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PLAN <br />CENTER STRUCTURE <br />FLOW LINE SHALL BE <br />TO BACK OF CURB <br />MIN. 0.7' BELOW TOP OF <br />12" <br />CURB <br />CURB INLET FRAME AND <br />POLYEHTYLENE <br />CURB BOX NEENAH NO. <br />(PE) ADJUSTING <br />R -3067V WITH VANE <br />RINGS MIN" - <br />GRATE. <br />t0hHOLE COVER TO BE <br />INSTALL EXTERNAL MANHOLE <br />CRETEX TYPE II WITH <br />CHIMNEY SEAL <br />24" x 38" SQUARE <br />MANUFACTURED BY <br />OPENING <br />INFISHIELD OR APPROVED <br />EQUAL. <br />24" �I <br />48" - 72" <br />N <br />w <br />CONCRETE CATCH BASIN WALL <br />AND BASE TO BE CRETEX <br />TYPE 433B OR APPROVED <br />EQUIVALENT <br />VOIDS FILLED WITH <br />CONCRETE BRICK OR BLOCK <br />ONLY <br />GROUT ;:• 136" SUMP <br />SECTION A -A <br />NOTES: <br />1. REINFORCING TO CONSIST OF #4 BARS @ 8" O.C. BOTH WAYS <br />2. GROUT BOTTOM TO DRAIN TO CENTER <br />3. PIPE CUT-OUTS TO BE LOCATED WHERE REQUIRED <br />4. ADJUSTING RINGS SHALL HAVE MORTAR JOINTS - PLASTER OUTSIDE, STRIKE <br />CLEAN INSIDE <br />5. WIMCO OR APPROVED EQUAL INLET PROTECTION SHALL BE MAINTAINED AND <br />KEPT IN GOOD SHAPE UNTIL WEAR COURSE IS PAVED <br />6. DRAIN TILE TO BE INSTALLED AT ALL LOW POINT CATCH BASINS <br />6" PRECAST OR <br />8" POURED <br />BASE <br />NO SCALE <br />3" 8"''---j 3' 8" DESIRED MINIMUM 3' 8"'� 3' 8" <br />o OUTER LIMITS OF <br />CONCRETE WALK <br />4. 0.. II 4, 0" 4, 0" II 4, <br />MIN r� 4 0 MIN MIN 4 0 MIN <br />FRONT FACE 5 8 5 8 5' 8" <br />OF CURB 0 0 BACK OF <br />CURB5 <br />. <br />6" 2' 0"T ; s'tL 2' 0" <br />aa� 6 °s:� E <br />6' 3" (6" CURB) 4 <br />4' 2" (4" CURB) <br />4' 0" MI 6 6' 3" (6" CURB) 6' 3" (6" CURB 4' 0" 6' 3" (6" CURB) <br />VAR. WIDTH CURB 4 4' 2" (4" CURB) 4' 2" (4" CURB) MIN 4' 2" (4" CURB) <br />A� A� ;" (0.2" �- <br />PLAN VIEW OF DIAGONAL RAMP PLAN VIEW OF PERPENDICULAR RAMP <br />CURB OR 5' 4" (6" CURB) X=4' 0" DESIREABLE DOME SECTIOP <br />CURB & 3' 4" (4" CURB) <br />GUTTER � -,--- - <br />1 2 DOME <br />0.02 FT/FT MAX.O2 (TYP.)„ (TYP.) <br />TYP. <br />0.08 FT FT OR FLATTER 3 0 0 0 0 0 0 0 0 <br />1 / O 1 -2 1" 000000000 2' 0' <br />SECTION A -A 00000000 <br />TO <br />000000000 <br />ROUND ALL (TYP.O°0000000 "MIN. <br />SLOPED IF THE PATH OF TRAVEL 'X' IS 4FT, OR GREATER, <br />INTERSECTIONS 0.10 TO 0.08 FT./FT. SLOPE FOR THE FLARED SIDE." MIN. <br />IF 'X' IS LESS THAN 4 FT, THEN THE FLARED SIDE SLOPE DOME SPACING <br />SLOPE) 4' 0" 6 <br />4'2" (6" CURB & 0.08 FT/FT SLOPE) <br />(4" CURB & 0.08 FT/FT 4.2.. <br />NOTES: SLOPE) ELEVATION OF RAMP (4" CURB & 0.08 FT/FT SLOPE) <br />TO COMPLY WITH THE AMERICANS WITH DISABILITIES ACT (ADA), ALL STATE AND LOCAL AGENCIES ARE REQUIRED TO <br />COMPLY WITH 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 <br />CURB AND GUTTER. THE RAMP AREA WILL BE PAID FOR AS CONCRETE WALK EXCLUDING THE TRUNCATED DOME AREA <br />WHICH WILL BE PAID FOR AS TRUNCATED DOMES BY THE SQUARE FOOT. BIKE TRAILS SHALL HAVE TRUNCATED DOMES <br />ACROSS THE ENTIRE WIDTH OF TRAIL WHEN THE TRAIL CROSSES A ROAD. DOMES ARE NOT TO BE USED ON SIDEWALKS <br />OR TRAILS WHEN CROSSING ALLEYS OR DRIVEWAYS. <br />1/2 INCH PREFORMED JOINT FILLER MATERIAL, AASHTO M 213. <br />WHEN POSSIBLE, PROVIDE A CLEAR PATH OF TRAVEL 4' 0" WIDE BEHIND THE PEDESTRIAN RAMP. A RELATIVELY FLA <br />4' X 4' LANDING WILL ALLOW WHEELCHAIRS TO NAVIGATE AROUND THE PEDESTRIAN RAMP. NO SIGNALS, SIGNS, <br />CABINETS, OR OTHER OBSTRUCTIONS ARE ALLOWED IN THE RAMP OR PATH OF TRAVEL. <br />3) WHEN A MEDIAN IS NOT WIDE ENOUGH FOR TWO PEDESTRIAN RAMPS AND A 48" LANDING BETWEEN THEM, THE <br />PEDESTRIAN CROSSING SHALL BE CUT THROUGH THE MEDIAN AT STREET LEVEL. <br />D PLACE THE DETECTABLE WARNINGS (TRUNCATED DOMES) AT THE BACK OF CURB. WHEN THE DETECTABLE WARNING <br />SYSTEM IS A PRECAST MATERIAL, THE CURB SHALL BE HAND FORMED TO FILL THE GAP. <br />O ADA REQUIRED TRUNCATED DOME AREA SHALL BE 2' 0" MIN. IN DIRECTION OF TRAVEL AND SHALL EXTEND THE FULL <br />WIDTH (3' 0" OR 4' 0" TYP.) OF THE CURB RAMP. THIS 2' 0" BY 3' 0" OR 4' 0" WIDTH (TYP.) TRUNCATED DOME AREA <br />SHALL CONTRAST VISUALLY WITH THE ADJACENT WALKING SURFACE. TRUNCATED DOMES SHALL BE CAST IRON POWDER <br />COATED A LIGHT COLOR (GRAY TYPICALLY) WHEN THE ADJACENT SIDEWALK IS DARK COLOR. TRUNCATED DOMES <br />SHALL BE CAST IRON POWDER COATED A DARK COLOR (RED TYPICALLY) WHEN THE ADJACENT SIDEWALK IS A LIGHT GRA' <br />CEMENT COLOR. <br />4' 0" MIN. FOR NEW CONSRUCTION. 3' 0" ALLOWED TO STAY IN PLACE FOR RETROFIT PROJECTS. IN SITUATIONS WHERE <br />Special Details <br />G: \LOGOS\Hugo 2016.jpg PEDESTRIAN Date: 04-01-15 <br />CURB RAMP HU -ST -3 <br />Revised: <br />01-20-17 <br />LTER ASSEMBL <br />RB BOX <br />URB <br />NOTES: <br />1. THE ROAD DRAIN -CURB & GUTTER MODEL CONSISTS OF A REUSABLE OPEN TOPPED RECEPTACLE <br />THAT SETS INSIDE THE STORM SEWER GRATE. AN INCORPORATION REAR DEFLECTOR PLATE IS <br />CONNECTED TO THE RECEPTACLE DIRECTING THE WATER INTO THE BASIN FOR FILTRATION. <br />2. THE ROAD DRAIN -CURB & GUTTER MODEL HAS A REPLACEABLE FILTER CARTRIDGE. <br />3. THE FILTER MEDIA SHALL MEET ALL LOCAL SPECIFICATIONS FOR INLET PROTECTION. <br />MAINTENANCE: <br />1. CHECK FILTER MEDIA AFTER EACH RAIN EVENT. CLEAN OR REPLACE IF SEDIMENT CLOGS FILTER. <br />2. REMOVE SEDIMENT AND DEBRIS FROM THE RECEPTACLE AFTER EACH RAIN EVENT. <br />2" WASHED COARSE <br />AGGREGATE <br />6" MIN. <br />DEPTH <br />NOTES: <br />1. CRUSHED CONCRETE IS NOT ALLOWED <br />2. CONSTRUCTION ENTRANCE SHALL BE A MINIMUM OF 24' X 50' <br />3. GEOTEXTILE FABRIC REQUIRED UNDERNEATH COARSE <br />AGGREGATE <br />4. MAINTENANCE IS INCIDENTAL <br />S0, <br />Fc2FYIN, OR <br />FN6;AJ_ <br />INSTALLATION <br />POST <br />FILTER FABRIC <br />1) SET POSTS AND <br />EXCAVATE A <br />6"X6" TRENCH <br />UPSLOPE ALONG <br />THE LINE OF <br />THE POSTS <br />3)ATTACH THE <br />FILTER FABRIC TO <br />THE WIRE FENCING <br />AND THE TRENCH <br />111110111116i <br />=11111=1111111111 <br />=11111 11111 -19 11111 <br />BOTTOM <br />OF <br />DRAINAGE WAY <br />C A <br />J <br />ILL <br />WIRE FENCING <br />2)STAPLE THE <br />WIRE MESH <br />FENCING TO <br />EACH POST <br />uiu-uui�-uui=um= <br />=uiu uui uiii uiii <br />4) BACKFILL THE <br />TRENCH AND <br />COMPACT THE <br />COMPACTED <br />EXCAVATED <br />BACKFILL <br />SOIL <br />MAINTENANCE <br />1. FILTER BARRIERS SHALL BE INSPECTED <br />IMMEDIATELY AFTER EACH RAINFALL AND AT <br />LEAST DAILY DURING PROLONGED RAINFALL. ANY <br />REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. <br />2. SHOULD THE FABRIC DECOMPOSE OR BECOME <br />INEFFECTIVE PRIOR TO THE END OF THE <br />EXPECTED USEABLE LIFE AND THE BARRIER STILL <br />BE NECESSARY, THE FABRIC SHALL BE <br />REPLACED PROMPTLY. <br />3. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER <br />EACH STORM EVENT. THEY MUST BE REMOVED <br />WHEN DEPOSITS REACH APPROXIMATELY 1/3 THE <br />A <br />ELEVATION: <br />POINTS "A" SHOULD NO SCALE <br />BE HIGHER THAN <br />POINTS "B" <br />HEIGHT OF THE BARRIER. <br />4. ANY SEDIMENT DEPOSITS REMAINING IN PLACE <br />AFTER THE SILT FENCE OR FILTER BARRIER IS <br />NO LONGER REQUIRED SHALL BE DRESSED TO <br />CONFORM WITH THE EXISTING GRADE, PREPARED <br />AND SEEDED. <br />5. WETLANDS ARE TO BE PROTECTED BY TWO ROWS <br />OF H.D. SILT FENCE. DOUBLE H.D. SILT FENCE IS <br />REQUIRED AROUND WATER BODIES, STEEP <br />SLOPES, AND HIGHLY ERODIBLE SOILS. <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 law of the ate of Minnesota. <br />04/05/2017 <br />Martin P. Campion -Llc. # 19901 Date: <br />CAMPION JOB NO. 16-039 <br />PROPOSED BY: <br />6yiI:I:kmgkgq <br />CONSTRUCTION <br />7685 CORPORATE WAY <br />EDEN PRAIRIE MN <br />952 937 8214 <br />WWW.SHAWCONSTRUCT.COM <br />DETAILS <br />Special Details Special Details Special Details Special Details DATE: 03/15/2017 REVISION <br />Date: Date: Date: Date: 04/06/2017 <br />PER 04/03/2017 <br />CATCH BASIN MANHOLE 04-01-15 WIMCO CURB & GUTTER 04-01-15 ROCK CONSTRUCTION 04_01_15 PLACEMENT AND CONSTRUCTION 04-01-15 <br />G:\LOGOS\Hugo 2016.jpg WITH 3' SUMP G'\LOGOS\Hugo 2016.jpg INLET PROTECTION CG23 G:\LOGOS\Hugo 2016.jpg ENTRANCE LG:S\Hugo 2016.jpg OF A SILT FENCE ENGINEERS MEMO <br />Revised: H U -STM - 4 � ) Revised: H U- E C- 4 Revised: H U- E C -1 Revised, H U- E C- 2 <br />01-20-17 01-20-17 01-20-17 01-20-17 <br />DRAWN BY: KDK <br />SHEET NO. <br />C 6.02 <br />