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W W 97.4LF 12"� HDPE W W W W 52.1LF 12"� HDPE x`�� � � <br /> PE <br /> f > (n Q <br /> , _ � � � s r= � M ; _�M W /2„� HO 3 �2 2 2 ,� '� <br /> i _ �..---�--� � ; ,� o- F-- yy _"""' yy g.9`F � C3 „ �a „ 'n <br /> � � SEINER DRIVE 3 13.9LF 12 � HDPE � y� 18 � OVERFLOW <br /> i � / �� `` u' , <br /> ; � ; , , r- t , ___ `� � osd osd o d osd osd osd osd osd � �\ o <br /> -- ,} �� `'�o�sd J� -- ___ -- - ,, (BY OTHERS) � <br /> � . � ; �.,a;. <br /> � �� � � � <br /> i i �, <br /> i <br /> Osc '�;` <br /> v�-1+00—�~ �� 5p p �; � /�,^'�J,�; -.� �� �-_-�0+50-��_�: ~ 1+00� - S�— � `-1 50 ~ S 2S 00 J�— � � 2 50 3+00 ; : ; � <br /> r` `' -`J'�-� O-I-oo � `"i� � -���7 �------��--.. _'. _ r - --_._.-- - J SD O <br /> I -- � — �_____-� � � � � __ _ r a 3 —_ p oll� <br /> � � � � ` � \ <br /> �, � �1 � '�� <br /> `� \ ---- 3 3 � SEE VERTICAL WATER 4 <br /> , SDL ALIGNMENT �� I � � - �� <br /> � �, CROSSING ON SHEET C5.09� <br /> � R�yy � \� n I _______�� -'--- � — �' SS �S <br /> � <br /> ` R/W � � _.% �- � . ���ti <br /> ___ �. <br /> _ ____ � � <br /> �.. � i- - - -- <br /> �'� � ` � �� 3 R�w 3 d <br /> ( � <br /> � 13L ALIGNMENT f � `� ,y� Z� R/w R/w R/W — R/W R/w R/w R/w w R/w R/w <br /> � �` oh% ' � o i <br /> � � <br /> � I� � o � a � UQ 3 <br /> � (� o,� `;' �f � 6"� HDPE WATER SERVICE <br /> � � � � � _ �\� CAPPED FOR FUTURE � <br /> � � � `r' BACK OF SIDEWALK CONNECTION (A14) Q --��-- :� �, ° <br /> � � � " = RIGHT OF WAY 3 � <br /> � <br /> ' � `� PLAN 2 <br /> � i <br /> , �� 3 � � � ; .; � � j v; SCALE W FEET 3 O <br /> W � <br /> � <br /> 20 0 20 40 � <br /> _ <br /> � � <br /> 3 cv � � <br /> LEGEND NOTES <br /> � <br /> R/w RIGHT OF WAY J o <br /> 3 O POINT OF CONNECTION O (2) 12" HDPE ADAPTORS (WLxFL) r� � <br /> o - PROPOSED CENTERLINE (1) 12"x12" DI CROSS (FLxFLxFLxFL) 3 �; <br /> � �}-- ss SANITARY SEWER 2 (2) 12" HDPE ADAPTORS (WLxFL) (1) 12"x8" DI REDUCER (FLxFL) `�' <br /> v �— FM SANITARY SEWER FORCE MAIN O � �� » H <br /> (1) 12 x12 x6 DI TEE (FLxFLxFL) (1) 8 RSGV (SALVAGED) W/ VALVE BOXES <br /> o �-- s� STORM DRAIN <br /> (1) FH ASSEMBLY, 6" DI LEAD (2) 12" RSGV (FLxFL) W/ VALVE BOXES <br /> n W WATER SYSTEM " 3 � � ° <br /> c�, T RUST BLOCKING L) W/ VALVE BOX C1> RBPARIN HOT BOXLORELOCATED � � s� s� --� <br /> Z � ) � ) o <br /> o WATER UTILITY FEATURE TABLE 2 3 (2} 12" HDPE ADAPTORS (WLxFL) � 6 CONNECT TO EXISTING 3 <br /> � „ <br /> (1) 6 HDPE ADAPTORS (WLxFL) O » <br /> o WATER FEATURE NORTHING EASTING {1) 12"x12"x6" DI TEE (FLxFLxFL) (1 , 12" D1�90' E�LBOW RFL F�xFL) o � o <br /> w (1) 6" RSGV (FLxFL) W/ VALVE BOX THRUST B�OCKING ( , � � <br /> � 1-P.O.C. 367812.37 1302017.08 3 0 <br /> i THRUST BLOCKING <br /> � � � W <br /> � 2-TEE 367636.14 1302�19.48 3 12" HDPE ADAPTORS WLxFL � 7 (2) 12" HDPE ADAPTORS (WLxFL) a <br /> Q 4 ( ) ( } O ° <br /> _ � �� �� » 1 12"x12"x6" DI TEE FLxFLxFL <br /> Q 3-TEE 367584.05 1302017.67 (1) 12»x12 x12 DI TEE (FLxF�xFL) � ) � ) <br /> `� (3) 12 RSGV (FLxFL) W/ VALVE BOXES (1) 6" RSGV (FLxFL) W/ VALVE BOX 3 � 5 <br /> � �3 4-TEE/ELBOW 367567.21 1302017.08 (1) 12" DI 45' ELBOW (FLxFL) (1) 6" HDPE ADAPTOR (FLxV1�) Q „ � o � <br /> = THRUST BLOCKING THRUST BLOCKING 15.1 LF 12 � HDPE EXISTING � <br /> � 5-CROSS 367570.61 1301791.63 3 8"� HDPE <br /> i 03 �° <br /> � 6-ELBOW 367585.72 1301792.15 Q4 gO (1) 2" WATER METER W/ METER BOX Q � 4 <br /> � M 9 0 <br /> W (1) ABOVE GROUND 2" RPBA W/ HOT BOX � <br /> � 7-TEE 367733.47 1302022.64 S � <br /> 0 <br /> , �4 g (1) 2"x6" REDUCER 4 8 ^^ SS M <br /> z O � 3 � ° �—�t <br /> Z APPROXIMATE LOCATION �� <br /> z � <br /> a EXISTING � �� � <br /> � 6"b HDPE � 'II <br /> � <br /> i EXISTING j� <br /> � ; � <br /> 0 12"� HDPE 2 3 -- � <br /> o � <br /> � I � <br /> w � <br /> J � <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 /> � <br /> 0 <br /> �, PROJECT ENGINEER: SCALE: PORT OF EVERETT DWG. NO. <br /> � a Q4 9/15f18 �BK RECORD DRAWING PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY �. KEISER NOTED O� <br /> z i PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE <br /> CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. �Esi�NE� BY: DATE: W A T E R F R _ <br /> o � O � TM 1736 Fourth Avenue S.Suite A 0 4/6/17 JBK �„�n RE,�S�o�s 2 0 N T P LA <br /> WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, C. WIEST �UN. 2016 C E C E N T R A L CIP N0. Z 0-045-01, 6-8-001-06, <br /> � � � � m Seattle,Washington98134 Q �/3�/�7 JBK UTILITY REVISIONS THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF � 6—$—OQ�—O7 G—$—OO�—OII <br /> �% VERETT P:20G.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 Ol 8/22/16 JBK ADDENDUM 1 AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN G. DEAN N. ALEXANDER PROJECT <br /> r, o P.O. BOX 538 APPROVAL FROM PND. DRAWINGS ARE A�SO NOT TO BE USED W A T E R S Y S T E M P LA N N�• PD-WP-2016—01 <br /> �j EVERETT, WA 98206 DO 6/30/16 JBK ISSUED FOR BID AND CONSTRUCTION IN ANY MANNER THAT WOULD CONSTiTUTE A DETRIMENT APPROVED BY: <br /> � Y (425) 259-3164 DIRECTLY OR INDIRECTLY TO PND. SHEET N0. 96 OF 195 <br /> N0. DATE BY REVISION <br />