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Material Submitted Into Evidence During 10-18-2023 Evidentiary Hearin <br /> } <br /> m <br /> N N N N N <br /> O O O O O w <br /> MAX0 W Z co N N Q <br /> 2 /o ANY SIDEWALK (5' STD.) } <br /> DIRECTION 3"R 8" A B ¢¢ O O O O <br /> Q,ram' OP EOP UTILITY STRIP ¢ 3 <br /> DROP CURB 2' DETECTABLE 0.02 MIN.) 4" � U <br /> 1 Z <br /> 1 5' 5S 5 4' X 4' (STD. 2`-d" CURB NI DOMES 0.08 MAX. 0.02 (NORM.) O - <br /> LANDING 6 GUTTER SHOMM) 0.04 NORM.) O O =Z <br /> 6' I W¢¢L2 <br /> W H EEL al. 12:1 MAX. RAMP <br /> STOP ' X 4' MIN. CO II--LL.O J <br /> cc SECTION B-B o�c'-'nor <br /> z H <br /> a,�BFF I„ •� � <br /> T <br /> 72 p R$ SIDEWALK 4' CL'-' Q v> v> Cn n z <br /> 20' 18' 20' TRANSITION DROP TRANSITION w w w w U) <br /> 4� ELEVATION TURB F W ~ ~ ~ ~ <br /> z Z Z Z <br /> P CURB <br /> TTER Cn O O O O LL1 <br /> VARIABLE SLOPES NOT Q U U U U <br /> O } } } } <br /> TO EXCEED 10:1 p� <br /> Z Z Z Z <br /> SECTION A-A <br /> O O O O <br /> Q U U U U <br /> VAN ()� <br /> LLj <br /> ISOMETRIC VIEW Z- Z- Z- <br /> SIDEWALK fx O Q Q Q11� 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 LJJ ch� ch� � 0� <br /> 9.0. 9.0' 9.0' 9.0' MAY EXTEND OUTSIDE THE RETURN. <br /> .7 .7 9 NOTES: Z F- <br /> J 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. ('� It C LE 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. EJ <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 /> _ WOWS <br /> W W=_ <br /> RAMP WIDTH AREA IS VARIABLE H EXPANSION JOINT m O O O O _ <br /> W/CG W. OUT/CG <br /> (SEE STD. 845.017 Q W wo p F w U 77-7-J1C7 z m LL z <br /> O O O O O O W A W+A+9" X B * SIDEWALK z (� �O Z U z z W'0 1-}> ¢ W Q <br /> = O O O O O O BASE DIAMETER 5 0.0' 5.8' 5.8' 5.0 R Q N � > O �o W v¢Q-uw�0 <br /> B' 0.0' 8.8' B.B' 8.0' = w w o z <br /> PARKING SPACES-TYPICAL W o 0 0 0 o p 0.9 R TD 1.40'R 7' 0.0' 7.S' 7.3' 8.5''"• N LU W w O w w w } _ ¢ <br /> z Joy <br /> OC7 � � Wxa¢w¢ W ¢ <br /> 81 <br /> NTS - TOP DIAMETER OF NO LESS01 81 Cn Lwu <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' 4.8' CROSSWALK LIMITS. I <br /> O � � oc� ?pz� WzODIAMETER 5' 3.0' 8.8' 0 0' 4.4' (SEE NOTE 10) W ¢ oz¢�wz=W� 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 W��w O z WE <br /> 5' 4.0' 9.8' 8.8' 3.8' BETWEEN RAMPS O<z W W U�~ _0 <br /> 5' 4.5' 10.3' 0.7' 3.4' Z U)W?o p¢ w <br /> 5' 5.0' 10.8' 8.9' 3.1' W LJ JZQ�Oa�0� <br /> SEE NOTE 1 ~Z) W�F�> <br /> B = 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 o Ld <br /> ANY RADII <br /> (4' MIN. FLOOR WIDTH) <br /> 848.05 <br /> of CO CO <br /> LU LU � LU <br /> Zo- Q L Q= <br /> z � Q � <br /> w <br /> J ¢ m U) CV <br /> z U U -j Z V o <br /> co i�: 3 t U <br /> oo�=z NOT FOR <br /> cc I I I I I I I ~Z w Essic • <br /> I III III I 0 J <br /> CD <br /> > 4 <br /> ' LU <br /> SIDEWALK SIDEWALKR•\���� <br /> SEE NOTE 12 //JillIjj\\ <br /> SEE NOTE 4 SEE NOTE 10 T 4' 0" {TYP} CONSTRUCTION <br /> .\ STOP LINE <br /> DEWALK SIDEWALK_ - iu v / �'�' C7 <br /> SI <br /> SEE -i 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 5EE NOTE 4 \�\ Z H Z <br /> _ SEE NOTE 10 0 <br /> W , <br /> Q W N <br /> M <br /> - - - - _SIDEWALK Z c� <br /> QLai <br /> z Q. <br /> \ Q � <br /> DETAIL SHOWING TYPICAL LOCATION OF CURB RAMPS. \\\`�� Z :32c 00 <br /> PEDESTRIAN CROSSWALKS AND STOP LINES FOR TEE INTERSECTIONS Q M M <br /> 00 <br /> DETAIL SHOWING TYPICAL LOCATION OF CURB N � p P4 0 U N Q <br /> RAMPS, PEDESTRIAN CROSSWALKS AND STOP LINES O U Z M y <br /> EL <br /> O ' <br /> Q IL o <br /> pq <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 Nl �"I W U <br /> S <br /> 1 <br /> Rqs S/-/Ow�) 0.08 0.02 0.02 0.08 3.1 IOEZ PS N V Q Z J <br /> o (D Q <br /> 5'SIDEWALK 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 />