[et_pb_section fb_built=”1″ admin_label=”Hero” _builder_version=”3.19.16″ use_background_color_gradient=”on” background_color_gradient_start=”rgba(40,40,40,0.79)” background_color_gradient_end=”rgba(40,40,40,0.86)” background_color_gradient_type=”radial” background_color_gradient_direction_radial=”top left” background_color_gradient_overlays_image=”on” background_image=”http:\/\/www.stocktoneller.com\/dbe\/wp-content\/uploads\/2019\/02\/UNI-250.jpg” custom_margin=”||||false” custom_padding=”6vw||6vw||true|false”][et_pb_row _builder_version=”3.9″][et_pb_column type=”4_4″ _builder_version=”3.8″][et_pb_text _builder_version=”3.9″ text_font=”||||||||” text_font_size_tablet=”14px” text_font_size_last_edited=”off|desktop” header_font=”Rubik|700|||||||” header_font_size=”64px” header_font_size_tablet=”44px” header_font_size_phone=”32px” header_font_size_last_edited=”on|phone” header_line_height=”1.1em” border_color_all=”#ffb400″ border_width_left=”10px” background_layout=”dark” max_width=”800px” custom_margin=”||0px|” custom_padding=”|||16px”]<\/p>\n
[\/et_pb_text][et_pb_text _builder_version=”3.9″ text_font=”||||||||” text_font_size=”22px” text_font_size_tablet=”18px” text_font_size_last_edited=”on|phone” text_line_height=”1.6em” header_font=”||||||||” background_layout=”dark” max_width=”800px” custom_margin=”|||” custom_padding=”20px||20px||true”]<\/p>\n
Construction Management (CM), Design\/Build and Rehabilitation of your utility assets. \u00a0We work with public and private clients to install Water, Sewer & Reclaim Mains, Fiber Optics, and Power Delivery, in additional to Natural Gas pipelines, and specialty HDD construction. \u00a0<\/span><\/p>\n [\/et_pb_text][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=”1″ admin_label=”About Us” _builder_version=”3.9″][et_pb_row use_custom_width=”on” width_unit=”off” custom_width_percent=”90%” _builder_version=”3.21″ border_width_bottom=”2px” border_color_bottom=”#a0a0a0″][et_pb_column type=”1_3″ _builder_version=”3.9″][et_pb_text _builder_version=”3.21″ text_font=”||||||||” header_font=”||||||||” header_3_font=”||||||||” header_3_text_align=”left” header_3_font_size=”19px” header_3_line_height=”1.4em” background_color=”#ffaf00″ custom_padding=”30px|30px|30px|30px|false|true”]<\/p>\n [\/et_pb_text][et_pb_image src=”https:\/\/unitedutility.com\/dbe\/wp-content\/uploads\/2023\/02\/Screen-Shot-2023-02-24-at-9.23.42-AM.png” show_in_lightbox=”on” _builder_version=”3.21″][\/et_pb_image][\/et_pb_column][et_pb_column type=”2_3″ _builder_version=”3.9″][et_pb_text _builder_version=”3.21″ text_font=”||||||||” header_font=”||||||||” header_2_font=”Rubik|700|||||||” header_2_font_size_phone=”36px” header_2_font_size_last_edited=”on|phone” header_2_line_height=”1.2em” text_orientation=”center” module_alignment=”center” custom_margin=”|||” custom_padding=”|||” link_option_url=”http:\/\/www.stocktoneller.com\/dbe\/hdd\/” locked=”off”]<\/p>\n Project Description<\/strong><\/p>\n The scope of work for this project included installing 52,900 LF of 24-inch HDPE and PVC reclaimed water & force mains, along with a new 16-inch water main. \u00a0In addition to the new mains, we installed 23,000 LF of new 4-inch HDPE fiber optic casing and pulled 144 count fiber through an inner-duct product.<\/p>\n Construction methods included open cut, approximately 19,000 LF of HDD, and a triple jack & bore crossing of triple CSX rail lines.<\/p>\n Because of a rush in the real estate market that began in 2020, properties were changing hands very quickly. \u00a0This caused the loss of a pending utility easement when the new owner would not agree to it. \u00a0The only work around solution was to utilize a 10-foot wide FDOT easement, and to stack a 24-inch FM and a 24-inch RCM vertically, rather than horizontally, to prevent encroachment. \u00a0These dual stacked bores were elongated to 3,000 LF each to prevent coming up in the middle of a very active roadway, and required a 1,000 foot radius to follow the curvature of the road.<\/p>\n The project required extensive MOT, coordination with Polk County Schools to accommodate bus routes, working around multiple residential developments in active construction along the new pipeline route, incorporating standards & restrictions imposed by the Canal Control District responsible for Lake Lulu and its tributaries, and working around the logistical operations of a national roofing manufacturer while also consolidating multiple of their lift stations and tying them into the new force main.<\/p>\n \n \n \n [\/et_pb_text][\/et_pb_column][\/et_pb_row][et_pb_row use_custom_width=”on” width_unit=”off” custom_width_percent=”90%” _builder_version=”3.21″ border_width_bottom=”2px” border_color_bottom=”#a0a0a0″][et_pb_column type=”1_3″ _builder_version=”3.9″][et_pb_text _builder_version=”3.21″ text_font=”||||||||” header_font=”||||||||” header_3_font=”||||||||” header_3_text_align=”left” header_3_font_size=”19px” header_3_line_height=”1.4em” background_color=”#ffaf00″ custom_padding=”30px|30px|30px|30px|false|true”]<\/p>\n [\/et_pb_text][et_pb_image src=”https:\/\/unitedutility.com\/dbe\/wp-content\/uploads\/2023\/02\/IMG_1082.jpg” show_in_lightbox=”on” _builder_version=”3.21″][\/et_pb_image][\/et_pb_column][et_pb_column type=”2_3″ _builder_version=”3.9″][et_pb_text _builder_version=”3.21″ text_font=”||||||||” header_font=”||||||||” header_2_font=”Rubik|700|||||||” header_2_font_size_phone=”36px” header_2_font_size_last_edited=”on|phone” header_2_line_height=”1.2em” text_orientation=”center” module_alignment=”center” custom_margin=”|||” custom_padding=”|||” link_option_url=”http:\/\/www.stocktoneller.com\/dbe\/hdd\/” locked=”off”]<\/p>\n Project Description<\/strong><\/p>\n As part of the City’s stormwater consolidation plan along Gulf Shore Blvd, DBE was contracted to install dual offshore 30-inch Fusible PVC discharge pipelines into the Gulf of Mexico. \u00a0The twin 1,100 LF pipelines are being installed in conjunction with a pump station (by others) to pump treated stormwater 900 feet offshore at the ocean bottom, so numerous above-ground pipe gaggles can be removed along Naples Beach.<\/p>\n DBE drilled & reamed both pilot holes from land, but used another drill rig stationed on a jack-up barge offshore to pull the pipe into position.\u00a0<\/p>\n [\/et_pb_text][\/et_pb_column][\/et_pb_row][et_pb_row use_custom_width=”on” width_unit=”off” custom_width_percent=”90%” _builder_version=”3.21″ border_width_bottom=”2px” border_color_bottom=”#a0a0a0″][et_pb_column type=”1_3″ _builder_version=”3.9″][et_pb_text _builder_version=”3.21″ text_font=”||||||||” header_font=”||||||||” header_3_font=”||||||||” header_3_text_align=”left” header_3_font_size=”19px” header_3_line_height=”1.4em” background_color=”#ffaf00″ custom_padding=”30px|30px|30px|30px|false|true”]<\/p>\n [\/et_pb_text][et_pb_image src=”https:\/\/unitedutility.com\/dbe\/wp-content\/uploads\/2023\/02\/IMG_0895-1.jpg” show_in_lightbox=”on” _builder_version=”3.21″][\/et_pb_image][\/et_pb_column][et_pb_column type=”2_3″ _builder_version=”3.9″][et_pb_text _builder_version=”3.21″ text_font=”||||||||” header_font=”||||||||” header_2_font=”Rubik|700|||||||” header_2_font_size_phone=”36px” header_2_font_size_last_edited=”on|phone” header_2_line_height=”1.2em” text_orientation=”center” module_alignment=”center” custom_margin=”|||” custom_padding=”|||” link_option_url=”http:\/\/www.stocktoneller.com\/dbe\/hdd\/” locked=”off”]<\/p>\n <\/p>\n Project Description<\/strong><\/p>\n <\/p>\n DBE undertook this project as a Construction Manager by changing the initial design intent for a duct bank, which included conventional trenching to install eight (8) each, 8-inch HDPE conduits through Type A soil conditions, encase them in grout, and require extensive dewatering into sensitive wetlands. \u00a0To significantly lower project costs, expedite permitting & overall progress, DBE worked with the Owner to convert the design to use HDD for the installation, which resulted in adding 3 additional 8-inch conduits for a total of 11 in parallel.\u00a0<\/p>\n This approach allowed us to use the FDEP Generic Permit for partial dewatering of only our connection points, which is where we set three (3) each 10-feet deep x 30-feet long concrete vaults. \u00a0By using HDD to install the conduit pipes, all grouting was removed from the scope. \u00a0To comply with OSHA standards for working below water, we hired a certified dive team that assisted us in disconnecting rigging straps from anchor points as we installed the vault segments.<\/p>\n Inside the vault on one side, DBE installed a multi-tiered Uni-Strut system where cables were pulled & spliced together as they entered from each end.\u00a0<\/p>\n All work was performed between September 2022 – January 2023, where DBE installed 101,235 LF of 8-inch HDPE conduit pipes, set three very large vaults, pulled & spliced cable for others to energize, and restored the site including asphalt paving. \u00a0<\/p>\n <\/p>\n \n [\/et_pb_text][\/et_pb_column][\/et_pb_row][et_pb_row use_custom_width=”on” width_unit=”off” custom_width_percent=”90%” _builder_version=”3.21″ border_width_bottom=”2px” border_color_bottom=”#a0a0a0″][et_pb_column type=”1_3″ _builder_version=”3.9″][et_pb_text _builder_version=”3.21″ text_font=”||||||||” header_font=”||||||||” header_3_font=”||||||||” header_3_text_align=”left” header_3_font_size=”19px” header_3_line_height=”1.4em” background_color=”#ffaf00″ custom_padding=”30px|30px|30px|30px|false|true”]<\/p>\n [\/et_pb_text][et_pb_image src=”https:\/\/unitedutility.com\/dbe\/wp-content\/uploads\/2023\/02\/bayshore-plan-profile-1.jpg” show_in_lightbox=”on” _builder_version=”3.21″][\/et_pb_image][\/et_pb_column][et_pb_column type=”2_3″ _builder_version=”3.9″][et_pb_text _builder_version=”3.21″ text_font=”||||||||” header_font=”||||||||” header_2_font=”Rubik|700|||||||” header_2_font_size_phone=”36px” header_2_font_size_last_edited=”on|phone” header_2_line_height=”1.2em” text_orientation=”center” module_alignment=”center” custom_margin=”|||” custom_padding=”|||” link_option_url=”http:\/\/www.stocktoneller.com\/dbe\/hdd\/” locked=”off”]<\/p>\n Project Description<\/strong><\/p>\n This project included a total of 4,400 LF of new 20-inch HDPE force main installed by HDD methods along NE 9th Street between Middle River Drive and Intracoastal Drive, where we then crossed the Intracoastal Waterway with dual 14-inch HDPE pipelines pulled simultaneously through a single 30-inch borehole with multiple compound turns across a 750 LF span, beneath sea walls. \u00a0On the east side of the subaqueous crossing, the bore had to be placed within a 5-foot utility easement before avoiding an existing duct bank upon exit.<\/p>\n On either side of the subaqueous crossing, the dual 14-inch pipelines were split off into by-passable lines with butterfly valves before connecting into an existing 18-inch force main on Bayshore Drive. \u00a0The by-pass innovation provided our client with 2 resilient lines that cross the waterway so they were no longer limited to a single pipe during an emergency. \u00a0<\/p>\n The entire project was constructed using thermally butt-fused HDPE pipe and fittings, thereby providing up to a 100-year service life, aligning with City resiliency goals and minimal maintenance.\u00a0<\/p>\n \n [\/et_pb_text][\/et_pb_column][\/et_pb_row][et_pb_row use_custom_width=”on” width_unit=”off” custom_width_percent=”90%” _builder_version=”3.21″ border_width_bottom=”2px” border_color_bottom=”#a0a0a0″][et_pb_column type=”1_3″ _builder_version=”3.9″][et_pb_text _builder_version=”3.21″ text_font=”||||||||” header_font=”||||||||” header_3_font=”||||||||” header_3_text_align=”left” header_3_font_size=”19px” header_3_line_height=”1.4em” background_color=”#ffaf00″ custom_padding=”30px|30px|30px|30px|false|true”]<\/p>\n [\/et_pb_text][et_pb_image src=”https:\/\/unitedutility.com\/dbe\/wp-content\/uploads\/2023\/02\/IMG_8043.jpg” show_in_lightbox=”on” _builder_version=”3.21″][\/et_pb_image][\/et_pb_column][et_pb_column type=”2_3″ _builder_version=”3.9″][et_pb_text _builder_version=”3.21″ text_font=”||||||||” header_font=”||||||||” header_2_font=”Rubik|700|||||||” header_2_font_size_phone=”36px” header_2_font_size_last_edited=”on|phone” header_2_line_height=”1.2em” text_orientation=”center” module_alignment=”center” custom_margin=”|||” custom_padding=”|||” link_option_url=”http:\/\/www.stocktoneller.com\/dbe\/hdd\/” locked=”off”]<\/p>\n <\/p>\n Project Description<\/strong><\/p>\n In December 2019, the City experienced multiple catastrophic force main breaks along a 7.5 mile DIP transmission pipeline. After 10 breaks send millions of gallons of sewage into streets and waterways, the City rushed to accept Progressive Design-Build proposals for immediate construction of a new redundant force main.<\/strong><\/p>\n <\/strong>DBE was asked to join the Murphy Pipeline \/ Chen Moore Team to accommodate the City’s desire for trenchless construction methods on the northern spread. \u00a0<\/p>\n Our scope of work was to install 17,000 LF of 48-inch DR13.5 DIPS HDPE pipe divided among 8 drill shots, with a minimum distance of 1,300 LF and a maximum of approximately 3,500 LF beneath Sunrise Blvd (SR-838).<\/span><\/p>\n Average depth of terrestrial crossings were on the order of 45-56 feet below grade. \u00a0One of the shots was a subaqueous crossing of the New River.\u00a0<\/p>\n <\/p>\n \n [\/et_pb_text][\/et_pb_column][\/et_pb_row][et_pb_row use_custom_width=”on” width_unit=”off” custom_width_percent=”90%” _builder_version=”3.21″ border_width_bottom=”2px” border_color_bottom=”#a0a0a0″][et_pb_column type=”1_3″ _builder_version=”3.9″][et_pb_text _builder_version=”3.21″ text_font=”||||||||” header_font=”||||||||” header_3_font=”||||||||” header_3_text_align=”left” header_3_font_size=”19px” header_3_line_height=”1.4em” background_color=”#ffaf00″ custom_padding=”30px|30px|30px|30px|false|true”]<\/p>\n [\/et_pb_text][et_pb_image src=”https:\/\/unitedutility.com\/dbe\/wp-content\/uploads\/2023\/02\/Screen-Shot-2023-02-24-at-12.19.13-PM.png” show_in_lightbox=”on” _builder_version=”3.21″][\/et_pb_image][\/et_pb_column][et_pb_column type=”2_3″ _builder_version=”3.9″][et_pb_text _builder_version=”3.21″ text_font=”||||||||” header_font=”||||||||” header_2_font=”Rubik|700|||||||” header_2_font_size_phone=”36px” header_2_font_size_last_edited=”on|phone” header_2_line_height=”1.2em” text_orientation=”center” module_alignment=”center” custom_margin=”|||” custom_padding=”|||” link_option_url=”http:\/\/www.stocktoneller.com\/dbe\/hdd\/” locked=”off”]<\/p>\n Project Description<\/strong><\/p>\n The City of Richmond Hill, Georgia released a multi-mile force main upgrade project that included numerous HDD segments. The HDD subcontractor was able to successfully install all the bores but 1 beneath a wetland in unconsolidated soils on the side of Interstate-95. \u00a0DBE was requested to mobilize a drill with higher torque to re-drill & ream the hole before pulling in the 16-inch diameter 3,740 LF Fusible PVC pipe segment.<\/p>\n [\/et_pb_text][\/et_pb_column][\/et_pb_row][et_pb_row use_custom_width=”on” width_unit=”off” custom_width_percent=”90%” _builder_version=”3.21″ border_width_bottom=”2px” border_color_bottom=”#a0a0a0″][et_pb_column type=”1_3″ _builder_version=”3.9″][et_pb_text _builder_version=”3.21″ text_font=”||||||||” header_font=”||||||||” header_3_font=”||||||||” header_3_text_align=”left” header_3_font_size=”19px” header_3_line_height=”1.4em” background_color=”#ffaf00″ custom_padding=”30px|30px|30px|30px|false|true”]<\/p>\n [\/et_pb_text][et_pb_image src=”https:\/\/unitedutility.com\/dbe\/wp-content\/uploads\/2023\/02\/Daytona-bore-profile.jpg” show_in_lightbox=”on” _builder_version=”3.21″][\/et_pb_image][\/et_pb_column][et_pb_column type=”2_3″ _builder_version=”3.9″][et_pb_text _builder_version=”3.21″ text_font=”||||||||” header_font=”||||||||” header_2_font=”Rubik|700|||||||” header_2_font_size_phone=”36px” header_2_font_size_last_edited=”on|phone” header_2_line_height=”1.2em” text_orientation=”center” module_alignment=”center” custom_margin=”|||” custom_padding=”|||” link_option_url=”http:\/\/www.stocktoneller.com\/dbe\/hdd\/” locked=”off”]<\/p>\n Project Description<\/strong><\/p>\n After a failure of the existing aged submarine cable, DBE was contracted to replace Feeder #8 beneath the Halifax River in Daytona Beach, FL. \u00a0The work consisted of the subaqueous installation of 5,298 LF of 16-inch DR-7 HDPE by HDD methods bringing power from the mainland to a new distribution pole on the beach side.<\/p>\n What made the project unique was that across a horizontal place, the 90 foot deep bore path had to follow a submerged land easement that deviated approximately 1,000 LF to the North and South of a straight centerline, where the plan view slightly resembles an S placed on its side. \u00a0<\/p>\n On the west side a new vault was installed at the bore entry, and on the east side a new cable was left for installation at a newly installed concrete utility pole.<\/p>\n \n [\/et_pb_text][\/et_pb_column][\/et_pb_row][et_pb_row use_custom_width=”on” width_unit=”off” custom_width_percent=”90%” _builder_version=”3.21″ border_width_bottom=”2px” border_color_bottom=”#a0a0a0″][et_pb_column type=”1_3″ _builder_version=”3.9″][et_pb_text _builder_version=”3.21″ text_font=”||||||||” header_font=”||||||||” header_3_font=”||||||||” header_3_text_align=”left” header_3_font_size=”19px” header_3_line_height=”1.4em” background_color=”#ffaf00″ custom_padding=”30px|30px|30px|30px|false|true”]<\/p>\n [\/et_pb_text][et_pb_image src=”https:\/\/unitedutility.com\/dbe\/wp-content\/uploads\/2019\/04\/T-Line.jpg” show_in_lightbox=”on” _builder_version=”3.21″][\/et_pb_image][\/et_pb_column][et_pb_column type=”2_3″ _builder_version=”3.9″][et_pb_text _builder_version=”3.21″ text_font=”||||||||” header_font=”||||||||” header_2_font=”Rubik|700|||||||” header_2_font_size_phone=”36px” header_2_font_size_last_edited=”on|phone” header_2_line_height=”1.2em” text_orientation=”center” module_alignment=”center” custom_margin=”|||” custom_padding=”|||” link_option_url=”http:\/\/www.stocktoneller.com\/dbe\/hdd\/” locked=”off”]<\/p>\n Project Description<\/strong><\/p>\n The scope of work specified herein for the installation of approximately 3,600 LF of thirty inch (30\u201d) PVC force main (via open cut) and 6,321 LF of thirty-six inch (36\u201d) HDPE force main (via horizontal directional drill), North from a thirty-six inch (36\u201d) connection stub out at the I-95\/Busch Dr. intersection, parallel to I-95, and connect to an existing (dry line) twenty inch (20\u201d) FM located within the existing JEA T-Line Corridor. The new thirty inch (30\u201d) force main is an integral piece of the North sewer grid master plan.<\/p>\n In addition, there was approximately 256 LF of eight inch (8\u201d) HDPE fire hydrant lead installed (via horizontal directional drill) from the south side to the north side of Busch Drive for a new fire hydrant to be located within the northeast corner of Busch Drive and I-95 to provide water for the directional drilling and construction operations.<\/p>\n The work was within Anheuser Busch property easements, FDOT Busch Drive Right of Way, FDOT I-95 Limited Access Right-of-Way, and JEA T-Line.<\/p>\n [\/et_pb_text][\/et_pb_column][\/et_pb_row][et_pb_row use_custom_width=”on” width_unit=”off” custom_width_percent=”90%” _builder_version=”3.21″ border_width_bottom=”2px” border_color_bottom=”#a0a0a0″][et_pb_column type=”1_3″ _builder_version=”3.9″][et_pb_text _builder_version=”3.21″ text_font=”||||||||” header_font=”||||||||” header_3_font=”||||||||” header_3_text_align=”left” header_3_font_size=”19px” header_3_line_height=”1.4em” background_color=”#ffaf00″ custom_padding=”30px|30px|30px|30px|false|true”]<\/p>\n [\/et_pb_text][et_pb_image src=”https:\/\/unitedutility.com\/dbe\/wp-content\/uploads\/2019\/04\/PORT-OF-MIAMI-5.jpg” _builder_version=”3.21″][\/et_pb_image][\/et_pb_column][et_pb_column type=”2_3″ _builder_version=”3.9″][et_pb_text _builder_version=”3.21″ text_font=”||||||||” header_font=”||||||||” header_2_font=”Rubik|700|||||||” header_2_font_size_phone=”36px” header_2_font_size_last_edited=”on|phone” header_2_line_height=”1.2em” text_orientation=”center” module_alignment=”center” custom_margin=”|||” custom_padding=”|||” link_option_url=”http:\/\/www.stocktoneller.com\/dbe\/hdd\/” locked=”off”]<\/p>\n Project Description<\/strong><\/p>\n As a sub-contractor, DBE performed the subaqueous installation of dual 30\u201d and 12\u201d HDPE water mains spanning 2000 LF each. \u00a0These four (4) bores provide critical water supply to the port island from the mainland in Miami. \u00a0From there, the water is conveyed by sub-sea pipeline to Fisher Island, an affluent and ecologically\u00a0sensitive environment off the coast in Biscayne Bay.<\/span><\/p>\n [\/et_pb_text][\/et_pb_column][\/et_pb_row][et_pb_row use_custom_width=”on” width_unit=”off” custom_width_percent=”90%” _builder_version=”3.21″ border_width_bottom=”2px” border_color_bottom=”#a0a0a0″][et_pb_column type=”1_3″ _builder_version=”3.9″][et_pb_text _builder_version=”3.21″ text_font=”||||||||” header_font=”||||||||” header_3_font=”||||||||” header_3_text_align=”left” header_3_font_size=”19px” header_3_line_height=”1.4em” background_color=”#ffaf00″ custom_padding=”30px|30px|30px|30px|false|true”]<\/p>\n [\/et_pb_text][et_pb_image src=”https:\/\/unitedutility.com\/dbe\/wp-content\/uploads\/2019\/04\/boynton-beach-project.png” show_in_lightbox=”on” _builder_version=”3.21″][\/et_pb_image][\/et_pb_column][et_pb_column type=”2_3″ _builder_version=”3.9″][et_pb_text _builder_version=”3.21″ text_font=”||||||||” header_font=”||||||||” header_2_font=”Rubik|700|||||||” header_2_font_size_phone=”36px” header_2_font_size_last_edited=”on|phone” header_2_line_height=”1.2em” text_orientation=”center” module_alignment=”center” custom_margin=”|||” custom_padding=”|||” link_option_url=”http:\/\/www.stocktoneller.com\/dbe\/hdd\/” locked=”off”]<\/p>\n Project Description<\/strong><\/p>\n As a specialty sub-contractor to Layne Heavy Civil, DBE performed the installation of 3 large-diameter bores totaling ~5500 LF of 42\u201d HDPE. \u00a0The shots were 2600, 1300 and 1600 linear feet respectively. \u00a0To tie-in the bores, open cut construction was required totaling ~750 LF of 36\u201d, 24\u201d, 20\u201d, 18\u201d and 12\u201d pipe segments, including installation of gate valves, fittings and schedule 40 conduit with electrical pull boxes.<\/span><\/p>\n [\/et_pb_text][\/et_pb_column][\/et_pb_row][\/et_pb_section]<\/p>\n","protected":false},"excerpt":{"rendered":" [et_pb_section fb_built=”1″ admin_label=”Hero” _builder_version=”3.19.16″ use_background_color_gradient=”on” background_color_gradient_start=”rgba(40,40,40,0.79)” background_color_gradient_end=”rgba(40,40,40,0.86)” background_color_gradient_type=”radial” background_color_gradient_direction_radial=”top left” background_color_gradient_overlays_image=”on” background_image=”http:\/\/www.stocktoneller.com\/dbe\/wp-content\/uploads\/2019\/02\/UNI-250.jpg” custom_margin=”||||false” custom_padding=”6vw||6vw||true|false”][et_pb_row _builder_version=”3.9″][et_pb_column type=”4_4″ _builder_version=”3.8″][et_pb_text _builder_version=”3.9″ text_font=”||||||||” text_font_size_tablet=”14px” text_font_size_last_edited=”off|desktop” header_font=”Rubik|700|||||||” header_font_size=”64px” header_font_size_tablet=”44px” header_font_size_phone=”32px” header_font_size_last_edited=”on|phone” header_line_height=”1.1em” border_color_all=”#ffb400″ border_width_left=”10px” background_layout=”dark” max_width=”800px” custom_margin=”||0px|” custom_padding=”|||16px”] Our Services [\/et_pb_text][et_pb_text _builder_version=”3.9″ text_font=”||||||||” text_font_size=”22px” text_font_size_tablet=”18px” text_font_size_last_edited=”on|phone” text_line_height=”1.6em” header_font=”||||||||” background_layout=”dark” max_width=”800px” custom_margin=”|||” custom_padding=”20px||20px||true”] Construction Management (CM), Design\/Build and Rehabilitation of your […]<\/p>\n","protected":false},"author":2,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"_et_pb_use_builder":"on","_et_pb_old_content":"","footnotes":""},"class_list":["post-375","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/unitedutility.com\/dbe\/wp-json\/wp\/v2\/pages\/375","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/unitedutility.com\/dbe\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/unitedutility.com\/dbe\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/unitedutility.com\/dbe\/wp-json\/wp\/v2\/users\/2"}],"replies":[{"embeddable":true,"href":"https:\/\/unitedutility.com\/dbe\/wp-json\/wp\/v2\/comments?post=375"}],"version-history":[{"count":0,"href":"https:\/\/unitedutility.com\/dbe\/wp-json\/wp\/v2\/pages\/375\/revisions"}],"wp:attachment":[{"href":"https:\/\/unitedutility.com\/dbe\/wp-json\/wp\/v2\/media?parent=375"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}Client:<\/strong>\u00a0City of Winter Haven, FL<\/h3>\n
Project:<\/strong>\u00a0New Reclaimed WM, Master FM Replacement, & Pollard Road WTP: Phase I WM<\/h3>\n
<\/h4>\n
Client:<\/strong> City of Naples<\/h3>\n
Project:<\/strong> Naples Beach Restoration & Water Quality Improvement Project<\/h3>\n
<\/h4>\n
Client:<\/strong>\u00a0Investor-Owned Utility<\/h3>\n
Project:<\/strong> MV Solar Collection<\/h3>\n
<\/h4>\n
Client:<\/strong> City of Fort Lauderdale<\/h3>\n
Project:<\/strong> Bayshore Drive Intracoastal Force Main Crossing Design-Build<\/h3>\n
<\/h4>\n
Client:<\/strong> City of Fort Lauderdale<\/h3>\n
Project:<\/strong> Emergency Redundant 48-inch Force Main Replacement Progressive Design-Build<\/h3>\n
<\/h4>\n
Client:<\/strong>\u00a0Richmond Hill, GA<\/h3>\n
Project:<\/strong> 16-inch Force Main<\/h3>\n
<\/h4>\n
Client:<\/strong>\u00a0Investor-Owned Utility<\/h3>\n
Project:<\/strong> UG Feeder #8<\/h3>\n
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Client:<\/strong> JEA<\/h3>\n
Project:<\/strong> T-Line to Busch Drive Transmission Force Main<\/h3>\n
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Client:<\/strong>\u00a0Miami-Dade County \/ David Mancini & Sons, Inc.<\/span><\/h3>\n
Project:<\/strong> Port of Miami Dual 30\u201d Water Mains<\/span><\/h3>\n
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Client:\u00a0<\/strong>Layne Heavy Civil \/ City of Boynton Beach<\/h3>\n
Project:<\/strong> Boynton Raw Water Main Interconnect Section C<\/h3>\n
<\/h4>\n