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Home My WebLink AboutR-41160111Cn (Y Li R- iY a Q Li U rpk N GENERALNOTES 1. ALL WORK WITHIN THE PUBLIC RIGHT OF WAY SHALL CONFORM TO THE CITY OF RENTON STANDARD DETAILS AND 2020 VERSION OF THE STATE OF WASHINGTON DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTIOW. 2. A COPY OF THE APPROVED PLAN MUST BE ON SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 3. ALL PERMITS REQUIRED FOR WORK WITHIN THE PUBLIC RIGHT OF WAY MUST BE OBTAINED PRIOR TO THE START OF CONSTRUCTION. 4. ALL DAMAGE TO CITY INFRASTRUCTURE CAUSED BY THE CONSTRUCTION SHALL BE IMMEDIATELY REPORTED AND REPAIRED AS REQUIRED BY THE CITY OF RENTON. 5. SURVEYING AND STAKING OF ALL IMPROVEMENTS IN THE PUBLIC RIGHT OF WAY SHALL BE COMPLETED PRIOR TO CONSTRUCTION. 6. THE GENERAL CONTRACTOR OF RECORD SHALL BE RESPONSIBLE FOR REFERENCING AND REPLACING ALL MONUMENTS THAT MAY BE DISTURBED, DESTROYED OR REMOVED BY THE PROJECT AND SHALL FILE AN APPLICATION FOR PERMIT TO REMOVE OR DESTROY A SURVEY MONUMENT WITH THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, PURSUANT TO RCW 58.24.040(8), 7. THE GENERAL CONTRACTOR OF RECORD SHALL NOTIFY THE CITY OF RENTON AT LEAST TWENTY-FOUR (24) HOURS IN ADVANCE OF ALL WATER SERVICE INTERRUPTIONS, HYDRANT SHUTOFFS, AND STREET CLOSURES OR OTHER ACCESS BLOCKAGE. 8. THE GENERAL CONTRACTOR OF RECORD SHALL LOCATE AND PROTECT ALL CASTINGS AND UTILITIES DURING CONSTRUCTION. 9. IT IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR OF RECORD TO VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. 10. THE GENERAL CONTRACTOR OF RECORD SHALL ADJUST ALL EXISTING MANHOLE RIMS, DRAINAGE STRUCTURE LIDS, VALVE BOXES, AND UTILITY ACCESS STRUCTURES TO FINISH GRADE WITHIN AREAS AFFECTED BY THE PROPOSED IMPROVEMENTS. 11. INSPECTION AND ACCEPTANCE OF ALL WORK IN THE PUBLIC RIGHT-OF-WAY SHALL BE DONE BY REPRESENTATIVES OF THE CITY OF RENTON. IT SHALL BE THE GENERAL CONTRACTOR OF RECORD'S RESPONSIBILITY TO COORDINATE AND SCHEDULE APPROPRIATE INSPECTIONS ALLOWING FOR PROPER ADVANCE NOTICE. THE CITY OF RENTON INSPECTOR MAY REQUIRE REMOVAL AND RECONSTRUCTION OF ANY ITEMS PLACED IN THE RIGHT OF WAY THAT DO NOT MEET CITY STANDARDS OR THAT WERE CONSTRUCTED WITHOUT APPROPRIATE INSPECTIONS. 12, ALL TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE STATE OF WASHINGTON MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND APPROVED BY THE CITY OF RENTON FOR IN -STREET WORK. AN APPROVED TRAFFIC CONTROL PLAN WILL BE REQUIRED FOR ALL STREETS PRIOR TO BEGINNING CONSTRUCTION. FIL HLENGINEERING P.O. Box 81211 Seattle, WA 98108 patrick@hl.engineedng (858)581-0754 A RAw. �O 48fi01 •$ Fcrs-rva� /oNAL6 DocuSign Envelope In 6030SAIA-204P48E8-BB23-8A2834BB565E ABBREVIATIONS GENERAL NOTES: 1.. ALL TRANSPORTATION INFRASTRUCTURE FEATURES ARE TO BE MAINTAINED ON LEVEL GRADE iF AC Asphalt Concrete LARCH Landscape Architect THE SURFACE LEVEL FROM CONSTRUCTION IS CHANGED (I. E. JUNCTION BOXES, LUMINAIRE ARCH Architectural LB Pound POLES, TRAFFIC SIGNAL POLES, SIGN POSTS). ASPH Asphalt LF Linear Feet AVE Avenue LP Low Point 2. ALL OTHER TRANSPORTATION INFRASTRUCTURE SHALL BE PROVIDED TO BE ON LEVEL GRADE BLDG Building LT Left ONCE CONSTRUCTION IS COMPLETE. BM Benchmark MAX Maximum 3. ALL EXISTING OR PROPOSED TRANSPORTATION FEATURES WITHIN THE PROJECT CONSTRUCTION BOT Bottom MECH Mechanical BW Bottom of Wall MH Manhole LIMITS SHALT, NtEE,T COFENT ABA TMIAARA (I_E, JUNCTIQB flQXES S}1ALL HAVE NQN;=S4(IQ MIN Minimum .LIDS). CB Catch Basin MISC Miscellaneous DIP Cast -In -Place 4. ALL NEW TRAFFIC SIGNALSSHALL BE CONSTRUCTED WITH 'FIBER COMMUNICATION OONNECTTON CIL Centedine N North TO CITY OF RENTON TRANSPORTATION FIBER OPTIC NETWORK. CUR Clearance NO Number CO Cleanout 5. ALL TRANSPORTATION ASSETS THAT ARE TO BE REMOVED AND THEN REINSTALLED AT A LATER CONIC Concrete PC Point of Curvature DATE DURING CONSTRUCTION SHALL BE RE —INSTALLED TO CURRENT STANDARDS. COND Conduit PERF Perforated CONN Connect or Connection PIL Property Line 6. SIGNAL POLE, LUMINAIRE, AND CABINET FOUNDATIONS SHALL BE CLASS 4000P CONCRETE. CONT Continuous, Continuation PROP Property COORD Coordinate PSE Puget Sound Energy 7. ALL PROPOSED SIGNAL POLE FOUNDATIONS AND EXISTING MODIFIED SIGNAL POLE FOUNDATIONS C.O.R. City of Renton PT Point of Tangency SHALL INCLUDE A CONCRETE PAD AROUND THE FOUNDATION. PROPOSED OR EXISTING SIDEWALK CTL Centuryl-ink PVC Polyvinyl Chloride SHALL BE CONSIDERED PART OF THE FOUNDATION PAD. FOUNDATION PAD SHALL- BE AS LEAST CTR Center PVMT Pavement 2 FEET OFFSET FROM THE SIGNAL POLE FOUNDATION, AS SPACE ALLOWS. OF Cubic Feet R Radius 8, WHEN THE TRAFFIC SIGNAL IS OPERATIONAL, VEHICLE DETECTION SHALL BE MAINTAINED AND DEMO Demolition REINF Reinforcing REMAIN FUNCTIONAL. NEW PERMANENT/TEMPORARY VIDEO DETECTION SHALL BE INSTALLED DEPT Department RT Right AND OPERATIONAL PRIOR TO DESTROYING ANY EXISTING VEHICLE DETECTION. DI Ductile Iron RAW Right of Way DIA Diameter 9. ALL TRAFFIC SIGNAL SYSTEMS, ILLUMINATION SYSTEMS, OR OTHER ELECTRICAL TRANSPORTATION DIP Ductile Iron Pipe S South SYSTEMS ARE SUBJECT TO INSPECTION BY CITY OF RENTON TRANSPORTATION OPERATIONS DW Domestic Water SO Storm Gain MAINTENANCE DEPARTMENT PRIOR TO FINAL ACCEPTANCE. CONTRACTOR TO COORDINATE DWG Drawing SDMH Storm Gain Manhole INSPECTION WITH THE TRANSPORTATION OPERATIONS MAINTENANCE MANAGER OR OTHER SF Square Feet TRANSPORTATION OPERATIONS MAINTENANCE REPRESENTATIVE. E East BHT Sheet EA Each SIM Similar 10. PHENOLIC ADDESS LABEL PLATE IN 2" HIGH BLACK NUMBERS ONLY ON WHITE BACKGROUND EJ Expansion Joint SSMH Sanitary Sewer Manhole NEEDS TO BE ADDED TO FRONT OF CABINET FACING STREET WITH ADHESIVE. ELEC Electrical ST Street EX or EXIST Existing STD Standard FD Footing Brain T Tangent FF Finished Floor TC Top of Curb FG Finished Grade TELECOM Telecommunications FT Foot or Feet TYP Typical FTG Footing TESC Temporary Erosion and FW Fire Water Sedimentation Control TRANE SPORTATION NOTS STD. PLAN — 135 TW Top of Wall PUBLIC WORKS \ ROVED. `GAZ G Natural Gas, Finished Grade, 17� DEPARTMENT 3/13/2019 14:1 or Finished Gutter Elevation V Vertical VC Vertical Curve HYD Fire Hydrant VERT Vertical IE Invert Elevation W West, or Water INV Invert JT Joint AS —NOTED X0fl6pR"'O'aeii,as, pAH aB R i XTMZLE DATUM N0. REVISION BY DATE APPR ^°^n^^^' �'IX01°'NMY CITY OF RENTON Plonning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING O jchavez 08/28/2020 CITC HEADQUARTERS '"E202a1ar1 300 BRONSON WAY N, RENTON WA 98057pE' GENERAL NOTES -1.02 2 OF 58