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Home My WebLink About2002824240138-02252015f r NEIGHBORING FOUNDATION i FROST PROTECTED FOUNDATION, WPI.. APPLIES NO SURCHARGE LOAD TO TEMP, RETAINING WALL. NEW FOUNDAMON {SEE PLAN) : • T ALNAi FROM PROPERTY LEVE, MIN. PLYWOOD OR OSS, iYP ..... R2 -SPAN, MIN,; HSS3x3xIf4" STEEL PILES camel Fol SIRLICTURAL NOTES FORTEMPORARY RETAINING WALL: I. BUILD PER THE: INTERNATIONAL RESIDENTIAL CODE (IRC) AND THE MINNESOTA STATE BUILMNG CODE (MSSC) 2, THE E)MTING NET ALLOWABLE BEARING CAPACITY OF THE $OIL IS ASSUMED TO BE 2.OW PSF AND THE EQUIVALENT FLUID PRESSURE I$ ASSUMED TO BE 45 P F FT MAX. 7'HE WATER TABLE IS ASSUMED TO BE AT LEAST 10'°O" BEI -ow BOTTOM OF EXCAVATION CUT, N'OTfFY ENGINEER OF ANY POOR SOIL CONDITIONS, ,31TE DATA WAS TAKEN FROM THE P. `"EO siTE PLAN PR£1YIDEC, BY SATHRE-BERGQUIST INC., DATED JAN UARY 16, 2016, '- FOUNDATION IS ASS;AAED TO EEA FULL BASEMENT THAT IS APPROXIMATELY &-w OR -OW GRADE. u" 3HORNG MAY NOT BE REQUIRED IF A GEOTECHNICAL. ENGINEER CERTIFIES THAT IT IS NOT NECESSARY (m. A MINIMUM OF 1 TO 1 SLOPE IS ACCOMPLISHED WITH NO URC"HARGE LOADING APKIED ON, -TOP OF E), 4 LOCATE AND IDENTIFY L)T'I .ITESAN3OTHER POSSIBLE C TIONS PRIOR TO INSTALLATION, THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF THE EXISTING STRUCTURE, UTILITIES, ETC. DUPING CONSFRL. TION, 7, RIE STRUCTURE SHALL, RE ADEQUATELY SPACED AND SHORED DURING ERECTION AGAINST WIND AND ERECTION LOADS, STRUCTURAL MEMBERS ARE DEDGMED FOR IN-PLACE LOADS. THE ENGINEER DOES NOT CONTROL MEANS AND METHODS F CONSTRUCTION, 11, THESE DRAWINGSARE PROVIDEDAS CONSTRUCTION DRAWINGS, THE ENGINEER RAS 90 CONTROL OVER THE. REMOVAL OF TI IE TEMPORARY RETAINING WALL, S. ',HE CONTRACTOR SMALL NOTIFY THE ENGINEER IMMEDIATELY OF DISCREPANCIES FOUND BETWEEN CONSTRUCTION DOCUMENTSDOCUMENTSAND ACTUAL FIELD COWTIONS. ,.HE CONTRACTOR TS RESPONSIBLE FOR MAINTAKING, THE CONDTFIONSAND EFEe 0 ONS SHOWN ON THESE DRAWINGS DURING CONSTRUCTION, 1C, I* NOT EXQhVATE BELOW THE TEMPORARY RETAINING WALL., ADD SCAL 8EHIIND THE WALL, DRIVE A VEHICC E NPAR THEr TOP OF THE WALL OR APP Y ANY AM"IT' Rk, SURCHARGE LOAD WIT'HOUTAUT'I R1 ATION FROM THE E'NCINEER. 11. NOTE THAT THESE DRAWINGS N07 INCLUDE NECESWY COMPONENTS FOR CONSTRUCTION SAFM,. . THE CONTRACTOR IS SOLELY RESPONSIBLE FOR cONSTRE TION SAFETY: 13, FROVM CURBS OR OTHER POSITIVE ITR. GE CONTROL AROUNDTHE SITE TOO PREVENT SURFACE WATEP FROM RL WI NG INTO THE SITE OR SATURATING THE. SOIL BEHIND THE TEMPORARY RETAINING WALL, L, COia SLOPE ABODE THE: TEMPORARY WALL WITH POLY W TO PREVENT f TURA`TION AND LOSS CFP SOIL. BEi-HND T FEE WALL. 13, II' CONTRACTM M NO LONGER IN'S7ALL PLYWOOD IN FRONT OF . PILES DUE € O POOR SOILS, 212 LAGGING MAYBE INSTALLED SEMD, THE PILES. FASTEN WITH A:'iC€ NTAGT SHEATHING SYSTEW OR EQUAL, CONTACT ENGINEER FOR MORE INF<ORMATM, E4. ;x TEEL L PILI S. F=b 4E KSI, MIN, 314" PLYWOOD TO HAVE A MtMMLfM APA SPAN RATWG OF 4WO, 2x12 WOW LAGGING. HEM FIR OIL EQUAL, Fb = ISM PSI, IF NEEDED. 1E, USE OF Tf*—SE DRAWNGS IS PROHIBITED FOR OTHER PROJECTS, ADDITIONS TO EBF E:XTE"ONS OF THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS E XCEPT `MIH WRMN AUTHORIZATION BY THE ENGINEER, THIS WALL IS TE AW S"OULDNOT BE LEFT IN PLACE FOR MORETKAN 30 DAYS, �g[k3 STPUCTURAC- E't+GIPt'E: tilt O 47507 f f 5617 ABBOTT AVE TH MINNEAPOLIS, r �z, r I 7 SP7Off__ ._.. ............ FSRUARY f9, M16 WE RAIOENSE SHORING PLAN sp I �o -oag I ac3v X617 -lk < _ Ile .,.... t f r NEIGHBORING FOUNDATION i FROST PROTECTED FOUNDATION, WPI.. APPLIES NO SURCHARGE LOAD TO TEMP, RETAINING WALL. NEW FOUNDAMON {SEE PLAN) : • T ALNAi FROM PROPERTY LEVE, MIN. PLYWOOD OR OSS, iYP ..... R2 -SPAN, MIN,; HSS3x3xIf4" STEEL PILES camel Fol SIRLICTURAL NOTES FORTEMPORARY RETAINING WALL: I. BUILD PER THE: INTERNATIONAL RESIDENTIAL CODE (IRC) AND THE MINNESOTA STATE BUILMNG CODE (MSSC) 2, THE E)MTING NET ALLOWABLE BEARING CAPACITY OF THE $OIL IS ASSUMED TO BE 2.OW PSF AND THE EQUIVALENT FLUID PRESSURE I$ ASSUMED TO BE 45 P F FT MAX. 7'HE WATER TABLE IS ASSUMED TO BE AT LEAST 10'°O" BEI -ow BOTTOM OF EXCAVATION CUT, N'OTfFY ENGINEER OF ANY POOR SOIL CONDITIONS, ,31TE DATA WAS TAKEN FROM THE P. `"EO siTE PLAN PR£1YIDEC, BY SATHRE-BERGQUIST INC., DATED JAN UARY 16, 2016, '- FOUNDATION IS ASS;AAED TO EEA FULL BASEMENT THAT IS APPROXIMATELY &-w OR -OW GRADE. u" 3HORNG MAY NOT BE REQUIRED IF A GEOTECHNICAL. ENGINEER CERTIFIES THAT IT IS NOT NECESSARY (m. A MINIMUM OF 1 TO 1 SLOPE IS ACCOMPLISHED WITH NO URC"HARGE LOADING APKIED ON, -TOP OF E), 4 LOCATE AND IDENTIFY L)T'I .ITESAN3OTHER POSSIBLE C TIONS PRIOR TO INSTALLATION, THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF THE EXISTING STRUCTURE, UTILITIES, ETC. DUPING CONSFRL. TION, 7, RIE STRUCTURE SHALL, RE ADEQUATELY SPACED AND SHORED DURING ERECTION AGAINST WIND AND ERECTION LOADS, STRUCTURAL MEMBERS ARE DEDGMED FOR IN-PLACE LOADS. THE ENGINEER DOES NOT CONTROL MEANS AND METHODS F CONSTRUCTION, 11, THESE DRAWINGSARE PROVIDEDAS CONSTRUCTION DRAWINGS, THE ENGINEER RAS 90 CONTROL OVER THE. REMOVAL OF TI IE TEMPORARY RETAINING WALL, S. ',HE CONTRACTOR SMALL NOTIFY THE ENGINEER IMMEDIATELY OF DISCREPANCIES FOUND BETWEEN CONSTRUCTION DOCUMENTSDOCUMENTSAND ACTUAL FIELD COWTIONS. ,.HE CONTRACTOR TS RESPONSIBLE FOR MAINTAKING, THE CONDTFIONSAND EFEe 0 ONS SHOWN ON THESE DRAWINGS DURING CONSTRUCTION, 1C, I* NOT EXQhVATE BELOW THE TEMPORARY RETAINING WALL., ADD SCAL 8EHIIND THE WALL, DRIVE A VEHICC E NPAR THEr TOP OF THE WALL OR APP Y ANY AM"IT' Rk, SURCHARGE LOAD WIT'HOUTAUT'I R1 ATION FROM THE E'NCINEER. 11. NOTE THAT THESE DRAWINGS N07 INCLUDE NECESWY COMPONENTS FOR CONSTRUCTION SAFM,. . THE CONTRACTOR IS SOLELY RESPONSIBLE FOR cONSTRE TION SAFETY: 13, FROVM CURBS OR OTHER POSITIVE ITR. GE CONTROL AROUNDTHE SITE TOO PREVENT SURFACE WATEP FROM RL WI NG INTO THE SITE OR SATURATING THE. SOIL BEHIND THE TEMPORARY RETAINING WALL, L, COia SLOPE ABODE THE: TEMPORARY WALL WITH POLY W TO PREVENT f TURA`TION AND LOSS CFP SOIL. BEi-HND T FEE WALL. 13, II' CONTRACTM M NO LONGER IN'S7ALL PLYWOOD IN FRONT OF . PILES DUE € O POOR SOILS, 212 LAGGING MAYBE INSTALLED SEMD, THE PILES. FASTEN WITH A:'iC€ NTAGT SHEATHING SYSTEW OR EQUAL, CONTACT ENGINEER FOR MORE INF<ORMATM, E4. ;x TEEL L PILI S. F=b 4E KSI, MIN, 314" PLYWOOD TO HAVE A MtMMLfM APA SPAN RATWG OF 4WO, 2x12 WOW LAGGING. HEM FIR OIL EQUAL, Fb = ISM PSI, IF NEEDED. 1E, USE OF Tf*—SE DRAWNGS IS PROHIBITED FOR OTHER PROJECTS, ADDITIONS TO EBF E:XTE"ONS OF THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS E XCEPT `MIH WRMN AUTHORIZATION BY THE ENGINEER, THIS WALL IS TE AW S"OULDNOT BE LEFT IN PLACE FOR MORETKAN 30 DAYS, �g[k3 STPUCTURAC- E't+GIPt'E: tilt O 47507 f f 5617 ABBOTT AVE TH MINNEAPOLIS, r �z, r I 7 SP7Off__ ._.. ............ FSRUARY f9, M16 WE RAIOENSE SHORING PLAN sp I �o -oag I ac3v X617 -lk <