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Home My WebLink AboutR-403602SCJ ALLIANCE ABBREVIATIONS � GENERAL CONSTRUCTION NOTES: p 1. ALL WORK, WORKMANSHIP AND MATERIALS FOR THIS PROJECT SHALL MEET OR p EXCEED THE MOST CURRENT VERSION OF THE WSDOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. IF THERE IS A CONFLICT BETWEEN THE SPECIFICATIONS, THE MOST RESTRICTIVE REFERENCE SHALL BE ADHERED TO. W F.— 2. ALL GOVERNMENTAL SAFETY REGULATIONS SHALL BE STRICTLY ADHERED TO INCLUDING OSHA, WISHA AND WASHINGTON DEPARTMENT OF LABOR AND INDUSTRY. 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DULY NOTIFY THE CITY IN ADVANCE OF THE COMMENCEMENT OF ANY AUTHORIZED WORK AND TO SCHEDULE REQUIRED INSPECTIONS. ANY REQUIRED INSPECTION TEST WILL BE PERFORMED AT THE CONTRACTOR'S EXPENSE. 4. THE CONTRACTOR SHALL PROVIDE A TWO—YEAR WARRANTY ON ALL WORKMANSHIP AND MATERIAL FOLLOWING ACCEPTANCE OF THE PROJECT BY THE OWNER. 5. THE APPROVAL OF THESE PLANS BY THE CITY OF RENTON DOES NOT RELIEVE THE CONTRACTOR OR DEVELOPER OF THE RESPONSIBILITY TO COMPLY WITH THE REQUIREMENTS OF OTHER GOVERNING AGENCIES. 6. CAUTION — NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON THE PROJECT SURVEY AND OTHER RECORDS OF UTILITIES. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL CALL 1-800-424-5555 48 HOURS PRIOR TO PLANNED EXCAVATIONS. 7. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON COMPILED SURVEY DATA. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED WORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER OR OWNER'S REPRESENTATIVE. 8. EXISTING UTILITIES ARE SHOWN FOR REFERENCE ONLY. THE CONTRACTOR SHALL VERIFY EXACT LOCATION, DIA, LENGTH, CONDITION, PIPE TYPE, SLOPE AND VERTICAL AND HORIZONTAL ALIGNMENT OF THE EXISTING ALIGNMENT OF THE PROPOSED POINTS OF CONNECTION PRIOR TO CONNECTION AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO CONSTRUCTION. 9. PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL OBTAIN ALL NECESSARY LOCAL, STATE, AND FEDERAL APPROVALS AND PERMITS. 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY OF THE APPROVED PLANS, SPECIFICATIONS, AND CONTRACT DOCUMENTS AT THE CONSTRUCTION SITE AT ALL TIMES. 11.THE CONTRACTOR SHALL PROVIDE SLOPE PROTECTION FOR SLOPES OF 5:1 OR GREATER ACCORDING TO AGC STANDARD GUIDELINES AND BEST MANAGEMENT PRACTICES (BMP'S). 12. THE CONTRACTOR SHALL MAINTAIN EROSION CONTROL FACILITIES IN ACCORDANCE WITH THE DEPARTMENT OF ECOLOGY STORM WATER MANUAL, THE CITY OF RENTON SURFACE WATER DESIGN MANUAL AND THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP). 13. THE CONTRACTOR SHALL SAFELY MAINTAIN TRAFFIC AND CONTINUOUS ACCESS TO PRIVATE AND/OR PUBLIC PROPERTY. 14. CONSTRUCTION SIGNING AND TRAFFIC CONTROL SHALL BE PER THE CURRENT COPY OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND PER THE APPROVED TRAFFIC CONTROL PLAN. 15. ALL VEHICLES AND EQUIPMENT SHALL BE KEPT WITHIN THE WORK AREAS ESTABLISHED FOR THAT WORK SHIFT UNLESS TRAVELING TO OR FROM THE SITE. UNDER NO CIRCUMSTANCES SHALL VEHICLES BE PARKED OR EQUIPMENT BE STORED OUTSIDE OF THESE AREAS. 16.OTHER CONSTRUCTION PROJECTS MAY OCCUR NEAR THE PROJECT SITE AND MAY BE IN PROGRESS CONCURRENT WITH THE PROJECT. THE CONTRACTOR SHALL COOPERATE AS NECESSARY AND NOT INTERFERE OR HINDER THE PROGRESS OR COMPLETION OF WORK BEING PERFORMED BY OTHER CONTRACTORS. 17. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING AND INSTALLING ALL MATERIALS, LABOR, AND EQUIPMENT NECESSARY TO COMPLETE THE WORK SHOWN ON THESE DRAWINGS AND TO OBTAIN ACCEPTANCE BY THE CITY OF RENTON AND THE PROJECT OWNER. 18. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO THEIR ORIGINAL "PRE CONSTRUCTION" STATE OR BETTER. 19. DRIVEWAY ACCESS AND UTILITY SERVICE TO EXISTING HOMES AND BUSINESSES 0 SHALL BE MAINTAINED AT ALL TIMES. Z 20. GROUNDWATER EXIST ON —SITE, SEE GEOTECHNICAL ENGINEERING STUDY BY EARTH CD SOLUTIONS NW, LLC, DATED AUGUST 3, 2017 NJ O CO 00 K0 CV 0 0 Ld U Ld m m Z W (/) Q 2 CL Z V) 0 0 z w cn 0 z w C M N O N C+O 3 C14 0 j U � L Z w N a- � 0 uj CALL BEFORE YOU DIG CD co THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION N CV AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL cn VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424-5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. �Z 55D-�gR �O� �F WASF/I c�js �P O cn Z o' O4366 AS �FGI STEREO S10NAL 06/19/20191 NO. REFER To R,,4036149 IWi403601 , So*403601 FOR AS -BUILT INFORMATION BUILDING PERMIT SUBMITTAL BUILDING PERMIT SUBMITTAL REVISION R.E.W. 05/01/191 R.D.J. suRVEYEO: R.E.W. 06 19 19 R.D.J. DESIGNED: K. MELVIN DRAWN: S. ORDONEZ CHECKED: R. JARVIS BY DATE APPR APPROVED: R. JARVIS & AND FDC FIRE DEPARTMENT CONNECTION D ANGLE FDN FOUNDATION t APPROXIMATELY FES FLARED END SECTION ® AT FF FINISH FLOOR CENTERLINE FG FINISH GRADE ELEVATION ' DEGREE FH FIRE HYDRANT = EQUALS FIN FINISH(ED) ' FOOT FL FIRE LINE/FLANGE > GREATER THAN FT FOOT/FEET " INCH # NUMBER G GAS % PERCENT GALV GALVANIZED GB GRADE BREAK AC ASPHALTIC CONCRETE GRND GROUND ADD'L ADDITIONAL GV GATE VALVE ADJT ADJACENT AFF ABOVE FINISH FLOOR HH HANDHOLE AP ANGLE POINT HP HIGH POINT ELEVATION APPROX APPROXIMATE HORIZ HORIZONTAL ARCH ARCHITECT HT HEIGHT ATB ASPHALT TREATED BASE COURSE IE INVERT ELEVATION AVE AVENUE IN INCH BC BOTTOM OF CURB ELEVATION JB, J—BOX JUNCTION BOX BCR BEGIN CURB RETURN JT JOINT TRENCH BFV BUTTERFLY VALVE BGS BELOW GROUND SURFACE kV KILOVOTS BLK BLOCK(S) kW KILOWATT BLDG BUILDING KWH KILOWATT HOURS BM BENCHMARK L LENGTH BVC BEGIN VERTICAL CURB BW BOTTOM OF WALL ELEVATION LB(S) POUND(S) C CONDUIT LF LINEAR FEET CB CATCH BASIN LP LOW POINT ELEVATION CF CUBIC FEET LT LEFT CIRC CIRCUIT, CIRCULAR, TION) MAX MAXIMUM CIP CAST —IN —PLACE MFR MANUFACTURER CIP MON CAST —IN —PLACE MONUMENT MH MANHOLE CJ CENTER JOINT MIN MINIMUM, MINUTE CENTER LINE MISC MISCELLANEOUS CL CROWNLINE MON MONUMENT IN CASE CLR CLEAR CO CLEANOUT N NORTH, NORTHING COMM COMMUNICATION N/A NOT APPLICABLE COMPT COMPACTED NE NORTHEAST CONC CONCRETE NEMA NATIONAL ELECTRICAL MANUFACTURES CONST CONSTRUCT ASSOCIATION CONT CONTINUE, ED, OUS, ATION) NIC NOT IN CONTRACT COORD COORDINATE NO, No NUMBER CSBC CRUSHED SURFACING BASE COURSE NTS NOT TO SCALE CSTC CRUSHED SURFACING TOP COURSE NW NORTHWEST CULV CULVERT OC, oc ON CENTER CU YD CUBIC YARD OD OUTSIDE DIAMETER D/W DRIVEWAY OSHA OCCUPATIONAL SAFETY & HEALTH DEF DEFLECTION ADMINISTRATION DEG DEGREE P POWER, POWER VAULT DEMO DEMOLISH/DEMOLITION PC POINT OF CURVATURE DIA DIAMETER PCC POINT OF COMPOUND CURVE DIM DIMENSION(S) PED PEDESTAL DIP DUCTILE IRON PIPE PI POINT OF INTERSECTION DR DRIVE R PROPERTY LINE DWG(S) DR WINGS) POC POINT OF CONNECTION E EAST OR ELECTRICAL PP POWER POLE EA EACH PRC POINT OF REVERSE CURVATURE ECR END CURB RETURN PROP PROPERTY EHH ELECTRICAL HANDHOLE PSE PUGET SOUND ENERGY EL, ELEV ELEVATION PSI POUNDS PER SQUARE INCH ELEC ELECTRIC(AL) PT POINT OF TANGENCY ENGR ENGINEER PVC POINT OF VERTICAL CURVE EOP EDGE OF PAVEMENT PVI POINT OF VERTICAL INTERSECTION EQ EQUAL(LY) PVT POINT OF VERTICAL TANGENT EQUIP EQUIPMENT PVMT PAVEMENT ESMT EASEMENT PWR POWER EVC END VERTICAL CURVE QTY QUANTITY EX, EXIST EXISTING EXP EXPANSION 1 "=1 ' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY R RADIUS RD ROAD, ROADWAY REF REFERENCE REINF REINFORC(E, ED, ING, MENT) REQ'D REQUIRED REV REVISION RIM STRUCTURE RIM ELEVATION RT RIGHT R/W, ROW RIGHT OF WAY S SOUTH OR SLOPE SCHED SCHEDULE SD, SDMH STORM DRAIN, STORM DRAIN MANHOLE SE SOUTHEAST SECT SECTION(S) SHT SHEET SP SPRINKLER SQ SQUARE SQ FT SQUARE FEET SQ IN SQUARE INCH SS SANITARY SEWER SSMH SANITARY SEWER MANHOLE ST STREET STA STATION STD STANDARD STRUCT STRUCTURE(E, AL) SW SOUTHWEST SYS SYSTEM T TELEPHONE OR TELEPHONE VAULT TBD TO BE DETERMINED TBM TEMPORARY BENCH MARK TC TOP OF CURB ELEVATION TELE TELEPHONE TEMP TEMPORARY TW TOP OF WALL ELEVATION TP, T/P TOP OF PIPE TYP TYPICAL UDG UNDERGROUND VAP VERTICAL ANGLE POINT VC VERTICAL CURVE VERT VERTICAL VOL VOLUME W WEST, WIDTH, WIDE OR WATER W/ WITH W/0 WITHOUT WM WATER MAIN OR WILLAMETTE MERIDIAN WSDOT WASHINGTON STATE DEPARTMENT OF TRANSPORTATION WV WATER VALVE XFMR TRANSFORMER R-403602 IN COMPLIANCE WITH CITY OF RENTON STANDARDS HORIZONTAL NAD 1983/1991 CITY 0 F FIELDBOOK: ,.T WEATHERLY INN RENTON RENTON 4500 TALBOT RD S PAGE. RENTON, WA 98055 DRAWING NO: DATUM Planning/Building/Public Works Dept. GN-01 GENERAL NOTES AND LEGEND SHEET. 2 OF:51