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 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 Utility Location Verification for ULCC Sub-Committee Date of ULCC Meeting Field Check: 0 Office Check: 0 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 l 'tility will ne..-d to ri.:h:ate and is inter..-sted in propO!lfd ROW (ff applicable) 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: UDtilitv Plan Re,·iew: Co�ect as Shown O Corrections needed O Attachments provided for Consultant Corrections necessary on plan sheets: Utility Requests Paper Plans (choo�t ont): 0 Full Size O Half Size O Cross-Sections (Full Size) 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 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 I I ·I 1 In I J J 1. Terms Herejp Cpptrpmpg Prpyjsjpps: The terms of this attachment shall prevail and control over the terms of any other conflicting provision in any other document relating to and a part of the Agreement.

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

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