1400 SEINER DR 2016 Utility Plans 2022-10-27

' LEGEND CB 124 FHA STORM WATER "' R/W RIGHT OF WAY W W W W W TREATMENT SYSTEM W W W W W W '�f W - - PROPOSED CENTERLINE � � �—� � �— ss SANITARY SEWER � T S � Ss.� �;;� FM SANITARY SEWER FORCE MAIN S� p� � � � ��-,� � �S + �- + s� .s----T -�s SEINER DRIVE 05 9 0o L 05+L �D}-- SD STORM DRAIN CP1 CP2 w W WATER SYSTEM C7 SD SD SD C] � - - O �CP# C O N T R O L P O I N T S P E R C 3.12 ( � C I � ~ CB 1I23 CB 125 � -- CB 126 � 7� � � SS SS SS !W /W R/W R/W ;��yy R/W R W R/W /W R/W R/W� RIGHT OF WAY SDL ALIGNMENT � � EXISTING CB � ;��i � �� � Ir�� _ �— ��— 0 � 1�/ �� �^ � _, _ _____ — .� _ — — _ _ _ _____ -- -- -- -- — — — — — — �� - LIMITS OF WORK �, PLAN 3 � SCALE W FEET 0 r- r�i v 20 0 20 40 I rn 0 ri U I ca � O t� � 40 ( 40 Z I I f � -!— —I — ►,— --I-- —! — �-- !-- --! — !— -- ----! - �-- —! —! — !— ---I— --I — I— —I— — — --- !— --I - I-- ?— ---I --- — !- --! — --I— ----� — !-- —!— —! — !— !— � — I— — —I — !— —l--- —I — !— —!— —� — !— —I— — � 3o I I C i I { I I I I i I I I I f I I f I I I I I I I I I I I 3 0 � I I � OUTLET FLOW CONTROL � ( i I I ( PROFILE � PROFILE I i I I I I I I I I I ESPLANADE I i ORIFICE & RISER , GRADE , � T 1 I- I � � � � 18.82''-- -2 �I � I- �I �� I �I — � �T -- � � IFG1RIM I � — � —I — -� —I ' I f FGRIM � � � I G—IE � � '� � � � � T OVERFLOW WIER EL=14.28 19.69 = 20 ( � � � FG RIM � � , , � � j ( � ( I I I I � ADJUST RIM COVER I I I I � ' 17.62' ' � i 17.41' I � 20 Q I I ( 24.42 LF 24" CPEP 11.39 �LF TO FINISHED GRADE � , EXISTING - - - - - - _ I _ l I I I _----- — „ I - - - _ _ -- - „ I I 1 I I I I I I I SEAWALLI I _ + I I I ' � I I f 24 CPEP , , , , 69.56 LF 24 CPEP- ; � — — — ; — ; — — EXISTING — — - — — — — — � 10 � � � OUTFALL � ( ( ( ( I I I » I�2 �. � � � � � � � � � . o , � � � , , , , , � � , INSTALL 24 � 10 � CB 125 � 0.5% CB 126 ' 0.5� 39.79 LF � TIDEFLEX VALVE TO v� � RIM: 18.82 IE IN: 12.61 I I � i i RIM: 19.14' i i i i I EXISTING OUTFALL � T � — � -- INV IN: 12.88' 24" CPEP� �- - � �- `� �'- � -- � + v{ ^ � � IE OUT: 11.28' - , ,� �� 1 � � �1 � EXISTING CB— I— � I I I I � I � � � — � T � a � INV OUT: 12.78' 24" CPEP ( � } I � � ( � 2 INV OUT1111 12? 24'C CPP 2 2 RIM:�� 19.40' INV IN: 10.77 24 CPEP � � � � � � ( � 0 Z � � � � � � � I I � � � � ( ( I � INV OUT: 5.05' 24" CPP � � � � � � � � � z aZ --�---- -� - � � ---1 - � -r --1 - r- - -1 �. r- .�--- --� -- r- -r � _ r- _r_ _ _- � -�. -1 - � �_ --� -_ �_ _� --1 - - --- --1 - �- -r -� - r- -�-- --1 - r-- - -� - r- �- -� - r- �-- --1 - �- ¢ fi � —10 ! I I I I I —10 , -0+50 0+00 0+50 1+00 1+50 2+00 � 0 �ri 0 0 � � w � PROFILE � � IF THIS DRAWING IS NOT 22"x34" SCALE ACCORDINGLY. 1 H:,o� R D D R A W I N G 0 � PROJECT ENGWEER: SCALE PORT O� EVERETT DWG. NO. o � PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY �. KEISER NOTED � Q � PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE ■ o � Or � � Q3 9/15/18 JBK RECORD DRAWING CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. �Esi�NE� BY: �arE: p � 1736 FourthAvenue S.SuiteA WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, M. O'CONNOR �UN. 20,6 W AT E R F R 0 N T P LA C E C E N T R A L CIP N0. 2-0-045-01, 6-8-001-06� a � � � Seattle,Washington 98134 Q 1/31/17 JBK PERMIT REVISIONS THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF f ao % 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 6-8-00�-0�, 6-8-OQ1-08 � � ENGINEERS, INC. www.pndengineers.com � 8�22f�6 JBK ADDENDUM 1 AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN D. McDONALD C. WIEST � � � PROJECT Q, N P.O. BOX 538 / APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED F I S H E R Ni A N S A No. PD-WP-2016-01 �/ EVERETT, wa ss2as OQ 6/30�16 JBK ISSUED FQR BID AND CONSTRUC110N IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT APPROVED BY: � Y (425) 259-3164 DIRECTLY OR INDIRECTLY TO PND. S T 0 R M T R E A T M N0. DATE BY REVISION E N T S H E ET N O. 7�J O F 1 9 5