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SAWED GROOVE WIDTH
<br /> 3/16" MIN, 5/16" MAX
<br /> SEE WSDOT STD SPEC 5-05.3(8)C
<br /> SAWED GROOVE
<br /> WIDTH 3/16" MIN, 5/16n MAX
<br /> JOINT SEALANT � OVER MIDPOINT OF BAR � . �° � �
<br /> � . . . . . � . � ' �' .' ' •4 ' .a , , � . .on• :. a. �
<br /> SEE STD SPEC 5-05.3(8)B � � � �° � °� � � �� ��� a � �
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<br /> 3/4" X FULL DEPTH
<br /> PREMOLDED JOINT FILLER SEE NOTES 1 THRU 4
<br /> CONCRETE PAVEMENT CONCRETE PAVEMENT
<br /> ISOLATION JOINT DETAIL � CONTRAC�fION JOINT DETAIL 2 �SEALED CONSTRUCTION JOINT 3
<br /> NTS — NTS — NTS —
<br /> 3/8" ISOLATION CATCH BASIN FRAME
<br /> JOINT, TYP (2) #4 BARS AROUND
<br /> �,
<br /> ENTIRE STRUCTURE
<br /> 12 GRADE FLOWLINE NOTES:
<br /> 6� CONCRETE CURB M�N FLUSH TO GRATE
<br /> 1. WHERE REQUIRED, CONSTRUCT TRANSVERSE
<br /> � _
<br /> � � � A CONTRACTION JOINTS WITH EPDXY COATED,
<br /> �- � , .�`d �' � _ GRADE 60 SMOOTH, DOWEL BARS SIZE 1.25" X
<br /> m `� .�a ' / � 18" � 12" OC PER WSDOT STD SPEC 5-05,
<br /> o . � a. ..� . � a , o — ———— — —— — — 2 HOOPS 4 BARS AROUND
<br /> .. . d:'a • a — — f
<br /> `/ � � EDGE OF STRUCTURE E TIRE STR CTURE AND WSDOT STANDARD PLANS.
<br /> � d . . .
<br /> '< SIDE VIEW ' �d a o � . a' d�' ' . . . .
<br /> BELOW GRADE
<br /> � : . ". �: � .�a .�<.. j � z 2. DOWEL BARS SHALL HAVE A PARTWG
<br /> ° e � r � � / COLD JOINT ISOLATION PREMOLDED � FRAME AND GRATE COMPOUND, SUCH AS CURING COMPOUND,
<br /> � �/� JOINT JOINT SEALANT �, GREASE OR OTHER APPROVED EQUAL, APPLIED
<br /> m N � � TO THEM PRIOR TO PLACEMENT.
<br /> 0
<br /> � CONCRETE EINFORCING BAR
<br /> " PAVEMENT 3. LONGITUDINAL CONTRACTION JOINTS FOR
<br /> � � PAVEMENTIN BUS PARKING AREA NOTED FOR
<br /> �� GUTTER JOINTING AT STRUCTURES � TIE BARS SHALL BE #5 DEFORMED TIE BARS,
<br /> � � �2» � GRADE 40 OR H(GHER, 30n LONG � 16" OC.
<br /> � � TOP OF CURB MIN 3/8" ISOLATION 4. DOWEL BARS SHALL NOT BE PLACED WITHIN
<br /> =X �'_2" JOINT WITH PREMOLDED �
<br /> �' ADJACENT — - z JOINT FILLER 12 OF THE EDGE OF PAVEMENT. TIE BARS
<br /> �_ � � � �� °� � �a JOINTING � � SHALL NOT BE PLACED WITHIN 18" OF THE
<br /> � � �� � .a� ° �� �� ° � � � � � .�. � �.� . �� SECTION A EDGE OF PAVEMENT.
<br /> �� . � ` :; � . PER PLAN
<br /> � m . ; . . � . .d��. . '°'�l � � e
<br /> � � BACK VIEW �: .� °�� � 4. <. ...4. . � a .. .
<br /> 5. CONSTRUCTION JOINTS SHALL BE
<br /> o � �°�a ' � .� � � :. � °�� � �� �a��� � � CONSTRUCTED PER THIS DETAIL EXCEPT THAT
<br /> U N � � .`:�.�a_ ��� .<� �° �� ° ��< �� .�.�.e �.°. COLD JOINT (2) #4 BARS AROUND FORMS SHALL BE USED TO CREATE A SMOOTH
<br /> � � ' ISOLATION
<br /> � � �' �/,�/� � � � � � JOINT ENTIRE STRUCTURE VERTICAL PAVEMENT PANEL EDGE.
<br /> � �
<br /> �o �' � #3 � 30" OC EDGE OF STRUCTURE
<br /> � � REINFORCING BAR BELOW GRADE
<br /> � , a
<br /> ox '
<br /> �� CONCRETE
<br /> �
<br /> o �-
<br /> PAVEMENT CONCRETE JOINTING AT STRUCTURES
<br /> �
<br /> O Y
<br /> CO W
<br /> /�
<br /> Q
<br /> N m
<br /> � PORTLAND CEMENT �ONCRETE CURB 4 CONCRETE JOINTING AT STRUCTURES s
<br /> m
<br /> 0
<br /> �
<br /> �
<br /> �
<br /> � NTS — NTS —
<br /> w
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<br /> UQ � � � � � � � � � � �
<br /> � m
<br /> O I
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<br /> m DRAWN BY DESIGNED BY s �E1� MCOB PAVEMENT RENOVATION AND REPLACEMENT sHEET
<br /> �o CHE KED BY APP OV D BY �`�'y���� ��SN1��o��' � ° ° � 7000�7100 HARDESON ROAD, EVERETT, WASHINGTON
<br /> � - � ��1#�� �°'�� I� .��
<br /> N � LAW RJL �� � .�� ' � �srr�rs� � �'
<br /> � — oATE PAVING
<br /> � 0 3/19/18 �o ��'C Eg�'� �'4 Seattle,WA 98101 7100 Hardeson Road
<br /> � � 3�19�18 KJH LAW RJL CONFORMED SET �° ,��,5 IST9 1� 1601 5th Avenue,suite ssoo D E TA I LS
<br /> °' SIONAL ���' Everett, Washington 98203
<br /> � � - Zo6.622.ss22 66 OF 121
<br /> o � N0. DATE BY CHD. APPR. REVISION J 0 B No. : 1600557 www.kpff.com (425) 348-2312 Fax (425) 438-6141
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