Charles Town Pike (Rte. 9) Traffic Calming Town of ... No 2.pdfCharles Town Pike (Rte. 9) Traffic Calming Town of Hillsboro, VA . ADDENDUM NO.2 . This Addendum consi sts of a total

Addendum #2 – Page 1

Charles Town Pike (Rte. 9) Traffic Calming Town of Hillsboro, VA

ADDENDUM NO.2

This Addendum consists of a total of 2 pages. This Addendum is supplementary to the Contract Documents for the CHARLES TOWN PIKE (Rte. 9) TRAFFIC CALMING, Town of Hillsboro, Virginia. All changes, additions or deletions included herein as Addendum No. 2 shall become a part of the Contract Documents as if originally called for in the Drawings, Specifications and Form of Bid. RESPONSE TO BID-QUESTIONS ADD: Responses to Questions Set #1 - Page 1 thru Page 6. SECTION IFB - FORM OF BID DELETE: Form of Bid pages IFB-19 thru IFB-30.

ADD: Form of Bid pages IFB-19 thru IFB-30, Addendum No. 2. These changes were made to Form of Bid: Additional Pay Items have been added to the Form of Bid:

• NS REMOVE EXIST PIPE • NS REMOVE EXIST ENDWALL • FLOWABLE BACKFILL • GEOTEXTILE SUBGRADE STABILIZATION • CONCRETE FOUNDATION STP-1, Type B

The following Pay Items have been revised to reflect the correct reference section

• Line No. 100 - Bedding Matl. Aggr. No. 25 or 26 • Line No. 660 - NS Radial Curb Radial Modified CG-3 Curb • Line No. 670 - CG-12 Detectable Warning Surface • Line No. 2180 - Special Curbing for Spring House at Back of Sidewalk

The Pay Item - 1150 3/4" WATER METER AND BOX has been revised to 1150 3/4" WATER METER BOX AND LID. The Town will be providing the water meters for the project.

Addendum #2 – Page 2

CONSTRUCTION DRAWINGS REVISION:

• Sheet 2E has been revised to provide more detail to the ditch and concrete channel.

• Sheet 12 - The first sentence in Note 3 has been updated to read “CONTRACTOR SHALL PERFORM WORK IN ACCORDANCE WITH SPECIAL PROVISION SECTION 2130.

• Sheet 03 has been updated to reflect the correct pipe size as shown on the drainage description on Plan Sheet 2R(1) of 295

• Sheet 2R(2) has been updated to show 15” RCP between Structures 6-13 and 6-14

• Sheets 10(18) and Sheet 10(34) have been revised to reflect the changes to the tree protection.

Bidders are required to acknowledge receipt of all Addenda on IFB - Page 17 of the Pricing Page. Failure to indicate receipt of any Addenda may be cause for rejection of Bid.

END ADDENDUM NO. 2 By: _______________________________________________________ Mayor Roger Vance Town of Hillsboro, VA Dated: _______________________________________

CHARLES TOWN PIKE (RT. 9) TRAFFIC CALMING TOWN OF HILLSBORO

IFB – HR-19-101

June 22, 2019 RESPONSE TO QUESTIONS DURING BIDDING

1. Is there a missing pay item for Flowable Backfill (VDOT General Note 5 on Plan Sheet2.).

RESPONSE:Yes – this pay item was missing. It will be added via Addendum #2.

2. A detail is needed for the concrete channel with steel plates (Plan Sheet 2E) along SpringDrive. Will the special design run the entire length or transition into and out of VDOTStandard PG-2A Type E? If so, we will need limits of each detail.

RESPONSE:Sheet 2E has been revised to provide more detail to the ditch and concrete channel. It isnot a PG-2A ditch, it is a special shape/design ditch as now shown on Sheet 2E. Thesteel plate shall be three pieces – 12 feet in length.

3. Has the Town of Hillsboro discussed the need to hold poles during construction? Willthe Contractor be permitted to hold the poles or will pre-approved subcontractors need toperform that task? If pre-approved subcontractors are required, can a list of thosecontractors be provided to bidders?

RESPONSE:The poles will be held by the appropriate utility Company. The Contractor is responsiblefor coordinating with the utility company when there is a need for the additional supportfor the pole.

4. A number of existing overhead utility poles are depicted as being in direct conflict withthe ductbank installation (see Plan Sheets 13(3) and 13(4) of 295), are these existingpoles shown accurately? If not, what clear distance was used for the design betweenproposed ductbanks and existing poles?

RESPONSE:Based on the available information, the duct bank was designed to be adjacent to theexisting poles. The symbol for the poles on the plans does not represent the actual size ofthe pole. During construction, it may be necessary to hold the existing poles in placewhen they are in close proximity to the duct bank, during construction of the duct bankadjacent to the poles. Minor adjustments to the duct bank to avoid conflicts may beallowed, if approved by the Engineer, Dominion Power and Verizon.

5. Is any temporary drainage contemplated, see Plan Sheet 1K(7) an existing culvert under

Hillsboro Road Station 102+50 as an example.

RESPONSE: Yes, in areas where there is temporary pavement for the TMP plans, temporary drainage shall be provided by the Contractor when the temporary pavement is in conflict with the existing drainage pipes/features and is necessary to maintain positive drainage. Where temporary drainage or other temporary items are required to install and maintain temporary pavement, they shall be incidental to the temporary pavement. The existing culvert referenced on Sheet 1K(7) is a location where temporary drainage is required to maintain the temporary pavement and shall be provided by the Contractor. This work shall be incidental to the temporary pavement.

6. Plan Sheet 12 of 295 includes General Note 3. The final part of the second line, after the

word "SECTION" is illegible.

RESPONSE: The first sentence in Note 3 on Plan Sheet 12 of 295, shall be updated to read “CONTRACTOR SHALL PERFORM WORK IN ACCORDANCE WITH SPECIAL PROVISION SECTION 2130.”

7. The pipe size of the storm drain between Structures 3-15 and 3-16 is shown as 24” in

plan view, but the drainage descriptions list the pipe size as 30”, which dimension is correct? RESPONSE: The correct pipe size is 30”, as shown in the drainage description on Plan Sheet 2R(1) of 295. Plan Sheet 03 of 295 has been updated to reflect the correct pipe size as shown on the drainage description on Plan Sheet 2R(1) of 295

8. The pipe culvert between Drainage Structures 6-13 and 6-14 is listed as a 12” RCP, but

the two ES-1 end sections are listed as being 15”, which dimension is correct?

RESPONSE: On Plan Sheet 2R(2) of 295, the correct dimension for both the pipe and the end sections between Drainage Structures 6-13 and 6-14 should be 15”. Plan Sheet 2R(2) of 295 has been updated to show 15” RCP between Structures 6-13 and 6-14

9. Note 2 on each of the drainage descriptions Plan Sheets discusses a woven geotextile

stabilization fabric. There is generally a pay item for this type of drainage fabric, however the Form of Bid does not include this pay item.

RESPONSE: The pay item - GEOTEXTILE SUBGRADE STAB has been added via Addendum #2. The quantity added includes geotextile subgrade stabilization fabric for all proposed drainage and roadway undercut.

10. With regard to Attachment 6, Incidental Note 2, pertaining to Portable Changeable Message Boards. Will only the two new portable changeable message boards require the remote programming feature or will all 8 of the anticipated message boards need to have this feature?

RESPONSE: All 8 PCMS units will need to have remote programming feature. Sheet 1k(1) general note #17 indicates there will be different PCMS messages displaying the begin date 2 weeks prior to construction, while different PCMS messages will be displayed during construction as part of the TMP.

11. A number of flashing speed limit signs are shown as being relocated during construction. Please confirm that all power (solar) and controls for these devices are on the poles and that no underground wiring of junction boxes are involved with their relocation. Please confirm that the existing pole and equipment can be re-use with a new concrete foundation.

RESPONSE: Both speed limit and school flashing signs are powered through solar with battery and controls. No underground wiring or junction boxes are proposed as part of the sign relocation. The existing poles and equipment can be reused.

12. Plan Sheet 1K(1) contains Maintenance of Traffic General Note 11, which refers to a NOVA District Memorandum. Is this memorandum included in the Contract Documents? If not can a copy be provided?

RESPONSE: A copy of the NOVA District memorandum is attached herewith.

13. Plan Sheet 1K(1) contains Maintenance of Traffic General Note 21, which discusses

police presence. Please confirm whether the Contractor will need to pay the police for assistance.

RESPONSE: It will be the Contractor’s responsibility to pay for the police presence. The police presence, identified in the aforementioned note #21 in Plan Sheet 1K(1), should be limited to the peak hours only (i.e. 2 hours in AM peak and 2 hours in PM peak).

14. Plan Sheet 1K(1) contains Western Roundabout – Phase 2D Note 1, which references the

use of a temporary signal. Please confirm that this is a typo and that no temporary signal is needed at the Western Roundabout.

RESPONSE: Flagging operation as shown on plans should be utilized for the western roundabout at Route 9 & Stony Point Road.

15. Will the Contractor have any design engineering responsibilities associated with trafficcontrol or will the Contractor simply need to identify the limits of work for MOT Stages3A thru 3F and 4A thru 4F.

RESPONSE:The TMP and SOC are intended as a guide and it is not to enumerate every detail whichmust be considered in the construction of each phase or stage, but only to show thegeneral handling of traffic. Any changes to the TMP/TTC plans must be approved by theEngineer prior to any construction that may impact the existing traffic.

16. Water Improvements Phase 1B work at the treatment building is not addressed under thisContract. Will work adjacent to the treatment building at the top of Spring Lane berequired as a part of this Contract?

RESPONSE:The only “work” responsible by the Contractor shall be the operation of the valve at theTreatment Building that will shut off the raw water flow from the current water source.This operation shall occur after all connections to the new system have been completedand approved by the Town and Virginia Department of Health (VDH). This operationwill be under direct supervision and guidance by the Town. There will be nodisconnections, new piping, or other utility work required of the Contractor at theTreatment Building or at the pump station adjacent to the creek. The Contractor shall beresponsible for the connections detailed on the current water main sheets at theintersection of Spring Lane and Route 9 and at Station 109+38.

17. The "Form of Bid" list includes a number of Items listing "ATTD" under the SpecNumber heading. Each of these items can be found within the Complete ContractDocuments with the exception of the following items:

A) Line No. 100 - Bedding Matl. Aggr. No. 25 or 26B) Line No. 640 - NS Radial Curb Radial Modified CG-3 CurbC) Line No. 650 - CG-12 Detectable Warning SurfaceD) andE) Line No. 2160 - Special Curbing for Spring House at Back of Sidewalk

RESPONSE: The Form of Bid has been revised per Addendum #2 with these changes:

A) Line No. 100 - Bedding Matl. Aggr. No. 25 or 26 - VDOT Section 205B) Line No. 660 - NS Radial Curb Radial Modified CG-3 Curb - VDOT

Section 502C) Line No. 670 - CG-12 Detectable Warning Surface - VDOT Section 504D) Line No. 2180 - Special Curbing for Spring House at Back of Sidewalk

– The Special Curbing for Spring House at Back of Sidewalk shall be granite curbing and shall use the Special Provision for Granite Curb –Special Provision Section 3320.

18. The "Form of Bid" list includes a number of Items listing "PLAN" under the Spec Number heading. Each of these items can be found within the various plan sets and the method of payment is clear, with the exception of the following items:

A) Line No. 2030 - Masonry Concrete Unit Block Wall. 1. A Reinforced Concrete Masonry Unit Wall is detailed on Plan Sheet 10(29) of

295, however the method of payment for the reinforced concrete footing associated with this work, the reinforcing steel within the block wall as well as excavation for this work is unclear.

RESPONSE: Reinforcing steel for the footing and within the block wall shall be measured and paid under Line No. 700 Reinforcement Steel. Concrete for footing and within the block wall shall be measured under Line No. 690 Concrete Class C1. Excavation shall be measured as incidentals under Line No. 2030 Masonry Concrete Unit Block Wall

B) Line No. 2140 - Temporary Chain Link Fence Tree Protection

1. Plan Sheet 10(13) has a denotation reading "See Sheet 10(18) for materials, dimensions and tree protection". Plan Sheet 10(18) does not include a detail concerning the materials, dimensions or any signs to be attached to the fencing.

RESPONSE: Sheets 10(18) and Sheet 10(34) have been revised and included in Addendum #2.

19. During the pre-bid meeting the Town’s representatives mentioned a firm interested in

performing the vibration monitoring service required of the project. Can the contact information of that firm be provided?

RESPONSE: Sauls Seismic, LLC 47 West Jubal Early Drive Winchester, VA 22602 C: (304) 953-3936 F: (540) 535-2206 [email protected] www.saulsseismic.com

20. During the pre-bid meeting the Town’s representatives mentioned the possibility of using

portions of an adjacent property for a lay-down area and the use of that land was already accounted for in land disturbance applications. Can the contact information of that land owner be provided?

RESPONSE: Here is the email address and cell phone number of Todd Cummings, a contact person for this property - [email protected] , (301) 252-2458.

21. The pay item schedule Line 1290 shows 73 EA Type A foundations. There is no pay item

for Type B or C foundations. The general note 1 on Sheet 15(0) of 295 says we are to use

mailto:[email protected]

the VDOT standards. We have identified from the permanent sign schedule on Sheet 15(9) of 295, 8 EA Type B or C foundations, between Text Numbers 2, 12, and 14. Reference VDOT Road and Bridge Standards, page 1321.12 Sheet 3 of 12 “size of post”. Will there be a pay item for the Type B or C foundations? If so, will plan sheet 15(9) of 295 be revised to show foundations required?

RESPONSE: Yes, the pay item for Type B foundations was missing. It will be added via Addendum #2. Plan Sheet 15(9) will not be revised to show the foundations required, as Sheet 15(9) already identifies the proposed sign structure standard to be referenced and the standard identifies the foundation types required.

22. Addendum #1 did not provide the CADD drawings, how can bidders obtain these

documents?

RESPONSE: CADD plan files will be provided via Addendum #2.

23. Storm Drainage Structure 6-5 depicts a 36-Inch RCP outfall to an EW-1 Modified, with a pair of wingwalls. The VDOT standard for an EW-1 headwall indicates 9 Inches of embedment. The minimum EW-2 wingwall has 18 inches of embedment. The adjacent ductbank profile on Plan Sheet 13(4) depicts the top of the proposed ductbank at an elevation of roughly 523.90, but the profile does not depict the pipe crossing or the rip rap above the ductbank. Also of note the ductbank profile references Trench Detail #16, which does not concrete encase the Verizon, Town or lighting conduits. Using the outfall elevation of 524.50, it appears a direct conflict may exist between the top of the proposed ductbank and the bottom of the proposed storm drainage system.

RESPONSE: The duct bank alignment and profile have been modified to remove the conflict with Storm Drainage Structure. See the revised Sheet 13(4) included in Addendum #2.

Town of Hillsboro, VirginiaCharles Town Pike (Rt. 9) Traffic Calming

PLEASE FURNISH, COMPLETE IN PLACE, THE FOLLOWING:

Line No.

Spec Number Item description Units Estimated

Quantity Unit Price Amount

GEO 513 MOBILIZATION LS 1.0

20 517CONSTRUCTION SURVEYING (CONSTR.) LS 1.0

30 301 CLEARING AND GRUBBING LS 1.0

40 303 REGULAR EXCAVATION CY 14,561.0

50 303

TRENCH EXCAVATION - ELECTRIC, TELEPHONE, COMMUNICATION, & LIGHTING CY 929.0

60 303UNDERCUT FOR ROADWAY, DRAINAGE, AND RETAINING WALLS CY 756.0

70 303 305 BORROW EXCAVATION CY 2,021.0

80 303 305BORROW EXCAVATION - SHARED USE PATH CY 647.0

90 305 SELECT MATL. TY. I MIN. CBR-30 CY 4,818.0

100 205 BEDDING MATL. AGGR. NO. 25 OR 26 TON 279.0

110 PLAN AGGR. MATERIAL NO. 1 STONE TON 70.0

120 ATTDCONCRETE CLASS A3 - ELECTRIC CONDUIT ENCASEMENT CY 157.0

130 316CONCRETE CLASS A3 - ROADWAY TRUCK APRON CY 318.0

140 302 504 CONCRETE CLASS A3 - DRAINAGE CY 17.0

150 PLANCONCRETE CLASS A4 - CONCRETE CHANNEL CY 21.0

160 PLAN NS STEEL (1/4" THICK STEEL PLATE) LB 715.0

FORM OF BID

IFB - 19 - Addendum #2

Line No.



170 501 UNDERDRAIN UD-2 LF 630.0

180 501 UNDERDRAIN UD-4 LF 7,194.0

190 501 CROSSDRAIN CD-2 LF 202.0

200 501 OUTLET PIPE LF 263.0

210 302 ENDWALL EW-12 EA 4.0

220 302 12" PIPE LF 322.0

230 302 STORM SEWER PIPE 15" LF 3,165.0

240 302 STORM SEWER PIPE 18" LF 758.0

250 302 STORM SEWER PIPE 24" LF 1,431.0



280 302 12" END SECTION ES-1 OR 2 EA 2.0





330 302 DROP INLET DI-1 EA 5.0

340 302 DROP INLET DI-2B,L=4' EA 16.0



Line No.




370 302 DROP INLET DI-2B, L=10' EA 5.0




410 302 DROP INLET DI-2C,L=6' EA 7.0



440 302 DROP INLET DI-2CC,L=6' EA 1.0

450 302 DROP INLET DI-2CC,L=8' EA 1.0

460 302 DROP INLET DI-2E,L=8' EA 1.0

470 302 DROP INLET DI-2E,L=10' EA 1.0

480 302 DROP INLET DI-2EE,L=6' EA 4.0

490 302 DROP INLET DI-2EE,L=8' EA 2.0

500 302 DROP INLET DI-2F,L=6' EA 1.0

510 302 DROP INLET DI-2F,L=16' EA 1.0

520 302 DROP INLET DI-5 EA 7.0

530 302 DROP INLET DI-12,L=12' EA 1.0

540 302 MANHOLE MH-1 OR 2 LF 41.0


Line No.



550 302 FRAME AND COVER MH-1 EA 7.0

560 414 EROS. CONTR. STONE CL. I EC-1 TON 327.0

570 414 EROS. CONTR. STONE CL. II EC-1 TON 619.0

580 308 309AGGR. BASE MATL. TY. I NO. 21B (SIDEWALK) TON 740.0

590 308 309AGGR. BASE MATL. TY. I NO. 21B (ROADWAY) TON 6,350.0

600 315 ASPHALT CONCRETE TY. SM-9.5D TON 1,316.0

610 315 ASPHALT CONCRETE TY. IM

‐

19.0A TON 1,761.0

620 315 ASPHALT CONCRETE TY. BM

‐

25.0A TON 5,754.0

630 315 FLEXIBLE PAVEMENT PLANING 0"-2" SY 4,305.0

640 508 DEMO. OF PAVEMENT (FLEXIBLE) SY 9,097.0

650 311 SURFACE TREATMENT DRIVEWAY SY 300.0

660 502NS RADIAL CURB RADIAL MODIFIED CG-3 CURB LF 550.0

670 504CG-12 DETECTABLE WARNING SURFACE SY 64.0

680 504CONCRETE CLASS A3 - CURB CUT RAMPS CY 49.0

690 ATTDNS RADIAL CG-7 WITH EXPOSED AGGREGATE FINISH LF 228.0

700 ATTDNS CG-7 WITH EXPOSED AGGREGATE FINISH LF 268.0

710 404CONCRETE CLASS C1 (RETAINING WALL, PIER, & STEPS) CY 756.0

720 407REINFORCING STEEL (RETAINING WALL, PIER, & STEPS) LB 9,500.0

730 401 COMPOSITE WALL DRAIN SY 124.0


Line No.



740 504HYDRAULIC CEMENT CONCRETE SIDEWALK 4" SY 378.0

750 ATTD 12"X6" GRANITE STRAIGHT CURB LF 8,898.0

760 ATTD 12"X6" GRANITE CIRCULAR CURB LF 1,816.0

770 ATTD BULLNOSE GRANITE CURB LF 141.0

780 ATTDEXPOSED AGGREGATE CONCRETE GUTTER 24" WIDE SY 1,310.0

790 ATTDEXPOSED AGGREGATE CONCRETE 'V-SHAPE' GUTTER 36" WIDE SY 409.0

800 ATTDEXPOSED AGGREGATE CONCRETE PAVEMENT 4" THICK SY 740.0

810 ATTDEXPOSED AGGREGATE CONCRETE DRIVEWAY APRON 7" THICK SY 671.0

820 ATTDCONCRETE PAVER (SLATE FINISH) ON PCC BASE SY 2,564.0

830 ATTDCONCRETE PAVER (ANTIQUE FINISH) ON PCC BASE SY 172.0

840 ATTDGRANITE PAVER (THERMAL FINISH) ON PCC BASE - SIDEWALK SY 93.0

850 ATTDGRANITE PAVER BANDING ON PCC BASE - SIDEWALK SY 44.0

860 ATTDGRANITE PAVER (THERMAL FINISH) ON PCC BASE - CROSSWALK SY 76.0

870 ATTD GRANITE TREAD SY 24.0

880 ATTD

EXPOSED AGGREGATE CONCRETE (RAISED CROSSWALK - SURFACE AND BASE) CY 48.0

890 ATTDCOBBLESTONE PAVER ON PCC BASE - PARKING SY 615.0

900 505 REMOVE EXISTING GUARDRAIL LF 1,050.0

910 505 GR-MGS3 GUARDRAIL EA 1.0

920 505 GR-MGS1 LONG POST GUARDRAIL LF 787.0


Line No.



930 505 GR-MGS4 GUARDRAIL TRANSITION EA 3.0

940 512 TEMPORARY CONCRETE BARRIER LF 779.0

950 512 TEMPORARY CONSTRUCTION SIGNS SF 523.0

960 512 GROUP 2 CHANNELIZING DEVICES DAY 20,496.0

970 512PORTABLE CHANGEABLE MESSAGE SIGN HR 132,480.0

980 512 FLAGGER SERVICE HR 5,807.5

990 PLANSEEDING OF PERENNIAL MIXES 01, 02 & 03 SY 280.0

1000 PLAN SEEDING OF TURF MIX SY 6,639.0

1010 606 EC-2 TYPE 1 SY 169.0

1020 606 EC-3 TYPE 1 SY 39.0

1030 303 TEMPORARY DIVERSION DIKE LF 1,625.0

1040 303 CHECK DAM, ROCK TY. I EA 14.0

1050 303 CHECK DAM, ROCK TY. II EA 65.0

1060 303 SILTATION CONTROL EXCAVATION CY 1,978.0

1070 303 INLET PROTECTION, TYPE A EA 16.0

1080 303 INLET PROTECTION, TYPE B EA 81.0

1090 303 TEMP. SILT FENCE TYPE A LF 7,500.0

1100 512 CONSTRUCTION ENTRANCE EA 2.0

1110 603TEMPORARY SEEDING (INCLUDING LIME, FERTILIZER, AND MULCH) AC 4.0


Line No.



1120 ATTD 3/4" WATER SERVICE LINE LF 892.0

1130 ATTD 4" DUCTILE IRON WATER MAIN LF 2,991.0

1140 ATTD 4" GATE VALVE & BOX EA 13.0

1150 ATTD 3/4" WATER METER BOX AND LID EA 35.0

1160 ATTD 2" SAN. SEWER LPFM LF 500.0

1170 ATTD 3" SAN. SEWER LPFM LF 1,930.0

1180 ATTD 2.5" SAN. SEWER LPFM LF 609.0

1190 ATTD 1.25" SAN. SEWER LPFM LATERAL LF 1,011.0

1200 ATTDSEWER LATERAL VALVE/ METER BOX & COVER EA 36.0

1210 ATTD WATER LINE BLOW OFF STATION EA 1.0

1220 ATTD4" AIR RELEASE VALVE AND ASSEMBLY - WATER EA 3.0

1230 ATTDIN-LINE FLUSHING CONNECTION - SEWER EA 3.0

1240 701 INSTALL SIGN EA 41.0

1250 701 SIGN PANEL SF 575.0

1260 700 SIGN POST WOOD 4" X 4" LF 26.0

1270 700 SIGN POST WOOD 6" X 6" LF 130.0

1280 700 SIGN POST STP-1, 2" LF 455.0

1290 700 SIGN POST STP-1, 2 3/16" LF 42.0

1300 700 SIGN POST STP-1, 2 1/2" LF 182.0


Line No.



1310 700CONCRETE FOUNDATION STP-1, Type A EA 69.0

1320 510REMOVE EXIST. POST SIGN STRUCTURE EA 27.0

1330 510RELOCATE EXIST. 1 POST GROUND MOUNTED SIGN PANEL EA 20.0

1340 ATTD

PORTABLE TRAFFIC CONTROL SIGNAL - FURNISH PORTABLE TRAFFIC SIGNAL EQUIPMENT PROJECT EA 2.0

1350 PLAN

NS TRAFFIC SIGNALIZATION - TEMP. TRAF. SIG. DESIGN AND EX. SIG. EQUIP. RELOC. LS 1.0

1360 703 REMOVE EXISTING SIGNAL POLE EA 3.0

1370 703 REMOVE EXISTING FOUNDATION EA 4.0

1380 703 REMOVE EXISTING SIGNAL HEAD EA 8.0

1390 703 REMOVE EXISTING CONTROLLER EA 1.0

1400 703REMOVE EXISTING MANHOLE/JUNCTION BOX EA 4.0

1410 704 PAVE. MRK TY. B, CL I - 4" WHITE LF 2,058.0

1420 704 PAVE. MRK TY. B, CL I - 4" YELLOW LF 8,767.0

1430 704 PAVE. MRK TY. B, CL I - 6" LF -

1440 704 PAVE. MRK TY. B, CL I - 8" LF 328.0



1470 704NS PAVEMENT MARKING PREFORMED THERMOPLASTIC YIELD BAR EA 51.0

1480 704PAVE. SYMB. MARKING (YIELD 2'X3') TYP. B. CL I EA 12.0

1490 704TYPE B, CLASS I, PAVEMENT MESSAGE MARKING "SCHOOL" EA 3.0


Line No.



1500 512 ERAD. OF EXIST.PAVE.MARKING LF 11,019.0

1510 704SNOW PLOWABLE RAISED PAVE. MARKER ASPH. CONC EA 80.0

1520 512CONSTR. PAVE. MRK TY. D, CL II - 4" WHITE LF 5,787.0

1530 512CONSTR. PAVE. MRK TY. D, CL II - 4" YELLOW LF 20,251.0

1540 512CONSTR. PAVE. MRK TY. D, CL II - 8" WHITE LF 1,800.0

1550 512CONSTR. PAVE. MRK TY. D, CL II - 24" WHITE LF 709.0

1560PLAN & MATRIX 8" CONDUIT - ELECTRIC LF 738.0

1570PLAN & MATRIX 6" CONDUIT - ELECTRIC LF 5,056.0

1580PLAN & MATRIX 4" CONDUIT - ELECTRIC LF 5,745.0

1590PLAN & MATRIX 18'x6'x8' MANHOLE - ELECTRIC EA 2.0

1600PLAN & MATRIX 12'x6'x7' MANHOLE - ELECTRIC EA 7.0

1610PLAN & MATRIX

MANHOLE FRAME & COVERS - ELECTRIC (PICKUP & INSTALL) EA 9.0

1620PLAN & MATRIX

MANHOLE RISERS - ELECTRIC (PICKUP & INSTALL) EA 9.0

1630PLAN & MATRIX

MANHOLE GROUND RODS - ELECTRIC (PICKUP & INSTALL) EA 9.0

1640PLAN & MATRIX

TRANSFORMER FOUNDATIONS AND BASE STONE - ELECTRIC EA 5.0

1650PLAN & MATRIX

PEDESTAL - ELECTRIC (PICKUP & INSTALL) EA 2.0

1660PLAN & MATRIX

SPLICE BOX - ELECTRIC (PICKUP & INSTALL) EA 5.0

1670PLAN & MATRIX UFER GROUNDING - ELECTRIC EA 9.0

1680PLAN & MATRIX 4" CONDUIT - TELEPHONE LF 11,548.0


Line No.



1690PLAN & MATRIX 2" CONDUIT - TELEPHONE LF 97.0

1700PLAN & MATRIX

1.5" CONDUIT - TELEPHONE (INSTALL ONLY) LF 4,916.0

1710PLAN & MATRIX

2'x3' VERIZON HANDHOLE - TELEPHONE (INSTALL ONLY) EA 11.0

1720PLAN & MATRIX

4" CONDUIT - TOWN COMMUNICATIONS LF 2,060.0

1730PLAN & MATRIX

1.25" CONDUIT - TOWN COMMUNICATIONS LF 7,430.0

1740PLAN & MATRIX

2'X3' HANDHOLE - TOWN COMMUNICATIONS EA 7.0

1750 700 6 CONDUCTOR CABLE - LIGHTING LF 17,910.0

1760 700 4" METAL CONDUIT - LIGHTING LF 14.0

1770 700 2" PVC CONDUIT - LIGHTING LF 4,683.0

1780 PLANDVP DECORATIVE ROUND TAPERED FLUTED COMPOSITE POLE - 12 FEET EA 40.0

1790 PLAN DVP DECORATIVE POLE FOUNDATION EA 40.0

1800 ATTDCONTROL CENTER CCW-1 TYPE C AND FOUNDATION EA 2.0

1810 700 ELECTRICAL SERVICE SE-6 - LIGHTING EA 2.0

1820 700 JUNCTION BOX JB-S1 - LIGHTING EA 44.0

1830 700 JUNCTION BOX JB-S3 - LIGHTING EA 2.0

1840 ATTDNS LIGHTING - PROVIDENCE LED LUMINAIRE PROV-T2-32LED-3K-450 EA 21.0



1870 ATTD PLANTING BED SOIL CY 1,368.0


Line No.



1880 504GEOTEXTILE MEMBRANE FOR PARKING AREA SY 615.0

1890 PLAN BENCH EA 4.0

1900 PLAN TRASH RECEPTACLE EA 2.0

1910 PLAN LARGE TREE EA 70.0

1920 PLAN SMALL TREE EA 126.0

1930 PLAN MULCH FOR PLANTINGS (3" LAYER) SF 7,335.0

1940 PLAN SHRUB EA 128.0

1950 PLAN PERENNIALS EA 361.0

1960 PLAN ORNAMENTAL GRASSES EA 492.0

1970 ATTD STEEL RAILING FOR WALL LF 276.0

1980 ATTD STEEL RAILING FOR STEPS LF 100.0

1990 ATTD STEEL RAILING FOR SPRING HOUSE LF 35.0

2000 ATTD STEEL RAILING FOR SIDEWALK LF 58.0

2010 ATTD STONE MASONRY CLASS C CY 125.1

2020 ATTD CONCRETE CAPSTONE LF 310.0

2030 ATTD STONE MASONRY CAPSTONE LF 610.0

2040 ATTDRUBBLE WALL RW-1A WALL WITH FOUNDATION CY 71.0

2050 PLANMASONRY CONCRETE UNIT BLOCK WALL CY 7.0

2060 ATTD WELCOME TO HILLSBORO LETTERING EA 18.0


Line No.



2070 ATTD HILLSBORO SIGN (TOWN SYMBOL) EA 1.0

2080 ATTD STONE BOLLARD EA 23.0

2090 ATTD INSTALL SALVAGED BRICK CY 4.0

2100 ATTDINSTALL SALVAGED STONE AS BOULDER CY 13.0

2110 ATTD INSTALL SALVAGED STONE AS SLAB CY 20.0

2120 ATTD PREMANUFACTURED SHELTER EA 1.0

2130 ATTDMAILBOX STRUCTURE (WALL MOUNTED) EA 1.0

2140 PLANTABLE AND CHAIRS (CHAIRS CONNECTED TO TABLE) EA 1.0

2150 PLAN SNAKE RAIL FENCE - SHELTER LF 340.0

2160 PLANTEMPORARY CHAIN LINK FENCE TREE PROTECTION LF 250.0

2170 ATTDCONCRETE PAVER BANDING ON PCC BASE - SHELTER SY 22.0

2180 ATTDSPECIAL CURBING FOR SPRING HOUSE AT BACK OF SIDEWALK LS 1.0

2190 ATTD VIBRATION MONITORING LS 1.0

2200 PLANSTREAM DIVERSION - INSTALLATION AND REMOVAL LS 1.0

2210 529 FLOWABLE BACKFILL CY 6.0

2220 700CONCRETE FOUNDATION STP-1, TYPE B EA 4.0

2230 510 NS REMOVE EXIST PIPE EA 4.0

2240 510 NS REMOVE EXIST ENDWALL EA 2.0

2250 305GEOTEXTILE SUBGRADE STABILIZATION SY 19,147.0

TOTAL BID PRICE


REVISED: DECEMBER 4, 2017

Instruction

The purpose of this memorandum is to present guidelines for lane closure hours for construction, maintenance, permits, and special events in Northern Virginia.

The first version of the lane closure guidelines was issued in April 2012. In the past four years, there have been completed and on-going roadway construction projects in the NoVA District, such as I-495 and I-95 express lanes and the I-66 spot improvements. As these guidelines are applied and implemented, modifications and updates to these guidelines have become necessary. Same as the previous version, the modifications were made based on traffic volume; roadway characteristics; comments from staff; and considering the public tolerance for the lane closure during certain time periods of the day.

It should be noted that these guidelines must be used as a starting point for discussion at the project level. On large scale projects with robust community outreach and a Traffic Management Plan, these hours could be extended. If project staff would like to modify these hours for interstate or major arterials, they must work with NRO Traffic Operations staff for recommendations and obtain final approval from their functional Assistant District Administrator (ADA).

Please review the existing contracts and discuss the deviations from these hours with your functional ADA.

Restriction of Operations:

In addition to the allowable lane closure hours specified in the tables, the restrictions listed below shall be followed.

1. Peak Hours Lane ClosuresAny lane reductions (temporary or permanent) during the peak periods (Monday toFriday, 6:00AM to 9:00AM and 3:30PM to 6:30PM) on roads with an AADT above orequal to 10,000 vehicles requires consultation with the Regional Operations Director(ROD) and Public Affairs Manager.

2. Complete Roadway Closures

If there are complete road closures on any road for construction or maintenance work,the ROD and Public Affairs Manager must be consulted.

Complete Roadway Closures shall be limited to 20 to 30 minutes intermittent stoppagefor some specific work activities.

If the closure duration is above 30 minutes, it shall be approved separately with fullMaintenance of Traffic and Traffic Management Plans.

3. Construction in Residential Subdivisions

Road work within residential subdivisions and/or cul-de-sac streets should be conductedduring daytime hours to avoid night time noise issues.


4. Express Lanes (I-95 & I-495)

All I-95 and I-495 Express Lane closures shall be coordinated with the Express LanesOperations Center at least 5 business days in advance using their Authorization to Workform (available from the Express Lanes Operations Center at (571) 419-6046. Completeroad closures on the I-95 Express Lanes and I-495 Express Lanes will be limited to 30minutes or less

5. Holiday

In addition to the Sunday or Holiday work limitations, mobile, short duration, short-termstationary or intermediate-term stationary temporary traffic control zone lane closures onmainline lanes, shoulders or ramps shall not be performed during the following Holidaytime periods without the written permission of the Engineer. Additionally, long-termstationary temporary traffic control zones shall not be initially put in place, adjusted, orremoved during the following Holiday time periods without the written permission of theEngineer (VDOT 2016 Standard Specifications, updated 7/2016):

• January 1: From Noon on the preceding day until Noon on the following day, except asindicated below.

• Martin Luther King, Jr. Day and Lee Jackson Day*: From Noon on the precedingThursday to Noon on the following Tuesday.

• Presidents Day*: As indicated below.• Easter*: As indicated below.• Memorial Day: As indicated below.• July 4: From Noon on the preceding day until Noon on the following day, except as

indicated below.• Labor Day: As indicated below.• Columbus Day*: As indicated below.• Veterans Day*: From Noon on the preceding day until Noon on the following day,

except as indicated below.• Thanksgiving Day: From Noon on the Wednesday proceeding Thanksgiving Day until

Noon on the Monday following Thanksgiving Day.• Christmas Day: From Noon on the preceding day until Noon on the following day,

except as indicated below.

If the Holiday occurs on a Friday or Saturday: From Noon on the preceding Thursday to Noon on the following Monday. If the Holiday occurs on a Sunday or Monday: From Noon on the preceding Friday to Noon on the following Tuesday.

*Note:

For low volume roadways (minor arterial), lane closures will not be allowed during the holidays; however, there will be no restriction to the preceding day and the following day.


INT

ER

ST

AT

E 3

95 &

INT

ER

ST

AT

E 9

5

WE

EK

DA

Y

No

rth

bo

un

d

Sin

gle

-Lan

e C

losu

res

or

Sh

ou

lder

T

wo

-Lan

e C

losu

res

Mu

ltip

le-L

ane

Clo

sure

s C

om

ple

te R

oad

Clo

sure

Seg

men

t 1

14th

St.

Bri

dge

to

Spri

ngfi

eld

Inte

rcha

nge

10:0

0AM

to 3

:00P

M

10:0

0PM

to 5

:00A

M

11:0

0PM

to 5

:00A

M

12:0

0AM

to 4

:00A

M

9:00

PM

to 5

:00A

M

Seg

men

t 2

Spri

ngfi

eld

Inte

rcha

nge

to

Rt.

123

9:30

AM

to 3

:30P

M

10:0

0PM

to 5

:00A

M

11:0

0PM

to 5

:00A

M

12:0

0AM

to 4

:00A

M

9:00

PM

to 5

:00A

M

Seg

men

t 3

Rt.

123

to P

rinc

e W

illia

m /

Staf

ford

Cou

nty

line

9:30

AM

to 3

:30P

M

10:0

0PM

to 4

:30A

M

11:0

0PM

to 4

:00A

M

12:0

0AM

to 4

:00A

M

9:00

PM

to 5

:00A

M

Seg

men

t 4

Pri

nce

Will

iam

/ St

affo

rd C

ount

y lin

e to

R

t.3

Exi

t 13

0

9:30

AM

to 3

:30P

M

10:0

0PM

to 4

:30A

M

n/a

12:0

0AM

to 4

:00A

M

9:00

PM

to 4

:30A

M

Seg

men

t 5

Rt.

3 E

xit

130

to

Car

olin

e / H

anov

er

Cou

nty

line

9:00

AM

to 3

:30P

M

10:0

0PM

to 4

:30A

M

n/a

12:0

0AM

to 4

:00A

M

9:00

PM

to 5

:30A

M

All

lan

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pen

at

12:0

0 n

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n F

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ay

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uth

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10:0

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10:0

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to 5

:00A

M

11:0

0PM

to 5

:00A

M

12:0

0AM

to 4

:00A

M

9:30

PM

to 5

:00A

M

Seg

men

t 2

Spri

ngfi

eld

Inte

rcha

nge

to

Rt.

123

9:00

AM

to 2

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M

10:0

0PM

to 5

:00A

M

11:0

0PM

to 5

:00A

M

12:0

0AM

to 4

:00A

M

9:30

PM

to 5

:00A

M

Seg

men

t 3

Rt.

123

to P

rinc

e W

illia

m /

Staf

ford

Cou

nty

line

9:00

AM

to 2

:00P

M

10:0

0PM

to 5

:00A

M

11:0

0PM

to 5

:00A

M

12:0

0AM

to 4

:00A

M

9:30

PM

to 6

:00A

M

Seg

men

t 4

Pri

nce

Will

iam

/ St

affo

rd C

ount

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R

t.3

Exi

t 13

0

9:00

AM

to 2

:00P

M

10:0

0PM

to 5

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M

n/a

12:0

0AM

to 4

:00A

M

9:30

PM

to 6

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Seg

men

t 5

Rt.

3 E

xit

130

to

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anov

er

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nty

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9:00

AM

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M

10:0

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to 5

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M

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12:0

0AM

to 4

:00A

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9:30

PM

to 6

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All

lan

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pen

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11:0

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on

Fri

day


INT

ER

ST

AT

E 3

95 &

INT

ER

ST

AT

E 9

5

WE

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EN

D

No

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to 7

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to 6

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to 5

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urda

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Sun

day

10:0

0PM

to 7

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M

11:0

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to 6

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12:0

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to 5

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11

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men

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10:0

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to 5

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to 5

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M

12:0

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10

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men

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10:0

0AM

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10:0

0PM

to 5

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M

11:0

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to 5

:00A

M

12:0

0AM

to 5

:00A

M

9:30

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to 5

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12:0

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day

10:0

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to 8

:00A

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11:0

0PM

to 7

:00A

M

12:0

0AM

to 5

:00A

M

Sat

urda

y to

Sun

day

10:0

0PM

to 9

:00A

M

11:0

0PM

to 8

:00A

M

12:0

0AM

to 5

:00A

M

Sun

day

to M

onda

y 9:

30P

M to

5:0

0AM

11

:00P

M to

5:0

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12

:00A

M to

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PR

ES

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te R

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sure

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WE

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9:30

PM

(S

unda

y to

Thu

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y to

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11:0

0PM

to 4

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D

11:0

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atur

day)

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day)

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d C

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n E

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men

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Pri

nce

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iam

Cou

nty

line

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10

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9:

00P

M to

5:0

0AM

10

:00P

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0AM

12

:00A

M to

4:0

0AM

8:

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M to

5:0

0AM

Seg

men

t 2

Rou

te 2

86 t

o B

eltw

ay

11:0

0AM

to 3

:30P

M

10:0

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to 5

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11

:00P

M to

5:0

0AM

**

12:0

0AM

to 4

:00A

M

9:00

PM

to 5

:00A

M

Seg

men

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Bel

tway

to

TR

Bri

dge

(Ins

ide

Bel

tway

) 9:

30P

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n/

a n/

a 12

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lan

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pen

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n F

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12

:00A

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0AM

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Seg

men

t 2

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te 2

86 t

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9:00

AM

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:00A

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11

:00P

M to

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**

12:0

0AM

to 4

:00A

M

9:30

PM

to 5

:00A

M

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men

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tway

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TR

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dge

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ide

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) 9:

30A

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n/a

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to 4

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nly

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Sat

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Sun

day

9:00

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:00A

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10:0

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to 6

:00A

M

12:0

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to 5

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M

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day

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onda

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00P

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00P

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de

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le-L

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ple

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sure

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ay

to S

atur

day

10:0

0PM

to 6

:00A

M

n/a

12:0

0AM

to 5

:00A

M

Sat

urda

y to

Sun

day

10:0

0PM

to 6

:00A

M

n/a

12:0

0AM

to 5

:00A

M

Sun

day

to M

onda

y 9:

30P

M to

5:0

0AM

n/

a 12

:00A

M to

4:0

0AM


RO

UT

E 2

67 C

ON

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