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SCORE LINE - SAWCUT OR TOOLED <br /> BUT ONE OR THE OTHER SHALL BE 4"t CEMENT CONCRETE <br /> USED ON ALL CONSTRUCTION JOINTS WWF, CONTINUOUS JOINT 3/8"t JOINT TYPICAL LOCAL EXISTING <br /> 2'x2' GRID, 3/8"WIDE BY 1/4" DEEP SIDEWALK 3000 PSI THRU JOINT SEALANT FILLER, FULL DEPTH ACCESS STREET SECTION GRAVEL <br /> 4x4 W4.0/4.0 <br /> ° a ° a ° WWF, TYP. ° a a a o (/� <br /> X �a� X � X �� X ��� � a Q a o 0 0 0 � w <br /> 4 ^ p p Q S � <br /> �� X �� �� xa� x p� �� � o � � � � � <br /> a <br /> /��/��/��/��/��/��/��j��j��/��j��j��j��j��j ��// a °a ° a 1 <br /> �\\/\\\/\\//��j//�j/��j/��j/��j���j/��j���j���j//\///\//�\\�\// 2„t CSTC ° <br /> /\/, �\ 2" CLR. <br /> SUITABLE TYP. <br /> BASE 1'-0" <br /> TYPICAL CEMENT CONCRETE SIDEWALK SECTION TYPICAL CONCRETE SIDEWALK CONSTRUCTION JOINT NEW HMA/TEMPORARY GRAVEL TRANSITION <br /> SCALE: 1/8" = 1 '-0" SCALE: 1/8" = 1 '-0" SCALE: 1/8" = 1'-0" <br /> NOTE: <br /> PROVIDE FULL DEPTH EXPANSION JOINT MINIMUM EVERY 30-FT AND DUMMY <br /> 3"t HMA CLASS JOINT MINIMUM EVERY 15-FT PER CITY OF EVERETT STANDARD DETAIL 306 <br /> 1/2" PG64-22 SAWCUT HMA 1/2" WIDE 3" DEEP. FILL <br /> 4"t CSTC WITH JOINT SEALANT FILLER PER WSDOT #4 BARS BOTH WAYS <br /> 3/8" JOINT - SAWCUT OR TOOLED STANDARD SPECIFICATIONS 5-05.3(8)B AT 12" O.C. TYP. <br /> WWF, CONTINUOUS D/4 BUT ONE OR THE OTHER SHALL BE <br /> THRU JOiNT USED ON ALL CONSTRUCTION JOINTS. TYPICAL LOCAL TYPICAL CONCRETE <br /> 4"t CSBC FILL WITH JOINT SEALANT FILLER PER WSDOT ACCESS STREET SECTION STREET SECTION <br /> STANDARD SPECIFICATIONS 5-05.3(8)B <br /> / / / /i,/�,/�./�./�,/�./�,/�,/i / / / / ° � ° a � ° <br /> // //�//�/� �,/i�// // / a a <br /> ��\\/�\ \\/� il 4 I� /� A d I� w a d O � O <br /> �� SUITABLE � � �O 1� ° a a ° ° o <br /> d <br /> BASE a °a ° a 1 ° _i <br /> � a a a a �� 3" CL EAR `- <br /> TYPICAL HMA STREET SECTIDN <br /> ° � MIN, TYP. <br /> SCALE: 1/8" = 1'-0" � � <br /> 1'-0" 1'-0" <br /> " � H TYPICAL <br /> 3 (2) 2 t HMA CLASS CONCRETE SIDEWALK CONTRACTION JOINT NEW HMA/NEW CONCRETE TRANSITION <br /> 0 <br /> 0 1 2" PG64-22 SCALE: 1 8" = 1'-0" �° � �° <br /> � SCALE: 1/8 = 1 —0 <br /> CV <br /> i' SAWCUT HMA 1/2" WIDE 1 1/2" DEEP. SAWCUT HMA 1/2" WIDE 1 1/2" DEEP. <br /> ° 4"t CSTC FILL WITH JOINT SEALANT FILLER PER WSDOT FILL WITH JOINT SEALANT FILLER PER WSDOT <br /> � STANDARD SPECIFICATIONS 5-05.3(8)B STANDARD SPECIFICATIONS 5-05.3(8)B <br /> � EXISTING VARIES <br /> � 4"t CSBC NEW HMA TYPICAL LOCAL EXISTING VARIES <br /> Q <br /> CONCRETE ACCESS STREET SECTION HMA <br /> � <br /> 0 <br /> a a <br /> o //�//\�///��j,./i,/i,/�,/�,/�,/�./�./�,/,,//��///�//// x .._:X _� X = <br /> w \�i` \,� a <br /> � �� �� SUITABLE °O 1 <br /> o NOTE: „ L- <br /> � MAX 2 HMA LIFT BASE 1 <br /> = A LT E R N AT E H M A ST R E ET S E CT I 0 N %%�'� '� '� "� "� �� �� �� '� '�%� I <br /> _ . I-----�,_°» <br /> Z SCALE. 1/8" — 1'-0" <br /> a NEW CONCRETE/EXISTING HMA TRANSITION NEW HMA/EXISTING HMA TRANSITION <br /> � <br /> � <br /> _ #4 BARS AT SCALE: 1/8" = 1 '-0" SCALE: 1/8" = 1'-0" <br /> � 12" O.C. TYP. 8"t CEMENT CONCRETE <br /> � a PAVEMENT 4000 PSI MIN. 4"t CONCRETE SIDEWALK 4x4 W4.0/4.0 <br /> o � Q � a a ° (f'c = 3000 PSI) WWF, TYP. ,. 1� MIN. <br /> o a <br /> SLOPE <br /> z ° ° � a <br /> Za ° � 0 4��t CSTC X � �� �( � Xa�.�� a <br /> c� a a. <br /> a <br /> Z Q a � <br /> ZQ 2» • 00 <br /> J <br /> °' 4»t CSBC /��/��/��/�/ /�/� i�/% � a CLR. ° <br /> � <br /> �� ,�\,�\/��\//�/�\ - � ,�\, <br /> � <br /> � \ \ \ \ \ \ \ \ \ \ \ \ \ \ SUITABLE �� �/���j'_p»/%/� » NOTE: <br /> \ \ \ �� .•��,�\�,�\ �\ \ \ \ \ \ \ \ \ \ <br /> o \//\/,\ � � �\/,\//�//\//\//\/�/� #4 REBAR (2) 2 t CSTC <br /> � ��`��� ��/��/�� �`� SUITABLE BASE <br /> CEMENT CONCRETE SIDEWALK CONTROL JOINT <br /> SPACING PER CITY OF EVERETT STANDARD <br /> � TYPICAL CONCRETE STREET SECT) BASE 2 PLAN 306. FOR ALL OTHER AREAS REFER TO <br /> � » �N NEW CEMENT CONCRETE SIDEWALK THICKENED EDGE� LANDSCAPE DRAWINGS. <br /> � SCALE: 1/8 = 1 -0 SCALE: 1/8" = 1 '-0" <br /> � IF THIS DRAWING IS NOT 22"x34" SCALE ACCORDINGLY. R E C O R D D R A W I N G <br /> 0 <br /> � PROJECT ENGINEER: SCALE: PORT OF EVERETT DWG. NO. <br /> o � PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY �. KEISER NOTED C�.O� <br /> a � PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE <br /> Z � CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. DEsicNED BY: oaTE: <br /> p cO O O `'"f 1736 Fourth Avenue S.Suite A � <br /> WHERE SPECIFICATIQNS ARE GENERAL OR NOT CALLED OUT, M. 0 CONNOR �UN. 2016 W AT E R F R 0 N T P LA C E C E N T R A L CIP No. 2-0-045-01, 6-8—OOl—O6, <br /> o � � � � Seattle,Washington 98134 Q g�15/18 JBK RECORD DRAWING THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF 7 <br /> ao % vERETT P:206.G24.1387 INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY DRAWN BY: CHECKED BY: F I S H E R M A N S H A R B 0 R 6-8—OO1-07, 6-5-001-08 <br /> � � ENGINEERS, INC. www.pndengineers.com Ol 3/14/17 JBK SITE REVISIONS AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN G. DEAN C. WIEST PROJECT <br /> � o P.O. BOX 538 Qp 6/30/16 JBK ISSUED FOR BID AND CONSTRUCTI�I NPANOVMANNE�R TH D WOULD' CONSTT UTESA� DEOTRIMENBE USED APPROVED BY: PAV I N G D ETA I LS ►vo. PD-WP-2016-01 <br /> �,j EVERETT, WA 98206 <br /> � Y (425) 259-3164 DIRECTLY OR INDIRECTLY TO PND. SHEET N0. 59 OF 195 <br /> N0. DATE BY REVISION <br />