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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. 2.67' <br /> 1 4 SPIKES ARE REQUIRED FOR EVERY 8' TIMBER (2' O.C., 12" FROM U L <br /> � 8 <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 <br /> PLACED WITHIN THE SLOPE TO A MINIMUM OF 95% OF STANDARD (NOT TO SCALE) <br /> PROCTOR DENSITY. APPROVED <br /> APPROVEDASNOTED 2'67 <br /> _] 8 <br /> REVISE AND RESUBMIT <br /> Q NOTAPPROVED �L <br /> I <br /> ENGINEER'S review and approval of this submittal are expressly limited as provided <br /> 8" LOW PERMEABLE SOIL in the Contract Documents and aro only to determine conformance with information 7' <br /> given in Contract Documents and compatibility with design concept of completed 8' <br /> project as a functioning whole as indicated in the Contract Documents. <br /> CONTRACTOR is,and ENGINEER is NOT responsible for all matters relating to <br /> fabrication,shipping•handling,storage,assembly,installatiaa,construction(including <br /> 2 (MAX) all safety aWmts of performing the Work)and for coordinating the Work TOP VIEW - TIE BACKS <br /> 1 Bt?AIESTR00,ROSENF AND &ASSOCIATES,INC (NOT TO SCALE) <br /> RETAINED SOIL B Date: S 6 <br /> SAND BACKFILL —� <br /> 4" X 6" TREATED TIMBERS 8' TIE BACK <br /> x <br /> ANCHOR 4' <br /> FINISHED GRADE <br /> 7' TIE BACK <br /> 12- (MIN) <br /> APPROXIMATE LIMITS � I <br /> OF EXCAVATION I <br /> E <br /> 7 i <br /> 4" DIA CORRUGATED PERFORATED I , <br /> PVC DRAINTILE WITH SOCK. <br /> L 1 –0" (MIN) <br /> DAYLIGHT @ END OF WALL. STEEL SPIKE <br /> LOW PERMEABLE SOIL i 6" <br /> 6" UNREINFORCED CONCRETE OR <br /> CRUSHED STONE LEVELING PAD �– <br /> I <br /> II <br /> TYPICAL TIMBER WALL SECTION <br /> 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, LLC No, Date Revision <br /> By Designed By: Project: Registrctlon No: hereby certify that this plan soecificotion, or report was <br /> MRJ GAGE RESIDENCE 25493 prepared by e or under my direct supervision and that <br /> 8200 HUMBOLDT AVENUE SOUTH, SUITE 100 I am duly Lic nse crofessio Engineer under the laws <br /> BLOOMINGTON, MN 55431 <br /> Scale: ORONO, MN Project Na: of the State f M n a. <br /> PHONE: (952) 294-4755 I NTS Title: <br /> 06-189 <br /> FAX: (952) 294-4595 � Date: WALL SECTION AND DETAILS Drawing Na: Sl--tlae <br /> 2 Date: <br /> MIKE@CIVILSOLUTIONSGROUP.COM 05 MAY 06 Micnael R. Joh on, P.E. <br />