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y N Well M C) O l 11 z LU 5 LU U Q J 11 LU J_ F— D J J_ 2 z O z LU l el` CITY OF RENTON RENTON HILL UTILITY REPLACEMENT PROJECT � JULY, 2017 10. Know what's below. Call before you RE ONE -CALL XISTING REFERENCE ONLY ACONTHRACTOROR SHALL FIELD 1-800-424-5555 UTILITIES A MINIMUM ALL 72 OU S PRIOR TO CONSTRUCTION. VICINITY MAP N NO SCALE CHECKED FOR COMPLIANCE WITH CITY STANDARDS Date:_ — — Date:_ — — Date: Date: SANITARY SEWERS, STORM DRAINAGE, WATER CITY OF RENTON DEVELOPMENT SERVICES 1055 SOUTH GRADY WAY RENTON, WA 98055 (425) 430-7200 POWER AND NATURAL GAS PUGET SOUND ENERGY 355 110TH AVENUE NE BELLEVUE, WA 98004 (206) 425-2000 (888) 225-5773 NATURAL GAS: PUGET SOUND ENERGY 10885 NE 4TH STREET, SUITE 1200 PO BOX 97034 BELLEVUE, WA 98009-9734 (425) 454-6363 (888) 225-5773 TELEPHONE: CENTURY LINK 1600 7TH AVENUE SEATTLE, WA 98191 (800) 244-1111 RECOMMENDED FOR APPROVAL By: ---------------- Date: -------- By: — — —By.— — _ — — — — — Date:-------- — — By: ----- — — — — — Date --------- By:-- _— —By._ — _ — — — — — Date:_ — — CITY OF RENTON Public Works Dept. 3 m E 3 FF y r` N .. M :i SHEETINDEX DWG • SHEET NO. .�►rcel�[•�9:Iq�■�[• rill G-0 1 COVER SHEET G-1 2 SHEET INDEX AND LEGEND G-2 3 GENERAL UTILITY NOTES AND TESC NOTES G-3 4 WATER KEY MAP AND HORIZONTAL CONTROL G-4 5 WASTEWATER KEY MAP G-5 6 STORMWATER KEY MAP G-6 7 CONSTRUCTION SEQUENCING AND GENERAL 14 RENTON AVE S.: REQUIREMENTS G-7 8 POTHOLE SCHEDULE WATER CONSTRUCTION PLANS W-1 9 CEDAR AVE S.: STA 9+00 TO STA 14+75 W-2 10 CEDAR AVE S.: STA 14+75 TO STA 19+00 W-3 11 CEDAR AVE S.: STA 19+00 TO STA 23+00 W-4 12 S. 10TH STREET: STA 0+00 TO STA 3+20 W-5 13 RENTON AVE S.: STA 0+00 TO STA 5+50 W-6 14 RENTON AVE S.: STA 5+50 TO STA 10+50 W-7 15 S. 7TH STREET: STA 0+00 TO STA 5+00 W-8 16 RENTON AVE S.: STA 22+00 TO STA 26+00 W-9 17 RENTON AVE S.: STA 26+00 TO STA 29+50 W-10 18 HIGH AVE S.: STA 0+00 TO STA 4+50 W-11 19 HIGH AVE S.: STA 4+50 TO STA 10+50 W-12 20 HIGH AVE S.: STA 10+50 TO STA 12+50 & SW -13 46 S. 7 TH STREET: STA 6+00 TO STA 10+50 & SW -14 47 GRANT AVE S.: STA 0+00 TO STA 1+50 W-13 21 GRANT AVE S.: STA 1+50 TO STA 6+90 W-14 22 S. 7TH STREET: STA 10+50 TO STA 13+00 & STRUCTURE SCHEDULE, SHEET 1 OF 2 SW -18 HIGH AVE S.: STA 12+50 TO STA. 15+30 W-15 23 JONES AVE S.: STA 0+00 TO STA 4+00 W-16 24 JONES AVE S.: STA 4+00 TO STA 6+50 & S. 9TH STREET: STA 1+70 TO STA 6+40 W-17 25 JONES AVE S.: STA 6+50 TO STA 11+50 W-18 26 S. 9TH STREET: STA 0+00 TO STA 1+70 W-19 27 CONNECTION DETAILS W-20 28 CONNECTION DETAILS W-21 29 CONNECTION DETAILS W-22 30 CONNECTION DETAILS W-23 31 CONNECTION DETAILS W-24 32 CONNECTION DETAILS W-25 33 PIGGING PLAN STORM WATER CONSTRUCTION PLANS SW -10 SW -1 34 PLAN AND PROFILE, S 7TH ST, SHEET 1 OF 3 SW -2 35 PLAN AND PROFILE, S 7TH ST, SHEET 2 OF 3 SW -3 36 PLAN AND PROFILE, S 7TH ST, SHEET 3 OF 3 SW -4 37 PLAN AND PROFILE, S 9TH ST, SHEET 1 OF 3 SW -5 38 PLAN AND PROFILE, S 9TH ST, SHEET 2 OF 3 SW -6 39 PLAN AND PROFILE, S 9TH ST, SHEET 3 OF 3 SW -7 40 PLAN AND PROFILE, HIGH AVE S, SHEET 1 OF 3 SW -8 41 PLAN AND PROFILE, HIGH AVE S, SHEET 2 OF 3 SW -9 42 PLAN AND PROFILE, HIGH AVE S, SHEET 3 OF 3 SW -10 43 PLAN AND PROFILE, RENTON AVE S, SHEET 1 OF 2 SW -11 44 PLAN AND PROFILE, RENTON AVE S, SHEET 2 OF 2 SW -12 45 PLAN AND PROFILE, CEDAR AVE S, SHEET 1 OF 2 SW -13 46 PLAN AND PROFILE, CEDAR AVE S, SHEET 2 OF 2 SW -14 47 CATCH BASIN REPLACEMENTS, RENTON AVE S SW -15 48 CIVIL DETAILS, SHEET 1 OF 2 SW -16 49 CIVIL DETAILS, SHEET 2 OF 2 SW -17 50 STRUCTURE SCHEDULE, SHEET 1 OF 2 SW -18 51 STRUCTURE SCHEDULE. SHEET 2 OF 2 10. Know what's below. F- Call before you RE ONE—CALL XISTING REFERENCE ONLY ACONTHRACTOROR SHALL FIELD LOCATE ALL EXISTING1-800-424-5555 UTILITIES A MINIMUM PRIOR TO CONSTRUCTION. S-1 52 CEDAR AVE S: S 4TH ST TO S 5TH ST S-2 53 CEDAR AVE S : S 5TH ST TO S 6TH ST S-3 54 CEDAR AVE S: S 6TH ST TO S 7TH ST S-4 55 S 7TH ST: CEDAR AVE S TO RENTON AVE S S-5 56 RENTON AVE S: S 7TH ST TO S 9TH ST S-6 57 GRANT AVE S: BEACON WAY S TO S 7TH ST S-7 58 S 7TH ST: GRANT AVE S TO HIGH AVE S S-8 59 S 7TH ST: HIGH AVE S TO BEACON WAY S S-9 60 HIGH AVE S: S 7TH ST TO S 9TH ST S-10 61 HIGH AVE S: S 9TH ST TO SOUTH S-11 62 HIGH AVE S: EASEMENT AREA S-12 63 RENTON AVE S: S 9TH ST TO S 10TH ST S-13 64 S 10TH ST: RENTON AVE S TO GRANT AVE S S-14 65 S 9TH ST: RENTON AVE S TO EAST S-15 66 WASTEWATER DETAILS RESTORATION DETAILS D-1 67 TRENCH RESTORATION DETAILS TOPOGRAPHIC SURVEY V-1 68 TOPOGRAPHIC SURVEY V-2 69 TOPOGRAPHIC SURVEY V-3 70 TOPOGRAPHIC SURVEY V-4 71 TOPOGRAPHIC SURVEY V-5 72 TOPOGRAPHIC SURVEY V-6 73 TOPOGRAPHIC SURVEY V-7 74 TOPOGRAPHIC SURVEY V-8 75 TOPOGRAPHIC SURVEY V-9 76 TOPOGRAPHIC SURVEY V-10 77 TOPOGRAPHIC SURVEY V-11 78 TOPOGRAPHIC SURVEY V-12 79 TOPOGRAPHIC SURVEY V-13 80 TOPOGRAPHIC SURVEY V-14 81 TOPOGRAPHIC SURVEY V-15 82 TOPOGRAPHIC SURVEY V-16 83 TOPOGRAPHIC SURVEY V-17 84 TOPOGRAPHIC SURVEY V-18 85 TOPOGRAPHIC SURVEY V-19 86 TOPOGRAPHIC SURVEY V-20 87 TOPOGRAPHIC SURVEY V-21 88 TOPOGRAPHIC SURVEY V-22 89 TOPOGRAPHIC SURVEY NO. REVISION I:lf mmimmumb DESIGNED. AW D.H. CHECKEDAW AW, AG ABAN RET BLRD LLLL�� CW/BW CRW/BRW CP/IP COL CS/WS CON DEC CMP DEACT DWY ECd 0I B G m GUY IE IP 0 LSCAPE 0 MPE AT FULL SCEFE l IF NOT ONE INCH SCALE ACCORDINGLY LEGEND AREA DRAIN ABANDONED/RETIRED ASPHALT (ASPH) BOLLARD BRICK SURFACE BUILDING UNE CONCRETE SURFACE CONCRETE CONCRETE/BRICK WALK CONCRETE/BRICK RETAINING WALL CONCRETE/IRON PIPE CHAIN LINK FENCE (CLF) COLUMN MONUMENT UNE CONCRETE/WOOD STAIRS CONIFEROUS TREE DECIDUOUS TREE CORRUGATED METAL PIPE DEACTIVATED DRIVEWAY ELECTRICAL CONDUIT FOUND SURVEY MONUMENT (AS NOTED) FIRE HYDRANT GRADE BREAK GAS MAIN GAS VALVE GUY WIRE IRON FENCER(WI INVERT ELEVATION IRON PIPE LIGHT POLE (WOOD) LIGHT POLE (DECORATIVE) LANDSCAPE/PLANTER (LSC) SANITARY SEWER/STORM DRAIN MANHOLE PRIVATE MAILBOX MEDIUM DENSITY POLYETHYLENE OHP/OHT PE P.S. (P) PS/PSS PSD 9R .- RRW SD STW CO SSS TCd TV TW IS O O UP WV W WM (V) VCP CED HOLLY PINE x • OVERHEAD POWER/TELEPHONE POLYETHYLENE PARKING SPACE(S) PAINTED UTILITY LOCATION PIPE FLOW DIRECTION COMBINED/SANTIARY SEWER STORM DRAIN PRIVATE CATCH BASIN RECORD DATA GRAVEL SURFACE ROCKERY RAIL ROAD TIE WALL SERVICE DRAIN (STORM) STEEL WRAPPED CLEANOUT SANITARY SIDE SEWER SIGN/STREET NAME SIGN TEMPORARY BENCHMARK (TBM) TELEPHONE CONDUIT (BURIED) TELEPHONE VAULT TOP OF WATER VALVE TELEPHONE SENTRY TRAFFIC FLOW DIRECTION TOP OF BANK UTILITY POLE (WOOD) VIDEOS 3N.a " ,saa >Z aH. CITY OF RENTON HILL UTILITY REPLACEMENT PROJECT ru RENTON SHEET INDEX AND LEGEND DATUM Planning/Building/Public Works Dept. WI 101310 06/19/17 FELDSOCK DRAwwc No. SHEET. G—I 2 oE88 34 NGENERAL 00 C? i\ N 1. 2. J. NOTES ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE LATEST STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PUBLIC WORKS DEPARTMENT AND THE 2016 EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. SOME STANDARD DETAIL DRAWINGS MAY HAVE BEEN MODIFIED FOR THIS CONTRACT THE CONTRACTOR SHALL REFER TO DETAIL DRAWINGS INCLUDED IN THE CONTRACT DOCUMENTS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. ALL WORK SHALL BE SUBJECT TO INSPECTION BY THE CITY ENGINEER OR DESIGNATED REPRESENTATIVE. THE CONTRACTOR SHALL COMPLY WITH ALL PERMITS AND ALL OTHER REQUIREMENTS BY THE CITY OF RENTON. SEE APPROVED PERMITS AND PERMIT REQUIREMENTS IN THE PROJECT SPECIFICATIONS. 4. PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL MEET WITH THE CITY ENGINEER FOR A PRE -CONSTRUCTION MEETING. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE Lu SUBMITTED AT THE PRE -CONSTRUCTION MEETING. ANY MODIFICATIONS TO THE APPROVED TRAFFIC 3 CONTROL PLAN SHALL BE RESUBMITTED AND APPROVED PRIOR TO IMPLEMENTATION. 5. A STAGING AREA HAS BEEN MADE AVAILABLE TO THE CONTRACTOR FOR THIS PROJECT. ALL TESC a REQUIREMENTS APPLY TO THE CONTRACTOR'S STAGING AREA. 6. LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE. UTILITY LOCATIONS ARE SHOWN BASED ON A Z COMBINATION OF ONE OR MORE OF THE FOLLOWING: OBSERVATIONS OF SURFACE FEATURES, Lu PAINT MARKS APPLIED BY AN UNDERGROUND UTILITY LOCATING SERVICE, CCN-1NG OF SOME 2 STORM AND SEWER MAINS TO LOCATE SERVICE LATERALS, AND RECORD SCHEMATIC DRAWINGS. Lu UTILITIES SHOWN IN THESE DRAWINGS ARE FOR THE PURPOSES OF ASSISTING THE CONTRACTOR WITH LOCATING UTILITIES. THE CITY OF RENTON ASSUMES NO LIABILITY FOR THE ACCURACY OF QTHE RECORD INFORMATION. J 7. CONTRACTOR SHALL FIELD LOCATE ALL UTILITIES WITHIN PROPOSED EXCAVATION LIMITS. CONTACT UNDERGROUND UTILITY LOCATE SERVICE 1-800-424-5555 (OR 811) A MINIMUM OF 72 HOURS W PRIOR TO ANY EXCAVATION TO OBTAIN ON-SITE UTILITY LOCATIONS. IY 8. CONTRACTOR SHALL POTHOLE UNDERGROUND GAS, WATER, SERVICE CONNECTIONS, AND OTHER UNDERGROUND UTILITIES WHERE POTENTIAL FOR CONFLICTS EXIST, WHERE DIRECTED BY THESE PLANS, OR WHERE DIRECTED BY ENGINEER. POTHOLING SHOULD BE DONE AT LEAST TEN (10) J WORKING DAYS IN ADVANCE OF WORK IN THE AREA. PRECAUTIONS AND REMEDIAL MEASURES SHALL BE TAKEN AS REQUIRED TO PROTECT PERSONS AND PROPERTY AND TO AVOID DISRUPTION OF SERVICE. UNLESS OTHERWISE NOTED, PROTECT ALL UTILITIES FROM DAMAGE WHICH SHALL INCLUDE PROVIDING TEMPORARY SUPPORT SYSTEMS AND SHORING AROUND UTILITIES DURING J EXCAVATION. IF AN EXISTING PRIVATE UTILITY CONFLICTS WITH PROPOSED IMPROVEMENTS, J COORDINATE THE RELOCATION OF THE PRIVATE UTILITY WITH THE UTILITY OWNER UNLESS NOTED = OTHERWISE OR DIRECTED BY ENGINEER. Z 9. POTHOLING REQUESTED AT SPECIFIC LOCATIONS BY THE CONTRACT DOCUMENTS OR DIRECTED BY O THE ENGINEER SHALL BE PAID FOR BY SITE SPECIFIC POTHOLING." ALL OTHER POTHOLING WORK l-_ SHALL BE CONSIDERED INCIDENTAL. SEE SECTION 1-0717 IN THE SPECIAL PROVISIONS. Lu 10. IF EXISTING GAS MAINS ARE IN CONFLICT WITH NEW UTILITIES, THE CITY WILL PROVIDE NEW Lu PROFILE GRADES FOR THE STORM OR WASTEWATER PIPING. ADJUSTMENT OF THE PIPE ALIGNMENT SHALL BE AT NO ADDITIONAL COST TO THE CITY. IF THE EXISTING GAS MAIN (OR SERVICE) IS IN CONFLICT WITH NEW STORM OR WASTEWATER AND THE UTILITY PROFILE CANNOT BE ADJUSTED, CONTRACTOR SHALL COORDINATE WITH PSE FOR GAS RELOCATION (CONTACT PSE GAS REPRESENTATIVE GLENN HELTON AT 425-559-4647). ALL COST FOR COORDINATION WITH PSE FOR GAS SERVICE RELOCATION SHALL BE INCIDENTAL TO UTILITY CONSTRUCTION. IT IS ALSO NOTED THAT PSE MAY HAVE PERFORMED SOME RELOCATIONS IN ANTICIPATION OF THIS PROJECT AND CONTRACTOR SHALL COORDINATE WITH PSE REPRESENTATIVE TO DETERMINE ALL NEW GAS LOCATIONS. 11. STATIONS AND OFFSETS FOLLOW STREET R.O.W. CENTERLINE ALIGNMENTS DEFINED ON SURVEY. 12. CONTRACTOR SHALL REPLACE SURVEY MONUMENTS WHERE SHOWN ON DRAWINGS IN ACCORDANCE WITH SECTION 1-05.4 OF THE SPECIAL PROVISIONS AND CITY OF RENTON SURVEY STANDARDS. ANY MONUMENTS NOT SPECIFICALLY CALLED OUT AS TO BE REPLACED ON DRAWINGS SHALL BE REPLACED BY CONTRACTOR AT ITS OWN EXPENSE. 13. THE CONTRACTOR SHALL NOT LEAVE STOCKPILED TRENCH EXCAVATION MATERIAL ON CITY STREETS OUTSIDE OF WORK HOURS. 14. SITE CONSTRUCTION LIMITS (PRESERVATION LINES) COINCIDE WITH CITY RIGHT-OF-WAY UNLESS SHOWN OTHERWISE. 15. THE CONTRACTOR SHALL USE A VACUUM STREET SWEEPER TO REMOVE DUST AND DEBRIS FROM PAVEMENT AREA AS DIRECTED BY THE ENGINEER. FLUSHING OF STREETS SHALL NOT BE PERMITTED. 16. BEFORE COMMENCEMENT OF TRENCHING, THE CONTRACTOR SHALL PROVIDE A CATCH BASIN FILTER FOR ALL DOWNHILL STORM DRAIN INLETS AND CATCH BASINS. THE CONTRACTOR SHALL PERIODICALLY INSPECT THE CONDITION OF ALL FILTERS AND REPLACE AS NECESSARY. 17. PAVEMENT MARKINGS (E.G. LANE LINE BUTTONS OR PAINT, STOP B4RS CROSSWALKS, ETC.) DAMMAGED OR REMOVED DURING CONSTRUCTION SHALL BE REPLACED IN KIND. 18. TEMPORARY RESTORATION OF TRENCHES FOR OVERNIGHT USE SHALL BE ACCOMPLISHED BY USING COLD MIX ASPHALT OR HMA. STEEL PLATES MAY BE USED OVERNIGHT TO COVER THE LAST SECTION OF TRENCH. STEEL PLATES MUST BE PINNED DOWN AND ASPHALT RAMPS/WEDGES MUST BE PLACED AROUND THE PLATES. STEEL PLATES SHALL NOT BE USED ON STEEP GRADES OR WHERE STEEL PLATES PRESENT A ROADWAY HAZARD. 19. THE CONTRACTOR SHALL KEEP PROJECT AREA OPEN TO TRAFFIC AT ALL TIMES, UNLESS APPROVED BY THE CITY OF RENTON. 20. CONSTRUCTION WORK SHALL BE FROM 7:00 AM TO 5:00 PM. 21. CONTRACTOR SHALL PROVIDE NOTICE TO AFFECTED RESIDENTS A MINIMUM OF 24 HOURS IN ADVANCE WHEN VEHICULAR ACCESS TO THEIR RESIDENCE WILL BE RESTRICTED. • E SHOWN ONE -CALL REFERENCEISTING nONLEY. ACONTRACTOROR FIELD LOCATE ALL 9-800-424-5555 UTIILILLTIES A MINIMUM OF 72xISTING HOURS KnowwhaPsb@IOW. PRIOR TO CONSTRUCTION. ` Call before you dlg. J WATER UTILITY GENERAL NOTES 1. ALL NEW WATER PIPE AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM BEFORE BEING FLUSHED, DISINFECTED, AND PRESSURE TESTED. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER MAINTENANCE DEPARTMENT TWO WEEKS BEFORE MAKING A CUT -IN CONNECTION TO AN EXISTING WATER MAIN AND 5 DAYS BEFORE MAKING A CONNECTION TO A NEWLY CUT -IN TEE AND VALVE(S) ON THE EXISTING MAIN. ALL PIPE AND FITTINGS NOT TO BE DISINFECTED IN PLACE SHALL BE SWABBED WITH 1% CHLORINE SOLUTION PRIOR TO INSTALLATION. 2. AFTER DISINFECTING THE WATERMAIN, DISPOSE OF CHLORINATED WATER BY DISCHARGING TO THE NEAREST OPERATING SANITARY SEWER. J. DEFLECT THE WATERMAIN ABOVE OR BELOW EXISTING UTILITIES AS REQUIRED TO MAINTAIN 3FT MINIMUM COVER, 12 IN. MINIMUM VERTICAL CLEARANCE BETWEEN UTILITIES UNLESS OTHERWISE SPECIFIED. 4. ALL FITTINGS SHALL BE BLOCKED PER CITY OF RENTON STANDARD DETAILS UNLESS OTHERWISE NOTED. STORM WATER UTILITY GENERAL NOTES 1. STORM SEWER LENGTHS ARE MEASURED BETWEEN CENTERS OF MANHOLES AND CATCH BASINS UNLESS OTHERWISE NOTED. PIPE SLOPES AND INVERT ELEVATIONS ARE MEASURED FROM FACE OF STRUCTURE AND MAY DIFFER FROM CENTER -OF -STRUCTURE MEASUREMENTS. 2. EXCEPT AS OTHERWISE NOTED, CATCH BASIN AND MANHOLE RIM ELEVATIONS GIVEN ARE APPROXIMATE. FINAL ELEVATIONS SHALL MATCH FINAL GRADE. J. USE CDF FOR BEDDING AND BACKFILLING AROUND EXISTING OR NEW UTILITIES WHERE STANDARD METHODS DO NOT PERMIT COMPACTION REQUIREMENTS TO BE MET AS SHOWN ON THE DWGS OR AS DIRECTED BY ENGINEER. 4. WHERE NEW STORM IS DESIGNED PARALLEL TO AND AT AN ELEVATION HIGHER THAN ADJACENT SEWER MAIN, THERE IS A POTENTIAL FOR CONFLICT WITH ASSOCIATED SIDE SEWER SERVICES. THE PLANS IDENTIFY CERTAIN SIDE SEWERS FOR SITE SPECIFIC UTILITY POTHOLING. CONTRACTOR SHALL POTHOLE THESE SIDE SEWERS AND PROVIDE DEPTH TO THE ENGINEER 10 DAYS IN ADVANCE OF CONSTRUCTION IN THIS AREA. IF NO CONFLICT, CONTRACTOR SHALL PROTECT AND SUPPORT SIDE SEWER. ANY DAMAGE TO SIDE SEWER WILL BE AT CONTRACTOR'S EXPENSE. IF CONFLICT EXISTS, ENGINEER MAY ELECT TO CHANGE GRADE OF STORM TO AVOID CONFLICT AT NO ADDITIONAL COST TO THE CITY, OR RELOCATE SIDE SEWER SERVICE IN ACCORDANCE WITH THE RELOCATE SIDE SEWER" BID ITEM, AND DETAIL 1 ON DWG SW15. IF SEWER IS NOT POTHOLED AND IS IN CONFLICT, RELOCATE PER DETAIL 1 ON DWG SW15. 5. AS NOTED IN WATER DRAWINGS EXISTING WATER MUST REMAIN ACTIVE UNTIL THE NEW WATER SYSTEM IS INSTALLED AND READY FOR OPERATION. THIS WILL AFFECT CONTRACTOR'S APPROACH TO STORMWATER SYSTEM IMPLEMENTATION AND SEQUENCING. WHERE NEW STORMWATER CANNOT BE INSTALLED DUE TO CONFLICT OR CLOSE PROXIMITY WITH EXISTING ACTIVE WATER MAINS OR HYDRANTS, CONTRACTOR SHALL EITHER INSTALL NEW WATER SUCH THAT THE EXISTING WATER CAN BE ABANDONED AND REMOVED, OR IF APPROVED BY THE CITY, SHALL ADJUST THE PROFILE OF THE STORM DRAIN INSTALLATION TO AVOID THE CONFLICT IN EITHER CASE, THERE SHALL BE NO ADDITIONAL COST TO THE CITY. 6. WHEREVER NEW WATER SERVICES ARE INSTALLED IN ADVANCE OF NEW STORM, CONTRACTOR SHALL ENSURE THE DEPTH OF WATER SERVICE WILL NOT CONFLICT WITH NEW STORM. WHERE ACTIVE WATER SERVICES THAT HAVE NOT YET BEEN REPLACED ARE IN CONFLICT WITH THE NEW STORM, THEY SHALL BE RAISED OR LOWERED (BY EXPOSING MORE OF THE WATER SERVICE LINE TO ALLOW MORE VERTICAL DEFLECTION) OR SHALL HAVE A TEMPORARY SPLICE TO THE SERVICE LINE TO RAISE OR LOWER IT TO AVOID CONFLICT TEMPORARY WATER SERVICE RELOCATION INCLUDES SERVICE LINE AND CONNECTION FITTINGS AND SHALL BE INCIDENTAL TO OTHER PAYMENT ITEMS. CONTRACTOR SHALL COORDINATE WITH CITY OF RENTON WATER UTILITY ABOUT ANY RELOCATION OR MODIFICATION TO SERVICE LINES. 7 CONTRACTOR SHALL NOT ORDER PRECAST MANHOLES/CATCH BASINS UNTIL ALL POTENTIAL CONFLICTS THAT COULD AFFECT THE MANHOLES/CATCH BASINS HAVE BEEN POTHOLED TO CHECK FOR CONFLICT, AND THOSE CONFLICTS HAVE BEEN RESOLVED. B. ALL STORM DRAINAGE PIPES SHALL HAVE WATERTIGHT JOINTS. 9. STATION/OFFSET LOCATION CALLOUTS AND RIM ELEVATIONS PROVIDED ARE AT THE CENTER OF THE DRAINAGE STRUCTURE. 10. EXISTING STORM DRAINAGE PIPES AND STRUCTURES SHALL BE ABANDONED AND FILLED WHERE INDICATED ON THE PLANS IN ACCORDANCE WITH SECTION 2-02.3(4) OF THE SPECIAL PROVISIONS FOR PIPES AND SECTION 7-05.3(2) OF THE STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS FOR STRUCTURES. 11. STORM DRAIN PIPE SHALL BE CORRUGATED POLYETHYLENE PIPE (CPEP), POLYPROPYLENE PIPE (PPP), OR DUCTILE IRON (DI) AS SHOWN ON STORM PROFILES. 12. THE NEW STORM CROSSES (3) WATER MAINS OWNED BY SEATTLE PUBLIC UTILITIES (SPU). CONTRACTOR SHALL COORDINATE UTILITY WORK TO MINIMIZE TIME SPENT WORKING NEAR SPU LINES. A SPU REPRESENTATIVE MUST BE ON-SITE AT ALL TIMES WHEN ACTIVELY WORKING NEAR SPU WATER LINES WITHIN BEACON WAY S. CONTRACTOR SHALL PROVIDE A MINIMUM OF 5 WORKING DAYS ADVANCE NOTICE AND COORDINATE ALL WORK NEAR SPU LINES WITH SPU'S PRIMARY CONTACT., KATHI ILLMAN 206-402-2187 KATHL I LLMAN®SEAT TLE GOV 13. WHERE TYPE 2 CATCH BASINS ARE INSTALLED IN ROADWAY GUTTER SECTION, THEY SHALL BE PLACED IN ACCORDANCE WITH DETAIL 6 ON DWG SW15. 14. PIPE LENGTHS SHOWN ON STORM PLAN AND PROFILE SHEETS ARE FROM CENTER TO CENTER OF STRUCTURE AND ARE PROVIDED FOR QUANTITY TAKE OFF ONLY. SLOPES AND INVERT ELEVATIONS ARE BASED ON THE ACTUAL PIPE LENGTH FROM WALL TO WALL OF STRUCTURE. WASTE WATER UTILITY GENERAL NOTES 1. PROVIDE AS -BUILT INFORMATION SHOWING ALL INVERT AND RIM ELEVATIONS OF MANHOLES AND SIDE SEWER VERTICAL AND HORIZONTAL LOCATIONS. 2. INSTALL SEWER MAINS AND SERVICES A MINIMUM 2' FROM PARALLEL GAS LINES WHERE CONFLICT OCCURS. J. WHERE UTILITY PIPE LINE VERTICAL SEPARATION IS LESS THAN (1) ONE FOOT INSERT ETHAFOAM HS 600 PLANK -FOAM BOARD OR EQUAL BETWEEN BOTH UTILITIES. 4. ALL SIDE SEWER COUPLINGS SHALL BE FERNCO STRONG -BACK" OR APPROVED EQUAL. TEMPORARY EROSION AND SEDIMENT CONTROL NOTES 1. THE TEMPORARY EROSION AND SEDIMENT CONTROL (TESC) PLAN OUTLINED HEREIN IS CONCEPTUAL. THE CONTRACTOR IS REQUIRED TO SUBMIT A FINAL TEMPORARY WATER POLLUTION AND EROSION CONTROL PLAN IN ACCORDANCE WITH SPECIAL PROVISIONS SECTION 1-07. 15. 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/ESC SUPERVISOR UNTIL ALL CONSTRUCTION IS APPROVED. 3. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING AND GRADING SO AS TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES IS MINIMIZED. 4. THE ESC FACILITIES SHOWN ON THESE PLANS ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (E.G., ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES AND SILT FENCES ETC.). 5. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/ESC SUPERVISOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE ESC FACILITIES DURING THE WET SEASON (OCT. 1 TO APRIL 30) AND OF MONTHLY REVIEWS DURING THE DRY SEASON (MAY 1 TO SEPT. 30). 6. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON OR SEVEN DAYS DURING THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 7 ANY AREA NEEDING ESC MEASURES NOT REQUIRING IMMEDIATE ATTENTION SHALL BE ADDRESSED WITHIN FIFTEEN (15) DAYS. B. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN FORTY-EIGHT (48) HOURS FOLLOWING A STORM EVENT. 9. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH B4S/N. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 10. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF 2 TO 3 INCHES. 11. NO STOCKPILING/STAGING WILL BE CONDUCTED WITHIN THE RIGHT OF WAY OR CITY OWNED SITE. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ITS OWN STOCKPILE/STAGING AREAS. 12. PUBLIC STREETS SHALL BE CLEANED ONCE PER DAY OR AS DIRECTED BY THE CITY. FLUSHING OF STREETS WITH WATER WILL NOT BE ALLOWED. 13. IN ACCORDANCE WITH THE DEPARTMENT OF ECOLOGY REQUIREMENTS, WASTEWATER FROM CEMENT CONCRETE MASONRY, OR ASPHALT CONCRETE CUTTING, OR POURING OPERATIONS SHALL NOT BE DISCHARGED INTO STORM DRAINAGE SYSTEMS OR SURFACE WATERS. IMPERVIOUS SURFACES CONTAMINATED WITH SEDIMENT FROM GRIT AND CUTTING, PLANING OR PULVERIZING OPERATIONS SHALL BE VACUUM -CLEANED TO PREVENT CONTAMINANTS FROM ENTERING THE STORM DRAINAGE SYSTEM OR SURFACE WATERS. 14. CATCH BASIN INSERTS SHALL BE PLACED AT ALL CATCH BASINS ALONG PIPE ALIGNMENT. SEE DETAIL 1, THIS SHEET 15. INSTALL SILT FENCING AROUND ENTIRE STAGING/STOCKPILE AREAS PER COR STANDARD PLAN 214. 16. TEMPORARY SEDIMENTATION POND MAY BE REQUIRED IN CONTRACTOR STAGING AREA IF THE SILT FENCING IS NOT ADEQUATE. 17 KEEP PUBLIC AND PRIVATE ROADWAYS/PARKING LOTS, SIDEWALKS, AND TRAILS FREE OF DEBRIS AND SEDIMENT. 18. CONSTRUCT TEMPORARY STORMWATER BYPASSES AS NEEDED DURING CONSTRUCTION TO DIVERT STORMWATER AROUND TRENCHING AND PIPE INSTALLATION ACTIVITIES AND MAINTAIN DRAINAGE OF UPSTREAM STORMWATER. CONTRACTOR IS RESPONSIBLE FOR DESIGN OF STORM DRAIN BYPASS PLAN. UNLESS OTHERWISE NOTED, BYPASSES ARE TO BE DESIGNED TO HANDLE THE VOLUME AND PEAK FLOWS OF THE 2 -YEAR STORM EVENT AT A MINIMUM. SUBMIT AS PART OF WATER CONTROL PLAN. STORM DRAIN BYPASS PLAN SHALL ALSO ADDRESS THE DOWNSTREAM SYSTEM AND PREVENTION OF STORMWATER ENTERING THE WORK AREA BY BACKING UP FROM DOWNSTREAM. 19. ALL DEWATERING WATER AND RUNOFF WITHIN CONSTRUCTION AREAS SHALL BE TREATED VIA SEDIMENTATION, FILTRATION THROUGH VEGETATION IN APPROVED AREAS, OR PORTABLE FILTRATION SYSTEMS (UTILIZING TANKS AND FILTERS), AS NEEDED, PRIOR TO DISCHARGE TO DOWNSTREAM SYSTEM IN ORDER TO MEET ALL APPLICABLE LOCAL, STATE AND FEDERAL WATER QUALITY REGULATIONS. CONTRACTOR MAY ALSO DISCHARGE TO THE SANITARY SEWER SYSTEM AFTER OBTAINING APPLICABLE PERMITS AND MEETING PRETREATMENT REQUIREMENTS. wmE 9RH sc wmcu: wwn , )UNG� W AW OXE IWI DATUM GIEI%ER •r wu scut AW, AG IF N'Jf dE MCII NO. REVISION *BYDATE APPR win: ��y AG ISS TRIM GEOTEXTILE OVERFLOW BYPASS NOTES: 1. SIZE THE CATCH BASIN INSERT FOR THE STORMWATER STRUCTURE IT WILL SERVICE. 2. THE CATCH BASIN INSERT SHALL HAVE A BUILT-IN HIGH-FLOW RELIEF SYSTEM (OVERFLOW BYPASS). 3. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE INLET DEVICE WITHOUT SPILLING THE COLLECTED MATERIAL. 4. INSERTS MUST BE REMOVED AFTER PROJECT CONSTRUCTION IS COMPLETE. DETAIL 1 CATCH BASIN INSERT SCALE: NTS CITY OF RENTON HILL UTILITY REPLACEMENT PROJECT .0 RENTON GENERAL UTILITY NOTES AND TESC NOTES Planning/Building/Public Works Dept. 1►111C[81[9114 06/19/17 G-2 I N Y■ M :i ITT Q U LU ITT I O CL o rr, z LU 2 LU J I LU J J IIIIIIIIIIIIs■ z 0 z LU h co �I IZ �I 4 3 CEDAR AVE S I I ------_------------'--� I—I—I T T T—T—I—T —� r 7 -r- L`7 CEDAR A VE S 5 ASEE GENERAL NOTE 4. �' re �� — T _ T -7- LU LU 1 I RENTON AVE S —jL REN TON AVE S r— -----T—T—T.-----rr---- 1. / I � 12 I =I=h 6h� / ) o I I W W� co --TTT—I-- r� —rT-------T—�� % GR4NTAVE S V I I cl) �a I 13 I I L I 16 17 --- -- r—T—T—.T—I—T— I I I HIGHAVE S 14 I I 19 20 —I--L— �� JONES AVE S GENERAL SEQUENCING AND REQUIREMENTS T SUGGESTED SEQUENCING OF UTILITY INSTALLATION /5 SHOWN FOR EACH BLOCK ON THIS SHEET THIS SEQUENCE TAKES INTO ACCOUNT EXISTING UTILITIES THAT NEED TO BE ABANDONED PRIOR TO INSTALLING NEW UTILITIES. PROJECT SECTIONS 1 THROUGH 5 SHALL BE DONE IN THE ORDER SHOWN. SECTIONS 6 THROUGH 21 ARE NOT LISTED IN THE TABLE BY ORDER OF COMPLETION. WORK IN THESE AREAS SHALL BE SEQUENCED AT THE CONTRACTORS DISCRETION. HOWEVER, THE CONTRACTOR SHALL MINIMIZE IMPACT TO THE NEIGHBORHOOD BY LIMITING WORK TO A SINGLE STREET AS FEASIBLE. 2. CONTRACTOR MAY PROPOSE AN ALTERNATIVE SEQUENCE FOR THE CITY'S APPROVAL IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND ACCESS REQUIREMENTS ON THIS SHEET. 3. NO CONSTRUCTION WORK SHALL TAKE PLACE ON RENTON AVE S AND CEDAR AVE S SIMULTANEOUSLY RENTON AVE S AND CEDAR AVE S ARE THE ONLY STREETS THAN CAN BE USED BY THE COMMUNITY FOR INGRESS AND EGRESS. 4, VEHICULAR ACCESS SHALL BE MAINTAINED AT THE INTERSECTION OF S 7TH ST AND RENTON AVE S. 5. TO PROTECT EXISTING SEATTLE WATER PIPELINES, NO HEAVY CONSTRUCTION VEHICLES OR EQUIPMENT SHALL BE ALLOWED TO DRIVE ON BEACON WAY S AT ANY TIME DURING CONSTRUCTION. 6. PRIOR TO EVERY WEEKEND, THE CONTRACTOR SHALL PATCH THE CONSTRUCTION SITE WITH HMA AND LEAVE THE SITE IN A CLEAN AND ORDERLY CONDITION. ANY TRAFFIC DETOURS SHALL BE MAINTAINED IN ACCORDANCE WITH THE APPROVED TRAFFIC CONTROL PLAN. • HOWN ONE -CALL RSTING UTILITIES EE ER NCE ONLY. ACONTRACTOROR SHALL FIELD LOCATE ALL ENISTING ® 1-800-424-5555 1 UTILITIES A MINIMUM OF 722 HOURS Know what's below. PRIOR TO CONSTRUCTION. Call before you dig. J N —L I � — M WER C 15 GRANTAVE S CONTRACTOR SHALL NOT CLOSE BOTH RENTON AVE S AND CEDAR AVE S SIMULTANEOUSLY TO MAINTAIN NEIGHBORHOOD ACCESS, EITHER STREET MUST BE OPEN DURING CONSTRUCTION. CONTRACTOR MUST PROVIDE ADEQUATE DETOUR SIGNAGE FOR TRAFFIC BOTH ENTERING AND EXITING THE NEIGHBORHOOD. RENTON AVE S I I -,--rTT4-1 —ITT—T-7 --7 J 21 T CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN FOR EACH WORK ZONE, SHOWING DETOUR ROUTES DUE TO ROAD CLOSURES. 2 CONTRACTOR SHALL PLACE BARRICADES MARKED 'LOCAL ACCESS ONLY AT THE END OF EACH BLOCK WHERE WORK IS BEING PERFORMED AND PROVIDE FLAGGERS TO COORDINATE LOCAL ACCESS TRAFFIC. CONTRACTOR SHALL NOTIFY RESIDENTS OF LIMITED ACCESS A MINIMUM OF 72 HOURS IN ADVANCE OF THE WORK. 3. PRIOR TO BEGINNING ANY WORK THE CONTRACTOR SHALL PROVIDE THE CITY WITH A MAP SHOWING THE PROPOSED HAUL ROUTE BETWEEN THE STAGING AREA AND THE PROJECT SITE. BRH ORMAL O IZONTAL HAD NN oESICNEo- AW, JH, JF oaawN: F, AW cHEcrcEo- DATUM AW, AG Ai FN IF NOT ONE INCH NC NO. REVISION BY DATE APPR iaaaoveo SIT ucoaowcw AG CITY OF RENTON Planning/Building/Publlc Works Dept. RENTON HILL UTILITY REPLACEMENT PROJECT I xx/xx/xx CONSTRUCTION SEQUENCING DIRWIINGNo: AND G-6 GENERAL REQUIREMENTS HE� 7 °f W 03000 Section Street From To Suggested Sequence Notes (S=Sewer, W=Water, D=Stormj 1 S 4th Street Cedar AveS W Pothole vault at Cedar & S 4th St before installing water main along 4th St. See sheet W-3. 2 Cedar AveS S5th Street S4th Street S,D,W Due to proxi mity, may need joint trench for storm and sewer Construction order of sewer or storm may be done at the contractor's discretion. Install water mai n 3 Cedar AveS S5th Street Stith Street S,D,W after existing sewer is demolished. See sheets S -2,S -3,W-1, and W-2. 4 Cedar Ave S S 6th Street S 7th Street S 5 S 7th Street Cedar Ave S Renton Ave S S,D,W w 6 S 7th Street Renton Ave S Grant Ave S D See General Note 4. F z7 S7th Street Grant AveS High AveS S,W,D Instal l storm drain at intersection of S. 7th St. &High Ave S. after new water is operational. J 8 S7th Street High AveS Jones AveS S,W,D Instal l storm drain at intersection of S. 7th St. &High Ave S. after new water is operational. w z w 9 Renton Ave S S 7th Street S 9th Street S,W w 10 Renton Ave S S 9th Street S 10th Street W,D N 11 IS 10th Street Renton AveS Grant AveS S,W Ed 12 S 9th Street Renton Ave S Grant Ave S D 13 S 9 Street Grant AveS High AveS S,D,W Pothole existing side sewers before installing storm and water. See sheet S-10. z 14 S9th Street High AveS Jones AveS S,W,D Install side sewer before installing storm and water. Install storm after new water is operational. U M 15 Grant AveS S7th Street Beacon Way S,W 0 O 16 High Ave S End S 9th Street D,S,W Due to proximity, may need joint trench for storm and sewer w w 17 High AveS 59th Street 57th Street S,W,D Install storm drain after new water main is operational. z Q 18 High Ave S S 7th Street Beacon Way S W w U z 19 Jones Ave S End S 9th Street W W n 0 20 Jones Ave S S 9th Street S 7th Street W W rn 21 Renton AveS Beacon Way I D,W BRH ORMAL O IZONTAL HAD NN oESICNEo- AW, JH, JF oaawN: F, AW cHEcrcEo- DATUM AW, AG Ai FN IF NOT ONE INCH NC NO. REVISION BY DATE APPR iaaaoveo SIT ucoaowcw AG CITY OF RENTON Planning/Building/Publlc Works Dept. RENTON HILL UTILITY REPLACEMENT PROJECT I xx/xx/xx CONSTRUCTION SEQUENCING DIRWIINGNo: AND G-6 GENERAL REQUIREMENTS HE� 7 °f W 03000 EXISTING UTILITY DATA GENERAL NOTES MEASUREMENT TO TOP OF MEASUREMENT TO BOTTOM OF v c� POTHOLE # TYPE OF UTILITY MATERIAL SIZE OF UTILITY UTILITY FROM GROUND UTILITY FROM GROUND NOTES 1. ALL GAS POTHOLE INFORMATION PROVIDED BY PUGET SOUND co ENERGY. Tl COMM PVC 2" 22" 24" JOINT TRENCH WITH POWER CONDUIT. SEE POTHOLE El. T2 COMM D.B. 5/8" 40" 41" JOINT TRENCH WITH POWER CONDUIT. SEE POTHOLE E2. N T3 COMM PVC (2)1", 2" 19" 23" JOINT TRENCH WITH POWER CONDUIT. SEE POTHOLE E4 -E5. CL T4 COMM D.B. 5/8" 35" 36" JOINT TRENCH WITH POWER CONDUIT. SEE POTHOLE E8. Cl CN PVC 2" 11.5" 13.5" c/) C2 CTV CONC DUCT 5"x16" 6" 22" C3 N/A N/A N/A N/A N/A UNABLE TO LOCATE. LU El POWER PVC 4" 21" 25" JOINT TRENCH WITH COMM CONDUIT. SEE POTHOLE Tl. N E2 POWER PVC (2) 4" 40" 44" JOINT TRENCH WITH COMM CONDUIT. SEE POTHOLE T4. E3 POWER PVC, D.B. (2)1/4", (2)1", 2", 3" 35" 47" POSSIBLE ADDITIONAL POWER AND COMM IN JOINT TRENCH. m E4 -E5 POWER PVC (2) 4" 24" 28" JOINT TRENCH WITH COMM CONDUIT. SEE POTHOLE T3. E7 POWER PVC (2)1", 2"1 6" 35" 51.5" POSSIBLE COMM LOCATED IN JOINT DUCT BANK. E8 POWER PVC 5/8", (2) 2", (2) 4" 34" 40" JOINT TRENCH WITH COMM CONDUIT. SEE POTHOLE T4. Wl WATER STEEL 8" 24" 32" W2 WATER STEEL 66" 38" 104" W3 WATER STEEL 54" 37" 91" W4 WATER STEEL 66" 30" 96" W5 WATER DUCTIL IRON 10" 79" 89" W6 WATER DUCTIL IRON 6" 36" 42" W7 WATER CAST IRON 8" 55" 63" W8 WATER CAST IRON 4" 48" 52" W9 WATER IRON/STEEL 4" 39" 43" W10 N/A N/A N/A N/A N/A UNABLE TO LOCATE. Si SEWER PVC 6" 45" 51" 52 SEWER CLAY 6" 52" 58" S3 SEWER CLAY 6" 54" 60" S4 SEWER CLAY 6" 46" 52" 55 SEWER CONC 8" 146" 152" S6 SEWER CONC 8" 69" 77" 57 SEWER CONC 8" 91" 99" S8 SEWER CLAY 12" 67" 79" G1 GAS STW 8" 41" 49" G2 GAS STW 8" 45" 53" G3 GAS PE 2" 47" 49" G4 GAS PE 4" 37" 41" G5 GAS PE 2" 30" 32" a G6 GAS STEEL CASED 2" 32" 34" G7 GAS STW 2" 34" 36" G8 GAS STW 2" 32" 34" 0 G9 GAS STW 2" 30" 32" G10 GAS STW 2" 36" 38" Gil GAS STW 2" 30" 32" E G12 GAS STW 2" 26" 28" G13 GAS STW 2" 26" 28" G20 GAS STW 2" 24" 26" G21 GAS STW 2" 31" 33" G22 GAS STW 8" 37" 45" E ED G23 GAS STW 8" 27" 35" E e G24 GAS STW 8" 21" 29" G25 N/A N/A N/A N/A N/A UNABLE TO LOCATE. E G26 GAS STW 8" 24" 32" G27 GAS STW 2" 21.5" 23.5" = G28 GAS STW 2" 25" 27" 3 G29 GAS PE 2" 27" 29" G30 GAS PE 2" 31" 33" G31 GAS PE 2" 29" 31" SOFT SURFACE, NO ASPHALT. G32 GAS STW 2" 42" 44" G33 GAS STW 2" 34" 36" G34 GAS STW 2" 46" 48" Al CTV/POWER PVC 211,311 33" 35" GROUNDWATER IN POTHOLE. POSSIBLE ADDITIONAL CONDUITS UNDERNEATH. RECOMMENDED FOR APPROVAL By A2 COMM CONIC DUCT 301140" 22" 32" JOSEPH FARAH A2-1 COMM CONIC DUCT 20'1 27" 48" SURFACE WATER UTILITYENGINEER A3 COM/TV/PWR PVC (2) 2"1 3" 28" 33" JOINT TRENCH COMM/TV/PWR S. at 4A POWER PVC 2" 36" 38" vy W Q of r 11' �¢°°E • As NOTED °"VERTII NAST °" e'"ss' CITY OF RENTON HILL UTILITY REPLACEMENT PROJECT STORM SYSTEM IMPROVEMENTS os/os/zon DESIGNEJE E'E`°"°°" Louis Berger ML RE \TO \ PAGE RAW ABG ONE INC" I °� N a °m R�'cts'rEgE° �w �{�T�V G7 BID SET MSG 05/05/2017 MSG "� IL �`gsrotvnt ���� �"°TE ACOOE"NOL. PlanningBuilding/Public Works Dept. POTHOLE SCHEDULE " VED a PMSG s"EE,: 8 OF 89 w /05/17 520 Pike St, Ste 1005, Seattle, WA 98101 206.453.1043 N0. REVISION BY DATE APPR S W P - 3 8 2 4 v N 00 N N d LU 0 m T, I i :AF N PARCEL: 7221 40—U230 CIM iyPF I (13 IYI I:-..,� TIM -237,59 RIM LU Lfi 35 v`oCE W c r {Sev(s CONC EI 6,J' FEE ) IF CN( W,I '� f10f 234 nV r F h !, ATN __ I ID _ 5 GE M.' ry 4'; / '� `. { o PiC 6Ei RIM -270,95 COL 266A,5 CONC N1 (3`(ONC S) (I< CONC W) (10CONC E) a E% NEW SEWER LINEI, SEE DWG S-4 r( NI) 2' PARCEL: 329470-0075 GENERAL NOTES 1. SEE GENERAL STORMWATER NOTES ON DWG G2. 2. SEE DETAIL 2 DWG SW15 FOR TYPICAL TRENCH CROSS SECTION. 3. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND POTHOLING ALL UTILITIES NOT PREVIOUSLY POTHOLED WITHIN EXCAVATION LIMITS, WHICH SHALL BE INCIDENTAL TO PIPE BID ITEMS. WHERE ADDITIONAL SITE SPECIFIC POTHOLING IS REQUIRED BY THE PLANS OR REQUESTED BY ENGINEER, IT SHALL BE PAID FOR BY "SITE SPECIFIC POTHOLING". 4. SOME SIDE SEWER SERVICES ON THIS DWG MAY BE ABANDONED. CONTRACTOR TO COORDINATE WITH CITY SEWER UTILITY TO CONFIRM LOCATIONS. SIDE SEWERS CONFIRMED TO BE ABANDONED DO NOT NEED TO BE POTHOLED. 5. SEE DWG SW17 AND SW18 FOR STORM STRUCTURE DATA. 6. SEE DWG G7 FOR UTILITY POTHOLE DATA. 7. FOR CLARITY, 5 -FT CONTOURS ARE SHOWN ON THIS SHEET. FOR 1 -FT CONTOURS, SEE TOPOGRAPHIC SURVEY DRAWINGS CONSTRUCTION NOTES CONSTRUCT APRON BEHIND CATCH BASIN USING ASPHALT WEDGE CURB PER DETAIL 3 ON DWG SW15. ASPHALT WEDGE CURB IS INCIDENTAL TO HMA BID ITEM. REMOVE AND REPLACE EXISTING CATCH BASIN. CONNECT TO EXISTING PIPE TO THE EAST. COREDRILL AND CONNECT NEW PIPE TO EXISTING SDMH. REMOVE EXISTING PIPES AS NEEDED TO MAKE CONNECTION. REMOVE AND REPLACE EXISTING CATCH BASIN. PLUG EXISTING PIPE. RESTORE WEDGE CURB PER DETAIL 3 ON DWG SW15. UNDERGROUND CABLE TV SHOWN IN BASEMAP. POTHOLER (APS) WAS UNABLE TO LOCATE WITH POTHOLE C3. CONTRACTOR TO LOCATE ANY UNDERGROUND CABLE TV IN THIS VICINITY AND PERFORM SITE SPECIFIC POTHOLE. PROTECT AND SUPPORT UTILITY CROSSING. PROTECT AND SUPPORT EXISTING UTILITY CROSSING. PROTECT AND SUPPORT EXISTING UTILITY CROSSING. INSTALL ETHAFOAM PAD FOR SEPARATION FROM NEW STORM. REPLACE EXISTING SURVEY MONUMENT. EXISTING UTILITY TO BE ABANDONED. REMOVE SECTION OF PIPE AS REQUIRED AND PLUG ENDS. NEW 8" WATER TO BE INSTALLED A MINIMUM OF 6 INCHES ABOVE NEW 12" STORM. REMOVE AND REPLACE EXISTING CATCH BASIN. CONNECT TO EXISTING 8" SD FROM E. CONTRACTOR TO INSTALL CONCRETE BLOCK PIPE ANCHORS PER COR STD PLAN 221.30 BETWEEN MH27 AND MH29. PIPE ANCHORS SHALL BE SPACED AT MAX 50—FT INTERVALS. CDF MAY BE SUBSTITUTED FOR CONCRETE. ,,,,,,,;,,,,,,,,,;,,,,,,,,,;,�I „ .I..I.. ..I.... ,,..a.....:.........:........ 4'FF"L1:1z,�,P P: ,,,,,::„I ....... .......'S—'13_ KEY PLAN ,,,,,,,;;,,,„,,;;,,,,,,,;;,,,,,j,,,,,,,,,1 „?:,,,,,,,,,, ,,,,,, „ „ ...... .... PPP, .5% ..... ......... ......... 230,,, ,,,,.19'iP8'0CPEP 5=0.SYJ,,,,,,,,,,, ,,,,,,;1::230:,,:1:,,:265::1: ...... 265 ”: 0:: „ :�r_._.:�:�:=.:4�__. _..- ..�f,:�:::�=:�:�:=.:�:..T.1. : 2�5 ...: .r.......... >� >.> ......... ...... _. ..... .............>. 0+00 1+00 2+00 3+00 PROFILE5 2.5 0 5 10 PROFILE RECOMMENDED FOR APPROVAL BY 1"=5' JOSEPH FARAH S 7TH ST. TO STA 1+65.30 Scale Feet S 7TH ST. STA 1+65.30 TO STA 3+29.68 SURFACE WATER UTILITYENGINEER HORZ SCALE: 1' 20' 20 10 0 20 40 HORZ SCALE: 1" 20' VERT SCALE: 1"=5' 1"=20' VERT SCALE: 1"=5' Grp Scale Feet Q of wns;�r CL' Dare E=ND CEAs NOTED DR -DNF �w9e9;ss, RENTON HILL UTILITY REPLACEMENT PROJECT 05/05/2017 ���"`" CITY OF • D" JTE /1 STORM SYSTEM IMPROVEMENTSFELDNOON PAGE 4 Louis Berger �WH JTE DNEFIT LINCH oAT M RENTON O RLi w BID SET MSG 05/05/2017 MSG CHEE�SW1 s�R � L PR"EDMew IF NOT ONE INCH Planni /13w1din /Public Works Dept. PLAN AND PROFILE, S 7TH ST, SHEET 1 OF 3 520 Pike St, Ste 1005, Sea81e, WA 98101 ' 206.453.1043 NO. REVISION BY DATE APPR aP SOPLE°xco"DiNOLY P P SHEEN: OE. /05/17 °`MSG 34 B9 S W P 3 13 2 4 III N 00 co N 1 T W D Im t JN ou F- D o zQ� N 0 L C, F3 lYl'f_ I ITIM TOF.B. E_ ,0 , 23(�"PVC w) w L � N vaQ� --------------------- '/l//li/ EDGE OF PAVEMENT (TYP) i 11 6 aM 20.6�AIR NEW 12" SD - (8"PV( 51 E LO W) - - - ------ _ _____________=__ ---------------------------------- --------- ---- 4+00 , S 7TH STREET 4+50 r 6± - 5+50 �S - No 59'20" W - 16 ft - :, - A 4 hIM0 " W Ytr r r e t; tr) --- W - W 0 - - -6 -- -- - ----- ------ ----- - - ------ ------ - - - - --- ---- - } ROW 700 RE:INION AVE: S PARCEL: j329470-0080 CB 1 YPE RIM 306.47 PLAN STORM SYSTEM IMPROVEMENTS SCALE: 1 "=20' 3 0.70' II Mo1N'0Ir_N7 ----------- ------ : 1 75 : r -Fco CSI t II -334AG C)N 1 S OC i 4 (12CONC W R ) EI NCHMARK C" 101 CENTER ti -T UE IIhE HYDh4Nl AT 1111- SOI- IlliAST CORTH R OF i 7111 IS 1 AND GRANC AVE f LEV41 ON -,341.68' I 'Al 564050-0130 =°�'/ s ■ NEW WATER LINE.; SEE DWGS W-12 AND -13 I EX SPEED BUMP 3 " ■ 6 - ----- ------------- SDCB3 4 U -- - W ------ W ---- w -- ---- 4 ■ SDO w N (D w I z C F - NEW SEWER LINE SEE DWG S-7 Q ■ 21 GENERAL NOTES 1. SEE GENERAL STORATER NOTES ON DWG G2. 2. SEE DETAIL 2 DWG S15 FOR TYPICAL TRENCH CROSS SECTION. 3. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND POTHOLING ALL UTILITIES NOT PREVIOUSLY POTHOLED WITHIN EXCAVATION LIMITS, WHICH SHALL BE INCIDENTAL TO PIPE BID ITEMS. WHERE ADDITIONAL SITE SPECIFIC POTHOLING IS REQUIRED BY THE PLANS OR REQUESTED BY ENGINEER, IT SHALL BE PAID FOR BY "SITE SPECIFIC POTHOLING". 4. SOME SIDE SEWER SERVICES ON THIS DWG MAY BE ABANDONED. CONTRACTOR TO COORDINATE WITH CITY SEWER UTILITY TO CONFIRM LOCATIONS. SIDE SEWERS CONFIRMED TO BE ABANDONED DO NOT NEED TO BE POTHOLED. 5. SEE DWG S17 AND SW18 FOR STORM STRUCTURE DATA. 6. SEE DWG G7 FOR UTILITY POTHOLE DATA. 7. NOTE THAT THIS BLOCK WAS NOT INCLUDED IN ORIGINAL BASE MAP SURVEY. SOME UTILITIES WERE LOCATED BASED ON OBSERVATIONS UPON COMPLETION OF PAINTING OF UTILITIES PRIOR TO ANY WORK ON THIS BLOCK CONTRACTOR SHALL PERFORM A SITE VISIT WITH CITY INSPECTOR TO IDENTIFY IF ANY NEW UTILITIES ARE FOUND. CONSTRUCTION NOTES (DDEPTH OF EXISTING UTILITY UNKNOWN. CONTRACTOR TO POTHOLE PRIOR TO START OF WORK AND PROTECT AND PROVIDE SUPPORT DURING CONSTRUCTION AS NECESSARY. 2 PROTECT AND SUPPORT EXISTING UTILITY CROSSING. O PROTECT/RECONSTRUCT EXISTING SPEED BUMP. ® EXISTING 8" HIGH PRESSURE GAS. CONTRACTOR TO PROTECT AND PROVIDE TEMPORARY SUPPORT DURING CONSTRUCTION. USE EXTREME CAUTION DUE TO SAFETY HAZARD. 5 PROTECT AND SUPPORT EXISTING UTILITY CROSSING. INSTALL ETHAFOAM PAD BETWEEN SEWER AND NEW STORM. 6 RESTORE RAISED EDGE AT CORNER PER DETAIL 3 ON DWG S15. ASPHALT WEDGE CURB IS INCIDENTAL TO HMA BID ITEM. """ "4.""":""""."" E ......""" cij ;;;;;;,, ,,,,,,,,, ,,,,,,,,, ,,,,,, 1,,,,,,,,,,,,,, "" ...........:................:................:................:................:................:................:................:................:.......... 10 :.,.,.■,,.,.,.:,.,.,.,.,.,.,.,.:,.,.,.,.,.,.,.,.:,.,.,.■,,.,.,.:,.,.,.,.,.,.,.,.:,.,.,.,.,.,.,.,.:""""""""":""""""""":"" ':: :"" ::::::: :::■1111 SIDE SEWER. SEE STORM WATER NOTE 4 O °,,00�N" "�;0 7 POTHOLE .,,.,,.,.,.q...............q,,.,.,.,.,.,.,.q,,.,.,.,.,.,.,.q,,.,.,.,.,.,.,.q,,.,.,.,.,.,.,.q,,.,.,.,.,.,.,.q,,.,.,.,.,.,.,.p,,.,.,.,.,.,.,.p,,.,.,.,.,.:,.,.■,.,.,.,.q,,.,.,.,.,.,.,.q,,.,.,.,.,.,.,.q,,.,.■,.,.,.,.q,,.,.,.,.,.,.,.q,,.,., �" :."":::""""..� "�"...,�".":::""::."� ."""""""""""...." ".�"." """" """.�.,�""""""""""."""" ."" DWG G2. iC)a .�.�"""! :�" �.Q:"""""""""" """�, .� ". M.""".""""... """""""":. " TYPE 1 C �. J 7 8 REPLACE EXISTING C WITH NEW 330::.:....::::.........:::.........:::.........:::.........:::.........:::.........:::.........:::.........:::.. .. .,.:■:..;: ::330:,.,.:;:,,,350:: :,,:■:..;: :,,,........:,,,..,.,.; :""":R1M.El : :66 " ._.µo." ="cv ,. """:::""::N:.I: :""""""":..."■:"": 350 ., ,,, q", p,.. ■,. :. : " IE': ".'66':"12 :'S:..":...."....�. 1111.. ". :." :1111 1111. • , . `�':":': , , ,■,.. .,. 1111, " " .". 1111 1111.., 1111.., 1111.., 1111.., 1111.., 1111.., 1111.., 1111.., " ,. 1111,,, 1111,.. ,. 1111.., 1111.., ".. "� ." ..sa 1111 ". ". .....X 11:11 sa �* .• "2 " : 9 PLUG PIPE AND ABANDON. "�.... 1111 1111 ::::......:::.......:::.......:::.......:::.......:::.......:::.......::� a%::,.: ;.. 1111,.. 1111.., ,. .. 1111.,, 1111.,, 1111... ." .L,�.�.L�L" ..u�":".:::""::"" .." 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E_ ,0 , 23(�"PVC w) w L � N vaQ� --------------------- '/l//li/ EDGE OF PAVEMENT (TYP) i 11 6 aM 20.6�AIR NEW 12" SD - (8"PV( 51 E LO W) - - - ------ _ _____________=__ ---------------------------------- --------- ---- 4+00 , S 7TH STREET 4+50 r 6± - 5+50 �S - No 59'20" W - 16 ft - :, - A 4 hIM0 " W Ytr r r e t; tr) --- W - W 0 - - -6 -- -- - ----- ------ ----- - - ------ ------ - - - - --- ---- - } ROW 700 RE:INION AVE: S PARCEL: j329470-0080 CB 1 YPE RIM 306.47 PLAN STORM SYSTEM IMPROVEMENTS SCALE: 1 "=20' 3 0.70' II Mo1N'0Ir_N7 ----------- ------ : 1 75 : r -Fco CSI t II -334AG C)N 1 S OC i 4 (12CONC W R ) EI NCHMARK C" 101 CENTER ti -T UE IIhE HYDh4Nl AT 1111- SOI- IlliAST CORTH R OF i 7111 IS 1 AND GRANC AVE f LEV41 ON -,341.68' I 'Al 564050-0130 =°�'/ s ■ NEW WATER LINE.; SEE DWGS W-12 AND -13 I EX SPEED BUMP 3 " ■ 6 - ----- ------------- SDCB3 4 U -- - W ------ W ---- w -- ---- 4 ■ SDO w N (D w I z C F - NEW SEWER LINE SEE DWG S-7 Q ■ 21 GENERAL NOTES 1. SEE GENERAL STORATER NOTES ON DWG G2. 2. SEE DETAIL 2 DWG S15 FOR TYPICAL TRENCH CROSS SECTION. 3. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND POTHOLING ALL UTILITIES NOT PREVIOUSLY POTHOLED WITHIN EXCAVATION LIMITS, WHICH SHALL BE INCIDENTAL TO PIPE BID ITEMS. WHERE ADDITIONAL SITE SPECIFIC POTHOLING IS REQUIRED BY THE PLANS OR REQUESTED BY ENGINEER, IT SHALL BE PAID FOR BY "SITE SPECIFIC POTHOLING". 4. SOME SIDE SEWER SERVICES ON THIS DWG MAY BE ABANDONED. CONTRACTOR TO COORDINATE WITH CITY SEWER UTILITY TO CONFIRM LOCATIONS. SIDE SEWERS CONFIRMED TO BE ABANDONED DO NOT NEED TO BE POTHOLED. 5. SEE DWG S17 AND SW18 FOR STORM STRUCTURE DATA. 6. SEE DWG G7 FOR UTILITY POTHOLE DATA. 7. NOTE THAT THIS BLOCK WAS NOT INCLUDED IN ORIGINAL BASE MAP SURVEY. SOME UTILITIES WERE LOCATED BASED ON OBSERVATIONS UPON COMPLETION OF PAINTING OF UTILITIES PRIOR TO ANY WORK ON THIS BLOCK CONTRACTOR SHALL PERFORM A SITE VISIT WITH CITY INSPECTOR TO IDENTIFY IF ANY NEW UTILITIES ARE FOUND. CONSTRUCTION NOTES (DDEPTH OF EXISTING UTILITY UNKNOWN. CONTRACTOR TO POTHOLE PRIOR TO START OF WORK AND PROTECT AND PROVIDE SUPPORT DURING CONSTRUCTION AS NECESSARY. 2 PROTECT AND SUPPORT EXISTING UTILITY CROSSING. O PROTECT/RECONSTRUCT EXISTING SPEED BUMP. ® EXISTING 8" HIGH PRESSURE GAS. CONTRACTOR TO PROTECT AND PROVIDE TEMPORARY SUPPORT DURING CONSTRUCTION. USE EXTREME CAUTION DUE TO SAFETY HAZARD. 5 PROTECT AND SUPPORT EXISTING UTILITY CROSSING. INSTALL ETHAFOAM PAD BETWEEN SEWER AND NEW STORM. 6 RESTORE RAISED EDGE AT CORNER PER DETAIL 3 ON DWG S15. ASPHALT WEDGE CURB IS INCIDENTAL TO HMA BID ITEM. """ "4.""":""""."" 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" " "SD X 125% " " :: 315 4+00 5+00 6+00 7+00 PROFILE PROFILE1 5 2.5 0 "=5' 5 10 S 7TH STREET STA 3+29.68 TO STA 5+29.68 S 7TH STREET STA 5+29.68 TO STA 7+29.68 Scale Feet HORZ SCALE: 1"=20' HORZ SCALE: 1"=20' 20 10 0 20 40 VERT SCALE: 1"=5' VERT SCALE: 1"=5' 1 "=20' Scale Feet WA.S'j�J SURVEYED: SCALE: DATE: HORIZONTAL: NAD 11983/1991 �® RENTON HILL UTILITY REPLACEMENT PROJECT 02/24/2017 v� ® DESIGNED: AS NOTED�� CITY OF DeooK: JTE STORM SYSTEM IMPROVEMENTS DRAWN RENTON PAGE p 4 • _ JfE DNE wcH DATUM DRAWING No: AT EDLL SCALE S 2 y Vo gGrS gg�97 Louis BID SET MSG 02/24/2017 MSG CHECKED: `S'r0NAL g�G� Maw IF NOT ONE INCH Planning/Building/Public Works Dept. PLAN AND PROFILE, S 7TH ST, SHEET 2 OF 3 520 Pike St, Ste 1005, Seattle, WA 98101 •206.453.1043 NO. REVISION BY DATE APPR APPROVED SCALE ACCORDINGLY SHEET 35 OFMSG 89 S W P- 3 8 2 4 au 4 Louis Berger ���'�'�o�ALERI�W /05/ 17 �. w 520 Pike St, Ste 1005, Seattle, WA 98101 -206.453.1043 5 2.5 0 5 10 1"=5' Scale Feet 20 10 0 20 40 1"=20' Scale Feet PROFILE RECOMMENDED FOR APPROVAL BY S 7TH STREET STA 7+29.68 TO END. HORZ SCALE: 1"=20' VERT SCALE: 1"=5' BID SET N0. REVISION SURVEYED DESIGNED TE AWN. JTE MSc CHECKEDMew BY DATE APPR ^PPR°EFMsc ELLEVERTIAS NOTED °R`°NTEL N�9°9e°i'9s' a® CITY OF ML RENTON ITOLL E� 11 DATUM sIF N T ONE INCH H Planning/13w1ding/Public Works Dept. JOSEPH FARAH SURFACE WATER UTILITYENGINEER � l�1 DTE RENTON HILL UTILITY REPLACEMENT PROJECT 05/05/2017 STORM SYSTEM IMPROVEMENTS "E`°BOOK D�ING NO PLAN AND PROFILE, S 7TH ST, SHEET 3 OF 3 SW3 SHEET: OF'. 36 69 S W P 3 8 2 4 LU In m D 0 �a a� NEW SEWER LINE SEE DWG S-5— NEW -5— NEW WATER LINE SEE DWG W-5 NO EVIOINUME N I FOUND CAI MI ATED E O SITION N:'I75227.0928 E: 1302293.990E (roc=001 G34 S5 IE 91 ©(R cONC N) If 9943(1 cONC I_) tl e 5 CF F,306,49 6 i4E1 (OG ^99.38 rv,95 1 BIM 5088 (12" c ONc F) ' IF:306,44 (12' CONC VO E �n N BTM: 306.19 Jo PLAN STORM SYSTEM IMPROVEMENTS SCALE: 1"=20' EDGE OF PAVEMENT (TYP) 1+50 IYPe I 327.36% I BEL ow n SPHAI N: 17 1A ,26,51 � E; 130 1 RF N(IWARK FJJJA tt AT FIE NORTH SI COR NER OF S' 91h AVF AND GRANT AVF ,Sm a� aN I DENC co w C7 ,ON THIfIENLY MOS! BONIVII HNIT OF FIRE HYDRANT AI IEE ' o ILU —\\ � NOHTHrA41 CORNER OF S 9111 Iw AVE AND RENTON ION AVE i Z 2+50 NE 12°- PPP E:I_f_VA]I01V 101 F3' _ x U RIM i4 ,i5 CR S TYPE I PARCEL SIdH RIM =30 .66 329470-01119' 2947001118' _O 7, II 300.26(ft"PVC S) FV(C VW) 6 V� PP (N) ,.. 000 Soe &1 IE 91 ©(R cONC N) If 9943(1 cONC I_) tl e 5 CF F,306,49 6 i4E1 (OG ^99.38 rv,95 1 BIM 5088 (12" c ONc F) ' IF:306,44 (12' CONC VO E �n N BTM: 306.19 Jo PLAN STORM SYSTEM IMPROVEMENTS SCALE: 1"=20' EDGE OF PAVEMENT (TYP) 1+50 IYPe I 327.36% I BEL ow n SPHAI N: 17 1A ,26,51 E; 130 1 RF N(IWARK FJJJA IOP CI N1}H 801 I 01 RRT HIDRM, AT FIE NORTH SI COR NER OF S' 91h AVF AND GRANT AVF ,Sm ELEVATION 149 S9'• I co C7 ' o ILU —\\ � Iw Z 2+50 NE 12°- PPP _ U RIM i4 ,i5 CPGf T,)/I 05 • Q (1 wNc n1Dey E) GENERAL NOTES 1. SEE GENERAL STORMWATER NOTES ON DWG G2. 2. SEE DETAIL 2 ON DWG SW15 FOR TYPICAL TRENCH CROSS SECTION. 3. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND POTHOLING ALL UTILITIES NOT PREVIOUSLY POTHOLED WITHIN EXCAVATION LIMITS, WHICH SHALL BE INCIDENTAL TO PIPE BID ITEMS. WHERE ADDITIONAL SITE SPECIFIC POTHOLING IS REQUIRED BY THE PLANS OR REQUESTED BY ENGINEER, IT SHALL BE PAID FOR BY "SITE SPECIFIC POTHOLING". 4. SEE DWG SW17 AND SW18 FOR STORM STRUCTURE DATA. 5. SEE DWG G7 FOR UTILITY POTHOLE DATA. 6. FOR CLARITY, 5—FT CONTOURS ARE SHOWN ON THIS SHEET. FOR 1—FT CONTOURS, SEE TOPOGRAPHIC SURVEY DRAWINGS (V1—V20 DRAWINGS). CONSTRUCTION NOTES CONSTRUCT APRON BEHIND CATCH BASIN USING ASPHALT WEDGE CURB PER DETAIL 3 ON DWG SW15. ASPHALT WEDGE CURB IS INCIDENTAL TO HMA BID ITEM. REMOVE AND REPLACE EXISTING CATCH BASIN. COREDRILL AND CONNECT NEW PIPE TO EXISTING CB. PLUG EXISTING PIPE. ABANDON EXISTING STORM MH PER THE PROJECT SPECIAL PROVISIONS. INCIDENTAL TO NEW STORM DRAIN PIPE. PROTECT AND SUPPORT EXISTING UTILITY CROSSING. SEE GENERAL STORMWATER NOTE 4 ON DWG G2. REMOVE AND REPLACE APPROXIMATELY 52 LF 8" SO WITH 12" SO. REMOVE AND REPLACE APPROXIMATELY 46 LF 12" SO. PLACE APPROXIMATELY 1 CY HAND -PLACED RIP RAP AT OUTFALL PER WSDOT STD SPEC 9-13.2. RIP RAP SHALL BE INCIDENTAL TO STORM DRAIN PIPE. PORTION OF GAS BETWEEN APPROXIMATELY SDCB42 AND SDMH30 TO BE RELOCATED BY OTHERS. REMOVE AND REPLACE EXISTING CB. CONNECT TO EXISTING SO FROM NORTH. CONTRACTOR TO INSTALL CONCRETE BLOCK PIPE ANCHORS PER COR STD PLAN 221.30 BETWEEN MH32 AND MH33. PIPE ANCHORS SHALL BE SPACED AT MAX 50 -FT INTERVALS. CDF MAY BE SUBSTITUTED FOR CONCRETE. S 9TH ST. TO STA 1+38.52 HORZ SCALE: 1"=20' �y S. at VERT SCALE: 1"=5' Q+F11 °H rraRCIAA au 4 Louis Berger 0��'1'�oIVALERS�W w /05/ 17 520 Pike St, Ste 1005, Seattle, WA 98101 -206.453.1043 I c lc E ABG BID SET MSG 05/05/2017 MSG RF= "MEW N0. REVISION BY DATE APPR ^PPIG' D c S 9TH ST. STA 1+38.52 TO STA 2+84.98 HORZ SCALE: 1"=20' VERT SCALE: 1"-5' AS NOTED °R`°"T 98'%1991 a® CITY OF ME 11 ML RENTON aN"LLLE� DATUM S�E T GN"E IH Planning/13w1ding/Public Works Dept. JOSEPH FARAH SURFACE WATER UTILITYENGINEER � l�1 RENTON HILL UTILITY REPLACEMENT PROJECT 05/05/2017 STORM SYSTEM IMPROVEMENTS ""°BOOK PAGE PLAN AND PROFILE, S 9TH ST, SHEET 1 OF 3 "�SW4 SHEET: OF'. 37 89 S W P 3 8 2 4 v N 00 ch N CL Lu 0 m MATCHLINE - SEE DWG SW9 ,,Nil c7 Ivl IEEIIIIIII� ` rr 1i . ' -360 94(� - CONN E) 1 u - — IA #1 45 \ ?� IF 360 74(1 - CONN N) IF iShJ ( C6Nr E)' . Ir 36064(1 CONC W) ' • IE i A S (17 CONN 4) HO 159 a4 f f 81S(7 ..ADS W) CI3 TYPE I UO $ I-357 --. ^" '` p S H (p( ), �? k'I. RIM -M149 I z:^, N , NEW SEWER LINE 3 OJ 3e1 n9(4 .oNc E,) 7" 32eaio Eaz31 V CB Ivrl I ,SEE DWG Sig I u ai jN(1 coNc ) \ w - Pn\EC hIM it z ov ? rlo r=,?ryl9(1 _- coNc mq > F3B M I- II 3 P 5917 PVC N1 ay ••" ).59 �\ Q IIII\4 -35h 76 ` 329470-0302 IE 7 H ,J(f11VIDfR f N�) \'% n i \-ihi� Lu 13 ^--..-_--_ ( s r:) u. r,�,.1 e(1a raNc °)` r \¢ CN SAlvlli y EDGE OF PAVEMENT TYP II. 3, 41 I2 AP_ \ ,'V IF 3 i 12 CONN W) 30F 35809 - 14 / r mu : Lazo RON I ENCS-, 2 � 6 15 z 14 06-35e 15 C7 .- r oN crzw C7v3 2 Nr N. c 1 e rcio . c LL LL V GENERAL NOTES 1. SEE GENERAL STORMWATER NOTES ON DWG G2. 2. SEE DETAIL 2 ON DWG SW15 FOR TYPICAL TRENCH CROSS SECTION. 3. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND POTHOLING ALL UTILITIES NOT PREVIOUSLY POTHOLED WITHIN EXCAVATION LIMITS WHICH SHALL BE INCIDENTAL TO PIPE BID ITEMS. WHERE ADDITIONAL SITE SPECIFIC POTHOLING IS REQUIRED BY THE PLANS OR REQUESTED BY ENGINEER, IT SHALL BE PAID FOR BY "SITE SPECIFIC POTHOLING". 4. SEE DWG SW17 AND SW18 FOR STORM STRUCTURE DATA. 5. SEE DWG G7 FOR UTILITY POTHOLE DATA. CONSTRUCTION NOTES O1 DEPTH OF EXISTING UTILITY UNKNOWN. CONTRACTOR TO POTHOLE PRIOR TO START OF WORK AND PROTECT AND PROVIDE SUPPORT DURING CONSTRUCTION AS NECESSARY. (2)PLUG PIPE AND ABANDON. O3 ABANDON EXISTING STORM MH PER THE PROJECT SPECIAL PROVISIONS. INCIDENTAL TO NEW STORM DRAIN PIPE. ® EXISTING STORM LATERAL TO REMAIN. O EXISTING GAS LINE TO BE RELOCATED BY PSE. © CONSTRUCT APRON BEHIND CATCH BASIN USING ASPHALT WEDGE CURB PER DETAIL 3 ON DWG SW15. ASPHALT WEDGE CURB IS INCIDENTAL TO HMA BID ITEM. O7 RESTORE RAISED EDGE AT CORNER PER DETAIL 3 ON DWG SW15. ASPHALT WEDGE CURB IS INCIDENTAL TO HMA BID ITEM. LU N In m /°rM1 Je. PARCEL: 329470-0381 CIE IT IM 37",43 IF =.P0.0 3(61 AI)5 E) If =369.93(12 CLAY W;) 301 =369.43 m I I IJ IN -373.31 (OC 357 91 (EP4CN&S) SIMILE E & W) F, CFS A » "5:20 PARCEL 329470-0441 Q Vt 11 SEE DWG W-16 OF TYPE I I RIM =,37 .00 11:---366.20(8"GONG NE) IE=360.00(8" CON W) PLAN STORM SYSTEM IMPROVEMENTS SCALE: 1"=20' KEY PLAN PROFILE S 9TH STREET STA 6+84.98 TO END HORZ SCALE: 1"=20' S. VERT SCALE: 1"=5' Grp, VER rras r��4 E "R.oTI CITY ;. E8 AS NOTED °`"°°1983/1991 s® loll 1 OF . • DESIGNED JTE ML R •�-Y!�TIT �TI PWS 4 - Louis Berger RPW91. JTE "HE INCH �{/r L1V 1W1 \ 101 .r S,rERwq �w BID SET MSG 05/05/2017 MSG HEEHEDmewSSEFFAT F 'LL�• IF NOT ONE INCH Planni /13w1din /Public Works Dept. 520 Peke St, Ste 1005, Seattle, WA 98101 ' 206.453.1043 NO. REVISION BY DATE APPR 11Pre SCALE xCORDINsIFr P 7T /D5/17 PMSG GENERAL NOTES 1. SEE GENERAL STORMWATER NOTES ON DWG G2. 2. SEE DETAIL 2 ON DWG SW15 FOR TYPICAL TRENCH CROSS SECTION. 3. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND POTHOLING ALL UTILITIES NOT PREVIOUSLY POTHOLED WITHIN EXCAVATION LIMITS, WHICH SHALL BE INCIDENTAL TO PIPE BID ITEMS. WHERE ADDITIONAL SITE SPECIFIC POTHOLING IS REQUIRED BY THE PLANS OR REQUESTED BY ENGINEER, IT SHALL BE PAID FOR BY "SITE SPECIFIC POTHOLING". 4. SEE DWG SW17 AND SW18 FOR STORM STRUCTURE DATA. 5. SEE DWG G7 FOR UTILITY POTHOLE DATA. CONSTRUCTION NOTES O1 DEPTH OF EXISTING WATER UNKNOWN. SEE STORM WATER NOTE 5 ON G2. (2)PLUG PIPE AT UPSTREAM END. KEEP THE REST OF THE PIPE IN SERVICE. OEXISTING STORM LATERAL TO REMAIN. ®EXISTING GAS LINE TO BE RELOCATED BY PSE. (5)CONSTRUCT APRON BEHIND CATCH BASIN USING ASPHALT WEDGE CURB PER DETAIL 3 ON DWG SW15. ASPHALT WEDGE CURB IS INCIDENTAL TO HMA BID ITEM. ©EXISTING CLAY PIPE IS COLLAPSED. REMOVE APPROX 5 LF PIPE. PLUG AND ABANDON EXPOSED PIPE ENDS. O7 POTHOLE SEWER. FIELD ADJUST LOCATION IF REQUIRED BY ENGINEER TO PROVIDE MORE HORIZONTAL CLEARANCE FROM EXISTING SEWER. ®PIPE TO BE CONSTRUCTED AFTER NEW WATER ON JONES AVE S IS ACTIVE. CUT AND CAP EXISTING WATER LINE. O9 PROTECT AND SUPPORT EXISTING UTILITY CROSSING. 10 REMOVE AND REPLACE EXISTING CATCH BASIN. PLUG AND ABANDON EXISTING 8" PIPE TO EAST. PLUG PIPE TO WEST. 11 REMOVE AND REPLACE CATCH BASIN. PLUG AND ABANDON PIPE TO WEST. CONNECT TO OTHER INFLOW PIPES. 12 SDCB5 IS A CONCRETE INLET. PROVIDE KNOCKOUT FOR FUTURE 6" CONNECTION FROM NORTH. IE OF KNOCKOUT 379.1. 13 SEE GENERAL NOTE 10 ON DWG G2. 5 2.5 0 5 10 1"=5' Scale Feet 20 10 0 20 40 1"=20' Scale Feet RECOMMENDED FOR APPROVAL BY JOSEPH FARAH SURFACE WATER UTILITYENGINEER � l�1 RENTON HILL UTILITY REPLACEMENT PROJECT 05/05/2017 STORM SYSTEM IMPROVEMENTS FELDBOOF DRCYSNG NO PLAN AND PROFILE, S 9TH ST, SHEET 3 OF 3 SW6 SHEET: OF 3989 S W P 3 8 2 4 r n-�=-se0,84(12"CONC E) 1 E, N) N) IE=360.64(12"CONC N) • Ivor•=359.84 _... _- CB TYPE I RIM -,36_3 49 IE 361 49(8`1ONC s) • If i61 49(4"CONC E) IE=361.39(6"CONC N) IE-J61,29(12'CONC E) • I IF- 361.19(12"CONC W) • IRAF 361099 14,20 'S PARCEL j59.15 329470-03 3 LID NC N IE A N) SE) N ,� IT 1 p L . /°rM1 Je. PARCEL: 329470-0381 CIE IT IM 37",43 IF =.P0.0 3(61 AI)5 E) If =369.93(12 CLAY W;) 301 =369.43 m I I IJ IN -373.31 (OC 357 91 (EP4CN&S) SIMILE E & W) F, CFS A » "5:20 PARCEL 329470-0441 Q Vt 11 SEE DWG W-16 OF TYPE I I RIM =,37 .00 11:---366.20(8"GONG NE) IE=360.00(8" CON W) PLAN STORM SYSTEM IMPROVEMENTS SCALE: 1"=20' KEY PLAN PROFILE S 9TH STREET STA 6+84.98 TO END HORZ SCALE: 1"=20' S. VERT SCALE: 1"=5' Grp, VER rras r��4 E "R.oTI CITY ;. E8 AS NOTED °`"°°1983/1991 s® loll 1 OF . • DESIGNED JTE ML R •�-Y!�TIT �TI PWS 4 - Louis Berger RPW91. JTE "HE INCH �{/r L1V 1W1 \ 101 .r S,rERwq �w BID SET MSG 05/05/2017 MSG HEEHEDmewSSEFFAT F 'LL�• IF NOT ONE INCH Planni /13w1din /Public Works Dept. 520 Peke St, Ste 1005, Seattle, WA 98101 ' 206.453.1043 NO. REVISION BY DATE APPR 11Pre SCALE xCORDINsIFr P 7T /D5/17 PMSG GENERAL NOTES 1. SEE GENERAL STORMWATER NOTES ON DWG G2. 2. SEE DETAIL 2 ON DWG SW15 FOR TYPICAL TRENCH CROSS SECTION. 3. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND POTHOLING ALL UTILITIES NOT PREVIOUSLY POTHOLED WITHIN EXCAVATION LIMITS, WHICH SHALL BE INCIDENTAL TO PIPE BID ITEMS. WHERE ADDITIONAL SITE SPECIFIC POTHOLING IS REQUIRED BY THE PLANS OR REQUESTED BY ENGINEER, IT SHALL BE PAID FOR BY "SITE SPECIFIC POTHOLING". 4. SEE DWG SW17 AND SW18 FOR STORM STRUCTURE DATA. 5. SEE DWG G7 FOR UTILITY POTHOLE DATA. CONSTRUCTION NOTES O1 DEPTH OF EXISTING WATER UNKNOWN. SEE STORM WATER NOTE 5 ON G2. (2)PLUG PIPE AT UPSTREAM END. KEEP THE REST OF THE PIPE IN SERVICE. OEXISTING STORM LATERAL TO REMAIN. ®EXISTING GAS LINE TO BE RELOCATED BY PSE. (5)CONSTRUCT APRON BEHIND CATCH BASIN USING ASPHALT WEDGE CURB PER DETAIL 3 ON DWG SW15. ASPHALT WEDGE CURB IS INCIDENTAL TO HMA BID ITEM. ©EXISTING CLAY PIPE IS COLLAPSED. REMOVE APPROX 5 LF PIPE. PLUG AND ABANDON EXPOSED PIPE ENDS. O7 POTHOLE SEWER. FIELD ADJUST LOCATION IF REQUIRED BY ENGINEER TO PROVIDE MORE HORIZONTAL CLEARANCE FROM EXISTING SEWER. ®PIPE TO BE CONSTRUCTED AFTER NEW WATER ON JONES AVE S IS ACTIVE. CUT AND CAP EXISTING WATER LINE. O9 PROTECT AND SUPPORT EXISTING UTILITY CROSSING. 10 REMOVE AND REPLACE EXISTING CATCH BASIN. PLUG AND ABANDON EXISTING 8" PIPE TO EAST. PLUG PIPE TO WEST. 11 REMOVE AND REPLACE CATCH BASIN. PLUG AND ABANDON PIPE TO WEST. CONNECT TO OTHER INFLOW PIPES. 12 SDCB5 IS A CONCRETE INLET. PROVIDE KNOCKOUT FOR FUTURE 6" CONNECTION FROM NORTH. IE OF KNOCKOUT 379.1. 13 SEE GENERAL NOTE 10 ON DWG G2. 5 2.5 0 5 10 1"=5' Scale Feet 20 10 0 20 40 1"=20' Scale Feet RECOMMENDED FOR APPROVAL BY JOSEPH FARAH SURFACE WATER UTILITYENGINEER � l�1 RENTON HILL UTILITY REPLACEMENT PROJECT 05/05/2017 STORM SYSTEM IMPROVEMENTS FELDBOOF DRCYSNG NO PLAN AND PROFILE, S 9TH ST, SHEET 3 OF 3 SW6 SHEET: OF 3989 S W P 3 8 2 4 H Lu N 0 m CR nPE I - RIM IM 6 3.3 o- ,5701(8 CONC E) 11 156.83(78 CONC W) NOT i56 83 NO MONUMENT FOUND CALCULATED POSITION N: 174686.4381 E:1302920.2117 CB TYPE I cud 562.99 IF -361,29(6 ' VC SW) IE=36129(6'CONC NE) I1,=361.19(8"ADS SE) IE=359.59(12'COIVC W) 559.59(12"CONC N) E31 NCIIMMI ',.1" 101' C N IER E301 1 OF FIRE IiYDNANT AT ON➢9 AST END OF HIGH AVE 5 1 I EVA11oN 367.30' EDGE OF PAVEMENT (TYP) W_ PARCEL 39470-0400 NEW WATER LINE SEE DWG W-10 +50 927 6 .. 9 i — x1M=364.&8 � CC FYPE E l COC 35LE,3 RIM-JFFJ 56 (h fl C ONC N s OF IE C P, TYPE 1 (A CONC E 4 OF IL-,3E0.2E(1L RIM362 60 11 3 61(6"CONE W) 11=360.50(1 CONC N) 130T=3h1 96 Lor ,so,o - NEW SEWER LINE 14 SEE DWG S-10,7— 3 +50 927 6 .. 9 i V CC FYPE E l RIM-JFFJ 56 CU TYPE I IE 560 i6(1 C ONC IV) RIM =364.56 IL-,3E0.2E(1L CONC OF ACE S PARCEL: 329470-0392 IiC PLAN STORM SYSTEM IMPROVEMENTS SCALE: 1 "=20' '2' �470 028E S CR TYPE I RIM -7C4,19 11 363.19(E CONC E) If 36'3.09(5 COIVC S) 11 , ih2.H 1(E "CONC W) (PIPE f I CICCFD N) RCT S62A9 3 , c CR E. S PARCEL: 329470-0391 co co 0 7 .x,.. _.I__. i■ w 1 w cn Lu ' z .I U ' H CH RIM IF - IE -j E "O'i I KEY PLAN GENERAL NOTES 1. SEE GENERAL STORMWATER NOTES ON DWG G2. 2. SEE DETAIL 2 ON DWG SW15 FOR TYPICAL TRENCH CROSS SECTION. 3. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND POTHOLING ALL UTILITIES NOT PREVIOUSLY POTHOLED WITHIN EXCAVATION LIMITS, WHICH SHALL BE INCIDENTAL TO PIPE BID ITEMS. WHERE ADDITIONAL SITE SPECIFIC POTHOLING IS REQUIRED BY THE PLANS OR REQUESTED BY ENGINEER, IT SHALL BE PAID FOR BY "SITE SPECIFIC POTHOLING". 4. EXISTING STORM DRAIN ON EAST SIDE OF HIGH AVE S, WHERE MULTIPLE LATERALS CURRENTLY CONNECT, IS NOT SHOWN IN BASEMAP. NOTE THAT THE NEW STORM SYSTEM MAY REQUIRE THE REMOVAL OF EXTENSIVE PORTIONS OF THIS PIPE AND THE RECONNECTION OF THE LATERALS AS REQUIRED ON THIS SHEET. 5. SEE DWG SW17 AND SW18 FOR STORM STRUCTURE DATA. 6. SEE DWG G7 FOR UTILITY POTHOLE DATA. CONSTRUCTION NOTES O REMOVE AND REPLACE EXISTING CATCH BASIN. PLUG EXISTING PIPE TO NORTH. O2 REMOVE AND REPLACE CATCH BASIN. CONNECT TO EXISTING 6" SO TO EAST AND EXTEND 6" SO TO NEW SDMH. REGRADE AND PAVE DRIVEWAY ENTRANCE TO SLOPE TOWARD NEW HIGH AVE S GUTTER LINE. O EXTEND 6" OR 8" LATERAL TO CONNECT TO NEW 12" STORM WITH 12"x8" OR 12"x6" PPP TEE. INSTALL CLEANOUT PER DETAIL 4 ON DWG SW15. REMOVE EXISTING STORM LATERAL AS NEEDED. ® GAS LINE TO BE RELOCATED BY PSE. (5)EXISTING CENTURYLINK CONDUIT RUNS PARALLEL TO NEW STORM FROM APPROX STA 0+80 TO STA 3+00. CONTRACTOR TO FIELD VERIFY AND LOCATE. ANY CONFLICTS SHALL BE RESOLVED WITH CENTURYLINK. CONTACT TOM BROWN, (206) 799-2989. O SENTRY BOX WITH UNDERGROUND CENTURYLINK LINE IN VICINITY. PROTECT AND MAINTAIN SERVICE DURING CONSTRUCTION. CONTRACTOR TO FIELD VERIFY LOCATIONS CU TYPE I RIM =364.56 11 3 61(6"CONE W) 130T=3h1 96 ROW 3 rnl PARCEL 329470-0390 PLAN STORM SYSTEM IMPROVEMENTS SCALE: 1 "=20' '2' �470 028E S CR TYPE I RIM -7C4,19 11 363.19(E CONC E) If 36'3.09(5 COIVC S) 11 , ih2.H 1(E "CONC W) (PIPE f I CICCFD N) RCT S62A9 3 , c CR E. S PARCEL: 329470-0391 co co 0 7 .x,.. _.I__. i■ w 1 w cn Lu ' z .I U ' H CH RIM IF - IE -j E "O'i I KEY PLAN GENERAL NOTES 1. SEE GENERAL STORMWATER NOTES ON DWG G2. 2. SEE DETAIL 2 ON DWG SW15 FOR TYPICAL TRENCH CROSS SECTION. 3. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND POTHOLING ALL UTILITIES NOT PREVIOUSLY POTHOLED WITHIN EXCAVATION LIMITS, WHICH SHALL BE INCIDENTAL TO PIPE BID ITEMS. WHERE ADDITIONAL SITE SPECIFIC POTHOLING IS REQUIRED BY THE PLANS OR REQUESTED BY ENGINEER, IT SHALL BE PAID FOR BY "SITE SPECIFIC POTHOLING". 4. EXISTING STORM DRAIN ON EAST SIDE OF HIGH AVE S, WHERE MULTIPLE LATERALS CURRENTLY CONNECT, IS NOT SHOWN IN BASEMAP. NOTE THAT THE NEW STORM SYSTEM MAY REQUIRE THE REMOVAL OF EXTENSIVE PORTIONS OF THIS PIPE AND THE RECONNECTION OF THE LATERALS AS REQUIRED ON THIS SHEET. 5. SEE DWG SW17 AND SW18 FOR STORM STRUCTURE DATA. 6. SEE DWG G7 FOR UTILITY POTHOLE DATA. CONSTRUCTION NOTES O REMOVE AND REPLACE EXISTING CATCH BASIN. PLUG EXISTING PIPE TO NORTH. O2 REMOVE AND REPLACE CATCH BASIN. CONNECT TO EXISTING 6" SO TO EAST AND EXTEND 6" SO TO NEW SDMH. REGRADE AND PAVE DRIVEWAY ENTRANCE TO SLOPE TOWARD NEW HIGH AVE S GUTTER LINE. O EXTEND 6" OR 8" LATERAL TO CONNECT TO NEW 12" STORM WITH 12"x8" OR 12"x6" PPP TEE. INSTALL CLEANOUT PER DETAIL 4 ON DWG SW15. REMOVE EXISTING STORM LATERAL AS NEEDED. ® GAS LINE TO BE RELOCATED BY PSE. (5)EXISTING CENTURYLINK CONDUIT RUNS PARALLEL TO NEW STORM FROM APPROX STA 0+80 TO STA 3+00. CONTRACTOR TO FIELD VERIFY AND LOCATE. ANY CONFLICTS SHALL BE RESOLVED WITH CENTURYLINK. CONTACT TOM BROWN, (206) 799-2989. O SENTRY BOX WITH UNDERGROUND CENTURYLINK LINE IN VICINITY. PROTECT AND MAINTAIN SERVICE DURING CONSTRUCTION. CONTRACTOR TO FIELD VERIFY LOCATIONS H W N In m KEY PLAN GENERAL NOTES 1. SEE GENERAL STORMWATER NOTES ON DWG G2. 2. SEE DETAIL 2 ON DWG SW15 FOR TYPICAL TRENCH CROSS SECTION. 3. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND POTHOLING ALL UTILITIES NOT PREVIOUSLY POTHOLED WITHIN EXCAVATION LIMITS, WHICH SHALL BE INCIDENTAL TO PIPE BID ITEMS. WHERE ADDITIONAL SITE SPECIFIC POTHOLING IS REQUIRED BY THE PLANS OR REQUESTED BY ENGINEER, IT SHALL BE PAID FOR BY "SITE SPECIFIC POTHOLING". 4. SEE DWG SW17 AND SW18 FOR STORM STRUCTURE DATA. 5. SEE DWG G7 FOR UTILITY POTHOLE DATA. CONSTRUCTION NOTES O1 PROVIDE TEMPORARY SUPPORT FOR POWER POLE DURING CONSTRUCTION. (2)PLUG AND ABANDON PIPE. O3 REMOVE EXISTING CATCH BASIN. CONNECT TO EXISTING 6" OR 8" STORM LATERAL WITH NEW STORM LATERAL CLEANOUT PER DETAIL 4 ON DWG SW15. EXTEND 6" OR 8" LATERAL TO CONNECT TO 12" STORM WITH 12"x8" OR 12"x6" PPP TEE. REMOVE EXISTING STORM LATERAL AS NEEDED. ® REMOVE AND REPLACE SIGN AS NECESSARY TO INSTALL MH. THIS WORK SHALL BE INCIDENTAL TO INSTALLATION OF NEW PIPE. (5)RESTORE RAISED EDGE AT CORNER PER DETAIL 3 ON DWG SW15. © SENTRY BOX WITH CENTURYLINK UNDERGROUND LINE IN VICINITY WITH APPROXIMATE LOCATION SHOWN. CONTRACTOR TO FIELD VERIFY LOCATIONS OF CABLES SERVING SENTRY BOX AND EXERCISE CAUTION WHEN WORKING IN BOX VICINITY. O7 PROVIDE SUPPORT AND PROTECT EXISTING SIDE SEWER DURING CONSTRUCTION. ®REMOVE AND REPLACE APPROX 100 SF OF DRIVEWAY AS NECESSARY. REGRADE AND PAVE DRIVEWAY ENTRANCE TO W N 0 m I NEW WATER LINE SEE DWG W -11 - ATE CV- — t RE AC 2�, iW G(1 —W—W—W—W--;;�W— 7+00 7+50 NEW SEWER LINE I 11 �� SEE DWG S-9 J PARCEL: 329470-0371 3a PARCEL: 329470-0360 H IYPE f IM 167 72 II 766 _-(F CON, r)F' Bur 72 TC 329470-0321 NEW SEWER LINE SEE DWG S-9— L>F �( I HIGH AVE S — svo F DF— W w— w —W—W—W—�— _,.�. g 8+00 8+50 ..x W— W— w— yy_9+00 J SEMI] Rim 1 ash, 11 ; 5.7 '(5'COIVC W) E-065 16(f3COINC E) qi 445(12"CONC N) 7-'CONO BfIIED S) Fol ;64.01 NEW 12 SO 4 RE x 01 CB TYPE 1 W-368- J3 II -36.44(6"CONC E) If 365.3l(6'CONC W) 6c;2 ., _. _. PARCEL PLAN �1 STORM SYSTEM IMPROVEMENTS SCALE: 1"=20' X��MM PAA`E RCEL: 329470-0350 KEY PLAN ,, 10 I 11E, .....1111` FMH RIM 368.65 LE �6555(4"AFC NE) „ IE-IF5..16(12"CONC S) - F401 364,56 KEY PLAN GENERAL NOTES 1. SEE GENERAL STORMWATER NOTES ON DWG G2. 2. SEE DETAIL 2 ON DWG SW15 FOR TYPICAL TRENCH CROSS SECTION. 3. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND POTHOLING ALL UTILITIES NOT PREVIOUSLY POTHOLED WITHIN EXCAVATION LIMITS, WHICH SHALL BE INCIDENTAL TO PIPE BID ITEMS. WHERE ADDITIONAL SITE SPECIFIC POTHOLING IS REQUIRED BY THE PLANS OR REQUESTED BY ENGINEER, IT SHALL BE PAID FOR BY "SITE SPECIFIC POTHOLING". 4. PLACEMENT OF SDMH21, SDMH22, AND ALL OTHER TYPE 2 CATCH BASINS ALONG GUTTER, SHALL BE PER DETAIL 6 ON DWG SW15. 5. SEE DWG SW17 AND SW18 FOR STORM STRUCTURE DATA. 6. SEE DWG G7 FOR UTILITY POTHOLE DATA. CONSTRUCTION NOTES O1 SEE STORM WATER NOTE 4 ON DWG G2. (2)PROTECT AND SUPPORT EXISTING GAS CROSSING. (3)ABANDON EXISTING MANHOLE. ®SENTRY BOX W/ POSSIBLE UNDERGROUND LINE WHICH IS NOT SHOWN IN BASE MAP. CONTRACTOR TO LOCATE CABLES SERVING SENTRY BOX AND EXERCISE CAUTION WHEN WORKING IN BOX VICINITY. O5 REPLACE EXISTING WOOD CURB ALONG HIGH AVE FROM APPROX STA 6+60 TO STA 9+50 WITH NEW CONCRETE CURB AND CUTTER PER CITY OF RENTON STD PLAN 103. (6)NEW STORM TO CROSS BELOW EXISTING SIDE SEWER. PROTECT AND PROVIDE TEMPORARY SUPPORT DURING CONSTRUCTION. O7 REMOVE AND REPLACE CATCH BASIN. REMOVE APPROX 34 LF STORM PIPE TO EAST. ®REMOVE EXISTING CATCH BASIN. PLUG AND ABANDON EXISTING PIPES. (9)REMOVE AND REPLACE CATCH BASIN. iQ PLUG PIPE AND ABANDON. 11 REPLACE EXISTING DRIVEWAY ENTRANCE WITH NEW TYPE R113 IN ACCORDANCE WITH RENTON STD PLAN 104.3. 12 PROVIDE TEMPORARY SUPPORT FOR POWER POLE. 013 POTHOLE EXISTING SEWER SERVICE TO CONFIRM NOT IN CONFLICT WITH NEW SDMH21. IF CONFLICT EXISTS, COORDINATE WITH CITY TO ADJUST MANHOLE LOCATION OR RELOCATE SEWER. 014 PROTECT AND SUPPORT EXISTING UTILITY CROSSING. INSTALL ETHAFOAM PAD FOR SEPARATION FROM NEW STORM. 5 2.5 0 5 10 1"=5' Scale Feet 20 10 0 20 40 1"=20' Scale Feet PROFILE RECOMMENDED FOR APPROVAL BY JOSEPH FARAH HIGH AVE S STA 6+18.79 TO END SURFACE WATER UTILITYENGINEER HORZ SCALE: 1"=20' VERT SCALE: 1"=5' � W S. G7s wnSNr �� AS NOTED ERZ°”' 9e'"ss' CITY OF RENTON HILL UTILITY REPLACEMENT PROJECT 05/05/2017 EE • oTE STORM SYSTEM IMPROVEMENTS PAGE°°°" �� 4 Louis Berger �w JTE °NE IN CN oAT M RENTON c��A� ;,ssw0 w BID SET MSG 05/05/2017 MSG CHEF °�W�SW9 'NAL Wl� �•. 520 Pike St, Ste 1005, Seattle, WA 98101 206.453.1043 N0. REVISION BY DATE APPR aPPRkE°Mew sCALEAECEIIINEI Planning/13w1ding/Public Works Dept. PLAN AND PROFILE, HIGH AVE S, SHEET 3 OF 3 STEEN OF 7i /05/17 °°`MSG 42 89 S W P 3 8 2 4 ......... .....1111` 6, ,,, „ ,,,,,. ,,,,,,,.1.":,,,,,: ,,,,,,,: ,w.:,,,: 375 ...., aC"" U „ ;,� �,,,,,, cn > w. w ......... :......... :......... :......... :......... :......... 375 „4C„�,,,,,,, ,,,,;,,,,,,,,,,,, ,,,, ,.,2,,,,, ;,, , PO,,,,,,, ,,,,,,,,,,, „" ,,,,,, �, ,,,,,, �......... ¢ ...... ,,11tH cb `, SDMH21 ,,;,,,,,,,,,�,,,,,, ?.° ......... „ .......... ,ec a 1111,, .1.1.1.1.,., ,,,,,,,,:11,11,,,,:,, ....... .....:.........:.........: .^m ..,., , ,,,,,,,, ,_, :,. ...... ......... ...... 1111 ....., � ,tn' . ,,,,,,, 5TA,9+09:45,1@-52, , \ ,�,,,,,,:,,,,,,,,� ,,,, „ , ,,,.,,.,;,,,,.,Elf ,,,,,,,,,,,,,,,,,,,,,,,,,,,,. ::;;;;; ::: o..o..., :::i::......:i:::::::::i:::::::::i:::::::::i:::::::::i:::::::::i::::::::: RT:;:;;;, .�, ,ITT ,t�. 1 :: :RIM: a ;,,,,;;;,,,,,,,,; ¢1111 ...a...,, 1111,,, „ Q ................... �........ o:::i. 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NEW : SEWER,: EI NE:.:,',:,:,;,:, 355 H Q ; 2615,LP:'12°0 ”PPP .......................................`:`.`. ........ „ ,,,, SDCB22,,,,,,,,,, ., ,,,. , , , ,o ,,,,,, �:w, �:_, ,;,,,,,,,,„,,,,,,,,,,,,,,,,,,,,,,,,,,,,; SDMH21::: ::::..... ::::...:::::.......::........ :......::::::::::::::SEE:DWG:S=9::::::::::::::::: .1.1.1.1.,.,. ......::: ,,,,,,,,, ,,,,,,,,, ,SD; S=i.b :,,,,,,.1;,,..,7 „ ,RIM: EL.367.92f:.. , , ” �. ....... ....... ....... ....... ....... ....... ....... ...... . 1 :362.92: 8" E ::...:: 350 §6 ............:. ..:.:..:.......::..:....:.:..:...:..:. ...... .:. . p . . p . . p . . p . . p . . p . 350 ..................... .:. .:. .p. 345 4 ; ; 345 .;,,,,,,,,,,,,,,,,,,,;,,,,,,,,,,,,,,,,,,,;,,,,,,,,,,,,,,,,,,,;,,,,,,,,,,,,,,,,,,,;,,,,,,,,,,,,,,,,,„;,,,,,,,,,,,,,,,,,§1.,.,.,.,. , , , , , , , ; ; ; , , 340 , ...111 L rr__ ----_----- S , P,,$ -- -------------r_r._._.s.L______--_=_-`_-_-___=_-_ „ 1 ",,,,,,,,,,,,,, $ 2...............:::.......:::.......:::.......: r---=------ :.......:::...........................:::.......: = - - - - - - 11°1 1 .1111.. .... :.......:::.......:::.......:::.......: ... T ..._._ 1111.. .. ........1...._...... 340 7+00 8+00 9+00 GENERAL NOTES 1. SEE GENERAL STORMWATER NOTES ON DWG G2. 2. SEE DETAIL 2 ON DWG SW15 FOR TYPICAL TRENCH CROSS SECTION. 3. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND POTHOLING ALL UTILITIES NOT PREVIOUSLY POTHOLED WITHIN EXCAVATION LIMITS, WHICH SHALL BE INCIDENTAL TO PIPE BID ITEMS. WHERE ADDITIONAL SITE SPECIFIC POTHOLING IS REQUIRED BY THE PLANS OR REQUESTED BY ENGINEER, IT SHALL BE PAID FOR BY "SITE SPECIFIC POTHOLING". 4. PLACEMENT OF SDMH21, SDMH22, AND ALL OTHER TYPE 2 CATCH BASINS ALONG GUTTER, SHALL BE PER DETAIL 6 ON DWG SW15. 5. SEE DWG SW17 AND SW18 FOR STORM STRUCTURE DATA. 6. SEE DWG G7 FOR UTILITY POTHOLE DATA. CONSTRUCTION NOTES O1 SEE STORM WATER NOTE 4 ON DWG G2. (2)PROTECT AND SUPPORT EXISTING GAS CROSSING. (3)ABANDON EXISTING MANHOLE. ®SENTRY BOX W/ POSSIBLE UNDERGROUND LINE WHICH IS NOT SHOWN IN BASE MAP. CONTRACTOR TO LOCATE CABLES SERVING SENTRY BOX AND EXERCISE CAUTION WHEN WORKING IN BOX VICINITY. O5 REPLACE EXISTING WOOD CURB ALONG HIGH AVE FROM APPROX STA 6+60 TO STA 9+50 WITH NEW CONCRETE CURB AND CUTTER PER CITY OF RENTON STD PLAN 103. (6)NEW STORM TO CROSS BELOW EXISTING SIDE SEWER. PROTECT AND PROVIDE TEMPORARY SUPPORT DURING CONSTRUCTION. O7 REMOVE AND REPLACE CATCH BASIN. REMOVE APPROX 34 LF STORM PIPE TO EAST. ®REMOVE EXISTING CATCH BASIN. PLUG AND ABANDON EXISTING PIPES. (9)REMOVE AND REPLACE CATCH BASIN. iQ PLUG PIPE AND ABANDON. 11 REPLACE EXISTING DRIVEWAY ENTRANCE WITH NEW TYPE R113 IN ACCORDANCE WITH RENTON STD PLAN 104.3. 12 PROVIDE TEMPORARY SUPPORT FOR POWER POLE. 013 POTHOLE EXISTING SEWER SERVICE TO CONFIRM NOT IN CONFLICT WITH NEW SDMH21. IF CONFLICT EXISTS, COORDINATE WITH CITY TO ADJUST MANHOLE LOCATION OR RELOCATE SEWER. 014 PROTECT AND SUPPORT EXISTING UTILITY CROSSING. INSTALL ETHAFOAM PAD FOR SEPARATION FROM NEW STORM. 5 2.5 0 5 10 1"=5' Scale Feet 20 10 0 20 40 1"=20' Scale Feet PROFILE RECOMMENDED FOR APPROVAL BY JOSEPH FARAH HIGH AVE S STA 6+18.79 TO END SURFACE WATER UTILITYENGINEER HORZ SCALE: 1"=20' VERT SCALE: 1"=5' � W S. G7s wnSNr �� AS NOTED ERZ°”' 9e'"ss' CITY OF RENTON HILL UTILITY REPLACEMENT PROJECT 05/05/2017 EE • oTE STORM SYSTEM IMPROVEMENTS PAGE°°°" �� 4 Louis Berger �w JTE °NE IN CN oAT M RENTON c��A� ;,ssw0 w BID SET MSG 05/05/2017 MSG CHEF °�W�SW9 'NAL Wl� �•. 520 Pike St, Ste 1005, Seattle, WA 98101 206.453.1043 N0. REVISION BY DATE APPR aPPRkE°Mew sCALEAECEIIINEI Planning/13w1ding/Public Works Dept. PLAN AND PROFILE, HIGH AVE S, SHEET 3 OF 3 STEEN OF 7i /05/17 °°`MSG 42 89 S W P 3 8 2 4 v N co coN N d W In m \/ 21+00 I, 1 •" 1 21 S FORM DRAIN UNDER CW Ka��liG4 /. ' IVL�1 —wLFr 1 RIM -224,48 222.31(2"PVr ,) IE- 22233(6"PVC N) BOT=22208 �21 .;, �. ;r s PARCEL" 722140-0395 BENCHMARK 'M" SET c IMI51\_I D rr OIv _aoU FHWESI CORNER h OE WAFFR VAULT AND NORIH A'iT CORNIR OF RI INION AVES AND BEACON WAY 5 a"y ,E Av' PARCEL 722140-0122 `s s , w A,sE c; PARCEL 722140-0115 PLAN STORM SYSTEM IMPROVEMENTS SCALE: 1"=20' NEW WATER LINE SEE DWG W-8 — 4' v EXISTING 8" HIGH PRESSURE GAS. CONTRACTOR TO PARCEL. 722140-0120 PROTECT AND PROVIDE TEMPORARY SUPPORT DURING 722140 01OU FOUND " AI NMIINUM DISK- _ Wl f I LIIMf' DOWN I !IU IN - M(NUIM f N I IN CAST O2 PROTECT AND SUPPORT EXISTING UTILITY CROSSING. x 177966-0 J7 LFFil\ O3 fN: � i N THAT NO PIPE CONNECTIONS EXIST. PLUG OR CONNECT AS N 1 '`SD 24+50 DIRECTED BY ENGINEER. X1;3 `kY,a3 \/ 21+00 I, 1 •" 1 21 S FORM DRAIN UNDER CW Ka��liG4 /. ' IVL�1 —wLFr 1 RIM -224,48 222.31(2"PVr ,) IE- 22233(6"PVC N) BOT=22208 �21 .;, �. ;r s PARCEL" 722140-0395 BENCHMARK 'M" SET c IMI51\_I D rr OIv _aoU FHWESI CORNER h OE WAFFR VAULT AND NORIH A'iT CORNIR OF RI INION AVES AND BEACON WAY 5 a"y ,E Av' PARCEL 722140-0122 `s s , w A,sE c; PARCEL 722140-0115 PLAN STORM SYSTEM IMPROVEMENTS SCALE: 1"=20' NEW WATER LINE SEE DWG W-8 — 4' 1- V AT- 2Ev + 5 PARCEL EXISTING 8" HIGH PRESSURE GAS. CONTRACTOR TO PARCEL. 722140-0120 PROTECT AND PROVIDE TEMPORARY SUPPORT DURING 722140 01OU CONSTRUCTION. USE EXTREME CAUTION DUE TO SAFETY HAZARD. O2 PROTECT AND SUPPORT EXISTING UTILITY CROSSING. O3 _, i N THAT NO PIPE CONNECTIONS EXIST. PLUG OR CONNECT AS N 1 '`SD 24+50 DIRECTED BY ENGINEER. ® cl - W W— -153— W W_.—._.• LLI (5)REMOVE AND REPLACE APPROXIMATELY 194 LF CEMENT ,.� CONCRETE CURB AND GUTTER AS NEEDED FOR SO INSTALLATION. SAWCUT TO LIMIT REPLACEMENT AREA. © ,fiiE. V DK IN Z AVOID CONFLICT WITH EXISTING GAS. LOCATION TO BE APPROVED BY ENGINEER. O WATER LINE OWNED BY SEATTLE PUBLIC UTILITIES (SPU). A SPU REPRESENTATIVE MUST BE ON—SITE AT ALL TIMES WHEN ACTIVELY WORKING NEAR SPU WATER LINES. SEE NOTE 28 ON DWG G5. I I .,, AN, A`;E 5 PARCEL: 722140-0430 I GENERAL NOTES 1. SEE GENERAL STORMWATER NOTES ON DWG G2. 2. SEE DETAIL 2 ON DWG SW15 FOR TYPICAL TRENCH CROSS SECTION. 3. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND POTHOLING ALL UTILITIES NOT PREVIOUSLY POTHOLED WITHIN EXCAVATION LIMITS, WHICH SHALL BE INCIDENTAL TO PIPE BID ITEMS. WHERE ADDITIONAL SITE SPECIFIC POTHOLING IS REQUIRED BY THE PLANS OR REQURESTED BY ENGINEER, IT SHALL BE PAID FOR BY "SITE SPECIFIC POTHOLING". 4. SEE DWG SW17 AND SW18 FOR STORM STRUCTURE DATA. 5. SEE DWG G7 FOR UTILITY POTHOLE DATA. 6. FOR CLARITY, 5 -FT CONTOURS ARE SHOWN ON THIS SHEET. FOR 1 -FT CONTOURS, SEE THE TOPOGRAPHIC SURVEY DRAWINGS (V1 -V20 DRAWINGS). 7. TRENCH DRAIN SHALL BE ABT POLYDRAIN PDX 15" WIDTH OR EQUIVALENT. CONSTRUCTION NOTES RENTON AVE S TO STA 22+84.47 HORZ SCALE: 1"=20' �y S. at VERT SCALE: 1"=5' Q+F'� °F rrasgrm�4 A. 4 Louis Berger 1 D, SICw /05/ 17 520 Pike St, Ste 1005, Seattle, WA 98101 -206.453.1043 INHIJTE ,wn_ JTE BID SET MSG 05/05/2017 MSG RF= �MBW N0. REVISION BY DATE APPR 11PICEED MSG RENTON AVE S STA 22+84.47 TO STA 24+84.47 HORZ SCALE: 1"=20' VERT SCALE: 1"=5' S�LEAS NOTED °R`°"T 98'%1991 s® CITY OF ML RENTON 11 ITOLL NE� DATUM SIT N T ONE INCH H Planning/13w1ding/Public Works Dept. JOSEPH FARAH SURFACE WATER UTILITYENGINEER � l�1 DTE RENTON HILL UTILITY REPLACEMENT PROJECT 05/05/2017 STORM SYSTEM IMPROVEMENTS FELDBOON PAGE INC NO PLAN AND PROFILE, RENTON AVE S, SHEET 1 OF 2 0� SW 1 0 SHEET: OF 43 89 S W P 3 8 2 4 O1 EXISTING 8" HIGH PRESSURE GAS. CONTRACTOR TO PROTECT AND PROVIDE TEMPORARY SUPPORT DURING CONSTRUCTION. USE EXTREME CAUTION DUE TO SAFETY HAZARD. O2 PROTECT AND SUPPORT EXISTING UTILITY CROSSING. O3 REPLACE EXISTING INLET WITH NEW TYPE 1 CB. VERIFY THAT NO PIPE CONNECTIONS EXIST. PLUG OR CONNECT AS DIRECTED BY ENGINEER. ® EXISTING GAS AND TEL TO BE RELOCATED BY OTHERS. (5)REMOVE AND REPLACE APPROXIMATELY 194 LF CEMENT CONCRETE CURB AND GUTTER AS NEEDED FOR SO INSTALLATION. SAWCUT TO LIMIT REPLACEMENT AREA. © FIELD LOCATE CB IN FLOW LINE OF DITCH FROM SE AND AVOID CONFLICT WITH EXISTING GAS. LOCATION TO BE APPROVED BY ENGINEER. O WATER LINE OWNED BY SEATTLE PUBLIC UTILITIES (SPU). A SPU REPRESENTATIVE MUST BE ON—SITE AT ALL TIMES WHEN ACTIVELY WORKING NEAR SPU WATER LINES. SEE NOTE 28 ON DWG G5. RENTON AVE S TO STA 22+84.47 HORZ SCALE: 1"=20' �y S. at VERT SCALE: 1"=5' Q+F'� °F rrasgrm�4 A. 4 Louis Berger 1 D, SICw /05/ 17 520 Pike St, Ste 1005, Seattle, WA 98101 -206.453.1043 INHIJTE ,wn_ JTE BID SET MSG 05/05/2017 MSG RF= �MBW N0. REVISION BY DATE APPR 11PICEED MSG RENTON AVE S STA 22+84.47 TO STA 24+84.47 HORZ SCALE: 1"=20' VERT SCALE: 1"=5' S�LEAS NOTED °R`°"T 98'%1991 s® CITY OF ML RENTON 11 ITOLL NE� DATUM SIT N T ONE INCH H Planning/13w1ding/Public Works Dept. JOSEPH FARAH SURFACE WATER UTILITYENGINEER � l�1 DTE RENTON HILL UTILITY REPLACEMENT PROJECT 05/05/2017 STORM SYSTEM IMPROVEMENTS FELDBOON PAGE INC NO PLAN AND PROFILE, RENTON AVE S, SHEET 1 OF 2 0� SW 1 0 SHEET: OF 43 89 S W P 3 8 2 4 v N 00 N N LU U) In m A AV 5 PARCEL: 722140--0090 6 IW III c() 1 4V3 .SDC ICR�p FF A 3[ F, ,N A\:: S PARCEL: 72140-0444 ,SS hJ A7S PARCEL: 722140-0090 \. \\\\\\\\ YJ —BENCHMARK "IV" TOP CI:INIIR BOLE 01= 1=IRP_ HYDRANT ON THE WEST SIDE St (NJ OF RFNION AVE S IN FRONT OF 329 REINION AVE S , Ae A PARCEL r ARCE 72214O�QQBL.\\ II_e:vA [ION -1 ,\.. V PARCEL: PARCEL' \\\\\ PARCEL: :,\\\'`'��o Dasa 7�\o-o0a5 722140 008fi tib"2' �c 1 &, 91 S) (N } v3 N � ( NEW WATER LINE GENERAL NOTES 1. SEE GENERAL STORMWATER NOTES ON DWG G2. SEE DWG W-9 RECOMMENDED FOR APPROVAL BY SECTION. DMH— R IM 14 0.4s 3. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND POTHOLING ALL UTILITIES NOT PREVIOUSLY POTHOLED WITHIN EXCAVATION IF -1,54.6H(9 ANI Cl LIMITS, WHICH SHALL BE INCIDENTAL TO PIPE BID ITEMS. S STA 24+84.47 TO STA 26+84.47 WHERE ADDITIONAL SITE SPECIFIC POTHOLING IS REQUIRED IF 13693(1 CMP N) BY THE PLANS OR REQURESTED BY ENGINEER, IT SHALL BE n PAID FOR BY "SITE SPECIFIC POTHOLING". DO P -174 68 HORZ SCALE: 1"=20' "-5' 4. SEE DWG SW17 AND SW18 FOR STORM STRUCTURE DATA. r 3, 5. SEE DWG G7 FOR UTILITY POTHOLE DATA. \\\\\\\\\\\\\\\\\\\\\\ - l \\\\ / 6. FOR CLARIFY, 5—FT CONTOURS ARE SHOWN ON THIS SHEET. FOR 1—FT CONTOURS, SEE THE TOPOGRAPHIC SURVEY -e- Rz ..J N. AeS CONSTRUCTION NOTES ayF PARCEL Z2E 5 V\ JN Aa 72214n-0447 PARCEL .',Z CJ - PARCEL 722740-0446 PARCEL: 722140-0455 722140-045U PLAN STORM SYSTEM IMPROVEMENTS SCALE: 1"=20' DF A',.- s PARCEL: 722140-0055 ?` wl El IINI E F ROW RIM 1 34.81 RIM -140 52 IF 117.11(5'CMP I 1287(8'ADS W) sDMH Nor 131,56 NO f=117.77 RIM=1;14.30 L 13,200(1 AIH S) If 130 50(8 (MF E) If 13UtU(FCMf W) If I .8 10(17 CMF' N) 301-11&50 PARCEL: 722140-0460 (D REMOVE AND REPLACE CEMENT CONCRETE CURB AND GUTTER AS NEEDED PER COR STD PLAN 10.1 FOR CB INSTALLATION. REPLACE TO NEAREST JOINT. (2)EXISTING 8" HIGH PRESSURE GAS. CONTRACTOR TO PROTECT AND PROVIDE TEMPORARY SUPPORT DURING CONSTRUCTION. USE EXTREME CAUTION DUE TO SAFETY HAZARD. (3)PROTECT AND SUPPORT EXISTING UTILITY CROSSING. ® CORE DRILL AND CONNECT NEW 12" SO TO EXISTING SDMH. (5)POTHOLE SIDE SEWER. SEE STORM WATER NOTE 4 ON DWG G2. KEY PLAN _* 5 2.5 0 5 10 1"=5' Scale Feet 20 10 0 20 40 1"=20' Scale Feet PROFILE GENERAL NOTES 1. SEE GENERAL STORMWATER NOTES ON DWG G2. 2. SEE DETAIL 2 ON DWG SW15 FOR TYPICAL TRENCH CROSS RECOMMENDED FOR APPROVAL BY SECTION. 3. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND POTHOLING ALL UTILITIES NOT PREVIOUSLY POTHOLED WITHIN EXCAVATION JOSEPH FARAH LIMITS, WHICH SHALL BE INCIDENTAL TO PIPE BID ITEMS. S STA 24+84.47 TO STA 26+84.47 WHERE ADDITIONAL SITE SPECIFIC POTHOLING IS REQUIRED INI)I BY THE PLANS OR REQURESTED BY ENGINEER, IT SHALL BE RIM 1 54 2.3 n CE,33p PAID FOR BY "SITE SPECIFIC POTHOLING". IL 131 93(8' HORZ SCALE: 1"=20' "-5' 4. SEE DWG SW17 AND SW18 FOR STORM STRUCTURE DATA. r 3, 5. SEE DWG G7 FOR UTILITY POTHOLE DATA. 1"=5' VERT SCALE: 1 / 6. FOR CLARIFY, 5—FT CONTOURS ARE SHOWN ON THIS SHEET. FOR 1—FT CONTOURS, SEE THE TOPOGRAPHIC SURVEY -e- Rz DRAWINGS (V—XX DRAWINGS). CONSTRUCTION NOTES ayF ?` wl El IINI E F ROW RIM 1 34.81 RIM -140 52 IF 117.11(5'CMP I 1287(8'ADS W) sDMH Nor 131,56 NO f=117.77 RIM=1;14.30 L 13,200(1 AIH S) If 130 50(8 (MF E) If 13UtU(FCMf W) If I .8 10(17 CMF' N) 301-11&50 PARCEL: 722140-0460 (D REMOVE AND REPLACE CEMENT CONCRETE CURB AND GUTTER AS NEEDED PER COR STD PLAN 10.1 FOR CB INSTALLATION. REPLACE TO NEAREST JOINT. (2)EXISTING 8" HIGH PRESSURE GAS. CONTRACTOR TO PROTECT AND PROVIDE TEMPORARY SUPPORT DURING CONSTRUCTION. USE EXTREME CAUTION DUE TO SAFETY HAZARD. (3)PROTECT AND SUPPORT EXISTING UTILITY CROSSING. ® CORE DRILL AND CONNECT NEW 12" SO TO EXISTING SDMH. (5)POTHOLE SIDE SEWER. SEE STORM WATER NOTE 4 ON DWG G2. KEY PLAN _* 5 2.5 0 5 10 1"=5' Scale Feet 20 10 0 20 40 1"=20' Scale Feet PROFILE PROFILE RECOMMENDED FOR APPROVAL BY JOSEPH FARAH RENTON AVE S STA 24+84.47 TO STA 26+84.47 RENTON AVE S STA 26+84.47 TO END SURFACE WATER UTILITYENGINEER HORZ SCALE: 1"=20' HORZ SCALE: 1"=20' "-5' r 3, VERT SCALE: 1"=5' VERT SCALE: 1 �a 4Louis Berger 1rs1WgE°iew 'v"0' WSW w520 Pike St, Ste 1005, SeaBle, WA 98101 -206.453.1043 DESIGNED TE ASN. JTE BID SET MSG 05/05/2017 MSG HES oMew NO. REVISION BY DATE APPR 11PREVEMsc AS NOTED "R`°NTE N�9°9e°i1s' s® CITY OF ML RENTON aN°i oLNE � DATUM s�E xo"Hmrv;�. Planning/Building/Public Works Dept. DTE RENTON HILL UTILITY REPLACEMENT PROJECT 05/05/2017 STORM SYSTEM IMPROVEMENTS E'"°BOOK PLAN AND PROFILE, RENTON AVE S, SHEET 2 OF 2 0� SW 1 1 SHEET: OE'. 44 89 S W P 3 8 2 4 v N co (h N N d W In m I > >: PARCEL: • 723150-0470 PARCEL s 723150-0470 I , ' _ Ar Av._ i3 PARCEc 723150-0490 PARCEL: 723150-0485 PARCEL. 723150-3495 CI \; ROW J _ 'T v' PARCEL: 722140-0190 NEW WATER LINE SEE DWG W-1 — PLAN STORM SYSTEM IMPROVEMENTS SCALE: 1"=20' R ;,, PARCEL. 722140—ons 15- 50 A^ A', S PARCEL. 722140-0767 NEW SEWER LINE SEE DWG S-2 ," O `I I Is �*�\�. w , c+ 0 0 0 0 0 0 EOUNIP NAIL IN CORA DOWN- IT., 0.30IN MOINUMEIVT IN CASE CB ,up[ I - A - N17PHv248b7 PIM=1994 nnsfm4-tmaT )II"CMP' N) IT=197 S (P'CONC EJ If=194-62(12'CONC W) ROT=194..3 _.�,E S i P PARCEL PARCEL 723150-0505 723750-0500 TIL- 15- 50 A^ A', S PARCEL. 722140-0767 NEW SEWER LINE SEE DWG S-2 ," O `I I Is �*�\�. w , c+ 0 0 0 0 0 0 o � A r 4 Louis Berger w /05/ 17 520 Pike St, Ste 1005, Seattle, WA 98101 .206.453.1043 GENERAL NOTES 1. SEE GENERAL STORMWATER NOTES ON DWG G2. 2. SEE DWG DETAIL 2 ON SW15 FOR TYPICAL TRENCH CROSS SECTION. 3. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND POTHOLING ALL UTILITIES NOT PREVIOUSLY POTHOLED WITHIN EXCAVATION LIMITS, WHICH SHALL BE INCIDENTAL TO PIPE BID ITEMS. WHERE ADDITIONAL SITE SPECIFIC POTHOLING IS REQUIRED BY THE PLANS OR REQURESTED BY ENGINEER, IT SHALL BE PAID FOR BY "SITE SPECIFIC POTHOLING". 5. SEE DWG SW17 AND SW18 FOR STORM STRUCTURE DATA. 6. SEE DWG G7 FOR UTILITY POTHOLE DATA. CONSTRUCTION NOTES 01 DEPTH OF EXISTING UTILITY UNKNOWN. CONTRACTOR TO POTHOLE PRIOR TO START OF WORK AND PROTECT AND PROVIDE SUPPORT DURING CONSTRUCTION AS NECESSARY. 02 PROTECT AND SUPPORT EXISTING UTILITY CROSSING. (3)CONNECT NEW 12" SD TO EXISTING TYPE 1 CB. CORE DRILL NEW KNOCKOUT. FILL EXISTING VACATED KNOCKOUT WITH NON—SHRINKING GROUT. ® REMOVE AND REPLACE APPROXIMATELY 19 LF OF 8" SO WITH 12" SD. (5)CONNECT NEW CB TO EXISTING 8" CONCRETE PIPE FROM EAST. (6)UTILITIES (GAS AND POWER) TO BE RELOCATED AROUND SDCB34 BY OTHERS. 07 REMOVE AND REPLACE CEMENT CONCRETE CURB AND GUTTER AS NEEDED PER COR STD PLAN 10.1 FOR CB INSTALLATION. REPLACE TO NEAREST JOINT. (S)SPECIAL TYPE 1L CB WITH CIRCULAR RING AND SOLID COVER. SEE DETAIL 5 ON DWG SW15. (9)RESTORE EXISTING SURFACE TRENCH DRAIN IF DISTURBED DURING CONSTRUCTION. 10 PROTECT AND SUPPORT EXISTING GAS LINE DURING CONSTRUCTION. KEY PLAN _* 5 2.5 0 5 10 1"=5' Scale Feet 20 10 0 20 40 1"=20' Scale Feet PROFILE RECOMMENDED FOR APPROVAL BY CEDAR AVE. S STA 12+6.21 TO STA 16+12.43 HORZ SCALE: 1"=20' VERT SCALE: 1"=5' SURVEYED DESIGNED TE wwN. JTE BID SET MSG 05/05/2017 MSG HES oMew N0. REVISION BY DATE APPR p"RCEED MSG ELLEVERTI988 AS NOTED °R`°NTE N�9°983/1991 1 RL CIT OF ML RENTON aN°i oTNE � DATUM SIT N T ONE INCH H Planning/13w1ding/Public Works Dept. JOSEPH FARAH SURFACE WATER UTILITYENGINEER � l�1 DATE RENTON HILL UTILITY REPLACEMENT PROJECT 05/05/2017 STORM SYSTEM IMPROVEMENTS E'"°BOOK DRCYSNG NO PLAN AND PROFILE, CEDAR AVE S, SHEET 1 OF 2 SW 1 2 SHEET: OF 45 89 S W P 3 8 2 4 • IT., I A - IT ITT ITT P z,,r,- o TIL- v " < I o � A r 4 Louis Berger w /05/ 17 520 Pike St, Ste 1005, Seattle, WA 98101 .206.453.1043 GENERAL NOTES 1. SEE GENERAL STORMWATER NOTES ON DWG G2. 2. SEE DWG DETAIL 2 ON SW15 FOR TYPICAL TRENCH CROSS SECTION. 3. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND POTHOLING ALL UTILITIES NOT PREVIOUSLY POTHOLED WITHIN EXCAVATION LIMITS, WHICH SHALL BE INCIDENTAL TO PIPE BID ITEMS. WHERE ADDITIONAL SITE SPECIFIC POTHOLING IS REQUIRED BY THE PLANS OR REQURESTED BY ENGINEER, IT SHALL BE PAID FOR BY "SITE SPECIFIC POTHOLING". 5. SEE DWG SW17 AND SW18 FOR STORM STRUCTURE DATA. 6. SEE DWG G7 FOR UTILITY POTHOLE DATA. CONSTRUCTION NOTES 01 DEPTH OF EXISTING UTILITY UNKNOWN. CONTRACTOR TO POTHOLE PRIOR TO START OF WORK AND PROTECT AND PROVIDE SUPPORT DURING CONSTRUCTION AS NECESSARY. 02 PROTECT AND SUPPORT EXISTING UTILITY CROSSING. (3)CONNECT NEW 12" SD TO EXISTING TYPE 1 CB. CORE DRILL NEW KNOCKOUT. FILL EXISTING VACATED KNOCKOUT WITH NON—SHRINKING GROUT. ® REMOVE AND REPLACE APPROXIMATELY 19 LF OF 8" SO WITH 12" SD. (5)CONNECT NEW CB TO EXISTING 8" CONCRETE PIPE FROM EAST. (6)UTILITIES (GAS AND POWER) TO BE RELOCATED AROUND SDCB34 BY OTHERS. 07 REMOVE AND REPLACE CEMENT CONCRETE CURB AND GUTTER AS NEEDED PER COR STD PLAN 10.1 FOR CB INSTALLATION. REPLACE TO NEAREST JOINT. (S)SPECIAL TYPE 1L CB WITH CIRCULAR RING AND SOLID COVER. SEE DETAIL 5 ON DWG SW15. (9)RESTORE EXISTING SURFACE TRENCH DRAIN IF DISTURBED DURING CONSTRUCTION. 10 PROTECT AND SUPPORT EXISTING GAS LINE DURING CONSTRUCTION. KEY PLAN _* 5 2.5 0 5 10 1"=5' Scale Feet 20 10 0 20 40 1"=20' Scale Feet PROFILE RECOMMENDED FOR APPROVAL BY CEDAR AVE. S STA 12+6.21 TO STA 16+12.43 HORZ SCALE: 1"=20' VERT SCALE: 1"=5' SURVEYED DESIGNED TE wwN. JTE BID SET MSG 05/05/2017 MSG HES oMew N0. REVISION BY DATE APPR p"RCEED MSG ELLEVERTI988 AS NOTED °R`°NTE N�9°983/1991 1 RL CIT OF ML RENTON aN°i oTNE � DATUM SIT N T ONE INCH H Planning/13w1ding/Public Works Dept. JOSEPH FARAH SURFACE WATER UTILITYENGINEER � l�1 DATE RENTON HILL UTILITY REPLACEMENT PROJECT 05/05/2017 STORM SYSTEM IMPROVEMENTS E'"°BOOK DRCYSNG NO PLAN AND PROFILE, CEDAR AVE S, SHEET 1 OF 2 SW 1 2 SHEET: OF 45 89 S W P 3 8 2 4 v N 00 N N tl W 1n m KEY PLAN _* 5 2.5 0 5 10 1"=5' Scale Feet 20 10 0 20 40 1"=20' Scale Feet PROFILE PROFILE RECOMMENDED FOR APPROVAL BY CEDAR AVE. S STA 17+57.06 TO STA 19+57.06 HORZ SCALE: 1"=20' �y S. at VERT SCALE: 1"=5' QFC °F w 111 au 4 Louis Berger 0��'�'�o�ALERI�W �. w 05/17 520 Pike St, Ste 1005, Seattle, WA 98101 -206.453.1043 SURVEYED s NNFJTE wwN_ JTE BID SET MSG 05/05/2017 MSG EIEENIDMew N0. REVISION BY DATE APPR ^PPIEEFD c CEDAR AVE. S STA 19+57.06 TO END HORZ SCALE: 1"=20' VERT SCALE: 1"=5' SULFAS NOTED NR`NNT 98'%1991 s® CITY OF ML RENTON 11 ITOLL NE� DATUM SCALEIF NOT ONE IIN H Planning/13w1ding/Public Works Dept. JOSEPH FARAH SURFACE WATER UTILITYENGINEER � l�1 RENTON HILL UTILITY REPLACEMENT PROJECT 05/05/2017 STORM SYSTEM IMPROVEMENTS FELDNOON INC NO PLAN AND PROFILE, CEDAR AVE S, SHEET 2 OF 2 N� SW 13 SHEET: OF'. 46 69 S W P 3 8 2 4 GENERAL NOTES 1. SEE GENERAL STORMWATER NOTES ON DWG G2. 2. SEE DETAIL 2 ON DWG SW15 FOR TYPICAL TRENCH CROSS SECTION. 3. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND POTHOLING ., ALL UTILITIES NOT PREVIOUSLY POTHOLED WITHIN EXCAVATION ti LIMITS, WHICH SHALL BE INCIDENTAL TO PIPE BID ITEMS. a = I WHERE ADDITIONAL SITE SPECIFIC POTHOLING IS REQUIRED co IF „ BY THE PLANS OR REQURESTED BY ENGINEER, IT SHALL BE PAID FOR BY "SITE SPECIFIC POTHOLING". 0;'1x 4. SEE DWG SW17 AND SW18 FOR STORM STRUCTURE DATA. F in 5. SEE DWG G7 FOR UTILITY POTHOLE DATA. 6. FOR CLARITY, 5 -FT CONTOURS ARE SHOWN ON THIS SHEEP. �,- -- FOR 1 -FT CONTOURS, SEE THE TOPOGRAPHIC SURVEY DRAWINGS (V1 -V20 DRAWINGS). �G. 1+50 CONSTRUCTION NOTES O1 REMOVE AND REPLACE CEMENT CONCRETE CURB AND � ,4x GUTTER AS NEEDED PER COR STD PLAN 10.1 FOR CB INSTALLATION. REPLACE TO NEAREST JOINT. ( PROTECT AND SUPPORT EXISTING UTILITY CROSSING. ` ( CONNECT NEW 12" SO TO EXISTING TYPE 1 CB. ® REMOVE AND REPLACE APPROXIMATELY 29 LF OF 8" SO \ WITH 12" SO. ( CONNECT NEW CB TO EXISTING 8" CONIC PIPE FROM EAST. © GAS LINE TO BE RELOCATED BY PSE. KEY PLAN _* 5 2.5 0 5 10 1"=5' Scale Feet 20 10 0 20 40 1"=20' Scale Feet PROFILE PROFILE RECOMMENDED FOR APPROVAL BY CEDAR AVE. S STA 17+57.06 TO STA 19+57.06 HORZ SCALE: 1"=20' �y S. at VERT SCALE: 1"=5' QFC °F w 111 au 4 Louis Berger 0��'�'�o�ALERI�W �. w 05/17 520 Pike St, Ste 1005, Seattle, WA 98101 -206.453.1043 SURVEYED s NNFJTE wwN_ JTE BID SET MSG 05/05/2017 MSG EIEENIDMew N0. REVISION BY DATE APPR ^PPIEEFD c CEDAR AVE. S STA 19+57.06 TO END HORZ SCALE: 1"=20' VERT SCALE: 1"=5' SULFAS NOTED NR`NNT 98'%1991 s® CITY OF ML RENTON 11 ITOLL NE� DATUM SCALEIF NOT ONE IIN H Planning/13w1ding/Public Works Dept. JOSEPH FARAH SURFACE WATER UTILITYENGINEER � l�1 RENTON HILL UTILITY REPLACEMENT PROJECT 05/05/2017 STORM SYSTEM IMPROVEMENTS FELDNOON INC NO PLAN AND PROFILE, CEDAR AVE S, SHEET 2 OF 2 N� SW 13 SHEET: OF'. 46 69 S W P 3 8 2 4 W N In m 0 A " H CFF I' I ITT '71 eH aFS- 0 FD TO, IrH,FD d ,.. 0+50 1+00 11 S' SNE,` _ .,mem _. AT, S 0 TO _. ENI ,EF IS :-I ,NaeSURVEYED EE AS NOTED Ite s® CITY OF • me JTE 4 Louis Berger AWN JTE ONEINBH DATUM RENTON BID SET MSG 05/05/2017 MSG HEEDED L �� �• IF NOT ONE INCH Planni /13w1din /Public Works Dept. 520 Peke St, Ste 1005, Seattle, WA 98101 ' 206.453.1043 NO. REVISION BY DATE APPR APPre SCALE xwBoiNsmr P 7T 17 PMSG KEY PLAN _* 5 2.5 0 5 10 1"=5' Scale Feet 20 10 0 20 40 1"=20' Scale Feet RECOMMENDED FOR APPROVAL BY JOSEPH FARAH SURFACE WATER UTILITYENGINEER � l�1 DIE RENTON HILL UTILITY REPLACEMENT PROJECT 05/05/2017 STORM SYSTEM IMPROVEMENTS F'E`BBOOH PSSE DRCYSNG NO CATCH BASIN REPLACEMENTS, RENTON AVE S SW 14 SHEET: OF'. 47 89 mmymmmmmmAj GENERAL NOTES 1. SEE GENERAL STORMWATER NOTES ON DWG G2. 2. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND POTHOLING I ALL UTILITIES NOT PREVIOUSLY POTHOLED WITHIN EXCAVATION LIMITS, WHICH SHALL BE INCIDENTAL TO PIPE BID ITEMS. I WHERE ADDITIONAL SITE SPECIFIC POTHOLING IS REQUIRED BY THE PLANS OR REQURESTED BY ENGINEER, IT SHALL BE PAID FOR BY "SITE SPECIFIC POTHOLING". i 3. SEE DWG SW17 AND SW18 FOR STORM STRUCTURE DATA. i4. SEE DWG G7 FOR UTILITY POTHOLE DATA. CONSTRUCTION NOTES • C-9 1 REMOVE APPROXIMATELY 4 FT SECTION OF 15" PIPE IN ORDE TO INSTALL NEW CB. REPLACE W/ 15" SPOOL AND CONNECT( - COUPLING. COST OF PIPE WORK SHALL BE INCIDENTAL TO LU CATCH BASIN. �E SL11,111 2+5Q Lu 2 REMOVE APPROXIMATELY 2 FT SECTION OF 12" PIPE IN ORDE TF, TO INSTALL NEW CB. REPLACE W/ 12" SPOOL AND CONNECT( x r COUPLING. COST OF PIPE WORK SHALL BE INCIDENTAL TO U CATCH BASIN. ,NaeSURVEYED EE AS NOTED Ite s® CITY OF • me JTE 4 Louis Berger AWN JTE ONEINBH DATUM RENTON BID SET MSG 05/05/2017 MSG HEEDED L �� �• IF NOT ONE INCH Planni /13w1din /Public Works Dept. 520 Peke St, Ste 1005, Seattle, WA 98101 ' 206.453.1043 NO. REVISION BY DATE APPR APPre SCALE xwBoiNsmr P 7T 17 PMSG KEY PLAN _* 5 2.5 0 5 10 1"=5' Scale Feet 20 10 0 20 40 1"=20' Scale Feet RECOMMENDED FOR APPROVAL BY JOSEPH FARAH SURFACE WATER UTILITYENGINEER � l�1 DIE RENTON HILL UTILITY REPLACEMENT PROJECT 05/05/2017 STORM SYSTEM IMPROVEMENTS F'E`BBOOH PSSE DRCYSNG NO CATCH BASIN REPLACEMENTS, RENTON AVE S SW 14 SHEET: OF'. 47 89 mmymmmmmmAj v N 00 N N a W 0 CIO CLEANOUT SEE NOTE 5 0.05 FT/FT �... MIN SLOPE I FT — EX SIDE SEWER i EX TEE z SEE NOTE 1 � SUBGRADE 6" REMOVE CONFLICTING SIDE SEWER EX PAVEMENT NEW STORMWATER PIPE SELECT IMPORTED SIDE SEWER RELOCATION ABOVE NEW STORM PIPE (TYP) TRENCH BACKFILL IN CLEANOUT ACCORDANCE WITH COR SEE NOTE 5 STANDARD SPECIFICATIONS- - EX TEE SEE NOTE 1 NEW 6" SIDE SEWER 0.02 FT/FT EX SEWER MAIN MIN SLOB � NEW STORMWATER PIPE REMOVE CONFLICTING SIDE SEWER —FOAM BLOCK, SEE NOTE 4 , SIDE SEWER RELOCATION BELOW NEW STORM PIPE (TYP) EX SIDE SEWER CONNECT SIDE SEWER WITH "STRONG—BACK" FLEXIBLE COUPLING INSTALL 6'W REDUCER IF NEEDED 1/8, 1/16, OR 1/32 BENDS AS NEEDED NOTES: 1. IF EXISTING TEE IS NOT USEABLE FOR RECONNECTION, SEE STANDARD PLAN 406.1 FOR ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO EXISTING SEWER MAIN. 2. CONCRETE BLOCK REQUIRED AT NEW SADDLE WHEN ANGLE AT MAIN EXCEEDS 25'. SEE CITY OF RENTON STANDARD PLAN 406.1. 3. ALLOWABLE SIDE SEWER PIPE AND FITTINGS: POLYVINYL CHLORIDE (PVC) SDR 35 OTHER MATERIAL, AS APPROVED BY CITY INSPECTOR. 4. FOR 3" SEPARATION INSTALL 1'x2'x2" THICK STYRENE FOAM BLOCK BETWEEN NEW PIPE AND 6" SIDE SEWER RELOCATION. 5. IF NEW SD CONFLICTS WITH A CLEAN OUT RISER, RELOCATE AND INSTALL NEW CLEANOUT PER CITY OF RENTON STANDARD PLAN 406.1 AT LOCATION APPROVED BY ENGINEER. 6. ALL SIDE SEWER RECONSTRUCTIONS SHALL BE APPROVED BY CITY INSPECTOR. 7. PAYMENT FOR SIDE SEWER RELOCATION ONLY APPLIES WHERE SIDE SEWERS ARE NOT REPLACED AS A PART OF SCHEDULE C. WHERE THEY ARE REPLACED AS PART OF SCHEDULE C, THEY SHALL BE INSTALLED TO AVOID CONFLICT WITH NEW STORM. DETAIL 1 SIDE SEWER RELOCATION G5 SCALE: NTS 1 6" 0 1"=1'-0" mm&I Scale 2 1 3/4"=1'-0" 1!!I Scale A 2 Feet 2 Feet �a 4 Louis Berger ns�gE°tew �. 520 Pike St, Ste 1005, Seattle, WA 98101 -288.453.1043 N0. CONSTRUCTION GEOTEXTILE FOR SEPARATION WHERE REQUIRED BY ENGINEER — SAWCUT TRENCH WIDTH = PIPE ID + 30" (15" DIA PIPES AND SMALLER) 1.5 x PIPE ID + 18" (18" DIA PIPES AND LARGER) SEE TRENCH PAVEMENT PATCH AND PAVEMENT RESTORATION REQUIREMENTS ON DWGS D1 AND D2. )AX 1'-0„ — — MAX �r/T' t REPLACE UNSUITABLE FOUNDATION MATERIAL WHERE REQUIRED BY ENGINEER. UNLESS OTHERWISE DIRECTED BY ENGINEER NEW MATERIAL SHALL BE QUARRY SPALLS REDUCING SECTION PER COR STD. PLAP (MAY NEED MORE TI TO ACHIEVE GRADE) BID SET REVISION 55 NOTES: 1. SEE DWGS D1 AND SAWCUT D2 FOR HMA & CSTC THICKNESS. [.911 IH:7111� EX PAVEMENT PIPE ZONE BEDDING 6" MIN ABOVE PIPE �� s'Eziriss1 �, GRAVEL BACKFILL FOR PIPE ZONE BEDDING IN ACCORDANCE WITH COR STANDARD SPECIFICATIONS TRENCH WIDTH PAY LIMIT DETAIL r2 TYPICAL TRENCH — SCALE: 1"=l'—O" 2'-10 1/8" PIPE ZONE BEDDING 6" MIN BELOW PIPE 1ND FRAME AND COVER COR STD. PLAN 204.50 FLAT TOP SLAB 4 I M 3'-0" CATCH BASIN TYPE 1L PER COR STD. PLAN 200.10 DETAIL 5 TYPE 1L CB WITH CIRCULAR LIDSW12 SCALE: 3/4'1 AS NOTED DESIGNED TE wry JTEorve wce MSG 05/05/2017 MSG KEc oMaw IF INCHONE BY DATE APPR Sc LEFF E xcoaowcIFr PPR PMSG DETAIL 3 ASPHALT WEDGE CURB — SCALE: 1"=l'—O" 8" NOTES: CLASS "B" 1. 8" AND 6" CLEAN—OUT RINGS AND ASPHALT 2'-0° FRAME COVERS SHALL BE EAST JORDAN IRON DIA 2,_0„ WORKS, INC. NO. 3698 (PRODUCT N0. 00369803) OR APPROVED EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. CAST IRON RING AND COVER 2. IN UNIMPROVED AREAS, POUR A V-0" AND WATER TIGHT PLUG PER THICK, 2'-0" SQUARE CONCRETE, COR STD. DETAIL 403.1 CLASS 3000, PAD AROUND THE RING AND COVER. 3. INCLUDE 45' BEND(S) (ONE OR TWO) 6" OR 8" 45' 1/8 BENDS WHERE GREATER DEPTH IS NEEDED TO CONNECT TO MAIN, OR WHERE NEEDED 6 TO AVOID UTILITY CONFLICT. 6" OR S" WYE—,,,,\\yy� 6" OR 8"--, TO STORM MAIN 0.02 FT/FT MIN SLOPE m Of W U U FLAT TOP SLAB Wo 13" 3 DUND FRAME AND COVER ER COR STD. PLAN 204.50 EDUCING SECTION ER COR STD. PLAN 200.10 ;ATCH BASIN TYPE 1L 'ER COR STD. PLAN 200.10 6 OR 8" 45' 1/8 BEND (SEE NOTE 3) CONNECT TO EX 6" OR 8" LATERAL DETAIL 4 STORM LATERAL CLEANOUT SW8 SCALE: 1"=l'—O" FRAME & GRATE NOTES: TOP OF ROADWAY 1. INSTALL CB SUCH THAT FRAME AND GRATE ABUTS THE FACE OF THE CURB. ADJUSTMENT SECTION 2. ADJUSTMENT SECTIONS SHALL BE INSTALLED TO FINISHED GRADE USING GROUT IN A TYPE 2 CONTINUOUS LAYER BETWEEN CATCH BASIN CB TOP AND ADJUSTMENT SECTION. DETAIL s TYPE 2 CB GUTTER LINE PLACEMENT G5 SCALE: 1"=V-0" PIPE MATERIAL AS SPECIFIED BY THE ENGINEER RECOMMENDED FOR APPROVAL BY JOSEPH FARAH SURFACE WATER UTILITYENGINEER � l�1 HaR.orv. rv�°P8°,ss, RENTON HILL UTILITY REPLACEMENT PROJECT 05/05/2017 CITY OF STORM SYSTEM IMPROVEMENTS ""°BOOK MIL RENTON E. °AT"M IDC NO Planning/Building/Public works Dept SW 15 CIVIL DETAILS 1 OF 2 SHEET. OF, 48 89 S W P 3 8 2 4 LU N 0 m pzS!Gl. TRENI PER SPEC roman DETAIL 1 DOWNSTREAM TRENCH DRAIN CONNECTION SW10 SCALE: NTS ° as a a ° a a a IF a a a a a a a EX SIDEWALK 2' 12" DI SPOOL REPLACE EX CURB (SEE NOTE 5) 1'-5" SEE NOTE 6. BEGIN TRANSITION SECTION. INITIAL SIZE SHALL BE 15"Wx19.67"D ABT POLYDRAIN PDX TRENCH DRAIN WITH SECTION SLOPE OF 4% SAWCUT NOTES: 1. INSTALL TRENCH DRAIN SUCH THAT FRAME AND GRATE ABUTS THE FACE OF THE TOP OF CURB. ROADWAY 2. MINOR REGRADING OF ROADWAY MAY BE NECESSARY TO MATCH GRADE AT EDGE OF ROADWAY TO TRENCH DRAIN GRATE. 3. TRENCH DRAIN AND GRATE SHALL BE HS -20 LOAD RATED. GRATE SHALL BE MODEL #603 OR #606 AS DETERMINED BY ENGINEER. 4. TRENCH DRAIN TO BE CONSTRUCTED PER MANUFACTURER'S RECOMMENDATIONS. 5. NEW CURB IS INCIDENTAL TO TRENCH DRAIN BID ITEM. 6. CONTRACTOR TO MATCH TRENCH CROSS SLOPE TO EXISTING GUTTER CROSS SLOPE. DETAIL 2 TRENCH DRAIN CURB SECTION SW10 SCALE: NTS APPROX SURFACE SLOPE END TRANSITION SECTION. FINAL SIZE SHALL BE 15"Wx7.87"D ABT POLYDRAIN PDX TRENCH DRAIN WITH SECTION SLOPE OF 4% CONNECT 12" DI SPOOL TO NEW TRENCH DRAIN PER MANUFACTURER'S RECOMMENDATION. APPROX. 25 LF TRANSITION SECTION WITH 4% PRE—SLOPED SECTIONS. CROSS SECTION PER DETAIL 2 ON DWG SW16. TRENCH DRAIN BEDDING PER MANUFACTURER'S RECOMENDATIONS APPROX. 82 LF 15"Wx7.87"D ABT POLYDRAIN PDX TRENCH DRAIN WITH 0% PRE—SLOPED SECTIONS. CROSS SECTOIN PER DETAIL 2 ON DWG SW16. DETAIL r3 RECOMMENDED FOR APPROVAL BY TRENCH DRAIN TRANSITION SECTION SW10 JOSEPH FARAH SCALE: NTS SURFACE WATER UTILITYENGINEER � l�1 SURVEYED SEAS NOTED VERTII989;99, RENTON HILL UTILITY REPLACEMENT PROJECT 05/05/2017 �� �► CITY OF • °"Eo TE °R.°".a� "� � STORM SYSTEM IMPROVEMENTS ""°°°°" Louis Berger �w" STE ML PAGE RENTON BID SET MSG 05/05/2017 MSG STEEPEN AT NET "�" DATUM W L . E"' "E "°" Plan /13w1din /Public Works Det CIVIL DETAILS 2 OF 2 SW 1 6 520 Pike St, Ste 1005, Sea81e, WA 98101 -206.453.1043 NO. REVISION BY DATE APPR APPROVED SCALE xc°aDi"OIFr P P SHEEN: 49 OE. 8 9 ©©oa©o©m CA FE FF i FF E N T■ �i C) LLJ rr 11 Z LU LLJ C) Q LLJ J_ J J_ Z 0 Z LU TRENCH (SEE DETAILS) PAY LIMIT OF TRENCH TEMPORARY PAVEMENT RESTORATION DETAIL NOTES: L ALL TRENCHES IN ROADWAY AREAS SHALL BE BACKFILLED AND PATCHED PER SPECIAL PROVISION 5-06.1 AT END OF EACH WORK DAY. THIS WORK IS INCIDENTAL TO ALL TRENCH RESTORATION WORK. 2, TEMPORARY COLD MIX PATCHES SHALL BE INSPECTED EACH DAY AND MAINTAINED TO PROVIDE A SMOOTH DRIVING SURFACE. 3. ALL TEMPORARY PATCHES ON TRENCHES SHALL BE PERMANENTLY PATCHED WITH HMA AT THE END OF EACH WORK WEEK UNLESS APPROVED BY THE ENGINEER. 6" TT6" I ASPH. CONC. CEMENT, TYP. LOT OR COLD MIX PAY LIMIT TRENCH BACKFILL 6' — SEWER & STORM SAWCUT FINAL JOINT TYP. EACH SIDE 12" TYP TRENCH (SEE DETAILS) PAY LIMIT OF TRENCH PAYMENT LIMIT OF PATCH PERMANENT TRENCH RESTORATION DETAIL NOTES: EX. ASPH. CONC. PAVEMENT, TYP. 4" OF HMA (CLASS ?") PATCH PAVING SHALL BE DONE IN 2 — 2" LIFTS 6" CSTC BACKFILL (SEE BEDDING/BACKFILL DETAIL) 1. ALL TRENCHES IN ROADWAY AREAS SHALL BE BACKFILLED AND PATCHED PER SPECIAL PROVISION 5-06.1 AT END OF EACH WORK DAY. THIS WORK IS INCIDENTAL TO ALL TRENCH RESTORATION WORK. 2. THE FINAL SAWCUT JOINT SHALL BE A MINIMUM OF 1' BEYOND THE UNDISTURBED EDGE OF THE TRENCH. 3. ALL ASPHALT PATCH AREA OUTSIDE OF PAY LIMIT SHOWN SHALL BE CONSIDERED INCIDENTAL TO OTHER ITEMS OF WORK. 4. ALL TEMPORARY PATCHES ON TRENCHES SHALL BE PERMANENTLY PATCHED WITH HMA AT THE END OF EACH WORK WEEK UNLESS APPROVED BY THE ENGINEER. SEE DETAIL FOR STREET RESTORATION REQUIREMENTS BACKFILL MATERIAL SHALL BE 100% SELECT IMPORTED BACKFILL PER SECTION 9-03.19 (BANK RUN GRAVEL FOR TRENCH BACKFILL) PROPOSED SEWER, WATER & STORM PIPES FOR SEWER & STORM PIPE ZONE MATERIAL PER SECTION 9-03.12(3) GRAVEL BACKFILL FOR PIPE ZONE BEDDING OR PEA GRAVEL. FOR WATER PIPE ZONE MATERIAL BANK RUN GRAVEL FOR TRENCH BACKFILL PER SECTION 9-03.19 !� EXCAVATION OF UNSUITABLE SOIL AND BACKFILL OF FOUNDATION MATERIAL (IF NECESSARY) DEPTH AS APPROVED BY ENGINEER. MATERIAL SHALL MEET SECTION 9-03.9(1) BALLAST TYPICAL TRENCH BEDDING AND BACKFILL NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT PIPE ZONE MATERIAL TO 90% MINIMUM DENSITY EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION WILL BE HAND TAMP ONLY. 4. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. 5. ALL EXCAVATION AND BEDDING AND BACKFILL MATERIALS BEYOND PAY LIMIT OF TRENCH SHALL BE INCLUDED WITHIN THE TRENCH EXCAVATION SAFETY SYSTEMS BID ITEM. • IXISTING UTILITIES ARE SHOWN FOR ® ONE -CALL REFERENCE ONLY. CONTRACTOR SHALL FIELD LOCATE ALL ENISTING 9-800-424-5555 Unum A MINIMUM OF 722 HOURS Know what's below. PRIOR TO CONSTRUCTION. Call before you dig. J NO. REVISION 7iel�lie�»J oESICNEo- AW o wN: AW CHECKED, w, Ac SEAL WITH Ar FULL SCALE IF NOT ONE INCH SCALE AccoaolNOLY IW I� I� 0 �z I TRENCH PATCHING AT DRIVEWAY APPROACH HOR�o .At�Nao°9sa�a�,ss, DATUM NTS HMA PATCH FOR STORM LINE AND CATCH BASIN LATERAL CONSTRUCTION. HMA PATCH FOR SEWER LINE AND SIDE SEWER CONSTRUCTION. 8'+ (T7 8± (TY WIDTH VARIES 't (TYP.) FOR 4TER SERVICE. HMA PATCH FOR WATER LINE AND WATER SERVICE CONSTRUCTION. (TYP.) TRENCH PATCHING FOR SANITARY SEWER SIDE SEWERS WATER MAINS, AND WATER SERVICES CONCRETE CURB AND GUTTER, ASPHALT WEDGE CURB, OR PLAIN EDGE OF PAVEMENT TO MATCH EXISTING CONDITIONS. SEWER TRENCH PAY LIMIT OF PATCH SEWER TRENCH PAY LIMIT OF TRENCH STORM TRENCH PAY LIMIT OF PATCH STORM TRENCH PAY LIMIT OF TRENCH NTS — WATER TRENCH PAY LIMIT OF PATCH WATER TRENCH PAY LIMIT OF TRENCH TRENCH PATCHING FOR SANITARY SEWER, SIDE SEWERS WATER MAINS, AND WATER SERVICES NTS NOTES: T THE DETAIL ABOVE IS A REPRESENTATION OF THE OVERLAP OF EACH PERMANENT PATCH FOR EACH NEW UTILITY PATCH. 2. IT IS UNDERSTOOD THAT PORTIONS OF PREVIOUSLY PLACED PERMANENT TRENCH PATCHES WILL NEED TO BE REMOVED TO ACCOMMODATE THE "FINAL" PATCHES OF EACH SUCCESSIVE UTILITY PATCH. THE CONTRACTOR WILL BE PAID FOR EACH PATCH INSTALLED INCLUDING THOSE PORTIONS OF PREVIOUSLY INSTALLED PATCHES THAT WILL BE REMOVED BY THE SUCCESN VE PATCHES. E THE CONTRACTOR SHALL HAVE HIS SURVEYOR VERIFY THE ELEVATIONS OF THE EXISTING ROADWAY CENTERLINE, CROWN, AND EDGE OF PAVEMENTS TO ENSURE THAT THE ROADWAY IS PATCHED TO MATCH THE EXISTING GRADE. CITY OF RENTON HILL UTILITY REPLACEMENT PROJECT RENTON TRENCH SECTION AND PAVING DETAILS Planning/Building/Public Works Dept. WHO 06/19/17 TALKS H IASI oaawwc No: D-1 STEEL OF 67 88 WW4 d a A. a D a d a a a 4° as a Q I O d a a $ a Q a � a d d a ° a a SAWCUT FINAL JOINT TYP. EACH SIDE 12" TYP TRENCH (SEE DETAILS) PAY LIMIT OF TRENCH PAYMENT LIMIT OF PATCH PERMANENT TRENCH RESTORATION DETAIL NOTES: EX. ASPH. CONC. PAVEMENT, TYP. 4" OF HMA (CLASS ?") PATCH PAVING SHALL BE DONE IN 2 — 2" LIFTS 6" CSTC BACKFILL (SEE BEDDING/BACKFILL DETAIL) 1. ALL TRENCHES IN ROADWAY AREAS SHALL BE BACKFILLED AND PATCHED PER SPECIAL PROVISION 5-06.1 AT END OF EACH WORK DAY. THIS WORK IS INCIDENTAL TO ALL TRENCH RESTORATION WORK. 2. THE FINAL SAWCUT JOINT SHALL BE A MINIMUM OF 1' BEYOND THE UNDISTURBED EDGE OF THE TRENCH. 3. ALL ASPHALT PATCH AREA OUTSIDE OF PAY LIMIT SHOWN SHALL BE CONSIDERED INCIDENTAL TO OTHER ITEMS OF WORK. 4. ALL TEMPORARY PATCHES ON TRENCHES SHALL BE PERMANENTLY PATCHED WITH HMA AT THE END OF EACH WORK WEEK UNLESS APPROVED BY THE ENGINEER. SEE DETAIL FOR STREET RESTORATION REQUIREMENTS BACKFILL MATERIAL SHALL BE 100% SELECT IMPORTED BACKFILL PER SECTION 9-03.19 (BANK RUN GRAVEL FOR TRENCH BACKFILL) PROPOSED SEWER, WATER & STORM PIPES FOR SEWER & STORM PIPE ZONE MATERIAL PER SECTION 9-03.12(3) GRAVEL BACKFILL FOR PIPE ZONE BEDDING OR PEA GRAVEL. FOR WATER PIPE ZONE MATERIAL BANK RUN GRAVEL FOR TRENCH BACKFILL PER SECTION 9-03.19 !� EXCAVATION OF UNSUITABLE SOIL AND BACKFILL OF FOUNDATION MATERIAL (IF NECESSARY) DEPTH AS APPROVED BY ENGINEER. MATERIAL SHALL MEET SECTION 9-03.9(1) BALLAST TYPICAL TRENCH BEDDING AND BACKFILL NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT PIPE ZONE MATERIAL TO 90% MINIMUM DENSITY EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION WILL BE HAND TAMP ONLY. 4. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. 5. ALL EXCAVATION AND BEDDING AND BACKFILL MATERIALS BEYOND PAY LIMIT OF TRENCH SHALL BE INCLUDED WITHIN THE TRENCH EXCAVATION SAFETY SYSTEMS BID ITEM. • IXISTING UTILITIES ARE SHOWN FOR ® ONE -CALL REFERENCE ONLY. CONTRACTOR SHALL FIELD LOCATE ALL ENISTING 9-800-424-5555 Unum A MINIMUM OF 722 HOURS Know what's below. PRIOR TO CONSTRUCTION. Call before you dig. J NO. REVISION 7iel�lie�»J oESICNEo- AW o wN: AW CHECKED, w, Ac SEAL WITH Ar FULL SCALE IF NOT ONE INCH SCALE AccoaolNOLY IW I� I� 0 �z I TRENCH PATCHING AT DRIVEWAY APPROACH HOR�o .At�Nao°9sa�a�,ss, DATUM NTS HMA PATCH FOR STORM LINE AND CATCH BASIN LATERAL CONSTRUCTION. HMA PATCH FOR SEWER LINE AND SIDE SEWER CONSTRUCTION. 8'+ (T7 8± (TY WIDTH VARIES 't (TYP.) FOR 4TER SERVICE. HMA PATCH FOR WATER LINE AND WATER SERVICE CONSTRUCTION. (TYP.) TRENCH PATCHING FOR SANITARY SEWER SIDE SEWERS WATER MAINS, AND WATER SERVICES CONCRETE CURB AND GUTTER, ASPHALT WEDGE CURB, OR PLAIN EDGE OF PAVEMENT TO MATCH EXISTING CONDITIONS. SEWER TRENCH PAY LIMIT OF PATCH SEWER TRENCH PAY LIMIT OF TRENCH STORM TRENCH PAY LIMIT OF PATCH STORM TRENCH PAY LIMIT OF TRENCH NTS — WATER TRENCH PAY LIMIT OF PATCH WATER TRENCH PAY LIMIT OF TRENCH TRENCH PATCHING FOR SANITARY SEWER, SIDE SEWERS WATER MAINS, AND WATER SERVICES NTS NOTES: T THE DETAIL ABOVE IS A REPRESENTATION OF THE OVERLAP OF EACH PERMANENT PATCH FOR EACH NEW UTILITY PATCH. 2. IT IS UNDERSTOOD THAT PORTIONS OF PREVIOUSLY PLACED PERMANENT TRENCH PATCHES WILL NEED TO BE REMOVED TO ACCOMMODATE THE "FINAL" PATCHES OF EACH SUCCESSIVE UTILITY PATCH. THE CONTRACTOR WILL BE PAID FOR EACH PATCH INSTALLED INCLUDING THOSE PORTIONS OF PREVIOUSLY INSTALLED PATCHES THAT WILL BE REMOVED BY THE SUCCESN VE PATCHES. E THE CONTRACTOR SHALL HAVE HIS SURVEYOR VERIFY THE ELEVATIONS OF THE EXISTING ROADWAY CENTERLINE, CROWN, AND EDGE OF PAVEMENTS TO ENSURE THAT THE ROADWAY IS PATCHED TO MATCH THE EXISTING GRADE. CITY OF RENTON HILL UTILITY REPLACEMENT PROJECT RENTON TRENCH SECTION AND PAVING DETAILS Planning/Building/Public Works Dept. WHO 06/19/17 TALKS H IASI oaawwc No: D-1 STEEL OF 67 88 WW4 EX.SSMH.TYPE 1-48" RI M=432.26 IE=8" PVC E=420.76 (I E=8" PVC W= 420.61 T) EXIST GAS LINE CB 2,TYPE 1-12" STA:1 +90.00 RIMA30.27 I E:427.24 12" CHELAN AVE NE EXIST SANITARY SEWER SYSTEM W EX.SSMH.TYPE 1-48" O\X // Z W o � W RI M � 433.11 � PHONE LINE 6.5 Q I E=8 PVC E=416.00 (I N) 11 4 GAS GAS GAS AS GAS GAS GAS GAS GAS AS G - Z IE=8" PVC W= 413.91 (OUT) �, STORM SYSTEM Q DROP 420.47 ° E 0+25 S E 7.0 r T UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT U EX SMH - (3) 0 25 6.5 0+50 0+75 1 +00 1-25 1 +50 1 75 UGT STA:0+00.00 tE'Q F--� /F-� 167.00' of 0.50% Z . . . ..... S [9 -1 Q RIM :433.04 0 2 7.5 0+50 0+75 1 00 1 +25 1+50 1 +75 � NEW I E:423.44 12" � Easement Proposed 0 0 E EX IE E=415.69 M E E -X -X C) EX I E W=415.69 Q REPLACE THE EX C131- SEE THE STORM WITH (TYPE -II -48") SYSTEM PROFILE STA:0+00.00 STA:0+30.00 OFF: -12.17L Z RIMA32.25 X I E :426.40 12" , w w PARCEL ID 1023059168 a w PLAN SCALE: 1"=20' 442 442 EX.SSMH.TYPE 1-48' RIM=433.07 440 -1I= 8"-I Vs -E=416.9 (IN) 440 EX SMH - (3) IE=8" PVC W= 413.9 (OUT) CB 2,TYPE 1-12" STA:0+00.00 DROP 420.47 0 438 A :1-�.�.�00 M438 RIMA33.4 EXISTING GRADE RIMA30.27 IE:426.275 12" REPLACE THE Ex Cel- OVER PIPE IE:427.24 12" < 436 ITH (TYPE -II -48" 436 STA:0+30.00 OFF: -12.17L E IMA32.25 Q ti E I E :42 .4 12" n! ._0 434 W M 434 CCS 0.46 ° Q > � 432 % W 432 QD W W430 430 428 428 167.00' of 12" @ 0.50% 2510of 12" @ 0.50% 426 426 424 424 422 PROFILE 422 0 HORZ. SCALE: 1"=20' 420 VERT. SCALE: 1"=5' 420 1 "=20 1 20' 1010014 "`` 1AD tMIM CITY OF 5 2.5 0 5 10 20 10 0 20 40 YA R E N TO N 1 =5 1 =20 YA ow NM DATUM Scale Feet Scale FeetF /Z RM Planning/Building/Public Works Dept. IFWr0 NO. REVISION BY DATE APPR8 9"`E �r"a`s 00 J � W U U-) ryo CO Q N O T_ EX.SSM .TYPE 1- 8" RI M=432.26 E=8" PV E=420. (IN) IE=8" PV W= 420.1 (OUT) GAS ism 15.3 3.7 LEGEND 61�� EXIST SANITARY SEWER MANHOLE NEW CATCH BASIN SANITARY SEWER MAIN TAP O DUCTILE IRON CAP FITTING GATE WATER SYSTEM VALVE Easement - - Building Fence X X X Telephone (Underground) UGT Gas GAS Sanitary Sewer Water ^ J Storm (size noted) svv Storm Improvement Project 08/15/2018 �aeooia NE 10TH STAND CHELAN AVE NE o�wrw nog STA. 9+00 TO 14+75 1 O1 D- 0 3 8 2 4 I SW OF SEC 17, TWP 23N, RGE 05E, W.M. INW FSC 20, TWP 23N,W.M. ch U) '2 2' TA17.46 BR C SSMH(R) BURIED NO MONUMENT FOUND—" CALCULATED POSITION N:175227.0928 STEEL E:1302293.9905 -- 11 NO cor. "NO BENCHMARK G SOUTHERLY MOST BONNET BOLT OF FIRE HYDRANT AT THE NORTHEAST CORNER OF S 9TH AVE AND RENTON AVE S ELEVATION -306.63' 616 S 9TH ST SSMH SOB TYPE 329470 0111 RIM�31Zi1 RIM -302,66 CB TYPE y q ssx IE=30096(8 P ) 31a_aTt 31 sa PVC E, W) 12 DEC `To a f 10 �6 vOP (N) OF ST $i e T sR 30¢ 30963 COC: 308x81 x 3 6 > M-3102 CDC—.301 3 ( _ 0. __(6IP NS "4-,A .� �.. ., _ 9T .;STrHs�GE'4'�°GRAVEL t ...,�,>`}, #,. 31s oa t” m VAE e,k 'P�*CB W �i ` 11 V'a" q RU LU MANHULL kV) �i 3,A 13„8 PSS Cd38 t'299.38 1 :: i \gyp lH EAVE -Gt4E- aa'0,A CB RIM: TYPE 1 308.29 A 306.49 (12' CONC E) �R (12" CONE W) d s (3 3 w av„ tll 12E t I s i a i X 3i p'� dm t .. jIF coq I ai x? Jnr 1 2y 6V t a i i �sw ( i x �. m k3, °A e3 I av C � Py x 5• 3 c� '2 2' TA17.46 BR C SSMH(R) BURIED NO MONUMENT FOUND—" CALCULATED POSITION N:175227.0928 STEEL E:1302293.9905 -- 11 NO cor. "NO BENCHMARK G SOUTHERLY MOST BONNET BOLT OF FIRE HYDRANT AT THE NORTHEAST CORNER OF S 9TH AVE AND RENTON AVE S ELEVATION -306.63' 616 S 9TH ST SSMH SOB TYPE 329470 0111 RIM�31Zi1 RIM -302,66 CB TYPE y q ssx IE=30096(8 P ) 31a_aTt 31 sa PVC E, W) 12 DEC `To a f 10 �6 vOP (N) OF ST $i e T sR 30¢ 30963 COC: 308x81 x 3 6 > M-3102 CDC—.301 3 ( _ 0. __(6IP NS "4-,A .� �.. ., _ 9T .;STrHs�GE'4'�°GRAVEL t ...,�,>`}, #,. 31s oa t” m VAE e,k 'P�*CB T �i 30051 BLRo 29$.,57 ` 11 V'a" q F�aM=3oi 2a IE 299 88(0 CONC N) �i 7... {�F3 i tt,v 'l Yz ttk 1 "v Cd38 t'299.38 1 :: i \gyp lH EAVE -Gt4E- aa'0,A CB RIM: TYPE 1 308.29 A 306.49 (12' CONC E) �R (12" CONE W) d 4 tL:306.44 j/3 N BTM: 306.19 av„ i I s Iw rn�n i a i X 3i p'� dm x x 3( coq SSMH r 1 i s? RIM=284 o COC -280 .74 3z` (12^GONG N) • r CIVIL ENGINEERS & LAND SURVEYORS 2009 MINORr. BRH Washingtori 1-800-935-0508 rt. .. PPE i VE 31 q D Rlt . 31a. 311.4o 1�"PSD '� w.>.O � u 0 311 S6t v.L3 ry^ I hq ti Y Nx2 I y T X310.92 v v ys o�hoe 09a^ �y >; 313, 2h'3336 3.31550 " % n n c CB TYPE 1 es CB TYPE �- _ RIM: 310.91 RIM: 31299 E:31001 (4" CONC S) BTM 309.01 E:310.99 (12" CANA E) � IE:311.59 (4 ADS) --------------------------- TAW A 31%4,9 (12 CONC BTM: 309.89 1307 S 91H ST PARCEL: 329470-0120 1313 S 8TH ST PARCEL: 329470-0150 811 S 9TH ST PARCEL: 329470-0160 FOUND TACKIN LEAD DOWN ITI 2.20' IN MONUMENT IN CASE BELOW ASPHALT N:175219.2532 E: 1302613.5946 BENCHMARK "F" TOP CENTER BOLT OF FIRE HYDRANT AT THE NORTHWEST CORNER OF 5I 9TH AVE AND GRANT AVE S ELEVATION= 349,39' 1 O �Z \<\ 90.7 GRANT Ali S PARCEL: 329 470- 0145 "CON I I I I RIM 3436.90 TW -31 3.50 3D S 30 i i I N—.. "�6 u"h' ( P k St9TH ST AN''t`A9E� € . a at y } N(N THRU TQ FIC" a I aa'0,A i x �R a; 2 TJ �9sz i I rn � I i a i 30' x x 3( coq I ai x? Jnr 1 wi i i i I 97��VICINITY MAP_ 812 W 32 IRON FEf ON C 2 n VP, ss k LER VALVE V-3.48.12 V=34?S.A9�e" GRAS M �yy 1 T E 3444 ads �`.......sM-- 20 0 10 20 s � o IN MT -t2 �sb(it7-� 1m< 1 inch - 20 1t A s * Q IRON FENCE CRW/ROCKE 1�C 1405 S 9T 11 PARCEL 329470-C ® OF RENTON r � Dept.IL I;m i I Planning/Building/Public Works TOPOGRAPHIC SURVEY WATER MAIN REPLACEMENT PROJECT RENTON HILL RENTON, WASHINGTON �_iC1►11►11► ch U) IL IL n i ® AREA DRAIN ABAN/RET ABANDONED/RETIRED ASPHALT (ASPH) SLOP BOLLARD >sT BRICK SURFACE BUILDING LINE CONCRETE SURFACE GONG CONCRETE CW/BW CONCRETE/BRICK WALK CRW/BRW CONCRETE/BRICK RETAINING WALL CP/IP CONCRETE/IRON PIPE 9TON AVE S 4RCEL 40-0090 D NTON AVE S ARCEL 40-0444 ASPHALT CHAIN LINK FENCE (CLF) COL COLUMN IY1 MONUMENT LINE CS/WS CONCRETE/WOOD STAIRS CON CONIFEROUS TREE DEC DECIDUOUS TREE CMP CORRUGATED METAL PIPE DEACT DEACTIVATED DWY DRIVEWAY ECd ELECTRICAL CONDUIT ►!4 FOUND SURVEY MONUMENT (AS NOTED) C( FIRE HYDRANT GB GRADE BREAK FOUND PK NAR 333 RENTON AVE S PARCEL: 722140-0090 iaU Wt o SEC L\GA ^oa° DRIVE h RGE i GAS VALVE NW POLYETHYLENE ( s P.S. i t fw RGE ) 1055 SOUTH GRADY WAY IRON FENCE (WIF) - PIPE FLOW DIRECTION IE INVERT ELEVATION PS/PSS a IF IRON PIPE PSD STORM DRAIN v C LIGHT POLE (WOOD) CUT PRIVATE CATCH BASIN 0 I (R) RECORD DATA LSCAPE LANDSCAPE/PLANTER (LSC) z ----------- '�,-- --- - EAVE n O O SANITARY SEWER/STORM DRAIN i • i BOX 97034 iTHEREFORE,BRH DOES : f . i FOR 1ELLEVUE. WA 98009-9734 THE EXISTENCE OF UNDERGROUND TELECOMMUNICATIONS/FIBER OPTIC LINES '425) 454-6363 MICH ARE NOT MADE PUBLIC RECORD WITH THE LOCAL JURISDICTION. AS ROCKERY ALWAYS, CALL 1-800-424-5555 BEFORE CONSTRUCTION. PRIVATE MAILBOX ? LINK 336 RENTON AVE S MPE MEDIUM DENSITY POLYETHYLENE PARCEL RAIL ROAD TIE WALL „ 722140-0445 SW SERVICE DRAIN (STORM) • ,- SEC 17, TWIP 23N, RGE i GAS VALVE NW POLYETHYLENE GUY OF P.S. i TWP 23N, RGE i 1055 SOUTH GRADY WAY SD SERVICE DRAIN (STORM) LEGEND STEEL WRAPPED G GAS MAIN OHP/OHT OVERHEAD POWER/TELEPHONE CD GAS VALVE PE POLYETHYLENE GUY GUY WIRE P.S. PARKING SPACE(S) } GUY ANCHOR (P) PAINTED UTILITY LOCATION 1055 SOUTH GRADY WAY IRON FENCE (WIF) - PIPE FLOW DIRECTION IE INVERT ELEVATION PS/PSS COMBINED/SANTIARY SEWER IF IRON PIPE PSD STORM DRAIN v C LIGHT POLE (WOOD) CUT PRIVATE CATCH BASIN 0 LIGHT POLE (DECORATIVE) (R) RECORD DATA LSCAPE LANDSCAPE/PLANTER (LSC) ,IATURAL GAS: LINES ARE NOT ALWAYS AVAILABLE TO THE PUBLIC. BRH HAS NOT GRAVEL SURFACE O O SANITARY SEWER/STORM DRAIN MANHOLE • i BOX 97034 iTHEREFORE,BRH DOES : f . i FOR 1ELLEVUE. WA 98009-9734 THE EXISTENCE OF UNDERGROUND TELECOMMUNICATIONS/FIBER OPTIC LINES '425) 454-6363 MICH ARE NOT MADE PUBLIC RECORD WITH THE LOCAL JURISDICTION. AS ROCKERY ALWAYS, CALL 1-800-424-5555 BEFORE CONSTRUCTION. PRIVATE MAILBOX PRIVATE PROPERTY . LINK MARGINSCENTURY OF OF i M ON Y.., OF MPE MEDIUM DENSITY POLYETHYLENE RRW RAIL ROAD TIE WALL SD SERVICE DRAIN (STORM) STW STEEL WRAPPED CO CLEANOUT SSS SANITARY SIDE SEWER a SIGN/STREET NAME SIGN PROVIDERS: TEMPORARY BENCHMARK (TBD) TCd TELEPHONE CONDUIT (BURIED) TV TELEPHONE VAULT TW TOP of WATER VALVE TS TELEPHONE SENTRY 1055 SOUTH GRADY WAY TRAFFIC FLOW DIRECTION TOP TOP of BANK O UP UTILITY POLE (WOOD) BENCHMARK "N" TOP CENTER BOLT OF FIRE HYDRANT ON THE WEST SIDE 329 RENTON AVE S OF RENTON AVE S IN FRONT PARCEL: OF 329 RENTON AVE S 319 RENTON AVE S 315 RENTON AVE S 311 RENTON AVE S 722140-0080 ELEVATION 17030' 321 RENTON AVE S ro PARCEL PARCEL PARCEL e WATER VALVE a' 7221.40 0050 Re 722140-0045 A 722140-0055 RIM=16750 PARCEL , 0 722140-0056 o- n SSMH TW=166 WATER VALVE qry rG ,+.' P 66.20 RIM=170.21 RIM=16718 h6 h. u? ( 'K 67.74 W e (8"PVOCCN & S) GRASS TW i65t38 >sss ` Gry e GRASS p `J. r '141 a o° 6 ey_ cn >ss oe ?` ho- ° } "T\'i�- D NO VE (2 W CNC 1.,,, Mb ,PARK11V6 JF 1 YSC 6/ ORItE FC`dy LSC THIS sift :DRI "iv �` °'s a0. n5 � "• D6 �E � �^ GR SS Ct •� a9 ?05 W9a o >s a o i 715, CW4 M i e'. 15 D';WY s SC y P : � b : 9'DWY a°' WM 1N �9 DWsi'At 5 CV✓p ,� a ,�� A1 1t : 3�t'3 QTY a M,- ,«.w �,z.��,, ,, C t tTE 15�� c �j1'. nr � �.. � s i fl V✓� i '7 �a, P s "ASPH LT Y ®t P " _ v* " z S PVC IE 135X95 u' .. „.r.�,i.,.J F'i d IE< 12fl 77 0 501'25 zz'iv 9z .zs' ;tx'1 x ^6 s� : a ',,P, IE 1doSI fit. e M a �^� n 152 3 � 68 A ' P SIA ALT` � > a n 950161 2^ IE 1 4 792: IE RA OR� „y. s 6Tw H ,UP T' �'� i m`- t, -.t ,t -?e+, --J. t �; ,ti r '�,,, T, 1 z L =✓ i x e } a"a ^'SYS tirr .:y xw..^a,.. ..,..." 8 STOW HP G P 3 Y Y n- 2 .0 K �. .�. 8 Sim HR G " wy y° e Ys SCW s Y> 3 as t StCW> a 12t Y3' >611 ,WY,t s. of ...d..: ss,ti i�v bt 5'CWt59^ ti rt;S`.a ass vWM -v,,:^..,.I5CW s� �s cr a4 '�,`S, , ,e, pRIYA: 3aos '" �^,.x,v x. ,t V, , ` y° d \ LSCA > 6, DRYtl€€`.., LSCAPE o •;, a- +.:.+, tRc..4,' Js ~7.;.. 4 22 60' 6 b 6t.,,..`,°J ea >",. YIELD TO UPHILL ^� e CONC ss ss 5t =%. s I ^R'��� s CONC TRAFFIC a^ DRIVE x>ss 'sa SDMH ao2oa �lV saDRIVE�p GRASS 'e RIM 140.43 i "NO PARKING IE=134.68 8"ADS E GRASS NORTH of HERE.' ( ) a INLET IE=136.0312"CMP N ( ) RIM -14D.32 rz" BOT=134.68 E=137.87(8"ADS W) U, GRASS BOT -137.77 ------- EAVE ------------ ,330 ---- 330 RENTON AVE S PARCEL: 326 RENTON AVE S 318 RENTON AVE S 722140-0447 3 9 iiT i. f.:.L ,, yy• POSITIONS i' COORDINATES ARE BASED ON DATA POINT ,ENT418, BRASS PIN SET IN TOP OF .INTERSECTIONOF • RENTON NORTH: ii EAST. 1302310.3249 QW 7TH STREET AND JONES VOITTV: 175877.1700 EAST -43113337.47011 - IIS ARE BASED Or 01 CORTROL POIRT AIABER RENT418. BRASS PIN SET IN TOP OF i INTERSEC11ON OF RENTON ELEVATION i ELEVATIONS D BY CITY OF RENTON CONTROL POINT PLUG IN CONCRETE i i BELOW GRADE. AT THE INTERSECTION OF • AND PUGET DRIVE ELEVATION • r CIVIL ENGINEERS & LAND SURVEYORS fi• MINORf. SEATTLE, Washingtori 1-800-935-0508 BRH ft. .. 722140-0446PARCEL ff, 722140-0455 W Y f f WM WATER METER W WATER VALVE (V) CITY OF RENTON SEWER VIDEOS PROVIDERS: SANITARY SIDE Al IS .. CALCULATED OR SCALED FROM VARYING SEWERS,SIDE gANITAY SEWERS, STORM DRAINAGE, WATER _i SOURCES OF RECORD INFORMATION. DIRECT MEASUREMENTS AT CONTROL CITY i•RENTON MANHOLESUTILIZED. THE RECORDS1 FOR EACH OCCURRENCE 1EVELOPMENT SERVICES ARE IDENTIFIED. BRH DOES i OF i OF 1055 SOUTH GRADY WAY SUCH RECORDS OR THE RESULTING LINES SHOWN HEREON. T�ENTON, WA 98055 REBAR AND CAP 430-7200 BURIED iWN AS INDICATED Oi`Y D � •i ii Y i •i • i IN THE POSSIBLE ' • SOUND FIELD.ERGY i LIABILITY YR THE . Y i RECORDS. ACCURACY 355 110TH AVENUE NE FOR THE FINAL LOCATIONOF ':fi •\... f f Y' Y00 AT THE NORTHWEST '888) 225-5773 TELECOMMUNICATIONS/FIBER OPTIC DISCLAIMER: B.HYDRANT BENCHMARKHYDRANT RECORDS OF UNDERGROUND TELECOMMUNICATIONS AND/OR FIBER OPTIC ,IATURAL GAS: LINES ARE NOT ALWAYS AVAILABLE TO THE PUBLIC. BRH HAS NOT SOUND i i EACH OF THE MANY COMPANIES,COURSEi... THIS 10885 ISE 4TH STREET, SUITE 1200 SURVEY, MICH COULD HAVE UNDERGROUND LINES WITHIN ADJACENT • i BOX 97034 iTHEREFORE,BRH DOES : f . i FOR 1ELLEVUE. WA 98009-9734 THE EXISTENCE OF UNDERGROUND TELECOMMUNICATIONS/FIBER OPTIC LINES '425) 454-6363 MICH ARE NOT MADE PUBLIC RECORD WITH THE LOCAL JURISDICTION. AS '888) 225-5773 ALWAYS, CALL 1-800-424-5555 BEFORE CONSTRUCTION. TELEPHONE: PRIVATE PROPERTY . LINK MARGINSCENTURY OF OF i M ON Y.., OF 7TH AVENUE RECORD AND FIELD TIES OF EXISTING MONUMENTS (IF ANY). INTERIOR LOT ':(i SHOWN,1600 t iCOUNTY SHOWN•:- ILLUSTRATIVE PURPOSESONLY, • ARE NOTJ•E• TO RIM i R MANHOLEBENCHMARK IDENTIFYON `a •POSITIONS OF PRIVATE PROPERTY RIGHTS. WV WATER VAULT W WATER MAIN WM WATER METER W WATER VALVE (V) CITY OF RENTON SEWER VIDEOS VCP VITRIFIED CLAY PIPE Al IS WOO FENCE (WF) CED CEDAR TREE HOLLY HOLLY TREE PINE PINE TREE * PK NAIL * REBAR AND CAP INLET RIM -134.23 IE=133.33(3"PVC W) IE=131.93(8"CMP E) BOT -131.13 WATER VALVE 97N-�VICINITY MAP_ NND SCALE NO MONUMENT FOUND CALCULATED POSITION t N:177373.65fi5 � E: 1302004.6005 NO MONUMENT FOUND ® CALCULATED POSITION N: 1779720986 E: 1302025.3985 I I I I f !Ij o I I m IM f � I m I m a a RIM=132.34 BENc HMARK "0" I ^a. TW=130.69 TOP/SOUTHEASTERLY BOLT FOR I METAL RAILING ON WEST SIDE OF XP RENTON AVE S ACROSS FROM 310 I RENTON AVE S j ELEVATION=132.57' o- WATER VALVE - - TW - RIM 130,5 9 130.59 NO MONUMENT FOUND RENTON AVE S CALCULATED POSITION I N: 1779629352 ,,....., ,,.......... DHED �,....".,,.......a................................... E 7 30236 s D 55 SDMH (DEDICATED PUBLIC RIGHT -OF WAY) ,I^TIa/ I t aP RIM=1342.30 J ^q'a SSMH IE=1300(12"ADS S) SDMH 'asa S CW as IE=130.60(8"CMP E) RIM=121.72 RIM 104.69 _ _IE 1130.10 "CMP W� COC -104.54 - - IE=111.87(12"CMP S) (12 128 Nw & s .,-IE=128.3D 12'CMP OR - - ._ ) t Ix LSCAPE », BOT -126.50 (NO OTHER PIPES - - - OBSERVED - STRUCTURE FILLED WITH WATER) INLET RIM -134.81 BENCHMARK 'K" E=13211(8"CMP w) BENCHMARK 'S" BOT -131.56 TOP CENTER BOLT OF FIRE HYDRANT AT THE SOUTHEAST TOP CENTER BOLT OF FIRE END OF JONES AVE S HYDRANT AT THE SOUTHEAST ELEVATION=395.56' CORNER OF S 7TH ST AND CEDAR AVE S ELEVA-nOh 42.03` BENCHMARK 'N" 310 RENTON AVE S TOP CENTER BOLT OF FIRE PARCEL HYDRANT ON THE WEST SIDE OF BENCHMARK 'T' 722140-0460 RENTON AVE S IN FRONT OF 329 TOP CENTER BOLT OF FIRE RENTON AVE S HYDRANT AT THE EAST SIDE AT ELEVATION®170.30° THE SOUTH END OF CEDAR AVE S ELEVATION=231.54° �. .. • CITY O ®s WATER MAIN REPLACEMENT PROJECT RENTON RENTON ®....Plannin r r Dept. RENTON,i . BENCHMARK s .f_ BENCHMARKS = TOP/SOUTHEASTERLY BOLT FOR BENCHMARK MP BOLT OF FIRE METAL RAILING ON WEST SIDE OF SOUTHWESTERLY BASE BOLT 0 BENCHMARK "A" HYDRANTNORTHERLY FUTHEAST CORNER RENTON`i `i :: CONIC•• LE AT THE TOP CENTER BOLT OF A• OF S WTH ST AND HIGH AVE S 310 RENTON AVE S EASTERLY 1 OF HYDRANT .. i CEDAR CORNEROF i • GRANT AVE S BENCHMARK "F' BENCHMARKi' • i' :• f CENTER BOLT OF AT THE NORTHWEST � T THE SOUTHEAST BENCHMARKi` B.HYDRANT BENCHMARKHYDRANT CORNER OF S 9TH AVE AND CORNER • •.D CENTER BOLT OF ... NORTHERLY TOP BOLT OF FIRE GRANT AVE S 10TH ST HYDRANT AT THE EASTERLY SI HYDRANT AT THE SOUTHEAST ELEVA110I ELEVATION=332.99' OF S 5TH ST AND CEDAR AVE CORNER OF ! O HIGH AVE S • .. �SOUTHERLYMOST i BENCHMARK.O.TH :i B RIM i R MANHOLEBENCHMARK BENCHMARK NORTHERLYi1' BOLT OF NORTHEASTOR NER OF S 9TH RENTON AVE S AND S 10TH ST HYDRANT AT THE EASTERLY Sil FIRE HYDRANT AT THE AVE AND RENTON AVE S ELEVA110N=289.40' OF S 4TH ST AND CEDAR AVE SOUTHWEST CORNER OF S ELEVAllOI +., f 7TH ST AND • ELEVATION=375.30' BENCHMARK "Do BENCHMARK "J" TOP CENTER BOLT OF FIRE NORTHERLY TOP BOLT OF TOP CENTER BOLT OF FIRE HYDRANT AT THE SOUTHEAST FIRE HYDRANT f' O 1• O . F i NORTHWEST O ` OF HIGH AVE S BEACON , •tr aVf JONES iI i •. i i �. .. • CITY O ®s WATER MAIN REPLACEMENT PROJECT RENTON RENTON ®....Plannin r r Dept. RENTON,i . ch U) r IL IL SW OF SEC 17, TP 23, RGE 05E, W.M. NW OF SEC 20, TWP 23N, RGE 05E, W.M. • r CIVIL ENGINEERS i LAND SURVEYORS 2009 MINORr6 —4144 8� 323 Washingtonrr 935-0508 rBRH.. CITY OF RENTON Planning/Building/Public Works Dept. r TOPOGRAPHIC SURVEY LE WATER MAIN REPLACEMENT PROJECT RENTON HILL RENTON, WASHINGTON �_lC1►11►11► Plr➢C9i[l(m ch U) r IL IL I I I I I I I I I SW OF SEC 17, TP 23N, RGE 05E, W.M. NW OF SEC 20, TWP 23N, RGE 05E, W.M.—••—••—••—••—••——••—••—••—••—••— • r CIVIL ENGINEERS & LAND SURVEYORS rr• MINORr6 —4144 8� 323 Washingtonrr 935-0508 rBRH .. InTO)a 323-7135 ® .. ® .. .. .. .. —MR=@= = mua .. ® .. .. .. .. �___ uCITY O RENTON / s TOPOGRAPHIC SURVEY 12/30/14 WATER MAIN REPLACEMENT PROJECT RENTON HILL ..„� 2014214.00 RENTON, WASHINGTON 3 '19 ►_ImI►u►ii►u►ireir ch U) r IL IL I I I I I I I 0 I I I I I I I SW OF SEC 17, TWIP 23N, RGE i NW OF SEC 20, TWP 23N, RGE i • r CIVIL ENGINEERS i LAND SURVEYORS 2009 MINORr6 —4144 8� 323 Washingtonrr 935-0508 rBRH.. OF RENTON ILPlanning/Building/Public Works Dept. TOPOGRAPHIC SURVEY 12/30/14 WATER MAIN REPLACEMENT PROJECT RENTON HILL 2014214.00 RENTON, WASHINGTON 4 X19 ►_Ioi►u►ii►u►ireir ch U) IL IL BENCHMARK "( NORTH RIM OF SEWER MANHOLE F THE NORTHEAST CORNER OF RENTC AVE S AND S 10TH 9 ELEVATION -289.4 .i It 111112222211111 1111! 1! SW OF P 23N, RGE i NW OF SEC 20, TWIP 23N, RGE i 1 i 1 • r CIVIL ENGINEERS & LAND SURVEYORS 2009 MINOR.6 —4144 8� 323 Washingtorirr 935-0508 rBRH t. .. CITY OF RENTON Planning/Building/Public Works Dept. r TOPOGRAPHIC SURVEY WATER MAIN REPLACEMENT PROJECT RENTON HILL RENTON, WASHINGTON �_lC1►11►11► Plr➢CYi IDJI1 ch U) r IL IL ®....—Mfiluam = am,o®....® ...... ®....®.... • r CIVIL ENGINEERS i LAND SURVEYORS 2009 MINORr6 —4144 8� 323 Washingtonrr 935-0508 rBRH ..IL CITY OF RENTON Planning/Building/Public Works Dept. i TOPOGRAPHIC SURVEY 12/30/14 WATER MAIN REPLACEMENT PROJECT RENTON HILL 2014214.00 RENTON, WASHINGTON 6 X19 ►_Ioi►u►ii►u►ir_lr ch U) r IL IL ••-••-•• r:••-••-•• SW OF SEC 17, TP 23N, RGE 05E, W.M. ••-••-•• :••-••-•• wse®e 1 nr nrr� nn re®ery news r.nr nrr e®e ®® 9 1 1 . 3 StI.I .'1 • r CIVIL ENGINEERS & LAND SURVEYORS rr• MINORr6 —4144 8� 323 Washingtorirr 935-0508 rBRH.. CITY OF RENTON Planning/Building/Public Works Dept. r TOPOGRAPHIC SURVEY LE WATER MAIN REPLACEMENT PROJECT RENTON HILL RENTON, WASHINGTON �_lC1►11►11► Plr5C9i[�fr'+1 ch U) r IL IL — °°—° — — °—°° SW OF SEC 17, TP 23N, RGE 05E, W.M. BUSH,-• r CIVIL ENGINEERS i LAND SURVEYORS 2009 MINORr6 —4144 8� 323 Washingtonrr 935-0508 rBRH.. CITY OF RENTON Planning/Building/Public Works Dept. r TOPOGRAPHIC SURVEY LE WATER MAIN REPLACEMENT PROJECT RENTON HILL RENTON, WASHINGTON �_lC1►11►11► N Plr➢C9i[l(m / V//J � ^VJ rLL ^LL LL CB TYPE RIM=362.33 IE=357 03(12"CONC E) IE=356.83(78"GONG W) BOT -356,83 NO MONUMENT FOUND CALCULATED POSITION N:174586.4381 E:1302920.2117 CB TYPE I- RIM=362.99 IE-361.29(6"PVC SW) IE 361.29(6"CONC NE) IE=361.19(6"ADS SE) I 35 9.59(12"C ONC W) , IE=359.59(12"GONG N) s°" WATER VALVE RIM=366.38 TW=364.73 S�ry WATER VALVE RIM -364,58 TW=36258 BENCHMARK 'J" TOP CENTER BOLT OF FIRE HYDRANT AT SOUTHEAST END OF HIGH AVE S ELEVATION -367,50' GRASS 1008 HIGH AVE S PARCEL: 329470-0275 P �6ry F�yh xY a GRASS EAVE 1012 HIGH AVE S PARCEL: 329470-0400 1005 HIGH AVE S PARCEL: 329470-0270 SAVE SSMH RIM=364.88 COC -357.53 (6-d"CGNC N & S) 's (8"GONG E & W) X"LSCAPE. GRASS y N, ASPHALT ASPHALTS �6°X i a^ t iyy X ^L .Sw"i PR) Xaa LSCAPE 'llCONC ( 1rE"`A CB TYPE (36&)'- " DRIVE a11 h RIM=363.55 grvrvx°xTa n IE=360.36(12"GOING N) �6 ° IE=360.26(12"GONG S) • r CIVIL ENGINEERS & LAND SURVEYORS rr• MINORr. BRH Washingtm 1-800-935-0508 rt. .. 1006 HIGH AVE S PARCEL: 329470-0392 SW OF D N i NW OF SEC 20, TWP 23N, RGE i PARCEL 329470-0285 EAVE e x x GRASS CB TYPE Ii RIM=362.60 LSCAPE IE=360.50(12"CONC N) BOT=360.30 x CH SO1,2 0 CB TYPE ' '�' RIM=364.56 LSCAPE H, '6"GONG W) 30T -36L96 EAVE 1000 HIGH AVE S PARCEL: 329470-0390 907 HIGH AVE S PARCEL: 329470-0280 CONC �x ORIVE ASPHALT 525.1 CB TYPE I � RIM -364.19 IE=363.19(6"CONC E) IE=363.0906"GONG S) GRASS IE=36289(6"CONC W) (PIPE PLUGGED N) BOT -352A9 SAVE 910 HIGH AVE S PARCEL: 329470-0391 a 1 o on Z Im' Z JC. b° n X OJ�Z yS{`. RCI y m � Y >=>o m N�ymz 30' �W.1.f CB TYPE I ?i>s D RIM -362.96 CB TYPE oA� VM'iGE' IE=358.96(12"PIPE S) RIM=363.00 any v `Q u y,2, IE=358.80(12"PIPES IE 358.86(12'PIPE N) ) BOT=358.46 IE=358.70(12"PIPE N) BOT=357.40% -- 14'CON o ^P 'OEC - LSCAPE 12 g 12'CGN VII LSCAPE iolcoN �12'caN= 1z'DEc LSCAPE °ry"� �,^ GRAS ° �' a s o zs �' '�� CLF i ° � L 4 CW 1 1 xcn M P,ry �� T 4 CW 4 CWe "D3 �..,w 2"S IP c(P� 'crzAss2 PRE) y o :, 3)""�. ° .- sTw IP G(P)s c2 ..„.. z Wi oW {3644°t 6^�"� 6M•,F' 6's"° ha$ 1T 3.....<... 2 TW P\ O 9° ..®....,fs.lf36 ll n x , '. 3L 6�g...i:•SCO m: ASPHALT CB TYPE 1 R' ... ' f a n r++� I e ry .». RIM -363,99 R fn 5.. w„ ax1 a6 IE 36219(8 CONC N) RA h ^ eo •R- 1E 36214(8CONG E) `°�' x` GRASS a ....r . .. ...., a a a,o 3 �d1 4-� _cu Ts Q�rv� ^�`° LSCAPE 4 cw cd) TCd(Pr,.. o 4GW ,,.... 3. LSCAPE ,y .0W ..... ..... O a 6 61/9 L2R s e ae LSCAPE o-° 12 DEC s ° Y° DRIVE i{ &6 °�- ' .VWO, ; ' ss° DRIVE ti %"^,.. ° 4b :. Ak.34 II I n INLET '`",E i, GRASS RIM=363.49 O K O m. TYPE RI YE 4 EAt RIM=363.94 E=361.39(WATER LEVEL) �" oAz < A y N) nP 84(IPE n x x m e *^ a 3 m IE=363.14(6"CONC E) IE=361.W s n T IE-36304(6"GONG E) = PIPE S) ,axC"bb')8OT-351.39 IE=362 94(6"GONG S) EAVE FULL OF WATER I'A IE=36284(8"GONG N) mno 08 o HIGH AVE S F7 BOT -361.79 9_ 5 8 (Y� WATER VALVE PARCEL: ' z W'� ' '. RIM -364.37 329470-0382 o ik a ' 30' TW=362.37 i D,1,,.(36J)^" 30 i op # ti I CITY r r OF RENTON Planning/Building/Public Works Dept. r h ^L TOPOGRAPHIC SURVEY 12/30/14 WATER MAIN REPLACEMENT PROJECT RENTON HILL 2014214.00 RENTON, WASHINGTON 9 '19 '�OWWI►1Wf� D N g k N J A t o or® ® W TOPOGRAPHIC SURVEY 12/30/14 WATER MAIN REPLACEMENT PROJECT RENTON HILL 2014214.00 RENTON, WASHINGTON 9 '19 '�OWWI►1Wf� ch U) r IL IL SW OF SEC 17, TP 23N, RGE 05E, W.M. _..®.,®,.®..®.._ a..®.,—,.®..®.. NW OF SEC 20, TWP 23N, RGE 05E, W.M. • r CIVIL ENGINEERS i LAND SURVEYORS rr• MINORr6 —4144 8� 323 Washingtonrr 935-0508 rBRH.. CITY OF RENTON Planning/Building/Public Works Dept. r TOPOGRAPHIC SURVEY LE WATER MAIN REPLACEMENT PROJECT RENTON HILL RENTON, WASHINGTON �_lC1►11►11► i I I I Plr➢C9i[l(m I SW OF SEC 17, TP 23N, RGE 05E, W.M. NW OF SEC 20, TWP 23N, RGE 05E, W.M. V, < ch tam w4, ix a 0 W \\ ....... . .. .. U) __4 ....... . ...... k '4k( T, ... ... . ..... 4" A),p 0 <1 < < Or ,, V "V . .. ... . .. ..... 1, . ...... .. I E, I tG(p)s z.lW 3t HN ,u gm 0 < azS a(HE 0 _CLF— o rl 'a u LH;Cl A:0 <1 , I iwh 20 ft F u , > IiL SDMH RIM -36T04 13R� C8 TYPE* E-360.84(12"CONC E) RIM -361,45 1H I E-36D.74(12"CONC N) -35&95(12"CONC E) <Oi E IE-360.641CONC W) E-358,55(12"CONC S) n x x x BOT -359,84 om IE 358.15(12"307 W) UQ BOT -357 35 GO TYPE I RIM -363.49 E, zo - 2 < E-361.49(8"CONC S) 0 C-361.49(4"CONC E) 0z 30 E-361.39(6"CONC N) OR TYPE 11 2 po u IE361.29(12"CONC E) 1412 S 97H STa RIM -362.09 � an H NI 0 PARCEL IE-358.59(12"PVC N)a. IE 36119 12"CONC W) BOT 360.59 r Q II............. 329470-0302 IE-358.59(DIVIDER E -W) ',N hl� w z-0 w IE-358.19(12"CONC 5) "G, F, CA TYPE I BOT -355.09 SSMH Z5 814 HIM AVE S RIM -372,43 > IBJ m KAw_ A L < Rl�-364,20 PARCEL ku- R� GRASS IE-370,03(6"ADS E) F I Coq -359.15 329470-0372 Y W) 1520 S 9TH A GRASS 8" EC (12"CONC N E & W) IE-369,93(12"CLA ST (6"C BE) BOT -369.43 PARCEL nB 32947D-0441 ` F" �E, SSMH G R EAVTi RIM -373.31 > COC -367.91 A lb CLU LSCAPF L" 14"Et 11 1. 11 `Wl� VE CL (6"PVC N & (8"PIPE E & W) WATER VALVE &NC RIM -382 TW 26 CLF 6 GRASS GRA55 NEIGHBORIiUDD CLF E P� If H, t C ac ..... NNN,NNNNNNNNNNNNNN,NNNNNNNNN,NNN"I-NN,NNNNNNNN, u A, CORO 'HEDGE ----- -- DRIVE t T, SW�LE k`DRIVE,;F V T'LE GRASS GR SS GRASS s N 7 6 .26 350.89 lN1lll ------ ��_X:�m\ �E-3 I IF ti .1", IE F 64.7 5"CON R TH E E I kE WATER VALVE 1�,_ LH Tn f N88'35 5"W 31 92' j, H zona 3 W�362.18 RJM�364.28 Ic T B B ASPHALT JA "I 1 _V� U ASPHALT DED ATED PU RIGHT -DR I L�c WAY) R W_ . . . . . . .. . . D vvy a C . .............. 1-3 GRASS FT J 2 STW 4, FOUND TACK IN LEAD DOWN 1.60' IN MONUMENT IN CASE BELOW ASPHALT 901 HIGH AVE 5 N; 775211.4179 PARCEL: E: 1302933.5712 329470-0290 OUTL E 9TH S W F AVE-� 0 M LSCAPE 900 HIGH AVE S PARCEL o 329470-0380 -BENCHMARK "E" NORTHERLY TOP BOLT OF FIRE HYDRANT AT SOUTHEAST CORNER OF S 9TH ST AND HIGH AVE S > ELEVATION -366.44' SII II O� H � IT 1 0 a Pl- aom mn �2 �`A, ........ .. O z < <w > J. 0 OUTL E 9TH S W F AVE-� 0 M LSCAPE 900 HIGH AVE S PARCEL o 329470-0380 -BENCHMARK "E" NORTHERLY TOP BOLT OF FIRE HYDRANT AT SOUTHEAST CORNER OF S 9TH ST AND HIGH AVE S > ELEVATION -366.44' SII II O� BUSH, ROED & HITCHINGS, INC. CIVIL ENGINEERS & LAND SURVEYORS 2009 MINOR AVE. EAST (206) 323-4144 BRHSEATTLE, Washington 1-800-935-0508 02-3513 981FAXt. (206) 323-7135 E -MAI , TnfoGbrhinc.com LSCAPE TYPE I GRASS 1511 S 97H ST�LFIt E I I's RELF] ST & PARCEL E, JONEI� AVE S" 329470-0381 FEE k I, i I CB TYPE Ilk RIM372,00\ E-365.30(8"N,NC E) E-36620(8"CONE) E-366-00(5"CON Xct W) Us EE WOO <1 F11011111 30' EF < 111 1 1, MAIUMM = CITY OF RENTON Planning/Building/Public Works Dept. 120.34' TOPOGRAPHIC SURVEY 12/30/14 WATER MAIN REPLACEMENT PROJECT RENTON HILL 2014214.00 RENTON, WASHINGTON 1' 11 '1 H � IT 1 0 a Pl- �2 �`A, ........ .. z < <w > 0 Coco E, Al HAICHILM ME 101= 9 BUSH, ROED & HITCHINGS, INC. CIVIL ENGINEERS & LAND SURVEYORS 2009 MINOR AVE. EAST (206) 323-4144 BRHSEATTLE, Washington 1-800-935-0508 02-3513 981FAXt. (206) 323-7135 E -MAI , TnfoGbrhinc.com LSCAPE TYPE I GRASS 1511 S 97H ST�LFIt E I I's RELF] ST & PARCEL E, JONEI� AVE S" 329470-0381 FEE k I, i I CB TYPE Ilk RIM372,00\ E-365.30(8"N,NC E) E-36620(8"CONE) E-366-00(5"CON Xct W) Us EE WOO <1 F11011111 30' EF < 111 1 1, MAIUMM = CITY OF RENTON Planning/Building/Public Works Dept. 120.34' TOPOGRAPHIC SURVEY 12/30/14 WATER MAIN REPLACEMENT PROJECT RENTON HILL 2014214.00 RENTON, WASHINGTON 1' 11 '1 ch U) IL IL w OF SEC 17, TWIP U RGE w 3 OF a 20, TWP 23N, RGE I I I I I I I f SW OF SEC 17, TWIP 23N, RGE i NW OF SEC 20, TWP 23N, RGE i 1 • r CIVIL ENGINEERS & LAND SURVEYORS 2009 MINORr. BRH Washingtori 1-800-935-0508 rt. ..IL r RENTON � �CITY •Planning/Building/Public Works Dept. SSMH RIM -365,97 COC -358.17 (8"GONG N & W) NO MONUMENT FOUND CALCULATED POSITION N: 175877.1948 E: 1303211.8618 0 MONUMENT FOUND ALCULATED POSITION 175877.1758 1303270.1934 TOUND 1-1/2" BRASS DISK NITH SCRIBED "X' DOWN 0.60' IN MONUMENT INCASE N: 175877.1700 E: 1303337.4700 TOPOGRAPHIC SURVEY 12/30/14 WATER MAIN REPLACEMENT PROJECT RENTON HILL 2014214.00 RENTON, WASHINGTON 12 X19 ►_Ioi►u►ii►u►ireir ch U) r IL IL SW OF SEC 17, TWIP 23N, RGE i NW OF SEC 20, TWP 23N, RGE i • r CIVIL ENGINEERS i LAND SURVEYORS 2009 MINOR.6 —4144 8� 323 Washingtonrr 935-0508 rBRH.. CITY OF RENTON Planning/Building/Public Works Dept. r TOPOGRAPHIC SURVEY WATER MAIN REPLACEMENT PROJECT RENTON HILL RENTON, WASHINGTON 5_1CI► ■wilm kjjklnr ch U) r IL IL I I I I I I I I SW OF SEC 17, TWIP 23N, RGE i NW OF SEC 20, TWP 23N, RGE i 0 5J0 RINTON AVE $ n 528 PARCEL: - TOM AVE $ 722140-0332 0 722740C 0331 • r CIVIL ENGINEERS & LAND SURVEYORS 2009 MINORr6 -4144 8� 323 Washingtonrr 935-0508 rBRH ..IL CITY OF RENTON Planning/Building/Public Works Dept. TOPOGRAPHIC SURVEY 12/30/14 WATER MAIN REPLACEMENT PROJECT RENTON HILL 2014214.00 RENTON, WASHINGTON 14 X19 ►_Ioi►u►ii►u►ir_lr ch U) r IL IL i I I SW OF SEC 17, TWIP 23N, RGE i NW OF SEC 20, TWP 23N, RGE i • r CIVIL ENGINEERS & LAND SURVEYORS 2009 MINORr6 —4144 8� 323 Washingtonrr 935-0508 rBRH.. CITY OF RENTON ILI;m i Planning/Building/Public Works Dept. TOPOGRAPHIC SURVEY 12/30/14 WATER MAIN REPLACEMENT PROJECT RENTON HILL 2014214.00 RENTON, WASHINGTON 15 X19 ►_Ioi►u►ii►u►ireir ch U) r IL IL SW OF SEC 17, TWIP 23N, RGE i NW OF SEC 20, TWP 23N, RGE i • r CIVIL ENGINEERS i LAND SURVEYORS 2009 MINORr6 —4144 8� 323 Washingtonrr 935-0508 rBRH.. CITY OF RENTON Planning/Building/Public Works Dept. r TOPOGRAPHIC SURVEY LE WATER MAIN REPLACEMENT PROJECT RENTON HILL RENTON, WASHINGTON �_lC1►11►11► Plr➢C9i[l(m ch U) r IL IL I I I I SW OF SEC 17, TWIP 23N, RGE i NW OF SEC 20, TWP 23N, RGE i aiu� ur a "in ai ELEVATION=223.32' 518 CEDAR AVE S m{p PARCEL: 528 CEDAR AVE $ 722140-0190 PARCEL: x o PARCEL: EAVE 722140-0212 722140-0200 • r CIVIL ENGINEERS i LAND SURVEYORS 2009 MINOR.6 -4144 8� 323 Washingtonrr 935-0508 rBRH t. .. EAVE 528 CEDAR AVE $ PARCEL: 722140-0190 PARCEL: 722140-0175 og no Ap JIIIs CITY OF TOPOGRAPHIC SURVEY � RENTON WATER MAIN REPLACEMENT PROJECT RENTON HILL Planning/Building/Public Works Dept. RENTON, WASHINGTON �_lC1►11►11► Plr➢C9irl(m1 ch U) r IL IL SW OF SEC 17, TWIP 23N, RGE i NW OF SEC 20, TWP 23N, RGE i • r CIVIL ENGINEERS i LAND SURVEYORS 2009 MINORr6 —4144 8� 323 Washingtonrr 935-0508 rBRH .. InTO)a 323-7135 CITY OF RENTON r. INS Planning/Building/Public Works Dept. TOPOGRAPHIC SURVEY 12/30/14 WATER MAIN REPLACEMENT PROJECT RENTON HILL 2014214.06 RENTON, WASHINGTON 18 X19 ►_Ioi►u►ii►u►ir_lr ch U) r IL IL SW OF SEC 17, TWIP 23N, RGE i NW OF SEC 20, TWP 23N, RGE i 1 .3 • r CIVIL ENGINEERS & LAND SURVEYORS 2009 MINORi6 —4144 SEATTLE, Washingtonrr 935-0508 BRHr .. u. v i rCITY OFRENTONPlanning/Building/Public Works Dept. r TOPOGRAPHIC SURVEY LE WATER MAIN REPLACEMENT PROJECT RENTON HILL RENTON, WASHINGTON �_lCI►11►11► Kii[yi[l(i'i{