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� — —� — — — �� � � �� — � � � � � �� � � � � � — <br /> DOWEIED CONTRACTION 0� <br /> VARIES CONSTRUCTION JOINT DETAILS APPLICABLE <br /> SEE ENLARGED PIAN-PAVING PLA <br /> FOR LOCATIONS TO THIS PROJECT <br /> CONSTRUCTION OR CONTRACTION � � � � � � � � °� � � � � � � � ' � ° � � �� � - �_ � � <br /> JOINT '� ° � - a ° � � a a � a _ a a� � , a <br /> � � <br /> ; � <br /> � _ � , � a - � < � � — 5" ACP 2" ACP <br /> DOWEL BAR, TYP. -° a .`" - � � � ` � � � _ � <br /> a a a ° � ° � a� ° °<, h. a ` 4 � a° ° � �� � - � (SPEC SECTION 02743) <br /> (SPEC SECTION Q2743) <br /> . 8", 13", OR 15'� PORTLAND CEh�ENT CONCRETE a � < `� �,,., c a - � � � � � �� ' � ' � ' , 4" CRUSHED AGGREGATE BASE <br /> �� � � � 6" CRUSHED AGGREGATE BASE COURSE COURSE <br /> ' _ V � 3" CLR, TYP. (SPEC SECTION 02724) (SPEC SECTION 02724) <br /> °.� <br /> � <br /> �� _�'�� �� � �� ��% ` 8" GRAVEL BASE <br /> ' � � SEE SCHEDULE FOR BAR �,-"� <br /> , , _� �� �J���;r-- <br /> , < a , ._ ° `_ „ �� �,��- �`��, � - � ,� � �,�J � ��� \ �:-���� � n��-�= (WSDOT SPEC DIV 4 - GRAVEL <br /> � �` � , <br /> ' C�� � �� L� i �[� ���� �_��, <br /> SIZE � � , � <br /> ` 6 CRUSHED AGGREGATE BASE COURSE FOR 13 AND 15 PCCP l�„�����i ��� � ;��,�J� %✓� 14 GRAVEL BASE �l ;�� �,�� _, O � <br /> _ ° � � `� � ��' � �"��!��/���U' i O��`�/� BASE MATERIALS 9.03.10 <br /> � ���� � °a �a � �� � � a � „ ,� � �-�� � ,: ��n,,, � � C� ���r � � � � ) <br /> 11 CRUSHED AGGREGATE BASE COURSE FOR 8 �<�;;��D�G� Jv�i;�G !% D , �'� �%� (WSDOT SPEC DN 4 - GRAVEL \��, ��������C����,��C�,� <br /> , �,, ��,�<,���v %�C�;�,�, ��,������c .,;r �a�-r�a �r, <br /> � � � U�����i����-, ��`��`�- BASE, MATERIALS 9.03.10) �������� u ��u�������- � <br /> � � � � �na�%�� ������� a ` >, � ��,�� ,� � �- � � > �/ �_ ��, GEOTEXTILE FABRIC (SPEC SECTION 02300) <br /> � <br /> ;^;�C�V,������--���)����� ���� ���`�� J� ��CC��:����iL,���� <br /> � � � � � � GEOTEXTILE FABRIC A ��� ���� ��C���D���� � <br /> > � �� � �� �� "�'' ���� <br /> � � � AREA PAVEMENT ������Cl���� �I� �� , � � ,� �'� ��/ % ��/, i;� <br /> p „ > �>� � - GEOTEXTILE FABRIC (SPEC SECTION 02300) � �/ /� �j''/ , � <br /> � DESIGNATION REINFORCING CLEARANCE C �I��`��I����j a ,�,,��'� �,, C-' ��� ��, � �� �:', �� , ��� �A� i �\i� . <br /> THICKNESS t ����,�, ���,� �� ,-����., � , � , �;� �, � , � COMPACTED SUBGRADE <br /> /JDi,,� ��. >� , �-� /J <br /> � � ,��� R� � ���-�� ���Gl�������V D�' SPEC SECTION 02300) <br /> � �`. COMPACTED SUBGRADE 8 g° #4 � 12" E.W. TOP 2" ��:;, ���.��,'��✓; �, �,CI��C�C <br /> ������ � `�� ��`�� � �����'����''�� COMPACTED SUBGRADE <br /> RJ ��- � ��.� ����-, � .��� ��,r _ ,�_ <br /> 13 13" �4 C� 12" E.W. TOP & BOTTOM 2" ; %/ �; � � :�, ;�i��, %/'� (SPEC SECTION 02300) <br /> `: ��.� 'i�� ��A <br /> ASPHALT CONCRETE <br /> CON � RETE PA�EMENT SECTION � REINFOR� ED PANELS SCHEDULE 2 ASPHALT PAi/ING SECTIOf� 3 SHOULDER PA�ING SECTI01� 4 � <br /> SCALE: NONE 453-37 C529 SCALE: NONE -- C529 SCALE: NONE C453-32, C453-37 C529 SCALE: NONE -- C529 <br /> — — — — — — � <br /> 1/2" JOINT WIDENING SAWCUT <br /> — — — — — — — — — — — — — <br /> B oR C O oR O B OR � OB oR C <br /> � O � 1 4" GROUND BEVEL TYP. <br /> O , <br /> O O � <br /> � DETAIL APPLICABLE TQ <br /> ( � COMPRESSION JOINT SAWCUT <br /> ( THIS PROJECT <br /> 25' �— <br /> _ <br /> � <br /> � �., EXISTING JOINT <br /> R13 SEE DETAIL � 12.5' 12.5' N r' i FULL DEPTH SAW CUT �2" M�N, FULL DEPTH SAWCUT <br /> 52 z � <br /> Y <br /> U <br /> 2 <br /> H <br /> � � ° o ' _ e <br /> Z �� � a� � � <br /> W a , , � ° <br /> � ` ` ° a a <br /> z °a Q �— WATER AND AIR BLAST EACH , , � d <br /> M � FACE PRIOR TO APPLYING ° r ° °� � <br /> �, a� � � <br /> � ADHESIVE LUBRICANT AND ° ° � ° U <br /> � SEAL <br /> 0 <br /> �- <br /> J <br /> Q <br /> NOTES: w�` TYPE C JOINT WITH <br /> � DEFORMED DOWELS <br /> 1. SEE SHEET C530 FOR JOINT TYPE ( X ) FOR DETAILS. a INITIAL SAW CUT <br /> � (NOT REQUIRED FOR <br /> 2. SEE ENLARGED PLAN - PAVING PLAN SHEETS FOR LOCATIONS �- <br /> � CONSTRUCTION JOINTS) <br /> CONCRETE TRANSITION SECTION 5 <br /> � SCALE: NONE — C529 UTILITY TRENCH <br /> — — — — — — — — — — — — — — — <br /> � ��$» <br /> 2'-11" 1"-0" 2 12'-6" TYP <br /> NEW 15�� PCCP C530 EXISTING 8�t PCCP ALTER NATE J 0 I NT S EAL MATER IAL FO R <br /> � <br /> LONGITUDINAL OR TRA�IS�ERSE JOINTS 6 CONCRETE PAVEMENT REPLACEMENT 7 <br /> ° ° - �, � � ° � , 8----- - G-� ° SCALE: NONE — C529 SCALE: NONE 453-37 C529 <br /> '� Q .. �� � � . a d a � 9 � o a a tl ° . . Q . .q . a ..�� . � o .e � a.a . .� _' 4 � � .` a R <br /> . . . . . a. 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NONE — C529 SCALE: NONE C450-44 C529 LASTING crea�ivAy�resW�s�rele�ionships <br /> SYM REV�SION BY APPROVED DATE SYM REYISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE <br /> � I-. ACCEPTABILITY HNTB H EMMEff <br /> - RECORD DRAWING HNTB/HAE HNTB/RHM 06.16.09 �1��oF "'Astif THIS DESIGN AND/OR H PAVING SECTIONS AND DETAILS — �s �uN os <br /> SPECIFICATION IS APPROVED HNTB A NAPIER SHEEf - <br /> A 777X STALL MODIFICATIONS - PHASE 2 W4535737 CEI AH 05.09.17 �O'�,��� ��P ;� APPROVED BY DEPT. DATE HNTB R MILLAR � 2008 FLIGHTLINE EXPANSION <br /> CHECK D C 5 2 9 <br /> HNTB W DeBOER 45 YD <br /> ,Q 45458 � �� A � JOB N0. COMP N0. <br /> � ��rsTER� � HNTB J GRANT <br /> �sSI��,AL���� APPROVED CIVIL MASTER COL. X—X/X—X EVERETT, Wq °wc No. 45—YD—0529 <br /> 5/9/2017 <br />