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DocuSign Envelope ID: 72E7BD50- E5C5- 4BEA- B4AA- FCA907469BF8
<br />COLORS
<br />z
<br />3.4 PARKING LOTS
<br />LEGEND AND BORDER --
<br />GREEN
<br />TYPE R7 -8 PARKING SIGN
<br />WHITE SYMBOL ON BLUE
<br />C7
<br />APPROVED FOR USE UNDER
<br />BACKGROUND
<br />RAD SURFACE. OF
<br />GENERAL STATUTE 20 -37.6
<br />BACKGROUND -- WHITE
<br />4
<br />JOINT SEALER
<br />rn C)
<br />B
<br />NOTE:
<br />TO tLAO R
<br />Q
<br />BEGINNING JANUARY 1, 1989
<br />LL-_J
<br />A, !-.
<br />ALL ACCESSIBLE PARKING
<br />©o
<br />1/2" JOINT WIDTH J�- JOINT FILLER
<br />SPACES (INCLUDING THOSE
<br />T = SIDEWALK THICKNESS
<br />COORDINATE THE CURB RAMP AND THE PEDESTRIAN CROSSWALK MARKINGS SO A 4'x4' CLEAR SPACE AT THE BASE OF THE CURB RAMP WILL FALL
<br />TRANSVERSE EXPANSION JOINT
<br />4"
<br />SPACES EXISTING PRIOR TO
<br />x
<br />VAN
<br />FILL -3/8" WIDE x 1" DEEP GROOVED OR
<br />Q
<br />a W
<br />JULY 1, 1979) SHALL BE
<br />CAS
<br />SAWN JOINT WITH JOINT
<br />¢ W
<br />BUILDING, /
<br />REQUIRED BY GENERAL
<br />SEALING COMPOUND
<br />ACCESSIBLE
<br />WALL, ETC
<br />VAN
<br />STATUTE TO BE IDENTIFIED
<br />} Z
<br />1:12 MAX
<br />Ln
<br />ACCESSIBLE
<br />BY AN R7 -8 SIGN.
<br />PROVIDEDT CONTACT THE SIGNAL DESIGN SECTION FOR THE STOP BAR LOCATIONS OR LOCATE AS DIRECTED BY THE ENGINEER.
<br />SIGN
<br />F- - - -1 VAN
<br />I �I ACCESSIBLE
<br />-Ln
<br />°.PROPOSED
<br />1 IIAx. RAMP
<br />+ 0.5'
<br />0.0
<br />L_ J
<br />SIGN
<br />7.
<br />O
<br />N
<br />CONCRETE PROP .o-
<br />C &G
<br />F
<br />a
<br />-
<br />AS REQUIRED)
<br />)
<br />N M N
<br />S.
<br />0.0'
<br />DETAILS SHOWING JOINTS
<br />IN CONCRETE SIDEWALK
<br />SIGN
<br />C00 OCT::
<br />10.
<br />CONSTRUCT THE SIDE FLARE SLOPE A MAXIMUM OF 10% MEASURED ALONG THE CURB LINE.
<br />- /
<br />, ,
<br />SIDEWALK
<br />,�
<br />CLEYAi10!1i TRANSITION ONOP TRANSITION
<br />R7 -8
<br />LL
<br />p
<br />C]
<br />RESERVE
<br />T R
<br />-
<br />10 cc[tusiu..
<br />--3/8" (TYP.)
<br />CONSTRUCT LANDINGS FOR SIDEWALK A MINIMUM OF 4'x4' WITH A MAXIMUM SLOPE OF 2% IM ANY DIRECTION. CONSTRUCT LANDINGS FOR
<br />SECTION A -A
<br />BOTTOM OF
<br />MEDIAN ISLANDS A MINIMUM OF 5'x5' WITH A MAXIMUM SLOPE OF 2% IN ANY DIRECTION.
<br />SIDEWALK
<br />CL
<br />3/8" (TYP.)
<br />fL
<br />SIGN
<br />CC �
<br />W CC
<br />SIGN R7 -8a
<br />L_
<br />(SEE STD. 838.01f
<br />NOTE:
<br />PARKING
<br />OF ONE OR 80TH RAMPS
<br />W
<br />R7 -8D
<br />MAT EXTEND
<br />OUTSIDE THE RETURN,
<br />R7 -8
<br />00
<br />ril
<br />O
<br />O
<br />FINISHED
<br />GRADE
<br />MAXIMUM -1TI =1 I -1 ICI I �, „ 117 1
<br />I I
<br />PENALTY '
<br />I I
<br />$250 R7 -8D
<br />GS 20 -37.6 L _ _ J
<br />ADDED: JULY 27, 1990
<br />N.C. GENERAL ASSEMBLY
<br />R7 -8 PENALTY SIGNS ARE REQUIRED TO ACCOMPANY
<br />ALL R7 -8 OR R7 -8a PARKING SIGNS ERECTED AFTER
<br />DECEMBER 31, 1990
<br />)ACCESSIBLE PARKING SIGNAGE
<br />SCALE: N.T.S.
<br />NOTES:
<br />CONSTRUCT STANDARD SIDEWALK 5' WIDE AND
<br />4" THICK UNLESS OTHERWISE DENOTED ON PLANS.
<br />PLACE A GROOVE JOINT 1" DEEP WITH 1'a" RADII
<br />IN THE CONCRETE SIDEWALK AT 5' INTERVALS,
<br />ONE J/" EXPANSION JOINT WILL BE REQUIRED AT 50`
<br />INTERVALS. A 112" EXPANSION JOINT WILL BE REQUIRED
<br />WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE.
<br />SEE STD. DWG. 848.05 FOR CURB RAMP LOCATION
<br />REQUIREMENTS AND CONSTRUCTION GUIDELINES.
<br />0000/DIV- 10/10426A00. DWG
<br />CONCRETE SIDEWALK
<br />SCALE: N.T.S.
<br />MATCH
<br />EXISTING
<br />GRADE
<br />6" CURB
<br />z
<br />x� 2
<br />U.
<br />LL
<br />6 n0
<br />a
<br />©
<br />C7
<br />CONSTRUCT THE RAMP SURFACE TO BE STABLE, FIRM, AND SLIP RESISTANT. CONSTRUCT THE CURB RAMP TYPE AS SHOWN IN THE PAVEMENT MARKING
<br />LL oQ�=�
<br />RAD SURFACE. OF
<br />LU < ;2� UL =
<br />SIDEWALK
<br />4
<br />JOINT SEALER
<br />rn C)
<br />B
<br />TO tLAO R
<br />Q
<br />~=
<br />LL-_J
<br />A, !-.
<br />w
<br />©o
<br />1/2" JOINT WIDTH J�- JOINT FILLER
<br />DROP G2'-
<br />T = SIDEWALK THICKNESS
<br />COORDINATE THE CURB RAMP AND THE PEDESTRIAN CROSSWALK MARKINGS SO A 4'x4' CLEAR SPACE AT THE BASE OF THE CURB RAMP WILL FALL
<br />TRANSVERSE EXPANSION JOINT
<br />4"
<br />CONCRETE SIDEWALK
<br />SCALE: N.T.S.
<br />MATCH
<br />EXISTING
<br />GRADE
<br />6" CURB
<br />ACCESSIBLE ISLE
<br />x� 2
<br />U.
<br />LL
<br />6 n0
<br />a
<br />©
<br />C7
<br />CONSTRUCT THE RAMP SURFACE TO BE STABLE, FIRM, AND SLIP RESISTANT. CONSTRUCT THE CURB RAMP TYPE AS SHOWN IN THE PAVEMENT MARKING
<br />+0.6'
<br />mm�mmm
<br />z J
<br />'
<br />4
<br />3 "R a° A
<br />®��mom
<br />B
<br />TO tLAO R
<br />Q
<br />UTILITY STRIP
<br />LL-_J
<br />A, !-.
<br />w
<br />MOVING CURB RAMPS OR MARKINGS AS SHOWN, CONTACT THE SIGNING AND DELINEATION UNIT OR LOCATE AS DIRECTED BY THE ENGINEER.
<br />F �+
<br />DROP G2'-
<br />ao
<br />COORDINATE THE CURB RAMP AND THE PEDESTRIAN CROSSWALK MARKINGS SO A 4'x4' CLEAR SPACE AT THE BASE OF THE CURB RAMP WILL FALL
<br />'D.D2
<br />4"
<br />H
<br />00
<br />x
<br />12" EXPANSION JOINT
<br />FILL -3/8" WIDE x 1" DEEP GROOVED OR
<br />Q
<br />a W
<br />x
<br />CAS
<br />SAWN JOINT WITH JOINT
<br />¢ W
<br />BUILDING, /
<br />ASPHALT
<br />SEALING COMPOUND
<br />W V
<br />WALL, ETC
<br />V
<br />lrg RAD I B" RAD
<br />} Z
<br />1:12 MAX
<br />Ln
<br />DIAMETER
<br />LO
<br />PROVIDEDT CONTACT THE SIGNAL DESIGN SECTION FOR THE STOP BAR LOCATIONS OR LOCATE AS DIRECTED BY THE ENGINEER.
<br />,/��
<br />V
<br /><
<br />-Ln
<br />°.PROPOSED
<br />1 IIAx. RAMP
<br />+ 0.5'
<br />0.0
<br />C7
<br />Q
<br />.6
<br />7.
<br />O
<br />N
<br />CONCRETE PROP .o-
<br />C &G
<br />F
<br />a
<br />-
<br />SIDEWALK
<br />N M N
<br />S.
<br />0.0'
<br />DETAILS SHOWING JOINTS
<br />IN CONCRETE SIDEWALK
<br />CONCRETE SIDEWALK
<br />SCALE: N.T.S.
<br />MATCH
<br />EXISTING
<br />GRADE
<br />6" CURB
<br />ACCESSIBLE ISLE
<br />x� 2
<br />10 WIDTH 2
<br />�' O0
<br />6 n0
<br />a
<br />©
<br />xO xON
<br />CONSTRUCT THE RAMP SURFACE TO BE STABLE, FIRM, AND SLIP RESISTANT. CONSTRUCT THE CURB RAMP TYPE AS SHOWN IN THE PAVEMENT MARKING
<br />+0.6'
<br />mm�mmm
<br />111.1
<br />'
<br />4
<br />3 "R a° A
<br />®��mom
<br />B
<br />TO tLAO R
<br />Q
<br />UTILITY STRIP
<br />LL-_J
<br />A, !-.
<br />MOVING CURB RAMPS OR MARKINGS AS SHOWN, CONTACT THE SIGNING AND DELINEATION UNIT OR LOCATE AS DIRECTED BY THE ENGINEER.
<br />F �+
<br />DROP G2'-
<br />2' aETEGTPBLE 0.02 MINI
<br />0.08 MA %.I
<br />COORDINATE THE CURB RAMP AND THE PEDESTRIAN CROSSWALK MARKINGS SO A 4'x4' CLEAR SPACE AT THE BASE OF THE CURB RAMP WILL FALL
<br />'D.D2
<br />4"
<br />x
<br />(aTO. 2' -S' CURB
<br />3WTT11
<br />x
<br />-
<br />x
<br />CAS
<br />-°o
<br />Q
<br />RAMP DOWN
<br />ASPHALT
<br />TXAdi 59y TORNO YORE
<br />THAN SSi OF THE BASE
<br />ASPHALT
<br />PAVING
<br />V
<br />00, =Z
<br />5.
<br />1:12 MAX
<br />Ln
<br />DIAMETER
<br />LO
<br />PROVIDEDT CONTACT THE SIGNAL DESIGN SECTION FOR THE STOP BAR LOCATIONS OR LOCATE AS DIRECTED BY THE ENGINEER.
<br />,/��
<br />V
<br />LU<¢LL=
<br />-Ln
<br />12
<br />1 IIAx. RAMP
<br />+ 0.5'
<br />0.0
<br />C7
<br />Q
<br />O
<br />N
<br />7.
<br />O
<br />N
<br />O
<br />`�' Z N
<br />F
<br />a
<br />-
<br />S.
<br />0.0'
<br />0.0'
<br />C00 OCT::
<br />10.
<br />CONSTRUCT THE SIDE FLARE SLOPE A MAXIMUM OF 10% MEASURED ALONG THE CURB LINE.
<br />- /
<br />, ,
<br />SIDEWALK
<br />,�
<br />CLEYAi10!1i TRANSITION ONOP TRANSITION
<br />h
<br />o
<br />4
<br />18" CURB
<br />AND GUTTER
<br />O 1
<br />N \
<br />8.00'
<br />0� 0�
<br />4
<br />PARKING
<br />/ - 30' BUMPER
<br />18" CURB
<br />AND GUTTER
<br />°o.
<br />S
<br />5 CO' TYP._ 8.00'
<br />8.00' VANO ~�
<br />KEYNOTES:
<br />10 3" WIDE PAINT STRIPES - TYPICAL.
<br />20 SIGNAGE DENOTING RESTRICTED PARKING PER R7 -8, R7 -8D,
<br />AND VAN ACCESSIBLE SIGN (AS REQUIRED).
<br />30 FIRST REQUIRED SPACE TO BE VAN ACCESSIBLE.
<br />® PAVING SLOPE NOT TO EXCEED 1:50 IN ANY DIRECTION
<br />AT ACCESSIBLE PARKING SPACES & ACCESS AISLES.
<br />2 TYPICAL ACCESSIBLE PARKING
<br />U
<br />SCALE: N.T.S. 0000 /DIV- 10/10426A26.DWG
<br />NEW ASPHALT PAVING
<br />(SEE ASPHALT PAVING SAW CUT EXISTING
<br />DETAIL FOR THICKNESS) PAVEMENT
<br />1' -0"
<br />(MIN.) EXISTING PAVEMENT
<br />EXISTING STONE
<br />BASE COURSE
<br />EXISTING
<br />PAVEMENT EDGE
<br />NEW BASE COURSE
<br />(SEE ASPHALT
<br />PAVING DETAIL FOR
<br />THICKNESS)
<br />7 EXISTING EDGE OF PAVEMENT
<br />SCALE: N.T.S. 0000/DIV-02/02520A1 8. DWG
<br />�2" S9.5B SURFACE COURSE
<br />O O 0.0
<br />° U LJO o O oo O
<br />0 0 0° 0
<br />0 ° c�
<br />� 0 0
<br />°o° 000 °0 0
<br />I 1J
<br />8" CABC
<br />COMPACTED SUBGRADE TO 95% MAXIMUM
<br />DENSITY
<br />goASPHALT PAVING
<br />SCALE: N.T.S. 0000 /DIV- 02/02500A16.DWG
<br />1:6 MAX 1 •0ia IV] F1A I:b MAA
<br />3:1 MAX
<br />4" CONCRETE SIDEWALK
<br />6" COMPACTED SUBGRADE
<br />2' SHOULDER 2' SHOULDER
<br />COMPACT TO 95% COMPACT TO 95%
<br />MAXIMUM DENSITY MAXIMUM DENSITY
<br />NOTE: MAXIMUM RUNNING
<br />GRADE NOT TO EXCEED 8.0%
<br />TYPICAL SECTION
<br />TYPICAL SIDEWALK SECTION
<br />SCALE: N.T.S.
<br />0000/ D I V -02 /0250OA08. D W G
<br />MATCH \ US 70 BUS.
<br />EXISTING
<br />GRADE
<br />-V
<br />EXISTING
<br />SWALE
<br />ISOMETRIC VIEW
<br />PAY LIMITS FOR CURB RAMP
<br />NOTES:
<br />1. DETECTABLE WARNING DOPES WILL COYER 2' -0'" LENGTH AND FULL WIDTH OF THE
<br />RAMP FLOOR AS SHD'M! ON THE DETAILS.
<br />2, DETECTABLE WARNING DOMES WILL CONTRAST VISTD14ITY WITH AWOINING SURFACE, EITHER LIGHT•ON -DARK,
<br />OR DA "404 LIGHT SE011ENCE COVERING THE EN TSRE RAMP,
<br />RAND WIDTH AREA IS VARIABLE
<br />Q��
<br />ACCESSIBLE
<br />©o
<br />CQ
<br />a
<br />©
<br />Ca7
<br />CONSTRUCT THE RAMP SURFACE TO BE STABLE, FIRM, AND SLIP RESISTANT. CONSTRUCT THE CURB RAMP TYPE AS SHOWN IN THE PAVEMENT MARKING
<br />SIDEWALK
<br />mm�mmm
<br />111.1
<br />PLANS OR AS DIRECTED BY THE ENGINEER.,
<br />4
<br />3 "R a° A
<br />®��mom
<br />B
<br />TO tLAO R
<br />Q
<br />UTILITY STRIP
<br />LL-_J
<br />A, !-.
<br />MOVING CURB RAMPS OR MARKINGS AS SHOWN, CONTACT THE SIGNING AND DELINEATION UNIT OR LOCATE AS DIRECTED BY THE ENGINEER.
<br />F �+
<br />DROP G2'-
<br />2' aETEGTPBLE 0.02 MINI
<br />0.08 MA %.I
<br />COORDINATE THE CURB RAMP AND THE PEDESTRIAN CROSSWALK MARKINGS SO A 4'x4' CLEAR SPACE AT THE BASE OF THE CURB RAMP WILL FALL
<br />'D.D2
<br />4"
<br />'.1 Q L �
<br />d
<br />(aTO. 2' -S' CURB
<br />3WTT11
<br />SS
<br />-
<br />INDRY,f
<br />CAS
<br />d
<br />Q
<br />,r�
<br />ASPHALT
<br />TXAdi 59y TORNO YORE
<br />THAN SSi OF THE BASE
<br />ASPHALT
<br />PAVING
<br />V
<br />00, =Z
<br />5.
<br />V
<br />DIAMETER
<br />.................
<br />PROVIDEDT CONTACT THE SIGNAL DESIGN SECTION FOR THE STOP BAR LOCATIONS OR LOCATE AS DIRECTED BY THE ENGINEER.
<br />,/��
<br />V
<br />LU<¢LL=
<br />12
<br />1 IIAx. RAMP
<br />G.
<br />TERMINATE PARKING A MINIMUM OF 20' BACK OF A PEDESTRIAN CROSSWALK.
<br />C7
<br />Q
<br />EDGE OF PAVEMENT
<br />Q��
<br />ACCESSIBLE
<br />©o
<br />NOTES:
<br />W
<br />O U)
<br />b
<br />CONSTRUCT THE RAMP SURFACE TO BE STABLE, FIRM, AND SLIP RESISTANT. CONSTRUCT THE CURB RAMP TYPE AS SHOWN IN THE PAVEMENT MARKING
<br />SIDEWALK
<br />mm�mmm
<br />111.1
<br />PLANS OR AS DIRECTED BY THE ENGINEER.,
<br />4
<br />3 "R a° A
<br />®��mom
<br />B
<br />CURB AND
<br />Q
<br />UTILITY STRIP
<br />LL-_J
<br />A, !-.
<br />MOVING CURB RAMPS OR MARKINGS AS SHOWN, CONTACT THE SIGNING AND DELINEATION UNIT OR LOCATE AS DIRECTED BY THE ENGINEER.
<br />F �+
<br />DROP G2'-
<br />2' aETEGTPBLE 0.02 MINI
<br />0.08 MA %.I
<br />COORDINATE THE CURB RAMP AND THE PEDESTRIAN CROSSWALK MARKINGS SO A 4'x4' CLEAR SPACE AT THE BASE OF THE CURB RAMP WILL FALL
<br />'D.D2
<br />4"
<br />'.1 Q L �
<br />d
<br />(aTO. 2' -S' CURB
<br />3WTT11
<br />0.03 NORM.Y
<br />CROSSWALK
<br />INDRY,f
<br />CAS
<br />P-� U- O J
<br />LL J 1--I
<br />SET BACK DISTANCE FROM INSIDE CROSSWALK MARKING TO NEAREST EDGE OF TRAVEL LANE IS 4' MINIMUM.
<br />ASPHALT
<br />CC � "
<br />ASPHALT
<br />PAVING
<br />n
<br />00, =Z
<br />5.
<br />REFER TO THE PAVEMENT MARKING PLANS FOR STOP BAR LOCATIONS AT SIGNALIZED INTERSECTIONS. IF A PAVEMENT MARKING PLAN IS NOT
<br />>- H
<br />.................
<br />PROVIDEDT CONTACT THE SIGNAL DESIGN SECTION FOR THE STOP BAR LOCATIONS OR LOCATE AS DIRECTED BY THE ENGINEER.
<br />N �
<br />LU<¢LL=
<br />12
<br />1 IIAx. RAMP
<br />G.
<br />Of S" TO t.e TO B - x tA.S ")
<br />N 2.3
<br />B DISTANCE FROM FRONT EDGE OF SIDEWALK
<br />TO OF S POINT OF T2:1 (0.335f SLOPE.
<br />BACK 0P 5SLOPESK. DROP REtlU1RE0 FOR ALL
<br />SIDEWALK 9l.OP €8.
<br />•• BACK OF SIDEWALK DROP REQUIRED FOR
<br />SIDEWALK SLOPES 0.04.
<br />DETECTABLE WARNING DOMES
<br />1-1
<br />EE
<br />DUAL RAMPS
<br />AMY RApxi
<br />14' YLH. FLOOR WIOTN!
<br />NCDOT CURB CUT - PROPOSED CURB & GUTTER
<br />SCALE: N.T.S.
<br />6-4
<br />3' 3' -0 "yl
<br />8„
<br />O : -
<br />-I 1 00 I
<br />Ln 1 N
<br />1 N
<br />f
<br />f ° -- I
<br />2"1
<br />00 N
<br />I +
<br />4" °
<br />2' -8"
<br />R =28"
<br />12" R =40" �I --12„
<br />STRAIGHT ARROW RIGHT OR LEFT
<br />TURN ARROW
<br />Ifs -l'-8"
<br />/\--l'-2"
<br />�t-
<br />I cv
<br />� 1
<br />1
<br />R =:
<br />V SAME DIMENSIONS APPLY
<br />I AS FOR THE LEFT /RIGHT
<br />u TURN ARROW
<br />COMBINATION LEFT AND
<br />°° RIGHT TURN ARROW
<br />I
<br />N
<br />SAME DIMENSIONS APPLY
<br />AS FOR THE COMBINATION
<br />00 STRAIGHT AND LEFT /RIGHT
<br />;o TURN ARROW
<br />12 "--
<br />- 6' -4 ° °� COMBINATION LEFT AND
<br />COMBINATION STRAIGHT AND RIGHT
<br />TURN ARROW
<br />STRAIGHT AND
<br />LEFT OR RIGHT
<br />NOTE: ALL PAVEMENT MARKING
<br />TURN ARROW SYSMBOLS SHALL BE WHITE IN COLOR
<br />�9STANDARD PAVEMENT ARROWS
<br />C2 2/ SCALE: N.T.S. 0000 /MISC DETAILS /PAVEMENT ARROWS.DWG
<br />15 CURB AND GUTTER TRANSITION
<br />;2 SCALE: N.T.S. 0000 /DIV- 02/0252OA32.DWG
<br />ACCESSIBLE
<br />z
<br />NOTES:
<br />W
<br />O U)
<br />b
<br />CONSTRUCT THE RAMP SURFACE TO BE STABLE, FIRM, AND SLIP RESISTANT. CONSTRUCT THE CURB RAMP TYPE AS SHOWN IN THE PAVEMENT MARKING
<br />SIDEWALK
<br />SIDEWALK (5'
<br />111.1
<br />PLANS OR AS DIRECTED BY THE ENGINEER.,
<br />4
<br />3 "R a° A
<br />B
<br />CURB AND
<br />Q
<br />UTILITY STRIP
<br />LL-_J
<br />A, !-.
<br />MOVING CURB RAMPS OR MARKINGS AS SHOWN, CONTACT THE SIGNING AND DELINEATION UNIT OR LOCATE AS DIRECTED BY THE ENGINEER.
<br />F �+
<br />DROP G2'-
<br />2' aETEGTPBLE 0.02 MINI
<br />0.08 MA %.I
<br />COORDINATE THE CURB RAMP AND THE PEDESTRIAN CROSSWALK MARKINGS SO A 4'x4' CLEAR SPACE AT THE BASE OF THE CURB RAMP WILL FALL
<br />'D.D2
<br />4"
<br />'.1 Q L �
<br />d
<br />(aTO. 2' -S' CURB
<br />3WTT11
<br />0.03 NORM.Y
<br />CROSSWALK
<br />INDRY,f
<br />CAS
<br />P-� U- O J
<br />LL J 1--I
<br />SET BACK DISTANCE FROM INSIDE CROSSWALK MARKING TO NEAREST EDGE OF TRAVEL LANE IS 4' MINIMUM.
<br />ASPHALT
<br />CC � "
<br />ASPHALT
<br />PAVING
<br />n
<br />00, =Z
<br />5.
<br />REFER TO THE PAVEMENT MARKING PLANS FOR STOP BAR LOCATIONS AT SIGNALIZED INTERSECTIONS. IF A PAVEMENT MARKING PLAN IS NOT
<br />>- H
<br />.................
<br />PROVIDEDT CONTACT THE SIGNAL DESIGN SECTION FOR THE STOP BAR LOCATIONS OR LOCATE AS DIRECTED BY THE ENGINEER.
<br />N �
<br />LU<¢LL=
<br />12
<br />1 IIAx. RAMP
<br />G.
<br />TERMINATE PARKING A MINIMUM OF 20' BACK OF A PEDESTRIAN CROSSWALK.
<br />C7
<br />Q
<br />EDGE OF PAVEMENT
<br />7.
<br />CONSTRUCT CURB RAMPS A MINIMUM OF 4' WIRE,
<br />F
<br />a
<br />-
<br />S.
<br />ALLOWABLE CROSS SLOPE ON SIDEWALKS AND CURB RAMPS WILL BE 2% MAXIMUM.
<br />SECTION B -B
<br />C00 OCT::
<br />10.
<br />CONSTRUCT THE SIDE FLARE SLOPE A MAXIMUM OF 10% MEASURED ALONG THE CURB LINE.
<br />C7
<br />H
<br />SIDEWALK
<br />,�
<br />CLEYAi10!1i TRANSITION ONOP TRANSITION
<br />O pP
<br />T1-- Ary -p0-"
<br />LL
<br />p
<br />C]
<br />CURB
<br />CURB
<br />T R
<br />-
<br />10 cc[tusiu..
<br />12.
<br />CONSTRUCT LANDINGS FOR SIDEWALK A MINIMUM OF 4'x4' WITH A MAXIMUM SLOPE OF 2% IM ANY DIRECTION. CONSTRUCT LANDINGS FOR
<br />SECTION A -A
<br />MEDIAN ISLANDS A MINIMUM OF 5'x5' WITH A MAXIMUM SLOPE OF 2% IN ANY DIRECTION.
<br />SIDEWALK
<br />CL
<br />13.
<br />fL
<br />EXPANSION JDINi
<br />CC �
<br />W CC
<br />L_
<br />(SEE STD. 838.01f
<br />NOTE:
<br />A PORTION
<br />OF ONE OR 80TH RAMPS
<br />W
<br />m
<br />MAT EXTEND
<br />OUTSIDE THE RETURN,
<br />Q
<br />THE SURFACE STREET.
<br />F-
<br />Z
<br />ca
<br />15.
<br />CURB RAMPS WITH RETURNER CURBS MAY BE USED ONLY WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS THE RAMP. THE ADJACENT SURFACE
<br />}
<br />IS PLANTING OR OTHER NON- WALKING SURFACE OR THE SIDE APPROACH IS SUBSTANTIALLY OBSTRUCTED.
<br />Q
<br />EXPANSION JOINT
<br />�.
<br />18.
<br />PLACE A 12" EXPANSION JOINT WHERE THE CONCRETE CURB RAMP JOINS THE CURB AS SHOWN IN ROADWAY STANDARD DRAWING 848.01
<br />8EE NOT€ I
<br />(SEE STD. BAS. 01)
<br />I]
<br />17.
<br />1.A,8)SNG
<br />�
<br />Q
<br />18.
<br />CURB RAMPS THROUGH MEDIAN ISLANDS, SINGLE RAMPS AT DUAL CROSSWALKS OR LIMITED RIW SITUATIONS, WILL BE HANDLED BY SPECIAL DETAILS.
<br />CONTACT THE CONTRACT STANDARDS AND DEVELOPMENT UNIT FOR THE DETAILS OR FOR A SPECIAL DESIGN.
<br />1
<br />%PAM ION JO NT
<br />[^,_ 6.!^
<br />. , TI
<br />® m cc
<br />S10EWAL1(
<br />z �. 0
<br />Q =
<br />1- 6
<br />C]
<br />0 LL!
<br />I)
<br />4' X 4' CLEAR SPACE
<br />ALL
<br />} 0
<br />CAOSS�NOT[ LIMITS.
<br />O Q
<br />fSiF NOT[ 10)
<br />2' MIN. CURB
<br />_
<br />d LL
<br />BETWEEN RAMPS
<br />Ir
<br />Of S" TO t.e TO B - x tA.S ")
<br />N 2.3
<br />B DISTANCE FROM FRONT EDGE OF SIDEWALK
<br />TO OF S POINT OF T2:1 (0.335f SLOPE.
<br />BACK 0P 5SLOPESK. DROP REtlU1RE0 FOR ALL
<br />SIDEWALK 9l.OP €8.
<br />•• BACK OF SIDEWALK DROP REQUIRED FOR
<br />SIDEWALK SLOPES 0.04.
<br />DETECTABLE WARNING DOMES
<br />1-1
<br />EE
<br />DUAL RAMPS
<br />AMY RApxi
<br />14' YLH. FLOOR WIOTN!
<br />NCDOT CURB CUT - PROPOSED CURB & GUTTER
<br />SCALE: N.T.S.
<br />6-4
<br />3' 3' -0 "yl
<br />8„
<br />O : -
<br />-I 1 00 I
<br />Ln 1 N
<br />1 N
<br />f
<br />f ° -- I
<br />2"1
<br />00 N
<br />I +
<br />4" °
<br />2' -8"
<br />R =28"
<br />12" R =40" �I --12„
<br />STRAIGHT ARROW RIGHT OR LEFT
<br />TURN ARROW
<br />Ifs -l'-8"
<br />/\--l'-2"
<br />�t-
<br />I cv
<br />� 1
<br />1
<br />R =:
<br />V SAME DIMENSIONS APPLY
<br />I AS FOR THE LEFT /RIGHT
<br />u TURN ARROW
<br />COMBINATION LEFT AND
<br />°° RIGHT TURN ARROW
<br />I
<br />N
<br />SAME DIMENSIONS APPLY
<br />AS FOR THE COMBINATION
<br />00 STRAIGHT AND LEFT /RIGHT
<br />;o TURN ARROW
<br />12 "--
<br />- 6' -4 ° °� COMBINATION LEFT AND
<br />COMBINATION STRAIGHT AND RIGHT
<br />TURN ARROW
<br />STRAIGHT AND
<br />LEFT OR RIGHT
<br />NOTE: ALL PAVEMENT MARKING
<br />TURN ARROW SYSMBOLS SHALL BE WHITE IN COLOR
<br />�9STANDARD PAVEMENT ARROWS
<br />C2 2/ SCALE: N.T.S. 0000 /MISC DETAILS /PAVEMENT ARROWS.DWG
<br />15 CURB AND GUTTER TRANSITION
<br />;2 SCALE: N.T.S. 0000 /DIV- 02/0252OA32.DWG
<br />,5000 1`51 UUNUKL IL
<br />SIDEWALK (WIDTH VARIES)
<br />4" 2% SLOPE, MAX.
<br />�--tu a a 6„
<br />- I-1 I °
<br />I
<br />°� °°
<br />' PAVING,
<br />6" dDB ° SEE PLAN
<br />COMPACTED SUBGRADE TO EXPANSION
<br />95% MAXIMUM DENSITY JOINT MATERIAL
<br />NOTES:
<br />1. ALL CONCRETE 3000 PSI.
<br />2. EXPANSION JOINTS AT 20' APART.
<br />3. CONTROL JOINTS AT 5' APART.
<br />4. ALL SIDEWALKS SHALL BE
<br />CONSTRUCTED WITH TOOLED 1/4" EDGE
<br />RADIUS.
<br />10 TURNDOWN SIDEWALK, 6" EXPOSURE
<br />;2. SCALE: N.T.S. 0000 /DIV- 02/02520A19.DWG
<br />3000 PSI CONCRETE
<br />4" SIDEWALK (WIDTH VARIES)
<br />2% SLOPE, MAX. PAVEMENT,
<br />SEE PLAN
<br />- -�� 1 oU
<br />9„ �o °° o
<br />-III-
<br />6„ EXPANSION
<br />JOINT MATERIAL
<br />COMPACTED SUBGRADE TO
<br />95% MAXIMUM DENSITY
<br />NOTES:
<br />1. ALL CONCRETE 3000 PSI.
<br />2. EXPANSION JOINTS AT 20' APART.
<br />3. CONTROL JOINTS AT 5' APART.
<br />4. ALL SIDEWALKS SHALL BE
<br />CONSTRUCTED WITH TOOLED 1/4" EDGE
<br />RADIUS.
<br />11 TURNDOWN SIDEWALK, 0" EXPOSURE
<br />;2 SCALE: N.T.S. 0000 /DIV- 02/0252OA04.DWG
<br />CONCRETE OR BRI
<br />ACCESSIBLE
<br />z
<br />NOTES:
<br />SIDEWALK
<br />O U)
<br />1.
<br />CONSTRUCT THE RAMP SURFACE TO BE STABLE, FIRM, AND SLIP RESISTANT. CONSTRUCT THE CURB RAMP TYPE AS SHOWN IN THE PAVEMENT MARKING
<br />SIDEWALK
<br />g
<br />4r
<br />PLANS OR AS DIRECTED BY THE ENGINEER.,
<br />4
<br />Q
<br />01/12/18
<br />CURB AND
<br />2.
<br />LOCATE CURB RAMPS AND PLACE PEDESTRIAN CROSSWALK MARKINGS AS SHOWN IN THE PAVEMENT MARKING PLANS. WHEN FIELD ADJUSTMENTS REQUIRE
<br />LL-_J
<br />A, !-.
<br />MOVING CURB RAMPS OR MARKINGS AS SHOWN, CONTACT THE SIGNING AND DELINEATION UNIT OR LOCATE AS DIRECTED BY THE ENGINEER.
<br />8'
<br />3.
<br />COORDINATE THE CURB RAMP AND THE PEDESTRIAN CROSSWALK MARKINGS SO A 4'x4' CLEAR SPACE AT THE BASE OF THE CURB RAMP WILL FALL
<br />w
<br />L¢-T� p H
<br />WITHIN THE PEDESTRIAN CROSSWALK LINES.
<br /><
<br />_ }_
<br />CROSSWALK
<br />CAS
<br />P-� U- O J
<br />4.
<br />SET BACK DISTANCE FROM INSIDE CROSSWALK MARKING TO NEAREST EDGE OF TRAVEL LANE IS 4' MINIMUM.
<br />ASPHALT
<br />CC � "
<br />ASPHALT
<br />PAVING
<br />n
<br />�CC
<br />5.
<br />REFER TO THE PAVEMENT MARKING PLANS FOR STOP BAR LOCATIONS AT SIGNALIZED INTERSECTIONS. IF A PAVEMENT MARKING PLAN IS NOT
<br />>- H
<br />.................
<br />PROVIDEDT CONTACT THE SIGNAL DESIGN SECTION FOR THE STOP BAR LOCATIONS OR LOCATE AS DIRECTED BY THE ENGINEER.
<br />N �
<br />0
<br />G.
<br />TERMINATE PARKING A MINIMUM OF 20' BACK OF A PEDESTRIAN CROSSWALK.
<br />EDGE OF PAVEMENT
<br />7.
<br />CONSTRUCT CURB RAMPS A MINIMUM OF 4' WIRE,
<br />8.
<br />CONSTRUCT THE RUNNING SLOPE OF THE RAMP 8.334 MAXIMUM.
<br />S.
<br />ALLOWABLE CROSS SLOPE ON SIDEWALKS AND CURB RAMPS WILL BE 2% MAXIMUM.
<br />cc
<br />10.
<br />CONSTRUCT THE SIDE FLARE SLOPE A MAXIMUM OF 10% MEASURED ALONG THE CURB LINE.
<br />C7
<br />LL
<br />11.
<br />CONSTRUCT THE COUNTER SLOPE OF THE GUTTER OR STREET AT THE BASE OF THE CURB RAMP A MAXIMUM OF 5% AND MAINTAIN A
<br />�
<br />SMOOTH TRANSITION.
<br />12.
<br />CONSTRUCT LANDINGS FOR SIDEWALK A MINIMUM OF 4'x4' WITH A MAXIMUM SLOPE OF 2% IM ANY DIRECTION. CONSTRUCT LANDINGS FOR
<br />MEDIAN ISLANDS A MINIMUM OF 5'x5' WITH A MAXIMUM SLOPE OF 2% IN ANY DIRECTION.
<br />Cc
<br />CL
<br />13.
<br />TO USE A MEDIAN ISLAND AS A PEDESTRIAN REFUGE AREA, MEDIAN ISLANDS WILL BE A MINIMUM OF B' WIDE, CONSTRUCT MEDIAN ISLANDS
<br />CC �
<br />W CC
<br />TO PROVIDE PASSAGE OVER OR THROUGHT THE ISLAND.
<br />cc
<br />m
<br />14,
<br />SMALL CHANNELIZATION ISLANDS THAT CAN NOT PROVIDE A 5'X5' LANDING AT THE TOP OF A RAMPS, WILL BE CUT THROUGH LEVEL WITH
<br />Q
<br />THE SURFACE STREET.
<br />F-
<br />ca
<br />15.
<br />CURB RAMPS WITH RETURNER CURBS MAY BE USED ONLY WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS THE RAMP. THE ADJACENT SURFACE
<br />}
<br />IS PLANTING OR OTHER NON- WALKING SURFACE OR THE SIDE APPROACH IS SUBSTANTIALLY OBSTRUCTED.
<br />Q
<br />18.
<br />PLACE A 12" EXPANSION JOINT WHERE THE CONCRETE CURB RAMP JOINS THE CURB AS SHOWN IN ROADWAY STANDARD DRAWING 848.01
<br />I]
<br />17.
<br />PLACE ALL PEDESTRIAN PUSH BUTTON ACTUATORS AND CROSSING SIGNALS AS SHOWN IN THE PLANS OR AS SHOWN IN THE MUTCR.
<br />�
<br />18.
<br />CURB RAMPS THROUGH MEDIAN ISLANDS, SINGLE RAMPS AT DUAL CROSSWALKS OR LIMITED RIW SITUATIONS, WILL BE HANDLED BY SPECIAL DETAILS.
<br />CONTACT THE CONTRACT STANDARDS AND DEVELOPMENT UNIT FOR THE DETAILS OR FOR A SPECIAL DESIGN.
<br />,5000 1`51 UUNUKL IL
<br />SIDEWALK (WIDTH VARIES)
<br />4" 2% SLOPE, MAX.
<br />�--tu a a 6„
<br />- I-1 I °
<br />I
<br />°� °°
<br />' PAVING,
<br />6" dDB ° SEE PLAN
<br />COMPACTED SUBGRADE TO EXPANSION
<br />95% MAXIMUM DENSITY JOINT MATERIAL
<br />NOTES:
<br />1. ALL CONCRETE 3000 PSI.
<br />2. EXPANSION JOINTS AT 20' APART.
<br />3. CONTROL JOINTS AT 5' APART.
<br />4. ALL SIDEWALKS SHALL BE
<br />CONSTRUCTED WITH TOOLED 1/4" EDGE
<br />RADIUS.
<br />10 TURNDOWN SIDEWALK, 6" EXPOSURE
<br />;2. SCALE: N.T.S. 0000 /DIV- 02/02520A19.DWG
<br />3000 PSI CONCRETE
<br />4" SIDEWALK (WIDTH VARIES)
<br />2% SLOPE, MAX. PAVEMENT,
<br />SEE PLAN
<br />- -�� 1 oU
<br />9„ �o °° o
<br />-III-
<br />6„ EXPANSION
<br />JOINT MATERIAL
<br />COMPACTED SUBGRADE TO
<br />95% MAXIMUM DENSITY
<br />NOTES:
<br />1. ALL CONCRETE 3000 PSI.
<br />2. EXPANSION JOINTS AT 20' APART.
<br />3. CONTROL JOINTS AT 5' APART.
<br />4. ALL SIDEWALKS SHALL BE
<br />CONSTRUCTED WITH TOOLED 1/4" EDGE
<br />RADIUS.
<br />11 TURNDOWN SIDEWALK, 0" EXPOSURE
<br />;2 SCALE: N.T.S. 0000 /DIV- 02/0252OA04.DWG
<br />CONCRETE OR BRI
<br />ACCESSIBLE
<br />CONCRETE OR BRICK
<br />SIDEWALK
<br />TRC SUBMITTAL
<br />CURB CUT
<br />11/20/17
<br />SIDEWALK
<br />TRC COMMENTS
<br />01/02/18
<br />4
<br />NCDOT COMMENTS
<br />01/12/18
<br />CURB AND
<br />CURB AND
<br />GUTTER
<br />GUTTER
<br />8'
<br />TYP.
<br />WHITE
<br />CROSSWALK
<br />STRIPING, TYP.
<br />ASPHALT
<br />ASPHALT
<br />PAVING
<br />n
<br />PAVING
<br />........ .........`
<br />N �-
<br />.................
<br />N �
<br />EDGE OF PAVEMENT
<br />EDGE OF PAVEMENT
<br />6" THICK, 5' WIDE
<br />CONC. TO EXTEND
<br />4' FROM EOP
<br />00000
<br />00000 5' CONC. WALK W/ TRUNCATED
<br />00000 DOMES FOR 6' TO START 4'
<br />00000 FROM EXISTING EOP. NEW CROSS
<br />00000 SLOPE 1 /4 "PER FT MAX.
<br />00000
<br />NOTE: PLAN VIEW
<br />1. ACCESSIBLE CURB CUT AT EACH END OF CROSSWALK, TYP. SEE DETAIL
<br />THIS SHEET.
<br />2. USE THIS STRIPING ON THE TOP WALKING SURFACE OF RAISED CROSSWALKS.
<br />�6 CROSSWALK STRIPING DETAIL
<br />C2.2% SCALE: N.T.S.
<br />LVA
<br />MEET 3 Of 3
<br />848.05
<br />12 GA GALV S
<br />MOUNTING PLP
<br />PANIC DEVICE
<br />12 GA GALV c
<br />LATCH PLATE
<br />12 C HAI N LINK EGRESS GATE
<br />;2 SCALE: N.T.S.
<br />OF
<br />W71 -2
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<br />These slgn Images mpMht IlNhartl C. MDDGr.,411 rights PasenA•Ld.
<br />UNSIGNALIZED PEDESTRIAN CROSSWALK SIGN
<br />SCALE: N.T.S.
<br />222 cloister court
<br />chapel hill, nc 27514
<br />919.401.8586
<br />www.cra - ae.com
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<br />no. revisions
<br />drawn ETS checked MLH
<br />SITE PLAN
<br />DETAILS
<br />sheet
<br />C2m2
<br />date project no.
<br />12/15/2017 1613
<br />ADDENDUM #2
<br />07/26/17
<br />TRC SUBMITTAL
<br />11/20/17
<br />3
<br />TRC COMMENTS
<br />01/02/18
<br />4
<br />NCDOT COMMENTS
<br />01/12/18
<br />drawn ETS checked MLH
<br />SITE PLAN
<br />DETAILS
<br />sheet
<br />C2m2
<br />date project no.
<br />12/15/2017 1613
<br />
|