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<br /> �; CEMENT CONCRETE
<br /> �, 1402 3rd Ave Suite 730
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<br /> SIDEWALK PER STAND
<br /> M DRAWINGS 306 Seattle, WA 98101
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<br /> - � � DRAWN BY
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<br /> 3/8" x FULL DEPTH EXPANSION
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<br /> JOINT EVERY 30', MATCH CURB. O O
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<br /> ' V-GROOVE
<br /> ' 1/4"DEEP
<br /> ' TYPE "A-1" CURB
<br /> 3/8" x 1-1/2" .
<br /> DUMMY JOINT AT SECTION
<br /> S,� 15' INTERVALS �°'^__
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<br /> PARKWAY(VARIES) SIDEWALK � �
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<br /> q� TYPE "A-1" CURB ; �/o � .
<br /> N PER BSTD 305A '
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<br /> ' 3/8" x 1-1/2" sT'Q/,o � � �
<br /> , 2" MIN CRUSHED TOP > �
<br /> DUMMY JOINT AT S, SURFACE COURSE � � •
<br /> 15' INTERVALS TyA � J
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<br /> � NOTES: Z LL1 J
<br /> � 1. EQUALS WIDTH OF DRIVEWAY AT PROPERTY LINE, U Q
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<br /> � 2. 3/8" WIDE FULL DEPTH EXPANSION JOINT. Q �
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<br /> � 3. FULL DEPTH EXPANSION JOINT IF IS 15' OR GREATER. ! Z
<br /> � COLD JOINT 4. DRIVEWAY TO BE SURFACE WITH ASPHALT OR CONCRETE. � W � i~— �
<br /> �- 5. DRIVEWAY CEMENT CONCRETE SHAL� BE A MIN OF 6" THICK AND IS TO BE PLACED ON A MINIMUM OF 2" � J W �
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<br /> � CRUSHED SURFACING TOP COURSE COMPACTED TO 95% MAXIMUM DENSITY. � � W �
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<br /> � 6. M A I N T A I N 1/2" L I P A T G U T T E R. , W
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<br /> � ' 3/8" x FULL DEPTH CURB AND �CEMENT CONCRETE DRIVEWAY DETAIL ____ — � Q W � W
<br /> �- EXPANSION JOINT GUTTER ` ��4��_ ��-o�� � � � O �
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<br /> �o EVERY 30' o W �
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<br /> 3 PROJECT NO.
<br /> C 51/2„ ���
<br /> -� TYPICAL SECTION (NTS) � 1908
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<br /> � � ISSUE DATE
<br /> °' � 2% 05/14/2019
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<br /> � CURRENT REVISION
<br /> = COLD JOINT
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<br /> I PERMIT
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<br /> � REVISIONS
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<br /> N "A-1" CURB AND - �
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<br /> .Y' GUTTER PER CEMENT CONCRETE � ° - �
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<br /> � STANDARD 305A SIDEWALK o- ° ° : ° a °� �
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<br /> ' ' 24" 2 REVISION 2 05/14/2019
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<br /> SYMBOL NQ' DESCRIPTION DATE
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<br /> �' ' TYPICAL SECTION KEY PLAN
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<br /> � NOTES
<br /> � 1. FORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED.
<br /> o ' 2" CRUSHED COURSE 2, DUMMY JOINTS SHALL BE PLACED ON 15 FOOT CENTERS. DUMMY JOINTS SHALL BE
<br /> � TOP SURFACE, 1/2"x1-1/2". i �
<br /> . � COMPACTED TO 5% 3. THRU JOINTS SHALL BE PLACED ADJACENT TO CATCH BASINS, INLETS AND AT POINT OF i
<br /> � DENSITY. TANGENCY ON STREET. ALLEY AND DRIVEWAY RETURNS. MAXIMUM SPACING SHALL BE 30
<br /> � FT. PRE-MOLDED JOINT FILLER SHALL BE 1/2" WIDE AND CONFORM TO ASSHTO DESIGN
<br /> � ' M213.
<br /> � NOTES o 0 4. ALL JOINTS SHALL BE CLEAN AND EDGED. s"EET"A"'E
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<br /> -� 1. SIDEWALKS SHALL BE A MINIMUM OF 4 THICK,AND SHALL BE CLASS 3000 CEMENT WITH CONCRETE (MIN 4.5/o, MAX 6.5/o) 5. CONCRETE SHALL BE CEMENT CONCRETE, c�ass s000. DETAI LS
<br /> �' 2. FULL EXPANSION JOINTS SHALL GENERALLY BE PLACED TO MATCH THOSE PLACED IN CURB AND GUTTER, WITH MAXIMUM SPACING OF 30 FEET, FINAL SPACING DETERMINATION 6. STEEL FORMS ONLY SHALL BE USED ON TANGENT SECTIONS. WOOD FORMS MAY BE USED
<br /> Q BE DECIDED BY THE INSPECTOR IN THE FIELD. ON CURVED SECTIONS.
<br /> ° 3. SUBGRADE SHALL BE COMPACTED TO NOT LESS THAN 95% OF MAXIMUM DENSITY 7. FINISH SHALL BE LIGHT BROOM FINISH. ' ' `�``� �'�'�''-``��=
<br /> � 8. THE FINISHED CURB SHALL BE SPRAYED WITH A TRANSPARENT CURING COMPOUND AND = ` �'`�'���� ���' �� :�
<br /> �� 4. SIDEWALK SHALL BE AT LEAST 6" THICK IN DRIVEWAYS AND BEHIND ROLL-CURB .
<br /> �' 5. THE FINISHED SIDEWALKS SHALL BE SPRAYED WITH A TRANSPARENT CURING COMPOUND COVERED WATERPROOF PAPER OR PLASTIC SHEETING IN THE EVENT OF RAIN OR COVERED BY WATERPROOF PAPER OR PLASTIC MEMBRANE IN THE EVENT OF RAIN OR
<br /> - � OTHER INCLEMENT WEATHER. CURING TIME SHALL BE FOR A MINIMUM OF 72 HOURS. OTHER UNSUITABLE WEATHER. CURING TIME SHALL BE MINIMUM OF 72 HOURS.
<br /> � 9. ALL CURB AND GUTTER SHALL BE PLACED ON A MIN OF 2" OF CRUSHED SURFACING TOP 2
<br /> � �' 6. ALL JOINTS SHALL BE CLEANED AND EDGED WITH AN EDGER HAVING A 1/4" RADIUS.
<br /> o � 7. SIDEWALKS ARE TYPICALLY 5'WIDE, EXCEPT 6' IN COMMERCIAL AREAS, OR AS APPROVED BY THE CITY ENGINEER. COURSE. '
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<br /> 10. DUMMY JOINT 1/2"x1-1/2" BETWEEN A-1 CURB AND GUTTER AND THE SIDEWAL .
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<br /> � � CEMENT CONCRETE CURB AND GUTTER TYPE "A-1" ' �'�
<br /> � �' �CEMENT CONCRETE SIDEWALK DETAIL C'
<br /> 1 1/2" = 1'-0"
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