Gsi plans to drill 5 soil test borings to confirm soil strength with a hollow-stem auger equipped with a split spoon sampler for the spt n-value tests down to a maximum depth of feet below existing grades. All borings will be drilled to the maximum depth or auger refusal whichever occurs first. The bore holes dimension will be 3. 25 inches and shall be grouted upon completion. See our attached work plan.

Plumbing and gas

Proposed footing and foundation-to-grade permit for mixed use structure, which is being constructed pursuant to the approved gateway market pud zc case# 06-40c. The scope of this permit is for the footings, foundation, and below-garde elements of the project, as further detailed on the accompanying drawings. All quantities listed on this permit application refer to the foundation-to-grade scope only. Details of the entire project can be found on the accompanying drawings. The excavation & shoring and above-grade portion of the project will be the subject of subsequent permit applications. This permit will be reviewed under the third party review program.

Advance a total of 23 soil borings for the purpose of post excavation confirmatory sampling as per the vrap approved on june 16, 2015. The borings will be used to collect soils samples and following boring completion, the borings will be abandoned using a hydrated bentonite slurry, 2 pounds powdered bentonite to 1 pound water placed progressively at the bottom of the boring with a tremmie pipe to the surface. Ecs will abandon two monitoring wells located within the property. The monitoring wells will be abandoned by making an attempted to remove the 2-inch pvc from the ground. If the pvc cannot be removed, a tool will be inserted into the well to rip the pvc to ensure that the well casing and screen are filled with the grout material. After the pvc has either been removed or ripped, the previously detailed hydrated bentonite slurry will be placed progressively at the bottom of the wells with a tremmie pipe to the surface. Any waste material generated pvc, well cover, etc will be dispos

Ecs will abandon two monitoring wells located within the property. The monitoring wells will be abandoned by making an attempted to remove the 2-inch pvc from the ground. If the pvc cannot be removed, a tool will be inserted into the well to rip the pvc to ensure that the well casing and screen are filled with the grout material. After the pvc has either been removed or ripped, the previously detailed hydrated bentonite slurry will be placed progressively at the bottom of the wells with a tremmie pipe to the surface. Any waste material generated pvc, well cover, etc will be disposed of appropriately.

Sheeting and shoring permit for mixed use structure, which is being constructed pursuant to the approved gateway market pud zc case # 06-40-c. The scope of this permit is for excavation and support of excavation, as further detailed on the accompanying drawings. All quantities listed on this permit application refer to the excavation and sheeting and shoring only. The footing and foundation to grade permit for the project has been previously submitted to dcra, tracking number fd150042. The above-grade portion of the project will be the subject of subsequent building permit application.

Contractor to install underground water and sewer utilities - existing permit pa114710. From 12/11/15 thru 12/24/15.

Plumbing and gas

This supplemental permit was issued online. Use the online permit view application on dcra intranet to view the details and print a copy of the permit. Alternatively, you can copy and paste the following url into an internet browser. Https:/ospi. Dcra. Dc. Gov/ospi/printpermit. Aspx? Param=zi8iggjeild%2fx4v7wc1lllcjmgatg2s%2f

6 soil borings, including 3 monitoring wells, will be advanced with a hollow stem auger drilling rig. Borings will go to 45 feet below grade and will be approx. 6 inches diameter. Soil borings will be abandoned by filling the hole with bentonite powder and water using a 2 to 1 ratio mix.

Installation of eight 3-inch diameter geoprobe soil borings for environmental due diligence. Soil borings will be installed to depths of approximately feet below grade.

Gsi plans to drill five soil test borings to confirm soil strength with a hollow-stem auger equipped with a split spoon sampler for the spt n-value tests. Two soil test borings will be drilled to a maximum depth of feet and three will be drilled to a maximum depth of feet below existing grades. All boring will be drilled to the maximum depth or auger refusal whichever occurs first. The bore holes dimensions will be 3. 25 inches and shall be grouted upon completion. See attached work plan.

Plumbing and gas

Installation of eight 3-inch diameter geoprobe soil borings for environmental due diligence. Soil borings will be installed to depths of approximately feet below grade.

Plumbing and gas

Contractor to install underground water and sewer utilities. Under existing excavation permit pa114710-r2. Dates 4/7/16 thru 04/22/16

Proposed above grade building permit for mixed use structure, which is being constructed pursuant to the approved gateway market pud zc case #06-40c. The scope of this permit is for the construction of the above-grade elements of the project, as further detailed on the accompanying drawings. All quantities listed on this permit application refer to the above-grade portion only. The excavation and sheeting &shoring portions of the project are being processed under the following dcra applications: sh15000 and fd1500042. This permit is being processed under the dcra third party review program.

Due diligence investigation. Installation of 3-inch diameter geoprobe direct-push soil borings to depths of feet below grade. All ten of the borings will be completed as temporary piezometers using 1-inch diameter pvc pipe. Borings/temporary piezometers will be open no longer than 24 hours and will be abandoned on the same day as drilling by tremi-grouting, using a 2 pounds bentonite to 1 gallon of water slurry, per doee regulations. Idw will be properly managed.

Plumbing and gas

Electrical

Gsi plans to drill five soil test borings to confirm soil strength with a hollow-stem auger equipped with a split spoon sampler for the spt n-value tests. Two soil test borings will be drilled to a maximum depth of feet and three will be drilled to a maximum depth of feet below existing grades. All boring will be drilled to the maximum depth or auger refusal whichever occurs first. The bore holes dimensions will be 3. 25 inches and shall be grouted upon completion. See attached work plan.

6 soil borings, including 3 monitoring wells, will be advanced with a hollow stem auger drilling rig. Borings will go to 45 feet below grade and will be approx. 6 inches diameter. Soil borings will be abandoned by filling the hole with bentonite powder and water using a 2 to 1 ratio mix.

Installation of eight 3-inch diameter geoprobe soil borings for environmental due diligence. Soil borings will be installed to depths of approximately feet below grade.

Gsi plans to drill 5 soil test borings to confirm soil strength with a hollow-stem auger equipped with a split spoon sampler for the spt n-value tests down to a maximum depth of feet below existing grades. All borings will be drilled to the maximum depth or auger refusal whichever occurs first. The bore holes dimension will be 3. 25 inches and shall be grouted upon completion. See our attached work plan.

Plumbing and gas

Proposed footing and foundation-to-grade permit for mixed use structure, which is being constructed pursuant to the approved gateway market pud zc case# 06-40c. The scope of this permit is for the footings, foundation, and below-garde elements of the project, as further detailed on the accompanying drawings. All quantities listed on this permit application refer to the foundation-to-grade scope only. Details of the entire project can be found on the accompanying drawings. The excavation & shoring and above-grade portion of the project will be the subject of subsequent permit applications. This permit will be reviewed under the third party review program.

Contractor to install underground water and sewer utilities under existing permit pa114710.

Contractor to install underground water and sewer utilities - existing permit pa114710. From 12 11 15 thru 12 24 15.

Ecs will abandon two monitoring wells located within the property. The monitoring wells will be abandoned by making an attempted to remove the 2-inch pvc from the ground. If the pvc cannot be removed, a tool will be inserted into the well to rip the pvc to ensure that the well casing and screen are filled with the grout material. After the pvc has either been removed or ripped, the previously detailed hydrated bentonite slurry will be placed progressively at the bottom of the wells with a tremmie pipe to the surface. Any waste material generated pvc, well cover, etc will be disposed of appropriately.

Advance a total of 23 soil borings for the purpose of post excavation confirmatory sampling as per the vrap approved on june 16, 2015. The borings will be used to collect soils samples and following boring completion, the borings will be abandoned using a hydrated bentonite slurry, 2 pounds powdered bentonite to 1 pound water placed progressively at the bottom of the boring with a tremmie pipe to the surface. Ecs will abandon two monitoring wells located within the property. The monitoring wells will be abandoned by making an attempted to remove the 2-inch pvc from the ground. If the pvc cannot be removed, a tool will be inserted into the well to rip the pvc to ensure that the well casing and screen are filled with the grout material. After the pvc has either been removed or ripped, the previously detailed hydrated bentonite slurry will be placed progressively at the bottom of the wells with a tremmie pipe to the surface. Any waste material generated pvc, well cover, etc will be dispos

A hollow stem auger will install 21 temporary dewatering wells to a depth of feet. At depth, a 4 inch flush joint threaded well assembly will be set and select filter placed. Into each well will be installed a 1 hp turbine submersible pump. Effluent will be directed through a common manifold to a bst and discharged to the accepted location. The current property is empty and will become residential, retail and parking.

Erect tower crane on private property

Sheeting and shoring permit for mixed use structure, which is being constructed pursuant to the approved gateway market pud zc case # 06-40-c. The scope of this permit is for excavation and support of excavation, as further detailed on the accompanying drawings. All quantities listed on this permit application refer to the excavation and sheeting and shoring only. The footing and foundation to grade permit for the project has been previously submitted to dcra, tracking number fd150042. The above-grade portion of the project will be the subject of subsequent building permit application.

Mechanical

Proposed above grade building permit for mixed use structure, which is being constructed pursuant to the approved gateway market pud zc case #06-40c. The scope of this permit is for the construction of the above-grade elements of the project, as further detailed on the accompanying drawings. All quantities listed on this permit application refer to the above-grade portion only. The excavation and sheeting &shoring portions of the project are being processed under the following dcra applications: sh15000 and fd1500042. This permit is being processed under the dcra third party review program.

Contractor to install underground water and sewer utilities. Under existing excavation permit pa114710-r2. Dates 4 7 16 thru 04 22 16

Due diligence investigation. Installation of 3-inch diameter geoprobe direct-push soil borings to depths of feet below grade. All ten of the borings will be completed as temporary piezometers using 1-inch diameter pvc pipe. Borings temporary piezometers will be open no longer than 24 hours and will be abandoned on the same day as drilling by tremi-grouting, using a 2 pounds bentonite to 1 gallon of water slurry, per doee regulations. Idw will be properly managed.

Type of elevator : two (2) electric steel center passenger( landings- 4 front 6 rear, 3500# capacity, 3 fpm)

Electrical

Plumbing and gas

Plumbing and gas

Plumbing and gas

Plumbing and gas

Foundation-to-grade with related excavation and under slab plumbing under this submission.

Shell space landlord works in existing building. New store front, window, doors and stairs in existing opening w faade work to match existing storefront exterior. Work is also to include electrical rough in and stairs for mezzanine.

Revision to building permit b1507433. Plan revisions include interior alterations approved by ceca llc

Onw story commercial building burger king

An afterhours permit is respectfully requested from 6am to 7pm saturday

Early morning deliveries. And early morning loading of dump trucks so that trucks can get out onto florida avenue before the 7am rush hour traffic.

Work on monday, april 17th emanicipation day. Work will include installation of sheeting and shoring, and removal & disposal of soil.

Sheeting and shoring with related excavation under this submission.

Type of elevator: one (1) hydro steel core passenger (2 floor).

Type of elevator: one (1) hydraulic steel core passenger (3 floor) .

Type of elevator: one (1) hydro steel core passenger (3 floor)

Contractor to install underground water and sewer utilities - existing permit pa114710. Dates from 1/20/16 thru 2/22/16.

Contractor to install underground water and sewer utilities under existing permit #pa114710-r2. Dates 2/26/16 thru 3/26/16.

Using mobile crane to assemble tower crane at 3 florida ave ne project site. This must be done outside 7am-7pm work hours because it is a 16 hour continuous operation.

Will use mobile crane to erect tower crane at construction site

After hours permit for early morning deliveries and trucking. No noise. Deliveries and trucking only starting at 6am (monday through saturday).

Erecting tower crane to assist in construction of new 13 story apartment building.

Plumbing and gas

This supplemental permit was issued online. Use the online permit view application on dcra intranet to view the details and print a copy of the permit. Alternatively, you can copy and paste the following url into an internet browser. Https:/ospi. Dcra. Dc. Gov/ospi/printpermit. Aspx? Param=zi8iggjeild%2fx4v7wc1lllcjmgatg2s%2f

This supplemental permit was issued online. Use the online permit view application on dcra intranet to view the details and print a copy of the permit. Alternatively, you can copy and paste the following url into an internet browser. Https:/ospi. Dcra. Dc. Gov/ospi/printpermit. Aspx? Param=zi8iggjeildlmohs9cd27sjcpb%2ff84bd