Roscommon County Road Commission

Transcription

1 Roscommon County Road Commission James Porath, Commissioner 820 E. West Branch Road im O Rourke, Manager Justin Wykoff, Commissioner Prudenville, MI Phone:(989) Fred Chidester, Commission Fax:(989) Brian Vaughn, Commissioner Website: rcrc.roscommoncrc.com John Earley, Commissioner rcrc@roscommoncrc.com NOICE O BIDDERS he Roscommon County Road Commission will receive sealed bids until 2:00 p.m. on Wednesday, February 27, Bids will be opened at 2:00 p.m. for tabulation and review. Bid results and staff recommendations will be presented to the Board at their regular meeting February 28, 2019 beginning at 7:00 p.m. at the Road Commission office located at 820 E. West Branch Road, Prudenville, MI County Road 400 (Emery Road) Project Description: 2.17 total miles shoulder widening, curb and gutter, hot mix asphalt overlay, aggregate shoulders, and pavement markings on CR 400(Emery Rd) from Old US 27 to ower Hill Road in Roscommon ownship, Roscommon County. he County Road 400 project is funded by the ransportation Economic Development Fund (EDF) grant, except where otherwise indicated on the plans or in the proposal, all materials and workmanship shall be in accordance with Michigan Department of ransportation 2012 Standard Specification for Construction, 2011 Michigan Manual on Uniform raffic Control Devices for Street and Highways, and Section C (3R) of the Michigan Department of ransportation Local Agency Programs Guidelines for Geometrics, dated July 24, Proposal and plans can be obtained by contacting the Roscommon County Commission at the above street address, address, by calling (989) , or on the website. Questions and answers as well as any potential addendums will be posted on the website without notification. he website should be checked prior to bid submittal for any potential changes. If you have any additional questions please contact Neil Belanger at ext. 17. Bids must be in a sealed envelope and clearly marked as County Road 400. he Board reserves the right to reject any or all bids, to waive informalities in the bids and award the bid deemed to be in the best interest of Roscommon County. ROSCOMMON COUNY BOARD OF ROAD COMMISSIONERS James Porath, Chair Fred Chidester, Vice Chair Justin Wykoff, Member Brian Vaughn, Member John Earley, Member

2 CAEGORY F GRAN # CR 400 (EMERY RD) ROSCOMMON COUNY ROAD COMMISSION DAE: FEBRUARY 27, 2019 SCHEDULE OF BID IEMS IEM CODE IEM DESCRIPION ESIMAED UNI UNI PRICE PROPOSAL AMOUN QUANIY Mobilization, Max $47,400 1 LSUM Curb and Gutter, Rem 337 Ft _Pavt, Rem Modified 43 Syd Embankment, LM 149 Cyd Excavation, Earth 150 Cyd Machine Grading 4 Sta Aggregate Base 297 on Maintenance Gravel 20 on Approach, Cl II 27 on Shoulder, Cl II 548 on _renching, Modified 225 Sta Pavt for Butt Joints, Rem 230 Syd Hand Patching 1 on HMA, 13A 5,652 on HMA Approach 72 on Curb and Gutter, Conc, Det B2 750 Ft Post, Mailbox 11 Ea Pavt Mrkg, Polyurea, 24 inch, Stop Bar 93 Ft Pavt Mrkg, Waterborne, 4 inch, White 22,575 Ft Pavt Mrkg, Waterborne, 4 inch, Yellow 8,316 Ft Pavt Mrkg, Waterborne, 2nd Application, 4 inch, White 22,575 Ft Pavt Mrkg, Waterborne, 2nd Application, 4 inch, Yellow 8,316 Ft Lighted Arrow, ype C, Furn 2 Ea Lighted Arrow, ype C, Oper 2 Ea Minor raf Devices 1 LSUM Pavt Mrkg, West Reflective, ype R, ape, 4 inch Yellow, emp 1,364 Ft Plastic Drum, High Intesity, Furn 220 Ea Plastic Drum, High Intensity, Oper 220 Ea Sign, ype B, emp, Prismatic, Furn 496 Sft Sign, ype B, emp, Prismatic, Oper 496 Sft Sign, ype B, emp, Prismatic, Special, Furn 16 Sft Sign, ype B, emp, Prismatic, Special, Oper 16 Sft raf Regulator Control 1 LSUM _Slope Restoration, Modified 1,645 Syd Monument Box Adjust 3 Ea otal Bid Amount

3 ROSCOMMON COUNY ROAD COMMISSION IN COOPERAION IMH MICHIGAN DEPARMEN OF RANSPORAION AND FEDERAL HIGHWAY ADMINISRAION CR 400 (EMERY ROAD) ROSCOMMON OWNSHIP 22N R4W (CR 400(EMERY RD)) CONROL SECION : JOB NUMBER: RAFFIC DAA PRESEN AVERAGE DAILY RAFFIC CR400 POSED SPEED PRIMA FACIE PROJEC LENGH: 2.17 MILES PROJEC DESCRIPION: 2.17 OAL MILES OF SHOULDER WIDENING, CURB AND GUER, HO MIX ASPHAL OVERLAY, AGGREGAE SHOULDERS, AND PAVEMEN MARKINGS. PERCEN COMMERCIAL % 5% CR400 DESIGN SPEED 55 MPH EXCEP WHERE OHERWISE INDICAED ON HESE PLANS OR IN HE PROPOSAL AND SUPPLEMENAL SPECIFICAIONS CONAINED HEREIN, ALL MAERIALS AN D WORKMANSHIP SHALL BE IN ACCORDANCE WIH HE MICHIGAN DEPARMEN OF RANSPORAION 2012 SANDARD SPECIFICAIONS FOR CONSRUCnON, 2011 MICHIGAN MANUAL ON UNIFORM RAFFIC CONROL DEVICES FOR SREES AND HIGHWAYS AND SECION C (3R) OF HE "MICHIGAN DEPARMEN OF RANSPORAION LOCAL AGENCY PROGRAMS GUIDELINES FOR GEOMERICS", 2017 EDIION. RAFFIC AND SAfEY SPECIAL DEAI LS WZC-l00-A GROUND DRIVEN SIGN SUPPORS FOR EMP SIGNS WZC-125-E EMPORARY RAFFIC CONROL DEVICES COUNY ROAD COMMISSION APPROVAL ~ ~)-17 _/0'l CHAIR ~SPH DAE PREPARED UNDER HE SUPERVISION OF NEIL A. BELANGER REGISERED PR OFFESSIONAL ENGINEER REGISRAION NO Y--- 3 A- I/tY/fJ MANAGER mto'rourke DAE

4 POB 1+00 POE ROA D ROSCOMMON CO C OMMI SSION CR 400 (OLD US-27 O OWERHILL) JOB NUMBER: PROJEC LOCAION MAP ROSCOMMON COUNY ROAD COMMISSION DESIGN: BELANGER DAE: SCALE: N/A 2 of 35

5 PROGRESS CLAUSE RCRC: NAB 1 of he anticipated start date is May 1, 2019, after receiving Notice of Award of Contract, or on the date agreed upon with the Engineer. In no case shall any work be commenced prior to receipt of formal notice of award by the Department. he entire project must be completed on or before the final completion date of September 1, he Low Bidder for the work covered by this proposal will be required to prepare and submit F o r m 1130, Progress Schedule to the Engineer within seven (7) calendar days of confirmation by the Department, of the low bid. he progress schedule must be approved by the Project Engineer and submitted to MDO Contract Services Division (CSD), in order for the contractor to receive contract award. Lack of timely submittal by the contractor will delay contract award per subsection of the Standard Specifications for Construction. he Progress Schedule shall include, as a minimum, the controlling work items for the completion of the project and the planned dates that these work items will be controlling operations. When specified in the bidding Proposal, the date the project is to be opened to traffic, as well as the final project completion date, shall also be included in the Project Schedule. If the bidding Proposal specifies other controlling dates, these shall also be included in the Progress Schedule. he Project Engineer will arrange the time and place for the preconstruction meeting after contract award. he named subcontractor(s) for Designated and/or Specialty Items, as shown in the Proposal, is recommended to be at the preconstruction meeting if such items materially affect the work schedule. Liquidated Damages shall be assessed in accordance with Section of the 2012 MDO Standard Specifications for Construction. 3 of 35

6 CAEGORY F GRAN # CR 400 (EMERY RD) ROSCOMMON COUNY ROAD COMMISSION DAE: FEBRUARY 27, 2019 SCHEDULE OF BID IEMS IEM CODE IEM DESCRIPION ESIMAED UNI UNI PRICE PROPOSAL AMOUN QUANIY Mobilization, Max $47,400 1 LSUM Curb and Gutter, Rem 337 Ft _Pavt, Rem Modified 43 Syd Embankment, LM 149 Cyd Excavation, Earth 150 Cyd Machine Grading 4 Sta Aggregate Base 297 on Maintenance Gravel 20 on Approach, Cl II 27 on Shoulder, Cl II 548 on _renching, Modified 225 Sta Pavt for Butt Joints, Rem 230 Syd Hand Patching 1 on HMA, 13A 5,652 on HMA Approach 72 on Curb and Gutter, Conc, Det B2 750 Ft Post, Mailbox 11 Ea Pavt Mrkg, Polyurea, 24 inch, Stop Bar 93 Ft Pavt Mrkg, Waterborne, 4 inch, White 22,575 Ft Pavt Mrkg, Waterborne, 4 inch, Yellow 8,316 Ft Pavt Mrkg, Waterborne, 2nd Application, 4 inch, White 22,575 Ft Pavt Mrkg, Waterborne, 2nd Application, 4 inch, Yellow 8,316 Ft Lighted Arrow, ype C, Furn 2 Ea Lighted Arrow, ype C, Oper 2 Ea Minor raf Devices 1 LSUM Pavt Mrkg, West Reflective, ype R, ape, 4 inch Yellow, emp 1,364 Ft Plastic Drum, High Intesity, Furn 220 Ea Plastic Drum, High Intensity, Oper 220 Ea Sign, ype B, emp, Prismatic, Furn 496 Sft Sign, ype B, emp, Prismatic, Oper 496 Sft Sign, ype B, emp, Prismatic, Special, Furn 16 Sft Sign, ype B, emp, Prismatic, Special, Oper 16 Sft raf Regulator Control 1 LSUM _Slope Restoration, Modified 1,645 Syd Monument Box Adjust 3 Ea otal Bid Amount 4 of 35

7 JN: ROSCOMMON COUNY ROAD COMMISSION LOG OF PROJEC RCRC:NAB his project consists of work on CR400 (Emery Rd) in Roscommon County, stationing runs West to East. References to the right and left sides of the roadway correspond to the direction of the stationing. Locations of items shown on the project log were located by the use of an electronic distance-measuring device. Locations shall be considered approximate and final measurement shall determine pay limits. Job commences on CR400 (Emery Rd) P.O.B. Station 1+00 (25 feet East of the centerline of Old US-27) thence East to the P.O.E. Station (19 feet West of S. ower Hill Rd). Description of Work: 2.17 total miles shoulder widening, curb and gutter, hot mix asphalt overlay, aggregate shoulders, and pavement markings on CR 400(Emery Rd) from Old US-27 to ower Hill Road in Roscommon ownship, Roscommon County Curb and Gutter, Rem: Remove and dispose of curb and gutter per section 204 of the MDO 2012 Standard Specifications for Construction, or as directed by the Engineer. (337 Ft) Station 1+00 to 1+62 L Station 1+00 to 1+58 R Station to L Station to L 95 Ft 98 Ft 72 Ft 72 Ft _Pavt, Rem Modified Remove existing concrete pavement from driveway approaches at the log locations per section 204 of the MDO 2012 Standard Specifications for Construction, or as directed by Engineer. (43 Syd) Station to 77+28, O/S R Station to 78+07, O/S R Station to 94+63, O/S L 15 Syd 15 Syd 13 Syd Embankment, LM: Haul and place Embankment, LM at the log locations to create 3:1 slopes and provide a 4 depth for topsoil material when performing the Slope Restoration, Modified item. Haul and place Embankment, LM per section 205 of the MDO 2012 Standard Specifications for Construction, or as directed by the Engineer. Place Embankment per the Slope Flattening Detail. (149 Cyd) Station to (Dead Stream) R Station to (Dead Stream) R Station to (Duke Dr) R Station to (Duke Dr) R Station to R Station to R Station to R Station to R Station to R 6 Cyd 6 Cyd 6 Cyd 6 Cyd 5 Cyd 25 Cyd 5 Cyd 15 Cyd 75 Cyd 5 of 35

8 RCRC:NAB Excavation, Earth: Once the renching, Modified item has been completed proof roll the subgrade with a loaded tandem axle dump truck to determine any soft areas. Ensure that the Engineer is present to witness proof rolling of the shoulder. If areas are determined to require removal, remove the poor earth to a depth of 4 inches below the trenching operation per Section 205 of the 2012 Standard Spec and dispose of properly. he area set up for Excavation, Earth are the areas believed to have poor soil, but the full limits shall be determined by the Engineer and proof rolling. (150 Cyd) Station to R Station to R 100 Cyd 50 Cyd Machine Grading: Grade approaches to limits as shown in HMA Approach per section 205 of the MDO 2012 Standard Specifications for Construction, or as directed by the Engineer. Any excess material from grading operations may be spread in the station ranges shown for machine grading, but outside of the HMA Approach limits. (4 Sta) Station to R Station to L Station to R Station to R Station to R 1.0 Sta 1.0 Sta 1.0 Sta 0.5 Sta 0.5 Sta Aggregate Base: Haul and place Aggregate Base (22A Aggregate) at the log locations. Place aggregate base 4 wide and approximately 4 deep in the Excavation, Earth areas. Haul and place Aggregate Base per section 302 of the MDO 2012 Standard Specifications for Construction, or as directed by the Engineer. (297 on) Station 1+00 to 1+62 L, (2 under Proposed Curb) Station 1+00 to 1+58 R, (2 under Proposed Curb) Station to R Station to R Station to L, (2 under Proposed Curb) Station to L, (2 under Proposed Curb) 3 on 3 on 190 on 95 on 3 on 3 on Maintenance Gravel: Haul, and place maintenance gravel in aggregate driveways and approaches with a 3 or greater rise/drop due to construction operations the same day, to provide a flush transition between shoulders, driveways and other areas for maintenance of traffic per Section 306 of the MDO 2012 Standard Specifications for Construction, or as directed by the Engineer. (20 on) Various Driveways/Approaches 20 on Approach, Cl II: Haul and place Aggregate Base (23A Aggregate) at the log locations per section 307 of the MDO 2012 Standard Specifications for Construction, or as directed by engineer. Match HMA approach to existing gravel roadway while maintaining existing road slopes. (27 on) Station to (Deadstream), O/S R 8 on 6 of 35

9 RCRC:NAB Station to (Deadstream), O/S L Station to (Duke), O/S R Station to (Commercial Entrance), O/S R Station to (Commercial Entrance), O/S R 5 on 10 on 2 on 2 on Shoulder, Cl II: Haul, place, and compact 2 wide, or to the hinge point, aggregate base (23A Aggregate) shoulders per the Proposed ypical Sections and per Section 307 of the MDO 2012 Standard Specifications for Construction, or as directed by the Engineer. Match Shoulder, to the top of the proposed HMA overlay and match into existing at limits. Widen shoulder, at driveways/approaches, to create a smooth transition from top of HMA overlay to existing surface. (548 on) Station 1+58 to R Station 1+62 to L Station to R Station to R Station to L Various Driveway Bumpouts 20 on 145 on 55 on 190 on 120 on 18 on renching, Modified: rench out the shoulder area to a depth 2 below the top of the existing HMA, or wedged areas. Remove material from existing edge of HMA to 16.5 O/S from centerline. Maintain the existing cross slope of the adjacent lane as determined with a straight edge. renching, Modified shall be completed per Section 307 of the MDO 2012 Standard Specifications for Construction, the renching, Modified Special Provision or as directed by the Engineer. (225 Sta.) Station 1+58 to R Station 1+62 to L Station to L 115 Sta 58 Sta 52 Sta Pavt for Butt Joints, Removal: he HMA surface shall be cold milled to a depth of 1.5 and tapered to 0 per Section 501 of the MDO 2012 Standard Specifications for Construction or as directed by the engineer. (230 Syd) Station 1+00 to 1+07 C/L, deep Station to L (Loxley Rd), deep Station to C/L, deep 120 Syd 20 Syd 90 Syd Hand Patching Place HMA, 13A to form a temporary taper at the end of the days paving to provide a smooth transition from the newly paved surface down to the existing roadway per Section 501 of the MDO 2012 Standard Specifications for Construction (1 on) Miscellaneous Quantity 1 on 7 of 35

10 RCRC:NAB HMA, 13A: Place HMA, 13A 0-4 wide and at a rate of 220 Lbs/Syd in the trenching area or as directed by the Engineer per Section 501 of the MDO 2012 Standard Specifications for Construction as detailed out in the typical sections. he trenched shoulder shall be paved in flush with the existing asphalt and shall match the lane slope after any wedging is complete. Place HMA, 13A at a rate of 220 Lbs/Syd as an overlay over the existing road and paved shoulder per the proposed typical sections, and per Section 501 of the MDO 2012 Standard Specifications for Construction. (5,652 on) HMA Wedging RAP(24 on): Station 6+50 to 7+85 R Station 6+50 to 7+85 L rench Paving RAP(1033 on): Station 1+89 to 2+49 R(0-2 Wide) Station 1+89 to 2+49 L(0-2 Wide) Station 2+49 to R(2 Wide) Station 2+49 to L(2 Wide) Station to R(2-4 Wide) Station to L(2-4 Wide) Station to R(4 Wide) Station to L(4 Wide) Station to L(0-4 Wide) Station to L(4 Wide) Overlay NO RAP(4,595 on): Station 1+00 to 1+59 R, 76 to 16 Wide Station 1+00 to 1+59 L, 76 to 16 Wide Station 1+59 to Wide L & R 14 on 10 on 1 on 1 on 50 on 50 on 5 on 5 on 470 on 190 on 1 on 260 on 30 on 30 on 4,535 on HMA Approach: Place HMA, 13A NO RAP top course at a rate of 220 lbs/syd per Section 501 of the MDO 2012 Standard Specifications for Construction. (72 on) Station to (S. Deadstream), O/S R Station to (S. Deadstream), O/S L Station to (Duke Dr), O/S R Station to (Loxley Rd), O/S L Station to (Commercial Entrance), O/S R Station to (Commercial Entrance), O/S R 9 on 5 on 11 on 32 on 7 on 8 on Curb and Gutter, Conc, Det B2: Construct curb and gutter per section 802 of the Standard Spec. Payment for this item includes payment for preparing the base, placing forms, placing concrete, finishing the curb, and backfilling after proper cure. Backfill will only be paid separately for the areas that do not have existing curbs. At existing curb locations place curb and gutter 2 higher than existing to accommodate overlay. (750 Ft) Station 1+00 to 1+62 L Station 1+00 to 1+58 R Station to (Dead Stream) R Station to (Dead Stream) R Station to (Duke Dr) R 100 Ft 100 Ft 100 Ft 100 Ft 100 Ft 8 of 35

11 RCRC:NAB Station to (Duke Dr) R Station to (Loxley Rd) L Station to (Loxley Rd) L 100 Ft 75 Ft 75 Ft Post, Mailbox: Remove and relocate the existing mailbox support with a new post per section 807 of the Standard Spec and in compliance with the Postmaster General s specifications. (11 Ea) Station R Station R Station R Station R Station R Station R Station R Station R 1 Ea 1 Ea 1 Ea 2 Ea 1 Ea 1 Ea 1 Ea 3 Ea Pavt Mrkg, Polyurea, 24 inch, Stop Bar: Place 24 Polyurea pavement markings to form stop bars per Section 811 of the MDO 2012 Standard Specifications for Construction, the 2011 Michigan Manual of Uniform raffic Devices for Streets and Highways (MMUCD), and PAVE-930-C. (93 Ft) Station 1+30 L (Old 27) Station R (Dead Stream) Station R (Duke Dr) Station L(Loxley) 25 Ft 22 Ft 22 Ft 24 Ft Pavt Mrkg, Waterborne, 4 inch, White: Place 4 permanent pavement markings to form 12 wide lanes per Section 811 of the MDO 2012 Standard Specifications for Construction and the 2011 Michigan Manual of Uniform raffic Devices for Streets and Highways (MMUCD). (22,575 Ft) Station 1+53 to R Station 1+57 to L Station to R Station to L Station to R 890 Ft 6,160 Ft 2,393 Ft 5,150 Ft 7,982 Ft Pavt Mrkg, Waterborne, 4 inch, Yellow: Place permanent pavement markings to form 12 wide lanes per Section 811 of the MDO 2012 Standard Specifications for Construction and the 2011 Michigan Manual of Uniform raffic Devices for Streets and Highways (MMUCD). (8,316 Ft) Station 1+40 to C/L Skip 925 Ft Station to L Skip/R Barrier 1,121 Ft Station to L Barrier/R Barrier 696 Ft Station to L Barrier/R Skip 1,612 Ft Station to L Barrier/R Skip 91 Ft Station to C/L Skip 413 Ft 9 of 35

12 RCRC:NAB Station to L Skip/R Barrier 1,541 Ft Station to C/L Skip 113 Ft Station to L Barrier/R Skip 1,152 Ft Station to C/L Skip 88 Ft Station to L Skip/R Barrier 526 Ft Station to C/L Skip 38 Ft Pavt Mrkg, Waterborne, 2 nd Application, 4 inch, White: Place 2 nd application 4 permanent pavement markings to form 12 wide lanes per Section 811 of the MDO 2012 Standard Specifications for Construction and the 2011 Michigan Manual of Uniform raffic Devices for Streets and Highways (MMUCD). (22,575 Ft) See Pavt Mrkg, Waterborne, 4 inch, White for locations Pavt Mrkg, Waterborne, 2 nd Application, 4 inch, Yellow: Place 2 nd application permanent pavement markings to form 12 wide lanes per Section 811 of the MDO 2012 Standard Specifications for Construction and the 2011 Michigan Manual of Uniform raffic Devices for Streets and Highways (MMUCD). (8,316 Ft) See Pavt Mrkg, Waterborne, 4 inch, Yellow for locations Pavt Mrkg, Wet Reflective, ype R, ape, 4 inch, Yellow, emp: Place temporary pavement marking per Section 812 of the MDO 2012 Standard Specifications for Construction or as directed by the Engineer. (1,364 Ft) Station 1+00 to (Single Skip) Station to (Double Skip) Station to (Single Skip) Station to (Double Skip) Station to (Single Skip) Station to (Double Skip) Station to (Single Skip) Station to (Double Skip) Station to (Single Skip) 300 Ft 432 Ft 132 Ft 200 Ft 36 Ft 152 Ft 28 Ft 72 Ft 12 Ft _Slope Restoration, Modified: Place topsoil, seed, fertilizer, and mulch per Section 816 of the MDO 2012 Standard Specifications for Construction, per the Slope Restoration, Modified special provision, or as directed by the Engineer. Match outside top of Shoulder, to offset shown in log. (1,645 Syd) Station 1+00 to 1+62 L, 5 behind curb Station 1+00 to 1+58 R, 5 behind curb Station to R, 5 behind curb Station to R, 5 behind curb Station to R, 5 behind curb Station to R, 5 behind curb Station to L, 5 behind curb Station to L, 5 behind curb Station to 68+50, O/S R Station to 76+71, O/S R 60 Syd 60 Syd 60 Syd 60 Syd 60 Syd 60 Syd 45 Syd 45 Syd 40 Syd 435 Syd 10 of 35

13 RCRC:NAB Station to 81+00, O/S R Station to 82+56, O/S R Station to 92+57, R 135 Syd 145 Syd 440 Syd Monument Box Adjust: Adjust Monument box per section 821 of the MDO 2012 Standard Specifications for Construction or as directed by the Engineer. Payment includes all materials and equipment to raise or lower monument boxes to a position flush with the final paved grade. (3 Ea) Station C/L Station C/L Station R 1 Ea 1 Ea 1 Ea 11 of 35

14 RCRC:NAB Items of Work Quantity Units Mobilization, Max $47,400 1 Lsum Curb and Gutter, Rem 337 Ft _Pavt, Rem Modified 43 Syd Embankment, LM 149 Cyd Excavation, Earth 150 Cyd Machine Grading 4 Sta Aggregate Base 297 on Maintenance Gravel 20 on Approach, Cl II 27 on Shoulder, Cl II 548 on _renching, Modified 225 Sta Pavt for Butt Joints, Rem 230 Syd Hand Patching 1 on HMA, 13A 5,652 on HMA Approach 72 on Curb and Gutter, Conc, Det B2 750 Ft Post, Mailbox 11 Ea Pavt Mrkg, Polyurea, 24 inch, Stop Bar 93 Ft Pavt Mrkg, Waterborne, 4 inch, White 22,575 Ft Pavt Mrkg, Waterborne, 4 inch, Yellow 8,316 Ft Pavt Mrkg, Waterborne, 2nd Application, 4 inch, White 22,575 Ft Pavt Mrkg, Waterborne, 2nd Application, 4 inch, Yellow 8,316 Ft Lighted Arrow, ype C, Furn 2 Ea Lighted Arrow, ype C, Oper 2 Ea Minor raf Devices 1 Lsum Pavt Mrkg, Wet Reflective,ype R, 4 inch, Yellow, emp 1,364 Ft Plastic Drum, High Intensity, Furn 220 Ea Plastic Drum, High Intensity, Oper 220 Ea Sign, ype B, emp, Prismatic, Furn 496 Sft Sign, ype B, emp, Prismatic, Oper 496 Sft Sign, ype B, emp, Prismatic, Special, Furn 16 Sft Sign, ype B, emp, Prismatic, Special, Oper 16 Sft raf Regulator Control 1 Lsum Slope Restoration, Modified 1,645 Syd Monument Box Adjust 3 Ea 12 of 35

15 ROSCOMMON COUNY ROAD COMMISSION GENERAL NOES RCRC:NAB CONAC NUMBER: Contact number to the Roscommon County Road Commission is (989) Monday hursday 6:00 a.m. to 4:30 p.m. (summer hours). SAIONING: Stationing used on this project is based on existing R.O.W. plans and locations of items of work were determined by electronic distance measuring devices, and are approximate and not necessarily correct. he Contractor shall field verify all dimensions before the start of construction. he Engineer shall immediately be notified of any discrepancies between the log plan and the actual field dimensions. MISS DIG/UNDERGROUND UILIY NOIFICAION For the protection of underground utilities and in conformance with Public Act 174 of 2013, the Contractor shall contact MISS DIG System, Inc. by phone at 811 or or via the web at either elocate.missdig.org for single address or rte.missdig.org, a minimum of 3 business days prior to excavating, excluding weekends and holidays. Consumers Energy DE Energy Frontier Communications 821 Hastings Street 609 Bjornson Street 3249 Forest Drive raverse City, MI Big Rapids, MI Gaylord, MI (231) (231) Charles Harden Roger Starke Larry Bourke (989) office roger.starke@cmsenergy.com lawrence.bourke@dteenergy.com (989) cell Charles.harden@frt.com A& Charter Communications 514 E. Mitchell Street 345 S. State Street Petoskey, MI Oscoda, MI (989) office (989) ext (810) cell ed Matthews Rob Reetz Rr1764@att.com SOIL EROSION MEASURES Appropriate soil erosion and sedimentation control measures per Section B per the Michigan Department of ransportation (MDO) 2012 Standard Specifications for Construction shall be in place prior to earth disturbing activities. Place turf establishment items as soon as possible on potential erodible slopes as directed by the Engineer. Critical grades shall be protected with either sod or seed/mulch or mulch blanket as directed by the Engineer. 13 of 35

16 RCRC:NAB RENCHING All trenching material must be removed from the job site. RCRC will not let the contractor spread the surplus trenching material onto the front slope of the ditch. raffic control drums and low shoulder signs shall be placed per the Maintaining raffic Special Provision if shoulders are left unpaved overnight. he proposed shoulder section must be paved within 24 hours following each day of trenching, unless otherwise directed by the Engineer. SHOULDERING Shoulder, shall be placed in its permanent location within 72 hours of final paving of the roadway. raffic control drums for both L and R and low shoulder signs shall be placed per the Maintaining raffic Special Provision until the final Shoulder has been placed. PAVEMEN MARKINGS Permanent pavement marking and placement of traffic control devices shall be done in accordance with the 2011 Michigan Manual on Uniform raffic Control Devices for Streets and Highways (MMUCD). MAILBOXES Mailboxes shall be relocated if they hinder proposed work. Obtain the Engineer s approval prior to removing any mailboxes. Prior to relocating, the local post office shall be consulted by the Contractor to determine the best temporary location. All affected residents must be notified 24 hours in advance by the Contractor, prior to relocating their mailbox. All moved mailboxes shall be replaced to their original location by the Contractor prior to completion of the project, and will be paid under the appropriate bid item. EXISING SIGN RELOCAION Any permanent signs requiring relocation due to Contractor operations shall be salvaged and reset by the Contractor at locations approved by the Engineer. he Contractor shall witness the existing sign location and notify the RCRC for approval for reinstallation prior to sign removal. Signs and posts damaged during the removal and storage operations shall be replaced with new signs and posts. All signs shall be installed, removed and/or salvaged, with Engineer s approval, according to the current edition of "Michigan Manual on Uniform raffic Control Devices" and the current edition of Michigan Department of ransportation (MDO) "Standard Specifications For Construction." If existing regulator signs (i.e. stop signs) need to be relocated during construction, the Contractor is responsible for removing and immediately re-setting these signs, with the Engineer s approval. Compensation for this work will be considered as included in the pay item for Minor raf Devices. SIE CLEANUP he Contractor shall keep the work site clean per section D.1 of the MDO 2012 Standard Specification for Construction except that the items in D.1 shall be completed at the end of each work day. No additional compensation will be made for this clean up. 14 of 35

17 OLD 27 ROW OLD 27 ROW CURB AND GUER 58'-14' 58'-14' CURB AND GUER HMA DEPH (YP) CURB AND GUER, REM (YP) AGGREGAE BASE DEPH (YP) SAND SUBBASE DEPH (YP) EXISING YPICAL SECION SA 1+00 O 1+59 OLD 27 ROW OLD 27 ROW CURB AND GUER, CONC, DE B2 * 58'-14' MACH EXISING 58'-14' MACH EXISING CURB AND GUER, CONC, DE B2 SLOPE RESORAION 5' (YP) AGGREGAE BASE 2" DEPH (YP) PROPOSED YPICAL SECION SA 1+00 O 1+59 * PROPOSED CURB AND GUER O BE A AN ELEVAION OF 2" HIGHER A EXISING LOCAIONS. ROA D ROSCOMMON CO C OMMI SSION CR 400 (EMERY ROAD) JOB NUMBER: EXISING/PROPOSED YPICAL SECION DESIGN: BELANGER DAE: 1/4/19 SCALE: N/A 15 of 35

18 33' ROW 33' ROW 7' 17'-16' 17'-16' HMA DEPH (YP) 6' AGGREGAE BASE DEPH (YP) SAND SUBBASE DEPH (YP) EXISING YPICAL SECION SA 1+59 O ' ROW 33' ROW 2' 5'-4' HMA SHOULDER 5'-4' HMA SHOULDER 2' MACH EXISING MACH EXISING PROPOSED YPICAL SECION SA 1+59 O 1+89 ROA D ROSCOMMON CO C OMMI SSION CR 400 (EMERY ROAD) JOB NUMBER: EXISING/PROPOSED YPICAL SECION DESIGN: BELANGER DAE: 1/4/19 SCALE: N/A 16 of 35

19 33' ROW 33' ROW 7' 16'-14' 16'-14' * HMA DEPH * (YP) 6' AGGREGAE BASE DEPH (YP) SAND SUBBASE DEPH (YP) EXISING YPICAL SECION SA 1+89 O 2+49 * BEGIN RENCHING, MODIFIED ONCE HMA IS NO LONGER 16' O/S FROM C/L. DEPH OF RENCH O BE 2". 33' ROW 33' ROW 2' 4' HMA SHOULDER** 4' HMA SHOULDER** 2' MACH EXISING MACH EXISING PROPOSED YPICAL SECION SA 1+89 O 2+49 ** HMA 13A IN HE RENCHING, MODIFIED AREA FROM 0' O 2' WIDE. ROA D ROSCOMMON CO C OMMI SSION CR 400 (EMERY ROAD) JOB NUMBER: EXISING/PROPOSED YPICAL SECION DESIGN: BELANGER DAE: 1/4/19 SCALE: N/A 17 of 35

20 33' ROW 33' ROW 4.5' RENCHING, MODIFIED* 14' 14' HMA DEPH (YP) RENCHING, MODIFIED* 4.5' AGGREGAE BASE DEPH (YP) SAND SUBBASE DEPH (YP) EXISING YPICAL SECION SA 2+49 O *RENCHING, MODIFIED DEPH O BE 2" A AN OFFSE OF 16.5' FROM CENERLINE. 33' ROW 33' ROW 2' 4' HMA SHOULDER 4' HMA SHOULDER 2' L MACH EXISING MACH EXISING L PROPOSED YPICAL SECION SA 2+49 O ROA D ROSCOMMON CO C OMMI SSION CR 400 (EMERY ROAD) JOB NUMBER: EXISING/PROPOSED YPICAL SECION DESIGN: BELANGER DAE: 1/4/19 SCALE: N/A 18 of 35

21 33' ROW 33' ROW RENCHING, MODIFIED* 14'- 14'- HMA DEPH (YP) RENCHING, MODIFIED* AGGREGAE BASE DEPH (YP) SAND SUBBASE DEPH (YP) EXISING YPICAL SECION SA O *RENCHING, MODIFIED DEPH O BE 2" A AN OFFSE OF 16.5' FROM CENERLINE. 2' 4' HMA SHOULDER 33' ROW 33' ROW 4' HMA SHOULDER 2' L MACH EXISING MACH EXISING L PROPOSED YPICAL SECION SA O ROA D ROSCOMMON CO C OMMI SSION CR 400 (EMERY ROAD) JOB NUMBER: EXISING/PROPOSED YPICAL SECION DESIGN: BELANGER DAE: 1/4/19 SCALE: N/A 19 of 35

22 33' ROW 33' ROW RENCHING, MODIFIED* HMA DEPH (YP) RENCHING, MODIFIED* AGGREGAE BASE DEPH (YP) SAND SUBBASE DEPH (YP) EXISING YPICAL SECION SA O SA O *RENCHING, MODIFIED DEPH O BE 2" A AN OFFSE OF 16.5' FROM CENERLINE. 2' 4' HMA SHOULDER 33' ROW 33' ROW 4' HMA SHOULDER 2' L MACH EXISING MACH EXISING L PROPOSED YPICAL SECION SA O SA O ROA D ROSCOMMON CO C OMMI SSION CR 400 (EMERY ROAD) JOB NUMBER: EXISING/PROPOSED YPICAL SECION DESIGN: BELANGER DAE: 1/4/19 SCALE: N/A 20 of 35

23 33' ROW 33' ROW 16' HMA DEPH (YP) RENCHING, MODIFIED* AGGREGAE BASE DEPH (YP) SAND SUBBASE DEPH (YP) EXISING YPICAL SECION SA O *RENCHING, MODIFIED DEPH O BE 2" A AN OFFSE OF 16.5' FROM CENERLINE. 2' 4' HMA SHOULDER 33' ROW 33' ROW 4' HMA SHOULDER 2' MACH EXISING MACH EXISING L PROPOSED YPICAL SECION SA O ROA D ROSCOMMON CO C OMMI SSION CR 400 (EMERY ROAD) JOB NUMBER: EXISING/PROPOSED YPICAL SECION DESIGN: BELANGER DAE: 1/4/19 SCALE: N/A 21 of 35

24 33' ROW 33' ROW 16'-20.5' HMA DEPH (YP) RENCHING, MODIFIED* SAND SUBBASE DEPH (YP) EXISING YPICAL SECION SA O *RENCHING, MODIFIED DEPH O BE 2" A AN OFFSE OF 16.5' FROM CENERLINE. 33' ROW 33' ROW 16'-20.5' 4' HMA SHOULDER 2' MACH EXISING MACH EXISING L PROPOSED YPICAL SECION SA O ROA D ROSCOMMON CO C OMMI SSION CR 400 (EMERY ROAD) JOB NUMBER: EXISING/PROPOSED YPICAL SECION DESIGN: BELANGER DAE: 1/4/19 SCALE: N/A 22 of 35

25 33' ROW 33' ROW 18'-19' LOXLEY APPROACH HMA DEPH (YP) RENCHING, MODIFIED* AGGREGAE BASE DEPH (YP) SAND SUBBASE DEPH (YP) EXISING YPICAL SECION SA O *RENCHING, MODIFIED DEPH O BE 2" A AN OFFSE OF 16.5' FROM CENERLINE. 33' ROW 33' ROW 18'-19' 4' HMA SHOULDER 2' LOXLEY APPROACH MACH EXISING MACH EXISING L PROPOSED YPICAL SECION SA O ROA D ROSCOMMON CO C OMMI SSION CR 400 (EMERY ROAD) JOB NUMBER: EXISING/PROPOSED YPICAL SECION DESIGN: BELANGER DAE: 1/4/19 SCALE: N/A 23 of 35

26 33' ROW 33' ROW 21.5'- * HMA DEPH (YP) RENCHING, MODIFIED* AGGREGAE BASE DEPH (YP) SAND SUBBASE DEPH (YP) EXISING YPICAL SECION SA O * BEGIN RENCHING, MODIFIED ONCE HMA IS NO LONGER 16' O/S FROM C/L. DEPH OF RENCH O BE 2". 33' ROW 33' ROW 0-4' HMA SHOULDER** 21.5'- MACH EXISING MACH EXISING 4' HMA SHOULDER L 2' PROPOSED YPICAL SECION SA O ** HMA 13A IN HE RENCHING, MODIFIED AREA FROM 0' O 4' WIDE. ROA D ROSCOMMON CO C OMMI SSION CR 400 (EMERY ROAD) JOB NUMBER: EXISING/PROPOSED YPICAL SECION DESIGN: BELANGER DAE: 1/4/19 SCALE: N/A 24 of 35

27 EX DRIVE OR APPROACH MACH EXISING RADIUS WHERE APPLICABLE (YP) LIMIS OF HMA, 13A 3'* EX ROAD WIDH * FEAHER DOWN HMA, 13A IN 3' WIDH (FROM EDGE OF HMA SHOULDER) OR AS DIRECED BY ENGINEER HMA BUMPOU DEAIL APPLY O ALL DRIVE AND INERSECION APPROACHES NO CALLED OU IN HE HMA APPROACH SECION OF HE LOG EX EDGE OF MAINLINE HMA EX ROAD 16' PROPOSED LANE AND HMA SHOULDER LIMIS OF PAV, REM, MODIFIED (REMOVE PAV O OFFSES PER LOG) EX CONC CONCREE DRIVE DEAIL APPLY O ALL CONCREE DRIVES AS SHOWN IN LOG ROA D ROSCOMMON CO C OMMI SSION CR 400 (EMERY ROAD) JOB NUMBER: DESIGN: DOEBLER DEAIL DRAWING DAE: 12/04/18 SCALE: N/A 25 of 35

28 MILL O DEPH OF 0" SA MILL O DEPH OF 1.5" (YP) SA EX HMA BU JOIN DEAIL SAION 1+00 O 1+07 MILL O DEPH OF 0" MILL O DEPH OF 1.5" (YP) EX HMA SA SA BU JOIN DEAIL SAION O ROA D ROSCOMMON CO C OMMI SSION CR 400 (EMERY ROAD) JOB NUMBER: DESIGN: DOEBLER DEAIL DRAWING DAE: 12/04/18 SCALE: N/A 26 of 35

29 LOXLEY RD MILL O DEPH OF 1.5" (YP) SA ' O/S L SA ' O/S L MILL O DEPH OF 0" LOXLEY ROAD APPROACH SAION O ROA D ROSCOMMON CO C OMMI SSION CR 400 (EMERY ROAD) JOB NUMBER: DESIGN: DOEBLER DEAIL DRAWING DAE: 12/04/18 SCALE: N/A 27 of 35

30 ROSCOMMON COUNY ROAD COMMISSION SPECIAL PROVISION FOR SLOPE RESORAION, MODIFIED RCRC:NAB 1 of a. Description. his work consists of preparing all areas designated for Slope Restoration, Modified on the plans or by the Engineer, and applying seed and mulch to those areas. urf establishment shall be in accordance with Section 816 of the Michigan Department of ransportation 2012 Standard Specifications for Construction and Standard Plan R-100 Series, except as modified herein or otherwise directed by the Engineer. b. Materials. he materials and application rates specified in Sections 816 and 917 of the Michigan Department of ransportation 2012 Standard Specifications for Construction apply unless modified by this special provision or otherwise directed by the Engineer. 1. Furnish topsoil at a depth of not less than 4 inches for this project. 2. Class A fertilizer shall be used on this project. 3. DS seeding mixture shall be used on this project. 4. Hydro seeder will be used to place mulch, seed & fertilizer. 5. Watering will be applied after seeding. c. Construction. Construction methods shall be in accordance to subsection of the Michigan Department of ransportation 2012 Standard Specifications for Construction. Begin this work as soon as possible after final grading of the areas designated for Slope Restoration, Modified but no later than the maximum time frames stated in subsection of the Michigan Department of ransportation 2012 Standard Specifications for Construction. It may be necessary, as directed by the Engineer, to place materials by hand. Prior to seeding, shape, compact and assure all areas to be seeded are weed free. If the area being restored requires additional earth to meet finished grade, this additional depth must be filled using embankment. A miscellaneous quantity of Embankment, LM has been set up in the quantities for any potential areas requiring embankment. Furnishing and placing this additional material will be paid for as additional work using the Embankment, LM item. After seeding, water all areas that were seeded no later than one week after the seed is placed. Place additional water one more time if needed, as requested by the Engineer. If an area washes out after this work has been properly completed and approved by the Engineer, the contractor shall make the required corrections to prevent future washouts and replace the seed and mulch. his replacement will be paid for as additional work using the Embankment, LM and Slope Restoration, Modified items. If an area washes out for reasons attributable to the Contractor s activity or failure to take 28 of 35

31 RCRC:NAB 2 of proper precautions, replacement shall be at the Contractor s expense. If weeds are determined by the Engineer to cover more than ten percent of the total area of Slope Restoration, Modified, the Contractor shall provide weed control in accordance to subsection J of the Michigan Department of ransportation 2012 Standard Specifications for Construction. Weed control shall be at the Contractor s expense with no additional charges to the project for materials, labor or equipment. d. Measurement and Payment. he completed work as described will be paid for at the contract unit price for the following contract item (pay item): Contract Item (Pay Item) Slope Restoration, Modified Pay Unit Square Yard Payment for Slope Restoration, Modified will be measured by area in square yard in place. All materials, labor and equipment required to install Slope Restoration, Modified which includes, furnishing topsoil, Class A fertilizer, DS seeding mixture, hydro seeder and watering will not be paid for separately but shall be included in the contract unit price bid for Slope Restoration, Modified. 29 of 35

32 ROSCOMMON COUNY ROAD COMMISSION SPECIAL PROVISION FOR HMA APPLICAION ESIMAE RCRC: NAB 1 of a. Description. his work shall be done in accordance with the requirements of Division 5 of the Michigan Department of ransportation (MDO) 2012 Standard Specifications for Construction, except as herein specified. b. Construction Methods. Acceptance testing will be done according to the Michigan Department of ransportation Special Provision 12SP-501J. he Roller Method shall be used for achieving optimal density. c. Materials. HMA, 13A material used as a top course in this project may not contain reclaimed asphalt pavement. he use of Reclaimed asphalt pavement(rap) in HMA, 13A shall be limited to ier 1(0% to 17%) RAP binder by weight of the total binder in the mixture. HMA, 13A, for Overlay, shall have a yield of 220 lbs/syd. HMA Approach, shall be HMA, 13A with a yield of 220 lbs/syd. HMA, 13A, for rench Paving, shall have a yield of 220 lbs/syd. he performance grade asphalt binder for all HMA, 13A shall be PG Aggregate Wear Index (AWI) for the op course shall be a minimum AWI-260. he arget Air Void percentage shall be 3.0% for all HMA, 13A on this project. he Bond Coat material, ype SS1h, shall be per Section 904 of the MDO 2012 Standard Specifications for Construction. he uniform rate of application shall be 0.10 to 0.15 residual gallons/square yard. No separate payment shall be made for the bond coat material. d. Measurement and Payment. Measurement and Payment shall be at the contract unit price for HMA, 13A.. he HMA material for approaches shall be measured and paid for as HMA Approach as called out in the Log Plans. 30 of 35

33 NUMBER PROPOSED HMA MIXURE APPLICAION RAE ABLE HMA MIXURE RAE OF LBS PER SYD PERFORMANCE GRADE COMMENS HMA, 13A(NO RAP) OP, AWI 260 L HMA, 13A(RAP) RENCH PAVING WEDGING HMA, 13A(RAP) WEDGING APPROACH HMA, 13A HMA APPROACH JOB NUMBER: NOE: HMA, 13A MAERIALS USED AS A OP COURSE IN HIS PROJEC MAY NO CONAIN RECLAIMED ASPHAL PAVEMEN. HMA BOND COA (SS1H) APPLIED A RESIDUAL GAL/SYD AND SHALL BE INCLUDED IN HE UNI COS OF HMA PAY IEMS. ROA D ROSCOMMON CO C OMMI SSION CR 400 (EMERY ROAD) ROSCOMMON COUNY ROAD COMMISSION DESIGN: BELANGER HMA APPLICAION ABLE DAE: 1/9/19 SCALE: N/A 31 of 35

34 ROSCOMMON COUNY ROAD COMMISSION SPECIAL PROVISION FOR MAINAINING RAFFIC 1 of 4 RCRC:NAB a. General. raffic shall be maintained by the contractor throughout the project in accordance with Section 812 of the MDO 2012 Standard Specifications for Construction, 2011 Michigan Manual on Uniform raffic Control Devices for Streets and Highways (MMUCD) and any typicals or supplemental specifications in this proposal. Work in the roadway will be done under flag control, which shall be the responsibility of the Contractor. he Contractor shall maintain through traffic and local access to residences at all times, and shall be responsible for construction signing within the project limits. raffic regulators as shown in M0140a shall be utilized to maintain traffic. Only one traffic regulator sequence shall be in place at one time, unless approved by Engineer. Any additional signing or maintaining traffic devices required to expedite the construction, with approval of the Engineer, shall be at the Contractor s expense. Any segment of road that will have unfinished paved/aggregate shoulders left overnight must have LOW SHOULDER (W8-9) signs put up every ½ mile, or at locations approved by the Engineer, and traffic control drums spaced per the M0140A by the time the contractor finishes operations that day, payment for these signs and traffic control drums will be included in the appropriate contract bid items (160 Sft & 209 Ea). A quantity of signs and drums is set up to cover both sides of the roadway. he contractor shall coordinate this work with any other contractors performing work within the Construction Influence Area or adjoining areas to avoid conflicts in the maintenance of traffic, construction signing or the orderly progress of contract work. b. Construction Influence Area (C.I.A.). he C.I.A. shall include the right-of-way of County Road 400 (Emery Road) for miles before the point of beginning to miles beyond the point of ending and on cross road approaches for 500 feet. c. raffic Restrictions. Work shall be conducted during daylight hours only, with all traffic lanes open at night or whenever work is not in progress. Work on weekends or holidays will only be as approved by the Engineer. he HMA, 13A overlay paving shall have both lanes paved equally at the end of the day. here will be no uneven lanes left overnight. A quantity of hand patching was included to put a tapered joint in at the end of the paving for those days. 32 of 35

35 2 of 4 RCRC:NAB he Engineer will require that a traf regulator control be used to complete certain work operations. hese work operations include, but are not limited HMA, 13A, HMA Approach, _renching, Modified, Shoulder, CI II, Embankment, and _Slope Restoration, Modified. When traffic regulator control is used, one lane in alternate directions shall be maintained at all times. A minimum of two principal traffic regulators shall be used at each flagging operation. Additional secondary traffic regulators may be required to control traffic at intersections within a flagging operation as directed by the Engineer. A single lane daytime closure shall be permitted using flag control as shown in ypical M0140a. he Contractor shall maintain access to all businesses and residences within the C.I.A. at all times and will not be permitted to have a full width roadway closure at any time. d. raffic Control Devices. 1. General. All traffic control devices and their usage shall be in accordance with provisions in the 2011 Michigan Manual on Uniform raffic Control Devices for Streets and Highways (MMUCD). raffic ypical M0140a signage shall be installed on portable posts. Signs, when required by the Engineer, are to be cleaned over the entire reflective surface. he cost of maintenance shall be included in the bid price for Sign, ype B, emp, Prismatic, Oper and Sign, ype B, emp, Prismatic, Special, Oper. 2. emporary raffic Signs. Signing for a one-lane closure utilizing traffic regulators to maintain traffic in alternate directions shall be as shown in raffic ypical M0140a or as directed by the Engineer. Maintaining raffic sign quantities have been estimated based on the application of typical figures as follows: ypical Figure M0140a 1 full set(200 Sft) to be placed on County Road 400 to accommodate work operations. An additional 112 Sft of W20-1 ROAD WORK AHEAD signs has been included; see raffic Control ypical for locations. Place W20-1 approximately 500 feet in advance of County Road 400 on ground driven supports per WZD-100-A or as directed by the Engineer. An additional 16 Sft of G20-2 END ROAD WORK signs has been included; see raffic Control ypical for locations. Place G20-2 approximately 500 feet in advance of County Road 400 on ground driven supports per WZD-100-A or as directed by the Engineer. 3. Channelizing Devices. When utilized, channelizing devices or traffic cones shall be placed as shown on raffic ypical M0140a, M0020a or as directed by the Engineer. Plastic Drums have been included in the bid items for tapers, arrow board protection, and shoulder protection. raffic cones shall be included in the bid item of Minor raf Devices. 33 of 35

36 3 of 4 RCRC:NAB Lighted Arrows. When flag control is used, a lighted arrow operating in the warning mode shall be placed per raffic ypical M0140a, or as directed by the Engineer. 5. emporary Pavement Markings. he contractor shall place Pavt Mrkg, Wet Reflective, ype R, 4 Inch, Yellow, emp. he temporary pavement marking shall be placed per Section 812, or as directed by the Engineer. e. Measurement and Payment. Payment for maintaining traffic items shall be in accordance with Section 812 of the MDO 2012 Standard Specifications for Construction, unless otherwise specified. Payment shall be based on field measured quantities. he completed work including all materials, labor, and equipment, as measured, will be paid for at the contract unit prices for the contract items (pay items). It shall be the Contractor s responsibility to furnish, install, maintain, move, and remove all traffic control devices necessary for maintaining traffic within the CIA. Additional compensation shall not be made for unused quantities for traffic control, signing, and/or pavement markings items. he Maintaining raffic pay items will be paid for at the contract unit price in accordance with the MDO 2012 Standard Specification for Construction, which shall be payment in full for all labor, material, and equipment needed to accomplish this work. 34 of 35

37 ADD'L W20-1 (16 SF) "ON CR 400" (8 SF) ADD'L G20-2 (8 SF) ADD'L W20-1 (16 SF) ADD'L W20-1 (16 SF) ADD'L W20-1 (16 SF) ADD'L G20-2 (8 SF) ADD'L W20-1 (16 SF) ADD'L W20-1 (16 SF) "ON CR 400" (8 SF) ADD'L G20-2 (8 SF) ADD'L W20-1 (16 SF) LOW SHOULDER(W8-9) SF RAFFIC YPICAL M0140A SF OAL: SIGN, YPE B, EMP, PRISMAIC SF SIGN, YPE B, EMP, PRISMAIC, SPECIAL - 16 SF ROA D ROSCOMMON CO C OMMI SSION CR 400 (EMERY ROAD) JOB NUMBER: MAINAINING RAFFIC YPICAL ROSCOMMON COUNY ROAD COMMISSION DESIGN: BELANGER DAE: SCALE: N/A SHEE: of 35