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qAq <br /> ro <br /> : m <br /> CN CN � <br /> 0 0 0 o LLJ <br /> 0 W z N m Q <br /> MAX 2 /o ANY SIDEWALK (5' STD.) 0} � 0 <br /> DIRECTION 3"R 8" A B ¢¢ O O O O <br /> 0, EOP EOP UTILITY STRIP ¢ 3 - <br /> Q�OY' DROP CURB 2' DETECTABLE 0.02 (MIN.) 4" 1Z-I��U <br /> 1 �� 5S 5 4' X 4' (srD. 2`-SU CURB NI D E 0.08 ((MAX.) 0.02 (NORM.) O <br /> LANDING 6 GUTTER SHOWN) 0.04 NORM.) O O =Z <br /> ' I W¢a 2 <br /> 6 WHEEL al. 12.1 MAX. RAMP QO<O <br /> STOP ' X 4' MIN. cn 11--ILL O J <br /> cc SECTION B-B 0 co <br /> ? U) <br /> 8y 6, <br /> z H <br /> T <br /> 2� SIDEWALK 4$ ! ' 4' T P F U..O � � � � Q_ <br /> 1�� ELEVATION URB 0 z z z z <br /> 2 0� 0� TRANSITION DROP TRANSITION w w w w U) <br /> P CURB <br /> TTER O O O O uj <br /> VARIABLE SLOPES NOT } } } } <br /> TO EXCEED 10:1 <br /> Z Z Z Z <br /> SECTION A-A o 0 0 0 <br /> U U U U <br /> VAN0 ISOMETRIC VIEW <br /> SIDEWALK fx <br /> PAY LIMITS FOR CURB RAMP EXPANSION JOINT <br /> (SEE STD. 848.01) LL O O O O <br /> NOTE: A PORTION OF ONE OR BOTH RAMPS LL) w w w w <br /> 9.01 j 9.01 9.01 9.0� MAY EXTEND OUTSIDE THE RETURN. <br /> .7 .7 9 NOTES: Z H w w w w <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. ('� � Lo It � 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. -�j <br /> o SEE NOTE 7 4' x 4' (SEE STO. 848.01) 0 <br /> HANDICAP VAN ACCESSIBLE REGULAR SPACE REGULAR SPACE � LANDING o Z <br /> w 0 w L <br /> _ ww=_ <br /> RAMP WIDTH AREA IS VARIABLE H EXPANSION JOINT m O O J O O 0 w�_ <br /> W/CG W. OUT/CG <br /> (SEE STD. 846.01) Q W w o p F w U 0 z m o z <br /> O O O O O O W A W+A+9" X B * SIDEWALK Z (� �O Z U z z w Co P}> ¢ W Q <br /> = O O O O O O BASE DIAMETER 5 0.0' 5.8' 5.8' 5.0 R Q N O w o�v¢Q�co w w <br /> B' 0.0' 8.8' B.B' 8.0' w w O z J <br /> PARKING SPACES-TYPICAL W o 0 0 0 o p 0.9 R'TO 1.40'R 7' 0.0' 7.8' 7.3' 8.5''"• N V w W w O T a-w Lu}LU_. ¢ <br /> Z J <br /> OC7 � � wxa¢w¢ w ¢ <br /> 8' 0.0' 8.8' 7.3' 6.5'«. c/ Q a�Wa¢Zvw>�= <br /> NTS - TOP DIAMETER OF NO LESS 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 /> om OO O pO O O THAN 655bTER OF THE BASE 5' 2.5' 8.3' 8.1' 4.8' CROSSWALK LIMITS. O W Oz C� ?0, <br /> z x w z O <br /> DIAMETER 5' 3.0' 8.8' 8.3' 4.4' <br /> (SEE NOTE 10) 0 > W ¢ 0z¢JWz=w��_ <br /> O O O O O O 5' 3.5' 9.3' 8.4' 4.1' 2' MIN. CURB Q IL '�' Z 0 g V U)Lu��w O z w 2 <br /> 5' 4.0' 9.8' 8.8' 3.8' BETWEEN RAMPS O 0 u¢i z w V)0�~ _C) <br /> 5' 4.5' 10.3' 8.7' 3.4' � � Z >U)wzo0¢���W <br /> 5' 5.0' 10.8' 8.9' 3.1 W <w o 3 z¢�O a�0 w <br /> SEE NOTE 1 �z wJF=mz <br /> B = X-(A+9") SEE NOTES <br /> 1.4 MIN 2.4 2, 12 14 <br /> B = DISTANCE FROM FRONT EDGE OF SIDEWALK <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 /> U U U O <br /> SIDEWALK SLOPES 0.04. LU DUAL RAMPS = o o DETECTABLE WARNING DOMES LLi <br /> SHEET 1 OF 3 <br /> ANY RADII <br /> (4' MIN. FLOOR WIDTH) � <br /> 848.05 <br /> of c W <br /> Li w � LU � LU <br /> Z o- Q = LuQ <br /> z � Q <br /> w <br /> LU 5 <br /> F- J ¢ m U) CV <br /> z U U Z V o <br /> O co LULu <br /> C�l <br /> Qa$ a o o <br /> H o U <br /> LL oo�=z NOT FOR <br /> CAROB <br /> I I I I I I I ~o w ;���p� Essic • <br /> I III III I 0 J <br /> Q C/33 <br /> 4 <br /> �> <br /> ' o <br /> SIDEWALK SIDEWALK - - _ ,,,��/q M R•\���� <br /> I' SEE NOTE 12 <br /> SEE NOTE 4 SEE NOTE 10 T 4' 0" {T-} CONSTRUCTION <br /> .\ STOP LINE <br /> ,SIDEWALK SIDEWALK_ - iuv / �'�' C7 <br /> SEE SIDEWALK SIDEWALK <br /> NOTE 12 a ` - - - - • O� Q= y <br /> SEE � 4'-0" (TYP) '/ CDLLIF C.9 <br /> STOP LINE NOTE 3 w SEE NOTE 4 \�\ Z H Z <br /> _ SEE NOTE 10 0 <br /> �o <br /> Q W N <br /> M <br /> - - - - _SIDEWALK - - - - - - \ �\ ` o Z c� t <br /> - - - - - - - - - \ <br /> Q z -4 <br /> \ Q � <br /> DETAIL SHOWING TYPICAL LOCATION OF CURB RAMPS. \\\`�� Z :3 z oo <br /> PEDESTRIAN CROSSWALKS AND STOP LINES FOR TEE INTERSECTIONS Q = M N M <br /> 00 <br /> DETAIL SHOWING TYPICAL LOCATION OF CURB N U) p pi o U cm" <br /> A <br /> RAMPS, PEDESTRIAN CROSSWALKS AND STOP LINES O U Z y <br /> Q D_ a� <br /> 0 <br /> qj <br /> O ;4 o <br /> W A u <br /> o <br /> ROADWAY <br /> PLAN SYMBOL <br /> 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 (.� Q Z J <br /> 00 Q <br /> 5'SIDEWALK U O W <br /> 1 2 �.�:.r 0 <br /> r"I z p <br /> W � W � W <br /> 10 2"SF9.5A SUPERPAVE ASPHALT MIX(NCDOT SPECIFICATIONS) J <br /> 20 8"AGGREGATE BASE COURSE(NCDOT SPECIFICATIONS) Q = (n <br /> ROADWAY SECTION or PROJECT NO. <br /> NTS 22-0214 <br /> DRAWING NAME: <br /> 22-0214_D.dwg <br /> SHEET NO. <br /> D- 1 <br />