1400 SEINER DR 2016 Utility Plans 2022-10-27

. . � . . � . � 1 . - � . � I� � I � � i � � LEGEND NOTES �+03 ss MH 202 gw o R/w RIGHT OF WAY � POINT OF CONNECTION `G I w �W� - PROPOSED CENTERLINE �:/ (1) 20"� HDPE ELBOW (FLxFL) � ��-��/�b! �-�,� � � I � I �' � I � ss ss SANITARY SEWER 2 (1) PSO CLEANOUT ASSEMBLY � < 1+00 �:s FM SANITARY SEWER FORCE MAIN O 4.1 ' � � � a sp s� STORM DRAIN POINT OF CONNECTION �. I - - — 3 - R/W R/W R/W R/W N� � � w WATER SYSTEM (1) PSO CLEANOUT ASSEMBLY �N ,� W W ,� W � �/-f f��9'f/�- DEMOLISHED PS02 �' Pso EXISTING PS�2 O �1) 20"x18" HDPE TEE (WLxWLxFL) _ �, � N k � � ° � PSO NEW PS02 � � � � �� � � � �� � � � � � �Z � � U �� O t�i� t.C) —�— t O c' Wiv1 ��: 2+00 2+50 � <3+50 > - SO PSO '� PSO �� -�- ��. S88° 07' 17.91"E o , . ` ,� EXISTWG SS MH 0+00 SS MH 201 Ss b O JS �. CI� ��, SS � � � S �� I � " � 4' - R/W R/W R�W R�W —. � �" � � � � � PLAN SCALE IN F�EET 20 0 20 40 * FIELD LOCATE EXISTING UTILITIES. ADJUST 18 PS02 AS NECESSARY TO MAINTAIN MINIMUM � "''� I I � I � -T I � � I � � � I �$ VERTlCAL CLEARANCE PER CITY OF � � EVERETT STANDARD PLANS. � � � _ � AS BUILT IE: _ � � __ � + _J _ � � � _ � _ _ � _____ � i � — � � � �. � ( � I PROPOSED � i STORM 1,2"� I 72"� TYPE 2 0 16 GRADE IE 14.82 , I ( I � I 16 � EXISTING RIM = 17.85 � IE (W) 4.4 � � , �_ -1 �I � i � GR�DE I _ _� _ � _�--- —� - --{-- I E (N) 4.4' - -�- ---{ — `--- -�- —I — �-- -�-- ---{ — �--- - CD � � � � NORTHING = 367438.53 � 14 � � � � � � � ( EASTING ,= 1302409.41 � ( � i � 14 i I I I " ( I I� � � AS� BUILT IE: i � f I I I SS MH2O2IE� I I z � � � � T � — EXISTING,� MANHOLE -� � T � T � C� T � T �� 72"� TYPE2 � � � � - � 72 � TYPE 2 RIM = 18.35 �2 0 12 I � � � IE (W) 3.85� I � I � �� IE (E) 4.68' � � „ � I I IE N 4.04 WATER 12 � , i �l ___.__ t� � � � IE (E) 4.00' ._ � � � _ _ , IE 13.00, � IE (S) 3.80 _` � — ( ) - — NORTHING 367502.34 _ o � I I NORTHING = 367439.81 SEWER 12"� I I I EASTING = 1302408.64 ! Q 10 EASTING - 1302370.38 IE 7.93 � I ! I I I � ( 10 _ c��, � � � f— I �� — (� � —� — I � - — � � - -�- -� — �-- -T- --� _-�- _—� _ (� -� I - 1 I I — r - � � 8 ( � ( � I EXISTING $ � � � � ! 1 � � � � � "� CPP � �$"� CPP I I I I � w �1 — I� 1� �I — — EXISTING -- 40 LF 30"� CPP_ 64 LF 30 _ � _ ' � o I i I I � T � 30"� CPP ' � I � � � � T � � Q 6 I � � � � � � SLOPE � I i � � � 6 � I � I I UNKNOWN z _ �1 � � � �I — l�_ _� �� i � I� _� �1 ^ � � ___l � l� _ z �' 4 � i � I � 0.44% � � ( � � � 4 � " 1.02% � 0.5� � � � _ ---� — �--_ _1- -� — �--- _{- --� -- f-- -�-- - — � � � — I� I —I — I f —� — � 1 I� -I � � � -f I — I- - 0 0 2 I I � 2 � � —�+oo o+oo PS02 PROFILE �+o0 2+00 W � IF THIS DRAWING IS NOT 22"x34" SCALE ACCORDINGLY. 1 H:10V R E C O R D D R A W I N G 0 � PROJECT ENGINEER: SCALE: PORT OF EVERETT DWG. 0 o PND ENGINEERS, INC. IS NOT RESPONSIB�E FOR SAFETY �. KEISER NOTED 2 a n' PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE z I Or O CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. DEsiGNED BY: �ATE: W A T E R F R 0 N T P LA C E C E N T p c� ''�f 1736 FourthAvenue S.SuiteA WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, N. ALEXANDER JUN. 20�6 R A L CIP N0. 2-0-045-01, 6-8-00�-06, Q � � � � Seattle,Washington 98134 Q g��5/18 JBK RECORD DRAWING THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF � 6-8-001-07 6-8-001-08 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 � \ � ENGINEERS, INC. www,pndengineers.com � ��31�17 JBK UT1LITY REVISIONS AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN D. McDONALD C. WIEST PROJECT PD-WP-2016-01 P.O. BOX 538 APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED P S O � P LA N A N D P R 0 F I L E N0. �j EVERETT, WA 98206 QO 6/30/16 JBK tSSUED FOR BID AND CONSTRUC110N IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT APPRovED BY: � Y (425) 259-3164 DIRECTLY OR INDIRECTLY TO PND. SHEET N0. 90 OF 195 N0. DATE BY REVISION