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Home My WebLink AboutS-22910E2 00 a 0 a 7 L A ABBREVIATIONS AC ASPIIA.1 CONCREIL ARAN ABANDONED APT APARTMENT APPROX APPROXIMATE ATB ASPHALT TREATED BASE BLDG BUILDING BLVD BOULEVARD BNRR BURLINGTON NORTHERN a RAILROAD C,CONC CONCRETE CB CATCH BASIN Cl CAST IRON CIP CAST IRON PIPE CL CENTERLINE CDT CONTROL DENSITY FILL CO CLEANOUT CLR CLEAR CMU CEMENT MASONRY UNIT CONN CONNECTION CONST CONSTRUCTION CPEP CORRUGATED POLYETHYLENE PIPE CR CRUSHED ROCK DIA DIAMETER DIP DUCTILE IRON PIPE E EAST EF EACH FACE EL,ELEV ELEVATION ESI EASTSIDE INTERCEPTOR EV ELECTRICAL VAULT EW EACH WAY EX EXISTING ft /ft FEET PER FOOT FGP FIBERGLASS PIPE FH FIRE HYDRANT G GAS GALV GALVANIZED GRID GROUND HDPE HIGH DENSITY POLYETHYLENE HE HIGH PRESSURE FOR HORIZONTAL IE INVERT ELEVATION ID INSIDE DIAMETER LAT LATERAL L LEFT LF LINEAL FEET MATL MATERIAL MAX MAXIMUM MJ MIN MH NOM N OC OD P PCCP PCL PE PI PSI PVC PW R R/W REINF RET RCP REO'D SS S SCH SEC SPEC SD STA STL T,TELE TEMP TOP TYP UG UT UP V VLT VAR VER VCP W W/ WSDOT WM XING 1 ;DELETED TEST STATION, AS CONSTRUCTED No. WWP_s'.0gpj REVISION A e MECHANICAL JOINT MINIMUM MANHOLE NOMINAL NORTH ON CENTER OUTSIDE DIAMETER POWER PORTLAND CEMENT CONCRETE PAVEMENT PRESSURE CLASSIFICATION PLAIN END POINT OF INTERSECTION POUNDS PER SQUARE INCH POLYVINYL CHLORIDE PRODUCTION WELL RIGHT, RADIUS RIGHT OF WAY REINFORCED RETAINING REINFORCED CONCRETE PIPE REQUIRED SANITARY SEWER SIGN,SLOPE,SEWER SCHEDULE SECTION SPECIFICATION STORM DRAIN STATION STEEL TELEPHONE TEMPORARY THICKNESS CLASSIFICATION TYPICAL UNDERGROUND (CONDUIT) UTILTIY BOX UTILITY POLE VALVE VAULT VARIES VERTICAL VITRIFIED CLAY PIPE WATER WITH WASHINGTON STATE DEPT. OF TRANSPORTATION WATER METER CROSSING B BY IAPP'DI DATE I CONSTRUCT ON NOTES n 1. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING PIPE SIZES, THEIR LOCATIONS, AND INVERT ELEVATIONS (WITH POT HOLE METHOD), PRIOR TO THE PIPE CONNECTIONS. 2. THE CONTRACTOR SHALL SUPPORT, PROTECT AND KEEP IN SERVICE ALL EXISTING UTILITIES DURING THE PIPELINE WORK UNLESS NOTED OTHERWISE. 3. EXISTING UTILITY LOCATIONS ARE APPROXIMATE. THE LOCATION OF EXISTING UTILITIES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. CALL 48 HOURS BEFORE YOU DIG FOR UTILITY LOCATIONS: 1 - -800- 424 -5555. 4. WHEN EXCAVATING IN THE VICINITY OF ANY POWER POLES OR SUPPORTS, THE CONTRACTOR MUST SUPPORT AND PROTECT ALL POLES OR SUPPORTS WITHOUT UNDERMINING THEIR STABILITY. 5. CONTRACTOR SHALL MAINTAIN SIDE SEWER FLOWS DURING CONSTRUCTION, - -EST RESTORED SIDE SEWERS BEFORE BACKFILLING, AND PROVIDE MATERIALS AND LABOR TO RELAY SIDE SEWERS TO ELIMINATE CONFLICT WITH THE NEW METRO PIPELINE. SEWERS SHALL BE INSTALLED AT A MINIMUM SLOPE OF 2% AND A MAXIMUM SLOPE OF 50 %. 6. THE CONTRACTOR SHALL PROTECT THE EXISTING TELEPHONE DUCTS, DIRECT BURIED CABLE AND VAULTS FROM DAMAGE DURING CONSTRUCTION. - -HE CONTRACTOR SHALL NOTIFY US WEST COMMUNICATIONS, MR. FRANK FORREST AT 345 -2968, A MINIMUM OF ONE (1) WEEK IN ADVANCE OF CONSTRUCTION IN THE VICINITY OF TELEPHONE LINES. 7. 48 HOURS PRIOR TO THE PAVEMENT REMOVAL AND TRENCH EXCAVATION, THE CONTRACTOR SHALL NOTIFY WASHINGTON NATURAL GAS, MR JERRY HOLMES AT 447 - -3285, FOR THE ENCOUNTERED HIGH PRESSURE PIPES. 8. WHERE NEW PIPE CLEARS AN EXISTING UTILITY BY 6 INCHES OR LESS, RIGID STYROFOAM SHALL BE INSERTED BETWEEN TO PROVIDE A CUSHION. 9. CONTRACTOR SHALL MAINTAIN ALL EXISTING STORM AND SANITARY FLOWS DURING CONSTRUCTION. 10. ALL EXISTING UTILITIES DAMAGED DURING CONSTRUCTION SHALL BE RESTORED USING ONLY NEW MATERIALS AND IN ACCORDANCE WITH CURRENT CITY OF RENTON STANDARD PLANS AND SPECIFICATIONS. WORK SHALL BE PERFORMED IN A MANNER ACCEPTABLE TO THE UTILITY OWNER. 11. ALL EXISTING UTILITIES NOT SHOWN ON THE DRAWINGS WHICH ARE ENCOUNTERED DURING CONSTRUCTION SHALL BE PROTECTED EXCEPT WHEN DIRECTED OTHERWISE BY THE ENGINEER. 12. ALL PIPES WHICH ARE SEVERED AND ARE TO BE ABANDONED SHALL BE PLUGGED AND FILLED PER SPECIFICATION SECTION 03600. 13. THE CONTRACTOR SHALL USE CARE WHEN EXCAVATING ADJACENT TO EXISTING MANHOLES, WHICH MUST BE BRACED DURING EXCAVATION. AN OPTION IS TO BALANCE EXCAVATION AROUND THE MANHOLE, FOR THIS OPTION, SURFACE RESTORATION SHALL BE FULL PANEL WIDTH OF 10' OUTSIDE THE MANHOLE. ALL COSTS TO BE BORNE BY THE CONTRACTOR. 14. ALL TREES WITHIN THE CONTRACT LIMITS SHALL BE PROTECTED, RESTORED OR REPLACED. 15, THE CONTRACTOR IS REQUIRED TO SUBMIT TRAFFIC CONTROL PLANS TO METRO, FOR WSDOT AND CITY OF RENTON TRANSPORTATION DIVISION APPROVAL. THE TRAFFIC CONTROL PLAN SHALL INCLUDE THE PIPELINE CONSTRUCTION AND PAVEMENT RESTORATION. SEE SPECIFICATION SECTION 01570 FOR RESTRICTIONS. 16. PRIOR TO THE PIPELINE CONSTRUCTION WITHIN THE WSDOT RIGHT - OF -WAY, THE CONTRACTOR SHALL REVIEW THE SPECIFICATION SECTION 01062 ATTACHMENT -A WSDOT UTILITY FRANCHISE, GENERAL AND SPECIAL PROVISIONS. 17. WHEN PIPE JACKING ACROSS THE WINDSOR PARK ESTATES AND C.W. PHARR LOTS, JACKING OR RECEIVING PITS MAY ONLY BE UNCOVERED AND OPEN FOR THE MINIMUM AMOUNT OF TIME POSSIBLE, AND NOT TO EXCEED 60 WORKING DAYS, SEE SPECIFICATION SECTION 01620 ATTACHMENT -A C D G CONSTRUCTION NOTES 18. THE CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL DURING THE HOURS OF CONSTRUCTION AS REQUIRED BY THE CITY OF RENTON AND /OR WSDOT IN A SAFE, PRUDENT OPERATING MANNER. DURING THE HOURS OF NON- CONSTRUCTION, THE CONTRACTOR SHALL MAINTAIN ALL EXISTING TRAFFIC LANES FOR VEHICULAR TRAFFIC. ALL UNFINISHED WORK SHALL BE LEFT IN A SAFE, NON- HAZARDOUS CONDITION TO THE PUBLIC, AND BE IN CONFORMANCE WITH DEPARTMENT OF LABOR AND INDUSTRIES CHAPTER 296 -155 WAG. 19. CONTRACTOR SHALL NOTIFY CITY OF RENTON TRANSPORTATION OPERATION OFFICE, BRYSON HUIE AT 277 -6222, A MINIMUM OF 5 DAYS IN ADVANCE OF BEGINNING ANY WORK AFFECTING, OR IN THE VICINITY OF, TRAFFIC CONTROL SYSTEMS. 20. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO AVOID DAMAGE, SETTLEMENT OR UNDERMINING OF STRUCTURE FOUNDATIONS IN THE VICINITY OF CONSTRUCTION. THE PROTECTION MEASURES SHALL BE CONTRACTOR DESIGNED. THE PLAN AND DESIGN SHALL BE PERFORMED BY A LICENSED STATE OF WASHINGTON STRUCTURAL ENGINEER AND BE SUBMITTED TO METRO, PER SECTION 01300, FOR REVIEW. IF METRO DOES NOT APPROVE OF THE CONTRACTOR'S PLAN FOR SUPPORT OF THE EXISTING STRUCTURE, METRO MAY DIRECT THE CONTRACTOR TO TAKE ADDITIONAL MEASURES IN ORDER TO SAFEGUARD THE INTEGRITY OF THE EXISTING STRUCTURE. 21. THE CONTRACTOR SHALL MONITOR SETTLEMENT AT LOCATIONS INDICATED IN THE DRAWINGS. REFER TO LEGEND FOR MONITORING POINT SYMBOL. 22. CONTRACTOR SHALL PROVIDE TEMPORARY PAVEMENT MARKINGS AND CHANNELIZATION DISTURBED AND /OR REMOVED DURING CONSTRUCTION. ALL STREET SIGNAGE REMOVED AND /OR DESTROYED BY CONSTRUCTION ACTIVITIES SHALL BE REPLACED. 23. WHEN EXCAVATING THE OPEN TRENCH BETWEEN STATION 7 +50 AND STATION 10 +30. THE CONTRACTOR MAY ENCOUNTER BURRIED DEBRIS THAT MAY INCLUDE BOULDERS AND BROKEN REINFORCED CONCRETE. 24. WITHIN THE PARKS DEPARTMENT PROPERTY THE CONTRACTOR SHALL COORDINATE WITH THE CITY OF RENTON PARKS DEPARTMENT FOR SOD REPLACEMENT. SOD MIX SHALL BE 50% PERENNIAL RYE GRASS, 30% KENTUCKY BLUEGRASS, AND 20% CREEPING -RED FISCUE. GENERAL NOTES 1. PROJECT DATUM HORIZONTAL DATUM: WASHINGTON COORDINATE SYSTEM NORTH ZONE (NAD 27). VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD 29) 2. OVERHEAD ELECTRICAL SERVICE LINES ARE NOT SHOWN IN THEIR ENTIRETY ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD OR UNDERGROUND ELECTRICAL POWER, THROUGHOUT THE CONSTRUCTION SITE, AND SHALL FOLLOW CONSTRUCTION PROCEDURES AS REQUIRED BY LAW AND BY REGULATION. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL MEET WITH UTILITY OWNERS, DETERMINE THE EXTENT OF THE HAZARD, AND TAKE WHATEVER PRECAUTIONS AND REMEDIAL MEASURES MAY BE REQUIRED. 3. ALL PROPERTY CORNERS, RIGHT -OF -WAY MARKERS, SURVEY MONUMENTS AND FENCES TO BE REMOVED OR DISTURBED BY CONSTRUCTION SHALL BE FIRST LOCATED AND REFERENCED BY A SURVEY, THEN RESTORED IN THEIR ORIGINAL LOCATION. 4. THE FIRE DEPARTMENT MUST BE NOTIFIED 24 HOURS IN ADVANCE IF ACCESS TO A HYDRANT OR ROADWAY WILL BE BLOCKED. As Built Dra Drawing See original file copies for submittal aid approval signatures, and for engineer's professic nal seal 10 96 E r, LEGEND H (J ORNAMENTAL STREET LIGHT C i ANGLE POINT OR HUB scAEe SURVEY MONUMENT - r6 FIRE HYDRANT PHASE 3 AND REHABILITATION MANHOLE NONE VALVE 'dvM WATER METER g ABA:N ABANDONED WATER METER a UTILITY POLE W/ GUY F LIGHT POLE , Ac r .. -. � (Jn OVERHEAD SIGNALIZATION 0S STREET SIGN 0 V VALVE VLT VAULT U CB CATCH BASIN ❑ HANDHOLE O T TELEPHONE VAULT [�] UT UTILITY VAULT )I(MP NEW SETTLEMENT MONITORING POINT ® 8 EX BOREHOLE REF: GEOTECHNICAL STUDY CEDAR RIVER TRUNK TREE REALIGNMENT PROJECT NOV 22, 1991 0 SHRUBBERY EX PIPING W/ NEW PLUG T TELEPHONE SS SANITARY SEWER SD STORM DRAIN - - UG UNDERGROUND CONDUIT G - -- GAS W WATER P POWER o EXISTING LATERAL PIPE OR UTILITY (PROFILES) 0 NEW LATERAL PIPE OR UTILITY (PROFILES) STREET RIGHT -OF -WAY MONUMENT LINE SAW22911 DESIGNED: M -LT m E T R ® Municipality of Metropolitan Seattle DRAWN CHECKED : scAEe „ CEDAR RIVER TRUNK RELOCATION DJB PHASE 3 AND REHABILITATION RECOMMENDED: NONE NOTES, LEGEND AND !CONTRACT NO: -JI ApRRavED: -- j W /M1 -96 ABBREVIATIONS F , Ac r .. -. � (Jn z� o� z 0 Tom z Iw I, N J U J N L U Q L 769 OCT 95 E13 DRAWING NO: G_ 102 .SHEET N0: OF 2 16