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Home My WebLink AboutS-338309M o iii an 270 • SW 1/4, SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. OLYMPIC PIPELINE GENERAL 11I E S CITY OF RENTON, KING COUNTY, WASHINGTON OLYMPIC PIPE LINE COMPANY ('OPEC'), WHICH IS OPERATED BY BP PIPELINES (NORTH AMERICA) INC. ('BP'), IS COMMITTED TO ENVIRONMENTAL STEWARDSHIP AND MAINTAINING THE SAFETY OF ITS EMPLOYEES, CONTRACTORS AND THE GENERAL PUBLIC. THE PIPELINES BP /OPLC OPERATES TRANSPORT VARIOUS LIQUIDS AT HIGH PRESSURE, AND DO SO VERY SAFELY EACH AND EVERY DAY. THERE ARE HOWEVER, POTENTIAL HAZARDS ASSOCIATED WITH CONSTRUCTION OR EXCAVATION WORK AROUND PIPELINES. AS A RESULT OF THESE POTENTIAL HAZARDS, AND IN COMPLIANCE WITH THE REQUIREMENTS IMPOSED UPON BP /OPLC AS AN INDUSTRY REGULATED BY THE U.S. DEPARTMENT OF TRANSPORTATION AND OFFICE OF PIPELINE SAFETY, THE FOLLOWING LIST OF GENERAL REQUIREMENTS FOR WORKING ON THE PIPELINE RIGHTS —OF —WAY HAS BEEN COMPILED. GENERAL SAFETY REQUIREMETa • WASHINGTON ONE —CALL AT 1 -800- 424 -5555 OR OREGON ONE —CALL AT 1- 800 - 332 -2344 MUST BE CONTACTED AT LEAST 48 HOURS (2 WORKING DAYS) BEFORE ANY CONSTRUCTION AND OR EXCAVATION ACTIVITIES ARE INITIATED WITHIN THE PIPELINE RIGHT OF WAY SO THAT OPLC MAY HAVE A REPRESENTATIVE PRESENT TO ENSURE THAT THERE ARE NO CONFLICTS WITH THE PIPELINE. (THERE IS NO COST TO THE THIRD PARTY CONTRACTOR TO USE THE ONE —CALL NOTIFICATION SERVICE. HOWEVER, FAILURE TO UTILIZE THE ONE —CALL SERVICE CAN BE QUITE COSTLY IN TERMS OF UNNECESSARY RISK FOR THE CONTRACTOR/EXCAVATOR, THEIR EMPLOYEES, INNOCENT BYSTANDERS, PERSONAL PROPERTY OF OTHER AND THE ENVIRONMENT; AS WELL AS POTENTIAL CIVIL PENALTIES AND /OR FINES.) • TO HAVE THE PIPELINE PHYSICALLY LOCATED AND DEPTH VERIFIED, PLEASE CALL OPLC'S FIELD PROJECT OFFICE AT (425) 235 -7767 OR THE DAMAGE PREVENTION OFFICE AT (425) 981 -2517. • OPLC REQUIRES A REPRESENTATIVE/INSPECTOR ON SITE WHEN ANY WORK IS BEING PERFORMED WITHIN TEN FEET (10') OF THE PIPELINE(S) OR IF THE REACH OF MECHANIZED EQUIPMENT IS CAPABLE OF EXTENDING WITHIN TEN FEET (10') OF THE PIPELINE(S). FORTY —EIGHT (48) HOURS PRIOR NOTICE TO OPLC IS HIGHLY RECOMMENDED FOR ANY WORK. NOTICE TO OPLC DOES NOT RELIEVE THE CONTRACTOR OF ANY NOTIFICATION RESPONSIBILITY TO THE APPROPRIATE STATE ONE —CALL SYSTEM. • OPLC REQUIRES DETAILED CONSTRUCTION PLANS AND OR DRAWINGS FOR ANY WORK WITHIN THE PIPELINE EASEMENT. OPLC REQUESTS AT LEAST 10 WORKING DAYS FOR REVIEW AND COMMENTS /APPROVAL OF PLANS. PLANS AND DRAWINGS SHOULD BE SUBMITTED TO OLYMPIC PIPELINE COMPANY, FIELD PROJECT OFFICE, 2319 LIND AVE, SW, RENTON WA 98055. • THE CONTRACTOR IS RESPONSIBLE FOR HAVING THE PIPELINE LOCATION ADDED TO THE CONSTRUCTION DRAWINGS. THE CONTRACTOR IS ALSO RESPONSIBLE FOR TAKING ALL THE NECESSARY SAFETY PRECAUTIONS AND WILL BE HELD RESPONSIBLE FOR ANY DAMAGES CAUSED TO THE PIPELINE OR PROPERTY AS A RESULT OF THEIR WORK. EXCAVATION SPECIFIC REQUIREMENTS' • NO EXCAVATION OR CONSTRUCTION ACTIVITY WILL BE PERMITTED IN THE VICINITY OF THE PIPELINE(S) UNTIL ALL APPROPRIATE COMMUNICATIONS HAVE BEEN MADE WITH OPLC'S FIELD PROJECTS AND ENGINEERING PERSONNEL. • THERE SHALL BE NO EXCAVATION OR BACKFILLING WITHIN THE PIPELINE RIGHT OF WAY FOR ANY REASON WITHOUT A REPRESENTATIVE FROM OPLC ON SITE STATING PERMISSION. • IN SOME INSTANCES, EXCAVATION AND OTHER CONSTRUCTION ACTIVITIES AROUND CERTAIN PIPELINES CAN BE CONDUCTED SAFELY ONLY WHEN THE PIPELINE OPERATING PRESSURE HAS BEEN REDUCED. • CONTRACTORS ARE THEREFORE CAU11ONED THAT EXCAVATION WHICH EXPOSES OR SIGNIFICANTLY REDUCES THE COVER OVER A PIPELINE MAY HAVE TO BE DELAYED UNTIL THE REDUCED PRESSURE IS ACHIEVED. GENERAL CONSTRUCTION ACTIVITIES® • THE CONTRACTOR SHALL NOT BE PERMITTED TO TRANSPORT CONSTRUCTION MATERIALS OR EQUIPMENT LONGITUDINALLY OVER THE PIPELINE. • ANY REQUIRED RELOCATION OR ENCASEMENT OF THE PIPELINE(S) WILL BE AT THE DEVELOPER'S EXPENSE. • DEVELOPMENT GRADING SHOULD NOT REMOVE ANY OF THE EXISTING GROUND COVER FROM; OR ADD EXCESSIVE FILL OVER THE PIPELINE(S). OPLC'S PRIOR APPROVAL TO ADD FILL IS REQUIRED. • WHERE IT IS NECESSARY FOR CONSTRUC11ON EQUIPMENT (I.E. TRACTORS, BACKHOES, DUMP TRUCKS ETC.) OR EQUIPMENT TRANSPORTING CONSTRUCTION MATERIALS TO CROSS THE PIPELINE TO GAIN ACCESS TO THE JOB SITE, A CROSSING SHALL BE CONSTRUCTED AT A 90 DEGREE ANGLE TO THE PIPELINE. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROTECTING THE PIPELINE DEPENDING ON DEPTH, SOIL CONDITIONS AND TYPE OF EQUIPMENT USING EITHER FILL OR STEEL SHEETING FOR PROTECTION. OTHER MEANS OF TEMPORARY CROSSING TO PROTECT THE PIPELINE MAY BE CONSIDERED BY OPLC AFTER EVALUATION AND APPROVAL BY OPLC ENGINEERING. • NO TRACK TYPE CONSTRUCTION EQUIPMENT SHALL BE PERMITTED TO PIVOT OR TURN DIRECTLY OVER THE TOP OF THE PIPELINE. • A SCRAPER OR PAN TYPE TRACTOR SHAM NOT BE USED FOR REMOVAL OF SOIL WITHIN TEN FEET (10') OF THE CENTERLINE OF THE PIPELINE. RUBBER TIRE OR SMALL TRACK TYPE EQUIPMENT IS AN ACCEPTABLE ALTERNATIVE. • A SHEEPSFOOT ROLLER SHALL NOT BE USED FOR COMPACTION PURPOSES WITHIN FIVE FEET (5) OF THE CENTERLINE OF THE PIPELINE. • NO VIBRATORY ROLLERS SHALL BE USED WITHIN THREE FEET (3') OF THE CENTERLINE OF THE PIPELINE UNTIL THE COMPACTED COVER OVER THE PIPELINE HAS REACHED A DEPTH OF THREE AND ONE —HALF FEET (31). PARKING LOTS, ROADS, DRIVEWAYS, FENCES AND STRUCTURES • NO PERMANENT STRUCTURES MAY BE CONSTRUCTED ON THE PIPELINE RIGHT OF WAY. • NO ROADS OR FENCES SHALL RUN PARALLEL TO THE PIPELINE WITHIN THE PIPELINE RIGHT OF WAY. ROADS AND FENCES SHALL CROSS THE PIPELINE RIGHT OF WAY AT, OR AS NEAR TO, A 90 DEGREE ANGLE AS IS FEASIBLE. IN NO INSTANCE SHALL THE ANGLE OF THE CROSSING BE LESS THAN 45 DEGREES. FENCE POSTS MUST MAINTAIN A MINIMUM THREE FEET (3') CLEARANCE OFF THE PIPELINE(S) WHEN CROSSING THE EASEMENT. • THERE SHALL BE A MINIMUM VERTICAL SEPARATION OF TWO FEET (2') BETWEEN THE PIPELINE AND ANY UNDERGROUND STRUCTURE. • A MINIMUM OF FIVE FEET (6) OF COVER IS REQUIRED FOR ALL ROAD CROSSINGS, AND THREE FEET (3) FOR DRIVEWAYS, HOWEVER A STRESS FACTOR CALCULATION MAY BE NEEDED TO DETERMINE THE ACTUAL AMOUNT OF COVER REQUIRED DEPENDING ON SOIL CONDITIONS AND OTHER CIRCUMSTANCES. • PROPOSALS FOR PARKING LOT CONSTRUCTION ON THE PIPELINE RIGHT OF WAY ARE DISCOURAGED. ASPHALT PAVING MAY BE PERMITTED AS AN EXCEPTION UNDER CERTAIN CONDITIONS WITH AN AGREEMENT EXECUTED BY THE PROPERTY OWNER AND OPLC. THE AGREEMENT GRANTS OPLC THE RIGHT TO EXCAVATE WITHIN THE PAVEMENT AREA FOR ANY PIPELINE MAINTENANCE THAT MAY BE NECESSARY IN THE FUTURE AND ACKNOWLEDGES THE PROPERTY OWNER AS THE PARTY RESPONSIBLE FOR THE EXPENSE OF PAVEMENT REPLACEMENT. IF A PARKING LOT IS PERMITTED BY OPLC A MINIMUM OF FOUR FEET (4') OF COVER WILL BE REQUIRED. HOWEVER OPLC WILL EVALUATE EACH PROPOSAL ON AN INDIVIDUAL BASIS, AND MAY IMPOSE ADDITIONAL REQUIREMENTS. • CONCRETE PAVEMENT IS DISCOURAGED; AND IN MOST INSTANCES WILL NOT BE ALLOWED. A MINIMUM OF THREE FEET (3') OF COVER IS REQUIRED FOR ALL DRAINAGE DITCHES. • NO STRUCTURES SUCH AS MANHOLES, CATCH BASINS, THRUST BLOCKS OR FIRE HYDRANTS SHALL BE LOCATED OVER THE PIPELINE. A MINIMUM HORIZONTAL CLEARANCE OF TEN FEET (10') IS REQUIRED BETWEEN THE STRUCTURE AND PIPELINE. FOREIGN LINE OR UTILITY CROSSINGS • ALL FOREIGN LINES SHALL CROSS THE PIPELINE RIGHT —OF —WAY AT, OR AS NEAR TO, A 90 DEGREE ANGLE AS IS FEASIBLE. • IN NO INSTANCE SHALL THE ANGLE OF THE CROSSING BE LESS THAN 45 DEGREES. IN NO INSTANCE SHALL THE FOREIGN LINE BE PLACED PARALLEL TO THE PIPELINE. WITHIN THE PIPELINE RIGHT —OF —WAY. • THE FOREIGN LINE SHALL CROSS UNDER THE PIPELINE WITH AT LEAST TWO FEET (2') OF VERTICAL SEPARATION UNLESS THE PIPELINE IS AT A PROHIBITIVE DEPTH. IN SUCH CASES, OPLC PERSONNEL WILL REVIEW AND EVALUATE THE PROPOSED CROSSING LOCATION TO DETERMINE IF IT WILL BE ALLOWABLE FOR THE FOREIGN LINE TO CROSS ABOVE. • IF THE FOREIGN LINE IS A TELECOMMUNICATIONS CABLE, POWER CABLE OR SIMILAR IN NATURE, THE FOREIGN LINE SHALL BE PLACED IN SCHEDULE 40 PVC CONDUIT, OR GREATER, FOR A LINEAR DISTANCE EXTENDING TEN FEET (10') ON EITHER SIDE OF CENTERLJNE OF THE PIPELINE. IN THE CASE OF A POWER CABLE IT SHALL BE ENCASED IN RED —DYED CONCRETE FOR A LINEAR DISTANCE OF TEN FEET (10') ON EITHER SIDE OF CENTERLINE OF PIPELINE. • A UTILITY WITH A CATHODICALLY PROTECTED FOREIGN LINE WHICH CROSSES OR IS PLACED ADJACENT TO OPLC'S PIPELINE(S) MUST INSTALL A TEST POINT AND PERFORM INTERFERENCE TESTING BETWEEN THE UTILITY AND OPLC. PLEASE CONTACT OPLC'S CORROSION TECHNICIAN BY CALLING OUR MAIN OFFICE AT (425) 226 -8883. • BELOW GROUND WARNING TAPE SHALL BE PLACED IN THE DITCH LINE ABOVE THE FOREIGN LINE. THE WARNING TAPE SHALL BE PLACED APPROXIMATELY ONE FOOT (1') BELOW THE FINAL SURFACE GRADE/ELEVATION. THE WARNING TAPE SHALL EXTEND FOR A LINEAR DISTANCE OF TEN FEET (10') ON EITHER SIDE OF THE CENTERLINE OF THE PIPELINE. LANDSCAPE AND VEGETATIO e • NO TREES ARE ALLOWED ON THE PIPELINE RIGHT OF WAY. OPLC MAY PERMIT THE INSTALLATION OF LIMITED LANDSCAPING AND MINOR SHRUBBERY PLANTINGS WITH A VERBAL COMMUNICATION. FOR MAJOR DEVELOPMENT, LANDSCAPING PLANS MUST FIRST BE SUBMITTED IN WRITING TO OPLC FOR REVIEW AND APPROVAL ANY PLANTINGS THAT RESTRICT EFFICIENT AERIAL INSPECTION OR LIMIT ACCESS TO THE EASEMENT AREA WILL BE CONSIDERED AN INTERFERENCE AND MUST BE ADDRESSED ACCORDINGLY OPLC RESERVES THE RIGHT TO IMPOSE FURTHER STIPULATIONS OR REQUIREMENTS CONSISTENT WITH EACH INDIVIDUAL EASEMENT OR SITUATION. SHOULD YOU ANTICIPATE ANY PROBLEMS REGARDING THESE REQUIREMENTS PLEASE CONTACT OPLC'S FIELD PROJECT OFFICE AT (425)235 -7767. CMI Engineers VERTICAL DATUM UNAM 81 Stnrctural Engineers CITY OF RENTON BASED ON CITY BENCHMARK # 1160 FOUND ON BRASS BUTTON WITH PUNCH ON CONCRETE POST MONUMENT DOWN 0.3 FOOT IN A MONUMENT CASE APPROXIMATELY 6 FEET Landscape Architects EAST OF THE CONSTRUCTED CENTERLINE OF EAST VALLEY HIGHWAY AT THE NORTHERLY MARGIN Community Planners OF AN EAST —WEST PIPELINE RIGHT —OF —WAY. ELEVATION = 18.84; SEE SHEET CO.O. — CONVERSION FACTOR FROM NGVD 29 TO NAVD 88 IS +3.56' ® Land Surveyors Neighbors RECORD DRAWING HORIZON WATER METER LOCATIONS &SERVICE PER RECORD OF SURVEY RECORDING NO. 9503179003, BASED ON FOUND MONUMENTS IN SW TACOMA SEATTLE 23RD STREET. BEARING NORTH 89'51'58' WEST, SEE SHEET CO.0. 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL NO REVISION 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL NOTES SANITARY SEWER & SPECIFICATIONS 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCA11ON SO AS TO AVOID DAMAGE OR DISTURBANCE. 4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 6. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 8. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS —BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 9. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER 'PIPE SHALL BE THE SAME AS DESCRIBED. 10. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 11. DATUM SHALL BE CITY OF RENTON, 1988 NAVD. 12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SAIISFAC11ON OF THE DEPARTMENT FOR THE PREVENTION OF ON —SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 13. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDA11ON IN ACCORDANCE WITH SECTION 7 OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHAM INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. 15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. �imlfflam 1 ® 41#1 1 AS SHOWN ONE INCH xr FULL SCALE F NOr ONE NON SrAE A0000MMY IECOMMENDED FOR APPROVAL BY RY BY RECORD NOTE 01/23/08 THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, AHBL IS NOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. • CITY OF RENTON Planning /Building /Public Works Dept. °f TONAL V'� EXPIRES 7 / 14 /VT CHECKED FOR COMPLIANCE TO CITY STANDARDS RECORD- DRAWIl REUSE OF DOWMEN75 7NIS DOW ENT HAS 8EETI SIM aRTRda alf IN � N AM O NFMTO 01� DATE U ALIE 10 OF ANY R DOWDIT NHL WVAUDATE THE DWABIT, DATE u� WINICAIN me 1 TIM H IDEAS w AS Al NSIRUNENT OF PROFESSMAL SERMCE IS R PROPERTY AHBL AND IS HDT TO K USED, N NHOLE OR IN PART, FOR DATE OTHER M ECT mum MRTTEN AUIIIOAIZATNN OF AN DM. CEDAR RIVER CORPORATE PARK OLYMPIC PIPELINE F No: AND SANITARY SEWER C5.2 NOTES 18 '24 lEto d n � p � N O s X W 0 v 0 s CJ a 'a