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ro <br /> :Ei :�i m <br /> N N N N N <br /> O O Ocli <br /> O O w <br /> MAX0 W Z N N Q <br /> 2 /o ANY SIDEWALK (5' STD.) } <br /> DIRECTION 3"R 6" A B ¢¢ O O 0 O <br /> 0, EOP EOP UTILITY STRIP a<3 - <br /> DROP CURB 2' DETECTABLE 0.02 IN 4� = U <br /> 1 Z <br /> 1 �� 5S 5 4' X 4' (srD. 2`-d" CURB NI D E 0.08 MAX. 0.02 (NORM.) O CD <br /> - <br /> LANDING 6 IXITTER SHOMM) 0.04 NORM.) ILLO O cn <br /> cn=Z <br /> 6' I Lu¢aL2 <br /> W H EEL al. 12.1 MAX. RAMP ¢O O <br /> STOP cn ILLO Lu <br /> J <br /> SECTION B-B 0 co <br /> z H <br /> T <br /> Q 72cop R$ ! SIDEWALK 4' �'-' Q v> v> cn cn z <br /> 2 0' 1 8' 2 0' TRANSITION DROP TRANSITION w w w w U) <br /> 4� ELEVATION TURB F W ~ ~ ~ ~ <br /> z Z Z Z <br /> P CURB <br /> TTER � O O O O LL1 <br /> Q U U O O <br /> VARIABLE SLOPES NOT <br /> O } } } } <br /> TO EXCEED 10:1 <br /> Z Z Z Z <br /> SECTION A-A <br /> O O O O <br /> Q U U O O <br /> VAN ISOMETRIC VIEW a <br /> SIDEWALK fx � Q Q Q Q <br /> PAY LIMITS FOR CURB RAMP EXPANSION JOINT 0 Z O O O O <br /> (SEE STD. 848.G1) <br /> (� (� NOTE: A PORTION OF ONE OR BOTH RAMPS LU � � � � <br /> 9.0' 9.O' 9.0' 9.O' MAY EXTEND OUTSIDE THE RETURN. <br /> NOTES: Z H J w w w d <br /> 1. DETECTABLE WARNING DOMES WILL COVER 2'-0" LENGTH AND FULL WIDTH OF THE �--� <br /> 1 OU' RAMP FLOOR AS SHOWN ON THE DETAILS. ('� � � L0 't � N <br /> 2. DETECTABLE WARNING DOMES WILL CONTRAST VISIBILITY WITH ADJOINING SURFACE, EITHER LIGHT-ON-DARK, y a EXPANSION JOINT <br /> OR DARK-ON-LIGHT SEQUENCE COVERING THE ENTIRE RAMP. o SEE NOTE 7 4' x 4' (SEE STO. 848.01) 0 <br /> HANDICAP VAN ACCESSIBLE REGULAR SPACE REGULAR SPACE y _ L""oI"� Z W <br /> W p w N <br /> W=_ <br /> RAMP WIDTH AREA IS VARIABLE H EXPANSION JOINT m O O J O O z w�_ <br /> W/CG W. OUT/CG <br /> (SEE STD. 846.01) Q W w p F w U C7 z m LL z <br /> O O O O O O W . W+.81 X . * SIDEWALK Z (� �O Z U z z W 0.P.}> ¢�U0,Q <br /> = O O O O O O BASE DIAMETER 5 0.0' 5.8' 5.8' 5.O R Q N O w o�v¢Q�co w <br /> B' 0.0' 8.8' B.B' 8.0' = z w o z J <br /> PARKING SPACES-TYPICAL W o 0 0 0 0 0 0.9 R'TO 1.40'R 7' 0.0' 7.8' 7.3' 6.5''"• N Lu W w p T a_w Lu j LU_ ¢ <br /> Z J <br /> OC7 � � LLxa¢w¢ LL ¢ <br /> NTS - TOP DIAMETER OF NO LESS01 81 Cn <br /> o THAN 50% TO NO MORE 5' 2.0' 7.8' 7.8' 5.0' 4' X 4' CLEAR SPACE O Q Z o c¢: ¢o o F LL <br /> oa O O pO O O THAN 655bTER OF THE BASE 5' 2.5' 8.3' 8.1' 4.6' CROSSWALK LIMITS. 0 W o o c z O z x w z O <br /> DIAMETER 5' 3.0' 8.8' 8.3' 4.4' <br /> (SEE NOTE 10) 0 > W ¢ �z¢JwzI—±t6) <br /> 3.5' 8.3' 8.4' 4.1' 2' MIN. CURB Q IL '�' ZgL' 0 g V W Lu D D w O z W <br /> 5' 4.0' 8.6' 3.8' BETWEEN RAMPS O 0 u¢i z w ~ _ <br /> 5' 4.5' 10.3' 8.7' 3.4' Z U)w?o ¢ w <br /> 5' 5.0' 10.8' 8.9' 3.1' W N J J 3:?-< <br /> SEE NOTE 1 ~Z Lu mi 0 <br /> 8 = X-(A+9") SEE NOTES <br /> 1.4 MIN 2.4 B = DISTANCE FROM FRONT EDGE OF SIDEWALK 2, 12 & 14 <br /> P TO BACK POINT OF 12:1 8.33% SLOPE. <br /> ,.•q': o' ;,.q ;.o' •,•p";;?' ;,•T,;;o' • BACK OF SIDEWALK DROP REQUIRED FOR ALL _ <br /> .... . p.....•.. q .... , . .•a•'°•' •q•'°•' •o•'°•' '•v•-°•' SIDEWALK SLOPES. PLAN VIEW <br /> *+ BACK OF SIDEWALK DROP REQUIRED FOR o o <br /> SIDEWALK SLOPES 0.04. <br /> DETECTABLE WARNING DOMES DUAL RAMPS SHEET 1 OF 3 = o Ld <br /> ANY RADII o <br /> (4' MIN. FLOOR WIDTH) <br /> 1848.05 <br /> of co D- c <br /> Li <br /> LU � � LU <br /> Z � Q = Lu <br /> L Q <br /> z � Q � <br /> LU <br /> J ¢ m U) CV <br /> z U U Z V o <br /> 0 co wLu <br /> c� <br /> Qo <br /> a$ a o o <br /> 00 NOT FOR <br /> CAROB <br /> I I I I I I I ~Z w ;���p� Essic • <br /> I III III I 0 J <br /> ocCD <br /> > 4 <br /> ' o <br /> TIDEWALK SIDEWALK - - _ ,,,��/q M R•\���� <br /> 1' SEE NOTE 12 <br /> SEE NOTE 4 SEE NOTE 10 T 4' 0" {T-} CONSTRUCTION <br /> .\ STOP LINE <br /> SIDEWALK SIDEWALK_ - iu v / �'�' C7 <br /> SEE SIDEWALK `SIDEWALK <br /> NOTE 12 a ` - - - - • Q= y <br /> SEE 4'-0" (TYP) '� CDFLLI C.9 <br /> STOP LINE NOTE 3 w SEE NOTE 4 \�\ Z H Z <br /> _ SEE NOTE 10 0 <br /> W , <br /> Q W N <br /> M <br /> - - - - _SIDEWALK - - - - - - \ �\ ` o Z c� t <br /> - - - - - - - - - \ \ gg <br /> Q z Q. <br /> \ Q � <br /> DETAIL SHOWING TYPICAL LOCATION OF CURB RAMPS. \\\`�� Z :3z oo <br /> PEDESTRIAN CROSSWALKS AND STOP LINES FOR TEE INTERSECTIONS Q M M <br /> 00 <br /> DETAIL SHOWING TYPICAL LOCATION OF CURB N U p P4 o U N Q <br /> RAMPS, PEDESTRIAN CROSSWALKS AND STOP LINES O U Z M y <br /> O <br /> Q � 6o � <br /> O ;4 o y <br /> o <br /> a� <br /> ROADWAY <br /> PLAN SYMBOL <br /> CR PROPOSED CURB RAMP W/ LANDING ALLOWABLE LOCATIONS <br /> FOR PROPOSED PROPOSED OR FUTURE SIDEWALK DUAL RAMP RADII... . . .... . .ANY <br /> CURB RAMP <br /> SHEET 2 OF 3 <br /> 848 .05 W <br /> 0 <br /> W <br /> W <br /> W <br /> OQ <br /> 77'-0"RIGHT <br /> OF WAY <br /> 36'-0" O <br /> �I <br /> 6-0" 6'-0" 6'-0" PAVEMENT 6'-0" 6'-0" 6'-0" 5'-0" <br /> 3. (O DITCH SHOULDER SHOULDER DITCH W U <br /> S <br /> 1 <br /> Rqs S/-/OwN) 0.08 0.02 0.02 0.08 3.1 IOEZ PS N V 0 Z J <br /> O Q <br /> 5'SIDEWALK 4 w O W <br /> 1 2 �.�:.r z 0 <br /> r"I p <br /> W � w � W <br /> 10 2"SF9.5A SUPERPAVE ASPHALT MIX(NCDOT SPECIFICATIONS) J Lu <br /> 20 8"AGGREGATE BASE COURSE(NCDOT SPECIFICATIONS) Q = (n <br /> ROADWAY SECTION PROJECT NO. <br /> NTS 22-0214 <br /> DRAWING NAME: <br /> 22-0214_D.dwg <br /> SHEET NO. <br /> D- 1 <br />