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a <br />w <br />U <br />0 <br />0 <br />0 <br />0 <br />0 <br />904 <br />903 <br />902 <br />901 <br />0 +48, <br />0 +02 <br />900 <br />5 "_ ASS_5_AGG. A.TE <br />899 <br />r <br />903.0 <br />901.7 <br />BOTTOM OF WALL =900.3 <br />899.8 <br />r <br />T r T r <br />r <br />898 <br />0+00 <br />0+50 1+00 <br />Ot BLOCK DIMENSIONS: FRONT FACE - 16" H x 4B" W MIN. <br />BLOCK DEPTH - 24" MIN. <br />O 4" DIAMETER PERFORATED POLYETHYLENE PIPE (MNDDT 3278) <br />WRAPPED IN TYPE I GEOTEXTILE SOCK (MNDOT 3733). <br />PROVIDE OUTLETS W /PERFORATED END CAP. <br />CONSTRUCT OUTLET PIPE PER PLAN. <br />SCARIFY SOILS BELOW AGGREGATE BASE LEVELING PAD <br />TO A DEPTH OF 12' AND RECOMPACT TO 100% OF STANDARD PROCTOR <br />MAXIMUM DRY UNIT WEIGHT. <br />O CONCRETE STAIN, SEALANT, AND ANTI- GRAFFITI COATING TO <br />BE APPLIED TO WALL FACE. (SEE PROJECT MANUAL) <br />FILL VOIDS WITH 3/4 " <br />CLEAN DRAIN ROCK <br />BLOCK FACE <br />J <br />J <br />o DSIGN TEAM 1 FSRHjID /15/OTI ADDED 123 SOFT MODULAR BLOCK. <br />I . DRAWN BY: .RAT ( € RETAINING WALL AND 14 BLACK HILLS <br />DESIGNER Hi R - I SPRUCE TO INFILTRATION POND [( <br />CFECKED BY: SBIL , ( I <br />NO. BY( DATE € REVISIONS it <br />PLAN <br />BLOCK DETAIL <br />MATCH EXISTING GRADE <br />MNDOT TYPE H NON -WOVEN GEOTEXTILE <br />(MNDDT 3733) <br />1 TOPSOIL <br />3/4' CLEAN DRAINAGE ROCK <br />O4" PERFORATED PIPE <br />()MODULAR BLOCK RETAINING WALL <br />• 14' <br />MIN <br />SELECT GRANULAR BORROW <br />(MNDOT 3149.262) <br />LIMITS OF EXCAVATION <br />CLASS 5 AGGREGATE BASE <br />LEVELING PAD (MNDDT 313B) <br />EL 903.0 <br />• B' <br />MIN <br />(M -) <br />APPROX. EL 901.3 <br />1:3 <br />BOTTOM WALL <br />- EL 900.3 <br />21096.... <br />:.r . <br />.5K. . K. DIEgLINV_ ,,.. ID06/2007 <br />fcC <br />SEH <br />NOM, cs1e9D-z000 <br />SS V.DN.B MITER WL <br />ST. PYL. W 5110 <br />MINNESOTA DEPARTMENT OF TRANSPORT -ATION t <br />STATE PROJ. NO. 028D -55 (TH 35W) <br />STATE AID PROJ. NO. 02- 623 -13 & 210 - 020 -04 <br />C.S.A.H. 23 (LAKE DRIVE) <br />LANDSCAP INC DETAILS <br />-6 ±4E <br />0 +02 <br />900 <br />5 "_ ASS_5_AGG. A.TE <br />899 <br />r <br />903.0 <br />901.7 <br />BOTTOM OF WALL =900.3 <br />899.8 <br />r <br />T r T r <br />r <br />898 <br />0+00 <br />0+50 1+00 <br />Ot BLOCK DIMENSIONS: FRONT FACE - 16" H x 4B" W MIN. <br />BLOCK DEPTH - 24" MIN. <br />O 4" DIAMETER PERFORATED POLYETHYLENE PIPE (MNDDT 3278) <br />WRAPPED IN TYPE I GEOTEXTILE SOCK (MNDOT 3733). <br />PROVIDE OUTLETS W /PERFORATED END CAP. <br />CONSTRUCT OUTLET PIPE PER PLAN. <br />SCARIFY SOILS BELOW AGGREGATE BASE LEVELING PAD <br />TO A DEPTH OF 12' AND RECOMPACT TO 100% OF STANDARD PROCTOR <br />MAXIMUM DRY UNIT WEIGHT. <br />O CONCRETE STAIN, SEALANT, AND ANTI- GRAFFITI COATING TO <br />BE APPLIED TO WALL FACE. (SEE PROJECT MANUAL) <br />FILL VOIDS WITH 3/4 " <br />CLEAN DRAIN ROCK <br />BLOCK FACE <br />J <br />J <br />o DSIGN TEAM 1 FSRHjID /15/OTI ADDED 123 SOFT MODULAR BLOCK. <br />I . DRAWN BY: .RAT ( € RETAINING WALL AND 14 BLACK HILLS <br />DESIGNER Hi R - I SPRUCE TO INFILTRATION POND [( <br />CFECKED BY: SBIL , ( I <br />NO. BY( DATE € REVISIONS it <br />PLAN <br />BLOCK DETAIL <br />MATCH EXISTING GRADE <br />MNDOT TYPE H NON -WOVEN GEOTEXTILE <br />(MNDDT 3733) <br />1 TOPSOIL <br />3/4' CLEAN DRAINAGE ROCK <br />O4" PERFORATED PIPE <br />()MODULAR BLOCK RETAINING WALL <br />• 14' <br />MIN <br />SELECT GRANULAR BORROW <br />(MNDOT 3149.262) <br />LIMITS OF EXCAVATION <br />CLASS 5 AGGREGATE BASE <br />LEVELING PAD (MNDDT 313B) <br />EL 903.0 <br />• B' <br />MIN <br />(M -) <br />APPROX. EL 901.3 <br />1:3 <br />BOTTOM WALL <br />- EL 900.3 <br />21096.... <br />:.r . <br />.5K. . K. DIEgLINV_ ,,.. ID06/2007 <br />fcC <br />SEH <br />NOM, cs1e9D-z000 <br />SS V.DN.B MITER WL <br />ST. PYL. W 5110 <br />MINNESOTA DEPARTMENT OF TRANSPORT -ATION t <br />STATE PROJ. NO. 028D -55 (TH 35W) <br />STATE AID PROJ. NO. 02- 623 -13 & 210 - 020 -04 <br />C.S.A.H. 23 (LAKE DRIVE) <br />LANDSCAP INC DETAILS <br />