Midwestern Engineers, Inc. Plan Preview

0 I --:,-- � ,: --- "-1 Q l: --- :r-1 u ,. .. " < - Q � a w a w " § 1 2 0 u �' w 2 w w u < w 2 w u 0 z u > u w ", 2 w " w 0 < < " w a w z 0 w u >w��<< - " - ' ,a NO 0� N� �o :: :.::3 <O -� Sw c3 � - " Sc " _;Q "u �� I aa -< �(,,) 1.:N �� <c ' 0 I N � 5 EXISTING ---+.----- PROPOSED PAVEMENT PAVEMENT SAW CUT & TACK COAT EXISTING ASPHALT SURFACE REMOVE EXISTING PAVEMENT & AGG. TO DASHED LINE BUTT JOINT --PROPOSED ASPHALT SURFACE PROPOSED ASPHALT BINDER I PROPOSED COMPACTED AGG. BASE PROPOSED TO EXISTING ASPHALT PAVEMENT DETAIL SCALE: 1" - 1'-0" --- 165#/SYD HMA SURFACE, TYPE B ---+- - INSTALL GLASPAVE 50 REINF. MAT @ 0.15 GAL/YD ALONG w/ HOT APPLIED TACK COAT. 330#/SYD HMA INTERMEDIATE SURFACE, TYPE B 8" COMPACTED AGG. BASE INDOT #53 STONE COMPACTED AGG. FILL INDOT #53 STONE OVER COMPACTED TYPE Ill SUBGRADE TYPICAL PROPOSED ASPHALT PAVEMENT DETAIL SCALE: 1" - 1'-0" J I ll' '11[" l 1 I - I/ - Ill Ill� 11 1- 11 i' I I IIT]k , � 2" Tf � '. ' - - - 6 ' -9" #5 BARS @ 12" O.C.E.W. I BETWEEN CHANNELS ' = - I T \V . • - T ' N 2" f-t •I a - - ---48" TALL ORANGE FLEXIBLE DELINEATOR POST w/ BASE SIMILAR OR EQUAL TO "RDC GROUP" SKU: 20020-48 3 SPRING LOADED DELINEATOR SCALE: 1/4" - 1'-0" MANDATORY ALTERNATE "A": ALL 25 FT LONG C15x33,9 STL CHANNEL EMBEDS w/ a"•xS/!" NELSON STUD @ 12" O.C. I r. I � - 25 FT LONG C15x33.9 STL CHANNEL EMBED w/ NELSON STUD @ 12" 0.C. i"•x5!!" 8" THICK #5 BARS 4,500 PSI CONCRETE DUMPSTER PAD @ 12" O.C.E.W. /PROPOSE REFER TO D ASPHALT DETAIL "4" OF THIS SHEET. ////// -· ,,, '" " , -· " " �� W� 1 �-" - � I - " I I.! " " 1 1 1 111 1 11 1 1 1 111 1 11 WELL COMPACTED IND6T- .,_, , ,-1. ..L " -" -" -l______b--,----1.l.l- - " ,_ _ , 1-u_-w- _ ,,_ _ , --_, 1- _, -_1-_1_-, i_____;.- - " ' _, ·"- - -, - 53 STONE - - - - - - - - - - - - - - - - - - - - - - - B TYPICAL CONCRETE PAD SECTION SCALE: 1" - 1'-0" 59' Q" - 13' -6" 13'-6" 5'-0" 13' 6" 13' 5" - - L • I ' I ' I C.J. "' � c t ' - . I . ◄ ' l � "' .... I I --- ' - ' 40� / ' ' ' � A I,,. ____J I ' 6" STL SCH. I ' 3 PIPE BOLLARD (TYP. OF 4) (A\ ' 25 FT LONG <D I 1, 25 FT LONG t-- C.J. ' C15x33.9 i STL CHANNEL "' C15x33.9 STL CHANNEL I �-- ' 3 � '"o' I ..., - ' • - • fct - - ' : ' , 1/ I ' ' ' . I --- l "' . - I •• ' "'I I ' - ' - - ' - I ,- • 12" SQUARE CONCRETE BLOCK OUT w/'7 / ' j" ISO. JOINT & SELF-LEVELING JOINT SEALANT N /s • B .., PROPOSED 30 CYD ROLL-OFF DUMPSTER PAD ' 3 ' 3 , , , ,, - 0 SCALE. 1/4 - 1 0 0 I "' <D "' I N --SIGN SCRAP METAL .,._____, BULK WASTE BAGGED TRASH OR BAGGED TRASH ONLY I'----GALV SIGN POLE ,,,, I! ,, " " ,, !l�--5 FT TALL 6" STL SCH. 40 PIPE BOLLARD FILLED w/ CONCRETE PAINT "SAFETY YELLOW". 1 111 w 111� 1=­ MJJ 1 1 m 1 1 I m u 1 - 111� F =1 � 12"0 4,500 PSI CONCRETE PIER 6" INDOT #8 STONE BASE TYPICAL SIGN DETAIL SCALE: 3/4" - 1'-0" PROPOSED ASPHALT (REFER TO DETAIL"4" OF THIS SHEET) OR 8" OF INDOT #8 STONE w/ WEED BARRIER (REFER TO SITE PLAN FOR STONE OR ASPHALT) #5 BARS @ 12" O.C ' <D 1 <D ,,--DOME T.O C FOR DRAINAGE 11--7 FT TALL 6" STL SCH. 40 PIPE BOLLARD FILLED w/ CONCRETE PAINT "SAFETY YELLOW" 12" SQUARE CONCRETE BLOCK OUT w/ j" ISO. JOINT & SELF-LEVELING JOINT SEALANT 8" THICK 4,500 PSI CONCRETE DUMPSTER PAD ro WELL COMPACTED INDOT #53 STONE -,eH· l--24"; 4,500 PSI CONCRETE PIER --6" INDOT #8 STONE BASE PIPE BOLLARD DETAIL SCALE: 3/4" - 1'-0" �----- 25 FT LONG C15x33.9 STL CHANNEL --- 8" THICK 4,500 PSI CONCRETE DUMPSTER PAD #5 BARS @ 12" O.C.E.W. N ro ',,;?'' __/�1 12" 1.5 ix,L 12" 0 TURNDOWN SLAB DETAIL O) · I <l. - /: <D 12'-6" 25 FT LONG C15x33.9 STL CHANNEL SCALE: 1" - 1'-0" • C.J. B 3 50'-0" • - • N 0 12'-6" 12'-6" • • • • .. • C.J. C.J. • • • • • • • • �· • • • PROPOSED TRASH COMPACTOR PAD SCALE: 1/4" - 1'-0" • • ' 0 I N - SITE CONSTRUCTION DETAILS REVISIONS BID SET it> '.W�4 Mi,hw�tcni Engineer�. Inc 802 Wrsl Bro d"':IY Street P.O. Box 295 Loogw1,·c. Indiana 475.'iJ DATE APRIL 2024 DESIGN T.M.K DRAWN T.M.K. Q.C. CHECK C.W.R. PROJECT NUl.!BER 2023085-00 3 3 OF 3 I FlLE NUMBER 44128 I Do Not Use Plan Previews for Take ff