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r � <br /> Client: <br /> � � Stonewood, LLC <br /> 22,�„ 153 East Lake Street <br /> GRADE BY OTHERS Wayzata, MN 55391 <br /> RBv Descnotion Date <br /> a I I- - _I <br /> � � =1 I �- <br /> o � � i- <br /> °' #4 HORIZ. BARS @ 24"O.C. a <br /> ¢ <br /> N � <br /> � <br /> d <br /> 4. <br /> � � � � o <br /> � FOU N DATION PLAN � SAND BACKFILL IS REQUIRED <br /> r-� - 12"C.I.P. CONCRETE WALL <br /> J'H NEW BOAT HOUSE FOUNDATION <br /> PLAN SHOWN FOR REFERENCE <br /> PURPOSES ONLY ° <br /> VERTICAL BAR OPTIONS: <br /> MATERIALS #5 BARS @ 24"O.C. <br /> CONCRETE: F'c=3500 PSI Qa 28 DAYS OR#6 BARS @ 36"O.C. � <br /> AGGREGATE: FOOTINGS- 1 YZ"MAX. ° • 2"TO VERT.BARS& HOOKS <br /> WALLS-3a"MAX. <br /> REINFORCING STEEL: ASTM A615 GRADE 60 CONTRACTOR OPTION: DRAIN TILE BY OTHERS <br /> BACKFILL AS NOTED: SAND (GROUP I) <br /> . 10"C.I.P. CONCRETE WALL RELATIVELY LEVEL GRADE <br /> '�raa=30 PSF/FT(ACTIVE) • #5 HOOKS @ 9"O.C.OR#6 a <br /> HOOKS�a 12"O.C. <br /> ALLOWABLE SOIL . #5 VERTICALS�a 18"O.C.OR -I I I—I I I—I I I—I I <br /> BEARING CAPACITY: 2000 PSF NET(ASSUMED) #6 VERTICALS Qa 24"O.C. ���—��1=I I I <br /> � <br /> �;�I I a HOOK OPTIONS: � <br /> #5 HOOKS Qa 12"O.C. OR � <br /> #6 HOOKS�a 18"O.C. <br /> (4)#4 LONGITUDINAL 2-� <br /> � BARS <br /> �, a <br /> 1'-6" #5 BARS�a 24"O.C. <br /> 12"THICK C.I.P. OR <br /> CONCRETE FOOTING � #6 BARS Qa 36"O.C. <br /> a.. <br /> n e d a. . iv <br /> a Q a . <br /> 3407 Kilmer Lane North <br /> M Suke 4 <br /> �j'-p" Plymouth,MN,55441 <br /> Tel 612-70&3572 <br /> � www.hanso�roupmn.eom <br /> Pro�ect: <br /> Boat House Option 1 <br /> WALL SECTION Torgerson Residence <br /> 2 1410 Cherry Place <br /> S1A CANTILEVERED RETAINING WALL Orono, MN <br /> ProfeCt Num6er: 4 257/� � � <br /> L ' <br /> Date: Mav 6.2015 <br /> Sheets: 1 of 1 <br /> � COPYRIGHT HANSON GROUP LLC 2015 <br />