The URL can be used to link to this page

Home My WebLink AboutWTR2703488.2GENERAL CONSTRUCTION NOTES ADDRESSES OWNER: CITY OF RENTON: 1055 S. GRADY WAY RENTON, WA 98057 ENGINEER: RH2 ENGINEERING: 12100 NE 195TH ST, SUITE 100, BOTHELL, WA 98011 WEST HILL RESERVOIR SITE: 12603 82ND AVE S, RENTON, WA 98059 GENERAL CONSTRUCTION 1, CONSTRUCTION STANDARDS ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION SHALL CONFORM TO THE CONSTRUCTION DRAWINGS, TECHNICAL SPECIFICATIONS, 2006 INTERNATIONAL BUILDING CODE, THE AWWA D100-05 STANDARD FOR WELDED STEEL TANKS FOR WATER STORAGE, THE RENTON MUNICIPAL CODE AND THE CITY OF RENTON STANDARD PLANS AND SPECIFICATIONS. 2. PRE -CONSTRUCTION CONFERENCE A PRE -CONSTRUCTION CONFERENCE .AND TWENTY-FOUR HOUR NOTICE WILL BE REQUIRED PRIOR TO STARTING CONSTRUCTION, SEE SPECIFICATIONS FOR ADDITIONAL NOTICE REQUIREMENTS. 3. CONSTRUCTION SAFETY THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK, 4. DAILY CLEANUP THE CONTRACTOR SHALL CLEANUP ALL AREAS AFFECTED BY CONSTRUCTION ACTIVITIES ON A DAILY BASIS TO THE SATISFACTION OF THE OWNER. THIS INCLUDES REMOVAL OF ALL DUST, MUD, ROCKS, ASPHALT DEBRIS, AND REFUSE FROM STREETS, SIDEWALKS, DRIVEWAYS, AND ANY OTHER AREAS AFFECTED BY THE CONSTRUCTION ACTIVITIES. FAILURE TO CLEANUP TO THE SATISFACTION OF THE OWNER WALL NECESSITATE A SHUTDOWN OF THE PROJECT UNTIL CLEANUP IS PROPERLY PERFORMED. 5, EXISTING STRUCTURES AND UTILITIES A. ALL UTILITIES: THE LOCATIONS OF EXISTING UTILITIES SHOWN ON THESE CONSTRUCTION DRAWINGS ARE APPROXIMATE. THE SOURCE OF INFORMATION GENERALLY CONSISTS OF CONSTRUCTION RECORDS, UTILITY LOCATES, AND OTHER DATA OBTAINED VERBALLY FROM OFFICIALS ASSOCIATED WITH THE PARTICULAR UTILITY. OWNER AND ENGINEER DO NOT GUARANTEE NOR ASSUME RESPONSIBILITY FOR THE ACCURACY OF THIS INFORMATION. IT IS UNDERSTOOD THAT OTHER ABOVE GROUND AND UNDERGROUND FACILITIES NOT SHOWN ON THE DRAWINGS MAY BE ENCOUNTERED DURING THE COURSE OF THE WORK. THE CONTRACTOR SHALL VERIFY THE TRUE AND CORRECT LOCATION OF EXISTING UTILITIES TO AVOID DAMAGE OR DISTURBANCE. B. UTILITY CONFLICTS: THE CONTRACTOR SHALL CONTACT A ONE -CALL UTILITY LOCATE SERVICE PRIOR TO AND DURING CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER AND THE UTILITY COMPANY WHEN A CONFUCT OCCURS OR WHEN A CONFLICT IS ANTICIPATED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING OR REPAIRING ANY UTILITIES DAMAGED DURING CONSTRUCTION. 6. PERMS A COPY OF APPROVED PLANS MUST BE ON -SITE WHENEVER CONSTRUCTION IS IN PROGRESS. THE OWNER WILL OBTAIN THE BUILDING PERMIT. THE CONTRACTOR MUST OBTAIN ALL OTHER APPLICABLE PERMITS. THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH THE PROVISIONS OF ALL PERMITS. 7. INSPECTION THE CONTRACTOR SHALL OBTAIN ALL BUILDING DEPARTMENT INSPECTIONS DURING CONSTRUCTION. COORDINATE SCHEDULING AND INSPECTIONS WITH OWNER. 9. EMERGENCY ACCESS CONTRACTOR SHALL PROVIDE FOR EMERGENCY VEHICLE ACCESS TO ALL STREETS WITHIN AND ADJACENT TO THE CONSTRUCTION SITE. CONTRACTOR SHALL PROVIDE 48-HOUR NOTICE TO EMERGENCY DEPARTMENTS WHICH MAY BE AFFECTED BY ACTIONS OF THE CONTRACTOR. 10. CONSTRUCTION STAGING AREA CONSTRUCTION OF THIS PROJECT SHALL BE CONFINED TO THE CONSTRUCTION LIMITS SHOWN ON PLANS. IF THESE AREAS ARE INADEQUATE FOR CONSTRUCTION STAGING, THE CONTRACTOR SHALL COORDINATE WITH THE OWNER TO OUTLINE A NEW CONSTRUCTION STAGING AREA, THE CONTRACTOR IS RESPONSIBLE FOR ARRANGEMENT OF THEIR OWN OFFSITE CONSTRUCTION STAGING AREA IF SHOWN AREAS ARE INADEQUATE. PROJECT INFORMATION LOT AREA .............................................. 1.81 ACRES RESERVOIR VOLUME ............................... 1.4 MG RESERVOIR DIAMETER ............................ 48 FT SHELL HEIGHT ........................................ 95-10" DESIGN STANDARD ................................ AWWA D100-05 FOR WELDED STEEL TANKS IMPORTANCE FACTOR (1)......................... 1.5 DESIGN WIND SPEED .............................. 100 MPH ID PLAN REFERENCE BUBBLE - REFERS READER BACK TO THE PLAN FROM WHICH THE DETAIL OR SECTION ORIGINATED. DETAIL/SECTION REFERENCE BUBBLE - REFERS ID READER TO THE DRAWING ON WHICH THE DETAIL OR SECTION IS LOCATED. WHERE, ID = SECTION/DETAIL REFERENCE NUMBER X## = DRAWING NUMBER ON WHICH DETAIL ORIGINATED OR RESIDES, SECTION/DETAIL REFERENCE NUMBER CONVENTIONS: ALL SECTIONS OR ELEVATIONS HAVE A LETTER REFERENCE NUMBER I (A THROUGH ZZ). ALL DETAILS HAVE AN ALPHANUMERIC REFERENCE NUMBER (A-L OR 1-1799). ST ROCKERY WALL CHAINLINK CONSTRUCTIO DRAWING NUMBERS DRAWING NUMBERS HAVE BEEN ASSIGNED TO EACH SHEET; DRAWING NUMBERS INCLUDE INFORMATION REFLECTING THE DISCIPLINE MAINLY REFERENCED ON THE SHEET. DRAWING NUMBERS ARE NOT EXCLUSIVE OF OTHER DISCIPLINES; THEREFORE, SHEETS MAY ALSO INCLUDE INFORMATION REGARDING OTHER DISCIPLINES THAN THAT INDICATED BY THE DRAWING NUMBER. THE FORMAT OF THE DRAWING NUMBER IS AS FOLLOWS: DXX, WERE: D = DISCIPLINE CODE (G, C, S, M, E) XX = NUMBER G=GENERAL C=CIVIL S=STRUCTURAL M=MECHANICAL E=ELECTRICAL DWG N0. w'- ^i DWG N0. DWG NO. DWG °,' GXX CXX SXX MXX EXX i ABBREVIATIONS GENERAL. STRUCTURAL: BE BOTTOM ELEVATION CL CENTERLINE DIA DIAMETER CLR CLEAR EL ELEVATION EA EACH ELEV ELEVATION EW EACH WAY EX EXISTING HORZ HORIZONTAL HORIZ HORIZONTAL NOM NOMINAL IE INVERT ELEVATION O.C. ON CENTER MH MANHOLE PL PLATE PROP PROPOSED SST STAINLESS STEEL SIM SIMILAR T&B TOP AND BOTTOM TYP TYPICAL TOF TOP OF FLOOR UNO UNLESS NOTED OTHERWISE TOW TOP OF WALL VERT VERTICAL EXISTING SITE PLAN 1 " = 200 REVISED TO CONFORM TO CONSTRUCTION RECORDS A�d )Ka� 0312211 R112 ENGINEERING I C. DATE o W =348802 LEGEND FENCE/CONSTRUCTION LIMITS BURIED POWER BURIED TELEMETRY STORM PIPE RESERVOIR PIPING IRRIGATION PIPING DRAIN PIPING TELEPHONE SIGNED.- 04129110 It Po uq lJ f' f