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DESIGN B <br />1-1/2" R. ( USE 1" R. <br />FOR 4" CURB) <br />p <br />• 0. i I Pte, <br />I G' <br />DESIGN V <br />r R' <br />All 11�' <br />1� = in <br />I <br />DESIGN S <br />lk' <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 />� <br />!(rt'''� <br />V6 <br />6" <br />0.0277 <br />36.1 <br />VB <br />3( <br />0.0308 <br />32.5 <br />V9 <br />9" <br />0.0323 1 <br />31.0 <br />V10 <br />1 10" <br />1 0.0338 1 <br />29.6 <br />CONCRETE <br />UB <br />CURB <br />' <br />DESIGN <br />W DT H <br />EIGHT <br />CU. YDS. <br />LIN. FT. <br />.. <br />NO. <br />A <br />H <br />PER <br />PER <br />° <br />LIN. FT. <br />CU. YD. <br />�:�� -- -- <br />;�� '• <br />��� <br />a <br />B4 <br />7-3/8" <br />4" <br />0.0294 <br />34.0 <br />B6 <br />8" <br />6" <br />0.0352 <br />28.4 <br />i •-o:--_ ;;$--- --'i;' �•;' <br />° <br />• <br />. <br />B8 <br />8-5/8" <br />8" <br />0.0414 <br />24.2 <br />.. <br />B9 <br />9" 1 <br />9" <br />0.0449 <br />22.3 <br />. <br />o. '-y i <br />�• °• <br />BID <br />9-3/8" <br />10" <br />0.0485 <br />20.6 <br />I • <br />- • <br />DESIGN B <br />1-1/2" R. ( USE 1" R. <br />FOR 4" CURB) <br />p <br />• 0. i I Pte, <br />I G' <br />DESIGN V <br />r R' <br />All 11�' <br />1� = in <br />I <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 />VB <br />8" <br />0.0308 <br />32.5 <br />V9 <br />9" <br />0.0323 1 <br />31.0 <br />V10 <br />1 10" <br />1 0.0338 1 <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 />ADA HANDICAP PARKING SIGN POST DETAIL <br />28" R <br />16" - <br />12" R <br />68" R <br />1 /2" <br />N <br />\ N a as a <br />(01 <br />17 1/2" <br />28" <br />BASE <br />TOP OF BITUMINOUS MAT <br />MODIFIED 'S' DESIGN <br />SURMOUNTABLE CURB 8c GUTTER <br />DIA. OR <br />SPAN <br />m <br />Q <br />to <br />�_ <br />1 <br />S DIRECTED BY THE ENGIIgE`ER <br />Q <br />D_ <br />2' <br />G: \LOGOS\Hugo 2016.jpg <br />_D <br />N � O <br />wa_ <br />w a <br />D CL <br />0 <br />ooWOI <br />~ M N <br />z w 41 <br />�ao�¢o <br />o=Q�Q <br />9 <br />oWlia�WW <br />>� <br />S 00 U N W mW <br />W o� w O z <br />J <br />8'''w¢i <br />��o <br />_ vi <br />oL)zo}ma <br />am��o� <br />w <br />a�z �c~iCL <br />Qq <br />a` L, o W <br />NB�W0c� <br />� r••i 4 <br />z <br />. . <br />. <br />. <br />. <br />........ <br />. . <br />.... <br />' <br />r <br />• <br />. <br />. <br />. <br />.... <br />..... <br />- • <br />� <br />r <br />r <br />0-11111111111111- <br />r <br />A <br />r <br />• <br />G: \LOGOS\Hugo 2016.jpg <br />_D <br />N � O <br />wa_ <br />w a <br />D CL <br />0 <br />ooWOI <br />~ M N <br />z w 41 <br />�ao�¢o <br />o=Q�Q <br />9 <br />oWlia�WW <br />>� <br />S 00 U N W mW <br />W o� w O z <br />J <br />8'''w¢i <br />��o <br />_ vi <br />oL)zo}ma <br />am��o� <br />w <br />a�z �c~iCL <br />Qq <br />a` L, o W <br />NB�W0c� <br />� r••i 4 <br />z <br />RIPRAP <br />D ETAI L <br />J <br />3 <br />W <br />Y <br />of <br />U <br />W <br />N <br />a <br />a <br />of Z <br />oa <br />J2 <br />ww <br />wZf <br />0 N <br />W W <br />a. � <br />8 <br />z <br />z <br />Special Details <br />Date: <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 />• 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 />1 am a duly licensed Professional Engineer <br />under the law of the ate of Minnesota. <br />04/05/2017 <br />Martin P. Campion -Lrc. # 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 />SHEET TITLE: <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 />C 6.03 <br />. . <br />. <br />... <br />...... <br />. . <br />• <br />. <br />. <br />. <br />.... <br />..... <br />� <br />r <br />0-11111111111111- <br />• <br />RIPRAP <br />D ETAI L <br />J <br />3 <br />W <br />Y <br />of <br />U <br />W <br />N <br />a <br />a <br />of Z <br />oa <br />J2 <br />ww <br />wZf <br />0 N <br />W W <br />a. � <br />8 <br />z <br />z <br />Special Details <br />Date: <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 />• 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 />1 am a duly licensed Professional Engineer <br />under the law of the ate of Minnesota. <br />04/05/2017 <br />Martin P. Campion -Lrc. # 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 />SHEET TITLE: <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 />C 6.03 <br />