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PAVEMENT THICKENED EDGE WHERE ADJACENT TO PAVEMENT <br /> `.t.';:;:>::::;'c::,:,. a:. :c:;: ;::>;�,.z ;';;`.::;;;::">:. SAWCUT 1b��W x 1°DP <br /> �`� VARIES t/2" RADIUS EDGES TOP OF CONC REBAR / WWF JOINT SEALANT <br /> •��j%/%�%���,.���/%�%/%�j%/��/%/%�/%�%�%/% (PERFORM WITHIN 7 1/4" <br /> WWF 4x4 W3x3 CLR HRS. OF INITIAL SET) <br /> • 2" HOT MIXED ASPHALT _ _ _ _ �2%, UNO _ _ TYP __ __ _ _ _ _ <br /> ., • ' <br /> 4" CRUSHED SURFACING TOP COURSE '' �'� ;"� -`�'^��i'�'� � <br /> _. <br /> STRUCTURAL FIIL, DEPTH AS NECESSARY � � ������ �� <br /> TO MEET FINAL GRAOES 4" CEMENT CONCRETE SIDEWALK REBAR / WWF <br /> 2' CRUSHED SURFACING TOP COURSE CONTINUOUS THRU JOINT CONC SLAB C� JOINT FILLER <br /> PREPARED SU6GRADE PREPARED SUBGRADE �yp <br /> �z 2#4 <br /> TYPICAL DETAIL — <br /> �1� STANDARD ASPHALT PAVEMENT SECTION 2 CEMENT CONCRETE PAVEMENT WALKWAY 3 TYPICAL DETAIL — CONTRACTION JOINT 4 TYPICAL DETAIL — CONSTRUCTION JOINT <br /> C13.1 NOT TO SCALE C13.1 NOT TO SCALE C13.1 NOT TO SCALE <br /> C13.1 NOT TO SCALE <br /> � � . . � . HEAVY ASPHALT � � HEAVY.ASPHALT � <br /> PAVEMENT SECTION, SEE e PAVEMENT SECTION <br /> C 13.4 <br /> 1 ._ <br /> 0 0" <br /> PARKIN <br /> G LOT PAVEMENT <br /> CONCREfE U <br /> # <br /> 4 R <br /> EBAR I <br /> N PAVEMENT <br /> C RB <br /> CTR � 12" OC, EA WAY 2" <br /> CLR <br /> ADA RAMP PARKING LOT /�/�/�/� / /�/�j�/�/�/��j�/�j�/� _,OA� TYP <br /> PAVEMENT �//,�//.�//.� ��. .. ��/.�//.��/.��/.�//.�//,��/,�//.�//.��/.��/,� <br /> �0.0% � N a <br /> 3" HOT MIXED ASPHALT � a ,�, ��/��,�a��,�,\���i , � <br /> VARIES � <br /> 9° CRUSHED SURFACING BASE COURSE 6" CEMENT CONCRETE <br /> �� 8. STRUCTURAL FILL, DEPTH AS NECESSARY <br /> TO MEEf FINAL GRADES 4" CRUSHED SURFACING TOP COURSE <br /> 12" <br /> (2) #4 REBAR PREPARED SUBGRADE P PREPARED SUBGRADE <br /> TYPICAI. SECTION — <br /> 5 TYPICAL SECTION � ADA SIDEWALK 6 HEAVY ASPHALT PAVEMENT SECTION 7 CONCRETE SIDEWALK SUBJECTED TO VEHICLE TRAFFIC <br /> C13.1 NOT TO SCALE C13.1 NOT TO SCALE C13.1 NOT TO SCALE <br /> 20'-�" <br /> / 7'-0"f <br /> i��,�' . . I . <br /> i�� <br /> � � TOPPING SLAB 5/8"0 x 1'-6" <br /> NIC TIEBAR � 12' O.C. <br /> �i � 2^ <br /> ' \ JOINT __._ _ _ _ __ <br /> __. . CLR_ __ _ _ - __ _ -- <br /> 1.�:� �-- - - - - - - - -_-.- _ - - _ - - - - - -�,�...._ _ NP <br /> � :'` __....._ _--- -_— _,..�.. ,_ ___ . ___�_. . .__ <br /> _ ..:...: u' `,--------_----,` a s,��� -= �,-��-�-�r � oo n _� ._ � �, <br /> � <br /> EXIST CURB �` �'M���"��.�', a ^ \ ' <br /> & GUARDRAIL � � �,F✓ 6" CONCRETE PAVEMENT <br /> �--� i=� WITH #4 REBAR � 12" O.C., <br /> EXISTiNG f � � `� � 24" MID SLAB, EACH WAY <br /> CONCREfE DECK, � � � �� EXISTING DECK <br /> BULKHEAD AND ^� ,��i-� PAVEMENT I PREPARED SUBGR4DE <br /> � TIE BACK ' ��'� <br /> �' EXISTiNG DOWEL SLEEVE 4" CRUSHED SURFACING TOP COURSE <br /> ,� EPDXY TIEBAR <br /> y4 <br /> Y I ;�"�' NOTE: TRANSVERSE CONTRACTION OR CONSTRUCTION <br /> � ' <br /> � �� 3� - ------: ------- --------- - ----Z JOINTS SHALI MATCH ADJACENT EXISTING <br /> `� �: CONCRETE DECK PAVEMENT SPACWG AND <br /> � �`� LOCATION. <br /> 0 8 ESPLANADE PAVEMENT SECTION <br /> a C13.1 NOT TO SCALE <br /> i <br /> v <br /> 0 <br /> ! ` PRo�E�T��'NEER: S�A`E: pOR T O F E V E R E TT DWG. N0. <br /> � • � � � • � �N.KU � H. KUYPER AS NOTED C 1 3.4 <br /> a . O�pE'NAS C�F9 OESIGNED BY: DATE: <br /> a Or t O y ^� �= D.YE a,ucusr a, 2oos NORTH MARINA REDEVELOPMENT CIP N0. <br /> 728134th Street SW�Suite 200 � o�,wN�: �HE�KEo�: INFRASTRUCTURE PHASE 1 3-0-003-09 <br /> � Everett.Washin on 98204 �3/16/07 CONFORMED SEf ADDENDA 1-4 90 e��sr� �R` G. MENDENHA H. KUYPER PROJECT <br /> N P.O. BOX 538 � 8 PARKING LOT PAVING DETAILS No. PD—NM-2005-06 <br /> N EVERETT, wn sazos Ph: 425 741-3800 0 $�4/06 PERMIT APPROVA�/CONSTRUCTION 6�ONAL�y M o PROVED 6Y: <br /> __. <br /> O �425� 259-3164 JOB No. 21-04-015 N0. DATE � BY REVISION N0. DATE BY REVISION E%PIRES 03/03/09 � SHEET N0. ��Orj �F ��� . <br />