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3.0" POROUS ASPHALTIC CONCRETE <br />1.0" CHOKER COURSE, WASHED NO.57 STONE <br />PROPERTY LINE <br />0.5' 8' 0.5' <br />CI OPP 11A" PFR F(1(1T TO r)PAIM <br />�— 3" TYPE 9.5 WEAR COURSE MIX (2,B) <br />(SPWEA240B) <br />6" CLASS 5 OR SALVAGED/RECYCLED MATERIAL <br />MEETING CLASS 5 GRADATION (MnDOT 3138) <br />GEOTEXTILE FABRIC FOR ROOT CONTROL TO BE PLACED <br />UNDER CLASS 5 AGGREGATE <br />GEOTEXTILE FABRIC TO BE BIOBARRIER OR APPROVED <br />EQUAL <br />QUAL <br />THE FINAL WEAR COARSE LIFT SHOULD BE PLACED UPON 90-95% COMPLETION OF <br />ALL HOME CONSTRUCTION. <br />BIKE PATH TYPICAL SECTION <br />0.5' 5' <br />SLOPE 1/4" PER FOOT TO DRAIN <br />PROPERTY LINE <br />0.5' <br />*4" CONCRETE (3F52A) <br />CLASS 5 OR SALVAGED/RECYCLED <br />MATERIAL MEETING CLASS 5 <br />GRADATION (MnDOT 3138) <br />*NOTE: <br />6" THICK SIDEWALK IS REQUIRED THROUGH DRIVEWAY <br />AREAS. <br />SIDEWALK TYPICAL SECTION <br />8.0" CLEAN, WASHED CRUSHED STONE AGGREGATE, <br />MNDOT CLASS A OR B COARSE AGGREGATE, <br />MIN.80% CRUSHED <br />MNDOT TYPE 2 <br />GEOTEXTILE FABRIC <br />COMPACTED SUBGRADE <br />POROUS PAVEMENT SECTION <br />NO SCALE <br />TABLE 1: DOWEL SIZING CHART <br />PAVEMENT <br />THICKNESS (in) <br />MAXIMUM <br />DOWEL SPACING <br />MINIMUM <br />DOWEL LENGTH <br />MINIMUM <br />DOWEL DIAMETER <br />LESS THAN 8 <br />12" <br />16" <br />0.75" <br />TABLE 2: JOINT SPACING <br />CONCRETE <br />PAVEMENT THICKNESS <br />MAXIMUM <br />JOINT SPACING <br />5" <br />10, <br />JOINT SEALER CONTINUE REINFORCING <br />TTHROUGH JOINT <br />Illyd d p <br />< <br />F— <br />a a <br />d d a <br />a° d d <br />CONTRACTION JOINT <br />MAX. CONTRACTION JOINT SPACING: <br />SEE TABLE 2 <br />Special Details <br />CITY 0F= _ <br />BIKE PATH AND Date: <br />04-01-15 <br />0 SIDEWALK TYPICAL SECTIONS HU-STR-9 <br />Revised: <br />04-11-19 <br />JOINT SEALER <br />SEE B5/C5.01 <br />d � � <br />a � <br />N <br />a <br />SEE TABLE 1 <br />DOWELED CONSTRUCTION JOINT <br />USE WHERE CONCRETE PLACEMENT OPERATIONS <br />STOP FOR MORE THAN 30 MINUTES, END FOR <br />THE DAY, OR WHERE CAST AGAINST PREVIOUSLY <br />PLACED OR EXISTING CONCRETE. <br />BUILDING OR STRUCTURE <br />JOINT SEALER <br />JOINT FILLER <br />CONCRETE PAVEMENT JOINT <br />SOLATION JOINT <br />USE AGAINST BUILDINGS OR OTHER STRUCTURES <br />NU SCALL <br />CONCRETE BIKE PATH & SIDEWALK SECTIONS <br />NO SCALE <br />CONTRACTION JOINT <br />CONSTRUCTION JOINT <br />Special Details <br />C- [ -IF c� r- <br />TYPICAL TRAIL Date: <br />04-01-15 <br />SECTION Revised: HU-STR-10 <br />01-20-17 / <br />ISOLATION/EXPANSION JOINT <br />TRAIL SECTION <br />PAVEMENT PAVEMENT <br />r_ W <br />3/4" <br />r- -� <br />PAVEMENT <br />SURFACE <br />SURFACE -i SURFACE <br />o. <br />p: o <br />o p. <br />00 <br />D: <br />0 <br />p. <br />0o <br />D: <br />p.o <br />D. <br />00 <br />D <br />JOINT SEALER <br />a <br />° JOINT SEALER <br />° <br />JOINT <br />41. <br />o <br />SEALER <br />� <br />oD. <br />oD oD. <br />oD <br />oD. <br />oD <br />BACKER <br />tx <br />BACKER <br />BACKER <br />MATERIAL <br />MATERIAL <br />MATERIAL <br />o °' <br />p:o. <br />D D:o. <br />p, <br />o <br />o. p <br />p. 0 o <br />o. <br />p. 0 <br />0 <br />A <br />A <br />A <br />In,txo <br />A <br />JOINT BOTTOM <br />INITIAL SAWCUT (1/8") BUTTED JOINT <br />OR INSERTtx <br />o 'o <br />CRACK <br />o <br />o <br />JOINT <br />W = WIDTH OF SEALANT RESERVOIR (1/2" (MIN), 5/8" (MAX)) <br />tx D. <br />A Do <br />FILLER <br />D = DEPTH OF SEALANT (1.0 TO 1.5W) <br />o <br />o <br />T = 1/4 SLAB THICKNESS <br />d <br />NOTE: <br />o. <br />1. TOP OF SEALANT WILL BE 1/8" TO 1/4" BELOW TOP OF PAVEMENT <br />3/4" j <br />SURFACE FOR EXTERIOR PAVEMENTS <br />JOINT SEALANT <br />NU SCALL <br />NO SCALE <br />7" UNREINFORCED CONCRETE PAVEMENT <br />8" AGGREGATE BASE <br />MNDOT 3138 CI-5) <br />COMPACTED SUBGRADE <br />CONCRETE PAVEMENT SECTION <br />NO SCALE <br />d ° <br />1 /4" R d a Y LLI a <br />� U <br />ad 0 M <br />d c <br />a <br />W O <br />c d ° ° a � LL <br />a a <br />TOOLED CONTROL JOINT <br />SPACING: 5' WALK 5' C/C <br />6' WALK 6' C/C <br />1/2" <br />JOINT SEALER N <br />4/4"R ° d ° ° C <br />c d a C, LU <br />° ° ° d d U 0 <br />CO <br />a <br />EXPANSION JOINT NON BITUMINOUS JOINT FILLER <br />MAXIMUM SPACING 100'. ALSO USE WHEN ABUTTING BUILDINGS. <br />SIDEWALK JOINT <br />ARCHITECTURAL <br />CONSORTIUM L.L.C. <br />901 NORTH THIRD STREET, <br />SUITE 220 <br />MINNEAPOLIS, MN 55401 <br />612-436-4030 <br />PROJECT <br />CATTLE HOUSE <br />RESTAURANT & <br />EVENT CENTER <br />HUGO, MINNESOTA <br />SHEET INDEX <br />PLANNED UNIT <br />DEVELOPMENT <br />(PUD), <br />PRELIMINARY PLAT, <br />SITE PLAN REVIEW <br />01/17/2020 <br />ISSUE DATE <br />D E S I G N <br />Civil Engineering I Landscape Architecture I Construction Services <br />901 N 3rd STREET, SUITE 120 <br />MINNEAPOLIS, MN 55401 <br />p 612.260.7980 www.elanlab.com <br />f 612.260.7990 <br />C E R T I FICAT10N <br />I hereby certify that this plan was prepared by me, <br />or under my direct supervision and that I am a <br />duly Licensed Professio eer under the <br />laws of the statey,QiHpll A. `OA` <br />N �v�� <br />ONS� <br />G <br />Stephen M. Johnston DATE <br />REGISTRATION NO. 18914 01/17/2020 <br />SHEET <br />DETAILS <br />C-502 <br />PROJECT NO. <br />ARC19010 <br />