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PORT ROW PORT ROW <br /> � <br /> 4'-0" 12'-0" 16'-0" A ROADWAY B � 12'-0" 4'-0" NOTES <br /> SIDEWALK LANDSCAPE DRIVE LANE DRIVE LANE TURN LANE m SIDEWALK <br /> BUFFER � � O CROSS SLOPE VARIES <br /> � � CURB TYPE VARIES, SEE PLAN C2.01 <br /> c� <br /> 0 o O2 THROUGH C2.08 FOR TYPE AND <br /> W I w LOCATION. <br /> � � CEMENT CONCRETE CURB, SEE CITY <br /> O3 OF EVERETT STANDARD PLAN 305C, <br /> CUT � �� O O � 2� G�� TYP E E-1 <br /> � _________ _________ F O4 AT GRADE PLAZA STREET <br /> F��' ��( <br /> `�� 2 2'I <br /> � 2 O5 PREPARED SUBGRADE <br /> , ► *SEE CITY OF EVERETT STANDARD DETAIL <br /> 4 0,33 � VARIES 2 0.17' 5 �'�� 2 0.33' 4 302 FOR ADDITIONAL REQUIREMENTS. <br /> 2 0.17' � 0.33' 0.33' � � 0.17' *SEE SHEET C2.09 FOR ADDITIONAL DETAILS. <br /> 1 2 <br /> � 2 0.33' 0.33' 2 VARIES 6 LEGEND <br /> PEDESTRIAN STREET 3 0.33' 0.33' 3 O HMA 1/2" Pc 64-22 <br /> 3 <br /> AUGNMENT STA 1 STA 2 A B C <br /> 14L 1+25.38 1+91.75 DRIVEWAY O2 CRUSHED SURFACING TOP COURSE <br /> 14L 1+91.�5 2+�6.s� �2' �2' �2' PEDESTRIAN STREET 3 <br /> 14L 2+76.81 3+02.47 12' TO 30' 12' 12' TO 30� EXAGGERATION=1 H:2V O3 CRUSHED SURFACING BASE COURSE <br /> O4 CEMENT CONCRETE SIDEWALK <br /> O5 CEMENT STREET SECTION, <br /> SEE SHEET C2.09 <br /> OSTRUCTURAL FILL <br /> OSEE LANDSCAPE DRAWINGS <br /> c.� <br /> � <br /> 0 <br /> r: <br /> � <br /> � PORT ROW PORT ROW <br /> � � <br /> � <br /> 0 <br /> � , „ , � ROADWAY > » > » <br /> � 4 -0 14 -0 A B 12 -0 4 -0 <br /> z SIDEWALK DRIVE LANE DRIVE LANE SIDEWALK <br /> � <br /> a <br /> � <br /> 0 <br /> 0 <br /> o I <br /> U <br /> Lc.l <br /> / <br /> m O O <br /> = C�T 2% 1°l0 2% G�� <br /> �� � .�.� -.�� ---_._ <br /> Q F��� F�<< <br /> , <br /> � �;� �1 " 2 <br /> W , I '� <br /> s 3 3 <br /> � <br /> � <br /> i <br /> z <br /> W Q 4 0.33' 2 0.17' 5 0.17' 2 0.33' 4 <br /> 0 <br /> � RAISED PLAZA STREET 2 0.��' S o.s�' o.s�' S o.��' 2 <br /> Z <br /> a <br /> Z AUGNMENT STA 1 STA 2 A B <br /> Z SDL 3+52.03 4+80.03 12' 12' 2 0.33' 0.33' 2 VARIES 6 <br /> a <br /> � 3 0.33' 0.33' 3 <br /> a. <br /> 3 <br /> t <br /> .- PLAZA STREET <br /> 0 <br /> o EXAGGERATION=1 H:2V <br /> 0 <br /> / <br /> � <br /> w <br /> � RECORD DRAWfN � <br /> W IF THIS DRAWING IS NOT 22"x34" SCALE ACCORDINGLY. <br /> O PROJECT ENGINEER: SCALE: <br /> � PORT OF EVERETT DWG. No. <br /> � PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY �. KEISER NOTED C1 . 1 1 <br /> � a PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE <br /> Q DESIGN�D BY: DATE: W AT E R F R 0 N T P LA C E C E N T R A L <br /> z � CONSTRUCTION OF THE DESiGN SHOWN ON THESE DRAWINGS. CIP No. 2-0-045-01, 6-8-001-06, <br /> � � O� O TM 1736 FouxthAvenue S.SuiteA WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, C. WIEST JUN. ZO�G <br /> V o � � � Seattle,Washington 98134 Q 9/��j/�$ JBK RECORD DRAWING THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF F I S H E R M A N ' S H A R B 0 R 6—$—O0�-07, 6—S—OO�—OS <br /> � � VERETT �NDUSTRY. DRAWWGS ARE FOR USE ON THIS PROJECT ONLY DRAWN BY: CHECKED eY: <br /> o �n P:206.624.1387 <br /> �� ENGINEERS, INC. ww�v.pndengineers.com �1 , 3/14/17 �BK SITE REVISI�IS AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN G. DEAN N. ALEXANDER NROOJECT PD-WP-2016-01 <br /> � o P.O. BOX 538 APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED R 0 A D W A Y T Y P I C A L S E C T I O N S <br /> N EVERETT, WA 98206 <br /> OQ 6/30/16 JBK ISSUED F� BID AND CONSTRUC110N IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT APPROVED BY: <br /> � Y (425) 259-3164 DIRECTLY OR INDIRECTLY TO PND. SHEET N0. 47 OF 195 <br /> N0. DATE BY REViSION <br />