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A NON-WALKABLE �1� WALK OR WALKABLE 2"RAIN CAP P �U A KIT " P 9"STREET I.D. (TLARC 200) r1 MAX. } �J F 9"STREET LD. WALK S STRAIGHT FORMS Q 0 MAY BE USED 0.. S 0 SPACE 112"x 2"PVC 11 Q O il TUBE WITH#34-2" /F21 �4318"DRIVE RIVETS WITH CHERRY MATE RIVET FLARE NON-WALKABLE NYLON WASHERS 30"OR 36"STOP BACK OF CURB F „ TLXDR(3878-05 FLOW LINE p OR WALKABLE 4 DIAGONAL WITH#34112"CHERRY MATE RIVET 0 8 SURFACE 2Y, 1 O' 0' I MAX. O' SHALL ONLY BE USED AFTER ALL FRONT OF GUTTER F OTHER CURB RAMP TYPES HAVE BEEN 318"DRIVE RIVETS WITH A F EVALUATED AND DEEMED IMPRACTICAL NYLON WASHERS TLXDR(3878-05) PERPENDICULAR F �� CY- F FANQa NOTES: A LANDINGS SHALL BE LOCATED ANYWHERE THE PEDE5TRIAN ACCESS ROUTE (PAR)CHANGES DIRECTION.AT THE TOP OF RAMPS THAT HAVE RUNNING SLOPES GREATER THAN 5.0%. POST 2"x 2"x 12' AND IF THE APPROACHING WALK I5 INVERSE GRADE GREATER THAN 2%. INITIAL CURB RAMP LANDINGS SHALL BE CONSTRUCTED WITHIN I5'FROM THE BACK (20D12 12 QP] 2"ABOVE + 7"LOGOF �QF OF CURB WITH 6'FROM THE SACK OF CURB BEING THE PREFERRED DISTANCE.ONLY GROUND 0" APPLICAALE WHEN THE INITIAL RAMP RUNNING SLOPE IS OVER 5.0%. t�7"LOGO d 11 SECONDARY CURB RAMP LANDINGS ARE REQUIRED FOR EVERY 30" OF VERTICAL RISE 6"STREET NAM WHEN THE LONGITUDINAL RUNNING SLOPE IS GREATER THAN 5.0%. 4700 1��.. CONTRACTION JOINTS SHALL BE CONSTRUCTED ALONG ALL GRADE BREAKS WITHIN THE PAR.1/4" DEEP HUGQ E County Line ��' EXISTING GROUND NON-WALKABLE OR S NON-WALKABLE OR VISUAL JOINTS SHALL BE USED AT THE TOPS OF CONCRETE FLARES ADJACENT TO WALKABLE SURFACES JWALKABLE SURFACE 4 4 WALKABLE SURFACE ALL GRADE BREAKS WITHIN THE PAR SHALL BE PERPENDICULAR TO THE PATH OF TRAVEL�. HUS BOTH 9"STREET I D- 3"ADDRF�; FLARE FLARE SIDES OF A SLOPED WALKING SURFACE MUST BE EQUAL LENGTH.(EXCEPT AS STATED IN L�J BELOW. J0 NUMBERS TO ENSURE RAMPS AND LANDINGS ARE PROPERLY CONSTRUCTED,ALL INITIAL LANDINGS AT A TOP OF 9"STREET I.❑ 3"ADDRESS O O 01 03 0" 0" @ G IN AN INDEPENDENT (CONCRETES POUR.FOLLLOW SIDEWALK)REINFORCEMENTIEDETAILS QN SHEET 6 OF 6 7 NUMBERS F FOR ALL SEPARATELY POURED INITIAL LANDINGS. POST fi" 0 0 A T WHEN SIDEWALK IS AT BACK OF CURB.TOP OF CURB SHALL MATCH PROPOSED ADJACENT WALK GRADE. INTO ANCHOR 0 a TIERED PERPENDICULAR MAINTAIN POSITIVE BOULEVARD DRAINAGE TO TOP OF CURB. POST 2"x 2"x 12'-0" ALL RAMP TYPES SHOULD HAVE A MINIMUM 3'LONG RAMP LENGTH. 0 0 (20D12-12-❑P) C 11 MODIFIED FAN D 4'MINIMUM WIDTH OF DETECTABLE WARNING IS REQUIRED FOR ALL RAMPS.DETECTABLE WARNINGS a 7 2 SHALL CONTINUOUSLY EXTEND FOR A MIN.OF 24" 1N THE PATH OF TRAVEL.DETECTABLE WARNING USED WHEN RIGHT-OF-WAY TO COVER THE ENTIRE PAR WIDTH OF ON EACH -USE PATHS AND THE ENTIRE PAR WIDTH OF THE WALK WITH THE EXCEPTION OF 3" MAXIMUM ON EACH OUTSIDE EDGE WHICH ENSURES THE DETECTABLE 5116"CORNER BOLT 6 F D" IS CONSTRAINED WARNINGS ARE ENCASED IN CONCRETE WHEN ADJACENT TO TURF.WHEN ADJACENT TO CONCRETE FLARES Q 0" - 3" OFFSET IS ALLOWED. 0 0 WITH NYLON LOCK NUT _ 5 2 B WHEN DESIGNING OR ORDERING RECTANGULAR DETECTABLE WARNING SURFACES SHOULD BE 6" LESS 41 5116"CORNER BOLT 0 0 (TLB 516M) STABILIZER ' T THAN THE INCOMING PAR.ARC LENGTH OF THE RADIAL DETECTABLE WARNINGS SHOULD NOT BE WITH NYLON LOCK NUT F WITH THAN 20 FEET. STABILIZER o 0 2-112"x 2-1/2"x 18" 2 RECTANGULAR DETECTABLE WARNINGS SHALL BE SETBACK 3" FROM THE BACK OF CURB.RADIAL (TLCB 516M) 2-112"X 2-112" 0 0 ° ° (241`12-ODA-PG) LaiV// 1 DETECTABLE WARNINGS SHALL BE SETBACK 3" MINIMUM TO 6" MAXIMUM FROM THE BACK OF CURB. • 0 OIL Olk n F QI MATCH FULL HEIGHT CURB. I Q 4'MINIMUM DEPTH LANDING REQUIRED ACROSS TOP OF RAMP. EXISTING GROUND } C Q3 3" HIGH CURB WHEN USING A 3'LONG RAMP.4" HIGH CURB WHEN USING A 4'LONG RAMP. 2"ABOVE GROUND PARALLEL 40 SEE SHEET 4 OF 6.TYPICAL SIDE TREATMENT OPTIONS,FOR DETAILS ON FLARES ANCHOR e 0 O Q" AND RETURNED CURBS. 2-114"x 2-1A"x 4'-0" ' ° 0 0 11 DETECTABLE WARNINGS MAY BE PART OF THE 4`X 4'MIN.LANDING AREA IF IT IS NOT o (20F12-04-PG) POST 6"INTO CURB OR FEASIBLE TO CONSTRUCT THE LANDING OUTSIDE OF THE DETECTABLE WARNING AREA. 0 o VAR. 4'0"MIN. 6 THE GRADE BREAK SHALL BE PERPENDICULAR TO THE BACK OF WALK. THIS WILL ENSURE v° ANCHOR CURB AND RAMP REQUIRED LANDING I O THAT THE GRADE BREAK IS PERPENDICULAR TO THE DIRECTION OF TRAVEL.(TYPICAL FOR ALL) •• ANCHOR o o GUTTER 1/4" R. 7 O ( WHEN ADJACENT TO GRASS,GRADING SHALL ALWAYS BE USED WHEN FEASIBLE.V CURB, vo _ _ ::'bi'.a'-.'. IF USED,SHALL BE PLACED OUTSIDE THE SIDEWALK LIMITS WHEN RIGHT OF WAY ALLOWS. 5116"CORNER BOLT 2-114"x 2-114"x 4' o o " 9~ �O.D2 F7./FT.MAX. 4'0"MIN. WHEN ADJACENT TO PARKING LOTS.CONCRETE OR BITUMINOUS TAPERS LESS THAN 5% RUNNING 04� (TLCB 516M) ve (20F12-D4-PG) o ^—— 5 SLOPE SHOULD BE USED OVER V CURB TO REDUCE TRIPPING HAZARDS AND FACILITATE � ' p.05 FT./FT.AND REQUIRED LANDING SNOW & IC£ REMOVAL. 0 0 � ee o o S 0.083 FT./FT PREFERRED 1/4" R. 8 A 7'MIN TOP RADIUS GRADE BREAK IS REQUIRED TO BE CONSTRUCTIBLE. oa 0 0 6" CONCRETE WALK _ _ 9 PAVE FULL WALK WIDTH. 0 5116"CORNER BOLT :s`:' 4.'.�r;,..�.; :�!,:�-a'.-•,n ..-. .- 5116"NYLON LOCK NUT 00 (TLCB 516M) 0 0 SECTION A-A 0.02 FT./FT.MAX. [, 0 EUALUATEaSANa DEENMSERHIMPRACTICAL USED WHEN ALL OTHER FEASIBLE OPTIONS HAVE BEEN 0 0 CURB OR 6" CONCRETE WALK ,i 11 INTERMEDIATE CURB HEIGHTS TAPER SHALL RISE AT 8-10% TO A MINIMUM 3" CURB HEIGHT. PERPENDICULAR/TIERED/DIAGONAL CURB AND O REDUCE INTERMEDIATE CURB HEIGHT TO 2+ INCHES IF NECESSARY TO MATCH ADJACENT 0 o GUTTER SECTION C-C © BOULEVARD OR SIDEWALK GRADE$. 5116"NYLON LOCK NUT PARALLEL/DEPRESSED CORNER I 5 CURB OR LEGEND CURB AND VAR. 4'0'*MIN. g THESE LONGITUDINAL SLOPE RANGES SHALL BE THE STARTING POINT.IF SITE Special Details GUTTER 1/4'1 R. RAMP REQUIRED LANDING S CONDITIONS WARRANT.LONGITUDINAL SLOPES UP TO 8.37 OR FLATTER ARE ALLOWED. r CITY OF p Special Details �s] INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN STREET I.D. date CITY OF �dSe .i <' a r1 5.0% MINIMUM AND 8.3% MAXIMUM IN THE DIRECTION SHOWN 04-01-15 STREET I.D. !STOP 04-01-15 e:;_°.:•• .:,:` 4''' 0.02�FT-eFT. AX. G AND THE CROSS SLOPE SHALL NOT EXCEED 2.0/. SIGN DETAIL HU-SIG-4 SIGN DETAIL >0.02 FT./FT.AND F INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE GREATER F7emsetl L' Revised HU-SIG-5 50.05 FT./FT PREFERRED �y 10" THAN 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN EST.1900 03-12-20 11, 1JG0 EST.1906 03-12-20 5" CONCRETE WALK AND CROSS SLOPE SHALL NOT EXCEED 2.0%. "! --�� I ® LANDING AREA - 4'X 4'MIN.(5'X 5'MIN.PREFERRED)DIMENSIONS AND MAX SECTION B-13 2.0% SLOPE IN ALL DIRECTIONS.LANDING SHALL BE FULL WIDTH OF INCOMING PARS. FAN DEPRESSED GARNER X" CURB HEIGHT REVISION: milSTANDARD PLAN 5-297.250 1 OF fi PEDESTRIAN CURB RAMP DETAILS APPROVED: 11-00r4�-20 r1 * APPROVED: 11-04—2D21 VARIABLE WIDTH S YARIABLE LONG CHORD WIDTH �raEY/Pcax M I N N @ SNT REVISED: DEPARFiNENT STATE PROJ. N0. [TH l SHEET N0. OF SHEETS O OPERATIONS DIVISION OF THOMR TYRSICKI TRANSPORTATION STATE DE$ N ENGINEER RADIUS 6 2 0a@0 ago aaa ® 2 0@00 000 ® 0a0 0 ® 000000 ® ® � 0000 ® ® � ® ® � 00000C� C� 00_-H0 2 4 0000010A00000 ® 0000a0000 0 0 0 z a 00000000000 0 0 0 0 0 0 0 0 0 0 0 �F 0 0 0 0 0 0@ 0 0 0 0 0 0000aa0000 ® N V 0 0 0 0 0 ® 0 0 0 0 0 a ®® ®�g O 0 �0 p a l9' •0 a 0 0 0 0 0 0 0 0 0 ®®000@0000 0 a a a a @ o a CLLO q 0 000000000 1 3 3 1 4 I 1 VARIABLE SHORT CHORD WIDTH RECTANGULAR PLATES RADIAL PLATES HOSE LOOPS HOSE LOOPS TYPICAL RADIAL TRUNCATED DOME PLATES RADIUS LONG SQUARE PLATES 3 GUYS EACH OF 10 50 - s5z (FEET) CHORD FEET REQUIRED OF BASE DIAMETER WIDTH PER FOR 96 GAUGE TWISTED WIRE 3 GUYS EACH OF 10 a.z" TURN0 (INCHES) PLATE DEGREE 120 DEGREES APART GAUGE TWISTED WIRE la 231/ 3.53 a AROUND THE TREE 120 DEGREES APART 13 AROUND THE TREE 0.911 TO 1•a" is 23yZ jr 3.67 12 TURNBUCKLE 20 1813 3.00 20 TURNBUCKLE SECTION A-A 20 ISYS 2.98 20 TRUNCATED DOME 25 2OY2 3.28 23 COLORED FLAGS 1 PER WIRE 4" DEEP MULCH 25 23YI, 20 30 22% 3.65 25 COLORED FLAGS 1 PER WIRE 4" DEEP MULCH 35 22 3.56 30 24" STAKE NOTES: 24 STAKE DETECTABLE WARNING SURFACES SHALL FOLLOW THE PUBLIC FOR MNDOT PROJECTS.SEE MNDOT'S APPROVED/QUALIFIED PRODUCT RIGHTS-OF-WAY ACCESSIBILITY GUIDELINES (PROWAC). LISTS. DETECTABLE WARNINGS CONSIST OF TRUNCATED DOMES ALIGNED IN ALL TRUNCATED DOME SYSTEMS SHALL BE PLACED IN STRICT FOLD BACK BURLAP A SQUARE OR RADIAL GRID PATTERN. ACCORDANCE WITH THE RECOMMENDATIONS OF THE MANGFACTURER. BAC K FILL WITH TOP SOIL DETECTABLE WARNINGS ARE REQUIRED: AND REMOVE ALL FOLD BACK BURLAP BAC K FILL WITH TOP SOIL -WHERE RAM PS.LANDINGS,OR BLENDED TRANSITIONS PROVIDE pl CENTER-TO-CENTER DOME SPACING: 1.G" MINIMUM, 2.4" MAXIMUM. AND PEAT MOSS 3:1 RATIO AND REMOVE ALL A FLUSH PEDESTRIAN CONNECTION TO THE ROADWAY. TIES/WIRES FROM -WHERE PEDESTRIAN ACCESS ROUTES CROSS COMMERCIAL DRIVEWAYS Q2 BASE-TO-BASE DOME SPACING: 0.65" MINIMUM. 18• MIN AND PEAT MOSS 3:1 RATIO THAT ARE PROVIDED WITH TRAFFIC CONTROL DEVICES CR (1 DOME BASE TO PLATE EDGE SPACING: 0.35t1 MINIMUM, TOP OF BALL TIES/WIRES FROM 1W MIN OTHERWISE PERMITTED TO OPERATE LIKE A PUBLIC ROADWAY. v 0.75" MAXIMUM. E BALL DEER TOP OF BALL -AT PEDESTRIAN RAILWAY CROSSINGS. � -ON RAIL PLATFORMS WHERE BOARDING EDGES ARE NOT PROTECTED. L:J SPACING VARIES ON RADIAL PLATES. E BALL DMJAEIQt DETECTABLE WARNINGS SHALL EXTEND; TYPICAL WIDTHS AVAILABLE: -A MINIMUM OF 24" IN THE DIRECTION OF TRAVEL. CHECK WITH MANUFACTURERS FOR AVAILABLE WIDTHS. THE FULL WIDTH FULL WIDTH ON EITHER END.THE RAMP,LANDING,OR BLENDED TRANSITION. WITHIN 3" OF FULL © ON RADIAL PLATE,RADIUS DEFINED AT BACK OF CURB. TYPICAL CONIFEROUS PLANTING -THE FULL LENGTH OF THE PUBLIC USE AREA OF A RAIL PLATFORM. D TYPICAL RADII. CHECK WITH MANUFACTURERS FOR AVAILABLE RADII. TYPICAL DECIDUOUS PLANTING DETECTABLE WARNING SURFACES SHALL CONTRAST VISUALLY WITH R F C 8 6 0 A ADJACENT GUTTER,ROADWAY.OR WALKWAY,EITHER LIGHT-ON-DARK OR DARK-ON-LIGHT. CONTRAST MAY BE PROVIDED ON THE FULL RAMP RFC 8 6 0 C SURFACE,FXCWDING THE FLARED SIDES. Not To Scale APPROVED AUGUST 23,2010 STATE OF MINNESOTA SPECIFICATION STANDARD Not To Scale DEPARTMENT OF TRANSPORTATION REFERENCE PLATE 2531 NO. DETECTABLE WARNING SURFACE 2563 S TE DESI ENGINEER TRUNCATED DOMES REVISED 7038A 01-09-2020 M.J.E. UTILITIES: CENTURYLINK (763) 712-5017 DATE REVISION HISTORY I HEREBY CERTIFY THAT PLLAN WAS 13635 Johnson Street DWG: 2112 DTL7 CENTERPOINT ENERGY (763) 323=2760 05/13/22 LANDSCAPE PLAN DIRECTPREPSUPDERBI M AM A Ham Lake, MN 55304 GOODVIEW ESTATES DATE: 07/06/22 COMCAST (952) 607 4078 DULY ER ��Ejlj ONALRFC ENGINEERING IN ■ HUGO, MN GOPHER STATE CONNEXUS ENERGY (763) 323-4268 06/09/22 CITY COMMENTS ' Telephone 763-862-8000 JOB NUMBER: 2112 ENGINEE� LAWS OF THE P XCEL ENERGY (612) 526-4508 FaX 763-862-8042 ONE CALL 06/29/22 OUTLOT CONFIGURATION MINNESOTA. HUGO PUBLIC WORKS (651) 762-6301 07/06/22 CITY COMMENTS � Consulting Engineers DETAILS SHEET:C 7 OF 67 800-252-1166 651-454-0002 DATE REG. N0. FILE: 37—1 - 107 DESIGN BY: DAK DRAWN BY: LDZ/KDD CHECKED BY: TPC