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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 /> BRIDGE, AND MUNICIPAL CONSTRUCTION. •
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<br /> . ;/ // �/��/�//�\//�\//� ��'�° �4 T �
<br /> ��/��/��/��/��/��/��/ : d � . .. . 2. MATER IALS:
<br /> ;\/\/\/\/\/\/\/\ '.::::.: ' ':°�;:
<br /> /���/���/�\�/�\�/�\�/�\�/�\�/ •� � � w A. CRUSHED SURFACING TOP COURSE CSTC WSDOT STANDARD
<br /> j�//�///�//j//j//j//j//j:`.;:'�` �; ::�'��; PAVING MATERIAL a �
<br /> ���\��\��\�����\���\i\ �: ..� .::�,:. :, w
<br /> SPECIFICATION SECTION 9-03.9(3)
<br /> � #4 C� 24 OC °: :e.. .. . .. z =
<br /> � > �\ ...: . :° ( o � VARIES
<br /> i i��i��i��i�r�r�r�/� :.. ::�: . '- �' � W 8" THICK B. CRUSHED SURFACING BASE COURSE (CSBC): WSDOT STANDARD o
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<br /> SPECIFICATIONS SECTION 9-03.9 3 �
<br /> ---------- ----„ w 1/4 RAD I U S � �
<br /> EARTHEN ���� �• BASE STONE ��� � EDGES, TYP W
<br /> COMPACTED � c� � VARIES, SEE PLAN . - . .. �:a - • • • � a : � � ^°. -< < C. PORTLAND CEMENT: TYPE II IN ACCORDANCE WITH WSDOT �
<br /> BACK FILL � . O v� uu c.� C ZQ . ; .. - ' � � �°a `a �° �a°: .. . � _. . � � :'°a �� . a STANDARD SPECIFICATIONS SECTION 9-01 .
<br /> . . . . �� Q �- 2„ CONCRETE . :� ... �. . .- � :: .
<br /> , � � o PAVEMENT D�o�o�oDo�oDo� �o�oDoDoQoQ�o�o�o�o
<br /> #4 BAR CONT O O O O -�P o 00 0 0 0 0 0 0 0 0 0 0 0 0 o D. AGGREGATES FOR CEMENT CONCRETE: WSDOT STANDARD
<br /> . I I I—I I I I I I I ( I `�\�i\�j\��i\��i\�\i\��i\ ���� \��/\\�i�\��i\�i\�i\\��\��\��\��\���\/\�i����
<br /> �' SPECIFICATIONS SECTION 9-03.
<br /> �' ��"�....:. ��..':�.' .. , ' ' .' ` �., . '..�'9'.
<br /> PROPOSED \ \ \ \ \ '' 9 • a' • �,a '� ••� . • • ' y : '.,t!. \ � � » E. CURING MATERIAL AND ADD MIXTURE: WSDOT STANDARD
<br /> SU BGRADE /\/\/\/�/�/ �. :.; :.... ::` ,` -� �. ; :.: '` :�. a \/�/\/\ 7Y2 PORTLAN D CEM ENT CONCRETE
<br /> /i�//�//�//�/i�/ '' � �' ' , � �` /�//��/�// • SPECIFICATIONS SECTION 9-23.
<br /> \\���`��!����\!��\������\/�\/� \j��/%� %//�\�/j��/j�/j�/j�/j�/j�/j�/j��/i\���\ 6» C R U SH ED S U R FACI NG
<br /> � � ��'��� ��'��'��'��'��'�� F. JOINT FILLER: WSDOT STANDARD SPECIFICATIONS SECTION
<br /> BASE COURSE 9-04. 1 .
<br /> 8» #3 REBAR � 18" PREPARED SUBGRADE
<br /> EACH WAY G. JUINT 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 TYPICAL SECTION—CONCRETE PAVEMENT a. TIE BAR: GRADE 60, DEFORMED BILLET STEEL BARS. m �
<br /> - - NOT TO SCALE - - NOT TO SCALE - - NOT TO SCALE CORROSION RESISTANT, PER WSDOT STANDARD SPECIFICATIONS
<br /> � SECTION 9-07.6. SIZE AS SHOWN ON WSDOT STANDARD PLAN W
<br /> A-40. 10-02. o � -
<br /> B. DOWL BAR: GRADE 60, CORROSION RESISTANT, PER WSDOT Z
<br /> STANDARD SPECIFICATIONS SECTION 9-07.5(2). SIZE AS SHOWN
<br /> VARIES ON WSDOT STANDARD PLAN A-40.10-03.
<br /> 3" ASPHALT ���G C, y�
<br /> PAVEMENT 1/4" RADIUS 4. CEMENT CONCRETE MIX: o�����5�,,
<br /> EDGES, TYP ��' �`;��� �=',,
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<br /> � � � . .• : - d A. CONCRETE PAVEMENT: PER WSDOT STANDARD SPECIFICATIONS = ��'�''
<br /> �d ^ 9 •
<br /> � ' °' - ° }� ' � Q a � ' � JOINT SEALANT SECTION 5-05.3(1 ). COMPRESSIVE STRENGTH AT 28 DAYS:
<br /> O� O� O� O� O� O� O� O� O� O� O� O� O� O� O� 4,000 PSI MINIMUM. AIR ENTRAINED.
<br /> 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .
<br /> ����i\\j�\��\���\���\��� � �\�\�j�\�j�\�j�\���\���\i�\��\��\��\��\�i\�i���� �'
<br /> � ., �.,
<br /> "t'�' 39428 �'
<br /> „ �� �� B. CONCRETE SIDEWALK AND CURBS: MINIMUM 3,OOOPSI AT 28 ���''����fr�����Y�������
<br /> /�/�/�/�/�/�/� / /�/�/�/�/�/�/�/�/ / / / / TOOL J 01 NT Ys W x 1 D P `ss<<�:�,:L�: kti�' .
<br /> .�\ \ \ \ \ \ \ \ \ \ \ , \ \ \ \ \ -
<br /> ,�/�,�,�,�, ,� /�� �������,�,�\,�\,�\,�� �� ,�\,�\,�� 4 CEMENT CONCRETE WALKWAY, Y4 RADIUS EDGES CONC SLAB DAYS. SLUMP: 4 INCHES. AIR ENTRAINED.
<br /> 6" CRUSHED SURFACING COLOR PER LANDSCAPING �lr����
<br /> BASE COURSE 2" CRUSHED SURFACING :. , 5. FINISHING: o
<br /> TOP COURSE <,� . � <�.°. �. '� . :-' � ��.� ` e : � a ' ` �
<br /> A. CONCRETE PAVEMENT: MEDIUM BROOM AT RIGHT ANGLES TO �
<br /> STRUCTURAL FILL AS REQUIRED ;, o
<br /> PREPARED SUBGRADE
<br /> TRAFFIC PATTERN. � �
<br /> �
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<br /> PREPARED SUBGRAD B. CONCRETE SIDEWALK: LIGHT BROOM IN A TRANSVERSE � � �
<br /> � � �
<br /> DIRECTION. �, N !
<br /> TYP I CAL S ECTI 0 N � � �
<br /> 4 TYPICAL SECTION—ASPHALT PAVEMENT 5 CEMENT CONCRETE SIDEWALK 6 TYPICAL CONTROL JOINT—SIDEWALK c. APPLY ONE COAT OF ��M w-2 WHITE PIGMENTED SEALER TO � -� �
<br /> CONCRETE PAVEMENT.
<br /> � �
<br /> - - NOT TO SCALE - - NOT TO SCALE — NOT TO SCALE � �'-' � '
<br /> 6. FIELD SAMPLES (MOCK—UP): PROVIDE ONE FULL SIZE PANEL OF EACH
<br /> CONCRETE TYPE, COLOR, AND FINISH FOR OWNER REVIEW AND �
<br /> APPROV�AL PRIOR TO CONSTRUCTION. APPROVED FINISH PANEL MAY BE �
<br /> INCORP�RATED INTO WORK.
<br /> CONCRETE 2 CONCRETE 2 7. ASPHALT PAVING: �
<br /> JOINT SEALANT DOLLY PAD FACE OF ASPHALT DOLLY PAD �
<br /> CONC SLAB FACE OF C5.2 C5.2 �
<br /> � CURB ASPHALT CURB C5.2 C5.2 A. HOT MIX ASPHALT (HMA): HMA CL � —INCH, PG 58-22, PER �
<br /> WSDOT STANDARD SPECIFICATIONS SECTION 5-04.2.
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<br /> � . . . . . a . .a . : e.. _ ' .a .. . ' . � .
<br /> w ° �� � � ° ° °� � � ° � a� � � � a� �� a� a ` � `� � : . ; .�� . _. . B. TACK COAT: CSS-1 PER WSDOT STANDARD SPECIFICATIONS
<br /> Q � . � . �ECTION 9-02. �
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<br /> N J01NT FILLER � � " . : ' .. . .
<br /> � 50,_�„ 3p'-0" �. : '. . �.. � .
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<br /> % 7 TYPICAL EXPANSION JOINT—SIDEWALK 4" STRIPING _ :. . � � "� � 4�� STRIPING ' .
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<br /> � DAT� ��Z3 Z���"
<br /> � CITY OF EVERE7T REVIEWE�FOR PERMIT • �
<br /> %
<br /> % � � PAVING IS NOT PART 0 � THE PHASE 1 EARLY SITE � �
<br /> / SCALE AS SHOWN
<br /> � GRADING WORK . THIS DRAWING SHEET IS PROVIDED �OR DES. SHEETNo. .
<br /> � Know what's be�OW. LKJ _
<br /> �- PAVE M E NT S ECTI 0 N I N F�0 R MATI 0 N 0 N LY. CaII before you dig. �H: PAH C5 . 2
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<br /> F.B.
<br /> � ��I �� OF — SHEETS
<br /> � NOTE: I L DATE MAY 18, 2017
<br /> � PHASE 1 EARLY SITE GRADING PERMIT SET ADJ'USTDS�CAL S�A CORDINGLY" N'�E 212016.008
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