1400 SEINER DR 2016 Utility Plans 2022-10-27

� D1.03 � � � ' i Iil �� II D1.03 NOTES I MATCHLINE � ` MATCHLINE � Q i „ � � � ' I I O1 DEMOLISH ABANDONED CLEANOUT 10 � 8 �' � I Z � 2 DEMOLISH EXISTING SANITARY o = STORM DRAIN ,� � � 5 O �, Q Q ��»� 8 � I , — SEWER MANHOLE AND P1PES I � O3 DEMOLISH EXISTING WATER PIPE � STORM DRAIN 02 — �/� � 13 — 4 PROTECT EXISTING CSO PIPE � �9' ��`/ � O I 3 13 �`v � » 0 � DEMOLISH EXISTING ASPHALT/ I ( � `k�` �� HDPE � � � � 5 CONCRETE, PLAN AREA: 3164 SY _ _j � 3 11 � `�, 6 NOT USED � . �� o g 2 4 � 1 I 7 PROTECT EXISTING SANITARY MAIN � » O ' �� s�� . 8 8 � � � �� 7,� d -��,�� -f_f f� STORM DRAIN � O8 DEMOLISH EXISTING STORM CATCH �� I I � BASINS, MANHOLES, AND P1PES � � � � 9O DEMOLISH EXISTING WATER LINES � � g RIGHT OF WAY �� '�' � � I 10 NOT USED � „ �r � 80 8 , o � PIPE SIZE STORM DRAIN I 2 11 DEMOLISH EXISTING PSO AND '0 9 UNKNOWN I MANHOLE FOR REROUTE. �. �\� COORDINATE WITH THE �, CONSTRUCTION OF THE NEW PS02 SDL l � i AND PSO-1 RE-ROUTE. �' ALIGNMENT��'�� 2 I ; Q � � , __-�-_r� 0 0 �, � � X � a 0 �;I � �'p 8 PIPE SIZE g ; � 12 PROTECT EXISTING OUTFALL, CAP UNKNOWN O , \ I BEHIND TIE BACK / � ,p�� \' CAP EXISTING WATER 0 16 MAIN AT BACK . I 13 DEMOLISH EXISTING SANITARY - - wM OF SIDEWALK SEWER FORCEMAIN. COORDINATE I WITH INSTALLATION OF RE-ROUTED �� '� '` � FORCEMAIN. � �, � �� 1 14 REMOVE AND DISPOSE EXISTING x ;i; CHAINLINK FENCE. CAP �p�� q � �� V/�f-f-�-f�f.�t�Y'f�f-ff��ft-�/Y�/�i`�-f�-f-f�f�/ �-/�/-�` ��JN/��f/�-�f/�N' Y� ', 1 15 DEMOLISH EXISTING CURB. � � �� ; o �IoI 1 16 DEMOLISH EXISTING SIDEWALK, CURB, AND CURB RAMP AS � 9 II�� REQUIRED FOR PSO REROUTE. � R/ R/w R/w R/w R/w R/w R/w R/w R/w R R/W � /w RESTORE TO EXISTING CONDITIONS � o ,, � � , � CAP SERVICE TO YACHT CLUB AND FLOATS SHALL REMAIN 5 PER CITY OF EVERETT STANDARDS � � \� � ACTIVE AT ALL TIMES. COORDINATE DEMOUTION OF AFTER PSO CONSTRUCTION IS o --- - � `��° — — — � — �'� �"S " " � PlPE SIZE COMPLETE. 75 SY. o —\ �y p EXISTING 12 HDPE W1TH INSTALLATION OF NEW 12 HDPE �� � � � MAIN. SEE SHEETS C5.05. COORDINATE ALL SHUTDOWNS UNKNOWN SHADED AREA INDICATES i WITH CITY OF EVERETT AND PORT OF EVERETT STAFF. 14L o � LIMITS OF EXISTING ASPHALT � v � � � F ALIGNMENT `� CONCRETE TO BE DEMOLISHED � \ �2 �� CAP ELECTRICAL/TELECOM DEMOLITION NOT 0 o ° SHOWN FOR CLARITY, SEE ELECTRICAL U ► i �--+ � � i � I ► � i � � ' ' � — SHEETS ED2.01-ED2.07 FOR � ; --;�; -__ -- __________---- � ,, __ � � _ __ 0+50 1+00 1+50 2+00 , 2+50 , 3+00 � _ ,�, - �� o o a Psc� �so Pso �so PSO -- PS PSO – — PSO Pso � �:; �.� DEMOLITION NOTES AND SEQUENCING. i o � + � o ( � � 0 0 g � Qj NOTE FIELD AS-BUILTS INDICATE � � � 0 „ EXISTING PSO-1 & PSS SHARE A = I � 4 8 � 2 � COMMON TRENCH. v, SEWERLINE � _ ,� � ss � � i W 5 � ��/f��/ff�f ff- � � = I (��%�-�f��/ � LIMITS OF I � — R/W R/W R/W R/W R/W R/W R/W R/W R/W R � � � z DEMOLITION WORK CAP — — � — — N o EXISTING � o W I ASPHALT, TYP. o � o � a � � I � Q I �4 I _ c�� -I- Q oHB � � � Z 1 I I 8 12"� � o z ``' 15 I ' STORM DRAIN � � � z I a � J I � U � _ i � � � : � � I � i MATCHLINE � � � MATCHLINE _ _ � � D1.06 — — — — — — — — — — — — — — — o i ii � . i � � I � v o D1.06 � i � PLAN w � SCALE IN FEET � � IF THIS DRAWING IS NOT 22"x34" SCALE ACCORDINGLY. 20 o Zo 4o R E C O R D D R A W I N G 0 E- PROJECT ENGINEER: SCALE: PORT OF EVERETT DWG. NO. � PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY �. KEISER NOTED D1 .O� a a PROGRAMS> METHODS OR PROCEDURES OF OPERATION, OR THE � I O� O � �3 9/15/18 JBK RECORD DRAIMNG CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWlNGS. �Esi�NED Bv; DATE: V � 1736 Fourth Avenue S.Suite A WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, C. WIEST JUN. Z0� 6 W A T E R F R 0 N T P LA C E C E N T R A L CIP N0. 2-0-045-01, 6—S—OO�—OF), o � 0 � � Seattle,Washington 98134 Q 4/6/17 JBK UTiUTY REVISIONS 2 THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF f a� % VERETT P:206.624.1387 INDUSTRY. DRAWINGS ARE FOR USE ON TNIS PROJECT ONLY DRAWN BY: CHECKED BY: F I S H E R M A N S H A R B 0 R 6-8-001-07, 6—S—OO�—OS 0 o ENGINEERS, INC. www.pndengineers.com 01 8/22/16 JBK ADDENDUM 1 AND RRE NOT INTENDED FOR REUSE WITHOUT WRITTEN G. DEAN N. ALEXANDER PROJECT . . BOX 538 �p 6/3 0/1 6 J B K I S SU E D FOR BID AND CONSTRUC110N NP AN�YVMANN E�R H N A�T WOU LD I ONS T U E S O �N O RiM ON B E U S E D APPROVED BY: E X I S T I N G C O N D I T I O N S A N D N o� P D-W P-2 0 1 6-0 1 �j EVERETT, WA 98206 � Y (425) 259-3164 DlRECTLY OR INDIRECTLY TO PND. N0. DATE BY R�,�S�oN D E M 0 L I T I 0 N P LA N SHEET No. 20 oF ,95