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CENTERLINE OF CATCH BASIN CASTING CENTERLINE OF ROCK DIKE SLOPE 3' 5 NOTE: o ROCK FILTER DIKE TO BE CONSTRUCTED OF 1-1/211 MINUS WASHED PIT RUN STONE. EROSION CONTROL '"I.L/1 IIVLL HJ IIVV ROCK FILTER DIKE NEENAH No. R -1642—B RING CASTING OR API L IiVIVI.L(ILLLI I Il.l\I IVLLJ COVER SHALL NOT HAVE ALIGNMENT LUGS. 25 3/411 DIA. 1/4" CROWN I r 3 3/811 15811 1/211 13/1611 3/4" 2 1/8" 3 3/16" 4 1/4" 25 5/811 DIA. STANDARD MANHOLE CASTINGS A A DESIRED MINIMUM T 8' OUTER LIMITS OF I 3' 8' 5 CONCRETE WALK o 2 n n 04-0- x . 4-0- / 4, 0" x . 4-0- MIN ,0"MIN r�4'0"--1 MIN MIN r— 41 0-1 MIN FRONT FACEF~ 5' B' 5. 8" �I BACK OF 5' 8" 5' e" OF CURB V C=] CURB U U 5 6- M} i s 8!Q 2-0- 6" m 6' 3" (8" CURB) J I b" 4 0 4' 2' (4" CURBT 4 6 3" (8" CURB) I 6' 3' (6" CURB)_ I _4' 0" 6' S'(6r-URB) f 4' 0' MIN. 4'2'(4- CURB} 4' 2" 4 CU MIN 4' VAR WIDTH CURB(" I A A --1 I' PLAN VIEW OF DIAGONAL RAMP PLAN VIEW OF PERPENDICULAR RAMP CURB OR 5' 4^6" CURB X�' 0' DESIREABLE I �6 CURB & ( ) DOME SECTION 3' 4" (4" CURB) GUTTER T— ------- :... •.:.•.: ,:•.. 1t 2t DOME 0.02 FT1FT MAIC � (TYp,) 0.08FT/FT ORFLATTER O ea aa••aa• "EYP) 1 0000000000 SECTION A -A li :0099009 2 0" aaeaaa:aaa P "MIN aaa■aaaaaa ROUND ALL IF THE PATH OF TRAVEL 'X' IS 4FT, OR GREATER, USE } INTERSECTIONS/ SLOPED 0.10 TO 0.08 FT./FT. SLOPE FOR THE FLARED SIDE. T -F MIN.- IF'X' IS LESS THAN 4 FT, THEN THE FLARED SIDE SLOPE DOME SPACING MUST NOT EXCEED 0.08 FT./FT.. (6' CURB & 0.08 FTlFT SLOPE) h� 6' 0" (6"CURB d, D.08 FTIFT SLOPE) 4,2" 1i 47" NOTES: (4" CURB & 0.08 1 -T11 -T SLOPE) (4" CURB & 0.08 FTIFT SLOPE) ELEVATION OF RAMP TO COMPLY WITH THE AMERICANS WITH DISABILITIES ACT (ADA), ALL STATE AND LOCAL AGENCIES ARE REQUIRED TO COMPLY WITH THIS STANDARD DETAIL PLATE. THE CURB AND CURB TRANSITION ON THE RAMP WILL BE PAID FORAS LINEAR FEET OF CONCRETE CURB OR CONCRETE CURB AND GUTTER. THE RAMP AREA WILL BE PAID FOR AS CONCRETE WALK EXCLUDING THE TRUNCATED DOME AREA WHICH WILL BE PAID FOR AS TRUNCATED DOMES BY THE SQUARE FOOT. BIKE TRAILS SHALL HAVE TRUNCATED DOMES ACROSS THE ENTIRE WIDTH OF TRAIL WHEN THE TRAIL GROSSES A ROAD. DOMES ARE NOT TO BE USED ON SIDEWALKS OR TRAILS WHEN CROSSING ALLEYS OR DRIVEWAYS. 1 112 INCH PREFORMED JOINT FILLER MATERIAL, AASHTO M 213. WHEN POSSIBLE, PROVIDE A CLEAR PATH OF TRAVEL V D' WIDE BEHIND THE PEDESTRIAN RAMP. A RELATIVELY FLAT 4' X 4' LANDING WILL ALLOW WHEELCHAIRS TO NAVIGATE AROUND THE PEDESTRIAN RAMP. NO SIGNALS, SIGNS, CABINETS, OR OTHER OBSTRUCTIONS ARE ALLOWED IN THE RAMP OR PATH OF TRAVEL. WHEN A MEDIAN IS NOT WIDE ENOUGH FOR TWO PEDESTRIAN RAMPS AND A 48" LANDING BETWEEN THEM, THE PEDESTRIAN CROSSING SHALL BE CUT THROUGH THE MEDIAN AT STREET LEVEL. ® PLACE THE DETECTABLE WARNINGS (TRUNCATED DOMES) AT THE BACK OF CURB. WHEN THE DETECTABLE WARNING SYSTEM IS A PRECAST MATERIAL, THE CURB SHALL BE HAND FORMED TO FILL THE GAP. ADA REQUIRED TRUNCATED DOME AREA SHALL BE 2' (r MIN. IN DIRECTION OF TRAVEL AND SHALL EXTEND THE FULL WIDTH (3' 0" OR 4' (" TYP.) OF THE CURB RAMP. THIS 2' 0" BY T 0' OR 4' 0" WIDTH (TYP.) TRUNCATED DOME AREA SHALL CONTRAST VISUALLY WITH THE ADJACENT WALKING SURFACE. TRUNCATED DOMES SHALL BE CAST IRON POWDER COATED A LIGHT COLOR (GRAY TYPICALLY) WHEN THE ADJACENT SIDEWALK IS DARK COLOR TRUNCATED DOMES SHALL BE CAST IRON POWDER COATED A DARK COLOR (RED TYPICALLY) WHEN THE ADJACENT SIDEWALK IS A LIGHT GRAY CEMENT COLOR. 6' 0' MIN. FOR NEW CONSRUCTION. 3(r ALLOWED TO STAY IN PLACE FOR RETROFIT PROJECTS. IN SITUATIONS WHERE THE CURB CUT WIDTH EXCEEDS 4'(r. THE DETECTABLE WARNINGS SHALL EXTEND THE FULL WIDTH. ., CITY OF Special Details � PEDESTRIAN 04-01-15 11WG0 CURB RAMP HU-STR-3 EST. 1906 D1-20.17 T/C ELEVATIONS B612 SECTION STATION 51 m I m r - to 00 T/C ELEVATIONS B612 SECTION VALLEY GUTTER TRANSITION FROM SURMOUNTABLE TO B612 WITHIN 5' m w m w O U J 9' TYP. � u- 0 w I— w - Q b\ LL- O O �j STRIPING BY OTHERS AFTER WEAR COURSE TYPICAL PARKING NOT TO SCALE Vill [1xv:1) 25 3/411 9" BEEHIVE GRATE 1 B612 OUTFALL GUTTER (TYP.) 911 - NEENAH No. R-2561 6 - NEENAH No. R -2561-A OR APPROVED EQUAL NEENAH No. R-1733 RING CASTING OR APPROVED EQUAL. 6" BEEHIVE GRATE STANDARD INLET CASTINGS ' L EXPANSION JOINT A A B e QUANDRANT TO BE POURED INTEGRAL WITH CURB EXPANSION JOINT 118' 18" LVARI' 2� _J SECTION A -A THIRU 8618 C & G THIS DETAIL 15 THE SAME FOR BOTH SIDES OF THE VALLEY GUTTER 18' 18..-7 2°% 314 per ft. j... 7" 1'1 3" ': { : •• 1' Min. :.......... CITY OF EST. 1906 6' MIN. CLASS 5 OR SALVAGEDIRECYCLED MATERIAL MEETING CLASS 5 GRADATION (MnDOT 3138) #4 REBAR (TYP.) TO BE INSTALLED AT HALF DEPTH OF GUTTER SECTION B -B THRU CONCRETE GUTTER VALLEY GUTTER DETAIL Special Details 04-01-15 HU-STR-B D4-91-19 60' 30' W. 16' 14' 14' 16' 6' 2%-S% —2% �� 2%� TOPS --' - --"---TE CURB & GUTTER SOD OR SEED (AS DIRECTED BY THE ENGINEER) W14" MIN TOP NOTE - 1. CONSTRUCT FINAL L COMPLETION OF TH 2. THE USE AND THIO EXISTING SOIL CON 3. RIGHT -0F -WAY WIDT 4. 4" PERFORATED P.E. ENCOUNTERED IN T INSET B ENGINEER. SEE HU- SEE INSET SEE INSET B IFT OF BITUMINOUS ONE FREEZE -THAW CYCLE AFTER E UTILITY WORK. KNESS OF SELECT GRANULAR BORROW IS BASED ON DITIONS AS DETERMINED BY THE ENGINEER. H TO BE DETERMINED BY THE ENGINEER. PIPE WITH FABRIC. INSTALL WHERE CLAY SOILS ARE HE ROADWAY SUBGRADE ORAS DIRECTED BY THE SDS FOR DRAIN DETAIL. 2% - 5% SOD OR SEED (AS DIRECTED BY THE ENGINEER) W14' MIN TOPSOIL MINIMUM PAVEMENT DESIGN STANDARD: ACTUAL PAVEMENT DESIGN SHALL BE BASED ON SUBGRADE SOIL R VALUE AND PROJECTED ESAL (TRAFFIC) 112" TYPE SP 9.5 BITUMINOUS WEARING COURSE MIXTURE (2,B) 7WEA240B (PG 58-26), MnDOT 2360 67 BITUMINOUS TACK COAT 1P2" TYPE SP 12.5 BITUMINOUS WEARING COURSE MDCTURE (2,B) VEB230B (PG1%28), MnDCT 2'360 AGGREGATE BASE (CLASS 5 OR SALVAGEDIRECYCLED MATERIAL MEETING CLASS 5 RADATION), MnDOT 3138 1" SELECT GRANULAR BORROW, MnDOT 3149 APPROVED SUBGRADE INSET A CITY C)F URBAN RESIDENTIAL STREET 9 TON DESIGN EST. 1906 Special Details 04-01-15 HU-STRA E 04-11-19 PROPERTY LINE 0.5' 8' 0.5' Al r]PF 1)A' PFR Fr1r1T Tr] r1R411J L 3' TYPE 9.5 WEAR COURSE MIX (2,B) (SPWEA240B) 6" CLASS 5 OR SALVAGEDIRECYCLED MATERIAL MEETING CLASS 5 GRADATION (MnDOT 3138) GEOTEXTILE FABRIC FOR ROOT CONTROL TO BE PLACED UNDERCLASS 5 AGGREGATE GEOTEXTILE FABRIC TO BE BIOBARRIER OR APPROVED NOTE: EQUAL THE FINAL WEAR COARSE LIFT SHOULD BE PLACED UPON 90-95% COMPLETION OF ALL HOME CONSTRUCTION. BIKE PATH TYPICAL SECTION 5' SLOPE 114" PER PROPERTY LINE 0.3' '4" CONCRETE (3F52A) CLASS 5 OR SALVAGEDIRECYCLED MATERIAL MEETING CLASS 5 GRADATION (MnDOT 3138) "NOTE: 6" THICK SIDEWALK IS REQUIRED THROUGH DRIVEWAY AREAS. SIDEWALK TYPICAL SECTION CITY OF Special Details BIKE PATH AND °�°' 04-01-15 11jw SIDEWALK TYPICAL SECTIONS HU-STR-9 EST. 1906 D4-11-19 O m=Q w (n J Z � C) V) C) O ww � cn � >- 0 5; a- QQ-JZw Jim ry U — (n Z (n w Inw— ~� _ _ � L> U) w m c� > O Z Ln 0- M Ln N w � jo)Cnw— Q O N o � > �� 00 Q 12 Q O 0 0 0 0 : 1 00 N J N — w Cfl 00 I N Ln O N N I m o m m � 00 z z w O w U � U Z C7 ~ U-) Q w X w Q w � _ w J I U 0 UE p+ X Q T C V) X V) I) V) 1n x ^ Lv X O C O m U +- z7 0_ O — U V) x Qo �� O x Z cn U V) V) x v x —i U X V) V) C N T X O U O O� V x N 0- X X U (n X X T OO N X Q)C Q) � + •— � c —UUw0 Cn 0 M M h h O N Z c iz 0 Q N J � �b4 O O h O 0 0 Q V/ 0 0LL- -1 Q /Ld � LLJ V = Z) ❑ 0 uj V) of W Q SHEET N0. / gOF / g STRIPING BY OTHERS AFTER WEAR COURSE TYPICAL PARKING NOT TO SCALE Vill [1xv:1) 25 3/411 9" BEEHIVE GRATE 1 B612 OUTFALL GUTTER (TYP.) 911 - NEENAH No. R-2561 6 - NEENAH No. R -2561-A OR APPROVED EQUAL NEENAH No. R-1733 RING CASTING OR APPROVED EQUAL. 6" BEEHIVE GRATE STANDARD INLET CASTINGS ' L EXPANSION JOINT A A B e QUANDRANT TO BE POURED INTEGRAL WITH CURB EXPANSION JOINT 118' 18" LVARI' 2� _J SECTION A -A THIRU 8618 C & G THIS DETAIL 15 THE SAME FOR BOTH SIDES OF THE VALLEY GUTTER 18' 18..-7 2°% 314 per ft. j... 7" 1'1 3" ': { : •• 1' Min. :.......... CITY OF EST. 1906 6' MIN. CLASS 5 OR SALVAGEDIRECYCLED MATERIAL MEETING CLASS 5 GRADATION (MnDOT 3138) #4 REBAR (TYP.) TO BE INSTALLED AT HALF DEPTH OF GUTTER SECTION B -B THRU CONCRETE GUTTER VALLEY GUTTER DETAIL Special Details 04-01-15 HU-STR-B D4-91-19 60' 30' W. 16' 14' 14' 16' 6' 2%-S% —2% �� 2%� TOPS --' - --"---TE CURB & GUTTER SOD OR SEED (AS DIRECTED BY THE ENGINEER) W14" MIN TOP NOTE - 1. CONSTRUCT FINAL L COMPLETION OF TH 2. THE USE AND THIO EXISTING SOIL CON 3. RIGHT -0F -WAY WIDT 4. 4" PERFORATED P.E. ENCOUNTERED IN T INSET B ENGINEER. SEE HU- SEE INSET SEE INSET B IFT OF BITUMINOUS ONE FREEZE -THAW CYCLE AFTER E UTILITY WORK. KNESS OF SELECT GRANULAR BORROW IS BASED ON DITIONS AS DETERMINED BY THE ENGINEER. H TO BE DETERMINED BY THE ENGINEER. PIPE WITH FABRIC. INSTALL WHERE CLAY SOILS ARE HE ROADWAY SUBGRADE ORAS DIRECTED BY THE SDS FOR DRAIN DETAIL. 2% - 5% SOD OR SEED (AS DIRECTED BY THE ENGINEER) W14' MIN TOPSOIL MINIMUM PAVEMENT DESIGN STANDARD: ACTUAL PAVEMENT DESIGN SHALL BE BASED ON SUBGRADE SOIL R VALUE AND PROJECTED ESAL (TRAFFIC) 112" TYPE SP 9.5 BITUMINOUS WEARING COURSE MIXTURE (2,B) 7WEA240B (PG 58-26), MnDOT 2360 67 BITUMINOUS TACK COAT 1P2" TYPE SP 12.5 BITUMINOUS WEARING COURSE MDCTURE (2,B) VEB230B (PG1%28), MnDCT 2'360 AGGREGATE BASE (CLASS 5 OR SALVAGEDIRECYCLED MATERIAL MEETING CLASS 5 RADATION), MnDOT 3138 1" SELECT GRANULAR BORROW, MnDOT 3149 APPROVED SUBGRADE INSET A CITY C)F URBAN RESIDENTIAL STREET 9 TON DESIGN EST. 1906 Special Details 04-01-15 HU-STRA E 04-11-19 PROPERTY LINE 0.5' 8' 0.5' Al r]PF 1)A' PFR Fr1r1T Tr] r1R411J L 3' TYPE 9.5 WEAR COURSE MIX (2,B) (SPWEA240B) 6" CLASS 5 OR SALVAGEDIRECYCLED MATERIAL MEETING CLASS 5 GRADATION (MnDOT 3138) GEOTEXTILE FABRIC FOR ROOT CONTROL TO BE PLACED UNDERCLASS 5 AGGREGATE GEOTEXTILE FABRIC TO BE BIOBARRIER OR APPROVED NOTE: EQUAL THE FINAL WEAR COARSE LIFT SHOULD BE PLACED UPON 90-95% COMPLETION OF ALL HOME CONSTRUCTION. BIKE PATH TYPICAL SECTION 5' SLOPE 114" PER PROPERTY LINE 0.3' '4" CONCRETE (3F52A) CLASS 5 OR SALVAGEDIRECYCLED MATERIAL MEETING CLASS 5 GRADATION (MnDOT 3138) "NOTE: 6" THICK SIDEWALK IS REQUIRED THROUGH DRIVEWAY AREAS. SIDEWALK TYPICAL SECTION CITY OF Special Details BIKE PATH AND °�°' 04-01-15 11jw SIDEWALK TYPICAL SECTIONS HU-STR-9 EST. 1906 D4-11-19 O m=Q w (n J Z � C) V) C) O ww � cn � >- 0 5; a- QQ-JZw Jim ry U — (n Z (n w Inw— ~� _ _ � L> U) w m c� > O Z Ln 0- M Ln N w � jo)Cnw— Q O N o � > �� 00 Q 12 Q O 0 0 0 0 : 1 00 N J N — w Cfl 00 I N Ln O N N I m o m m � 00 z z w O w U � U Z C7 ~ U-) Q w X w Q w � _ w J I U 0 UE p+ X Q T C V) X V) I) V) 1n x ^ Lv X O C O m U +- z7 0_ O — U V) x Qo �� O x Z cn U V) V) x v x —i U X V) V) C N T X O U O O� V x N 0- X X U (n X X T OO N X Q)C Q) � + •— � c —UUw0 Cn 0 M M h h O N Z c iz 0 Q N J � �b4 O O h O 0 0 Q V/ 0 0LL- -1 Q /Ld � LLJ V = Z) ❑ 0 uj V) of W Q SHEET N0. / gOF / g w � jo)Cnw— Q O N o � > �� 00 Q 12 Q O 0 0 0 0 : 1 00 N J N — w Cfl 00 I N Ln O N N I m o m m � 00 z z w O w U � U Z C7 ~ U-) Q w X w Q w � _ w J I U 0 UE p+ X Q T C V) X V) I) V) 1n x ^ Lv X O C O m U +- z7 0_ O — U V) x Qo �� O x Z cn U V) V) x v x —i U X V) V) C N T X O U O O� V x N 0- X X U (n X X T OO N X Q)C Q) � + •— � c —UUw0 Cn 0 M M h h O N Z c iz 0 Q N J � �b4 O O h O 0 0 Q V/ 0 0LL- -1 Q /Ld � LLJ V = Z) ❑ 0 uj V) of W Q SHEET N0. / gOF / g O 0 0 Q V/ 0 0LL- -1 Q /Ld � LLJ V = Z) ❑ 0 uj V) of W Q SHEET N0. / gOF / g SHEET N0. / gOF / g