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353 <br /> N N N <br /> 0 0 0 0 LLI <br /> 0 W Z 't <br /> MAX 2 ANY ° Q <br /> /o SIDEWALK (5' STD.) 0} IN,N <br /> DIRECTION 3"R 8" A B ¢a O O O O <br /> 0, EOP EOP UTILITY STRIP a<3 - <br /> Q�OY' DROP CURB 2' DETECTABLE 0.02 (MIN.) 4" 2r-==U <br /> 1 �� 5S 5 4' X 4' (srD. 2'-d" CURB NI D E 0.08 ((MAX.) 0.02 (NORM.) O <br /> LANDING 6 GUTTER SHOWN) 0.04 NORM.) O <br /> I W a a l <br /> 6' WHEEL al. 121 MAX. RAMP ¢O O <br /> STOP ' X =4' Cn 11--LL O Lu <br /> J <br /> SECTION B-B 0 co <br /> z H <br /> ? 72 8FF 6, •> <br /> T�F4' ! ' SIDEWALK 5. 4' T P F �O � � � � �_ <br /> 1�� ELEVATION URB Lu z z z z <br /> 2 O' 2 O, TRANSITION DROP TRANSITION G w w w w <br /> P CURB :5 :5 i> <br /> o o o 0 TTER O O O O w� <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 /> VAN ISOMETRIC VIEW Z_ Z_ Z_ <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) ch� ch� ch� 11� <br /> 9.01 9.0� 9.01 9.0� MAY EXTEND OUTSIDE THE RETURN. <br /> 9 .7 9 NOTES: z H 0- 0- 0- <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. 3 C� I` CD Lf� It M 04 <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. Lu <br /> o SEE NOTE 7 4' x 4' (SEE STO. 848.01) 0 <br /> HANDICAP VAN ACCESSIBLE REGULAR SPACE REGULAR SPACE L LANDING o Z <br /> w0wW <br /> _ ww=_ <br /> RAMP WIDTH AREA IS VARIABLE H EXPANSION JOINT in 1= m O O<O O zo w�_ <br /> W/CG W. OUT/CG <br /> (SEE STD. 846.01) a W w p F w U O Z m LL z <br /> O O O O O O W A W+A+9" X B • SIDEWALK z 0 O Z U z z w L T}>�ww o w a <br /> = O O O O O O BASE DIAMETER 5 0.0' 5.8' 5.8' 5.0 • a (V O �o p U Q¢F uw�v�w <br /> 8' 0.0' 8.8' 6.8' 8.0' = r w w O z <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 W n.� W w p w } _ ¢ <br /> z Joy <br /> O 2' LL=LL¢w¢ LL ¢ <br /> 8' 0.0' 8.8' 7.3' 6.5'•• V Q awWa¢Zvw>L= <br /> NTS - TOP DIAMETER OF NO LESS Cn <br /> o THAN III TO NO MORE 5' 2.0' 7.8' 7.8' 5.0' 4' X 4' CLEAR SPACE � � Q Z a o�<O¢0 O o F LL <br /> oa O O pO O O THAN TER 655bOF THE BASE 5' 2.5' 8.3' 8.1' 4.8' CROSSWALK LIMITS. a W z v z p X w Z z <br /> DIAMETER 5' S.0' 8.8' 8.3' 4.4' <br /> (SEE NOTE 10) 0 W ¢ OzQ wz=LLJ(nO <br /> O O O O O O 5' 3.5' 8.3' 8.4' 4.1' 2' MIN. CURB a IL '�' Z 0 g V w �D w O z w <br /> 5' 4.0' 9.8' 8.8' 3.8' BETWEEN RAMPS O CA Z z Z N P~O 0 <br /> 5' 4.5' 10.3' 8.T 3.4' / ¢WU_o0¢2FOw <br /> 5' 5.0' 10.8' 8.9' 3.1' J z¢(n O a 0 <br /> SEE NOTE 1 �z wJz <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 :5 � <br /> *• BACK OF SIDEWALK DROP REQUIRED FOR o o <br /> U U U O <br /> SIDEWALK SLOPES 0.04. LU <br /> DETECTABLE WARNING DOMES DUAL RAMPS SHEET 1 OF 3 = o o <br /> ANY RADII LLi <br /> (4' MIN. FLOOR WIDTH) <br /> 848.05 <br /> of co Of c <br /> Li LU � LU <br /> Z Q = Lu <br /> L Q <br /> z Q � <br /> w <br /> LU J ¢ m U) C'4 <br /> z U U z V o <br /> O co LULu <br /> C�' <br /> aa$ a � OL o o <br /> LL oo�=z NOT FOR <br /> cc IIII IIII CARO <br /> <�~ow =0� <br /> IIII IIII J ; <br /> Q C/3 <br /> 111 Ill z > <br /> o = 4 <br /> a <br /> \ o 'A, <br /> IIII IIII - - '� - - - - - - � �''�IN�•-'w`�� <br /> SIDEWALK I SIDEWALK 'i �/A MR; <br /> 1' - - - %,,, ����� <br /> SEE NOTE 12 �illlll(�� <br /> SEE NOTE 4 SEE NOTE 10 T 4'-0" (TYP) CONSTRUCTION <br /> .\ STOP LINE <br /> SIDEWALK SIDEWALK_ - - - iu v / �'�' - C7 <br /> SEE SIDEWALK �� ' `SIDEWALK <br /> NOTE 12 a ` - - - - • O� Q= y <br /> SEE 4'-0" (TYP) 0 LLIF C.9 <br /> STOP LINE NOTE 3 cc SEE NOTE 4 \�\ z H z <br /> _ SEE NOTE 10 \ \�\ I 0 <br /> �o <br /> a W N <br /> M <br /> - - - - _SIDEWALK - - - - - - \ �\ ` o Z c� t <br /> - - - - - - - - - \ <br /> \ Q � <br /> DETAIL SHOWING TYPICAL LOCATION OF CURB RAMPS. \\\`�� z :3z 00 <br /> PEDESTRIAN CROSSWALKS AND STOP LINES FOR TEE INTERSECTIONS a = M N M <br /> 00 <br /> aJ <br /> DETAIL SHOWING TYPICAL LOCATION OF CURB N c C a o U N r, <br /> RAMPS. PEDESTRIAN CROSSWALKS AND STOP LINES Ok U Z M <br /> a D_ a0 > <br /> IL <br /> O ;4 o y <br /> � M � <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 /> CQ <br /> 77'-0"RIGHT �j <br /> OF WAY F-+ <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 Nl �"I W U <br /> S <br /> 1 <br /> Rqs S/-/Ow�) Z 0.08 0.02 0.02 0.08 3.1 IOEZ PS N (.� Q J <br /> O (� Q <br /> 5'SIDEWALK U 0 I_LI <br /> 1 2 �.�:.r 0 <br /> r"I Z p <br /> W � Lu � 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 PROJECT NO. <br /> NTS 22-0214 <br /> DRAWING NAME: <br /> 22-0214_D.dwg <br /> SHEET NO. <br /> D- 1 <br />