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HomeMy WebLinkAboutR-3978020 z CD GENERALNOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THESE PLANS AND SPECIFICATIONS, INCLUDING THE REQUIREMENTS OF THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION, ENGLISH, DATED 2014, AND AMENDMENTS. 2. APPROVED PLANS AND RECORD DOCUMENTS: A COPY OF THE APPROVED PLANS AND SPECS SHALL BE ON SITE WHENEVER CONSTRUCTION IS IN PROGRESS. THROUGHOUT THE PROGRESS OF THE WORK ON THIS CONTRACT, MAINTAIN AN ACCURATE RECORD OF CHANGES IN THE CONTRACT DOCUMENTS. UPON COMPLETION OF THIS CONTRACT, PROVIDE ONE COMPLETE SET OF RECORD DOCUMENTS TO THE ENGINEER. 3. ALL LOCATIONS OF EXISTING UNDERGROUND UTILITY SYSTEMS SHOWN HEREIN ARE TAKEN FROM UTILITY LOCATE PAINT MARKS OR AS —BUILT PLANS AND ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ALL LOCATOR SERVICES SHOULD BE CONTACTED PRIOR TO ANY CONSTRUCTION OR SUBSURFACE EXPLORATION. CALL 1-800-424-5555. 4. STORM AND SEWER CONNECTIONS HAVE BEEN DRAWN FROM CENTER OF LID TO CENTER OF LID. THE LOCATIONS AND DIMENSIONS OF UNDERGROUND VAULTS HAVE NOT BEEN VERIFIED AND ARE APPROXIMATE. 5. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO CONTROL DRAINAGE OF ON —SITE SURFACE WATER RUNOFF BY USING TEMPORARY OR PERMANENT EROSION/SILTATION CONTROL PROCEDURES PER KING COUNTY SURFACE WATER DESIGN MANUAL, AND THE WSDOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. 6. THE CONTRACTOR SHALL MAINTAIN AND PROTECT PUBLIC STREETS, PRIVATE PROPERTY, AND UTILITIES. THE CONTRACTOR SHALL ALSO KEEP CLEAN ALL PUBLIC STREETS AND PRIVATE PROPERTY. 7. ALL REFERENCES MADE TO STANDARD PLANS SHALL BE TO THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION STANDARD PLANS AND THE CITY OF RENTON STANDARD PLANS, AND SHALL BE IN ACCORDANCE WITH THE LATEST PUBLISHED EDITION. 8. ANY CONSTRUCTION OR INSTALLATION ACTIVITIES AFFECTING TRANSIT OPERATIONS OR FACILITIES MUST BE COORDINATED TROUGH METRO TRANSIT CONSTRUCTION INFORMATION CENTER. FOR NOTIFICATION INFORMATION AND GUIDELINES, PLEASE VISIT: http://www.kingcounty.gov/transportation/kcdot/MetroTransit/Construction.aspx OR CONTACT CONSTRUCTION COORDINATORS AT 206-477-1140. PLEASE PROVIDE FIVE BUSINESS DAYS NOTIFICATION FOR BUS REROUTES AND THREE BUSINESS DAYS NOTIFICATION FOR BUS STOP IMPACTS. CONTACTS: COMMUNICATIONS ZAYO GROUP CONTACT: TIM SYPOWICZ PHONE: (253) 549-9100 a a COMCAST CONTACT: BILL WALKER z PHONE: (253) 288-7538 CENTURYLINK m' CONTACT:DENA KLUDSIKOFSKY a"I PHONE: (206) 345-0173 ca o CITY OF RENTON a RON HANSEN PHONE: (425) 430-6873 S POWER 3 S PSE r CONTACT: KATHY JOHNSON 3 PHONE: (425) 462-3381 e so sa WATER a d CITY OF RENTON CONTACT: GEORGE STAHL a PHONE: (425) 430-7400 M SANITARY SEWER 0 CITY OF RENTON CONTACT: RICHARD W. MARSHALL z PHONE: (425) 430-7400 o I `3 FEDAID: FA# CM-1292(002) in TIB 8-1-102(034)-1 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 STORMWATER CITY OF RENTON CONTACT: RICHARD W. MARSHALL PHONE: (425) 430-7400 TRAFFIC SIGNALS CITY OF RENTON CONTACT: ERIC CUTSHALL PHONE: (425)-430-7423 KING COUNTY CONTACT: CONSTRUCTION COORDINATOR PHONE: (206) 477-1140 WSDOT CONTACT: ED GIRAUD PHONE: (206) 440-4709 EMERGENCY SERVICES CITY OF RENTON POLICE PHONE: (425) 430-7500 (425) 430-2121 CITY OF RENTON FIRE PHONE: (425) 430-7000 *i BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 LEGEND ABBREVIATIONS EXISTING ABAN ABANDONED N NORTH ACP ASPHALT CONCRETE PAVEMENT NE NORTHEAST APROX APPROXIMATELY NOM NOMINAL MIC& MONUMENT IN CASE R PAINTED POWER APWA AMERICAN PUBLIC WORKS NTS NOT TO SCALE ASSOCIATION NW NORTHWEST o PK NAIL r PAINTED TELEPHONE ASPH ASPHALT OC ON CENTER ® AT OCT OCTOBER ❑ CATCH BASIN Fo PAINTED FIBER OPTIC AVE AVENUE OD OUTSIDE DIAMETER AWWA AMERICAN WATER WORKS OH OVERHEAD O STORM DRAIN MANHOLE ry PAINTED TV ASSOCIATION PC POINT OF CURVATURE BMP BEST MANAGEMENT PRACTICES PC PIERCE COUNTY O SEWER MANHOLE w PAINTED WATER BOT BOTTOM PCC POINT OF COMPOUND CURVATURE BVCE BEGIN VERTICAL CURVE ELEVATION PI POINT OF HORIZONTAL INTERSECTION o POWER POLE c PAINTED GAS BVC BEGIN VERTICAL CURVE It PROPERTY LINE CB CATCH BASIN POC POINT ON CURVE -C' POWER POLE W/UNDERGROUND CONNECT off OVERHEAD UTILITY LINE (GENERIC) CL CENTERLINE PPM PARTS PER MILLION CDF CONTROLLED DENSITY FILL PROP PROPOSED © POWER VAULT LID SD STORM CFS CUBIC FEET PER SECOND PSE PUGET SOUND ENERGY CL CENTERLINE PSF POUNDS PER SQUARE FOOT GUY ANCHOR s SEWER CLR CLEAR PSI POUNDS PER SQUARE INCH CM CENTIMETER PT POINT OR POINT OF TANGENCY ® JUNCTION BOX FENCE CMP CORRUGATED METAL PIPE PVC POLYVINYL CHLORIDE PIPE CONC CONCRETE PVI POINT OF VERTICAL INTERSECTION o STREET LIGHT (LUMINAIRE) PAINTED STRIPE CORR CORRUGATED QPEAK PEAK FLOW CPEP CORRUGATED POLYETHELENE PIPE (N-12) R RADIUS OR RANGE LOT LIGHT PAINTED SKIP STRIPE CPP CORRUGATED POLYETHELENE PIPE RCP REINFORCED CONCRETE PIPE CSBC CRUSHED SURFACING BASE COURSE R/W RIGHT—OF—WAY O TELEPHONE MANHOLE • • • • • • • • • • • • • • • • • RAISED —BUTTON SOLID STRIPE CSTC CRUSHED SURFACING TOP COURSE ROW RIGHT—OF—WAY CTR CENTER RT RIGHT T. TELEPHONE RISER • • • • • • • • • • • • - RAISED —BUTTON SKIP STRIPE CY CUBIC YARDS S SOUTH DI DUCTILE IRON SL SLOPE O TELEPHONE VAULT LID EDGE OF PAVEMENT DIA DIAMETER SE SOUTHEAST DIAM DIAMETER SEC SECTION TELEPHONE POLE — — — — FLOWLINE 0 DIAMETER SEPT SEPTEMBER DIP DUCTILE IRON PIPE SEW STRUCTURAL EARTH WALL FIBER OPTIC MANHOLE CONTOUR DROP DROP INLET SHLDR SHOULDER DWY DRIVEWAY SPEC SPECIFICATION m GAS VALVE ROW LINE DWG DRAWING SS SANITARY SEWER E EAST SSMH SANITARY SEWER MANHOLE M WATER VALVE EASEMENT LINE EG EXISTING GROUND SD STORM DRAIN EL ELEVATION SF SQUARE FOOT ® WATER METER °� CONCRETE ELEV ELEVATION ST STREET EDP EDGE OF PAVEMENT STA STATION A FIRE HYDRANT ROCKERY ESAL EQUIVALENT SINGLE AXLE LOAD STD STANDARD EVCE END VERTICAL CURVE ELEVATION SW SOUTHWEST ® IRRIGATION CONTROL VALVE AC ASPHALT/CONCRETE EVCS END VERTICAL CURVE STATION SWPPP STORMWATER POLLUTION EVC END VERTICAL CURVE PREVENTION PLAN O MONITORING WELL CHLK CHAINLINK EX EXISTING SYM SYMMETRICAL x EXIST EXISTING TELE TELEPHONE SIGN DWY DRIVEWAY EXP EXPANSION T TOWNSHIP OR TANGENT LENGTH F/C FACE OF CURB TESC TEMPORARY EROSION & SEDIMENT 0 DECIDUOUS TREE, DIAMETER (# OF TRUNKS) FG FINISH GRADE CONTROL FL FLANGE THK THICK CONIFEROUS TREE, DIAMETER (# OF TRUNKS) FM FORCE MAIN TV TELEVISION xx^ FT FT TWLTL TWO—WAY LEFT TURN LANE GV GATE VALVE TYP TYPICAL GRAV GRAVEL US UNITED STATES H HEIGHT UV UTILITY VAULT COMPANY H HORIZONTAL VC VERTICAL CURVE HDPE HIGH DENSITY POLYETHYLENE PIPE V VERTICAL HP HIGH POINT VERT VERTICAL HMA HOT MIX ASPHALT W WEST HORIZ HORIZONTAL W/ WITH ID INSIDE DIAMETER WA WASHINGTON IE INVERT ELEVATION WSDOT WASHINGTON STATE DEPARTMENT IN INCH(ES) OF TRANSPORTATION INTX INTERSECTION WM WILLAMETTE MERIDIAN L LENGTH WP WORK POINT LBS POUNDS WQ WATER QUALITY LF LINEAR FEET WS WATER SURFACE LN LANE WSE WATER SURFACE ELEVATION LT LEFT LP LOW POINT LUM LUMINAIRE MH MANHOLE MAX MAXIMUM MID MIDDLE MIN MINIMUM MISC MISCELLANEOUS MJ MECHANICAL JOINT MOD MODIFIED MTG MOUNTING Approved For BID Robert M. Hanson P.E. Date w e6°aiss, °� CITY OF 8/23/16 RECORD DRAWING -RL AS SHOWN °m30N RENTON S 7TH ST. AND SHATTUCK AVE S 7 Information shorn on this record drawing w desadbes as -designed components and/or JCR Public Works Department a onst_tm components. Intonation ca DATUM mgarding s- sWded�componentsr xr°; RL Approved For construction NOTES, LEGEND, AND ABBREVIATIONS n�.G°N— pr idea by °the and s t ffni. NO. REVISION BY DATE APPR = 5G°"—..,.Ly ROVEsar RoheH M_ Hanson PF_ note 9 °, 9