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� � � <br /> � <br /> I � I ( I LEGEND � <br /> \ � 0 14L ALIGNMENT � R/W RIGHT OF WAY � <br /> � � PROPOSED CENTERLINE � <br /> � � @- SS SANITARY SEWER � <br /> C4.08 C4.08 y c� <br /> MAT-CHLI'NE � i-- MATC �'- � SANITARY SEWER FORCE MAIN �'�, o � o 0 <br /> I w I �- s� STORM DRAIN N=367262.97 <br /> y � ��� r o <br /> � � o�� E=1302147.59 � � �.� <br /> w WATER SYSTEM IE=12.66 a � <br /> 3 � �-- � 3 � CAP, TYP. � <br /> � cn + o � <br /> � � _ � � � � F�I SSMH 103 <br /> # <br /> � R/W R/W R/W R/W R/W W R/W R/W R/W R/W R/W R/W R/W R/W -�/ <br /> S a `� a �o �oT s - <br /> � - � <br /> o � : <br /> �1 �1 � �n SDL ALIGNMENT � � �° / <br /> N=367497.28 SSMH 108 ' N� _ �� � � x�0 � � <br /> � W W W W W W W U/ --i- W /1`�-- W N W �V +- W W W V�l W W W W W W �- W y> <br /> E=1302116.56 0 � � _ � s �\ <br /> IE-12.88' '�? SSMH #105 O / � <br /> � � '� ss ss _---_�--_____ SE I N ER D R I VE � � � ss �� � <br /> o � <br /> CO � 5+00 5+50 � 6�� 6+50 7+00 7+50 8+00 8+50 9+�� � <br /> SD � <br /> -,� � 0+00 �� s� s� s� C1 - - � � p� s� N=366958.68 <br /> C�l== _�� � � <br /> � s � _� � � E=1302095.53 <br /> � � � � �� SSMH 104 <br /> �1 V� - - - N # °�n <br /> ��� ' IE=12.63� <br /> J� o �� `�� ��v �' 1 <br /> �� % � ,> o �n o <br /> �, � xh 18 � OVERFLOW � > �, w y � <br /> y� r �� � (BY OTHERS) 6"� PVC CO o R' l2 <br /> \ �� -, <br /> �q�'� /� � RW RW W � RWSS SS I R�w � <br /> �,Q C�l �� C.��� �� ��1� �� � � � R/W ,�W R/W R W R/W R/W R/W R/W R/W R/W - R/W�1-- R/W <br /> � <br /> / �s/�F C� � FOUNTAIN STORAGE TANK BACK OF SIDEWALK �� N=367096.03 <br /> / \ o <br /> � `� � AND DRAIN LINEQ N=367315.88 � = RIGHT OF WAY, TYP. E-1302055.68 <br /> / � �, o � � E=1302063.39 o IE=13.03' <br /> � �� �� FIELD LOCATE EXISTING UTILITY. NEW SANITARY /,�IE=12.02' <br /> O ` �� � <br /> s� xo 1NFORM ENGINEERS OF ANY SERVICE, TYP. / � � <br /> / � �q�, DISCREPANCIES TO SURVEY <br /> _ <br /> � � �° c�cti�� � I PLAN .�A <br /> , �os ti�, � �. <br /> /:�� � n , � ,� �j I SCALE IN FE �.�, <br /> 20 0 20 40 <br /> 3 <br /> � `7 - f^ �^ �1- �- T �1 _ � �� - � T �i "_ �- T � � f��- �`f�� � � �I� � - I� �T �1 `- I- -7` -1 - � _ _a _ f�_i� � I- `i --1 -- !�' � _' __ t� �l�" �l - � T �I - f�T �l - T �l - I� TT �i - f�- T-1 � <br /> � 20 � � � I � ( I ! � � � � t � ( ( � � � � � � ( � � 20 <br /> � I I I i I ! z � I I I t 1 I I I I � � I I I I I I I I I I I I I I I I I <br /> � -1 __ t--- � -� _ i_ � -1 _ i- a_ _ r--- � _I _ � -� _I - � �. � � _ _ � _ _ � - - - - - - � _ -a-- � - �- T � - - - ;- - - <br /> � I � (- � � T � f� � � fi � � � � � � ��i � � <br /> � �8 P I I I I I I ! I i ! I I I 1 I I I I T_I I 1 I 1 I I I I I I I I I I I I I I I ' ' ' �s <br /> ROFILE , <br /> Q GRADE _ -- _ - - - - - - - -- -- _ _ _ � _� _ _ _ I �� � I i � I _ -- I I � i_ i _ I __ I I I I I I I I - - I - i -! - I - -T- � <br /> Q � '_ . T' --� ._._ SSMH #108 _ � � I I ( � I � I � � � I � ( f � �- -- T � � I- � � � --r -`� � � � y� � ( 1 - - - � � ( � � � -. � <br /> 14L STA: 0+03.78 16 <br /> � �6 � � � � -- � � � � � � � � , � � � � � __._ -'-- --� � � - � � � � � , » <br /> OFFSET: 0.00 ____ - � WATER 12 � ' ' ' ' ' ' ' ' <br /> � EXISTING � I _ - -r-- -�- -�- <br /> � GRADE I RIM: 18.50 STORM 12"� _' `�- - � i � � � � IE: 14.20' ' <br /> a --! -- �---- --�--- -i - INV IN: 12.00 �-- , >� �-. � --� - (� _� SSMH #105 ___. � I _ I _ _ ( I _ _WATER SERVICE �_ I I _ _ ( I I I <br /> o , IE. 14.20 WATER SERVICE SDL STA: 6+30.93 � � � -WATER SERVICE--� �--- -� ,-- -,-- --� -- -�- -� �--- -,- „ ,{ -,- -� - � � T � � T � - � � - � - <br /> 4 � IE: 15.40 <br /> a 14 INV IN: 10.91� ( 4"� IE: 13.55' OFFSET: 0.00 � I 4 � IE.I 15.75 I I ( I I I � � � „ I I � I I � 14 <br /> = INV OUT: 10.91 STORM 12 � <br /> �' I 1 I I I I I I I ( ( INVRIN: 11�. 2' I I I I I { 1 I I 1 I I � , � <br /> a -I I- 44CF » , , , IE: 14 46' � � � I �� ( ( ( � � <br /> w i I �� � I � 6 � - �--- -�-- ----1 �-- -t- --) --- I--- -1- INV IN: 11.47� -- - -(- --I � � I � � I � � �� I 258LF 12� PVC � T � � � �1- � - � � -1 - � -r- - -� 75LF 12 � PVC -, � � 66LF 12"� PVC <br /> �2 ( I � ' � I I2�09; INV OUT: 11.22 <br /> `� I I I I 141 LF 12"�I i � � <br /> Z WATER 12"� . 2 0 12 <br /> N I , IE 10.0' I I I I o.221� I I I� 2 ( <br /> 0.22� <br /> � - - -- - I I -- - - - - I I » � I I �.�2�� � - ( -- SEWER � - - -I � SEWER � � � � _ __ �_ � � -- -- - - - -- -� � - � � - SEWER-- - - - - - - - - - - - - - - - - SSMH #103 <br /> Z �� � ( � ( �SERVICE ( � � ( I ( SSMH #104 ( SDL STA: 9+65.00 <br /> Q , , , �� , , PS02 18 � , � � � � � SERVICE � � �SERVICE , , , , , , , , , , , , , , , , , � SDL STA: 8+88.76 � � OFFSET: 0.00 10 <br /> Z 12 � SEWER IE: 8.70 I I OFFSET: 0.45R <br /> I I I ` II RIM: 18.22 <br /> z --� _- -- --�- ---� - �- -�-- --i MAlN- � - - � -�- � - � -�- --i - i- + ----I - �- � - I- -l- --I - F-- -i- � - �- -- -i -- � -l-- -1 - �-- -�- -� - �--- -+-- - k- � -l - l-- �-- -� - -- �. � - � RIM: 18.61 , _ � - � iNVIN: 11.95' <br /> a INV IN: 11.79 INV IN: 12.20' <br /> � 8 � � � � � � � � � � 6 � I � I � ( ` � � ( � � i � � � � � � INV OUT: 11.79' . � � ' <br /> � INV OUT: 11.95 $ <br /> i � � � � � � � � � 1 � � � � ( � � � � � � � <br /> � _I __ i- -�- --- - -i- -I - -1- --„ -�,-- �-- - -�- --� -- � �1 � � � ~1 - � T -1 � � - -1 - � rt -1 �_ T -I __ � _1� _ � � _f - ' _ ' ' _ , _ ' _ , _ <br /> � , cso3ov � � T � I- T � T � I- � � � T � f <br /> � 6 i I 4 � ---� __ - I E; 3.33' - �- � - 4 I I I <br /> I 6 <br /> W 4+00 � i 6+00 7+00 8+00 9+00 10+00 <br /> � PROFILE <br /> � IF THIS DRAWING IS NOT 22"x34" SCALE ACCORDINGLY. 5+00 1 H:1 ov R E <br /> ,� CORD DRAWING <br /> � PROJECT ENGINEER: SCA�E: �� <br /> o a� PORT OF EVERETT °w�. N . <br /> PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY �. KEISER NOTED � <br /> a �� P R O G R A M S> M E T H O D S O R P R O C E D U R E S O F O P E R A T I O N, O R T N E � <br /> o � � O ,� CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. �Esi�NED BY: DATE: WAT E R F R 0 N T P <br /> v cfl 1736 FourthAvenue S.SuiteA WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, N. ALEXANDER JUN. 2016 LA C E C E N T R A L CIP No. 2-0-045-01, 6-8-001-06, <br /> g o � � � Seattle,Washington 98134 Q g�15/18 JBK RECORD DRAWING THE SPECIFICATIONS SHALL CONFaRM 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 01 1/31/17 JBK U11LITY REVISIONS AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN D. McDONALD C. WIEST PROJECT <br /> a. o P.O. BOX 538 APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED S E W E R P LA N A N D P R 0 F I L E N�• PD-WP-2016--0'I <br /> �j EVERETT, WA 98205 �0 6/30/16 JBK ISSUED FOR BID AND C�ISTRUCTION IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT APPROVED BY: <br /> � Y (425) 259-3164 DIRECTLY OR INDIRECTLY TO PND. SHEET N0. 84 OF 195 <br /> N0. DATE BY REVISION <br />