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NOTES <br /> OCROSS SLOPE VARIES <br /> CURB TYPE VARIES, SEE PLAN C2.01 <br /> O2 THROUGH C2.08 FOR TYPE AND <br /> LOCATION. <br /> *SEE CITY OF EVERETT STANDARD DETAIL <br /> PORT ROW PORT ROW 302 FOR ADDITIONAL REQUIREMENTS. <br /> � *SEE SHEET C2.09 FOR ADDITIONAL DETAILS. <br /> 4,_�>, $�_�» 5,_6„ A ROADWAY B �>_�„ �>_�,� 4,_�„ <br /> SIDEWALK LANDSCAPE DRIVE LANE DRIVE LANE LANDSCAPE SiDEWALK <br /> BUFFER � � BUFF�R LEGEND <br /> � � <br /> o I o O HMA 1/2" PG 64-22 <br /> c�� � �-%- Q OO OO Q � 2--� G�� 2 CRUSHED SURFACING TOP COURSE <br /> i._ O <br /> � � <br /> ����,, ---------- ---------�►. F�� <br /> �:� 2.• � 3 CRUSHED SURFACING BASE COURSE <br /> � o <br /> 4 0.33' 2 , , 2 4 CEMENT CONCRETE SIDEWALK <br /> .17 O <br /> 2 0 0.17 2 <br /> GENERAL CIRCULATION 1 ����' o <br /> 2 � 0.25' 0.25' � 2 <br /> AUGNMENT STA 1 STA 2 A B <br /> MSL 7+94.83 8+43.00 DRIVEWAY 0.33' 0.33' <br /> MSL 8+43.00 9+33.73 12' 12' 2 <br /> MSL 9+33.73 10+07.64 INTERSECTION 3 0.33' 0. <br /> MSL 11+72.32 12+02.75 12' 12' <br /> MSL 12+02.75 12+79.52 INTERSECTION <br /> GENERAL CIRCU ION <br /> EXAGGERATION=1 H:2 <br /> 3 <br /> 0 <br /> oi <br /> O <br /> � <br /> U <br /> 1 <br /> co <br /> � <br /> 0 <br /> � <br /> � <br /> % <br /> c9 <br /> � POR <br /> PORT ROW <br /> Q � <br /> � <br /> 0 <br /> 0 4,To>, $,_ q B ROADWAY � �,_�>, $,_�„ 4,_�» <br /> � SIDEWAL ARALLEL DRIVE LANE DRIVE LANE LANDSCAPE SIDEWALK <br /> � � PARKING � BUFFER <br /> m V U <br /> � <br /> _ � O <br /> Q cUT 1% ¢ O � � _1� 2� G�� <br /> c __._ � ¢ <br /> LL -F-------- -----•- ,l" <br /> _ �\�� . . . /�\ <br /> � n•1 2'1 <br /> / �� <br /> Z <br /> W 4 0.33' 0.33' 4 <br /> 0 2 2 <br /> Q GENERAL CIRC 2 0.��' , , o.��' 2 <br /> � AUGNMENT STA 1 STA 2 C � 0.25 0.25 � <br /> z MSL 10+07.64 10+16.15 12' 0' TO 8.5' <br /> J MSL 10+16.15 11+64.33 12 12' 8.5' 2 0.33' 0.33' 2 <br /> � <br /> � MSL 11+64.33 11+72.32 12' 12' 0' TO 8.5' 0.33' 0.33' <br /> r <br /> 3 3 <br /> � <br /> 0 <br /> "' GENERAL CIRCULATION 2 <br /> 0 <br /> 0 <br /> � EXAGGERATION=1 H:2V <br /> w <br /> � <br /> � IF THIS DRAWING IS NOT 22"x34" SCALE ACCORDINGLY. R E C O R D D R A W I N G <br /> 0 <br /> a a�„ PROJECT ENGINEER: SCALE: PORT OF EVERETT DWG. NO. <br /> PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY �. KEtSER NOTED C� .O� <br /> � ' Oi O .�1 PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE <br /> CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. oEs��NE� BY: DATE: W A T E R F R 0 N T P LA C E C E N T R A L <br /> U O � � � 1736 FourthAvenue S.SuiteA WHERE SPECIFICATIpNS ARE GENERAL OR NOT CALLED OUT, (;. WIEST JUN. 2016 CIP ►vo. 2-0-045-01, 6-8-001-06, <br /> � �. Seattle,Washington 98134 THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF F I S H E R M A N ' S H A R B 0 R <br /> VER�TT P:2o6.624.1387 INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY DRAWN BY: CHECKED BY: 6—S—OO�-07, 6-8—OOl—O$ <br /> o � <br /> `� ENGINEERS, INC. www.pndengineers.com �1 9/15/18 JBK RECORD DRAiMNG AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN G. DEAN N. ALEXANDER PROJECT _ _ _ <br /> � o P.O. BOX 538 APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USEQ R 0 A D W A Y T Y P I C A L S E C T I 0 N S N�• PD WP Z��6 O� <br /> �j EVERETT, WA 98206 DO 6/30/16 JBK ISSUED FOR BID AND CONSTRUCTION IN ANY MANNER THAT WpULD CONSTITUTE A DETRIMENT APPROVED BY: <br /> �' Y (425) 259-3164 DIRECTLY OR INDIRECTLY TO PND. <br /> � N0. DATE BY REvisioN SHEET NO. 4'rJ OF 195 <br />