HomeMy WebLinkAboutTiffany Park Concrete Retainin (2)
CA_Structural_WALL_Visser_170926_v2.pdf KM_364e-20170926131351
C_Response_Letter_Earth_Solutions_171002_v2.pdf
C_Response_Letter_Visser_170922_v2.pdf KM_364e-20170926131536
C_Submittal_Letter_Barghausen_171003_v2.pdf Double-Click to Insert Date (F11 to Next Field)
CIVIL ENGINEERING, LAND PLANNING, SURVEYING 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251-6222 (425) 251-8782 FAX BRANCH OFFICES TUMWATER, WA KLAMATH FALLS, OR
LONG BEACH, CA ROSEVILLE, CA SAN DIEGO, CA www.barghausen.com October 3, 2017 ELECTRONIC DELIVERY Ann Fowler Development Engineering City of Renton Community and Economic
Development 1055 South Grady Way Renton, WA 98057 RE: Structural Retaining Wall - Resubmittal Plat of Allura at Tiffany Park City of Renton File No. C17004253 BCE Job No. 16055
Dear Ann: We have revised the reinforced concrete retaining wall for the project referenced above in accordance with the Review Comments from Reid Middleton dated September 11, 2017.
Enclosed for your review and approval are the following: 1. One (1) Response Letter from Visser Engineering dated September 22, 2017 2. One (1) revised Structural Drawing prepared
by Visser Engineering dated September 26, 2017 3. One (1) copy of revised Structural Calculations prepared by Visser Engineering dated September 26, 2017 4. One (1) copy of the Geotechnical
Engineering Study prepared by Earth Solutions NW dated November 11, 2016 5. One (1) copy of the Geotechnical Addendum prepared by Earth Solutions NW dated October 2, 2017 6. One (1)
copy of the Approved Sheet 16 of 68 prepared by Barghausen Consulting Engineers, Inc. dated August 23, 2017 We believe that the enclosed revised plans and technical documents, address
all of the Review Comments by Reid Middleton. Please review and approve the enclosed documents at your earliest convenience. If you have questions or need additional information, please
contact me at this office. Thank you. Sincerely, Barry J. Talkington, P.E. Senior Project Engineer BJT/ns [16055c.029] enc: As Noted cc: Lisa Cavell, MainVue WA LLC Stephannie
Karlsson, MainVue WA LLC Thomas A. Barghausen, Barghausen Consulting Engineers, Inc. Rob Gonia, Barghausen Consulting Engineers, Inc.
P_APVD_Road_Barghausen_170823.pdf Layout1
ALLURA AT TIFFANY PARK ALLURA AT TIFFANY PARKTED-40-3923 8/23/2017 PR-13007339 DEVELOPMENT ENGINEERING Ann Fowler 08/23/2017
P_WALL_Visser_170926_v2.pdf CSW
C17004253
RS_Geotechnical_Earth_Solutions_161111.pdf
Earth Solutions NWLLC Earth Solutions NWLLC GeotechnicalEngineering Geology EnvironmentalScientists ConstructionMonitoring 1805-136thPlaceN.E.,Suite201 Bellevue,WA98005 (425)449-4704
Fax(425)449-4711 www.earthsolutionsnw.com GEOTECHNICALENGINEERING STUDY ALLURAATTIFFANYPARK SOUTHEAST18th STREET& MONROEAVENUE SOUTHEAST RENTON, WASHINGTON ES-3633.03 Drwn. Checked
Date Date Proj. No. Plate Earth Solutions NWLLC Geotechnical Engineering,Construction Monitoring Earth Solutions NWLLC Earth Solutions NWLLC and Environmental Sciences Vicinity Map
Allura atTiffany Park Renton, Washington MRS KDH 11/11/2016 Nov. 2016 3633.03 1 NORTH NOTE:Thisplatemaycontainareasofcolor.ESNWcannotbe responsibleforanysubsequentmisinterpretationoftheinformation
resultingfromblack&whitereproductionsofthisplate. Reference: King County, Washington Map 656 ByTheThomas Guide Rand McNally 32nd Edition SITE Plate Proj. No. Date Checked By Drwn. By
EarthSolutionsNWLLC GeotechnicalEngineering,ConstructionMonitoring andEnvironmentalSciences Earth Solutions NWLLC Earth Solutions NWLLC TestPitLocationPlan AlluraatTiffanyPark Renton,Washington
MRS KDH 11/11/2016 3633.03 2 NORTH 0 80 160 320 Scale in Feet 1"=160' NOTE:Thisplatemaycontainareasofcolor.ESNWcannotbe responsibleforanysubsequentmisinterpretationoftheinformation
resultingfromblack&whitereproductionsofthisplate. NOTE:Thegraphicsshownonthisplatearenotintendedfordesign purposesorprecisescalemeasurements,butonlytoillustratethe approximatetestlocationsrelativeto
theapproximatelocationsof existingand/orproposedsitefeatures.Theinformationillustrated islargelybasedondataprovidedbytheclientatthetimeofour study.ESNWcannotberesponsibleforsubsequentdesignchanges
orinterpretationofthedatabyothers. LEGEND Approximate Location of ESNW Test Pit, Proj. No. ES-3633.03, Nov. 2016 Approximate Location of AESI Exploration Pit, Proj. No. KE120359A, Sept.
2012 Subject Site Proposed Lot Number Wetland (Delineated by Others) MERCER ISLAND PIPELINE R/W TP-1 TP-2 TP-3 TP-4 EP-1 EP-2 EP-3 EP-4 EP-5 EP-6 EP-7 EP-8 EP-9 EP-10 EP-11 TP-1 EP-12
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 414 2 43 44 45 46 47 48 49 505 15 2 53 545 55 6 57 58 59 60 61 62 63 64
65 66 676 86 9 707 17 2 73 74 75 76 777 8 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 TractA Tract B Tract C Tract D Tract E Tract F Tract H Tract I Tract J Tract K Tract L Tract
M Tract G Drainage, Landscaping & Utilities EP-1 39 S.E. 158TH STREET 124TH PLACE S.E. S.E. 18TH STREET S.E. 18TH STREET ROAD A Drwn. Checked Date Date Proj. No. Plate Earth
Solutions NWLLC Geotechnical Engineering,Construction Monitoring and Environmental Sciences Earth Solutions NWLLC Earth Solutions NWLLC RETAINING WALLDRAINAGE DETAIL NOTES: Free-Draining
Backfill should consist of soil having less than 5 percent fines. Percent passing #4 should be 25 to 75 percent. Sheet Drain may be feasible in lieu of Free-Draining Backfill, per ESNW
recommendations. Drain Pipe should consist of perforated, rigid PVC Pipe surrounded with 1-inch Drain Rock. LEGEND: Free-Draining Structural Backfill 1-inch Drain Rock 18" Min. Structural
Fill Perforated Drain Pipe (Surround In Drain Rock) SCHEMATIC ONLY- NOTTO SCALE NOTACONSTRUCTION DRAWING Sheet Drain (See Note) Floor Slab (WhereApplicable) Allura atTiffany Park Renton,
Washington MRS KDH 11/11/2016 Nov. 2016 3633.03 3 Drwn. Checked Date Date Proj. No. Plate Earth Solutions NWLLC Geotechnical Engineering,Construction Monitoring and Environmental Sciences
Earth Solutions NWLLC Earth Solutions NWLLC FOOTING DRAIN DETAIL Slope Perforated Rigid Drain Pipe (Surround with 1" Rock) 18" (Min.) NOTES: Do NOT tie roof downspouts to Footing Drain.
Surface Seal to consist of 12" of less permeable, suitable soil. Slope away from building. LEGEND: Surface Seal; native soil or other low permeability material. 1" Drain Rock SCHEMATIC
ONLY- NOTTO SCALE NOTACONSTRUCTION DRAWING Allura atTiffany Park Renton, Washington MRS KDH 11/11/2016 Nov. 2016 3633.03 4
Transmittal - 00036.pdf
Transmittal 18215 72nd Ave S, Kent, WA 98032 Page 1 of 1 PROJECT: Allura at Tiffany Park 016055 DATE: 10/3/2017 SUBJECT: Tiffany Park Concrete Retaining Wall TRANSMITTAL ID: 00036 PURPOSE:
For your review and comment VIA: Info Exchange FROM NAME COMPANY EMAIL PHONE Barry Talkington 18215 72nd Ave S Kent WA 98032 United States Barghausen Consulting Engineers, Inc. btalkington@barghause
n.co m (425) 251-6222 TO NAME COMPANY EMAIL PHONE AFowler@Rentonwa.gov AFowler@Rentonwa.gov REMARKS: Here is a link to download the submittal materials for the Building Permit Review
of the concrete retaining wall. Barry DESCRIPTION OF CONTENTS QTY DATED TITLE NOTES 1 9/26/2017 CA_Structural_WALL_Visser_170926_v2.pdf 1 10/2/2017 C_Response_Letter_Earth_Solutions_171002_v2.pdf
1 10/3/2017 C_Response_Letter_Visser_170922_v2.pdf 1 10/3/2017 C_Submittal_Letter_Barghausen_171003_v2.pdf 1 10/2/2017 P_APVD_Road_Barghausen_170823.pdf 1 10/3/2017 P_WALL_Visser_170926_v2.pdf
1 11/11/2016 RS_Geotechnical_Earth_Solutions_161111.pdf