Common use of PAVING Clause in Contracts

PAVING. Provide a standard bubble map, as part of the plans, showing locations of numbered points, and a table with point number, northing and easting coordinates, description, and BL station for each point, for the following: ▪ all platted control irons (set or not), including plat boundary irons, for the entire sub-division, not just the current phase ▪ benchmarks, including TBM set with preliminary survey In addition to the required coordinate information, the following shall be included in all plans, at a minimum, as needed for construction staking on all City projects. ▪ Include copy of plat(s) on all plans, as relevant and approved by the Design Engineer ▪ Benchmarks – minimum of two City standards, four total desirable; as close to project as possible, even if TBM set with preliminary survey. ▪ Benchmark elevations must be in the same datum as the design (i.e. NAV 88 design needs NAV 88 benchmarks, not NAV 29) ▪ All control irons/identified property irons shall be shown on plans, with BL stationing and offset ▪ Show deflection angles in BL, and/or bearing/azimuth of BL sections ▪ Arterial project side streets – provide BL station at CL of intersection of the two streets, on the BL; BL station and offset to CL of side street at removal limits; include deflection angle from BL to CL of side street ▪ Existing FL/pavement grades shown at all match points ▪ Top of curb grades and stationing at all ends-of-return and horizontal/vertical P.I.’s, not just even stationing ▪ CL top of pavement grades for arterial ▪ CL elevation for streets on mass grading work @ 100’ Sta in tangent sections and 50’ on curves.

PAVING. Provide a standard bubble map, as part of the plans, showing locations of numbered points, and a table with point number, northing and easting coordinates, description, and BL station for each point, for the following: ▪  all platted control irons (set or not), including plat boundary irons, for the entire sub-division, not just the current phase ▪  benchmarks, including TBM set with preliminary survey In addition to the required coordinate information, the following shall be included in all plans, at a minimum, as needed for construction staking on all City projects. ▪  Include copy of plat(s) on all plans, as relevant and approved by the Design Engineer ▪  Benchmarks – minimum of two City standards, four total desirable; as close to project as possible, even if TBM set with preliminary survey. ▪  Benchmark elevations must be in the same datum as the design (i.e. NAV 88 design needs NAV 88 benchmarks, not NAV 29) ▪  All control irons/identified property irons shall be shown on plans, with BL stationing and offset ▪  Show deflection angles in BL, and/or bearing/azimuth of BL sections ▪  Arterial project side streets – provide BL station at CL of intersection of the two streets, on the BL; BL station and offset to CL of side street at removal limits; include deflection angle from BL to CL of side street ▪  Existing FL/pavement grades shown at all match points ▪  Top of curb grades and stationing at all ends-of-return and horizontal/vertical P.I.’s, not just even stationing ▪  CL top of pavement grades for arterial ▪  CL elevation for streets on mass grading work @ 100’ Sta in tangent sections and 50’ on curves.

PAVING. Provide a standard bubble map, as part of the plans, showing locations of numbered points, and a table with point number, northing and easting coordinates, description, and BL station for each point, for the following: ▪  all platted possible control irons (set as established or not)attained during preliminary survey, including plat boundary but not limited to – sec- tion corners, property irons, intersection center-center irons, other set monuments; any necessary points for the entire sub-division, not just the current phase ▪ benchmarksestablishing BL, including TBM set with preliminary survey P.I.’s in BL  center of signal poles, service and junction boxes, controller, etc.; ends and P.I.’s for retaining walls, at back of walls THE SAME COORDINATE SYSTEM SHALL BE USED FOR ALL SEPARATE PHASES OF A LARGER INFILL OR ARTERIAL STREET PROJECT. In addition to the required coordinate information, the following shall be included in all plans, at a minimum, as needed for construction staking on all City projects. ▪  Include copy of plat(s) on all plans, as relevant and approved by the Design Engineer ▪  Benchmarks – minimum of two City standards, four total desirable; as close to project as possible, even if TBM set with preliminary survey. ▪ Benchmark elevations must be in the same datum as the design (i.e. NAV 88 design needs NAV 88 benchmarks, not NAV 29) ▪ survey  All control irons/identified property irons shall be shown on plans, with BL stationing and offset ▪  Show deflection angles in BL, and/or bearing/azimuth of BL sections ▪  Arterial project side streets – provide BL station at CL of intersection of the two streets, on the BL; BL station sta- tion and offset to CL of side street at removal limits; include deflection angle from BL to CL of side street ▪  Existing FL/pavement grades shown at all match points ▪  Top of curb grades and stationing at all ends-of-return and horizontal/vertical P.I.’s, not just even stationing ▪  CL top of pavement grades for arterial ▪ streets  BL station and offset at all R/W changes; include R/W corners at all intersections, even if no change in R/W  Clearly show existing grades at R/W and beyond; identify removal limits beyond R/W (for grade purposes) with BL station and offset, or dimension from R/W  Show offset distance between BL and proposed street CL elevation when not the same; establish clear relationship be- tween the two  BL station and offset to center of signal poles, service and junction boxes, controllers, etc.  BL station and offset to back of retaining walls, at ends of walls and all P.I.’s  Concrete pavement – provide detailed joint pattern, dimensions, and elevations for streets on mass grading work @ 100’ Sta all valley gutters, inter- sections, and mainline pavement; should be separate plan sheet(s) with clear and project-specific details  Storm Sewer – BL station and offset for all curb inlets, drop inlets, manholes, and other structures (to the coordinate point locations detailed in tangent sections previous sheets); same for SS and 50’ on curves.WL – pertinent facilities should be referenced to BL station and offset  Sanitary Sewer – show deflection angles between MH’s  Curve Tables – should include bends, tees, valves, FH’s etc. for waterlines; ends-of-return, P.I.’s, etc. for paving  Should be able to accurately scale off of plans Attachment No. 3 to Exhibit “A” – CIP Scope of Services Attachment No. 4 to Exhibit “A” – CIP Scope of Services EXHIBIT “B” REVISED NON-DISCRIMINATION AND EQUAL EMPLOYMENT OPPORTUNITY/AFFIRMATIVE ACTION PROGRAM REQUIREMENTS STATEMENT FOR CONTRACTS OR AGREEMENTS During the term of this contract, the contractor or subcontractor, vendor or supplier of the City, by whatever term identified herein, shall comply with the following Non-Discrimination--Equal Employment Opportunity/Affirmative Action Program Requirements:

PAVING. ▪ Provide a standard bubble map, as part of the plans, showing locations of numbered points, and a table with point number, northing and easting coordinates, description, and BL station for each point, for the following: ▪ all platted control irons (set or not), including plat boundary irons, for the entire sub-division, not just the current phase ▪ benchmarks, including TBM set with preliminary survey ▪ In addition to the required coordinate information, the following shall be included in all plans, at a minimum, as needed for construction staking on all City projects. ▪ Include copy of plat(s) on all plans, as relevant and approved by the Design Engineer ▪ Benchmarks – minimum of two City standards, four total desirable; as close to project as possible, even if TBM set with preliminary survey. ▪ Benchmark elevations must be in the same datum as the design (i.e. NAV 88 design needs NAV 88 benchmarks, not NAV 29) ▪ All control irons/identified property irons shall be shown on plans, with BL stationing and offset ▪ Show deflection angles in BL, and/or bearing/azimuth of BL sections ▪ Arterial project side streets – provide BL station at CL of intersection of the two streets, on the BL; BL station and offset to CL of side street at removal limits; include deflection angle from BL to CL of side street ▪ Existing FL/pavement grades shown at all match points ▪ Top of curb grades and stationing at all ends-of-return and horizontal/vertical P.I.’s, not just even stationing ▪ CL top of pavement grades for arterial ▪ CL elevation for streets on mass grading work @ 100’ Sta in tangent sections and 50’ on curves.. ▪ ELEVATION SHALL BE TO TOP OF ROCK BASE. ▪ BL station and offset at all R/W changes; include R/W corners at all intersections, even if no change in R/W ▪ Clearly show existing grades at R/W and beyond; identify removal limits beyond R/W (for grade purposes) with BL station and offset, or dimension from R/W ▪ Show offset distance between BL and proposed street CL when not the same; establish clear relationship between the two ▪ BL station and offset to center of signal poles, service and junction boxes, controllers, etc. ▪ BL station and offset to back of retaining walls, at ends of walls and all P.I.’s ▪ Concrete pavement – provide detailed joint pattern, dimensions, and elevations for all valley gutters, intersections, and mainline pavement; should be separate plan sheet(s) with clear and project-specific details ▪ Storm Sewer – BL station and offset for all curb inlets, drop inlets, manholes, and other structures (to the coordinate point locations detailed in previous sheets); same for SS and WL – pertinent facilities should be referenced to BL station and offset ▪ Sanitary Sewer – show deflection angles between MH’s ▪ Flow line elevations for manhole stubs ▪ Curve Tables – should include bends, tees, valves, FH’s etc. for waterlines; ends-of-return, P.I.’s, etc. for paving ▪ Should be able to accurately scale off of plans Attachment No. 3 to Exhibit “A” – CIP Scope of Services

PAVING. ▪ Provide a standard bubble map, as part of the plans, showing locations of numbered points, and a table with point number, northing and easting coordinates, description, and BL station for each point, for the following: ▪ all platted control irons (set or not), including plat boundary irons, for the entire sub-division, not just the current phase ▪ benchmarks, including TBM set with preliminary survey ▪ In addition to the required coordinate information, the following shall be included in all plans, at a minimum, as needed for construction staking on all City projects. ▪ Include copy of plat(s) on all plans, as relevant and approved by the Design Engineer ▪ Benchmarks – minimum of two City standards, four total desirable; as close to project as possible, even if TBM set with preliminary survey. ▪ Benchmark elevations must be in the same datum as the design (i.e. NAV 88 design needs NAV 88 benchmarks, not NAV 29) ▪ All control irons/identified property irons shall be shown on plans, with BL stationing and offset ▪ Show deflection angles in BL, and/or bearing/azimuth of BL sections ▪ Arterial project side streets – provide BL station at CL of intersection of the two streets, on the BL; BL station and offset to CL of side street at removal limits; include deflection angle from BL to CL of side street ▪ Existing FL/pavement grades shown at all match points ▪ Top of curb grades and stationing at all ends-of-return and horizontal/vertical P.I.’s, not just even stationing ▪ CL top of pavement grades for arterial ▪ CL elevation for streets on mass grading work @ 100’ Sta in tangent sections and 50’ on curves.. ▪ ELEVATION SHALL BE TO TOP OF ROCK BASE. ▪ BL station and offset at all R/W changes; include R/W corners at all intersections, even if no change in R/W ▪ Clearly show existing grades at R/W and beyond; identify removal limits beyond R/W (for grade purposes) with BL station and offset, or dimension from R/W ▪ Show offset distance between BL and proposed street CL when not the same; establish clear relationship between the two ▪ BL station and offset to center of signal poles, service and junction boxes, controllers, etc. ▪ BL station and offset to back of retaining walls, at ends of walls and all P.I.’s ▪ Concrete pavement – provide detailed joint pattern, dimensions, and elevations for all valley gutters, intersections, and mainline pavement; should be separate plan sheet(s) with clear and project-specific details ▪ Storm Sewer – BL station and offset for all curb inlets, drop inlets, manholes, and other structures (to the coordinate point locations detailed in previous sheets); same for SS and WL – pertinent facilities should be referenced to BL station and offset ▪ Sanitary Sewer – show deflection angles between MH’s ▪ Flow line elevations for manhole stubs ▪ Curve Tables – should include bends, tees, valves, FH’s etc. for waterlines; ends-of-return, P.I.’s, etc. for paving ▪ Should be able to accurately scale off of plans Attachment No. 3 to Exhibit “A” – CIP Scope of Services Attachment No.4 to Exhibit "A" - Scope of Services Exhibit B CITY OF WICHITA MANDATORY CONTRACTUAL PROVISIONS ATTACHMENT

PAVING. ■ Provide a standard bubble map, as part of the ofthe plans, showing locations of numbered ofnumbered points, and a table with point number, northing and easting coordinates, description, and BL station for each point, for the following: ▪ ■ all platted control irons (set or not), including plat boundary irons, for the entire sub-division, not just the current phase ▪ ■ benchmarks, including TBM set with preliminary survey ■ In addition to the required coordinate information, the following shall be included in all plans, at a minimum, as needed for construction staking on all City projects. ▪ ■ Include copy of plat(sofplat(s) on all plans, as relevant and approved by the Design Engineer ▪ ■ Benchmarks – - minimum of two oftwo City standards, four total desirable; as close to project as possible, even if TBM set with preliminary survey. ▪ ■ Benchmark elevations must be in the same datum as the design (i.e. NAV 88 design needs NAV 88 benchmarks, not NAV 29) ▪ ■ All control irons/identified property irons shall be shown on plans, with BL stationing and offset ▪ ■ Show deflection angles in BL, and/or bearing/azimuth of BL ofBL sections ▪ ■ Arterial project side streets – - provide BL station at CL of intersection of the ofintersection ofthe two streets, on the BL; BL station and offset to CL of side ofside street at removal limits; include deflection angle from BL to CL of side ofside street ▪ ■ Existing FL/pavement grades shown at all match points ▪ ■ Top of curb ofcurb grades and stationing at all ends-of-return and horizontal/vertical P.I.’s's, not just even stationing ▪ ■ CL top of pavement ofpavement grades for arterial ▪ ■ CL elevation for streets on mass grading work @ work@ 100’ ' Sta in tangent sections and 50’ ' on curves. ■ ELEVATION SHALL BE TO TOP OF ROCK BASE. ■ BL station and offset at all R/W changes; include R/W comers at all intersections, even ifno change in R/W ■ Clearly show existing grades at R/W and beyond; identify removal limits beyond R/W (for grade purposes) with BL station and offset, or dimension from R/W ■ Show offset distance between BL and proposed street CL when not the same; establish clear relationship between the two ■ BL station and offset to center ofsignal poles, service and junction boxes, controllers, etc. ■ BL station and offset to back ofretaining walls, at ends ofwalls and all P.I.'s ■ Concrete pavement - provide detailed joint pattern, dimensions, and elevations for all valley gutters, intersections, and mainline pavement; should be separate plan sheet(s) with clear and project-specific details ■ Storm Sewer - BL station and offset for all curb inlets, drop inlets, manholes, and other structures (to the coordinate point locations detailed in previous sheets); same for SS and WL - pertinent facilities should be referenced to BL station and offset ■ Sanitary Sewer - show deflection angles between MH's • Flow line elevations for manhole stubs • Curve Tables - should include bends, tees, valves, FH's etc. for waterlines; ends-of-return, P.I.'s, etc. for • paving Should be able to accurately scale off of plans Attachment No. 3 to Exhibit "A" - CIP Scope of Services Proiect Name Utility Location Verification for ULCC Sub-Committee Date of ULCC Meeting Field Check: 0 Office Check: 0 UTILITY: Utility Location: Checked by on _ 0 Non.: in Project Limits 0 In Projcct I fo1its. No Rchxation Ncccssary 0 l 'tility will nc.:d to rdocat,.: 0 l "tility is lo,:ati.:d in Privat,.: Easement 0 Private Easement Documentation Attached 0 l 'tility will ne..-d to ri.:h:ate and is inter..-sted in propO!lfd ROW (ff applicable) Briefl)' Describe Type and Location of Facilities within Project: Estimatt' Xxx<' for Rt'location: 0 < 3 months O 3-6 months O 6-9 months O 9 month.'> Weathn Smslth·e: 0 Yes O No Ifyes. please explain: Faetors pnn-quisite to or that rould affect relocation prottSS (i.t'. Regulatory Requinments): UDtilitv Plan Re,·iew: Co�ect as Shown O Corrections needed O Attachments provided for Consultant Corrections necessary on plan sheets: Additional Information requested from Consultant: Utility Requests Paper Plans (choo�t ont): 0 Full Size O Half Size O Cross-Sections (Full Size) PleaSt' emaU this form by Du<' Xxxx' to: Rensed , I 21121 Xx<'ject Engineer Consultant ('ompany Contact lnformalton cc Right-of-\\'ay and l 111lity Coordmalor. PrnJect Manager & Chief I lcs1gn Engineer Attathment No.4 to Exhibit "A" -£c9pe of Services (Describe ExisUlg lacalion in PrujKt: Fadlilies) Relocalion Needs: CcNt■IE!I.ts; !lacatian in PrajKt: l(Desaibe� IFadltiesl IRlilk-- alian NNds:: ff J:�r J J H J a I I I iH Ia: I J r- ,,... ' C iH a:I I if if J if J J ! In I I I IH ·I I J I I I I J in ti I I ·I 1 In I J J J fl EXHIBIT A CITY OF WICHITA MANDATORY CONTRACTUAL PROVISIONS ATTACHMENT

PAVING.  Provide a standard bubble map, as part of the plans, showing locations of numbered points, and a table with point number, northing and easting coordinates, description, and BL station for each point, for the following: ▪  all platted control irons (set or not), including plat boundary irons, for the entire sub-division, not just the current phase ▪  benchmarks, including TBM set with preliminary survey  In addition to the required coordinate information, the following shall be included in all plans, at a minimum, as needed for construction staking on all City projects. ▪  Include copy of plat(s) on all plans, as relevant and approved by the Design Engineer ▪  Benchmarks – minimum of two City standards, four total desirable; as close to project as possible, even if TBM set with preliminary survey. ▪  Benchmark elevations must be in the same datum as the design (i.e. NAV 88 design needs NAV 88 benchmarks, not NAV 29) ▪  All control irons/identified property irons shall be shown on plans, with BL stationing and offset ▪  Show deflection angles in BL, and/or bearing/azimuth of BL sections ▪  Arterial project side streets – provide BL station at CL of intersection of the two streets, on the BL; BL station and offset to CL of side street at removal limits; include deflection angle from BL to CL of side street ▪  Existing FL/pavement grades shown at all match points ▪  Top of curb grades and stationing at all ends-of-return and horizontal/vertical P.I.’s, not just even stationing ▪  CL top of pavement grades for arterial ▪  CL elevation for streets on mass grading work @ 100’ Sta in tangent sections and 50’ on curves..  ELEVATION SHALL BE TO TOP OF ROCK BASE.  BL station and offset at all R/W changes; include R/W corners at all intersections, even if no change in R/W  Clearly show existing grades at R/W and beyond; identify removal limits beyond R/W (for grade purposes) with BL station and offset, or dimension from R/W  Show offset distance between BL and proposed street CL when not the same; establish clear relationship between the two  BL station and offset to center of signal poles, service and junction boxes, controllers, etc.  BL station and offset to back of retaining walls, at ends of walls and all P.I.’s  Concrete pavement – provide detailed joint pattern, dimensions, and elevations for all valley gutters, intersections, and mainline pavement; should be separate plan sheet(s) with clear and project-specific details  Storm Sewer – BL station and offset for all curb inlets, drop inlets, manholes, and other structures (to the coordinate point locations detailed in previous sheets); same for SS and WL – pertinent facilities should be referenced to BL station and offset  Sanitary Sewer – show deflection angles between MH’s  Flow line elevations for manhole stubs  Curve Tables – should include bends, tees, valves, FH’s etc. for waterlines; ends-of-return, P.I.’s, etc. for paving  Should be able to accurately scale off of plans Attachment No. 3 to Exhibit “A” – CIP Scope of Services Attachment No.4 to Exhibit "A" - Scope of Services Exhibit B CITY OF WICHITA MANDATORY CONTRACTUAL PROVISIONS ATTACHMENT