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Home My WebLink AboutS-229102F F G ABBREVIATIONS I CONSTRUCTION NOTES I GENERAL NOTES I LEGEND C AS:O -IAl CONCRFTE. PF. PLAIN END 1. THE CONTRACTOR SHALT_ FIELD VERIFY ALL EXISTING PIPE SIZES, THEIR LOCATIONS, submittal aid approval signatures, and AND INVERT ELEVATIONS (WITH POT HOLE METHOD), PRIOR TO THE PIPE CONNECTIONS. ARAN ABANDONED PI POINT OF INTFRSFC1ION 96 J RECOMMENDED: NONE 2. THE CONTRACTOR SHALT_ SUPPORT, PROTECT AND KEEP IN SERVICE ALL EXISTING III APARTME N^ PSI POUNDS PER SQUARE INCH UTILITIES DURING THE PIPELINE WORK UNLESS NOTED OTHERWISE, APPROX A'PROXIMAII:- PVC POLYVINYL CHLORIDE 3. EXISTING UTILITY LCCATIONS ARE APPROXIMATE. THE LOCATION OF EXISTING W/M7 -94 UTILITIES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. CALL A-F. ASPHALT TREATED BASE PW PRODUCTION WELL 48 HOURS BEFORE YOU DIG FOR UTILITY LOCATIONS: 1- 800 - 424 -5555. BLCG BJ',LDING R RIGHT, RADIUS 4. WHEN EXCAVATING IN THE VICINITY OF ANY POWER POLES OR SUPPORTS, THE CONTRACTOR " "ST SUPPORT AND PROTECT ALL POLES OR SUPPORTS WITHOUT BLVD BOULEVARD R/W RIGHT OF WAY UNDERMINING THEIR STABILITY. BNRR BURLINGTON NORTHERN RAILROAD PONT REINFORCED 5. CONTRACTOR SHALL MAINTAIN SIDE SEWER FLOWS DURING CONSTRUCTION, TEST RESTORED SIDE SEWERS BEFORE BACKFILLING, AND PROVIDE MATERIALS AND LABOR C,CONC CONCRETE RCP REINFORCED CONCRETE PIPE TO RELAY SIDE SEWERS TO ELIMINATE CONFLICT WITH THE NEW METRO PIPELINE. SEWERS SHALL BE INSTALLED AT A MINIMUM SLOPE OF 29 AND A MAXIMUM SLOPE CB CATCH BASIN REQ'D REQUIRED OF 509. C1 CAST IRON S SIGN,SLOPE 6. THE CONTRACTOR SHALL PROTECT THE EXISTING TELEPHONE DUCTS, DIRECT BURIED CABLE AND VAULTS FROM DAMAGE DURING CONSTRUCTION. THE CONTRACTOR SHALL CL CENTERLINE,C;.ASS SCH SCHEDULE NOTIFY US WEST COMMUNICATIONS, MR. FRANK FORREST AT 235 -3012, A MINIMUM OF ONE (1) WEEK M ADVANCE OF CONSTRUCTION IN THE VICINITY OF TELEPHONE CDF CONTROL_ BENSII)' FILL SD STORM DRAIN LINES. CO CLEANOUT SEC SECTION 7. PRIOR TO THE PAVEMENT REMOVAL AND TRENCH EXCAVATION, CONTRACTOR SHALL NOTIFY WASHINGTON NATURAL GAS, M5. JEAN FREEMAN AT 224 -2377, FOR THE , CONK CONNECTION SS SANITARY SEWER ENCOUNTERED HIGH PRESSURE PIPES. CONST CONSTRUCTION STA STATION 8. WHERE NEW PIPE CLEARS AN EXISTING UTILITY BY 6 INCHES OR LESS, RIGID STYROFOAM SHALL BE INSERTED BETWEEN TO PROVIDE A CUSHION. CPEP CORRUGATED POLYETHYLENE PIPE STL STEEL 9. CONTRACTOR SHALL MAINTAIN ALL EXISTING STORM AND SANITARY FLOWS DURING CR CRUSHED ROCK T TELEPHONE CONSTRUCTION. DIA DIAMETER TYP TYPICAL 10. ALL EXISTING UTILITIES DAMAGED DURING CONSTRUCTION SHALL BE RESTORED USING ONLY NEW MATERIALS AND IN ACCORDANCE WITH CURRENT CITY OF RENTON DIP DUCTILE IRON PIPE UG UNDERGROUND (CONDUIT) STANDARD PLANS AND SPECIFICATIONS. WORK SHALL BE PERFORMED IN A MANNER ACCEPTABLE TO THE UTILITY OWNER. E EAST UT UTILTIY BOX 11. ALL EXISTING UTILITIES NOT SHOWN ON THE DRAWINGS WHICH ARE ENCOUNTERED EST EASTSIDE INTERCEPTOR V VALVE DURING CONSTRUCTION SHALL BE PROTECTED EXCEPT WHEN DIRECTED OTHERWISE BY THE ENGINEER. EV ELECTRICAL VAULT VLT VAULr 12. THE CONTRACTOR SHALL VERIFY ALL INACTIVE EXISTING SEWERS AND STORM EW EACH WAY VAR VARIES DRAINS, AND SHALL PLUG AND FILL ABANDONED PIPES PER ENGINEERS APPROVAL. EX EXISTING VER VERTICAL 13. ALL PIPES WHICH ARE SEVERED AND ARE TO BE ABANDONED SHALL BE PLUGGED AND FILLED PER SPECIFICATION SECTION M0360a. FH FIRE HYDRANT VCP VITRIFIED CLAY PIPE 14. THE CONTRACTOR SHALL USE CARE WHEN EXCAVATING ADJACENT TO EXISTING G GAS W WATER MANHOLES, WHICH MUST BE BRACED DURING EXCAVATION. AN OPTION IS TO BALANCE EXCAVATION AROUND THE MANHOLE. FOR THIS OPTION, SURFACE GALV GALVANIZED W/ WITH RESTORATION SHALL. BE FULL PANEL WIDTH OF 10' OUTSIDE THE MANHOLE. ALL COSTS TO BE BORNE BY THE CONTRACTOR. HP HIGH PRESSURE WM WATER METER 15, ALL TREES WITHIN THE CONTRACT LIMITS SHALL BE PROTECTED, RESTORED OR HOR HORIZONTAL XING CROSSING REPLACED PER SPECIFICATION SECTION 01545. IF INVERT ELEVATION 16. THE CONTRACTOR IS REQUIRED TO SUBMIT TRAFFIC CONTROL PLANS TO METRO, FOR CITY OF RENTON TRANSPORTATION DIVISION APPROVAL. THE TRAFFIC CONTROL ID INSIDE DIAMETER PLAN SHALL INCLUDE THE PIPELINE CONSTRUCTION AND PAVEMENT RESTORATION. SEE SPECIFICATION SECTION 01570 FOR RESTRICTIONS. L LEFT 17. THE CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL DURING THE HOURS OF LF LINEAL FEET CONSTRUCTION AS REQUIRED BY THE CITY OF RENTON AND IN A SAFE, PRUDENT OPERATING MANNER. DURING THE HOURS OF NON- CONSTRUCTION, THE CONTRACTOR MAX MAXIMUM SHALL MAINTAIN ALL EXISTING TRAFFIC LANES FOR VEHICULAR TRAFFIC. ALL UNFINISHED WORK SHALL BE LEFT IN A SAFE, NON- HAZARDOUS CONDITION TO THE MJ MECHANICAL JOINT PUBLIC, AND BE IN CONFORMANCE WITH DEPARTMENT OF LABOR AND INDUSTRIES CHAPTER 296 -155 WAG. MIN MINIMUM 18. THE CONTRACTOR SHALL SCHEDULE ALL WORK ACROSS INTERSECTIONS TO ALLOW MIT MANHOLE THROUGH TRAFFIC IN ALL DIRECTIONS DURING PEAK TRAFFIC HOURS. THE PEAK TRAFFIC HOURS A RF_ MONDAY THRU FRIDAY, 6:30 TO 8:30 A.M. AND 3:00 TO N NORTH 5:00 P.M. OC ON CENTER 19. THE CONTRACTOR SHALL COORDINATE HIS WORK THROUGH METRO'S ENGINEER, FOR THE CITY CONTRACTOR WORKING ON PARK AVENUE. CONTACTOR IS CURRENTLY UNDER OD OUTSIDE DIAMETER CONSTRUCTION. P POWER 20. CONTRACTOR SHALL NOTIFY CITY OF RENTON TRANSPORTATION OPERATION OFFICE, BRYSON HUIE AT 277 -6222, A MINIMUM OF 5 DAYS IN ADVANCE OF BEGINNING ANY PCCP PORTLAND CEMENT CONCRETE PAVEMENT WORK AFFECTING, OR IN THE VICINITY OF, TRAFFIC CONTROL SYSTEMS. 21. 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. .. 22. CONTRACTOR SHALL. PROVIDE TEMPORARY PAVEMENT MARKINGS AND CI- IANNELIZATION DISTURBED AND /OR REMOVED DURING CONSTRUCTION. ALL STREET SIGNAGE REMOVED AND /OR DESTROYED BY CONSTRUCTION ACTIVITIES SHALL BE REPLACED. 1 AS CONSTRUCTED �'i DJB MLT 12 /yt No. p� REVISION BYAPP DI DATE 1. PROJECT DATUM HORIZONTAL DATUM: WASHINGTON COORDINATE SYSTEM NORTH ZONE (HAD 27). VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD 29) 2. THE PROJECT STATION BASELINE IS 5 FEET SOUTH OF AND PARALLEL TO THE CENTER LINE OF NORTH THIRD STREET. THE BEGINNING OF THE BASELINE IS AT THE INTERSECTION POINT OF NORTH THIRD STREET AND THE CENTER OF BURNETT AVENUE NORTH, IT CONTINUES EAST ALONG NORTH THIRD STREET TO INTERSECT WITH FACTORY AVENUE NORTH, THEN TURNS SOUTH AND FOLLOWS ALONG FACTORY AVENUE NORTH TO INTERSECT WITH NORTH BROOKS STREET, THEN TURNS EAST AND FOLLOWS ALONG NORTH BROOKS STREET. THE PROJECT BASELINE ENDS AT THE EAST END OF NORTH BROOKS STREET. 3. 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. 4. 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. 5. THE FIRE DEPARTMENT MUST BE NOTIFIED 24 HOURS IN ADVANCE IF ACCESS TO A HYDRANT OR ROADWAY WILL BE BLOCKED. 6. THE EXISTING GRADE SHOWN IN PROFILE ON ALL PLAN /PROFILE SHEETS 15 AT CENTER OF THE STREET. SECTION AND DETAIL NUMBERING SYSTEM (1) THE SECTION IS CUT ON DRAWING M303 SECTION NUMBER ® 3 .307 - DRAWING ON WHICH SECTION APPEARS (2) ON DRAWING M307 THIS SECTION IS IDENTIFIED - SECTION NUMBER SECTION 3 LE SCA: 3/8" = 1' -0" M303 - DRAWING ON WHICH SECTION WAS TAKEN (3) DETAILS ARE CROSS- REFERENCED IN A SIMILAR MANNER, EXCEPT THAT DETAILS ARE IDENTIFIED BY LETTER RATHER THAN BY NUMBER. As Built Drawing' See original file copies for submittal aid approval signatures, and for engineer's profess i Dal seal 12 96 J t >�C LU W i1 �l ABi.\ Q C, 5 ® B -1 T - - SS -- SD UG G W 0 H ORNAMENTAL STREET LIGHT ANGLE POINT OR HUB SURVEY MONUMENT FIRE HYDRANT MANHOLE VALVE WATER METER ABANDONED WATER METER UTILITY POLE W/ GUY LIGHT POLE OVERHEAD SIGNALIZATION STREET SIGN VALVE VAULT CATCH BASIN HANDHOLE TELEPHONE VAULT UTILITY VAULT BORING (MONITORING WELL CASEMENT) TREE SHRUBBERY EX PIPING W/ NEW PLUG TELEPHONE SANITARY SEWER STORM DRAIN UNDERGROUND CONDUIT GAS WATER POWER EXISTING LATERAL PIPE OR UTILITY (PROFILES) NEW LATERAL PIPE OR UTILITY (PROFILES) STREET RIGHT - -OF -WAY MONUMENT LINE M -LT /DJB zn 00 z Municipality of Metropolitan Seattle 0 0 r Z SP229102 0 w 4.° z .¢ z Iv w O�U) CEDAR RIVER TRUNK RELOCATION U �N DJB ',M LT � U F- z 131554 Y75 M -LT /DJB "- m R ® Municipality of Metropolitan Seattle JUNE 1994 DRAWN: CHECKED :SCALE: CEDAR RIVER TRUNK RELOCATION - -- F„-`. NO: DJB ',M LT ' PHASE 2 Y75 RECOMMENDED: NONE DRAWING N0: III II CONTRACT NO. - - -;', NOTES, LEGEND & ABBREVIATIONS 'I. G102 APPROVEDS'1 W/M7 -94 _-_ - -- _- -_ SH _O. __ Ur - sHeE7uo: or 2 12 G H