Orange County NC Website
Browse       Search
Material from Octob <br /> 77 77 F7 <br /> 0 0 0 0 LLJ <br /> MAX0 W z N ° Q <br /> 2 /o ANY SIDEWALK (5' STD.) 0} <br /> DIRECTION 3"R 6" A B ¢¢ O O O O <br /> 0, EOP EOP UTILITY STRIP Q p 3 - <br /> Q�OY' DROP CURB 2' DETECTABLE 0.02 (MIN.) 4" 2r-==U <br /> x 4' (srD. 2'-S" CURB NI D E 0.08 ((MAX.) 0.02 (NORM.) O - <br /> \ LANDING 6 GUTTER SHOMM) 0.04 NORM.) O O =z <br /> 6' I Lu¢¢u2 <br /> W H EEL al. 12:1RAMP ¢ O <br /> STOP ' X 4' MIN. cn� O J <br /> cc SECTION B-B 0 CO <br /> z H <br /> ?8F <br /> 72 F 6, '> <br /> T <br /> F4 SIDEWALK 4' T P F G O <br /> 1�� ELEVATION URB Lu z z z z <br /> 2 0' ^O� TRANSITION OR <br /> TRANSITION w w w w <br /> L CURB > <br /> 0 0 0 0 w <br /> TTER O O O O � <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. S4B.G LL O O O O <br /> NOTE: A PORTION OF ONE OR BOTH RAMPS LL( w w w w <br /> 9 0� 9.0� 9.0� 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 O� RAMP FLOOR AS SHOWN ON THE DETAILS. ('� LO c N <br /> U 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 j <br /> o SEE NOTE 7 4' x 4' (SEE STD. 84$.01) 0 <br /> HANDICAP VAN ACCESSIBLE REGULAR SPACE REGULAR SPACE = LANDING o Z <br /> wows <br /> _ ww=_ <br /> RAMP WIDTH AREA IS VARIABLE H EXPANSION JOINT �- m O O '0' <br /> _ <br /> W/CG W. OUT/CG <br /> (SEE STD. 846.01) Q W w�p F w U C7 z m LL z <br /> = OO O O O O O W A W+A+9" X B * SIDEWALK z (� �O Z U z z w. z z a LL W a <br /> O O O O O BASE DIAMETER 5 0.0' 5.8' 5.8' 5.0 R Q ro O �o o v¢Q�co co <br /> B' O.0' 6.8' B.B' 8.0' = r w w z <br /> PARKING SPACES-TYPICAL W o 0 0 0 o p 0.9 R'TO 1.40'R 7' 0.0' 7.8' 7.3' 6.5''"• N W n•� W w w } _ ¢ <br /> z Joy <br /> O 2' LL=LL¢w¢ LL ¢ <br /> 8' 0.0' 8.8' 7.3' 6.5'«. V Q a�Wa¢Zv�>�= <br /> NTS - TOP DIAMETER OF NO LESS Cn <br /> o THAN III TO NO MORE 5' 2.0' 7.8' 7.8' 5.0' 4' X 4' CLEAR SPACE � O Q Z �o�c¢.:'0¢o�p F LL <br /> oa O O pO O O THAN 65+6 OF THE BASE 5' 2.5' S.3' 8.V 4.S' CROSSWALK LIMITS. Q W z Oz D v Z p z c0 X x z Lu z <br /> DIAMETER 5' 3.0' 8.8' S.3' 4.4' <br /> (SEE NOTE 10) 0 W Q �za<wz=LL� n� <br /> O O O O O O 5' 3.5' 8.3' 8.4' 4.1' 2' MIN. CURB Q IL '�' Z g U w Lu D D w O z w <br /> 5' 4.0' 9.8' 8.8' 3.8' BETWEEN RAMPS C7 O<z w U�~ _C) <br /> 5' 4.5' 10.3' 0.7' 3.4' Z 5;U)Lu ¢��0 w <br /> 5' 5.0' 10.8' 8.9' 3.1, W �w J Z z c' Pam: -0 <br /> SEE NOTE 1 ~� wJmz <br /> 1.4 MIN 2.4 2, 12 14 <br /> B = DISTANCE FROM FRONT EDGE OF SIDEWALK <br /> P TO BACK POINT OF 12:1 8.33% SLOPE. <br /> ,.•q': o' ;,.q ;.o' •••p";;?' ;,•T,;;o' • BACK OF SIDEWALK DROP REQUIRED FOR ALL <br /> .... . p.....•.. q .... , . .•a•'°•' •q•'°•' •o•'°•' '•v•-°•' SIDEWALK SLOPES. PLAN VIEW <br /> *+ BACK OF SIDEWALK DROP REQUIRED FOR o o <br /> U U U <br /> SIDEWALK SLOPES 0.04. LU <br /> DETECTABLE WARNING DOMES DUAL RAMPS SHEET 1 OF 3 = o o <br /> ANY RADII LLi <br /> (4' MIN. FLOOR WIDTH) <br /> 84R 05 Of <br /> of CO CO <br /> LU LU � wz Q = Lu Q <br /> z � Q � <br /> w <br /> LU J ¢ m U) C'4 <br /> z U - U -j Z V L o <br /> Oco LUi U) � <br /> Q¢$ a o U o <br /> 00 =z NOT FOR <br /> cc to <br /> a ILL. . .�\� CAROB <br /> I I I I I I I ~o w ;���p� Essic • <br /> I III III I 0 J �: <br /> oCCD <br /> > 4 <br /> ' o <br /> SIDEWALK SIDEWALK - - _ ,,,��/q M R•\���� <br /> I SEE NOTE 12 �illlll(�t� <br /> SEE NOTE 4 SEE NOTE 10 T 4' 0" {TYP} CONSTRUCTION <br /> .\ STOP LINE <br /> Lai <br /> SIDEWALK SIDEWALK_ - CO v / �'�' C7 <br /> SEE = = SIDEWALK �� ' `SIDEWALK 0 <br /> NOTE 12 a ` - - - - - LL Q= y <br /> SEE � 4'-0" (TYP) '� O F C.9 <br /> STOP LINE NOTE 3 U BE NOTE 4 \�\ z H Z <br /> _ SEE NOTE 10 0 <br /> �o <br /> Q W N <br /> M <br /> - - - - _SIDEWALK - - - - - - \ �\ z ca <br /> \ Q <br /> DETAIL SHOWING TYPICAL LOCATION OF CURB RAMPS. \\\`�� z :3 z 00 <br /> PEDESTRIAN CROSSWALKS AND STOP LINES FOR TEE INTERSECTIONS Q = M N M <br /> 00 <br /> aJ <br /> DETAIL SHOWING TYPICAL LOCATION OF CURB N � C P4 0 U N r, <br /> RAMPS. PEDESTRIAN CROSSWALKS AND STOP LINES Ok U Z M <br /> Q D_ a) > <br /> IL <br /> O ;4 o y <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 /> 4:1 Z Z O Q <br /> 5'SIDEWALK U O W <br /> 1 2 �...( 0 <br /> W � � � W <br /> 10 2"SF9.5A SUPERPAVE ASPHALT MIX(NCDOT SPECIFICATIONS) � J <br /> 20 8"AGGREGATE BASE COURSE(NCDOT SPECIFICATIONS) J = (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 />