SW3240503_Plansheet - Misc. Detail_20240612

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Y�pP Fp Py p\ DROP CURB 2'DETECTABLE 0.02 (MIN.) 4" H V - - - - _ - - - - - - - - - - - - - - - IZ-I!r V RIGHT I
4' x 4' (STD. ER S CURB WARNING DOMES 0.04 (MAX.) 0.02 (NORM.) O O EDGE F TRAVEL LANE
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x a' MIN. _ ~O w SLOPE TO ELEVATION OF F- ~p LU '
o H J CURB AND GUTTER OR AS TRANSITION J
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SECTION B-B OOcncr PAY DIRECTED BY ENGINEER oc) U) __- _H APRON SLOPES UP Z ,�
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LIMITS
H- IN RADII n. RADII SEE RADII
2 T H PAY LIMITS �j
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��FS SIDEWALK 5' MIN. 4' 5' MIN. TOP OF T 0- r`,i r ca;( ^";,^ PLANS) (A$ SHOWN r D-0
4� ELEVATION CURB MIN. CURB CURB w A ,t'`,' '`+' r"�'�` y>,`,, IN RADII �+ / \ ON PLANS) T 0 TRANSITION DURB TRANSITION r -a:;`� ;;,�;'\;:� 2'-D �`,'`�`�`� `�°` \`; C 2r-0rr
P ? +r rr) - - - - - - - r)�"r)`, , :,<> - 1- - - - - - - - - - - - - - - - - -
^' ;` `%� �;'"^•;r GUTTER J/ p'-Or' FACE OF CURB
VARIABLE SLOPES NOT r ;)ti„ ry 4r Orr ;�'r,r);y^`�a y 'rr -_ `
TO EXCEED 10:1
SECTION A-A L_c
ISOMETRIC VIEW L-►A ROADWAY -CIEITERI, NE � �
SIDEWALK DRIVEWAY WITH EXPRESSWAY GUTTER TRANSITION DRIVEWAY WITH 2'-6" CURB AND GUTTER ;.�`n�,�N cc
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PAY LIMITS FOR CURB RAMP EXPANSION JOINT O � T'Y"47 FY7�� Q� ••••••••••••••
LL ac PLAN VIEW OF TYPICAL CURB AND GUTTER OCCURENCES LL � i
(SEE STD. 846.01) W ♦ �-9 �
NOTE: A PORTION OF ONE OR BOTH RAMPS w FAC+T Of
MAY EXTEND OUTSIDE THE RETURN. ''44ii''1S�-II '4� lAT
NOTES: z I- z � II-_ F = • LICENSE NO. • =_
1. DETECTABLE WARNING DOMES WILL COVER 2'-0" LENGTH AND FULL WIDTH OF THE � _ " n=. r CURB &+ k = F-1407
RAMP FLOOR AS SHOWN ON THE DETAILS. 0
2. DETECTABLE WARNING DOMES WILL CONTRAST VISIBILITY WITH ADJOINING SURFACE, EITHER LIGHT-oN-DARK, w EXPANSION JOINT
OR DARK-ON-LIGHT SEQUENCE COVERING THE ENTIRE RAMP. 0 (SEE STD. 848.01) Q CL
zay SEE NOTE 1 2 4' x a' _ _ - _
N LANDING 0 Q 2 O 2 G" 6r 2r On m r a �''�A • ••• �J``♦
RAMP WIDTH AREA IS VARIABLE - \\ Q Z 15rr Oro rr r � Q �, , 30 ad - 2 2. '•�••• ••• •• `
(SEE STD. 846N01) Q = r 12'L 12rI .0' 12 LIB _ �IC6 L 'I 0 •� �• ```
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N i S S+
�� Q m mwr Mir I O MATCH TRAVEL Il i} /� ImI1111 ��
W A w+A+9" x B � p m VARIABLE - 10 SUGGESTED VARIABLE - 10' SUGGESTED 7rr Err err 7' p 0 m
O O O O O O BASE DIAMETER 6' 0.0' 6.8' 6.8' 6.0'** SIDEWALK Q = („� - - - - - - - - - - - - - -no A � - - - - - - - - - - SECTION GUTA-A SECTION GUTB-B SECTION C-C Q W = e
0.9"R To 1.40'R H O EXPRESSWAY GUTTER TRANSITION GUTTER 2r-6" CURB & GUTTER H p+
w O O O O O O 7' 0.0' 7.8' 7.3' 6.5'** 7-
THANW 07 W 4��O''yMCRET'F PAD
8' 0.0' 8.8, 7.3' 6.5'** - FOR
�•.
TOP DIAMETER OF NO LESS Cn VR L
o O O O O O THAN 50% TO NO MORE 5' 2.0' 7.8' 7.8' 5.0' 4' X 4' CLEAR SPACE -_ - _
O O O O O 65%s OF THE BASE 5' 2.5' 8.3' 8.1' 4.8' MUST FALL WITHIN N Q JOINT SEALER JOINT SEALER Q
i� CROSSWALK LIMITS. V z ��
1 SURFACE OF SURFACE OF coo DIAMETER 5' 3.0' 8.8' 8.3' 4.4' (SEE NOTE 10) 0 c - /g" RAD 1/g" RAD p Z Q 5..�1� �•� . . ..
5' 3.5' 9.3' 8.4' 4.1'
O O O O O O 2' MIN. CURB Q d GUTTER GUTTER /�'
5' a.o' s.a' s.s' 3.s' VARIABLE Q ♦`0� ••� ..5... •.�•/i'��
5' 4.5 10.3 8.7 3.4' BETWEEN RAMPS EDGE OF PAVEMENT n • - •1 - 10' TO 12" •�• •o V ��FE SIQ�.
v
5' S.o' o.e' s.s' 3.1 - B 1/2'=I JOINT FILLER - - - - �•Q� 9�•� i
EXPANSION JOINT CONTRACTION JOINT TURNOUT �J ®C SEAL
SEE NOTE 1 A tom' NOT NEQUIRED IF ALL TKE FOLL 'IN _
B - X (A+g") SEE NOTES � �
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- - - DI `iMeT025775
B = DISTANCEFROM FRONTEDGE OF SIDEWALK 2, 12 & 14 PLAN VIEW OF TRANSITION CCIN��y�� ��� CONI�1VO1'1S }ilti �41. �TO BACK POINT OF 12:1 (8.33%) SLOPE. EXPRESSWAY GUTTER TO 2'-6" CURB AND GUTTER NOINETHE TRANSITION FROM 4'-0" CONCRETE EXPRESSWAY GUTTER TO 2'-6' CONCRETE 4R i •. 'BACK OF SIDEWALK DROP REQUIRED FOR ALL x p�.y�,yy��pp {y +SIDEWALK SLOPES. CURB AND GUTTER, PLACE %2" EXPANSION JOINTS AT 25' INTERVALS. ADA �M•SrFYif LOC. �'Foll C� i� �y •OF ��•� ��
BACK OF SIDEWALK DROP REQUIRED FOR PLAN VIEW -PLACE GROOVE JOINTS 1" DEEP AT 12'-6" INTERVALS BETWEEN EXPANSION JOINTS. +'Tr �� r ��j�9^^''•NG�N�.•••\�``��
SIDEWALK SLOPES 0.04. DUAL RAMPS -FILL AND SEAL THE TOP 1/2" OF THE EXPANSION JOINTS AND 1" OF CONTRACTION CALF �DTH
DETECTABLE WARNING DOMES (a' MINNYFRADIILOOR WIDTH) SHEET 1 OF 3 JOINTS WITH APPROVED JOINT SEALING COMPOUND. SHEET 3 OF 3 l�i+r oY�i 1 i �i E. S1M
848.05 846.01 C� LOCATION WITH SIDEWALK � O P Iti 1�'I
z z
NOTES: o SURFACE o L p > a
1 . CONSTRUCT THE RAMP SURFACE TO BE STABLE, FIRM, AND SLIP RESISTANT. CONSTRUCT THE CURB RAMP TYPE AS SHOWN IN THE PAVEMENT MARKING ~Q 6 2 O " RAD. 9rr 9rr 3/" RA 2" RAD. PAVEMENT 1/8" RAD. S Q Q �' m U)
PLANS OR AS DIRECTED BY THE ENGINEER. QF� " iL�p#I T cElu
z =v %2 RAD. 1 rr 1/4 RAD. SURFACE z =
H C.7 M _ / RAD. H�O�
2. LOCATE CURB RAMPS AND PLACE PEDESTRIAN CROSSWALK MARKINGS AS SHOWN IN THE PAVEMENT MARKING PLANS. WHEN FIELD ADJUSTMENTS REQUIRE LL J a H Z 3" RAD. LL J O H '
MOVING CURB RAMPS OR MARKINGS AS SHOWN, CONTACT THE SIGNING AND DELINEATION UNIT OR LOCATE AS DIRECTED BY THE ENGINEER. O c)co= 1/g" RAD. N p O C)co_1_
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3. COORDINATE THE CURB RAMP AND THE PEDESTRIAN CROSSWALK MARKINGS SO A 4'X4' CLEAR SPACE AT THE BASE OF THE CURB RAMP WILL FALL U O O �'.° °.'o O= H U O
WITHIN THE PEDESTRIAN CROSSWALK LINES. Q H - Q..• .' o c co o: • 1 _ pp H
U) �O J p. v O v T o. p. N T :o: N T " RAD. cn��O_j
4. SET BACK DISTANCE FROM INSIDE CROSSWALK MARKING TO NEAREST EDGE OF TRAVEL LANE IS 4' MINIMUM. O Ij Q13/4" RAD. ir_6rr °•'o ° O O�Q -
z Hm �� 2'-6 z Hm
5. REFER TO THE PAVEMENT MARKING PLANS FOR STOP BAR LOCATIONS AT SIGNALIZED INTERSECTIONS. IF A PAVEMENT MARKING PLAN IS NOT a 2'-6" CURB AND GUTTER 1' " CURB AND GUTT $ 9 r Q I
PROVIDED, CONTACT THE SIGNAL DESIGN SECTION FOR THE STOP BAR LOCATIONS OR LOCATE AS DIRECTED BY THE ENGINEER. o
r o 8" X 12" OR 18" /lx 12" OR 18" T p k U �- v,
6. TERMINATE PARKING A MINIMUM OF 20' BACK OF A PEDESTRIAN CROSSWALK. CONCRETE CURB CONCRETE CURB z
4'-0" PROPOSED 0
7. CONSTRUCT CURB RAMPS A MINIMUM OF 4' WIDE. _0" 2r-O" EDGE OF w
PAVEMENT _ 2" RAD. 2'-0" w
8. CONSTRUCT THE RUNNING SLOPE OF THE RAMP 8.33% MAXIMUM. p.Q 4:1 8" 2'-4" MIN. 1/g" RADIUS / ' it) 1' Orr 1' O" JT w
9. ALLOWABLE CROSS SLOPE ON SIDEWALKS AND CURB RAMPS WILL BE 2% MAXIMUM. 12rr ° = - z
�•cc: .o•• p. .o;• o o •Q..: p .0 '•p �7rr .' 44° :o:: ::::.:, o.:.: ::Q
10. CONSTRUCT THE SIDE FLARE SLOPE A MAXIMUM OF 10% MEASURED ALONG THE CURB LINE. cc
6 �- 7 Q.%:o::o .. rrLL Lu cn
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11 . CONSTRUCT THE COUNTER SLOPE OF THE GUTTER OR STREET AT THE BASE OF THE CURB RAMP A MAXIMUM OF 5% AND MAINTAIN A 0 8 C7 W m
SMOOTH TRANSITION. z EXPRESSWAY GUTTER SHOULDER BERM GUTTER � � o
� N 8 X 6 CURB VALLEY GUTTER Q =) H w
12. CONSTRUCT LANDINGS FOR SIDEWALK A MINIMUM OF 4'x4 WITH A MAXIMUM SLOPE OF 2% IN ANY DIRECTION. CONSTRUCT LANDINGS FOR Q
MEDIAN ISLANDS A MINIMUM OF 5'x5' WITH A MAXIMUM SLOPE OF 2% IN ANY DIRECTION. CL �
13. TO USE A MEDIAN ISLAND AS A PEDESTRIAN REFUGE AREA, MEDIAN ISLANDS WILL BE A MINIMUM OF 6 WIDE. CONSTRUCT MEDIAN ISLANDS
Q U) SECTION VIEW OF CURBS OR CURBS AND GUTTERS o m 4
TO PROVIDE PASSAGE OVER OR THROUGHT THE ISLAND. Q w 3 Cc:
n Si '� FIFOR rQu Q
O FILL /8" x 1" DEEP < V m
m z GENERAL NOTES:
14. SMALL CHANNELIZATION ISLANDS THAT CAN NOT PROVIDE A 5'X5' LANDING AT THE TOP OF A RAMPS, WILL BE CUT THROUGH LEVEL WITH z GROOVED OR SAWN z w
d: -PLACE CONTRACTION JOINTS AT 10 INTERVALS, EXCEPT THAT m
THE SURFACE STREET. Q JOINT WITH JOINT Q W m C6U LO T[C14 H SIID '�•LX Z m
ZD A 15 SPACING MAY BE USED WHEN A MACHINE IS USED OR WHEN V
15. CURB RAMPS WITH RETURNED CURBS MAY BE USED ONLY WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS THE RAMP. THE ADJACENT SURFACE SATISFACTORY SUPPORT FOR THE FACE FORM CAN BE OBTAINED SEALER 1 r JOINT SEALER W >
IS PLANTING OR OTHER NON-WALKING SURFACE OR THE SIDE APPROACH IS SUBSTANTIALLY OBSTRUCTED. >_ WITHOUT THE USE OF TEMPLATES AT 10 INTERVALS. /$ RAD. GUTTER } D: C Lu
� -JOINT SPACING MAY BE ALTERED IF REQUIRED BY THE ENGINEER. 1/g RAD. PAVEMENT SURFACE Q V Z
16. PLACE A %2" EXPANSION JOINT WHERE THE CONCRETE CURB RAMP JOINS THE CURB AS SHOWN IN ROADWAY STANDARD DRAWING 848.01 0 -CONTRACTION JOINTS MAY BE INSTALLED WITH THE USE OF �'. SURFACE Q
p TEMPLATES OR FORMED BY OTHER APPROVED METHODS. o•' o•' :a:• o :a = O V w N
FIGURE
17. PLACE ALL PEDESTRIAN PUSH BUTTON ACTUATORS AND CROSSING SIGNALS AS SHOWN IN THE PLANS OR AS SHOWN IN THE MUTCD. CONSTRUCT NON-TEMPLATE FORMED JOINTS A MIN. OF 1 1/2" DEEP. '.. o o a Q CD
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0 0
0
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-FILL ALL CONSTRUCTION JOINTS, EXCEPT IN 8 x6 MEDIAN CURB, •o• . .:', o. • o ..:: ••o, o .•:: ••o �
18. CURB RAMPS THROUGH MEDIAN ISLANDS, SINGLE RAMPS AT DUAL CROSSWALKS OR LIMITED R/W SITUATIONS, WILL BE HANDLED BY SPECIAL DETAILS. WITH JOINT FILLER AND SEALER. PROPOSED o BU PLACEMENT FOR C & SECTION ION RESIDENTIAL LOCAL AND COLLECTOR
CURB & GUTTER PROP. „
CONTACT THE CONTRACT STANDARDS AND DEVELOPMENT UNIT FOR THE DETAILS OR FOR A SPECIAL DESIGN. -SPACE EXPANSION JOINTS AT 90 INTERVALS AND ADJACENT TO PAVEMENT 1-2 JOINT FILLER SUBDIVISION
ALL RIGID OBJECTS. JOINT z
LONGITUDINAL JOINT TRANSVERSE EXPANSION JOINT
IN CURB AND GUTTER
U
SHEET 3 OF 3 SECTION VIEW OF JOINTS SHEET 1 OF 3 Z
848.05 846.01
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z
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Q<� z
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00 C_
wQQLL= W
H-U m 0 CD 50.00'PRIVATE RIW A/ W
I I II II I I ,< w LL a
c H O J 2.50' 2.50'
G I I I I I I I I o w F-i STANDARD STANDARD U
O Q 0.50' 0.50'
99 9 III III ap z� 6.00' CURB& CURB& 6.00' J W
yo r a 5.00' GUTTER GUTTER 5.00,
w o PLANTING STRIP PLANTING STRIP J
CONC. CONC. � J
I I I II r O cn
SIDEWALK 11.00' 11.00' SIDEWALK Lu
SIDEWALK SIDEWALK
SEE NOTE 12
I II III 1
SEE NOTE 4 SEE NOTE 10 Y 4'-0" (TYP) W
STOP LINE w -
SIDEWALK SIDEWALK Q
z' SEE NOTE 12 ¢ SIDEWALK �, SIDEWALK CC 0
SEE z GO 4'-0" (TYP) \ w LL
W
NOTE-5 o SEE NOTE 4 �� H j 114"IFT NCDOT
STOP LINE co c�i SEE NOTE 10 STANDARD(TYP.) ^ Q
- - - - - SIDEWALK - \\\ \\ I\1 � ♦1 0
\ O m cr
= O
cr co
DETAIL SHOWING TYPICAL LOCATION OF CURB RAMPS. \ �\ 70.00'PRIVATE RIW
PEDESTRIAN CROSSWALKS AND STOP LINES FOR TEE INTERSECTIONS Q U
F-
= O
DETAIL SHOWING TYPICAL LOCATION OF CURB LLJ
RAMPS, PEDESTRIAN CROSSWALKS AND STOP LINES p 2.50' 2.50'
Q 0.50' STANDARD 0.67' 0.67' STANDARD 0.50' N
B O MEDIAN CURB MEDIAN CURB W
a o m CURB&GUTTER CURB&GUTTER
QO 5.00' 10.66' 5.00'
cc CONC. T► 7.00' 14.00' LANDSCAPED 14.00' 7.00'�{� CONC. _
SIDEWALK MEDIAN SIDEWALK Q
op
U W
ROADWAY
w PLAN SYMBOL N
CR
PROPOSED CURB RAMP W/ LANDING ALLOWABLE LOCATIONS
------------------
�' FOR PROPOSED PROPOSED OR FUTURE SIDEWALK DUAL RAMP RADII...........ANY
PROJECT INFORMATION
a CURB RAMP
m
SHEET 2 OF 3
848.O5 PROJECT MANAGER: JWF
3 DESIGNED BY: JWF
Y
ROAD CROSS SECTION DETAILS DRAWN BY: SAH
r- ,
N NTS
PROJECT NUMBER: KT37.400
coon
ORIGINAL DATE: 8/30/23
SHEET:
C-2 .4