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Z N �� <br /> • � �� R�W �W R�W R/W R/W R R/W R/W R�rr � <br /> • R/W R/W <br /> . <br /> �XS M �i� <br /> , o o MILLWRIGHT LOOP SOUTH A���NMEN � � <br /> • � t+ PC: 12+4 <br /> ' . . �P�„� �� PT: 9+04.05 � <br /> �� ��� <br /> . . _ _ , � <br /> -� --t— +- —}---� - �+---�-- -� +- --+—I - -+--+- - +—+- -I --�— -t- —+--� - -�--�- - PT: 12+12.51 <br /> , • 9+00 9+50 1�+00 10+50 N44°18'58.16"E 11+00 11+50 - �\ r'xo � <br /> � . �� O <br /> . . • • R I � <br /> . , i�y >� <br /> . • ��x� �ti <br /> . . <br /> �p � J'],� � <br /> . � ' • . . R/w _'''--- R�W R�W R R/W R/W R/W R/W R/W R R W R W <br /> � . , / / � / R o t��• � <br /> \\, ' • • . . . . . . /W x � <br /> • . � . . . . . . . . . . . \ o <br /> ' • • . o . . . . . . . . . ITS OF I o <br /> ' ' • o . . . . . . . . . . <br /> . . . <br /> • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . <br /> + WORK � ,p�� '� <br /> � � FILL LIMITS � � <br /> � � HOTEL TRANSITION -' <br /> � o <br /> ` / � SEE SHEET D1.13 m � � <br /> `� � / \ —� <br /> � � �x <br /> � s <br /> . <br /> \� � � LA N ,�, � �� <br /> � t � <br /> �� ALE IN FEET \ <br /> CURVE DATA 2a 40 <br /> �, AUGNMENT PC STA NORTHING EASTING DELTA RADIUS LENGTH TANGENT <br /> � <br /> o MSL 8+39.54 367618.22 1301389.35 047'42' 77.50 64.51 34.26 <br /> � <br /> c.> 2g <br /> 0 26 <br /> � ( � <br /> � - �- — I — -i-- --F- — ---- -�--- ----i- — ! — -f.--- -�- — I - -I-- -{- — ! ---- -i- — I — -I---- -}- - _ _ — _ � -- — — - � � — — � � — — � � <br /> �. �- -I-- - -- I — -�- �-- I -�-- ---I- -- — --I- -�- — I — -f- --�- _ — -{- -}- — — - -r I -r- -1- I -�-- -}- — i — ,-- - -a--- --� — i-- -�-- -- <br /> � 24 � � � � � � � I <br /> MILLWRIGHT LOOP SOUTH 13TH STREET <br /> � HIGH PT STA 9+1 . 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NO. <br /> a a PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY �. KE�sER NOTEo PORT OF EVERETT <br /> PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE C� .O� <br /> pZ � CONSTRUCTION OF THE QESIGN SHOWN ON THESE DRAWINGS. �Es��NED eY: pATE: <br /> � 0 D � 1736 Fourth Avenue S.Suite A <br /> � o � � � WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, N. ALEXANDER JUN. 2016 WAT E R F R 0 N T P LA C E C E N T RA L <br /> � d. Seattle,Washington 98134 THE SPECIFICATIONS SHAL� CONFORM TO STANDARDS OF 9 CIP No. 2-0-045-01, 6-$-���-06, <br /> VERETT . F I S H E 6-8-001-07 6-8-001-08 <br /> �i r' P:206.624.1387 INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY �RAwN BY: CHECKED BY: R M A N S H A R B 0 R ' <br /> � �c ENGINEERS, INC. www.pndenguieers.com �1 9/15/18 JBK RECORD DRAWING AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN D. McDONALD C. WIEST PROJECT <br /> o� o P.O. BOX 538 Q / APPROVAL FROM PND. DRAWINGS ARE ALSO NQT TO SE USED R O A D W A Y P LA N A N D P R 0 F I L E N�• PD-WP-2016-01 <br /> i EVERETT, WA 98206 0 6/30 16 JBK ISSUED FOR BID AND CONSTRUCII�I IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT AP�RovEo BY: <br /> .- x (425) 259,3164 DIRECTLY OR INDIRECTLY TO PND. <br /> N0. DATE BY REVISION <br /> SHEET N0. 40 OF 195 <br />