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3/8" JOINT WIDENING SAWCUT
<br /> 0.1 T
<br /> 2
<br /> 53 2 2 � 1/4" GROUND BEVEL, TYP.
<br /> 53 53 �
<br /> JOINT SEALANT (SILICONE)
<br /> , cv `v 0:'2T =
<br /> � F- H �
<br /> � , � � _ _ SAND BLAST, WATER
<br /> `��� ' �� � � w � �� � � BLAST, AND PRIME EACH ��
<br /> . cn
<br /> � �
<br /> - Z M FACE OF JOINT PRIOR TO 3/4 1/4" GROUND BEVEL, TYP. ,
<br /> � PLACING SEALANT � JOINT SEALANT
<br /> � � _
<br /> A DOWEL 5
<br /> TYPE SEE DETAIL 53 SLOPE 1 :4 ~ _
<br /> • � � BACKER ROD �
<br /> SAWCUT CONTRACTION JOINT O � �
<br /> �COMPASS ROSE ONLY) TYPEOO . Tl'PE E a �
<br /> � �
<br /> r� SAND BLAST, WATER �
<br /> DOWELED CONTRACTION JOINT KEYED CONSTRUCTION JOINT � BLAST, AND PRIME EACH
<br /> �COMPASS ROSE ONLY) � FACE OF JOINT PRIOR TO BACKER ROD
<br /> � PLACING SEALANT 3/4" WIDE EXPANSION
<br /> Q JOINT MATERIAL CAST IN
<br /> � PLACE FULL DEPTH OF
<br /> � PAVT. TYP
<br /> = INITIAL SAW CUT
<br /> EXISTING OR 2 NEW PCC ~ (NOT REQUIRED FOR
<br /> o CONSTRUCTION JOINTS)
<br /> PREVIOUSLY PLACED 53 PAVEMENT
<br /> PCC PAVEMENT �
<br /> U
<br /> � 1/2 DO EL
<br /> �- LENGT
<br /> E— — — —
<br /> DOWELS SHALL BE DRILLED AND SECURED
<br /> WITH FAST—SETTING EPDXY GROUT INTO DOWEL
<br /> CURED CONCRETE. EPDXY GROUT SHALL SEE DETAIL J
<br /> BE PRESSURE INJECTED TO BACK OF HOLE 53
<br /> AND oo,WEL INSERTED. DRILL HOLES SHALL LO N G ITU D i NAL 0 R TRAN SVERS E J 01 NT 2 EX PAN S I 0 N J 01 NT 3
<br /> BE 1/8 LARGER THAN DOWEL DIAMETER.
<br /> SAWCUT AND REMOVE EXISTING SCALE: NONE — C530 SCALE: NONE — C530
<br /> MALE KEY WAY IF PRESENT
<br /> (EXISTING PAVEMENTS ONLY)
<br /> TYPEO.
<br /> DOWELED CONSTRUCTION JOINT �
<br /> �
<br /> w
<br /> z
<br /> NO DOWEL BARS IN "DOG LEG" JOINT, TYP. Y
<br /> U
<br /> DOWEL BAR, TYP. �
<br /> m CONSTRUCTION JOINT OR
<br /> ' � CONTRACTION JOINT, SEE
<br /> ' ' � DETAIL 2 THIS SHEET
<br /> N
<br /> _ _ _ �
<br /> J-� : - �
<br /> , , i
<br /> _ < .,. .
<br /> ,_
<br /> L
<br /> . . ...., . , .
<br /> ,
<br /> ' , ;_ _ r � + - ,_ .
<br /> , , �
<br /> - - - � __ cn
<br /> EXISTING OR VARIES 5' MIN. � . Q
<br /> PROPOSED , � - `
<br /> _ >
<br /> � �— _ .__ _ r _.
<br /> CONCRETE 3 PROPOSED CONCRETE � _ � .- - .-- - --
<br /> PAVEMENT 53 PAVEMENT 5� 53 ° ' ; ` ` ` `
<br /> . _ ; , .__ . ��2
<br /> 53 _.
<br /> DOG LEG" JOINTS VARY DOWEL, PAINT AND GREASE
<br /> - <. , , 1' MIN — 5' MAX _ _ ONE HALF
<br /> . - ,. _ - oo ' , . � � #4 � 12„
<br /> � � � � . � � - . , ,
<br /> � , ,_ ' � `
<br /> , '. ,, , .. ` . ; , , � ___ ; EAC H WAY
<br /> � _ SOLID STEEL DOWEL
<br /> � .._
<br /> ' . ` � _ , � . ; � '_ , � PAVEMENT DOWEL DOWEL DOWEL
<br /> , � , ; -- t ; - N THICKNESS DIAMETER SPACING LENGTH
<br /> - . . .:... . . :. .. � __
<br /> � , , . _, � , , _ � E , _ � 8„ � „ �2„ 20„
<br /> . ..
<br /> 1 .5, , . _
<br /> ----,-- -- --
<br /> _. � ' � , � �
<br /> * TYPE B FLIGHTLINE STALLS, 13" 1 1/4" 12" 20"
<br /> � TYPE A AND E COMPASS ROSE ' '
<br /> TYPEO.
<br /> EXPANSION ' "!T
<br /> � VAR I ES 12.5'
<br /> JOINT TYPE DETAILS 1 ODD — SIZED PANE � REIN �ORCEMENT 4 DOWELS 5
<br /> SCALE: NONE C530 SCALE: NONE — C530 SCALE: NONE — C530
<br /> � OR R E � ER E �l CE ON � Y
<br /> FACILITY DESIGN BY CEI DATE 12.13.16
<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ACCEPTABILITY HNTB H EMMETT DATE SUBTITLE CURRENT REVISION SYMBOL — DATE
<br /> _ TB RHM 06.16.09 THIS DESIGN AND/OR HNTB A NAPIER CONCRETE PAVING DETAILS SHEEf 09 JUN 16
<br /> RECORD DRAWING HNTB/HAE HN / SPECIFICATION IS APPROVED
<br /> — FLIGHTLINE 777X STALL MODIFICATIONS — PHASE 1 W4535737 CEI AH 12.13.16 BOE,� ,� � APPROVED BY DEPT. DATE HNTB R MILLAR TITLE 2008 FLIGHTLINE EXPANSION C��O
<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—0530 .
<br />
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