Amendment_0009.pdf

ACQR5347625

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

This amendment is issued to :

1. Provide PPI responses;

2. Provide Room Requirements

3. Provide revised Price Proposal Form The proposal due date remains December 6, 2018. The cutoff date for PPIs is November 26, 2018. Additional PPI responses w ill be issued on a subsequent amendment.

1. CONTRACT ID CODE PAGE OF PAGES

1 15

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 19-Nov-2018

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X N4008518R0617

X 9B. DATED (SEE ITEM 11)

18-Jul-2018

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

19-Nov-2018

CODE

NAVFAC MID ATLANTIC

9324 VIRGINIA AVENUE

NORFOLK VA 23511-3095

N40085 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

N4008518R0617

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE

The following have been added by full text:

PPI RESPONSES

PRE-PROPOSAL INQUIRY ATTACHMENT (5.3)

Solicitation Number: N40085-18-R-0617 Contractor Name:

Contractor POC (Name and email):

Instructions: DO NOT submit in PDF format. DO submit as a word document Contractor

PPI#

Section of RFP or Page Number

Paragraph Reference

Drawing Number

Question RESPONSE

01. Section 2.3.6 Antiterrorism Criteria

Antiterrorism Criteria states that the facility with an occupancy designated as low occupancy so UFC 4-010-01 does not apply.

Section 2.5.2 Staffing/Occupancy states that eleven full-time staff/occupants will be in the building. UFC 4-010- 01 states Inhabited Buildings are defined by buildings or portions of the building routinely occupied by 11 or more DoD personnel and with a population density greater than one person per 430 gross square feet. Please confirm that the office area will need to be hardened per the UFC 4- 010-01 requirements.

No, the office area does not need to be hardened per the UFC requirements. 11-people is the occupancy for the entire building and not just the office area which would not meet the density requirement.

(EO)

02.

A101001 Shallow Foundations

A101001 Shallow foundations states that “the structure shall be entirely supported by a shallow foundation system.” A101002 Deep foundations states “the structure shall be entirely supported by a pile foundation system.” These two statements contradict each other. Please confirm that the designer of record may choose their

Bid per RFP Section A1010.

(RH)

preferred foundation system.

03.

Section D30

HVAC

Section 6 Engineering Systems Requirements D30 HVAC calls for “Provide chilled water system for service to the building HVAC equipment” Confirming this is a requirement for the HVAC for this small admin area?

Yes. This is for the small admin area, if the HVAC system selected requires chilled water.

(JH)

04.

Section 5.0 Room Requirements

Section 5.0 Room Requirements describes the overhead doors as “Insulated, manually operated coiling doors for drive-thru capabilities” Verifying that these will be manually operated and not electric lift assist?

Doors are to be manually operated.

Electric lift assist is not required.

05.

Are there any overhead lift or crane requirements?

There are no overhead lift or crane requirements.

06.

Part 3 – Chapter

B1020 & B301002

B1020 Roof Construction states Standing Seam Roof must be used, which is also shown on A-200.

B301002 Low Slope Roofing Systems states to use PVC membrane. The Bid Form in 00 22 13.00 20, asks for a PVC roof in the base bid, and Insulated Metal Roof Panels as Option No. 1 in CLIN 0002. For pre-engineered metal buildings with 1:12 roofs and no internal roof drains, the industry standard is to provide a standing seam metal roof.

Please confirm bidders are to follow B1020 & A-200 and are to disregard B301002. If confirmed, please remove CLIN 0002 from the bid form.

Bid per section B1020 and A-200.

07.

Part 3 – Chapter

B301003 B301003 only references providing enough roof insulation for UFC 1-200-

02. If the proper R-value and air/vapor barrier is

Yes, insulation can be installed under the standing seam metal roof.

achieved at the roof level, please confirm that insulation can be installed under the standing seam metal roof of the PEMB (visible from warehouse floor below). This appears to be exactly how building 1430 next door was constructed and is much more cost effective than having to provide a metal roof deck with rigid insulation above the metal roof deck and standing seam above the rigid.

08.

Part 3-Chapter 6 and Part 4-

B30 & B301001;

1.5.3.b

Part 3-Chapter 6-B30 states “facility shall be designed and specified with a warranty that has a “no dollar limit”, covers full system water-tightness, is from the single source manufacturer, and has a minimum duration of 30-years.”. Part 4-Section B301001-1.5.3.b states a 20-year weather-tightness warranty. Please verify the 20-year roof warranty is acceptable.

20-years is acceptable.

09.

Part 4 – Section B30

Part 4 is calling for a 5 year, no penal sum warranty from the contractor on the standing seam metal roof system.

This is in addition to the 20-year complete system warranty required in B301001, 1.5.3.b. The contractor’s bonding company will charge the project a premium to provide this warranty, when there is already a comprehensive warranty being provided by the manufacturer. If there is an issue, the contractor will turn to the manufacturer and installer to fix it. Since there is already a 20 year, no

The manufacturer’s warranty covers defect in the material itself.

The 5-year warranty from the GC is to cover installation issues.

Please provide.

penal sum weather tight warranty being issued in 1.5.3.b, please confirm the additional 5-year warranty from the general contractor is not required.

10. Part 3 – Chapter

The Room Requirements for the storage bays are calling for pre-finished insulated metal panels on the building. These insulated panels are above a CMU/Brick wainscot that runs 8’ high around the entire perimeter. The BEAP reads that light industrial buildings can use either insulated metal walls, brick, or a combination. Building 1430 next door was constructed with what appears to be floor to ceiling uninsulated metal wall panels, with insulation secured to the inside face of the panels.

Building 1430 represents traditional PEMB construction and is by far the most cost-effective way to construct a PEMB building. Is it possible to match the look of Building 1430 directly adjacent to this project?

Yes, floor to ceiling uninsulated panels with the insulation secured to the inside face of the panel is acceptable.

(EO)

11. Part 3 – Chapter

B201001 & C3010

Part 3 – Chapter 6 B201001” Exterior Closure” states to provide Reinforced CMU up to an elevation of 8’-0” above finished floor level.

C3010 notes all interior walls to be CMU 10’ A.F.F. which would include the interior perimeter wall. Please confirm if the requirement is 8’ or 10’ for the vehicle bay walls.

8’-0”.

12. Part 3 – Chapter

Please provide a room requirements sheet for the break room.

See attachment.

13. Part 3 – Chapter D306001 Part 3 – Chapter 6 The existing DDC front

6 1.1 D306001 1.1 states “Provide integration of the new DDC system to the existing operator workstation and the existing operation workstation software located in Building 5500.”

Please provide what DDC system is being used in Building 5500.

end at Building 5500 is a Java-based Niagara Framework system for LonWorks.

(JH)

14.

Part 3 – Chapter 5; Part 3 – Chapter 6 C3020;

Part 4 – Section C30

C3020 & C30

Part 3 – Chapter 5 calls for sealed concrete on the Vehicle Storage Bays Floor Finishes. Part 3 – Chapter 6 C3020 references Part 4 for a 3-coat sealer that is reflective, chemical, and slip resistant in the storage bay. Part 4 – Section C30

– Page 25 – Section C302009 1.1.1 calls for a “Fuel Resistive Resinous Flooring, 3-coat System”.

Please clarify what the flooring finish is to be used in the Vehicle Storage Bays.

Provide a lithium polysilicate performance densifier for the sealed concrete with a 3 coat sealer coat. Must have reflective, chemical, and slip resistant finish.

Use same floor for vehicle bays and storage area.

(DP)

15. Part 3 – Chapter

D4020 Per RFP, Part 3, Chapter 6, Section D4020, calls for horizontal split-case centrifugal, electric driven fire pumps.

If the existing base water pressure can support the required sprinkler system demand without a fire pump, please confirm the fire pump requirement can be deleted.

Preliminary calculations indicated that a fire pump would be required. If the DOR can prove that the system demand can be met without a fire pump, the pump may be deleted after NAVFAC review of the designer’s calculations.

(SDA)

16. Part 3 – Chapter

B202004 Section B202004 & B2030 reference ballistic glazing and ATFP requirements. The UFC 4-010-01 Applicability Checklist in Part 6 shows the building as low occupancy and therefore exempt from ATFP requirements. Please confirm the ballistic and ATFP references can be

Low occupancy and it is exempted from ATFP requirements; Refer to PPI # 1 response.

No need to remove references. (BSH) removed from B202004 & B2030.

17. Part 3 – Chapter

B102005 Please clarify where the interior OH Doors are to be located.

OH door is located in the fire wall adjacent to the ancillary spaces.

(EO)

18. Part 3 – Chapter

B103005 This section notes lockers are not used. A-100 appears to show some lockers directly across from the head. Please confirm those are not lockers.

There are no lockers.

(EO)

19. Part 3 – Chapter

C103007 The spec is calling for semi-recessed FE Cabinets. With 100% CMU walls on this project, please confirm surface mounted is acceptable.

No Fire extinguishers required per Fire Protection Engineer

(DP-Per conversation with SA)

20. Part 3 – Chapter

C3030 This spec is calling for impact-resistant ACT designed for MP Rooms and Gyms. Since the only room receiving ACT is the office area, please confirm a standard, non-impact resistant ACT is acceptable.

All areas receiving ACT must be impact resistant, anti mold/mildew and superior sag resistance.

(DP)

21. Part 3 – Chapter

D209005 This section is calling for a compressed air bid option. Please provide additional information on the number of drops required and modify the bid form accordingly.

Provide one compressed air quick disconnect near the air compressor.

(JH)

22. Part 3 – Chapter

D503005 This section references a separate contract for ACS and IDS security systems.

The only planned mods on the bid form are for A/V and FF&E. Please confirm if the Gov’t intends to award the security system as a Planned Modification at a future date.

Correct. (DR)

23. Part 3 – Chapter

E1010 This section references warehouse and shop equipment specialists, but all of the subsections after it say not used. Please provide further details on what these specialists are to design. Is the

Equipment is listed on Page 806 of RFP.

Attachment 5 Collateral Equipment Summary.

Items will fall under the E20 section.

(DP)

contractor responsible for procuring any equipment?

24. Part 3 – Chapter

E20 Please confirm the Planned Mod for CLIN 0003 is $40,000, as shown on the bid form. Section E20 lists it as $161,226.

Pl. update amount to reflect part 3 - 6ESR E20 Furnishings $ 161,226.

(KG) (DP)

25. Part 3 – Chapter

E201001 This section notes to provide artwork as required and wall graphics as indicated. We can’t find any indication of artwork or wall graphics.

Please confirm if this section can be removed.

Provide Command Board for activity.

Minimum of (4) 8x 10 photos. Command Board to work in conjunction with room signage in style and color.

(DP)

26. Part 3 – Chapter

G102002 1.1

Please provide additional details on the aboveground storage tank to be demolished (contractor is unable to locate or identify the tank).

No aboveground storage tanks on site. (LM)

27. Part 3 – Chapter

G202004 This section is asking for temporary markings, traffic control, and fire lane striping. Please confirm the project site is 100% off limits to base traffic during construction. If this is not true, please provide detailed information on what traffic will be around the site during construction.

If temporary markings are needed use this reference. It is not anticipated that traffic will be allowed within the project limits. (LM)

28. RFP Please confirm if FAR 52.229-3 is applicable to this contract

Yes – it is applicable.

29. Part 3 – Chapter

3.2.9 Site

Utilities Natural Gas

C-100 This section calls out for the abandoned gas line running north to south on the west side of the project site to be removed.

C-100 shows a gas line that runs north and south on the west side of Greenleaf Street; is this the line to be removed?

Yes, that is correct.

(LM)

30. Part 3 – Chapter

3.2.12 Permits – Wetland Permits

Will the Contractor be responsible for doing a wetland delineation to verify no existing wetlands? Has an

Based on project limits no wetlands are anticipated. (LM) environmental assessment of the site been performed?

31. Part 3 - Chapter 6 G102003 1.1

Since no report is provided, are there any known underground storage tanks? Has a geophysical survey been performed on the site?

There are no known underground storage tanks, and there are no anticipated underground storage tanks.

(LM)

32. Part 3 – Chapter

G303007 Will part of the site be able to be used for above ground stormwater management or is the preference to have paved area with underground stormwater facilities?

Underground stormwater management is preferred. (LM)

33. Part 3 – Chapter

G204001 Will the requested rolling gates be manual or be powered?

Existing gates were manual, so future rolling gates will also be manual. (LM)

34. Part 3 – Chapter

2.5.2 RFP Part 3, paragraph

2.5.2 states “Use eleven

(11) full-time staff/occupants for programming purposes.

Use occupancy to design building features such as egress and plumbing fixture count in compliance with applicable building and/or life safety codes.” Please confirm the plumbing counts will be based on the 11 persons noted, (plumbing counts based on egress calculations would be around 400 persons).

The storage area is to be considered an enclosed parking area with no personnel present.

Public toilet facilities are not required per exception 1 in paragraph

403.3 of the IPC (2015).

(JH)

35. Part 3 – Chapter

D201004 Please confirm if a service sink is required. The RFP does not appear to indicate a service sink, but it is required for storage occupancies per IPC table 403.1.

A service sink is not required for an occupant load of 15 or fewer people per note e in Table 403.1 of the IPC (2015).

(JH)

36. C3030 Ceiling Finishes (Page 298)

States the primary ceiling finish material must be gypsum board. Please clarify if the High-Bay area is to receive a gypsum board ceiling?

No, this does not include the high bay areas.

(EO)

Office area to be 2x2

ACT.

(DP)

37. C3040 Interior

Coatings (Page 298)

States all interior exposed surfaces except factory finished items… Please clarify the painting requirements for the interior painting. Are we to paint the whole PEMB structure? Are we to paint the PEMB ceiling?

Structure is to come with factory finish to resist rust.

(DP)

38. Are interior liner panels required for the PEMB or is exposed insulation on interior side allowed for the walls and ceilings?

Exposed insulation is acceptable.

(EO)

39. Are any trench drains required inside the building? If so, what are the requirements?

PENDING

40. C3020 Floor Finishes (Page 297)

The room requirement for the vehicle storage bay references section C3020 for floor finish while noting sealed concrete under specific requirements. The concrete floor requirements in C3020 reference polished concrete with a densifier and a reflective, chemical, and slip resistant floor coating in the storage bay.

Please confirm if sealed concrete, polished concrete, or a thin film epoxy flooring system is required in the vehicle storage bay as each is significantly different.

Refer to PPI response #14.

(DP)

41. 2.3.4 Building Commissioning (Page 247)

States provide third party commissioning to meet requirements identified in Section 01 91 00.15 Total Building Commissioning…… 01 91 00.15 Total Building Commissioning (Page

230) – States the Government will provide an independent Commissioning Firm to commission the building systems listed herein.

Government provides 3rd party commissioning firm in accordance with Part 2 spec. section 01 91 00.15.

( EJ)

42. The RFP calls for 200’ “clear span” - can any Interior Columns be utilized?

No. Must be clear span for all interior rigid frames. (BSH)

43. Section C30

1.2.2.1 (Page 513)

States that contractors applying industrial coatings identified in the project program are required to be SSPC QP-1 certified.

Please consider removing this qualification as the qualification is intended for projects with complex industrial and marine structures requiring coatings including but not limited to bridges, off shore drilling, power generation facilities, petro/chemical plants, and waste water treatment facilities.

Note: Requiring this qualification will significantly increase the price of coatings as this is an extremely rare qualification for commercial painters.

There are only 4 QP1 contractors in the entire state of Georgia, 4 in Alabama, and 2 in South Carolina, most of whom do not regularly paint pre-engineered building components and/or CMU walls.

Requirement remains as is.

(DP)

44. Please confirm what, if any, of the pre-engineered metal building components (structural frame, purlins, girts, etc.)

must be painted and the specific coating system that must be used if manufacturers standard primer/finish is not acceptable.

Refer to PPI response #37.

(DP)

45. Section C3010 Section C3010 wall finish references CMU walls are to be a minimum height of

CMU height 8’ aff.

(Refer to PPI response #

10’aff. Section B201001 notes that CMU walls are to be a minimum height of 8’aff. Please confirm CMU height at the exterior closure.

11)

(BSH)

46. Section B201001 Section B201001 notes that insulated wall panels.

Please confirm if wall panels are to be pre-insulated sandwich type panels with an interior and exterior metal face are required or if standard wall panels with standard vinyl backed insulation is acceptable. If standard vinyl backed insulation is acceptable please confirm if liner panels are required and if so to what height?

Standard wall panels with standard vinyl backed insulation is acceptable.

(EO)

47. Section B30 Per RFP B30 the roofing material is called out as a fleece backed thermoplastic PVC membrane. Per the RFP provided drawings the roof is called out as a standing seam metal roof.

Which roof is required for this facility?

Standing seam metal.

(EO)

48. Section C3030 RFP C3030 requires an impact resistant suspended acoustical ceiling system designed for multi-purpose rooms etc. Since the only place in the RFP that calls out ACT ceiling is the office space will this type of ceiling be required?

Refer to PPI response #20.

(DP)

49. Will there be any FF&E or AV requirements outside of the small admin office area?

Refer to Room Requirements.

(DP)

50. Part 3 – Chapter

2.3.4 Paragraph 2.3.4 reads to

provide third party commissioning to meet 01 91 00.15. 01 45 00.05 20

1.4.3 references the qualifications for a Comm. Authority.

Section 01 91 00.15, Paragraph 1.1 & 1.3 notes the Lead Commissioning

Refer PPI #41 . (Same)

Specialist (CxC) will be hired by the Gov’t. Please confirm the Gov’t will provide the Commissioning Authority/Specialist.

51. Part 3 – Chapter

3.2.3 Paragraph 3.2.3 calls for

11 POV spots and 1 handicap accessible space.

3.1.2 calls for 10 POV spaces and 1 handicap accessible space. Please confirm which count is correct.

A total of 11 spots, 10 POV and 1 Handicap.(LM)

52. Part 3 – Chapter

3.2.9 The Water paragraph

reads that new fire hydrants are not anticipated as there are three directly north of this site. The next paragraph says add hydrants as needed. Please confirm fire hydrants are not needed.

Fire hydrants “may” be needed depending on numerous aspects of the final design. (Facility distance from hydrants, hydrant to fire department connection distance, etc.). Add fire hydrants as necessary to comply with the UFC 3- 600-01 and referenced criteria.

(SDA)

53. Part 3 – Chapter

G204005 Please provide additional details on the exterior signage required for the building. The BEAP references a Building Number, and Main Entrance sign. Will an informational sign along Radford Street be required? Will each OH door require a number or identifying device? What size/material would these be?

Refer to Section 01 50

00.05 20 Project Sign / Yes / Yes / Refer to project identification board.

54. Part-3 – Chapter

G204001 Please provide an additional drawing showing exact fence replacement locations.

G204001 mentions to provide security fence along Radford road and the fencing along the west side of the site should be repaired. During the site visit, it was observed that the fence on the west side needs replaced and there

To be designed during 15% design and based on site visit. (LM) is a partition along the North side that needs replaced. The fence at the west side that ties into the existing could extend outside the project limits.

Can you please provide a drawing showing extent of new fenced required?

55. 01 14 00.05 20 1.2.a Please confirm the Gov’t will be the one to relocate the existing equipment presently on site (prior to construction starting)

PENDING

56. 01 45 00.05 20 1.4.4.2 The chart in 1.4.4.2 calls for a Certified Elevator Inspector. Since there are no elevators on the project, please confirm this requirement can be deleted.

Yes. The requirement can be deleted.

57. 01 50 00.05 20 1.5 The first paragraph says the following utilities will be made available without charge but doesn’t list the utilities. Please confirm which temporary utilities are available at no charge to the contractor.

Reasonable amount of power, water and sanitary can be expected at no charge. Contractor responsible for backflow preventer and temporary connections to services.

(RH)

58. Part 3 – Chapter

C103007 C103007 states to provide fire extinguisher cabinets.

RFP Part 4, D40, 1.1.1 says to follow UFC 3- 600-01 for fire protection.

3-600-01, Section 9-17.1 states that general purpose portable fire extinguishers are not required when the Facility is provided with a complete automatic sprinkler protection and a fire alarm system.

Since this facility is provided with both sprinkler & alarm, please confirm if fire extinguishers and cabinets are required for this project.

Comply with UFC 3- 600-01. Fire extinguishers are not required.

(SDA)

59. B10 Superstructure (pg 284)

B10 Superstructure (page

284) states: “The side wall bay spacing shall be 25’ to accommodate 40 bays.”

Please confirm this is a

Yes, this is a requirement; Unless DOR can prove that the secondary framing -cold form member can requirement and we cannot us 50’ as the side wall bay spacing.

have longer span economically per NAVFAC engineers review of the designer’s calculations.

(BSH)

60. Chapter 6 G303007

STORM

WATER

MANAGEMENT

(pg 346)

Please clarify the permitting process for construction stormwater.

Specifically what are the local and federal requirements for water quality and stormwater detention?

Per the RFP, required permits shall comply with UFC 3-201-01, UFC 3-210-10, the Georgia Water Quality Control Act, and the latest edition of the Georgia Stormwater Management Manual.

(LM)

61. G204001

FENCING &

GATES (Pg 340)

Is the 8’ Chain link fence on the north side of the site to remain? Must all vehicles enter and exit from Radford Street?

To be designed and determined during 15% design and user input.

(LM)

(End of Summary of Changes)