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CONCRETE PAVEMENT GENERAL NOTES:
<br /> #5 BAR CONTINUOUS 1 . MATERIALS AND CONSTRUCTION OF THE PROJECT SHALL COMPLY WITH
<br /> 3/4" CHAMFER THE REQUIREMENTS OF CURRENT EDITIONS OF CITY OF EVERETT
<br /> DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS FOR
<br /> � DEVELOPMENT AND WSDOT STANDARD SPECIFICATIONS FOR ROADS,
<br /> � N ��:. �. : : N BRIDGE, AND MUNICIPAL CONSTRUCTION. � �
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<br /> A. CRUSHED SURFACING TOP COURSE (CSTC): WSDOT STANDARD
<br /> ������!�����!��,���������:�:�� ; '.;.: :: ;. PAVING MATERIAL Q w
<br /> ' SPECIFICATION SECTION 9-03.9(3)
<br /> � �4 � 24 OC � .': :<:.''". ;�~ z = VARIES
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<br /> i i�i�i�i�i���i�� � :'..° :�: � ��..: � r=- 8 THICK ( BC): WSDOT STANDARD o
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<br /> 1/4" RADIUS SPECIFICATIONS SECTION 9-03.9{3) �
<br /> EARTHEN ��'�� ������ �:� ;� ;:��.;�: '_. BASE STONE ��� �W EDGES, TYP
<br /> �
<br /> COMPACTED �: _'� ' � � �'�` U' VARIES, SEE PLAN —� .� < : .e. �:4 � °� � � � � � � a : � � 9v -<� ��< C. PORTLAND CEMENT: TYPE II IN ACCORDANCE WITH WSDOT �
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<br /> BACK FILL :: �<;' : � z Q � P : _ec .. `a4� ' .. ° ' .aaa ''� _ '
<br /> , � � „ CONCRETE . Q •° Q o-��' � a. a STANDARD SPECIFICATIONS SECTION 9-01 .
<br /> :a�: � 0 2 PAVEMENT Ob�0�0��0�0�0�0 O�O�O�O�O�O��O��O�O� .
<br /> #4 BAR CONT : �: � '•° ��, O Np o 0 0 0 0 0 o D. AGGREGATES FOR CEMENT CONCRETE: WSDOT STANDARD
<br /> ��� �� <:� '��� 111=111=111=111-
<br /> � . . . . i�i���������i i � �i�����i�i���������������� S P EC I FI CATI ON S S ECTI O N 9—03.
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<br /> PROPOSED � � � � � :�:: Q. ��4. ` ��� •° ��� •=�� �� `•-�:'� �:-���y :.:�. :�: � � � » E. CURING MATERIAL AND ADD MIXTURE: WSDOT STANDARD
<br /> SUBGRADE /\/\/\/\/\/ �. :.: :_..�::' �.' '. �: .:: �:: �: '` °: ., \/�/\/\ 7Y2 PORTLAND CEMENT CONCRETE
<br /> �i��i��i�ii��i�i � ' . '� � - ` r�ii��i��i SPECIFICATIONS SECTION 9-23.
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<br /> . � ��,�\, ��� ������,��,��,�� 6 CRUSHED SURFACING
<br /> BASE COURSE F. JOINT FILLER: WSDOT STANDARD SPECIFICATIONS SECTION
<br /> 8» #3 REBAR � 18" PREPARED SUBGRADE 9-04.1 .
<br /> EACH WAY G. JOINT SEALANT: SIKAFLEX 1 A. MATCH COLOR OF CONCRETE.
<br /> � 3. TIE BAR AND DOWL BAR: � .
<br /> 1 MONOLITHIC CONCRETE CURB 2 CONCRETE DOLLY PAD 3 IYPICAL SECTION—CONCRETE PAVEMENT A. TIE BAR: GRADE 6o DEFORMED BILLET STEEL BARS. }
<br /> - - NOT TO SCALE - - NOT TO SCALE - - NOT TO SCALE CORROSION RESISTA�NT, PER WSDOT STANDARD SPECIFICATIONS m -
<br /> SECTION 9-07.6. SIZE AS SHOWN ON WSDOT STANDARD PLAN W
<br /> A-40.10-02. Q
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<br /> B. DOWL BAR: GRADE 60, CORROSION RESISTANT, PER WSDOT Z
<br /> STANDARD SPECIFICATIONS SECTION 9-07.5(2}. StZE AS SHOWN
<br /> VARIES ON WSDOT STANDARD PLAN A-4�. 10-03.
<br /> 3" ASPHALT 4Z�G c. Y�
<br /> PAVEMENT 1/4" RADIUS 4. CEMENT CONCRETE MIX: ��o�wAs�l�
<br /> EDGES, TYP
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<br /> A. CONCRETE PAVEMENT: PER WSDOT STANDARD SPECIFICATIONS �'�
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<br /> 0 0 0 0 0 0 0 0 0 o Q o 0 0 0 0 0 0 0 0 0 0 0 _ � � � - °� , � - $ �� � d JOINT SEALANT SECTION 5-05.3(1 ). COMPRESSIVE STRENGTH AT 28 DAYS:
<br /> °�°0°0°0°�°� 0°�°�°�°�°�°�°�°�° . . �. � . . . . a 4,000 PSI MINIMUM. AIR ENTRAINED. �d�o 3sass o �,w4'
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<br /> '���\�j��i��i��i\�i ./i /�\ \�i\�i\�i��i��i�\,�\,�\,�� •�\�\���\;��� 4" CEMENT CONCRETE WALKWAY,
<br /> Y4" RADIUS EDGES CONC SLAB DAYS. SLUMP: 4 INCHES. AIR ENTRAINED. s�ff•�
<br /> 6" CRUSHED SURFACING COLOR PER LANDSCAPING
<br /> BASE COURSE 2" CRUSHED SURFACING . :. . , 5. FINISHING: p
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<br /> TOP COURSE `'�.�� � � ` - �
<br /> . . � .' .a . " . : , ' •_ � �.a . . a�
<br /> STRUCTURAL FILL AS REQUIRED A. CONCRETE PAVEMENT: MEDIUM BROOM AT RIGHT ANGLES TO � a
<br /> PREPARED SUBGRADE TRAFFIC PATTERN. � �
<br /> � PREPARED SUBGRADE � _ � �
<br /> B. CONCRETE SIDEWALK: LIGHT BROOM IN A TRANSVERSE �
<br /> DIRECTION. � N o
<br /> TYP I CAL S ECTI O N � 3 �
<br /> 4 TYPICAL SECTION—ASPHALT PAVEMENT 5 CEMENT CONCRETE SIDEWALK 6 TYPICAL CONTROL JOINT—SIDEWALK c. APPLY ONE COAT OF L&M w-2 WHITE PIGMENTED SEALER TO � � N �
<br /> CONCRETE PAVEMENT. " �
<br /> - - NOT TO SCALE - - NOT TO SCALE — NOT TO SCALE ^ `` 4
<br /> 6. FIELD SAMPLES (MOCK—UP}: PROVIDE ONE FULL SIZE PANEL OF EACH
<br /> CONCRETE TYPE, COL.OR, AND FINISH FOR OWNER REVIEW AND
<br /> APPROVAL PRIOR TO CONSTRUCTION. APPROVED FINISH PANEL MAY BE �
<br /> INCORPORATED INTO WORK.
<br /> .
<br /> . CONCRETE 2 CONCRETE 2 7. ASPHALT PAVING:
<br /> JOINT SEALANT DOLLY PAD FACE OF ASPHALT DOLLY PAD �
<br /> CONC SLAB FACE OF ASPHALT C5.2 C5.2 CURB C5.2 C5.2 A. HOT MIX ASPHALT (HMA): HMA CL � —INCH, PG 58-22, PER �
<br /> CURB VVSDOT STANDARD SPECIFICATIONS SECTION 5-04.2.
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<br /> . �� . TACK COAT: CSS—
<br /> � - . . .� . SECTION 9-02. �
<br /> JOINT FILLER :. . . , . : .. .. : _ . ... : . �� . .
<br /> 50,_�,� . � 30'-0" .. � . . . . . . .
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<br /> 7 TYPICAL EXPANSION JOINT—SIDEWALK 4" STRIPING .. . "� : � .. 4�� STRIPING �: � . �. .
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<br /> � D�S LKJ SHEET NO.
<br /> � Know what�s below. �R• PAH
<br /> C11� before you dig. °H• HNK C5•2 �
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<br /> F.B.
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<br /> � NOTE: MAY 9 2017 ��
<br /> DATE
<br /> ;
<br /> EARLY SITE GRADI NG PERM IT SET Ao��UST�SCALES�A CORDINGLY" NOE `Z�ZO16.oa8
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