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Home My WebLink AboutW-419902i 0 U I 0 0 0 U CD U I C7 D" I m cn Q / m Q N 0 / 0 0 w I N 0 CD / 0 0 Q U I 0 V) 0 CD 0 rl- oCD CD CD N Z cn 6n C W o / o >_ CN > Ln o� o CD o 0, CD CN N m Q X / Q mX N N I Of Of o m �Q X I/ �b3 N p c O jy U � o X DocuSign Envelope ID: 9D9BODA8-0385-4664-AE66-57BFF1561 D7F ALL PAVEMENT MARKINGS SHALL CONFORM TO THE FOLLOWING WSDOT STD. PLANS, EXCEPT CROSSWALK MARKINGS AND STOP BARS SHALL BE PER CITY OF RENTON STD. PLANS 127 AND 128. WSDOT STD. PLANS NOT INCLUDED BELOW SHALL REQUIRE APPROVAL FROM CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. M-3.10-04 LEFT TURN CHANNELIZATION M-3.20-03 LEFT -TURN CHANNELIZATION REDUCED TAPERS M-3.30-04 LEFT -TURN CHANNELIZATION TEE INTERSECTION AND BACK-TO-BACK TURN LANES M-3.40-04 TWO-WAY LEFT -TURN AND MEDIAN CHANNELIZATION M-3.50-03 DOUBLE LEFT TURN CHANNELIZATION M-5.10-03 RIGHT TURN CHANNELIZATION M-9.50-02 BICYCLE LANE SYMBOL LAYOUT M-9.60-00 SHARED - USE PATH MARKINGS M-11.10-03 RAILROAD CROSSING LAYOUT M-12.10-02 ROUNDABOUT PAVEMENT MARKINGS M-20.10-03 LONGITUDINAL MARKING PATTERNS M-20.30-04 LONGITUDINAL MARKING SUPPLEMENT WITH RAISED PAVEMENT MARKERS M-20.20-02 PROFILED AND EMBOSSED PLASTIC LINES M-24.20-02 SYMBOL MARKINGS - TRAFFIC ARROWS FOR HIGH-SPEED ROADWAYS M-24.40-02 SYMBOL MARKINGS - TRAFFIC ARROWS FOR LOW -SPEED ROADWAYS M-24.60-04 SYMBOL MARKINGS MISCELLANEOUS LONGITUDINAL PAVEMENT MARKINGS SHALL CONSIST OF PROFILED AND EMBOSSED METHYL METHACRYLATE (MMA), OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. SUPPLEMENTAL TYPE 2 RAISED PAVEMENT MARKERS WITH REFLECTORS SHALL BE REQUIRED ON ROADWAYS WITH SPEED LIMITS OF 30 MPH OR HIGHER, OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. SUPPLEMENTAL TYPE 2 RAISED PAVEMENT MARKERS WITH REFLECTORS SHALL BE REQUIRED ON ROADWAYS WITH SPEED LIMITS OF 25 MPH OR LOWER, WHERE MINIMUM REQUIRED LIGHTING LEVELS ARE NOT MET AND/OR WHERE CITY OWNED STREET LIGHTS DO NOT EXIST, OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. PAVEMENT LETTERS, AND RED/GREEN PAVEMENT BACKGROUNDS SHALL CONSIST OF METHYL METHACRYLATE (MMA), OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. PAVEMENT SYMBOLS, CROSSWALK MARKINGS, AND STOP BARS SHALL CONSIST OF THERMOPLASTIC, OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. THERMOPLASTIC SHALL CONTAIN 3M 50/50 WET/DRY ELEMENTS, OR APPROVED EQUAL. IF INSTALLED ON CONCRETE, PAVEMENT SYMBOLS, CROSSWALK MARKINGS, AND STOP BARS SHALL BE 3M STAMARK ALL WEATHER TAPE 380AW SERIES, OR APPROVED EQUAL. LONGITUDINAL PAVEMENT MARKINGS CONSISTING OF PAINT SHALL BE USED FOR MAINTENANCE PURPOSES, OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. LONGITUDINAL PAVEMENT MARKINGS WHERE ALL MARKINGS ARE TO CONSIST OF RAISED PAVEMENT MARKERS SHALL REQUIRE APPROVAL FROM CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. IF APPROVED, LONGITUDINAL LANE MARKINGS SHALL FOLLOW WSDOT STD. PLAN M-20.50-02 LONGITUDINAL MARKING SUBSTITUTION W/RAISED PAVEMENT MARKERS. PAVEMENT SURFACE AND AIR TEMPERATURE AT THE TIME OF PAVEMENT MARKING APPLICATION SHALL NOT BE LESS THAN 500 F. Y o PAVEMENT MARKING NOTES STD. PLAN- 109 PUBLIC WORKS A�?s�?�OVED: DEPARTMENT Martin Pastucha 7/27/2022 FN� DATE RECORD DRAWINGS THESE AS -BUILT DOCUMENTS HAVE BEEN PREPARED FROM THE CONTRACTOR'S REDLINED MARK-UPS OF THE CONSTRUCTION DOCUMENTS. THE ENGINEER REVIEWING THESE RECORD DRAWINGS HAS NOT WITNESSED ALL THE ELEMENTS OF CONSTRUCTION AND IS NOT RESPONSIBLE FOR ERRORS OR OMISSIONS IN DATA OR CERTIFY THE ACCURACY OF THE INFORMATION PROVIDED BY THE CONTRACTOR'S AS -BUILT REDLINES. NO. GENERAL NOTES WATER UTILITY NOTES EROSION AND SEDIMENT CONTROL NOTES 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A 1. ALL WORK SHALL CONFORM TO THE LATEST CITY OF RENTON UTILITY 1. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS PRECONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON ENGINEERING STANDARDS. SOME STANDARD DETAIL DRAWINGS MAY HAVE PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED IN THE FIELD AND ENGINEER. A MINIMUM OF FIVE (5) WORKING DAYS NOTICE IS REQUIRED MODIFIED FOR THE PROJECT. THE CONTRACTOR SHALL REFER TO THE DETAIL OBSERVED DURING CONSTRUCTION. FOR SCHEDULING. REFER TO SP 1-08.0(1). DRAWINGS INCLUDED IN THE CONTRACT DOCUMENTS AND/OR AS SHOWN ON THE PLANS. 2. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE 2. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY ENGINEERING 2. ALL WATERMAIN PIPE SHALL BE DOUBLE THICKNESS CEMENT LINED DUCTILE IRON CONSTRUCTION TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER STANDARDS AND THE 2022 EDITION OF THE ROAD, BRIDGE AND PIPE CONFORMING TO AWWA C151 LATEST REVISION, THICKNESS CLASS 52 THE NATURAL DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT FACILITIES MUNICIPAL CONSTRUCTION PREPARED BY WSDOT/APWA STANDARDS AND UNLESS SPECIFIED OTHERWISE ON THE PLANS. DOUBLE THICK CEMENT MORTAR SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE THE RENTON STANDARD PLANS, SPECIFICATIONS AND SPECIAL PROVISIONS. REVISION. PIPE JOINTS TO BE PUSH -ON UNLESS SPECIFIED OTHERWISE IN THE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES CONTRACT PLANS. REFER TO SP 9-30.1(1). AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE DURING CONSTRUCTION. THE RESPONSIBILITY OF THE CONTRACTOR. 3. ALL DUCTILE IRON PIPE, FITTINGS AND VALVES SHALL BE POLYETHYLENE 3. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL WRAPPED PER ANSI/AWWA C105/A21.5-93 STANDARDS. 3. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO DATUM 1988 (NAVD 88), AND FOR HORIZONTAL CONTROL SHALL BE CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY NORTH AMERICAN DATUM 1983/1991 (NAD 83/91) UNLESS OTHERWISE 4. ALL DUCTILE IRON FITTINGS AND VALVES WITH MECHANICAL JOINT END(S) SHALL MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. HAVE WEDGE -TYPE RETAINER GLANDS EQUAL TO MEGALUG SERIES 1100 AND ON -SITE EROSION HAS PASSED. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. ALL FITTINGS SHALL ALSO HAVE CONCRETE THRUST BLOCKS PER STANDARD REFER TO SP 1-11. DETAILS UNLESS SPECIFIED OTHERWISE. 4. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THESE DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT 5. RESTRAINED -JOINT DUCTILE IRON PIPE WHEN SPECIFIED ON THE CONTRACT ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND PLANS SHALL HAVE A POSITIVE METAL TO METAL CONTACT LOCKING SYSTEM UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE CONTRACTOR SHALL CORRECT LOCATION AND ELEVATION SO AS TO AVOID DAMAGE OR WITHOUT THE USE OF GRIPPING TEETH. THE JOINT RESTRAINT SYSTEM FOR ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES DISTURBANCE. FOR UTILITY LOCATES CALL 811 OR 1-800-424-5555. THE PIPE SHALL BE BOLTLESS. GASKETS FOR PUSH -ON JOINT PIPE WITH WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE 72-HOUR BEFORE CONSTRUCTION. REFER TO SP 1-07.17. INTEGRALLY MOLDED STEEL OR METAL TEETH OR LOCKING SEGMENTS SHALL NOT PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE BE ALLOWED AS SUBSTITUTES FOR RESTRAINED -JOINT PIPES. REFER TO SP OBLIGATION AND RESPONSIBILITY OF THE CONTRACTOR TO ADDRESS ANY NEW 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL 9-30.2(6) FOR RESTRAINED JOINT PIPE AND FITTINGS. CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE NECESSARY PERMITS AND LICENSES PRIOR TO STARTING CONSTRUCTION. ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY REFER TO SP 1-07.6 6. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL, BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF LATEST REVISION. WHEN A FIRE HYDRANT IS NOT IN SERVICE, A BLACK THE RECEIVING DRAINAGE SYSTEM. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE GARBAGE BAG SHALL COVER THE ENTIRE HYDRANT. THE RENTON REGIONAL SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND FIRE AUTHORITY SHAL BE NOTIFIED 24 HOURS BEFORE A HYDRANT IS TAKEN 5. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH APRIL 30TH, ALL ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OUT SERVICE. PROJECT DISTURBED SOIL AREAS GREATER THAN 5,000 SQUARE FEET, THAT OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE ARE TO BE LEFT UN -WORKED FOR MORE THAN 12 HOURS, SHALL BE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY WORK WITHIN 7. ALL WATERMAINS 10 INCH DIAMETER AND SMALLER TO MAINTAIN A MINIMUM COVERED BY MULCH, SODDING OR PLASTIC COVERING. THE TRAVELED RIGHT OF WAY THAT MAY INTERRUPT NORMAL TRAFFIC COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATERMAIN 12 INCH DIAMETER FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. 6. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS WHERE UTILITY CONFLICTS OCCUR, WATERMAINS ARE TO BE LOWERED OR RAISED FURTHER WORK IS ANTICIPATED FOR A PERIOD 30 DAYS OR MORE, ALL OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL BY PIPE JOINT DEFLECTION OR BY VERTICAL BENDS AS DIRECTED BY THE DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS SHALL APPLY. REFER TO SP 1-07.23 AND SP 1-10. ENGINEER TO CLEAR THE UTILITY CONFLICT. REFER TO SP 7-09.3(5). PLANTING OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY 7. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8. ALL CONNECTIONS TO EXISTING MAINS SHALL BE ACCOMPLISHED BY THE CITY OF DURING THE MONTHS OF APRIL THROUGH SEPTEMBER, INCLUSIVE. SEEDING 7:00 AM TO 5:00 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN RENTON WATER MAINTENANCE PERSONEL, EXCEPT WET TAPS, WHICH MAY BE MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE WRITING BY THE PUBLIC WORKS DEPARTMENT. THE POLICE DEPARTMENT, MADE BY WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE PUBLIC CONTRACTOR, BUT MUST BE AUGMENTED WITH MULCHING, NETTING OR OTHER FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED TWENTY-FOUR (24) WORKS DEPARTMENT. ALL NECESSARY EXCAVATION AND MATERIALS ARE TO BE TREATMENT APPROVED BY THE CITY OF RENTON, OUTSIDE THE SPECIFIED HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY. REFER TO SP SUPPLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR TO CITY NOTIFICATIONS. TIME PERIOD. 1-08.0(2). REFER TO SP 7-09.3(19)A. 7. FOR ALL EROSION/SEDIMENTATION CONTROL PONDS WHERE THE DEAD 8. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT 9. CONTRACTOR TO PROVIDE END CAPS, PLUGS, TEMPORARY BLOW -OFF STORAGE DEPTH EXCEEDS 6 INCHES, A FENCE IS REQUIRED WITH A MINIMUM U) THE PRE -CONSTRUCTION CONFERENCE. REFER TO SP 1-10. ASSEMBLIES AND TEMPORARY CONCRETE THRUST BLOCKS, FOR TESTING AND HEIGHT OF THREE (3) FEET, 3:1 SIDE SLOPES. I— PURITY ACCEPTANCE PRIOR TO FINAL TIE-INS TO EXISTING WATER SYSTEM. z 9. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY REFER TO SP 7-09.3(23). 8. THE CONTRACTOR SHALL SUBMIT A CONSTRUCTION STORMWATER POLLUTION LU OF RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY PREVENTION (CSWPP) PLAN PRIOR TO CONSTRUCTION ACTIVITIES START. THE W DEVELOPMENT SERVICES TWENTY-FOUR (24) HOURS IN ADVANCE OF 10. ALL WATERMAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH CSWPP SHALL INCLUDE EROSION AND SEDIMENT CONTROL (ESC) LAND TO LU BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE PIPE CLEANING `PIGS" PRIOR TO DISINFECTION. THE `POLY PIGS" SHALL BE ADDRESS EROSION AND SEDIMENT CONTROL REQUIREMENTS AND THE O ENGINEERS, SHALL KEEP AS -BUILT DRAWINGS. REFER TO SS 1-05.6 AND GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL, 2 LB/CU. FT. STO R POLLUTION PREVENTION AND SPILL CONTROL PLAN TO ADD � SP 1-05.4(4). DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR EFFECCTIVETIVE MANAGEMENT OF ONSITE ACTIVITIES AND MATERIALS. 0- OF `PIG" ONLY. "PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR 5. ` SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION. 10. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A z MINIMUM DEPTH OF TWO (2) INCHES. OIL MAT STREETS MAY BE SPADE REFER TO SP 7-09.3(24)A. Q CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY SHALL BE SAWCUT PRIOR TO REMOVAL AND REPLACEMENT 11. ALL WATERMAINS, HYDRANTS, AND WATER SERVICES SHALL BE PRESSURE OR REMOVED TO AN EXISTING EXPANSION JOINT. TESTED TO A MINIMUM OF 225 PSI OR 150 PSI OVER OPERATING PRESSURE AT LU HIGHEST POINT, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF LU 11. A TEMPORARY HOT MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE Q OF INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY PLACED, TO CITY OF RENTON POLICY, WITHIN TEN (10) DAYS. CALL FOR OF RENTON. THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. REFER TO THE NUMBER OF GALLONS PER HOUR AS LISTED IN CITY OF RENTON SP LU SP 5-06. 7-09.3(23). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI DURING THE 2 ~ HOUR TEST PERIOD. REFER TO SP 7-09.3(23). LL 12. ALL WATERMAINS AND WATER SERVICES SHALL BE DISINFECTED BY THE LL. INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE/WATER SOLUTION. O DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. c/) CHLORINE SHALL BE METERED/INJECTED IN ACCORDANCE WITH SECTION Lij z 7-09.3(24) OF THE SPECIAL PROVISIONS REFERENCED ABOVE. REFER TO SP S J. Q 7-09.3(24). ��' aF w�S1q)ff 0 Nj��r � Q • Call 81 1601 5th Avenue, Suite 1600 w ® two business days ��`rs10NAL Seattle, WA 98101 0 AS -BUILT 04199 W-419902 before you dig www.2.ff. z 10/16/2023 www.kpff.com AS -BUILT 10 10 23 RVEYED: SCALE: AS SHOWN "°R' N D 19%1991 CITY O F CITY OF RENTON 1 1/15/2022 DESIGNED: BG C;%R RENTON SUNSET GARDENS FlEL��oK Z AM DRAWN: RENTON OFF -SITE WATER MAIN IMPROVEMENTS DRAWING NO. O DC, JYL ONE INCH DATUM N41W (- CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. Colo z CB IF NOi ONE INCH REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY STANDARD NOTES SHEET: 02T 4LU