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HomeMy WebLinkAboutR-372332TBLOCK_COR z U W- a w 0 0 U W J U. Z W D Q 0 W m J LEGEND EXISTING PROPOSED ROAD WA Y CEN TERLINE - - PROJECT BOUNDARY LINE - - - PROPERTY BOUNDARY LINE ASPHALT TREATED BASE RIGHT -OF -WAY LINE AVENUE EASEMENT LINE - - - - EDGE OF PAVEMENT LINE BOUNDARY 10' CONTOUR LINE BACK OF CURB 2' CONTOUR LINE _ - BOTTOM OF WALL SANITARY SEWER MAIN SS SS WATER LINE - - - - CA TCH BASIN FIRE SUPPLY - -- - __ _ - - _ __ F F STORM PIPE CORRUGATED METAL PIPE ROOF DRAIN RD RD GA S LINE GAS FENCE LINE CONTINUOUS POWER LINE Cl TY OF REN TON BURIED POWER LINE - CORRUGATED POLYETHYLENE PIPE UTILI TY EASEMENT - - - TELEPHONE LINE CRUSHED SURFACING BASE COURSE BURIED TELEPHONE LINE - -- SWALE - - - - - - -- - -- SILT FENCE _ - _ _ __ _ -- - X- X- X -X -X- CONSTRUCTION FENCING DRI VEWA Y CLEARING LIMI T EAST SANITARY SEWER CLEAN OUT END CURB RETURN SANITARY SEWER MANHOLE ELEVATION STORM DRAIN CATCH BASIN - TYPE I EDGE OF PA VEMEN T STORM DRAIN CATCH BASIN -TYPE ll EROSION AND SEDIMENT CONTROL ESD ENTERING SIGHT DISTANCE STORM DRAIN INLET (NO CATCH) EASEMENT STORM DRAIN CULVERT - EMERGENCY VEHICLE ACCESS WA TER CAP11PLUG EXISTING WA TER COUPLING FLOW LINE GUARD POST • REDUCER FACE OF CURB THRUST BLOCK HORIZONTAL WA TER METER INVERT ELEVATION 2 NOZZLE FIRE HYDRANT Ak 3 NOZZLE FIRE HYDRANT INVERT FLANGE/BUNO FL JOINT ►� MECHANICAL JOINT C PUSH- ON/HUB JOINT C THREAD JOINT AIR RELIEF VAL VE BLOW -OFF VALVE 1 BU TTERFL Y VAL VF x ►Ti CHECK VALVE N GATE /GENERAL VALVE H PLUG VAL VE GAS METER - GAS VAL VE l�l PAD MOUNTED TRANSFORMER FA POWER VAULT FP TRANSMISSION TOWER (SCALEABLE) UTILI TY POLE _ } PO WER POLE �- UTILI TY POLE ANCHOR : - TELEPHONE RISER 0 TELEPHONE VAUL T T BUS STOP Bus MAIL BOX RIP RAP ROCKERY SHRUB GENERAL SIGN - - REGULA TORY SIGN -�- TREE (CONIFER) TREE (DECIDUOUS) STREET LIGHT BRIDGE/TUNNEL ASPHALT PA VEMEN T CONCRETE - Approved by: Approved by: Approved by: Copyright © 2014 CPH Consultants, LLC. All Rights Reserved. AUnroved bv: CITY OF RENTON Date: Date: Date: Date: A PORTION OF THE SE 1/4 OF SECTION 14 TOWNSHIP 23 N, RANGE 5 E, W.M. ABBREVIATIONS AC ASPHALT CONCRETE PA VEMEN T AP ANGLE POINT ASS'Y. ASSEMBLY A TB ASPHALT TREATED BASE A VE AVENUE BCR BEGIN CURB RETURN BDRY BOUNDARY BOC BACK OF CURB BOW BOTTOM OF WALL q CENTERLINE CB CA TCH BASIN CDF CONTROLLED DENSITY FILL CMP CORRUGATED METAL PIPE CONCRETE CONC. CONN. CONNECTION CONT. CONTINUOUS COR Cl TY OF REN TON CPP CORRUGATED POLYETHYLENE PIPE PVMT (W /SMOOTH INTERIOR WALLS) CSBC CRUSHED SURFACING BASE COURSE CSTC CRUSHED SURFACING TOP COURSE DIAM. DIAMETER DI DUCTILE IRON DIN DRI VEWA Y E EAST ECR END CURB RETURN ELEV. ELEVATION EDP EDGE OF PA VEMEN T ESC EROSION AND SEDIMENT CONTROL ESD ENTERING SIGHT DISTANCE ESMT. EASEMENT EVA EMERGENCY VEHICLE ACCESS EXIST. EXISTING FL FLOW LINE FL. FLANGE FOC FACE OF CURB HORIZ. HORIZONTAL IE INVERT ELEVATION IN T. INTERSECTION IN V. INVERT KC KING COUNTY KCRS KING COUNTY ROAD STANDARDS LCPE LINED CORRUGATED POLYETHYLENE PIPE LF LINEAL FEET LT LEFT LUI LAND USE INSPECTOR MAX. MAXIMUM MFR. MANUFACTURER MH MANHOLE MIN. MINIMUM MJ MECHANICAL JOIN T N NORTH NIC NOT IN CONTRACT 0. C. ON CENTER PC POINT OF CURVATURE PE PLAIN END PI POINT OF INTERSECTION PL. PLACE PT POINT OF TANGENCY PVI POINT OF VERTICAL INTERSECTION PVMT PAVEMENT PUE PUBLIC UTILITY EASEMENT REQ'D. REQUIRED RP RADIUS POINT RR REDMOND RIDGE RRE REDMOND RIDGE EAST UPD ROW RIGHT -OF- WA Y RT RIGHT S SOUTH SD STORM DRAIN SP. SPACE SS SANITARY SEWER SSD STOPPING SIGHT DISTANCE STA STA TION TESC TEMPORARY EROSION AND SEDIMENT CONTROL TOC TOP OF CURB TYR TYPICAL TBW TOP BACK OF WALK TOW TOP OF WALL UNO UNLESS NOTED OTHERWISE VERT. VERTICAL WSDOT WASHINGTON DEPT. OF TRANSPORTATION W/ WI TH W WEST WS WA TER SER VICE CONSTRUCTION MATERIALS MATERIAL WSDOT SPEC (UNLESS OTHERWISE NOTED) CRUSHED SURFACING TOP COURSE 9- 03.9(3) CRUSHED SURFACING BASE COURSE 9- 03.9(3) ASPHALT TREATED BASE (ATB) 9 -03.6 PIPE ZONE BEDDING 9- 03.12(3) WASHED DRAIN ROCK 9- 03.12(5) CLEAN SAND 9 -03.13 QUARRY SPACES 9 -13.6 ASPHALT CEMENT CONCRETE 9 -02.1 & 9 -03.8 NA AVF FILL MA 1FRlAL AND SI7?UC7URAL BORROW 9- 03.14(3) IMPORTED STRUCNRAL FILL MATERIAL 9- 03.14(3) lMPOR1FD SELECT FILL MA7FRlAL 9- 03.14(1) GEOTEXTILE OR GE07FX FABRIC 9 -33.2, TABLE 3 (MIRAFl 600X OR EQUAL) GEO- FABRIC SILT FENCE 9 -33.2, TABLE 6 (MIRAFI 100X OR EQUAL) NON-WOVEN GEOTE'XALE OR GEOTEX FABRIC 9 -33.2, TABLE 1 & 2 (MIRAFI 1401V OR EQUAL) UNSUITABLE EXCAVA110N 2- 03 3(14)E,F GRAVEL BORROW 9- 03.14(1) REVISED FOR 5X MAX. PASSING A US N0. 200 SIEVE RIP RAP (HEAVY) 9- 13.1(1) RIP RAP (LIGHT) 9- 13.1(2) RIP RAP (HAND PLACED) 9 -13.2 LINED CORRUGATED POLYETHYLENE PIPE (LCPE) 9- 05.1(7) PORAANO CEMENT CONCRETE 6.02. 3(2)8 DUCALE IRON PIPE 9 -05. 13 CONCRETE PIPE 9 -05.7 CORRUGATED METAL PIPE (CMP) 9- 05.1(2) PVC PIPE 9 -05.12 BLACK VINYL COATED CHAIN LINK FENCE 9.16.1 WSOOT STANDARD PLAN L -2 TYPE 1 OR TYPE 3 WITH NN11 COALING 1 CONSTRUCTION PERMIT APPROVAL JBS 05/01/14 JBS sakE 2 AS- BUILTS GG 03/16/15 JBS Demallillm N/A JAMIE B. SCHROEDER, P PETER EVANS ow NMI a AMIE B. SCHROEDER, PE Wa OW � NO. REVISION BY DATE AP P R �� � A00010110LY APPROVED "cHIMM r"`U W 1/11ft, DATUM GENERAL PROJECT NOTES 1. ALL WORKMANSHIP, METHODS AND MATERIALS FOR THIS PROJECT SHALL CONFORM TO THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION AS PRODUCED BY WSDOT AND THE WASHINGTON STATE CHAPTER OF THE APWA; KING COUNTY, AND CITY OF RENTON; AND ALL AMENDMENTS TO THE STANDARDS SPECIFICATIONS AND SPECIAL PROVISIONS PROVIDED BY THESE PLANS OR OTHER CONTRACT DOCUMENTS FOR THE PROJECT 2. EXISTING UTILITIES ARE SHOWN IN THESE PLANS PER THE LATEST AVAILABLE INFORMATION. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AND RELATED SURFACE FEATURES WITHIN THE PROJECT AREA AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES WITH THE PLAN INFORMATION PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL, AT MINIMUM, CONTACT THE UNDERGROUND UTILITIES LOCATE CENTER (1- 800 - 424 -5555) TO HAVE UTILITIES VERIFIED ON THE GROUND PRIOR TO CONSTRUCTION. 3. THE EROSION AND SEDIMENTATION CONTROL (ESC) MEASURES SHOWN IN THESE PLANS SHALL BE CONSIDERED A MINIMUM. THE CONTRACTOR SHALL PROVIDE ANY REASONABLE ADDITIONAL MEASURES AS MAY BE REQUIRED TO FACILITATE ACTUAL SITE RUNOFF COND17IONS AT THE TIME OF CONSTRUCTION. ALL NECESSARY EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE IN -PLACE PRIOR TO ANY DEMOLITION OR CONSTRUCTION ACTIVITIES. 4. ALL NEW PAVEMENT, SIDEWALKS, AND CURB AND GUTTER INSTALLED BY THIS PROJECT SHALL BEAR ON SUITABLE, COMPACT FOUNDATION SOILS IN ACCORDANCE WITH THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS AND PROJECT CONTRACT DOCUMENTS SIMILAR EXISTING FACILITIES TO REMAIN, WHICH ARE DISTURBED OR DAMAGED DURING CONSTRUCTION, SHALL BE REPLACED 1N -KIND TO THE SAME STANDARDS OF NEW FACILITIES. 5. ALL PAVEMENT MARKINGS SHALL CONFORM TO THE WSDOT STANDARD PLANS AND SPECIFICATIONS AS AMENDED OR SUPPLEMENTED BY THE PROJECT PLANS, DETAILS, AND SPECIFICATIONS AS PROVIDED IN THE CONTRACT DOCUMENTS. 6. ALL EXISTING ON -SITE WELLS OR SEPTIC TANKS SHALL BE PROPERLY ABANDONED BY A LICENSED CONTRACTOR, CERTIFIED TO PERFORM SUCH WORK, AND WRITTEN VERIFICATION OF ABANDONMENT SHALL BE PROVIDED TO THE OWNER, WASHINGTON STATE DEPARTMENT OF ECOLOGY, AND KING COUNTY HEALTH DEPARTMENT IN ACCORDANCE WITH APPLICABLE AGENCY REGULATIONS 7. THE MATERIALS AND METHODS OF INSTALLATION FOR ALL SANITARY SEWER FACILITIES SHALL BE IN ACCORDANCE WITH THE LATEST CITY OF RENTON STANDARDS, GENERAL REQUIREMENTS AND DETAILS FOR WATER MAIN CONSTRUCTION, AND GENERAL REQUIREMENTS AND DETAILS FOR SEWER MAIN CONSTRUCTION. 8. AT LEAST TWO COPIES OF THESE PLANS SHALL BE ON THE JOB SITE WHEN CONSTRUCTION IS IN PROGRESS. THE CONTRACTOR SHALL ALSO HAVE COPIES OF THE APPLICABLE REGULATORY AGENCY STANDARDS AVAILABLE AT THE JOB SITE DURING THE RELATED CONSTRUCTION OPERATIONS ALL APPLICABLE PERMITS SHALL BE OBTAINED PRIOR TO ANY CONSTRICTION ACTIVITY. ONE COMPLETE SET OF PROJECT PLANS WITH RECORDS OF AS -BUILT INFORMATION SHALL BE PROVIDED TO THE PROJECT ENGINEER AT THE END OF THE PROJECT. 9. THE CONTRACTOR SHALL COORDINATE ACTT WTIES OF ALL UTILITY PURVEYORS IMPACTED BY WORK FOR THIS PROJECT AND SHALL CONTACT THEM PRIOR TO CONSTRUC77ON TO SCHEDULE W )RK FOR PROVISIONS FOR AND BE RESPONSIBLE TO SUPPORT, MAINTAIN, OR 0774ERWISE PROTECT AND KEEP IN SERVICE ALL EXISTING UTILITIES WHETHER SHOWN OR NOT SHOWN ON THESE PLANS DURING CONSTRUCTION. 10. UTILITIES,, OR INTERFERING PORTIONS OF U770 TIES, THAT ARE ABANDONED IN PLACE SHALL BE REMOVED BY THE CONTRACTOR TO THE EXTENT NECESSARY TO COMPLETE THE PROPOSED WORK. THE CONTRACTOR SHALL PLUG THE REMAINING EXPOSED ENDS OF ABANDONED UTILITIES. CUTTING AND PLUGGING OF LINES TO BE ABANDONED SHALL BE CONSIDERED INCIDENTAL TO OTHER WORK PERFORMED. 11. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL PROVISIONS OF THE SOILS REPORT FOR THE SITE BE OBSERVED AND COMPLIED WITH DURING ALL PHASES OF SITE PREPARATION, GRADING OPERATIONS, FOUNDATION, SLAB AND PAVING CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IMMEDIATELY OF ANY PROVISION OF THE SOIL REPORT M4ICH CONFLICT WITH INFORMATION SHOWN ELSEWHERE ON THESE DRAWINGS, OR WHICH REQUIRES FURTHER CLARIFICATION. 12. THE CONTRACTOR OR OWNER SHALL OBTAIN THE SERVICES OF A QUALIFIED SOILS ENGINEER AND /OR TESTING AGENCY TO PERFORM SUBGRADE /BA CKFI LL DENSITY TESTS OR TO DIRECT THE REMOVAL AND REPLACEMENT OF ANY UNSUITABLE MATERIALS DURING CONSTRUCTION. A REPRESENTATIVE OF THE SOILS ENGINEER AND OR TESTING AGENCY SHALL BE AVAILABLE TO OBSERVE AND TO VERIFY FIELD CONDITIONS IONS AS WORK PROCEEDS. THE SOILS ENGINEER SHALL SUBMIT FIELD REPORTS AS REQUIRED TO CERTIFY THE METHODS AND MATERIALS ARE IN ACCORDANCE WITH PROJECT SPECIFICATIONS. THE CONTRACTOR SHALL COORDINATE THE APPROPRIATE SOILS INSPECTIONS AND TESTING. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE TRAFFIC CONTROL DURING CONSTRUCTION ADJACENT TO OR WITHIN ALL PUBLIC ROADWAYS. TRAFFIC CONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANY CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL MAINTAIN ACCESS TO ALL PRIVATE PROPERTY DRIVEWAYS DURING CONSTRUCTION. R- 312331 i '.. • L • CALL BEFORE YOU DIG 14OO- 424-5555 CP H CONSULTANTS Site Planning • CM Engineemg Land Use Consulting • Project Management 733 7th AvemA Suft 100 I K►rlcWW, WA 99033 Nww: (425) 2852390 I FAX (425) 2852389 www.cphconsultants.com W-E-. 02/21/1 LIBERTY GARDENS ' ��► � CITY OF ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS :E RENTON DAZE DRAWIC %4C: Planning /Building /Public Works Dept. 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