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<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.
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<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 ,
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<br /> � a.� D*. ENLARGEIvIENT •
<br /> � �F CAULKED JOINT{NTS) 1Q 20 25
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<br /> .°- � IF SHEET IS LESS THAN 22x34
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<br /> � � REDUCE SCALES ACCQRDINGLY
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<br /> 3 PROJECT ENGINEER: SCALE:
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<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 � � ' `
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