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Home My WebLink About3318 185th Pl Ne Bldg D_BLD1851_2025 ADHESIVE ANCHOR INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: AA009 PERMIT #: 1851 DATE: 4/22/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Epoxied Dowels for Interior Footing Tie-In w/Perimeter Footings Building D, All Interior/Exterior Footing Intersections Reference Drawing(s): RFI #7 Item(s) Inspected Comments Base Material Condition Dry Concrete, 5Âº Drill Bit Type Hilti Carbide Tip w/Vacuum Hole Diameter/Depth 3/4", 4-1/2" Hole Cleanliness Clean Anchor Spacing/Edge Distance Per Plan Anchor Type Grade 60 Deformed Reinforcing Steel Anchor Diameter/Length 5/8", 44" Anchor Embedment 4" Adhesive Type Hilti HY-200 R Adhesive Expiration Date 09/ 2019 Adhesive ICC-ES Report 3187 Other The above items were conforming Nonconforming Items (see below) Comments: GeoTest was on site as requested to inspect the installation of the above reinforcing steel dowels. The dowels at the locations listed on this report were found to be in conformance with the project structural drawings and were installed as recommended by the manufacturer published instructions. 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. ADHESIVE ANCHOR INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: AA009 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 The contractor had drilled and cleaned the holes in the perimeter foundation prior to applying the epoxy. ADHESIVE ANCHOR INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: AA019 PERMIT #: 1851, 1852, 1853, 1854, 1856 DATE: 8/19/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Epoxied Anchor Bolts for Holdowns Building D, E, F, G, J (Each End of Entry Party Walls) Reference Drawing(s): RFI #43, Structural Drawings Item(s) Inspected Comments Base Material Condition Fully Cured Concrete, 63Âº Drill Bit Type Drilled Prior Hole Diameter/Depth 3/4", 9" Hole Cleanliness Blown, Brushed & Blown Clean Anchor Spacing/Edge Distance NA Anchor Type Threaded Rod Anchor Diameter/Length 5/8", 14" Anchor Embedment 9" Adhesive Type Hilti Hit HY-200 R Adhesive Expiration Date 2/2020 Adhesive ICC-ES Report 3187 Other The above items were conforming Nonconforming Items (see below) Comments: GeoTest was on site as requested to inspect the installation of the anchor bolts. The contractor followed the manufacturerâ€™s published instructions. The anchors were found to conform with the RFI and with the project 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 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 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: LF078 PERMIT #: 1849, 1850, 1851, 1852, 1859, 1877, 1878 DATE: 8/26/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Gable Truss Reinforcing Sheathing for Roof Anchors Building B, C, D, E Shear Wall Sheathing (Sheathing in Progress) Building M, All Perimeter Shear Walls Wall Sheathing Garage #13 and #14, all Wall Locations Reference Drawings: Structural Drawings Items Inspected Comments Lumber grade, species, size Structural panel grade and thickness, glue Rated Sheathing, 15/32", Exp.1 Shear wall/diaphragm length, location Per Plan Panel edges bear on framing members All Walls Fully Blocked Diaphragm chord, drag strut, braces and related Connection of blocking to wall top plates Gypsum board with wood framing conforms 3" nom. framing in place, nails staggered where shown Yes and Yes Foundation plates or sills on concrete are treated Base-plate bolting complies Nail diameter, length, number of lines, spacing .148 X 2-1/4", Per Plan Pneumatic or mechanically driven fasteners conform Nail heads driven flush Satisfactory Hold down, type, location Lag bolts/proper hole size 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. The above items, (not in-progress) were found to be in conformance with the project drawings. A few locations were marked at building M for correction. 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. Concrete Inspection & Compressive Strength Test Report PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: CB015 PERMIT #: 1851, 1852 DATE: 3/28/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Joel Morder Placement Location: Building D Perimeter Footings and Plinth Footings, Building E Stem Walls and Plinth Bases Sample Location: Building D Footings, Truck Load 4, Middle of Batch Field Data: Eq. No. Supplier Miles Sand and Gravel Company Slump, in. (C143) 4.50 15 Mix # 02550C Air Content, % (C231) NT Mix Description 7/8" Aggregate Unit Weight, pcf (C138) NT Truck/Ticket # C084 / 219757 Air/Mix Temp.,Â°F (C1064) 59 / 58 JM4 Strength Required 4000 psi at 28 days Field Cure Temperature, Â°F 47/74 Quantity Placed, cy 80 Cure Method - Initial / Final Container / Water Tank Time Batched 10:43 AM Water Added on Job, gals 0 Time Sampled 11:20 AM Water Requested by Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 93804 7 04-04 65600 4.01 12.63 5190 TYPE 3: 93805 28 04-25 0 0.00 0.00 0 93806 28 04-25 0 0.00 0.00 0 93807 28 04-25 0 0.00 0.00 0 93808 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 above-referenced items. Reinforcing steel was reviewed in accordance with structural drawings. Placement of concrete was done by pump and consolidated through mechanical vibration. All items inspected were in conformance with approved plans and 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 4 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 #: CB015 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 Placement and Consolidation of Concrete in Progress Concrete Inspection & Compressive Strength Test Report PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: CB018 PERMIT #: 1851, 1853 DATE: 4/3/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Joel Morder Placement Location: Building D Stem Walls and Plinth Bases, Building F Perimeter and Plinth Footings Sample Location: Building F Plinth Bases Field Data: Eq. No. Supplier Miles Sand and Gravel Company Slump, in. (C143) 5.00 15 Mix # 02550C Air Content, % (C231) NT Mix Description 7/8" Aggregate Unit Weight, pcf (C138) NT Truck/Ticket # C141 / 220086 Air/Mix Temp.,Â°F (C1064) 58 / 60 JM5 Strength Required 3000 psi at 28 days Field Cure Temperature, Â°F Quantity Placed, cy 80 Cure Method - Initial / Final Container / Water Tank Time Batched 9:20 AM Water Added on Job, gals 0 Time Sampled 9:40 AM Water Requested by Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 93984 7 04-10 59820 4.02 12.69 4710 TYPE 2: 93985 28 05-01 77500 4.00 12.57 6170 TYPE 2: 93986 28 05-01 77370 4.00 12.57 6160 TYPE 2: 93987 28 05-01 78730 4.00 12.57 6260 TYPE 2: 93988 30 05-03 73590 4.01 12.63 5830 TYPE 2: 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 for inspection of the items referenced above. Reinforcing steel was reviewed per schedule on S3.1 for the footings, 7/S4.1 for the stem walls and 12/S4.1 for the plinths. Concrete was placed via pump and was consolidated through mechanical vibration. All items inspected were in conformance with the approved plans and 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 #: CB018 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 Concrete Placement and Consolidation in Progress Concrete Inspection & Compressive Strength Test Report PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: CB028 PERMIT #: BLDG 1851 DATE: 4/26/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Tristan Coragiulo Placement Location: Building D Exterior Slabs on Grade Sample Location: First Truck, Directly From Chute, Mid-Pour, Western Exterior Slabs Field Data: Eq. No. Supplier Miles Sand and Gravel Company Slump, in. (C143) 5.50 9 Mix # 0260A6C Air Content, % (C231) 4.0 1 Mix Description 6 Sack, 7/8" agg, pea agg, MBAE 90, MB Poly 997 Unit Weight, pcf (C138) NT Truck/Ticket # C116 / 615870 Air/Mix Temp.,Â°F (C1064) 47 / 63 TC5 Strength Required 3000 psi at 28 days Field Cure Temperature, Â°F 40/72 Quantity Placed, cy 30 Cure Method - Initial / Final Container / Water Tank Time Batched 7:15 AM Water Added on Job, gals 0 Time Sampled 8:00 AM Water Requested by Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 95107 7 05-03 68260 4.01 12.63 5400 TYPE 3: Exterior 95108 28 05-24 76430 4.00 12.57 6080 TYPE 2: Exterior 95109 28 05-24 77160 4.00 12.57 6140 TYPE 2: Exterior 95110 28 05-24 75490 4.00 12.57 6010 TYPE 2: Exterior 95111 Hold 00-00 0 0.00 0.00 0 Exterior Reinforcement Inspection NT n/a: not applicable Specimen Size 4" X 8" Reinforcement Conforms NT n/t: not tested Test Reference ASTM C31/C39/C1231 Comments: GeoTest was on site as requested to provide concrete placement observation, inspection, and testing services. Concrete was placed via pump truck and was hand finished. For reinforcement inspection, please refer to report IR011. GeoTest will return for further observation and inspection as requested. 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 #: CB028 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 Figure 1. The placement and hand finishing process of exterior slabs on grade (looking northwest). Concrete Inspection & Compressive Strength Test Report PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: CB029 PERMIT #: BLDG 1851 DATE: 4/26/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Tristan Coragiulo Placement Location: Building D Interior Slab on Grade Sample Location: First Truck, Mid-Pour, Directly from Chute, Western Interior Slab Field Data: Eq. No. Supplier Miles Sand and Gravel Company Slump, in. (C143) 6.50 9 Mix # 02550C Air Content, % (C231) NT Mix Description 5.5 Sack, 7/8" agg, pea agg, MB Poly 997, MB NC 534 Unit Weight, pcf (C138) NT Truck/Ticket # C060 / 615873 Air/Mix Temp.,Â°F (C1064) 50 / 60 TC5 Strength Required 3000 psi at 28 days Field Cure Temperature, Â°F NA Quantity Placed, cy 115 Cure Method - Initial / Final Container / Water Tank Time Batched 7:55 AM Water Added on Job, gals 17 Time Sampled 8:50 AM Water Requested by Contractor Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 95112 7 05-03 48270 4.01 12.63 3820 TYPE 3: Interior 95113 28 05-24 63310 4.00 12.57 5040 TYPE 2: Interior 95114 28 05-24 59590 4.00 12.57 4740 TYPE 2: Interior 95115 28 05-24 61560 4.00 12.57 4900 TYPE 3: Interior 95116 Hold 00-00 0 0.00 0.00 0 Interior Reinforcement Inspection NT n/a: not applicable Specimen Size 4" X 8" Reinforcement Conforms NT n/t: not tested Test Reference ASTM C31/C39/C1231 Comments: GeoTest was on site as requested to provide concrete placement observation, inspection, and testing services. Concrete was placed via pump truck and hand finished. For reinforcement inspection, please refer to report IR011. GeoTest will return for further observation and inspection as requested. 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 #: CB029 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 Figure 1. The placement and hand finishing process of interior slab on grade concrete (looking northeast). Concrete Inspection & Compressive Strength Test Report PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: CB056 PERMIT #: 1853, 1851, 1883 DATE: 7/12/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Joel Morder Placement Location: Garage 6, Garage 4, and Bus Stop Stem Walls Sample Location: Garage 6, First Load, Middle of the Batch Field Data: Eq. No. Supplier Miles Sand and Gravel Company Slump, in. (C143) 6.00 15 Mix # 02550C Air Content, % (C231) NT Mix Description 7/8" Agg, 5.5 Sack Unit Weight, pcf (C138) NT Truck/Ticket # C011 / 124192 Air/Mix Temp.,Â°F (C1064) 73 / 74 JM3 Strength Required 4000 psi at 28 days Field Cure Temperature, Â°F NT Quantity Placed, cy 20 Cure Method - Initial / Final Container / Water Tank Time Batched 1:13 PM Water Added on Job, gals 10 Time Sampled 2:10 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) 98840 7 07-19 52380 4.00 12.57 4170 TYPE 2: 98841 28 08-09 65540 4.00 12.57 5210 TYPE 2: 98842 28 08-09 64680 4.00 12.57 5150 TYPE 2: 98843 28 08-09 62660 4.00 12.57 4980 TYPE 2: 98844 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 stem walls referenced above. Reinforcing steel was inspected per detail 8/S4.1. Concrete was placed by pump and consolidated through vibration. All elements inspected were in conformance with approved plans and 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. 741 Marine Drive, Bellingham, WA 98225 www.geotest-inc.com 20611 67th Ave. NE. Unit A. Arlington, WA 98223 phone: (360) 733.7318 toll free: (888) 251.5276 fax: (360) 733.7418 FIELD DENSITY/MOISTURE REPORT Nuclear Gauge * ASTM D6938 PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: FD027 PERMIT #: BLDG 1851 DATE: 2/19/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 3 CONTRACTOR: Exxel Pacific INSPECTOR: Suzie Miller Compaction Of: Building Pad D Field Data: Depth/ DT/ Wet Field Dry Compaction Test Location Elev BS Density Moisture Density Lab % Pass/ # (ft) (in) (pcf) (%) (pcf) # Attained Required Fail 1 See Figure 1 TOG DT/2 125.9 20.5 104.4 1 79 95 F 2 See Figure 1 TOG DT/2 138.3 11.9 123.6 1 93 95 F 3 See Figure 1 TOG DT/6 140.5 13.4 123.9 1 93 95 F 4 See Figure 1 TOG DT/10 123.5 12.7 120.2 1 91 95 F 5 See Figure 1 TOG DT/10 134.3 14.5 117.3 1 88 95 F Lab Max. Dry Optimum Retained Sample Soil Type Source Density Moisture On #4 Test # (pcf) (%) (%) Method 1-4330A Select Borrow Imported, Vienna 132.8 7.9 13 ASTM D1557/D4718 2- 0.0 None 3- 0.0 None Gauge Make/Model/Serial#: Instrotek/3500/3052 M/D Standard Count: 425/3163 Comments: See comments on page 2. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by daveb@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cgengineering.com, jkim@avsc ommunities.com, jonr@exxelpacific.com, kolander@arlingtonwa.gov ...and 5 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. The above test results relate only to the sample (or location) tested. 741 Marine Drive, Bellingham, WA 98225 www.geotest-inc.com 20611 67th Ave. NE. Unit A. Arlington, WA 98223 phone: (360) 733.7318 toll free: (888) 251.5276 fax: (360) 733.7418 FIELD DENSITY/MOISTURE REPORT Nuclear Gauge * ASTM D6938 PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: FD027 CONTRACTOR: Exxel Pacific PAGE #: 2 of 3 TOG - Top of Grade GeoTest was onsite as requested to provide in-place density testing at the above location for building pad D. Structural fill was placed in approximate 4" lifts and compacted with an Ingersoll-Rand-70Dsingle drum vibrating roller. All tests failed to meet compaction requirements. The subgrade was observed pumping underfoot and the roller. GeoTest noted that moisture content was well above optimum. GeoTest will return to the site for retesting of these areas. 741 Marine Drive, Bellingham, WA 98225 www.geotest-inc.com 20611 67th Ave. NE. Unit A. Arlington, WA 98223 phone: (360) 733.7318 toll free: (888) 251.5276 fax: (360) 733.7418 FIELD DENSITY/MOISTURE REPORT Nuclear Gauge * ASTM D6938 PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: FD027 CONTRACTOR: Exxel Pacific PAGE #: 3 of 3 Figure 1 - Approximate test locations. Figure 2 - Compaction of fill with roller. 741 Marine Drive, Bellingham, WA 98225 www.geotest-inc.com 20611 67th Ave. NE. Unit A. Arlington, WA 98223 phone: (360) 733.7318 toll free: (888) 251.5276 fax: (360) 733.7418 FIELD DENSITY/MOISTURE REPORT Nuclear Gauge * ASTM D6938 PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: FD028 PERMIT #: BLDG Permit #1851 DATE: 2/20/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 3 CONTRACTOR: Exxel Pacific INSPECTOR: Suzie Miller Compaction Of: Building Pad D Field Data: Depth/ DT/ Wet Field Dry Compaction Test Location Elev BS Density Moisture Density Lab % Pass/ # (ft) (in) (pcf) (%) (pcf) # Attained Required Fail 1 See Figure 1 -3.0 DT/10 132.3 11.0 119.0 1 90 95 F 2 See Figure 1 -2.5 DT/8 132.8 11.7 118.9 1 90 95 F 3 See Figure 1 -2.5 DT/10 135.3 12.5 120.3 1 91 95 F Lab Max. Dry Optimum Retained Sample Soil Type Source Density Moisture On #4 Test # (pcf) (%) (%) Method 1-4330A Select Borrow Imported, Vienna 132.8 7.9 13 ASTM D1557/D4718 2- 0.0 None 3- 0.0 None Gauge Make/Model/Serial#: Instrotek/3500/3052 M/D Standard Count: 429/3141 Comments: See comments on page 2. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by daveb@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cgengineering.com, jkim@avsc ommunities.com, jonr@exxelpacific.com, kolander@arlingtonwa.gov ...and 5 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. The above test results relate only to the sample (or location) tested. 741 Marine Drive, Bellingham, WA 98225 www.geotest-inc.com 20611 67th Ave. NE. Unit A. Arlington, WA 98223 phone: (360) 733.7318 toll free: (888) 251.5276 fax: (360) 733.7418 FIELD DENSITY/MOISTURE REPORT Nuclear Gauge * ASTM D6938 PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: FD028 CONTRACTOR: Exxel Pacific PAGE #: 2 of 3 GeoTest was onsite as requested to provide in-place density testing at the above location for building pad D. Structural fill was placed in approximate 4" lifts and compacted with an Ingersoll-Rand-70D single drum vibrating roller. All tests failed to meet compaction requirements. The subgrade was observed pumping underfoot and the roller. GeoTest noted that moisture content was well above optimum. GeoTest will return to the site for retesting of these areas. Figure 1 - Approximate test locations. 741 Marine Drive, Bellingham, WA 98225 www.geotest-inc.com 20611 67th Ave. NE. Unit A. Arlington, WA 98223 phone: (360) 733.7318 toll free: (888) 251.5276 fax: (360) 733.7418 FIELD DENSITY/MOISTURE REPORT Nuclear Gauge * ASTM D6938 PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: FD028 CONTRACTOR: Exxel Pacific PAGE #: 3 of 3 Figure 2 - Compaction with roller. 741 Marine Drive, Bellingham, WA 98225 www.geotest-inc.com 20611 67th Ave. NE. Unit A. Arlington, WA 98223 phone: (360) 733.7318 toll free: (888) 251.5276 fax: (360) 733.7418 FIELD DENSITY/MOISTURE REPORT Nuclear Gauge * ASTM D6938 PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: FD029 PERMIT #: BLDG Permit #1851 DATE: 2/21/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 3 CONTRACTOR: Exxel Pacific INSPECTOR: Suzie Miller Compaction Of: Building D Structural Fill Field Data: Depth/ DT/ Wet Field Dry Compaction Test Location Elev BS Density Moisture Density Lab % Pass/ # (ft) (in) (pcf) (%) (pcf) # Attained Required Fail 1 SW Corner of Pad -2.5 10T 134.9 13.0 119.3 1 90 95 F 2 SW Corner of Pad TOG TOG 137.7 10.8 124.3 1 94 95 F Lab Max. Dry Optimum Retained Sample Soil Type Source Density Moisture On #4 Test # (pcf) (%) (%) Method 1-4330A Select Borrow Imported, Vienna 132.8 7.9 13 ASTM D1557/D4718 2- 0.0 None 3- 0.0 None Gauge Make/Model/Serial#: Instrotek/3500/2082 M/D Standard Count: 409/3172 Comments: See comments on page 2 COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by daveb@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cgengineering.com, jkim@avsc ommunities.com, jonr@exxelpacific.com, kolander@arlingtonwa.gov ...and 5 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. The above test results relate only to the sample (or location) tested. 741 Marine Drive, Bellingham, WA 98225 www.geotest-inc.com 20611 67th Ave. NE. Unit A. Arlington, WA 98223 phone: (360) 733.7318 toll free: (888) 251.5276 fax: (360) 733.7418 FIELD DENSITY/MOISTURE REPORT Nuclear Gauge * ASTM D6938 PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: FD029 CONTRACTOR: Exxel Pacific PAGE #: 2 of 3 TOG - Top of Grade. GeoTest was onsite as requested to provide in-place density testing at the above location for building pad D. The structural fill was placed in approximate 4" lifts and compacted with an Ingersoll-Rand-70D single drum vibrating roller. All tests failed to meet compaction requirements. The subgrade was observed pumping underfoot and the roller. GeoTest noted that moisture content was well above optimum. GeoTest observed a proof-roll on Building Pad B with an Ingersoll-Rand-70D single drum vibrating roller. Pumping and defection was seen in the subgrade. GeoTest will return to the site for retesting of these areas. Figure 1 - Building D Pad 741 Marine Drive, Bellingham, WA 98225 www.geotest-inc.com 20611 67th Ave. NE. Unit A. Arlington, WA 98223 phone: (360) 733.7318 toll free: (888) 251.5276 fax: (360) 733.7418 FIELD DENSITY/MOISTURE REPORT Nuclear Gauge * ASTM D6938 PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: FD029 CONTRACTOR: Exxel Pacific PAGE #: 3 of 3 Figure 2 - Proof-roll with singe drum roller. 741 Marine Drive, Bellingham, WA 98225 www.geotest-inc.com 20611 67th Ave. NE. Unit A. Arlington, WA 98223 phone: (360) 733.7318 toll free: (888) 251.5276 fax: (360) 733.7418 FIELD DENSITY/MOISTURE REPORT Nuclear Gauge * ASTM D6938 PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: FD030 PERMIT #: BLDG Permit #1851 DATE: 2/22/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Suzie Miller Compaction Of: Building Pad D Field Data: Depth/ DT/ Wet Field Dry Compaction Test Location Elev BS Density Moisture Density Lab % Pass/ # (ft) (in) (pcf) (%) (pcf) # Attained Required Fail 1 SW Corner of Pad TOG BS 127.3 14.6 111.1 1 84 95 F 2 Center of Pad TOG DT/6 141.2 13.8 124.0 1 93 95 F Lab Max. Dry Optimum Retained Sample Soil Type Source Density Moisture On #4 Test # (pcf) (%) (%) Method 1-4330A Select Borrow Imported, Vienna 132.8 7.9 13 ASTM D1557/D4718 2- 0.0 None 3- 0.0 None Gauge Make/Model/Serial#: Instrotek/3500/2082 M/D Standard Count: 405/3148 Comments: See comments on page 2. AMENDED 3/1/19: Please see FD033 for passing retest results. 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 only to the sample (or location) tested. 741 Marine Drive, Bellingham, WA 98225 www.geotest-inc.com 20611 67th Ave. NE. Unit A. Arlington, WA 98223 phone: (360) 733.7318 toll free: (888) 251.5276 fax: (360) 733.7418 FIELD DENSITY/MOISTURE REPORT Nuclear Gauge * ASTM D6938 PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: FD030 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 TOG - Top of Grade GeoTest was onsite as requested to provide in-place density testing at the above location for building pad D. GeoTest had previously tested these areas on 2/19/19 and the tests failed to meet compaction requirements. (See Report FD027). It appeared that the areas had been recompacted since GeoTest previous visits. All tests taken on this date failed to meet compaction requirements. GeoTest will return to the site for retesting of these areas. 741 Marine Drive, Bellingham, WA 98225 www.geotest-inc.com 20611 67th Ave. NE. Unit A. Arlington, WA 98223 phone: (360) 733.7318 toll free: (888) 251.5276 fax: (360) 733.7418 FIELD DENSITY/MOISTURE REPORT Nuclear Gauge * ASTM D6938 PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: FD031 PERMIT #: Building D 1851, Building F 1853 DATE: 2/25/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Harrison Simons Compaction Of: Structural Fill Within Building Pads D and F Field Data: Depth/ DT/ Wet Field Dry Compaction Test Location Elev BS Density Moisture Density Lab % Pass/ # (ft) (in) (pcf) (%) (pcf) # Attained Required Fail 1 Building D Footprint - East TOG DT/8 134.4 13.6 118.3 1 89 95 F 2 Building D Footprint - Central TOG DT/8 130.1 8.0 120.5 1 91 95 F 3 Building D Footprint - West TOG DT/12 139.0 11.2 125.0 1 94 95 F 4 Building F Footprint - Central TOG DT/12 132.5 8.1 122.6 2 96 95 P 5 Building F Footprint - Central TOG DT/12 131.9 9.0 121.0 2 95 95 P 6 Building F Footprint - Central TOG DT/12 132.5 8.5 122.1 2 96 95 P Lab Max. Dry Optimum Retained Sample Soil Type Source Density Moisture On #4 Test # (pcf) (%) (%) Method 1-4330A Select Borrow Imported from Vienna 132.8 7.9 13 ASTM D1557/D4718 2-4332A Structural Fill Lenz Enterprises (D-255) 127.2 9.6 ASTM D1557/D4718 3- 0.0 None Gauge Make/Model/Serial#: Instrotek / 3500 / 1505 M/D Standard Count: 722/2362 Comments: See comments on page 2. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by daveb@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cgengineering.com, jkim@avsc ommunities.com, jonr@exxelpacific.com, kolander@arlingtonwa.gov ...and 5 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. The above test results relate only to the sample (or location) tested. 741 Marine Drive, Bellingham, WA 98225 www.geotest-inc.com 20611 67th Ave. NE. Unit A. Arlington, WA 98223 phone: (360) 733.7318 toll free: (888) 251.5276 fax: (360) 733.7418 FIELD DENSITY/MOISTURE REPORT Nuclear Gauge * ASTM D6938 PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: FD031 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 TOG - Top of Existing Grade. Tests for Building D were conducted near the proposed subgrade elevation for the building. Tests for Building F were conducted at approximately -2.5â€™ from proposed subgrade elevation (according to the contractor) GeoTest Services was on-site to provide in-place soil density and moisture testing on structural fill that had been placed and compacted within the building footprint for Buildings D and F. Compaction tests had attained the required compaction within the Building F footprint but had not attained the required compaction within the Building D footprint. Structural fill within Building Pad D was generally over the optimum moisture contents. This test report has been marked discrepant because structural fill placed within the Building D footprint had failed to attain the required compaction. 741 Marine Drive, Bellingham, WA 98225 www.geotest-inc.com 20611 67th Ave. NE. Unit A. Arlington, WA 98223 phone: (360) 733.7318 toll free: (888) 251.5276 fax: (360) 733.7418 FIELD DENSITY/MOISTURE REPORT Nuclear Gauge * ASTM D6938 PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: FD032 PERMIT #: 1851, 1853 DATE: 2/26/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Joel Morder Compaction Of: Building D and F Pad Base Field Data: Depth/ DT/ Wet Field Dry Compaction Test Location Elev BS Density Moisture Density Lab % Pass/ # (ft) (in) (pcf) (%) (pcf) # Attained Required Fail 1 BLDG F, East Half 1â€™6" 12 133.8 7.2 124.8 1 98 95 P 2 BLDG F, West Half -3 12 134.6 8.0 124.6 1 98 95 P 3 BLDG D, NW Quadrant -3 12 139.1 11.3 124.9 2 94 95 F 4 BLDG D, NE Quadrant FSG 12 118.9 5.5 112.7 2 85 95 F Lab Max. Dry Optimum Retained Sample Soil Type Source Density Moisture On #4 Test # (pcf) (%) (%) Method 1-4332A Select Borrow Lenz Enterprises 127.2 9.6 17 ASTM D1557 2-4330A Gravel Borrow Vienna 132.8 7.5 13 ASTM D1557 3- 0.0 None Gauge Make/Model/Serial#: InstroTek/ 3500/BG164 M/D Standard Count: 430/3124 Comments: GeoTest on site for nuclear density testing of the building pads for buildings D and F. Soils were compacted with a vibratory roller. AMENDED 3/1/19: Please see FD033 for passing retest results. 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 only to the sample (or location) tested. 741 Marine Drive, Bellingham, WA 98225 www.geotest-inc.com 20611 67th Ave. NE. Unit A. Arlington, WA 98223 phone: (360) 733.7318 toll free: (888) 251.5276 fax: (360) 733.7418 FIELD DENSITY/MOISTURE REPORT Nuclear Gauge * ASTM D6938 PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: FD032 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 Compaction of Subgrade for Building D Pad 741 Marine Drive, Bellingham, WA 98225 www.geotest-inc.com 20611 67th Ave. NE. Unit A. Arlington, WA 98223 phone: (360) 733.7318 toll free: (888) 251.5276 fax: (360) 733.7418 FIELD DENSITY/MOISTURE REPORT Nuclear Gauge * ASTM D6938 PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: FD033 PERMIT #: 1851, 1853 DATE: 2/27/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Joel Morder Compaction Of: Buildings D and F Building Pads Field Data: Depth/ DT/ Wet Field Dry Compaction Test Location Elev BS Density Moisture Density Lab % Pass/ # (ft) (in) (pcf) (%) (pcf) # Attained Required Fail 1 BLDG D, NE Quadrant FSG 12 144.7 10.4 131.1 1 99 95 P 2 BLDG D, N Center FSG 12 142.7 11.4 128.1 1 96 95 P 3 BLDG D, NW Quadrant -3 12 145.8 13.7 128.2 1 97 95 P 4 BLDG F, East half -6" 10 131.4 9.2 120.3 2 95 95 P Lab Max. Dry Optimum Retained Sample Soil Type Source Density Moisture On #4 Test # (pcf) (%) (%) Method 1-4330A Gravel Borrow Vienna 132.8 7.9 13 ASTM D1557 2-4332A Gravel Borrow Lenz Enterprises 127.2 9.6 17 ASTM D1557 3- 0.0 None Gauge Make/Model/Serial#: InstroTek/3500/BG164 M/D Standard Count: 421/3147 Comments: GeoTest on site for nuclear density testing of the above-referenced locations. Soils were compacted using a drum vibratory roller. The passing results of this inspection correct the failing results from GeoTestâ€™s Field Density-Moisture Reports FD027 through FD032. 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 only to the sample (or location) tested. 741 Marine Drive, Bellingham, WA 98225 www.geotest-inc.com 20611 67th Ave. NE. Unit A. Arlington, WA 98223 phone: (360) 733.7318 toll free: (888) 251.5276 fax: (360) 733.7418 FIELD DENSITY/MOISTURE REPORT Nuclear Gauge * ASTM D6938 PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: FD033 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 Potholed Section of Building Pad D, in NW Quadrant 741 Marine Drive, Bellingham, WA 98225 www.geotest-inc.com 20611 67th Ave. NE. Unit A. Arlington, WA 98223 phone: (360) 733.7318 toll free: (888) 251.5276 fax: (360) 733.7418 FIELD DENSITY/MOISTURE REPORT Nuclear Gauge * ASTM D6938 PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: FD034 PERMIT #: BLDG Permit #1851 and BLDG Permit #1853 DATE: 2/28/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Suzie Miller Compaction Of: Subgrade of Building D and Building F Field Data: Depth/ DT/ Wet Field Dry Compaction Test Location Elev BS Density Moisture Density Lab % Pass/ # (ft) (in) (pcf) (%) (pcf) # Attained Required Fail 1 West Side of Pad D -1.5 DT/12 131.5 8.0 121.7 1 96 95 P 2 East Side of Pad F -0.5 DT/6 131.0 8.3 120.9 1 95 95 P 3 Middle of Pad F -2.0 DT/12 131.7 7.3 122.7 1 96 95 P 4 West Side of Pad F -3.0 DT/8 134.3 8.0 124.4 1 98 95 P Lab Max. Dry Optimum Retained Sample Soil Type Source Density Moisture On #4 Test # (pcf) (%) (%) Method 1-4332A Select Borrow Lenz Enterprises (D-255) 127.2 9.6 17 ASTM D1557/D4718 2- 0.0 None 3- 0.0 None Gauge Make/Model/Serial#: Instrotek/3500/2082 M/D Standard Count: 403/3142 Comments: See comments on page 2. 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 only to the sample (or location) tested. 741 Marine Drive, Bellingham, WA 98225 www.geotest-inc.com 20611 67th Ave. NE. Unit A. Arlington, WA 98223 phone: (360) 733.7318 toll free: (888) 251.5276 fax: (360) 733.7418 FIELD DENSITY/MOISTURE REPORT Nuclear Gauge * ASTM D6938 PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: FD034 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 All locations and elevations are approximate and provided by the contractor. GeoTest was onsite, as requested to provide in-place density testing on the structural fill of the building pads for buildings D and F. Prior to GeoTestâ€™s arrival, the structural fill had been placed and partially compacted. While GeoTest was on site, the structural fill of building F was compacted with an Ingersollrand SD-70D single drum vibrating roller. All tests met compaction requirements. GeoTest noted that pumping underfoot was felt on the western section of building pad D. Pumping was observed with light foot traffic. Figure 1 - Compaction of Building Pad F FIELD DENSITY/MOISTURE REPORT Nuclear Gauge * ASTM D6938 PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: FD048 PERMIT #: 1851 DATE: 4/17/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Devin Murphy Compaction Of: Subgrade for Slab-on-Grade Field Data: Depth/ DT/ Wet Field Dry Compaction Test Location Elev BS Density Moisture Density Lab % Pass/ # (ft) (in) (pcf) (%) (pcf) # Attained Required Fail 1 See Figure 1 FG DT/12 131.9 8.9 121.2 1 95 95 P 2 See Figure 1 FG DT/12 131.3 9.0 120.4 1 95 95 P 3 See Figure 1 FG DT/12 132.6 9.8 120.8 1 95 95 P 4 See Figure 1 FG DT/12 135.2 10.0 122.9 1 97 95 P Lab Max. Dry Optimum Retained Sample Soil Type Source Density Moisture On #4 Test # (pcf) (%) (%) Method 1-4332A PGS w/G Lenz Enterprises Pit (D-255) 127.2 9.6 17 ASTM D1557/D4718 2- 0.0 None 3- 0.0 None Gauge Make/Model/Serial#: Troxler/3440/22281 M/D Standard Count: 589/1853 Comments: FG - Final Grade As requested, GeoTest was onsite to provide in-place soil density testing at building D interior slab subgrade. The slab subgrade was placed and compacted prior to our arrival. Adequate compaction of at least 95% of the materials maximum dry density was achieved at the locations tested. 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 7 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. The above test results relate only to the sample (or location) tested. FIELD DENSITY/MOISTURE REPORT Nuclear Gauge * ASTM D6938 PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: FD048 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 Figure 1. Image of approximate test locations. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: LF026 PERMIT #: B-1849, D-1851, E-1852, F-1853 DATE: 5/21/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Floor Diaphragm, Sheathing Buildings B, D and F 3rd Floor Shear Wall Sheathing Building E, 2nd Level Entry Wall Reference Drawings: Structural Drawing Items Inspected Comments Lumber grade, species, size Structural panel grade and thickness, glue Sturdi-Floor, 23/32", Exp.1 (Walls Rated Sheathing 15/32" Exp.1) Shear wall/diaphragm length, location Per Plan at Above Locations Panel edges bear on framing members Where Required Diaphragm chord, drag strut, braces and related Connection of blocking to wall top plates Gypsum board with wood framing conforms 3" nom. framing in place, nails staggered where shown Foundation plates or sills on concrete are treated Base-plate bolting complies Nail diameter, length, number of lines, spacing .148" X 2-1/4", 6 & 10" Pneumatic or mechanically driven fasteners conform Nail heads driven flush Satisfactory Hold down, type, location Lag bolts/proper hole size 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. The sheathing at the locations was found to be in conformance with the project structural 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 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 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: LF029 PERMIT #: 1848, 1851, 1864 DATE: 5/28/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Shear Walls: Sheathing Building D, Second Floor Entry Walls (Sheathing is Per Plan) Shear Wall Sheathing and Holdown Straps Bldg A, Level 1, 2 & 3 All Exterior Locations In Progress Shear Walls: Interior Framing Rec. Building Inspection in Progress Reference Drawings: Structural Drawings Items Inspected Comments Lumber grade, species, size LSL; D-Fir, Hem-Fir Structural panel grade and thickness, glue Rated Sheathing, 15/32", Exp.1 Shear wall/diaphragm length, location Panel edges bear on framing members Shear Walls Fully Blocked Diaphragm chord, drag strut, braces and related Connection of blocking to wall top plates Gypsum board with wood framing conforms 3" nom. framing in place, nails staggered where shown Foundation plates or sills on concrete are treated Base-plate bolting complies Nail diameter, length, number of lines, spacing Sheathing, 148" X 2-1/4" Pneumatic or mechanically driven fasteners conform Nail heads driven flush Yes Hold down, type, location Lag bolts/proper hole size 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. The sheathing at building D second level entry walls was complete and in accordance with the project 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 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 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: LF036 PERMIT #: 1850, 1851, 1852 DATE: 6/6/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Roof Diaphragm: Sheathing Building C Floor Diaphragm: Sheathing Building D, 3rd Floor Shear Wall: Sheathing Building E, 1st Floor Reference Drawings: Structural Drawings Items Inspected Comments Lumber grade, species, size Structural panel grade and thickness, glue Per Plan Shear wall/diaphragm length, location Panel edges bear on framing members Where Required Diaphragm chord, drag strut, braces and related Connection of blocking to wall top plates Gypsum board with wood framing conforms 3" nom. framing in place, nails staggered where shown Yes and Yes Foundation plates or sills on concrete are treated Base-plate bolting complies Nail diameter, length, number of lines, spacing Per Plan Pneumatic or mechanically driven fasteners conform Nail heads driven flush Satisfactory Hold down, type, location Lag bolts/proper hole size 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. The contractor corrected all items GeoTest discovered on site. Above items were in conformance with the project 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 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 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: LF038 PERMIT #: 1851, 1853. 1862, 1863 DATE: 6/10/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 3 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Shear Wall Sheathing Buildings D and F, 3rd Floor Entry Walls Final Framing (In Progress Inspection) Building P, 1st Floor and Building Q all Levels Reference Drawings: Structural Drawings Items Inspected Comments Lumber grade, species, size Per Plan Structural panel grade and thickness, glue Per SW Schedule Shear wall/diaphragm length, location As Detailed Panel edges bear on framing members Where Required Diaphragm chord, drag strut, braces and related As Detailed Connection of blocking to wall top plates A35 and LTP4 Clips Were in Place Gypsum board with wood framing conforms 3" nom. framing in place, nails staggered where shown Yes and Yes Foundation plates or sills on concrete are treated Yes Base-plate bolting complies Per SW Schedule Nail diameter, length, number of lines, spacing Per SW Schedule Pneumatic or mechanically driven fasteners conform Nail heads driven flush Satisfactory Hold down, type, location HDU, Per Plan Lag bolts/proper hole size At Stair Stringer to Landing Connections 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 below for additional comments. 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 #: LF038 CONTRACTOR: Exxel Pacific PAGE #: 2 of 3 Many of the stud packs, which the holdown straps are connected to, were not nailed together per detail 3 on sheet S5.1 Some of the blocks connecting to the first joist were toenailed but the drawings require three 131 X 3" nails through the joist and into the end of the blocking. The contractor is in the process of adding the nails in accordance with detail 3 on sheet S5.2 of the project drawings. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: LF038 CONTRACTOR: Exxel Pacific PAGE #: 3 of 3 Building Q: West End Wall Plate Damage: The top and bottom plates were damaged with drilled holes. The contractor has added CS16 strap at these damaged locations as per the project engineer directions. Along with the above three items, the floor joists adjacent to the center entry were installed at 16" on center, but the drawings require the joist at these locations to be spaced at 12" on center. The contractor will address this item. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: LF051 PERMIT #: 1851, 1853, 1855, 1857 DATE: 7/2/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Floor Diaphragm Sheathing Buildings H & K, 2nd Level Roof Diaphragm Sheathing Buildings D & F Reference Drawings: Structural Drawings Items Inspected Comments Lumber grade, species, size Structural panel grade and thickness, glue Rated Sturd-i-Floor, 23/32" , T&G, Exp.1 . Roof Sheathing, 15/32" Exp.1 Shear wall/diaphragm length, location Per Plan Panel edges bear on framing members Where Required Diaphragm chord, drag strut, braces and related Connection of blocking to wall top plates Gypsum board with wood framing conforms 3" nom. framing in place, nails staggered where shown Foundation plates or sills on concrete are treated Base-plate bolting complies Nail diameter, length, number of lines, spacing .148 X 2-1/4", Per Plan Pneumatic or mechanically driven fasteners conform Nail heads driven flush Roof Sheathing: Contractor Added Nails at Over-Driven Locations Hold down, type, location Lag bolts/proper hole size 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 items mentioned above. All items found were addressed prior to our leaving the project. The above items were found to be in conformance with the project 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 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 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: LF056 PERMIT #: 1851, 1858 DATE: 7/9/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Floor Diaphragm: Sheathing Building L, 2nd Level Shear Wall Sheathing and HD Strapping Building D, Levels 1 to 3 Reference Drawings: Structural Drawings Items Inspected Comments Lumber grade, species, size Structural panel grade and thickness, glue Rated Sturd-i-Floor, 23/32" (SW-15/32") , T&G, Exp.1 Shear wall/diaphragm length, location Per Plan Panel edges bear on framing members Yes Diaphragm chord, drag strut, braces and related Connection of blocking to wall top plates Gypsum board with wood framing conforms 3" nom. framing in place, nails staggered where shown Foundation plates or sills on concrete are treated Base-plate bolting complies Nail diameter, length, number of lines, spacing .148 X 3", 3, 4 and 12" On center Pneumatic or mechanically driven fasteners conform Nail heads driven flush Satisfactory Hold down, type, location MST37 and 48 HD Straps, CMST14 Perf. SW Straps Lag bolts/proper hole size 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 items mentioned above. 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 #: LF056 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 Building L 2nd level floor sheathing was found to be in conformance with the project structural drawings. Building D exterior shear walls were in progress. All areas were marked at the location describing the issue and correction. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: LF057 PERMIT #: 1851 DATE: 7/11/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Shear Wall Sheathing and HD Strapping-Reinspection Building D: All Exterior Shearwalls, Levels 1 to 3 Reference Drawings: Structural Drawings Items Inspected Comments Lumber grade, species, size Structural panel grade and thickness, glue Rated Sheathing, 15/32", Exp.1 Shear wall/diaphragm length, location Per Plan Panel edges bear on framing members SWâ€™s are Fully Blocked Diaphragm chord, drag strut, braces and related Connection of blocking to wall top plates Gypsum board with wood framing conforms 3" nom. framing in place, nails staggered where shown Yes and Yes Foundation plates or sills on concrete are treated Base-plate bolting complies Nail diameter, length, number of lines, spacing Pneumatic or mechanically driven fasteners conform Nail heads driven flush Yes Hold down, type, location MST37 & 48 Floor to Floor Straps and CMST48 at Perf. SWâ€™s Lag bolts/proper hole size 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. 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 #: LF057 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 Photo of the area marked during our previous inspection. This area was addressed along with all other marked areas. The contractor has addressed the items which were found during our previous inspection or noted as in progress in framing report LF056 (dated 7/9/19). Building D exterior shear wall sheathing and straps at levels 1 to 3 are now in conformance with the project structural drawings. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: LF082 PERMIT #: 1851, 1879, 1880, 1886 DATE: 9/11/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 4 CONTRACTOR: Exxel Pacific INSPECTOR: John Silk Item(s) Inspected Location Final Framing and Interior Shear Wall Sheathing Building D, Garages 15+16, Storage Building Reference Drawings: Approved Structural Drawings Items Inspected Comments Lumber grade, species, size DougFir #2 Structural panel grade and thickness, glue Rated Sheathing, 15/32", Exp.1 Shear wall/diaphragm length, location Per Structural Plan Panel edges bear on framing members Yes Diaphragm chord, drag strut, braces and related Connection of blocking to wall top plates Hardware per Shearwall Schedule Gypsum board with wood framing conforms 3" nom. framing in place, nails staggered where shown Per Shearwall Schedule Foundation plates or sills on concrete are treated Yes Base-plate bolting complies Per Shearwall Schedule Nail diameter, length, number of lines, spacing Per Shearwall Schedule Pneumatic or mechanically driven fasteners conform Per General Notes Nail heads driven flush Acceptable Hold down, type, location Per Structural Drawings Lag bolts/proper hole size 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. The contractor addressed all items prior to GeoTestâ€™s departure. Buildings inspected for framing and interior sheathing were in conformance with the 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 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 #: LF082 CONTRACTOR: Exxel Pacific PAGE #: 2 of 4 LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: LF082 CONTRACTOR: Exxel Pacific PAGE #: 3 of 4 LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: LF082 CONTRACTOR: Exxel Pacific PAGE #: 4 of 4 SPECIAL INSPECTION SUMMARY PROJECT: The Villas at ArlingtonÂ â€Â BLD D JOB #: 18â€0760 ADDRESS: 18506 Smokey Point Blvd, Arlington, WA 98223 DATE: 10â€22â€2019 CLIENT: Villas at Arlington Partners LLLP PERMIT #: 1851 CONTRACTOR: Exxel Pacific PAGE: 1 of 1 This letter summarizes our special inspection and testing efforts for The Villas at Arlington â€“ BLD D 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 Field Density Moisture Reports FD023, FD027 ï‚· Earthwork â€“ FD034 & FD048 and Soil Observation Report SO003 Concrete Break Reports CB015, CB018, CB019, ï‚· Reinforced Concrete CB028 & CB029 and Inspection Report IR011 Lateral Framing Inspection Reports LF026, ï‚· Lateral Framing LF029, LF036, LF038, LF051, LF056, LF057, LF078 & LF082 Adhesive Anchor Inspection Reports AA009 & ï‚· Proprietary Anchors AA019 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 ArlingtonÂ â€Â BLD D 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 #: 1851 Permit Date: 03/09/18 Permit Type: MULTI-FAMILY 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: New Multi-Family Development Valuation: 2503351.89 Square Feet: 23049 Number of Stories: 3 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 $10,254.61 Building Plan Review Table 4-2 $177.30 Building Permit Table 4-1 $16,049.09 Park - Community MF Multi-family $35,928.00 Processing/Technology $25.00 State Surcharge - Commercial Commercial Only $25.00 State Surcharge - add'l DU Residential Additional Units $48.00 Traffic Mitigation - C/MF Commercial/Multi-family $31,227.36 Total $93,734.36 Attached Letters Date Letter Description 09/19/2018 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 03/08/2018 Alliant Capital Ltd. 18506 Bldg. D Check #104500 Kristin Foster $10,254.61 03/08/2018 Alliant Capital Ltd. 18506 Bldg. D Check #104500 Kristin Foster $177.30 10/11/2018 Fidelity National Title check #26379 Launa Black $83,302.45 Outstanding Balance $0.00 Uploaded Files Date File Name 02/21/2020 6267004-Villas Bldg D C of O.pdf 11/01/2018 4145046-1851_Villas Building Permit.pdf 03/09/2018 3141529-Commercial Application - Building D.pdf SUBMITTAL PACKAGE Page 1 DATE: 1/14/2019 Your Logo Here FOR APPROVAL PACKAGE NUM: 35 PACKAGE REV: 0 Exxel Pacific, Inc. SPEC #: 061753 201808. - Villas at Arlington To: Dennis Titus From: Nick Santini CG Engineering PLLC Exxel Pacific, Inc. 250 4th Ave South #200 323 Telegraph Road Edmonds, WA 98020 Bellingham, WA 98226 We are transmitting the following Submittal Package Number: â€œ35â€, Revision: â€œ0â€ Description: â€œPrefabricated Wood Trusses - Buildings C, D, K & Lâ€ for your review, intended to be compliant with contract Specification Number: â€œ061753â€. Please review and respond to: Nick Santini, by: 1/28/2019 in accordance with the contract documents. Additional Notes: Spec Number Submittal Description Submittal Details 1. 061753 Prefabricated Wood Trusses - Buildings C, Shop Drawings D, K & L Sincerely, Nick Santini EXXEL PACIFIC, INC. 323 TELEGRAPH RD. BELLINGHAM, WA 98226 âœ” REVIEWED BY Nick Santini DATE 1/14/2019 SUBMITTAL# 35 SPEC 061753