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_ <br /> __ _ _ __ _ _ _ .___ <br /> _ _. _.__ _ _ _ <br /> _ _ _ <br /> � .. , ,I i ; ',I <br /> � � � � � � �� � � <br /> � �� Gc����F, " ` � '� <br /> G I i <br /> � � ��� I � �� <br /> � �P I ' � '', <br /> „ � � CONTRACT N.I.C. j � �I <br /> 2 10LF 12 � HDPE �',- , � <br /> o . a „ K � <br /> �o So � 8 � HDPE WATER SERVICE WOR � �� � <br /> � CAPPED FOR FUTURE � <br /> � 2 CONNECTION (A13) � � ' <br /> , � � <br /> xy `��' R�w � � '' � � <br /> sp R�1N R/W R/W R/W R/W R/W R/W R/W II < tT� I <br /> � W jr— � 3 QI �',� � --� <br /> � s � � cn � � � <br /> 0�° �, o � � I � � �. <br /> ������ Ss I m z <br /> �P \ m <br /> � � 3 <br /> ,p Q �-----c i , � <br /> � I� � _ <br /> � 6 � jOx�S ss °S `� as o as as I � �— — I� <br /> / L \ � � ` �I �� I <br /> SEINER DRIVE � � � ' � <br /> —I ' `'s — �—}-- 3 --f'— f— —}—�— —�—�? I----f—I —'� � �, <br /> � 10+50 11+00 11+50 12+00 12+50 �� � 13+OOi� '� <br /> R=30 , TYP. � » » �• ,> > ,� <br /> �' 129.SLF 8 � HDPE 45.8LF 8 � HDPE 39.6LF 8 � HDPE 42.7LF 8 � HDPE �,�, I <br /> " �. `�----- +— w w w w w w w w w w w w w w — i'v� u,� !, <br /> �78.6LF 12"(b HDPE 2 � � �i <br /> � 3 g ; SDL ALIGNMENT � <br /> R�k � 3 7 4 5 '� � , ',. �i� ��' � i <br /> ' 2 2 2 2 � ' '', ;' I � <br /> � o 0 o a � � �� �� � �� <br /> o\ 2 � <br /> R/i,�, CONTRACTOR TO VERIFY ! <br /> R/w � MINIMUM CLEARANCE j <br /> � , � � � � � � � �yy I I I FROM i,PROPOSED STORM <br /> �� '-� RW R RW RW RW RW R R i <br /> a S --------.--_ a S -----..._.. I� �� � ��, � '� cn j <br /> a5 ��j� Q � � � I <br /> — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — �� — — — — — — — ,A-T— '� <br /> NEW 6"� WATERLINE RIGHT OF WAY 4 � HDPE WATER SERVICE ��f� ! <br /> SUPPLY FOR SEINER WHARF CAPPED FOR FUTURE � ��, <br /> TEMPORARY LIMITS OF WORK FIELD CONNECTION (A6) � I " !� <br /> (BY OTHERS) » � � �� <br /> COORDINATE WITH THE SEINER � � �� <br /> � WHARF SEGMENT D & PACIFIC RIM � � I i I, I�I 'i <br /> PLAZA PLATFORM" CONTRACTOR I I' WEST MARINE VIEW DRIVE �, <br /> PLAN � � <br /> RIGHT OF WAY ' <br /> � ��� �� i L�� � <br /> SCALE IN FEET <br /> 20 0 20 40 <br /> NOTE � NOTES <br /> LEGEND <br /> 3 CONTRACTOR TO VERIFY AND MAINTAIN SUPPLY FOR R/W RIGHT OF WAY 2 1 12"x12"x6" DI TEE FLxFLxFL 2 CONNECT TO EXISTING 12"� PIPE <br /> � - PROPOSED CENTERLINE �NATER UTILITY FEATURE TABLE O C ) » � > 5 » » <br /> SEINER WHARF PER SHEETS M1.01 & M1.02 OF PORT (2) 12 HDPE ADAPTORS (WLxFL) (1) 8 x12 DI REDUCER (FLxFL) <br /> � OF EVERETT WATERFRONT PLACE CENTRAL SEINER �— ss SANITARY SEWER WATER FEATURE NORTHING EASTING (1) 6" RSGV (FLxFL) W/ VALVE BOX (1) 8" RSGV (FLxFL) W/ VALVE BOX <br /> � WHARF SEGMENT D & PACIFIC RIM PLAZA PLATFORM �— FM SANITARY SEWER FORCE MAIN (1) FH ASSEMBLY, 6" DI LEAD (1) 12" HDPE ADAPTOR (FLxWL) <br /> � CONTRACT DOCUMENTS. Q-- s� STORM DRAIN 2 1-TEE 367002.27 1302112.43 THRUST BLOCKING (1) 8" HDPE ADAPTOR (FLxWL) <br /> � W WATER SYSTEM 2 *CONTRACTOR TO SUPPLY ELBOW FITTINGS <br /> Z 2-TEE 366945.53 1302156.77 O (�� g"x8"x6" DI TEE (FLxFLxFL) AS REQUIRED TO MAKE CONNECTION <br /> Q 2 3-TEE 366940.98 1302286.46 (1) 8"x12" DI REDUCER (FLxFL) �2 „ <br /> � � 6 (2) 12 HDPE ADAPTORS (WLxFL) <br /> o (1) 12 HDPE ADAPTOR (FLxWL) O „ „ „ <br /> 0 4-TEE 366937.99 1302371.76 » (1) 12 x12 x4 DI TEE (FLxFLxFL) <br /> � (1) 6" RSGV AFDLxFLO W (FVAL�VE BOX (1) 4" RSGV (FLxFL) W/ VALVE BOX <br /> � 5-P.O.0 366936.50 1302414.42 � � � � � <br /> � (1) 6" HDPE ADAPTOR (FLxWL) (1) 4" HDPE ADAPTOR (FLxWL) <br /> m 6-TEE 366992.28 1302112.08 THRUST BLOCKING THRUST BLOCKING <br /> � 2 � « <br /> = 7-TEE 366939.38 1302332.20 3 (1) 8"x8"x8" DI TEE (FLxFLxFL) O7 (2) 12 HDPE ADAPTORS (WLxFL) <br /> � <br /> O �� 1 12"x12"x4" DI TEE FLxFLxFL <br /> Z (3) 8 HDPE ADAPTORS (WLxFL) � � � <br /> Q 1 4" RSGV (FLxFL) W/ VALVE BOX <br /> � (1) 8 RSGV (FLxFL) W/ VALVE BOX � � <br /> � THRUST BLOCKING (1) 4" HDPE ADAPTOR (FLxWL) <br /> N THRUST BLOCKING <br /> Z 2 4 (1) 8"x8"x6" DI TEE (FLxFLxFL) <br /> � o » <br /> � C1 > fi RSGV F�LxFL OW ( VAWVE BOX <br /> � ) � ) � <br /> Q (1) FH ASSEMBLY, 6" DI LEAD <br /> �, THRUST BLOCKING <br /> z <br /> z <br /> z <br /> a <br /> J <br /> � <br /> U <br /> � <br /> 1 <br /> � <br /> O <br /> �ri <br /> 0 <br /> 0 <br /> / <br /> � <br /> w <br /> � <br /> � IF THIS DRAWING IS NOT 22"x34" SCALE ACCORDINGLY. R E D R A W I N G <br /> � <br /> � PROJECT ENGINEER: SCALE: PORT OF EVERETT DWG. NO. <br /> 0 o PND ENGINEERS, INC. IS NOT RESPQNSIBLE �OR SAFETY �. KEISER NOTED C5 <br /> Q a PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE ' <br /> o � Or O .,� Q 9/15/18 JBK RECORD DRAWING CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. oEsi�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 /> p cp 1736FourthAvenueS.SuiteA WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, C. WIEST JUN. 2016 CIP No. 2-0-045-01 6-8-001-Q6 <br /> � ► <br /> Q � Seattle,Washington 98134 Q 1/31/17 JBK U1ILITY REVISIONS THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF F I S H E R M A N ' S H A R B 0 R 6-8-00�-07, F)—H—OO�—OS <br /> ao % VERETT P:206.624.1387 INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONIY ORAWN BY: CHECKED BY: <br /> �� ENGINEERS, INC. www.pndengineers.com �l 8/22/16 JBK ADDENDUM 1 AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN G. DEAN N. ALEXANDER PROJECT PD-WP-2016-0� <br /> P.O. BOX 538 APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED APPROVED BY: W A T E R S Y S T E M P LA N N0. <br /> �j EVERETT, WA 98206 QO 6/30/16 JBK ISSUED FOR BID AND CONSTRUC110N IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT <br /> �? Y (425) 259-3164 DIRECTLY OR INDIRECTLY TO PND. <br /> N0. DATE BY REVISION SHEET N0. 9$ OF 195 <br />