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��.� � � - � � � <br /> N <br /> 'W i`Z O � /�--_ <br /> Z v� � \ �I �� <br /> LEGEND NOTES � _ � ,o- � <br /> � <br /> - -- RIGHT OF WAY � POINT OF CONNECTION � Q ��� � � <br /> - P R O P O S E D C E N T E R L I N E � (1) 2 0"� H D P E E L B O W (F L x F L) — N � M/a M/�T M/2� M/� M/� M/� �, � �i� <br /> � � <br /> ss ss SANITARY SEWER 2 (1) 20"� HDPE 45° ELBOW (WLxWL) � I� � � <br /> ss FM SANITARY SEWER FORCE MA►N O ' OCATE EXISTING ---�- G � <br /> �-- L M/� <br /> s� s� STORM DRAtN � PS01 PIPE AT STA 7+25.82 � . <br /> w WATER SYSTEM SDL ALIGNMENT � APPROX. NORTHING = 367806.79 ` <br /> j�/���q'f�� DEMOLISHED PS01 SEINER DRIVE -: APPROX. EASTING = 1302004.66 <br /> ... � � <br /> Pso EXISTING PS01 1 ►� � <br /> ��,� �/-�-r�-�����`��� f��-/f�-h�- �/�f`-~1`_'/-`�-�r�-r� - , , , � _ �P s _ - - �:� � 0+00 `�c � <br /> PSO NEW PS01 �+00 _ ___--=1+50 � T-+� � 0+50— - + -0 50 � _ <br /> Pso s �sc�, � I <br /> PSO —I--�-- PSO —I-- R O --+---1- PSO �---�— P$O U} <br /> : 6 00 6+50 7+00 � EXISTING PS01 � � <br /> I,,�..,.. M M � W � � � <br /> � �- rn N W _ � <br /> M 2 � �,a � �> � <br /> NEW PS01 - M M nn nn � <br /> MI� <br /> � /�' � <br /> N 'w M 2i M ti M/?� M/i� M/�I M/?� I � � � ��� <br /> Z / / ��d `� -� � ' <br /> � � o <br /> 'd" U tf� <br /> U Q -F <br /> U d� /� c' <br /> � TI <br /> PLAN .� � �� 1 � <br /> SCALE IN FEET <br /> 20 Q 20 40 <br /> i <br /> 22 I I I I I I I I I ;--'" �I 22 <br /> � <br /> _. _ � � L� _1__. � —_ � �_ _ I � _.� � �'�� � � .r <br /> PROGRAD�E I � I -� I i I 20 <br /> 20 � <br /> 3 � <br /> o � <br /> � (��----� ��-1_�__ —�I l�____ <br /> ; � EXITSING � -� � — I -.I� _� — �� _l- � I — I �� � <br /> � �g GRADE / � � � � 18 <br /> 0 <br /> i �'I/ � <br /> � .�-� /� T � I SERVICE 6"�I— T � T —�l — 1- T <br /> � 16 i I I I I ! i I I I 1 16 <br /> 0 <br /> 0 <br /> � - —� - � ,l___ �1 � � I_ ___l _ � I _ --� —J -- �— -� <br /> 0 <br /> U <br /> � 14 f I I + � SERVICE 6E� i � 14 <br /> 0 <br /> m <br /> � <br /> a <br /> _ <br /> �, - ---� — �--- -{- — — }--- -- —I -- '�— --�-- — 2 � — }-- -i- <br /> � �2 � � � 726 LF 20"�b HDPE ! � �2 <br /> w <br /> _ <br /> � <br /> i _ <br /> z <br /> � <br /> � <br /> Q 10 � 0.13% � � � � � �� <br /> � � 20"� HDPE PSO � � � _ � � __ � EXISTING_ � .__ _ <br /> Z � ( I I 20"� HDPE PSO I I <br /> Q 8 8 <br /> J I <br /> a <br /> U i <br /> 3 * NECE�SSARYTTOEMA NTAIN TMINIMUM VERTICALS01 AS _� � _� �� � � i � <br /> --1-- <br /> Q 6 CLEARANCE PER CITY OF EVERETT STANDARD PLANS. g <br /> �ci <br /> � 5+90 6+00 � 7+00 � 7+50 <br /> � SDL: 2+00 SDL: 1+00 <br /> W PROFILE <br /> � <br /> w IF THIS DRAWING IS NOT 22"x34" SCALE ACCORDINGLY. 1 H:,o� R E C O R D D R A W 1 N G <br /> � <br /> � PROJECT ENGINEER: SCALE: DWG. NO. <br /> � PORT OF EVERETT <br /> � PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY �. KEISER NOTED <br /> � °- PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE � � � <br /> o � ��� O TTf CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. DES�GNED 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 � � � � 1736 Fourth Avenue S.Stute A WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, N. ALEXANDER JUN. 2016 ' CIP No. 2-0 045-0�, 6 8 001 06, <br /> o , Seattle,Washington 98134 THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF 6—$—QQ�—Q�, 6-$—QQ�—Q$ <br /> � � P:206.624.1387 INDUSTRY DRAWINGS ARE FOR USE ON THIS PROJECT ONLY �RAwN BY: CHECKED BY: F I S H E R M A N S H A R B 0 R <br /> , VERETT 1 18 AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN D. McDONALD PROJECT <br /> \ ,� E N G I N E E RS, I N C. www.pndengineers.com � 9/ 5/ JBK RECORD DRAWING C. WI E ST PD-WP-2016-01 <br /> P.O. BOX 538 Q / / APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED P S 01 P LA N A N D P R 0 F I L E N0. <br /> �- � 4 6 17 JBK U11UTY REVISIONS 2 IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT APPROVED aY: <br /> M N EVERETT, WA 98206 � <br /> � Y {425) 259-3164 DIRECTLY OR INDIRECTLY TO PND. <br /> N0. DATE BY REviSioN SHEET N0. 8g.� OF 195 <br />