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HomeMy WebLinkAboutPermit Field Test & Inspection Report 1996-12-12 , . t ,. .' . @ Branch Engineering '\ 12-12-96 310 5th Street Springfield. Oregon 97477 (541) 746,0637 Fax (541) 746,0389 Bob Barnhart Community Services Division City of Springfield 225 5th Street, Springfield, Oregon 97477 SUBJECT: Building Permit #961292 Dear Mr. Barnhart: I have visit the building site at 6759 Ivy Street on 12-12-96, and I have noted as follows: 1) Storm water has undermined the east side of the footing, as indicated ,on the attached sketch. 2) On the west side of the garage, and adjacent to the entry, the footing pour was left incomplete, creating a wedge-shaped void at the top side of the footing. The following requirements are to be met to mitigate these two deficiencies: 1 ) A drainage system must be designed and approved, such that all future storm water will be directed away from the perimeter of the foundation. Such a design has not been requested from us by the property owner, Reestablish sufficient underpinning of the footing along the east side of the foundation. This is to be done by placing a form at 5" to the east of the existing outside footing line. Then fill the void area is to be filled with grout. Grout must be consolidated with a mechanical vibrator. 2) The void at the top side of the footing may be filled in with grout. The #4 dowels at this location are more than adequate to resist shear force from the fill at the entry side. A bonding agent should be used at this cold joint. The outside of this seam should be sealed with an asphalt emulsion. Please call me if you have any questions, 'RtL.~ ~f:,V' <0 Rene Fabricant TRANSPORTATION CIVIL / SURVEYING (. . . .1 (tj -:<;~ (,rQ>><::.~ ~;=,'-\.. i\:l!:L(..J+1' ~ z....... z..s,1 -, L " ,. -I --' .~. .' ~ .:... r 1, Z'" I. ~ &.:~.. ~\i'" 910 12. 9"2- ._--_.----~ \.~ ; ~ __...:...0..... ;;~_._ " I" ' , -_ ~ 1 " ...... " ,-..~~~~ - , .. 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