1400 SEINER DR 2016 Utility Plans 2022-10-27

STORM DRAINAGE NOTES 6" 4" TRENCH DRAIN EXPANSION JOINT, TYP. 1. NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED, CONCEALED, OR PUT INTO USE UNTIL fT HAS GRATE AND FRAME MIN. BEEN INSPECTED, TESTED, AND ACCEPTED BY THE CITY OF EVERETT. SEE SPECIFICATiON 33 40 00. 2. ALL WORK AND MATERIAL SHALL CONFORM TO THE CITY OF EVERETT STANDARDS AND STANDARD ° a SPECIFICATIONS OF WSDOT/APWA. Q � ° � o 3. APPROXIMATE LOCATIONS OF EXISTING UTILfTIES HAVE BEEN OBTAINED FROM AVAtLABLE RECORDS AND a a Qa w � ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF a a Q ° o � LOCATIONS AND TO AVOID DAMAGE TO ANY ADDITIONAL UTILITIES SHOWN. IF CONFLICTS WITH EXISTING � � ° . a . U' w UTILITIES ARISE DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR � a � w w� A N D A N Y C H A N G E S R E Q U I R E D S H A L L B E A P P R O V E D B Y T H E C I T Y E N G 1 N E E R P R I O R T O C O M M E N C E M E N T � `'� OF RELATED CONSTRUCTION ON THE PROJECT. ° a � c�n n 4. ALL STORM SYSTEMS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN EASEMENTS MUST BE STAKEQ BY A � , a a . ° a Q zo LICENSED SURVEYOR FOR LINE AND GRADE PRIOR TO STARTlNG CONSTRUCTION. � ° d c� ,_ 5. ALL CATCH BASIN GRATES MUST BE STENCILED OR STAMPED "DUMP NO WASTE, DRAINS TO STREAM, � a " a � � W LAKE, RIVER, PUGET SOUND, OR WETLAND." CHOOSE APPRQPRIATE FEATURE FOR PROJECT. a ~ "' 6. ALL TRENCHING AND PIPE BEDDING PER COE STANDARD DETAILS 610 AND 611. a �° a a a ._._ �� 4 � /� Q Q a a ': :A' REINFORCEMENT NOT ° a � SHOWN FOR CLARITY a a a � PIPE TO BE FLUSH WITH DRAIN o�a o � CHANNEL GROUT PIPE CAST PIPE / o�� ; TO FORM WATER TIGHT SEAL o ': o�o PIPE CONNECTION MAY BE �P �'! C.�� PERPENDICULAR TO TRENCH DRAIN a�o '�� ' o o FLOW LINE TO MEET FIELD CONDITI�NS �� P a O� o 4"� PCV PIPE �� : vU� C� � � � � 4"� PVC ELBOW co ca o co co co �� o c��Qo�c��o�jo � TRENCH DRAIN CONNECTION 3.0 4" TRENCH DRAIN � 6" �5" MIN. PER GRATE AND FRAME 3 N MIN. MANUFACTURER FINISHED CONCRETE � � SURFACE i � o FINISH GRADE � i i 3 `� � � � �. 4 ' � Q � W c�l U � 4 � � � Z � ° EXPANSION JOINT, TYP. � o ,- � w � �w � � a (4) #5 REBAR � W w c=r� � i � w = ° a m � � �`' ° . _ � z � a � #5 STIRRUPS �, � � a . @ 1>_6» O.C. z � � Q . a a ~ N � ° ° CLASS 4,000 _ � ° CONCRETE % 3„ MIN. ° a . Q ; CLR. FORMED CONCRETE DRAIN CHANNEL o °TYR? � a � � a OR PREFABRICATED SECTIONS. TO DRAIN AT 0.6% TO Q a a TRENCH DRAIN CONNECTION c� a Q z . z z J a � Z � � � m I � U 0 �ri 0 0 / W a TRENCH DRAIN SECTION � � IF THIS DRAWING IS NOT 22"x34" SCALE ACCORDINGLY, 3�0 R E C O R D D R A W I N G � 0 � PROJECT ENGiNEER: SCALE: PORT OF EVERETT DWG. NO. 0 o PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY �. KEISER NOTED C�. � � Q a PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE � � Ort ,� CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. �ESt�NED BY: DATE: WHERE SPECIFICATIONS ARE GENERAL OR NOT CA�LED OUT, C. WIEST JUN. 2016 W A T E R F R 0 N T P LA C E C E N T R A L CIP No. 2-0-045-01 6-8-001-06 � � � � � 1736 Fourth Avenue S.Suite A � � o Seattle Washington 98134 THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF � � �' VERETT F I S H E R M A N S H A R B 0 R 6—$-00,-0�, s-8—oo,—os f � P:206.624.1387 INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY DRAWN BY: CHECKED BY: \� ENGINEERS, INC. www.pndengineers.com �1 9/15/18 JBK RECORD DRAWING AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN G. DEAN N. ALEXANDER PROJECT PD-WP-2016-01 P.O. BOX 538 APPROVAL FRQM PND. DRAWINGS ARE ALSO NOT TO BE USED D R A I N A G E D E T A I L S N0. �j EVERETT, wA ss2os QO 6/30/16 JBK ISSUED F� BID AND CONSTRUCTION IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT APPRovED BY: o Y DIRECTLY OR INDIRECTLY TO PND. (425) 259-3164 N0. DATE BY REVISION SHEET NO. 78 OF 195