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_ � i <br /> ' � .. �. . , , . <br /> , 1 2 3 4 5 <br /> � <br /> : 5 � � 1. ffNISM GRADE . Q : <br /> 2. PLANTING SOI� � 1. CONCRETE PAVEMEtVT PER WS�DOT 5-OS <br /> 3. EXTENT O�EXGAVATEOIV � a "' „° � 2: 6"CRUSHED SURFACING TOP COURSE PER WSDOT <br /> � �� . <br /> � �� 1 2 -_ 4. CEMENT CONCRETE SIIa�WALK PER 4 � � q_Q_ 9-03.9(3}CC7MPACTED 95°l0 ` I <br /> ' � 4 � � dd. A WSQQ7 5-14 � � . � � � 3. 9590 CdMPACTED ENGINEERED FIL� � ��.. . � . <br /> `t �o .. � . � 5. 95%C(?MPAC7ED Sl16GRADE OR 6° . � � ' . � N . 4. `=6 X 6 WWM, PER WSDOT STD SPEC <br /> � ° a . . � `0¢ I = �RUSHEQ SUEiFACING TOP CUURSE PER � . 4 . . t8�' � S. 6"THICK CONCRETE PAVEM�N7 <br /> . '� ° WSDOT 9-03.9(3)CQNIPACTED 95`I� . . <br /> . � -� � �-� � ` <br /> //// -1:�. MAX s. #�R�saR yo�iz.carv�r. � : <br /> �� ����� ` . � . . P� ... t� �P 6 � P 6 4 P P �e . . <br /> `�,� N C?TES: <br /> �' ��� / '�12° 4° A. INSTALL�"tiICKENEQ EDGE�N ALL EDGES ' <br /> � <br /> ' /r��,/ f,/f/ ��/`� OF PAVEMENT. � �`�, � � `��/' � , <br /> � /�� ,�'ti S, WSDOT STD SPEC=STANDAR ����,i��,% \'/ ���,/ <br /> SPEGIFICATIQNS FOR ROAD, BRIDGE& ��/��\,�`f�/� ��\�jf / ; <br /> MUNICIPAL CUNSTRUCf101�t, MUST � �����\,r��� , <br /> RECEN7 EL7ITIQN,WAS�tINGTON 57ATE <br /> � DEP"T. OF TRANSPQRTATION. � ' <br /> � <br /> GCtI�CRETE PAVEMENT 1/1/ITH THICKEI� ED EDGE CQ�ICR�TE PAV�ME�IT � <br /> � SCALE: 1" = 1'-0° ' � SC/�LE; 1 1/2" = 1'-0" : <br /> � �„ <br /> p/t�, � � � � 1, �" FELI`EXPANSION FIBER B�ARD CONTINUOUS FROM�fV� 101NT-SFACIIVG NOTES: <br /> � � y� � PAVEMENT EDGE A. C�NTRACTIDN 1QINTS T(J BE PLACED TO PRODUCE PANELS <br /> ; I � 2, 101NT SEALANT PER WSDpT STD SPEC 9-04.2,CO��t?R GRAY <br /> THAT ARE AS SQUARE AS POSSIBLE AfVD NEVER EXCEEDkNG A <br /> d � .$ � � : � . 3. BACKER ROD BEL(7W CAULKIiVG LENGTH T�WIDTH RATID d� 1-�.j2 T� 1 (SEE FIGIJRE 1 <br /> Q� . ' � � ' �Q� � '. 4. �4'"x 18"" COATED D�WEL,3b" q.C., PER WSDOT STD SPEC BELQIN). JUINTS TQ B�;SPACED AT D{STANCES EQUAL TD 24 <br /> o `. �. °. • .p 5-Q5.3(10j TQ 30�(MES THE SLAB THICKNESS AND AS INDICATE[� IN <br /> • . � ° �a 4��• � a • �. '�°� 5. SEALED TOOLED JOINT PER WSDOT STD SPEC 5-05.(8)C p�(y�, �pINT'SRAC�NG TMAT IS GREATER THAN 15 FT. . F <br /> � �' ' ' 6. 95%o CaMPACTED SUBGRADE OR 6'" IV11N.CRl1SHEQ REQUIRES 3HE USE OF LOAD TRANSFEft DE1fICE5 SUCH AS .'`� ' <br /> SURFACING TOP COURSE PER WSDOT 9-d3.9�3)COMPACTED DOWELS OR L7iAM�ND PLAf�TS. <br /> � � ���6 B. IF GONTRACTION JOINTS ARE TOC?LED THEY MAY�E TOC}LED <br /> ' � � 7. CONTRACTOR'S OPTIOiV TO�'OOL OR SAWCUT CONTRACTIC)N INT(?THE CO�ICfiETE SFJRFACE AT 7HE TIME OF PLACEt�iEEVT. „ <br /> � 101NTS, BUT OIVLY ONE OR THE OTNER QPTiON SHALL BE lQINTS MAY BE TO�LED INTO 7HE SIERFACE (FIRS`f PASS) <br /> , A.COfUTRACT(ON 101NT B. 15C?LATION JOINT: USE[3 FOR RLL CONTRACTIQN JOINTS. PRIOR 70 T}1E ONSET OF BLEEDING OR IMMEDIATELY WITH <br /> THE FIRST PASS�F THE FLQATING OPERATION. THE I.ONGER <br /> ' NQTES: THE �1RST PASS FQR 101tVTING IS DELAYED THE MORE <br /> A. ALL F�AN�TOQLEb JQINTS TQ HAVE BROOM FINISH. NC7 <br /> �* y�} '� " DIF�ICULT IT WILL 8E TC�SHAPE CLEAN STRAIGHT LINE JQINTS. <br /> SMC}C7TH TROWLE� PERIMETERS RERMITfED. <br /> ' � B. 1t4'SDQT S7D SPEC=STANDARD SPECIF[CATI�NS F+DR RQAD, TC70LE�1f71NTS T0� BE RE-ESTAB�ISHEQ WITN EACH r <br /> . BRIDGE$c MUf�tICIPAL CONSTRUCTiON, IWIOST RECENT SUCCESSlVE PASS�F FINISH(AtG UPERATIClNS. <br /> ' °� � � EDETIQIV,WASHINGTQN STATE DEPT,OF TRANSPQRTATi�N. <br /> . � . � � . � Q <br /> . � •Q•. 4'd . <br /> 4 . . . . . � Q . . . . . <br /> . . d � .. . � . � . � . . <br /> � .. . . .•.q' � d . . . . � �. ' <br /> . . . , • ' .p , � Q . . , <br /> . . • , q . ' .�• . . <br />. . . � . v � �� � . . . . . ' .. . <br /> � <br /> . � . . . � �� �}� � . . . . �i � ��� ' . . . <br /> �4�� ���� � FlGtJRE 1: JC}IN7 SRACIIUG IN FEET <br /> C.CONSTRUCTI�N JJIt�T( } MAXIMUM-SIZE MAXIMIJM-SIZE <br /> SLAB THiCKIUESS, IN. AGGREGATE LE�S THAI� AGGREGATE 3/4-1�t.A(VD <br /> . 3/4-iN. LARGER , <br /> �:� <br /> �$# -` �=�� <br /> 4 8 10 - <br /> . ��, <br /> � .a ' ^ ' 3 : 5 10 13 <br /> . ..� 4 . � . � <br /> � . ,a. �a. ° . 6 12 15 ' , <br /> � � . ��° ' � .. , 7 14 18 � <br /> � � ° .. ' '; 4 . .. <br /> � Q . � � . . , a.aa 8 16 2Q ', <br /> . a '. . <br /> � � '. 4 . ` . � . 9 1$ 23 <br /> � a.� D*. ENLARGEIvIENT • <br /> � �F CAULKED JOINT{NTS) 1Q 20 25 <br /> � A ' � . '� ; <br /> C3� , <br /> � PAV1N� Jt�I �JT� <br /> � 3 SCA��: 1„ � ��-o�� <br /> � <br /> � <br /> � <br /> 0 <br /> N <br /> , �� <br /> 3 <br /> � <br /> � , , <br /> I <br /> � .� <br /> I <br /> � <br /> .°- � IF SHEET IS LESS THAN 22x34 <br /> . � <br /> � � REDUCE SCALES ACCQRDINGLY <br /> a <br /> � ' <br /> 3 PROJECT ENGINEER: SCALE: <br /> ,. <br /> � <br /> -� Pt�!�T t�IF EV'E RETT °'�G. N°. <br /> L4.�3 <br /> , � CASC�►D� �c7 j��� E. scHn�iQT as r�oTEa <br /> . � <br /> �" QESI�N <br /> �, (� � � oE����� B�ia-r FEB. � g �o� � 1NAT E R F R 0 N T P LA� E C E N T R A L ��P �,o. � � <br /> a� '�,J�� � E C H � <br /> � CQL.I�a�t3RATlVE :- .s-8-oa� -o� <br /> � DRAWN BY: CHECKED ��: I N T E R I M P U B L I C 11�1 C � E ...i S <br /> "- ST^TE �F R. FINNEY L. CORRY PROJECT <br /> � LANG►5CAPE ARCHITEC'Tt1RE + URBAM DESI�GN ' <br /> wasHiNCTaN J E T T Y L A N D I N � I M P R �V E M E I� T S <br /> -� P,O. 8QX 538 � A,'� x'A 9(?1 V� ! ' � REGISTERED �'`�Q. <br /> o EVERETT, WA 982Q6 p �j,� y,, r ("''� <br /> 1402 3 Ave. St��@ � �8��, 2�1 9�1 6 I S S U E D F O R B I D & C O�I S T R U G T I O N sc�E cHirEcr APf'ROVED BY: PA-BL-2016-�� <br /> � ���5� 2�'J�-���4 ��� 6�E?�.71� I �����gn�.`011aii.COm RIC PAUL SCHMIDT � � F 1 � I �\ - <br /> N0. DATE BY REVISI�N N0. DATE BY REVISION GERTIFICATE N0. 273 �„J ` ..�J SHEET N0. � � UF � � ' ` <br /> � . <br /> , <br /> � <br /> ' . � � �� .. �� <br />