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DOWELED CONTRACTION OR �E G E�l D
<br /> VARIES CONSTRUCTION JOINT
<br /> SEE ENLARGED
<br /> PLAN-PAVING PLAN FOR �
<br /> LOCATIONS
<br /> , c� ` �
<br /> CONSTRUCTION OR . < ,
<br /> CONTRACTION JOINT � ° , ! , , ' , :`
<br /> -� ` 5" ACP 2" ACP
<br /> DOWEL BAR, TYP. =
<br /> ' : ` : � _ � ° (SPEC SECTION 02743) (SPEC SECTION 02743)
<br /> 8" OR 13" PORTLAND CEMENT CONCRETE ' - � ` - < 4" CRUSHED AGGREGATE
<br /> � - � , � � �
<br /> (SPEC SECTION 02754)
<br /> — 6" CRUSHED AGGREGATE BASE BASE COURSE
<br /> 3" CLR, TYP. COURSE (SPEC SECTION 02724)
<br /> (SPEC SECTION 02724) ' : '' 8„ GRAVEL BASE
<br /> � � � � � �� SEE SCHEDULE FOR �� ��� �� ���� ��" �� � �� � �.:�. / � �_� � � �. �� WSDOT SPEC DIV 4 - - �
<br /> , �� � � „ ���� � �;.
<br /> " 6" CRUSHED AGGREGATE BASE COURSE FOR 13" PCCP BAR SIZE : �, ; , 14 GRAVEL BASE l ;, �l % �' GRAVEL BASE, MATERIALS
<br /> �. �
<br /> �� � � � `� � � � (WSDOT SPEC DIV 4 - � � = = � ` � �� 9.03.10)
<br /> � � �� 11 " CRUSHED AGGREGATE BASE COURSE FOR 8" PCCP ��� , l� ,� � �'
<br /> �- _ ; -
<br /> ,.
<br /> �� � � � � (SPEC SECTION 02724) . � �; , ,, � _ � " GRAVEL BASE, MATERIALS ` '� `� � � `� � ���, � GEOTEXTILE FABRIC (SPEC SECTION
<br /> �
<br /> � �
<br /> � � � � � ✓� � � � �✓��' ✓���:. 9.03.10) 02300)
<br /> � � �� � � �� - � �� �� �-r �,/� � � , :
<br /> GEOTEXTILE FABRIC (SPEC SECTION
<br /> - � GEOTEXTILE FABRIC SPEC SECTION � ' � ��'/ ���
<br /> , ��, � �, � �
<br /> 02300) DES GNATION THPCKNESST t REINFORCING CLEARANCE "C" , �� ✓� 02300) ( /
<br /> �� � ,���� ��� COMPACTED SUBGRADE
<br /> �
<br /> � � /�-= �,�� </� � T SPEC SECTION 02300)
<br /> ';���, ��'�` ��� COMPACTED SUBGRADE R�8 8" #4 � 12" E.W. TOP 2" ��
<br /> SPEC SECTION 02300 � �� � �� '� � COMPACTED SUBGRADE G E � E RA� � OT E S
<br /> � � RJ SPEC SECTION 02300)
<br /> 13 13" �4 � 12" E.W. TOP & BOTTOM 2„ � � � �� / ' '�� � �,� �
<br /> � � \
<br /> ASPHA�T COf� CRETE �
<br /> CONCRETE PA�EMENT SECT01� � RE �IFORCED PA�IE�S SCHEDU �E 2 ASPHA�T PA�ING SECTION 3 SHOU �DER PA� NG SECTION 4
<br /> SCALE: NONE 453-37 C529 SCALE: NONE -- C529 SCALE: NONE C453-32, C453-37 C529 SCALE: NONE -- C529
<br /> 1/2" JOINT WIDENING SAWCUT
<br /> =� 1/4" GROUND BEVEL, 1YP.
<br /> � COMPRESSION JOINT SAWCUT
<br /> 7—
<br /> � �
<br /> REFERENC DRAW NGS
<br /> w N EXISTING JOINT
<br /> B OR C B OR C B OR B �R C � M \ " FULL DEPTH SAWCUT
<br /> O O � O O _ FULL DEPTH SAW CUT 12 MIN.
<br /> O O O O =
<br /> I �
<br /> I ~
<br /> z
<br /> 25' � .
<br /> w � � ` � � ' " "
<br /> a � WATER AND AIR BLAST ,
<br /> � EACH FACE PRIOR TO "
<br /> � APPLYING ADHESIVE
<br /> R13 SEE DETAIL 1 � LUBRICANT AND SEAL /�
<br /> 12.5' 12.5' o ��
<br /> 529 ~
<br /> -' TYPEOJOINT WITH
<br /> a
<br /> �
<br /> � DEFORMED DOWELS
<br /> = INITIAL SAW CUT
<br /> � � (NOT REQUIRED FOR
<br /> �
<br /> ;,� o CONSTRUCTION JOINTS)
<br /> �
<br /> �
<br /> v
<br /> UTILITY TRENCH
<br /> NOTES: � CO N STR U 0 f� f� OTES
<br /> 1 . SEE SHEET C530 FOR JOINT TYPE ( O ) FOR DETAILS. � 1 8"
<br /> 12'-6" TYP
<br /> 2. SEE ENLARGED PLAN - PAVING PLAN SHEETS FOR LOCATIONS
<br /> A�TERNATE JOINT SEA� MATERIA� FOR
<br /> COf� CRETE TRA�1STOf� SECTON 5 �O �IGITUDI �IA� OR TRANSVERSE JOINTS 6 CO �JCRETE PA�EMENT REPLACEMENT � .
<br /> SCALE: NONE — C529 SCALE: NONE — C529 SCALE: NONE 453-37 C529
<br /> FACE OF CURB
<br /> 1 '-0"
<br /> 6 1/2"
<br /> 1 8„ 5 ��2» � „ 1 R
<br /> »
<br /> - C537 1/2" R
<br /> 2,� 4,> 2" �
<br /> ASPHALT CURB TOP OF PAVEMENT
<br /> x
<br /> �
<br /> 4
<br /> - C529
<br /> � a
<br /> d-
<br /> 4 I
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<br /> :�. , ��\V � ���
<br /> ��,�, �' � � �.
<br /> � ASPHA�T CO CRETE CURB 8 CO �ICRETE CURB g
<br /> � OR REF� ERE �ICE O �I � Y � �
<br /> SCALE: NONE C450-44 C529 SCALE: NONE C453-50 C529 FACILITY DESIGN BY �E� DATE 12.13.16
<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE
<br /> - RECORD DRAWING HNTB/HAE HNTB/RHM 06.16.09 ACCEPTABILITY HNTB H EMMETT PAVING SECTIONS AND DETAILS
<br /> THIS DESIGN AND/OR
<br /> CHECKED 09 JUN 16
<br /> SPECIFICATION IS APPROVED HNTB A NAPIER SHEEf
<br /> A FLIGHTLINE 777X STALL MODIFICATIONS - PHASE 1 W4535737 CEI AH 12.13.16 BOE,��� TITLE 2008 FLIGHTLINE EXPANSION C529
<br /> APPROVED BY DEPT. DATE HNTB R MILLAR
<br /> CHECKED
<br /> HNTB W DeBOER 45'YD
<br /> APPROVED JOB N0. COMP N0.
<br /> HNTB J GRANT �
<br /> APPROVED CIVIL MASTER COL. X—X/X—X EVERETT, Wq °wc No. 45—YD—0529
<br />
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