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MEN <br />1 /2"R <br />d �1 <br />�3 <br />°a <br />Ln d <br />d ° <br />d <br />8" <br />3"R <br />1 /2"R <br />SLOPE 314" <br />PER FT. <br />d d d <br />d <br />12" <br />B612 CURB & GUTTER <br />CURB OPENING <br />12" 12" <br />d <br />° d d 4 <br />° 4 <br />NO SCALE <br />0040 `' <br />EXPANSION JOINT <br />(BOTH SIDES) <br />NO SCALE <br />NO SCALE <br />CONTROL JOINTS SHALL EXTEND TO BOTH THE FRONT AND BACKS OF THE <br />CURB AND BE 2" DEEP AT 10' MAX SPACING. <br />Do <br />Of <br />m U <br />6" AT CURB AND GUTTE <br />20" <br />26" FOR D412 <br />INTEGRAL VERTICAL CURB & WALK <br />CURB TRANSITION <br />A I UH ULUIML I KY UI- <br />URB AND GUTTER <br />CONCRETE CURB <br />AND GUTTER <br />NO SCALE <br />SIGN FACE AT <br />PARKING STALL <br />SYMBOL 6"X6" <br />ALL BARS TO BE <br />0.25" HIGH BY 8" WIDE NOTE: <br />SIGNAGE SHALL MEET THE REQUIREMENT OF MN <br />PARKING MUTCD R7-8n AND R7-8P <br />AT ACCESS AISLE VEHICLE ID \ <br />REQUIRED <br />ACCESS AISLE <br />FOR VIOLATION <br />UP TO $200 FINE \ <br />\ <br />NO PARKING ATTACH SIGN TO POST WITH <br />APPROPRIATE STAINLESS STEEL BOLTS, <br />WASHERS & NUTS. (TYP AT TOP AND BOTTOM OF SIGN) <br />VAN <br />ACCESSIBLE <br />WHERE APPLICABLE \ <br />2"X2" ADJUSTABLE PERFORATED SIGN STOCK SET IN CONCRETE, <br />CENTERED IN BOLLARD <br />60" FROM PARKING SURFACE SEALANT <br />TO BOTTOM OF SIGNAGE <br />FORM CONCRETE <br />PYRAMID ON TOP <br />1100, <br />4X4 SQUARE STEEL PIPE BOLLARD <br />CONCRETE FILLED, PAINTED TO MATCH ARCHITECTURAL TRIM <br />``4 COLOR <br />M � d <br />PITCH, SMOOTH CONCRETE FINISH <br />FINISHED GRADE <br />d <br />°d <br />d <br />d ° <br />° 4 d — <br />d d 4 ° d — <br />d — <br />d <br />W — <br />II III —III �I' <br />20" DIA <br />FOOTING <br />HANDICAP ACCESSIBLE PARKING SIGN <br />A — DESIRED MINIMUM A <br />I� 3 8' OUTER LIMITS OF 3' 8" <br />o CONCRETE WALK o <br />u u <br />4' Orr x . 4' 0„ 4' Orr X _ 4r Orr <br />MIN r� 4 0 ~I MIN MIN rF 4' 0" ~I MIN <br />FRONT FACE!— 5 8 5 8 —«{ I'� 5' 8" m 5' 8" <br />OF CURB > > BACK OF W <br />U U CURB U U 5 w <br />r I °°55 <br />`Z W <br />6 <br />io i+i` + •° o <br />Cn i+)A ° � <br />2r Or 6„ m <br />6' 3" (6" CURB) _/2 0 4 W <br />4' 2" (4" CURB) � <br />4' 0" MIN. C'� 4 6' 3" (6" CURB) 6' 3" (6" CURB) 4' 0" 6' 3" (6" CURB) <br />VAR. WIDTH CURB 4' 2" (4" CURB) 4' 2" (4" CURB) MINI 4' 2" (4" CURB) <br />A A .--I 5" (0.2") <br />PLAN VIEW OF DIAGONAL RAMP PLAN VIEW OF PERPENDICULAR RAMP <br />CURB OR 6 4" (6" CURB) X=4' 0" DESIREABLE 8 _1 16 <br />CURB & 3" 4" (4" CURB) DOME SECTION <br />GUTTER r------------ <br />' O 18rr �8rr DOME <br />%• : 0.02 FT/FT MAX. 2 (TYP,) <br />16 (TYP.) <br />1 0.08 FT/FT OR FLATTER O 0 0 0000006 <br />000000000045; <br />2' 0" <br />SECTION A -A 00000000 <br />11 <br />s.. 0000000000MlN. <br />16 (�rp) 0000000000 <br />ROUND ALL - IF THE PATH OF TRAVEL'X' IS 4FT, OR GREATER, USE <br />INTERSECT ONSLOPED <br />S 0.10 TO 0.08 FT./FT. SLOPE FOR THE FLARED SIDE. T -8" MIN.- <br />IF'X' IS LESS THAN 4 FT, THEN THE FLARED SIDE SLOPE DOME SPACING <br />MUST NOT EXCEED 0.08 FT./FT.. <br />(6" CURB & 0.08 FT/FT SLOPE) 6' 0" (6" CURB & 0.08 FT/FT SLOPE)+ <br />47' "II 4,2rr <br />(4" CURB & 0.08 FT/FT SLOPE) (4" CURB & 0.08 FT/FT SLOPE) <br />ELEVATION OF RAMP <br />NOTES: <br />TO COMPLY WITH THE AMERICANS WITH DISABILITIES ACT (ADA), ALL STATE AND LOCAL AGENCIES ARE REQUIRED TO COMPLY WITH <br />THIS STANDARD DETAIL PLATE. <br />THE CURB AND CURB TRANSITION ON THE RAMP WILL BE PAID FOR AS LINEAR FEET OF CONCRETE CURB OR CONCRETE CURB AND <br />GUTTER. THE RAMP AREA WILL BE PAID FOR AS CONCRETE WALK EXCLUDING THE TRUNCATED DOME AREA WHICH WILL BE PAID FOR <br />AS TRUNCATED DOMES BY THE SQUARE FOOT. BIKE TRAILS SHALL HAVE TRUNCATED DOMES ACROSS THE ENTIRE WIDTH OF TRAIL <br />WHEN THE TRAIL CROSSES A ROAD. DOMES ARE NOT TO BE USED ON SIDEWALKS OR TRAILS WHEN CROSSING ALLEYS OR <br />DRIVEWAYS. <br />1. 1/2 INCH PREFORMED JOINT FILLER MATERIAL, AASHTO M 213. <br />2 WHEN POSSIBLE, PROVIDE: A CLEAR PATH OF TRAVEL 4' 0" WIDE BEHIND THE PEDESTRIAN RAMP. A RELATIVELY FLAT 4' X 4' <br />LANDING WILL ALLOW WHEELCHAIRS TO NAVIGATE AROUND THE PEDESTRIAN RAMP. NO SIGNALS, SIGNS, CABINETS, OR OTHER <br />OBSTRUCTIONS ARE ALLOWED IN THE RAMP OR PATH OF TRAVEL. <br />WHEN A MEDIAN IS NOT WIDE ENOUGH FOR TWO PEDESTRIAN RAMPS AND A 48" LANDING BETWEEN THEM, THE PEDESTRIAN <br />CROSSING SHALL BE CUT THROUGH THE MEDIAN AT STREET LEVEL. <br />® PLACE THE DETECTABLE WARNINGS (TRUNCATED DOMES) AT THE BACK OF CURB. WHEN THE DETECTABLE WARNING SYSTEM IS A <br />PRECAST MATERIAL, THE CURB SHALL BE HAND FORMED TO FILL THE GAP. <br />(� ADA REQUIRED TRUNCATED DOME AREA SHALL BE 2' 0" MIN. IN DIRECTION OF TRAVEL AND SHALL EXTEND THE FULL WIDTH (3' 0" OR 4' <br />0" TYP.) OF THE CURB RAMP. THIS 2' 0" BY TO" OR 4' 0" WIDTH (TYP.) TRUNCATED DOME AREA SHALL CONTRAST VISUALLY WITH THE <br />ADJACENT WALKING SURFACE. TRUNCATED DOMES SHALL BE CAST IRON POWDER COATED A LIGHT COLOR (GRAY TYPICALLY) <br />WHEN THE ADJACENT SIDEWALK IS DARK COLOR. TRUNCATED DOMES SHALL BE CAST IRON POWDER COATED A DARK COLOR (RED <br />TYPICALLY) WHEN THE ADJACENT SIDEWALK IS A LIGHT GRAY CEMENT COLOR. <br />© 60" MIN. FOR NEW CONSRUCTION. TO" ALLOWED TO STAY IN PLACE FOR RETROFIT PROJECTS. IN SITUATIONS WHERE THE CURB <br />CUT WIDTH EXCEEDS 4' 0", THE DETECTABLE WARNINGS SHALL EXTEND THE FULL WIDTH. <br />6, <br />6" X 18" CONCRETE SIDE WALL <br />° d 2N 6" WEATHER TREATED, VERTICAL GRAIN <br />> d CEDAR WITH ANCHORS 18" OC. <br />m ° <br />D JOINT � XGRASS SYNTHETIC TURF FOR BOCCE <br />`TOP DRESSING (GREEN/BLACK MIX) <br />WEMENT / XGRASS TILE <br />=CTION <br />df0=0=� COMPACTED STONE BASE <br />1 _� GEOTEXTILE <br />NO SCALE <br />CONCRETE OR ASPHALT BASE <br />COMPACTED SOIL <br />INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. <br />BOCCE BALL COURT <br />�� FIRE PIT <br />Special Details <br />y OF <br />PEDESTRIAN Date: <br />� II 04-01-15 <br />0 CURB RAMP HU-STR-3 <br />Revised: <br />x:St': �90E 01-20-17 <br />NO SCALE <br />NO SCALE <br />PEDESTRIAN CURB RAMP <br />FOLLOW MNDOT STANDARD PLAN 5-297-250 FOR RAMPS IN MNDOT RIGHT-OF-WAY <br />NOTES: <br />1. ALL CONCRETE, MATCH POINTS SHALL BE SAW CUT AND HAVE EXPANSION PAD UNLESS OTHERWISE DIRECTED BY THE CITY <br />ENGINEER <br />2. ALL CONCRETE SHALL HAVE A SLUMP OF 3" OR LESS, A 7-DAY STRENGTH OF AT LEAST 2,000 PSI AND A 28 DAY COMPRESSIVE <br />STRENGTH OF 3,900 PSI <br />3. ALL BITUMINOUS MATCH POINTS SHALL BE SAW CUT OR MILLED AND TACKED PRIOR TO PATCHING. ON ROADS WERE BITUMINOUS <br />IS 3" THICK OR GREATER THE TOP 1.5" SHALL BE MILLED A MINIMUM OF 18" BEYOND THE SAW CUT AS A MATCH POINT. <br />4. GRAVEL AND BITUMINOUS IN ROADWAY AREA SHALL BE REPAIRED TO A LIKE NEW CONDITION MATCHING EXISTING THICKNESS. <br />5. BITUMINOUS PATCH WORK DONE PRIOR TO JUNE 1ST AND AFTER SEPTEMBER 30TH SHALL BE HEATED WITH A RADIANT HEATER <br />TO SEAL THE EDGES. <br />6. ALL DRIVEWAYS WITH A GRADER GREATER THEN 10% MUST OBTAIN CITY ENGINEER APPROVAL. <br />7. ALL DRIVEWAYS MUST MEET CITY CODE FOR LOT COVERAGE AREA. <br />B. NO DRIVEWAY SHALL BE WITHIN 40' OF A STREET END RADIUS UNLESS WRITTEN APPROVAL IS OBTAINED FROM THE CITY <br />ENGINEER. <br />9. WHERE SIDEWALKS / TRAILS EXISTS OR ARE PROPOSED, THE DRIVEWAY SHALL EXTEND THROUGH THE SIDEWALK / TRAIL AREA <br />WITH PEDESTRIAN CURB OPENINGS PLACED (SEE MNDOT PEDESTRIAN CURB RAMP DETAILS). A MAXIMUM 2% CROSS SLOPE ON <br />SIDEWALK / TRAIL AREAS CROSSING THROUGH DRIVEWAYS. <br />10. CONTRACTOR TO CALL CITY ENGINEERING DEPARTMENT (651) 762-6316 PRIOR TO CONSTRUCTION. <br />FELT EXPANSION <br />PAD <br />18" MIN. <br />CONCRETE CURES <br />& GUTTER <br />2' MIN. —� <br />CURB RADIUS 25' BACK <br />OF CURB TYPICAL <br />FELT EXPANSION <br />PAD <br />MAINTAIN GUTTER WITH 3/4" <br />LIP ALONG WIDTH OF <br />DRIVEWAY OPENING. <br />SAW CUT EXISTING BITUMINOUS <br />MILLED AREA 24" MIND <br />RADIANT HEAT PATCH AREA ON ALL <br />PATCHES PLACED PRIOR TO JUNE 1ST OR <br />AFTER SEPTEMBER 30TH <br />6" CONCRETE <br />PAVEMENT (3F52A) VARIES <br />CROSS SLOPE WHEN SIDEWALK /TRAIL DRIVEWAY SLOPE <br />.�.-• <br />CROSSES DRIVEWAY Y4' PER FOOT <br />3/4"LIP .'s' e.. P. :.s.•�=.. s <br />STREET PATCH 2' BY LENGTH OF CURBING <br />REMOVED AND REPLACED (MATCH EXISTING <br />THICKNESS) <br />6" CLASS 5 OR <br />SALVAGED/RECYCLED <br />MATERIAL MEETING CLASS 5 <br />GRADATION (MnDOT 3138) <br />CONTRACTION JOINT SIDEWALK <br />CROSSING ONLY SAWED OR <br />PREFORMED <br />CITY OF Special Details <br />�r <br />COMMERCIAL/MULTI FAMILY Date: <br />04 01 15 <br />CONCRETE DRIVEWAY DETAIL HU-STR-15 JGO <br />Revised: <br />r EST. isos 03-12-20 <br />COMMERCIAL CONCRETE DRIVEWAY <br />NO SCALE \ " / N <br />M <br />12" <br />1" CHAMFER (TYPICAL) <br />° <br />N <br />3/4"0 x 3'-O" ANCHOR RODS <br />2 PER CURB <br />445 BARS <br />PRECAST CONCRETE <br />a <br />N H <br />PRECAST CONCRETE WHEEL STOP <br />NO SCALE <br />NO SCALE <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 />02/17/2020 <br />ISSUE DATE <br />AMENDED CITY APPLICATION 02/20/2020 <br />CITY COMMENTS 03/02/2020 <br />CITY COMMENTS 1 04/10/2020 <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.eIanIab.com <br />f 612.260.7990 <br />C E R T I F I C A T 1 0 N <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 stateyQill A. `OA` <br />N �v�� <br />ONS� <br />C <br />Stephen M. Johnston DATE <br />REGISTRATION NO. 18914 01/17/2020 <br />SHEET <br />DETAILS <br />C-501 <br />PROJECT NO. <br />ARC19010 <br />