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16.60' 16.60' <br /> VARIES VARIES 12.00' VARIES VARIES 12.00' <br /> LIMITS OF SCORING (1) x EQ SPACING SCORING (4) C� 3.00' x EQ SPACING LIMITS OF SCORING (1) x EQ SPACING SCORING (4) � 3.00' x EQ SPACING <br /> CAP CURB PER L2.13 - NORTH/SOUTH PER L2.13 - NORTH/SOUTH CAP CURB PER L2.13 - NORTH/SOUTH PER L2.13 - NORTH/SOUTH <br /> BETWEEN TYPE 2 BETWEEN TYPE 2 CONCRETE BANDS BETWEEN TYPE 2 BETWEEN TYPE 2 CONCRETE BANDS <br /> CONCRETE BANDS TOP OF BACK OF CONCRETE BANDS TOP OF BACK OF <br /> TYPICAL CONCRETE WALK (TBW) TYPICAL CONCRETE 4"t CONCRETE 4X4 W4.OX4.0 WWF. �dALK (TBW) <br /> FACE OF WALK (FOW), SIDEWALK CONSTRUCTION 4"t CONCRETE 4X4 W4.OX4.0 WVI�. <br /> � FACE OF WALK (FOW), SIDEWALK CONSTRUCTION , <br /> MATCH EXISTING JOINT, SIDEWALK PER. TYP. CONCRETE 17.62 , TYP. SIDEWALK PER. TYP. CONCRETE 17.62 , TYP. <br /> C2.08, ALIGN , MATCH EXISTING JOINT, C2.08, ALIGN <br /> APPROX EL. 17.4f WITH UPPER CAP EDGE (f c = 3000 psi) SIDEWALK C2.09 � 1� MIN. SLOPE APPROX EL. 17.4f WITH UPPER CAP EDGE (f'c = 3000 psi) SIDEWALK C2.09 � 1% MIN. SLOPE <br /> f �- �X �X �X �X X �X �X �X �X X ��X �X � d- —x �X �X �X �X x �X �X �X �X X �X �X � <br /> 2„ � �,_�„ �� • °o ( 2„ 1,_0„ 1� • � <br /> � � � �� `� 1 00 �1 � <br /> CLR, TYP. � MIN. 1 _O CI.R, TYP. � MIN. <br /> , „ <br /> #4 REBAR (2) 1'-0" <br /> #4 REBAR (2) <br /> 4 STIRRUP <br /> EXISTING 3» � 18" O.C. EXISTING 3" �418T�R�RCP <br /> CONCRETE CAP CLR, TYP. CONCRETE CURB CLR, TYP. <br /> EXISTfNG 1 3/4" #4 REBAR T&B (4 TOTAL), 1 3/4" <br /> EXISTING #4 REBAR T&B (4 TOTAL), <br /> CONCRETE CAP 1,_O„ CONTINUOUS BARS W/ CONCRETE CAP �6„ CONTINUOUS BARS W/ <br /> 2'-0" MIN. LAP SPLlCES, 2'-0" MIN. LAP SPLICES, <br /> WHERE PRESENT CORE EXISTING EMBEDDED STAGGER SPLICES. TYP. 1'-0" STAGGER SPLICES. TYP. <br /> PVC PIPE TO ACCEPT 3/" DIA. DOWEL <br /> WHERE EXISTING PVC PIPE IS NOT PRESENT, <br /> CORE EXISTING CONCRETE CAP TO DEPTH OF <br /> 8" TO ACCEPT 3/" DIA. DOWEL. <br /> GREASE AND INSERT STEEL DOWEL FULL LENGTH NOTE: EAST/WEST SCOURING PER SHEET C2.17. NOTE: EAST/WEST SCOURING PER SHEET C2.17. <br /> q ESPLANADE CROSS SECTION TYPE 1 g ESPLANADE CROSS SECTION TYPE 2 <br /> C2.17 C2.17 <br /> � <br /> 3 <br /> � 16.60' <br /> � <br /> N <br /> U <br /> � VARIES VARIES 12.00' <br /> � LIMITS OF SCORING (1) x EQ SPACING SCORING (4) � 3.00' x EQ SPACING <br /> � CAP CURB PER L2.13 - NORTH/SOUTH PER L2.13 - NORTH/SOUTH <br /> Z DEMO BETWEEN TYPE 2 BETWEEN TYPE 2 CONCRETE BANDS <br /> � CONCRETE BANDS <br /> � TOP OF BACK OF <br /> Q TYPICAL CONCRETE 4"t CONCRETE WALK TBW <br /> o APPROX SIDEWALK CONSTRUCTION SIDEWAL.K 4X4 W4.OX4.0 WWF. 17.62'( TYP. <br /> � JOINT, C2.08, ALIGN PER. TYP. CONCRETE � <br /> � EL. 17.4f WITH UPPER CAP EDGE (f'c = 3000 psi) SIDEWALK C2.09 <br /> � � 1% MIN. SLOPE <br /> � � —x —x —x —x —x —x —x —x —x x —x x —x —x — <br /> a � <br /> = 2►� �,_�„ �� • o0 <br /> Q CLR, TYP. °O -�� MIN. � <br /> , ,> <br /> W #4 REBAR (2) � -� #4 BAR � 18" O.C. <br /> #4 STIRRUP JOINT 3/8"t JOINT <br /> N EXf STING 3" » BETWEEN ESPLANADE <br /> Z CONCRETE CURB CLR, TYP. 18 O.C. <br /> CONCRETE PANELS SEALANT FILLER, FULL DEPTH <br /> / G d a G C <br /> o EXISTING 1 3 4" <br /> #4 REBAR T&B (4 TOTAL), G a <br /> Z CONCRETE CAP �6„ CONTINUOUS BARS W/ " �— x— —x =x � <br /> a � <br /> Q 2 -0" M I N. L A P S P U C E S, G <br /> �' 1'-0" STAGGER SPLICES. TYP. ° °a � � �; <br /> z <br /> z <br /> Q 2" CLR. 6" <br /> J <br /> a TYP. TYP. <br /> U <br /> � <br /> i NOTE: EAST/WEST SCOURING PER SHEET C2.17. <br /> � <br /> 0 <br /> � <br /> 0 <br /> 0 <br /> W � ESPLANADE CROSS SECTION TYPE 3 TYPICAL CONCRETE ESPLANADE CONSTRUCTION JOINT <br /> � c2.�� <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 /> 0 o PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY T. BELSICK NOTED ��■ � � <br /> Z °- PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE O� <br /> CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. �Esi�NE� BY: DATE: W A T <br /> o � 0 � � 1�3�Fo�Avenue S.S�te A WH R E R F R 0 N T P A <br /> � <br /> E E SPEC�FICATIONS ARE GENERAL OR NOT CALLED OUT, C. CASTONA �UN. 2016 L C E C E N T R A L CIP ►vo. 2-0-045-01, 6-8-001-06, <br /> Q � � m Seattle,Washington 98134 THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF � 6-8-001-07 6-8-001-08 <br /> 00 % VERETT P:206.624.1387 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 � <br /> \ � ENGINEERS, INC. www.pndengineers.com �1 9/15/18 JBK RECORD DRAIMNG AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN D. McDONALD T. BELSICK PROJECT <br /> P.O. BOX 538 APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED E S P LA N A D E S U R FA C I N G D E TA I LS N�• PD-WP-2016-01 <br /> �j EVERETT, WA 98206 �O 5�Z�1� JBK NEW SHT - LANDSCAPE REUISIONS 1 IN ANY MANNER THAT WOULD CQNSTITUTE A DETRIMENT APPROVED BY: <br /> DIRECTLY OR INDIRECTLY TO PND. SHEET N0. 66.2 OF 195 <br /> � Y (425) 259-3164 N0. DATE BY REVISION <br />