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DESIGN B <br />1-1/2" R. ( USE 1" R. <br />FOR 4" CURB) <br />. v . <br />I G' <br />DESIGN V <br />Ln <br />DESIGN S <br />I, R' <br />CONCRETE <br />DESIGN <br />CURB <br />HEIGHT <br />CU. YDS. LIN. FT. <br />NO. <br />H <br />PER <br />PER <br />S5 <br />0.0364 <br />LIN. FT. <br />CU. YD. <br />V4 <br />4" <br />0.0247 <br />40.5 <br />V6 <br />6" <br />0.0277 <br />36.1 <br />VS <br />1 8" 1 <br />0.0308 1 <br />32.5 <br />V9 <br />1 9" 1 <br />0.0323 1 <br />31.0 <br />V10 <br />10" <br />0.0338 <br />!%;"�:.'.=%,; • <br />' <br />= <br />CONCRETE <br />• ',' A ; ;'. % <br />CURB <br />CURB <br />DESIGNWIDTH <br />HEIGHT <br />CU. YDS. <br />LIN. FT. <br />N0. <br />A <br />H <br />PER <br />PER <br />° <br />LIN. FT. <br />CU. YD. <br />B4 <br />7-3/8" <br />4" <br />0.0294 <br />34.0 <br />B6 <br />8" <br />6" <br />1 0.0352 <br />28.4 <br />88 <br />8-5/8" <br />8" <br />0.0414 <br />24.2 <br />I B9 <br />1911 1 <br />9" <br />1 0.0449 <br />22.3 <br />�. <br />v.'�y i <br />• °•I <br />B10 <br />9-3/8" <br />10" <br />1 0.0485 <br />1 20.6 <br />I <br />DESIGN B <br />1-1/2" R. ( USE 1" R. <br />FOR 4" CURB) <br />. v . <br />I G' <br />DESIGN V <br />Ln <br />DESIGN S <br />DESIGN <br />CONCRETE <br />CONCRETE <br />DESIGN <br />CURB <br />HEIGHT <br />CU. YDS. LIN. FT. <br />NO. <br />H <br />PER <br />PER <br />S5 <br />0.0364 <br />LIN. FT. <br />CU. YD. <br />V4 <br />4" <br />0.0247 <br />40.5 <br />V6 <br />6" <br />0.0277 <br />36.1 <br />VS <br />1 8" 1 <br />0.0308 1 <br />32.5 <br />V9 <br />1 9" 1 <br />0.0323 1 <br />31.0 <br />V10 <br />10" <br />0.0338 <br />29.6 <br />DESIGN <br />CONCRETE <br />CU. YDS. <br />LIN. FT. <br />N0. <br />PER <br />PER <br />LIN. FT. <br />CU. YD. <br />S5 <br />0.0364 <br />27.5 <br />NOTE: <br />ALL CURB SLOPE MEASUREMENTS ARE IN RELATION TO ADJACENT PAVEMENT SLOPE. <br />APPROVED JULY 25,2011 STATE OF MINNESOTA SPECIFICATION STANDARD <br />- - - - - - - DEPARTMENT OF TRANSPORTATION REFERENCE PLATE <br />NO. <br />CONCRETE CURB 2531 7020K <br />STATE DESIGN ENGINE DESIGN B, DESIGN V. DESIGN S. DESIGN DR AND DESIGN BR 1 OF 2 <br />932.40 <br />3.0' <br />93 <br />EOF DETAIL <br />3.0' <br />932.40 <br />.5" SPWEA240B WEAR COURSE PER <br />IN/DOT 2360 <br />.0" SPNWB230B BASE COURSE PER <br />IN/DOT 2360 <br />" CLASS 5 AGGREGATE BASE <br />100% CRUSHED PER MN/DOT <br />3138 <br />NOTES: <br />1. CLASS V AGGREGATE BASE TO EXTEND 1.0 FEET BEHIND BACK <br />OF CURB <br />2. SOILS SPECIFICATIONS SUPERSEDE ABOVE LISTED SPECIFICATIONS <br />LIGHT DUTY BITUMINOUS PAVEMENT SECTION <br />" SPWEA240B WEAR COURSE PER MN/DOT <br />360 <br />SPNWB230B BASE COURSE PER <br />IN/DOT 2360 <br />1" CLASS 5 AGGREGATE BASE <br />100% CRUSHED PER MN/DOT <br />3138 <br />NOTES: <br />1. CLASS V AGGREGATE BASE TO EXTEND 1.0 FEET BEHIND BACK <br />OF CURB <br />2. SOILS SPECIFICATIONS SUPERSEDE ABOVE LISTED SPECIFICATIONS <br />HEAVY DUTY BITUMINOUS PAVEMENT SECTION <br />5/16" X 3 1/2" STAINLESS STEEL BOLT <br />5/16" LOCK NUT <br />(SIGN POST TO ANCHOR POST) <br />GROUND LINE <br />PRE -PUNCHED SQUARE TUBE SIGN POST <br />2" X 2" X 12' X 12GA. <br />THE SIGN POST SHALL BE NESTED INTO THE <br />ANCHOR ASSEMBLY AS FAR AS POSSIBLE TO <br />INSURE MAXIMUM STABILITY OF SIGN POST. <br />THIS MAY REQUIRE THE REMOVAL OF SEVERAL <br />INCHES OF SOIL BY HAND FROM THE ANCHOR <br />BASE ASSEMBLY. <br />-2 1/2" X 2 1/2" X 18" SLEEVE <br />PREPUNCHED SQUARE TUBE <br />ANCHOR ASSEMBLY , <br />2-1/4" X 2-1/4" X 4' X 12GA. <br />e <br />e <br />m <br />o <br />ADA HANDICAP PARKING SIGN POST DETAIL <br />28" R <br />12" R 16" - <br />68" R <br />1 /2" <br />N <br />\ N a ° <br />17 1/2" <br />28" <br />as <br />7" <br />BASE <br />TOP OF BITUMINOUS MAT <br />MODIFIED 'S' DESIGN <br />SURMOUNTABLE CURB 8c GUTTER <br />w <br />J <br />H <br />O <br />a <br />a - <br />U <br />of <br />N <br />W_ <br />z <br />Q <br />U_ <br />O <br />w <br />J <br />M <br />Q <br />DIA. OR <br />SPAN <br />m <br />Q <br />Iff�_ 1 <br />S DIRECTED BY THE ENGI%`ER <br />Q <br />a- <br />2' <br />G: \LOGOS\Hugo 2016.jpg <br />Q <br />1< <br />z <br />U_ O <br />F- <br />E U <br />M w <br />Q <br />LL <br />Ld <br />_J <br />X <br />UjUj <br />O <br />w <br />c� <br />o <br />a <br />d K <br />N < O <br />wa_ <br />(n y <br />Li <br />a <br />=Ea <br />0 <br />oowol <br />r N <br />w <br />Q O <br />w6<0 <br />OW=aWor, <br />9 <br />Od� 4iW W <br />>>. <br />S CO, V N W m <br />ZLU <br />W 0 W o z J <br />-0�o <br />82 WWN <br />o0zcW=ito <br />Uj <br />am�wo� <br />a�W ma' <br />Xw oW <br />o=WUEa <br />w wP w O oFr <br />O -N M 4 <br />z <br />. <br />11 <br />. <br />. <br />. <br />........ <br />.... <br />r <br />r <br />Iil <br />r <br />� <br />r <br />G: \LOGOS\Hugo 2016.jpg <br />Q <br />1< <br />z <br />U_ O <br />F- <br />E U <br />M w <br />Q <br />LL <br />Ld <br />_J <br />X <br />UjUj <br />O <br />w <br />c� <br />o <br />a <br />d K <br />N < O <br />wa_ <br />(n y <br />Li <br />a <br />=Ea <br />0 <br />oowol <br />r N <br />w <br />Q O <br />w6<0 <br />OW=aWor, <br />9 <br />Od� 4iW W <br />>>. <br />S CO, V N W m <br />ZLU <br />W 0 W o z J <br />-0�o <br />82 WWN <br />o0zcW=ito <br />Uj <br />am�wo� <br />a�W ma' <br />Xw oW <br />o=WUEa <br />w wP w O oFr <br />O -N M 4 <br />z <br />RIPRAP <br />D ETAI L <br />Special Details <br />Docs: <br />03-01-10 <br />Revised: WY -SD -6 <br />PROPOSED IMPROVEMENT FOR: <br />Western Spring <br />Manufacturing <br />HUGO, MINNESOTA <br />Linner-Morschen <br />Architects <br />10100 Morgan Avenue S. <br />Bloomington, MN 55431 <br />PHONE: (952) 884-6455 <br />FAX: (952) 884-0860 <br />CAMPION <br />N ENGINEERING <br />SERVICES, INC. <br />0 Civil Engineering • Land Planning <br />1800 Pioneer Creek Center, <br />P.O. Box 249 <br />Maple Plain, MN 55359 <br />Phone: 763-479-5172 <br />Fax: 763-479-4242 <br />E -Mail: mcompion@campioneng.com <br />I hereby certify that this plan, specification <br />or report has been prepared by me or <br />under my direct supervision and that <br />I am a duly licensed Professional Engineer <br />under the Iaw2 of the ate of Minnesota. <br />04/05 2017 <br />Martin P. Campion -Lic. # 19901 Date: <br />CAMPION JOB NO. 16-039 <br />PROPOSED BY: <br />CONSTRUCTION <br />7685 CORPORATE WAY <br />EDEN PRAIRIE MN <br />952 937 8214 <br />WWW.SHAWCONSTRUCT.COM <br />DETAILS <br />DATE: 03/15/2017 <br />04/06/2017 <br />DRAWN BY: KDK <br />SHEET NO. <br />REVISION <br />PER 04/03/2017 <br />ENGINEERS MEMO <br />6.03 <br />r <br />� <br />r <br />RIPRAP <br />D ETAI L <br />Special Details <br />Docs: <br />03-01-10 <br />Revised: WY -SD -6 <br />PROPOSED IMPROVEMENT FOR: <br />Western Spring <br />Manufacturing <br />HUGO, MINNESOTA <br />Linner-Morschen <br />Architects <br />10100 Morgan Avenue S. <br />Bloomington, MN 55431 <br />PHONE: (952) 884-6455 <br />FAX: (952) 884-0860 <br />CAMPION <br />N ENGINEERING <br />SERVICES, INC. <br />0 Civil Engineering • Land Planning <br />1800 Pioneer Creek Center, <br />P.O. Box 249 <br />Maple Plain, MN 55359 <br />Phone: 763-479-5172 <br />Fax: 763-479-4242 <br />E -Mail: mcompion@campioneng.com <br />I hereby certify that this plan, specification <br />or report has been prepared by me or <br />under my direct supervision and that <br />I am a duly licensed Professional Engineer <br />under the Iaw2 of the ate of Minnesota. <br />04/05 2017 <br />Martin P. Campion -Lic. # 19901 Date: <br />CAMPION JOB NO. 16-039 <br />PROPOSED BY: <br />CONSTRUCTION <br />7685 CORPORATE WAY <br />EDEN PRAIRIE MN <br />952 937 8214 <br />WWW.SHAWCONSTRUCT.COM <br />DETAILS <br />DATE: 03/15/2017 <br />04/06/2017 <br />DRAWN BY: KDK <br />SHEET NO. <br />REVISION <br />PER 04/03/2017 <br />ENGINEERS MEMO <br />6.03 <br />