600 RIVERSIDE RD 2018 RIVERSIDE BUSINESS PARK Utility Plans 2022-10-27

GENERAL PROJECT NOTES: DEMOLITION AND CLEARING NOTES TESC NOTES 1. ALL WORK SHALL CONFORM TO THE 2018 EDITION OF CITY OF EVERETT DESIGN AND 20. INSPECTION AND ACCEPTANCE OF ALL WORK IN THE PUBLIC RIGHT OF WAY (AND WITHIN 1. DEMOLITION OF ELEMENTS WITHIN THE CLEARING LIMITS OR LIMITS OF WORK SHALL BE VERIFIED 1. SURVEY SHOWN ON DESIGN DRAWINGS HAS BEEN SCREENED FOR CLARITY. REFER TO CONSTRUCTION STANDARDS AND SPECIFICATIONS. THESE STANDARD PLANS ARE REFERENCED LIMITS OF WORK) SHALL BE DONE BY REPRESENTATIVES OF THE CITY OF EVERETT AND PORT AND INCLUDED IN THE PROJECT CONSTRUCTION COSTS FOR REMOVAL, HAUL AWAY AND BACKFILL SURVEY SHEETS FOR EXISTING CONDITIONS. TO IN THESE DESIGN DRAWINGS. A COPY OF THESE DOCUMENTS SHALL BE ON SITE DURING OF EVERETT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE AND SCHEDULE BY THE CONTRACTOR WITHOUT ANY ADDITIONAL CHANGER ORDER REQUESTS. CONSTRUCTION. ANY DISCREPANCIES FOUND BETWEEN CITY STANDARDS AND THE CONTRACT APPROPRIATE INSPECTIONS ALLOWING FOR PROPER ADVANCE NOTICE. THE PORT OR STREET 2. CONTRACTOR SHALL PROVIDE CONSTRUCTION FENCING AND SILT FENCE AS REQUIRED FOR DOCUMENTS SHALL BE BROUGHT TO THE ENGINEERS ATTENTION PRIOR TO PERFORMING THE INSPECTOR MAY REQUIRE REMOVAL AND RECONSTRUCTION OF ANY ITEMS PLACED IN THE 2. DEMOLITION ITEMS NOT INDIVIDUALLY CALLED FOR REMOVAL SHALL BE REMOVED TO A DEPTH TO SAFETY AND TESC, AND AS DIRECTED BY THE PORT. CONSTRUCTION FENCE AND SILT WORK. RIGHT OF WAY THAT DO NOT MEET CITY STANDARDS OR THAT WERE CONSTRUCTED WITHOUT ALLOW FOR TRAIL CONSTRUCTION AND LANDSCAPE INSTALLATION. FENCE SHOWN REPRESENTS A CONCEPT NOT INCLUSIVE OF ALL WORK. CONTRACTOR APPROPRIATE INSPECTIONS. SHALL MODIFY FENCE CONFIGURATION TO ACCOMMODATE THE CURRENT STAGE OF 2. A COPY OF THE APPROVED PLAN MUST BE ON SITE WHENEVER CONSTRUCTION IS IN 3. DEMOLITION OF EXISTING PUMPING STATION SHALL INCLUDE REMOVAL AND DISPOSAL OF PUMPS, CONSTRUCTION AND PEDESTRIAN TRAFFIC FLOW. SEE DEMOLITION SERIES FOR ASSOCIATED PROGRESS. 21. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY EROSION CONTROL AND ASSOCIATED PLUMBING, METAL COVER, AND ALL ELECTRICAL COMPONENTS ASSOCIATED WITH THE DEMOLITION ACTIVITY. SEDIMENTATION COLLECTION FACILITIES TO ENSURE THAT SEDIMENT-LADEN WATER DOES NOT LIFT STATION. CONCRETE PLUG ALL IN/OUT PIPE OPENINGS ABOVE STRUCTURE DEMOLITION. DO 3. LOCAL AND EMERGENCY ACCESS SHALL BE MAINTAINED AT ALL TIMES. ENTER THE SNOHOMISH RIVER. AS CONSTRUCTION PROGRESSES AND UNEXPECTED (SEASONAL) NOT BREAK BOTTOM STRUCTURE SLAB TO PROMOTE DRAINAGE. DEMOLISH UPPER 4 FEET AND 3. BARE AND/OR DISTURBED SOILS SHALL REMAIN UNCOVERED AND/OR UNSTABILIZED FOR CONDITIONS DICTATE, ADDITIONAL CONTROL FACILITIES MAY BE REQUIRED. DURING THE COURSE BACKFILL INTO STRUCTURE. FILL ALL VOIDS WITH CLEAN NATIVE BACKFILL SOIL AND PREPARE NO MORE THAN 2 DAYS FROM OCTOBER 1 THROUGH APRIL 30, AND FOR NO MORE THAN 4. ALL PERMITS REQUIRED FOR WORK WITHIN THE PUBLIC RIGHT OF WAY (AND WITHIN LIMITS OF OF CONSTRUCTION. IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE CONTRACTOR UPPER SURFACE IN ACCORDANCE TO FINISHED SURFACE REQUIREMENTS TO ACCOMMODATE A 7 DAYS FROM MAY 1 THROUGH SEPTEMBER 30. WORK) MUST BE OBTAINED PRIOR TO THE START OF CONSTRUCTION. TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE CONTRACTOR'S ACTIVITIES PAVED TRAIL OR LANDSCAPE PLANTINGS. AND TO PROVIDE ADDITIONAL FACILITIES THAT MAY BE NEEDED TO PROTECT ADJACENT 4. CONTRACTOR SHALL KEEP STREET FREE OF SEDIMENT. IF SEDIMENT IS TRACKED ONTO 5. PRIOR TO THE START OF CONSTRUCTION WITHIN THE RIGHT OF WAY (AND WITHIN LIMITS OF PROPERTIES. 4. REMOVAL OF MECHANICAL/PLUMBING PIPING ENCOUNTERED DURING TRAIL EXCAVATION SHALL STREET, STREET SWEEPING SHALL BE IMPLEMENTED IMMEDIATELY TO CORRECT. WORK), THE CONTRACTOR SHALL SCHEDULE AND ATTEND A PRECONSTRUCTION MEETING WITH INCLUDE ALL REQUIRED SAWCUT AND PLUGGING ENDS OF PIPE TO A DEPTH NECESSARY TO THE CITY OF EVERETT PUBLIC WORKS DEPARTMENT AND THE PORT OF EVERETT. 22. THE CONTRACTOR SHALL KEEP ALL PAVED SURFACES IN THE RIGHT OF WAY CLEAN BY ACCOMMODATE PROPOSED IMPROVEMENTS. BACKFILL OVEREXCAVATION WITH STRUCTURAL FILL 5. TEMPORARY EROSION AND SEDIMENT CONTROL (TESC) MEASURES SHALL BE IN PLACE SWEEPING. UNLESS NOTED OTHERWISE BY ENGINEER. AND OPERATING PRIOR TO DEMOLITION AND CONSTRUCTION ACTIVITIES. ADDITIONAL 6. THE CONTRACTOR SHALL PROTECT ALL AREAS OUTSIDE THE WORK ZONE AND OUTSIDE THE EROSION CONTROL MEASURES MAY BE REQUIRED BY THE PORT AND THE CITY DEPENDING RIGHT-OF-WAY FROM DISTURBANCE. ALL DISTURBED AREAS SHALL BE FULLY RESTORED TO 23. CONTRACTOR'S TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE CITY OF EVERETT 5. DEMOLITION AND REMOVAL OF FOREIGN MATERIAL OR CONSTRUCTION DEBRIS ENCOUNTERED ON SITE AND WEATHER CONDITIONS. PROPOSED OR PRE-EXISTING CONDITIONS. TRAFFIC CONTROL MANUAL FOR IN-STREET WORK. AN APPROVED TRAFFIC CONTROL PLAN DURING TRAIL EXCAVATION SHALL INCLUDE SUFFICIENT DEPTH TO ACCOMMODATE PROPOSED WILL BE REQUIRED FOR ALL ARTERIAL STREETS PRIOR TO BEGINNING CONSTRUCTION. IMPROVEMENTS. BACKFILL OVEREXCAVATION WITH STRUCTURAL FILL UNLESS NOTED OTHERWISE 6. ALL EXISTING AND PROPOSED CATCH DOWNSTREAM OF DISTURBED AREAS SHALL 7. ALL DAMAGE TO INFRASTRUCTURE CAUSED BY THE CONSTRUCTION SHALL BE REPAIRED IN BY ENGINEER. BE PROTECTED DURING CONSTRUCTION PER STANDARD PLAN NO. 210. KIND OR AS REQUIRED BY THE CITY OF EVERETT INSPECTOR AND PORT REPRESENTATIVE. 24. ALL WORK PERFORMED BY ANY CITY OF EVERETT DEPARTMENTS AND OTHER UTILITY PURVEYORS TO REMOVE OR RELOCATE EXISTING UTILITIES SHALL BE DONE AT THE 6. SAWCUT SURFACE IMPROVEMENTS TO BLEND NEW IMPROVEMENTS SHALL INCLUDE THROUGH DEPTH 7. THE CONTRACTOR SHALL PROVIDE PERIODIC STREET CLEANING TO REMOVE ANY SEDIMENT 8. THE APPROVED PLANS SHOW THE APPROXIMATE AREA OF PAVEMENT RESTORATION BASED ON CONTRACTOR'S EXPENSE. AND INCLUDE REMOVAL, DEMOLITION AND HAUL AWAY. TRACKED OFF THE SITE. THE DEPTH OF EXCAVATIONS AND/OR THE AREA OF CURB AND/OR PAVEMENT TO BE REMOVED AND REPLACED. THE ACTUAL LIMITS OF THE PAVEMENT RESTORATION SHALL BE 25. CARE SHALL BE EXERCISED WHEN EXCAVATING NEAR EXISTING CHARGED WATER MAINS. 7. TEMPORARY INGRESS EGRESS CONSTRUCTION ENTRANCES ARE SHOWN ON OPPOSITE ENDS OF THE 8. THE CONTRACTOR SHALL PERFORM ROUTINE INSPECTION AND MAINTENANCE OF ALL DETERMINED IN THE FIELD WITH THE CITY OF EVERETT INSPECTOR AND PORT REPRESENTATIVE INGRESS/ EGRESS TO THE PAVEMENT RESTORATION. PROJECT TO KEEP CONSTRUCTION EQUIPMENT IN DESIGNATED CONSTRUCTION AREAS. CONTRACTOR INSTALLED EROSION AND SEDIMENT CONTROL BMP'S, ESPECIALLY AFTER STORMS. SHALL BE PREPARED TO ADJUST THEIR LOCATIONS TO AVOID MONTIORING WELLS AND ABOVE 9. HORIZONTAL DATUM: NAD 83/91. VERTICAL DATUM: NAVD 88. GENERAL CONSTRUCTION NOTES: GROUND UTILITIES PROTECTED TO REMAIN. CONTRACTOR SHALL ALSO BE PREPARED TO REMOVE 9. APPROPRIATE MEASURES SHALL BE TAKEN TO STOP SEDIMENTS FROM ENTERING WATER AND REPLACE EXISTING GUARDRAIL SYSTEM, ACCOMMODATE LAND CLEARING AND GRADING AS WAYS IF THE PROPOSED BMP'S FAIL. 10. SURVEYING AND STAKING OF ALL IMPROVEMENTS IN THE PUBLIC RIGHT OF WAY (AND WITHIN 1. EXISTING WATER SERVICES SHOWN ARE BASED ON CITY/PORT RECORDS AND ARE APPROXIMATE NEEEDED. AT PROJECT COMPLETION, DISTURBED AREAS SHALL BE HYDROSEEDED OR OTHERWISE LIMITS OF WORK) SHALL BE COMPLETED PRIOR TO CONSTRUCTION AND COORDINATED WITH ONLY. CONTRACTOR SHALL VERIFY PRIOR TO CONSTRUCTION. RESTORED WITH LANDSCAPED COVER NOTED ELSEWHERE IN THE PLANS. CITY INSPECTOR AND PORT REPRESENTATIVE TO VERIFY POSITIVE DRAINAGE IS OBTAINED. 8. THE PROJECT DESIGN ANTICIPATES EXCAVATION OF UNSUITABLE TOP SOILS UNDER THE TRAIL AND 2. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE VIEW POINTS AND WASTE ON SITE. CONTRACTOR SHALL PREPARE, FOR APPROVAL BY THE PORT, 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REFERENCING AND REPLACING ALL MONUMENTS RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR A SEQUENCE AND LOCATION PLAN TO REUSE THE EXCAVATED SOILS IN THE LANDSCAPE AREAS. THAT MAY BE DISTURBED, DESTROYED OR REMOVED BY THE PROJECT AND SHALL FILE AN VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO ANY ADDITIONAL UTILITIES NOT SHOWN. SEE NOTES BELOW FOR SOIL AMENDING PREPARATIONS. APPLICATION FOR PERMIT TO REMOVE OR DESTROY A SURVEY MONUMENT WITH THE IF CONFLICTS WITH EXISTING UTILITIES ARISE DURING CONSTRUCTION, THE CONTRACTOR SHALL WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, PURSUANT TO RCW 58.24.040(8). NOTIFY THE ENGINEER. ANY CHANGES REQUIRED SHALL BE APPROVED BY THE PORT AND THE 9. THE PROJECT SITE IS INTENDED TO BE CLEARED AND ROTOTILLED PRIOR TO PLANTING NEW CITY PRIOR TO COMMENCEMENT OF RELATED CONSTRUCTION ON THE PROJECT. LANDSCAPING. CONTRACTOR SHALL REMOVE EXISTING INVASIVE PLANTS, INCLUDING ROOTS, TO 12. THE CONTRACTOR SHALL COORDINATE WITH PORT REPRESENTATIVE FOR ANY SUBMITTAL OF DOCUMENTS IN CONFORMANCE WITH THE STANDARD SPECIFICATIONS PRIOR TO CONSTRUCTION. 3. CONTRACTOR SHALL NOTE INVERT ELEVATIONS ON EXISTING AND PROPOSED MANHOLES. AVOID RE-EMERGENCE WITH THE NEW PLANTINGS. A MATERIAL SOURCE FORM FOR ALL MATERIALS TO BE PLACED IN THE RIGHT OF WAY (AND NOTIFY ENGINEER IF ELEVATIONS DIFFER FROM PLANS PRIOR TO ORDERING MANHOLES. 10. ROTOTILLING OF EXISTING SURFACE WILL REQUIRED AMENDING SOILS WITH ORGANIC MATERIALS AS WITHIN LIMITS OF WORK) AND MIX DESIGNS FOR ALL ASPHALT, CONCRETE AND AGGREGATES NOTED IN THE SPECIFICATIONS TO PREPARE THE SOILS FOR LANDSCAPE PLANTING. TO BE PLACED MAY REQUIRE SUBMITTAL FOR REVIEW AND APPROVAL PRIOR TO BEGINNING 4. SOME EXISTING DRY SIDE SEWERS AND CAPPED TEES MAY BE ENCOUNTERED. VERIFY WITH THE CONSTRUCTION. PORT IF REPLACEMENT SIDE SEWER IS REQUIRED. 13. THE CONTRACTOR SHALL NOTIFY THE EVERETT FIRE DEPARTMENT DISPATCHER AT LEAST 5. DO NOT ALLOW SEDIMENT LADEN WATERS TO ENTER SNOHOMISH RIVER. AT A MINIMUM PROVIDE TWENTY-FOUR (24) HOURS IN ADVANCE OF ALL WATER SERVICE INTERRUPTIONS, HYDRANT CB PROTECTION IMMEDIATELY DOWNSTREAM OF PROJECT. PROVIDE ADDITIONAL EROSION AND SHUTOFFS, AND STREET CLOSURES OR OTHER ACCESS BLOCKAGE. THE CONTRACTOR SHALL SEDIMENT CONTROL AS DIRECTED BY PORT REPRESENTATIVE. ALSO NOTIFY THE DISPATCHER OF ALL NEW, RELOCATED, OR ELIMINATED HYDRANTS RESULTING FROM THIS WORK. 6. DO NOT ALLOW FLOW OF STORMWATER INTO THE EXCAVATION. USE TEMPORARY BYPASS PIPING 3 AND PUMPS TO INTERCEPT FLOWS UPSTREAM OF THE WORK AREA AND DISCHARGE TO POND 14. THE CONTRACTOR SHALL LOCATE AND PROTECT ALL CASTINGS AND UTILITIES DURING AFTER PRETREATMENT. Z CONSTRUCTION. 15. THE CONTRACTOR SHALL CONTACT THE UNDERGROUND UTILITIES LOCATOR SERVICE 7. ALL SAWCUT PAVEMENT TO BE RESTORED AT THE LIMITS INDICATED ON THE DRAWINGS. (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL 8. INSTALLATION OF RELOCATED SIGN POSTS SHALL BE PER CITY OF EVERETT STANDARD DETAILS BE RESPONSIBLE FOR PROVIDING A PRIVATE LOCATOR SERVICE TO LOCATE ALL UTILITIES NOT NO. 715 AND NO. 716. MARKED BY DIAL-A-DIG WITHOUT ADDITIONAL EXPENSE TO THE PORT. 9. CONTRACTOR SHALL FIELD VERIFY EXISTING PIPE MATERIAL AND OUTER DIAMETER WHERE 16. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE ACCURACY OF ALL CONNECTING TO EXISTING PIPE PRIOR TO ORDERING COUPLINGS. UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT § SHOWN WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THESE IMPROVEMENTS. a 17. THE CONTRACTOR SHALL ADJUST ALL EXISTING MANHOLE RIMS, DRAINAGE STRUCTURE LIDS, LI VALVE BOXES, AND UTILITY ACCESS STRUCTURES TO FINISH GRADE WITHIN AREAS AFFECTED 6- BY THE PROPOSED IMPROVEMENTS. m 6 18. THE CONTRACTOR SHALL PROVIDE AND PAY FOR ALL TESTING AS REQUIRED BY THE STREET cz INSPECTOR OR THE PORT OF EVERETT. N 19. BACKFILL MATERIAL USED IN PUBLIC RIGHT OF WAY (AND WITHIN LIMITS OF WORK) SHALL RECORD DRAWINGS MEET CITY OF EVERETT DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS AND THE THESE RECORD DOCUMENTS HAVE BEEN PREPARED FROM THE 0 STANDARDS SET FORTH IN THE PROJECT MANUAL. to CONTRACTOR'S REDLINED MARK-UPS OF THE CONSTRUCTION DOCUMENTS. THE ENGINEER OF RECORD SIGNING OR NOTED IN S THESE RECORD DRAWINGS HAS NOT WITNESSED ALL ELEMENTS OF g CONSTRUCTION AND IS NOT RESPONSIBLE FOR ERRORS OR OMISSIONS IN DATA PROVIDED BY THE CONTRACTOR'S REDLINES. RECORD DRAWINGS I ' Call Q PROJECT ENGINEER: SCALE: DWG. N0. • $1l oQ PORT OF EVERETT two business days C. BORZIO AS SHOWN U 4: before you dig DESIGNED BY: DATE: 0 �.� P ® RIVERSIDE BUSINESS PARK �� C. RAPP 03/23/2018 CIP NO. 3-0-031-01, 'i1 TT 1601 5th Avenue,Suite 1600 3-0-022-01, �< 4 „40., Seattle,WA 98101 e o2.2o.zo Acc RECORD DRAWINGS DRAWN BY: CHECKED BY: PUBLIC ACCESS TRAIL SEGMENTS C, D, 5-0-015-01 N �� S ,' 206.622.5822 T. DEWITT A. CISNEROS F, J , AND K WITH VIEWPOINTS G AND H PROJECT DEMOLITION CLEARING AND N0' PA-RS-2018-02 c:. , P .0. BOX 538 F ,,r . www.kpff.com /0\ 03.23.18 AGC 100% PERMIT SUBMITTAL EVERETT, WA 98206 APPROVED BY: (425) 259-3164 PROJECT NO. 1600312 NO. DATE BY REVISION NO. DATE BY REVISION TESC NOTES SHEET NO. 11 OF 48