Loading...
HomeMy WebLinkAboutS-335402M 0 Z 0 Z W tr LL 0 LLJ 0 J GENERAL UTILITY NOTES 1. ALL IMPROVEMENTS SHALL MEET LOCAL, STATE DOT AND A.P.W.A. STANDARD SPECIFICATIONS. 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THIS PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON SURVEY PREPARED BY PACE INC., DATED 10- 16 -06. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY, AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 3. CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND /OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES AND EXISTING IMPROVEMENTS WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS ON THE PLANS. 4. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF VESTIBULE, SLOPED PAVING, EXIT PORCHES, SIDEWALKS, RAMPS AND TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 5. REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE -IN OF ALL UTILITIES. 6. ALL FILL MATERIAL SHALL BE IN PLACE, AND COMPACTED BEFORE NSTALLATION OF PROPOSED UTILITIES. 7. CONTRACTOR SHALL NOTIFY THE U1ILITY AUTHORITIES INSPECTORS 72 HOURS BEFORE CONNECTING TO ANY EXISTING LINE. 8. MINIMUM WATER AND SANITARY SEWER TRENCH WIDTH SHALL BE 2 FEET. 9. ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE). 10. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATERLINES, SANITARY LINES, STORM LINES AND GAS LINE (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT LEAST 10 FEET ON BOTH SIDES OF CROSSING, THE WATERLINE SHALL BE MECHANICAL JOINTS WITH APPROPRIATE THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF 18" CLEARANCE, MEETING REQUIREMENTS OF ANSI A21.10 AND ANSI 21.11 (AWWA C -151) (CLASS 50). 11. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFlLLING. 12. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH THE SPECIFICATIONS OF THE LOCAL AUTHORITIES WITH REGARD TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. 13. ALL NECESSARY INSPECTIONS AND /OR CERTIFICATIONS REQUIRED BY CODES AND /OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICE. 14. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 15. CONTRACTOR IS TO PROVIDE TRENCHING, CONDUIT, AND BACKFILL FOR ALL UNDERGROUND POWER LINE AND VAULTS AS REQUIRED BY UTILITY PROVIDER. POWER LINES AND POLES TO BE INSTALLED BY UTILITY PROVIDER. SEE SITE ELECTRICAL PLAN FOR SITE LIGHTING AND FOR PRIMARY ELECTRIC SERVICE LOCATIONS. 16. GAS PIPING SHOWN FOR COORDINATION ONLY. INSTALLATION OF THE GAS MAIN AND METER TO BE ACCOMPLISHED BY UTILITY PROVIDER. Approved by. Approved by. Approved by. Approved by. SANITARY SEWER NOTES 1. ALL CONSTRUCTION /INSTALLATION OF SANITARY SEWER MAINS SHALL BE DONE IN A SAFE, NEAT AND PROFESSIONAL MANNER, AND UNDER SUPERVISION OF CITY FORCES AT ALL TIMES. ALL SAFETY REQUIREMENTS FROM OSHA AND OTHER STATE REGULATORY AGENCIES MUST BE MET. 2. THE MINIMUM SIZE FOR PUBLIC SEWER MAINS SHALL BE 8" DIAMETER. ALL SANITARY SEWER PIPING SHALL BE SCHEDULE D3034 PVC OR EQUAL. MINIMUM PIPE DIAMETER FOR PRIVATE LATERALS IS 4" AND OF SCHEDULE D3034 PVC OR EQUAL. ALL SANITARY SEWER LATERALS MUST BE PROPERLY MARKED AT ENDS. 3. CONNECTIONS INTO THE EXISTING SANITARY SEWER MAINS REQUIRE ISSUANCE OF PUBLIC WORKS PERMIT AND INSPECTION BY THE LOCAL JURISDICTION PRIOR TO BACKFlLLING. 4. ALL NEW SANITARY SEWER PIPES AND MANHOLES MUST BE THOROUGHLY CLEANED, INSPECTED AND PRESSURE /VACUUM TESTED AS REQUIRED BY UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION. ALL TESTS MUST BE WITNESSED AND PASSED BY THE UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION PRIOR TO PLACING INTO OPERATION. 5. THE CONTRACTOR SHALL PROVIDE TO THE UTILITY PROVIDER ANY GUARANTEE OR WARRANTY NORMALLY FURNISHED WITH THE PURCHASE OF ANY MATERIALS USED IN CONNECTION WITH THE PROJECT AT HAND. WATER NOTES 1. ALL CONSTRUCTION /INSTALLATION OF WATER MAINS SHALL BE DONE IN A SAFE, NEAT AND WORKMANLIKE MANNER, AND UNDER SUPERVISION BY UTILITY PROVIDER FORCES AT ALL TIMES. ALL SAFETY REQUIREMENTS FROM OSHA AND OTHER STATE REGULATING AGENCIES MUST BE MET. 2. WATER MAIN PIPE MATERIAL SHALL BE CLASS 52 DUCTILE IRON OR PVC PIPE MEETING LOCAL REQUIREMENTS. POLYETHYLENE WRAP IS REQUIRED ON ALL METALS. 3. 4. 5. 6. 7. 8. TELEPHONE NOTES 1. CONTRACTOR TO PROVIDE TRENCHING, BACKFILL, 2 - 4" PVC SCHEDULE 40 CONDUITS, AND PULLING WIRES FOR UNDERGROUND TELEPHONE SERVICE FROM EXISTING FACILITIES AS SHOWN ON PLANS. ALL CONDUITS MUST BE EQUIPPED WITH A MINIMUM 200 LB. TEST CALIBRATED PULL TAPE. CONTRACTOR TO COORDINATE INSTALLATION AND POINT OF CONNECTION WITH UTILITY PROVIDER. 2. LONG RADIUS SWEEPS FOR TELEPHONE CONDUIT ARE TO BE USED IN MAIN TRENCH SECTIONS AND STANDARD RADIUS SWEEPS (10 TIMES CONDUIT DIAMETER) MAY BE USED AT PEDESTAL LOCATIONS. THE ENDS OF ALL CONDUITS MUST BE SEALED TO KEEP WATER AND DEBRIS OUT PRIOR TO CABLE PLACEMENT. 3. IF STEEL OR IRON PIPE IS USED FOR TELEPHONE CONDUIT IS USED BETWEEN THE BUILDING AND PROPERTY LINE, THE PIPE MUST BE KEPT FREE OF CONTACT WITH ANY REINFORCING STEEL OR OTHER CONDUCTORS WITHIN THE BUILDING FOUNDATION WALL. 4. TELEPHONE CONDUITS PLACED IN THE SAME TRENCH WITH POWER SUPPLY CONDUCTORS /CONDUITS MUST BE SEPARATED BY A MINIMUM OF 12" OF . COMPACTED SOIL OR 3" OF SLURRY. 5. WATER /GAS PIPE, FLEX CONDUIT OR PLUMBING FITTINGS SHALL NOT BE USED. 6. TELEPHONE BACKBOARD SHALL BE 3/4" THICK, 48 "X48" FIRE RESISTANT PLYWOOD. MAINTAIN 6 " -8" CLEAR FROM FLOOR /CEILING, AND 36" CLEAR IN FRONT OF BACKBOARD. 7. PROVIDE #6 AWG SOILD CORE COPPER GROUND WIRE, BARE OR WITH GREEN INSULATION ONLY, FROM THE BACKBOARD LOCATION CONNECTED TO THE POWER COMPANY'S MULTI - NEUTRAL GROUND SOURCE. 8. CONSTRUCTION WORK ON TELEPHONE SUPPORTING STRUCTURE MUST BE COMPLETED AND INSPECTED A MINIMUM OF 30 DAYS PRIOR TO THE DATE THAT TELEPHONE SERVICE WILL BE REQUIRED. THIS INCLUDES ANY SERVICE REQUIRED TO AQUIRE A CERTIFICATE OF OCCUPANCY. 9. CONTACT QWEST AT 206.345.2968 AT LEAST 48 -HOURS IN ADVANCE TO SCHEDULE AN INSPECTION. 10. ALL INSIDE WIRING MUST MEET MINIMUM STANDARD OF 4 PAIR (8 " CONDUCTOR) #24 AWG COLOR CODED TWISTED PAIR COPPER WIRE AND EACH MUST BE IDENTIFIED BY UNIT# AT THE TELEPHONE BACKBOARD LOCATION. AN 18 -INCH MINIMUM SEPARATION IS REQUIRED ON SERVICE TAPS ON A MAIN LINE. CLASS 52 DUCTILE IRON MAY BE DIRECT TAPPED FOR 3/4 INCH AND 1 -INCH SIZE SERVICES. SADDLES SHALL BE USED ON ALL TAPS 1 -1/4" - 2" DIAMETER IN ANY PUBLIC MAIN. ALL ELBOWS /BENDS ON WATER MAINS SHALL HAVE THRUST BLOCKS. A DEPTH OF 48" FROM FINISHED GRADE TO THE TOP OF THE WATER MAIN IS REQUIRED. PLACING WATER LINES SHALLOWER THAN 48' IS PROHIBITED. ALL NEW PIPES MUST BE PROPERLY FLUSHED, PRESSURE TESTED, AND CHLORINATED BY THE CONTRACTOR, AND INSPECTED BY UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION. ALL BACKFLOW PREVENTION DEVICES (DOUBLE CHECK BACKFLOW PREVENTORS, REDUCED PRESSURE BACKFLOW PREVENTORS, PRESSURE AND ATMOSPHERIC VACUUM BREAKERS, ETC.) MUST BE APPROVED BY THE UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION. 9. ALL NEW CONNEC11ONS TO EXISTING WATER MAINS REQUIRE ISSUANCE OF A PUBLIC WORKS PERMIT AND INSPECTION BY THE CITY OR GOVERNMENTAL AGENCIES WITH JURISDICTION PRIOR TO BACKFlLLING 10. BACKFLOW PREVENTION DEVICES SHALL BE CONSTRUCTED OF CORROSION °GSISTANT MATERIALS FIBER OPTIC NOTES 1. THE CONDUIT SHALL BE 2" DIAMETER CARLON TYPE "DB" DIRECT BURIAL TELEPHONE DUCT OR 2" SCHEDULE 40 PVC. INSTALL GALVANIZED PULL WIRE OR PURPLE PROPYLPOLYETHYLENE ROPE WITH A MINIMUM PULLING TENSION OF 100 POUNDS. THE MINIMUM BURIAL DEPTH SHALL BE 24 ". INSTALL AN ORANGE DETECTABLE HAZARD TAPE WITH INTEGRAL "BURIED FIBER OPTIC CABLE" WORDING, 12" ABOVE THE CONDUIT. 2. ALL CHANGES IN DIRECTION OF THE CONDUIT WILL REQUIRE LONG FACTORY SWEEPS (NOT STANDARD SWEEPS) WITH RADIUS NOT LESS THAN 10 TIMES THE DIAMETER OF THE CONDUIT. NO MORE THAN TWO 90- DEGREE BENDS WILL BE ALLOWED BETWEEN PULLING POINTS, OR A TOTAL OF 180 DEGREES COMBINED IN SEVERAL BENDS. PULL BOXES SHALL BE LOCATED EVERY 450 FEET UNLESS THE COMBINED TOTAL OF BENDS REQUIRES ADDITIONAL BOXES. CONDUIT SHOULD ENTER AND EXIT THE PULL BOXES 180 DEGREES APART. 3. ALL PULL BOXES LOCATED IN PAVED AREAS SUBJECT TO TRUCK TRAFFIC SHALL BE "H -20" LOAD RATED. THE TYPICAL PULL BOX SIZE WILL BE 18" X 24" X 24 ". DEEPER BOXES MAY BE REQUIRED WHEN THE CONDUIT ALIGNMENT IS AFFECTED BY OTHER UTILITIES. THE PULL BOX SHALL BE INSTALLED PER THE MANUFACTURER'S SPECIFICATIONS WITH A CONCRETE COLLAR AND A MINIMUM OF 8" OF GRAVEL COMPACTED PER PROJECT SPECIFICATIONS. 4. IF USING A PULL BOX TO CHANGE DIRECTION, THE MINIMUM BOX SIZE SHALL BE 48" X 48" X 24" PRE -CAST CONCRETE WITH SEPARATE MANHOLE LID AND COLLAR. 5. A PULL BOX SHALL BE LOCATED AS CLOSE TO THE BUILDING AS POSSIBLE, WITH A SWEEP MAKING THE VERTICAL BEND INTO THE STORE. 6. THE CONDUIT SHALL BE TERMINATED WITH A PULL BOX AT THE EDGE OF THE STATION LEASE AREA AS DESIGNATED ON THE STATION PLANS OR BY THE SPECIAL PROJECTS MANAGER. J II y o b 1 A s �N 8 1 w 4 5 y0 1 11.,1:,01. FAwk fflks A Ado RyC38B2E��0R 11235 SE 6th Street T T (425) 453 -9501 � Suited20 F F (425) 453 -8208 12/15 O6 " 1 Bellevue, Washington 98004 w www.PAcLAND.COM - -ES 6/1 - - -- - FINAL ADDENDUM "" " CITY OF RENTON i BID ADDENDUM 1 12/01/0 6,� AS NOTED " "' �; � � CITY OF LOW:E S OF RENTON oTB 11/28/06 " SN ru GARDEN AVENUE NORTH - Date - - - -_ � RENTON N TO N " - - -- PERMIT RESUBMITTAL 11/03/06 " NJS "„ RENTON, WASHINGTON LOWE�,1 Date__ - -_ DATUM d • �+ ZZ ONE Planning /Building /Public Works Dept. C -J. - - - -- LOWE'S 90% SUBMITTAL 8/29/06 "` = "E °MsN �' Date -___ 4 2 _ Date NO. REVISION BY DATE AP PR °a MSN � "" ""° UTILITY PLAN NOTES • 5 -535 4 o L Cscw) 5 Udolcsl o Ff Mo I o Ro a F R �.