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Home My WebLink AboutS-322701W Q Z U cr a III NE 114 SEC. 19, T WP. 23 N. , RGE 5 E. W 0 0 U W ...I LL 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE WSOOT /APWA STANDARD SPECIFICATIONS (LATEST EDITION) FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION AND CITY OF RENTON STANDARDS IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR LIABILITY TO THE OWNER. 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF RENTON INSPECTOR, AND THE APPLICANT'S CONSTRUCTION REPRESENTATIVE. 3. UTILITIES AND GRADES SHALL BE CONSTRUCTED PER THE APPROVED PLANS. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 4. CONSTRUCTION NOISE SHALL BE LIMITED AS PER CITY OF RENTON CODE. 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN RIGHT-OF -WAY PERMITS NECESSARY BEFORE INITIATING OFF -SITE WORK J6. WITHIN THE ROAD RIGHTS -OF -WAY. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED _ UNLESS AN APPROVED SET OF PLANS IS SUBMITTED TO THE CITY OF RENTON THREE DAYS PRIOR TO CONSTRUCTION. Z 7 DA TUM IS CI TY OF RENTON. 0 8. TRENCH BACKFILL OF NEW UTILITIES AND STORM DRAINAGE FACILITIES SHALL BE COMPACTED TO 95x' MAXIMUM DRY DENSITY PER ASTIM 1-- D-1557-70 (MODIFIED PROCTOR) UNDER ROADWAYS AND PARKING AREAS AND 90% MAXIMUM DENSITY (MODIFIED PROCTOR) OFF z ROADWAYS, AS SPECIFIED IN WSDOT /APWA SECTION 2- 03.3(14)C COMPACTING EARTH EMBANKMENTS, METHOD S. W 9. WHERE A NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6- INCHES OR LESS, STYROFOAM BLOCKING SHALL BE INSTALLED AS A a: CUSHION BETWEEN THE TWO UTILITIES. 10. OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY CITY OF RENTON AND NOTED ON THESE APPROVED PLANS. APPROVED CUTS OF EXISTING ROADS SHALL BE PERFORMED WITH A NEAT SAW CUT. ANY OPEN CUT SHALL BE RESTORED PER WSDOT /APWA AND CITY OF RENTON REQUIREMENTS. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF WORKERS AND OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT -OF -WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1 -0723 TRAFFIC CONTROL, SHALL APPLY. 12. EXISTING UTILITIES AND UNDERGROUND STRUCTURES SHOWN ON THE PLAN ARE BASED UPON THE BEST AVAILABLE PUBLIC RECORDS AND\OR PRIVATE RECORDS AS SUPPLIED BY THE PROJECT OWNER AND\OR DATA OBTAINED VERBALLY FROM OWNERS OR OFFICIALS ASSOCIATED WITH THE PARTICULAR UTILITY. NEITHER THE OWNER NOR THE ENGINEER GUARANTEE THE ACCURACY OR COMPLETENESS OF THIS INFORMATION AND ASSUME NO RESPONSIBILITY FOR IMPROPER LOCATIONS OR FAILURE TO SHOW UTILITY LOCATIONS ON THE CONSTRUCTION PLANS. OTHER UNDERGROUND FACILITIES NOT SHOWN ON THE DRAWINGS MAY BE ENCOUNTERED DURING THE COURSE OF THE WORK. ALL INVERT ELEVATIONS SHOWN ON THE DRAWINGS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. IF EXISTING UTILITIES ARE DAIMAGED, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER AND THE ENGINEER. THE CONTRACTOR SHALL RESTORE THE UTILITY TO ITS EXISTING CONDITION.(WSDOT SECTION 1 -OZ17 APWA SUPPLEMENT). 13. IF CHANGED CONDITIONS ARE ENCOUNTERED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PROMPTLY OF (1) PREDEVELOPED SUBSURFACE CONDITIONS DIFFERING FROM THOSE INDICATED IN THE PLANS, OR (2) PREDEVELOPED UNKNOWN SUBSURFACE CONDITIONS, OF AN UNUSUAL NATURE, DIFFERING MATERIALLY FROM THOSE ORDINARILY ENCOUNTERED AND GENERALLY RECOGNIZED AS INHERENT IN WORK OF THE CHARACTER PROVIDED FOR IN THE CONTRACT. THE CONTRACTOR AND /OR THE OWNER SHALL MAKE NO CLAIMS TO THE ENGINEER FOR COMPENSATION FOR EXTRA WORK RESULTING FROM CHANGED CONDITIONS UNLESS THE ENGINEER OR OWNER HAS APPROVED THE WORK IN WRITING. (WSDOT SEC 1 -04.7) 14. THE CONTRACTOR SHALL CALL THE UTILITIES UNDERGROUND LOCATION CENTER (1 800 - 424 - 5555) FOR FIELD LOCATION OF ALL UTILITIES AND SHALL NOT BEGIN EXCAVATION UNTIL ALL KNOWN UNDERGROUND FACILITIES IN THE VICINITY OF THE PROPOSED WORK HAVE BEEN LOCATED AND MARKED. IF THE UTILITY IS NOT A SUBSCRIBER OF THE UNDERGROUND LOCATION CENTER THEN THE CONTRACTOR SHALL GIVE INDIVIDUAL NOTICE TO THAT UTILITY. (WSDOT SEC. 1 -0717 APWA SUPPLEMENT) 15. WHERE THE PLANS CALL FOR UTILITIES TO BE RELOCATED BY OTHERS, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANY AND COORDINATE HIS WORK SO AS TO AVOID CONFLICTS. 16. ALL EXCAVATION, TRENCHING, SUBGRADE PREPARATION, FILL PLACEMENT AND COMPACTION AND ALL SOIL WORK IN GENERAL SHALL BE CONDUCTED IN COMPLIANCE WITH THE RECOMMENDATIONS OF THE PROJECT SOILS ENGINEER. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIRING A PROFESSIONAL LAND SURVEYOR TO REFERENCE EXISTING MONUMENTS ON OR ADJOINING THE SITE PRIOR TO DEMOLITION OR CONSTRUCTION ACTIVI TIES AND TO REESTABLISH SAID POINTS AT PROJECT COMPLETION. THIS REESTABLISHMENT SHALL BE DOCUMENTED BY RECORD OF SURVEY OR CORNER RECORD AS DESCRIBED IN W.A.C. 332 -120. wwp 18. GROUNDWATER CONDITIONS VARY SEASONALLY. THE CONTRACTOR 1S REQUIRED TO REVIEW THE PROJECT SOILS INFORMATION AND /OR PERFORM A SITE VISIT TO FAMILIARIZE HIMSELF WITH GROUNDWATER CONDITIONS ON -SITE AND WITHIN THE IMMEDIATE AREA. DEWATFRING OF UTILITY TRENCHES SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT AND INCLUDED IN THE BID AMOUNT. 19. CONTRACTOR SHALL REVIEW GEOTFCH REPORT PREPARED BY GEOENGINEERS, INC. FOR DEWATERING REQUIREMENTS. HORIZONTAL AND VERTICAL DATUM: PER CITY OF RENTON SHORT PLAT APPLICATION NO. LUA -00- 088 -SHPL, LOT "C ", CITY OF RENTON LLA NO. 001 -88, RECORDING NO. 20010124900005, VOLUME 242, PAGES 272 THROUGH 272 -C, RECORDS OF KING COUNTY, WASHINGTON. TIES TO C/ TY OF RENTON HORIZONTAL CONTROL POINTS SHOWN HEREON. BASIS OF BEARINGS: MONUMEN TED NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 19, T23N, R5E, W.M. BEARING NORTH 88042'36" WEST. BENCH MARKS: CITY OF RENTON NO. 476 TOP OF HALF INCH IRON PIPE IN CONCRETE MONUMENT 15' EAST OF CENTERLINE INTERSECTION OF SHATTUCK AVENUE AND SOUTH 15TH STREET. CITY OF RENTON NO. 659 ONE EIGHTH INCH BRONZE PIN AND CONCRETE PLUG INSIDE TMb INCH DIAMETER STEEL PIPE DOW 0.5" IN A MONUMENT CASE AT THE CONSTRUCTED INTERSECTION OF SOUTH PUGET DRIVE AND BENSON DRIVE SOUTH. ELEV. 85.46 mss: Fws. 2,2W 0 4 3350 Monte Villa Parkway Bothell, Washington 9121 -897'2 (4w)"1 -4m (aW)@f1 -ate .o pj�� • Aiailtsoft C 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LA TEST ED1 TION 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 SPECIFICA TIONS 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCA T1ON 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 Z 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 EXI S77NG 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 NA VD. 12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION 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 FOUNDATION IN ACCORDANCE WITH SECTION 7 OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL 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 ASTIM 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. LEGEND: - SET 1/2" REBAR WITH CAP UNLESS NOTED - SET CONCRETE NAIL do WASHER - CATCH BASIN - STORM MANHOLE - SANITARY SEWER MANHOLE - CLEANOUT - GREASE INTERCEPTOR TANK - FIRE HYDRANT - WATER VALVE - WATER MANHOLE - FIRE HOSE CONNECTION - WATER METER - POST INDICATOR VALVE - DETECTOR CHECK VALVE VAULT - CONCRETE FIRE VAULT - METAL LIGHT POLE - UNDERGROUND LIGHT JUNCTION BOX - UNDERGROUND TRAFFIC JUNCTION BOX - GROUND WATER MONITOR CAPS - TELEPHONE VAULT - CONCRETE PAD - POWER VAULT - STEEL TRANSMISSION TOWER - TRANSFORMER VAULT - TELEPHONE JUNCTION BOX - TELEPHONE PEDESTAL - TELEPHONE (MANHOLE - POWER PULL BOX - POWER SWITCH BOX - POWER JUNCTION BOX - POWER METER - GAS VALVE - STANDPIPE - FLOW LINE - CURB GUTTER OR ASPHALT ADJACENT TO EXTRUDED CURB SHEET LIST:- C1.0 COVER SHEET C2.0 SEWER PLAN AND PROFILE C2.1 SEWER PLAN AND PROFILE C3.0 DETAILS ROJECT SITE sM sM 1 -405 VICINITY MAP N.T.S. pis w.N0LBF 1 SKI" �» FOUM COMCFAW NOWAOrt FOLMO OalAh MONAOff V M TACK N LEAD N Ydl CAN V M TACK N LEAD N MW CAK II�1M LIM W/4 9 CWM MW MM N CABS 3 v 30 w J w 8 8 2W1.e9 mE►suaE cn I RMMN UA -an -88 I NW CORPAM LOT To SI TE NOTE: SURVEY INFORMATION PROVIDED BY HARSTAD CONSULTANTS HORIZONTAL CONTROL DETAIL N.T.S. S Checked for Compliance to City Standards sv one - - LLLLLLLw� WA E �.,+�+ 01 /31 /06 CI TY OF RENTON VILLAGE i RENTON RVA LAND LLC. PM. _ N118 am MW ' Planning /Building /Public Works Dept. C1 so NO. REVISION BY DATE APPR -- nu MANNE"' NOTES . 1 4 �NEO AN t 2 JAf -- 1AI 4 ROLL 1 91"7 FR 3:l �. 0 • 1 �J ti �J