HomeMy WebLinkAbout102 (2) s RAISED EDGE DETAIL �-� s SIDEWILLK
LEVEL � ��Z� EXTENDSIDEWALKTRANSVERSE �'.
D" 1'-0" 3/8"(IN)PREMOLDED JOINT FILLER
1/2"(IN)R JOINTS TO INCLUDE RAISED EDGE TYPICAL WHERE APPLICABLE
a ROUI DING 2.0% � il2"(IN)R.(TYP.)
��•�' I � SOEE STD PLAN 01S
m • � . < 1.5% �I
• •" :••.� •�t, XISTING ROADWAY
n . •
1"(IN)R. � • ►.. • • �PE��J i ;
. •• ....
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• � � • :�' .• c�'C_,pt�' �, _.:_. _.....� ..._V••_��:�.��� CRUSHEDROCKBAS
t� SEERAISEDEDGE �c____-:
1'-0" SIDEWALK DETAIL-THIS SHE 2 CRUSHED SURFACING TOP COURSE(CSTC)
SLOPES MIN. � � 0 LPACT TO 95% MODIFIED PROCTOR
` 7 W I T H R A I S E D E D G E (U E S S R E Q U I R E M E N T W A I V E D B Y
1/2" IN R. ENGINEER)TYPICALUNDERALLCURB,
( ) I�'P)
� GUTTER&SIDEWALK.CSTC UNDER
1 � 2.0% 1 `a 1.5% FOR CURB DETAILS CURB&GUTTER TO BE 6"THICKNESS OR
pR�� � —.—_� SEE STD PLAN 101 MATCH EXISTING ROADWAY CRUSHED ROCK
AN.1��R ,..e :, �,t BASE,WHICHEVER IS GREATER(fYP.FOR
F�'� " ••�' ••••�: ••v•• '��� ALLCUR88GUTTER).
� ��`����t�:S":
��` � TOP OF CONCRETE SURFA EW
Z'-�" SIDEWlLLK
ADJACENT TO CURB �, p„ �, p„ MIN.
ROU DING ���2"�IN)R.(TYP.)
i2�% � FOR CURB DETPJLS
� 1.5% SEE STD PLAN 101
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BRIDGE OR PEDESTRIAN SS�NA�,� � ',�'v�.y7�•�� ��t'"'�
RAILING�` .�tv" �y� � �
ADJACENT TO CURB ��
FOR CURB DETAILS (STEEP FILL SLOPES)
BARRIER-SEE SIDEWALK SEE STD PLAN 101.
CONTRACT PLANS r--WALL OR BARRIER
II �/
1l2"(IN)R.(fYP.)
FLUSH � � SIDEWALK
d 1.5%
't. s.� t.�,� 1/2" N)R.
�-�.v. -� . . _.;��'�+y7".�� ':.�'�.v
VERTICAL WALL- ••.•
SEE DETAIL � ' _F.:_.�..�-! �• •�•S�.
3/8"(IN)PREMOLDED �
JOINT FILLER
ADJACENT TO CURB AND RAILING OR WALL �e�pN)
PREMOLDED
JOINT FILLER
FOR SIDE
. TREATMENT SIDEWALK BUFFER STRIP SIDEWALK ADJACENT TO WALL DETAIL
�F (SEE NOTE 10)
SIDEWALK
SECTIONS 1!2"(IN)R.
� RYP�) FOR CURB DETAILS
a �'S�' _� 1.5%MIN. SEE STD PllW 101 i
..t. .,i� __--__
., .. ; ..• :1. •
��--� -�-�-� ����/�v� .\ '% . � BROOMEDFINISH
� r�'M`";"� t•� � OR MATCH EXISTING
�` • i.�' � 4"WIDE.SMOOTH
� 5 � TROWELED PER�METER
FINISHED GRADE i"(IN)BELOW TOP OF CONCRETE ON O� � �
SURFACE FOR PLANTING^FLUSH IP PAVED �
�O�� fj�' CEMENT CANCRETE CURB
ADJACENT TO BUFFER STRIP O ~ (CURB AND GUTTER SHOWN)
FOR CURB DEfA1LS
` 5�,Q� / SEE STO PLAN 101.
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NOTES �
1. Four feet of the sidewalk width shall
� � � �
be the minimum pedestrian CONTRACTION JOIM . • •• '.�B',
INSI�EWALKONLY �►�
awessible route caaa;free of vertical , •� �• ro '
and horizontal obstructions.Gratings, • .►''�• �' ,',
Access Covers,Jundion Boxes, FULL-DEPTH EXPANSION JOINT IN BOTH
Cable Vaults,Pull Boxes and other � CURB AND SIDEWALK(SEE STD VIAN 301.1)
appurtenances within the sidewalk `r�a�c �s" C CONTRACTION JOWT
must be flush with surface,and match �-v�
grade of the sidewalk. � JOINT AND FINISH
� DETAIL , � ��,, .� .
2.Monolithic Cement Concrete Curb and � •�' ,�� ��r0�.•
Sidewalk is not permitted in new For other referenced NOTES see �.! �� �p
construction.When replacement work STD PLAN 104.2. •�'
necessitates a Monolithic Cement PREMOLDE �I'
Concrete Curb build per WSDOT JOINT FILLER
Srandard Plan F-3o.10-03. Paved surfaces must comply with
STD PLAN 102.1 as appiicable. E FULL-DEPTH
3. Concrete to be 4,000 PSt. EXPANSION JOINT
3TD. PLAN - 102
� PUBLIC WORKS CEMENT CONCRETE ,�,f_�,�-,,,�1;;-
� DEPARTMENT SIDEWAL.K �, q
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