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HomeMy WebLinkAbout20191210120649.pdfTo: Ea rth Wux, , Earth Solutions NW, LLC LETTER OF TRANSMITTAL RJ Development Date: December 10, 2019 401 Central Street SE ESNW No.: ES- 895.06 Olympia, WA 98501 Project: Weatherly Inn Attn: Mr. Duane Meyer Email: duane,accrete.build No. of Copies Date Description 1 12/2-12/6/19 Daily Field Report(s) # 85-89 Comments: CC: 1: John Wilson 2: Mark Richardson 3: Jeff Brain 4: Jennifer Vogele 5: _ Jonathan Chavez Transmitted By: Earth Solutions NW, LLC PM: Scott Riegel, L.G., L.E.G. ATTN: iohnw(&rinocon.com ATTN: rnark@accrete.build ATTN: jeff(d-)accrete.build ATTN: Jennifer@accrete. build ATTN: jchavez@rentonwa.gov 1805 —136th PI NE, Suite 201 Bellevue, WA 98005 (425) 284-3300 FAX (425) 449-4711 Toll Free (866) 336-8710 Earth Solutions NyYLLC 15365 NE 90th Street, Suite 100 in Redmond, WA 98052 Main (425) 449-4704 1 Fax (425) 449-4711 www.esnw.com DAILY FIELD REPORT Project Name Weatherly Inn Contractor #1 Rino Construction Contractor #2 Are approved plans/permits on site? ESNW Rep. AK Time On Site 8:15 AM; 2:30 PM Travel Time 1.25 Hr. RT Project No. Page 1�2 Report No. 0895.06 Fill 85 Time Off Site Date Day of Week 9:45 AM; Dry Density Monday 3:00 PM 12/2/19 Job Location 4500 Talbot Rd. S., Renton, WA Contact Mike Contact Project No. Weather 40s°F, Clear Client/Owner RJ Development, LLC Field Supervisor Reviewed LAC tLJa Project Manager Reviewed SSR Permit No. Test Test Location Reference Maximum Fill Test % of Number (S Ma) Elevation Compaction Curve Dry Density Moisture Dry Density Maximum (pcf) (%) 10.5 11.0 (pcf) Dry Density 91 See map for approximate location SG 3 122.0 3 122.0 116.7 96 92 See map for approximate location SG 116.9 96 Supplementary Report: At the client's request, ESNW rep was onsite to observe and test lock and load wall backfill, vault excavation and backfill. Lock and Load Wall Backfill While onsite, rep observed wall contractor install the second tier of the lock and load wall. Rep observed contractor grade and place import gray 5/8" minus crushed recycled concrete in loose—6"--12" lifts. Rep observed contractor place geo-grid as per plan (8XT). Once lifts were placed, rep observed contractor use a medium sized plate compactor or a medium sized double drum roller for compaction. Rep took compaction tests on fill and observed material to be adequate of at least 95% of its maximum dry density (122.0 lbs./cu. ft.). Rep observed the south slopes of the lock and load wall to be near vertical. Although over -steepened, slopes are stable in current configuration and stable to work within. Rep observed that contractor had covered the slopes with plastic sheeting to minimize stormwater on exposed surfaces. Rep met with Key -West's Steve and Rino rep to discuss possible changes to the slope. ESNW observed that the slope approximately 1 00'from the east end was very dense and unyielding. ESNW recommended that bank also be cut to fit at least 4' of geo-grid for the first —4' of the third tier and the top —4' of the third tier be cut back to fit 8' of geo-grid. For the third tier, contractor expressed plans that were confirmed by ESNW to use all 5/8" minus crushed recycled concrete for backfill instead of the clean crushed behind the panels. Vault Excavation and Backfill Rep observed contractor placing 6" perforated drain pipe at the toe of the vault footings. Rep observed contractor wrapping a 12" lift of 1"-2" wash rock and embedding the pipe in the wash rock. Contractor was observed raising the elevation of the pipe due to the design elevation needs. ESNW rep will return to observe earthwork activities when requested by client. 4J__5 ;1lL_ Andrew Kimn, Senior Technician, 206-430-9183 .. Earth Solutions NW«C ` t 15365 NE 901h Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 1 Fax (425) 449-4711 www.esnw.com DAILY FIELD REPORT Project Name Weatherly Inn Contractor #1 Rino Construction Contractor #2 ESNW Rep. AK Time On Site 8:15 AM; 2:30 PM Travel Time 1.25 Hr. RT Project No. Page Report No. 0895.06 2/2 85 ......... Time Off Site .... - Date Day of Week 9:45 AM; Monday 3:00 PM 12/2/19 Job Location 4500 Talbot Rd. S., Renton, WA Contact Mike Contact I Weather 40s°F, Clear Client/Owner F Development, LLC d Supervisor Reviewed C Project Manager I Reviewed Are approved plans/permits on site? Project No. Permit No. Supplementary Report: I ti Earth Solutions NW«C t 15365 NE 90"' Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 i Fax (425) 449-4711 www.esnw com DAILY FIELD REPORT Project Name Weatherly Inn Contractor #1 Rino Construction Contractor #2 ESNW Rep. AK Project No. 0895.06 Page 1/1 Date Report No. 86 Time On Site Time Off Site Day of Week Tuesday 10:15 AM 12:30 PM 12/3/19 Travel Time 1.25 Hr. RT Weather 50s°F, Overcast Job Location 4500 Talbot Rd. S., Renton, WA Contact Mike Contact Are approved plans/permits on site? Project No. Supplementary Reporl: At the client's request, ESNW rep was onsite to observe lock and load wall, and earthwork activities. Lock and Load Wall Backfill While onsite, rep observed that second tier of the lock and load wall completed. ESNW observed that the slope approximately 100' from the east end was very dense and unyielding. ESNW recommended that bank also be cut to fit at least 4' of geo-grid for the first —4' of the third tier and the top —4' of the third tier be cut back to fit 8' of geo-grid. For the third tier, contractor expressed plans that were confirmed by ESNW to use all 5/8" minus crushed recycled concrete for backfill instead of the clean crushed behind the panels. Rep observed contractor use a large excavator and small excavator to excavate and cut the bank of the slope for the third tier of the lock and load wall. Rep observed that contractor was cutting material to ESNW recommendations. Rep met with ESNW manager Scott onsite. Earthwork Activities Rep observed contractor grading throughout the site with a large excavator, a medium sized dozer, and a large haul truck. Rep observed that contractor was grading and clearing the over saturated material from the proposed building pad and the west end parking lot. ESNW rep will return to observe earthwork activities when requested by client. Andrew Kimn, Senior Technician, 206-430-9183 Client/Owner RJ Development, LLC Field Supervisor Reviewed LAC �* 11-/8 Project Manager Reviewed SSR - Permit No. F:�rth S01111io s NWLI(: Project Name Weatherly Inn Contractor #1 Rino Construction Contractor #2 Earth Solutions NWLLC ESNW Rep. AK Project No. 0895.06 Page 1/2 Report No. 87 Fill 15365 NE 901' Street, Suite 100 Time On Site Time Off Site Date Day of Week Redmond, WA 98052 Main (425) 449-4704 1 Fax (425) 449-4711 11:00 1:30 PM; Maximum Wed www.esnw.com 3:45 PMM 4:15 PM 12/4/19 (%) DAILY FIELD REPORT Dry Density 93 See map for approximate location -2' Travel Tfine 1.25 Hr. RT Weather 40s0F, Overcast 16.0 Job Location Client/Owner 94 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contact Field Supervisor Reviewed Mike LAC 12-12. Contact Project Manager Reviewed ss IL Are approved plans/permits on site? Project No. Permit No. Test Test Location Reference Maximum Fill Test % of Number (See Map) Elevation Compaction Dry Density Moisture Dry Density Maximum Curve (pcf) (%) (pcf) Dry Density 93 See map for approximate location -2' 4 118.4 16.0 112.1 95 94 See map for approximate location -7 4 118.4 15.5 1 111.9 95 Supplementary Report: At the client's request, ESNW rep was onsite to observe and test lock and load wall backfill, building footings, and earthwork activities. Lock and Load Wall Backfill While onsite, rep observed wall contractor install the third tier of the lock and load wall. Rep observed contractor grade and place import gray 1/2" minus crushed recycled concrete in loose -6%-12" lifts. Rep observed contractor place geo-grid as per plan (8XT). Once lifts were placed, rep observed contractor use a medium sized plate compactor for compaction. Rep took compaction tests on fill and observed material to be adequate of at least 95% of its maximum dry density (118.4.0 lbs./cu. ft.). Rep observed the south slopes of the lock and load wall to be near vertical. Although over -steepened, slopes are stable in current configuration and stable to work within. Rep observed that bank was cut to fit at least 4' of geo-grid for the first -4' of the third tier and the top -4' of the third tier to fit 8' of geo-grid. Building Footings Rep met with Rino foreman, Mike, and Accrete representative to discuss the building footings. Rep recommended that contractor cut and slope the footings with a 4"-12" over -excavation and placing a clean crushed rock for the basecourse. The basecourse would help minimize oversaturation of the subgrade material and create a stable surface for forming footing boards. Sloping the footings would help to control the flow of water out of the footings and reduce pooling of stormwater. Earthwork Activities Rep observed contractor grading throughout the site with a large excavator, a medium sized dozer, and a large haul truck. Rep observed that contractor was grading and clearing the over saturated material from the proposed building pad and the west end parking lot. ESNW rep will return to observe earthwork activities when requested by client. Earth Solutions NWLLC OW15365 NE 90"' Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 1 Fax (425) 449-4711 www.esnw com DAILY FIELD REPORT ESNW Rep. AK Project No. 0895.06 Page 2/2 Report No .87 Time On Site Time Off Site Date Day of Week 11:00 AM; 1:30 PM; 12/4/19 Wed 3:45 PM 4:15 PM Contractor #2 ............... - Contact Travel Time Weather 1.25 Hr. RT 40s°F, Overcast ....-............. Project Name _._....-- Job Location ............... Client/Owner Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contractor #1 Contact Field Supervisor Reviewed Rino Construction Mike LAC Contractor #2 ............... - Contact Project Manager Reviewed Are approved plans/permits on site? Project No- Permit No. i Supplementary Report: . , .i:.� • r a` ' { ..yaw � w�r. r � r.r.- i Gt W4. 93 i 94 y Earth Solutions NW«C 15365 NE 90`h Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 1 Fax (425) 449-4711 www.esnw.com DAILY FIELD REPORT Project Name Weatherly Inn Contractor #1 Rino Construction Contractor #2 ESNW Rep. AK Project No. 0895.06 Page 1�2 Report No. [88 Time On Site Time Off Site Date Day of Week 12:15 PM; 3:30 PM 2:00 PM; 3:45 PM 12/5/19 Thursday 1.1 ravel Time 1.25 Hr. RT Weather 40s°F, Overcast Job Location Client/Owner 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contact Field Supervisor Reviewed Mike LAC 1IAS Contact Project Manager Reviewed SSI_ Are approved plans/permits on site? Project No. Permit No. Test Test Location Reference Maximum Fill Test % of Number r ip) Elevation Compaction Curve Dry Density Moisture Dry Density Maximum L4(. +M Al 1 (pcf) (%) (pcf) Dry Density 95 See map for approximate location -1' 4 118.4 16.0 112.1 95 96 See map for approximate location -6' 4 118.4 15.5 111.9 95 Supplementary Report: At the client's request, ESNW rep was onsite to observe and test lock and load wall backfill and site ctb. Lock and Load Wall Backfill While onsite, rep observed wall contractor install the third tier of the lock and load wall. Rep observed contractor grade and place import gray 1/2" minus crushed recycled concrete in loose—6"--12" lifts. Rep observed contractor place geo-grid as per plan (8XT). Once lifts were placed, rep observed contractor use a medium sized double drum roller for compaction. Rep took compaction tests on fill and observed material to be adequate of at least 95% of its maximum dry density (118.4.0 lbs./cu. ft.). Rep observed contractor using a cad truck to belt and place material on the top tier of the lock and load wall. Rep observed the south slopes of the lock and load wall to be near vertical. Although over -steepened, slopes are stable in current configuration and stable to work within. Site CTB Rep observed contractor grading throughout the site with a cement powder. Rep observed contractor placing a cement treated base (CTB). Rep observed contractor mix 3% of cement powder into the native material. Rep observed contractor mix material with a cement powder grader and compact with a large single drum roller. ESNW rep will return to observe earthwork activities when requested by client. __� 7L_ Andrew Kimn, Senior Technician, 206-430-9183 Earth Solutions NWLLC ESNW Rep. Project No Page Report No AK 0895.06 2/2 88 15365 NE 90" Street, Suite 100 t Redmond, WA 98052 Time On Site Time Off Site ` Date Day of Week Main (425) 449-4704 1 Fax (425) 449-4711 www.esnw corn 12/5/19 PM; 2:00 PM; 12/5/19 DAILY FIELD REPORT 3:30 PM 3:45 PM Thursday Travel fime Weather 1.25 Hr. RT 40s°F, Overcast Project Name Job Location Client/Owner Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contractor #1 Contact Field Supervisor Reviewed Rino Construction Mike LAC ............... Contractor #2 Contact Project Manager Reviewed Are approved plans/permits on site? Supplementary Report: Project No. Permit No. L .� w� 95 . "L96 J. Earth Solutions NW«C 15365 NE 9o"' Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 1 Fax (425) 449-4711 *X www.esnw.com DAILY FIELD REPORT Project Name Weatherly Inn Contractor #1 Rino Construction Contractor #2 ESNW Rep Project No. Page Report No. AK 0895.06 1/2 89 Time On Site Time Off Site Date Day of Week 1:45 PM 3:30 PM 12/6/19 Friday Travel Time 1.25 Hr. RT Job Location 4500 Talbot Rd. S., Renton, WA Contact Mike Contact Weather 40s°F, Overcast Client/Owner RJ Development, LLC Field Supervisor Reviewed LAC "A. Project Manager Reviewed SSP_ Are approved plans/permits on site? Project No. Permit No Test Test Location Reference Maximum Fill Test % of Number Ma� � Elevation Compaction Curve Dry Density Moisture Dry Density Maximum w(1P J w�11\ (pcf) (%) (pcf) Dry Density 97 See map for approximate location SG 4 118.4 16.1 112.8 95 98 1See map for approximate location 4' 4 118.4 15.7 1 112.2 95 Supplementary Report: At the client's request, ESNW rep was onsite to observe and test lock and load wall backfill and footing excavations. Lock and Load Wall Backfill While onsite, rep observed wall contractor install the third tier of the lock and load wall. Rep observed contractor grade and place import gray 1/2" minus crushed recycled concrete in loose—6"--12" lifts. Rep observed contractor place geo-grid as per plan (8XT). Once lifts were placed, rep observed contractor use a medium sized double drum roller for compaction. Rep took compaction tests on fill and observed material to be adequate of at least 95% of its maximum dry density (118.4.0 lbs./cu. ft.). Rep observed contractor using a cad truck to belt and place material on the top tier of the lock and load wall. Rep observed the south slopes of the lock and load wall to be near vertical. Although over -steepened, slopes are stable in current configuration and stable to work within. Footing Excavations Rep observed contractor using two medium sized excavators to excavate the west footings of the building. Rep observed that contractor was over -excavating at a 1" continuous slope. Rep used a'/" steel t -probe and observed that the footing subgrade was very dense, firm, unyielding, and suitable for support of the proposed building footings. Contractor expressed plans to continue excavating the footings next week. ESNW rep will return to observe earthwork activities when requested by client. 4J6)IL_ Andrew Kimn, Senior Technician, 206-430-9183 y Earth Solutions NWLLC ESNW Rep. AK 15365 NE 90" Street, Suite 100 F Redmond, WA 98052 Time On Site Main (425) 449-4704 1 Fax (425) 449-4711 www esnw com 1:45 PM DAILY FIELD REPORT --- Travel Time 1.25 Hr. RT Project Name Weatherly Inn Contractor #1 Rino Construction Contractor #2 Are approved plans/permits on site? Supplementary Report: Project No. Page Report No 0895.06 2/2 89 ................. Time Off Site Date Day of Week 3:30 PM 12/6/19 Friday Job Location 4500 Talbot Rd. S., Renton, WA --------------- Contact Mike Contact Project No } w 97 I Weather W 40s°F, Overcast Client/Owner RJ Development, LLC Field Supervisor Reviewed LAC Project Manager I Reviewed Permit No.