DTFH71-17-R-00014_-_Amendment_0003.pdf

(x)

DTFH7117R00014

x x

8 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 ACKNOWLEDGEMENT 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.

x

Sterling VA 20166-6511

EFLHD-CO

21400 Ridgetop Circle Construction Office Eastern Federal Lands Highway Div.

Federal Highway Administration

Sterling VA 20166-6511

EFLHD-AC

21400 Ridgetop Circle Acquisitions Office Eastern Federal Lands Highway Div.

Federal Highway Administration

VI DPC 34(1)07/28/20170003

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS. IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

12. ACCOUNTING AND APPROPRIATION DATA (If required) is not extended.is extended, Items 8 and 15, and returning

Offers 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

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

FACILITY CODE CODE

10B. DATED (SEE ITEM 13)

10A. MODIFICATION OF CONTRACT/ORDER NO.

9B. DATED (SEE ITEM 11)

9A. AMENDMENT OF SOLICITATION NO.

CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code)

7. ADMINISTERED BY (If other than Item 6)CODE 6. ISSUED BY

PAGE OF PAGES

4. REQUISITION/PURCHASE REQ. NO.3. EFFECTIVE DATE2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO. (If applicable)

1. CONTRACT ID CODE

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

06/20/2017

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

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority) appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

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

ORDER NO. IN ITEM 10A.

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

Project: VI DPC 34(1), Veterans Drive (Route 30)

See attached.

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)15A. NAME AND TITLE OF SIGNER (Type or print)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 15B. CONTRACTOR/OFFEROR 16C. DATE SIGNED

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

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

NSN 7540-01-152-8070

Previous edition unusable

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

Amendment No. 0003

Info Page 1 of 1

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

Amendment No. 0003 Project VI DPC 34(1)

Veterans Drive (Route 30) Solicitation: DTFH71-17-R-00014

The purpose of this Amendment is to:

2) Revise the Solicitation Bid Schedule (B Pages) to correct a pay item description and quantity.

3) Revise the Plans to update pay items, utility plan, and temporary traffic control plan.

4) Include updated Building, CZM, and USACE Permits.

1) Provide a summary of responses to questions/clarifications submitted by potential bidders.

The RFP Proposal Package (both Technical and Price proposals) due date of August 4, 2017, at 2:00 p.m. will remain the same.

Questions/Clarifications

Bidders can send written questions or inquiries for clarification to: eflhd.contracts@dot.gov.

Questions can be submitted at any time, but questions submitted within 7 days of the bid opening may not be answered in time for the bidder to properly incorporate the responses into their bids.

The following questions and issues were submitted via email. The Government response or clarification is provided. Due to the repetitive nature of several questions and issues, the wording of the questions may have been revised and some questions have not been included.

The Government’s direct response to the sender may also have been updated below for better clarity.

1. Special Contract Requirement Subsection 204.10(e)(3)(c)(2) anticipates a settlement monitoring period of 60 days from completion of the surcharge and preload fill placement. If the settlement criteria is not achieved in the anticipated 60 day time period, will the Contractor be eligible for a compensable time extension per FP-03 Subsection 108.03?

Response: The period of 60 days is an approximate and is provided for guidance. If this period takes longer than anticipated, it would not be considered as a compensable time extension.

2. Will the existing riprap need to be processed into a smaller size before it can be used in front of the block wall? What size riprap will be required for use in front of the block wall?

Response: We do not expect that the existing riprap will have to be processed to be placed in front of the wall.

3. Demolition plans direct the Contractor to remove portions of the stone masonry wall.

Demolition Note 13 on Plan Sheet A-09 directs the Contractor to remove the wall in conflict with the road base. The measurement for this pay item by the square yard. Please provide details of the stone masonry wall and the limits of removal so that the Contractor can accurately quantify the volume and deflective cracking of the roadway is avoided.

Response: The stone masonry wall limits are shown on the Demolition Plan (plan sheets A- 24 to A-28). The structure is to be removed to a depth that eliminates conflicts with the placement and compaction of the roadway subbase as approved by the CO.

4. Refer to plan sheet A-09 Note 3. Where is the cost of removing the sanitary line to be paid?

Also, indicate where the sanitary line removal begins and ends.

Response: This work is included under pay item 20304-5000 Removal of Building (Existing Pump House). The limits will be as needed to properly build the proposed work. Please refer to Demolition Plan Sheet.

5. Where is the cost of removing the electrical service to the pump house is to the to be paid?

Also, indicate where the electrical utility removal begins and ends.

mailto:eflhd.contracts@dot.gov

Response: This work is included under pay item 20304-5000 Removal of Building (Existing Pump House). The limits will be as needed to properly build the proposed work. Please refer to Demolition Plan Sheet.

6. Hardscape Plan Sheet U-12 references civil drawings for the concrete bollard rebar design, bulkhead, substrate details. Please provide details for this work.

Response: Information about the reinforcement for these items can be found in Section W of the plans. Plan sheets W-01, W-14, W-15, and W-16 provide specific information about the bollards, coping, and steps.

7. Hardscape Plan Sheet U-10 calls out brick pavers to be placed on a concrete base. Plan Sheet B-02 shows the Sidewalk Brick Border Detail with the brick placed on 1.5-inch bedding sand on 4-inch compacted subgrade. Please confirm if the brick pavers are to be placed on a concrete base.

Response: Most brick pavers will be placed on a concrete base as shown in the “Eurocobble/Brick Pavers Installation Detail” on plan sheet B-02. The “Sidewalk Brick Boarder Detail” only applies to brick pavers used as a border between sidewalk panels (refer to plan section U, Hardscape Plans).

8. Is the concrete slab under the Eurocobbles and Brick Pavers incidental to those pay items?

Response: No. The 10-inch concrete slab underneath the Eurocobbles within the roadway prism will be paid under pay item 50101-1500 Reinforced Rigid Pavement, 10-inch, Type C Smoothness/Roughness. The 4-inch concrete slab underneath the Eurocobbles and Brick Pavers will be paid under pay item 61501-0100 Sidewalk, Concrete 4-inch.

9. Plan Sheet M-05 calls out ‘Constr. Temp 15” Pipe’. How is this work paid?

Response: This is an error in the plans. There shouldn’t be a temporary 15-inch pipe at this location. This should be a permanent 18-inch pipe installation, which would be paid under pay item 60201-0600 18-inch Pipe Culvert (RCP). Also, see plan sheet E-05.

10. Drainage Plan Sheets direct the contractor to desilt existing storm pipe and structures. What are the limits of desilting and how is this work paid?

Response: The limits of this work is an “as needed” quantity to ensure proper drainage.

This work would be incidental to structures connecting to the existing structures to be desilted.

11. Utility Plan Sheet G-01 direct the Contractor to install 4 - 4-inch electrical conduits to supply Legislature. The limits of this work are beyond the roadway construction limits. Will these conduits be placed in a duct bank? How will this work be paid and what are the allowable installation methods at this intersection?

Response: This work will be paid under pay item 63610-2800 Conduit, 4-Inch, PVC, Schedule 40 in Duct Bank (Underground). An additional 180 feet will be added to cover this amount.

12. Utility Plan Sheet G-02 requires the removal of a 24-inch watermain. How will this work be paid and what are the limits of removal?

Response: This watermain is to be plugged with concrete at both ends and abandoned in place.

13. Some of this work will not be done for 3 to 4 years after the bid date, and without an escalation clause, are we to guess the unit rates of these items or can this project have some sort of escalation clause in it (eg. plantings, pavement markings, concrete…)?

Response: A escalation clause is not part of this contract.

14. It is anticipated that the existing subbase will not be suitable - if this is the case, will the excavation and removal from site be paid under "Roadway Excavation" or should it be included in the "Subbase Grading" unit price?

Response: If the existing subgrade is not suitable and needs to be subexcavated, the additional material excavated will be paid using pay item 20401-0000 Roadway Excavation in accordance with Subsection 204.16(a)(1)(c) of the FP-03. The material used to backfill these subexcavated areas will be paid using pay item 20420-0000 Embankment Construction, in accordance with Subsection 204.16(c)(1)(b).

15. The USVI Supplemental Specification for sod, Section 02934, Subsection 1.5(E)) states "Sod shall be delivered no more than 36 hours after harvesting. All sod delivered shall be installed within 18 hours of delivery to the job site. Any sod not installed within 18 hours shall be rejected." This would be impossible to get material here in this time constraint from Florida.

Puerto Rico growers could not meet other requirements listed on sod specifications such as 'Growers Certification', ASPA Grade...

Response: These specifications are correct.

16. The USVI Supplemental Specification for sod (Section 02934) are for that of a golf course.

This is extreme overkill for a project such as this and any Contractor is going to have a tough time adhering to these requirements as they are not realistic.

Response: These specifications are correct.

17. Refer to USVI Supplemental Specifications 02934 “Sodding” and Section 02950 “Trees, Shrubs, and Groundcovers”. Does sod maintenance and mowing end at: (a) the final project completion date (Subsection 3.4(C) of Section 02934), or, (b) on the date of substantial completion which is after a 60-day period of maintenance (Subsection 3.8(F) of Section 02950)?

Response: Sod maintenance and mowing will end at the later of these dates.

18. We cannot find section -2240 - Earthwork. What is the composition and depth of the subsoil for sodded areas? What depth is planting mix A installed for sod areas?

Response: For the sodded areas, clear and grade the existing subsurface. In addition, cultivate, disk, harrow, or otherwise loosen the grade to a depth of at least 4 inches.

Remove surface stones not passing 1-inch sieve, sticks, stumps, and other surface debris interferes with sod placement or subsequent growth.

The planting mix A should be placed to a depth of 6 inches.

19. The Coastal Engineering Report and Plan Set W outline the hydrostatic and dynamic wave forces that should be used in the design of the retaining wall. Within both documents, there are two dynamic conditions that appear in the tables: Wave Crest and Wave Trough. On Plan Set W, page W-2 Section 6, Note B states: “Assume the dynamic wave trough elevation and pressure shown above for the static pressure on the front side of wall. Assume the water level on the retained side of wall is equal to the wall height.”

(a) Is the elevation (negative value in table) that is given for the wave trough, measured below the MLLW?

Response: Yes.

(b) If we assume that the answer to Question (a) is yes and we include the requirements of Note B, this would result in approximately 10.7-feet of water pressure differential and a net hydraulic load acting on the back of the wall. The Coastal Engineering Report, on page 44, mentions this condition may occur during Wave Trough.

1. Is our interpretation of the potential differential water pressure at Wave Trough correct?

Response: This is probably for a specific location where the height differential between the coping (above MLLW) and the top of wave for trough condition (below the MLLW) is 10.7 ft.

2. In review of the Structural Design Final Calculations Report, it does not appear that the Wave Trough dynamic loading condition was included. Will you be issuing additional calculations showing the impact of this load and the effect on the overall block depths?

Response: No. The global stability of the wall was checked for a rapid draw down condition that would result in a net hydraulic load behind the wall (see the geotechnical report). The internal stability of the wall is the responsibility of the contractor. The wall should be designed to withstand lateral earth pressure, water pressures, including earth pressures induced from live, surcharge, seismic loads, as required by the provided contract documents. As indicated on page 7 of the Structural Design Final Calculations document, the block, height, width and depth will vary depending on the proprietary design.

20. Has the design for the coping been finalized as shown in the plans or is the coping design the responsibility of the wall designer?

Response: The design for the coping is finalized as shown in the plans. Adjustments may be needed depending on the geometry of the wall.

21. Assuming the Extreme Event of wave trough must be considered in the analysis of the retaining wall, is it acceptable to use the full dead load of the block above the trough elevation and the buoyant dead load of the block below the trough elevation?

Response: Yes.

22. Neither the “Structures Design Final Calculations” document or “Plans Section W” mention any type of uplift force being applied to the retaining wall as a result of wave action. Is it acceptable to assume that the 5-foot deep block, shown at the top of the wall in the cross sections found in Plan Section W, is sufficient to resist any uplift forces that may be applied?

Response: The uplift force due to wave action should be considered in the wall design.

B Pages/Plan Sheet Changes

Solicitation B Pages Changes

Delete the Solicitation B Pages Bid Schedule (pages B-1 through B-9) and Cost Proposal Summary (page B-10), and substitute the amended B Pages, pages B-1 through B-10.

1) Changed description for pay item 61904-0000 Bollard Post (Concrete Bollard 18-Inch X

18-Inch X 4-Feet H).

2) Changed quantity for pay item 63610-2800 Conduit, 4-Inch, PVC (Schedule 40) (In Duct

Bank) (Underground).

Plan Sheet Changes

Delete Plan Sheets C-02, C-03, C-12, G-02, and M-05, and substitute the amended Plan Sheets C-02, C-03, C-12, G-02, and M-05.

1) Sheet C-02 (Tabulation of Quantities) updated to revise pay item description to 61904- 0000 Bollard Post (Concrete Bollards 18-Inch X 18-Inch X 4-Feet H).

2) Sheet C-03 (Tabulation of Quantities) updated to revise the quantity for pay item 63610- 2800 Conduit, 4-Inch, PVC (Schedule 40) (In Duct Bank) (Underground) quantity to 500 feet.

3) Sheet C-12 (Summary of Quantities, Utilities) updated to revise the plan quantity for pay item 63610-2800 Conduit, 4-Inch, PVC (Schedule 40) (In Duct Bank) (Underground) to 500 feet.

4) Sheet G-02 (Utility Plan) updated to correct callout indicating to remove the 24-inch waterline to indicate that it is to be abandoned in place.

5) Sheet M-05 (Traffic Control Plan – Phase 1) updated to delete the callout for constructing a temporary 15-inch pipe at approximately Station 243+95 RT.

AMENDMENT 3 B I D S C H E D U L E

Schedule A

Project No: VI DPC 34(1)

Name: St. Thomas U.S.V.I. Improvements to Rte. 30 (Veterans Drive)

Item No. Quantity Unit Unit Price Amount

15101-0000

Line A0020 ALL LPSM $

15201-0000

Line A0040 ALL LPSM $

15401-0000

Line A0060 ALL LPSM $

15501-0000

Line A0080 ALL LPSM $

15705-0100

Line A0100 2,345 LNFT $ $

15705-2000

Line A0120 5,275 LNFT $ $

15706-1300

Line A0140 23 EACH $ $

15706-1500

Line A0160 38 EACH $ $

20103-0000

Line A0180 2,325 SQYD $ $

20220-1000

Line A0200 2 EACH $ $

20301-1000

Line A0220 7 EACH $ $

20301-1200

Line A0240 11 EACH $ $

20301-1400

Line A0260 21 EACH $ $

20301-1500

Line A0280 19 EACH $ $

20301-2800

Line A0300 ALL LPSM $

20301-3100

Line A0320 4 EACH $ $

20302-0100

Line A0340 7 LNFT $ $

REMOVAL OF UTILITY POLE (SIGNAL POLE)

REMOVAL OF BOX CULVERT

MOBILIZATION

CONSTRUCTION SURVEY AND STAKING

CONTRACTOR TESTING

CONSTRUCTION SCHEDULE

SOIL EROSION CONTROL, SILT FENCE

SOIL EROSION CONTROL, TURBIDITY BARRIER (FLOATING)

REMOVAL OF INLET

REMOVAL OF LIGHT POLE

REMOVAL OF STRUCTURES AND OBSTRUCTIONS (YATCH HAVEN GRANDE ENTRANCE)

SOIL EROSION CONTROL, INLET PROTECTION TYPE C

SOIL EROSION CONTROL, INLET PROTECTION TYPE E

CLEARING AND GRUBBING

REMOVAL, INDIVIDUAL TREE

REMOVAL OF FRAME AND GRATE (INLET TOP) (TEMPORARY)

REMOVAL OF HEADWALL

Project No: VI DPC 34(1)

Name: St. Thomas U.S.V.I. Improvements to Rte. 30 (Veterans Drive)

Item No. Quantity Unit Unit Price Amount

20302-0300

Line A0360 5,165 LNFT $ $

20302-2100

Line A0380 1,036 LNFT $ $

20303-1900

Line A0400 6,515 SQYD $ $

20303-2910

Line A0420 6,515 SQYD $ $

20303-3200

Line A0440 2,515 SQYD $ $

20303-3500

Line A0460 1,585 SQYD $ $

20304-5000

Line A0480 ALL LPSM $

20305-1000

Line A0500 3 CUYD $ $

20305-3000

Line A0520 1,235 CUYD $ $

20310-1000

Line A0540 10 EACH $ $

20315-0000

Line A0560 165 LNFT $ $

20401-0000

Line A0580 2,310 CUYD $ $

20410-0000

Line A0600 44,000 CUYD $ $

20420-0000

Line A0620 36,300 CUYD $ $

20420-1000

Line A0640 7,600 CUYD $ $

20701-0700

Line A0660 6,600 SQYD $ $

20801-0000

Line A0680 15,300 CUYD $ $

STRUCTURE EXCAVATION

SAWCUTTING PAVEMENT

ROADWAY EXCAVATION

SELECT BORROW

REMOVAL OF SIDEWALK, CONCRETE

REMOVAL OF STONE MASONRY (TOP OF CONCRETE RIPRAP)

REMOVAL OF BUILDING (EXIST. PUMP HOUSE)

REMOVAL OF CURB AND GUTTER, CONCRETE

EMBANKMENT CONSTRUCTION

EMBANKMENT CONSTRUCTION, SURCHARGE

EARTHWORK GEOTEXTILE, TYPE II-A (BETWEEN STONE BACKFILL AND EARTH)

REMOVAL OF PIPE CULVERT

REMOVAL OF PAVEMENT, ASPHALT, 3-INCH DEPTH

REMOVAL OF PAVEMENT, CONCRETE, 8-INCH DEPTH

REMOVAL OF CONCRETE (TRANSFORMER PEDESTAL)

REMOVAL OF BOULDER (RIPRAP)

PLUG, EXISTING PIPE

Project No: VI DPC 34(1)

Name: St. Thomas U.S.V.I. Improvements to Rte. 30 (Veterans Drive)

Item No. Quantity Unit Unit Price Amount

25101-0000

Line A0700 8 CUYD $ $

25703-1000

Line A0720 40,130 SQFT $ $

25710-2000

Line A0740 4,200 CUYD $ $

25710-3000

Line A0760 3,500 CUYD $ $

30102-2100

Line A0780 12,680 SQYD $ $

30106-0500

Line A0800 14,440 SQYD $ $

40201-0400

Line A0820 1,890 TON $ $

40201-1200

Line A0840 2,305 TON $ $

41102-0000

Line A0860 1,270 GAL $ $

41202-0000

Line A0880 825 GAL $ $

41301-0300

Line A0900 2,505 SQYD $ $

50101-0300

Line A0920 67 SQYD $ $

50101-1500

Line A0940 1,156 SQYD $ $

55201-0100

Line A0960 22 CUYD $ $

55201-0200

Line A0980 623 CUYD $ $

55201-0200

Line A1000 24 CUYD $ $

55401-1000

Line A1020 46,370 LB $ $

STRUCTURAL CONCRETE, CLASS A (AE) (COPING, BOLLARDS AND STEPS)

STRUCTURAL CONCRETE, CLASS A (AE) (SPECIAL HEADWALL)

REINFORCING STEEL (COPING, BOLLARDS AND STEPS)

PRIME COAT

TACK COAT

ASPHALT PAVEMENT MILLING, 1 1/4-INCH DEPTH

REINFORCED RIGID PAVEMENT, 6-INCH DEPTH, TYPE C SMOOTHNESS/ROUGHNESS

REINFORCED RIGID PAVEMENT, 10-INCH DEPTH, TYPE C SMOOTHNESS/ROUGHNESS

STRUCTURAL CONCRETE, CLASS A (CONC BOARDER)

GRANULAR BACKFILL (WALL DRAINAGE FILL)

GRANULAR BACKFILL (WALL LEVELING PAD)

AGGREGATE BASE GRADING C OR D, 8-INCH DEPTH

SUBBASE GRADING A, 12-INCH DEPTH

HOT ASPHALT CONCRETE PAVEMENT, MARSHALL TEST, CLASS A, GRADING B

HOT ASPHALT CONCRETE PAVEMENT, MARSHALL TEST, CLASS C, GRADING D

PLACED RIPRAP

RETAINING WALL, CONCRETE BLOCK (PRECAST MODULAR BLOCK SEAWALL)

Project No: VI DPC 34(1)

Name: St. Thomas U.S.V.I. Improvements to Rte. 30 (Veterans Drive)

Item No. Quantity Unit Unit Price Amount

55401-1000

Line A1040 2,345 LB $ $

55401-1000

Line A1060 2,685 LB $ $

60101-0000

Line A1080 69 CUYD $ $

60102-0000

Line A1100 2 SQYD $ $

60201-0600

Line A1120 2,760 LNFT $ $

60201-0600

Line A1140 645 LNFT $ $

60201-0800

Line A1160 595 LNFT $ $

60201-0900

Line A1180 255 LNFT $ $

60201-0900

Line A1200 215 LNFT $ $

60220-0000

Line A1220 61 LNFT $ $

60401-0000

Line A1240 10 EACH $ $

60401-0000

Line A1260 4 EACH $ $

60401-0000

Line A1280 1 EACH $ $

60403-0000

Line A1300 3 EACH $ $

60403-0000

Line A1320 2 EACH $ $

60403-0000

Line A1340 3 EACH $ $

60403-0000

Line A1360 21 EACH $ $

INLET (CURB INLET) (P1) (<10-FOOT) (DOT)

INLET (CURB INLET) (P5) (<10-FOOT) (DOT)

PRECAST REINFORCED CONCRETE BOX CULVERT (6-FOOT SPAN X 2.8-FOOT RISE) (DOT)

MANHOLE (TYPE 8) (< 10-FOOT) (DOT)

MANHOLE (OIL/SUSPENDED SOLIDS SEPARATOR)(DOT)

MANHOLE, MANHOLE TOP

INLET (GUTTER INLET) (V) (<10-FOOT) (DOT)

INLET (DITCH BOTTOM) (DOT)

CONCRETE, 6-INCH REINFORCED TRANSFORMER PAD

18-INCH PIPE CULVERT (RCP)

18-INCH PIPE CULVERT (TEMPORARY)

24-INCH PIPE CULVERT (RCP)

30-INCH PIPE CULVERT (RCP)

30-INCH PIPE CULVERT (TEMPORARY)

REINFORCING STEEL (SPECIAL HEADWALL)

REINFORCING STEEL (CONC BOARDER)

CONCRETE, DUCT BANK

Project No: VI DPC 34(1)

Name: St. Thomas U.S.V.I. Improvements to Rte. 30 (Veterans Drive)

Item No. Quantity Unit Unit Price Amount

60403-0000

Line A1380 6 EACH $ $

60403-0000

Line A1400 12 EACH $ $

60405-0000

Line A1420 4 EACH $ $

60406-0000

Line A1440 1 EACH $ $

60409-1000

Line A1460 7 EACH $ $

60801-0400

Line A1480 31 SQYD $ $

60901-1700

Line A1500 3,748 LNFT $ $

60902-0600

Line A1520 220 LNFT $ $

60902-1000

Line A1540 4,890 LNFT $ $

61102-1950

Line A1560 1,450 LNFT $ $

61102-4450

Line A1580 410 LNFT $ $

61104-0200

Line A1600 2 EACH $ $

61104-0300

Line A1620 3 EACH $ $

61104-0400

Line A1640 5 EACH $ $

61105-0000

Line A1660 9 EACH $ $

61108-1000

Line A1680 6 EACH $ $

61108-3000

Line A1700 2 EACH $ $

ADJUST WATER METER

20-INCH WATERLINE, POLYVINYL CHLORIDE (PVC)

VALVE, AIR RELEASE

VALVE, BLOW-OFF FLUSHING VALVE

VALVE, GATE 20-INCH

VALVE BOX

ADJUST WATER VALVE

INLET TOP, CONCRETE (W/FRAME & GRATE) (TEMPORARY)

PAVED WATERWAY, TYPE 4 (CONCRETE DITCH)

CURB, CONCRETE, 18-INCH DEPTH (TYPE D)

CURB AND GUTTER, CONCRETE, 8-INCH DEPTH (VALLEY GUTTER)

CURB AND GUTTER, CONCRETE, 12-INCH DEPTH (TYPE F)

2 1/2-INCH WATERLINE, POLYVINYL CHLORIDE (PVC)

INLET (CURB INLET) (P6) (<10-FOOT) (DOT)

INLET (TYPE F) (DOT) (TEMPORARY)

MANHOLE ADJUSTMENT

INLET ADJUSTMENT

Project No: VI DPC 34(1)

Name: St. Thomas U.S.V.I. Improvements to Rte. 30 (Veterans Drive)

Item No. Quantity Unit Unit Price Amount

61110-1000

Line A1720 ALL LPSM $

61114-1500

Line A1740 2 EACH $ $

61114-5000

Line A1760 2 EACH $ $

61501-0100

Line A1780 7,040 SQYD $ $

61501-0100

Line A1800 45 SQYD $ $

61501-1100

Line A1820 855 SQYD $ $

61506-1000

Line A1840 1,885 SQYD $ $

61506-2000

Line A1860 1,685 SQYD $ $

61901-0000

Line A1880 31 LNFT $ $

61901-0000

Line A1900 2,305 LNFT $ $

61901-1300

Line A1920 15 LNFT $ $

61904-0000

Line A1940 198 EACH $ $

62632-0000

Line A1960 ALL LPSM $

62640-0000

Line A1980 2 EACH $ $

62701-0000

Line A2000 3,310 SQYD $ $

63304-0900

Line A2020 129 SQFT $ $

63401-1500

Line A2040 6,400 LNFT $ $

BOLLARD POST (CONCRETE BOLLARDS 18-INCH X 18-INCH X 4-FEET H)

PLANTINGS

TREE GRATE

SOD (DITCH)

SIGNS, ALUMINUM PANELS, TYPE 3 SHEETING

PAVEMENT MARKINGS, TYPE H, SOLID, 4-INCH (WHITE)

SIDEWALK, ASPHALT, TEMPORARY

PAVING, BRICK

PAVING, COBBLESTONE (EUROCOBBLE)

FENCE (ALUMINUM PICKET RAIL)

FENCE (BOLLARD CHAIN)

FENCE, CHAIN LINK, 18-INCH HEIGHT

IRRIGATION SYSTEM

WATER SYSTEM ACCESSORY, TIE-IN (2-INCH IRRIGATION SERVICE TAP)

WATER SYSTEM ACCESSORY, CURB STOP, 1-INCH (IRRIGATION SERVICE)

SIDEWALK, CONCRETE, 4-INCH DEPTH

SIDEWALK, CONCRETE, 6-INCH DEPTH

Project No: VI DPC 34(1)

Name: St. Thomas U.S.V.I. Improvements to Rte. 30 (Veterans Drive)

Item No. Quantity Unit Unit Price Amount

63401-1500

Line A2060 6,370 LNFT $ $

63401-1500

Line A2080 700 LNFT $ $

63401-1600

Line A2100 4,170 LNFT $ $

63401-1600

Line A2120 110 LNFT $ $

63405-0050

Line A2140 3 EACH $ $

63405-0050

Line A2160 1 EACH $ $

63405-2900

Line A2180 2 EACH $ $

63405-2900

Line A2200 1 EACH $ $

63405-2950

Line A2220 2 EACH $ $

63406-0000

Line A2240 80 EACH $ $

63406-0000

Line A2260 105 EACH $ $

63501-2000

Line A2280 ALL LPSM $

63502-0400

Line A2300 54 EACH $ $

63502-1700

Line A2320 201 EACH $ $

63502-1900

Line A2340 1 EACH $ $

63502-2000

Line A2360 2 EACH $ $

63502-2100

Line A2380 11 EACH $ $

TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 1

TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE C

TEMPORARY TRAFFIC CONTROL, SHADOW VEHICLE

TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

TEMPORARY TRAFFIC CONTROL, CRASH CUSHION

PAVEMENT MARKINGS, TYPE H, TURN ARROW (RIGHT)

PAVEMENT MARKINGS, TYPE H, TURN ARROW (LEFT)

PAVEMENT MARKINGS, TYPE H, STRAIGHT ARROW (LANE MERGE)

RAISED PAVEMENT MARKER (Y/Y)

RAISED PAVEMENT MARKER (W/R)

TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM

PAVEMENT MARKINGS, TYPE H, SOLID, 4-INCH (YELLOW)

PAVEMENT MARKINGS, TYPE H, SOLID, 24-INCH (WHITE)

PAVEMENT MARKINGS, TYPE H, BROKEN, 10/30 SKIP 4-INCH (WHITE)

PAVEMENT MARKINGS, TYPE H, BROKEN, 2/4 SKIP 4-INCH (WHITE)

PAVEMENT MARKINGS, SYMBOLS, "BUS" AND "MERGE" WORD MESSAGE

PAVEMENT MARKINGS, SYMBOLS, "ONLY" WORD MESSAGE

Project No: VI DPC 34(1)

Name: St. Thomas U.S.V.I. Improvements to Rte. 30 (Veterans Drive)

Item No. Quantity Unit Unit Price Amount

63502-2900

Line A2400 9 EACH $ $

63502-3000

Line A2420 335 EACH $ $

63503-0400

Line A2440 5,050 LNFT $ $

63503-0500

Line A2460 5,195 LNFT $ $

63503-0700

Line A2480 13,730 LNFT $ $

63503-0700

Line A2500 16,050 LNFT $ $

63503-0700

Line A2520 585 LNFT $ $

63504-1000

Line A2540 151 SQFT $ $

63507-0400

Line A2560 100 HOUR $ $

63507-0500

Line A2580 200 HOUR $ $

63507-0600

Line A2600 48 HOUR $ $

63602-1000

Line A2620 ALL LPSM $

63602-2000

Line A2640 ALL LPSM $

63610-1600

Line A2660 90 LNFT $ $

63610-1900

Line A2680 535 LNFT $ $

63610-2800

Line A2700 500 LNFT $ $

63610-2900

Line A2720 40 LNFT $ $

CONDUIT, 2-INCH, PVC (SCHEDULE 80) (IRRIGATION SLEEVE)

CONDUIT, 2 1/2-INCH, PVC (SCHEDULE 80) (IRRIGATION SLEEVE)

CONDUIT, 4-INCH, PVC (SCHEDULE 40) (IN DUCT BANK) (UNDERGROUND)

CONDUIT, 4-INCH, RIGID GALVANIZED STEEL, POLE RISERS

TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

TEMPORARY TRAFFIC CONTROL, POLICE OFFICER

TEMPORARY TRAFFIC CONTROL, FLAGGER

TEMPORARY TRAFFIC CONTROL, PILOT CAR

SYSTEM INSTALLATION, TRAFFIC SIGNAL

SYSTEM INSTALLATION, LIGHTING

TEMPORARY TRAFFIC CONTROL, RAISED PAVEMENT MARKER

TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER

TEMPORARY TRAFFIC CONTROL, MOVING CONCRETE BARRIER

TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS, WHITE, SOLID, 4-INCH

TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS, YELLOW SOLID, 4-INCH

TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS, WHITE, SOLID, 24-INCH

TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS, SYMBOLS, AND LETTERS

75.00 7,500.00

14.90 2,980.00

Project No: VI DPC 34(1)

Name: St. Thomas U.S.V.I. Improvements to Rte. 30 (Veterans Drive)

Item No. Quantity Unit Unit Price Amount

63610-3200

Line A2740 2,985 LNFT $ $

63621-1000

Line A2760 1 EACH $ $

63621-2000

Line A2780 1 EACH $ $

63622-0000

Line A2800 616 LNFT $ $

63623-1000

Line A2820 3 EACH $ $

63623-2000

Line A2840 1 EACH $ $

63701-0000

Line A2860 1 EACH $ $

64501-0000

Line A2880 ALL LPSM $

64603-0100

Line A2900 5 EACH $ $

64603-0300

Line A2920 36 EACH $ $

64603-0800

Line A2940 3 EACH $ $

FIXTURE, TRASH RECEPTACLE (BIG BELLY SOLAR, INCLUDING BASE SLAB)

FIXTURE, BENCH (72-INCH, SERIES 145-60 BY DUMOR, WITH CONCRETE BASE)

FIXTURE, KIOSK (PLAQUE STONE MASONRY BASE)

UTILITY BOX, TELEPHONE PULLBOX

UTILITY TRENCH, DUCT BANK

MANHOLE, ELECTRICAL

MANHOLE, TELEPHONE

FIELD OFFICE

LOCATE UTILITIES

CONDUIT, 6-INCH, PVC (SCHEDULE 40) (IN DUCT BANK) (UNDERGROUND)

UTILITY BOX, PULLBOX (ELECTRICAL)

B - 10

COST PROPOSAL SUMMARY

Project VI DPC 34(1)

(1) Schedule A Bid Total (from Page B-9) = (1) $____________________

Contract Administrative Cost for Total Calendar Days Bid

Schedule A Contract Administrative Cost Input the number of calendar days necessary to complete all Schedule A work from Notice to Proceed (or date specified in the Notice to Proceed) to the completion of Schedule A.

The total calendar days bid to complete all contract work must be greater than or equal to ( > ) 675 and less than or equal to ( < ) 1,200.

(2) calendar days x $3,300 per calendar day = (2) $____________________

Total Price of Project (for evaluation purposes only)

EVALUATION TOTAL PRICE OF PROJECT = (1) + (2) $____________________

DO NOT INCLUDE ANY CONTRACT ADMINISTRATION COSTS IN BLOCK 17 OF THE SF-1442

Does the Bidder claim the Price Evaluation Preference for HUBZone Small Business Concerns as defined in FAR Clause 52.219-4?

Yes No

AMENDMENT 3

Miami, FL 33126 Ph. (305) 514-3100

7650 Corporate Center Dr., Suite 300

Marie-Elsie Dowell, P.E., No. 1235E

ENGINEER OF RECORD

Quantity Tabulation Sheet

BRINCKERHOFF

PARSONS

DESIGNED

O. MIGUEL

M. PAREDES

MODEL NAME =

DRAWN

CHECKED

MAY, 2017

DATE

PEN TABLE =

$PENTBLL$

DESCRIPTION

R E V I S I O N S

BYDATE

$PLTDRVL$PLOT DRIVER =

FP ID NO.

DEPARTMENT OF PUBLIC WORKS

DPC-34(1)

2:52:13 PM

ST THOMAS

COUNTY

6/5/2017

ROAD NO.

RTE 30

Javier

U.S.V.I.

T:\Projects\173908_VeteransDr\roadway\phase_1\Quantities\Quantity.dgn

TABULATION OF QUANTITIES

VETERANS DRIVE

C-02

Reference

Sheet

Sheet:

FEET H)

AMENDMENT NO. 3

Victor.Carreras Line

Victor.Carreras Rectangle

TABULATION OF QUANTITIES

C-03 FP ID NO.

ST THOMAS

COUNTYROAD NO.

RTE 30

DRAWN

CHECKED

DATE

R E V I S I O N S

DESCRIPTIONBYDATE

Reference

Sheet

VETERANS DRIVE

U.S.V.I.

DEPARTMENT OF PUBLIC WORKSBRINCKERHOFF

Marie-Elsie Dowell, P.E., No. 1235E

ENGINEER OF RECORD

M. PAREDES

DPC-34(1)

MODEL NAME = Quantity Tabulation Sheet

PEN TABLE =

$PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/17/2017 8:18:39 AM T:\Projects\173908_VeteransDr\roadway\phase_1\Quantities\Quantity051517.dgnMiguel

MAY, 2017

AMENDMENT NO. 3

Victor.Carreras Line

Victor.Carreras Text Box

DESCRIPTION UNIT

SHEET NUMBERS

PLAN FINAL FINALPLAN FINALPLAN FINALPLAN FINALPLAN FINALPLAN PLAN FINAL

TOTAL

LF

LF

EA

G-03 G-04 G-05 G-06 G-07 G-08

FINALPLAN FINALPLAN

ITEM NO.

63622-0000

63610-2800

63621-1000

LF

EA

EA63623-1000

63623-2000

63621-2000 EA

63610-2900 LF

CY

61104-0200 EA

EA61104-0300

EA

EA61105-0000

61104-0400

61108-1000

61108-3000

EA

EA

298 318

1141 1841

2 1

60405-0000 EA

LF

61114-1500 EA 2 2

SY

UTILITIES

VALVE, AIR RELEASE

VALVE, GATE 20-INCH

WATER SYSTEM ACCESORIES TIE IN (24"X20" TAPPING SLEEVE ASSEMBLY)

VALVE, BOX

ADJUST WATER VALVE

ADJUST WATER METER

CONCRETE, DUCTBANK

CONCRETE, 6" REINFORCED TRANSFORMENT SLAB

MANHOLE ADJUSTMENT

UTILITY TRENCH, DUCTBANK

CONDUIT, 4 INCH, PVC, SCHEDULE 40 IN DUCTBANK (UNDERGROUND)

CONDUIT, 6 INCH, PVC, SCHEDULE 40 IN DUCTBANK (UNDERGROUND)

CONDUIT, 4-INCH, RIGID GALVANIZED STEEL, POLE RISERS

MANHOLE ELECTRICAL

MANHOLE TELEPHONE

SUMMARY OF QUANTITIES

UTILITY BOX, PULLBOX (ELECTRICAL)

UTILITY BOX, TELEPHONE PULLBOX

29.1 39.5

61102-4450 410LF20-INCH WATERLINE, POLYVINYL CHLORIDE (PVC)

61114-1500 EA 1 21

61114-5000 EA 1 1WATER SYSTEM ACCESORIES, CURB STOP (IRRIGATION SERVICE)

WATER SYSTEM ACCESORIES TIE IN (2" IRRIGATION SERVICE TAP)

LF 226 535CONDUIT, 2 1/2-INCH, PVC, SCHEDULE 80 (IRRIGATION SLEEVE)

74 495 514 363

63610-1600 LF 90CONDUIT, 2 INCH, PVC, SCHEDULE 80 (IRRIGATION SLEEVE)

225 53

2 1/2-INCH WATERLINE, POLYVINYL CHLORIDE (PVC) (IRRIGATION SERVICE)

1.2

C-12

G-02G-01

60102-0000

60101-0000

61102-1950

63610-1900

63610-3200

VALVE, BLOW-OFF FLUSHING VALVE

FP ID NO.

ST THOMAS

COUNTYROAD NO.

RTE 30

DRAWN

CHECKED

DATE

R E V I S I O N S

Reference

Sheet

ENGINEER OF RECORD

M. PAREDES

DPC-34(1)

MODEL NAME = US_Int2D

PEN TABLE =

$PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/12/2017 8:17:10 AM T:\Projects\173908_VeteransDr\roadway\phase_1\QUANRD12_UTILITIES.dgnMiguel

MAY, 2017

AMENDMENT NO. 3

Victor.Carreras Line

Victor.Carreras Text Box

Victor.Carreras Rectangle

Victor.Carreras Line

Victor.Carreras Text Box

FP ID NO.

DPC-34(1)ST THOMAS

COUNTYROAD NO.

RTE 30

O. MIGUEL

DRAWN

CHECKED

DATE

R E V I S I O N S

DESCRIPTIONBYDATE

MODEL NAME =DefaultPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:20:46 PM T:\Projects\173908_VeteransDr\utils\phase_1\UTADUW02.DGNMiguel

Reference

Sheet

DEPARTMENT OF PUBLIC WORKS

BRINCKERHOFF

PARSONSM. PAREDES

Marie-Elsie Dowell, P.E., No. 1235E

ENGINEER OF RECORD

MAY, 2017

JUSTICE

CENTER

VETERANS DRIVE

S

SIGN

FP

FP

FP

FP

FP

MH PAVED OVER

SC

SC

ST MH

CB

CB

CB

CB

STORM PIPE

CB

CB

CB

CB

STORM PIPE

CB

CB

TCB

TLSP

PEDESTRIAN SIGNAL

TLSP

TLSP

4.46

4.24

4.62

4.50

4.99

4.27

3.14

4.22

4.19

3.85

4.23

3.08

4.48

4.77

4.08

4.35

3.69

3.84

3.77

3.76

3.67

4.82

3.19

4.41

4.24

2.94

2.95

3.74

4.22

3.33

5.07

3.18

3.37

2.83

4.30

4.39

3.89

4.25

4.55

4.81

3.85

3.77

2.73

3.48

4.04

4.52

4.62

4.87

5.24

3.00

4.27

3.81

4.39

4.16

4.71

5.07

2.74

4.08

4.83

4.46

4.27

4.67

4.09

3.11

4.83

5.21

4.53

4.54

4.80

2.88

4.32

4.93

5.48

2.84

4.50

3.88

3.85

5.54

3.30

4.80

4.28

5.21

4.59

4.63

5.59

5.12

5.48

2.98

4.82

2.84

2.96

5.33

4.62

5.55

4.27

4.99

4.37

5.47

4.21

3.39

4.89

5.04

4.82

5.22

5.34

4.81

5.16

5.11

5.27

4.13

5.17

4.89

4.60

5.08

4.21

4.74

4.44

3.11

4.23

4.05

3.78

3.81

3.27

3.84

3.74

3.93

3.51

3.83

3.29

3.57

4.23

3.60

3.71

4.56

4.50

3.76

4.40

2.98

4.66

6.05

3.33

6.81

3.54

5.15

3.07

7.16

7.14

3.96

4.38

6.63

7.10

6.82

3.39

2.89

3.08

7.05

7.08

7.13

6.93

3.98

7.17

(2) O.H. E lec. Lines

24"

WM

10" WM

4" WM

24" WM

R

C P

R C P

R

C P

R

C P

R

C P

R

C P

R

C P

4" R

CP

R

C P

R

C P

V

V

240 241

ELEC

W

W

10 40

Feet

G-02

C01

C02

C03

C04

HARBOR

ST. THOMAS

WMA-VI. (WASTE MANAGEMENT AUTHORITY)

WAPA-VI. (WATER & POWER AUTHORITY)

A B

C

D

E F

B1

B2

VALVES. WAPA FORCES WILL PERFORM TAPPING .

CONTRACTOR TO INSTALL TAPPING SLEEVE AND TAPPING 1.

NOTES:

LEGEND

COMMUNICATION MANHOLE

ELECTRICAL MANHOLE

ELECTRICAL PULLBOX

COMMUNICATION PULLBOX

COMM

ELEC

20" WATERLINE

COMMUNICATION DUCTS

ELECTRICAL DUCTS

C01 0.000

C02 0.000

C03 0.000

C04 0.000

T01 0.000

T02 0.000

T03 0.000

T04 0.000

(S H

E E

T

O F

M A

T C

H

L I N

E

S

A

(S H

E E

T

O F

M A

T C

H

L I N

E

S

A

SHEET 2 OF 6

UTILITY PLAN

(TO BE ADJUSTED)

EXIST. SAN MANHOLE

E 1177870.06 N 842449.61

W/FLUSHING VALVE OUTLET

PROP. 20" TEMP PLUG

(BY OTHERS)

PROP. 16" WATERLINE

E 1177887.57

N 842472.96

(5° MAX)

PROP. 20" DEFLEXION

24"

WM (T

O BE REMOVED)

(TO BE ADJUSTED)(2)

EXIST. WATER METERS

E 842522.361

N 842491.44

(BY WAPA FORCES)

CUT & PLUG EXIST. 24" WM

E 1178203.78

N 842524.14

PROP. 24" END CAP

£ HOSPITAL GADE

STA. 10+00.00

¡ CONST. VETERANS DR.=

STA. 240+24.63

E 1177888.24 N 842466.11

(TIED TO TEE)

W/20" GATE VALVES(2)

PROP. 20"X20" TEE

E 1177899.63

N 842485.82

PROP. 20" END CAP

E 1177990.19

N 842476.22

(5° MAX)

PROP. 20" DEFLEXION

E 1177899.56

N 842487.60

(BY WAPA FORCES)

CUT & PLUG EXIST. 24" WM

(TO BE ADJUSTED)

EXIST. SAN MANHOLE

E 1178128.36 N 842470.59

TO EXISTING 10" WM

PROP. 2" SERVICE CONNECTION

E 1178116.81

N 842476.62

PROP. 20" DEFLEXION (5° MAX)

E 1178194.68

N 842528.17

PROP. 20" 45° BEND

E 1178164.08

N 842500.93

PROP. 20" 45° BEND

(AS PER WAPA STANDARDS)

ELECTRICAL MANHOLE)

(CONNECTED TO EXISTING

PROP. ELECTRICAL MANHOLE

(AS PER WAPA STANDARDS)

PROP. TRANSFORMER CONCRETE PAD

E 1178162.51

N 842473.96

(TIED TO TEE)

W/20" GATE VALVE

PROP. 20"X20" TEE

(BY OTHERS)

PROP. 16" WATERLINE

FOR CONTINUATION

REFER TO IRRIGATION PLANS

PROP. 2.5" SLEEVES (SCH 80 PVC)

(SCH 80 PVC)

PROP. 2.5" SERVICE LINE

(SEE SHEET G-10)

(DUCTBANK SECTION B)

6-6" ELEC CONDUITS

(SEE SHEET G-10)

(DUCTBANK SECTION C)

2-6" ELEC CONDUITS

Y=842481.8993

X=1177887.2593

E 1177892.34

N 842482.07

PROP. 2-20" 45° BEND

E 1177887.43

N 842476.82

PROP. 2-20" 45° BEND

E 1178067.75

N 842476.45

ACOUSTIC ACCESS POINT

PVC C905

PROP. 20" W

ATERLINE

E 1178180.24

N 842392.53

ACOUSTIC ACCESS POINT

E 1177899.74

N 842482.33

(BY WAPA FORCES)

PROP. 20"x24" WATER CONNECTION

E 1178203.98

N 842527.63

(BY WAPA FORCES)

PROP. 20"x24" WATER CONNECTION N

AMENDMENT NO. 3

Victor.Carreras Line

Victor.Carreras Text Box

ABANDONED)

5.4

5.2

R

C P

X

.6

C B

C

X

.6

C

B C

W

W

W

36"X36"

W20-1F

AHEAD WORK

ROAD

ROAD

WORKEND

36"X18"

G20-02

ROAD

WORKEND

"X18"G20 -02

AHEAD WORK

ROAD

36" X36"

W20- 1F

244 245

K A

N A

L

G A

D E

HARBOR

ST. THOMAS

D E

B E L T J E

N

R

O A

D

10 40

Feet

M A

T C

H

L I N

E

S

T A

.0

M A T

C H

L

IN

E

S T

A .0

¡ CONST. VETERANS DR.

VETERANS DRIVE

TEMP. CONC. BARRIER WALL

AHEAD WORK

ROAD

ROAD

WORKEND

36"X36"

W20-1F

AHEAD WORK

ROAD

TRAFFIC CONTROL PLAN - PHASE I

SHEET 2 OF 6

M-05

TEMP. ASPHALT SW

K

CONST. 5' OF STA. 245+66.75, 37.43' LT.

BEGIN 5' TEMP. ASPHALT SWK

WORK ZONE

PHASE 1

LEGEND

CURB REMOVAL

TYPE F

CONST. TEMP. INLET

CONST. TEMP. 15" PIPE

TYPE F

CONST. TEMP. INLET TYPE F

CO

N

ST. TEM

P. IN

LETCONST. TEMP. 18" PIPE

SURCHARGE

SURCHARGE

AFTER REMOVAL OF

RELOCATE TEMP. INLET

EL. 2.89

1.52' RT

+17.58

EL. 3.18

0.28' RT

+57.52

EL. 3.05

10.91' LT

+00.16

4" TEMP. DOUBLE YELLOW

4" TEMP SOLID WHITE

FP ID NO.

ST THOMAS

COUNTYROAD NO.

RTE 30

DRAWN

CHECKED

DATE

R E V I S I O N S

Reference

Sheet

ENGINEER OF RECORD

M. PAREDES

DPC-34(1)

MODEL NAME = phase_1PEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:27:30 PM T:\Projects\173908_VeteransDr\roadway\phase_1\TCPLRD105.DGNMiguel

MAY, 2017

R/W LINE

R/W

LIN

E

NAMENDMENT NO. 3

Victor.Carreras Line

Regulatory Division South Branch Antilles Section

SAJ-1996-01459 (SP-JCM)

Gustav James, Commissioner U.S. Virgin Islands Department of Public Works 8244 Subbase, Charlotte Amalie St. Thomas, USVI 00802

Dear Mr. James:

The U.S. Army Corps of Engineers (Corps) is pleased to enclose Department of the Army permit number SAJ-1996-01459 (SP-JCM), which should be available at the construction site. Work may begin immediately but the Corps must be notified of:

a. The date of commencement of the work,

b. The dates of work suspensions and resumptions of work, if suspended over a week, and

c. The date of final completion.

This information should be mailed to Robert J. Halbert, Chief, Enforcement Section, P.O. Box 4970, Jacksonville, FL 32232-0019. The Enforcement Section is also responsible for inspections to determine whether Permittees have strictly adhered to permit conditions.

IT IS NOT LAWFUL TO DEVIATE FROM

THE APPROVED PLANS ENCLOSED.

Sincerely, Donald W. Kinard Chief, Regulatory Division

Enclosures

DEPARTMENT OF THE ARMY

JACKSONVILLE DISTRICT CORPS OF ENGINEERS

ANTILLES OFFICE

ANNEX BLDG., FUND. ANGEL RAMOS, SUITE 202

383 F.D. ROOSEVELT AVE.

SAN JUAN, PUERTO RICO 00918

July 27, 2017

REPLY TO

ATTENTION OF

for

CASTILLO.SIN

DULFO.11828

84851

Digitally signed by

CASTILLO.SINDULFO.1182884851

DN: c=US, o=U.S. Government, ou=DoD, ou=PKI, ou=USA, cn=CASTILLO.SINDULFO.1182884 Date: 2017.07.27 16:54:52 -04'00'

This notice of authorization must be conspicuously displayed at the site of work.

United States Army Corps of Engineers

EXPIRES: July 27, 2022

A permit to dredge approximately 39,252 cubic yards of sediments and fill approximately 8.57 acres of marine bottom at Charlotte Amalie Harbor to widen a 1.38 mile long section of Veterans Drive at the waterfront of Charlotte Amalie Harbor, St. Thomas, U.S. Virgin Islands has been issued to U.S. Virgin Islands Department of Public Works Address of Permittee 8244 Subbase, Charlotte Amalie

St. Thomas, USVI 00802

Permit Number

SAJ-1996-01459 (SP-JCM) Jason A. Kirk, P.E.

Colonel, U.S. Army District Commander

ENG FORM 4336, Jul 81 (ER1145-2-303) EDITION OF JUL 70 MAY BE USED for

CASTILLO.SINDU

LFO.1182884851

Digitally signed by

CASTILLO.SINDULFO.1182884851

DN: c=US, o=U.S. Government, ou=DoD, ou=PKI, ou=USA, cn=CASTILLO.SINDULFO.1182884851 Date: 2017.07.27 17:10:23 -04'00'

DEPARTMENT OF THE ARMY PERMIT

Permittee: Mr. Gustav James, Commissioner U.S. Virgin Islands Department of Public Works 8244 Subbase, Charlotte Amalie St. Thomas, USVI 00802

Permit No: SAJ-1996-01459 (SP-JCM)

Issuing Office: U.S. Army Engineer District, Jacksonville

NOTE: The term "you" and its derivatives, as used in this permit, means the permittee or any future transferee. The term "this office" refers to the appropriate district or division office of the U.S. Army Corps of Engineers (Corps) having jurisdiction over the permitted activity or the appropriate official of that office acting under the authority of the commanding officer.

You are authorized to perform work in accordance with the terms and conditions specified below.

Project Description:

Widening of a 1.38 mile long section of Veterans Drive along Charlotte Amalie’s waterfront. Veterans Drive is currently a four-lane roadway with no median. The proposed Veterans Drive is a tree-lined four-lane roadway divided by an 11 foot raised median. Additionally, in order to enhance the aesthetics of the roadway and waterfront, a four foot landscaped buffer along with a 26 foot promenade will be developed. The proposed promenade width between Palm Passage and Tolbod Gade will vary from 30 foot to 50 foot to allocate space for a double tree row. The project will be accomplished by placing a new seawall and an approximately 50 foot (average) wide section of fill into the harbor along the existing shoreline. The widening of Veterans Drive will be conducted in three (3) phases. Phase I limits extend from the Long Bay Road intersection to Hospital Gade, a distance of approximately 0.46 miles. Phase II limits extend from Hospital Gade to Kronprindsens Tvaer Gade (Windward Passage Hotel), an approximate distance of 0.92 miles. Phase II will comprise Phase IIA from Hospital Gade to Tolbod Gade and Phase IIB from Tolbod Gade to Kronprindsens Tvaer Gade.

The construction of the entire project is expected to be completed by the year 2023 with a total cost of approximately $140 million.

The project will require dredging approximately 39,252 cubic yards of sediments from the bottom of Charlotte Amalie Harbor along the shoreline. Dredging will be done from a barge using a clamshell dredge. Dredge spoils will be dewatered on the barge and then transferred to trucks on shore for disposal in uplands in an existing landfill. Excess water from the barge will be discharged back into the harbor. The dredged area will be

PERMIT NUMBER: SAJ-1996-01459 (SP-JCM)

PERMITTEE: U.S. Virgin Islands Department of Public Works then filled to achieve the necessary ground levels and conditions. Approximately 8.57 acres of Charlotte Amalie will be filled for the roadway expansion. The project will result in permanent impacts to approximately 4.45 acres of muddy sea bottom, 1.15 acres of seagrass beds, and 2.97 acres of coral colonized hard bottom in the Charlotte Amalie Harbor. In addition, approximately 0.32 acres of seagrass, 0.69 acres of mud bottom, and 0.27 acres of colonized hard bottom will be temporarily impacted during project construction by barge spudding, anchoring of turbidity barriers, and sediment resuspension within the area between the new wall and the turbidity barriers. The majority of the work necessary to complete the project will be performed from the water using spud barges in the harbor. During construction, temporary marker buoys will be installed along the seaward limits of the in-water work footprint. Also, turbidity barriers will be placed around all in-water work prior to commencement of any dredging or fill discharges.

The seaward side of the roadway expansion will be a quay block wall with granular backfill of different sizes to allow a gradation and stabilize the fill. Dewatering of the area behind the wall in order to complete the fill placement for the roadway expansion will be done in a controlled manner through turbidity barriers using pumps. The dewatering rate will be controlled to ensure there are no turbidity plumes outside the work area, which will also be verified through the implementation of a water quality monitoring plan. Any piles or sheet piles necessary for the construction of the project and its new sea wall shall be installed with the use of a vibratory hammer. Impact hammer could be used if required by substrate conditions, but only after appropriate coordination with the pertinent agencies, per the conditions of this permit.

The design of the roadway expansion around the Legislature Building and the U.S.

Coast Guard (USCG) facilities also requires modifications to the USCG dock. The dock will be modified such that the eastern section will be replaced with the new roadway and the western section will be connected to the new promenade.

The work described above is to be completed in accordance with the 28 pages of drawings (Attachment 1), as well as the additional attachments affixed at the end of this permit instrument.

Project Location: The project site is located in a 1.38-mile corridor along the shoreline of Charlotte Amalie Harbor, from west of Kronprindsens Tvaer Gade (Windward Passage Hotel) to Long Bay Road/W.G. Lewis Lane/Lovers Lane (Route 314), Charlotte Amalie, St. Thomas, U.S. Virgin Islands.

Directions to site: From the St. Thomas Airport head east on Route 302 approximately ¾ miles and turn right onto Route 30. Head east on Route 30 for about

1.5 miles to reach the start of the project corridor.

Approximate Central Coordinates: Latitude: 18.33966° North Longitude: -64.92989° West

Permit Conditions

General Conditions:

1. The time limit for completing the work authorized ends on . If you find that you need more time to complete the authorized activity, submit your request for a time extension to this office for consideration at least one month before the above date is reached.

2. You must maintain the activity authorized by this permit in good condition and in conformance with the terms and conditions of this permit. You are not relieved of this requirement if you abandon the permitted activity, although you may make a good faith transfer to a third party in compliance with General Condition 4 below. Should you wish to cease to maintain the authorized activity or should you desire to abandon it without a good faith transfer, you must obtain a modification of this permit from this office, which may require restoration of the area.

3. If you discover any previously unknown historic or archeological remains while accomplishing the activity authorized by this permit, you must immediately notify this office of what you have found. We will initiate the Federal and State coordination required to determine if the remains warrant a recovery effort or if the site is eligible for listing in the National Register of Historic Places.

4. If you sell the property associated with this permit, you must obtain the signature and the mailing address of the new owner in the space provided and forward a copy of the permit to this office to validate the transfer of this authorization.

5. If a conditioned water quality certification has been issued for your project, you must comply with the conditions specified in the certification as special conditions to this permit. For your convenience, a copy of the certification is attached if it contains such conditions (Attachment 2).

6. You must allow representatives from this office to inspect the authorized activity at any time deemed necessary to ensure that it is being or has been accomplished in accordance with the terms and conditions of your permit.

Special Conditions:

1. Reporting Address: The Permittee shall submit all reports, notifications, documentation and correspondence required by the general and special conditions of this permit to the addresses listed below. The Permittee shall reference permit number SAJ-1996-01459 (SP-JCM), on all submittals.

For the Corps:

a. For standard mail: U.S. Army Corps of Engineers, Regulatory Division, Enforcement Section, P.O. Box 4970, Jacksonville, FL 32232-0019.

b. For email: CESAJ-ComplyDocs@usace.army.mil (not to exceed 10 MB).

For the National Marine Fisheries Service:

a. For standard mail: NOAA Fisheries Service, Southeast Regional Office, 263 13th Avenue South, St. Petersburgh, FL 33791.

b. For e-mail: nmfs.ser.esa.consultations@noaa.gov.

2. Commencement Notification: Within 10 days from the date of initiating the work authorized by this permit, the Permittee shall provide a written notification of the date of commencement of authorized work to the Corps.

3. Self-Certification: Within 60 days of completion of the work authorized by this permit, the Permittee shall complete the attached “Self-Certification Statement of Compliance” form (Attachment 3) and submit it to the Corps. In the event that the completed work deviates in any manner from the authorized work, the Permittee shall describe the deviations between the work authorized by this permit and the work as constructed on the “Self-Certification Statement of Compliance” form. The description of any deviations on the “Self-Certification Statement of Compliance” form does not constitute approval of any deviations by the Corps.

4. Agency Changes/Approvals: Should any other agency require and/or approve changes to the work authorized or obligated by this permit, the Permittee is advised a modification to this permit instrument is required prior to initiation of those changes. It is the Permittee’s responsibility to request a modification of this permit from the Corps.

The Corps reserves the right to fully evaluate, amend, and approve or deny the request for modification of this permit.

5. Assurance of Navigation and Maintenance: The Permittee understands and agrees that, if future operations by the United States require the removal, relocation, or other alteration, of the structures or work herein authorized, or if in the opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause unreasonable obstruction to the free navigation of the navigable waters, the Permittee will be required, upon due notice from the Corps of Engineers, to remove, relocate, or alter the structural work or obstructions caused thereby, without expense to the United States. No claim shall be made against the United States on account of any such removal or alteration.

6. Posting of Permit: The…