* LANDING ROLLED CURB SIDEWALK RAMP TYPE R (ROLLED SIDES) * LANDING ** RAMP FULL CURB HEIGHT MAY BE REDUCED TO ACCOMMODATE MAXIMUM SIDE FLARE SLOPE

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Aubrey Haynes
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1 * MXIMUM LNDING IS 2.0% IN ECH DIRECTION OF TRVEL. LNDING MINIMUM DIMENSIONS 5' x 5'. ** MXIMUM RMP CROSS IS 2.0%, RUNNING 5% - 7% (8.3% MXIMUM). "NON-WLKING" RE * LNDING 24" CROSS FULL WIDTH PERMNENT OBSTRUCTION RMP TYPE R (ROLLED SIDES) * LNDING 24" CROSS FULL WIDTH 24" CROSS FULL WIDTH SIDE FLRE 0% MX. SIDE FLRE 0% MX. 0% MX. SIDE FLRE SIDE FLRE 0% MX. FULL CURB HEIGHT MY BE REDUCED TO CCOMMODTE MXIMUM SIDE FLRE RMP TYPE F (FLRED SIDES, TWO RMPS SHOWN) DEPRTMENT DIRECTOR Kirk T. Steudle MICHIGN DEPRTMENT OF TRNSPORTTION BUREU OF DEVELOPMENT STNDRD PLN FOR Michigan Department of Transportation PREPRED BY PPROVED BY: DIRECTOR, BUREU OF FIELD SERVICES RMP ND DETECTBLE WRNING DETILS DESIGN DIVISION DRWN BY: B.L.T PPROVED BY: W.K.P. CHECKED BY: OF 7 DIRECTOR, BUREU OF DEVELOPMENT F.H.W.. PPROVL PLN DTE

2 * MXIMUM LNDING IS 2.0% IN ECH DIRECTION OF TRVEL. LNDING MINIMUM DIMENSIONS 5' x 5'. ** MXIMUM RMP CROSS IS 2.0%, RUNNING 5% - 7% (8.3% MXIMUM). * LNDING "NON-WLKING" RE 24" CROSS FULL WIDTH WLKING RE SIDE FLRE 0% MX. RMP TYPE RF (ROLLED / FLRED SIDES) CURB RMP PVEMENT OPENING RMP RUN * LNDING 2" MX. 24" CROSS FULL WIDTH RMP 5% - 7% (8.3% MXIMUM) SEE NOTES " EXPNSION JOINT RMP ND LNDING SLB THICKNESSES SHLL BE S CLLED FOR ON THE PLNS REINFORCEMENT S IN DJCENT CURB & GUTTER GRDE BREK CURB TYPE MXIMUM RISE (INCHES) B SECTION - PVEMENT SHLL END FLUSH WITH THE GUTTER PN B B2 B3 MTCH RMP NOT TO EXCEED MXIMUM RISE B RMP SHLL END FLUSH WITH BCK OF CURB D D2 *** 5.0% MX. D3 B C C2 C3 C4 C5 *** TRNSITION DJCENT GUTTER PN CROSS SECTION TO PROVIDE 5.0% MXIMUM COUNTER CROSS THE RMP OPENING. C6 F SECTION THROUGH CURB RMP OPENING F2 (TYPICL LL RMP TYPES) F3 F4 F5 MICHIGN DEPRTMENT OF TRNSPORTTION BUREU OF DEVELOPMENT STNDRD PLN FOR F6 FOR CURB TYPES SEE STNDRD PLN R-30-SERIES RMP ND DETECTBLE WRNING DETILS F.H.W.. PPROVL PLN DTE 2 OF 7

3 * MXIMUM LNDING IS 2.0% IN ECH DIRECTION OF TRVEL. LNDING MINIMUM DIMENSIONS 5' x 5'. "NON-WLKING" RE ** MXIMUM RMP CROSS IS 2.0%, RUNNING 5% - 7% (8.3% MXIMUM). * LNDING 24" CROSS FULL WIDTH RMP TYPE P (PRLLEL RMP) DO NOT USE IN RES WHERE PONDING MY OCCUR "NON-WLKING" RE "NON-WLKING" RE * LNDING 24" CROSS FULL WIDTH RMP TYPE C (COMBINTION RMP) 24" CROSS FULL WIDTH IF MEDIN WIDTH IS T LEST 6'-0". OTHERWISE NO DETECTBLE WRNING IS REQUIRED. MEDIN WIDTH RMP TYPE M (MEDIN ISLND) MICHIGN DEPRTMENT OF TRNSPORTTION BUREU OF DEVELOPMENT STNDRD PLN FOR RMP ND DETECTBLE WRNING DETILS F.H.W.. PPROVL PLN DTE 3 OF 7

4 * MXIMUM LNDING IS 2.0% IN ECH DIRECTION OF TRVEL. LNDING MINIMUM DIMENSIONS 5' x 5'. ** MXIMUM RMP CROSS IS 2.0%, RUNNING 5% - 7% (8.3% MXIMUM). "NON-WLKING" RE * LNDING 24" 2" MXIMUM DETECTBLE WRNING BORDER OFFSET MESURED FROM THE ENDS OF THE RDIUS. SEE NOTES ( RDIL DETECTBLE WRNING SHOWN ) "NON-WLKING" RE * LNDING 24" 2" MXIMUM DETECTBLE WRNING BORDER OFFSET MESURED FROM THE ENDS OF THE RDIUS. SEE NOTES ( TNGENT DETECTBLE WRNING SHOWN ) RMP TYPE D (DEPRESSED CORNER) USE ONLY WHEN INDEPENDENT DIRECTIONL RMPS CN NOT BE CONSTRUCTED FOR ECH CROSSING DIRECTION MICHIGN DEPRTMENT OF TRNSPORTTION BUREU OF DEVELOPMENT STNDRD PLN FOR RMP ND DETECTBLE WRNING DETILS F.H.W.. PPROVL PLN DTE 4 OF 7

5 * THE SHLL BE LOCTED SO THT THE EDGE NEREST THE RIL CROSSING IS 6' MINIMUM ND 5' MXIMUM FROM THE CENTERLINE OF THE NEREST RIL. DO NOT PLCE DETECTBLE WRNING ON RILROD CROSSING MTERIL. (TYP.) 24" CROSS FULL WIDTH 6' MIN.* 5' MX.* RILROD CROSSING MTERIL (TYP.) PEDESTRIN GTE (WHERE PROVIDED) 24" CROSS FULL WIDTH DETECTBLE WRNING T RILROD CROSSING NEREST EDGE WITHIN 2" OF SHOULDER 24" CROSS FULL WIDTH SHOULDER DETECTBLE WRNING T FLUSH SHOULDER OR RODWY MICHIGN DEPRTMENT OF TRNSPORTTION BUREU OF DEVELOPMENT STNDRD PLN FOR RMP ND DETECTBLE WRNING DETILS F.H.W.. PPROVL PLN DTE 5 OF 7

6 LEGEND D SURFCE * GRDE BREK DETECTBLE WRNING 5' 5.0% MX. RUNNING BEYOND BOTTOM GRDE BREK. SEE SECTION B-B "NON-WLKING" RE WHERE EITHER END OF THE BOTTOM GRDE BREK IS MORE THN 5' FROM THE BCK OF CURB, THE DETECTBLE WRNING SHLL BE LOCTED T THE BCK OF CURB. (DOME ORIENTTION IS NOT SIGNIFICNT ON RDIUS) RMP LOCTED IN RDIUS (TYPE R SHOWN) (GRDE BREK OFFSET GRETER THN 5') RMP PERPENDICULR TO RDIL CURB (TYPE F SHOWN) USE WITH RDIL CURB WHEN THE CROSSWLK ND ( RMP RE NOT LIGNED ) CROSSWLK MRKING PREFERRED LOCTION OF DRINGE INLET (TYP.) LTERNTE LOCTION OF DRINGE INLET (TYP.) B RMP PERPENDICULR TO TNGENT CURB (TYPE F ND TYPE RF SHOWN) WHERE BOTH ENDS OF THE BOTTOM GRDE BREK RE WITHIN 5' OF THE BCK OF CURB, THE DETECTBLE WRNING SHLL BE LOCTED B ON THE RMP SURFCE T * GRDE BREK (TYP) THE BOTTOM GRDE BREK. 2% (5.0% MX.) BEYOND BOTTOM GRDE BREK RMP LOCTED IN RDIUS (TYPE R SHOWN) (GRDE BREK OFFSET LESS THN 5') PVEMENT CURB RMP OPENING RMP RUN * GRDE BREK RMP 5% - 7% (8.3% MXIMUM) SEE NOTES * GRDE BREKS T THE TOP ND BOTTOM OF CURB RMPS SHLL BE PERPENDICULR TO THE DIRECTION OF TRVEL. *** 5.0% MX. 2% (5.0% MX.) *** TRNSITION DJCENT GUTTER PN CROSS SECTION TO PROVIDE 5.0% MXIMUM COUNTER CROSS THE RMP OPENING. SEE 2 FOR CURB RMP OPENING DETILS. SECTION B-B " EXPNSION JOINT PPROCH RE SHLL END FLUSH WITH BCK OF CURB RMP ND LNDING SLB THICKNESSES SHLL BE S CLLED FOR ON THE PLNS 24" DETECTBLE WRNING, EXTENDING THE WIDTH OF THE RMP. RMP ORIENTTION MICHIGN DEPRTMENT OF TRNSPORTTION BUREU OF DEVELOPMENT STNDRD PLN FOR RMP ND DETECTBLE WRNING DETILS F.H.W.. PPROVL PLN DTE 6 OF 7

7 50% TO 65% OF BSE 0.2".6" - 2.4".6" - 2.4" LIGNED IN DIRECTION OF TRVEL ND PERPENDICULR (OR RDIL) TO GRDE BREK 0.9" TO.4" 0.65" MIN. 24" DOME SECTION 0.65" MIN. DOME SPCING DOME LIGNMENT DETECTBLE WRNING DETILS NOTES: DETILS SPECIFIED ON THIS PLN PPLY TO LL CONSTRUCTION, RECONSTRUCTION, OR LTERTION OF STREETS, CURBS, OR S IN THE PUBLIC RIGHT OF WY. RMPS RE TO BE LOCTED S SPECIFIED ON THE PLNS OR S DIRECTED BY THE ENGINEER. RMPS SHLL BE PROVIDED T LL CORNERS OF N INTERSECTION WHERE THERE IS EXISTING OR PROPOSED ND CURB. RMPS SHLL LSO BE PROVIDED T MRKED ND/OR SIGNLIZED MID-BLOCK CROSSINGS. SURFCE TEXTURE OF THE RMP SHLL BE THT OBTINED BY CORSE BROOMING, TRNSVERSE TO THE RUNNING. SHLL BE RMPED WHERE THE DRIVEWY CURB IS EXTENDED CROSS THE WLK. CRE SHLL BE TKEN TO SSURE UNIFORM GRDE ON THE RMP. WHERE CONDITIONS PERMIT, IT IS DESIRBLE THT THE OF THE RMP BE IN ONLY ONE DIRECTION, PRLLEL TO THE DIRECTION OF TRVEL. FOR NEW RODWY CONSTRUCTION, THE RMP CROSS MY NOT EXCEED 2.0%. FOR LTERTIONS TO EXISTING RODWYS, THE CROSS MY BE TRNSITIONED TO MEET N EXISTING RODWY GRDE. THE CROSS TRNSITION SHLL BE PPLIED UNIFORMLY OVER THE FULL LENGTH OF THE RMP. THE MXIMUM RUNNING OF 8.3% IS RELTIVE TO FLT (0%) REFERENCE. HOWEVER, IT SHLL NOT REQUIRE NY RMP OR SERIES OF RMPS TO EXCEED 5 FEET IN LENGTH NOT INCLUDING LNDINGS OR TRNSITIONS. DRINGE STRUCTURES SHOULD NOT BE PLCED IN LINE WITH RMPS. THE LOCTION OF THE RMP SHOULD TKE PRECEDENCE OVER THE LOCTION OF THE DRINGE STRUCTURE. WHERE EXISTING DRINGE STRUCTURES RE LOCTED IN THE RMP PTH OF TRVEL, USE MNUFCTURER'S D COMPLINT GRTE. OPENINGS SHLL NOT BE GRETER THN ". ELONGTED OPENINGS SHLL BE PLCED SO THT THE LONG DIMENSION IS PERPENDICULR TO THE DOMINNT DIRECTION OF TRVEL. THE TOP OF THE JOINT FILLER FOR LL RMP TYPES SHLL BE FLUSH WITH THE DJCENT CONCRETE. RMP WIDTH SHLL BE INCRESED, IF NECESSRY, TO CCOMMODTE SNOW REMOVL EQUIPMENT NORMLLY USED BY THE MUNICIPLITY. WHEN 5' MINIMUM WIDTHS RE NOT PRCTICBLE, RMP WIDTH MY BE REDUCED TO NOT LESS THN 4' ND LNDINGS TO NOT LESS THN 4' x 4'. CURB RMPS WITH RUNNING 5% DO NOT REQUIRE TOP LNDING. HOWEVER, NY CONTINUOUS OR PEDESTRIN ROUTE CROSSING THROUGH OR INTERSECTING THE CURB RMP MUST INDEPENDENTLY MINTIN CROSS NOT GRETER THN 2% PERPENDICULR TO ITS OWN DIRECTION(S) OF TRVEL. COVERGE IS 24" MINIMUM IN THE DIRECTION OF RMP/PTH TRVEL ND THE FULL WIDTH OF THE RMP/PTH OPENING EXCLUDING CURBED OR FLRED CURB TRNSITION RES. BORDER OFFSET NOT GRETER THN 2" MESURED LONG THE EDGES OF THE DETECTBLE WRNING IS LLOWBLE. FOR RDIL CURB THE OFFSET IS MESURED FROM THE ENDS OF THE RDIUS. CROSSWLK ND STOP LINE MRKINGS, IF USED, SHLL BE SO LOCTED S TO STOP TRFFIC SHORT OF RMP CROSSINGS. SPECIFIC DETILS FOR MRKING PPLICTIONS RE GIVEN IN THE "MICHIGN MNUL ON UNIFORM TRFFIC CONTROL DEVICES". FLRED SIDES WITH OF 0% MXIMUM, MESURED LONG THE RODSIDE CURB LINE, SHLL BE PROVIDED WHERE N UNOBSTRUCTED CIRCULTION PTH LTERLLY CROSSES THE RMP. FLRED SIDES RE NOT REQUIRED WHERE THE RMP IS BORDERED BY LNDSCPING, UNPVED SURFCE OR PERMNENT FIXED OBJECTS. WHERE THEY RE NOT REQUIRED, FLRED SIDES CN BE CONSIDERED IN ORDER TO VOID SHRP CURB RETURNS T RMP OPENINGS. DETECTBLE WRNING PLTES MUST BE INSTLLED USING FBRICTED OR FIELD CUT UNITS CST ND/OR NCHORED IN THE PVEMENT TO RESIST SHIFTING OR HEVING. MICHIGN DEPRTMENT OF TRNSPORTTION BUREU OF DEVELOPMENT STNDRD PLN FOR RMP ND DETECTBLE WRNING DETILS F.H.W.. PPROVL PLN DTE 7 OF 7

UNIFORM STANDARD DRAWINGS CLARK COUNTY AREA, NEVADA YEAR 2016 REVISIONS

UNIFORM STANDARD DRAWINGS CLARK COUNTY AREA, NEVADA YEAR 2016 REVISIONS , NEVD YER 2016 REVISIONS DWG NO. TITLE ND REVISIONS SUMMRY EFFECTIVE DTE 223.1 Residential Driveway without djacent Sidewalk 7/1/2016 New Drawing to allow flexibility in Roadway Design. 234.1 Typical