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@ Final U.S. Department of Transportation Construction Federal Highway Administration Eastern Federal Lands Highway Division Report Project No.: VI Q NH — E(8) Location: Market Street between King Street and Company Street in Downtown Christiansted on St. Croix in the U.S. Virgin Islands. Description: The renovation of Sunday Market Square included the reconstruction sidewalks with aesthetic bricks and granite stone curbs with wheelchair ramps. The work also included the underground relocation of existing water, sewer, electric, and communication. Storm drainage improvements, and the installation of architectural bollards and street lighting. Submitted by Daniel Camacho Project Engineer Recommended by: Christopher Schneider Construction Operations Engineer Approved by: fe i Zz Ve yy Thomas/J. Scott Dat Constru on Engineer FINAL CONSTRUCTION REPORT PROJECT: VI Q NH ~ E(8) SUNDAY MARKET SQUARE ST. CROIX, U.S. VIRGIN ISLANDS INDEX PAGE PROJECT DESCRIPTION OPE ReECOECEES SOOO OESSOOSE TT OCCCeCCOCeOTOCOSOOSOOOSE IT OCe ee ST ereerrrerers yy PROJECT DATA Pee ee eee eee Peres ee rer reese reer rere ee rere r reer ee reece eee rte reser es ere Til CONSTRUCTION eSeCERE SSeS SSeS OSES SSS SSS T eee Ser T eee eer eee ere Ter rere re rere rer err reer ereererrrr rr rr irs yy IV CONSTRUCTION ENGINEERING PPOeSUPTOOSerTe eee Cree rere reese er reese rrereerrererr tires ier yy 13 APPENDICES: Title Sheet/Location Map Peee ree eee ee RUeECSCOOOS ere er reer rere rrr seer rr rers rr rrr rr riers rrr rr rir) 14-15 Typical Sections POeeeeETCCESOCSOSOOSSOOOCOSOOSOSSOOCCSOISVCOOSVOOLOOST OSS S ECS O ET oP eee Terrier rrr seit rire sities 16 Tabulation of Bids POOR eee ERTS ETTORE OEE T TOUS FOTO SEO S ESTE FE SOE ODD OO HEGEL DURLET FUSS E FEU E SEDER ETD 17-25 Final Voucher Assembly Final Voucher and Claims Release eee PROS SCOPES e TOPS STC errr rr rererrrrrrirrrere rr ers) 26 - 27 Final Estimate set eaasztsecsst yess se ress ee sees ee eee aE FER PT HE ETS TS RU ES ES RES TREE REET EEE REET R EET RT? 28 - 35 Letter of Acceptance from Cooperating Agency Pee ereeeree Tre rere er reser reese sy 36 Rem etme mater eae amare near ane ns msarerennve 37 Letter of Acceptance from FHWA Material Certification ee 38 Project Photographs eee ee eee ee ee eee ee eee ee ee eee ee ee ee ee ere ere rre rere sey 39 - 4] FINAL CONSTRUCTION REPORT PROJECT: VI Q NH — E(8) SUNDAY MARKET SQUARE ST. CROIX, U.S. VIRGIN ISLANDS I. PROJECT DESCRIPTION A. Project Number — Project No. VI Q NH — E(8) was located along Market Street between King Street and Company Street in Downtown Christiansted on St. Croix in the U.S. Virgin Islands. This project was performed for the Virgin Islands Department of Public Works. B. Description of Work — The renovation of Sunday Market Square included the reconstruction of this section of Market Street, sidewalks with aesthetic bricks, and granite stone curbs and wheelchair ramps. The work also included the underground relocation of existing water, sewer, electric, and communication utilities as well as the transplantation of mahogany trees, storm drainage improvements, and the installation of architectural bollards and street lighting. The project also included reconstruction of the asphalt pavement in the intersections, and transition of the asphalt pavement to tie to existing pavement along King, Company and Market Streets, on both ends of the Square C. Environmental Considerations — The project received Categorical Exclusion on July 3, 2003. The State Historical Preservation Office also submitted the certificate of approval for project compliance with Section 106 on August 8, 2003. Also, the Virgin Islands’ Department of Planning and Natural Resources granted consistency to the Coastal Zone Management Program on July 15, 2003. Uf. PROJECT DATA A. Specifications — Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-96 and Project’s Special Contract Requirements. B. Termini — The total reconstructed Sunday Market Square is a one city block section between the intersections with Company Street to the south and the intersection with King Street to the north. Also necessary pavement transitions were made along King, Company and Market Street in order to meet the new pavement in the square. Length — Mainline: 260 feet Intersecting & side streets: 740 feet Total: 1000 feet Width — Mainline: 21 feet Side streets: 23 feet Pavement Structure — Mainline was reconstructed using 2 %-inch brick pavers and 3-inch cobblestone blocks grouted on a 2-inch mortar bed over a 6-inch reinforced concrete base slab. The service road parallel to the mainline was reconstructed using 2 4-inch brick pavers grouted on a 1-inch mortar layer over a 6-inch Grading D aggregate base. On the intersecting and side streets all underground utility trenches were backfilled with flowable fill (lean concrete) mix. Existing pavement was milled to a depth of 5 inches and paved in two 2-inch lifts with Hot Asphalt Concrete Pavement. F. Structures — No major structures were constructed during this project. G. Contract Number and Date — DTFH71-04-C-00013, December 18, 2003 H. Contracting Officers — Melisa L. Ridenour Division Engineer Donald W, Miller Director of Project Delivery Wanda A. Peffer Contracting Officer Eduardo A. Calderon Construction Engineer Christopher Schneider Construction Operations Engineer i. Coniract Bid Amount - $ 1,466,122.15 J. Engineer's Estimate - $ 1,276,000.00 K. Final Contract Amount - $ 2,108,327.21 L. Contract Time - Date of Award: December 18, 2003 Notice To Proceed: March 1, 2004 Contract Time Bid: 365 calendar days Original Completion Date: February 28, 2005 Substantial Completion Date: - February 28, 2005 Date of All Work Completed: January 31, 2006 Liquidated Damages Assessed: None my M. Contractor Tip Top Construction, Corp. Disadvantaged Business Enterprise (DBE) 5064 Mt. Welcome Christiansted, VI 00820 N. Subcontractors Meade Electric, Inc. Small Business Concern (SBC) $24,060.00 PO Box 5566 St. Croix, VI 00823 Installation and testing of electrical conductors, connections, and transformers Virgin Islands Paving, Inc. SBC $88,880.77 PO Box 4720 Kingshill, VI 00851 Milling and paving operations Charlie’s Diamond Concrete Services, Inc. DBE $71,911.15 #13-1 Estate Bethlehem Frederiksted, VI 00840 Concrete and flowable fill mix supplier OQ. Construction Engineering Costs FLH PE Costs: $351,484.71 ELH CE Costs: $316,312.26 CI Costs: $ 66,378.72 Total Costs: $735,257.69 Percent of Final Contract Amount: 34.9 Maintaining Agency Virgin Islands Department of Public Works (VI-DPW) 6002 Estate Anna’s Hope Christiansted, VI 00820-4428 CONSTRUCTION A. Materials Item 20701BA: Earthwork Geotextile, Type ITA Supplier: Synthetic Industries Geosynthetics Products Division | Product: Geotex 401 Item 25803: Reinforced Concrete Retaining Wall Item 50101N: Reinforced Portland Cement Concrete Pavement, 6-inch Depth And Item 66601: Contract Modification Work (Reinforced Concrete Water Crossing) Supplier: Charlie’s Diamond Concrete Services, Inc. #13-1 Estate Bethlehem Frederiksted, VI 00840 Mix Requirements: Minimum Strength — 3500 pounds per square inch (psi) in 28 days Minimum Cement Content — 611 pounds per cubic yard (pcy) Maximum Water/Cement Ratio — 0.49 Maximum Slump — 2.0 to 4.0 inches Minimum Air Content — 4.0 percent Portland Cement: AASHTO M85, Type I/II 615 pcy Holcim Cement Puerto Cumarebo, Venz. Fine Aggregate: Manufactured Sand 1440 pcy Springfield Quarry St. Croix, VI Clay lumps & friable particles: 0.3. percent Coal & lignite: 0.0 percent Argillaceous limestone & other soft particles: 0.4 percent Total deleterious excluding No. 200 sieve: 1.2 percent Specific Gravity, saturated surface dry (SSD): 2.67 Alkali Reactivity (ASTM C1260): 0.09 percent Absorption: 1.9 percent Coarse Aggregate: No. 67 Stone 1650 pcy Springfield Quarry St. Croix, VI Clay lumps & friable particles: 0.3 percent Coal & lignite 0.0 percent Argillaceous limestone & other soft particles: 0.5 percent Total deleterious excluding No. 200 sieve: 1.4 percent Specific Gravity, SSD: 2.66 Absorption: 1.6 percent Water: Potable (well water) 295 pey Water Reducer: Pozzolith 300R 26 fl oz./cy Master Builders, Inc. 23700 Chagrin Blvd. Cleveland, OH 44122 Average Test Results: Slump = 3.7 inches 28-day cylinder breaks = 2956 psi Note: The handling of the cylinder samples by the testing subcontractor was very questionable, this may be a direct cause for lower than normal breaks. The contractor also established that the Portland cement material (batch) delivered to the island during the summer showed a slower hydration rate than previous material used, even though it was same type of cement and from same supplier. To support this claim the Contractor submitted 56-day cylinder breaks that averaged 3487 psi. This material was accepted with no reduction in pay. Item 30102: Aggregate Base, Grading C or D, 6-inch Depth Aggregate Grading Used: D Supplier: Aggregate Inc. St. Croix, VI L.A. Abrasion: 16.0 percent Bulk Specific Gravity: 2.70 Liquid limit: 25 Plasticity Index: 2.3 Maximum Dry Density: 143.5 pounds per cubic foot (pcf) Optimum Moisture Content: 7.50 percent Mix Design Properties: Allowable Target Value Deviation Specification Sieves (Percent Passing) (percent) (Percent Passing) 1” 100 = 97-100 3/4” 94 +6 88-100 3/8” 77 +6 71-83 No. 4 36 +6 30-42 No. 40 12 +4 8-16 No. 200 4.0 43 1.0-7.0 Item 40101BC: Hot Asphalt Concrete Pavement, Class B, Grading C And Item 40101BED: Hot Asphalt Concrete Pavement, Class B, Grading E, Type 4 pavement smoothness Note: The mix design submitted met the requirements for Grading C and D, and as a result was approved for use in both items. Supplier: Virgin Islands Paving Co. 13GA Estate Bethlehem Kingshill, VI 00851 Plant Location: St. Croix, VI(BDM Drum Mixer) Aggregates: No. 67 Stone 20 percent Devcon International Springfield Quarry St. Croix, VI Specific Gravity, SSD: 2.776 Absorption: 0.79 percent Fractured Faces: 100 percent Los Angeles Abrasion: 10.9 percent Sodium Sulfate Soundness: 0.9 percent No. 4 Stone 12 percent Devcon International Springfield Quarry St. Croix, USVI Specific Gravity, SSD: 2.733 Absorption: 1.36 percent Fractured Faces: 100 percent Los Angeles Abrasion: 10.9 percent Sodium Sulfate Soundness: 0.9 percent No. 5 Stone Dust 68 percent Devcon International Springfield Quarry St. Croix, USVI Specific Gravity, SSD: 2.655 Fractured Faces: 100 percent Los Angeles Abrasion: 10.9 percent Sodium Sulfate Soundness: 0.9 percent Plasticity Index: Non-plastic Asphalt Cement Grade and Source: 60/70 Penetration with 1.027 Specific Gravity Produced by: Sargeant Trading LTD Isla Refinery Supplied by: Sargeant Marine Antistripping Additive: None required Mix Design Properties: Allowable Target Value Deviation Specification Sieves (Percent Passing) (Percent) (Percent Passing) 1” 100 - - wn” 100 - - yy” 98 - - 3/8” 95 +5 90-100 No. 4 73 +6 67-79 No. 8 41 +6 35-47 No. 16 19 +4 15-23 No. 30 8.0 +2 6.6-10.6 No. 50 15 +3 12-18 No. 100 12 - - No. 200 27 - - Asphalt content — 6.1 (40.5) percent of total mix Maximum Theor. Spec. Gravity — 2.510 Maximum theoretical density — 156.6 pcf Voids in Material Aggregate — 17.87 percent Dust/asphalt ratio — 0.71 Average production density — 145.5 pef (93 percent) Note: This item was accepted under tested conformance. Because of the small quantity required, statistical evaluation for acceptance was not required. Item 60903AU: Stone Curb, Type I, 12-inch depth Item 60903AY: Stone Curb, Type I, 18-inch depth Item 61505C: Stone Wheelchair Ram And Item 61508G: Paving, Cobblestone Supplier: Swenson Granite Company, LLC 369 North State St. Concord, NH 03301 Item 61501D: Brick Sidewalk And Item 61508D: Paving Brick Supplier: Pine Hall Brick P.O. Box 11044 2701 Shorefair Dr. Winston-Salem, NC 27116 Product: Sidewalk Brick: Carytown RF Modular Paving Brick: English Edge Buff Ttem 61905: Bollard Post Supplier: Talladega Foundry P.O. Box 579 726 Stone Avenue Talladega, AL 35160 Product: Cannon Bollards Item 63602: Lighting Installation Supplier: Alloy Castings Co. Inc. 151 West Union St. East Bridgewater, MA 02333 Product: Amherst Style Decorative Pole Supplier: Spring City Electrical Mfg. Co. P.O, Box 19 Hall & Main Streets Spring City, PA 19475 Product: Jefferson with Ladder Rest Luminaries . Experimental or New Features — None . Changes & Problems — 1. Changes Contract Modification (CM) No. 1: This CM was issued to address the addition of a detour route to the temporary traffic control plan and the redesign of the originai underground electrical distribution system. In addition, quantities on several existing contract items were modified to fit field conditions. Net Contract Increase = $ 204,957.05. | No change in contract time. CM No. 2: This CM modified the original contract items to change quantities due to existing field conditions. Net contract increase = $ 185,750.91. No change was made in contract time. CM No. 3: This CM was issued to address additional work requested by the Virgin Islands Government and adjusted quantities to fit field conditions. Some of the new work items incorporated included a redesign of the water system, redesign of sewer system, pavement markings, gutter clean up, and concrete curb and gutter. This modification also modified quantities on original contract items to reflect final quantities used. Net Contract Decrease = ($ 1,015.74). | No change in contract time. CM No. 4: This CM was issued to address additional work requested by the Virgin Islands Government and required to fit field conditions. The most significant items added to the contract under this modification included the storm drain system, restoration work, tree pits, reinforced concrete water crossing, and sidewalk brick joint sealer. This modification also incorporated final quantities of existing contract items, including the deletion of items for 12-inch pipe culvert and Type B inlet. Net contract increase = $ 252,512.84. No change in contract time. Significant Overruns and Underruns: Item 20302AE: Removal of Waterline — Most of the existing waterline was abandoned in place with the approval of the VI-DPW. The contract quantity underran by 406.50 linear feet or 81 percent. Item 20401: Roadway Excavation — The overall roadway elevation was lowered 5 inches to accommodate the historical well into the eastern sidewalk. The contract quantity underran by 359 cubic yards or 36 percent. Item 20101BA, Earthwork Geotextile, Type IIA — This separation geotextile was not used to increase bonding of reinforced concrete base slab and mortared paving brick layer. This design change was recommended by the Contractor and approved by the government. The Contractor was reimbursed for the cost of the material and delivery to VI-DPW storage site. The contract quantity underran by 620 square yards or 95 percent. Item 25803, Reinforced Concrete Retaining Wall — The existing retaining wali was structurally unstable and did not have any historical significance, so it was replaced in its entirety. The original contract quantity overran by 35 cubic yards or 140 percent. Item 30101ZN, Aggregate Base, Grading C or D, 6-inch depth — The increase in the width of the eastern sidewalk, to accommodate the historical well, resulted in additional aggregate base. Also, the original contract quantity was underestimated. The contract quantity overran by 695 square yards or 66 percent. Item 40101BC, Hot Asphalt Concrete Pavement, Class B, Grading C — Changes to underground communication and electrical utilities required the extension of paving areas. The original contract quantity overran by 62 tons or 30 percent. 10 Item 40101BED, Hot Asphalt Concrete Pavement, Class B, Grading E, Type 4 Pavement Smoothness — Changes to underground communication and electrical utilities required the extension of paving areas. The original contract quantity overran by 113 tons or 71 percent. Item 50101N, Reinforced Portland Cement Concrete Pavement, 6-inch Depth The narrowing of the main roadway from 24 feet to 21 feet was required to accommodate the historic well. As a result, the total area of roadway slab constructed was decreased. The original contract quantity underran by 169 square yards or 27 percent. Item 60103, Concrete (Wellhead) - This item was intended to compensate the contractor for building a replica of the historic well. This item was deleted since the replica was never constructed. A restoration of the original historic well was performed instead, and was incorporated into the contract under CM No. 4, Restoration Work. Item 60102H, 12-inch Pipe Culvert — This item was deleted. The redesign of the roadway to accommodate the historic well prohibited the use of this item for the roadway storm drain system. The contractor was reimbursed for the cost of this material (170 linear feet) and for delivery to the VI-DPW storage site under CM No. 4, Storm Drain. Item 60403EB, Inlet, Type 5B — This item was deleted. The redesign of the roadway to accommodate the historic well prohibited the use of this item for the roadway storm drain system. A redesigned storm drain system was incorporated in the project through CM No. 4. Item 60509, Sand — This item was deleted since the Contractor elected to use lean, flowable concrete mix as backfill for the communications and electrical trenches. Tiem 60704, Reconditioning Drainage Structures — This item was deleted, Most of the existing storm drainage system had to be removed in order to accommodate the historic well. The drainage structures were replaced with a new storm drain system. Item 60903AU, Stone Curb, Type 1, 12-inch Depth — This item overran by 113 percent. The changes to the road storm drain system allowed the installation of 12-inch stone curb instead of 18-inch (depth). Item 60903AY, Stone Curb, Type 1, 18-inch Depth — This item underran by 53 percent. The changes to the road storm drain system allowed the installation of 12-inch stone curb instead of 18-inch (depth). 11 Item 61101, Water System — The original contract item was deleted and replaced by a new water system item, which included all redesign and field adjustment work required to make the system fully operational. Item 61201, Sewer System — The original contract item was deleted and replaced by a new sewer system item, which included all redesign and field adjustment work required to make system operational. Item 61501D, Brick Sidewalk — This item overran 88 percent. The original contract quantity was underestimated. Aliso, the total area of brick sidewalk was increased when the eastern sidewalk was widened to accommodate the historic well. Item 61508D, Paving Brick — This item underran 25 percent. The roadway width was reduced to accommodate the widening of the eastern sidewalk. Also, the new storm drain system incorporated cast iron grates on most of the road gutter areas, which reduced the need for brick pavers. Item 63605G, Relocate Electrical Line — The original contract item was deleted and replaced by a new pay item Relocate Electrical Line that included all redesign and field adjustment work required to make the system fully operational. Item 63606LA, Conduit, 4-inch, PVC — This item overran 19 percent. The original locations of the conduit risers on King Street were relocated to safer locations. This required additional conduit length. Item 63801, Locate Utilities — This item overran 40 percent. The original contract quantity was underestimated. 2. Problems Electrical System The underground electrical distribution system had to be redesigned to include connections required to make the system operational, that were not part of the original contract. The new design also simplified the underground network of electrical conduits to improve the overall safety of the area during maintenance of underground utilities. Completion of the streetlight work, and the project, was delayed until the local utility company supplied the power and meter for the system. As this was beyond the contractor’s control, no liquidated damages were imposed. 12 Water System The relocation of the existing waterline required four resilient gate valves to connect to the water main, which were not included in the original contract. The new system also incorporated boxes and manifolds to allow for additional metered services to existing buildings with minimal disruption to completed work. Sewer System The relocation of the existing sewerline required the addition of a collection line for the eastern buildings and two new manholes to meet code requirements for the gravity flow system. Restoration Work The original project work included a Cultural Resource Investigation study, the reconditioning of an existing Danish-era culvert, and the construction of a replica of a Danish-era well. However, during initial demolition work, the Contractor discovered the remains of the original well. The Virgin Islands Government requested that this well be restored and incorporated into the final project layout. In order to accomplish this task, the eastern sidewalk had to be widened three feet; this required the narrowing of the roadway from twenty-four feet to twenty-one feet, curb to curb. In addition, the overall sidewalk and roadway elevations had to be lowered five inches. This required the removal of two-thirds of the existing Danish culvert as well as the redesign of the roadway storm drain system. The State Historical Preservation Office (SHPO) of the Virgin Islands allowed the removal of the culvert section but requested a Phase HI Total Data Recovery (Archeological Mitigation) study on the culvert, and the salvage of all bricks and cobblestones materials to be reused in the well restoration work. They also required the restoration of other historical elements of the area, such as the culvert outlet headwall and waterway, the retaining wall, and the delineation of the culvert headwall on the west sidewalk (inlet side). D. Recommendations — New and existing storm drain systems: The Market Street area receives a large volume of storm runoff from the south (Company St.) that should be collected before reaching the project site. Many upstream collection points of the aging system are not working properly. The same situation is true for the downstream drainage system. During the project we were able to clean a large portion of the existing gutter drain that extended within the project limits, but visual inspection revealed that the old system outside project limits was in poor condition. The VI-DPW should consider in future projects the reconditioning of the storm drain system in the town of Christiansted. E. Claims — There were no claims on this contract. 13 IV. CONSTRUCTION ENGINEERING A. Project Personnel — Daniel Camacho Project Engineer, FHWA-EFLHD Jerry A. Runyon Asst. Project Engineer, FHWA-EFLHD Contract Inspection — Neil Simon KCI (not full duration of project) C. Other Contacts — Aloy W. Nielsen Deputy Director of Highway Engineering, VI-DPW William H. 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Puog ‘y }f BGA] “ajyxajosg ——— AO LION ot FUBWOADG BUO{SA/GGOD JO JOLG tHe 7M HOM OE L_. josdo ;-aj05esbby 10 ejpbe26Gy 8 -— peg pues 8 HOMBPIS OIG He FSODIS Y1OG jOIIGAL (AoMpooYy 40 SapIS Y10q 100/04 J) GAN OYUb4D Zt £008 /BO/08 NANG SZEKLO TABULATION OF BIDS Schedule: A Project No.: VI-Q-NH-E(8) Project Name: SUNDAY MARKET STREET 8(a) Contract State: VI Opened at: St. Croix, VI County: USVI By: P. Schaad ST CROIX, USVI Date: 11/20/03 I certify that this Bid Tabulation accurately reflects the proposal as negotiated. Signed: (oe Ld hens Od Title: eo toed Lng Speecelest Date: Contract Awarded to: Too Tel Crmdtise Poo Oy2 G7 Date: <7 F 7 Contractor : Bid Amount Responsive Tip Top Construction Corporation 1,466,122.15 5064 Mt. Welcome Christiansted, VI 00820 Engineer's Estimate 1,276,000.00 (v TABULATION OF BIDS Date: 11/24/03 Schedule: A Project No.: VI-Q-NH-E(8) Project Name: SUNDAY MARKET STREET BID TOTAL CHECK PASS . Bidder's Computed E Bidder Bid Amount Bid Amount Tor Tip Top Construction Corporation 1,466,122.15 1,466,122.15 The apparent low bidder is 15 % above the engineer's estimate. 1O Page |] TABULATION OF BIDS Date: 11/24/03 Schedule: A Project No... VI-Q-NH-E(8) Project Name: SUNDAY MARKET STREET \ Item Item Item . Unit No. Unit Description Quantity Price Amount 15101 LPSM MOBILIZATION Tip Top Construction Corporation ALL 133,283.00 133,283.00 ENGINEER'S ESTIMATE 101,709.00 101,709.00 15201 LPSM CONSTRUCTION SURVEY AND STAKING Tip Top Construction Corporation ALL * 20,000.00 20,000.00 ENGINEER'S ESTIMATE 55,000.00 55,000.00 15401 LPSM CONTRACTOR TESTING Tip Top Construction Corporation ALL 18,500.00 18,500.00 ENGINEER'S ESTIMATE 22,000.00 22,000.00 15709 EACH CHECK DAMS Tip Top Construction Corporation 2 4,350.00 8,700.00 ENGINEER'S ESTIMATE 300.00 600.00 15716 EACH INLET PROTECTION Tip Top Construction Corporation 2 2,100.00 4,200.00 ENGINEER'S ESTIMATE 400.00 800.00 20301AL EACH REMOVAL OF FIRE HYDRANT Tip Top Construction Corporation ij 1,500.00 1,500.00 ENGINEER'S ESTIMATE 500.00 500.00 20301AS EACH REMOVAL OF BOLLARD Tip Top Construction Corporation 2 1,450.00 2,900.00 ENGINEER'S ESTIMATE 50.00 100.00 20301B = = ~EACH REMOVAL OF SIGNS Tip Top Construction Corporation 8 100.00 800:00 ENGINEER'S ESTIMATE 100.00 800.00 20301F EACH REMOVAL OF INLETS Tip Top Construction Corporation 2 1,650.00 3,300.00 ENGINEER'S ESTIMATE 1,000.00 2,000.00 20302AD LNFT REMOVAL OF WATERLINE Tip Top Construction Corporation 650 5.00 3,250.00 ENGINEER'S ESTIMATE 25.00 16,250.00 OY) TABULATION OF BIDS Date: 11/24/03 Schedule: A Project No.: VI-Q-NH~E (8) Project Name: SUNDAY MARKET STREET Ttem Item Itern . Unit No. Unit Description Quantity Price Amount 20302AE LNFT REMOVAL OF SEWERLINE . Tip Top Construction Corporation 500 5.00 2,500.00 ENGINEER'S ESTIMATE 35.00 17,500.00 20302H LNFT REMOVAL OF PIPE CULVERTS Tip Top Construction Corporation 150 ‘ 20.00 3,000.00 ENGINEER'S ESTIMATE 25.00 3,750.00 20302SB LNFT REMOVAL OF PORTLAND CEMENT CONCRETE CURB AND GUTTER Tip Top Construction Corporation 300 15.00 4,500.00 ENGINEER'S ESTIMATE 12.25 3,675.00 20303PA SQYD REMOVAL OF ASPHALT PAVEMENT Tip Top Construction Corporation 2,300 8.50 19,550.00 ENGINEER'S ESTIMATE 20.00 46,000.00 20303QB SQYD REMOVAL OF PORTLAND CEMENT CONCRETE SIDEWALK Tip Top Construction Corporation 500 20.00 10,000.00 ENGINEER'S ESTIMATE 25.00 12,500.00 20401 CUYD ROADWAY EXCAVATION Tip Top Construction Corporation 1,000 37.50 37,500.00 ENGINEER'S ESTIMATE . 35.00 35,000.00 2070iBA SQYD EARTHWORK GEOTEXTILE, TYPE I-A Tip Top Construction Corpération 650 26.25 17,387.50 ENGINEER'S ESTIMATE 4.00 2,600.00 20701BC SQYD EARTHWORK GEOTEXTILE, TYPE IL-C Tip Top Construction Corporation 560 23.50 13,160.00 ENGINEER'S ESTIMATE : 1.70 952.00 25803 CUYD © REINFORCED CONCRETE RETAINING WALL Tip Top Construction Corporation 25 1,233.00 30,825.00 ENGINEER'S ESTIMATE 500.00 12,500.00 30102ZN SQYD AGGREGATE BASE, GRADING C OR D, 6-INCH DEPTH Tip Top Construction Corporation 1,050 12.00 12,600.00 ENGINEER'S ESTIMATE 22.00 23,100.00 TABULATION OF BIDS Schedule: A Project No.: VI-Q-NH-E(8) Project Name: SUNDAY MARKET STREET ny Date: 11/24/03 Item Item Item Unit No. Unit Description Quantity Price Amount 40101BC TON HOT ASPHALT CONCRETE PAVEMENT, CLASS B, GRADING C Tip Top Construction Corporation 210 200.00 42,000.00 ENGINEER'S ESTIMATE. . 120.00 25,200.00 40101BED TON HOT ASPHALT CONCRETE PAVEMENT, CLASS B, GRADING E, TYPE 4 PAVEMENT SMOOTHNESS ‘ Tip Top Construction Corporation 160 . 235.00 37,600.00 ENGINEER'S ESTIMATE 120.00 19,200.00 41301 SQYD ASPHALT PAVEMENT MILLING (variable depth) Tip Top Construction Corporation 1,700 35.00 59,500.00 ENGINEER'S ESTIMATE 5.00 8,500.00 50101N SQYD REINFORCED PORTLAND CEMENT CONCRETE PAVEMENT, 6-INCH DEPTH Tip Top Construction Corporation 630 83.33 52,497.90 ENGINEER'S ESTIMATE 100.00 63,000.00 60103 LPSM CONCRETE (Wellhead) Tip Top Construction Corporation ALL 3,500.00 3,500.00 ENGINEER'S ESTIMATE 5,000.00 5,000.00 60201H LNFT 12INCH PIPE CULVERT Tip Top Construction Corporation 170 72.50 12,325.00 ENGINEER'S ESTIMATE 125.00 21,250.00 60403EB EACH - INLET, TYPE 5B Tip Top Construction Corporation 6 2,780.00 16,680.00 ENGINEER'S ESTIMATE 2,000-00 ~ 12,000.00 60405 EACH MANHOLE ADJUSTMENT Tip Top Construction Corporation 5 1,000.00 5,000.00 ENGINEER'S ESTIMATE 700.00 3,500.00 60407 EACH CAPPING INLETS AND MANHOLES Tip Top Construction Corporation 1 2,500.00 2,500.00 ENGINEER'S ESTIMATE 500.00 500.00 TABULATION OF BIDS Date: 11/24/03 Schedule: A Project No.: VI-Q-NH-E(8) Project Name: SUNDAY MARKET STREET Item Item Ttem : Unit No. Unit Description Quantity Price Amount 60509 CUYD SAND Tip Top Construction Corporation 85 65.00 5,525.00 ENGINEER'S ESTIMATE 35.00 2,975.00 60704 EACH RECONDITIONING DRAINAGE STRUCTURES Tip Top Construction Corporation 1 "3,850.00 3,850.00 ENGINEER'S ESTIMATE 5,000.00 5,000.00 60903AU LNFT STONE CURB, TYPE 1, 12-INCH DEPTH Tip Top Construction Corporation 215 98.65 21,209.75 ENGINEER'S ESTIMATE 125.00 26,875.00 60903AY LNET STONE CURB, TYPE 1, 18-INCH DEPTH Tip Top Construction Corporation 365 136.60 49,859.00 ENGINEER'S ESTIMATE 130.00 47,450.00 61101 LPSM WATER SYSTEM Tip Top Construction Corporation ALL 63,750.00 63,750.00 ENGINEER'S ESTIMATE 50,000.00 50,000.00 61106 EACH FIRE HYDRANT Tip Top Construction Corporation 2 4,500.00 9,000.00 ENGINEER'S ESTIMATE 3,000.00 6,000.00 61201 LPSM SEWER SYSTEM Tip Top Construction Corporation ALL 56,750.00 56,750.00 ENGINEER'S ESTIMATE 65,000.00 65,000.00 61501D SQYD BRICK SIDEWALK Tip Top Construction Corporation 560 157.50 88,200.00 ENGINEER'S ESTIMATE 90.00 50,400.00 61505C SQYD STONE WHEELCHAIR RAMP Tip Top Construction Corporation 19 225.00 4,275.00 ENGINEER'S ESTIMATE 400.00 7,600.00 61508D SQYD. . PAVING, BRICK Tip Top Construction Corporation 1,060 145.00 153,700.00 ENGINEER'S ESTIMATE 90.00 95,400.00 nage s OS TABULATION OF BIDS Date: 11/24/03 Schedule: A Project No.: VI-Q-NH-E(8) Project Name: SUNDAY MARKET STREET Item Item Item Unit Amount No. Unit Description Quantity Price 61508G SQYD PAVING, COBBLESTONE Tip Top Construction Corporation {50 200,00 30,000.00 130.00 19,500.00 ENGINEER'S ESTIMATE 61905 EACH BOLLARD POST a Tip Top Construction Corporation 28 1,500.00 42,000.00 ENGINEER'S ESTIMATE 600.00 16,800.00 62606 LPSM LANDSCAPING Tip Top Construction Corporation ALL 53,600.00 53,600.00 ENGINEER'S ESTIMATE 40,000.00 40,000.00 63304CC SQET SIGNS, ALUMINUM PANELS, TYPE 3 SHEETING Tip Top Construction Corporation 90 92.50 8,325.00 ENGINEER'S ESTIMATE 50.00 4,500.00 63501 LPSM TEMPORARY TRAFFIC CONTROL Tip Top Construction Corporation ALL 42,000.00 42,000.00 ENGINEER'S ESTIMATE 25,000.00 25,000.00 63602 LPSM LIGHTING INSTALLATION Tip Top Construction Corporation ALL 62,560.00 62,560.00 ENGINEER'S ESTIMATE 60,000.00 60,000.00 63605G LPSM RELOCATE ELECTRICAL LINE Tip Top Construction Corporation ALL 43,500.00 43,500.00 ENGINEER'S ESTIMATE 155,164.00 155,164.00 = 63606 LNFT CONDUIT (5-inch) 730 42.00 Tip Top Construction Corporation 31,500.00 ENGINEER'S ESTIMATE 25.00 18,750.00 63606LA LNFT CONDUIT, 4INCH, PVC Tip Top Construction Corporation 2,500 22.00 55,000.00 12.00 30,000.00 ENGINEER'S ESTIMATE 63632 EACH MANHOLE, TELEPHONE Tip Top Construction Corporation 11,000.00 11,000.00 4,000.00 4,000.00 ENGINEER'S ESTIMATE TABULATION OF BIDS Schedule: A Project No.: VI-Q-NH-E(8} Project Name: SUNDAY MARKET STREET Page 6 ae Date: 11/24/03 Item Item Item : Unit No. Unit Description Quantity Price Amount 63701 EACH FIELD OFFICE Tip Top Construction Corporation I 23,460.00 23,460.00 ENGINEER'S ESTIMATE 20,000.00 20,000.00 63705 CTSM LONG DISTANCE CALLING Tip Top Construction Corporation 1 * 3,000.00 3,000.00 ENGINEER'S ESTIMATE 100.00 100.00 63801 EACH LOCATE UTILITIES Tip Top Construction Corporation 10 2,500.00 25,000.00 ENGINEER'S ESTIMATE 1,000.00 10,000.00 TABULATION OF Schedule: A Project No.: VI-Q-NH-E(8) Project Name: SUNDAY MARKET STREET BIDS Date: 11/24/03 SS ‘ BID ITEM CHECK PASS Bidder Item No. Bidder's Computed Extension Extension No extension errors in this Schedule. Stencard Form 1034 - Revised October 1967 Department of the Troasury 1 TFM 4-2000 1034-121 PUBLIC VOUCHER FOR PURCHASES AND SERVICES OTHER THAN PERSONAL VOUCHER NO. u.S. DEPARTMENT, BUREAU, OR ESTABLISHMENT AND LOCATION U. S. Department of Transportation Federal Highway Administration Eastern Federal Lands Highway Division 21400 Ridgetop Circle Sterling, VA_ 20166-6511 DATE VOUCHER PREPARED SCHEDULE NO. CONTRACT NUMBER AND DATE DTFH71-04-C-00013 12/18/03 REQUISITION NUMBER AND OATE PAID BY | Tip Top Corporation ‘ otras 5064 Mt. Welcome DATE INVOICE RECEIVED AND St. Christiansted, VI 00820 ADDRESS DISCOUNT TERMS [ _| PAYEE'S ACCOUNT NUMBER SHIPPED FROM TO WEIGHT GOVERNMENT 8/L NUMBER NUMBER DATE OF ARTICLES OR SERVICES QUAN UNIT PRICE AMOUNT AND DATE DELIVERY (Enter description, iteni number of contract or Federal supply TITY ~ OF ORDER OR SERVICE schedule, and other infonnation decrnizw necessary} COST) orn) (1} Final Estimate No. 16 - FINAL PAYMENT. This is final settlement of construction for Sunday Market Square Project VI Q-NH-E(8). Finai setilement is specifically conditioned upon the execution of the Contractor's Release attached hereto and incorporated herein. » Gan Title: Ee : _ f(OLLINS, JR.. TIVED ehighen Date: Ve Hob (Use continuation sheet{s) if necessary) (Payee must NOT use the space below) TOTAL $0.00 PAYMENT: APPROVED FOR EXCHANGE RATE PROVISIONAL =$ 0.00 =$1.00 DIFFERENCES COMPLETE : Donald UV. Welle PARTIAL 2) x noeress Donald W. Miller Gf: S/o 6 Amount verified; corract for payment ADVANCE THLE . {Signature or initials} Director, Project Delivery Pursuant fo autherily vested i , | cerlify that this youcherlis,correct and proper for payment. x rs, , a ii y 2 . 5900 Manda Ah. |Npte Administration Program Coordinator (Date) NY (Authorized Ceftifying Officer) (Title) ACCOUNTING CLASSIFICATION Proj 151578000E00R;, Ore 1578000000: Task 540.00.6320.78 CHECK NUMBER ON TREASURER OF THE UNITED STATES CHECK NUMBER ON (Name of bank) CASH $ <n O-FU DATE PAYEE 3 1 When stated in foreign cursency, inset name of currency. . 2 If tho ability to cerlify and authority to approve are combined in‘one person, one signature only is necessary; othenvise the approving officer will sign in the space provided, oyer his officiat life. 3 When a voucher is receipted in lhe name of a company or comoration, the name of the person vriting lhe company or corporate name, as well as the capacity in which he signs, must appear. For example: “ohn Doe Company, per John Smith, Secretary”, or "Treasurer", as the case may be. FOR TITLE Previous edition usable NSN 7540-00-900-2234 of the PRIVACY ACT STATEMENT abligation. The information requested on this form is required under the provisions af 34 U.S.C. 82b and 82c, for the purpose of disbursing Federal money. The information requested is to identify the particular creditor and Ine amaunis to be pald. Failure to fumish this i fon will hinder 2] DEPARTMENT OF TRANSPORATION CONTRACTOR'S RELEASE CONTRACT NO. DTFH71-04-C-00013 CONTRACTOR (Name and address) SUM OF Tip Top Corporation Zero Dollars and Zero Cents 5064 Mt. Welcome St. Christiansted, VI, 00820 DOLLARS ($) 9-00 In consideration of the sum stated above, which has been paid or is to be paid to the Contractor, or his assignees, the Contractor, upon payment of the said sum by the UNITED STATES OF AMERICA (hereinafter called the Govern- ment), does remise, release, and discharge the Government, its officers, agents, and employees, of and from all liabijities, obligations, claims, and demands whatsoever under or arising from the said contract, except: 1. Specified claims in stated amounts or in estimated amounts where the amounts ar not susceptible of exact statement by the Contractor, as follows: 2. Claims, together with reasonable expenses incidental thereto, based upon the liabilities of the Contractor to third parties arising out of the performance of this contract, which are not known to the Contractor on the date of the execution of this release and of which the Contractor gives notice in writing to the Contracting Officer within the period specified in the said contract: and 3. Claims for reimbursement of costs (other than expenses of the Contractor by reason of his indemnification of the Government against patent liability), including reasonable expenses incidental thereto, incurred by the Con- tractor under any provisions of the said contract relating to patents. The Contractor agrees, in connection with patent matters and with claims which are not released as set forth above, that he will comply with all provisions of the said contract, including without limitation those provisions relating to notifications to the Contracting Officer and relating to the defense or prosecution of litigation. IN WITNESS WHEREOF, this release has becn executed this 8th dayof MAY 2006 WITNESSES TIP TOP CONSTRUCTION CORP. we , By PERCY J ee? oR. Vode TILE PRESIDENT NOTE: Ji the case of a corporation, witnesses are not required, but the certification below must be completed. CERTIFICATE ', _ DEBORAH BELLIVEAU certify thatiamthe APPOINTED secretary of the corporation named as Contractor in the foregoing release; that PERCY J HOLLINS, JR. who signed said release on bchelfof the Contractor was then PRESIDENT of said corporation; that said release was duly signed for and in behalf of said corporation by authority of its governing body and is within the scope of its corporate powers. , (CORPORATE SBAL) Form DOT F 4220.4 awyoyons spunffiuseg 00°08 000s WLOL ,20}2Ufps009 WwesBOlg UORPHSIUIUpY “S100 “T/EPEAT” AY % ‘A rayep 7, snapiied sof mange f...... 4aaujbuz voyongsuodbuyoy ‘wey -y seonog a0‘o$ a0’ B2°0ZE9'00'OFS HSEL ‘nG00008ZS1 Bio ‘g00T0008ZSESL fold 5 ALVGINDIT CNadx3 YAWNN LNNODOV seesense a EfO9E TH ‘edoyany - Per XO O'd ajiuad “D 1waqoy :01 kdoa ‘payadwios Uaaq sey yeuy yom edes pue syoayo piodal pue Ajquenb jeuy 103 JUa}al %G sasea|al GL LSA 00'0$ (23 388 yBnozy “wnd9e) ou08)3 Spee) ° 9BIZIPO-IO ENTS (1) 188 ySnolyy ‘wnoa8) ouj}99/35 apeayy oo a6e$ Ly “18a - Jojoejjuoaqns way play juNowe pout OT # TLVAILS ene eee ; SINSWLSNdv. £1000°D-F0-ILHALG+ Jeaujbuz yale ‘opeuopjeyy-oyaewe jajueg Aq paynuqns , sap 91'°0 HIDNIT 00°0$ SLVAILSS SIHL divd 38 OL LNNONY HU d YO L82LOL bZZ2e'eal'7$ = id ATSNOIAAYd SLNSWAYd WWLOL x04 IS SFLINNOD Spunysy ui3.iid FLVLS Le'2ze'sal'e$ 31Vd OL OSA0NddY SINAWAVd TVLOL €00E ‘81 49quiazag FIVG GUVAY o0'o$ BO!OAU) JOJIEIUOI tad S INAWLSNFOVs £1000-D-F0-1 LHALG YIGNNAN LOVEINOD LZ‘2ze'gaL'zs 3LVd OL GAN8Va LNNOWY 1VLOL : 0Z800 IA ‘GALSNVILSILHOD 1S S0/0E/90 OL S0/T090 WONT CORTE $007 ‘OE sung Surpnyou pue o7 dn pouozred yrom Jog BNOOTIM WLW £908 jul ‘OT # FLVANILST AUVANWAS NOILINULSNOD NOLLYUOIUOD dOL dhl ‘OL ‘syjomapls pun juawadnd anayssav pun ‘suijysy jaags ‘suojwooja.s Gyn ‘ADjiaao pun jp Uuoyongsuoaas Mompvoy MIVAOS LIONIVAAVGNAS - XIOWD "LS - SANVISI NIDUIA - (8)4-HN-O TA 99102 VINIDUIA ‘ONITES.LS ATOWO dOLADAN O0+12 NOISIAIC AVMHDIH SONY TYaadsd NYFLSVa 699SG # eto NOILVULLSININGY AYMHOIH Tyusdas # YOIbg NOILVIYOdSNV U1. 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Phillips Acting Commissioner, Government of the Virgin Islands of the United States Department of Public Works 8244 Sub Base St. Thomas, VI 00802-5805 Through: Mr. Aloy W. Nielsen Deputy Commissioner of Engineermg Virgin Islands Department of Public Works 6002 Estate Anna’s Hope Christiansted, St. Croix, VI 00820-4428 Subject: Project VI Q NH-E (8) Sunday Market Square Restoration Final Acceptance Contract No. DTFH71-04-C-00013 Dear Mr. Phillips: By letter dated March 2, 2006, we requested a final acceptance letter from the Virgin Islands Government for the above subject project. Mr. Nielson has informed us that you are concerned about the replacement of a light pole on the above subject project that was recently damaged by a reckless driver. Mr. William Taylor of the St. Croix Foundation has informed us that they are leading the effort to have this pole replaced. The Foundation has already contacted Tip Top Construction who has ordered the required replacement parts. We are informed that the motorist’s insurance company may cover materials and repair work costs. Since all project work has been completed, we are in the process of closing the contract. To facilitate this process, we have requested that a letter of final acceptance be forwarded to our office. If we do not receive a letter of acceptance or any further comment by April 28, 2006, we will proceed with closing the contract. If you have any questions, please contact this office at 703-404-6260. Sincerely yours, Is] Douglas E. Nair Douglas E. Nair Acting Construction Engineer FHWA:JT:6265:km:4/14/06:h:team_folders\constr\old projects\vi_nh_e(8)\2acceptance_ltr.doc cc: Official File Copy (JT), Chrono, Construction, D. Camacho 3 CONCURRENCES ATG. SHABCL DATE RIGS INTASIG DATE RIG. SBOL INTALSIG ovTE RIGO PNTLSIG DATE | RIGS TSG DATE ATG. SYHBGL He co-iy NRLSIG OE 44 pd i 7G RIG.SYRBOL Htto-1S INTIALSIG kM 4/4 /ow MAY - 7 2006 Refer to: HFCO-15 CERTIFIED MAIL RETURN RECEIPT Mr. Percy J. Hollins, Jr. President Tip Top Corporation 5064 Mt. Welcome St. Christiansted, VI 00820 Subject: Project VI Q-NH-E (8) Sunday Market Square Final Contract Closeout Contract No. DTFH71-04-C-00013 Dear Mr. Hollins: We are pleased to advise you that all work performed on the above referenced project has been satisfactorily completed in substantial conformity with the plans and specifications. Final Acceptance was effective on January 31, 2006, and as of that date you were relieved of further maintenance obligations. Enclosed please find the following documents: e The final Estimate (Estimate No. 16). e® Three copies of Form 4220.4, Contractor's Release. e Three copies of Form 1034, Public Voucher for Purchases and Services Other than Personal. You are requested to sign and return all three copies of Forms 4220.4 and 1034, which are based on the final estimate. Upon receipt of the executed documents, we will process final payment. If you have any questions, please contact this office at (703) 404-6260. Sincerely yours, ist Dougias E. Nair Douglas E. Nair Acting Construction Engineer Enclosure 37 CONCURRENCES RIGS NIG OAIE RIG. SYHAQL [ WTALSIG | DATE | RIG Sea INITIAUSIG OATE RIGSBG [NTSIG DATE | REG. SyHBCL H & tai INTIAUSIG Sti DATE Shi/os Resta etic Hee MS INTTAUSIG R @ U.S. Department of Transportation ‘Federal Highway ‘Adminisiration Federal-Lands Highway Office Federal ‘Lands Highway Constraction Project Materials Certification Virgin Islands — ST.-Croix Sunday Market Square State Virgin Islands Contract No. DTFH71-04-C-00013 Project Name VI Q ~- NH — E (8) Part I — Field Control It is certified (1) that all material accepted pursuant to this contract complies with the terms of the contract as documented by the project records in accordance with Federal Lands standards; or (2) that material not complying with the terms of the contract was accepted in accordance with FAR Clause 52.246-12 based on a technical evaluation of material documented in the project records. It is further certified (1) that the results of verification tests taken during construction conform to validity of acceptance tests according to Federal Lands standards; and (2) that inconsistencies between verification and acceptance tests were responded to in accordance with Federal Lands Standards and so documented in the project records, It is further certified (1) for material accepted by manufacturer’s certification of compliance, such certifications and accompanying test results (when required) indicate compliance with the terms of the contract; and (2) that if verification tests of stch:materials were taken, ests sr the validity of the certifications, or the discrepancies were st responded to in accordance with Federal dards sé documented in the project records, Project Engineer | Date B Wi b/: oS” Construction Operations Engineer Date Part If — Final Review It is certified (1) that the results of the verification tests taken during construction confirm the validity of the job site acceptance testing:and/or manufacturer’s certificates; or (2) that inconsistencies are appropriately documented together with the technical basis of acceptance of the materials. Materials nein” JAE Date VA 26 las ai ai a | It is certified that the records for this project have been reviewed and confirmed that the acceptance and documentation of all materials complied with Federal Lands standards. Construction Engineer patios \— Date Le Ge oT Form FHWA 1637 G-94) VE _.@ _WY_e (h)_ay ceo AL 39 oe SS ye Ka a Fe 7 a -s =H ez ie 7] wa = 3} = a —— a} aes — pe A woe Sea a? =<: == hort, a & 2 pe ; —= — iz a “a om = = =< fhe = ad saturn — = ing = Sat Steyn erie = = set ES _ AP in +S. acas Te a Pes 323: nae a se BOS, = Tee ee Pe esse ae es Fg es ase Be PICTURE 1: Before Construction — No. Market Street looking south >>, iC a i if. al 1 = a o>» yas 4 > wage — of a? Shed oe 3 Oe 3, tae gree i <x ahs se pave ri a hy He i. j J eae TT ie = il ws Se lg ull , a St i eee = Sy TE ' > FE = —— oy tf, cee aa He = tee xe Es A ij aS ea % «, Fe - e PICTURE 2: After Construction — No. Market Street looking south 40 —~- — — 4 =i == 5 et ch se i= {fe raf Te a _— amos} Weer Pe) at —— » — + Be) Sate =F aot. | Pw on sep ey = Re es Kees PICTURE 3: Before Construction — Market St. looking north es SS = yy pe r 7° prune 46. rn ex a) pe he ~ > WW ak fal a = Me Ei fT = = f 04 — if si fe] pe re ily a fi ed rae | = See Le ee ey nn LL —~ 3 it ro q.. ‘3 ' z oy Ee Pe ces Bs 2) =a a = _ a Si es & Sates Se vA Ae Esse = oA 355 5 Bers ee in Se a cre: + PICTURE 4: After Construction — Market St. looking north 41 > § i ag tT. See — aR | a! TI 1 bi | we | i Enos [* a mf ah by Pa 28) ej; Se — es alles Ey Pasced a 2 bs ers) — ¢ ert il th i =>. ~~ a <== Sod —— am 2 Ca — — — —— SO) 3 ae i Fez a — ei oat ui ee —_— as = “as 2 a aaa = 5 ae. ete =! - Sy eS S337 as Pee eee iste Tee SE eee ame Ss PICTURE 5: Before Construction — Market St., culvert outlet headwall (eastern) v oe <atnte 3% >< a9 % Ae a as id Sta. Fy Ps & $4 | ak Wie [I he es tk al x} Me \ “Ba ii as <a tie ay “ae + - fs) Ss a. 5 * =S Fr 2 By Fee de ip u Bea at Rags Se — é 4 <S ‘aa. sa a = 3e 4 mm ier ee 9 o & pata pat | = . oo — — __ = PICTURE 6: After Construction — Market St., culvert outlet headwall (eastern)