2600 FEDERAL AVE Utility Plans 2024-12-04

LF LINEAR FEET OC ON CENTER SCH LOC LOCATION OHW ORDINARY HIGH WATER SD LS LANDSIDE OPP OPPODITE SDFM MAT'LS MATERIALS OWS OIL/WATER SEPARATOR SDMH ME MATCH EXISTING P POWER SF MH MANHOLE PDA PILE DRIVING ANALYZER SIM MHHW MEAN HIGHER HIGH WATER PP POWER POLE SNO PUD MHW MEAN HIGH WATER PRV PRESSURE REDUCING VALVE SOW MIN MINIMUM PSI POUNDS PER SQUARE INCH SS MLLW MEAN LOWER LOW WATER PVC POLYVINYL CHLORIDE SSFM MLW MEAN LOW WATER PVMT PAVEMENT SSMH MSRC MARINE SPILL RESPONSE CORPORATION REF REFERENCE DIMENSION SSS MTCA MODEL TOXICS CONTROL ACT REINF REINFORCEMENT ST MW MONITORING WELL REPL REPLACE STD NIC NOT IN CONTRACT REQ'D REQUIRED SWPPP NT NORTON TERMINAL REV REVISION SYMM NTS NOT TO SCALE RD ROAD R.O.W. RIGHT—OF—WAY RPBA REDUCED PRESSURE BACKFLOW ASSEMBLY RW RETAINING WALL GENERAL NOTES: 1. ALL CONSTRUCTION SHALL CONFORM TO THESE PLANS AND SPECIFICATIONS AND THE CURRENT VERSION OF THE CITY OF EVERETT STANDARDS. 2. CONTRACTOR SHALL VERIFY ALL LEVELS, DIMENSIONS, AND EXISTING CONDITIONS IN THE FIELD BEFORE PROCEEDING. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR FIELD CHANGES PRIOR TO INSTALLATION OR FABRICATION. IN CASE OF DISCREPANCIES BETWEEN THE EXISTING CONDITIONS AND THE PLANS, THE CONTRACTOR SHALL OBTAIN DIRECTION FROM THE ENGINEER BEFORE PROCEEDING. DIMENSIONS AND CALLOUTS NOTED AS PLUS OR MINUS (f) OR (REF) INDICATE UNVERIFIED DIMENSIONS AND ARE APPROXIMATE. NOTIFY THE ENGINEER IMMEDIATELY OF CONFLICTS OR EXCESSIVE VARIATIONS FROM AS INDICATED. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS — DO NOT SCALE THE PLANS. 3. ALL LOCATIONS OF EXISTING STRUCTURES AND UTILITIES SHOWN HEREIN HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND SHOULD, THEREFORE, BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID OTHER UTILITIES NOT SHOWN HEREIN WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE CONTRACTOR SHALL POTHOLE OR OTHERWISE CONFIRM EXISTING CONDITIONS, SPECIFICALLY PIPE SIZES PRIOR TO CONSTRUCTION, AND BRING ANY CONFLICTS BETWEEN EXISTING CONDITIONS AND NEW WORK TO THE ENGINEER'S ATTENTION. 4. THE EXISTING NORTON TERMINAL SITE UTILITIES HAVE UNDERGONE NUMEROUS REPAIR AND UPGRADE PROJECTS SINCE THE TIME OF THE ORIGINAL CONSTRUCTION. THESE REPAIRS MAY NOT ALL BE REFLECTED IN THESE CONTRACT DOCUMENTS. REFERENCE DRAWINGS FOR THESE CONTRACTS ARE AVAILABLE FROM THE PORT OF EVERETT. IT IS ANTICIPATED THAT MOST SITE UTILITIES WERE DEMOLISHED OR ABANDONED DURING DEMOLITION OF FORMER KIMBERLY—CLARK SITE. 5. A COPY OF THE PLANS SHALL BE ON —SITE WHENEVER CONSTRUCTION IS IN PROGRESS. THROUGHOUT THE PROGRESS OF THE WORK OF THIS CONTRACT, THE CONTRACTOR SHALL MAINTAIN AN ACCURATE RECORD OF ALL CHANGES IN THE CONTRACT DOCUMENTS. UPON THE COMPLETION OF THIS CONTRACT, THE CONTRACTOR SHALL PROVIDE ONE COMPLETE SET OF CONTRACTOR REDLINE AS —BUILT TO THE PORT OF EVERETT. 6. THE CONTRACTOR SHALL LOCATE ALL UTILITIES WITHIN THE PROJECT SITE PRIOR TO WORK. CONTRACTOR SHALL CONTACT 811 "CALL BEFORE YOU DIG" AND AN INDEPENDENT LOCATING SERVICE TO LOCATE ALL UTILITIES AT LEAST 48 HOURS PRIOR TO WORK. 7. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS OF EXISTING STRUCTURES AND OTHER FEATURES THAT MAY IMPACT THE WORK. CONTRACTOR SHALL BRING ANY CONFLICTS TO THE ENGINEER'S ATTENTION PRIOR TO BEGINNING AFFECTED WORK. 8. ANY DAMAGE TO EXISTING UTILITIES, OTHER FACILITIES OR EQUIPMENT DUE TO THE CONTRACTOR'S NEGLIGENCE, EXCEPT FOR ITEMS DESIGNATED FOR DEMOLITION, SHALL BE PROMPTLY REPAIRED BY THE CONTRACTOR AT HIS EXPENSE. THIS INCLUDES ITEMS OUTSIDE THE WORK AREA AND WITHIN THE PORT OF EVERETT PROPERTY THAT ARE DAMAGED BY CONSTRUCTION ACTIVITIES DURING EXECUTION OF THIS CONTRACT. 9. PRIOR TO LAYING PIPE, THE CONTRACTOR SHALL EXPOSE EXISTING WATER, STORM WATER AND SEWER PIPING AT CONNECTION POINTS TO VERIFY THAT FIELD CONDITIONS MATCH INFORMATION SHOWN ON THE PLANS, SPECIFICALLY THE LOCATION, ELEVATION, DIAMETER, AND MATERIAL OF EXISTING PIPE. CONTRACTOR SHALL CONTACT THE ENGINEER IF DISCREPANCIES ARE DISCOVERED. 10. ALL ACTIVATION AND DEACTIVATION OF UTILITIES SHALL BE COORDINATED WITH THE UTILITY AND THE ENGINEER IN ADVANCE. PROVIDE A MINIMUM OF 3 DAYS ADVANCE WRITTEN NOTICE TO THE UTILITY AND ENGINEER. Port of EVERETT P 0 BOX 538 EVERETT, WA 95206 (425) 259-3164 1601 5th Avenue, Suite 1300 Seattle, Washington 98101 (206) 382-0600 Fax (206) 382-0500 PROJECT NO. 1600120 SCHEDULE T TELECOMMUNICATION UTILITY STORM DRAIN T&B TOP AND BOTTOM STORM DRAIN FORCE MAIN TB THRUST BLOCK STORM DRAIN MANHOLE TC TOP OF CURB STORM FILTER TD TRENCH DRAIN SIMILAR TYP TYPICAL SNOHOMISH COUNTY PUBLIC UTILITY DISTRICT U UNKNOWN UTILITY SCOPE OF WORK UGP UNDERGROUND POWER SANITARY SEWER, STAINLESS STEEL UNC UNIFIED NATIONAL COARSE SANITARY SEWER FORCE MAIN UNO UNLESS NOTED OTHERWISE SANITARY SEWER MANHOLE VEG VEGETATION SIDE SANITARY SEWER VERT VERTICAL STREET VIF VERIFY IN FIELD STANDARD W WATER STORMWATER POLLUTION PREVENTION PLAN WHS WELDED HEADED STUD SYMMETRIC W/ WITH W/0 WITHOUT WABO WASHINGTON ASSOCIATION OF BUILDING OFFICIALS WM WATER MAIN WS WATERSIDE 11. SHORING AND EXCAVATION SHALL BE IN ACCORDANCE WITH STATE AND FEDERAL REQUIREMENTS. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 12. THE CONTRACTOR SHALL KEEP ALL STREETS AND VEHICULAR TRAFFIC AREAS USED FOR THIS WORK CLEAN AT ALL TIMES, SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 13. CONTRACTOR IS RESPONSIBLE FOR ANY TRAFFIC CONTROLS REQUIRED DURING THE DURATION OF THIS PROJECT, PER CONTRACTOR'S OPERATION. ALL TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 14. CONTRACTOR SHALL BE AWARE OF FACILITY OPERATION REQUIREMENTS AND SHALL COORDINATE ACCESS TO THE SITE WITH THE ENGINEER. CONTRACTOR SHALL MAINTAIN ADJACENT TENANT ACCESS AT ALL TIMES AND SHALL NOT RESTRICT TENANT OPERATIONS WITHOUT APPROVAL OF THE ENGINEER. 15. THE CONTRACTOR SHALL PLACE CONSTRUCTION DEBRIS CONTROL DEVICES, BOOMS, TARPAULINS AND OTHER DEVICES AS NECESSARY TO PREVENT DEBRIS FROM ENTERING THE WATER, AND AIR BORNE MATERIALS FROM LEAVING THE IMMEDIATE VICINITY OF THE SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANUP OF ANY MATERIALS DEPOSITED OUTSIDE THE WORK AREA. 16. MAINTAIN UTILITY SERVICE TO EXISTING BUILDINGS, UTILITIES AND FIRE HYDRANTS DURING CONSTRUCTION UNLESS NOTED OTHERWISE OR APPROVED BY THE ENGINEER. INSTALL NEW UTILITY LINES TO POINTS OF CONNECTION TO EXISTING UTILITY LINE PRIOR TO DEMOLITION OF THE EXISTING LINES, UNLESS NOTED OTHERWISE. WATER SERVICE SHUTDOWNS WILL BE LIMITED TO 2 HOURS FOR EACH UTILITY CROSSOVER AND SHALL BE COORDINATED WITH THE ENGINEER. POWER AND COMMUNICATION SHUTDOWNS SHALL BE LIMITED AND SHALL BE COORDINATED WITH THE ENGINEER. SEE SPECIFICATIONS FOR FURTHER SHUTDOWN REQUIREMENTS. 17. CONTRACTOR —INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE PORT FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 18. THE CONTRACTOR SHALL TAKE NECESSARY MEASURES TO PREVENT INTERRUPTION OF OPERATIONS AND PROTECT ALL EXISTING SURFACES/STRUCTURES TO REMAIN AT THE FACILITY DURING CONSTRUCTION. DETAILS SHALL BE PRESENTED IN THE CONTRACTOR'S WORK PLAN. 19. PROJECT NORTH AS INDICATED ON THESE DRAWINGS IS FOR CONVERSATIONAL GENERAL DIRECTIONAL REFERENCE. BEARINGS NOTES ON DRAWINGS ARE RELATIVE TO TRUE NORTH. 20. CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION STABILITY AND TEMPORARY SUPPORT AS NECESSARY. DETAILED CONSTRUCTION PLANS SHALL BE PREPARED BY THE CONTRACTOR AND APPROVED BY THE PORT PRIOR TO MOBILIZATION. 21. SEE ALSO STRUCTURAL GENERAL NOTES ON SHEETS S1.1 —S1 .3. 22. NORTON TERMINAL IS ON THE WASHINGTON STATE DEPARTMENT OF ECOLOGY LIST OF CONTAMINATED SITES AND IS CURRENTLY IN THE MTCA CLEANUP PROCESS. REFER TO THE SOIL AND GROUNDWATER MANAGEMENT PLAN IN APPENDIX B OF THE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 23. SEE SHEET G1.3 FOR UNDERGROUND STRUCTURE LOADING CRITERIA REQUIREMENTS. 0 07/05/2023 NW RECORD DRAWING 0 06/21/2021 NW ISSUED FOR BID DO 05/07/2021 NW FOR CITY REVIEW N0, DATE BY REVISION N0, DATE BY REVISION LEGEND: ® BORE HOLE EXISTING CONTOUR ® MONUMENT WELL x x X— CLF EXISTING CHAINLINK FENCE D4 WATER VALVE OHw OHw EXISTING OVERHEAD WIRE LINE WATER SPIGOT SS ss EXISTING SANITARY SEWER LINE O SANITARY SEWER MANHOLE ® STORM DRAIN MANHOLE uGP UGP EXISTING UNDERGROUND POWER LINE w w EXISTING WATER LINE o TELEPHONE RISER F❑ Fo EXISTING FIBER OPTIC E— GUY ANCHOR sn so EXISTING STORM DRAIN ®EM ELECTRIC METER LUMINARE BP eP BURIED POWER LINE EXISTING PIPE SLOPE T T T TELEPHONE LINE W w WATER LINE � PROPOSED PIPE SLOPE DIRECTION — — PROPERTY LINE — EXISTING GRADE SLOPE DIRECTION _ _ LEASE LIMIT PROPOSED GRADE SLOPE DIRECTION EASEMENT p FIRE HYDRANT W W WATER U LIGHT POLE ss ss SEWER 3n STORMWATER TRENCH DRAIN FENCE PROPOSED CONTOUR WHERE SECTION OR ELEVATION IS CALLED FROM REFERENCE SYMBOLS: SECTION OR ELEVATION # DETAIL # 1 G1.0 G1.1 SHEET # �� WHERE DETAIL SHEET # WHERE DETAIL —SHEET # IS CALLED FROM OCCURS WHERE SECTION OR ELEVATION OCCURS SECTION/DETAIL X I X SCALE: 1 /2" = 1'-0" PROJECT ENGINEER: SCALE: RECORD CONDITIONS N. WATSON AS SHOWN ILLUSTRATED IN THESE PLANS REFLECT DESIGNED BY: J. BECKER DATE, 05/07/2021 INFORMATION PROVIDED BY THE DRAWN BY: CHECKED BY: K. EDWARDS, D. YU N. WATSON CONTRACTOR. RECORD CONDITIONS WERE NOT APPROVED BY: VERIFIED BY ENGINEER. MI 2 / PROJECT NORTH NORTH ARROW INDICATES TRUE NORTH RECORD DRAWING PORT OF EVERETT NORTON TERMINAL DEVELOPMENT & MTCA 3RD INTERIM ACTION GENERAL NOTES AND LEGEND VERT DATUM: NAVD 88 CONV TO MLLW = NAVD88+2.03 HORZ DATUM: NAD 83/91 IF SHEET IS LESS THAN 2204 REDUCE SCALE ACCORDINGLY J DWG. NO. G1.2 CIP NO. 1-8-900-05 PROJECT NO. MT—NT-2021 —02.2 SHEET NO. 03 OF 150 a U LU