Content | Date | Cost | Contractor Rank | Address | Contractor |
---|---|---|---|---|---|
Gsi plans to drill 4 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 15 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. Date: May 7, 2014 Client: Tim Clarke - Kettler | Applicant: Samir Alqutri - Geotechnical Solutions, Inc. | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1400281 | |||||
Installation of ten 3-inch diameter direct-push geoprobe soil borings to depths ranging up to 16 feet below grade. A majority of the borings will be installed in the bottom level of the parking garage. Date: February 25, 2014 Applicant: 1711 Florida Ave Property Llc; Ecc, Inc. | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1400155 | |||||
SCORE 56 Proposed installation of soil erosion control methods and storm water management facilities for future site development of a private apartment building. Date: March 24, 2015 Client: Kj Florida Avenue Property Avenue Property, Llc | Permit type: Civil plans | Permit status: Permit issued | Permit id: Bciv1400137 | |||||
SCORE 56 Proposed sheeting and shoring for the expansion of the existing parking garage. Maintain existing foundation for future above grade multifamily structure. Date: August 20, 2015 Contractor: Andrew Willingham Bohler Dc Llc Permit type: Sheeting and shoring | Permit status: Permit issued | Permit id: Sh1500027 | |||||
SCORE 96 Plumbing and gas Date: May 19, 2015 Contractor: Daniel M. Narh Client: Kj Florida Avenue Property Llc | Permit status: Permit issued | Permit id: P1505942 | |||||
SCORE 93 Removal of one 50-gallon, three 1,100-gallon, and two 550-gallon gasoline underground storage tanks encountered during excavation for site redevelopment activities. Date: December 3, 2015 Contractor: Ecc Inc Client: Kj Florida Avenue Property Llc Co Kettler, Inc. | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Ut1600011 | |||||
SCORE 72 Gsi plans to drill 4 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 15 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. Date: May 7, 2014 Contractor: Samir Alqutri Geotechnical Solutions Inc Client: Tim Clarke - Kettler | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1400281 | |||||
SCORE 56 Installation of ten 3-inch diameter direct-push geoprobe soil borings to depths ranging up to 16 feet below grade. A majority of the borings will be installed in the bottom level of the parking garage. Date: February 25, 2014 Contractor: 1711 Florida Ave Property Llc Ecc Inc Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1400155 | |||||
SCORE 56 Installation of ten 3-inch diameter direct-push geoprobe soil borings to depths ranging up to 16 feet below grade. A majority of the borings will be installed in the bottom level of the parking garage. Date: February 25, 2014 Contractor: 1711 Florida Ave Property Llc; Ecc Inc Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1400155 | |||||
SCORE 56 Installation of ten 3-inch diameter direct-push geoprobe soil borings to depths ranging up to 16 feet below grade. A majority of the borings will be installed in the bottom level of the parking garage. Date: February 25, 2014 Contractor: 1711 Florida Ave Property Llc; Ecc, Inc Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1400155 | |||||
SCORE 72 Gsi plans to drill 4 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 15 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. Date: May 7, 2014 Contractor: Samir Alqutri Geotechnical Solutions, Inc Client: Tim Clarke - Kettler | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1400281 | |||||
SCORE 56 Proposed installation of soil erosion control methods and storm water management facilities for future site development of a private apartment building. Date: March 24, 2015 Client: Kj Florida Avenue Property Avenue Property, Llc | Permit type: Civil plans | Permit status: Permit issued | Permit id: Bciv1400137 | |||||
SCORE 89 Removal of one 50-gallon, three 1,100-gallon, and two 550-gallon gasoline underground storage tanks encountered during excavation for site redevelopment activities. Date: December 3, 2015 Contractor: Ecc, Inc Client: Kj Florida Avenue Property Llc C O Kettler, Inc. | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Ut1600011 | |||||
SCORE 56 Proposed sheeting and shoring for the expansion of the existing parking garage. Maintain existing foundation for future above grade multifamily structure. Date: August 20, 2015 Contractor: Andrew Willingham, Bohler Dc Llc Permit type: Sheeting and shoring | Permit status: Permit issued | Permit id: Sh1500027 | |||||
SCORE 96 Plumbing and gas Date: May 19, 2015 Contractor: Daniel M. Narh Client: Kj Florida Avenue Property Llc | Permit status: Permit issued | Permit id: P1505942 | |||||
SCORE 98 Excavation, catch basins, fire hydrants, manhole installation, water lateral connect over 2 inch pope, storm lateral connect to 4 inch trench, water meter manhole over 2 inch pipe Date: April 4, 2017 Contractor: Anchor Construction Client: Anchor Construction | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Ah1700645 |