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Home My WebLink About3318 185th Pl Ne Garage 8_BLD1872_2025 Concrete Inspection & Compressive Strength Test Report PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: CB055 PERMIT #: 1866,1867, 1868,1869, 1870, 1872 DATE: 7/9/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Placement Location: Garage 2, 3 and 5: Continuous Stem Walls/Garage 4, 6, 8 and the Bus Stop Structure - Continuous Footings Sample Location: Stem Walls, First Truck End of Chute Field Data: Eq. No. Supplier Miles Sand and Gravel Company Slump, in. (C143) 6.50 19 Mix # 0260AC Air Content, % (C231) NT Mix Description 6SK. 7/8" Pea Gravel, WRA, AEA, 1% NC Unit Weight, pcf (C138) NT Truck/Ticket # CO69 / 616755 Air/Mix Temp.,Â°F (C1064) 72 / 70 TM06 Strength Required 3000 psi at 28 days Field Cure Temperature, Â°F NT TM06 Quantity Placed, cy 35 Cure Method - Initial / Final Container / Water Tank Time Batched 11:03 am Water Added on Job, gals 8 Time Sampled 12:12 pm Water Requested by Contractor Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 98587 7 07-16 46110 3.99 12.50 3690 TYPE 2: 98588 28 08-06 60460 4.00 12.57 4810 TYPE 2: 98589 28 08-06 56920 4.00 12.57 4530 TYPE 2: 98590 28 08-06 58520 4.00 12.57 4660 TYPE 2: 98591 Hold 00-00 0 0.00 0.00 0 Reinforcement Inspection Yes n/a: not applicable Specimen Size 4" X 8" Reinforcement Conforms Yes n/t: not tested Test Reference ASTM C31/C39/C1231 Comments: GeoTest was on site as requested to inspect the placement of concrete at locations mentioned above. The reinforcing steel was in place in accordance with the structural drawings. The concrete was placed using a boom pump and was mechanically consolidated COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 6 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. The above test results relate to the sample (or location) tested. Concrete Inspection & Compressive Strength Test Report PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: CB055 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 Concrete Inspection & Compressive Strength Test Report PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: CB063 PERMIT #: 1871, 1872, 1873 DATE: 9/10/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 3 CONTRACTOR: Exxel Pacific INSPECTOR: John Silk Placement Location: Garages 7, 8 and 9 Footings Sample Location: 1st Truck Mid-load Taken at Hopper at 10 Cubic Yards Field Data: Eq. No. Supplier Miles Sand and Gravel Company Slump, in. (C143) 4.25 Mix # 2550C Air Content, % (C231) NA Mix Description 5.5 Sack, Poly Unit Weight, pcf (C138) NT Truck/Ticket # C142 / 617965 Air/Mix Temp.,Â°F (C1064) 63 / 77 Strength Required 4000 psi at 28 days Field Cure Temperature, Â°F 60-78 Quantity Placed, cy 10 of 23 Cure Method - Initial / Final Container / Moist Room Time Batched 11:52 am Water Added on Job, gals 15 Time Sampled 12:55 pm Water Requested by Contractor Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 355 7 09-17 62390 4.01 12.63 4940 TYPE 3: 356 28 10-08 0 0.00 0.00 0 357 28 10-08 0 0.00 0.00 0 358 28 10-08 0 0.00 0.00 0 359 Hold 00-00 0 0.00 0.00 0 Reinforcement Inspection Yes n/a: not applicable Specimen Size 4" X 8" Reinforcement Conforms Yes n/t: not tested Test Reference ASTM C31/C39/C1231 Comments: GeoTest on site for inspection of the garage footings referenced above. Concrete was placed via boom pump truck and mechanically consolidated with a high cycle vibrator. All elements inspected were in conformance with approved drawings. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 6 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. The above test results relate to the sample (or location) tested. Concrete Inspection & Compressive Strength Test Report PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: CB063 CONTRACTOR: Exxel Pacific PAGE #: 2 of 3 Concrete Inspection & Compressive Strength Test Report PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: CB063 CONTRACTOR: Exxel Pacific PAGE #: 3 of 3 Concrete Inspection & Compressive Strength Test Report PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: CB063 PERMIT #: 1871, 1872, 1873 DATE: 9/10/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 3 CONTRACTOR: Exxel Pacific INSPECTOR: John Silk Placement Location: Garages 7, 8 and 9 Footings Sample Location: 1st Truck Mid-load Taken at Hopper at 10 Cubic Yards Field Data: Eq. No. Supplier Miles Sand and Gravel Company Slump, in. (C143) 4.25 Mix # 2550C Air Content, % (C231) NA Mix Description 5.5 Sack, Poly Unit Weight, pcf (C138) NT Truck/Ticket # C142 / 617965 Air/Mix Temp.,Â°F (C1064) 63 / 77 Strength Required 4000 psi at 28 days Field Cure Temperature, Â°F 60-78 Quantity Placed, cy 10 of 23 Cure Method - Initial / Final Container / Moist Room Time Batched 11:52 am Water Added on Job, gals 15 Time Sampled 12:55 pm Water Requested by Contractor Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 355 7 09-17 62390 4.01 12.63 4940 TYPE 3: 356 28 10-08 75890 4.01 12.63 6010 TYPE 2: 357 28 10-08 77280 4.01 12.63 6120 TYPE 2: 358 28 10-08 76730 4.01 12.63 6080 TYPE 3: 359 Hold 00-00 0 0.00 0.00 0 Reinforcement Inspection Yes n/a: not applicable Specimen Size 4" X 8" Reinforcement Conforms Yes n/t: not tested Test Reference ASTM C31/C39/C1231 Comments: GeoTest on site for inspection of the garage footings referenced above. Concrete was placed via boom pump truck and mechanically consolidated with a high cycle vibrator. All elements inspected were in conformance with approved drawings. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 6 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. The above test results relate to the sample (or location) tested. Concrete Inspection & Compressive Strength Test Report PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: CB063 CONTRACTOR: Exxel Pacific PAGE #: 2 of 3 Concrete Inspection & Compressive Strength Test Report PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: CB063 CONTRACTOR: Exxel Pacific PAGE #: 3 of 3 Concrete Inspection & Compressive Strength Test Report PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: CB064 PERMIT #: 1871, 1872, 1873 DATE: 9/13/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Placement Location: Stem Walls at Garage 7, 8 and 9 Sample Location: Garage 7 and 8, Sampled at end of Mixer Chute Field Data: Eq. No. Supplier Miles Sand and Gravel Company Slump, in. (C143) 6.50 19 Mix # 02550C Air Content, % (C231) NT Mix Description 5.5sk. 7/8", Pea. WRA Unit Weight, pcf (C138) NT Truck/Ticket # CO11 / 618088 Air/Mix Temp.,Â°F (C1064) 70 / 74 TM06 Strength Required 3000 psi at 28 days Field Cure Temperature, Â°F 49/67 TM06 Quantity Placed, cy 20 Cure Method - Initial / Final Container / Water Tank Time Batched 1:58 A.M Water Added on Job, gals 15 Time Sampled 2:40 P.M Water Requested by Contractor Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 591 7 09-20 47420 4.00 12.57 3770 TYPE 3: 592 28 10-11 62780 4.00 12.57 4990 TYPE 2: 593 28 10-11 63360 4.00 12.57 5040 TYPE 2: 594 28 10-11 63170 4.00 12.57 5030 TYPE 2: 595 Hold 00-00 0 0.00 0.00 0 Reinforcement Inspection Yes n/a: not applicable Specimen Size 4" X 8" Reinforcement Conforms Yes n/t: not tested Test Reference ASTM C31/C39/C1231 Comments: GeoTest was on site as requested to inspect the concrete placement at the above locations. The reinforcing steel was in place in accordance with the project drawings. The concrete was placed using a boom pump and was mechanically consolidated. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 6 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. The above test results relate to the sample (or location) tested. Concrete Inspection & Compressive Strength Test Report PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: CB064 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 Concrete Inspection & Compressive Strength Test Report PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: CB067 PERMIT #: 1871, 1872, 1873 DATE: 9/24/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Placement Location: Interior Slabs on Grade at Garages 7, 8 and 9 Sample Location: Load 1, Placed at Garage 7 Field Data: Eq. No. Supplier Miles Sand and Gravel Company Slump, in. (C143) 5.50 19 Mix # 02550C Air Content, % (C231) NT Mix Description 5.5sk. 7/8", Pea, WRA Unit Weight, pcf (C138) NT Truck/Ticket # C145 / 618291 Air/Mix Temp.,Â°F (C1064) 56 / 67 TM08 Strength Required 3000 psi at 28 days Field Cure Temperature, Â°F NT Quantity Placed, cy 44 Cure Method - Initial / Final Container / Water Tank Time Batched 6:35 A.M Water Added on Job, gals 7 Time Sampled 7:10 A.M Water Requested by Contractor Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 1061 7 10-01 61340 4.00 12.57 4880 TYPE 3: 1062 28 10-22 0 0.00 0.00 0 1063 28 10-22 0 0.00 0.00 0 1064 28 10-22 0 0.00 0.00 0 1065 Hold 00-00 0 0.00 0.00 0 Reinforcement Inspection Yes n/a: not applicable Specimen Size 4" X 8" Reinforcement Conforms Yes n/t: not tested Test Reference ASTM C31/C39/C1231 Comments: GeoTest was on site as requested to inspect the concrete placement at the locations mentioned above. The placement of the reinforcing steel and the concrete was found to be in accordance with the projectâ€™s drawings. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 6 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. The above test results relate to the sample (or location) tested. Concrete Inspection & Compressive Strength Test Report PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: CB067 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 Photo shows the contractor placing the concrete at garage seven. Concrete Inspection & Compressive Strength Test Report PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: CB067 PERMIT #: 1871, 1872, 1873 DATE: 9/24/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Placement Location: Interior Slabs on Grade at Garages 7, 8 and 9 Sample Location: Load 1, Placed at Garage 7 Field Data: Eq. No. Supplier Miles Sand and Gravel Company Slump, in. (C143) 5.50 19 Mix # 02550C Air Content, % (C231) NT Mix Description 5.5sk. 7/8", Pea, WRA Unit Weight, pcf (C138) NT Truck/Ticket # C145 / 618291 Air/Mix Temp.,Â°F (C1064) 56 / 67 TM08 Strength Required 3000 psi at 28 days Field Cure Temperature, Â°F NT Quantity Placed, cy 44 Cure Method - Initial / Final Container / Water Tank Time Batched 6:35 A.M Water Added on Job, gals 7 Time Sampled 7:10 A.M Water Requested by Contractor Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 1061 7 10-01 61340 4.00 12.57 4880 TYPE 3: 1062 28 10-22 72040 4.01 12.63 5700 TYPE 2: 1063 28 10-22 73680 4.01 12.63 5830 TYPE 2: 1064 28 10-22 73780 4.01 12.63 5840 TYPE 2: 1065 Hold 00-00 0 0.00 0.00 0 Reinforcement Inspection Yes n/a: not applicable Specimen Size 4" X 8" Reinforcement Conforms Yes n/t: not tested Test Reference ASTM C31/C39/C1231 Comments: GeoTest was on site as requested to inspect the concrete placement at the locations mentioned above. The placement of the reinforcing steel and the concrete was found to be in accordance with the projectâ€™s drawings. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 6 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. The above test results relate to the sample (or location) tested. Concrete Inspection & Compressive Strength Test Report PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: CB067 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 Photo shows the contractor placing the concrete at garage seven. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: LF091 PERMIT #: 1871, 1872, 1873, 1881, 1882 DATE: 10/2/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Framing and Sheathing of Walls Garages 7, 8 and 9 Framing BBQ Enclosures Reference Drawings: Structural Drawings Items Inspected Comments Lumber grade, species, size Per Plan Structural panel grade and thickness, glue Rated Sheathing (Car Decking @ BBQ) Shear wall/diaphragm length, location Per Plan Panel edges bear on framing members Where Required Diaphragm chord, drag strut, braces and related Gable Ends and Interior Wall at the Garages , Bracing Per Plan Connection of blocking to wall top plates Yes at Garages Gypsum board with wood framing conforms 3" nom. framing in place, nails staggered where shown Foundation plates or sills on concrete are treated Yes at Garages Base-plate bolting complies Per SW Schedule Nail diameter, length, number of lines, spacing Per Plan Pneumatic or mechanically driven fasteners conform Nail heads driven flush Satisfactory Hold down, type, location HDU2 Holdowns at Garages Were In Place Per Plan Lag bolts/proper hole size Lag Bolts at BBQ Were Installed Earlier Cold-formed framing-proper size, gage, spacing Screw type, spacing, driven flush Cold-formed welding conforms (AWS D1.1 and D1.3) Other The above items were conforming Nonconforming Items (see below) Comments: GeoTest was on site as requested to inspect the above items. See the following page for additional comments. AMENDED 10/14/19: Please see LF093 for conforming reinspection. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 5 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: LF091 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 The contractor addressed all nonconforming items found prior to our leaving the site except for the missing flat blocking at both BBQ enclosures. The project's drawings show in addition to the vertical blocking shown in this photo flat blocking at the top of the beam is needed between each roof joist. The contractor was informed of this item. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: LF091 PERMIT #: 1871, 1872, 1873, 1881, 1882 DATE: 10/2/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Framing and Sheathing of Walls Garages 7, 8 and 9 Framing BBQ Enclosures Reference Drawings: Structural Drawings Items Inspected Comments Lumber grade, species, size Per Plan Structural panel grade and thickness, glue Rated Sheathing (Car Decking @ BBQ) Shear wall/diaphragm length, location Per Plan Panel edges bear on framing members Where Required Diaphragm chord, drag strut, braces and related Gable Ends and Interior Wall at the Garages , Bracing Per Plan Connection of blocking to wall top plates Yes at Garages Gypsum board with wood framing conforms 3" nom. framing in place, nails staggered where shown Foundation plates or sills on concrete are treated Yes at Garages Base-plate bolting complies Per SW Schedule Nail diameter, length, number of lines, spacing Per Plan Pneumatic or mechanically driven fasteners conform Nail heads driven flush Satisfactory Hold down, type, location HDU2 Holdowns at Garages Were In Place Per Plan Lag bolts/proper hole size Lag Bolts at BBQ Were Installed Earlier Cold-formed framing-proper size, gage, spacing Screw type, spacing, driven flush Cold-formed welding conforms (AWS D1.1 and D1.3) Other The above items were conforming Nonconforming Items (see below) Comments: GeoTest was on site as requested to inspect the above items. See the following page for additional comments. AMENDED 10/14/19: Please see LF093 for conforming reinspection. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 5 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: LF091 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 The contractor addressed all nonconforming items found prior to our leaving the site except for the missing flat blocking at both BBQ enclosures. The project's drawings show in addition to the vertical blocking shown in this photo flat blocking at the top of the beam is needed between each roof joist. The contractor was informed of this item. SPECIAL INSPECTION SUMMARY PROJECT: The Villas at Arlington â€“ Garage 8 JOB #: 18â€0760 ADDRESS: 18506 Smokey Point Blvd, Arlington, WA 98223 DATE: 10â€22â€2019 CLIENT: Villas at Arlington Partners LLLP PERMIT #: 1872 CONTRACTOR: Exxel Pacific PAGE: 1 of 1 This letter summarizes our special inspection and testing efforts for The Villas at Arlington â€“ Garage 8 project located in Arlington, Washington. GeoTestâ€™s services took place from October 9, 2018 through October 22, 2019. Our testing and inspections included the following scope of work: TEST/INSPECTION ITEM REFERENCE Concrete Break Reports CB055, CB063 & ï‚· Reinforced Concrete CB064 ï‚· Lateral Framing Lateral Framing Inspection Report LF091 All work requiring special inspection for the project to date has been completed. To the best of our knowledge the inspected work is in conformance with the approved project plans and specifications and the applicable workmanship provisions of the International Building Code. All related laboratory tests performed by GeoTest have met or exceeded the minimum test requirements. This is GeoTestâ€™s final special inspection and testing submittal for The Villas at Arlington â€“ Garage 8 project. If we can be of further assistance, please contact the undersigned. Copies: Villas at Arlington Partners LLLP Safe Built Charles Morgan and Associates LLC The Alliant Company City of Arlington Anderson, Brian Exxel Pacific Charles Morgan and Associates LLC Logan Senrud CG Engineering Technical Director This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. Permit #: 1872 Permit Date: 03/09/18 Permit Type: COMMERCIAL BUILDING Project Name: Villas at Arlington Applicant Name: Villas at Arlington, LLLP Applicant Address: 105 Cresent Bay Drive, Suite D Applicant, City, State, Zip: Laguna Beach, CA 92651 Contact: Carmel Gregory Phone: 425-778-8500 Email: carmelg@cgengineering.com Scope of Work: Garage for Multi-Family Development Valuation: 43020.00 Square Feet: 900 Number of Stories: 1 Construction Type: Occupancy Group: ID Code: Permit Issued: 11/01/2018 Permit Expires: Form Permit Type: Status: COMPLETE Assigned To: Kristin Foster Property Parcel # Address Legal Description Owner Name Owner Phone Zoning VILLAS AT 137 Multiple Family 31052000100800 3318 185TH PLACE NE ARLINGTON 101 - 200 Units Contractors Contractor Primary Contact Phone Address Contractor Type License License # 323A CONSTRUCTION EXXEL PACIFIC INC 360-734-2872 UBI 601 175 198 TELEGRAPH RD CONTRACTOR 323A CONSTRUCTION Labor and EXXEL PACIFIC INC 360-734-2872 EXXELPI073KN TELEGRAPH RD CONTRACTOR Industries Plan Reviews Date Review Type Description Assigned To Review Status COMMERCIAL 03/09/2018 BUILDING BUILDING Fees Fee Description Notes Amount Building Plan Review Table 4-2 $521.88 Building Plan Review Table 4-2 $16.11 Building Permit Table 4-1 $827.67 Processing/Technology $25.00 State Surcharge - Commercial Commercial Only $25.00 Total $1,415.66 Attached Letters Date Letter Description 09/20/2018 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 03/08/2018 Alliant Capital Ltd. 18506 Garage 8 Check #104500 Kristin Foster $521.88 10/11/2018 Fidelity National Title check #26379 Launa Black $893.78 Outstanding Balance $0.00 Uploaded Files Date File Name 03/06/2020 6358423-Villas Garage 8 C of O.pdf 03/06/2020 6328329-Garage 8 Final Inspection Report.pdf 11/01/2018 4145130-1872_Villas Building Permit.pdf 03/09/2018 3142047-Commercial Application - Garage 8.pdf