Loading...
HomeMy WebLinkAboutCivil Plans 4.8.19 18City 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 9 P Y Y P this policy. C)Workmcation, of the In and quality of the work completed shall conform to the 20s Standard Specifications of the Indiana deviations re Transportation (hereinafter referred to d. Standard Specifications), in except where deviations are allowed herein, or variances are granted. D)excee the minimum standards h 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 snail apply. F)impro g contained herein shall to construed as prohibiting the design and construction vof e improvements meeting higher standards, nor as discouraging petitions ce appropriate governing bodies for variances for alternatives which can be supported by advances in technology and are approved other agencies with concurrent jurisdiction. HAIL work shall ll comply with the requirements of Section 105.03 u of the is policy and Specifications. StanH)For the purposes of this policy, where the term Engineer is used in this policy and the Standard Specifications, it shall mean: dJ 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. e)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. Authority of the Engineer over the work shall be per Section 105.01 of the Standard Specifications. 9 P P J)schto commencing the work, the Contractor performing the work shall contact the Engineer to schedule n pre-constructionrequirements, re meeting to review the Engineers s of the Pen k andet revts, staff notification re uiremenls required inspections for certain stages of the work and to review the 9 9 P 9 under t of the Engineer as it orioles to the work. Y 9 K)witho no circumstances shell walk subject to the standards established e this policy commence without obtaining approved construction drawings by the City of Carmel Department of Engineering. A)General a)Secwork shall consist of the construction/preparation of the foundation In accordance with Section 105.03 of the Standard Specifications. B)E)Prar ito and Embankment a)scal to beginning excavation and embankment operations, all necessary clearing, grubbing,Slop scalping and topsoil stripping and subsequent backfilling for removed items within the slope slake Spits shall s. performed v accordance with Section is ble a and 2terio of the Standard Specifications. All topsoil, vegetation, roots, stumps, friable and deleterious malarial shall be completely removed within the limits of the slope stakes. (1) After excavation operations, all spongy and yielding material that does not readily compact shall e removed from within the slope slake limits and the resulting void shall be refilled with suitable material and compacted in accordance with Section 203of the Standard Specifications. (2) Any pronounced depressions within the slope stake limits resulting excavation after exccavan tion operations shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications. c)Em bis (1)Embankments Embankments shall be constructed in accordance with Section 203 of the Standard Specifications. (2) All spongy and r yieldingmaterial that does not readiy compact shall be removed from within G the slope slake limits prior to embankment ape (3) Any pronounced it removal within the slope t III -^its resulting after clearing, grubbing, scalping and topsoil removal shall be refilled wtl ha nateri0and compacted in accordance with Section 203 of the Standard S - I r ace within operations. (4) Prior a the construction of any embankment upper _ urfoce within the loot of the slope slakes shall be leveled and the upper r r,l �crpacted 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)Soll Subgrades a)Subgmdes shall be prepared 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. b)The subgrade shall be shaped to the required grade and sections, free from all ruts, corrugations, or other Irregularities. c)The subgrade shall be uniformly prepared, compacted and approved in accordance with Sections 207,02. 207.03 and 207.04 of the Standard Specifications. d)Subgrodes 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. e)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)Exisling Pavement o)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, b)(nocallzed 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. c)Prdr to opening milled areas to traffic, the milled areas shall be cleaned of all material, debris and dust resulting from the operation. d)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 liquidates damages. 3)Aggregate Bases A)General a)This work shall consist of placing a compacted aggregate on a prepared sail subgrade in accordance with Section 105.03 of the Standard Specifications. b)Aggregate Base materials shall be in accordance with Section 301.02 of the Standard Specifications. c)The material shall be obtained from a Certified Aggregate Producer in accordance with Section 917 of the Standard Specifications. d)The Aggregate Base material shall be handled and transported to, and on, the work site in a manner that minimizes segregation and moisture lass. e)Aggregale Bases shall be constructed on prepared foundations and to thicknesses equal or greater than those indicated an the approved construction documents. B)Temperature and Seasonal Limitations a)The Aggregate Base shall be placed In accordance with the temperature limitations of Section 301.04 of the Standard Specifications. b Frozen material shall not be placed. c 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 polity. C)Preparation o)The prepared foundation shall be free from objectionable or foreign materials at the time of placement. b)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)SSending and Finishing a)The Aggregate Base shall be spread in accordance with Section 301.05 of the Standard Specifications. b)The Aggregate Base shall be compacted In accordance with Section 301.06 of the Standard Specifications. c Subse uent paving courses shall be laced over the Aggregate Base within 14 calendar days. 9 P 9 P Aggregate Bases that lay exposed fora period of time greater than ue calendar days or experience i measurable rain event prior h the placement of discretion paving courses shall be subject to inspection and acceptance by the Engineer. At the discretion of the Engineer, additional proof rolls may be required. RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City d Carmel /� , sildidera WA�� DATE: 06/17/19 City of Carmel Righl-of-Way Paving Policy November 2, 2005 4)Asphalt Pavement A)General a)Tfiis 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, b)HMA base, intermediate, or surface mixtures shall be constructed on prepared foundations and to thicknesses equal or greater than those indicated an the approved construction documents. c)Moteriols used in the production of the HMA mixtures shall be in accordance with Section 401.03 of the Standard Specifications. d)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. e)Inslallation of the full pavement section indicated on the approved construction documents for the entire area to be paved must be completed in the some paving season. f)Wideniog operations shall comply with the following: (1) The outside face of the excavated area shall be left as heady 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 sawcul to o clean edge. 3 The subgrade in the widened area shall be compacted in accordance with this policy. R4 Wideningmixtures shall coin with the pavement section indicated on the approved PY P PP construction documents. (5) Compaction of the widening shall be in accordance with Section 304.05 of the Standard Specifications. B)a)Theration a)The Aggregate Base shall j subject to additional proof rolls s accordance with Section 403.26 of the Standard Specifications Unac Unacceptable just prior to placing the HMA courses in accordance with Section 3 any of this policy. Unacceptable areas shall be corrected to the satisfaction of the Engineer before any paving operations commence. b)AIl displacement or rolling the Aggregate Base shall be repaired prior to placing HMA mixtures. c asphalt surfaces shalll be tacked in accordance with Section 406 of the Standard Specifications. ecifications. p tl)Aspeail surfaces between courses shall be tacked in accordance with Section 406 of the Standard Specifications. e)Cohtact surfaces of curbing, gutters, manholes, and other structures shall be tacked in accordance with Section which of the Standard Specifications. t Surfaces on which o mixture is laced shall be free from objectionable or foreign materials at the ) p 1 9 time of placement. g)Tack Coot material shall be distributed with equipment meeting the requirements of Section 4rther an of the Standard Specifications. 0)a)HMA r and Seasonal placed w a)HMA courses shall be placed when the ambient temperature and the temperature determine of the surface to which re is a be placed is pro (on or above. The Engineer shall determine the ambient temperature. There shall be no provision for low temperature compaction allowed by Section 402.76 of the Standard Specifications. b No mixture shall laced a frozen subgrade. P 9 c)Under no circumstances nces shall HMA mixtures e placed between December and Mash 30. d)If a foundation that is receive one more courses of base, intermediate, surface HMA d be mixtures is placed and determined to be an approved foundation by the City prior to November foundation placement of HMA courses will be allowed he re December 15, provided that the emblem and the paving surface temperature complies with the requirements of Section inspector of this policy and the avin contractor a for the services of a full time construction ins actor and who shall act P g yr p as an authorized agent of the Engineer. The Engineer shall select the requirements inspector. e)o the ambient and foundation surface temperature complies with the requirements of e Section 4C(i) of this policy between April I and April paving HMA course shall be allowed ce be placed time an approved foundation provided that the paving contractor pay for the services ee o full time construction inspector and who shall act as an authorized agent of the Engineer. The Engineer shall select the construction inspector. f)The Engineer reserves the right to suspend all paving operations if, in the opinion of the Engineer, of th that prevailing weather conditions and/or the condition of the Subgra de and/or the Aggregate Base may result in substandard HMA placement, spreading and finishing. D)land Finishing o)HMA courses courses shall be placed upon an approved foundation or other HMA course by means of laydown equipment In accordance with Section tunes ill of the Standard SCorrective action. b)begtaken of or flushing ti bleeding of HMA mixtures will not be permitted. Corrective HM shall mixtures token to prevent continuation of these conditions. Segregated or flushed or bleeding HMA mixtures shall be removed if directed. c)AIl areas showing an excess ordeficiency binder shall be removed and replaced. d)HMAloose mixtures that become loose and broken, ken, mixed with dirt, or is In any way defective shall be be removed and replaced_ Joints xas shall conform to the requirements of Section 401.15 of the Standard Specifications. F) Comomppaction a)The Sta HMA mixture Specifications shall be compacted with equipment h accordance with Section 409.03(d) of the Standard Specifications immediately after the mixture has been spread one finished. b)Roioshall not cause undue displacement, cracking, or shoving. 5) A)AII matens A)materials furnished and each port or detail of the work will be subject to Inspection per Station 105,10 of the Standard Specifications for the purpose of ascertaining that the work is in substantial conformance with this policy d the approved construction documents. P Y and PP B)TN6 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)rig and testing of materials, equipment construction work may be requires at the expense of the of the Contractor at the discretion of the Engineer for the purpose of ascertaining that the work is o substantial conformance with this polity and the approved construction documents. Sampling and testing shall conform to the requirements of the shoots of the Standard the 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 f e thickness, pavements shall be cored and tested at the expense Contractor. The average thicknesses of all courses must equal exceed the minimum prescribed the scribed by the approved c construction documents, and no single core shall show a deficiency greater than one half inch 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 agendas, shall not require them assume responsibilities farr the the approved construction documents, for any misinterpretation of the approved construction documents the contractors during construction, or for the means and methodsthossoff construction, nor for safety on the job site. G)Work identified not meet the requirements of this policy or the approved construction documents, unacceptable work, whether the result ofs poor workmanship, use of defective materials, damage through carelessness, ed any other cause found to exist prior to the final Conti rice of the work, shall be removes immediately one replaced in an acceptable manner at the Contractors 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. IJ Work done contrary to instructions provided by the Engineer shall ticonsidered unacceptable and subject to Immediate removal and replacementnt t in accordance with the instructions provided by the Engineer. 6)Accefore a es Aare In acceptance o any phase of construction, the Engineer shill determine if an 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 bantling requirement. City of Carmel Concrete Curb Policy January 13, 2006 1)General A The work t Ib i, ii nncnts of this policy shall Include the production, haulm delive P Y P 9to ray excavation 1 I r jointing, curing, finishing, and other work necessary to prepare within them r.Cif install aggregateCanal bases and Install concrete curbing within property within the co rkc a_s li�m `s c1 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 ore 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)lf 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)Nolhing 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 con 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. F)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 el of Carmel or authorized a enl s that may be retained to represent the City of CarY 9 O Y P Y b)he Ha per Hamilton County Highway Engineer, staff of the Hamilton County Highway Department, other personnel employed byo Hamilton County, or authorized agent(s) that th may be retained to represent Hamilton Count Highway, depending on the location .D the work. p v 9 v. p g Q Authority of the Engineer over the work shall be per Section 105.01 of the Standard Specifications. Pri rcommencingh w rk hContractor e rein h work shall n hEngineer J o to the o the e o l e o s a co tact the to performing schedule n re -construction meetin b review the rtstages construction requirements, staff P 9Engineer's9 authority requirements, required inspectionsthfor certain sla es of the work and to review the 9 99 authority circumstances the Engineer as it relates je the work. K)Cnho no circumstances shall work subject to the standards established e this policy commence without obtaining thin approved construction he portions ti b the is of Carmel t Department of Engineering. 9 pp 9 Y Y p L)te the sole work subject of the Engineer, the portions of this policy related right-of-way 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 f meeting. M)Carmelional and other standards for concrete curb shall be in accordance with the City of Carmel Standard Details. NbUnder no circumstances shall material other than Portland Cement Concrete meeting the standards established by this polity be utilizes to construct concrete curbs within the corporate limits standards limits the Y of Carmel. 0)Cityeno circumstances shall extruded type curb be installed within the corporate limits of the City o n Carmel. 2)Fouddati A)Generamll a)Sec work shall consist of the constru than/preparation of the foundation in accordance with Section 105ion of the Standard Sin accolions. bjThe foundation shall r p,epored s accordance with Section 805.03(a) of the Standard Specifications and and the req,. r-�enls of this policy. B)o)Pnorti to and Embankmer- a Prior to beginning ezc a. r. n er^banI,,r operations all moe d it clearing, nubbin 9 9 • Y 9, grubbing, stoke li and truce zbl IT "-(I Lk Y_J-`1' I t for removed items within the slope slake Grails shall -- --- - - -rction de and 201.04 of the Standard Specifications. All ied. andrid deleterious material shall be completely recoil e., v.l_ th r -n _ _1 _ atles. P) Excavations (1) After excavation operations, all slope and yielding and thematerial that does not readily compact shall ui removed from within the slope slake limits and the resulting void shall be re011etl with suitable material and compacted in accordance with Section 203 of the Standard (2) Any pronounced depressions within the slope stake limits resulting after excavation operations shall be refilled with suitable material any compacted in accordance with Section 203 of the Standard Specifications. c)(1) Embankm (7) Embankments shall be constructed in accordance with Section 203 of the Standard Specifications. (2) All spongy and yielding material that does not operations. compact shall be removed from within the slope stake limits prior to Brain the slope operations. (3) Any pronounced itremoval depressions within the slope stake limits resulting after clearing, grubbing, accords and topsoil removal shall be refilled with suitable material and compacted in accordance e nstCwn 203 of the Standard t, the original prior to embankment operations. (4) Prior to the construction l any embankment, the original ground surface within the limits of the slope slakes shall be leveled and the upper 6-inches shall be compacted in accordance with Section she of the Standard Specifications. (6)) Embankments shall be shaped to be well final nod and shall be protected n prevent erosion. (6) Loose depth re each embankment lift, final compacted depth, compaction method and compaction aio requirements shall be In accordance with Section 203 of the Standard Specifications. s. C)S)I Sucbgrades s a)Section es shall be installed on foundations constructed in accordance with Section 2(e and Section ton of this polity and only after the installation of all utilities r and subsurface drains Indicated . the approved g work t documents to be located under the pavement are Completed. Trench backfilling work io these installations shall be in accordance with the City of Carmel Trench hall be specifications. L)The subgrade shall be shaped to the required grade and sections, free from all ruts, corrugations, or other irregularities. c)The subgrade shall be uniformly prepared, compacted and approved in accordance with Sections 20 207.02, s shall and specie of the Standard ytheEngineer Specifications. d)concretes shall re inspected and approved by the Engineer before any aggregate base or 203.26e curbs are and Specifications. A proofroll shall le conducted in accordance with Section of the n the Standard Specifications. Unacceptable areas shop be corrected to the satisfaction of the Engineer before the Placement r any Aggregate Base or concrete curbing. e)re the discretion uncover of the Engineer, subgrade that has satisfactorily passed a proofroll, but remains uncovered fora period of 14 calendar days prior to placing Aggregate Bose or concrete curbing or is subject to a measurable rain event prior to placing nBase or concrete concrete shall be subject to additional proof rolls prior to placementt ooff the the Aggregate Base or concrete curbing. 3)AggrBases A)General neral a)accwork shall consist of placing a compacted Aggregate Base on a prepared soil subgrade in accordance with Section 10593 of the Standard Specifications. b)Aggregate Base materials shall be in accordance with Section 307.02 of the Standard Specifications. c)The Aggregate Base material shall be obtained from a Certified Aggregate Producer in accordance with Section 917 of the Standard Specifications. d)The Aggregate Base material shall be handled and transported to, and on. the work site in a manner that minimizes segregation and moisture loss. e)Aggregate Bases shall be constructed on approved soil cudgelled and to thicknesses equal or greater than those indicated on the approved construction documents. B)Temperalure and Seasonal Limitations o)The Aggregate Base shall be placed in accordance with the temperature limitations of Section 301.04 of the Standard Specifications. b)Frozen material shall not be placed. c)Aggregate Bases must be placed and pass proof roll prior to November 30 in order to allow paving in accordance with Section 40v) of this policy. C)Preparallon o)The prepared soil subgrade shall be free from objectionable or foreign materials at the time of placement. b)The subgrade shall be subject to additional proof rolls in accordance with Section 203.26 of the Standard Specifications lust prior to placing the Aggregate Base on the subgrade in accordance with Section 20(v) of this policy. Unacceptable areas shall be corrected to the satisfaction of the Engineer before any Aggregate Base is placed. D)Spreadng and Finishing o)The Aggregate Base shall be spread in accordance with Section 301.05 of the Standard Specifications. b)The Aggregate Base shall be compacted in accordance with Section 301.06 of the Standard Specifications. c)(Joncries 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. City of Carmel Concrete Curb Policy January 13, 2006 4)Concrete Curb A)General o)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. b)Concrele 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. c)Malerials 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. d)Egmpment 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 5D8 of the Standard Specifications. e)Concrete production, mixing and hauling/delivery shall be in accordance with Stated 502.10 of the Standard Specifications. f)Inslallalion of the concrete curbing indicated on the approved construction documents shall be completed in the some paving season. B)Preparation a)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(111) of this li Unacceptable area shall corrected h f n f h Engineer before placement f an concrete policy. U accept s s a be co acted to the sots octo a the g be o e pace e t a y curb ing. of All er and Seasonal or rutting of the soil success or Aggregate Base shall be repaired liar to placing concrete curbing. P 9 9P P P 9 C)Weather and Seasonal Limitations a)noncrele curbingfor shall only be placed to accordance with Section 502.11 of the Standard Specifications. There shall be no fixture for installation below the temperatures r stiffed. P P p b No mixture shall be placed shall a frozen subgrade or Aggregate Base. c Under no circumstances shall concrete curb be placed between December 15 and March 30. d Ed a soil subareas or Aggregate Base over which concrete curb is to laced Is laced and approved b the City liar / 9meP P PP Y Y P to November or placement of the concrete curb will be allowed up to December 15, provided that the ambient and sail subgrade or Aggregate a Base surface temperature complies with the requirements or of Section 4C of this alit 9P P q O policy and the paving cif the E i for the services of a full time construction inspector and who shall act as an P 9 PY P authorized ambient a of the Engineer. The Engineer shall select the construction inspector. e)If the ambient and soil subgrade or Aggregate Base surface temperature complies with the requirements of Section 4C(i) of this policy between o p 1 and April 1concrete curb shall be allowed to be placed on an approved soil provided subgrade or Aggregate Base provided that the paving contractor pay for the services a full time construction inspector and who shall act as an authorized agent of the Engineer. The Engineer shall select the construction inspector. Q The Engineer reserves the right to suspend all concrete curb placement operations if, g the opinion of the Engineer, that prevailing weather conditions and/or the condition of the Subg rode and/or the Aggregate Base may result in substandard concrete curb placement, curing and finishing. D)Placemenl o)Concrete curb shall be placed in accordance with Section 502.09, 502.12 and 605.04(c) and 605.04(d) of the Standard Standard Specifications. b)equi machines may be utilized re it accordance with Section508o 6he Standard of the Standard Specifications provided that the equipment hall c ms to the requirements of Section 508 of the Standard Specifications. c Formwork shall comply with the requirements of Section 605.04(b) of the Standard Specifications. d Farms shall be removed in accordance with Section 502.16 and 605.04(b) of the Standard Specifications. E)Jcints o)Jcints shall conform to the requirements of Section 503 and 605.04(e) of the Standard Specifications. b Jo'mts shall be installed at Intervals of ID -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 may be sawed or tooled to a minimum depth of 'h-inch. c Preformed expansion joints shall be laced at intervals of 50-feel or less at all castings, the beginning and end of P P 9 t 9 all curb returns, the and in 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)inand Curing a)The concrete concrete curb shall be finished and cured in accordance with Section 5024(f) 14, 502.15, 504 and 605.Dof the Standard Specifications. b)Cu ring 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 farms are removed. c)The concrete curb shall be allowed to cure for a minimum of 5-days prior to commencing backfilling operations adjacent to the concrete curbing. G)Backfilling a)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. b)Backfilling operations shall be completed prior to opening the area to regular construction traffic. 5)lnspectlons A)AII 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 on 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. Specificolly, 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. 1) 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)Acceptonce 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. NOTE. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. o Know what's below. Call before you di( Waffle Indiana Call 811 or 800-382-5544 24 Hoor a Pop ] Cvp a iore. PER I STATE IT IS AGAINST THE LAW H_ L - do N an El ,G F st N > Q al to Cx F c _17 U as , Z 1:1.0 0 F h Es di o`S as an 0 .0 0 3 ti m as ,ocr vah ,D up Co xe no no sh env cc ,ah oc rr Sze r -ds, crM M WU0 W yTI� W h--I W W z I --I MENMEN H W Q z O t/I W 21 P. 0 V) a .0 0 N N C_ 9 EV N W > U UQ a M c m T N U N ) c D azzC _1 J .u�iz Ed v, 'z c OR RLCKEN VA W QC O Z a 2 Cd Z 3C 0 UL O W Z IY O O - rn W 2 I- 0 O Ln z 0 H U 44 W a GO (~ U W m--. 4 a k 3 FJ 2 a ti C901 P1, --,-I Co. W 18.0605