT APPR OVED F OR CONSTRUCTI ON C9.1CONSTRUCTIONDETAILS ISOLATOR DIVERSION STRUCTURE N.T.S.NORTH ENDPHASE 1 SECONDARY PLATCONSTRUCTIONDOCUMENTS©NOT APPR OVED F OR CONSTRUCTI ON C9.2CONSTRUCTIONDETAILS PROPOSED POND CROSS SECTION NORTH ENDPHASE 1 SECONDARY PLATCONSTRUCTIONDOCUMENTS©NOT APPR OVED F OR CONSTRUCTI ON C9.3CONSTRUCTIONDETAILS NORTH ENDPHASE 1 SECONDARY PLATCONSTRUCTIONDOCUMENTS©NOT APPROVED F OR CONSTRUCTI ON C9.4CONSTRUCTIONDETAILS TRENCH DRAIN (OR APPROVED EQUAL)NORTH ENDPHASE 1 SECONDARY PLATCONSTRUCTIONDOCUMENTS©NOT APPR OVED F OR CONSTRUCTI ON C9.5CONSTRUCTIONDETAILS OUTLET CONTROL STRUCTURE N.T.S.NORTH ENDPHASE 1 SECONDARY PLATCONSTRUCTIONDOCUMENTS©NOT APPR OVED F OR CONSTRUCTI ON C9.6CONSTRUCTIONDETAILS NORTH ENDPHASE 1 SECONDARY PLATCONSTRUCTIONDOCUMENTS©NOT APPR OVED F OR CONSTRUCTI ON C9.7CONSTRUCTIONDETAILS NORTH ENDPHASE 1 SECONDARY PLATCONSTRUCTIONDOCUMENTS©NOT APPR OVED F OR CONSTRUCTI ON C9.8CONSTRUCTIONDETAILS ROAD AHEAD WORK END ROAD WORK ROAD AHEAD WORK END ROAD WORK NORTH ENDPHASE 1 SECONDARY PLATCONSTRUCTIONDOCUMENTS©NOT APPR OVED F OR CONSTRUCTI ON MOT NOTES C10.0MAINTENANCE OFTRAFFIC PLANNORTH EXISTING LEGEND BENCHMARKS N.T.S. DRUM DETAIL MOT LEGEND ROAD AHEAD WORK END ROAD WORK ’ CARMEL NOTES ROAD CLOSED ROAD CLOSED ROAD CLOSED TREE PRESERVATION AREA TREE PRESERVATION AREA PRAIRIE SEED MIX (654 sf) PRAIRIE SEED MIX (4,841 sf) PRAIRIE SEED MIX (4,579 sf)NORTH ENDPHASE 1 SECONDARY PLATCONSTRUCTIONDOCUMENTS©NOT APPR OVED F OR CONSTRUCTI ON L1.0OVERALLLANDSCAPE PLANNORTH MATCHLINE - SEE SHEET L1.1MATCHLINE - SEE SHEET CX.1CC A* CC MP AM 6 6 PD S% 6 12 AM MP 12 6 PD S% 6 12 AM MP CV MP 6 S% 6 MP PD 6 AM PD 6 CO MP 6 12 S% MP 4 PD 6 12 AM 4 PD -V 1 MP CV 1 1 CP 1 CP 1 CP 1 CP CP 1 RA 1 RA 1 1 RA 1 RA 1 RA PP PP PP 4 PP IL 2 IL -V 1 C. 1 1 VC 1 VC 1 C.C. 1 VC 1 1 4M 1 AS 1 4M 5 IM 6 IL -V 4 AM 2 4R 2 C. 1 TH LS 1 LS 1 1 AS LS 2 CO 1 PS 5 PS 5 PS SEEDED LAWN, TYP. SEEDED LAWN, TYP. HARDWOOD SHREDDED MULCH, TYP. HARDWOOD SHREDDED MULCH, TYP. HARDWOOD SHREDDED MULCH, TYP.HARDWOOD SHREDDED MULCH, TYP. 1 4R PRAIRIE SEED MIX (654 sf) 5 IL PV 5 H4 5 PL 6 CA HV 1 S% CF S% CS VC4 CA VC 15 CS VC VC 4 CA 2 H4 CS VC 5 CF 6 VC 5 S% H4 PL 4 AS 1 PL CF 4 PL TH 5 IL TH 6 CF 4 PL 4 PVIM ILTH 5 IM 4 PV 5 PV PA 1 PA 1 1 AS 1 AS IM CA H4 CA 4 PL 5 IL 4 PL TH CS HV CA 5 H4 2 A* 1 A* 1 IL 5 PV 6 IL 5 PV 6 IL 5 IM 2 CF 1 1 PA PA 1 TH 2 IM 1 *T 1 -V C%H4 C. H4 C% -V 1 *T 1 AS 2 PA 1 *T 1 PS 1 *T PS 1 *T 1 PS 1 PA C% IM AS 2 H4 5 HV 1 1 HV 1 PA -V 4 PS 1 4R 1 *T 1 RA 1 PP MATCHLINE - SEE SHEET L1.2MATCHLINE - SEE SHEET CX.2NORTH ENDPHASE 1 SECONDARY PLATCONSTRUCTIONDOCUMENTS©NOT APPR OVED F OR CONSTRUCTI ON L1.1LANDSCAPE PLANNORTH MATCHLINE - SEE SHEET L1.2MATCHLINE - SEE SHEET CX.2MATCHLINE - AREA A MATCHLINE - AREA B TREE PRESERVATION AREA VC 2 RA PP 2 RA PP MP CV 1 CV 1 CV 1 VC MP PP RA 2 1 GT GT 1 GT 1 GT 1 GT 1 -V 2 RA PP PP 1 RA 5 H4 TH 1 C.C. 1 1 C. CS 5 H4 5 TH TH AM AM AG 2 PA 1 PA 1 1 C. 1 VC 1 VC 1 C. 9 IL 5 IM 9 IL 1 C. 1 VC 1 VC 1 C. 4M 1 4 AM CP 2 7 -V AS LS 2 4M 4 LS 24M 4 1 PA 1 LS 2 PP 2 PP 1 RA 1 RA PS PS PS PS PS 1 CV HARDWOOD SHREDDED MULCH, TYP. SEEDED LAWN, TYP. SEEDED LAWN, TYP. HARDWOOD SHREDDED MULCH, TYP. TREE PRESERVATION AREA TREE PRESERVATION FENCING TREE PRESERVATION FENCING PRAIRIE SEED MIX (4,841 sf) PRAIRIE SEED MIX (4,579 sf) 9 CS 7 PV 1 H4 7 PV IL 7 VC 8 IM 1 TH 7 PV 11 9 CS SB 2 PD 4 TH CF 4 CA 8 SB 2 PD 4 TH 9 PD 2 4 PL CS 7 2 PD 4 PL 4M VC PD 5 VC 4B 2 AG 1 PD 5 VC 4B 2 PD 5 VC 4B 2 1 AG 4M 1 4M 1 MATCHLINE - AREA A MATCHLINE - AREA B -V 4 CV 5 MATCHLINE - SEE SHEET L1.1MATCHLINE - SEE SHEET CX.1 PP NORTH ENDPHASE 1 SECONDARY PLATCONSTRUCTIONDOCUMENTS©NOT APPR OVED F OR CONSTRUCTI ON L1.2LANDSCAPE PLANNORTH HARDWOOD SHREDDED MULCH, TYP. HARDWOOD SHREDDED MULCH, TYP. HARDWOOD SHREDDED MULCH, TYP. HARDWOOD SHREDDED MULCH, TYP. SEEDED LAWN, TYP. SEEDED LAWN, TYP. SEEDED LAWN, TYP. HV 1 IM 6 CS 3 HQ 3 CF 3 TH 2 PD 3 HV 1 1 PD 1 PD 1 HV 2 TH 2 CF 2 TH 2 CF 2 CF 2 TH HQ 3 CS 3 IM 6 HV 11 HQ 1 HQ 1 HQ 3 CF 3 CF 3 CF EVERGREEN TREES QTY BOTANICAL NAME COMMON NAME CONT CAL HT TS 18,169 THUJA OCCIDENTALIS `SMARAGD`EMERALD GREEN ARBORVITAE B & B ---6` HT MIN SHRUBS QTY BOTANICAL NAME COMMON NAME CONT SPACING SIZE CS 6 CEPHALANTHUS OCCIDENTALIS `SMCOSS` TMSUGAR SHACK BUTTONBUSH ---SEE PLAN 18" HT MIN HQ 9 HYDRANGEA QUERCIFOLIA `RUBY SLIPPERS`RUBY SLIPPERS HYDRANGEA ---SEE PLAN 18" HT MIN HV 4 HAMAMELIS VERNALIS OZARK WITCHHAZEL ---SEE PLAN 18" HT MIN IM 12 ITEA VIRGINICA `MERLOT` TM SHORT N SWEET SWEETSPIRE ---SEE PLAN 18" HT MIN PD 5 PHYSOCARPUS OPULIFOLIUS `DONNA MAY` TMLITTLE DEVIL NINEBARK ---SEE PLAN 18" HT MIN TH 8 THUJA OCCIDENTALIS `HETZ MIDGET`HETZ MIDGET ARBORVITAE ---SEE PLAN 18" HT MIN GRASSES QTY BOTANICAL NAME COMMON NAME CONT SPACING SIZE CF 18 CALAMAGROSTIS X ACUTIFLORA `AVALANCHE`FEATHER REED GRASS 1 GAL PLANT SCHEDULE TYPICAL TOWNHOME NORTH ENDPHASE 1 SECONDARY PLATCONSTRUCTIONDOCUMENTS©NOT APPR OVED F OR CONSTRUCTI ON L1.3LANDSCAPE PLANNORTHTYPICAL TOWNHOME LANDSCAPE1 DECIDUOUS TREES QTY BOTANICAL NAME COMMON NAME CONT CAL HT AS 9 ACER SACCHARUM SUGAR MAPLE B & B 2.5" CAL MIN --- CO 25 CARYA OVATA SHAGBARK HICKORY B & B 2.5" CAL MIN --- CP 7 CELTIS OCCIDENTALIS `JFS-KSU1` TM PRAIRIE SENTINEL HACKBERRY B & B 2.5" CAL MIN --- CV 18 CRATAEGUS VIRIDIS `WINTER KING`WINTER KING HAWTHORN B & B 2.5" CAL MIN --- GT 11 GLEDITSIA TRIACANTHOS INERMIS `SKYCOLE` TM SKYLINE THORNLESS HONEY LOCUST B & B 2.5" CAL MIN --- LS 9 LIQUIDAMBAR STYRACIFLUA `ROTUNDILOBA` TM ROUND-LOBED SWEET GUM B & B 2.5" CAL MIN --- PA 8 PLATANUS X ACERIFOLIA `BLOODGOOD`LONDON PLANE TREE B & B 2.5" CAL MIN --- QB 6 QUERCUS BICOLOR SWAMP WHITE OAK B & B 2.5" CAL MIN --- QM 16 QUERCUS MACROCARPA `URBAN PINNACLE`URBAN PINNACLE OAK B & B 2.5" CAL MIN --- QR 3 QUERCUS RUBRA RED OAK B & B 2.5" CAL MIN --- EVERGREEN TREES QTY BOTANICAL NAME COMMON NAME CONT CAL HT JV 36 JUNIPERUS VIRGINIANA EASTERN RED CEDAR B & B ---6` HT MIN PS 32 PINUS STROBUS WHITE PINE B & B ---6` HT MIN ORNAMENTAL TREES QTY BOTANICAL NAME COMMON NAME CONT CAL HT AG 12 AMELANCHIER X GRANDIFLORA `AUTUMN BRILLIANCE`AUTUMN BRILLIANCE SERVICEBERRY B & B 1.5" CAL MIN --- CC 14 CERCIS CANADENSIS `FOREST PANSY`FOREST PANSY REDBUD B & B 1.5" CAL MIN --- CK 11 CORNUS KOUSA KOUSA DOGWOOD B & B 1.5" CAL MIN --- SHRUBS QTY BOTANICAL NAME COMMON NAME CONT SPACING SIZE AM 62 ARONIA MELANOCARPA `AUTUMN MAGIC`AUTUMN MAGIC BLACK CHOKEBERRY ---SEE PLAN 18" HT MIN CB 7 CORNUS SERICEA `BAILEYI`RED TWIG DOGWOOD ---SEE PLAN 18" HT MIN CS 5 CEPHALANTHUS OCCIDENTALIS `SMCOSS` TM SUGAR SHACK BUTTONBUSH ---SEE PLAN 18" HT MIN HQ 10 HYDRANGEA QUERCIFOLIA `RUBY SLIPPERS`RUBY SLIPPERS HYDRANGEA ---SEE PLAN 18" HT MIN IL 35 ITEA VIRGINICA `LITTLE HENRY`LITTLE HENRY SWEETSPIRE ---SEE PLAN 18" HT MIN IM 12 ITEA VIRGINICA `MERLOT` TM SHORT N SWEET SWEETSPIRE ---SEE PLAN 18" HT MIN MP 63 MYRICA PENSYLVANICA NORTHERN BAYBERRY ---SEE PLAN 18" HT MIN PD 49 PHYSOCARPUS OPULIFOLIUS `DONNA MAY` TM LITTLE DEVIL NINEBARK ---SEE PLAN 18" HT MIN PP 35 POTENTILLA FRUTICOSA `GOLDFINGER`GOLDFINGER POTENTILLA ---SEE PLAN 18" HT MIN RA 17 RHUS AROMATICA `GRO-LOW`GRO-LOW FRAGRANT SUMAC ---SEE PLAN 24" SPREAD MIN. SB 30 SAMBUCUS NIGRA `BLACK LACE`BLACK LACE ELDERBERRY ---SEE PLAN 18" HT MIN TH 12 THUJA OCCIDENTALIS `HETZ MIDGET`HETZ MIDGET ARBORVITAE ---SEE PLAN 18" HT MIN VC 25 VIBURNUM OPULUS `COMPACTUM`COMPACT EUROPEAN CRANBERRYBUSH---SEE PLAN 18" HT MIN PLANT SCHEDULE: BUFFERS, STREET TREES & PARKING LOT DECIDUOUS TREES QTY BOTANICAL NAME COMMON NAME CONT CAL HT AS 4 ACER SACCHARUM SUGAR MAPLE B & B 2.5" CAL MIN --- GT 2 GLEDITSIA TRIACANTHOS INERMIS `SKYCOLE` TM SKYLINE THORNLESS HONEY LOCUST B & B 2.5" CAL MIN --- LS 2 LIQUIDAMBAR STYRACIFLUA `ROTUNDILOBA` TM ROUND-LOBED SWEET GUM B & B 2.5" CAL MIN --- PA 8 PLATANUS X ACERIFOLIA `BLOODGOOD`LONDON PLANE TREE B & B 2.5" CAL MIN --- QR 1 QUERCUS RUBRA RED OAK B & B 2.5" CAL MIN --- EVERGREEN TREES QTY BOTANICAL NAME COMMON NAME CONT CAL HT JV 2 JUNIPERUS VIRGINIANA EASTERN RED CEDAR B & B ---6` HT MIN ORNAMENTAL TREES QTY BOTANICAL NAME COMMON NAME CONT CAL HT AG 2 AMELANCHIER X GRANDIFLORA `AUTUMN BRILLIANCE`AUTUMN BRILLIANCE SERVICEBERRY B & B 1.5" CAL MIN --- CK 7 CORNUS KOUSA KOUSA DOGWOOD B & B 1.5" CAL MIN --- SHRUBS QTY BOTANICAL NAME COMMON NAME CONT SPACING SIZE CA 41 CEANOTHUS AMERICANUS NEW JERSEY TEA ---SEE PLAN 18" HT MIN CB 14 CORNUS SERICEA `BAILEYI`RED TWIG DOGWOOD ---SEE PLAN 18" HT MIN CS 60 CEPHALANTHUS OCCIDENTALIS `SMCOSS` TM SUGAR SHACK BUTTONBUSH ---SEE PLAN 18" HT MIN HQ 75 HYDRANGEA QUERCIFOLIA `RUBY SLIPPERS`RUBY SLIPPERS HYDRANGEA ---SEE PLAN 18" HT MIN HV 6 HAMAMELIS VERNALIS OZARK WITCHHAZEL ---SEE PLAN 18" HT MIN IL 45 ITEA VIRGINICA `LITTLE HENRY`LITTLE HENRY SWEETSPIRE ---SEE PLAN 18" HT MIN IM 41 ITEA VIRGINICA `MERLOT` TM SHORT N SWEET SWEETSPIRE ---SEE PLAN 18" HT MIN PD 12 PHYSOCARPUS OPULIFOLIUS `DONNA MAY` TM LITTLE DEVIL NINEBARK ---SEE PLAN 18" HT MIN PL 40 PHYSOCARPUS OPULIFOLIUS `PODARAS 3` TM LEMON CANDY DWARF NINEBARK ---SEE PLAN 18" HT MIN SB 13 SAMBUCUS NIGRA `BLACK LACE`BLACK LACE ELDERBERRY ---SEE PLAN 18" HT MIN TH 59 THUJA OCCIDENTALIS `HETZ MIDGET`HETZ MIDGET ARBORVITAE ---SEE PLAN 18" HT MIN VC 30 VIBURNUM OPULUS `COMPACTUM`COMPACT EUROPEAN CRANBERRYBUSH---SEE PLAN 18" HT MIN GRASSES QTY BOTANICAL NAME COMMON NAME CONT SPACING SIZE CF 38 CALAMAGROSTIS X ACUTIFLORA `AVALANCHE`FEATHER REED GRASS 1 GAL PV 53 PANICUM VIRGATUM `HEAVY METAL`HEAVY METAL SWITCH GRASS 1 GAL PLANT SCHEDULE: MULTI-FAMILY PRAIRIE SEED MIX 10,073 SF PRODUCT: MIDWESTERN SHORT GRASS WITH DIVERSE HEIGHT WILDFLOWERS PRAIRIE SEED MIX (MP4) SUPPLIER: EARTH SOURCE, INC. APPLICATION: 45LB/ACRE WITH 86 NATIVE SEEDS/SQ.FT. 51.8% GRASSES/SEDGES/RUSHES; 48.2% FORBS ASCLEPIAS SYRIACA / COMMON MILKWEED SEED ASCLEPIAS TUBEROSA / BUTTERFLY MILKWEED SEED AVENA SATIVA / COMMON OAT COVER BAPTISIA ALBA / WHITE WILD INDIGO SEED BOUTELOUA CURTIPENDULA / SIDE OATS GRAMA SEED CAREX BREVIOR / OVAL SEDGE SEED COREOPSIS LANCEOLATA / LANCELEAF TICKSEED SEED COREOPSIS TRIPTERIS / TALL COREOPSIS SEED DALEA PURPUREA / PURPLE PRAIRIE CLOVER SEED ECHINACEA PURPUREA / CONEFLOWER SEED ELYMUS VIRGINICUS / VIRGINIA WILD RYE SEED HELIANTHUS MOLLIS / ASHY SUNFLOWER SEED HELIOPSIS HELIANTHOIDES / FALSE SUNFLOWER SEED LESPEDEZA CAPITATA / ROUND-HEADED BUSH CLOVER SEED LIATRIS SPICATA / SPIKE GAYFEATHER SEED MONARDA FISTULOSA / BERGAMOT SEED OLIGONEURON RIGIDUM / STIFF GOLDENROD SEED PENSTEMON DIGITALIS / BEARDTONGUE SEED PYCNANTHEMUM VIRGINIANUM / MOUNTAIN MINT SEED RATIBIDA PINNATA / YELLOW CONEFLOWER SEED RUDBECKIA HIRTA / BLACK-EYED SUSAN SEED RUDBECKIA SUBTOMENTOSA / SWEET BLACK-EYED SUSAN SEED SCHIZACHYRIUM SCOPARIUM / LITTLE BLUESTEM GRASS SEED SENNA HEBECARPA / WILD SENNA SEED SILPHIUM INTEGRIFOLIUM / ROSINWEED SEED SILPHIUM LACINIATUM / COMPASS PLANT SEED SILPHIUM PERFOLIATUM / CUP PLANT SEED SILPHIUM TEREBINTHINACEUM / PRAIRIE DOCK SEED SPOROBOLUS HETEROLEPIS / PRAIRIE DROPSEED SEED SYMPHYOTRICHUM LAEVE / SMOOTH ASTER SEED SYMPHYOTRICHUM NOVAE-ANGLIAE / NEW ENGLAND ASTER SEED TRADESCANTIA OHIENSIS / OHIO SPIDERWORT SEED VERBENA STRICTA / HOARY VERVAIN SEED VERNONIA GIGANTEA / GIANT IRONWEED SEED ZIZIA AUREA / GOLDEN ALEXANDER SEED DETENTION PLANTING (NATIVE SEED MIX)NORTH ENDPHASE 1 SECONDARY PLATCONSTRUCTIONDOCUMENTS©NOT APPR OVED F OR CONSTRUCTI ON L1.4LANDSCAPEDETAILSLANDSCAPE NOTES 1.THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING MATERIALS AND PLANTS SHOWN ON THE LANDSCAPE PLAN. THE CONTRACTOR IS RESPONSIBLE FOR THE COST TO REPAIR UTILITIES, ADJACENT LANDSCAPE, PUBLIC AND PRIVATE PROPERTY THAT IS DAMAGED BY THE CONTRACTOR OR THEIR SUBCONTRACTOR'S OPERATIONS DURING INSTALLATION OR DURING THE SPECIFIED MAINTENANCE PERIOD. CALL FOR UTILITY LOCATIONS PRIOR TO ANY EXCAVATION AND PLANTING. 2.THE CONTRACTOR SHALL REPORT ANY DISCREPANCY IN PLAN VS. FIELD CONDITIONS IMMEDIATELY TO THE LANDSCAPE ARCHITECT, PRIOR TO CONTINUING WITH THAT PORTION OF WORK. 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF ANY OF THEIR TRENCHES OR EXCAVATIONS THAT SETTLE. 4.ALL NURSERY STOCK SHALL BE WELL BRANCHED, HEALTHY, FULL, PRE-INOCULATED AND FERTILIZED. DECIDUOUS TREES SHALL BE FREE OF FRESH SCARS. TRUNKS WILL BE WRAPPED IF NECESSARY TO PREVENT SUN SCALD AND INSECT DAMAGE. THE LANDSCAPE CONTRACTOR SHALL REMOVE THE WRAP AT THE PROPER TIME AS A PART OF THIS CONTRACT. 5.ALL NURSERY STOCK SHALL BE GUARANTEED, BY THE CONTRACTOR, FOR ONE YEAR FROM DATE OF FINAL INSPECTION. 6.AMENDED SOIL SHALL BE PROVIDED AND GRADED BY THE GENERAL CONTRACTOR UP TO A 6" DEPTH BELOW FINISHED GRADE IN TURF AREAS AND A 12" DEPTH IN PLANTING AREAS. 7.PLANTING AREA TOPSOIL SHALL BE AMENDED WITH 25% SPHAGNUM PEATMOSS, 5% HUMUS AND 65% PULVERIZED SOIL FOR ALL SHRUB, ORNAMENTAL GRASS, PERENNIAL AND ANNUAL BEDS. AMENDED TURF AREA SOIL SHALL BE STANDARD TOPSOIL. 8.SEED LIMIT LINES ARE APPROXIMATE. CONTRACTOR SHALL SEED ALL AREAS WHICH ARE DISTURBED BY GRADING WITH THE SPECIFIED SEED MIXES. 9.CONTRACTOR SHALL INSTALL SHREDDED HARDWOOD MULCH AT A 3" DEPTH TO ALL TREES, SHRUB, PERENNIAL, AND GROUNDCOVER AREAS. TREES PLACED IN AREA COVERED BY TURF SHALL RECEIVE A 4 FT WIDE MAXIMUM TREE RING WITH 3" DEPTH SHREDDED HARDWOOD MULCH. A SPADED BED EDGE SHALL SEPARATE MULCH BEDS FROM TURF OR SEEDED AREAS. A SPADED EDGE IS NOT REQUIRED ALONG CURBED EDGES. 10.DO NOT DISTURB THE EXISTING PAVING, LIGHTING, OR LANDSCAPING THAT EXISTS ADJACENT TO THE SITE UNLESS OTHERWISE NOTED ON PLAN. 11.PLANT QUANTITIES SHOWN ARE FOR THE CONVENIENCE OF THE OWNER AND JURISDICTIONAL REVIEW AGENCIES. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL PLANT QUANTITIES AS DRAWN. 12.THE OWNER'S REPRESENTATIVE MAY REJECT ANY PLANT MATERIALS THAT ARE DISEASED, DEFORMED, OR OTHERWISE NOT EXHIBITING SUPERIOR QUALITY. 13.THE CONTINUED MAINTENANCE OF ALL REQUIRED LANDSCAPING SHALL BE THE RESPONSIBILITY OF THE OWNER OF THE PROPERTY ON WHICH SAID MATERIALS ARE REQUIRED. ALL PLANT MATERIALS REQUIRED BY THIS SECTION SHALL BE MAINTAINED AS LIVING VEGETATION AND SHALL BE PROMPTLY REPLACED BY LANDSCAPE CONTRACTOR DURING WARRANTY PERIOD IF THE PLANT MATERIAL HAS DIED PRIOR TO FINAL ACCEPTANCE. PLANTING AREAS SHALL BE KEPT FREE OF TRASH, LITTER, AND WEEDS AT ALL TIMES. STEEL POST FRONT VIEW SIDE VIEW2'-0"3'-0"32" MIN. WIDTH26"6'-0" MAX. GRADE ORANGE, UV RESISTANT, HIGH - TENSILE STRENGTH, POLY BARRICADE FABRIC (TYPICAL) TREE PROTECTION ZONE AREA SURROUNDING INDIVIDUAL TREES OR GROUPS OF TREES TO REMAIN DURING CONSTRUCTION, AND DEFINED BY THE DRIP LINE OF INDIVIDUAL TREES OR THE PERIMETER DRIP LINE OF GROUPS OF TREES, UNLESS OTHERWISE INDICATED. ROOT SIZE CLASSIFICATIONS: FOUR (4) CLASSES OF ROOT DIAMETERS STATED AS A PERCENTAGE OF THE ROOT DIAMETER COMPARED TO THE MAIN STEM OF ANY PARTICULAR TREE OR SHRUB (FLORA): CLASS 1: ROOT DIAMETER = 20-25% OF MAIN STEM DIAMETER CLASS 2: ROOT DIAMETER = 15-20% OF MAIN STEM DIAMETER CLASS 3: ROOT DIAMETER = 10-15% OF MAIN STEM DIAMETER CLASS 4: ROOT DIAMETER = 1 -15% OF MAIN STEM DIAMETER A. CUT ROOTS WITH SHARP PRUNING INSTRUMENTS; DO NOT BREAK OR CHOP. B. NO MORE THAN 45% OF TOTAL ROOT DIAMETER IN ANY COMBINATION OF ROOT SIZE CLASSIFICATION MAY BE REMOVED: 1. NO MORE THAN ONE (1) CLASS 1 ROOT MAY BE CUT FROM ANY GIVEN FLORA 2. NO MORE THAN TWO (2) CLASS 2 ROOTS MAY BE CUT FROM ANY GIVEN FLORA 3. NO MORE THAN THREE (3) CLASS 3 ROOTS MAY BE CUT FROM ANY GIVEN FLORA 4. NO LIMIT FOR CLASS 4 ROOTS C. ROOT REMOVAL IN EXCESS OF ABOVE SPECIFICATIONS MAY RESULT IN THE REQUIRED REMOVAL AND REPLACEMENT OF THE AFFECTED FLORA BY THE OFFENDING PARTY. D. NOT MORE THAN ONE SIDE OF THE FLORA MAY SUFFER CUT ROOTS. E. NO ROOTS GREATER THAN 25% OF THE FLORA'S TRUNK DIAMETER SHALL BE CUT. F. NO STRUCTURAL ROOTS SHALL BE CUT WITHIN 10'-0” OF THE TRUNK OF ANY FLORA NOTE: IF ROOT REMOVAL EXCEEDS 45% OF TOTAL ROOT DIAMETER, REMOVE TREE AND ROOTS. REPLACE WITH 4" CALIPER TREE. NOTE: - TREE PROTECTION FENCE SHALL EXTEND TO THE EDGE OF THE TREE CANOPY WHEREVER POSSIBLE. CONTRACTOR SHALL FIELD VERIFY LENGTH OF TREE PROTECTION FENCE. - TREE REMOVALS INCLUDE ROOT REMOVAL TO A DEPTH OF 18". CONTRACTOR SHALL CONFIRM UTILITY CONFLICTS PRIOR TO REMOVAL OPERATIONS. NTS TREE PLANTING DETAIL1 NTS SHRUB PLANTING DETAIL2 NTS TREE PROTECTION FENCING3 PERMANENT SEEDING AMERITURF FRONTRUNNER BLEND TALL FESCUE; APPLY AT A RATE OF 350 LBS/ACRE (8LBS/1000 SQFT) SEEDING LEGEND