Addendum # 3 - ITB # 2025-007.pdf

CITY OF SALEM

PURCHASING DEPARTMENT

114 NORTH BROAD STREET

P.O. BOX 869

SALEM, VA 24153

PHONE (540) 375-3063 FAX (540) 375-4057

DATE: SEPTEMBER 23, 2024

ITB # 2025-007

APPERSON DRIVE BRIDGE REPLACEMENT OVER ROANOKE RIVER

DATE AND TIME BID DUE: OCTOBER 1, 2024 AT 3:00 P.M.

ADDENDUM # 3

This Addendum # 3, dated September 23, 2024, amends or supplements Invitation to Bid (ITB) # 2025-007 as indicated below:

I. Vendor Questions:

1. Can you please clarify the phasing and completion dates? Article 4.02 references Phases I through IV and Sheet C-4A references Phases 1 through 3.

Article 4.02 is referring to the overall project sequence of construction (Plan Sheets B-3 to B-6) and is what completion dates are based on. Sheet C-4A is only referring to the maintenance of traffic phases. Broadly speaking, overall phases 1 & 2 correspond to MOT phase 1 while overall phases 3 & 4 correspond to MOT phase 2 then MOT phase 3 is to remove TTC and install final signs/markings.

2. Can the bid opening date be delayed two weeks?

It will be delayed one week. The new date is October 1, 2024.

3. Please provide as-builts for the existing bridge.

See Addendum #1.

4. Please provide as-builts or expected depth of existing retaining wall that we tie into.

Existing plans and/or expected depth of the existing retaining wall is not available.

5. Can the existing light pole at Abut A near proposed drainage D1 be removed?

Yes, the City will remove and replace after construction.

6. Who is responsible for shielding the utility line on south side during phase 2 construction?

The respective utility owners will be responsible for blanketing and/or providing high-visibility markers on the overhead wires. There is no voltage on the overhead lines paralleling the bridge on the south side.

7. There is a sanitary sewer line shown that crosses proposed D1a - D1b, please confirm there is no conflict with sanitary line and proposed drainage or provide the depths of this existing 36" sanitary.

There is no anticipated conflict between the exist 36" sanitary pipe and the proposed 15" SD pipe (approximately 8" of separation). As-built plans were used to estimate the 36" pipe depth from S26 on sheet C-1A.

Additionally, there is no anticipated conflict between the exist 54" sanitary pipe and the proposed 15" SD pipe (approximately 2.4' of separation). For reference S13 is the next upstream manhole from S15, see invert data on sheet C-1A.

Contractor shall field verify depths of all crossing utilities prior to beginning construction activities.

8. Who will be responsible for replacing the asphalt greenway beneath the bridge from D1a to the entry point off of McVitty?

There shall be no additional compensation for the repair or restoration of the Greenway unless shown otherwise on the plans. See "Greenway Protection" Special Provision in the project manual.

9. Who covers, aligns, modifies traffic signals during MOT phasing and final condition?

The City will do this work in coordination with the Contractor.

10. Please provide the Army Corp Permit.

See Addendum #1.

11. Once work bridge / causeway / coffer is in place do time of year restrictions apply?

See Addendum #1.

12. If the required lane widths are established with adequate deflection available in Phase 2 MOT do you need to pin the MB10a to the new deck in Phase 2?

If the required lane width are established with adequate deflection available, then you do not need to pin the MB10a to the new deck. The engineer will need to verify that the mentioned conditions are met.

13. Can one splice be eliminated in proposed steel beam and have one solid beam from abutment to the other planned splice.

One splice may be eliminated if the Contractor can transport and place the longer beam section. Any necessary modifications to the steel beams shall be submitted to the engineer for review and approval.

14. Do there need to be dowels developed out of existing cap to act as splice?

Per the plans, bars and dowels shall be drilled into the existing concrete a minimum of 12" and set using a VDOT approved epoxy.

15. Is there a Pavement section for the Snare Family Pavement private lot?

The Snare Family Pavement lot is designated as a Type IV Commercial Entrance on plan sheet C-3. For the pavement section, see the Typical Sections "Private and Commercial Entrances" Type IV detail on sheet C-2B.

16. Does a licensed Engineer need to sign, stamp, approve the temporary traffic signal plans?

Yes, Bid Item 26 “NS Modify Signal at Apperson Drive and Electric Road” needs to be sealed and signed by a Professional Engineer. See IIM TE-362.2 “Sealing and Signing TE Plans and Documents by PE” for more information. Be advised that this overrides the response to Addendum #1 Item 10.

17. We are interested in bidding this project and wanted to know if there’s a way to access the ECS Geotechnical Engineering Report that’s referenced in the projects notes.

Yes, the report will be provided.

18. Provide details on level of depth and location of substructure repairs Bid Item 09.

This item is included in case this item is identified during construction by the engineer.

19. Is there lead paint / asbestos present on the existing structure?

This condition is not anticipated and no bid items are included to address any such situations. The Contractor shall immediately notify the City upon discovery of any such items during construction. Upon notification, the Contractor shall coordinate with the City for each instance encountered.

20. Please describe what work applies to Bid Item 108 - NS Remove Exist. Does this pertain to the 3ea bollards on the greenway entrance? Will these be replaced?

Bid Item 108 – NS Remove Exist. is to be used for removing the three existing bollards at the entrance to the greenway. These are not to be replaced.

21. What is the existing utility pipe / blow off valve protruding out of the ground near abutment A existing manhole?

The existing vault is an old pump station that is not in use. The protruding pipe is the vent. The Phase II utility work will cap the line going to the pump station. The pump station needs to be abandoned/demolished per General Note #27 on Sheet U-1 of the plans.

22. Please describe what work applies to Bid Item 40 - Concrete Class A3 Misc.

Bid Item 40 – Concrete Class A3 MIsc is intended for constructing endwalls D-2A, D-1B, and D-3.

23. Please clarify that the Owner accepts generator status of all known and unknown pre-existing hazardous material and will sign transportation manifests as such whether shown in the documents or not, to be removed under this contract.

This condition is not anticipated and no bid items are included to address any such situations. The Contractor shall immediately notify the City upon discovery of any such items during construction. Upon notification, the Contractor shall coordinate with the City for each instance encountered.

24. How is measurement and payment handled for removal / abandonment of existing storm, sewer and waterline.

The removal/abandonment of existing water and sewer facilities are part of the cost for the installation of water/sewer pay items per Section 520.06 of the VDOT Road and Bridge Specifications. No separate payment will be made for these items.

25. Will contractor be responsible for modifying existing storm inlet at the D3 inlet?

Intent is to keep existing storm inlet in place and construct D3 structure and riprap without modifying the existing stormwater inlet.

26. The Special Provisions include a provision for clearing and grubbing, the bid item schedule does not include this item, will this bid item be created?

This bid item will be added as a Lump Sum Item.

27. There are two existing drainage runs at Abutment B Northeast corner that will be in conflict with proposed retaining wall / abutment, what bid item should we include the removal / abandonment of these runs?

It is included the price of the proposed drainage pipe within the project limits.

28. Are we required to monitor existing 36" sewer during construction?

No monitoring is required, but the integrity of the 36” sewer must remain intact. The 36” sewer is not currently in service, but must be available for service in the future.

29. Per sheet B-2 mud slab quantities were calculated using certain elevations, per the boring logs the elevations of top of rock may differ from those listed, is the expectation to use the elevations listed to calculate the mud slab quantity OR to top of competent rock.

Use the elevations indicated on sheet B-2.

30. In relation to the existing gas line shown to be removed on B-3. 1) What are the limits of removal past the bridge abutments? 2) Has this line been purged? 3) Are there any 3rd party costs associated with utility?

The gas line has been decommissioned at least 50’ beyond the bridge on each side. The removal needs to only extend far enough to allow for the new work to be done. There should be no gas in the existing line. However, Roanoke Gas will come to the site prior to pipe removal and make sure there is no residual gas. The Contractor needs to contact Roanoke Gas to arrange for this service. There are no 3rd party costs for this work.

31. Will the City be responsible for communicating with the Snare Family Property to move the container within the temporary construction easement?

The City will reach out to the surrounding property owners to communicate construction needs.

32. Does the TTC Plan with corresponding item 26 “NS Modify Signal at Apperson Drive and Electric Road” need to be a stamped engineered design before submitting to the City?

Yes, Bid Item 26 “NS Modify Signal at Apperson Drive and Electric Road” needs to be sealed and signed by a Professional Engineer. See IIM TE-362.2 “Sealing and Signing TE Plans and Documents by PE” for more information. Be advised that this overrides the response to Addendum #1 Item 10.

33. Item 64 – Relocate Ex. 1 Post Ground Mount Sign Panel – 18.0 EA

a. Per VDOT Spec. 700.06 – this Unit will be paid for at the Contract each price for the sign panel type specified. This price shall include removing sign panel, furnishing new mounting hardware and brackets, and installing onto new structure.

b. However, there are no Sign Posts or Sign Foundations included in the pay items for the Relocate Ex. 1 Post Ground Mount Sign Panels – 18.0 EA.

c. How does the City plan to pay for the unit costs of the Sign Posts and Sign Foundations?

Correct, sign foundation pay items need to be added. Sign post quantity is currently provided “Sign Post STP- 1, 2 ½", 12 Gauge” with a quantity of 15 LF. However, this quantity will need to be adjusted, see response to Item 47 below.

34. Item 62 – Remove Existing 1 Post Sign Panel – 5.0 EA

a. Actually 7.0 EA shown on the Plans

Quantity will be adjusted. The remaining sign panels shown for removal will be incidental to “Remove existing 1 post sign structure” quantity, which includes removal of sign panels.

35. Item 63 – Remove Existing 1 Post Sign Structure – 2.0 EA

a. Actually 7.0 EA shown on the Plans

Quantity will be adjusted to show additional “Remove Existing 1 Post Sign Structure” quantity. This quantity should include removal of sign panels when applicable, see VDOT Spec 700.06.

36. Item 64 – Relocate Ex. 1 Post Grnd Mount Sgn Panel – 18.0 EA

a. How many Sign Posts LF wise needed for relocates? No Pay Items

b. Plans show 6.0 Structures are needed for the relocates? No Pay Items

Sign post quantity is provided “Sign Post STP-1, 2 ½", 12 Gauge” with a quantity of 15 LF. This quantity will need to be adjusted to include relocated signs.

Correct, pay items will be added and applicable quantities adjusted to include relocated signs.

37. Can you create a new/separate bid item for the mud slab concrete?

Yes, a separate pay item will be made.

38. If the mud slab concrete is greater than 5’ thick, will the engineer require the contractor to adhere to the mass concrete spec?

No, the Contractor will not need to adhere to the mass concrete spec.

39. How “clean” is the rock to be prior to placing the mud slab concrete?

The rock shall be free of loose rock pieces, pieces that can be moved by simple hand movement, and soil shall be removed.

40. Is the contractor just exposing the rock for spread footings or should the contractor expect rock excavation?

The expectation is that the contractor will be exposing the rock.

41. VDOT typically has a bid item for “Geocomposite Wall Drain”. Will the City add a bid item for this or should it be considered incidental to other bid items?

It should be considered incidental to the other bid items.

42. VDOT typically has a bid item for “Elastic Inclusion”. Will the City add a bid item for this or should it be considered incidental to other bid items?

It should be considered incidental to the other bid items.

43. Allegheny is requesting a copy of the 67 page ECS report as stated in Article 5, SC-5.03. Is this available?

Yes, the ECS report will be provided.

44. It appears there is a pole in the new work at south-west corner pedestrian railing with guy wires extending into planned abutment extension. Will that pole be relocated? Is there an estimated cost to relocate this pole? Will Salem set new utility poles are their cost if the contractor spots an appropriate location to allow needed crane movements?

The pole in question will remain. It is owned by Verizon (not Salem) and would be very expensive to move. The City and other utilities with facilities on that pole will coordinate with the Contractor to temporarily guy the pole to allow for the abutment work to be performed. The pole will then be permanently re-guyed similarly to the existing condition.

45. Does the City have agreement with utility providers if a pole is on Salem property to move at their own cost if construction of a City project conflicts with a utility?

No, there is no utility agreement in place. It is not anticipated that this pole will be relocated.

46. Telecommunication lines are directly under the planned river access limiting crane boom swing. Is there an estimate of time for how long all communication utilities would take to move? Will this time be exempt from contract completion time if utility movement causes delays?

The telecommunication lines and poles will remain in place. The crane set-up (and off-loading of beams) will need to account for these facilities remaining.

47. Does the City of Salem have a list of utilities and contact information for providers on the pole south of the bridge?

Question #44 is related to the pole at the SW corner of the bridge. See response above. The pole along McVitty Road south of the bridge is owned by the City and will be relocated by the City at the City’s expense. The City does not have a comprehensive list of utility providers on the pole.

48. Single streetlight at north-west side of bridge is fed with power. Will Salem remove that pole, light and overhead wires? Who would pay for that cost?

The City of Salem Electric Department will remove the light pole and overhead wires at the City’s expense.

49. The operations required to install the mud slab are unique. Can The City create a separate bid item for the mud slab concrete work? This may offer a better price to the City instead of combining with another bid item.

Yes, a separate pay item will be made.

50. We would like to get the current phasing and timing diagram for the traffic signal. This will play a crucial part in planning the TTC plan.

The Contractor shall coordinate with the City to obtain this after the contract is awarded.

51. Can you please provide guidelines or the proper forms for Article 8.01 as outlined below:

a. Article 8.01. B – List of Proposed Subcontractors – Please provide guidelines/form

b. Article 8.01. C – List of Proposed Suppliers. – Please provide guidelines/form

c. Article 8.01 D – List of Project References – Please provide guidelines/form

d. Article 8.01 G – Required Bidder Qualification Statement with supporting data – Please provide guidelines/form

For Article 8.01. B & Article 8.01. C, please provide the information in a clear and logical manner in a form of your choosing.

For Article 8.01 D and 8.01 G, please use the attached Qualification Statement form.

52. Sheet U-1 calls for the project to meet Western Virginia Water Authority specs and sheet U-2 Note 1 calls pipe larger than 12” to be class 250 and WVWA is mostly class 350 ductile so I was wondering if you could tell me what class ductile, I need to quote.

Note 1 on Sheet U-2 is in error. The pipe needs to be Pressure Class 350 as a minimum.

53. Regarding Item number 108, what is to be removed?

108 510.04 NS Remove Exist. EA 3

See response to Question #20.

54. Will the utility pole below be removed?

See response to Question #48.

55. Will the guy wires below be removed?

See response to Question #47.

II. Attachments:

a. Revised Bid Form

b. Revised Plan Sheet Nos. C05-A, C05-B, and B-02

c. ECS Geotechnical Report

d. Bidder’s Qualification Statement

BY SIGNING THIS DOCUMENT, THE BIDDER ACKNOWLEDGES THAT THEY HAVE RECEIVED THIS ADDENDUM # 3 AND

FULLY UNDERSTANDS THESE CHANGES.

***THE SIGNED ADDENDUM MUST BE INCLUDED IN THE BID SUBMITTAL***

BIDDER’S SIGNATURE:

COMPANY:

END OF ADDENDUM # 3 TO ITB # 2025-007

EJCDC® C-410, Bid Form for Construction Contracts.

Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page i

BID FORM

Apperson Drive Bridge Replacement over Roanoke River

UPC #110574

Project No.: 0011-129-246, P101, R201, B605

Salem, Virginia

10/01/2024 @ 3:00pm EST

Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page ii

TABLE OF CONTENTS

Page

ARTICLE 1 – Bid Recipient

ARTICLE 2 – Bidder’s Acknowledgements

ARTICLE 3 – Bidder’s Representations

ARTICLE 4 – Bidder’s Certification

ARTICLE 5 – Basis of Bid

ARTICLE 6 – ESCROW

ARTICLE 7 – Time of Completion

ARTICLE 8 – Attachments to this Bid

ARTICLE 9 – Defined Terms

ARTICLE 10 – Bid Submittal

Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 1

ARTICLE 1 – BID RECIPIENT

1.01 This Bid is submitted to:

Purchasing Office, City of Salem City Hall – 114 N. Broad Street, Salem, Virginia 24153

1.02 The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with Owner in the form included in the Bidding Documents to perform all Work as specified or indicated in the Bidding Documents for the prices and within the times indicated in this Bid and in accordance with the other terms and conditions of the Bidding Documents.

ARTICLE 2 – BIDDER’S ACKNOWLEDGEMENTS

2.01 Bidder accepts all of the terms and conditions of the Instructions to Bidders, including without limitation those dealing with the disposition of Bid security. This Bid will remain subject to acceptance for 60 days after the Bid opening, or for such longer period of time that Bidder may agree to in writing upon request of Owner.

ARTICLE 3 – BIDDER’S REPRESENTATIONS

3.01 In submitting this Bid, Bidder represents that:

A. Bidder has examined and carefully studied the Bidding Documents, and any data and reference items identified in the Bidding Documents, and hereby acknowledges receipt of the following Addenda:

Addendum No. Addendum, Date

B. Bidder has visited the Site, conducted a thorough, alert visual examination of the Site and adjacent areas, and become familiar with and satisfied itself as to the general, local, and Site conditions that may affect cost, progress, and performance of the Work.

C. Bidder is familiar with and has satisfied itself as to all Laws and Regulations that may affect cost, progress, and performance of the Work.

D. Bidder has carefully studied all: (1) reports of explorations and tests of subsurface conditions at or adjacent to the Site and all drawings of physical conditions relating to existing surface or subsurface structures at the Site that have been identified in the Supplementary Conditions, especially with respect to Technical Data in such reports and drawings, and (2) reports and drawings relating to Hazardous Environmental Conditions, if any, at or adjacent to the Site that have been identified in the Supplementary Conditions, especially with respect to Technical Data in such reports and drawings.

E. Bidder has considered the information known to Bidder itself; information commonly known to contractors doing business in the locality of the Site; information and observations obtained from visits to the Site; the Bidding Documents; and any Site-related reports and drawings identified in the Bidding Documents, with respect to the effect of such information, observations, and documents on (1) the cost, progress, and performance

Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 2 of the Work; (2) the means, methods, techniques, sequences, and procedures of construction to be employed by Bidder; and (3) Bidder’s safety precautions and programs.

F. Bidder agrees, based on the information and observations referred to in the preceding paragraph, that no further examinations, investigations, explorations, tests, studies, or data are necessary for the determination of this Bid for performance of the Work at the price bid and within the times required, and in accordance with the other terms and conditions of the Bidding Documents.

G. Bidder is aware of the general nature of work to be performed by Owner and others at the Site that relates to the Work as indicated in the Bidding Documents.

H. Bidder has given Owner written notice of all conflicts, errors, ambiguities, or discrepancies that Bidder has discovered in the Bidding Documents, and confirms that the written resolution thereof by Owner is acceptable to Bidder.

I. The Bidding Documents are generally sufficient to indicate and convey understanding of all terms and conditions for the performance and furnishing of the Work.

J. The submission of this Bid constitutes an incontrovertible representation by Bidder that Bidder has complied with every requirement of this Article, and that without exception the Bid and all prices in the Bid are premised upon performing and furnishing the Work required by the Bidding Documents.

ARTICLE 4 – BIDDER’S CERTIFICATION

4.01 Bidder certifies that:

A. This Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization, or corporation;

B. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid;

C. Bidder has not solicited or induced any individual or entity to refrain from bidding; and

D. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract. For the purposes of this Paragraph 4.01.D:

1. “corrupt practice” means the offering, giving, receiving, or soliciting of any thing of value likely to influence the action of a public official in the bidding process;

2. “fraudulent practice” means an intentional misrepresentation of facts made (a) to influence the bidding process to the detriment of Owner, (b) to establish bid prices at artificial non-competitive levels, or (c) to deprive Owner of the benefits of free and open competition;

3. “collusive practice” means a scheme or arrangement between two or more Bidders, with or without the knowledge of Owner, a purpose of which is to establish bid prices at artificial, non-competitive levels; and

4. “coercive practice” means harming or threatening to harm, directly or indirectly, persons or their property to influence their participation in the bidding process or affect the e execution of the Contract.

Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 3

ARTICLE 5 – BASIS OF BID

5.01 Bidder will complete the Work in accordance with the Contract Documents for the following price(s):

Item No.

VDOT Spec.

Section Description Unit Estimated

Quantity Bid Unit

Price Bid Price

1 513.02 Mobilization LS 1

2 404.08 Concrete Class A3 CY 384.0

2A 404.08 Mud Slab Concrete Class A3 CY 299.4

3 406.04 Reinforcing Steel LBS 20,314

4 406.04 Corrosion Resistant Reinf. Steel Class I LBS 112,015

5 401.04 Structure Excavation CY 1,388 6 401.04 Cofferdam EA 3 7 414.04 Dry Riprap Cl. II 38" TON 310 8 401.04 Select Backfill Abutment Zone TON 3,740

9 412.04 Concrete Substruct. Surface Repair SY 30

10 412.04 Conc. Surface Color Coating SY 520

11 404.08 Concrete Class A4 Modified Low Shrinkage CY 363.6

12 430.05 NS NBIS Access, Under Bridge (Str. No. 1801) DAY 1

13 410.04 Railing, CPSR 2 Rail LF 323 14 410.04 Railing, Illinois Steel LF 161

15 407.07 Str. Steel Rolled Beam ASTM A709 Grade 50W LBS 430,000

16 404.08 Cover Depth Survey SY 1,252 17 404.08 Bridge Deck Grooving SY 1,252 18 517.07 Construction Surveying LS 1

19 413.03 NS Rem. Port. Of Ex. Struct. (Str.

No. 1801) LS 1

20 413.03 NS Env. & Worker Protect. (Str.

No. 1801) LS 1

21 413.03 NS Material Disposal (Str. No.

1801 and Type B) LS 1

22 ATTD Plan NS Water Line - 1801 LS 1 23 SP NS Temporary Shoring LS 1 24 SP NS Temp. Work Bridge LS 1 25 303.06 Earthwork LS 1

Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 4

Item No.

VDOT Spec.

Section Description Unit Estimated

Quantity Bid Unit

Price Bid Price

26 512.04 NS Modify Signal At Apperson Drive And Electric Road LS 1

27 515.04 Flexible Pave. Planing 0"-2" SY 2,242

28 315.08 Asphalt Conc. Ty. SM-9.5D TON 341

29 315.08 Asphalt Conc. Ty. SM-9.5AL TON 6

30 315.08 Asphalt Concrete Ty. IM-19.0D TON 160

31 315.08 Asphalt Concrete Ty. BM-25.0A TON 689

32 308.05 Aggr. Base Mat. Ty. I No. 21A Or

21B TON 733

33 302.04 15" Pipe LF 164

34 302.04 18" Pipe LF 10

35 302.04 24" Pipe LF 35

36 302.04 Drop Inlet DI-3B, L=4' EA 1

37 302.04 Drop Inlet DI-3B, L=8' EA 1

38 302.04 Drop Inlet DI-3BB, L=12' EA 1

39 302.04 Drop Inlet DI-1 EA 1

40 302.04 Concrete Class A3 Misc. CY 10

41 302.04 Manhole MH-1 LF 21

42 414.04 Dry Riprap Cl. I 26" TON 45

43 303.06 Temp. Silt Fence Type A LF 438

44 303.06 Inlet Protection, Type A EA 1

45 303.06 Inlet Protection, Type B EA 8

46 606.04 Rolled Erosion Ctrl Product EC-2 Type 1 SY 572

47 603.04 Regular Seed LB 14

48 603.04 Temporary Seed LB 12

49 603.04 Lime TON 0.4

50 603.04 Fertilizer Nitrogen -N LB 7

51 603.04 Fertilizer Phosphorous -P LB 13

52 603.04 Fertilizer Potassium -K LB 7

53 603.04 Hydraulic Erosion Control Product Type 3 SY 572

54 704.04 Type B Class I Pvmt Line Mrkg 4" LF 4,674

55 704.04 Type B Class I Pvmt Line Mrkg 8" LF 140

56 704.04 Ty. B Cl. I Pave. Line Mark. 24" LF 142

57 704.04 Pvmt. Symb Mrkg Thru Arrow Ty B Cl I EA 1

Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 5

Item No.

VDOT Spec.

Section Description Unit Estimated

Quantity Bid Unit

Price Bid Price

58 704.04 Pvmt. Symb Mrkg Sgl Turn Arr. Ty B Cl I EA 9

59 704.04 Pvmt Msg. Mark. "Only" Ty B, Cl.

I, 8' EA 2

60 704.04 Type B Class VI Contrast Pvmt Mrkg 4" LF 939

61 704.04 NS Pavement Marking Type B Class VI Contrast Pvmt Mrkg 8" LF 157

62 700.06 Remove Existing 1 Post Sign Panel EA 5

63 700.06 Remove Existing 1 Post Sign Structure EA 8

64 700.06 Relocate Ex. 1 Post Grnd Mount Sgn Panel EA 18

65 701.04 Sign Panel SF 11

66 700.06 Sign Post Stp-1, 2 1/2", 12 Gauge LF 90

66A 700.06 Sign Post Stp-1, 2 1/2", 10 Gauge LF 40

66B 700.06 Sign Post Stp-1, 2 3/16", 10 Gauge LF 12

66C 700.06 Conc. Sign Fdn. Stp-1 Ty. B EA 2

67 700.06 Conc. Sign Fdn. Stp-1 Ty. E EA 6

68 514.03 Field Office Ty. I MO 16

69 511.04 Allaying Dust HR 150

70 512.04 Temporary (Construction) Sign SF 1,847

71 512.04 Type 3 Barricade 8' EA 12

72 512.04 Type 3 Barricade 4' EA 11

73 512.04 Portable Changeable Message Sign HR 57,600

74 512.04 Group 2 Channelizing Devices DAY 75,360

75 512.04 Warning Light Ty. B DAY 960

76 512.04 Electronic Arrow Board HR 5,760

77 512.04 Traf. Barr. Ser. Conc. Sgl FC Par.

MB-10A LF 900

78 512.04 Traffic Barrier Service Concrete LF 24

79 512.04 Impact Atten.Ser.Ty.1 Tl-2, <40 Mph EA 2

80 512.04 Eradicate Ex. Linear Pvmt Mrkg LF 5,155

81 512.04 Erad. Exist. Nonlinear Pvmt Mrkg SF 1,224

82 512.04 Temp. Pvmt Mrkg, Ty. A, 4" LF 8,442

83 512.04 Temp. Pvmt Mrkg, Ty. A, 6" LF 4,630

Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 6

Item No.

VDOT Spec.

Section Description Unit Estimated

Quantity Bid Unit

Price Bid Price

84 512.04 Temp. Pvmt Mrkg, Ty. A, 24" LF 315

85 512.04 Temp. Pvmt Symb Mkg Sngl Turn Arrow Ty A EA 7

86 512.04 Temp. Pvmt. Symbol Mrkg Thru Arrow Ty. A EA 3

87 512.04 NS Temp. Pvmt Mrkg EA 5

88 505.04 Fixed Object Attach. GR-FOA-5 EA 1

89 505.04 Fixed Object Attach. Gr-FOA-1 Ty.

I EA 1

90 505.04 Radial Guardrail GR-MGS1 LF 38

91 505.04 Guardrail Terminal GR-MGS2 EA 1

92 505.04 Impct Atten. Std.IA-2 TL-2 <40mph Des EA 1

93 505.04 Guardrail End Anchorage

GR-MGS3 EA 1

94 505.04 Guardrail Height Transition GR-

MGS4 EA 1

95 505.04 Remove Existing Guardrail LF 145

96 502.04 Std. Curb CG-2 LF 200

97 502.04 Radial Curb CG-2 LF 40

98 502.04 Std. Curb CG-3 LF 70

99 502.04 Radial Curb CG-3 LF 10

100 502.04 Std. Comb. Curb & Gutter CG-6 LF 200

101 502.04 Rad. Comb. Curb & Gutter CG-6 LF 140

102 502.04 Median Strip MS-1A SY 70

103 504.04 Handrail HR-1 Type III LF 222

104 ATTD Plan 32” Pedestrian Railing (Mod. BPR-1) LF 62

105 504.04 Hydr. Cement Conc. Sidewalk 4" SY 338

106 504.04 Hydr. Cement Conc. Sidewalk 7" SY 10

107 504.04 CG-12 Detectable Warning Surface SY 4

108 510.04 NS Remove Exist. EA 3

109 315.08 NS Saw-Cut Asph Conc LF 720

110 508.03 Demo. Of Pavement Flexible SY 2,024

111 508.03 Demo. Of Pavement Rigid SY 92

112 520.06 1" Water Service Line LF 27

113 520.06 5/8" Water Meter Box & Yoke EA 1

114 520.06 6” DI Water Main LF 20

Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 7

Bidder acknowledges that (1) each Bid Unit Price includes an amount considered by Bidder to be adequate to cover Contractor’s overhead and profit for each separately identified item, and (2) estimated quantities are not guaranteed, and are solely for the purpose of comparison of Bids, and final payment for all unit price Bid items will be based on actual quantities, determined as provided in the Contract Documents.

Total of Unit Price Bids = Total Bid Price $

ARTICLE 6 – ESCROW

6.01 Since our bid is $200,000 or more, I/we elect to utilize the escrow account procedure described in Section 13.11 of the Instructions to Bidders if determined to be the successful low bidder(s).

(Write "yes" or "no")

ARTICLE 7 – TIME OF COMPLETION

7.01 Bidder agrees that the Work will be substantially complete and will be completed and ready for final payment in accordance with Paragraph 15.06 of the General Conditions on or before the dates or within the number of calendar days indicated in the Agreement.

Item No.

VDOT Spec.

Section Description Unit Estimated

Quantity Bid Unit

Price Bid Price

115 520.06 8" DI Water Main LF 56

116 520.06 18" DI Water Main LF 90

117 520.06 8" Offset Exist. Pipe LF 24

118 520.06 8" x 8" Tapping Sleeve Valve and Box LS 1

119 510.04 Adjust Existing Valve Box EA 1

120 520.06 6” Gate Valve & Box EA 1

121 520.06 8" Gate Valve & Box EA 1

122 520.06 18" Butterfly Valve & Box EA 2

123 520.06 18" Bend EA 5

124 520.06 18" Branch EA 1

125 520.06 18" Plug or Cap EA 2

126 520.06 18" Solid Sleeve EA 2

127 520.06 Fire Hydrant EA 1

128 520.06 Reconst. Exist Sanitary Manhole LF 2

129 510.04 Adjust Exist. Frame & Cover EA 1

130 301 Clearing and Grubbing LS 1

Total of All Unit Price Bid Items $

Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 8

7.02 Bidder accepts the provisions of the Agreement as to liquidated damages.

ARTICLE 8 – ATTACHMENTS TO THIS BID

8.01 The following documents are submitted with and made a condition of this Bid:

A. Required Bid security;

B. List of Proposed Subcontractors;

C. List of Proposed Suppliers;

D. List of Project References;

E. Evidence of authority to do business in the state of the Project; or a written covenant to obtain such license within the time for acceptance of Bids;

F. Contractor’s License No.: __________ [or] Evidence of Bidder’s ability to obtain a State Contractor’s License and a covenant by Bidder to obtain said license within the time for acceptance of Bids;

G. Required Bidder Qualification Statement with supporting data

ARTICLE 9 – DEFINED TERMS

9.01 The terms used in this Bid with initial capital letters have the meanings stated in the Instructions to Bidders, the General Conditions, and the Supplementary Conditions.

ARTICLE 10 – BID SUBMITTAL

BIDDER: [Indicate correct name of bidding entity]

By:

[Signature]

[Printed name] (If Bidder is a corporation, a limited liability company, a partnership, or a joint venture, attach evidence of authority to sign.)

Attest:

[Signature]

[Printed name]

Title:

Submittal Date:

Address for giving notices:

Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 9

Telephone Number:

Fax Number:

Contact Name and e-mail address:

Bidder’s License No.:

(where applicable)

Vertical Scale:

Horizontal Scale:

Commission Number:

Sheet No.:

Is s u e

D a t e

D r a w n

B y

D a t e

D e s ig n d

B y

C h e c k

R e v is io n s

D a t e

3925B

R O

A N

O K

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F A

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(5

(5

M P

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:0

:5

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A P P

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O N

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IV

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ID

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L A

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M E

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F

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A L E

M

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M P F

T K

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M a tt e r n C r a ig

E N

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IN

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R S

S U

R V

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O R S

F

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S T

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S .W

N

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FULPONI

F E S

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N I A

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AE

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FLT O

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MATTHEW P.

Lic. No. 66381

N/A

C-5A

TEXT

W H

REMARKS

PANEL SIZE

NO.

TEXT

QTY.

COMPONENTS

SIGN ASSEMBLY

AREA (s.f.)

SIGN PANEL

NO(s).

ASSEMBLY

SIGN

A S

S E

M B

L Y p e r

B L

IE

S

A S

S E

M

A L L

ST'D.

MUTCD

ST'D.

STRUCTURE

PROP. SIGN

TEXT

W H

REMARKS

PANEL SIZE

NO.

TEXT

QTY.

COMPONENTS

SIGN ASSEMBLY

AREA (s.f.)

SIGN PANEL

NO(s).

ASSEMBLY

SIGN

A S

S E

M B

L Y p e r

B L

IE

S

A S

S E

M

A L L

ST'D.

MUTCD

ST'D.

STRUCTURE

PROP. SIGN

NOTES:

NOTED IN THE REMARKS.

UTILIZE FABRICATION LETTER TYPE L-1 OR L-2 UNLESS OTHERWISE

NOTED IN THE REMARKS. ALL OTHER SIGNS SHALL OTHERWISE

SHALL UTILIZE FABRICATION LETTER TYPE L-3 OR L-4 UNLESS

3) ALL POSITIVE CONTRAST GUIDE AND SPECIFIC SERVICE SIGNS

AS NOTED IN THE PLANS.

THE FHWA SHS BOOK AND THE 2011 VIRGINIA SHS BOOK OR

2) SIGN COLOR COMBINATIONS SHALL BE IN ACCORDANCE WITH

1) ALL SIGNS SHALL BE ORIENTATED AS SHOWN ON THE PLANS.

P L

A N

S

IG

N

S

C H

E D

U L E

P A

V E

M E

M A

R K

IN

D

S

IG

N

-- ---1 R1-1

EXIST.

RIGHT LANE

MUST

TURN RIGHT

AT SIGNAL

R1-1

EXIST.

D3-1

EXIST.

D3-1

EXIST.

1 9

9" 1

R3-7R

R10-31P 24"

36" 36"

STOP

STOP

E.

R

IV

ER

SI

DE

D

RE. RIVERSIDE DR

APPERSON DR

APPERSON DR

1.5

10.5

12 GA.

2•"

STP-1

USE PROP. FOUNDATION STANDARD E

ORTHN

ORTHN

OUTHS

ROANOKE

ROUTE 220

ROUTE 221

- - 1

- - 1 - -

- - 1 -

- - 1 -

- - 1 -

- - 1 -

- - 1 -

- - 1 -EXIST.

- - 1 -

- - 1 -

- - 1 -

M3-1

EXIST.

M1-V1a

EXIST.

M5-1L

EXIST.

M3-1

EXIST.

M1-4

EXIST.

M6-3

EXIST.

M3-3

EXIST.

M1-V1a

EXIST.

M5-1R

EXIST.

ALLOWED ON THE GREENWAY

NO MOTORIZED VEHICLES ARE

OF ADJACENT PROPERTY

STAY ON TRAIL AND BE CONSIDERATE

BE AWARE OF YOUR SURROUNDINGS

PLEASE DO NOT LITTER

SPEED ON BICYCLES

TRAVEL AT A SAFE AND CONTROLLED

ANIMAL WASTE POLLUTES THE RIVER

CLEAN UP AFTER YOUR DOG

ON LEASH

KEEP DOGS UNDER CONTROL AND

USERS TO PASS ON THE LEFT

KEEP RIGHT TO ALLOW FASTER

MINDFUL OF THOSE AROUND YOU

WHEN USING GREENWAY BE - - 1 -EXIST. - -

4 504

I-V9

EXIST.

SIGN SCHEDULE

PAVEMENT MARKING AND SIGNING PLAN

N/A

OTHERWISE NOTED.

6) ALL ST'D. STP-1 STRUCTURES TO BE SINGLE POST UNLESS

SIGN ST'D.

5) SIGN STRUCTURES SHALL BE INSTALLED PER THE NOTED

4) ALL BLACK SHEETING SHALL BE NON-REFLECTIVE.

12 GA.

2•"

STP-1

USE PROP. FOUNDATION STANDARD E

12 GA.

2•"

STP-1

USE PROP. FOUNDATION STANDARD E

12 GA.

2•"

STP-1

USE PROP. FOUNDATION STANDARD E

12 GA.

2•"

STP-1

USE PROP. FOUNDATION STANDARD E

12 GA.

2•"

STP-1

USE PROP. FOUNDATION STANDARD E

USE PROP. FOUNDATION STANDARD B

USE PROP. FOUNDATION STANDARD B

A D

D E

N D

U M

(Inner Post)

10 GA.

STP-1, 2 ‰"

With

10 GA.

STP-1, 2 •"

(Inner Post)

10 GA.

STP-1, 2 ‰"

With

10 GA.

STP-1, 2 •"

Roanoke

River

Docusign Envelope ID: A68177CF-2BE7-4402-841E-CFFBDA873C3C

9/20/2024

Vertical Scale:

Horizontal Scale:

Commission Number:

Sheet No.:

Is s t e

D r a w n

B y

D a t e

D e s ig n

C h e c k

R e v is io n s

D a t e

3925B

R O

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(5

(5

M P

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:1 :2

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A P P

E R S

ID

P

L A

C E

M E

N T

C

S

A L E

M

V A

M P F

T K

G

M a tt e r n C r a ig

E N

G

IN

E E

R S

S U

R V

E Y

O R S

F

IR

R E

E T

S .W

N

O

RI

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FULPONI

F E S

IS

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M M

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AN L E

NI

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N I A

I G

AE

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FLT O

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MATTHEW P.

Lic. No. 66381

A

DB

GA

N/A

C-5B

S

T C

H

L

IS

E E

T

SCALE

25' 50'

A N

D

S

IG

N

IN

G

P

L A

N

P A

V E

M E

R K

PAVEMENT MARKING AND SIGNING PLAN

T

IS

E E

T

PAVEMENT MARKING LEGEND

Type B, Class I, White, 4" Width

A D

D E

N D

U w li n a to r s

A s p h

D it c h

EXIST. R/W

Ent.

Asph.

Link Fence

4' Chain

O B

S C

U R

E A

O B

S C

U R

E A

OBSCURED AREA

O B

S C

U R

E A

O B

S C

U R

E A

Metal Shed

Gra vel

Dr.

AC Sl ab

2.0' Conc. Curb

Sidewalk

C o n c . E n t.

C o n c . E n t.

R e ta in in g

W ll

Fence

.5 ' C o n c . C u r b

Conc. Ent.

.5 ' C on c . C u rb

.5 C o n c . C u r b

S to r a g e

C o n ta n e r

.5 C o n c . C u r b

C o n c . E n t.

Ol d

S ig n

B as e

S te e l B e n c h

C o n c . w

Curb Isla nd0.5' C onc.

Conc. Ent.

R ip

R a p

C o n c

B r id g e x x

W a te r

C le a r e n c e

C o n c r te h e e lg u a r s n d r a il s

C o n c c r e te

F o o te r s

C o n c c r e te

A b u tm e n ts a ts

E x te r io r

B e a m s

In te r io r a m s

X

. 9

C o n c r e te

P ie r s

In

P la c e

. 6

X

. 9

C o n c r e te

B r id g e

APPERSON DRIVE

E A

E R

S

ID

IV

E

(5 ' R

IG

H

T

- O

F

- W

A Y

E L E

C T

IC

A D

(R

T E

(V A

R

IA

B

ID

IG

H T

O F

W A

Y

Shoulder Gravel

C o n c . E n t.

Conc.

A s p h . G r e e n w a y

A s p h . G r e e n w a y on Conc. Base Illuminated Sign

Asphalt Parking Lot

Conc.

Conc.

2. 5' C&G

. 5 ' C

G

. 5

C

G

C h a in

L in k

F e n c e

OBSC

OBSC

OBSC

OBSC

OBSC

O B

S C

Rte. Sign

VDOT

li n a to r s

R a is o n c

M e d ia n

Conc.

li n a to r s

R a is n c

M e d ia n

A sph. G reenw ay

IRF

EXIST. R/W

Conc.

C on c.

C on c.

C o n c w

' C h a in

L in k

C o n c . R e ta in ll

C o n c . E n t.

A s p h

G r e e n w a y

Conc.

x

T im b e r

P o s t

EXIST. R/W

M e t.

T r a s h

C a n

Po stTi mb er

- 6 x6

Si gn

Illu mi na ted

Ab an do n

C o n c

Sign Illuminated

EXIST. R/W

C o n c

C o n c

Grass

(80' R/W)

2' C&G

' C

G

0.5' Asp

h. Curb

2' C&G li n a to r s

A s p h

D it c h

Conc.

M e t.

P o s t

S ig n

B a s e

C o n c

S to n e

S ig n

B a s e ld n c . S ig n

B a s e

E X

IS

T

R

W

E

XIST. R

/W

IRF

C o n c

R e ta in ll

Conc. Sign Base Ent.

Asph.

C o n c S ig n

B a s e

S ig n

F r a m e ld ta l t.

H a n d r a il

C o n c

W a lk

O n

C o n c . B a s e

Il lu m in a te d

S ig n

A s p h P a r k in g

L o t

Asph. Parking Lot

8' Wood Fence

Met. HandrailB r C l.

Grass r a s s

Asph. Parking Lot

C o n c

Grass

EXISTING R/W

O n

C o n c

B a s e

Il lu m in a te d

S ig n

S id e w a lk

Asph. Parking Lot

E X

IS

T

R

W

V D

IN

T E

S M

T

Grass

Rte. Sign

VDOT

EXIST. R/W

E X

IS

T

R

W

(5 ' R

W

IRF IRF

IRF

IRF

IRF

IRF

R p ik e

Asph. Parking LotAsph. Parking Lot

A s p h

G r e e n w a y

M c V

IT

T Y

R

O A

D

IN

S T

' P

E R

M A

N E

E E

N W

A Y

E

A S

M E

N T

R o a n o k e

R iv e r

T a b le s

T im b b le s

T im b

MARKINGS

PAVEMENT

MATCH EXISTING

STA 104+33.52

TOTAL QTY: 1

RELOCATE EXISTING 1 POST SIGN PANEL

TOTAL QTY: 2

RELOCATE EXISTING 1 POST SIGN PANEL

B

D

E

C

Type B, Class I, White, 8" Width

Type B, Class I, White, 4" Width, 10' Long 30' Spacing

Type B, Class I, White, 4" Width, 2' Long 6' Spacing

Type B, Class I, White, 8" Width, 3' Long 9' Spacing

Type B, Class I, Yellow, 4" Width, Double Line

M

K

L

F

G

Type B, Class I, Yellow, 4" WidthI

A

Type B, Class VI, Contrast Yellow, 4" Width, Double Line

Type B, Class VI, Contrast White, 4" Width

Type B, Class VI, Contrast White, 8" Width

N

O

P

Type B, Class II, Preformed Thermoplastic White Turn Arrow, Left

Type B, Class II, Preformed Thermoplastic White Turn Arrow, Right

Not Used

Type B, Class II, Preformed Thermoplastic White, 24" Width

J

H

Type B, Class II, Preformed Thermoplastic White Straight Arrow

Markings, "ONLY"

Type B, Class II, Preformed Thermoplastic White Pavement Word

Illinois Steel Railing posts, see Sheet B-31 for more information

Pavement marking to be installed 1 foot offset from nearest edge of

A

A

A G

B

D A

A

A

B

F

B

A L

K

M L

K H

H

M

H

H

G

G

A

KK

L L

I I

G

L

M c V itty R o a d

D r iv e

E a s t R iv e r s id e

Apperson Drive

E le c tr ic

R o a d

E le c tr ic

R o a d

O N

G r e e n w a y

A

G

A

E

A

P

N

N

WEIGHT LIMIT

AXLES

AXLES

27 T

31 T

32 T

2-3

4-5

6+

3+ 40 T

WEIGHT LIMIT

AXLES

AXLES

27 T

31 T

32 T

2-3

4-5

6+

3+ 40 T

J

P

P

P

N* N*

GM

C

GM

A

GM

C

GM

C

GM

A

GM

C

GM

A

GM

C

GM

C

GM

A

GM

A

GM

A

GM

A

ACROSS BRIDGE

BICYCLES

PLEASE WALK

STA. 41+42.40

STOP BAR START

STA. 111+58.74

STOP BAR START

STA. 20+41.70

STOP BAR START

"NATURE RESTORATION AREA"

PROTECT IN PLACE EXIST. SIGN

"NO THROUGH TRUCKS"

PROTECT IN PLACE EXIST. SIGN

"SPEED LIMIT 25"

ENTERING ROADWAY"

"WATCH FOR VEHICLES

EXIST. SIGN

PROTECT IN PLACE

"STOP"

"STREET NAME"

"STREET NAME"

PROTECT IN PLACE EXIST. SIGN

STA. 111+86.48

STOP BAR START

Docusign Envelope ID: A68177CF-2BE7-4402-841E-CFFBDA873C3C h e c k

D a t e

D r a n

D e s ig n

Is s t e

M a tt e rn C ra ig

E N

G

IN

E E

R S

S U

R V

E Y

O R

S

R O

A N

O K

E

V

IR

G

IN

IA

F

IR

R E

E T

S .W

F A

X

(5

(5

D a t e

R e v is io n s

Commission Number:

Sheet No.:

Horizontal Scale:

Vertical Scale:

C

S

A L E

M

V

IR

G

IN

IA

A P P

E R S

ID

P

L A

C E

M E

N T

1/

3925B

PLAN NO.: 080-06A

PROJECT NO.: 0011-129-246, P101, R201, B605

P R

O F E S

SIONAL ENG

I N

E E

R

C O

M M

O N

W

EALTH OF

VI

R

G I

N I

A

Lic. No. 036962

CHAD M. THOMAS

B-2

N/A

D K

A C T

B

T J

N/A accordance with current Road and Bridge Specifications.

Denotes items to be paid for on the basis of plan quantities in

Footing

Neat

Abutment A

Footing

Neat

Abutment B

Footing

Neat

Total

LBCY

Steel

Reinforcing

ESTIMATED QUANTITIES - SUBSTRUCTURE ONLY

MISCELLANEOUS / ROAD ITEMS

Quantity UnitsItem

Class A3

Concrete

Units Quantity

430,000

CY

LB

LF

363.6

ESTIMATED QUANTITIES - SUPERSTRUCTURE ONLY

LB

Item

LB

24,227

DateSheets RevisedRev. No.

TABLE OF REVISIONS

Sheet No.

INDEX OF SHEETS

Description

77.3

60.3

21.7

98.9

70.5

Type Description Type Description

ABBREVIATION LIST

o/

LB

LC

Class I

Reinf. Steel, Resistant

Corrosion

CY

Excavation

Structure

1,388

4,321

7,523

12,383

2,572

8,785

8,957

20,314 3,740

1,740

2,000

TON

Class I

Corrosion Resistant Reinf. Steel, Bridge Deck Grooving SY 1,252

ASTM A709 Grade 50W

Structural Steel Rolled Beam

Class II 38"

Dry Riprap

Zone

Abutment

Backfill

Select

SY

Repair

Surface

Substr.

Concrete

10.0

10.0

10.0

30.0

LF

Railing, CPSR 2 Rails

Railing, Illinois Steel Railing

DAY/PARTIAL DAY

1.0

SY

1,252

Cover Depth Survey

Concrete Class A4 Modified Low Shrinkage

(Str. No. 1801)

NBIS Access, Under Bridge

Pier

384.0

87,788

Lump Sum - Weight includes 3,225 lbs. of ASTM A709 Grade 36 steel accordance with current Road and Bridge Specifications.

Denotes items to be paid for on the basis of plan quantities in

547 310

55.3

A B B R E

V

IA

T

IO

N S T

A B

R E

V

IS

I O

N S

E S T

Q U

A N T

IT

IE

S

IN

D

X

S

H E E T S

Mud Slab

Mud Slab

Mud Slab was 963.00' for Abutment A, 965.00' for Pier, and 971.00' for Abutment B

Elevation used for bottom of Mud Slab to calculate quantities

MISCELLANEOUS / ROAD ITEMS

Quantity UnitsItem

SY

Coating

Color

Surface

Concrete accordance with VDOT Road and Bridge Specification Section 412.

exterior structural members. Concrete Surface Color Coating shall be in excluding bridge seats and portions of the backwall between limits of walls from finished grade to and including the top of the wingwall, caps, but excluding the top of the cap; exposed surfaces of abutment

Pier wall and cap from the OHW elevation to the upper limits of the pier

Concrete Surface Color Coating shall be applied to the following surfaces:

EA

Cofferdam

Specification Section 401.

the Pier. Cofferdams shall be in accordance with VDOT Road and Bridge the structure to facilitate construction for the extended portions of of the structure, and in Phases 3 and 4 on the downstream side of

Cofferdams shall be constructed in Phases 1 and 2 on the upstream side

LUMP SUM BID ITEMS

Mobilization

Construction Surveying

LS

LS

LS

LS

LS

LS

LSNS Temporary Shoring

LS

H.S.

ft.

F.F.

oF exist.

excav.

elev.

eq.

E.F.

or dia.

CY

cl.

const.

B.M.

approx.

typ.

TON

symm.

Sta.

SY

sq. ft.

spa.

psf

PL

No.

N.F.

min.

max.

LS

LF

ksi

High Strength

Feet

Far Face

Fahrenheit

Degrees

Excavation

Existing

Elevation

Equal

Each Face

Diameter

Cubic Yards

Clearance

Construction

Centerline

Benchmark

Baseline

Approximate

Typical

Tons

Symmetrical

Station

Square Yards

Square Feet

Spaces

Square Foot

Pounds per

Plate

Number

Near Face

Minimum

Maximum

Lump Sum

Linear Feet

Square Inch

Kips per

Structure (Str. No. 1801)

NS Remove Portion of Existing

(Str. No. 1801)

NS Environmental and Worker Protection

Type B)

NS Material Disposal (Str. No. 1801 and

NS Water Line - 1801

NS Temporary Work Bridge

B-40

B-39

B-38

B-37

B-36

B-35

B-34

B-33

B-32

B-31

B-30

B-29

B-28

B-27

B-26

B-25

B-24

B-23

B-22

B-21

B-20

B-19

B-18

B-17

B-16

B-15

B-14

B-13

B-12

B-11

B-10

B-9

B-8

B-7

B-6

B-5

B-4

B-3

B-2

B-1

Engineering Geology

Engineering Geology

Engineering Geology

Reinforcing Steel Schedule - Abutment B

Reinforcing Steel Schedule - Abutment A and Pier

Reinforcing Steel Schedule - Superstructure

Water Line System - Insulated

32" Pedestrian Railing (Modified BPR-1)

Illinois Steel Railing Misc. Details

Illinois Steel Railing

42" CPSR Terminal Wall (CPSRT-3)

CPSR Rail Connections (CPSR-4)

CPSR Rail Connections and Notes (CPSR-3)

42" CPSR Railing (CPSR-1)

Abutment B Semi-Integral Backwall Details and Notes

Abutment B Semi-Integral Backwall Plan and Elevation

Abutment A Semi-Integral Backwall Details and Notes

Abutment A Semi-Integral Backwall Plan and Elevation

Deck Slab Plan and Placement Schedule

Top of Slab Elevations, Finished Grade Elevations

Dead Load Deflections

Camber Diagram

Beam Details

Framing Plan and Diaphragm Details

Transverse Section

Bearing Details

Pier Footing Plan and Sections

Pier Plan and Elevation

Abutment B Wingwalls and Details

Abutment B Footing Plan and Details

Abutment B Plan and Elevation

Abutment A Footing Plan and Details

Abutment A Plan and Elevation

Substructure Layout, Miscellaneous Details

Sequence of Construction Phase IV

Sequence of Construction Phase III

Sequence of Construction Phase II

Sequence of Construction Phase I

Table of Revisions

Estimated Quantities, Index of Sheets, Abbreviations, Bridge Plan, Profile, and General Notes

TON

LSEarthwork

LS

And Electric Road

NS Modify Signal At Apperson Drive

NS Remove Exist.

Remove Existing Guardrail

Demo. Of Pavement Flexible

Demo. Of Pavement Rigid

Warning Light Ty. B

Electronic Arrow Board

Group 2 Channelizing Devices

Temporary (Construction) Sign

Type 3 Barricade 8'

Type 3 Barricade 4'

Allaying Dust

Median Strip MS-1A

Impct Atten. Std. IA-2 Tl-2 <40 Mph

Impact Atten.Ser.Ty.1 Tl-2,<40 Mph

Traffic Barrier Service Concrete

Traf. Barr. Ser. Conc. SGL FC Par. MB-10A

Fixed Object Attach. GR-FOA-5

Fixed Object Attach. GR-FOA-1 Ty. I

Guardrail Height Transition GR-MGS4

Guardrail End Anchorage GR-MGS3

Guardrail Terminal GR-MGS2

Radial Guardrail GR-MGS1

CG-12 Detectable Warning Surface

Hydr. Cement Conc. Sidewalk 7"

Hydr. Cement Conc. Sidewalk 4"

Rad. Comb. Curb & Gutter CG-6

Std. Comb. Curb & Gutter CG-6

Radial Curb CG-3

Std. Curb CG-3

Radial Curb CG-2

Std. Curb CG-2

NS Saw-Cut Asph Conc

Asphalt Concrete Ty. Bm-25.0A

Asphalt Conc.Ty. Sm-9.5AL

Asphalt Conc.Ty. Sm-9.5D

Flexible Pave.Planing 0"-2"

Asphalt Concrete Ty. IM-19.0D

Aggr.Base Mat.Ty. I No.21A Or 21B

Manhole MH-1

Drop Inlet DI-3BB,L=12'

Drop Inlet DI-3B,L=8'

Drop Inlet DI-3B,L=4'

Drop Inlet DI-1

24" Pipe

18" Pipe

15" Pipe

Concrete Class A3 Misc.

75360

EA

LF

SY

SY

DAY

HR

DAY

SF

EA

EA

HR

SY

EA

EA

LF

LF

EA

EA

EA

EA

EA

LF

SY

SY

SY

LF

LF

LF

LF

LF

LF

LF

TON

TON

TON

SY

TON

TON

LF

EACH

EACH

EACH

EACH

LF

LF

LF

CY

CY

299.4

194.4

38.3

66.7

Class A3

Concrete

Mud Slab1

A

D D

E N

D U

M

Clearing and Grubbing

Portable Changeable Message Sign

Pvmt. Symb Mrkg Thru Arrow Ty B Cl I

Pvmt. Symb Mrkg Sgl Turn Arr. Ty B Cl I

Ns Temp. Pvmt Mrkg

Temp. Pvmt Symb Mkg Sngl Turn Arrow Ty A

Temp. Pvmt. Symbol Mrkg Thru Arrow Ty. A

Temp. Pvmt Mrkg, Ty. A, 24"

Temp. Pvmt Mrkg, Ty. A, 6"

Temp. Pvmt Mrkg, Ty. A, 4"

Pvmt Msg. Mark. "Only" Ty B, Cl. I, 8'

Erad. Exist.Nonlinear Pvmt Mrkg

Eradicate Ex. Linear Pvmt Mrkg

Contrast Pvmt Mrkg 8"

NS Pavement Marking Type B Class VI

Type B Class VI Contrast Pvmt Mrkg 4"

Ty.B Cl.I Pave. Line Mark. 24"

Type B Class I Pvmt Line Mrkg 8"

Type B Class I Pvmt Line Mrkg 4"

Conc. Sign Fdn. Stp-1 Ty.E

Conc. Sign Fdn. Stp-1 Ty.B

Sign Post Stp-1, 2 3/16", 10 Gauge

Sign Post Stp-1, 2 1/2", 10 Gauge

Sign Post Stp-1, 2 1/2", 12 Gauge

Relocate Ex. 1 Post Grnd Mount Sgn Panel

Remove Existing 1 Post Sign Panel

Remove Existing 1 Post Sign Structure

Sign Panel

Inlet Protection, Type B

Temp. Silt Fence Type A

Inlet Protection, Type A

Rolled Erosion Ctrl Product EC-2 Type 1

Lime

Fertilizer Potassium -K

Fertilizer Phosphorous -P

Fertilizer Nitrogen -N

Hydraulic Erosion Control Product Type 3

Regular Seed

Temporary Seed

Dry Riprap Cl.I 26"

Field Office Ty. I

32" Pedestrian Railing (Mod. BPR-1)

Handrail Hr-1 Type III

57600

0.4

LS

HR

EA

EA

EA

EA

EA

LF

LF

LF

EA

SF

LF

LF

LF

LF

LF

LF

EA

EA

LF

LF

LF

EACH

EACH

EACH

SF

EACH

LF

EACH

SY

TON

LB

LB

LB

SY

LB

LB

TON

MO

LF

LF

Docusign Envelope ID: 04F41DB6-A4DC-4D6C-8CE5-7A42E6265E08

ECS Mid-Atlantic, LLC Geotechnical Engineering Report Apperson Drive over Roanoke River City of Salem, Virginia

ECS Project Number 12:19008 UPC Number 111411

October 18, 2022, Rev 01a

October 18, 2022, Rev01a

Mr. Chad M. Thomas, P.E.

Mattern & Craig 701 First Street SW Roanoke, Virginia 24016

ECS Project No. 12:19008

Reference: Geotechnical Engineering Report Apperson Drive over Roanoke River UPC No. 111411

Dear Mr. Thomas:

ECS Mid-Atlantic, LLC (ECS) appreciates the opportunity to present this Geotechnical Engineering Report for the improvements to the existing two-span Apperson Drive Bridge over the Roanoke River in Salem, Virginia. Our services have been provided in general accordance with ECS Proposal No. 12:14070-PR3, dated May 28, 2020.

The recommendations presented in this report are based on the data collected by ECS during field drilling operations in the month of August 2020. Appendix A of this Geotechnical Engineering Report (GER) contains the project Boring Location Plan. Appendices B and C present the results of the field exploration and laboratory analysis performed by ECS.

We appreciate the opportunity to be of service to you. If you have any questions with regard to the information or recommendations presented, or if we can be of further assistance to you, please do not hesitate to contact us.

Respectfully submitted, ECS Mid-Atlantic, LLC

Brian M. Jasion, PE Brian S.