11519 2ND AVE SE 2018-01-16 - Laserfiche WebLink

C: 17�� - G 3� . • � � � vZ �.�1�' ,�L �� �" 7 � � �� FIELD REPORT 1 of 2 �. .. .�_� �.�.�_�.s ��u��.��,�G��.�6.��.�..�.��.��..�.�,.,� �M�� M.� �� —�, � Project Name Everett River Front Simpson � Yt 039 _.... _._. _ .._.... ...... __ _.. Repo � � i GeoDesign# Polygon-127-03 : Date 05/11/2017 ° � _.._.. __...�._. _.._...._.._ _.._.. _ _.... . .__. �. _..._.______ _ _.__._... �. ... �___._.� Reports with Unresolved Nonconformance Issues: % Permrt: g � PW1505-005 � � ;w � � „ � �� _ .�� w�,�.� ��..< ,�...4,��, ��.-�� = ��,�,,�.«��-��,� � � �� ,� � � . ` Nick Abdelnour(Polygon) ��YaRandy Allen(City of Everett) � Weather: Cloudy/Rain, 50 S � ,: _ __ � _. _..... _._. _.._... _ .. _. . P._. ..._ _ � g Ron Bowen(Polygon) Eddy Stevens(Polygon) Afl'IVdI/De arture 1430/1500 � Distr�bution: _. _ _ _. � $ Doug Ross(Polygon) Kirk Keck(City of Everett) ; Paul McKee(City of Everett) �ave Foscer�c�ty ot Eve�ett) Prepared By. Ben Weinberg � < _ _ _ _ _ _ _. y�Q.f _ _� ; Attachments: m. Site Plan(s) m Density Test Summary Signature �-j� - , ; ❑ Instailation Records 0 Other Reviewed By . � ;�. �.,�-..� ..�.�,�a�:�...�a�� _: ..�......��. �� .��.._...�� .�.��.F, a��..�. ___�.�,.��.��.�:�.��,.�:�:...�:.�.::,�,��,�� PURPOSE of VISIT: GeoDesign representative, Ben Weinberg, was on-site part time at the request of Craig with DDS to observe the foundation subgrade for Lots 224 and 225. SUMMARY of OBSERVATIONS: Lot 224. Previously, GeoDesign noted that DDS had over-excavated and stabilized the Lot 224 area in accordance with our recommendations. Today, GeoDesign noted that DDS had backfilled the Lot 224 area with approximately 2 feet of quarry spalls (2-4 inch)and approximately 1 foot of 2 inch railroad ballast. The 2 feet of quarry spalls were placed and tamped into place using the bucket of an excavator. The 2 inch railroad ballast material was placed and spread using an excavator and compacted into a firm and unyielding mass using a smooth drum vibratory roller. it is the opinion of GeoDesign that the founcfation subgrade ac�a for Lot 224 observed today is currently suitable for support of the intended structure. Lot 225: Previously, GeoDesign noted that DDS had over-excavated and stabilized the Lot 225 area in accordance with our recommendations. Today, GeoDesign noted that DDS had backfilled the Lot 225 area with approximately 2-3 feet of 2 inch railroad ballast material. The 2-3 feet of 2 inch railroad ballast material was placed in lifts and tamped into place using the bucket of an excavator. The exposed material at the plan bottom of footing was compacted into a firm and unyielding mass using a smooth drum vibratory roller. It is the opinion of GeoDesign that the foundation subgrade area for Lot 225 observed today is currentiy suitable for support of the intended structure. The contractor was notified of our observations prior to our departure from the site_ A summary of our observations and density tests can be found in the attached Figure 1. This report presents opinions formed as a result oi our observacion of activities relating to geotechnical engineering or envvonmental service>. We rely on the contractor to comply with the plans and specifications throughout the duration of the project irrespeRive of the presence of our represencative. Gur work dces not mdude supervision or direction of the convaaor,the mntraRor's employees or agents. Our firm is not responsible for site safery.This field report is a DRAFT representauon of our field observations,testing,and preliminary recommendations.The repat can only be considered final upon review of the GeoDesign project manager,as indicated by mitials in the"Reviewed By'seRion. 10700 Meridian Avenue North,Suite 402 I Seattle,WA 98133 I 206.838.9900 2502 Jefferson Avenue I Tacoma,WA 98402 I 253.203.0095 � � � � �_�