2600 FEDERAL AVE 2021 PORT OF EVERETT 2025-09-29

ABBREVIATIONS (CONTINUEDI LF LINEAR FEET OC ON CENTER SCH SCHEDULE T TELECOMMUNICATION UTILITY LOC LOCATION OHW ORDINARY HIGH WATER SD STORM DRAIN T&B TOP AND BOTTOM LS LANDSIDE OPP OPPODITE SDFM STORM DRAIN FORCE MAIN TB THRUST BLOCK MAT'LS MATERIALS OWS OIL/WATER SEPARATOR SDMH STORM DRAIN MANHOLE TC TOP OF CURB ME MATCH EXISTING P POWER SF STORM FILTER TD TRENCH DRAIN MH MANHOLE PDA PILE DRIVING ANALYZER SIM SIMILAR TYR TYPICAL MHHW MEAN HIGHER HIGH WATER PP POWER POLE SNO PUD SNOHOMISH COUNTY PUBLIC UTILITY DISTRICT U UNKNOWN UTILITY MHW MEAN HIGH WATER PRV PRESSURE REDUCING VALVE SOW SCOPE OF WORK UGP UNDERGROUND POWER MIN MINIMUM PSI POUNDS PER SQUARE INCH SS SANITARY SEWER, STAINLESS STEEL UNC UNIFIED NATIONAL COARSE MLLW MEAN LOWER LOW WATER PVC POLYVINYL CHLORIDE SSFM SANITARY SEWER FORCE MAIN UNO UNLESS NOTED OTHERWISE MLW MEAN LOW WATER PVMT PAVEMENT SSMH SANITARY SEWER MANHOLE VEG VEGETATION MSRC MARINE SPILL RESPONSE CORPORATION REF REFERENCE DIMENSION SSS SIDE SANITARY SEWER VERT VERTICAL MTCA MODEL TOXICS CONTROL ACT REINF REINFORCEMENT ST STREET VIF VERIFY IN FIELD MW MONITORING WELL REPL REPLACE STD STANDARD W WATER NIC NOT IN CONTRACT REQ'D REQUIRED SWPPP STORMWATER POLLUTION PREVENTION PLAN WHS WELDED HEADED STUD NT NORTON TERMINAL REV REVISION SYMM SYMMETRIC W/ WITH NTS NOT TO SCALE RD ROAD W/0 WITHOUT R.O.W. RIGHT—OF—WAY WABO WASHINGTON ASSOCIATION OF RPBA REDUCED PRESSURE BACKFLOW ASSEMBLY BUILDING OFFICIALS RW RETAINING WALL WM WATER MAIN WS WATERSIDE GENERAL NOTES: 1. ALL CURRENT OSTRUCTIVERSIOONNOF THE CITY OFSHALL CONFORMEVEERETTO EE PLANS ASSTA DARDS.ND SPECIFICATIONS AND THE REQUIREMENTDS.ESEEVSPOECIFICATIONBSEFORAADDITONACCODANCLE EQUI ETMENTS.WITH SATE FEDERAL LEGEND: 2. CONTRACTOR SHALL VERIFY ALL LEVELS, DIMENSIONS, AND EXISTING CONDITIONS IN THE 12. THE CONTRACTOR SHALL KEEP ALL STREETS AND VEHICULAR TRAFFIC AREAS USED FOR ® BORE HOLE EXISTING CONTOUR FIELD BEFORE PROCEEDING. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY THIS WORK CLEAN AT ALL TIMES, SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. ® MONUMENT WELL xxx CEF EXISTING CHAINLINK FENCE DISCREPANCIES OR FIELD CHANGES PRIOR TO INSTALLATION OR FABRICATION. IN CASE IN WATER VALVE OHW OHW EXISTING OVERHEAD WIRE LINE OF DISCREPANCIES BETWEEN THE EXISTING CONDITIONS AND THE PLANS, THE 13. CONTRACTOR IS RESPONSIBLE FOR ANY TRAFFIC CONTROLS REQUIRED DURING THE WATER SPIGOT CONTRACTOR SHALL OBTAIN DIRECTION FROM THE ENGINEER BEFORE PROCEEDING. DURATION OF THIS PROJECT, PER CONTRACTOR'S OPERATION. ALL TRAFFIC CONTROL ss SS EXISTING SANITARY SEWER LINE DIMENSIONS AND CALLOUTS NOTED AS PLUS OR MINUS (t) OR (REF) INDICATE SHALL BE IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. O SANITARY SEWER MANHOLE UNVERIFIED DIMENSIONS AND ARE APPROXIMATE. NOTIFY THE ENGINEER IMMEDIATELY OF ® STORM DRAIN MANHOLE ueP ucP EXISTING UNDERGROUND POWER LINE CONFLICTS OR EXCESSIVE VARIATIONS FROM AS INDICATED. NOTED DIMENSIONS TAKE 14. CONTRACTOR SHALL BE AWARE OF FACILITY OPERATION REQUIREMENTS AND SHALL o TELEPHONE RISER w W EXISTING WATER LINE PRECEDENCE OVER SCALED DIMENSIONS — DO NOT SCALE THE PLANS. COORDINATE ACCESS TO THE SITE WITH THE ENGINEER. CONTRACTOR SHALL MAINTAIN Fo FG EXISTING FIBER OPTIC ADJACENT TENANT ACCESS AT ALL TIMES AND SHALL NOT RESTRICT TENANT OPERATIONS GUY ANCHOR 3. ALL LOCATIONS OF EXISTING STRUCTURES AND UTILITIES SHOWN HEREIN HAVE BEEN WITHOUT APPROVAL OF THE ENGINEER. MEM ELECTRIC METER sn SD EXISTING STORM DRAIN OBTAINED FROM AVAILABLE RECORDS AND SHOULD, THEREFORE, BE CONSIDERED LUMINARE —BP-- BP BURIED POWER LINE APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE RESPONSIBILITY OF THE 15. THE CONTRACTOR SHALL PLACE CONSTRUCTION DEBRIS CONTROL DEVICES, BOOMS, —T—T— T TELEPHONE LINE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS TARPAULINS AND OTHER DEVICES AS NECESSARY TO PREVENT DEBRIS FROM ENTERING EXISTING PIPE SLOPE SHOWN AND TO FURTHER DISCOVER AND AVOID OTHER UTILITIES NOT SHOWN HEREIN THE WATER, AND AIR BORNE MATERIALS FROM LEAVING THE IMMEDIATE VICINITY OF THE W WATER LINE PROPOSED PIPE SLOPE DIRECTION WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE CONTRACTOR SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANUP OF ANY MATERIALS —— PROPERTY LINE SHALL POTHOLE OR OTHERWISE CONFIRM EXISTING CONDITIONS, SPECIFICALLY PIPE SIZES DEPOSITED OUTSIDE THE WORK AREA. ^ EXISTING GRADE SLOPE DIRECTION PRIOR TO CONSTRUCTION, AND BRING ANY CONFLICTS BETWEEN EXISTING CONDITIONS ----- LEASE LIMIT AND NEW WORK TO THE ENGINEER'S ATTENTION. 16. MAINTAIN UTILITY SERVICE TO EXISTING BUILDINGS, UTILITIES AND FIRE HYDRANTS DURING PROPOSED GRADE SLOPE DIRECTION EASEMENT CONSTRUCTION UNLESS NOTED OTHERWISE OR APPROVED BY THE ENGINEER. INSTALL D FIRE HYDRANT W W WATER 4. THE EXISTING NORTON TERMINAL SITE UTILITIES HAVE UNDERGONE NUMEROUS REPAIR NEW UTILITY LINES TO POINTS OF CONNECTION TO EXISTING UTILITY LINE PRIOR TO AND UPGRADE PROJECTS SINCE THE TIME OF THE ORIGINAL CONSTRUCTION. THESE DEMOLITION OF THE EXISTING LINES, UNLESS NOTED OTHERWISE. WATER SERVICE O LIGHT POLE SS SS SEWER REPAIRS MAY NOT ALL BE REFLECTED IN THESE CONTRACT DOCUMENTS. REFERENCE SHUTDOWNS WILL BE LIMITED TO 2 HOURS FOR EACH UTILITY CROSSOVER AND SHALL SD— STORMWATER DRAWINGS FOR THESE CONTRACTS ARE AVAILABLE FROM THE PORT OF EVERETT. IT IS BE COORDINATED WITH THE ENGINEER. POWER AND COMMUNICATION SHUTDOWNS SHALL TRENCH DRAIN ANTICIPATED THAT MOST SITE UTILITIES WERE DEMOLISHED OR ABANDONED DURING BE LIMITED AND SHALL BE COORDINATED WITH THE ENGINEER. SEE SPECIFICATIONS FOR DEMOLITION OF FORMER KIMBERLY—CLARK SITE. FURTHER SHUTDOWN REQUIREMENTS. FENCE PROPOSED CONTOUR 5. A COPY OF THE PLANS SHALL BE ON—SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 17. CONTRACTOR—INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE PORT FOR THROUGHOUT THE PROGRESS OF THE WORK OF THIS CONTRACT, THE CONTRACTOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP SHALL MAINTAIN AN ACCURATE RECORD OF ALL CHANGES IN THE CONTRACT DOCUMENTS. DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. UPON THE COMPLETION OF THIS CONTRACT, THE CONTRACTOR SHALL PROVIDE ONE REFERENCE SYMBOLS: COMPLETE SET OF CONTRACTOR REDLINE AS—BUILT TO THE PORT OF EVERETT. 18. THE CONTRACTOR SHALL TAKE NECESSARY MEASURES TO PREVENT INTERRUPTION OF OPERATIONS AND PROTECT ALL EXISTING SURFACES/STRUCTURES TO REMAIN AT THE 6. THE CONTRACTOR SHALL LOCATE ALL UTILITIES WITHIN THE PROJECT SITE PRIOR TO FACILITY DURING CONSTRUCTION. DETAILS SHALL BE PRESENTED IN THE CONTRACTOR'S DETAIL # WORK. CONTRACTOR SHALL CONTACT 811 "CALL BEFORE YOU DIG" AND AN INDEPENDENT WORK PLAN. SECTION OR ELEVATION # LOCATING SERVICE TO LOCATE ALL UTILITIES AT LEAST 48 HOURS PRIOR TO WORK. 19. PROJECT NORTH AS INDICATED ON THESE DRAWINGS IS FOR CONVERSATIONAL GENERAL G1.10G .1 7. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS OF EXISTING STRUCTURES AND DIRECTIONAL REFERENCE. BEARINGS NOTES ON DRAWINGS ARE RELATIVE TO TRUE NORTH. SHEET #�� SHEET # OTHER FEATURES THAT MAY IMPACT THE WORK. CONTRACTOR SHALL BRING ANY C1 , C1.1 WHERE DETAIL CONFLICTS TO THE ENGINEER'S ATTENTION PRIOR TO BEGINNING AFFECTED WORK. 20. CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION STABILITY AND TEMPORARY SHEET # SHEET # IS CALLED FROM WHERE DETAIL SUPPORT AS NECESSARY. DETAILED CONSTRUCTION PLANS SHALL BE PREPARED BY THE OCCURS 8. ANY DAMAGE TO EXISTING UTILITIES, OTHER FACILITIES OR EQUIPMENT DUE TO THE CONTRACTOR AND APPROVED BY THE PORT PRIOR TO MOBILIZATION. WHERE SECTION WHERE SECTION OR ELEVATION OR ELEVATION OCCURS CONTRACTOR'S NEGLIGENCE, EXCEPT FOR ITEMS DESIGNATED FOR DEMOLITION, SHALL BE IS CALLED FROM PROMPTLY REPAIRED BY THE CONTRACTOR AT HIS EXPENSE. THIS INCLUDES ITEMS 21. SEE ALSO STRUCTURAL GENERAL NOTES ON SHEETS S1.1—S1.3. 2 OUTSIDE THE WORK AREA AND WITHIN THE PORT OF EVERETT PROPERTY THAT ARE PROJECT DAMAGED BY CONSTRUCTION ACTIVITIES DURING EXECUTION OF THIS CONTRACT. 22. NORTON TERMINAL IS ON THE WASHINGTON STATE DEPARTMENT OF ECOLOGY LIST OF NORTH CONTAMINATED SITES AND IS CURRENTLY IN THE MTCA CLEANUP PROCESS. REFER TO 9. PRIOR TO LAYING PIPE, THE CONTRACTOR SHALL EXPOSE EXISTING WATER, STORM WATER THE SOIL AND GROUNDWATER MANAGEMENT PLAN IN APPENDIX B OF THE SPECIFICATIONS X SECTION/DETAIL AND SEWER PIPING AT CONNECTION POINTS TO VERIFY THAT FIELD CONDITIONS MATCH FOR ADDITIONAL INFORMATION. NORTH ARROW INDICATES X X SCALE: 1/2" = 1'—O" TRUE NORTH INFORMATION SHOWN ON THE PLANS, SPECIFICALLY THE LOCATION, ELEVATION, DIAMETER, AND MATERIAL OF EXISTING PIPE. CONTRACTOR SHALL CONTACT THE ENGINEER IF 23. SEE SHEET G1.3 FOR UNDERGROUND STRUCTURE LOADING CRITERIA REQUIREMENTS. VERT DATUM: NAVD 88 DISCREPANCIES ARE DISCOVERED. CONV TO MLLW = NAVD88+2.03 HORZ DATUM: NAD 83/91 Z LL ACTIVATION AND DEACTIVATION OF UTILITIES L BE ITH THE 0. WIS LSS THAN RT ENTILITY AND THE NOTICE TO THEEUTILITY ANDCENGINEOER.EHALMINIMUM OORDI3ADAYSWADVANCE RECORD DRAWING RE UCEIF SHEETSCA EEACCORDINGLY 4 a P ENGINEER: SCALE: RECORD CONDITIONS N. ASS PORT OF EVERETT SHOWN DWG. N0. N. WATSONW �2 ILLUSTRATED IN THESE Port of PLANS REFLECT DESIGNED BY: DATE: NORTON TERMINAL DEVELOPMENT J. BECKER 05/07/2021 CIP NO. EVERETT INFORMATION 1—8-900-05 O / / PROVIDED BY THE DRAWN BY: CHECKED BY: 8C MTCA 3RD INTERIM ACTION 07 OS 2023 NW RECORD DRAWING K. EDWARDS, D. YU N. WATSON PROJECT 1601 5th Avenue,Suite 1300 10 06/21/2021 NW ISSUED FOR BID CONTRACTOR.RECORD GENERAL NOTES AND LEGEND P.O. Box 538 Seattle,Washington 98101 NO MT—NT-2021—02.2 W ® 05/07/2021 NW FOR CITY REVIEW APPROVED BY: EVERETT, WA 98206 CONDITIONS WERE NOT (425) 259-3164 P OJ CT NO.1 Fax VERIFIED BY ENGINEER. PROJECT NO.1600120 No. DATE BY REwsoN No. DATE BY REVIsoN SHEET N0. 03 OF 150