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GENERAL NOTES: <br /> 1. THE WALL IS TO BE CONSTRUCTED USING 4" X 6" X 8' TREATED FACE OF WALL <br /> TIMBERS AND 10" GALVANIZED STEEL SPIKES. <br /> 2. THE TIE BACKS SHALL BEGIN APPROXIMATELY 4' FROM ENDS OR <br /> CORNERS AND AT 8' O.0 (MAX) THEREAFTER. J <br /> � 8' <br /> 3. 4 SPIKES ARE REQUIRED FOR EVERY 8' TIMBER (2' O.C., 12" FROM U U <br /> JOINTS AND ENDS OF TIMBERS). 5 SPIKES ARE REQUIRED WHEN <br /> EITHER ABOVE ANCHORS OR IN CORNERS. 6 SPIKES ARE REQUIRED <br /> WHEN BOTH ABOVE ANCHOR AND IN CORNER. 10" GALV STEEL SPIKE 7' <br /> 4. TWO SPIKES ARE REQUIRED AT EACH TIE BACK/WALL CONNECTION. 8' <br /> 5. USE 2 SPIKES TO SECURE ALL ANCHOR CONNECTIONS BEHIND WALL. 8' O.C. <br /> 6. A MINIMUM EMBEDMENT OF 12" IS REQUIRED. <br /> 7. USE SELECT GRANULAR BACKFILL AS IN THE REINFORCED ZONE AS <br /> SHOWN. COMPACT SAND BACKFILL AND ALL OTHER MATERIAL PLACED T <br /> PLACED WITHIN THE SLOPE TO A MINIMUM OF 95% OF STANDARD (NOT TO SCALE) 1 <br /> PROCTOR DENSITY. <br /> 2.67' <br /> . ,11 8 <br /> 8" LOW PERMEABLE SOIL 7'8 <br /> 2 (MAX) <br /> TOP VIEW - TIE BACKS <br /> SAND BACKFILL <br /> (NOT TO SCALE) <br /> RETAINED SOIL <br /> ; <br /> , <br /> , <br /> 4" X 6" TREATED TIMBERS ) 8' TIE BACK <br /> x <br /> a <br /> IT i ANCHOR 4" <br /> a <br /> � FINISHED GRADE � I <br /> s 7' TIE BACK 12" (MIN)—moi 9 <br /> I , <br /> APPROXIMATE LIMITS <br /> OF EXCAVATION <br /> 1- - 4" DIA CORRUGATED PERFORATED <br /> PVC DRAINTILE WITH SOCK. <br /> 1'-0- (MIN) DAYLIGHT 0 ENO OF WALL. I - STEEL SPIKE I + ► <br /> LOW PERMEABLE SOIL 6" <br /> 6" UNREINFORCED CONCRETE OR <br /> CRUSHED STONE LEVELING PAD <br /> t I <br /> I <br /> TYPICAL TIMBER WALL SECTION TYPICAL CORNER DETAIL FRONT VIEW - ANCHORS <br /> (NOT TO SCALE) (NOT TO SCALE) (NOT TO SCALE) <br /> COPYRIGHT (c) 2006 BY CIVIL SOLUTIONS GROUP, LLC. <br /> CIVIL SOLUTIONS GROUP, LLCNo. Dote Revision By <br /> Designed By: Project: Registration No: <br /> I hereby certify that this plan specification, or report was <br /> MRJ GAGE RESIDENCE 25493 prepared by a or under my direct supervision and that <br /> 8200 HUMBOLDT AVENUE SOUTH, SUITE 100 ORONO, MN Project No: of thduly Lictate f e a <br /> seP rofessio Engineer under the laws <br /> BLOOMINGTON, MN 55431 Scale: <br /> PHONE: (952) 294-4755 NTS 06-189 <br /> FAX: (952) 294-4595 Date: Title: WALL SECTION AND DETAILS Drawing No: •-1 o <br /> �� b <br /> MIKE@CIVILSOLUTIONSGROUP.COM 05 MAY 06 ^1 Date: <br /> L Michael R. Joh on,1P.E. <br />