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O � I � I I I Q LII �— �,\ <br /> Y � � 0 14L ALIGNMENT � m � <br /> Qii � j � �� � 3 <br /> m <br /> MA_E MATC_ » �y c� �, <br /> C5.06 � w C5.06 � `s <br /> 6 � HDPE WATER SERVICE �y•o� y� � o0 <br /> ( w � ( CAPPED FOR FUTURE l� �� X <br /> SEE VERTICAL WATER � � � � Q2 CONNECTION (A9) �� � �'� <br /> cn ,�- o � � � <br /> �� <br /> CROSSING ON SHEET C5.10, TYP. 3 = ,0 2 RI <br /> � ( �� R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W � I S - <br /> s i 45.OLF 12 �i HDPE 8 5 <br /> i � 6 2 � �2 �T <br /> 2 g 3 � � � 0 0 0 2 0 2 <br /> 2 � �„ „ �� „ „ � ��L ALIGNMENT , � SS �o / <br /> � 41.1 LF 12 � HDPE 85.OLF 12 � HDPE � �96.OLF 12 � HDPE �3 104.OLF 12 � HDPE 65.2LF 12"0 HDPE 36.5LF 12"� HDPE, x`'�O � / <br /> Q26.6LF 12"� HDPE � W w w W W — w W W W W W W W W W W W W W W W w �— w °� s �� <br /> o Q 4 / � �- <br /> 3 s$ , sS SS SEINER DRIVE SEINER DRIVE 3 3 Ss ��'r <br /> �=--���- <br /> � � �J� 5+00 ~ 5+50 6+00 6+50 7+00 7+50 8+0� 8+50 g+��p �� <br /> � f, s � <br /> O� _ <br /> �� � � ❑ 3 D –p w SD SD C� 3 _ — �_ � C�; SD <br /> y� �'� � ��� ❑ �� 3 3 <br /> �� � ��C, � — — — � o� (�I� <br /> \J� � �� o a � � �9j��cS <br /> / Q » <br /> � � �, R�w c�y o� <br /> � � xh 18 � OVERFLOW �' <br /> � ��� �,�' °c (BY OTHERS) I ss ss ss � �F` <br /> � /� � /W <br /> C' �'S' �► ���! �,� �� R/W R/W R/W R�W R�W RJ/W R f W R/W R/W R f W R/W R/W R/W R/W R/W R/W R <br /> � <br /> S�S��'�` �Q�`' �] � ' 4"� SERVICE FOR 4"� HDPE WATER SERVICE BACK OF SIDEWALK 4"� HDPE WATER SERVICE 4"� HDPE WATER SERVICE <br /> / � o <br /> / <br /> � � ,,� �� IRRIGATION AND CAPPED FOR FUTURE = RIGHT OF WAY, TYP. CAPPED FOR FUTURE CAPPED FOR FUTURE <br /> / �`1��, o � i PUMP CONTROLSQI � CONNECTION (A8) o Q CONNECTION (Al2) Qj CONNECTION (A15) <br /> � � �� I <br /> h � LE G E N D NOTES <br /> h. ; <br /> � � �xo �� � ; <br /> R W RIGHT OF WAY » <br /> � 9]. ; <br /> �` � �o cscy�� � ' PLAN � 1 (2) 12 HDPE ADAPTORS (WLxFL) <br /> � �� 'J' � — PROPOSED CENTERLINE O <br /> / / s F �n (1) 12" DI 45' ELBOW (FLxFL) <br /> � SCALE �N FEET �}-- Ss SANITARY SEWER THRUST BLOCKING <br /> �— FM SANITARY SEWER FORCE MAIN 2 <br /> �-- s� STORM DRAIN 2 (3) 12" HDPE ADAPTORS (WLxFL) <br /> 20 0 20 40 <br /> (1) 12"x12"x12" DI TEE (FLxFLxFL) <br /> W WATER SYSTEM (2) 12" RSGV (FLxFL) W/ VALVE BOXES <br /> THRUST BLOCKING <br /> 0 2 <br /> 3 (2) 12" HDPE ADAPTORS (WLxFL) <br /> � WAT (1) 12"x12"x6" DI TEE (FLxFLxFL) <br /> 0 <br /> � ER UTILITY FEATURE TABLE <br /> i (1) 6 RSGV (FLxFL) W/ VALVE BOX <br /> tO (1) FH ASSEMBLY, 6" DI LEAD <br /> � WATER FEATURE NORTHING EASTING THRUST BLOCKING <br /> � <br /> Z 1-ELBOW 367475.71 1302102.38 O (2) 12" HDPE ADAPTORS (WLxFL) <br /> � 2-TEE 367474.78 1302129.00 (1) 12"x12"x6" DI TEE (FLxFLxFL) <br /> 0 2 <br /> (1) 6" RSGV (FLxFL) W/ VALVE BOX <br /> � 3-TEE 367429.97 1302127.43 (1) FH ASSEMBLY, 6" DI LEAD <br /> � <br /> � 4-TEE 3 367207.88 1302119.64 2 THRUST BLOCKING <br /> � 5-TEE 367038.77 1302113.71 O �2) 12" HDPE ADAPTORS (WLxFL) <br /> m <br /> � (1 6 HDPE ADAPTORS (WLxFL) <br /> = 6-TEE 3fi7388.76 1302125.98 (1) 12"x12"x6" DI TEE (FLxFLxFL) <br /> �n <br /> 1 6 RSGV (FLxF�) W/ VALVE BOX <br /> � 7-TEE 367303.79 1302123.00 THRUST BLOCKING <br /> N 8-TEE 367103.92 1302116.00 2 6 (2) 12" HDPE ADAPTORS (WLxFL) <br /> � (1) 12"x12"x4" DI TEE (FLxFLxFL) <br /> i <br /> c� <br /> (1) 4" RSGV (FLxFL) W/ VALVE BOX <br /> W <br /> o (1) 4" HDPE ADAPTOR (FLxWL) <br /> o THRUST BLOCKING <br /> z <br /> Z2 7 (2) 12; HDPEy ADAPTORS (WLxFL) <br /> _ O <br /> z (1) 12 x12 x4 DI TEE (FLxFLxFL) <br /> J <br /> (1) 4" RSGV (FLxFL) W/ VALVE BOX <br /> � (1) 4" HDPE ADAPTOR (FLxWL) <br /> a� THRUST BLOCKING <br /> i <br /> � g NOTE SEPARATION VARIANCE DURING 2 <br /> o Og (2) 12" HDPE ADAPTORS (WLxFL) <br /> CONSTRUCTION WATER CROSSES 12" (1) 12"x12"x4" DI TEE (FLxFLxFL) <br /> $ OVER SEWER AND UNDER STORM. " <br /> � (1) 4" HDPE ADAPTOR /FLxWL E BOX <br /> � THRUST BLOCKING ( ) <br /> � IF THIS DRAWING IS NOT 22"x34" SCALE ACCORDINGLY. R E C O R D D R A W I N G <br /> 0 <br /> � PROJECT ENGINEER: SCALE: PORT OF EVERETT DWG. NO. <br /> � d 4Q 9/15/18 JBK RECORD DRAIMNG PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY �. KEISER NOTED C�.O� <br /> a PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE <br /> � I O� O � 0 3 3/14/17 JBK SITE REVISI�IS CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. �Esi�NEo BY: DATE: \A / <br /> V � 1736 Fourth Avenue S.SuiteA WHERE SPECIFICATIONS ARE GENERAL dR NOT CALLED OUT, C. WIEST JUN. ZO�I 6 VV AT E R F R 0 N T P LA C E C E N T R A L �,P No. 2-0-045-01, 6-8-001-06, <br /> � o � � m Seattle,Washington 98134 Q 1/31/17 JBK U�U� RE���S THE SPECIFICAT10NS SHALL CONFORM TO STANDARDS OF � 6-8-001-07 6-8–���–� <br /> � i VERETT P:2oG.G24.1387 iNDUSTRY. DRAW1NGS ARE FOR USE ON THIS PROJECT ONLY �RawN BY: ��E�KE� eY. F I S H E R M A N S H A R B 0 R � $ <br /> �� ENGINEERS, INC. www.pndengineers.com � 8/22/16 JBK ADDENDUM 1 AND ARE NOT INTENDEd FOR REUSE WITHOUT WRITTEN G. DEAN N. ALEXANDER PROJECT <br /> � o P.O. BOX 538 APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED W A T E R S Y S T E M P LA N No. PD-WP-2016-01 <br /> �j EVERETT, WA 98206 Q 6/30j16 JBK ISSUED FOR BID AND CONSTRUCTION IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT APPROVED BY: <br /> � Y (425) 259-3164 DIRECT�Y OR INDIRECTLY TO PND. <br /> N0. DATE BY REVISION SHEET N0. 97 OF 195 <br />