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CONCRETE PAVER <br />FILLED WITH JOINT SAND 2 3J8' MIN. THICKNESS <br />(ASTM C144) <br />1" BEDDING SAND <br />1'-6" (ASTM C33) <br />(3/8 ") 6n COMPACTED BASE <br />CLASS V GRAVEL <br />/-- <br />t— <br />EROSION CONTROL <br />MATERIAL (GRASS) <br />CV CID <br />CONCRETE EDGE -� <br />EXISTING GROUND LINE <br />HOUSE 1' <br />1 1i <br />12" STEEL STAKE COMPACTED SOIL SUBGRADE 95$_0' ���/ GEOGRID SOIL REIFORCEMENT <br />#3 (3/8 ") @ 18" REBAR <br />GEOTEXTILE FIBER FABRIC (SEE DETAIL 1) <br />1" !. <br />TURN UP AT SIDES OF BASE PINS <br />(OVERLAP 12" MIN.) SEGMENTAL RETAINING WALL (2 PER UNIT) <br />UNITS (MODEL VERSA-LOK) 3!4 " ! <br />DETAIL 1 � GEOTEXTILE FIBER FABRIC <br />c"M (OVERLAP 12" MIN.) <br />TYPICAL SECTION EXCAVATION " <br />FINAL GRADE (CUT} d' <br />� _ DRAW PIPE - 4" diAM. PERFORATED PLASTIC <br />PIPE WRAPPED WITH FILTER FABRIC DRAIN <br />DRIVEWAY CONCRETE PAVER AND EDGE 95.0, ------ ---- <br />SOIL _ DRAINAGE <br />(GRAVEL) <br />3 94 (1/2 "} <br />#3 (3/8 ") @ 8- <br />21 2 #3 (3/8") <br />(PER BLOCK UNIT) <br />DETAIL 4 CONCRETE FOOTING <br />Concrete - Min.Comp.Strength = 3500 PSI <br />SECTION DD (ELEVATION) <br />CONCRETE FLOOR ARCHITECTURAL STONES CONCRETE BLOCK RETAINING WALL HEIGHT -4' <br />EXISTING Min.Comp.Strength = 3500 PSI (RIVER STONE) CONCRETE PAVER <br />HOUSE thick = 4" " 2 /$ MIN. THICKNESS <br />1�" " 1" BEDDING SAND <br />(ASTM C33) <br />COMPACTED BASE <br />f20/) CLASS V GRAVEL <br />FILL <br />FINAL GRADE <br />GEOTEXTILE FIBER FABRIC <br />(OVERLAP 12" MIN.) <br />DETAIL Z <br />SECTION EE <br />DRAIN <br />4" MIN. <br />(MUST BE ZERO AT THE <br />END OF THE DRAIN) <br />DRAIN PIPE - 4" DIAM. PERFORATED PLASTIC <br />PIPE WRAPPED WITH FILTER FABRIC DRAIN <br />DRAINAGE <br />(GRAVEL) <br />DETAIL 3 <br />SECTION FF <br />DRAIN <br />DEMARS-GABR/EL <br />I hereby certify that this survey, plan or report was prepared by me <br />LAND SURVEYORS, INC. <br />or under my direct supervision and that I am a duly Registered Land <br />Surveyor under the Laws of the State of Minnesota. <br />6875 Washington Ave, So. <br />DETAILS PAVER, DRAIN AND RET. WALLS <br />Suite 209 <br />DATE: 09/13/2013 <br />Edina, MN 55439 <br />David E. Gf00k <br />Phone. 559-0908 <br />Fax (952) 767-0490 <br />Date: September 12, 2011 Minn. Reg. No. 22414 <br />PINS 1' <br />(2 PER UNIT} <br />CONCRETE BLOCKS <br />:GMENTAL RETAINING WALL ! <br />UNITS - MODEL VERSA LOK) <br />I I <br />FINAL GRADE N - <br />SOIL <br />EROSION CONTROL <br />MATERIAL (GRASS) <br />r GEOTEXTILE FIBER FABRIC <br />(OVERLAP 12" MIN.) <br />DRAIN PIPE -4" DIAM. PERFORATED PLASTIC <br />PIPE WRAPPED WITH FILTER FABRIC DRAIN <br />r <br />DRAINAGE <br />�,— 3 #4 (1 12 ") <br />#3 (3/8 ") @ 8" <br />(PER BLOCK UNIT) <br />\CONCRETE FOOTING <br />DETAIL 5 Concrete - Min.Comp.Strength = 3500 PSI <br />TYPICAL SECTION <br />CONCRETE BLOCK RETAINING WALL HEIGHT -3' <br />VIM 91 M ISM <br />Zola - ooXot <br />Prepared for: CLAIRSON DUTRA & CHRISTIAN DONIN - 952 220 5902 <br />SHEET <br />05 <br />Lots 1 & 2, Block 11, SAGA HILL REVISED <br />Address: 1330 CHERRY PLACE, MOUND, MN. <br />Owner: LIN YAN Project: LANDSCAPING <br />DETAILS PAVER, DRAIN AND RET. WALLS <br />SCALE: 1'=2" <br />DATE: 09/13/2013 <br />( 33D ou� jz� - <br />