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1 /2"R <br />t� <br />�1 <br />6 <br /><4 <br />3"R <br />SLOPE 314" <br />1 /2"R <br />PER FT. <br />° d d <br />° <br />d <br />12" <br />B612 CURB & GUTTER <br />CONTROL JOINTS SHALL EXTEND TO BOTH THE FRONT AND BACKS OF THE <br />CURB AND BE 2" DEEP AT 10' MAX SPACING. <br />TOP BIT. MAT � 6"R <br />3/8" <br />4" d <br />SLOPE 3/4" PER FT. 3;1 <br />d d p <br />p <br />1/2aR d ° d d ° 3„ Rd p <br />f� p <br />d p d d <br />12" J 14" <br />D412 CURB & GUTTER <br />SIGN FACE AT <br />PARKING STALL <br />SYMBOL 6"X6" <br />ALL BARS TO BE <br />0.25" HIGH BY 8" WIDE <br />PARKING <br />AT ACCESS AISLE VEHICLE ID \ <br />REQUIRED <br />ACCESS AISLE UP TO $200 FINE \ <br />FOR VIOLATION \ <br />NO PARKING \ <br />VAN <br />ACCESSIBLE <br />WHERE APPLICABLE \ <br />60" FROM PARKING SURFACE <br />TO BOTTOM OF SIGNAGE <br />� N <br />M <br />d <br />°d <br />NO SCALE <br />NO SCALE <br />NOTE: <br />SIGNAGE SHALL MEET THE REQUIREMENT OF MN <br />MUTCD R7-8n AND R7-8P <br />ATTACH SIGN TO POST WITH <br />APPROPRIATE STAINLESS STEEL BOLTS, <br />WASHERS & NUTS. (TYP AT TOP AND BOTTOM OF SIGN) <br />2"X2" ADJUSTABLE PERFORATED SIGN STOCK SET IN CONCRETE, <br />CENTERED IN BOLLARD <br />SEALANT <br />FORM CONCRETE <br />PYRAMID ON TOP <br />4X4 SQUARE STEEL PIPE BOLLARD <br />CONCRETE FILLED, PAINTED TO MATCH ARCHITECTURAL TRIM <br />COLOR <br />PITCH, SMOOTH CONCRETE FINISH <br />FINISHED GRADE <br />d p — <br />° - <br />d p <br />° d d <br />p <br />- d — <br />d d p — <br />c - <br />p <br />20" DIA <br />FOOTING <br />HANDICAP ACCESSIBLE PARKING SIGN <br />12" 12" <br />p d <br />° <br />RIBBON CURB <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 />INTEGRAL VERTICAL CURB & WALK <br />D JOINT <br />1VEMENT <br />=CTION <br />rarr i�aei <br />Co <br />of <br />m� <br />of U <br />6" AT CURB AND GUTTI <br />20" <br />26" FOR D412 <br />Carr i�aei <br />CURB OPENING <br />CURB TRANSITION <br />°G" rURB <br />EXPANSION JOINT <br />(BOTH SIDES) <br />NO SCALE <br />"ATCH GEOMETRY OF <br />URB AND GUTTER <br />CONCRETE CURB <br />AND GUTTER <br />NO SCALE \ `' f NO SCALE <br />A � � DESIRED MINIMUM A � <br />3 8' OUTER LIMITS OF 3' 8" <br />o CONCRETE WALK o <br />4' Orr X. 4' Or, 4' Orr X. 4' Or, <br />MIN r— 4',0" -�-t MIN MIN 4'-0" MIN <br />FRONT FACEF` 5 8 5 8" 5' 8" m 5' 8" —y { X <br />OF CURB > > BACK OF Of W <br />U U CURB 5 0 W <br />�tr cov oQ <br />6 5 <br />v � v 4 <br />in ri` 1 ° ° <br />1 ;n M' a U) N <br />2' 0" 6" m <br />6' 3" (6" CURB) J �' t 2 0 4 LL <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) MIN 4' 2" (4" CURB) <br />A A _.__I 5' (02`7 <br />PLAN VIEW OF DIAGONAL RAMP PLAN VIEW OF PERPENDICULAR RAMP Zr <br />CURB OR 5' 4" (6" CURB) X=4' 0" DESIREABLE <br />16 <br />CURB & � �'� 3" 4" (4" CURB) DOME SECTION <br />GUTTER r------------ <br />:... 1 5rr 2 3,r DOME <br />0.02 FT/FT MAX. 2 s e (TYP.) <br />�'.. If (TYP.) <br />1 0.08 FT/FT OR FLATTER O 00 0 0 0 0 0 0 0 <br />000 000000 2-0" <br />SECTION A -A 00000000 <br />�.. �.. 0000000000 So MIN. <br />ROUND ALL is'(TYP.) 0000000000 a <br />- IF THE PATH OF TRAVEL'X' IS 4FT, OR GREATER, USE11 <br />SLOS 0.10 TO 0.08 FT./FT. SLOPE FOR THE FLARED SIDE. T -8" MIN.- <br />INTERSECTIONIF'X' IS LESS THAN 4 FT, THEN THE FLARED SIDE SLOPE DOME SPACING <br />MUST NOT EXCEED 0.08 FT./FT.. <br />15, <br />'(6" CURB & 0.08 FT/FT SLOPE) 60" (6" CURB & 0.08 FT/FT SLOPE) <br />4'2" 4'2rr <br />(4" CURB & 0.08 FT/FT SLOPE) (4" CURB & 0.08 FT/FT SLOPE) <br />NOTES: ELEVATION OF RAMP <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 />(D 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 />30 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 />Q 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 SIDE -WALK 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 />Special Details <br />C('TY OF, <br />PEDESTRIAN Date: <br />04-01-15 <br />Go CURB RAMP HU-STR-3 <br />Revised: <br />{ 01-20-17 <br />k ST.: `190F <br />PEDESTRIAN CURB RAMP <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 />8. 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 STANDARD PLATE NO. HU-STR-4). A MAXIMUM 2% CROSS SLOPE ON SIDEWALK / <br />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 CURB <br />& GUTTER <br />I� 2' MIN. �I <br />CURB RADIUS 25' BACK <br />OF CURB TYPICAL <br />FELT EXPANSION <br />/ I PAD <br />MAINTAIN GUTTER WITH 3/4" <br />LIP ALONG WIDTH OF <br />DRIVEWAY OPENING. <br />SAW CUT EXISTING BITUMINOUS <br />MILLED AREA 24" MIN J <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 />pRIVEWAY SLOPE <br />CROSS SLOPE WHEN SIDEWALK / TRAIL <br />CROSSES DRIVEWAY Y4" PER FOOT <br />�'. . <br />3/4" LIP .'%. e . -'-' :.,. <br />6" CLASS 5 OR <br />STREET PATCH 2' BY LENGTH OF CURBING SALVAGED/RECYCLED <br />REMOVED AND REPLACED (MATCH EXISTING MATERIAL MEETING CLASS 5 <br />THICKNESS) GRADATION (MnDOT 3138) <br />�I- <br />COMMERCIAL/MULTI FAMILY <br />CONCRETE DRIVEWAY DETAIL <br />30% <br />CONTRACTION JOINT SIDEWALK <br />CROSSING ONLY SAWED OR <br />PREFORMED <br />Special Details <br />Date: <br />04-01-15 <br />Revised: HU—STR-813 <br />04-11-19 <br />COMMERCIAL CONCRETE DRIVEWAY <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 f 612.260.7990 www.elanlab.com <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 statl A. N <br />Cj `OA` �v <br />ONS� <br />G <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 />