1993-005498 - retaining wall - Laserfiche WebLink

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ALLAN BLOCK RETAINING WALL SECTION P ORONO COO Ca unit Core fill block with granular materials TIN 99'0" -------------------•--------------------------------------- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . T-0„ . . . ter, . . . . . . . . . . . :. . . . . . . . . Mirafi ST 9'-3" T-0" _I Mirafi ST 10'-3" T-0" Mirafi ST Granular materials T-0" 0'-7" Mirafi 5T T-0" Native soils El' 89'9" �v- Mirafi 5T {� 4,.ABS drainti . . . . . . . . . . . . . . . . . , , , .. . . . . . . . . . . . . • , , • , , , , , , , Compacrlue RM PLATA REV1ON , . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .._ P2MIT NO. GENERAL NOTES.' 1. COMPACT1C11n,t^ i AU.BE 95%STANDARD PR,OCTOR ,"� Hr NOTED Z. BASE SH -CONSIST OF COMPACTS SANDS/GRAVEL.MIN 5-THICr4�❑�-C�� 3. DRAINAGE FILL 12"THICK SHALL BE INSTALLED-WITHIN AND 8eHINrYTHEWW1&BM IT TO WITHIN I'OF TOP OF WALL - II hdll hP.t16^^ 4. FINAL ALIGNMENT OF THE WALL SHALL BE LOCATED IN THE,,1.,9 IF CQNQ S ARE DIFFERENT THAN THOSE PRESENTED,CONTRACTOR SHALL NQ�1WZ &' C 046 PRIOR TO PROCEEDING. t.= I G; _ S,;c: n Al i. T ;J,,. .� Designed forSennettResidence SERVICE ENGINEERING i'HERE CE IFY THAT THIS PLAN. SPECIFICAnON. 315 Tonkawa Road CIVIL ENGINEERING CONSULTANTS OR REP)?IRTS PRE AREO BY ME OR UNDER MY U UP SIDN' NO THAT I AM A DULY OfOnO,MN P.O.BOX 65247 ED ROFES ONAL I INE R UNDER THE ST.PAUL,MN.551-100247 STA F (612)770-5338 Clients phone 368-3511 DAS DATE 3RECISTRAn ON NO. Em 5 Fete: SCe10 IT 8/29/93 1/2'=1' Designer: JOHN KLEHERMES/DAS