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Home My WebLink AboutAB_WTR-3824►'i w Q z U w 0 z w J N z w 75 w CU Q J 11 W J J_ 2 z O z w ��Y o CITY OF RENTON 4 � y RENTON HILL UTILITY REPLACEMENT PROJECT JULY, 2017 \NTH AMERICAN SURVEYING & ENVIRONMENTAL, LLC (ASE) CONDUCTED AN AS —BUILT SURVEY TO LOCATE ALL WATER VALVES AND HYDRANTS. AS —BUILT DRAWING REDLINE MARKUPS WERE MAINTAINED BY LASER UNDERGROUND & EARTHWORKS, INC. BY THE ON —SITE CONSTRUCTION FOREMAN AND PROVIDED TO AGE TO PREPARE THE FINAL RECORD DRAWINGS. THE RECORD DRAWINGS REFLECT THE AS —CONSTRUCTED CONDITIONS BASED ON A COMBINATION OF FIELD SURVEY DATA AND THE AS —BUILT REDLINE MARKUP DRAWINGS PROVIDED BY LASER UNDERGROUND & EARTHWORKS, INC. AND SHOULD BE FIELD VERIFIED FOR ANY FUTURE USE. ALL WATER VALVES AND HYDRANTS WERE FIELD SURVEYED IN THEIR AS —BUILT LOCATIONS AND ACCURATELY REFLECTED HEREON. P • RE SHOWN ONE -CALL RE ENCE ILITIES ON Y ACONTRACTOR OR R ® FIELD LOCATE ALL EXISTING 1 800— 424— 55 JWALL ILITIES A MINIMUM OF 72 HOURS KnowwharsbeloW. PRIOR TO CONSTRUCTION. Call before you dig. VICINITY MAP NO SCALE CHECKED FOR COMPLIANCE WITH CITY STANDARDS By:— ----- ------ Date: ------- By:---------------- Date: ------- By —----------- Date: ------- By:---------------- Date:— ----- SANITARY SEWERS, STORM 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 DRAINAGE, WATER 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 ---------— Date:— —--- By: ---- ----- — Date: ------- By: - ---------— Date:— —--- JIa CITY OF RENTON Public Works Dept. SHEETINDEX DWG NO. SHEET NO. TITLE DWG NO. SHEET NO. TITLE N U rr- LLI — W 75 LLI CU Q 0— LLI J J_ 2 Z O I— Z LLJ m w E 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 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 & S. 7 TH STREET: STA 6+00 TO STA 10+50 & 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 & 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-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 P • • RE SHOWN ONE -CALL RE ENCE ILITIES ON Y ACONTRACTOR OR R ® ALL FIELD LOCATE ALL EXISTING 1 800- 424- 55 JWILITIES A MINIMUM OF 72 HOURS KnowwhatsbeloW. PRIOR TO CONSTRUCTION. Call before you dig. SEWER CONSTRUCTION PLANS 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 ORIGINAL PLANS STAMPED Ott: AN R YY YGANYGANDT Ok9/19/17 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 REVISION SURVEYED: BRH DESIGNED: AW DRAWN: AW CHECKED: AW, AG BY DATE APPR I APPROVED: AG LEGEND AREA ID ABAN/RET ABANDONE/RETIRED ASPHALT (ASPH) BLRD BOLLARD BRICK SURFACE BUILDING LINE CONCRETE SURFACE CONCRETE CW/BW CONCRETE/BRICK WALK CRW/BRW CONCRETE/BRICK RETAINING WALL CP/IP CONCRETE/IRON PIPE CHAIN LINK FENCE (CLF) COL MONUMN MENT LINE CSJWS CONCRETE/WOOD STAIRS CON CONIFEROUS TREE DEC DECIDUOUS TREE CMP CORRUGATED METAL PIPE DT DEACTIVATED DWY DRIVEWAY ECd ELECTRICAL CONDUIT ►v� FOUND SURVEY MONUMENT (AS NOTED) C( FIRE HYDRANT B GASDMAIIN LEAK G ID GAS VALVE GUY GUY WIRE ANCHOR — RON NATION IP IRONRPIPE O o LIGHT POLE (WOOD) _ ',1,, LIGHT POLE (DECORATIVE) LSCAPE LANDSCAPE/PLANTER (LSC) SO Op SANITARY SEWER/STORM DRAIN MANHOLE o PRIVATE MAILBOX MPE MEDIUM DENSITY POLYETHYLENE SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAND 1988 HORIZONTAL DAD 1983/1991 DATUM OHP/OHT OVERHEAD POWER/TELEPHONE PE POLYETHYLENE P.S. PARKING SPACE(S) (P) PAINTED UTILITY LOCATION PIPE FLOW DIRECTION PS/PSS COMBINED/SANTIARY SEWER PSD STORM DRAIN r+, PRIVATE CATCH BASIN R RECORD DATA GRAVEL SURFACE ROCKERY RRW RAIL ROAD TIE WALL SD SERVICE DRAIN (STORM) CSTW O C ESTEANOUTAPPED SSS SANITARY SIDE SEWER r_1 SIGN/STREET NAME SIGN TEMPORARY BENCHMARK (TBM) TCd TELEPHONE CONDUIT (BURIED) TV TELEPHONE VAULT TW TOP OF WATER VALVE TS TELEPHONE SENTRY TRAFFIC FLOW DIRECTION TOP TOP OF BANK O UP UTILITY POLE (WOOD) VAULT W WAVER m WAVER VALVE (V) CITY OF RENTON SEWER VIDEOS VCP CLAY E VITRIFWOOD IFE FENCE (WF)ED CED CEDAR TREE HOLLY HOLLY TREE PIKE PPIIN TREE NAIL • REBAR AND CAP AMERICAN SURVEYING & ENVIRONMENTAL, LLC (ASE) CONDUCTED AN AS —BUILT SURVEY TO LOCATE ALL WATER VALVES AND HYDRANTS. AS —BUILT DRAWING REDLINE MARKUPS WERE MAINTAINED BY LASER UNDERGROUND & EARTHWORKS, INC. BY THE ON —SITE CONSTRUCTION FOREMAN AND PROVIDED TO ASE TO PREPARE THE FINAL RECORD DRAWINGS. THE RECORD DRAWINGS REFLECT THE AS —CONSTRUCTED CONDITIONS BASED ON A COMBINATION OF FIELD SURVEY DATA AND THE AS —BUILT REDLINE MARKUP DRAWINGS PROVIDED BY LASER UNDERGROUND & EARTHWORKS, INC. AND SHOULD BE FIELD VERIFIED FOR ANY FUTURE USE. ALL WATER VALVES AND HYDRANTS WERE FIELD SURVEYED IN THEIR AS —BUILT LOCATIONS AND ACCURATELY REFLECTED HEREON. 0 T Y OF RENTON HILL UTILITY REPLACEMENT PROJECT o6/1g/1� �� FIELDecoK: RENTON SHEET INDEX AND LEGEND PAGE oRAwINc Na: Planning/Building/Public Works Dept. G-1 2 88 WI 10131BI214 w a z cLI w 0 0 of a `71- GENERAL NOTES N 00 Cy) 1. 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 N 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. 2. ALL WORK SHALL BE SUBJECT TO INSPECTION BY THE CITY ENGINEER OR DESIGNATED REPRESENTATIVE. J. 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 C) FOR A PRE -CONSTRUCTION MEETING. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE w SUBMITTED AT THE PRE -CONSTRUCTION MEETING. ANY MODIFICATIONS TO THE APPROVED TRAFFIC CONTROL PLAN SHALL BE RESUBMITTED AND APPROVED PRIOR TO IMPLEMENTATION. 0 rr 5. A STAGING AREA HAS BEEN MADE AVAILABLE TO THE CONTRACTOR FOR THIS PROJECT. ALL TESC IZ 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, Ljj PAINT MARKS APPLIED BY AN UNDERGROUND UTILITY LOCATING SERVICE, CCTV-1/VG OF SOME STORM AND SEWER MAINS TO LOCATE SERVICE LATERALS, AND RECORD SCHEMATIC DRAWINGS. w 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 0- UNDERGROUND UTILITY LOCATE SERVICE 1-800-424-5555 (OR 81 1) A MINIMUM OF 72 HOURS W PRIOR TO ANY EXCAVATION TO OBTAIN ON -SITE UTILITY LOCATIONS. rr 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 SHALL BE CONSIDERED INCIDENTAL. SEE SECTION 1-07. 17 IN THE SPECIAL PROVISIONS. z 10. IF EXISTING GAS MAINS ARE IN CONFLICT WITH NEW UTILITIES, THE CITY WILL PROVIDE NEW PROFILE GRADES FOR THE STORM OR WASTEWATER PIPING. ADJUSTMENT OF THE PIPE ALIGNMENT uj 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 BARS, 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. ONE- CA L L REFER ��1 800-424-5PALL PRIOR dig. NG UTILITIES ARE SHOWN FOR ENCE ONLY. CONTRACTOR FIELD LOCATE ALL EXISTING ES A MINIMUM OF 72 HOURS TO CONSTRUCTION. 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 SACKFILLING 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 SW 15. 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. 8. 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 KATHI.ILLMAN@SEATTLE. GOV 13. WHERE TYPE 2 CATCH BASINS ARE INSTALLED IN ROADWAY GUTTER SECTION, THEY SHALL BE PLACED IN ACCORDANCE WITH DETAIL 6 ON DWG SW 15. 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. Ar%:/g:/mwKWA11114L*00i//:1L7 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. ORIGINAL PLANS STAMPED BY: ANDREW WEIGANDT ON:8/19/17 Rol REVISION SURVEYED: BRH DESIGNED: AW DRAWN: AW CHECKED: AW, AG BY DATE APPR APPROVED: AG SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 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. J. 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. 8. 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 BASIN. 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. \SS 5" TRIM GEOTEXTILE GRATE MAX FRAME-7 OVERFLOW BYPASS F SEDIMENT �--I AND DEBRIS I VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM 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 Planning/Building/Public Works Dept. RENTON HILL UTILITY REPLACEMENT PROJECT GENERAL UTILITY NOTES AND TESC NOTES 06/19/17 FIELOBOOK: PAGE: DRAWING NO: G-2 SHEET: Z OF: ©mm©m, ©m w Q z U w w 0 N U rr- 11 W 75 CU 11 rr- J J z 0 z Lu rr- -----------JONESAVES------ • SHOWN ONE- CA L L REFERENCE RE �ON Y LITIESACONTRACTOR OR Jul-,800-424-55 ALL FIELD LOCATE ALL EXISTING PRIIORETOA MINIMUM F 72 HOURS Know what's below. call before you dig. ORIGINAL PUNS STAMPED BY: ANDREW WEYGANDT ON:B/19/17 I —T J BM—L I RENTON A VE S ——T,— ---- ,--r— �N-mmmmm- 0 120 240 1 "=120' iw�2 � I L—J L-L--i-11 1—Lim J L_ Y M-.-eW CEDAR A VE S 'Ile / HORIZONTAL DATUM — NAD 1983/91 POSITIONS FOR COORDINATES ARE BASED ON WIGS DATA POINT NUMBER RENT418, BRASS PIN SET IN TOP OF A CONCRETE MONUMENT AT THE INTERSECTION OF S 7TH ST AND RENTON AVE S. NORTH: 175877.4200 EAST. 1302310.3249 AND WGS DATA POINT RENT415, 4" CONCRETE MONUMENT IN CASE WITH 1" BRASS DISK SCRIBED "X", SET 0.6' BELOW GRADE, AT THE INTERSECTION OF SW 7TH STREET AND JONES AVE S. NORTH: 175877.1700 EAST. 1303337.4700 ELEVATIONS ARE BASED ON CITY OF RENTON CONTROL POINT NUMBER RENT418, BRASS PIN SET IN TOP OF A CONCRETE MONUMENT AT THE INTERSECTION OF S 7TH ST AND RENTON AVE S. ELEVATION = 305.786 FEET ELEVATIONS VERIFIED BY CITY OF RENTON CONTROL POINT RENT784, BRASS PLUG IN CONCRETE MONUMENT CASE, SET 0.1' BELOW GRADE, AT THE INTERSECTION OF SE 19TH ST AND PUGET DRIVE SE. ELEVATION = 417.33 FEET SURVEYED: SCALE: BRH DESIGNED AW DRAWN: AW ONE INCH CHECKED: AT FULL SCALE AW, AG IF NOT ONE INCH NO. REVISION BY DATE APPR APPROVEDSCALE ACCORDINGLY AG BENCHMARK "A" TOP CENTER BOLT OF FIRE HYDRANT AT THE SOUTHEAST CORNER OF S 7TH ST AND GRANT AVE S ELEVATION=341.68' BENCHMARK "D" NORTHERLY TOP BOLT OF FIRE HYDRANT AT THE NORTHWEST CORNER OF S 9TH ST AND JONES AVE S ELEVATION=383.89' BENCHMARK "G" SOUTHERLY MOST BONNET BOLT OF FIRE HYDRANT AT THE NORTHEAST CORNER OF S 9TH AVE AND RENTON AVE S ELEVATION=306.63' BENCHMARK "M" SET CHISELED 'Er ON SOUTHWEST CORNER OF WATER VAULT AND NORTHEAST CORNER OF RENTON AVE S AND BEACON WAY S ELEVATION=226.34' BENCHMARK "P" TOP CENTER BOLT OF FIRE HYDRANT AT THE SOUTHEAST CORNER OF GRANT AVE S AND S 1OTH ST ELEVA1I0N=332.99' BENCHMARK "V" TOP CENTER BOLT OF FIRE HYDRANT AT THE EASTERLY SIDE OF S 5TH ST AND CEDAR AVE S ELEVA1I0N=196.62' VERTICAL: NAVD 1988 HORIZONTAL: HAD 1983/1991 DATUM BENCHMARK "B" NORTHERLY TOP BOLT OF FIRE HYDRANT AT THE SOUTHEAST CORNER OF S 7TH ST AND HIGH AVE S ELEVA1I0N=365.71' BENCHMARK "E" NORTHERLY TOP BOLT OF FIRE HYDRANT AT SOUTHEAST CORNER OF S 9TH ST AND HIGH AVE S ELEVATION=366.44' BENCHMARK "J" TOP CENTER BOLT OF FIRE HYDRANT AT SOUTHEAST END OF HIGH AVE S ELEVA1I0N=367.50' BENCHMARK "N" TOP CENTER BOLT OF FIRE HYDRANT ON THE WEST SIDE OF RENTON AVE S IN FRONT OF 329 RENTON AVE S ELEVA1I0N=170.30' BENCHMARK "Q" NORTH RIM OF SEWER MANHOLE AT THE SOUTHEAST CORNER OF RENTON AVE S AND S 10TH ST ELEVA1I0N=289.40' BENCHMARK "T" TOP CENTER BOLT OF FIRE HYDRANT AT THE EAST SIDE AT THE SOUTH END OF CEDAR AVE S ELEVA1I0N=231.54' BENCHMARK "W" TOP CENTER BOLT OF FIRE HYDRANT AT THE EASTERLY SIDE OF S 4TH ST AND CEDAR AVE S ELEVA1I0N=140.77' BENCHMARK "C" NORTHERLY TOP BOLT OF FIRE HYDRANT AT THE SOUTHWEST CORNER OF S 7TH ST AND JONES AVE S ELEVA1I0N=375.30' BENCHMARK "F" TOP CENTER BOLT OF FIRE HYDRANT AT THE NORTHWEST CORNER OF S 9TH AVE AND GRANT AVE S ELEVA1I0N=349.39' BENCHMARK IV TOP CENTER BOLT OF FIRE HYDRANT AT THE SOUTHEAST END OF JONES AVE S ELEVA1I0N=395.56' BENCHMARK "0" TOP/SOUTHEASTERLY BOLT FOR METAL RAILING ON WEST SIDE OF RENTON AVE S ACROSS FROM 310 RENTON AVE S ELEVA1I0N=132.57' BENCHMARK "R" TOP CENTER BOLT OF FIRE HYDRANT AT THE SOUTHEAST CORNER OF GRANT AVE S AND BEACON WAY S ELEVATION=331.03' BENCHMARK "U" SOUTHWESTERLY BASE BOLT ON A CONIC LIGHT POLE AT THE EASTERLY SIDE OF S 6TH ST AND CEDAR AVE S ELEVA1I0N=223.32' CITY O� RENTON HILL UTILITY REPLACEMENT PROJECT 06/19/17 EIELDaoDK RENTON WATER KEY MAP DRAWING NO Planning/Building/Public Works Dept. AND G-3 HORIZONTAL CONTROL PLAN SHEET 4 OF:88 lVd-101318 1214 I , [O] 0 w Z 2 w O j3 m F Q `u =2Q0 ZO t C vil 'o Q — o k aj � 12 L LL m W2k�Q 0 �Q W�� z w S 6TH STREET 00'06Z M„l9,6ZoBSN (DEDICATED PUBLIC RIGHT --OF WAV) WATER VALVE RIM=220.84 TW=21 Z24 CB TYPE RIM=219.25 IE-216.55(8"CONC E) IE=216635 12" CONC W) BOT='�5 601 CEDAR AVE S PARCEL 72214D-0248 , — b-M 133HS 335 73NnHD1VY1— — O O#O ILP J I Ad o& 9 4 vs e�a� "K 20 �0 V �a Q. �QifC9 % Q. Q 4 �2� "K0: � '-K Na h�e 82 g 83 �k<� -� &g� �o �8 � 8 a2 O ~ a 'K I 2 J �e Cm Q � � � 6 jK� Q�Q Czy4 javf Ci 2�2 $ AW ' �yR a 2�2p2�0 5En 2 2a Q�c�ii�3�l�Opc�i I Q I I 4 � LuG41 a a W�j2S i Q �W 0, �re2� eX My2� � y Q� J aaa a a > o Q w w z�a a W w _ n N Ln ` 'KII LQ mLuEu Q:.Ct IRE �oWW�o �i 0 22 o � 'K 6�3 3Q0~ ei�cQi� y cn Q W� z Q U wEL WOOD EL c�N DECK cI n -SSMH RIM=218.73 COC=213.73 (8-10"CONC N & S) WATER VALVE RIM=221.04 TW= 219.34 SSMH N =221.48No COC- 18.08 01 (6-B" C C N & S) Qg a� n _O O E O y QL m m 4 f--22- C6(8"CONC E) F.;. 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WIRE FENCE e Q o > n I z. ¢wo " p > s Qvo oar w m oLLn •" � � I � o LLJQzo o� a z0U)cn �wz zw�LLL-z zJzzzzwmz0o<o << ET -> T w U w w z z} LL Q J W U z o w o J z z z m Q z> ET QOQ�zOLI zo OC z�QO LLj z oz LLJz O� Qolz Ul LLIzm �r z �o�Qawzn zwJ n1zomw}m> Z 0> cnw =mo>wo Eh o OF FIE a cn~ J —w m IL H Z WLU o � o C) (n N Q Lu C/) Q L �o Q 0 o w+ � U r D U) J J Z O W m v O o N zo oQ oN OI s r 6 m o Q Q o Q o > U Q a Elf IL w Q w Q 0 m m d' O c � U-wz:3 zo�x O w N Lu U Q O O Q NFU HZ-JZz Jo W-JaU UW O ZW�WH ceJ Q�O wCcvMa J � Q UN W Z O O00 z 0 cn w Elf min te88-LZ-Him I iOArOHd 1NAAAOV�c]AH Ainii l ��IH NOlNAH ]AVN 13drodd 0MQ'y}i0N -JQjDM II!H uo}uab\u6isa0 GVD\}u@w.o0Idaa u!0W @IoM SIOZ bZ8C0-LZ-a1M\sali,H }0af0Jd Ja}oM - C6-21imvimin jaicm BuNu!j0 - 2A\sLS al!H\:H ']AVN31H �i N 7 i w C) Q z LL] w 0 O Al rr- 1L In w LLJ J In LLJ rr- J z 0 LLJ rr- - a MATCHLINE: SEE SHEET W-5 - - • • - • • - • • - • • - g o a00, Owl r// 4 ULa- N N CB TYPE I N m RIM=284.22 CB TYPE I COC-278.52 G R RIM-286.55 (12"CONC E & W) I IE-283.45(12"CONC S) ) IE-283.35(12"CONC N) IE=283.25(12"CONC W) EDT-283.15 ± a PROPOSED SANITARY SEWER. n Q 1 SEE SHEET 5-12. 0 a I BENCHMARK "Q" NORTH RIM OF SEWER MANHOLE AT THE NORTHEAST CORNER OF RENTON _ AVE S AND S 10TH ST o I ELEVATION-289.40' h U I I NAP >0 Q M AS -BUILT I I / = w o STA. O+Oz.9, a4'RT RENTON AVE S= a STA. 0+08.4, z.9'L T S 10774 STREET I h I HJ N INSTALL: 1 - 8" 45' BEND (MJxMJ) W/ CONC. THRUST BLOCK IRON FENCE - ON BRICK WALL(TYP) NO MONUMENT FOUND CALCULATED POSITION N: 1 7487=057 E 1302285.0401 INSTALL: 1 - 8" 45' BEND (MJxMJ) W/ CONC. THRUST BLOCK 4 PROPOSED SANITARY SEWER. wP \ / SEE SHEET S-13. 22"CON i 3 WATEROVALVE C STEP BRIM-289.16 _COL WIF (g)4-6" CLU E ASPH /TW=286.76 OST DEC,___ \ 4)-6 "DEC LL WF 1 /DEC ACLUSTER 1 1L (2 1Q"D EG' 41E6"DEC - - ASPHALT o 0 14bEC� SSMH STA. 1+43 'R T!IIt -i 'R! RIM=289.40 INSTALL: COC-283.00 N & 1 - E) 8" GV (MI(8"PVC CB TYPE I RIM-289.47 IE=287.27(12"PE E) IE=287.17(12"PE W) BOT-286.27 1+00 S8835' 511E 319.56' WATER NOTES. • 6Q APPROX/MATE LOCA77ON OF EXIS7NG SANITARY SEWER 1Q 3' COVER MIN/MUM. (TYP.), UNLESS OTHERWISE SPECIFIED. SERVICE BASED ON AS -BUILT DRAWINGS (TYP.). SIDE SEWERS ARE AT APPROX. 2'-5' DEPTH. CONTRACTOR 2Q REMOVE EXIS71NG FIRE HYDRANT. SHALL POTHOLE IN ADVANCE TO DE7FRM/NE EXACT LOCATION AND DEP774. LOCATE WATER MAIN PIPE JOINT A 3Q CLOSE VALVE AND REMOVE EX. VALVE BOX. (TYPICAL FOR MIN/MUM OF 6' FROM SEWER CROSSING, OR AS APPROVED ABANDONED VALVES) BY ENGINEER. CONTRACTOR SHALL REPAIR DAMAGED SIDE SEWERS AT OWN EXPENSE AS FOLLOWS: A4 REPLACE EXIS77NG 314" WATER SERVICE IN774 NEW 1- WA7ER SERVICE PER STANDARD DETAIL 320.1. (TYPICAL FOR ALL -W7RIFIED CLAY: RE -SECTIONED WITH PVC PIPE SPOOL SERVICES) CONNECT NEW METER SETTER AND NEW AND FLEXIBLE FERNCO COUPLINGS COPPER TAIL PIECE TO CUSTOMER PRIVATE SERVICE LINE. \ 5Q POTHOLE IN 77-IIS LOCA77ON AHEAD OF WATER MAIN _CONCRETE.• RE -SECTIONED WITH ROMAC SADDLE INSTALLA7701V TO ESTABLISH LINE AND GRADE. -PVC. RE-SEC770NE0 WITH RIGID COUPLINGS OR A ROMAC SADDLE 7Q EXIS77NG WATERMAIN MUST REMAIN ACTIVE DURING CONSTRUC770N. INSTALL NEW WATER MAIN BELOW EXISTING WATER MAIN lF NECESSARY. AMERICAN SURVEYING & ENVIRONMENTAL, TLC (ASE) CONDUCTED AN AS -BUILT SURVEY TO LOCATE ALL WATER VALVES AND HYDRANTS. AS -BUILT DRAWING REDLINE MARKUPS WERE MAINTAINED BY LASER UNDERGROUND & EARTHWORKS, INC. BY THE ON -SITE CONSTRUCTION FOREMAN AND PROVIDED TO ASE TO PREPARE THE FINAL RECORD DRAWINGS. THE RECORD DRAWINGS REFLECT THE AS -CONSTRUCTED CONDITIONS BASED ON A COMBINATION OF FIELD SURVEY DATA AND THE AS -BUILT REDLINE MARKUP DRAWINGS PROVIDED BY LASER UNDERGROUND & EARTHWORKS, INC. AND SHOULD BE FIELD VERIFIED FOR ANY FUTURE USE. ALL WATER VALVES AND HYDRANTS WERE FIELD SURVEYED IN THEIR AS -BUILT LOCATIONS AND ACCURATELY REFLECTED HEREON. P • • RE SHOWN ONE -CALL RE ENCE ILITIES ON Y ACONTRACTOR OR R ® ALL FIELD LOCATE ALL EXISTING 1 800- 424- 55 JWILITIES A MINIMUM OF 72 HOURS Knowwhatsbelow. PRIOR TO CONSTRUCTION. Call before you dig. _/` 111111111 IRON FENCE CB TYPE RIM=305.34 --303.64(6"PVC S) IE=303.14(12"PE E) IE=303.04(12"PE W) BOT=302.44 REVISION tW ASPHALT 8 L 25 Dl W/ POLYWRAP N �- 6 12"PSD(R) _ rv_T�y�rm�mr� SURVEYED: BRIT DESIGNED: AW DRAWN: AW CHECKED: AG BY DATE APPR APPROVED: AG I I I I I � I I � I I ILL I\I I 32"CON § D N SSMH RIM-328.72 COC=320.82 24"COS I (6-8"CONC N, S, & E) iDI BIT D (8"CONC W) Elf P I 3+0 a B 16 VCP(R 4'w P - 4._. 6 CONNECT TO EXIS77NG 1, 4 SEE SHEET W-20 FOR I SCHEDULE AND DETAILS IRON FENCE CB TYPE I � o RIM=325.45 IGRANTAVE .25(12"PE W) 3 ROT =322.85 T FOUND I TEDN POSIITIONN N: 174864.3414 E:1302604.607 :WATER VALVE 000720-0191 RIM=327.12 TW=324.92 WATER VALVE RIM=327.96 TW=324.06 V) I W 3 I / o 0 Q o I U N J o� z � a N o o U I IDO SCALE: 1 -20 ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY FOUND 2" BRASS DISK WITH PUNCH DOWN 0.65' IN MONUMENT IN CASE N: 174720, 3797 E 1302605.5217 NO MONUMENT FOUND \ CALCULATED POSITION N: 174694.3515 E: 1302600.3024 VERTICAL: HARD 1988 HORIZONTAL DAD 1983/1991 DATUM z 0 20 40 1 "=20' I 3+38.7, 19.6'RT z zn z o c n•r ITT REMOVE AND REPLACE EXIS77NG F7RE HYDRANT BENCHMARK "P" TOP CENTER BOLT OF FIRE HYDRANT AT THE SOUTHEAST CORNER OF GRANT AVE S AND $ 10TH AT ELEVATION -332.99' II Y- I I I a L_ A, °s 90 - A9. DD� �d >} C T Y OF RENTON Planning/Building/Public Works Dept. KEY MAP NOTE. ALL PIPE SHALL BE BAGGED AND SEALED FROM POINT OF DELIVERY THROUGH INSTALLATION. DATE: RENTON HILL UTILITY REPLACEMENT PROJECT 06/19/17 FIELDBOOK: BAGS S 10TH STREET DRAWING Na: STA. 0+00 TO STA. 3+20 W-4 SHEET: OF: 12 88 W 0024 z W Lu L I ( I o¢n w Q o 3 WP ` D�;I I/ <� I tl• Z S VV// iw < rn N M mw Z C) N Q Q W O IA o ASP clI p� ILL WW hW o 000000 0 Zm hW a !r >o Q J O zvO l I U o c, W P yarn � •I� I N M _ S O I >O OO/ QJO GRg GA P I�r, � o SV 9 SV9 ea w 3,4 - sV svo v ro a m OT12"CE- C_z G Z ao oWo � �4141 I '1 warn , W,O 2' TALL BRICK U h h I COL l O (00 I � Q = O Q w Eh:Q o ~ Q Z O O w Z H z W L L z Z w J z z LLI U- Z O Q O (n JJO O=LLImJ� Qz Jzz� z z zO w Q Q z w� Q O Q J z> w O ff_ w z Z� O Q J Q J z O w� O m w LLI zOowU Q�z U)LLLLI u mHLI Q w � CA Cn Q Q w> U) O»r U)VE Y] 0Q�Z � O ` mmzaO m HT w >� o Z U cn O Dz z wz Z� OzO wa=~QQ _TzED>v)>z uQ LLw Q O O w= T� w' O J w W zmzz>QOOw azOQzo mQ O m w LrLIQO>Ulh�CDwrOUw>LL > rHLI Zmz�wZzcnmw z QcnCE�zm n � w Uvcnm0Q�z�EL EF< EP O�a]0-U�OQQQO_>QQQ U>_> LLI � Q oLLI Q� SSMH(R) BURIED 14" D NO MONUMENT FOUND -� CALCULATED POSITION N: 175227.0928 SEEL E: 1302293.9905 G ARD AIL 7 2 p p� I a0 I h 20LLJ � I � C4 o3Q ti QWLu oyR I 0 I z I U I I I �Y I mm �En I j "Q J R Q co hl I � I r CB TYPE I RIM-284.22 COG =278.52 (12"CONC E & W) a I I I I I I I 3 I WATER VALVE RI -30282 TW-299.32 WATER VALV RIM-300.5 TW=298.5 a a d U Q. "I I � (L p N 1 � U C a h w 0g+ 1_1 3 Q O 7 m Q N o 7 � U a Y I EL d 60 BURIED HOLE (V) o w N Q zWo W C) o zap warn D' N M � I .II I I CV 1i \ \ QW 4-L-4 I ye 01 1LS r5 � 4Qcd J J Z p i Q W W W Oe0 z 2 �T 2 zlm a Q BENCHMARK "G" SOUTHERLY MOST BONNET BOLT OF FIRE HYDRANT AT THE NORTHEAST CORNER OF S 9TH AVE AND RENTON AVE S ELEVATION-306.63' WATER VALVE / 816 S 9TH ST RIM=302.77 .•gyp PARCEL: SSMH TW=299.27 d�� 329470-0111 RIM: 8" PVC (E, W) 12"DEC - CB T 6"VCP (N) ASPH =302 ( COG: 308.81 DRIVE IE=300. 6(8"PVC S) CB TYPE I _ ;0(R) COC=301.31HEDGE _ GRAVEL --� DRIVE CRASS c GRASS Omnivm� mi 8 PVC S ATER VALE V) TW=303.39 8"W P OHC�_ GRASS P U � S 8"PSS ° p 00 � 3 r � 4"W F Cj 'ALOE _ a S 9TH STREET 62 e� o d-w z CO � (DEDICATED PUBLIC RIGHT -OF WAY) \ 1. T P P GAS GZA GAS ASPH GAS GRASS a RIDGE) 71 12"PSD R 0 ASP 70 WM ' a DRIVE -3. GRASS CB TYPE I ° RIM=30L28 " =299.58(8"GONG CO N) -299.38 CB TYPE 1 TYPE 1 ' RIM. 310.91 VE A eAVE IE:310.01 (4" CONC S) RI RIM: 31299 A 310.99 (12" CONC E) I CB TYPE 1 BTM: 309. 01 IE. 311.59 (4" ADS) RIM: 308.29 EAVE SAVE IE:310.49 (12" CONC �n�� E: 30 49 (12" CONC E) BTM: 309.89 �E: 306.4 12" CONC W) I N TM: 306.19 1307 S 97H ST �� z O PARCEL: w U a 329470-0120 1313 S 91 a rn PARCE o N 329470-1 C 12"�C�QJ DRIVE - o14"CH3J a LAJ CQ LQ LLJ K Lai ca J zi m I U M M a..• U10• I� Q � h SSS(R) J O V s (jV I Q Q O Q 2 3 2 V o LIA ti SSMH > ^ 0; RIM=289.94 1� � F. Q COC-280.74 Y Qc k SIC (12"CONC N) 4) Q Vo h (8"CONG S) 41� �f �•' g zl � a N 41 CR N (pQC9 ¢ Ne00 ;t�jJOmhro J < �� I l-Z I I tici I I 8 h 2 h 2 h 2 I Z O N J ^O Hi 4N�H� j E o arl ct rn vWi �N 2" 1Ia 8" R hh OW i Oh Q N w W Q ah > U I 00 OO/ z¢� wILrn N M V, En En CB TYPE I RIM-286.55 - ----' IE=283.45(12"CONC S) IE-283.35(12"CONC N) IE=283.25(12"CONC W) BOT=283.15 BENCHMARK "0" NORTH RIM OF SEWER MANHOLE AT r THE NORTHEAST CORNER OF RENTON AVE S AND S 10TH ST 3 ELEVATION-289.40' V/ D; O .. 0 2 h OO U I O oW Lcini 22"CON WATEF�VALVE C STER ZRIM=26.76 �L WF (gDEC CLU EC /TW=286.76 OST DEC;__ 4)-6., /DEC TTEF I-V DE91 �y1F 1i(2 4`6�DE( 111 (P) - ASPHALT IRON FENCE I Pam' .. .\ te88-LZ-dim iOArOHd 1NAAAOV�c]AH Ainii l ��IH NOlNAH IAVN 13drodd ep D;WD; �Op ti 0_ h UW�Q a-: kayQ a o o �� 1u2¢p. 2�.6V2�pQp � Lei 2 p2 c¢i1Ch1 �0;�4�i� � e a rv� p vv=i�i 222 � � W3W �d'NUV� 2 Oa � D;WU Op 2��a V� W � ti22 O h�O hQW �V � RQaQ� �� WCOi c� W 2h2 2 a�2Q 0;2 W 2 �2Q OO��O�U1� �� R �`� �meo Olu�u pk � 41Q 3c�3 2 41 h QuWi�Q�l2ilh�h� vZi��a�ovp�i �I Q i' Q. CC WVW a I a D; W Q e '' 2 zci _j 3e i U_ W LZ3V 2 h � W -4 Z pc h Q SNy� pQ WW W2 � Q he � Q = O 30WV �m �R.F Q Z G: 0'h �p~lu o4hi 2 e ~i2a � Q�v� � � h z � p � W QW W4U� Z� 22 Z 3 ►� � UQ ��8 a2 aaa a a / I ASPH _ OO+I a 1 ,99 6l2 3„9Z,S2.885 � - �12"PVC(R)� 4-M 133HS 33S 03 03 rO CC O w Q H� nIL LL 00 ELF O W O w 3 � w � o `+ (1) W LU Z O �O O ~ W o J J_ 2 0 Z W o �=o oQ oNElf s m am oa a oa oa a d Q w Q O r mElf z O m w OMQ'y}ioN _Ja}oM p1ry uo}u ab\u 61sa0 OVO\}uawwoldaa u!oW as}oM SIOZ bZ8C0-LZ-2i1M\sali,E }aafoad as}oM - C6-a�\6}pi,}D as}om fiul�u!a0 - 211M\sA5 al!j\:H '3 WVN3TIE n 3 0 0 Z N 04 _ II SSMH RIM =270.95 COC=266.45 (6"CONC N) (8"CONC S) (12"CONC W) (10"CONC E) SPII��Id� dH0 SSA -��+z R' -OF WAY) ' H Mao TYPE 1 /�/� I M 268.35 66.45(8"CONC E) 65.85(8"CONC W) 1221 S 7TH ST 10=264.45 PARCEL: 329470-0075 II 1 I �N � J O a N r 00%o I WATER VALVE RIM=306.37 TW-PO4.37 CB TYPE I RIM- P02.74 IE=300.54(6"CONC W) m' ASPH / IE-300 54(8"PVC E) BOT-300.04 136 LF 12" - GAS - rt 1 AV GAS � �} 8 PSD R CONO A DRIVE ON CB TYPE I / E N RIM=302. � IE-300.68(8"C E) W IE=300.38 ONC W) V N BOT=299.38 Z FOUND BRASS NAIL IN Q CONC DOWN 0.60' IN MONUMENT IN CASE o p N: 175877.4200 ti E. 1302310+3249 w O > �J \�• vl p r i 2 a .. o 0 N y o o„C qca n O4WI 2 maN as M a y k o W U � Q i W �14, J +ii ,ate 14"ED w > I > n w Q o IT oan M C \ way � rn M 0 w Q I Ia, w Q..o zw� > w �QN I Cs am 3 N I j M L-M133HSMS -..-..-..-.. - I U 02 00 Q FZZ W g I W32 / O J Q.. 0 W=p OU aO > I 222y4pi OWU a % ZN >o� ?'T VALVE CB TYPE6.49 3.99 RIM=306.83 E=305.23(6"PVC W) dclFKrz 11 GA '' GAS sef) = 8"PSD(R l-,. II; I ° I '�O a SS U,w WATER VALVE RIM-306.90 TW=305.80 S 7TH STREE 00+4 2� CB TYPE 6 ,68'6lD M„LZ,6S.68N RIM-307.40 �� (DEDICATED PUBLIC RIGHT -OF WAY) -" IE 304.80(8"CONC W) `P 4 CW WATER VALVE RIM-308.01 _ TW_306.31ca - O 00 lo/olo�o J ryz r �A,p z Q / 700 RENTON AVE S p W N p PARCEL: D--3 Q / 329470-0080 v O / ce TYPE Iy N Z W % RIM=306.47 p l OLai U E=305.47(4"GONG E) y y IE=301.57(8"CONC S) O IE-301.47(8"CONC W) W BOT=301.27 �th w N Q� d• ZW01 J z 0 / 0a^ warn ~ Z 0 0 m Q Q 0 zOUI IN F_ W Z li~Q W LL Z / o r` z z W J Z z w U- Z 0 Q- O (�JW0 =WOR a��o wvEY ROHP W �w�rU /5S/Ao�JS ccc CB TYPE RIM-306.13 E-303.63(8"CONC BOT=303.53>C OU G(R'�ac14) Q a En �a A-m•_�gy�mU l WATER-��D,A V/A/ Lo VE RIM=306.48 TW-R04.78 a_jNWm "to �Zy�Qy2 he a �a z>I mMNOo _JW wam S CO(R) U> c o>ooz U >Q aW Ooof 00 O` NLL z LL OL_W W Y W U 0� Q Z >z 0wLLJ 0M�aazwzQ mm0w0UzDw>OJL L70U QDU)L�z�a 0 Q Q WQmQ }�7 z 0> V7 EE m CYQ� O U) N�e wm mzQO OOLLI LLI OQU�Q � D=Q W� U7QI-W W�QO 1-Y,OJW ZZ OQ W zQm> UQ QWU WUQ O 0U0 > D-Z Q D" 0 w ZlW >Z oQ OU( zQQ 0 Z Q D' ED U D w QU 0 UOOzWQ0-0 QWZW= = WOWrJQ \ � >YYW � Zw� W O L�El� �'P, r U 0, rcl� U O< <0LLI )LLQQZWUQyp QU>W LLw'QOWQQ 0hP IL SD N d Q JO o ' z u > oQo^ WP > Wdm 1 - - • • - • • - 9-M 13314S 33S *3114IlHOlY14 - - • • - • • - �Z88-LZ--�IlM iOArOHd 1NAAAOV�c]AH Ainii l 71H NOlNAH ]AVN 1DNFodd QO QaQQ Lu W4eo•. a °o jW � �W2 Sn W Q h Om ¢v'v�30 v �Q <n c5 ct: -j Q W V � 2CLWXQ5 � cc � e PC cc WOE j�C3¢Uhy 2? W3W 2OpN20 a p� W LAJ �22 LJ O�yJQ3�U �W �!i y�2Q eO�22UW n1 2Z�0 En 4aQ02oQ0OQ2� �'W Jj WV� W �meo232I pk W W� 3v3 OUy_�73 LAJ Li V �U 2�2 a� QU�WW �p O �� y2CQ Q �2im0 SI Q I� WI o; 4xlCOiLai a a 0; W Q� 2 � 3Q Qc LL K ' W 2U0� � � SN W pQ f/1§ (t''j Qj CC W W 2 W ��W ea 'K Qc �K Q 2 y S O 3p3v rzm W W e -K20� Oh �� \U~W �W e Q IZZ V)En �i i a N 2 y�OJ O Z � W Q2 I �Q_ OQ U OQ aCc� 3 vQ vWiU a2 aaa a a \ cc 4D3 Z o J�Q W J y�ti m l J pW 2 'K pOCZ1 iU � O L1J W U) O U LIJ T Q Q cn 0 0 O z `+ J Lu LO m Q D W J J_ 2 z 0 L1J I s 0 om a a oa oa 3 0 a 0 d d Q w Q 0 0 n z 0 w / 0 EDI \ 3 F- = O :9 W N W o Q p 9 F a�Ld Q2� N >: U 2 I=Z_jZZ no w 0 Q 8 0!!:! O Z W W F F J o o R LLJ _ w wIrvWa J � U Op 00 D_A ® O T � o w a 0 O C ;iO I �I OMO'44�-N 1a4DM IIIH Qy3\yuawa0DIda, w.DA JaaDM SIOZ bZ8M-LZ-?iM\sa11H 13@Fcjd Ja4DM - LZ-2im\Ruim jalDM bw.vuija - ?J1M\SAS DIIL\:H :IAVN3\IL AR N 1• 9 LLI Q C) z w w 0 OT In 1- LLJ 75 LLJ J In LLJ rr- J_ 2 0 Z rr- a w SEE SHEET W-1 U Q J N jCd( oz Q c o ww V dN r: U w z Q o r a o d O a aO a EAVE CS GO 4P w a IL) d' 0a 'wo o OU 0 w rRE p I w ;I C CRyy I z ,Ji o CONNECT TO EXIS77NG 8" 0/ 10 m SEE SHEET W-21 FOR FlT77NG SCHEDULE AND DETAILS WATER VAL RIM=237.3 TW-233.4 MbC � BLRD = w � o a o WATER VALVE o RIM=237.78 � TW-236.18 MOD D Io U `w n SSMH z RIM-237.97 COC=223.87 o z g (12"CONC N, S, & E) . o O Q, SDMH RIM=238.32 IE-234.82(12"CONC E) \ IE-233 82(12"CONC S) \�•�' BOT=231.52 I I I I I AMERICAN SURVEYING & ENVIRONMENTAL, LLC (ASE) CONDUCTED AN AS -BUILT SURVEY TO LOCATE ALL WATER VALVES AND HYDRANTS. AS -BUILT DRAWING REDLINE MARKUPS WERE MAINTAINED BY LASER UNDERGROUND & EARTHWORKS, INC. BY THE ON -SITE CONSTRUCTION FOREMAN AND PROVIDED TO ASE TO PREPARE THE FINAL RECORD DRAWINGS. THE RECORD DRAWINGS REFLECT THE AS -CONSTRUCTED CONDITIONS BASED ON A COMBINATION OF FIELD SURVEY DATA AND THE AS -BUILT REDLINE MARKUP DRAWINGS PROVIDED BY LASER UNDERGROUND & EARTHWORKS, INC. AND SHOULD BE FIELD VERIFIED FOR ANY FUTURE USE. ALL WATER VALVES AND HYDRANTS WERE FIELD SURVEYED IN THEIR AS -BUILT LOCATIONS AND ACCURATELY REFLECTED HEREON. WATER VALVE RIM=236.84 TW-235.44 WATER VALVE RIM=237.83 TW= 236.13 CB TYPE I RIM-237.69 E=235.69(6"CONC E) IE-235.49(12"CONC W) BOT=234.99 w 630 CEDAR AVE S i PARCEL: " 722140-0230 INSTALL: 1 - 82. BEND (MJxM✓) W/ CONC. WOOD THRUST BLOCK MHb RAIL 840 BN0 I I I I I I I - ASPHALT _.Rt, ASPHALT 12"VCP(R)� c 8"PSD(R i \ STA. 0+00.0. 18.51T S 77H ST / INSTALL: - -1 - 8" 2V2. BEND (M✓xM✓) W/ THRUST BLOCK CB TYPE I • >. RIM=238.47 �. IE-236.87(8"CONC E) IE-236.67(12"CONC W) BOT=234.47 CB TYPE I RIM-268.85 IE=267.15(6"CONC E) IE-266.95(6"CONC W) MUCBM� _ - - 10"CON PROPOSED STORM DRAIN. SEE SHEET SW-1. ��/////� 1209 S 7TH ST PARCEL: 329470-0005 WATER NOTES: 6Q APPROX/MATE LOCA77ON OF EXIS77NG SANITARY SEWER Q1 3' COVER MINIMUM. (TYR), UNLESS OTHERWISE SPECIFIED. SERVICE BASED ON AS -BUILT DRAWINGS (TYP.). SIDE SEWERS ARE AT APPROX. 2'-5' DEP774. CONTRACTOR 2Q REMOVE EXISTING FIRE HYDRANT. SHALL P077-IOLE IN ADVANCE TO DETERMINE EXACT LOCA77ON AND DEPTH. LOCATE WATER MAIN PIPE JOINT A 3Q CLOSE VALVE AND REMOVE EX. VALVE BOX. (TYPICAL FOR MIN/MUM OF 6' FROM SEWER CROSSING, OR AS APPROVED ABANDONED VALVES) BY ENGINEER. CONTRACTOR SHALL REPAIR DAMAGED SIDE SEWERS AT OWN EXPENSE AS FOLLOWS.• A REPLACE EXIS77NG J/4" WATER SERVICE WITH NEW 1" WATER SERVICE PER STANDARD DETAIL 320.1. (TYPICAL FOR ALL -W77?1FIED CLAY.• RE-SEC7701VED WI7H PVC PIPE SPOOL SERVICES) CONNECT NEW METER SETTER AND NEW AND FLEXIBLE FERNCO COUPLINGS COPPER TAIL PIECE TO CUSTOMER PRIVATE SERVICE LINE. 5Q POTHOLE IN 7741S LOCA77ON AHEAD OF WATER MAIN -CONCRETE. RE-SEC77ONED WITH ROMAC SADDLE INSTALLA77ON TO ESTABLISH LINE AND GRADE. -PVC. RE -SECTIONED WI RIGID COUPLINGS OR A ROMAC SADDLE 7Q EXISTING WATERMA/N MUST REMAIN AC77VE DURING CONS7RUC770N. INSTALL NEW WATER MAIN BELOW EXISTING WATER MAIN IF NECESSARY. P • • RE SHOWN ONE -CALL REFERENCE ILITIES ON Y ACONTRACTOR OR ® ALL FIELD LOCATE ALL EXISTING 800- 424- 55 JWILITIES A MINIMUM OF 72 HOURS Knowwharsbelow. PRIOR TO CONSTRUCTION. Call before you dig. 111111111 //VJ /ALL 1 - 8" 11Y4' BEND (M✓XM✓) W/ CONC. THRUST BLOCK I/VJ [ALL: - 8" 11Y4' BEND (M✓xM✓) W/ CONC. 7HRUST BLOCK SSMH RIM-270.95 COC-266.45 (6"CONC N) (8"CONC S) (12"CONC W) (10"GONG E) ,.. 7- STREET Jc(g+00 6"W C R' -OF WAY) Owe' ° H MOO - \ ASPH CB TYPE I �� '///�/�/ RIM 268.35 IE- 66.45(8"CONC E) E= 65.85(8"CONC W) BO -264.45 221 S 7TH ST PARCEL: 329470-0075 136 LF U N � c) I UO UP / Qa Ef d N ll/< WATER VALVE RIM-306.37 TW-304.37 CB TYPE I RIM-302.74 IE=300.54(6"CONC W) IE-300.54(8"PVC E) BOT=300.04 z 0 20 40 1 "=20' KEY MAP w 0 > m Q Y�///i N / O 9 CONNECT TO EXIS77NG 8" DI SEE SHEET W-21 FOR FlT71NG ¢" � �ON SCHEDULE AND DETAILS 1 w II II OR U WATER VALVE PROPOSED STORM DRAIN. SEE rn � RIM-P06A9 CB TYPE SHEET SW-2 • ST TW=305.99 B RIM=306.83 E-305.23(6"PVC W) b s MHO- aces"i - ]HU- - -dH6' -dH0 W PP 3"W 11 F Z�- WATER VALVE RIM=306.90 2� mw Q TW=305.80 ET mw Q =SS �RIN 12"VCP R -5 m G1 0 S 7TH STREE PE IP s`_;w GAS 3+nn 4+00 26 8' PSD() 6 CH TYPE �N89'59'27"W 319.89' 8 PSD R a \ ) + ,RIM-307.40 MMW (DEDICATED PUBLIC RIGHT -OF WAY) CONC L E-304.80(8"CONC W) DR NE° a'G 1• 014'CW o \ E WATER VALVE RIM=308.01 �16"CON �TW= .2 T TWW=306.31 -CB TYPE( ( N r - RIM-302.58 4 IE=30068(8"GONG E) IE=300.3 GONG BO D- •. j BOT=299.3838 FOUND BRASS NAIL IN 4 CONC DOWN 0.60' IN / 4 .a L, / 700 RENTON AVE S MONUMENT IN CASE U PARCEL: N: 175877.4200 MU 329470-0080 E: 1302310,3249 / W( P ' C LH / CB TYPE I PROPOSED SANITARY SEWER. .. o = p / RIM=3o6.47 GAS _, M?C IE-305.47(4"CONC E) J � SEE SHEET S-4. D w E o o CFT IE-301.57(8"CONC S) IE-301.47(8"CONC W) w a rn A%( BOT-30L27 M R SVC O a � j LLI �y > N GP(y8-G R w o 00o { ° Q w�� ✓�1 1 1 3: 4 M 0 P �j � � D(R)OFIP 14" ED p w co SS<V) > > w I > Q TiP �j o o c"'.: of SVf R Sb`.� 4 w >co o' ^ MbC11011 warn wo CE N I 00U OI o n o W( ) '¢"t I\ �... °U warn w 4 I Q M w / O I ? 4 PROPOSED SANITARY SEWER. I P GAS SEE SHEET S-5. YA � T - • • - • • - MATCHLINE: SEE SHEET W-6 - - • • - • • - N07E• ALL PIPE SHALL BE BAGGED AND SEALED FROM POINT OF DELIVERY THROUGH INSTALLATION. SURVEYED: SCALE: DATE: BRH 1 „-20, HORIZONTAL DADV1983/1991 id RENTON HILL UTILITY REPLACEMENT PROJECT 06/19/17 DESIGNED: - C O� RENTON PIAEG°e°oK: °R"w" AW S 7TH STREET ONE INCH DATUM DRAINING Na: CHECKED AT FULL LL SCALE Planning�Building�Publlc Works Dept. STA. 0+00 TO STA. 5+00 W-7 IF NOT ONE INCH REVISION BY DATE APPR APPROVED SCALE ACCORDINGLY SHEEP: 1 of AC W 044 N 1• i I— z LL.I 75 L L] CU Q J L L] I J J z O L L] I -dHO dHO am EX. 6" DI 136 LF (TO BE ABANDONED vAS GAS 2�'�E IP �A�P GAs „ I —� — I a O a ° d a �a a i ja a � � O �-16"CON w -------- ------ �— w 1 4 S. 7TH STREET 2 11 ILIF r T - 0 L4 dF a a mmrINi 3)NWI "INV- 1 dHO S. 7TH STREET SEE SHEET W-21 FOR — GAS GASC 1 2» G GAS — EX. 8" SD + N a EX 12 DI a a o o a Q °a Q wm a Q �a E 4+ I3121 310 1... SECTION A -A: RENTON AVE. S. N0.7EM PROVIDE 0.5' CLEARANCE BETWEEN 8' HIGH PRESSURE GAS AND NEW 8' WATER. MSTALL 8" 11Y1 OR 22V VERTICAL BENDS / CONCRETE BLOCKING IF NEEDED. OTHERWISE, DEFLECT PIPE TO ESTABLISH GRADE ©INSTALL e' 11Y4 OR 22V VERTICAL BENDS W/ CONCRETE BLOCKING IF NEEDED. OTHERWISE, DEFLECT PIPE TO ESTABLISH GRADE DEFLECT PIPE TO ESTABLISH 30 COVER. 308 I .......................... ..........1 LU LUof i U) 2 U) Q _ m : W 312 ......� ...... cn o � o o......3.............................................................. 310 ................... I ............. �DUSM GRADE AT III.... I 308 I C'flaV ......... 113061 A .. 304 ............. 0 / � PAVEMENT NEST EDGE 3O2 _ ......... W (To BE gBr,NDONED) i EX. 8 W 302 EX. 6_ W (7D BE A@ANODNED) _ _ EX. 8" 3 E` 2 300 .......................................:..... ............................. o..... .....................:......................... 300 W w z a W aQL a03 W h}� 413J•W J. a 03 ^� �472 + Z oho 312 W ..... ' �........... ..... � AA 312 :.............:.............:.............:.............:..........Q .. Q W.o.�. ..m........................:........... �f �f +"i Ni uS �f0 uS �� Hi .N h h., W m.. ..�. y •LiL6�� yPNrnrn� al..¢...e.z :o Q oo:ll II II EX2'GASOSOU7H v o rn rn rn rn N N N• c� x� W w w EDGE OF PAVEMENT `.:N N N N :^_ N II II I� e W LL{ I� .tn E �.x x x p 0•II II II II O II WN N j N � k;N N �--- .r =:Il�m~W ��a x x x RA x x W 308 ��:aa�a ��`� � � 308 ............:............:.............:.............:.............:.............:...................... ... h� .•....... ham.. h.ro.•.. �_ D 3 4 • :.. .............. 3 04 EAIS77NG GRADE: AT C NEW @ 2 0.5 WATER 3 O4 ._ EX 8 W ....................................... 'S�W. aNED)..... 300 ,.�x, ND ........................................................... 300 INSTALL 6' Q-52 DI W/ MEGALUG " E3P 7HRUST:RES7RAINT. (10 EE P 2• 1 � � � • � NEVI � 55 :.............:PRDPQSED .6' . .................. ,,. .�.. Eft. 10:.......... � .... ........:...... w .. . �a2.d. 296-52 D, wA7Elt 296 Exam GAS O SYX/7H •' 0 o N o m 292.EDGE of PAVEMENT .. ......... : W 2 w w 292 EJL6' W ' (70 BE REMOVED) ..�. . 288 ,,, 288 N y 2+50 •iul—.800-424-55 ONE— CA L L RE EING R NCE UTILITIES ARE ONLY. CO THRACTOR OR ALL FIELD LOCATE ALL EXISTING PRIIOR TOCONSTRUCTION.MINIMUM CO N72 HOURS now. what's below. call before you dig. 3+00 10+00 10+50 AMERICAN SURVEYING & ENVIRONMENTAL, LLC (ASE) CONDUCTED AN AS —BUILT SURVEY TO LOCATE ALL WATER VALVES AND HYDRANTS. AS —BUILT DRAWING REDLINE MARKUPS WERE MAINTAINED BY LASER UNDERGROUND & EARTHWORKS, INC. BY THE ON —SITE CONSTRUCTION FOREMAN AND PROVIDED TO ASE TO PREPARE THE FINAL RECORD DRAWINGS. THE RECORD DRAWINGS REFLECT THE AS —CONSTRUCTED CONDITIONS BASED ON A COMBINATION OF FIELD SURVEY DATA AND THE AS —BUILT REDLINE MARKUP DRAWINGS PROVIDED BY LASER UNDERGROUND & EARTHWORKS, INC. AND SHOULD BE FIELD VERIFIED FOR ANY FUTURE USE. ALL WATER VALVES AND HYDRANTS WERE FIELD SURVEYED IN THEIR AS —BUILT LOCATIONS AND ACCURATELY REFLECTED HEREON. 3+50 4+00 N07E• ALL PIPE SHALL BE BAGGED AND SEALED FROM POINT OF DELIVERY THROUGH INSTALLA710N. SURVEYED: SCALE: DAIS: BRH VERTICAL: NAVD 83/1 RENTON HILL UTILITY REPLACEMENT PROJECT 08/15/18 HORIZONTAL: NAD 191988 1 DESIGNED: 1 "= 1 0' rL AW S. 7TH STREET Qa RENTON AVE. S. F1EL0e°°K° DRAWN: RENTON g° WATER MAIN PLAN & PROFILE PAGE: AW ONE INCH DATUM DRAWING N0: CHECKED: AT FU Planning/Building/Public Works Dept. W-7A AG IF NOT ONE INCH NO. REVISION BY DATE APPR APPROVEOA:G SCALE ACCORDINGLY SHEEr.15A°F89 IWI-1013181214F wdN / O m N (a> z O N NN �� a r O > (L O — B-M 133HS 33S :3NnH31VW — • • — • • F, cw Ib co U U a o ^ m QO = J 2 0 o o a z Lki J (6in a m l JqL3L J'K U LU J w < z > O m IL Q 0 / U zwo G O o �aN(a � S ^ m J Qz Q =� <Q ¢a mom w � w > Q ¢ cc,_ o zwo oofo� W dN�: ^ U rn Q . 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N >� GRASS I- GRASS _CLF CRW CS GRASS W, L CAPE 12"PINE r FOUND TACK IN LEAD DOWN 1.63' IN MONUMENT IN CASE BELOW ASPHALT 901 HIGH AVE S ' N: 175211.4179 PARCEL` E: 13C2933°5712 329470-0290 I. O I wOwz�, w w w } m d w m w d C F R R 'u: ¢ Iu� N NFI VUl :,"_-_ m 0 0 rJ M W W U O' a N d� } U d d DO .. . m V y m gym\ Z o O • 7� ] o - U° arc I I W w w U o ` 1 w o u Z � o L\I U I p GA , r W I 1 w a,o = La U =a a wo > zl> ..i w .'VIP '.. o > N �� of I ad N >, I O � V / ry M sad w 0 m I U d J W U� NO �m IV G o + o 0 w I O� � U Z Z � UU U �' �� 4y FCC, =X a' > w L.° N N < G ¢ N •� of a •to to are (n2 O Q w w W U � I r d i (U)M O_ =ate 2.5' W ; o I > ¢ IW c> w z> I - q Q ¢ ¢ Y izz ,'/ i y Q N ww CL vow Q p O ' �°- oRIyE: W ti �12;P .D GRASS 2 GRA GR S R �12"PSD(R) GRASS WP S 4T- �1 T c7- I LSCAPE L h �w 900 HIGH AVE S > z z �W 329470 owo u � = 0 WATER VALVE RIM=364.28 TW=362.18 11 S BENCHMARK "E" w w y NORTHERLY TOP BOLT OF FIRE Z QQ HYDRANT AT SOUTHEAST CORNER +� OF S 9TH AT AND HIGH AVE S X ELEVATION=366.44' v Q W ¢tea J m d W ¢ ° °O V12w w 11 II II O w U I w ¢ PUBLIC RIGHT -OF WAY) SYC) — n' cS 1511 S 9TH ST PARCEL; 329470-0381 C' fn I � a o a Q 6 > to M �V~III 414C5 'KC93 W WwVJZ� ZZ ZZ Wl��QY%) < r'I TC . 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I o v1/11 p � W04 p � � d• E e iI = J of eG(R U a c)I D Scc w coN N SS I N N RU m u + INC U U° �. N O 'm Q -L;o SCo 0 o v) w Sarn � � CL I W CD MIN GRAS U W CO p � I d° > IX w Q U z O U w ILn <r- m � II o • UrwIM � I • rr U � Y zo I o� JQ a wl U u U JI ( i O G o w O M o w 2 V o Q Q O / YQn / oxz ,4•C Sam Uo� O M Y m J a m U Q I l � U Lij- e� N w O Qw O / 2v) ff o n M / ILL, o - O Z � e3 10 N N 4Q S+ I 0 (D 4! 7 Z CB TYPE I I IK RIM=361.45 G; IE-358 95(12"CONC E) o Q D Vl N aCD Ln 10 wI e Sofo I� P dM O O aLLN01 Nv1 RL -�•w: 2 J N / 43 cw wO° �aW 8 w� acn tpevaQQ v4i a 230 z W ao � 20W2ep Q En co 2o2-KoQo 2 �2 ro �n�v J U e =II�MII cz Q �owwg ZQ4iO3vyijy U Lo CX6 41 1pu 2 C9 Q 3 N S W �tai .I 1c 2: g 62 rcizo OjN2pl�u0Q- �j W I�22 SS ZmNK--K 4 W LuU V� Oy�p one (n0 � �e Re4e��2�2� 41U U W 2v~i2 V�Q2W0I�00 �Z p Q� 'K Qoo Ope Jpp�iU'K -K v, 0LLN gmQ�OeoLWu� pX Wuj 3v3 �a� �Suj ��Q�W� 2 "Q g� 200 aPC Lu p O �� fat 'K2paL 'OR M&I SZ U 0 k 'W /, a vI v) vI J � a1 v) I e I I D; Lu U (u a I N �eW 2 a a ¢ �p2 e 0: e� W? 3e Z w m V Q a ci w ` \ s w� Wy W W'Kcc UU �Oti vI �- 2Up(j 1 O;W 0 o O`u x eK ee o . (C E w ai I y U m o u � � _w w � I O $0 OL oQ cn h ) Li E15 11 e W y\pc W 2 S a o , 'K W ct LU'3_ Q J QO:xO pX M W Lu 3�2o UQ m `. �(n \K~41 OW a 2 QQ �y2L (tgQ w .rt 1 2 cn cii` O LU J LVo W 0. ; 2 e �0n�wzcnoe UWW� Je 1�zzzmc�o p O W p U eUULu "�oo M e Lu �m 4�i��0 Oy 2 Nmm 3 Ue �LvilviU o [p (O `iU � z ��o coO�U w N � Qaa V• a h a W w II rJ SOS - cn Q � Y > Lai I 'I SS )S w Qwo W > > _fro p x c� w Siqc a m 2 ~ M a W It I 0' SDMH p S Q RIM=364.04 0; a I IE=360.84(12"CONC E) I, ~ o [E-360.74(12"CONC N) -11(n Z r J W z a L Q=o Oo a Q z O �wz L- W DLL z z z oJ000=Jmzoo LLI <0 -Q r- >mU O W m El,U W FL]m O m m= O J I- W m W O W J J Q U O W' Q m Q z> O J U D m m o z J Q O m 0� 2 O m o w m zooWUoaoo(n�om - F-Q�� W[ n 'A' LLJ Q a W J V 7 O»ro(Wnr OmSm0azz O m o OF RE z Q O U)� m w W zInLno0Ln 0 oQED oQ~o > n z - V 7 Q L- T W O Q 0 O O m z Z>�>~ 0 Q ELo Q U }(n�Qm0� (n Ow W W Q EE- U m O O 0 U W> IL Q= m z W U> z m w -zQD Q m CEo Y Q 0Z 0, (mj7m Ymt]J z W Q lr O o O lr m J W � z W lr0o�000000=W W z W zmmmU I O=�)-IrU �OQQQO W (nLLQQz W U Q U > > W Lamar QO> W QQ 360,641,12 CONC W IE=358.55(12"CONC S) BOT=359.84 a W . IE=358.15(1ADS W) > CB TYPE BOT=357.35 ¢ S RIM=363.49 01, p ys 'a (Ah V) d, m IE-351.49(8"CONC S) a W O !V ti o ti-. LL IE-361.49(4"GONG E) _ (g 1g w o W En a o y IE=361.39(6"GONG N) 4 Z Oti CB TYPE Sv �. a IE 36L29(12"CONC E) 1412 S 9TH ST a Ltj RIM=362.09 0 o^ I � IE=361.19(12"GONG W k _ i PARCEL: O J IE=358.59(12"PVC N) =arn W P BOT=360.59 W - CB TYPE 329470-03p2 = 358.59(DIVIDER E-W) rn N w RIM=372.43 O. V) 358.19(12"GONG S) n a r a a > U \ IE=370.03(6"ADS 14 PARCEL: S Q O IE=369.93(12"CL BOT=358.09 w j N r J -'Y EAVE GRASS > • � `IOII SSM 329470-0372 W q BOT=369.43 GRASS EAVEN\-<\ ',8" EC;' v-364.20 �O - 'I•I L'O' COC=359.15 SSMH F w N SL (12"CONC N, E, EAVE rr _ ESCAPE ESCAPE 3 SS (6"GONG SE) > RIM=373.31COC=367.91 UP BRW P RW w I CLF QYq co (6"PVC N & S) dHO dH0 W dH0 (8"PIPE E & W) Lki00 ASPH GRAS 9 GRASS nun dH0 0 SSS R dHO " '. '. ... CLF CLF -r . 0 12"PSD R 7775S 01{p •°` DRIVE U 41 �12 P D w - V' ^ "P BORH00 �12 PSD R: GRASS SWALE GRASS m 4 W P WATCH" P w 30:DWY'. ; N F OO+Z R � 8"GONG R lil Lu z ASPHALT 00 VI OO+q - x a Nips (DEDICATED PUBLIC RIGHT -OF WAY) ,E6 61,2 M„S0,9f.881 (n z N w Z m 2- G P = RASS 15 DWY N C SV9SV �'..,. N a GRASS GRASS G OR •' E 7 j' a 4'Gw•• ;. .. 44CW a + A s R �12"PSD(R) GRASS �, 2 o N GRASS W W P) -� ASS GRAVEL LSCAPE f A CAPE 12'DEC / C7- 2"PINE LS PE LSCAPE7 FOUND TACK ON IN LEAD DOWNCASE S' E /L' 1511 S 9TH ST ' 1.60' IN MONUMENT IN CASE 5 8� Ijw � • BELOW ASPHALT 901 HIGH AVE S la `r PARCEL: ' U - ^^rn 329470-0381 N: 17521 L4179 PARCEL: / w rn z w m E 1302933.5712 329470-0290 900 HIGH AVE S>- PARCEL: II o O II CB TYPE II o RIM=37Z00 n 329470-0380 ol a m m IE-368.30(8" NO E) WATER VALVE °' IE=366.20(8"CO C NE) RIM=364.28 c\J N IE=366.00(8"CON W) TW=362.18 co co rr C F III III BENCHMARK "E" W w .. -.. -..-.-OL-M133HS33S 3NnH31VW- -.. -.. -.. -.. -.. -.. -.. -.. -.. -.. - tZ88-LZ-Him iOArOHd 1NAAAOV�c]AH Ainii l ��IH NOlNAH IAVN 13d\dd 7 03 03 a o O p p cc w C:) z n o a D; co ioi v O e�z w O �u J 0 cLu G Lo U O+ C) C/) r d IL > U) Lu Q O = H o CD J = v D c/) J J Z O Lu _ v O o oQ oN c� a s r Q gm gQ .Q oQ > Q U 1/i Q (r IL IL Q W Q 0 } m d' O (9 cn zoFZF� 3:UN O w N O � U Q O Q W U HZ-JZz Jo aU FW UW O ZW�WH ceJ Q�O RCc (L v 1 J � Q UN W Z Q O00 z O m W m I i OI OMO y}nog -JQjPM IpH u0luab\ublsaO OVO\lu@w.00Idaa upA @IoM SIOZ bZ8C0-LZ-a1M\sali,H }0af0Jd Ja}oM - z6-21imvi!inn ja}cM Bul>u!j0 - 2iM\sLS al!H\:H 'HWVNHIIH - - • • - 1 • • - ZL-M 133HS 33S 3Nf1H31VW WP (L - -I/ - • • - • • - j M �'. I o v1/11 p � W04 p � � d• E e iI = J of eG(R U a c)I D Scc w coN N SS I N N RU m u + INC U U° �. N O 'm Q -L;o SCo 0 o v) w Sarn � � CL I W CD MIN GRAS U W CO p � I d° > IX w Q U z O U w ILn <r- m � II o • UrwIM � I • rr U � Y zo I o� JQ a wl U u U JI ( i O G o w O M o w 2 V o Q Q O / YQn / oxz ,4•C Sam Uo� O M Y m J a m U Q I l � U Lij- e� N w O Qw O / 2v) ff o n M / ILL, o - O Z � e3 10 N N 4Q S+ I 0 (D 4! 7 Z CB TYPE I I IK RIM=361.45 G; IE-358 95(12"CONC E) o Q D Vl N aCD Ln 10 wI e Sofo I� P dM O O aLLN01 Nv1 RL -�•w: 2 J N / 43 cw wO° �aW 8 w� acn tpevaQQ v4i a 230 z W ao � 20W2ep Q En co 2o2-KoQo 2 �2 ro �n�v J U e =II�MII cz Q �owwg ZQ4iO3vyijy U Lo CX6 41 1pu 2 C9 Q 3 N S W �tai .I 1c 2: g 62 rcizo OjN2pl�u0Q- �j W I�22 SS ZmNK--K 4 W LuU V� Oy�p one (n0 � �e Re4e��2�2� 41U U W 2v~i2 V�Q2W0I�00 �Z p Q� 'K Qoo Ope Jpp�iU'K -K v, 0LLN gmQ�OeoLWu� pX Wuj 3v3 �a� �Suj ��Q�W� 2 "Q g� 200 aPC Lu p O �� fat 'K2paL 'OR M&I SZ U 0 k 'W /, a vI v) vI J � a1 v) I e I I D; Lu U (u a I N �eW 2 a a ¢ �p2 e 0: e� W? 3e Z w m V Q a ci w ` \ s w� Wy W W'Kcc UU �Oti vI �- 2Up(j 1 O;W 0 o O`u x eK ee o . (C E w ai I y U m o u � � _w w � I O $0 OL oQ cn h ) Li E15 11 e W y\pc W 2 S a o , 'K W ct LU'3_ Q J QO:xO pX M W Lu 3�2o UQ m `. �(n \K~41 OW a 2 QQ �y2L (tgQ w .rt 1 2 cn cii` O LU J LVo W 0. ; 2 e �0n�wzcnoe UWW� Je 1�zzzmc�o p O W p U eUULu "�oo M e Lu �m 4�i��0 Oy 2 Nmm 3 Ue �LvilviU o [p (O `iU � z ��o coO�U w N � Qaa V• a h a W w II rJ SOS - cn Q � Y > Lai I 'I SS )S w Qwo W > > _fro p x c� w Siqc a m 2 ~ M a W It I 0' SDMH p S Q RIM=364.04 0; a I IE=360.84(12"CONC E) I, ~ o [E-360.74(12"CONC N) -11(n Z r J W z a L Q=o Oo a Q z O �wz L- W DLL z z z oJ000=Jmzoo LLI <0 -Q r- >mU O W m El,U W FL]m O m m= O J I- W m W O W J J Q U O W' Q m Q z> O J U D m m o z J Q O m 0� 2 O m o w m zooWUoaoo(n�om - F-Q�� W[ n 'A' LLJ Q a W J V 7 O»ro(Wnr OmSm0azz O m o OF RE z Q O U)� m w W zInLno0Ln 0 oQED oQ~o > n z - V 7 Q L- T W O Q 0 O O m z Z>�>~ 0 Q ELo Q U }(n�Qm0� (n Ow W W Q EE- U m O O 0 U W> IL Q= m z W U> z m w -zQD Q m CEo Y Q 0Z 0, (mj7m Ymt]J z W Q lr O o O lr m J W � z W lr0o�000000=W W z W zmmmU I O=�)-IrU �OQQQO W (nLLQQz W U Q U > > W Lamar QO> W QQ 360,641,12 CONC W IE=358.55(12"CONC S) BOT=359.84 a W . IE=358.15(1ADS W) > CB TYPE BOT=357.35 ¢ S RIM=363.49 01, p ys 'a (Ah V) d, m IE-351.49(8"CONC S) a W O !V ti o ti-. LL IE-361.49(4"GONG E) _ (g 1g w o W En a o y IE=361.39(6"GONG N) 4 Z Oti CB TYPE Sv �. a IE 36L29(12"CONC E) 1412 S 9TH ST a Ltj RIM=362.09 0 o^ I � IE=361.19(12"GONG W k _ i PARCEL: O J IE=358.59(12"PVC N) =arn W P BOT=360.59 W - CB TYPE 329470-03p2 = 358.59(DIVIDER E-W) rn N w RIM=372.43 O. V) 358.19(12"GONG S) n a r a a > U \ IE=370.03(6"ADS 14 PARCEL: S Q O IE=369.93(12"CL BOT=358.09 w j N r J -'Y EAVE GRASS > • � `IOII SSM 329470-0372 W q BOT=369.43 GRASS EAVEN\-<\ ',8" EC;' v-364.20 �O - 'I•I L'O' COC=359.15 SSMH F w N SL (12"CONC N, E, EAVE rr _ ESCAPE ESCAPE 3 SS (6"GONG SE) > RIM=373.31COC=367.91 UP BRW P RW w I CLF QYq co (6"PVC N & S) dHO dH0 W dH0 (8"PIPE E & W) Lki00 ASPH GRAS 9 GRASS nun dH0 0 SSS R dHO " '. '. ... CLF CLF -r . 0 12"PSD R 7775S 01{p •°` DRIVE U 41 �12 P D w - V' ^ "P BORH00 �12 PSD R: GRASS SWALE GRASS m 4 W P WATCH" P w 30:DWY'. ; N F OO+Z R � 8"GONG R lil Lu z ASPHALT 00 VI OO+q - x a Nips (DEDICATED PUBLIC RIGHT -OF WAY) ,E6 61,2 M„S0,9f.881 (n z N w Z m 2- G P = RASS 15 DWY N C SV9SV �'..,. N a GRASS GRASS G OR •' E 7 j' a 4'Gw•• ;. .. 44CW a + A s R �12"PSD(R) GRASS �, 2 o N GRASS W W P) -� ASS GRAVEL LSCAPE f A CAPE 12'DEC / C7- 2"PINE LS PE LSCAPE7 FOUND TACK ON IN LEAD DOWNCASE S' E /L' 1511 S 9TH ST ' 1.60' IN MONUMENT IN CASE 5 8� Ijw � • BELOW ASPHALT 901 HIGH AVE S la `r PARCEL: ' U - ^^rn 329470-0381 N: 17521 L4179 PARCEL: / w rn z w m E 1302933.5712 329470-0290 900 HIGH AVE S>- PARCEL: II o O II CB TYPE II o RIM=37Z00 n 329470-0380 ol a m m IE-368.30(8" NO E) WATER VALVE °' IE=366.20(8"CO C NE) RIM=364.28 c\J N IE=366.00(8"CON W) TW=362.18 co co rr C F III III BENCHMARK "E" W w .. -.. -..-.-OL-M133HS33S 3NnH31VW- -.. -.. -.. -.. -.. -.. -.. -.. -.. -.. - tZ88-LZ-Him iOArOHd 1NAAAOV�c]AH Ainii l ��IH NOlNAH IAVN 13d\dd 7 03 03 a o O p p cc w C:) z n o a D; co ioi v O e�z w O �u J 0 cLu G Lo U O+ C) C/) r d IL > U) Lu Q O = H o CD J = v D c/) J J Z O Lu _ v O o oQ oN c� a s r Q gm gQ .Q oQ > Q U 1/i Q (r IL IL Q W Q 0 } m d' O (9 cn zoFZF� 3:UN O w N O � U Q O Q W U HZ-JZz Jo aU FW UW O ZW�WH ceJ Q�O RCc (L v 1 J � Q UN W Z Q O00 z O m W m I i OI OMO y}nog -JQjPM IpH u0luab\ublsaO OVO\lu@w.00Idaa upA @IoM SIOZ bZ8C0-LZ-a1M\sali,H }0af0Jd Ja}oM - z6-21imvi!inn ja}cM Bul>u!j0 - 2iM\sLS al!H\:H 'HWVNHIIH ►'i N LLJ W J In LLJ J J z 0 /• LLJ rr- w w E - - MATCHLINE: SEE SHEET W-13 - - 1 " SS GR I Q tn I.. =' h JVY o cs ssMH a RIM=336.74 r + (PIPE N) U1 ABANDONED Q = -Li N G V) P. Nay roaN 4 ' �N I PROPOSED STORM DRAIN. SEE I • SHEET SW-2. "STOP" Ilk -OPi- 40 - FOUND NAIL IN CONC DOWN 0.70' IN MONUMENT IN CASE N: 175877.3686 E: 1302630.21 49 G n. PROPOSED SANITARY SEWER. SEE SHEET S-6. 0+24.3. 3.7'LT GRANT AVE S STA. ^ ""v-rz-r �4 .��'L; INSTALL FLxFL 1 - 8 x8" TEE (MJxMJ) W/ CONC. THRUST BLOCK 8" GV (QxMJ) 1 .8" MJ CAP W/ GONG THRUST BLOCK BLIND FL POTHOLE ELEVA7701V OF EXIS77NG WATER BEFORE INSTALLING NEW WATER AND NEW STORM TO AVOID P07EN77AL UTILITY CONFLICT. F-ty �140 S 7TH ST ARCEL./ 5 4050-0130 WATER VALVE RIM=338.57 TW=337.92 GRASS STA. c . nw n nw :a 1 - 8 x8- TEE(MJMJ) W/ CONC. THRUST BLOCK 1 - 8" GV (MJxMJ) 1410 S 7TH ST PARCEL: 564050-0135 FOUND REBA /�/�/0 _AO/ AND CAP GRASS LSCAPE ,I "DE ASPH GRASS ------ is' ; D:WY ° , OHP- 6 WPC WATER VALVE 6 RIM=340.08 GRASS WATER VALVE 16 VCP R 6+00 RIM-337.39 nn I _ S�� 4"MPE IP 8+00 - I'L ITW=334.79 G2 - 4 ""� 3 0+ 0 SW ,LE � 9.59'03"E 12 W P 8•= P M GRASS t STA. 6+56.4, 12'RTt S 7TH STREET 9 OWY 26'owv CUT AND CAP EX. 8"W �''�,.,",S.YL� sT P ASPH ASPH GRAss lzTO DEAD,.:AN BLOCK. INSTALL: - - -5- - c6N - - 15 - DRf V 1 - 8 CAP MJ . ( ) o - CONNECT TO EXISTING 8 Dl 4 1 - 8" SPOOL w I ,,2 SEE SHEET W-22 FOR FITTING 1 - CONCRETE DEQUAN BL SCHEDULE AND DETAILS THRUST BLOCK WATER VALVE �� SSMH RIM=33a.64 RIM=337.67 IE=314.24(6"CONC E) ( YI I 1403 S 7TH ST TW=335.57 COC=333.54 ' II' I PARCEL: (12"CONC W & S) 329470-0201 I BENCHMARK "A" I III I TOP CENTER BOLT AT THE SOITHEAST 7TH OF FIRE HYDRANT CORNER OF S ST AND II a / GRANT AVE S =qv� G j/ / j� ELEVATION=341.68' 1 0/i STH ST �-- I 329aARCfI; WATER NOTES' I 66 APPROXIMATE LOCA71ON OF EXIS77NG SANITARY SEWER Q 3' COVER MIN/MUM. (TYP.), UNLESS 0774ERWISE SPECIFIED. SERVICE BASED ON AS -BUILT DRAWINGS (TYP.). SIDE I SEWERS ARE AT APPROX. 2'-5' DEPTH. CONTRACTOR Q REMOVE EXIS77NG FIRE HYDRANT. SHALL POTHOLE IN ADVANCE TO DETERMINE EXACT LOCA7701V AND DEPTH. LOCATE WATER MAIN PIPE JOINT 3QCLOSE X. X. VALVE AND REMOVE E(TYPICAL VALVE BO A MINIMUM OF 6' FROM SEWER CROSSING, OR AS FOR ABANDONED VALVES). APPROVED BY ENGINEER. CONTRACTOR SHALL REPAIR DAMAGED SIDE SEWERS AT OWN EXPENSE AS FOLLOWS. REPLACE EXlS77NG 3/4" WATER SERVICE WITH NEW 1" WATER SERVICE PER STANDARD DETAIL 320.1. (TYPICAL -VITRIFIED CLAY RE-SEC7IONED Wl7H PVC PIPE SPOOL FOR ALL SERVICES) CONNECT NEW ME7ER SET7FR AND AND FLEXIBLE FERNCO COUPLINGS NEW COPPER TAIL PIECE TO CUSTOMER PRIVATE SERVICE LINE. _CONCRETE RE-SEC710NED Wl774 ROMAC SADDLE 5Q P07HOLE IN THIS LOCATION AHEAD OF WATER MAIN -PVC' RE -SECTIONED WITH RIGID COUPLINGS OR A INSTALLATION TO ESTABLISH LINE AND GRADE. ROMAC SADDLE 7QEXIS71NG IIII A/N MUST REMAIN ACTIVE DURING CONSTRUCTION. INSTALL NEW WATER MAIN BELOW EXIS71NG WATER MAIN IF NECESSARY. • • RE SHOWN ONE -CALL RE ENCE ILITIES ON Y ACONTRACTOR OR R ® ALL FIELD LOCATE ALL EXISTING 1 800- 424- 55 JWILITIES A MINIMUM OF 72 HOURS Knowwhatsbelow. PRIOR TO CONSTRUCTION. Call before you dig. ORIGINAL PLANS STAMPED Ott: AN R YY YGANYGANDT Ok8/19/17 SSS R ? Vl A STA. HIGH AVE S INSTALL:FLxFL 1 - 87W 7EE (MJxMJ) W/ CONC. THRUST BLOCK 1 - 8" GV (MJxMJ) 9RE 23' STA. 8+ L�LT 1.81LT S 7TH STREET = STA. 12+15.$ 5.0'LT HIGH AVE S INSTALL: FLxFL 1 - 8 x8" TEE (-MJxMJ) W/ CONC. THRUST BLOCK 2 - 8" GV (6/JXM4FLxMJ alsss 1 - 8" VERT. CROSS (MJxFL) >�1 - B" ADAPTER MJxFL 1416 S 7TH ST 1422 S 7TH ST PARCEL: PARCEL: 564050-0151 67 73 REPLACE EXISTING MONUMENT- = NEW WATER MAIN MUST BE GRASS AC77VE BEFORE INSTALLING CATCH BASIN AND LATERAL. 5 4 3 GRAss GRF s° DO•G 4 � a � 0� TS 7TH STREET (DEDICATED PUBLIC RIGHT -OF WAY) m G_ z n m z - SEE SHEET W-14- J I 2 o IAz 0 20 40 U = w I 1 - 20' P 4cl STOP AR M a s� 22�Iro ti `09 s s z III ° I I I�e I h,', �2�J�� ,d- Ir- LL_ET MAN mmmmmas KEY MAP Ip 14 CONNECT TO EXISTING 8" DI SEE SHEET W-22 FOR FIT77NG SSMH SCHEDULE AND DETAILS RIM-362.40 COC-354.50 I e"co c N, s, E, w) NEW WATER MAIN MUST BE AC77VE WATER VA BEFORE INSTALLING CATCH BASIN I RIM-362 4 AND LATERAL. TW-36 .49 WA VALVE COLUMN/h I:r j=362.75 WATER VALVE SUPPORT P W=360.75 � T,��_,1 011 - _ dH0 GRASS I 3 5 cC " ssMH RIM-366.86 WATER VALVE FULL OF DIRT WITH 0. RIM=362.58 S 7TH STREET PLASTIC SSCD LID ASPHALT TW=360.73 8 6'CONC (DEDICATED PUBLIC RIGHT -OF WAY) 6 VCP R) ^!i 9t 0+00 ASPHALT 11+00 S SV S I 1� 1 O 8 3"E 261.63' >S A WATER VALVE GRASSI'GRASS ow G5 �, GRA RIM=36 GRASS GAS GAS GAS GRAss -GAS )'DWY ��61. a •4'CW • `a4 C'W 4'CW CONC qSP GRASS °' "NEIGHBORHOOD WATCH" & "s7THsr&HICHAVEs" -- --I GRAss DRIVE �_ 2�__ _','�' FGRASI - rj� BAR BENCHMARK B" Fc w CLF ccIN GRASS ) NORTHERLY TOP BOLT 0 I. 'DRIVE• I a 12"DEC, HYDRANT AT THE SOUTHEAST CORNER LSCAPE ''-- OF S 7TH ST AND HIGH AVE S PROPOSED STORM DRAIN. SEE ELEVATION=365.71' SSMH SHEET SW-3. 7/� RIM=351.48 s`rS 7 CDC=34208I FOUND BRASS TACK IN N 5 A, (8"GONG N, E, & W) • a N LEAD DOWN 0.80' IN .e a U PROPOSED SANITARY SEWER. MONUMENT IN CASE I a'_Ljo SEE SHEET S-7. N: v587z 2799 _ C) o E: 1302950.2319 cD a ///��• �SSS =arn //i'�/�1-? W p o r`Vn n W P) ^ 11+86 1, 21.4'RT p 2 5 W ° > 14 / STA. ", 6T-roo V 2,'--"r, a o / '9 / 1 _ CIJ d CCCA/RR/ Y PI J DID WI = U D0_� .1 a _�� I 2 . O n b 8.0 Q >ESR ,. 11+ 6.7, 5.6'LT / I • p W STA. a>+6fi 1,-5.0'LT HIGH AVE S I v� + 41 CRw O 1 - 80x8" 7EE (MI W/ CONC.�- THRUST BLOCK 1 - 6" GV (FLxMJ) v x I aD S, v1 � SI 1nA (K awo MA �4=0fo w OW c� 0 / a I V CO 4 Q _ GO p ea � w P �• I I� � f// /i - MATCHLINE: SEE SHEET W-11- - REVISION SURVEYED: BRIT DESIGNED: AW DRAWN: AW CHECKED: AW, AG BY DATE APPR APPROVED: AG SCALE: 1 `20' ONE INCH AT FILL SCALE IF NOT ONE INCH SCALE ACCORDINGLY N O awo = U O 01 r =ate a-04 N M HORIZONTAL NNORD1 s1988 1 CITY OF RENTON DATUM Planning/Building/Public Works Dept. W/� WA ER `r 'AVE -� RIM 3N8. 7 TW-364.93 \ R; SS -dH0 �P A � I GRASS i - GAS CONC 4'CW DRIVE c0 ti PROPOSED SANITARY SEWE SEE SHEET S-8. AMERICAN SURVEYING & ENVIRONMENTAL, TLC (ASE) CONDUCTED AN AS -BUILT SURVEY TO LOCATE ALL WATER VALVES AND HYDRANTS. AS -BUILT DRAWING REDLINE MARKUPS WERE MAINTAINED BY LASER UNDERGROUND & EARTHWORKS, INC. BY THE ON -SITE CONSTRUCTION FOREMAN AND PROVIDED TO ASE TO PREPARE THE FINAL RECORD DRAWINGS. THE RECORD DRAWINGS REFLECT THE AS -CONSTRUCTED CONDITIONS BASED ON A COMBINATION OF FIELD SURVEY DATA AND THE AS -BUILT REDLINE MARKUP DRAWINGS PROVIDED BY LASER UNDERGROUND & EARTHWORKS, INC. AND SHOULD BE FIELD VERIFIED FOR ANY FUTURE USE. ALL WATER VALVES AND HYDRANTS WERE FIELD SURVEYED IN THEIR AS -BUILT LOCATIONS AND ACCURATELY REFLECTED HEREON. NOTE. • ALL PIPE SHALL BE BAGGED AND SEALED FROM POINT OF DELIVERY THROUGH INSTALLA770N. DATE: RENTON HILL UTILITY REPLACEMENT PROJECT 06/19/17 FIELDBOOK: HIGH AVE S: STA. 10+50 TO STA. 12+50 BAGS DRAWING Na: S 7TH STREET: STA. 6+00 TO STA.10+50 W-12 GRANT AVE S: STA. 0+00 TO STA. 1+50 SHEET OF 20 88 W 0024 0 0 z 0CNN N 0 ti O 2� O e c� Z C1 ^ J LL yLL J 7 F' Ci LL V x x 41 LL aoo��a + Ln v Do �eoo eoo a Nr— 154' — SSMH RIM-319.12 COC=306.12 (8'PVC N, S, & E) \ I \ 2 \\ °cn \ \ � Lz a ~~ \ � 4, 0 2y40i r� a UNN �� \ J a a J� 0 N S W a C0 I ASPHA J W z U > CD �Q� w I U I a Lo 04 y SSMH , C.9 N� RI 3f�7jg44 W- COC=31Z55 z > '. (8"PVC NE, & S) 1 T � Sd� ASPHALT 4",W(P) — ASPH 7 f/w� I. J v� +1 EAVE I , M N ¢ w > Z �y Lo d o Qwo b <1% I . ¢ �aLo N h Lo O4r aEn W o I U CB TYPE I ° RIM-318.56 ° Bl� E 316.66(12"PE N) BOT-315.86 ,PH > Lo Q J wM N �0 w e CDaN w sSs �l Q a LocN ^ 00 °.ww V Oti :L O Uinaa N •_ 41WOwW (n V" O' () w LL U e CELLO h O+f "�Om�f Lum0,CC Q rn o J 0 T v aQft v w Q S J MCD + �% M 00 SS ti I N h C9 >° N Quo f� �l zo> ao a� w (�y� m V \ U, SSMH RIM-320.88 COC-303.48 5 � (8"PVC N, S, & W) (n g w cN N a ••� Q � w 0 W U ZU > O w af Q CD a N 0 0 �. WATER VALVE RIM=328.50 TW=326.50 WAT- VALVE RIM= NX9�3TW=32"GRAN& "BEACS" SSMH RIM=328.59 COC-316.79 (8"PVC SE, & SW) _ WATER VALVE -� p C RIM=328.16 \ g TW=326.76 \ ¢ I \ \ S a aI \ \ U \ro � SSMH RIM=328.82 \ \ COC=315.12 \ ' (8"PVC N, S, & W) \ M% b SSS e Q WATER VALVE RIM-329.06 Cc Z Z d:� TW=328.56 O ID CL ae"KQ. 4f a 2O t 41 In W W Ze0 a e Vi Om > aJo ��VZQ�� h 2 Lu fY 5/g•G(R�� G, S rl 'v o r x c� Z >I"'. U O fY J m a a a U q. v 0 N Q > O J 3 H U of > W � � OaN � n M e oW WW ° X I ,a m.. w Z�o za �Oc a e � P O am(SlAid � a Qk 04 0 cc k43 e�u 40i2 j� c03 --K 4t LLi I Lj e Lai h 2 �1 3 v .uP N20IRR� pjR� W �22 2mO�JvWjQW hOV CLn O z OJ� rzQaQ� WU V LLJQ 2�2 F s (�Oe2Ok00� �� 11 O �?� I J W r Pc 1 c�w z`O-k0 v! twx In 1 f� (n eQQ2eo4Wi� m I QUs 3V3 w Qwo OUPJ1�z, �Riz i. WS 5 R) zoo t ;�QU1w O Q. �2y d dFi ira0 a41w1 z>-O s: C> Q. kOk s a e (4 M 0 -j Z m U) 1 e I I D; 4i U 4i ss O Lo a a MH PC W 4 e� 2 cc ASPH 4i cei „ LZ 3 v 2 cn W�2� g (ix b �. 2U Oh CC III 9 bb a 2 O . I. SS w ¢Jo lei! C4 ��.eQ �� > �w� �N •h w ¢Q,O QL IK �2 (�I oar 4�yi I� , W JAW 4Oe12 j Q Q W Q bsss V) I O 3aWv rz > 0 41 W e �20� � a w ago `' c �QV c �� OJT I SSS C3 W a Lo 2 Q Q �~ 2 WV) O 2 h�OZ CD � ~ �e rc 2 �O W414yi~ It 41e c O 4O' U J J s e 4r U OQ 0-prra �v~i , ASPH 3 ►� C�Q QvWi(8cOi a2 ME IRA' �lb I lb ZI-M 13311S 33S 3NnHO1tlW - r T o Q = O Q Q m O Z~~ z OU� (VW Q W L� ~ Z W Z W U z Z 0 z 0 �JJOZ=WmJmOQ- Q Q O m O Ej- 0 0 W m� U W� U W� O W' = O J W�� oW Q z < U] Q z > Q U Q z m z O m m O Q �D' 0=3: W W Z0 W W UOQD�U7 L�wm Z LLJ Un W CIE ECO»� (nm =m0>m0 ;�mmzQOZ~o�mLLJ W W Q O OLLJ LLJ � O QTLJ � O Q �� Un Q F- � W� Q O Z O F— F— W= � a' W J W W U m Z Z} O Q= Z J W Z� Q Q m O . U W� Q Q w W L},J Q O�U�C3c UU Llj>LL > rwZmz�WzzcnC'W �Q=m _O�O�� mU-) o C/zQD�QUW r ozUQ��u,oy�o z Q U 7 E Z W (n � W Uu EL0Qmz�m�mLEQ 0 j EC AL=WOO LL Y= W W ZEP U E rEl� U �OQQQOWUIL�QQZWo QU>->WLmQo>WQ�Q m fb 03 AAl- 2 cc o z N Qw� a Jae 2oz U e �= w °I,ZI o O m W U) 2 p W QO -i IL T LU U) J_ w D J Q -i Z z Q O V LU m v 0 0 N =o oQ oN c� s m om o¢ ¢ o¢ o a U Q a Elf 0 a W Q 0 m m z O m w Elf I d' O 0 MM U- ZZF � 3 U N O w N Lu U Q O O �t Q N U HZ-1ZZ Jo W-JaU UW O ZW�WH Of —i Q O wwva Lo J Lo CN zo O00 of n 9 ® O a. N 3(� o_ J 131 te88-LZ-Him iOArOHd 1NAAAOV�c]AH Ainii l ��IH NOlNAH ]AVN J3drodd OMO y}nog -JQIDM piH uo}uab\u6isaO OyO\}u@w.o0Idaa upA @IoM SIOZ bZ8C0-LZ-2i1M\sali,H }0af0Jd Ja}oM - L6-2imvi!inn ja}0M Bulvuij0 - 2A\sLS QHJ\:H ']AVN3LIH N 7 9 W C) a z LLl W 0 01 O m EL 0- 1- z LLJ KEY MAP 75 LLJ J WATER NOTES: 0- Q1 3' COVER MIN/MUM. (TIP.), UNLESS OTHERWISE SPECIFIED. Lu 2Q REMOVE EXIS77NG FIRE HYDRANT. 3Q CLOSE VALVE AND REMOVE EX. VALVE BOX. (TYPICAL FOR J ABANDONED VALVES) AREPLACE EXIS77NG 3/+" WATER SERVICE WITH NEW 1" WATER SERVICE PER STANDARD DETAIL 320.1. (TYPICAL FOR ALL J SERVICES) CONNECT NEW METER SETTER AND NEW J COPPER TAIL PIECE TO CUSTOMER PRIVATE SERVICE LINE. = 5Q P0774OLE IN 7741S LOCA77ON AHEAD OF WATER MAIN z INSTALLA7701V TO ESTABLISH LINE AND GRADE. O 66 APPROXIMATE LOCA7701V OF EXIS71NG SANITARY SEWER 1_ SERVICE BASED ON AS -BUILT DRAWINGS (TYP.). SIDE z SEWERS ARE AT APPROX. 2'--5' DEP714. CONTRACTOR LL1 SHALL P07HOLE IN ADVANCE TO DETERMINE EXACT LOCATION AND DEP7H. LOCATE WATER MAIN PIPE JOINT A MINIMUM OF 6' FROM SEWER CROSSING, OR AS APPROVED BY ENGINEER. CONTRACTOR SHALL REPAIR DAMAGED SIDE SEWERS AT OWN EXPENSE AS FOLLOWS.• -W7R1nED CLAY RE -SECTIONED WITH PVC PIPE SPOOL AND FLEXIBLE FERNCO COUPLINGS -CONCRETE. • RE-SEC77ONED WITH ROMAC SADDLE -PVC: RE-SEC7701VED WITH RIGID COUPLINGS OR A ROMAC SADDLE 7Q EXIS77NG WATERMA/N MUST REMAIN ACTIVE DURING CONS7RUC77O1V. INSTALL NEW WATER MAIN BELOW EXIS77NG WATER MAIN IF NECESSARY. NOTE. • ALL PIPE SHALL BE BAGGED AND SEALED FROM POINT OF DELIVERY THROUGH INSTALLATION. J9 \Ss r7 � \ersP1,r} 01 ° 52. �sxcti 22J \ I i C,C �' CONNECT TO EXISTING 8" DI S 1 / 9� SEE SHEET W-23 FOR FIT77NG SCHEDULE AND DETAILS N I � � W _ 7f O A 4 n O ayflS,3 I01-11z '< 3CW a. A r .. Ia p m 0 / � I rn rn o>� D O _ �� n omDO 2CW QI G, 4A = o T do � m CS /y PFo V) -'Q qO P �.. LLB o 5'CW > I U m I EXISTING V 8" G.V. 8"-45" IIPEx J \ I III cyA STA. 4. REMOVE 5.2'RTf HIGH A VE S 9yA REMOVE PIG LAUNCH AND INSTAL CONNECT TO EX. 6 TEE. INSTALL: �� 2 - 4" DI SPOOL 8"xa" DUC R 1 - 6" SPOOL CL-52 DI 1 - 4" AWWA C-900 PVC SPOOL 1-4"P G 1 - 60x4" REDUCER ( MJxMJ TEM BLOC NG ) 2 -TRANSITION COUPLING 1 - 4" SPOOL CL-52 DI 4• 1 - -' 45' BEND (MJxMJ) W/ CONC. 8" THRUST BLOCK RYA K 1 - 4" CAP (MJ) u °e TEMPORARY 2" BYPASS TO BE � P uc F ss s9 F xs, s8' INSTALLED BY CITY OF RENTON 3�srr,, PRIOR 7O NEW 4 WATER MAIN CONSTRUCTION. " c° O�, ' - '"^� SEE RENSED DETAIL NEXT SHEET �°�`rFJ TCf/0^OAOV T iFo � 0- e� A'A 9 rl \ (y �,c D, , SS9 S, 7GJ 2 o9s I�s 4 A► 4 %G 9 O �' - ,I 3 \\ \ 4 TESTING DETAIL CONNECTION DETAIL 11 1 STA, 15+27 HIGH AVE S. \ A� ABANDON OLD 6"Cl AND INSTALL NEW 40W GP INSTALL WHEEL CROSSING PROTECTION FOR 2" BYPASS (TYP.). TO BE °c. C)o 66' FURNISHED BY CITY OF RENTON. C QYo 6P , t� F a ED AC, INSTALL 4" GV (MJxMJ) 2: s �. ti� I�I 0 20 40 NO p 2 n U 1„-20' Z< 'a s I �F CONSTRUCTION OF NEW 4" W r 0 p 99 \ \` A o coy 188f,9 q PENDING SPU APPROVAL co ,H An \ P,L�o Q. 2 \ °°s q}s INSTALL WHEEL CROSSING PR07EC77ON Q �' �'° \ 9'• \ ° FOR 2" BYPASS (TYP.). TO BE 4 � ° 61 I ce FURNISHED BY CITY OF RENTON. Q. o ' I \\ �vgPy'G 8 c II mF 6,6sF, N. 6 N O �/ P9ss ® I 6 2 2 00 otic I I ID I� \" V I �900°°� 1�1J STA 12+60.5 60.3'LT S. 77H STREET V I Sss(R) / // 'I'cho \` o o: moo �q� CUT, CAP, & BLOCK NEW 4"W. INSTALL: co �/ \ c�ley�Cjb LF o c I s° 61 I " = I // /� ® \\ a I 1 - 4 VER77CAL CROSS PIGGING SEE SHEET W-12 STA77ON USED #5 2" BLOWOFF N N I NEW WATER MAIN MUST BE \\ ss �� 1 - 4 CAP (MJ) SET BLOWOFF BOX NEW WATER MAIN MUST BE I AC77VE BEFORE INSTALLING \ 1 - CONC. 774RUST BLOCK p 4 CATCH BASIN AND LATERAL. e ACTIVE BEFORE INSTALLING I I I� / � �ss� ,ice CATCH BASIN AND LATERAL. SSMH / 18 " o s".I ti ,F �. ry //// CONNECT TO EXIS77NG 8 Dl \ Fc, c 'P PAR L: 3 s A RIM 36240 ��// \ B �y� J coo co 1 , FS 6S 69 F �1 SEE SHEET W-23 FOR FlTT1NG Cpo stic'x9 000/ -0182 ,FF�6 A ssos� I I (8"CONC N, , E, RE W) // SCHEDULE AND DETAILS �`�.® I WATER ALVE / \ C,o c ss oP S9 9S, ti 6�,5 S 3Sr x� ° e 6q 3 ,F s ss .9 s•. G) RIM=36 .74 PROPOSED SANITARY SEWER. v °' 62 9s '2'- c) oti D TW=36 .49 \ cf ay ly O 3 8S s. cc) Gc o 4 I I SEE SHEET S-8. WA ER >. E -� . \0,1``2F MID Twc r CUT,, �s ° �F 6z ,8 co ti F �F a COWMN f�--I•ICf �� .AN ��INE CAP, &BLOCK EX. WATER ,29gq�y 6s2:Ostic oS WATER VALV WATER VALVE SUPPORT TW=364.93 HN EE Q / /; sO°� Ts GRASS �. RIM=362.75 RIM=363.01 ( \ \ GR: ss _ � " 8 ti GRASS TOP P TW=360.75 TW=361 Ol dHO A `HO OH -_dam 8"SLEEV e /tt-A"� o , I T � Pr P � ��il M �scnaE O _ � � \ 4"s � E ca ' dH0 rl'r7 dH0 III , '� �` D U - OHP d a P a w P C a' S,CW - - 6'w GRASS GRASS .� .�' -p;. ••• a s coNC R - \ ECd(P o' GRcc C0N0 R SSMH- 3 G� 5 RIM-366.86 SE 7TH CT f- Q WATER VALVE FULL OF DIRT WITH SSMH -� •�/tea �Q W a RIM=362.58 S 7TH STREET PLASTIC SSGO LID RIM=368.97 m 7=/f �� ASPHALT 8 TW=360.73 � _Y N COG=358.17 %/1 �� L`J (DEDICATED PUBLIC RIGHT -OF WAY) t 5" CONC (DEDICATED PUBLIC RIGHT -OF WAY) (,g (8" GONG N & W �Q5 �_ �\ F 146E " C -52 DI W YWRAP �O/FJ RI TYPE 1 I �' r;� - RIM: 371.36 1 i 0+00 ASPHALT 11t00 12t - S °5 58.33' - N89°5 "W 67.21' - IE:367.86 - O I 5985 8 53"E 261.63' � lb t 03 ��2i IE:3 364.E ' ^ � + IE 366.06 G CRA RIM=36 cRnss GAS GAS GR GAS G� -- GAS ®AS ' ��' GP 'F�s 3 '2• PROPOSED SANITARY SEWER. w=361. ✓11v �� 36 6g OS psO SEE SHEET S-7. D 4'CW CORO CONC 4'CW - 1 H e„ \ = eT�sssR 2r N -'-,� rl GRAss I;' J DRIVE �� GRAss- DRIVE M:3 V \\ SO N �692 BARS O '',, ✓ v a S c �p60 w CIO 72 l J 2�TN li 3 s \ � DEC SHi _ �i�3%T�1 sr• ti u> D PROPOSED STORM DRAIN. SEE - - - - SEE SHEET W-12- - - - CONNECT TO EXISTING 8" DI 19 qT N IL �� 72 A s SHEET SW-3. SEE SHEET W-24 FOR FITTING l �s �OF°, ° //�� SCHEDULE AND DETAILS -T �3,9 E, s c�� lyA 7717,1711 7T/ T�//777/TT �i F� s , F. !-1 \ '_ ° �l i • DE EXISTING • RE SHOWN ONE -CALL REFERENCE ILITIES ON Y ACONTRACTOR OR ® ALL FIELD LOCATE ALL EXISTING 800- 424- 55 JWILITIES A MINIMUM OF 72 HOURS KnowwharsbeloW. PRIOR TO CONSTRUCTION. Call before you dig. `S� AG 19 9 & C� - .. - .. -SEE SHEET W-17 SURVEYED: SCALE: DATE H = BRIT 1 „ 20, HORIZONTAL NAL AD 19VID 83/1991 �� 06 1 9 1 7 DESIGNED: - CITY OF RENTON HILL UTILITY REPLACEMENT PROJECT AW FIFLDeaoK: DRAWN: AW RENTON HIGH AVE S: STA. 10+50 TO STA. 12+70 DRAWING No CHECKED: AT ONE FULL INCH DATUM Plannln Buildin Public Works De t. W-14 ORIGINAL PLANS STAMPED er. AW, AS g/ g/ p 7 . 6+00 .10+50 /. /. F� �/ ff7� IF NOT ONE INCH AN R VIIIIIUT ork8/1B/1% NO. REVISION B DATE APPR APPROVED SCALE ACCORDINGLY GRANT AVE S. STA. 0+00 TO STA. 1+50 SHEET: 22 OF W Og2O N 7 i LLJ 75 LLJ J 11 LLJ J_ J J_ z O z LLJ rr- w a J 1 - 6" SPOOL CL-52 DI 1 - 6"x4" REDUCER (M✓xM✓) 1 - 4" SPOOL CL-52 DI 1 - 4" 45' BEND (M✓xM✓) W/ CONC. THRUST BLOCK 1 - 4" CAP (M✓) -�11 - 40CAP (M✓) 1 - 2" BLOW=OFF 1 - TEMPORARY THRUST BLOCKING \ II� 7ES71NG DETAIL AMERICAN SURVEYING & ENVIRONMENTAL, LLC (ASE) CONDUCTED AN AS -BUILT SURVEY TO LOCATE ALL WATER VALVES AND HYDRANTS. AS -BUILT DRAWING REDLINE MARKUPS WERE MAINTAINED BY LASER UNDERGROUND & EARTHWORKS, INC. BY THE ON -SITE CONSTRUCTION FOREMAN AND PROVIDED TO ASE TO PREPARE THE FINAL RECORD DRAWINGS. THE RECORD DRAWINGS REFLECT THE AS -CONSTRUCTED CONDITIONS BASED ON A COMBINATION OF FIELD SURVEY DATA AND THE AS -BUILT REDLINE MARKUP DRAWINGS PROVIDED BY LASER UNDERGROUND & EARTHWORKS, INC. AND SHOULD BE FIELD VERIFIED FOR ANY FUTURE USE. ALL WATER VALVES AND HYDRANTS WERE FIELD SURVEYED IN THEIR AS -BUILT LOCATIONS AND 5 EX, 6"GV 6" DI DPOOL 6"x4" REDUCER (M✓XM✓) 4" SPOOL ACCURATELY REFLECTED HEREON. I FINISH GRADE III 1-1111- NEW OR PROTECTED PIPELINE TERMINALS 1 -#8 AND 1 -#12 AWG COPPER WIRES WITH BLUE INSULATION NEW OR PROTECTED PIPELINE - NOTES 1'-6" SQUARE CONCRETE SLAB 6" THICK JOINT BOND ALL PIPING FROM EAIS71NG GATE VALVE TO TRANSITION COUPLING. CONNECTION DETAIL STA. 15+27 HIGH AVE. S. SCALE: 1 "=10' / 1 "=5' (DETAIL) IIII-1111 EXISTING OR UNPROTECTED PIPELINE TERMINALS 1-#8 AND 1-#12 AWG COPPER WIRES WITH GREEN INSULATION EXISTING OR UNPROTECTED PIPELINE WIRE CONNECTION, TYP, SEE DETAIL SH 1. INSTALL ALL TEST WIRES IN 1" PVC CONDUIT WITH 24" MINIMUM BURIAL DEPTH 2. INSTALL GALVANIC ANODE 1'-0" BELOW PIPE INVERT AND 1'-6" FROM EDGE OF PIPE TYPE FI - FLUSH MOUNTED TEST STATION REPLACE INSULA71NG JOINT WI7H NTS AWWA C-900 PVC SPOOL AND alONE- CA L L REFER 800- 424- 55 ��TI vs below. PRIOR before you dig. NG UTILITIES ARE SHOWN FOR ENCE ONLY. CONTRACTOR FIELD LOCATE ALL EXISTING ES A MINIMUM OF 72 HOURS TO CONSTRUCTION. ONE PIPE DIA MINIMUM, 2'-0" MAXIMUM — THERMITE WELD CAP, SEE NOTE 4, TYP FILE OR GRIND WELD AREA TO BRIGHT METAL — — REMOVE PIG LAUNCH AND INSTALL: 2 - 4" DI SPOOL 1 - 4" AWWA C-900 PVC SPOOL 2 - 7RANS177ON COUPLING SEE DETAIL THIS SHEET \J� y\ -off [dd�%�/X�3/ld�7d �r ►A 4" 45' BEND (M✓xM✓) 4" DI SPOOL 4" AWWA C-900 PVC SPOOL (FOR ISOLATION) 2 - 7RANS17101V COUPLING NEW 4" CL-52 DI ® WIRE SIZE VARIES, TWO WIRES REQD FOR TEST NORTH STA INSTALLATIONS ONLY 4> THERMITE WELD WIRE CONNECTION STEEL OR DUCTILE IRON PIPELINE NOTES: 1. COPPER SLEEVE REQUIRED FOR THERMITE WELDING OF #10 AWG AND SMALLER WIRE. 2. USE COPPER SLEEVE ON #2 AWG JOINT BONDING WIRES. 3. WELDER AND CARTRIDGE SIZE VARIES ACCORDING TO WIRE SIZE AND PIPE MATERIAL, CONSULT WELDER MANUFACTURER FOR RECOMMENDED WELDER AND CARTRIDGE. 4. COAT WELD AREA AND FILL RECESS ON THERMITE WELD CAP WITH COLD APPLIED COAL TAR MASTIC AND APPLY CAP TO WELD. WIRE CONNECTION FOR STEEL AND DUCTILE IRON PIPE NTS 7b I ALL: 1 - CONC. DEADMAN BLOCK 1 1 \ "� \ A \ \Z�N ' 5 G p F STA.HIGH AVE. S AAA �0�, FG INSTALL: 1 - 8 w 6" 7EE (M✓xMJ) �y y� 2 - 8 GV (MJxMJ) 1 - 6"GV (M✓ 2 - 8" SPOOL \ ACi 1 - 8" SLEEVE 1 - 6" SPOOL 1 - 6" SLEEVE KD 1 - 8" AWWA C-900 SPOOL -4 - 8" 7RANS177ON COUPLING T ® \ T SEE DETAIL BELOW 2 Q CUT AND CAP EX. 60CI m mo O �O 4i 3 CU & CAP E I. 6" Cl 3 �o �> TESTING DETAIL FINAL CONNECTION DETAIL .0. 8.21 T HIGH AVE. S INSTALL: 1 - 87CAP (M✓) 1 - 2" BLOW -OFF 1 - TEMPORARY THRUST BLOCKING 1 - 8" 45' BEND W/ CONCC, THRUST BLOCK THERMITE WELD CAP, TYP CONNECTION DETAIL STA. 14+64 HIGH AVE S SCALE: 1 "=10' / 1 "=5' (DETAIL) #2 AWG INSULATED STRANDED COPPER WIRE 24" LONG FLEXIBLE OR EXPANSION COUPLING #2 AWG INSULATED STRANDED COPPER WIRE THERMITE WELD WIRE CONNECTION, NOTE: TYP, SEE DETAIL THIS SHEET 1. TWO BOND WIRE ASSEMBLES REQUIRED AT EACH 16" PIPE JOINT AND ONE ASSEMBLY ON SMALLER PIPE JOINTS. 2. PUSH -ON JOINT SHOWN. BOND SIMILAR FOR FLANGED JOINT. PUSH -ON AND FANGED JOINT BOND NTS SURVEYED: SCALE: BRH HORIZONTAL N D 11983/1991 DESIGNED: AS NOTED AW DRAWN: AW ONE INCH DATUM CHECKED: AT FULL SCALE AW, AG IF NOT ONE INCH NO. REVISION BY DATE APPR APPROVED: SOALE ACCORDINGLY AG 0 NORTH WIRE CONNECTION AND rA 7701V, EX. SPU WIRES -W C.O.R. WIRES TO 17E AT SAME TEST STA770N. TAIL THIS SHEET. #12 AWG INSULATED STRANDED COPPER WIRE, TYP OF 2 THERMITE WELD CAP, THERMITE WELD WIRE CONNECTION, TYP EACH WELD, OTHERS NOT SHOWN TYP, SEE DETAIL THIS SHEET NOTE: SEE SPECIFICATIONS FOR NUMBER OF BOND WIRES REQUIRED AT EACH PIPE JOINT. FLEXIBLE JOINT BOND NTS CITY OF RENTON Planning/Building/Public Works Dept. RENTON HILL UTILITY REPLACEMENT PROJECT 10/25/18 CATHODIC PROTECTION OF 8"W AND 4"W FIELOBOOK: PAGE: AT INTERSECTION OF BEACON AVE S & HIGH AVE S DRAWING NO: W-14A SHEET: OF: 22A f W03g24 O 0 N z ON II — — • • — • • — • • — • • — 91-M 13314S 33S 3NlH31VP1 — — • • — • • — • • — • • — • • — • • — GRASS a J o zo w W J z � U "S 9TH ST O a JCNES AVE S `O m o Z V O Q LSCAPE� W S �x 3 J J LL U LL it W OWLLWO NI m~X maw N, i U) LL 01 w so x. z. FODCocoioQ ¢ SYR T > N ! , Ipp .4;J Q J O G' N U I W O W I V > U Z oaf Q w Q N U s rn Q O Ow Z > o� Uaa U w 0 a z 0 N U Q U cn W O o 4' S Q vJ U Pl O W O VJ J rn r Q � ° w ; J W 1 U � + �; ; 0 LW U w Q m y2 U 0 w O O Q fr m m I� w Sp e zJ W n of Q U 0 cJ U 0 sv w o� Om � m GLF N i w _ o Nt zN Z O N YfYO 0N'6� wr m a , y��` W> M m w= Q m O- M o 0W z W O- M g W � 0 S J U O U D O z M m= z Q O� d m Q m w> CU Fw-I-O - } O Q d Q ow � � M ? S In M WI �r 0 v z a U W J w Z Z Q = O_ Q Q W Z ~ ~ ^'>wZ w zwzz zJz�o=zmzae Q C' 0 > DLLI W�� U W LUG J z 0, z } O J W a� E fW w J Q W W Q(/) Q Z> W ZZ W J O� U z z z z z m O Q Q 0, m O m 3 W W m Z00W UDQoz(n L�1zm } gLLI �~ 0� Q Q w J Q >� ml m z Q O Z~ 0�� LLj LL] w W z Q z O� 0 z 0 O Q~ S J Z = > n � Z (n Q� z w z Q 0 0 0=Ej, 0 J 0 W z m Z Z_ m>~ z Q m Z Q w U } U7 � Q O v% fW in W w W Q D C a m U, 0} 0 U W> L i > } w Z W z� W Z_ z U-) � W Q=� 0� U� z m � 0 0� Z Y Q 0UU 7 0, Y 0- �LLI Z QEj� Z O U7 0 0 W Q U U U Q O Z� U U z Q 0>Y=W OOLL Y=U W w Z m Elf U m}D� U >OQQQO W ML,QQZ W U QU» W w0'QO> W Q3:Q m fb .03 a o � 2 c O wQ o N ¢�Z w O ° � O L.L W O LU O+ U C/) v Q wd QU) W o Z O OCD J � J J Z O LU m v O o oQ oN a U a 3 < 3 O am oa a ..a oa > 3 U 6 �n 0 d d Q W Q 07 m z J 0 a U (/] > W Elf f1 0 Q D ti QL fn Q -K r- W -j 2 0 -i�>cay�O 00 O zto QW a Om 2 U2qK OQa R 2 �Z U :�jcc IK Q C.DF8 O cc ro _:t W ti� y o QQQ SK- F Uk Co Q� Wj W3W 4343 mNCWtCo LLJ24- j W � tiZ2 2IXO�JyQW U Q � O�� Fcn z cc �3 Wcoi U W 2rnPC JWQ�Oio Q Q UW � QQ��Ql� W� Um i'Q 3�3 �me02o2 Ok WQ U OLAJ zi C3 Lai (� U �U 2�2 a�¢Cei�WW �Q O �e v�i2u QtiyN-4�m� IQ I� �I 4k1U4kl a a CC W QJ 2 3Qci � LU Q WQ2C �. 2U0� PCO k 'K Q Q m��.CC, 3( ° U " 2 J $OWE Q W�yW o 2 Z x �O ij I ° 3aWU �m QQ Itso cij 2 y h 20 Q p4xi QW Wa-�ti 2R 2 �O V414y1Q WK p UUW CO v 3 vQ wk(Wnv4i8 a2 aaa a a O C9 Cf) �wz� zQ�x O w N wo<o° a NFU �z-Jzz � Woa� UW O ZW�WH wJ W Q O wCCvMa Lo Q Z O O00 OI �Z88-LZ-�IlM I iOArOHd 1NAAAOV�c]AH Ainii l ��IH NOlNAH OMQ y}nog -Ja}oM piH uo}uab\u6isa0 OVO\}u@w.oOIdaa u!0W a}0M SIOZ bZ8C0-LZ-2i1M\sali,L }0af0Jd Ja}oM - CZ-a�/y�\6}pi,}(1 ja}0m Bulvup0 - 2A\sLS al!d\:H ']AVNI IL a z 81. N i — — .. — .. — MATCHLINE. SEE SHEET W-11— — • • — • • — 11 m , 3 I < / N D Q > M 4 I �' 0 ¢WO o U OI dM a I 4 =�m O h 5�8w D / m w _ _I U Q U I z LU 332I1SH 6S CLF. . n- W O L I r 0 / 1332I1S I � °'� i z0 H101 S 1 a ui 4 V V -� > Ljj I U KEY MAP o � ww > .. N J ¢ W 0 01 1412 S 9TH ST n LU PARCEL: = a m 329470-0302 "� M UP CO rr m m a } I EAVE UD Of �> GRASS GRASS PROPOSED STORM DRAIN. a SEE 8'DECI J SHEET SW-5. LSCAPE IL 8w _ CAPE J ,SPIT UP P dH0 dHO gun dH0 ' S I GRASS J # GRASS dH0 -� d 2 w TV z �t,5,,4 '0 BE ABARMYW Oy W P 2+00 a vcP R 3i ws ~ ASPHALT 32OLF 8" CL-52 Dl W POLYWRAP Q m 15'DWY • RASS N N GRASS GRASS 4'�W &?CW ° .. •. a° - —� —CCF tl —CRW —CS...• ° GRASS w• 12"PINE CAPE FOUND TACK IN LEAD DOWN 1.60' IN MONUMENT IN CASE 5 BELOW ASPHALT 901 HIGH AVE S / N: 175211.4179 PARCEL: I. E:1302933.5712 329470-0290 a STA. 3+12.4, 9.6'RT S 97H STREET = 5+15.7, 7.6'LT STA. 5+15.6 7.7'LT HIGH AVE S INSTALL: 1 - 8"x8" CROSS (M✓xMJ) d - 8" SPOOL c F AMERICAN SURVEYING & ENVIRONMENTAL, TLC (ASE) CONDUCTED AN AS -BUILT SURVEY TO LOCATE ALL WATER VALVES AND HYDRANTS. AS -BUILT DRAWING REDLINE MARKUPS WERE MAINTAINED BY LASER UNDERGROUND & EARTHWORKS, INC. BY THE ON -SITE CONSTRUCTION FOREMAN AND PROVIDED TO ASE TO PREPARE THE FINAL RECORD DRAWINGS. THE RECORD DRAWINGS REFLECT THE AS -CONSTRUCTED CONDITIONS BASED ON A COMBINATION OF FIELD SURVEY DATA AND THE AS -BUILT REDLINE MARKUP DRAWINGS PROVIDED BY LASER UNDERGROUND & EARTHWORKS, INC. AND SHOULD BE FIELD VERIFIED FOR ANY FUTURE USE. ALL WATER VALVES AND HYDRANTS WERE FIELD SURVEYED IN THEIR AS -BUILT LOCATIONS AND ACCURATELY REFLECTED HEREON. 4' w o > U I Q� 0 N J .. o I UIN I� a U o Lv � I a a Q U U SSMH RIM=364.20 COC=359.15 (12"CONC N, (6"CONC SE) CLF NEIGHS WATCH" N II 9.5_+ CD AND OPERA NEW STORM IS 814 HIGH AVE S PARCEL: 329470-0372 FADE dH0 CLF qPI 9 DRIVE' gig GRAss 30:DWY n.� �,., nH v s R GRASS \ 6 4' 2 12°'DECLSCAPE LSCAPE w C IE 4 ' J � 900 HIGH AVE S U PARCEL: 329470-0380 0 IN WATER VALVE RIM=364.28 TW=362.18 BENCHMARK "E" NORTHERLY TOP BOLT OF FIRE HYDRANT AT SOUTHEAST CORNER OF S 9TH ST AND HIGH AVE S ELEVATION =366.44' PUBLIC RIGHT -OF WAY) cwn 4 7 1511 S 9TH ST PARCEL: 329470-0381 MATCHLINE: SEE SHEET W-17 > g n 2 � I N wP I ¢ J 0O W 4 W e DO W I U > W oat W : C9 I rn N O M CO Q D ' V I C AS ' I j° Y� V1 W NO U U ��M00 ~ �, I m �II �U= o 0 20 40I O m w W o - o U =IL r 7 a I . a �o Q z oo 1"=20' DI �U m N 3:0 4 in J m a CD W a o a m � z¢ TRW o �� OHP '• Oo m U W o �Qwm w _ a w �- Q �N �00 m om, p o oz _ mwo� 4 l° S o Q +� m I 5+56.2, 28.1 L STA. c . cc c noh r T JONES AVE S p o~ � ,- Q �� - p 5+56.4, "�T5o 14.5'LT (W.V.) } o STA. 6 4'LT JONES AVE SINSTALL: I - o II , U INSTALL: 1 - FH ASSEMBLY PER STD. _ T Q U a > a> Q m h II O� 1- 87x6" TEE (MJxFL) W/ I DETAIL 310.10 z Of o w w m �P Y, a !� 1 oo m SSMH BEF1 RIM=373.31 COC=367.9 I (6"PVC N & S) a"PIPE E & W) CLF UP r SWALE GRASS — SVO WATER MAIN MUST BE V7o L o> ` = o a Q . U V m 1 - II THRUST BLOCK 6" GV (FLxMJ) ALLED AND OPERA77ONAL WE NEW STORM IS INSTALLED. EAVE 16"CED U I ® VALVE IWATE 82.26 5+15.3, 14.1'L — TW= 0.11 STA. `�'�r.� 5, ;?:91-T JONES AVE S = 2 w(P a STA. 6+27.0 8.6'RT S 97H STREET I HEDGE o'y� o ° DRIVE` GRASS .�.. Liy 1 - LxFL 8 x8" TEE (MJXW) W/ 3 I G1 A CONC. 7HRUST BLOCK 8"CONC RJ 4 W PT--o 4 3 3 - 8" GV (MJXMJ)FLxMJ ASPHALT V POL YWRAP =NN^ nco,,6, � G10 —SV 0 �F`gPmCCroaJ + O10N ri II rlII z K �mmN �0U LSCAPE GRASS 0 7 5 x a mw � � m 0 zo Ro> >1'� U GRASS ¢ o o w ^ w < w 0 J "S 9TH ST & 0 � a o a I PROPOSED STORM DRAIN. SEE JONES AVE S" I Il o = U SHEET SW-6. LSCAPE o VG Or �////// /il I i / 12' DEC 3 ~� W o p/, O =Y NWT wl DID! 0own 4 W s V a �am / 4 Q1 // rn i m / � U Lv � WATER NOTES• 6Q APPROX/MATE LOCA77ON OF EXIS77NG SANITARY SEWER ✓� I Q U Q1 3' COVER MIN/MUM. (TYP.), UNLESS 07HERW�SE SPECIFIED. SERVICE BASED ON AS -BUILT DRAWINGS (TYP.). SIDE SEWERS ARE AT APPROX. 2'-5' DEPTH. CONTRACTOR U I 2Q REMOVE EXIS77NG FIRE HYDRANT. SHALL P07HOLE IN ADVANCE TO DETERMINE EXACTIlls— o U U I LOCATIONQ AND DEPTH. LOCATE WATER MAIN PIPE JOINT A U o Q 3Q CLOSE VALVE AND REMOVE EX. VALVE BOX. (TYPICAL FOR MIN/MUM OF 6' FROM SEWER CROSSING, OR AS APPROVED o J U Q I ABANDONED VALVES) BY ENGINEER. CONTRACTOR SHALL REPAIR DAMAGED Z §%490 vU SIDE SEWERS AT OWN EXPENSE AS FOLLOWS: COX o w U I A4 REPLACE EXIS77NG 314" WATER SERVICE WI7H NEW 1" WATER CE 0 SERVICE PER STANDARD DETAIL 320.1. (TYPICAL FOR ALL -NTRIFIED CLAY RE -SECTIONED WITH PVC PIPE SPOOL BR o SERVICES) CONNECT NEW METER SET7ER AND NEW AND FLEXIBLE FERNCO COUPLINGS N M 2 m I 4 COPPER TAIL PIECE TO CUSTOMER PRIVATE SERVICE LINE. ¢ Jd O -CONCRETE RE-SEC77ONED WITH ROMAC SADDLE I 2 I 5 POTHOLE /N THIS LOCATION AHEAD OF WATER MAIN o a 4 m I INSTALLATION TO ESTABLISH LINE AND GRADE. -PVI RE -SECTIONED W17H RIGID COUPLINGS OR A a e I a a> ROMAC SADDLE o "N Q W w I m IUo - 7Q EXIS77NG WA7ERMA/N MUST REMAIN AC7711E DURING l�1GGS CONSTRUCTION. INSTALL NEW WATER MAIN BELOW EXIS77NG WA7ER MAIN IF NECESSARY. I Ip Y I — MATCHUNE: SEE SHEET W-10 P • • ONE —CALL RE RENCE ION Y LITIES ACONTRACTOR RE SHOWN OR ® ALL FIELD LOCATE ALL EXISTING 800— 424— 55 JWILITIES A MINIMUM OF 72 HOURS KnowwhatsbeloW. PRIOR TO CONSTRUCTION. Call before you dig. � ORIGINAL PLANS STAMPED Ott: AN R YY YGANYGANDT Ok8/19/17 > — . MATCHLINE: SEE SHEET W-15 — ' ' — ' ' — ' ' — ' ' — NOTE, ALL PIPE SHALL BE BAGGED AND SEALED FROM POINT OF DELIVERY THROUGH INSTALLATION. SURVEYED: BRH SCALE: 1 „-20 - HORIZONTAL. DADV°sa3%1gs1 �d CITY 0 RENTON HILL UTILITY REPLACEMENT PROJECT DATE: 06/19/17 DESIGNED: JONES AVE S P'AG°BOOK R E N TO N DRAWN Aw STA. 4+00 TO STA. 6+50 DRAWING NO INCH II II— ONE DATUM CHECKED AG AT FULL LL SCALE l L, I� Planning/BDIIdIng/PUIJIIC Works Dept. S 9TH STREET C W-16 No. F� REVISION BY DATE f7 APPR IF NOT ONE INCH SCALE ACCORDINGLY STA. 1+/ 0 TO STA. 6+40 APPROVED °F:oD AG 2^ W 004UU I<IM=Jost. I \ TW-369.33 ;RAss •��HO- dh10--. , Jam,' - AHO 8 W(P �J j —�iT I,- \�a Ross SSMH 366.86 T WITH CO LID — GAS - CONC 4'CW DRIVE —70. °ion �ri O c Do 000/0000000000 z p N 1513 S 7TH ST PARCEL: J 2tz 0ti 329470-0470 LAJ hp)° W32 Owe UW� vhh 3 Lu W J ILl z � z �LTI Q=o o� Q Z U wwz U zLH=) U)_z0Hl 0=W mza- W Q Q Q >_T CA W W' � w E U W W OU U J L_ w:C 0- W�= O J Q O o w Q m Q z> o z L-U -0 U� Elwzz��oQJ Q U< O W j U m� W U 00 W UQ�HZUD O�� wQJnLH �rL_� O>>>- (Unom=m W> Z m m z Q O z~ rW _T� w w Z W (n W U 0 w O_ ILI O� L-� w Q z W W' �_ Q= Q = ` J(n<L-LH W ��z QOW L_ Elf U m Z Z r U Q W Z J Z QQ07O U� QQw Ell,U W J Q � WLH > } z W Z W W Z_ Z U) 0� LILI Q= W U U L0 =D owUizQ>>Qv w r W ZyQ0' u�0, W' WJ W W W W U J W Z Q U) Z U7 W < C-) ET w z _T El- W W> Y w O O If Y U w w Z J W U W U W U W U �OQQQOwUILLQQZ WU Q U> LIH LL W Q O LIH Q Q K 0 �r 00+ ` 0 s '`?(\ RIM='M6� D`N. n COC=s3S.�7w "E (8"CO�C N & f�IIY ZU H 7 �6`, �'98. c'o s ` SF s . 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PROPOSED SANITARY SEINER. o I o SEE SHEET S-5. 01 = IL EL 14 z w w >� P Q� w QV I Z8"Pss � 2"GE 4 O Uj 0 N 4 Z 0 } Q p zwp O ono z¢� J warn � o J 2' TALL BRICK v s COL a J Q = SEE SHEET W-5 3,4 z S GAS Oz o �8s o o ° 6' VCP( .. z LL] B"PSS(R) r BURIED A HOLE (V) I w N " 0 "I c� N j .— a �- w J 0 a w zw1 0�n z¢`r DIDILBENCHMARK "G" SOUTHERLY MOST BONNET BOLT OF FIRE HYDRANT AT THE CORNER OF S 9TH WATER ALNORTHEAST AND RENTON AVE S `TW=29 RIMER .73AVE .63ELEVATION=306.63' WATER VAL816 S 9TH ST SSMH RIM=302.77PARCEL• RIM, 317.11 TW=299.329470-01118" PVC (E, W) 12"DEC 6"VCP (N) CRC: 308.81 a-' / RIM=302.82 TW=299.62 SCO HEDGE ' GRAVEL: CIA WATER VAL E DRIVE CRASS RIM=304 19 V) - SSMH(R) 8 W 8"W P -W-- I - BURIED 4 N S WATER VALVE 9TH S' RIM=302.82 W'yp TW=299.32 I 14"DE ASPHALT (DEDICATED PUBLIC RI( NO MONUMENT FOUND S6 CALCULATED POSITION ��pp ��..// N: 175227.0928 S EEL P�- _— _AC 2_ I AZ" P v E 1302293.9905 G ARD 1 o" AIL G34°c \qQiN °DRIVE 14"CO �S Q g Ck- WA ER VALV I O"M RIM=300.5 o 2 TW=298.5 BLR deb. I a I EAVE E a N Q I N 2 mw 001 Q � Of a 0 a. o rNi I V1 SAO(R) SEO% Q N PROPOSED SANITARY SEWER. SSMH SEE SHEET S-12. RIM=289.94 0 Q COC=280.74 + Ca (12"CONC N) f� I (8"CONC S) I — — • • — • •—MATCHUNE: SEE SHEET W-S — • • — • • — P • • RE SHOWN ONE -CALL RE ENCE ILITIES ON Y ACONTRACTOR OR R ® ALL FIELD LOCATE ALL EXISTING 800- 424- 55 JWILITIES A MINIMUM OF 72 HOURS Knowwhatsbelow. PRIOR TO CONSTRUCTION. Call before you dig. ORIGINAL PLANS STAMPED Ott: AN R YY YGANYGANDT Ok9/19/17 SSS`J� i I I I I FOUND TACK IN LEAD DOWN L 2.20' IN MONUMENT IN CASE BELOW ASPHALT N: 175219.2632 E I Z02613.5946 I BENCHMARK "F TOP CENTER BOLT OF FIRE HYDRANT AT THE NORTHWEST CORNER OF SI 9TH AVE AND GRANT AVE S 1 - 12 x8" TAPPING TEE (MJxFL) W/ \EL E VAT IO N-349.39 CONC. THRUST BLOCK 1 - 8" GV (FLxMJ) WATER VALV1 - 6" $POOL IM=34 8 REMOVED TW=3 2.33 ASPH 1 — R" I/FRWA/ CROSS h/ /..L7 1 DRIVE /. 1 84"CON I —r 0 I _ rn GRASS V � -o PP A Y GRASP OHP+ pf{ ASS OHP V) 0, - IF P pRV � S � 8"PSS V\NW10 EET S7 (To BE4 WAY) - GAS — -- ® + CRASS RAss ASPH WM ZOO-- DRIVE 1 DRIVF, EAVE SWITCH SERVICES FROM EX. 4"Cl TO EX. 8"01. EAVE v 1307 S 9TH ST PARCEL: 329470-0120 �Z// 1313 S 9TH ST PARCEL: 329470-0150 PROPOSED STORM DRAIN. SEE SHEET SW-4. SSMH - INDONED) RIM=347.35 COC=342.05 ASPF 20STW IP I I I I �I a.I I I al �I I g WATEF VAL RIM-3 6.9 TW=3 3,50 D. x WATER RIM-3 M„i�M� KEY MAP 812 GRANT AVE S PARCEL: 329470-0231 STA. 0+19.0, 11.6RT S 9774 STREET / —1 - 8" 45' BEND (MJxMJ) W/ CONC. 7HRUST BLOCK V FENCE GRASS ON CRW GRASS ASPHALT [=1 Z 0 20 40 " 1 =20 -PROPOSED STORM DRAIN. SEE SHEET SW-5. 1412 S RAF 32947- EA I GRM LSCAPE BRI W -- H Sv z Ulm IP CJP�� 2�MPE IP G(R) z EL GUAR .:GQMMUNITY Sd� 1 ASPH RAIL I MAILSOXES GRAVEL , DRIVE 28"C N )j LSCAPE 4CW• 2 DWY' RASE 3 LLtdi:.gL` 26"CON Q gONC� —JF 12"CED a 7 DPEIVE �* GR AS / V I p r1 GRASS 12 n. �1 ON � EAVE 12"PINE CAPE m IRON FENCE ON \ IL N ' M CRW/ROCKERY Q �O STA. 0+13.0, 17.6RT S 9TH STREET 903 GRANT AVE S I I a PARCEL: Q w 1 - 8" 45' BEND (MJxMJ) W/ 32s47o-o14s I N $ I CONC. THRUST BLOCK CONNECT TO EXIS77NG 8" Dl 20 I a SEE SHEET W-23 FOR FlTTiNG SCHEDULE AND DETAILS WATER NO TES. 6Q APPROXIMATE LOCA77ON OF EXIS77NG SANITARY SEWER Q1 3' COVER MIN/MUM. (TYP.), UNLESS 07HERWSE SPECIFIED. SERVICE BASED ON AS -BUILT DRAWINGS (TYP.). SIDE � SEWERS ARE AT APPROX. 2'-5' DEPTH. CONTRACTOR 2Q REMOVE EXIS77NG FIRE HYDRANT. SHALL P0774OLE IN ADVANCE TO DETERMINE EXACT GAS AMERICAN SURVEYING & ENVIRONMENTAL, TLC (ASE) CONDUCTED AN AS -BUILT SURVEY TO LOCATE ALL WATER VALVES AND HYDRANTS. AS -BUILT DRAWING REDLINE MARKUPS WERE MAINTAINED BY LASER UNDERGROUND & EARTHWORKS, INC. BY THE ON -SITE CONSTRUCTION FOREMAN AND PROVIDED TO ASE TO PREPARE THE FINAL RECORD DRAWINGS. THE RECORD DRAWINGS REFLECT THE AS -CONSTRUCTED CONDITIONS BASED ON A COMBINATION OF FIELD SURVEY DATA AND THE AS -BUILT REDLINE MARKUP DRAWINGS PROVIDED BY LASER UNDERGROUND & EARTHWORKS, INC. AND SHOULD BE FIELD VERIFIED FOR ANY FUTURE USE. ALL WATER VALVES AND HYDRANTS WERE FIELD SURVEYED IN THEIR AS -BUILT LOCATIONS AND ACCURATELY REFLECTED HEREON. LOCATION AND DEPTH. LOCATE WATER MAIN PIPE JOINT A 3Q CLOSE VALVE AND REMOVE EX. VALVE BOX. (TYPICAL FOR M/N/MUM OF 6' FROM SEWER CROSSING, OR AS APPROVED ABANDONED VALVES) BY ENGINEER. CONTRACTOR SHALL REPAIR DAMAGED SIDE SEWERS AT OWN EXPENSE AS FOLLOWS: Q4 REPLACE EXIS77NG 3/4" WATER SERVICE W1714 NEW 1" WATER SERVICE PER STANDARD DETAIL 320.1. (TYPICAL FOR ALL-N7RIFlED CLAY RE-SEC77ONED W1774 PVC PIPE SPOOL I SERVICES) CONNECT NEW METER SETTER AND NEW AND FLEXIBLE FERNCO COUPLINGS COPPER TAIL PIECE TO CUSTOMER PRIVATE SERVICE LINE. -CONCRETE- RE-SEC77ONED WP774 ROMAC SADDLE I 5Q POTHOLE /N THIS LOCA77ON AHEAD OF WATER MAIN -PVC.-RE-SEC110NED W11H RIGID COUPLINGS OR A INSTALLA7ION TO ESTABLISH LINE AND GRADE. ROMAC SADDLE 7Q EXIS77NG WATERMA/N MUST REMAIN AC7711E DURING CONS7RUC770N. INSTALL NEW WATER MAIN BELOW EXIS77NG WATER MAIN lF NECESSARY. NOTE ALL PIPE SHALL BE BAGGED AND SEALED FROM POINT OF DELIVERY THROUGH INSTALLATION. SURVEYED: SCALE: DATE BRH —ZAAD/ DESIGNED: -201 HORIZONTAL D119831991 A0TYOF RENTON HILL UTILITY REPLACEMENT PROJECT 06/: 19/17 W PiEoe°oK °R"w" AW d R TO S 9TH STREET AG NINE INCH DATUM DRAWING Na: CHECKED AW AG AT FDI LL SCALE Planning/Building/Public Works Dept. STA. 0+00 TO STA.1+70 W-18 IF NOT ONE INCH NO. REVISION BY DATE APPR APPROVED SCALE ACCORDINGLY SHEEP: 26 OF 88 W 044 It, �y_: _ N Z 75 W J W J O Z III Lu w 1 - 8" 90- BEND (MJxMJ) W/ GONG. THRUST BLOCK 15+89.8. . RT jGV) STA. AR AVE S INSTALL• 1 - 8"x6' TEE (M kFL) W/ CONC: THRUST BLOCK 1 - 6" BLIND FLANGE INSTALL B"GV (MJXMJI — e � ' 1 - 8"x6' TEE (M kFL) W/ CONC: THRUST BLOCK 1 - 6" BLIND FLANGE CEDAR AVE S. Id 16+02.4, 4.1'RT,GV) STA. 16+01 c w " T nr" AR AVE S INSTALL• 1 - 81x6' TEE (MJxFL) W/ CONC. THRUST BLOCK 1 - 6"GV (fLxMJ) 2 - 80GV (MJxMJ) 1 - 6" CAP (MJ) + f ~ Q I W � T ? _ CLF EV TCd T C d i T �_,.: � sv� 2 S I P G � Er EX & � . w i�.. �� > SEE SHPROPOSED SANITARY SEWER m m ] EU(P�o ° o ,, ISERT POI INSTAII. ° 6,0 REMOVED • — 7EMP— w .. a nnYiunIII VERTICAL GROSS POILY19=11ING 0 0 a D 0 SIATION PER ' DETAIL joaa 444 CEDAR AVE S STA. 15+93.0 5.5'RT CEDAR A VE S INSTALL: TESTING DETAIL 1 - 8" 90' BEND (MJxMJ) W/ CONC, THRUST BLOCK STA. 15+97f, 15'+LT GERM 1 - 8" 45' BEND (MJxMJ) W/ SHACKLE ROOS & COWL THRUST BLOCK a i REMOVE 8' CAP & SLOW -OFF INSTALL: 1 - 8' SLEEVE CUT do CAP EX. 60W - CONNECT 70 EX 6"W. REMOVE BLIND FLANGE AND INSTALL: 8" FLxMJ ADAPTER 2 - 6" SPOOL 2 - 6" SLEEVE 1 - 6" SLEEVE STA. 16+01.4 &5'LT CEDAR A FrF INSTALL: 1 - 6' 45' BEND (M,&W) W/ I FINAL CONNECTION DETAIL z 3 CONNECTION DETAIL STA. 15+85 CEDAR AVE S AND STA. 15+98 CEDAR AVE S NORTH SCALE: 1 `10' ONE -CALL REFING SHOWN ERENCE ILITIES ON Y. ARE CONTRACTOR OR 61-800-424-55 FIELD LOCATE ALL EXISTING ILITIES A MINIMUM OF 72 HOURS Know what's below. PRIOR TO CONSTRUCTION. call before you dig. _1/ NO. F_ w w of E- U) 2 E- III INSTALL: 1 - 12"x8' TAPPING TEE W/ CONC. THRUST BLOCK 1 - 8'GV (FLxMJ) INSTALL: w 1 t - - CONC. DEADMAN THRUST BLOCK I + U) 'STA. 104-31 5.5 RT CEDAR AVE S = INSTALL: m 1 - 8' 90' BEND (MJxMJ) W/ C6 CONC: THRUST BLOCK MR71CA CRAM en. F.nnun °. STATION /SCR STD. DETAIL O C ilif .�. �lTTll {p1r /—G!� J IV:—VLTA/L JVV�V -' REMOVED T d P o ° GAS ECd( CEDAR AVE S. m REMOVE EX. 6"GV CUT & CAP EX. 6"W! SHACKLE CAP 70 DEADMAN BLOCK. o REMOVE VER77CAL CROSS PIGGING Go 1 - 8" SPOOL 1 - 8" SLEEVE CUT AND CAP EX 6"W ° YI P° o ! o ' EGaI c� CEDAR AVE S. , A o � w �cd CRW � � GARAGE GARAGE 5 TESTING DETAIL FINAL CONNECTION DETAIL CONNECTION DETAIL x6°REDUCER �.5 CAN J �( 5e ° FT' �PROIPOSED SANITARY SEWER. 0SEE SHEET S-2. AMERICAN SURVEYING & ENVIRONMENTAL, LLC (ASE) CONDUCTED AN AS —BUILT SURVEY TO LOCATE ALL WATER VALVES AND HYDRANTS. AS —BUILT DRAWING REDLINE MARKUPS WERE MAINTAINED BY LASER UNDERGROUND & EARTHWORKS, INC. BY THE ON —SITE CONSTRUCTION FOREMAN AND PROVIDED TO ASE TO PREPARE THE FINAL RECORD DRAWINGS. THE RECORD DRAWINGS REFLECT THE AS —CONSTRUCTED CONDITIONS BASED ON A COMBINATION OF FIELD SURVEY DATA AND THE AS —BUILT REDLINE MARKUP DRAWINGS PROVIDED BY LASER UNDERGROUND & EARTHWORKS, INC. AND SHOULD BE FIELD VERIFIED FOR ANY FUTURE USE, ALL WATER VALVES AND HYDRANTS WERE FIELD SURVEYED IN THEIR AS —BUILT LOCATIONS AND ACCURATELY REFLECTED HEREON. REVISION SURVEYED' BRH DESIGNED: AW DRAWN: AW CHECKED' AG BY DATE APPR I AaaRDVED AG N STA. 10+41 CEDAR AVE S SCALE: 1"=10' REMOVED STA. 21+ 57 5. 154 7 TT+ CEDAR. A Ill -IN rT�_PER SID. : . ° S. 4TH STREET ® 6" 22.5° NORTH 6" SLEEVE 16„ ash- 2V2* BEND (MJxFL) W/ MEGA -LUG JOINT RESTRAINT 6,1 1W4- BEND (FLxFL)MJxMJ x6" REDUCER (FLxMJ) W/ MEGA -LUG JaNT RESTRAINT 1 - CONCRE7E THRUST BLOCK a TCd P S. 4TH STREET / STA. 21+57.5. 154'LTi CEDAR A REMOVE VERTICAL CROSS AND /A / " SLEEVE 1 - 8" x 8" REDUCER ilip ° aa ° ° 4 a L ° z 1 as U1 1 a I a — — — a � ° a ° ° ea. ... T—] S TESTING DETAIL FINAL CONNECTION DETAIL 4 CONNECTION DETAIL 3 STA. 21+57 CEDAR AVE S SCALE: 1`10' NORTH SCALE' of AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY N07E• ALL PIPE SHALL BE BAGGED AND SEALED FROM POINT OF DELIVERY THROUGH INSTALLA710N. DATE: VERiINADD 8311 CITY OT RENTON HILL UTILITY REPLACEMENT PROJECT / /F HORIZONTALRTI. N A 191988 1 06 9 R E N T O N PAGEBOOK: DATUM CONNECTION DETAILS DRAWING NO: Planning/Building/Public Works Dept. W-19 SHEET: OF: 27 88 W-H318 214 N 1• W I-_ U a z Lu CJ � W 0 0 of rr a In LLJ 75 LLJ Q IZ Lu `may I— J_ 2 0 z LLJ rr PROP. 8" Of K VV o STA. 21+c��y77& GEDAA_� __& REMOVED INSERT POLYPIG AND #VSTALL: CAP — Q" AR (M L1 W / 7" SLOW —OFF OW OFF & 2 �Cc Al o _ o 4 I P— GTP STA- 914-R9f- 7-4'RT CFOAR AW p TESTING DETAIL p PROP. 8" DI 6" Cl (TO CONNECTION DETAIL STA. 21+84 CEDAR AVE S SCALE: 1 "=10' —dHO dH0 dH0 dH0 3+00 - I - GAS 2ffST'G`AJP RENTON AVE S_ I� REMOVED L GAS G G� TESTING DETAIL ONE- CA L L REFER 1 800- 424- 55 MITI PRIOR dig. EX. 8" DI 1 - 8" SPOOL 1 - 8"x6" REDUCER (M✓xM✓) 1 - 6" SPOOL 1 - 6" SLEEVE AL ° STA21-1.83t 7.4'RT CEDAR AVE S :�71_001 ECT TO EX. 6"W AND INSTALL: " 45' BEND (M✓XM✓) W17H EGA -LUG JOINT RESTRAINT ND CONCRETE 7HRUST BLOCK " SPOOL " SLEEVE o' CEDAR AVE S. Cv c1' ro FINAL CONNECTION DETAIL -© NORTH REMOVE POLYPIG LAUNCH ST4770111 REMOVE EXIS77NG 6" 1014 BEND AND 8"X6" REDUCER. CONNECT TO EX. 8101. INSTALL: 2 - 8" SPOOL 2 - 8" SLEEVE 1 - 87X6" 7EE (MJXFL) W/ CONC. THRUST BLOCK 1 — 6"GV (FLXM✓) VALVE 3+18.4, 20.6'R 3+00 RENTON AVE S. �?'f S TI�IAs� P G P GAS FINAL CONNECTION DETAIL CONNECTION DETAIL _ a STA. 3+21 RENTON AVE S SCALE: 1 "=10' NORTH Wj WIRAFT NG UTILITIES ARE SHOWN FOR ENCE ONLY. CONTRACTOR FIELD LOCATE ALL EXISTING ES A MINIMUM OF 72 HOURS TO CONSTRUCTION. PROPOSED SANITARY SEWER. SEE SHEET S-13. REMOVED STA Z1051 71'RT C 10774 STREET /C LA_...oT IAA/ 8" VERTICAL CROSS PIGGING STA,WN PER S7D DET4IL300.8 7EM 20R R-7 IRUS T BEOGOWG 3+13.6, 7.5'RT STA. " 1�T,5:�7,4T S 10774 STREET INSTALL: 1 - 8" TAPPING TEE 1 - 8"GV (FLXM✓) Vc FRI w 0 GRANT AVE S. ff AMERICAN SURVEYING & ENVIRONMENTAL, LLC (ASE) CONDUCTED AN AS —BUILT SURVEY TO LOCATE ALL WATER VALVES AND HYDRANTS. AS —BUILT DRAWING REDLINE MARKUPS WERE MAINTAINED BY LASER UNDERGROUND & EARTHWORKS, INC. BY THE ON —SITE CONSTRUCTION FOREMAN AND PROVIDED TO ASE TO PREPARE THE FINAL RECORD DRAWINGS. THE RECORD DRAWINGS REFLECT THE AS —CONSTRUCTED CONDITIONS BASED ON A COMBINATION OF FIELD SURVEY DATA AND THE AS —BUILT REDLINE MARKUP DRAWINGS PROVIDED BY LASER UNDERGROUND & EARTHWORKS, INC. AND SHOULD BE FIELD VERIFIED FOR ANY FUTURE USE. ALL WATER VALVES AND HYDRANTS WERE FIELD SURVEYED IN THEIR AS —BUILT LOCATIONS AND ACCURATELY REFLECTED HEREON. 3+65.9, 3.9'RT \ STA. i C1�T�, -1.31 T REN70N AVE S CUT -IN 7EE AND INSTALL: 1 - 8'X8" TEE (M✓XFL) W/ CONS. THRUST BLOCK 1 - 8"GV (FLXM✓) 1 - 8' CAP (M✓) 2- 8" SPOOL 2- 8" SLEEVE G REMOVED I F EX. 8" DI INSERT POL)RG AND INSTALL: LSTA D" CAP /f/L1 W/ 7" RL OH OFFTEI/RARARV TIJR//CTR/A/�✓/A EX. 8" DI I027'RTD:3'RT RENTON AVE S INSTALL: I- FH ASSEMBLY PER STD DETAIL 310.10 REMOVE EX. 6"W AS NEEDED AND CAP ABANDONED 6"W. REVISION SURVEYED: BRH DESIGNED: AW DRAWN: AW CHECKED: AG BY DATE APPIR APPROVED: AG C U PROPOSED SANITARY SEE SHEET S-13 INSTALL: 1 - 8" SPOOL 1 - 8" SLEEVE GRANT AVE S. ff —UGAS --I-- rAS GAS TESTING DETAIL �� CONNECTION DETAIL STA. 3+15 S 10TH STREET SCALE: 1 "=10' dHO — C R W L+_J 0 9a lIGAS GAS GP FINAL CONNECTION DETAIL NORTH Lu Lu D_ \ ~ O CUT CAP EX. 4" Cl 0 U CLOSE AND ABANDON EX. 4"GV: REMOVE POLYPIG LAUNCH STA77ON AND INSTALL: 1 - 8" SPOOL — — — — \ 1 - 8" SLEEVE IHo140 dF�O ° o d d 1 —dH0 dHO — > D cn a+ao I 4+00 — — D/ RENTON AVE S. RENTON AVE S. I I CLOSE VALVE AND REM11 OVE c' PROPOSED SANITARY SEWER. EVS77NG VALVE BOX. CUT, PROPOSED SANITARY SEWER. y SEE SHEET S-5. c� CAP AND BLOCK EXISTING SEE SHEET S-5. 6"Cl WATER. I I O� EX. 8 ' DI 6 �I BE ABANDONED) IQD EX 6 �I BE A�ANDONED) J I lnl TESTING DETAIL FINAL CONNECTION DETAIL 8 CONNECTION DETAIL W5 STA. 3+62 RENTON AVE S SCALE: 1 "=10' NORTH NOTE. • ALL PIPE SHALL BE BAGGED AND SEALED FROM POINT OF DELIVERY 7HROUGH INSTALLAT70N. SCALE: 1"=10HORIZONTAL ND 11983/1991 ii ,� CITY OF RENTON HILL UTILITY REPLACEMENT PROJECT 06/19/17 00K: RENTON PAGE: ONE INCH DATUM CONNECTION DETAILS DRAWING NO: IFU Planning/Building/Public Works Dept. W-20 IF NOT ONE INCH SCN-E DCORDINGLY SHEET: OF: 28 88 IWI-101318 1214 N 7 10+24.9, 14.5LT 1 STA 1A ",vTz-. 6; 9-.81 i RENTON AVE S INSTALL: 1 - 8'x8' TEE (MJwMJ) W/ CONC. THRUST BLOCK 2- 80GV (MJxM✓) FL 10+24, 2.7LT 2 STA ; RENTON AVE S. INSTALL: 1 - 8'x8" TEE (MJxMJ"CONC. THRUST BLOCK 1- 8'GV bVxiQ) FLxFL 1 - 8' SfF6OL OSTA 10+06.4, 3.7'RT RENTON AVE S INSTALL: 1 - 8' 45- BEND (M✓XM✓) W/ CONC. THRUST BLOCK 1 - 8' CAP (M✓) -BLOW OFF- ASSEMBLY TEMPORARY 7HRUST BLOCK -,---2' I 4 STA 1 +2 .4, 7.2RT '�'� �'�,�RT RENTON AVE S. INSTALL: 1 - 87x8" TEE (MJxFL) W/ CONC. THRUST BLOCK 1 - 8'GV (FLxM✓) 2 - 8' CAP (M✓) 1 — 80 VER77CAI GROSS PO YP/G STAT?ON PER SM. DETAIL 300.6 1 - CONC. THRUST BLOCK OSTA 10+37.6, 7.0'RT RENTON AVE S INSTALL: I- CONCRETE DEADMAN THRUST BLOCK SHACKLE DEADMAN BLOCK TO EXIS77NG 6"x8' TEE OSTA 10+06.4, 3.7'RT RENTON AVE S CONNECT TO EX. 8' DI WATER. INSTALL: 1 - 8' 45- BEND (M✓XM✓) W/ CONC. THRUST BLOCK 2- 8' SPOOL 2 - 8' SLEEVE 1 - SHACKLE RODS OSTA '^?z,� -o3oT V RENTON AVE S CONNECT TO EX. 8' DI WATER. SHACKLE DEAD MAN BLOCK TO NEW 8" TEE. INSTALL: 1 - 8' SPOOL 1 - 8' SLEEVE INSTALL 1C1 I r 100 AW#A C900 IN PLACE Rr E 4STING 10" /,GP SEKI w/ c XIB r FEI?NCO COUPLINGS IF NECESSARY DUE TO I W7En PIPE CLEARANCE W7H EYI 71NG�'�/CCcGtlATR�� AND POMV71AL -DA MAGE E T�GI�LINE CO �ST{RUCT OABANDON GATE VALVE. CLOSE VALVE AND REMOVE VALVE BOX. CAP AND BLOCK VALVE. AMERICAN SURVEYING & ENVIRONMENTAL, LLC (ASE) CONDUCTED AN AS -BUILT SURVEY TO LOCATE ALL WATER VALVES AND HYDRANTS. AS -BUILT DRAWING REDLINE MARKUPS WERE MAINTAINED BY LASER UNDERGROUND & EARTHWORKS, INC. BY THE ON -SITE CONSTRUCTION FOREMAN AND PROVIDED TO AGE TO PREPARE THE FINAL RECORD DRAWINGS. THE RECORD DRAWINGS REFLECT THE AS -CONSTRUCTED CONDITIONS BASED ON A COMBINATION OF FIELD SURVEY DATA AND THE AS -BUILT REDLINE MARKUP DRAWINGS PROVIDED BY LASER UNDERGROUND & EARTHWORKS, INC. AND SHOULD BE FIELD VERIFIED FOR ANY FUTURE USE. ALL WATER VALVES AND HYDRANTS WERE FIELD SURVEYED IN THEIR AS -BUILT LOCATIONS AND ACCURATELY REFLECTED HEREON. �_1 0-) z PROPOSED SANITARY SEWER. SEE SHEET S-4. i L \ 24"CED z ON AVE S. Z EX. 6" Cl (TO BE ABANDONED)/ Y o° s Po a ° oP r ° 0 3 c� N H C w w of U) o GAS W D r W ik �, 0-) z PROPOSED SANITARY SEWER. SEE SHEET S-4. �� 24"CED dH0 RENTON AVE S. TESTING DETAIL 9 l� r n 6 n� w EX. 6" Cl (TO BE ABANDON 1 w w I of H S AS GAS _ N r W ° oP r + ° O N I FINAL CONNECTION DETAIL CONNECTION DETAIL • ONE- CA L L REFEING RENCE NCE UTILITIES ONLY. ACO CONTRACTORRE 'ALLOWN OR ® ALL FIELD LOCATE ALL EXISTING 800- 424- 55 JWILITIES TOCONSTRUCTION.CO N72 HOURS now. what's below. call before you dig. STA. 10+23 RENTON AVE S SCALE: 1 "=10' N.,. 1 o MIS 's 2 0 2 Q � m a al NUj STA. 0+07-+3'tLT S 77H STREET 2 INSERT POLYPIG AND INSTALL: 4 1 1 - 8' CAP (M✓) W/ 2' BLOW -OFF ° U I AND TEMPORARY THRUST BLOCKING ° a ° fN \S GAS - \S GAS - T— ° �o IL a 4 N W 0 q g 1 a D / rit g° a S1 -, ao —PROPOSED STORM WATER. SEE SHEET SW-2. Mom uw 1, . I IlI n u n 0 E8 2 (a + EVJ ~ S I ° TESTING DETAIL REMOVE POLYPIG LAUNCH STA71ON AND INSTALL: 1 - 8' SPOOL 1 - 8' SLEEVE CUT & CAP 1 - 8' 22Y2' BEND (M✓XM✓) W/ EX. 40W — — CONC. THRUST BLOCK a Uj p a JL41 a x > W � � 1� a° C) R 4 �, O S. 7TH STREET 4N S. 7TH STREET EX. 6" DI 4 EX. 6" DI (TO BE ABANDONED) (TO BE ABANDONED) CUT & CAP EX. 60W EX. 10 SS p EX 10 SS PROPOSED STORM WATER. a q N C 2 SEE SHEET SW-1. STA. 8.5'LT CEDAR AVE S 0 - Z REMOVE EX. 8'X6" REDUCER AND 8° 'o Z SPOOL. CONNCET TO EX. 80GV. m INSTALL: A- -1 - 80 SPOOL a 1 8�LEE L � ro 1 - 8' 22Y2' BEND (M✓xM✓) w/ PROPOSED STORM WATER. S CONC. THRUST BLOCK SEE SHEET SII SHACKLE FROM EX. 120x8' TEE TO I NEW 8" 22 Yi BEND FINAL CONNECTION DETAIL CONNECTION DETAIL ST-0 A. 6+37 CEDAR AVE S SCALE: 1 "=10' NORTH / 8CN L1l"�CO REMOVED EXISTING 6" GAS VALVE; 4. / ADDED NEW GAS VALVE ;AS a /❑ I S ;AS 0 AL U a at p o ° PROPOSED STORM WATER. SEE SHEET SW-2. 0 NORTH .,LVIJIUN \ G24 S 60 � INSTALL: 1 - 8" TEE (FLxFL) 2 - 8"GV (FLxMJ) 1 - 8' BLIND FLANGE 1 - 8" SPOOL 2 - CONC. 714RUST BLOCK 1 - TEMPORARY THRUST BLOCK N V - - G2 RENTON AVE S. 7 PROP. 8' DI REMOVED EXISTING 6" GAS VALVE; Ile STA. 22+49.8 9.21T RENTON AVE S STA. 22+55.8 9.21T RENTON AVE CONNECT TO EX. 6"x6' TEE INSTALL: 1 - 8' 90- BEND (FLxFL) W/ CONC. THRUST BLOCK 2- 8 W REDUCER (M✓XM✓) / 2- 8' SPOOL 2- 6' SPOOL / 1 - 8' SLEEVE 1 - 6m SLEEVE / ❑ I S SHACKLE BEND TO TEE ° G � � a ° o � o ° ° E . 6" DI � EX. 6" Cl TO BE ABANDONED \G S Q EX. 8" SS = N G 2 CUT & CAP EX. 60W G24 RENTON AVE S. V) PROP. 8' Dl d-- SV . SV; °22+61.7, 3.61RT TESTING DETAIL FINAL CONNECTION DETAIL 11 CONNECTION DETAIL W8 STA 22+56 RENTON AVE S 0 SCALE: 1 "=10' NORTH NOTE. • ALL PIPE SHALL BE BAGGED AND SEALED FROM POINT OF DELIVERY 714ROUGH INSTALLATION. SURVEYED: SCALE: DAIS: BRH VERTICAL: NAVD 83/1 RENTON HILL UTILITY REPLACEMENT PROJECT 6/ / HORIZONTAL: NAD 191988 1 Q6 19 17 DESIGNED: 1 "— 10, �� rt CITY OF FIEL0900K: AW DRAWN: RENTON CONNECTION DETAILS PAGE: AW II— ONE INCH II DATUM DRAWING N0: CHECKED: AT FUI LL S LE l Planning/Building/Public Works Dept. W-21 AG IF NOT ONE INCH BY DATE APPR APPRWEOA:G SOALE ACCORDINGLY SHEET: nn OF: IWI-10131812141 81. 1• i AMERICAN SURVEYING & ENVIRONMENTAL, LLC (ASE) CONDUCTED AN AS -BUILT SURVEY TO LOCATE ALL WATER VALVES AND HYDRANTS. AS -BUILT DRAWING REDLINE MARKUPS WERE MAINTAINED BY LASER UNDERGROUND & EARTHWORKS, INC. BY THE ON -SITE CONSTRUCTION FOREMAN AND PROVIDED TO AGE TO PREPARE THE FINAL RECORD DRAWINGS. THE RECORD DRAWINGS REFLECT THE AS -CONSTRUCTED CONDITIONS BASED ON A COMBINATION OF FIELD SURVEY DATA AND THE AS -BUILT REDLINE MARKUP DRAWINGS PROVIDED BY LASER UNDERGROUND & EARTHWORKS, INC. AND SHOULD BE FIELD VERIFIED FOR ANY FUTURE USE. ALL WATER VALVES AND HYDRANTS WERE FIELD SURVEYED IN THEIR AS -BUILT LOCATIONS AND ACCURATELY REFLECTED HEREON. �(P STA. 9+7a4, 321T S 7TH STREET = STA. 12+22.9. 5 0'LTHIGH AVE S INSTALL: 1 - 8'X8" TEE (M✓xM) W/ CONC THRUST BLOCK -. 1 - 8' GV (kfJxMJ) 1 - 8" PLUG (M✓) PROP. 8" DI PROPOSED STORM WATER. SEE SHEET SII g+7 .S7 23'LT STA. 9+ _ _ _W S 77H STREET = STA. 12+15.$ 5.0'LT HIGH AVE S INSTALL: FLxFL 1 - 8'X8" TEE (M✓xM✓) W/ CONC THRUST BLOCK 1 - 8' SPOOL 2- 8' GV (AUxM✓) -i - n' VER' nA/ nOACC On/ V O/n STA T/M/ -PER -ST STANDARD DETAIL 30016 REMOVED ZA NAN CLOSE VALVE AND REMOVE EX. VALVE BOX. (TYPICAL FOR ABANDONED VALVES) CAP EX. //VFn7 6' GV. EX. RENTON AVE S. EX. 12 SD 3(P TESTING DETAIL CONNECTION DETAIL STA. 29+4/ EENTON AVE S SCALE: 1 "=10' R U) I dH0 — JT/ I _ I 1 - `6" SPOOL 1 - 6fi" 1014BEND (M✓xM✓) 1 - 8" x 6" REDUCER (MJx MJ) SHACKLE II%' BENDS TO EX 6" FLANGED TEE. —� --0- L-EEVE— — — EX. 8" SS FX 12 SO RENTON AVE S. FINAL CONNECTION DETAIL NORTH P CAP EX. 6'W (TYP) PROP. 8" DI \ I REMOVE POLY PIG INSTALL: 2 - 8' SPOOL 1 - 8" SLEEVE S. 7TH STREE i X0+00 1 IPROPOSED SANITARY SEWER. SEE SHEET S-8. TESTING DETAIL 14 CONNECTION DETAIL ONE- CA L L RE ER PALL 1 800- 424- 55 JWILITI PRIOR dig. STA. 12+23 HIGH AVE. S. SCALE: 1 "=10' NG UTILITIES ARE SHOWN FOR ENCE ONLY. CONTRACTOR FIELD LOCATE ALL EXISTING ES A MINIMUM OF 72 HOURS TO CONSTRUCTION. ORIGINAL PLANS STAMPED Or ANDREW WE1'GANDT ON:9/19/17 REMOVE EX. BOW TEE AND GATE VALVES CONNECT TO EX. 8' D1. INSTALL: 20LFf 8" CL-52 DI I° 1 - bw SLEEVE I BE ABANDONE CUT & CAP E . 6wW (TYP) `PROPOSED STORM WATER SEE SHEET SW-J. S. 7TH STREEL i 10+00 PROPOSED SANITARY SEWER. a SEE SHEET S-8. FINAL CONNECTION DETAIL ( b NORTH 0+05.5. 16.2'LT(W V) STA. HIGH AVE S INSTALL: 1 - 8"X8' TAPPING TEE (M✓XFL) W/ CONC THRUST BLOCK E A V E 1 - 8" GV (FLxM✓) 1 - 8" PLUG (MJ) - w VERTfa4L CROSS POLY PIG STA7101V PER STANDARD DET,."& 30016 TEMPORARY T` RUST BEOCIG;NG 'CONC pDRWE 00 GRASS I 10'DWY I 10'DVhY ° I_ o I N ORA Q Do TESTING DETAIL 0+05.5, 16.2'LT(WV) STA. 0+16-+, 18.51T HIGH AVE S REMOVE POLY PIG STA71ON AND 2 - 8' SPOOL 1 - 8' SLEEVE EAVE "CONC TI ORWE � WF---- 00 e GRASS IQ M � URA 0 LID fA FINAL CONNECTION DETAIL CONNECTION DETAIL STA. 0+07 HIGH AVE S SCALE: 1 "=10' NORTH P07HOLE THIS LOCA7101V BEFORE INSTALLING TEE. rPROPOSED SANITARY SEWER. I SEE SHEET S-7. G4 1 - 8" 90' BEND (M✓xM✓) W/ CONC. THRUST BLOCK 1 - ➢" CAP /I/ /1 W1 O" BLOW OFF REMOVED TEMPORARY 77#?UST BLOCKING ° II N S` � s I � � TESTING DETAIL 15 GA9 dIYIDIP� ° cry G4 PROPOSED SANITARY SEWERR, SEE SHEET S-7. STA. 6+90.01 9.0'RT S 77H STREET AS — REMOVE EXIS77NG BLOW -OFF AND CONNECT TO EX. 8"W. INSTALL: 1 - 8" SPOOL r 2 1 - 8" SLEEVE °a I ° LU LU I ° P w w I ss LU of U S Do °° � t w ♦ � rn FINAL CONNECTION DETAIL CONNECTION DETAIL STA. 7+09 S. 7TH STREET SCALE: 1 "=10' NORTH NOTE. ALL PIPE SHALL BE BAGGED AND SEALED FROM POINT OF DELIVERY THROUGH INSTALLATION. SURVEYED: SCALE: DAIS: BRH VERTICAL: NAVD RENTON HILL UTILITY REPLACEMENT PROJECT c/ /17 HORIZONTAL: NAD 19198883/1 1 06 DESIGNED: 1 "- 1 D' �� rt C I T Y O 19FIELO9OOK: AW DRAWN: RENTON AW CONNECTION DETAILS PAGE: II- ONE INCH II DATUM DRAWING N0: CHECKED: AT FUI LL S LE l Plan nin Buildin Public Works Dent W-22 AW, AG IF NOT ONE INCH �/ �/ P NO. REVISION BY DATE APPR APPROVED::G SCNE ACCORDINGLY SHEET: ZO OR 88 IWI-10131812141 w a w //YJ /nLL U VVMU//YL L/YU. � N 1 - 8" 22942• BEND WJ) 00 co 1 - CONCRETE THRUST BLOCKING N INSTALL TEMPORARY 2" BLOW -OFF W/ TEMPORARY BLOCKING GA' v t o, % IMM ��I` J GAS W Q U z W STA. 6+25.8, 6.0'LT GRANT AVE S LU INSTALL: W 0 1----BICAP--(Md) 0 1 70 BLOW ACC a In TEMPORARY 71IRUST BLOCKING I— Lu 7 C) Q � In rr- 9 J Z 0 LLJ rr- ��1U EX. 6 REMOVE POLY PIG LAUNCH AND INSTALL: 2 - 8" SPOOL 2-T - 8" SEEVE IL -- GAS 3AS GAS e-+T GRA T AVE. S. -(T0 P NED) 6 V OHP OHP STA. +a ,11 GRANT AVE S CUT -IN TEE. INSTALL: 7 1 - 67x6" TEE (FLxFL) W/ CONC. THRUST 6 BLOCK 5 i, 2 - 6" GV (FLxMJ) 1 - fi x8" INCREASER (FLxFL) / s 1 - 8" GV (FLxM✓) 2 - 6" SPOOL y 5' 2 - 6" 7RANS777ON COUPLING GO X <-,P TESTING DETAIL 1s CONNECTION DETAIL CUT IN. 1 - 8'x8" TEE (M✓XFL) W/ CONC. 774RUST BLOCK 1 - 8-GV (FLxM✓) 1 - 80GV (M✓XM✓) 1 - 8" SPOOL 1 - 8" SLEEVE MID dHO REMOVED .. .. STA. - -7-Tsf S7TEET INSTALL: 1 - 8" 90' BEND (M✓xM✓) W/ CONC. THRUST BLOCK STA. 6+48 GRANT AVE. S. SCALE: 1 "=10' 6 CLOSE EXlST1NG GATE VALVE• / PLUG AND BLOCK. REMOVE 5 VALVE BOX. INSTALL: ��Py 1 - 6" M✓ PLUG / GO 1 - CONC. THRUST BLOCK 0�P FINAL CONNECTION DETAIL STA. 14+68.3. 6.51T HIGH INSTALL: 1 - CONC. DEADMAN BLOCK NORTH -i -- 81CAP W REMOVED -i - O" BLOW W ACC 1 - TEMPORARY 774RUST BLOCKING 1 - 8" 45' BEND W/ CONC. THRUST BLOCK dH0 —dHO dHO--dHO dHO OHP 1 Jm.l 1 dH0 - dHO-- EX. 8"W EX. 6"W (TO BE ABANDONED PROPOSED SANITARY SEWER. CUT AND CAP SEE SHEET S-8. LS. 7TH STREET S. 7TH STREET PROPOSED SANITARY SEWER. SEE SHEET S-8. TESTING DETAIL FINAL CONNECTION DETAIL 18 CONNECTION DETAIL STA. 11+58 S 7TH STREET SCALE: 1 "=10' NORTH ui—.800-424-55 ONE- CA L L REEING i R NCE (LITIES OWN ONLY. ACORE THRACTOR OR ALL MELD LOCATE ALL EXISTING PALL A MINIMUM OF 72 HOURS nowwhat'sbelow. PRIOR TO CONSTRUCTION. call before you dig. ORIGINAL PLANS STAMPED BY: ANDREW WEIGANDT ON:9/19/17 Rol REVISION SURVEYED: BRH DESIGNED: AW DRAWN: AW CHECKED: AW, AG BY DATE APPR I APPROVED: AG 040 laq 0 3 10 TESTING DETAIL Ck•` — OHP— ____�—CONNECT TO 8" PROVISIONAL TEE. SEE SHEET W-14 FOR DETAILS CONNECTION DETAIL STA. 14+64 HIGH AVE S SCALE: 1 "=10' SCA E: VERTICAL: NAVD 1998 � CITY 0 F 1 =10' HORIZONTAL: NAD 1983/1991 �6 �® RENTON ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SOALE ACCORDINGLY I CONNECT TO 8" PROVISIONAL TEE. SEE SHEET W-14 FOR DETAILS +g5, 1.3'LT+6d, z:1'LT HIGH AVE. S : FLxFL6" TEE (fAVJ)GV (MJXMJ)FLxMJV (MJxMJ)FLxMJ SPOOL SLEEVESPOOLSLEEVE LG CUT AND CAP EX. 60CI / 1 hI O W do CAP EX. 6" C/ 3 We FINAL CONNECTION DETAIL (D NORTH AMERICAN SURVEYING & ENVIRONMENTAL, LLC (ASE) CONDUCTED AN AS -BUILT SURVEY TO LOCATE ALL WATER VALVES AND HYDRANTS. AS -BUILT DRAWING REDLINE MARKUPS WERE MAINTAINED BY LASER UNDERGROUND & EARTHWORKS, INC. BY THE ON -SITE CONSTRUCTION FOREMAN AND PROVIDED TO ASE TO PREPARE THE FINAL RECORD DRAWINGS. THE RECORD DRAWINGS REFLECT THE AS -CONSTRUCTED CONDITIONS BASED ON A COMBINATION OF FIELD SURVEY DATA AND THE AS -BUILT REDLINE MARKUP DRAWINGS PROVIDED BY LASER UNDERGROUND & EARTHWORKS, INC. AND SHOULD BE FIELD VERIFIED FOR ANY FUTURE USE. ALL WATER VALVES AND HYDRANTS WERE FIELD SURVEYED IN THEIR AS -BUILT LOCATIONS AND ACCURATELY REFLECTED HEREON. NOTE. • ALL PIPE SHALL BE BAGGED AND SEALED FROM POINT OF DELIVERY 774ROUGH INSTALLA RON. DAIS: RENTON HILL UTILITY REPLACEMENT PROJECT 06/19/17 FEL CONNECTION DETAILS PAGE: DRAWING N0: W-23 SHEET: 31 OF:80 WI 1013181214 81. N 7 i w 71 C) a z LLJ W 0 of O m Q._ In I— LLJ 75 LLJ Q IZ rr- J z 0 I— z LLJ rr- STA. 11+80.8, 2B2'LT JONES AVE S = STA. 12+71.2, 17.6'RT S 77H STREET INSTALL: BEACON VE S. 1 - CONC. DEADMAN BLOCK ,, 00 1 o 1 — 8-GAP /I/ /1 I _ 20 R10W nC'C REMOVED — TCl/DAD AGV Td/O/ICT G/M///A// STA. 12+66.4 22.0'RT S 77H STREET INSTALL: / 1 - 8" 45' BEND (M✓xM✓) W/ CONC. THRUST BLOCK 101 PROPOSED SANITARY SEWER. SEE SHEET S-8. O 5. / /%, i m PROPOSED SANITARY SEWER. SEE SHEET S-8. i TESTING DETAIL / c, / INSERT POLYPIG. INSTALL: 1 8VAP-(MJ) f� -i — z BLOW—O F REMOVED / l cei, `11 99.0 USE SECOND POLYPIG FOR 07HER PIGGING RUN. SEE SHEET W-25. STA. 11+58.9, 15.3 TL JONES AVE S = 10 STA. 12+83.4 39.8'RT S 7774 STREET INSTALL: ao 2SA 1 - 8" 45' BEND (M✓xM✓) W/ CONC. 7HRUST v �� BLOCK S44'19'43"E 81. O,L �S 7\7777\ 9L % STA. 12+66.4, 22.0'RT S 7TH STREET= STA. 11+76.2. 32.81T JONES AVE S INSTALL: 1 - 8"W TEE (MJxMJ) 3 - 8'GV (MJxMJ) FLxMJ 3 - 8' SPOOL 3 - 8' SLEEVE FINAL CONNECTION DETAIL CONNECTION DETAIL STA. 11+76 JONES AVE S = STA. 12+67 S 7TH STREET NORTH SCALE: 1 "=10' •iul-.800-424-55 ONE- CA L L RE EING R NCE UTILITIES ARE ONLY. CO THRACTOR OR ALL FIELD LOCATE ALL EXISTING JWILITIES TOCONSTRUCTION.CO N72 HOURS now. what's below. call before you dig. ORIGINAL PLANS STAMPED BY: ANDREW WEIGANDT ON:8/19/I7 Rol / 0+03, 17'RT STA. 0 ^x-� - -?e;RT S 97H STREET INSTALL: 1 - 12"X8- TAPPING TEE (M✓xFL) W/ CONC THRUST BLOCK 1 - 8" GV (FLxM✓) 1 - 8" PLUG (MJ) U] LU � p W z /Q �p zT a Q XQ w 00 (� W m X w =e O v _-- — GAS GAS — GAS -M S I 2 P G I - 12"" CI 8- S. 9TH STREET u —i — �— PROPOSED STORM DRAINAGE. SEE SHEET SW-5. EX. 4"X6" CROSS (I) c EX. /4"C11B ABAN DNJD)EX. 6"CI TO BE ABANDONED' ■OHP FFF ■ STA. 0+16f, 18.51T HIGH AVE S 1 - 8' SPOOL 1 - 8' SLEEVE 'I I D ETAI L oa p OHP— r;_:�3 . '_ CONNECTION DETAIL STA. —0+04 S. 9TH STREEI SCALE: 1 "=10' 2 - 8' SPOOL 1 - 8" SLEEVE U) C Ld w Z Q N + O �zzo�Q0 Lt- XQ cc 0 W m X w O i GAS 2 M P S G I 12" CI c S. 9TH STREET — o - p - PROPOSED — STORM DRAINAGE. SEE SHEET SW-5. ��JJ dABAON Ln � D EX. 6"W (TO BE ABANDONED II II I I SZ / FINAL CONNECTION DETAIL KZV NORTH AMERICAN SURVEYING & ENVIRONMENTAL, LLC (ASE) CONDUCTED AN AS -BUILT SURVEY TO LOCATE ALL WATER VALVES AND HYDRANTS. AS -BUILT DRAWING REDLINE MARKUPS WERE MAINTAINED BY LASER UNDERGROUND & EARTHWORKS, INC. BY THE ON -SITE CONSTRUCTION FOREMAN AND PROVIDED TO ASE TO PREPARE THE FINAL RECORD DRAWINGS. THE RECORD DRAWINGS REFLECT THE AS -CONSTRUCTED CONDITIONS BASED ON A COMBINATION OF FIELD SURVEY DATA AND THE AS -BUILT REDLINE MARKUP DRAWINGS PROVIDED BY LASER UNDERGROUND & EARTHWORKS, INC. AND SHOULD BE FIELD VERIFIED FOR ANY FUTURE USE. ALL WATER VALVES AND HYDRANTS WERE FIELD SURVEYED IN THEIR AS -BUILT LOCATIONS AND ACCURATELY REFLECTED HEREON. NOTE. • ALL PIPE SHALL BE BAGGED AND SEALED FROM POINT OF DELIVERY THROUGH INSTALLA710N. SURVEYED: SCALE: DAIS: BRH VERTICAL: NAVD 83/1 RENTON HILL UTILITY REPLACEMENT PROJECT / / HORIZONTAL: NAD 191988 1 06 19 17 DESIGNED: 1 "— 10 �� rt C 1 T Y OF FIELOBOOK: AW RENTON DRAWN: AW CONNECTION DETAILS PAGE: II— ONE INCH II DATUM DRAWING N0: CHECKED: AT FUI LL SCALE l Plannin Buildin Public Works Dent W-24 AW, AG IF NOT ONE INCH �/ �/ P REVISION BY DATE APPR APPRWEO:G z2 SCALE ACCORDINGLY SHEET: OF: A88 IWI-1013181214T ►'i w Q z U w 0 z w J N z w 75 w CU Q J 11 W J J_ 2 z O z w ��Y o CITY OF RENTON 4 � y RENTON HILL UTILITY REPLACEMENT PROJECT JULY, 2017 \NTH AMERICAN SURVEYING & ENVIRONMENTAL, LLC (ASE) CONDUCTED AN AS —BUILT SURVEY TO LOCATE ALL WATER VALVES AND HYDRANTS. AS —BUILT DRAWING REDLINE MARKUPS WERE MAINTAINED BY LASER UNDERGROUND & EARTHWORKS, INC. BY THE ON —SITE CONSTRUCTION FOREMAN AND PROVIDED TO AGE TO PREPARE THE FINAL RECORD DRAWINGS. THE RECORD DRAWINGS REFLECT THE AS —CONSTRUCTED CONDITIONS BASED ON A COMBINATION OF FIELD SURVEY DATA AND THE AS —BUILT REDLINE MARKUP DRAWINGS PROVIDED BY LASER UNDERGROUND & EARTHWORKS, INC. AND SHOULD BE FIELD VERIFIED FOR ANY FUTURE USE. ALL WATER VALVES AND HYDRANTS WERE FIELD SURVEYED IN THEIR AS —BUILT LOCATIONS AND ACCURATELY REFLECTED HEREON. P • RE SHOWN ONE -CALL RE ENCE ILITIES ON Y ACONTRACTOR OR R ® FIELD LOCATE ALL EXISTING 1 800— 424— 55 JWALL ILITIES A MINIMUM OF 72 HOURS KnowwharsbeloW. PRIOR TO CONSTRUCTION. Call before you dig. VICINITY MAP NO SCALE CHECKED FOR COMPLIANCE WITH CITY STANDARDS By:— ----- ------ Date: ------- By:---------------- Date: ------- By —----------- Date: ------- By:---------------- Date:— ----- SANITARY SEWERS, STORM 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 DRAINAGE, WATER 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 ---------— Date:— —--- By: ---- ----- — Date: ------- By: - ---------— Date:— —--- JIa CITY OF RENTON Public Works Dept. SHEETINDEX DWG NO. SHEET NO. TITLE DWG NO. SHEET NO. TITLE N U rr- LLI — W 75 LLI CU Q 0— LLI J J_ 2 Z O I— Z LLJ m w E 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 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 & S. 7 TH STREET: STA 6+00 TO STA 10+50 & 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 & 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-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 P • • RE SHOWN ONE -CALL RE ENCE ILITIES ON Y ACONTRACTOR OR R ® ALL FIELD LOCATE ALL EXISTING 1 800- 424- 55 JWILITIES A MINIMUM OF 72 HOURS KnowwhatsbeloW. PRIOR TO CONSTRUCTION. Call before you dig. SEWER CONSTRUCTION PLANS 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 ORIGINAL PLANS STAMPED Ott: AN R YY YGANYGANDT Ok9/19/17 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 REVISION SURVEYED: BRH DESIGNED: AW DRAWN: AW CHECKED: AW, AG BY DATE APPR I APPROVED: AG LEGEND AREA ID ABAN/RET ABANDONE/RETIRED ASPHALT (ASPH) BLRD BOLLARD BRICK SURFACE BUILDING LINE CONCRETE SURFACE CONCRETE CW/BW CONCRETE/BRICK WALK CRW/BRW CONCRETE/BRICK RETAINING WALL CP/IP CONCRETE/IRON PIPE CHAIN LINK FENCE (CLF) COL MONUMN MENT LINE CSJWS CONCRETE/WOOD STAIRS CON CONIFEROUS TREE DEC DECIDUOUS TREE CMP CORRUGATED METAL PIPE DT DEACTIVATED DWY DRIVEWAY ECd ELECTRICAL CONDUIT ►v� FOUND SURVEY MONUMENT (AS NOTED) C( FIRE HYDRANT B GASDMAIIN LEAK G ID GAS VALVE GUY GUY WIRE ANCHOR — RON NATION IP IRONRPIPE O o LIGHT POLE (WOOD) _ ',1,, LIGHT POLE (DECORATIVE) LSCAPE LANDSCAPE/PLANTER (LSC) SO Op SANITARY SEWER/STORM DRAIN MANHOLE o PRIVATE MAILBOX MPE MEDIUM DENSITY POLYETHYLENE SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAND 1988 HORIZONTAL DAD 1983/1991 DATUM OHP/OHT OVERHEAD POWER/TELEPHONE PE POLYETHYLENE P.S. PARKING SPACE(S) (P) PAINTED UTILITY LOCATION PIPE FLOW DIRECTION PS/PSS COMBINED/SANTIARY SEWER PSD STORM DRAIN r+, PRIVATE CATCH BASIN R RECORD DATA GRAVEL SURFACE ROCKERY RRW RAIL ROAD TIE WALL SD SERVICE DRAIN (STORM) CSTW O C ESTEANOUTAPPED SSS SANITARY SIDE SEWER r_1 SIGN/STREET NAME SIGN TEMPORARY BENCHMARK (TBM) TCd TELEPHONE CONDUIT (BURIED) TV TELEPHONE VAULT TW TOP OF WATER VALVE TS TELEPHONE SENTRY TRAFFIC FLOW DIRECTION TOP TOP OF BANK O UP UTILITY POLE (WOOD) VAULT W WAVER m WAVER VALVE (V) CITY OF RENTON SEWER VIDEOS VCP CLAY E VITRIFWOOD IFE FENCE (WF)ED CED CEDAR TREE HOLLY HOLLY TREE PIKE PPIIN TREE NAIL • REBAR AND CAP AMERICAN SURVEYING & ENVIRONMENTAL, LLC (ASE) CONDUCTED AN AS —BUILT SURVEY TO LOCATE ALL WATER VALVES AND HYDRANTS. AS —BUILT DRAWING REDLINE MARKUPS WERE MAINTAINED BY LASER UNDERGROUND & EARTHWORKS, INC. BY THE ON —SITE CONSTRUCTION FOREMAN AND PROVIDED TO ASE TO PREPARE THE FINAL RECORD DRAWINGS. THE RECORD DRAWINGS REFLECT THE AS —CONSTRUCTED CONDITIONS BASED ON A COMBINATION OF FIELD SURVEY DATA AND THE AS —BUILT REDLINE MARKUP DRAWINGS PROVIDED BY LASER UNDERGROUND & EARTHWORKS, INC. AND SHOULD BE FIELD VERIFIED FOR ANY FUTURE USE. ALL WATER VALVES AND HYDRANTS WERE FIELD SURVEYED IN THEIR AS —BUILT LOCATIONS AND ACCURATELY REFLECTED HEREON. 0 T Y OF RENTON HILL UTILITY REPLACEMENT PROJECT o6/1g/1� �� FIELDecoK: RENTON SHEET INDEX AND LEGEND PAGE oRAwINc Na: Planning/Building/Public Works Dept. G-1 2 88 WI 10131BI214 w a z cLI w 0 0 of a `71- GENERAL NOTES N 00 Cy) 1. 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 N 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. 2. ALL WORK SHALL BE SUBJECT TO INSPECTION BY THE CITY ENGINEER OR DESIGNATED REPRESENTATIVE. J. 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 C) FOR A PRE -CONSTRUCTION MEETING. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE w SUBMITTED AT THE PRE -CONSTRUCTION MEETING. ANY MODIFICATIONS TO THE APPROVED TRAFFIC CONTROL PLAN SHALL BE RESUBMITTED AND APPROVED PRIOR TO IMPLEMENTATION. 0 rr 5. A STAGING AREA HAS BEEN MADE AVAILABLE TO THE CONTRACTOR FOR THIS PROJECT. ALL TESC IZ 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, Ljj PAINT MARKS APPLIED BY AN UNDERGROUND UTILITY LOCATING SERVICE, CCTV-1/VG OF SOME STORM AND SEWER MAINS TO LOCATE SERVICE LATERALS, AND RECORD SCHEMATIC DRAWINGS. w 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 0- UNDERGROUND UTILITY LOCATE SERVICE 1-800-424-5555 (OR 81 1) A MINIMUM OF 72 HOURS W PRIOR TO ANY EXCAVATION TO OBTAIN ON -SITE UTILITY LOCATIONS. rr 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 SHALL BE CONSIDERED INCIDENTAL. SEE SECTION 1-07. 17 IN THE SPECIAL PROVISIONS. z 10. IF EXISTING GAS MAINS ARE IN CONFLICT WITH NEW UTILITIES, THE CITY WILL PROVIDE NEW PROFILE GRADES FOR THE STORM OR WASTEWATER PIPING. ADJUSTMENT OF THE PIPE ALIGNMENT uj 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 BARS, 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. ONE- CA L L REFER ��1 800-424-5PALL PRIOR dig. NG UTILITIES ARE SHOWN FOR ENCE ONLY. CONTRACTOR FIELD LOCATE ALL EXISTING ES A MINIMUM OF 72 HOURS TO CONSTRUCTION. 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 SACKFILLING 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 SW 15. 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. 8. 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 KATHI.ILLMAN@SEATTLE. GOV 13. WHERE TYPE 2 CATCH BASINS ARE INSTALLED IN ROADWAY GUTTER SECTION, THEY SHALL BE PLACED IN ACCORDANCE WITH DETAIL 6 ON DWG SW 15. 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. Ar%:/g:/mwKWA11114L*00i//:1L7 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. ORIGINAL PLANS STAMPED BY: ANDREW WEIGANDT ON:8/19/17 Rol REVISION SURVEYED: BRH DESIGNED: AW DRAWN: AW CHECKED: AW, AG BY DATE APPR APPROVED: AG SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 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. J. 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. 8. 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 BASIN. 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. \SS 5" TRIM GEOTEXTILE GRATE MAX FRAME-7 OVERFLOW BYPASS F SEDIMENT �--I AND DEBRIS I VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM 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 Planning/Building/Public Works Dept. RENTON HILL UTILITY REPLACEMENT PROJECT GENERAL UTILITY NOTES AND TESC NOTES 06/19/17 FIELOBOOK: PAGE: DRAWING NO: G-2 SHEET: Z OF: ©mm©m, ©m w Q z U w w 0 N U rr- 11 W 75 CU 11 rr- J J z 0 z Lu rr- -----------JONESAVES------ • SHOWN ONE- CA L L REFERENCE RE �ON Y LITIESACONTRACTOR OR Jul-,800-424-55 ALL FIELD LOCATE ALL EXISTING PRIIORETOA MINIMUM F 72 HOURS Know what's below. call before you dig. ORIGINAL PUNS STAMPED BY: ANDREW WEYGANDT ON:B/19/17 I —T J BM—L I RENTON A VE S ——T,— ---- ,--r— �N-mmmmm- 0 120 240 1 "=120' iw�2 � I L—J L-L--i-11 1—Lim J L_ Y M-.-eW CEDAR A VE S 'Ile / HORIZONTAL DATUM — NAD 1983/91 POSITIONS FOR COORDINATES ARE BASED ON WIGS DATA POINT NUMBER RENT418, BRASS PIN SET IN TOP OF A CONCRETE MONUMENT AT THE INTERSECTION OF S 7TH ST AND RENTON AVE S. NORTH: 175877.4200 EAST. 1302310.3249 AND WGS DATA POINT RENT415, 4" CONCRETE MONUMENT IN CASE WITH 1" BRASS DISK SCRIBED "X", SET 0.6' BELOW GRADE, AT THE INTERSECTION OF SW 7TH STREET AND JONES AVE S. NORTH: 175877.1700 EAST. 1303337.4700 ELEVATIONS ARE BASED ON CITY OF RENTON CONTROL POINT NUMBER RENT418, BRASS PIN SET IN TOP OF A CONCRETE MONUMENT AT THE INTERSECTION OF S 7TH ST AND RENTON AVE S. ELEVATION = 305.786 FEET ELEVATIONS VERIFIED BY CITY OF RENTON CONTROL POINT RENT784, BRASS PLUG IN CONCRETE MONUMENT CASE, SET 0.1' BELOW GRADE, AT THE INTERSECTION OF SE 19TH ST AND PUGET DRIVE SE. ELEVATION = 417.33 FEET SURVEYED: SCALE: BRH DESIGNED AW DRAWN: AW ONE INCH CHECKED: AT FULL SCALE AW, AG IF NOT ONE INCH NO. REVISION BY DATE APPR APPROVEDSCALE ACCORDINGLY AG BENCHMARK "A" TOP CENTER BOLT OF FIRE HYDRANT AT THE SOUTHEAST CORNER OF S 7TH ST AND GRANT AVE S ELEVATION=341.68' BENCHMARK "D" NORTHERLY TOP BOLT OF FIRE HYDRANT AT THE NORTHWEST CORNER OF S 9TH ST AND JONES AVE S ELEVATION=383.89' BENCHMARK "G" SOUTHERLY MOST BONNET BOLT OF FIRE HYDRANT AT THE NORTHEAST CORNER OF S 9TH AVE AND RENTON AVE S ELEVATION=306.63' BENCHMARK "M" SET CHISELED 'Er ON SOUTHWEST CORNER OF WATER VAULT AND NORTHEAST CORNER OF RENTON AVE S AND BEACON WAY S ELEVATION=226.34' BENCHMARK "P" TOP CENTER BOLT OF FIRE HYDRANT AT THE SOUTHEAST CORNER OF GRANT AVE S AND S 1OTH ST ELEVA1I0N=332.99' BENCHMARK "V" TOP CENTER BOLT OF FIRE HYDRANT AT THE EASTERLY SIDE OF S 5TH ST AND CEDAR AVE S ELEVA1I0N=196.62' VERTICAL: NAVD 1988 HORIZONTAL: HAD 1983/1991 DATUM BENCHMARK "B" NORTHERLY TOP BOLT OF FIRE HYDRANT AT THE SOUTHEAST CORNER OF S 7TH ST AND HIGH AVE S ELEVA1I0N=365.71' BENCHMARK "E" NORTHERLY TOP BOLT OF FIRE HYDRANT AT SOUTHEAST CORNER OF S 9TH ST AND HIGH AVE S ELEVATION=366.44' BENCHMARK "J" TOP CENTER BOLT OF FIRE HYDRANT AT SOUTHEAST END OF HIGH AVE S ELEVA1I0N=367.50' BENCHMARK "N" TOP CENTER BOLT OF FIRE HYDRANT ON THE WEST SIDE OF RENTON AVE S IN FRONT OF 329 RENTON AVE S ELEVA1I0N=170.30' BENCHMARK "Q" NORTH RIM OF SEWER MANHOLE AT THE SOUTHEAST CORNER OF RENTON AVE S AND S 10TH ST ELEVA1I0N=289.40' BENCHMARK "T" TOP CENTER BOLT OF FIRE HYDRANT AT THE EAST SIDE AT THE SOUTH END OF CEDAR AVE S ELEVA1I0N=231.54' BENCHMARK "W" TOP CENTER BOLT OF FIRE HYDRANT AT THE EASTERLY SIDE OF S 4TH ST AND CEDAR AVE S ELEVA1I0N=140.77' BENCHMARK "C" NORTHERLY TOP BOLT OF FIRE HYDRANT AT THE SOUTHWEST CORNER OF S 7TH ST AND JONES AVE S ELEVA1I0N=375.30' BENCHMARK "F" TOP CENTER BOLT OF FIRE HYDRANT AT THE NORTHWEST CORNER OF S 9TH AVE AND GRANT AVE S ELEVA1I0N=349.39' BENCHMARK IV TOP CENTER BOLT OF FIRE HYDRANT AT THE SOUTHEAST END OF JONES AVE S ELEVA1I0N=395.56' BENCHMARK "0" TOP/SOUTHEASTERLY BOLT FOR METAL RAILING ON WEST SIDE OF RENTON AVE S ACROSS FROM 310 RENTON AVE S ELEVA1I0N=132.57' BENCHMARK "R" TOP CENTER BOLT OF FIRE HYDRANT AT THE SOUTHEAST CORNER OF GRANT AVE S AND BEACON WAY S ELEVATION=331.03' BENCHMARK "U" SOUTHWESTERLY BASE BOLT ON A CONIC LIGHT POLE AT THE EASTERLY SIDE OF S 6TH ST AND CEDAR AVE S ELEVA1I0N=223.32' CITY O� RENTON HILL UTILITY REPLACEMENT PROJECT 06/19/17 EIELDaoDK RENTON WATER KEY MAP DRAWING NO Planning/Building/Public Works Dept. 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Z .� (8"CONC E & W) M O z oo�n oN�a? �a�no z �N zazw 3 > oQ U zo vm 3•TALL METAIL G(R y Q RAIL W/ CONC 2zj COL / wP- O u;m� 41 c NOV ■ ¢ llii'• �' w / w I / k ago iDOUaD zw�M CS U N o f I m � LL J .- �I. � SSMH 1101 S 4TH ST RIM=117.86 COC=115.16 1107 S 4TH ST PARCEL: PARCEL: 723150-0295 (8"PVC S) 723150-0395 (PIPE N & E) NO FLOW CB TYPE I RIM=118.53 IE=116.33(8"PVC N) BOT=114.73 eD LRAJLJ QL v�j 2 Lai cl: QO a O O jW 'VZQ Q N D m a 'K V z'K En Z �Q vj C3 cc cc (S Lai 'KQL M'KLij hD d� ��KK U Z� Wo�n�¢c�iv=i� 2� $ W3W Uc�Itk WU �NVO W Oa D 03 CU O O R� tit 2mxO�JOK �V p j�ZK UZQ4e� N3 4iV V 42D2i 2h2 O�tiLJO�COi0 � W 6 :x Qrc l� QeLL,�e04�i� Vm +� 3FZ OUSLLJ �J��v3 �� V �O 2R 2 -W j 2D O �Q R 4KGn:nh-1:941Gn I Q I I Lai QLu a a W e' 2 4Vi V LZ3V 2 WQ2� D �. 2UDvWj ccO O 'K Q cc m , 3p O �� e y Q N yrC Q to j QIlk y XIt C 'K ��3cOi = O 30W Rm 2 'K Ftv~iZt 2a g� .LK J W W Q �rz Lj 2 §2 UWW� W'K O UUIu �•� U OQ aacrt� �En 3 Ue �'cinjc'ni a2 aaa a a y �il U Q U K V ^� J J o • Y) + N J•k J■ ;ti 00m ti U) I I ' U V4 a +Q Ir Uw x > 00 Qw0 W rr1>.v. 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WIRE FENCE e Q o > n I z. ¢wo " p > s Qvo oar w m oLLn •" � � I � o LLJQzo o� a z0U)cn �wz zw�LLL-z zJzzzzwmz0o<o << ET -> T w U w w z z} LL Q J W U z o w o J z z z m Q z> ET QOQ�zOLI zo OC z�QO LLj z oz LLJz O� Qolz Ul LLIzm �r z �o�Qawzn zwJ n1zomw}m> Z 0> cnw =mo>wo Eh o OF FIE a cn~ J —w m IL H Z WLU o � o C) (n N Q Lu C/) Q L �o Q 0 o w+ � U r D U) J J Z O W m v O o N zo oQ oN OI s r 6 m o Q Q o Q o > U Q a Elf IL w Q w Q 0 m m d' O c � U-wz:3 zo�x O w N Lu U Q O O Q NFU HZ-JZz Jo W-JaU UW O ZW�WH ceJ Q�O wCcvMa J � Q UN W Z O O00 z 0 cn w Elf min te88-LZ-Him I iOArOHd 1NAAAOV�c]AH Ainii l ��IH NOlNAH ]AVN 13drodd 0MQ'y}i0N -JQjDM II!H uo}uab\u6isa0 GVD\}u@w.o0Idaa u!0W @IoM SIOZ bZ8C0-LZ-a1M\sali,H }0af0Jd Ja}oM - C6-21imvimin jaicm BuNu!j0 - 2A\sLS al!H\:H ']AVN31H �i N 7 i w C) Q z LL] w 0 O Al rr- 1L In w LLJ J In LLJ rr- J z 0 LLJ rr- - a MATCHLINE: SEE SHEET W-5 - - • • - • • - • • - • • - g o a00, Owl r// 4 ULa- N N CB TYPE I N m RIM=284.22 CB TYPE I COC-278.52 G R RIM-286.55 (12"CONC E & W) I IE-283.45(12"CONC S) ) IE-283.35(12"CONC N) IE=283.25(12"CONC W) EDT-283.15 ± a PROPOSED SANITARY SEWER. n Q 1 SEE SHEET 5-12. 0 a I BENCHMARK "Q" NORTH RIM OF SEWER MANHOLE AT THE NORTHEAST CORNER OF RENTON _ AVE S AND S 10TH ST o I ELEVATION-289.40' h U I I NAP >0 Q M AS -BUILT I I / = w o STA. O+Oz.9, a4'RT RENTON AVE S= a STA. 0+08.4, z.9'L T S 10774 STREET I h I HJ N INSTALL: 1 - 8" 45' BEND (MJxMJ) W/ CONC. THRUST BLOCK IRON FENCE - ON BRICK WALL(TYP) NO MONUMENT FOUND CALCULATED POSITION N: 1 7487=057 E 1302285.0401 INSTALL: 1 - 8" 45' BEND (MJxMJ) W/ CONC. THRUST BLOCK 4 PROPOSED SANITARY SEWER. wP \ / SEE SHEET S-13. 22"CON i 3 WATEROVALVE C STEP BRIM-289.16 _COL WIF (g)4-6" CLU E ASPH /TW=286.76 OST DEC,___ \ 4)-6 "DEC LL WF 1 /DEC ACLUSTER 1 1L (2 1Q"D EG' 41E6"DEC - - ASPHALT o 0 14bEC� SSMH STA. 1+43 'R T!IIt -i 'R! RIM=289.40 INSTALL: COC-283.00 N & 1 - E) 8" GV (MI(8"PVC CB TYPE I RIM-289.47 IE=287.27(12"PE E) IE=287.17(12"PE W) BOT-286.27 1+00 S8835' 511E 319.56' WATER NOTES. • 6Q APPROX/MATE LOCA77ON OF EXIS7NG SANITARY SEWER 1Q 3' COVER MIN/MUM. (TYP.), UNLESS OTHERWISE SPECIFIED. SERVICE BASED ON AS -BUILT DRAWINGS (TYP.). SIDE SEWERS ARE AT APPROX. 2'-5' DEPTH. CONTRACTOR 2Q REMOVE EXIS71NG FIRE HYDRANT. SHALL POTHOLE IN ADVANCE TO DE7FRM/NE EXACT LOCATION AND DEP774. LOCATE WATER MAIN PIPE JOINT A 3Q CLOSE VALVE AND REMOVE EX. VALVE BOX. (TYPICAL FOR MIN/MUM OF 6' FROM SEWER CROSSING, OR AS APPROVED ABANDONED VALVES) BY ENGINEER. CONTRACTOR SHALL REPAIR DAMAGED SIDE SEWERS AT OWN EXPENSE AS FOLLOWS: A4 REPLACE EXIS77NG 314" WATER SERVICE IN774 NEW 1- WA7ER SERVICE PER STANDARD DETAIL 320.1. (TYPICAL FOR ALL -W7RIFIED CLAY: RE -SECTIONED WITH PVC PIPE SPOOL SERVICES) CONNECT NEW METER SETTER AND NEW AND FLEXIBLE FERNCO COUPLINGS COPPER TAIL PIECE TO CUSTOMER PRIVATE SERVICE LINE. \ 5Q POTHOLE IN 77-IIS LOCA77ON AHEAD OF WATER MAIN _CONCRETE.• RE -SECTIONED WITH ROMAC SADDLE INSTALLA7701V TO ESTABLISH LINE AND GRADE. -PVC. RE-SEC770NE0 WITH RIGID COUPLINGS OR A ROMAC SADDLE 7Q EXIS77NG WATERMAIN MUST REMAIN ACTIVE DURING CONSTRUC770N. INSTALL NEW WATER MAIN BELOW EXISTING WATER MAIN lF NECESSARY. AMERICAN SURVEYING & ENVIRONMENTAL, TLC (ASE) CONDUCTED AN AS -BUILT SURVEY TO LOCATE ALL WATER VALVES AND HYDRANTS. AS -BUILT DRAWING REDLINE MARKUPS WERE MAINTAINED BY LASER UNDERGROUND & EARTHWORKS, INC. BY THE ON -SITE CONSTRUCTION FOREMAN AND PROVIDED TO ASE TO PREPARE THE FINAL RECORD DRAWINGS. THE RECORD DRAWINGS REFLECT THE AS -CONSTRUCTED CONDITIONS BASED ON A COMBINATION OF FIELD SURVEY DATA AND THE AS -BUILT REDLINE MARKUP DRAWINGS PROVIDED BY LASER UNDERGROUND & EARTHWORKS, INC. AND SHOULD BE FIELD VERIFIED FOR ANY FUTURE USE. ALL WATER VALVES AND HYDRANTS WERE FIELD SURVEYED IN THEIR AS -BUILT LOCATIONS AND ACCURATELY REFLECTED HEREON. P • • RE SHOWN ONE -CALL RE ENCE ILITIES ON Y ACONTRACTOR OR R ® ALL FIELD LOCATE ALL EXISTING 1 800- 424- 55 JWILITIES A MINIMUM OF 72 HOURS Knowwhatsbelow. PRIOR TO CONSTRUCTION. Call before you dig. _/` 111111111 IRON FENCE CB TYPE RIM=305.34 --303.64(6"PVC S) IE=303.14(12"PE E) IE=303.04(12"PE W) BOT=302.44 REVISION tW ASPHALT 8 L 25 Dl W/ POLYWRAP N �- 6 12"PSD(R) _ rv_T�y�rm�mr� SURVEYED: BRIT DESIGNED: AW DRAWN: AW CHECKED: AG BY DATE APPR APPROVED: AG I I I I I � I I � I I ILL I\I I 32"CON § D N SSMH RIM-328.72 COC=320.82 24"COS I (6-8"CONC N, S, & E) iDI BIT D (8"CONC W) Elf P I 3+0 a B 16 VCP(R 4'w P - 4._. 6 CONNECT TO EXIS77NG 1, 4 SEE SHEET W-20 FOR I SCHEDULE AND DETAILS IRON FENCE CB TYPE I � o RIM=325.45 IGRANTAVE .25(12"PE W) 3 ROT =322.85 T FOUND I TEDN POSIITIONN N: 174864.3414 E:1302604.607 :WATER VALVE 000720-0191 RIM=327.12 TW=324.92 WATER VALVE RIM=327.96 TW=324.06 V) I W 3 I / o 0 Q o I U N J o� z � a N o o U I IDO SCALE: 1 -20 ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY FOUND 2" BRASS DISK WITH PUNCH DOWN 0.65' IN MONUMENT IN CASE N: 174720, 3797 E 1302605.5217 NO MONUMENT FOUND \ CALCULATED POSITION N: 174694.3515 E: 1302600.3024 VERTICAL: HARD 1988 HORIZONTAL DAD 1983/1991 DATUM z 0 20 40 1 "=20' I 3+38.7, 19.6'RT z zn z o c n•r ITT REMOVE AND REPLACE EXIS77NG F7RE HYDRANT BENCHMARK "P" TOP CENTER BOLT OF FIRE HYDRANT AT THE SOUTHEAST CORNER OF GRANT AVE S AND $ 10TH AT ELEVATION -332.99' II Y- I I I a L_ A, °s 90 - A9. DD� �d >} C T Y OF RENTON Planning/Building/Public Works Dept. KEY MAP NOTE. ALL PIPE SHALL BE BAGGED AND SEALED FROM POINT OF DELIVERY THROUGH INSTALLATION. DATE: RENTON HILL UTILITY REPLACEMENT PROJECT 06/19/17 FIELDBOOK: BAGS S 10TH STREET DRAWING Na: STA. 0+00 TO STA. 3+20 W-4 SHEET: OF: 12 88 W 0024 z W Lu L I ( I o¢n w Q o 3 WP ` D�;I I/ <� I tl• Z S VV// iw < rn N M mw Z C) N Q Q W O IA o ASP clI p� ILL WW hW o 000000 0 Zm hW a !r >o Q J O zvO l I U o c, W P yarn � •I� I N M _ S O I >O OO/ QJO GRg GA P I�r, � o SV 9 SV9 ea w 3,4 - sV svo v ro a m OT12"CE- C_z G Z ao oWo � �4141 I '1 warn , W,O 2' TALL BRICK U h h I COL l O (00 I � Q = O Q w Eh:Q o ~ Q Z O O w Z H z W L L z Z w J z z LLI U- Z O Q O (n JJO O=LLImJ� Qz Jzz� z z zO w Q Q z w� Q O Q J z> w O ff_ w z Z� O Q J Q J z O w� O m w LLI zOowU Q�z U)LLLLI u mHLI Q w � CA Cn Q Q w> U) O»r U)VE Y] 0Q�Z � O ` mmzaO m HT w >� o Z U cn O Dz z wz Z� OzO wa=~QQ _TzED>v)>z uQ LLw Q O O w= T� w' O J w W zmzz>QOOw azOQzo mQ O m w LrLIQO>Ulh�CDwrOUw>LL > rHLI Zmz�wZzcnmw z QcnCE�zm n � w Uvcnm0Q�z�EL EF< EP O�a]0-U�OQQQO_>QQQ U>_> LLI � Q oLLI Q� SSMH(R) BURIED 14" D NO MONUMENT FOUND -� CALCULATED POSITION N: 175227.0928 SEEL E: 1302293.9905 G ARD AIL 7 2 p p� I a0 I h 20LLJ � I � C4 o3Q ti QWLu oyR I 0 I z I U I I I �Y I mm �En I j "Q J R Q co hl I � I r CB TYPE I RIM-284.22 COG =278.52 (12"CONC E & W) a I I I I I I I 3 I WATER VALVE RI -30282 TW-299.32 WATER VALV RIM-300.5 TW=298.5 a a d U Q. "I I � (L p N 1 � U C a h w 0g+ 1_1 3 Q O 7 m Q N o 7 � U a Y I EL d 60 BURIED HOLE (V) o w N Q zWo W C) o zap warn D' N M � I .II I I CV 1i \ \ QW 4-L-4 I ye 01 1LS r5 � 4Qcd J J Z p i Q W W W Oe0 z 2 �T 2 zlm a Q BENCHMARK "G" SOUTHERLY MOST BONNET BOLT OF FIRE HYDRANT AT THE NORTHEAST CORNER OF S 9TH AVE AND RENTON AVE S ELEVATION-306.63' WATER VALVE / 816 S 9TH ST RIM=302.77 .•gyp PARCEL: SSMH TW=299.27 d�� 329470-0111 RIM: 8" PVC (E, W) 12"DEC - CB T 6"VCP (N) ASPH =302 ( COG: 308.81 DRIVE IE=300. 6(8"PVC S) CB TYPE I _ ;0(R) COC=301.31HEDGE _ GRAVEL --� DRIVE CRASS c GRASS Omnivm� mi 8 PVC S ATER VALE V) TW=303.39 8"W P OHC�_ GRASS P U � S 8"PSS ° p 00 � 3 r � 4"W F Cj 'ALOE _ a S 9TH STREET 62 e� o d-w z CO � (DEDICATED PUBLIC RIGHT -OF WAY) \ 1. T P P GAS GZA GAS ASPH GAS GRASS a RIDGE) 71 12"PSD R 0 ASP 70 WM ' a DRIVE -3. GRASS CB TYPE I ° RIM=30L28 " =299.58(8"GONG CO N) -299.38 CB TYPE 1 TYPE 1 ' RIM. 310.91 VE A eAVE IE:310.01 (4" CONC S) RI RIM: 31299 A 310.99 (12" CONC E) I CB TYPE 1 BTM: 309. 01 IE. 311.59 (4" ADS) RIM: 308.29 EAVE SAVE IE:310.49 (12" CONC �n�� E: 30 49 (12" CONC E) BTM: 309.89 �E: 306.4 12" CONC W) I N TM: 306.19 1307 S 97H ST �� z O PARCEL: w U a 329470-0120 1313 S 91 a rn PARCE o N 329470-1 C 12"�C�QJ DRIVE - o14"CH3J a LAJ CQ LQ LLJ K Lai ca J zi m I U M M a..• U10• I� Q � h SSS(R) J O V s (jV I Q Q O Q 2 3 2 V o LIA ti SSMH > ^ 0; RIM=289.94 1� � F. Q COC-280.74 Y Qc k SIC (12"CONC N) 4) Q Vo h (8"CONG S) 41� �f �•' g zl � a N 41 CR N (pQC9 ¢ Ne00 ;t�jJOmhro J < �� I l-Z I I tici I I 8 h 2 h 2 h 2 I Z O N J ^O Hi 4N�H� j E o arl ct rn vWi �N 2" 1Ia 8" R hh OW i Oh Q N w W Q ah > U I 00 OO/ z¢� wILrn N M V, En En CB TYPE I RIM-286.55 - ----' IE=283.45(12"CONC S) IE-283.35(12"CONC N) IE=283.25(12"CONC W) BOT=283.15 BENCHMARK "0" NORTH RIM OF SEWER MANHOLE AT r THE NORTHEAST CORNER OF RENTON AVE S AND S 10TH ST 3 ELEVATION-289.40' V/ D; O .. 0 2 h OO U I O oW Lcini 22"CON WATEF�VALVE C STER ZRIM=26.76 �L WF (gDEC CLU EC /TW=286.76 OST DEC;__ 4)-6., /DEC TTEF I-V DE91 �y1F 1i(2 4`6�DE( 111 (P) - ASPHALT IRON FENCE I Pam' .. .\ te88-LZ-dim iOArOHd 1NAAAOV�c]AH Ainii l ��IH NOlNAH IAVN 13drodd ep D;WD; �Op ti 0_ h UW�Q a-: kayQ a o o �� 1u2¢p. 2�.6V2�pQp � Lei 2 p2 c¢i1Ch1 �0;�4�i� � e a rv� p vv=i�i 222 � � W3W �d'NUV� 2 Oa � D;WU Op 2��a V� W � ti22 O h�O hQW �V � RQaQ� �� WCOi c� W 2h2 2 a�2Q 0;2 W 2 �2Q OO��O�U1� �� R �`� �meo Olu�u pk � 41Q 3c�3 2 41 h QuWi�Q�l2ilh�h� vZi��a�ovp�i �I Q i' Q. CC WVW a I a D; W Q e '' 2 zci _j 3e i U_ W LZ3V 2 h � W -4 Z pc h Q SNy� pQ WW W2 � Q he � Q = O 30WV �m �R.F Q Z G: 0'h �p~lu o4hi 2 e ~i2a � Q�v� � � h z � p � W QW W4U� Z� 22 Z 3 ►� � UQ ��8 a2 aaa a a / I ASPH _ OO+I a 1 ,99 6l2 3„9Z,S2.885 � - �12"PVC(R)� 4-M 133HS 33S 03 03 rO CC O w Q H� nIL LL 00 ELF O W O w 3 � w � o `+ (1) W LU Z O �O O ~ W o J J_ 2 0 Z W o �=o oQ oNElf s m am oa a oa oa a d Q w Q O r mElf z O m w OMQ'y}ioN _Ja}oM p1ry uo}u ab\u 61sa0 OVO\}uawwoldaa u!oW as}oM SIOZ bZ8C0-LZ-2i1M\sali,E }aafoad as}oM - C6-a�\6}pi,}D as}om fiul�u!a0 - 211M\sA5 al!j\:H '3 WVN3TIE n 3 0 0 Z N 04 _ II SSMH RIM =270.95 COC=266.45 (6"CONC N) (8"CONC S) (12"CONC W) (10"CONC E) SPII��Id� dH0 SSA -��+z R' -OF WAY) ' H Mao TYPE 1 /�/� I M 268.35 66.45(8"CONC E) 65.85(8"CONC W) 1221 S 7TH ST 10=264.45 PARCEL: 329470-0075 II 1 I �N � J O a N r 00%o I WATER VALVE RIM=306.37 TW-PO4.37 CB TYPE I RIM- P02.74 IE=300.54(6"CONC W) m' ASPH / IE-300 54(8"PVC E) BOT-300.04 136 LF 12" - GAS - rt 1 AV GAS � �} 8 PSD R CONO A DRIVE ON CB TYPE I / E N RIM=302. � IE-300.68(8"C E) W IE=300.38 ONC W) V N BOT=299.38 Z FOUND BRASS NAIL IN Q CONC DOWN 0.60' IN MONUMENT IN CASE o p N: 175877.4200 ti E. 1302310+3249 w O > �J \�• vl p r i 2 a .. o 0 N y o o„C qca n O4WI 2 maN as M a y k o W U � Q i W �14, J +ii ,ate 14"ED w > I > n w Q o IT oan M C \ way � rn M 0 w Q I Ia, w Q..o zw� > w �QN I Cs am 3 N I j M L-M133HSMS -..-..-..-.. - I U 02 00 Q FZZ W g I W32 / O J Q.. 0 W=p OU aO > I 222y4pi OWU a % ZN >o� ?'T VALVE CB TYPE6.49 3.99 RIM=306.83 E=305.23(6"PVC W) dclFKrz 11 GA '' GAS sef) = 8"PSD(R l-,. II; I ° I '�O a SS U,w WATER VALVE RIM-306.90 TW=305.80 S 7TH STREE 00+4 2� CB TYPE 6 ,68'6lD M„LZ,6S.68N RIM-307.40 �� (DEDICATED PUBLIC RIGHT -OF WAY) -" IE 304.80(8"CONC W) `P 4 CW WATER VALVE RIM-308.01 _ TW_306.31ca - O 00 lo/olo�o J ryz r �A,p z Q / 700 RENTON AVE S p W N p PARCEL: D--3 Q / 329470-0080 v O / ce TYPE Iy N Z W % RIM=306.47 p l OLai U E=305.47(4"GONG E) y y IE=301.57(8"CONC S) O IE-301.47(8"CONC W) W BOT=301.27 �th w N Q� d• ZW01 J z 0 / 0a^ warn ~ Z 0 0 m Q Q 0 zOUI IN F_ W Z li~Q W LL Z / o r` z z W J Z z w U- Z 0 Q- O (�JW0 =WOR a��o wvEY ROHP W �w�rU /5S/Ao�JS ccc CB TYPE RIM-306.13 E-303.63(8"CONC BOT=303.53>C OU G(R'�ac14) Q a En �a A-m•_�gy�mU l WATER-��D,A V/A/ Lo VE RIM=306.48 TW-R04.78 a_jNWm "to �Zy�Qy2 he a �a z>I mMNOo _JW wam S CO(R) U> c o>ooz U >Q aW Ooof 00 O` NLL z LL OL_W W Y W U 0� Q Z >z 0wLLJ 0M�aazwzQ mm0w0UzDw>OJL L70U QDU)L�z�a 0 Q Q WQmQ }�7 z 0> V7 EE m CYQ� O U) N�e wm mzQO OOLLI LLI OQU�Q � D=Q W� U7QI-W W�QO 1-Y,OJW ZZ OQ W zQm> UQ QWU WUQ O 0U0 > D-Z Q D" 0 w ZlW >Z oQ OU( zQQ 0 Z Q D' ED U D w QU 0 UOOzWQ0-0 QWZW= = WOWrJQ \ � >YYW � Zw� W O L�El� �'P, r U 0, rcl� U O< <0LLI )LLQQZWUQyp QU>W LLw'QOWQQ 0hP IL SD N d Q JO o ' z u > oQo^ WP > Wdm 1 - - • • - • • - 9-M 13314S 33S *3114IlHOlY14 - - • • - • • - �Z88-LZ--�IlM iOArOHd 1NAAAOV�c]AH Ainii l 71H NOlNAH ]AVN 1DNFodd QO QaQQ Lu W4eo•. a °o jW � �W2 Sn W Q h Om ¢v'v�30 v �Q <n c5 ct: -j Q W V � 2CLWXQ5 � cc � e PC cc WOE j�C3¢Uhy 2? W3W 2OpN20 a p� W LAJ �22 LJ O�yJQ3�U �W �!i y�2Q eO�22UW n1 2Z�0 En 4aQ02oQ0OQ2� �'W Jj WV� W �meo232I pk W W� 3v3 OUy_�73 LAJ Li V �U 2�2 a� QU�WW �p O �� y2CQ Q �2im0 SI Q I� WI o; 4xlCOiLai a a 0; W Q� 2 � 3Q Qc LL K ' W 2U0� � � SN W pQ f/1§ (t''j Qj CC W W 2 W ��W ea 'K Qc �K Q 2 y S O 3p3v rzm W W e -K20� Oh �� \U~W �W e Q IZZ V)En �i i a N 2 y�OJ O Z � W Q2 I �Q_ OQ U OQ aCc� 3 vQ vWiU a2 aaa a a \ cc 4D3 Z o J�Q W J y�ti m l J pW 2 'K pOCZ1 iU � O L1J W U) O U LIJ T Q Q cn 0 0 O z `+ J Lu LO m Q D W J J_ 2 z 0 L1J I s 0 om a a oa oa 3 0 a 0 d d Q w Q 0 0 n z 0 w / 0 EDI \ 3 F- = O :9 W N W o Q p 9 F a�Ld Q2� N >: U 2 I=Z_jZZ no w 0 Q 8 0!!:! O Z W W F F J o o R LLJ _ w wIrvWa J � U Op 00 D_A ® O T � o w a 0 O C ;iO I �I OMO'44�-N 1a4DM IIIH Qy3\yuawa0DIda, w.DA JaaDM SIOZ bZ8M-LZ-?iM\sa11H 13@Fcjd Ja4DM - LZ-2im\Ruim jalDM bw.vuija - ?J1M\SAS DIIL\:H :IAVN3\IL AR N 1• 9 LLI Q C) z w w 0 OT In 1- LLJ 75 LLJ J In LLJ rr- J_ 2 0 Z rr- a w SEE SHEET W-1 U Q J N jCd( oz Q c o ww V dN r: U w z Q o r a o d O a aO a EAVE CS GO 4P w a IL) d' 0a 'wo o OU 0 w rRE p I w ;I C CRyy I z ,Ji o CONNECT TO EXIS77NG 8" 0/ 10 m SEE SHEET W-21 FOR FlT77NG SCHEDULE AND DETAILS WATER VAL RIM=237.3 TW-233.4 MbC � BLRD = w � o a o WATER VALVE o RIM=237.78 � TW-236.18 MOD D Io U `w n SSMH z RIM-237.97 COC=223.87 o z g (12"CONC N, S, & E) . o O Q, SDMH RIM=238.32 IE-234.82(12"CONC E) \ IE-233 82(12"CONC S) \�•�' BOT=231.52 I I I I I AMERICAN SURVEYING & ENVIRONMENTAL, LLC (ASE) CONDUCTED AN AS -BUILT SURVEY TO LOCATE ALL WATER VALVES AND HYDRANTS. AS -BUILT DRAWING REDLINE MARKUPS WERE MAINTAINED BY LASER UNDERGROUND & EARTHWORKS, INC. BY THE ON -SITE CONSTRUCTION FOREMAN AND PROVIDED TO ASE TO PREPARE THE FINAL RECORD DRAWINGS. THE RECORD DRAWINGS REFLECT THE AS -CONSTRUCTED CONDITIONS BASED ON A COMBINATION OF FIELD SURVEY DATA AND THE AS -BUILT REDLINE MARKUP DRAWINGS PROVIDED BY LASER UNDERGROUND & EARTHWORKS, INC. AND SHOULD BE FIELD VERIFIED FOR ANY FUTURE USE. ALL WATER VALVES AND HYDRANTS WERE FIELD SURVEYED IN THEIR AS -BUILT LOCATIONS AND ACCURATELY REFLECTED HEREON. WATER VALVE RIM=236.84 TW-235.44 WATER VALVE RIM=237.83 TW= 236.13 CB TYPE I RIM-237.69 E=235.69(6"CONC E) IE-235.49(12"CONC W) BOT=234.99 w 630 CEDAR AVE S i PARCEL: " 722140-0230 INSTALL: 1 - 82. BEND (MJxM✓) W/ CONC. WOOD THRUST BLOCK MHb RAIL 840 BN0 I I I I I I I - ASPHALT _.Rt, ASPHALT 12"VCP(R)� c 8"PSD(R i \ STA. 0+00.0. 18.51T S 77H ST / INSTALL: - -1 - 8" 2V2. BEND (M✓xM✓) W/ THRUST BLOCK CB TYPE I • >. RIM=238.47 �. IE-236.87(8"CONC E) IE-236.67(12"CONC W) BOT=234.47 CB TYPE I RIM-268.85 IE=267.15(6"CONC E) IE-266.95(6"CONC W) MUCBM� _ - - 10"CON PROPOSED STORM DRAIN. SEE SHEET SW-1. ��/////� 1209 S 7TH ST PARCEL: 329470-0005 WATER NOTES: 6Q APPROX/MATE LOCA77ON OF EXIS77NG SANITARY SEWER Q1 3' COVER MINIMUM. (TYR), UNLESS OTHERWISE SPECIFIED. SERVICE BASED ON AS -BUILT DRAWINGS (TYP.). SIDE SEWERS ARE AT APPROX. 2'-5' DEP774. CONTRACTOR 2Q REMOVE EXISTING FIRE HYDRANT. SHALL P077-IOLE IN ADVANCE TO DETERMINE EXACT LOCA77ON AND DEPTH. LOCATE WATER MAIN PIPE JOINT A 3Q CLOSE VALVE AND REMOVE EX. VALVE BOX. (TYPICAL FOR MIN/MUM OF 6' FROM SEWER CROSSING, OR AS APPROVED ABANDONED VALVES) BY ENGINEER. CONTRACTOR SHALL REPAIR DAMAGED SIDE SEWERS AT OWN EXPENSE AS FOLLOWS.• A REPLACE EXIS77NG J/4" WATER SERVICE WITH NEW 1" WATER SERVICE PER STANDARD DETAIL 320.1. (TYPICAL FOR ALL -W77?1FIED CLAY.• RE-SEC7701VED WI7H PVC PIPE SPOOL SERVICES) CONNECT NEW METER SETTER AND NEW AND FLEXIBLE FERNCO COUPLINGS COPPER TAIL PIECE TO CUSTOMER PRIVATE SERVICE LINE. 5Q POTHOLE IN 7741S LOCA77ON AHEAD OF WATER MAIN -CONCRETE. RE-SEC77ONED WITH ROMAC SADDLE INSTALLA77ON TO ESTABLISH LINE AND GRADE. -PVC. RE -SECTIONED WI RIGID COUPLINGS OR A ROMAC SADDLE 7Q EXISTING WATERMA/N MUST REMAIN AC77VE DURING CONS7RUC770N. INSTALL NEW WATER MAIN BELOW EXISTING WATER MAIN IF NECESSARY. P • • RE SHOWN ONE -CALL REFERENCE ILITIES ON Y ACONTRACTOR OR ® ALL FIELD LOCATE ALL EXISTING 800- 424- 55 JWILITIES A MINIMUM OF 72 HOURS Knowwharsbelow. PRIOR TO CONSTRUCTION. Call before you dig. 111111111 //VJ /ALL 1 - 8" 11Y4' BEND (M✓XM✓) W/ CONC. THRUST BLOCK I/VJ [ALL: - 8" 11Y4' BEND (M✓xM✓) W/ CONC. 7HRUST BLOCK SSMH RIM-270.95 COC-266.45 (6"CONC N) (8"CONC S) (12"CONC W) (10"GONG E) ,.. 7- STREET Jc(g+00 6"W C R' -OF WAY) Owe' ° H MOO - \ ASPH CB TYPE I �� '///�/�/ RIM 268.35 IE- 66.45(8"CONC E) E= 65.85(8"CONC W) BO -264.45 221 S 7TH ST PARCEL: 329470-0075 136 LF U N � c) I UO UP / Qa Ef d N ll/< WATER VALVE RIM-306.37 TW-304.37 CB TYPE I RIM-302.74 IE=300.54(6"CONC W) IE-300.54(8"PVC E) BOT=300.04 z 0 20 40 1 "=20' KEY MAP w 0 > m Q Y�///i N / O 9 CONNECT TO EXIS77NG 8" DI SEE SHEET W-21 FOR FlT71NG ¢" � �ON SCHEDULE AND DETAILS 1 w II II OR U WATER VALVE PROPOSED STORM DRAIN. SEE rn � RIM-P06A9 CB TYPE SHEET SW-2 • ST TW=305.99 B RIM=306.83 E-305.23(6"PVC W) b s MHO- aces"i - ]HU- - -dH6' -dH0 W PP 3"W 11 F Z�- WATER VALVE RIM=306.90 2� mw Q TW=305.80 ET mw Q =SS �RIN 12"VCP R -5 m G1 0 S 7TH STREE PE IP s`_;w GAS 3+nn 4+00 26 8' PSD() 6 CH TYPE �N89'59'27"W 319.89' 8 PSD R a \ ) + ,RIM-307.40 MMW (DEDICATED PUBLIC RIGHT -OF WAY) CONC L E-304.80(8"CONC W) DR NE° a'G 1• 014'CW o \ E WATER VALVE RIM=308.01 �16"CON �TW= .2 T TWW=306.31 -CB TYPE( ( N r - RIM-302.58 4 IE=30068(8"GONG E) IE=300.3 GONG BO D- •. j BOT=299.3838 FOUND BRASS NAIL IN 4 CONC DOWN 0.60' IN / 4 .a L, / 700 RENTON AVE S MONUMENT IN CASE U PARCEL: N: 175877.4200 MU 329470-0080 E: 1302310,3249 / W( P ' C LH / CB TYPE I PROPOSED SANITARY SEWER. .. o = p / RIM=3o6.47 GAS _, M?C IE-305.47(4"CONC E) J � SEE SHEET S-4. D w E o o CFT IE-301.57(8"CONC S) IE-301.47(8"CONC W) w a rn A%( BOT-30L27 M R SVC O a � j LLI �y > N GP(y8-G R w o 00o { ° Q w�� ✓�1 1 1 3: 4 M 0 P �j � � D(R)OFIP 14" ED p w co SS<V) > > w I > Q TiP �j o o c"'.: of SVf R Sb`.� 4 w >co o' ^ MbC11011 warn wo CE N I 00U OI o n o W( ) '¢"t I\ �... °U warn w 4 I Q M w / O I ? 4 PROPOSED SANITARY SEWER. I P GAS SEE SHEET S-5. YA � T - • • - • • - MATCHLINE: SEE SHEET W-6 - - • • - • • - N07E• ALL PIPE SHALL BE BAGGED AND SEALED FROM POINT OF DELIVERY THROUGH INSTALLATION. SURVEYED: SCALE: DATE: BRH 1 „-20, HORIZONTAL DADV1983/1991 id RENTON HILL UTILITY REPLACEMENT PROJECT 06/19/17 DESIGNED: - C O� RENTON PIAEG°e°oK: °R"w" AW S 7TH STREET ONE INCH DATUM DRAINING Na: CHECKED AT FULL LL SCALE Planning�Building�Publlc Works Dept. STA. 0+00 TO STA. 5+00 W-7 IF NOT ONE INCH REVISION BY DATE APPR APPROVED SCALE ACCORDINGLY SHEEP: 1 of AC W 044 N 1• i I— z LL.I 75 L L] CU Q J L L] I J J z O L L] I -dHO dHO am EX. 6" DI 136 LF (TO BE ABANDONED vAS GAS 2�'�E IP �A�P GAs „ I —� — I a O a ° d a �a a i ja a � � O �-16"CON w -------- ------ �— w 1 4 S. 7TH STREET 2 11 ILIF r T - 0 L4 dF a a mmrINi 3)NWI "INV- 1 dHO S. 7TH STREET SEE SHEET W-21 FOR — GAS GASC 1 2» G GAS — EX. 8" SD + N a EX 12 DI a a o o a Q °a Q wm a Q �a E 4+ I3121 310 1... SECTION A -A: RENTON AVE. S. N0.7EM PROVIDE 0.5' CLEARANCE BETWEEN 8' HIGH PRESSURE GAS AND NEW 8' WATER. MSTALL 8" 11Y1 OR 22V VERTICAL BENDS / CONCRETE BLOCKING IF NEEDED. OTHERWISE, DEFLECT PIPE TO ESTABLISH GRADE ©INSTALL e' 11Y4 OR 22V VERTICAL BENDS W/ CONCRETE BLOCKING IF NEEDED. OTHERWISE, DEFLECT PIPE TO ESTABLISH GRADE DEFLECT PIPE TO ESTABLISH 30 COVER. 308 I .......................... ..........1 LU LUof i U) 2 U) Q _ m : W 312 ......� ...... cn o � o o......3.............................................................. 310 ................... I ............. �DUSM GRADE AT III.... I 308 I C'flaV ......... 113061 A .. 304 ............. 0 / � PAVEMENT NEST EDGE 3O2 _ ......... W (To BE gBr,NDONED) i EX. 8 W 302 EX. 6_ W (7D BE A@ANODNED) _ _ EX. 8" 3 E` 2 300 .......................................:..... ............................. o..... .....................:......................... 300 W w z a W aQL a03 W h}� 413J•W J. a 03 ^� �472 + Z oho 312 W ..... ' �........... ..... � AA 312 :.............:.............:.............:.............:..........Q .. Q W.o.�. ..m........................:........... �f �f +"i Ni uS �f0 uS �� Hi .N h h., W m.. ..�. y •LiL6�� yPNrnrn� al..¢...e.z :o Q oo:ll II II EX2'GASOSOU7H v o rn rn rn rn N N N• c� x� W w w EDGE OF PAVEMENT `.:N N N N :^_ N II II I� e W LL{ I� .tn E �.x x x p 0•II II II II O II WN N j N � k;N N �--- .r =:Il�m~W ��a x x x RA x x W 308 ��:aa�a ��`� � � 308 ............:............:.............:.............:.............:.............:...................... ... h� .•....... ham.. h.ro.•.. �_ D 3 4 • :.. .............. 3 04 EAIS77NG GRADE: AT C NEW @ 2 0.5 WATER 3 O4 ._ EX 8 W ....................................... 'S�W. aNED)..... 300 ,.�x, ND ........................................................... 300 INSTALL 6' Q-52 DI W/ MEGALUG " E3P 7HRUST:RES7RAINT. (10 EE P 2• 1 � � � • � NEVI � 55 :.............:PRDPQSED .6' . .................. ,,. .�.. Eft. 10:.......... � .... ........:...... w .. . �a2.d. 296-52 D, wA7Elt 296 Exam GAS O SYX/7H •' 0 o N o m 292.EDGE of PAVEMENT .. ......... : W 2 w w 292 EJL6' W ' (70 BE REMOVED) ..�. . 288 ,,, 288 N y 2+50 •iul—.800-424-55 ONE— CA L L RE EING R NCE UTILITIES ARE ONLY. CO THRACTOR OR ALL FIELD LOCATE ALL EXISTING PRIIOR TOCONSTRUCTION.MINIMUM CO N72 HOURS now. what's below. call before you dig. 3+00 10+00 10+50 AMERICAN SURVEYING & ENVIRONMENTAL, LLC (ASE) CONDUCTED AN AS —BUILT SURVEY TO LOCATE ALL WATER VALVES AND HYDRANTS. AS —BUILT DRAWING REDLINE MARKUPS WERE MAINTAINED BY LASER UNDERGROUND & EARTHWORKS, INC. BY THE ON —SITE CONSTRUCTION FOREMAN AND PROVIDED TO ASE TO PREPARE THE FINAL RECORD DRAWINGS. THE RECORD DRAWINGS REFLECT THE AS —CONSTRUCTED CONDITIONS BASED ON A COMBINATION OF FIELD SURVEY DATA AND THE AS —BUILT REDLINE MARKUP DRAWINGS PROVIDED BY LASER UNDERGROUND & EARTHWORKS, INC. AND SHOULD BE FIELD VERIFIED FOR ANY FUTURE USE. ALL WATER VALVES AND HYDRANTS WERE FIELD SURVEYED IN THEIR AS —BUILT LOCATIONS AND ACCURATELY REFLECTED HEREON. 3+50 4+00 N07E• ALL PIPE SHALL BE BAGGED AND SEALED FROM POINT OF DELIVERY THROUGH INSTALLA710N. SURVEYED: SCALE: DAIS: BRH VERTICAL: NAVD 83/1 RENTON HILL UTILITY REPLACEMENT PROJECT 08/15/18 HORIZONTAL: NAD 191988 1 DESIGNED: 1 "= 1 0' rL AW S. 7TH STREET Qa RENTON AVE. S. F1EL0e°°K° DRAWN: RENTON g° WATER MAIN PLAN & PROFILE PAGE: AW ONE INCH DATUM DRAWING N0: CHECKED: AT FU Planning/Building/Public Works Dept. W-7A AG IF NOT ONE INCH NO. REVISION BY DATE APPR APPROVEOA:G SCALE ACCORDINGLY SHEEr.15A°F89 IWI-1013181214F wdN / O m N (a> z O N NN �� a r O > (L O — B-M 133HS 33S :3NnH31VW — • • — • • F, cw Ib co U U a o ^ m QO = J 2 0 o o a z Lki J (6in a m l JqL3L J'K U LU J w < z > O m IL Q 0 / U zwo G O o �aN(a � S ^ m J Qz Q =� <Q ¢a mom w � w > Q ¢ cc,_ o zwo oofo� W dN�: ^ U rn Q . 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N O 'm Q -L;o SCo 0 o v) w Sarn � � CL I W CD MIN GRAS U W CO p � I d° > IX w Q U z O U w ILn <r- m � II o • UrwIM � I • rr U � Y zo I o� JQ a wl U u U JI ( i O G o w O M o w 2 V o Q Q O / YQn / oxz ,4•C Sam Uo� O M Y m J a m U Q I l � U Lij- e� N w O Qw O / 2v) ff o n M / ILL, o - O Z � e3 10 N N 4Q S+ I 0 (D 4! 7 Z CB TYPE I I IK RIM=361.45 G; IE-358 95(12"CONC E) o Q D Vl N aCD Ln 10 wI e Sofo I� P dM O O aLLN01 Nv1 RL -�•w: 2 J N / 43 cw wO° �aW 8 w� acn tpevaQQ v4i a 230 z W ao � 20W2ep Q En co 2o2-KoQo 2 �2 ro �n�v J U e =II�MII cz Q �owwg ZQ4iO3vyijy U Lo CX6 41 1pu 2 C9 Q 3 N S W �tai .I 1c 2: g 62 rcizo OjN2pl�u0Q- �j W I�22 SS ZmNK--K 4 W LuU V� Oy�p one (n0 � �e Re4e��2�2� 41U U W 2v~i2 V�Q2W0I�00 �Z p Q� 'K Qoo Ope Jpp�iU'K -K v, 0LLN gmQ�OeoLWu� pX Wuj 3v3 �a� �Suj ��Q�W� 2 "Q g� 200 aPC Lu p O �� fat 'K2paL 'OR M&I SZ U 0 k 'W /, a vI v) vI J � a1 v) I e I I D; Lu U (u a I N �eW 2 a a ¢ �p2 e 0: e� W? 3e Z w m V Q a ci w ` \ s w� Wy W W'Kcc UU �Oti vI �- 2Up(j 1 O;W 0 o O`u x eK ee o . (C E w ai I y U m o u � � _w w � I O $0 OL oQ cn h ) Li E15 11 e W y\pc W 2 S a o , 'K W ct LU'3_ Q J QO:xO pX M W Lu 3�2o UQ m `. �(n \K~41 OW a 2 QQ �y2L (tgQ w .rt 1 2 cn cii` O LU J LVo W 0. ; 2 e �0n�wzcnoe UWW� Je 1�zzzmc�o p O W p U eUULu "�oo M e Lu �m 4�i��0 Oy 2 Nmm 3 Ue �LvilviU o [p (O `iU � z ��o coO�U w N � Qaa V• a h a W w II rJ SOS - cn Q � Y > Lai I 'I SS )S w Qwo W > > _fro p x c� w Siqc a m 2 ~ M a W It I 0' SDMH p S Q RIM=364.04 0; a I IE=360.84(12"CONC E) I, ~ o [E-360.74(12"CONC N) -11(n Z r J W z a L Q=o Oo a Q z O �wz L- W DLL z z z oJ000=Jmzoo LLI <0 -Q r- >mU O W m El,U W FL]m O m m= O J I- W m W O W J J Q U O W' Q m Q z> O J U D m m o z J Q O m 0� 2 O m o w m zooWUoaoo(n�om - F-Q�� W[ n 'A' LLJ Q a W J V 7 O»ro(Wnr OmSm0azz O m o OF RE z Q O U)� m w W zInLno0Ln 0 oQED oQ~o > n z - V 7 Q L- T W O Q 0 O O m z Z>�>~ 0 Q ELo Q U }(n�Qm0� (n Ow W W Q EE- U m O O 0 U W> IL Q= m z W U> z m w -zQD Q m CEo Y Q 0Z 0, (mj7m Ymt]J z W Q lr O o O lr m J W � z W lr0o�000000=W W z W zmmmU I O=�)-IrU �OQQQO W (nLLQQz W U Q U > > W Lamar QO> W QQ 360,641,12 CONC W IE=358.55(12"CONC S) BOT=359.84 a W . IE=358.15(1ADS W) > CB TYPE BOT=357.35 ¢ S RIM=363.49 01, p ys 'a (Ah V) d, m IE-351.49(8"CONC S) a W O !V ti o ti-. LL IE-361.49(4"GONG E) _ (g 1g w o W En a o y IE=361.39(6"GONG N) 4 Z Oti CB TYPE Sv �. a IE 36L29(12"CONC E) 1412 S 9TH ST a Ltj RIM=362.09 0 o^ I � IE=361.19(12"GONG W k _ i PARCEL: O J IE=358.59(12"PVC N) =arn W P BOT=360.59 W - CB TYPE 329470-03p2 = 358.59(DIVIDER E-W) rn N w RIM=372.43 O. V) 358.19(12"GONG S) n a r a a > U \ IE=370.03(6"ADS 14 PARCEL: S Q O IE=369.93(12"CL BOT=358.09 w j N r J -'Y EAVE GRASS > • � `IOII SSM 329470-0372 W q BOT=369.43 GRASS EAVEN\-<\ ',8" EC;' v-364.20 �O - 'I•I L'O' COC=359.15 SSMH F w N SL (12"CONC N, E, EAVE rr _ ESCAPE ESCAPE 3 SS (6"GONG SE) > RIM=373.31COC=367.91 UP BRW P RW w I CLF QYq co (6"PVC N & S) dHO dH0 W dH0 (8"PIPE E & W) Lki00 ASPH GRAS 9 GRASS nun dH0 0 SSS R dHO " '. '. ... CLF CLF -r . 0 12"PSD R 7775S 01{p •°` DRIVE U 41 �12 P D w - V' ^ "P BORH00 �12 PSD R: GRASS SWALE GRASS m 4 W P WATCH" P w 30:DWY'. ; N F OO+Z R � 8"GONG R lil Lu z ASPHALT 00 VI OO+q - x a Nips (DEDICATED PUBLIC RIGHT -OF WAY) ,E6 61,2 M„S0,9f.881 (n z N w Z m 2- G P = RASS 15 DWY N C SV9SV �'..,. N a GRASS GRASS G OR •' E 7 j' a 4'Gw•• ;. .. 44CW a + A s R �12"PSD(R) GRASS �, 2 o N GRASS W W P) -� ASS GRAVEL LSCAPE f A CAPE 12'DEC / C7- 2"PINE LS PE LSCAPE7 FOUND TACK ON IN LEAD DOWNCASE S' E /L' 1511 S 9TH ST ' 1.60' IN MONUMENT IN CASE 5 8� Ijw � • BELOW ASPHALT 901 HIGH AVE S la `r PARCEL: ' U - ^^rn 329470-0381 N: 17521 L4179 PARCEL: / w rn z w m E 1302933.5712 329470-0290 900 HIGH AVE S>- PARCEL: II o O II CB TYPE II o RIM=37Z00 n 329470-0380 ol a m m IE-368.30(8" NO E) WATER VALVE °' IE=366.20(8"CO C NE) RIM=364.28 c\J N IE=366.00(8"CON W) TW=362.18 co co rr C F III III BENCHMARK "E" W w .. -.. -..-.-OL-M133HS33S 3NnH31VW- -.. -.. -.. -.. -.. -.. -.. -.. -.. -.. - tZ88-LZ-Him iOArOHd 1NAAAOV�c]AH Ainii l ��IH NOlNAH IAVN 13d\dd 7 03 03 a o O p p cc w C:) z n o a D; co ioi v O e�z w O �u J 0 cLu G Lo U O+ C) C/) r d IL > U) Lu Q O = H o CD J = v D c/) J J Z O Lu _ v O o oQ oN c� a s r Q gm gQ .Q oQ > Q U 1/i Q (r IL IL Q W Q 0 } m d' O (9 cn zoFZF� 3:UN O w N O � U Q O Q W U HZ-JZz Jo aU FW UW O ZW�WH ceJ Q�O RCc (L v 1 J � Q UN W Z Q O00 z O m W m I i OI OMO y}nog -JQjPM IpH u0luab\ublsaO OVO\lu@w.00Idaa upA @IoM SIOZ bZ8C0-LZ-a1M\sali,H }0af0Jd Ja}oM - z6-21imvi!inn ja}cM Bul>u!j0 - 2iM\sLS al!H\:H 'HWVNHIIH ►'i N LLJ W J In LLJ J J z 0 /• LLJ rr- w w E - - MATCHLINE: SEE SHEET W-13 - - 1 " SS GR I Q tn I.. =' h JVY o cs ssMH a RIM=336.74 r + (PIPE N) U1 ABANDONED Q = -Li N G V) P. Nay roaN 4 ' �N I PROPOSED STORM DRAIN. SEE I • SHEET SW-2. "STOP" Ilk -OPi- 40 - FOUND NAIL IN CONC DOWN 0.70' IN MONUMENT IN CASE N: 175877.3686 E: 1302630.21 49 G n. PROPOSED SANITARY SEWER. SEE SHEET S-6. 0+24.3. 3.7'LT GRANT AVE S STA. ^ ""v-rz-r �4 .��'L; INSTALL FLxFL 1 - 8 x8" TEE (MJxMJ) W/ CONC. THRUST BLOCK 8" GV (QxMJ) 1 .8" MJ CAP W/ GONG THRUST BLOCK BLIND FL POTHOLE ELEVA7701V OF EXIS77NG WATER BEFORE INSTALLING NEW WATER AND NEW STORM TO AVOID P07EN77AL UTILITY CONFLICT. F-ty �140 S 7TH ST ARCEL./ 5 4050-0130 WATER VALVE RIM=338.57 TW=337.92 GRASS STA. c . nw n nw :a 1 - 8 x8- TEE(MJMJ) W/ CONC. THRUST BLOCK 1 - 8" GV (MJxMJ) 1410 S 7TH ST PARCEL: 564050-0135 FOUND REBA /�/�/0 _AO/ AND CAP GRASS LSCAPE ,I "DE ASPH GRASS ------ is' ; D:WY ° , OHP- 6 WPC WATER VALVE 6 RIM=340.08 GRASS WATER VALVE 16 VCP R 6+00 RIM-337.39 nn I _ S�� 4"MPE IP 8+00 - I'L ITW=334.79 G2 - 4 ""� 3 0+ 0 SW ,LE � 9.59'03"E 12 W P 8•= P M GRASS t STA. 6+56.4, 12'RTt S 7TH STREET 9 OWY 26'owv CUT AND CAP EX. 8"W �''�,.,",S.YL� sT P ASPH ASPH GRAss lzTO DEAD,.:AN BLOCK. INSTALL: - - -5- - c6N - - 15 - DRf V 1 - 8 CAP MJ . ( ) o - CONNECT TO EXISTING 8 Dl 4 1 - 8" SPOOL w I ,,2 SEE SHEET W-22 FOR FITTING 1 - CONCRETE DEQUAN BL SCHEDULE AND DETAILS THRUST BLOCK WATER VALVE �� SSMH RIM=33a.64 RIM=337.67 IE=314.24(6"CONC E) ( YI I 1403 S 7TH ST TW=335.57 COC=333.54 ' II' I PARCEL: (12"CONC W & S) 329470-0201 I BENCHMARK "A" I III I TOP CENTER BOLT AT THE SOITHEAST 7TH OF FIRE HYDRANT CORNER OF S ST AND II a / GRANT AVE S =qv� G j/ / j� ELEVATION=341.68' 1 0/i STH ST �-- I 329aARCfI; WATER NOTES' I 66 APPROXIMATE LOCA71ON OF EXIS77NG SANITARY SEWER Q 3' COVER MIN/MUM. (TYP.), UNLESS 0774ERWISE SPECIFIED. SERVICE BASED ON AS -BUILT DRAWINGS (TYP.). SIDE I SEWERS ARE AT APPROX. 2'-5' DEPTH. CONTRACTOR Q REMOVE EXIS77NG FIRE HYDRANT. SHALL POTHOLE IN ADVANCE TO DETERMINE EXACT LOCA7701V AND DEPTH. LOCATE WATER MAIN PIPE JOINT 3QCLOSE X. X. VALVE AND REMOVE E(TYPICAL VALVE BO A MINIMUM OF 6' FROM SEWER CROSSING, OR AS FOR ABANDONED VALVES). APPROVED BY ENGINEER. CONTRACTOR SHALL REPAIR DAMAGED SIDE SEWERS AT OWN EXPENSE AS FOLLOWS. REPLACE EXlS77NG 3/4" WATER SERVICE WITH NEW 1" WATER SERVICE PER STANDARD DETAIL 320.1. (TYPICAL -VITRIFIED CLAY RE-SEC7IONED Wl7H PVC PIPE SPOOL FOR ALL SERVICES) CONNECT NEW ME7ER SET7FR AND AND FLEXIBLE FERNCO COUPLINGS NEW COPPER TAIL PIECE TO CUSTOMER PRIVATE SERVICE LINE. _CONCRETE RE-SEC710NED Wl774 ROMAC SADDLE 5Q P07HOLE IN THIS LOCATION AHEAD OF WATER MAIN -PVC' RE -SECTIONED WITH RIGID COUPLINGS OR A INSTALLATION TO ESTABLISH LINE AND GRADE. ROMAC SADDLE 7QEXIS71NG IIII A/N MUST REMAIN ACTIVE DURING CONSTRUCTION. INSTALL NEW WATER MAIN BELOW EXIS71NG WATER MAIN IF NECESSARY. • • RE SHOWN ONE -CALL RE ENCE ILITIES ON Y ACONTRACTOR OR R ® ALL FIELD LOCATE ALL EXISTING 1 800- 424- 55 JWILITIES A MINIMUM OF 72 HOURS Knowwhatsbelow. PRIOR TO CONSTRUCTION. Call before you dig. ORIGINAL PLANS STAMPED Ott: AN R YY YGANYGANDT Ok8/19/17 SSS R ? Vl A STA. HIGH AVE S INSTALL:FLxFL 1 - 87W 7EE (MJxMJ) W/ CONC. THRUST BLOCK 1 - 8" GV (MJxMJ) 9RE 23' STA. 8+ L�LT 1.81LT S 7TH STREET = STA. 12+15.$ 5.0'LT HIGH AVE S INSTALL: FLxFL 1 - 8 x8" TEE (-MJxMJ) W/ CONC. THRUST BLOCK 2 - 8" GV (6/JXM4FLxMJ alsss 1 - 8" VERT. CROSS (MJxFL) >�1 - B" ADAPTER MJxFL 1416 S 7TH ST 1422 S 7TH ST PARCEL: PARCEL: 564050-0151 67 73 REPLACE EXISTING MONUMENT- = NEW WATER MAIN MUST BE GRASS AC77VE BEFORE INSTALLING CATCH BASIN AND LATERAL. 5 4 3 GRAss GRF s° DO•G 4 � a � 0� TS 7TH STREET (DEDICATED PUBLIC RIGHT -OF WAY) m G_ z n m z - SEE SHEET W-14- J I 2 o IAz 0 20 40 U = w I 1 - 20' P 4cl STOP AR M a s� 22�Iro ti `09 s s z III ° I I I�e I h,', �2�J�� ,d- Ir- LL_ET MAN mmmmmas KEY MAP Ip 14 CONNECT TO EXISTING 8" DI SEE SHEET W-22 FOR FIT77NG SSMH SCHEDULE AND DETAILS RIM-362.40 COC-354.50 I e"co c N, s, E, w) NEW WATER MAIN MUST BE AC77VE WATER VA BEFORE INSTALLING CATCH BASIN I RIM-362 4 AND LATERAL. TW-36 .49 WA VALVE COLUMN/h I:r j=362.75 WATER VALVE SUPPORT P W=360.75 � T,��_,1 011 - _ dH0 GRASS I 3 5 cC " ssMH RIM-366.86 WATER VALVE FULL OF DIRT WITH 0. RIM=362.58 S 7TH STREET PLASTIC SSCD LID ASPHALT TW=360.73 8 6'CONC (DEDICATED PUBLIC RIGHT -OF WAY) 6 VCP R) ^!i 9t 0+00 ASPHALT 11+00 S SV S I 1� 1 O 8 3"E 261.63' >S A WATER VALVE GRASSI'GRASS ow G5 �, GRA RIM=36 GRASS GAS GAS GAS GRAss -GAS )'DWY ��61. a •4'CW • `a4 C'W 4'CW CONC qSP GRASS °' "NEIGHBORHOOD WATCH" & "s7THsr&HICHAVEs" -- --I GRAss DRIVE �_ 2�__ _','�' FGRASI - rj� BAR BENCHMARK B" Fc w CLF ccIN GRASS ) NORTHERLY TOP BOLT 0 I. 'DRIVE• I a 12"DEC, HYDRANT AT THE SOUTHEAST CORNER LSCAPE ''-- OF S 7TH ST AND HIGH AVE S PROPOSED STORM DRAIN. SEE ELEVATION=365.71' SSMH SHEET SW-3. 7/� RIM=351.48 s`rS 7 CDC=34208I FOUND BRASS TACK IN N 5 A, (8"GONG N, E, & W) • a N LEAD DOWN 0.80' IN .e a U PROPOSED SANITARY SEWER. MONUMENT IN CASE I a'_Ljo SEE SHEET S-7. N: v587z 2799 _ C) o E: 1302950.2319 cD a ///��• �SSS =arn //i'�/�1-? W p o r`Vn n W P) ^ 11+86 1, 21.4'RT p 2 5 W ° > 14 / STA. ", 6T-roo V 2,'--"r, a o / '9 / 1 _ CIJ d CCCA/RR/ Y PI J DID WI = U D0_� .1 a _�� I 2 . O n b 8.0 Q >ESR ,. 11+ 6.7, 5.6'LT / I • p W STA. a>+6fi 1,-5.0'LT HIGH AVE S I v� + 41 CRw O 1 - 80x8" 7EE (MI W/ CONC.�- THRUST BLOCK 1 - 6" GV (FLxMJ) v x I aD S, v1 � SI 1nA (K awo MA �4=0fo w OW c� 0 / a I V CO 4 Q _ GO p ea � w P �• I I� � f// /i - MATCHLINE: SEE SHEET W-11- - REVISION SURVEYED: BRIT DESIGNED: AW DRAWN: AW CHECKED: AW, AG BY DATE APPR APPROVED: AG SCALE: 1 `20' ONE INCH AT FILL SCALE IF NOT ONE INCH SCALE ACCORDINGLY N O awo = U O 01 r =ate a-04 N M HORIZONTAL NNORD1 s1988 1 CITY OF RENTON DATUM Planning/Building/Public Works Dept. W/� WA ER `r 'AVE -� RIM 3N8. 7 TW-364.93 \ R; SS -dH0 �P A � I GRASS i - GAS CONC 4'CW DRIVE c0 ti PROPOSED SANITARY SEWE SEE SHEET S-8. AMERICAN SURVEYING & ENVIRONMENTAL, TLC (ASE) CONDUCTED AN AS -BUILT SURVEY TO LOCATE ALL WATER VALVES AND HYDRANTS. AS -BUILT DRAWING REDLINE MARKUPS WERE MAINTAINED BY LASER UNDERGROUND & EARTHWORKS, INC. BY THE ON -SITE CONSTRUCTION FOREMAN AND PROVIDED TO ASE TO PREPARE THE FINAL RECORD DRAWINGS. THE RECORD DRAWINGS REFLECT THE AS -CONSTRUCTED CONDITIONS BASED ON A COMBINATION OF FIELD SURVEY DATA AND THE AS -BUILT REDLINE MARKUP DRAWINGS PROVIDED BY LASER UNDERGROUND & EARTHWORKS, INC. AND SHOULD BE FIELD VERIFIED FOR ANY FUTURE USE. ALL WATER VALVES AND HYDRANTS WERE FIELD SURVEYED IN THEIR AS -BUILT LOCATIONS AND ACCURATELY REFLECTED HEREON. NOTE. • ALL PIPE SHALL BE BAGGED AND SEALED FROM POINT OF DELIVERY THROUGH INSTALLA770N. DATE: RENTON HILL UTILITY REPLACEMENT PROJECT 06/19/17 FIELDBOOK: HIGH AVE S: STA. 10+50 TO STA. 12+50 BAGS DRAWING Na: S 7TH STREET: STA. 6+00 TO STA.10+50 W-12 GRANT AVE S: STA. 0+00 TO STA. 1+50 SHEET OF 20 88 W 0024 0 0 z 0CNN N 0 ti O 2� O e c� Z C1 ^ J LL yLL J 7 F' Ci LL V x x 41 LL aoo��a + Ln v Do �eoo eoo a Nr— 154' — SSMH RIM-319.12 COC=306.12 (8'PVC N, S, & E) \ I \ 2 \\ °cn \ \ � Lz a ~~ \ � 4, 0 2y40i r� a UNN �� \ J a a J� 0 N S W a C0 I ASPHA J W z U > CD �Q� w I U I a Lo 04 y SSMH , C.9 N� RI 3f�7jg44 W- COC=31Z55 z > '. (8"PVC NE, & S) 1 T � Sd� ASPHALT 4",W(P) — ASPH 7 f/w� I. J v� +1 EAVE I , M N ¢ w > Z �y Lo d o Qwo b <1% I . ¢ �aLo N h Lo O4r aEn W o I U CB TYPE I ° RIM-318.56 ° Bl� E 316.66(12"PE N) BOT-315.86 ,PH > Lo Q J wM N �0 w e CDaN w sSs �l Q a LocN ^ 00 °.ww V Oti :L O Uinaa N •_ 41WOwW (n V" O' () w LL U e CELLO h O+f "�Om�f Lum0,CC Q rn o J 0 T v aQft v w Q S J MCD + �% M 00 SS ti I N h C9 >° N Quo f� �l zo> ao a� w (�y� m V \ U, SSMH RIM-320.88 COC-303.48 5 � (8"PVC N, S, & W) (n g w cN N a ••� Q � w 0 W U ZU > O w af Q CD a N 0 0 �. WATER VALVE RIM=328.50 TW=326.50 WAT- VALVE RIM= NX9�3TW=32"GRAN& "BEACS" SSMH RIM=328.59 COC-316.79 (8"PVC SE, & SW) _ WATER VALVE -� p C RIM=328.16 \ g TW=326.76 \ ¢ I \ \ S a aI \ \ U \ro � SSMH RIM=328.82 \ \ COC=315.12 \ ' (8"PVC N, S, & W) \ M% b SSS e Q WATER VALVE RIM-329.06 Cc Z Z d:� TW=328.56 O ID CL ae"KQ. 4f a 2O t 41 In W W Ze0 a e Vi Om > aJo ��VZQ�� h 2 Lu fY 5/g•G(R�� G, S rl 'v o r x c� Z >I"'. U O fY J m a a a U q. v 0 N Q > O J 3 H U of > W � � OaN � n M e oW WW ° X I ,a m.. w Z�o za �Oc a e � P O am(SlAid � a Qk 04 0 cc k43 e�u 40i2 j� c03 --K 4t LLi I Lj e Lai h 2 �1 3 v .uP N20IRR� pjR� W �22 2mO�JvWjQW hOV CLn O z OJ� rzQaQ� WU V LLJQ 2�2 F s (�Oe2Ok00� �� 11 O �?� I J W r Pc 1 c�w z`O-k0 v! twx In 1 f� (n eQQ2eo4Wi� m I QUs 3V3 w Qwo OUPJ1�z, �Riz i. WS 5 R) zoo t ;�QU1w O Q. �2y d dFi ira0 a41w1 z>-O s: C> Q. kOk s a e (4 M 0 -j Z m U) 1 e I I D; 4i U 4i ss O Lo a a MH PC W 4 e� 2 cc ASPH 4i cei „ LZ 3 v 2 cn W�2� g (ix b �. 2U Oh CC III 9 bb a 2 O . I. SS w ¢Jo lei! C4 ��.eQ �� > �w� �N •h w ¢Q,O QL IK �2 (�I oar 4�yi I� , W JAW 4Oe12 j Q Q W Q bsss V) I O 3aWv rz > 0 41 W e �20� � a w ago `' c �QV c �� OJT I SSS C3 W a Lo 2 Q Q �~ 2 WV) O 2 h�OZ CD � ~ �e rc 2 �O W414yi~ It 41e c O 4O' U J J s e 4r U OQ 0-prra �v~i , ASPH 3 ►� C�Q QvWi(8cOi a2 ME IRA' �lb I lb ZI-M 13311S 33S 3NnHO1tlW - r T o Q = O Q Q m O Z~~ z OU� (VW Q W L� ~ Z W Z W U z Z 0 z 0 �JJOZ=WmJmOQ- Q Q O m O Ej- 0 0 W m� U W� U W� O W' = O J W�� oW Q z < U] Q z > Q U Q z m z O m m O Q �D' 0=3: W W Z0 W W UOQD�U7 L�wm Z LLJ Un W CIE ECO»� (nm =m0>m0 ;�mmzQOZ~o�mLLJ W W Q O OLLJ LLJ � O QTLJ � O Q �� Un Q F- � W� Q O Z O F— F— W= � a' W J W W U m Z Z} O Q= Z J W Z� Q Q m O . U W� Q Q w W L},J Q O�U�C3c UU Llj>LL > rwZmz�WzzcnC'W �Q=m _O�O�� mU-) o C/zQD�QUW r ozUQ��u,oy�o z Q U 7 E Z W (n � W Uu EL0Qmz�m�mLEQ 0 j EC AL=WOO LL Y= W W ZEP U E rEl� U �OQQQOWUIL�QQZWo QU>->WLmQo>WQ�Q m fb 03 AAl- 2 cc o z N Qw� a Jae 2oz U e �= w °I,ZI o O m W U) 2 p W QO -i IL T LU U) J_ w D J Q -i Z z Q O V LU m v 0 0 N =o oQ oN c� s m om o¢ ¢ o¢ o a U Q a Elf 0 a W Q 0 m m z O m w Elf I d' O 0 MM U- ZZF � 3 U N O w N Lu U Q O O �t Q N U HZ-1ZZ Jo W-JaU UW O ZW�WH Of —i Q O wwva Lo J Lo CN zo O00 of n 9 ® O a. N 3(� o_ J 131 te88-LZ-Him iOArOHd 1NAAAOV�c]AH Ainii l ��IH NOlNAH ]AVN J3drodd OMO y}nog -JQIDM piH uo}uab\u6isaO OyO\}u@w.o0Idaa upA @IoM SIOZ bZ8C0-LZ-2i1M\sali,H }0af0Jd Ja}oM - L6-2imvi!inn ja}0M Bulvuij0 - 2A\sLS QHJ\:H ']AVN3LIH N 7 9 W C) a z LLl W 0 01 O m EL 0- 1- z LLJ KEY MAP 75 LLJ J WATER NOTES: 0- Q1 3' COVER MIN/MUM. (TIP.), UNLESS OTHERWISE SPECIFIED. Lu 2Q REMOVE EXIS77NG FIRE HYDRANT. 3Q CLOSE VALVE AND REMOVE EX. VALVE BOX. (TYPICAL FOR J ABANDONED VALVES) AREPLACE EXIS77NG 3/+" WATER SERVICE WITH NEW 1" WATER SERVICE PER STANDARD DETAIL 320.1. (TYPICAL FOR ALL J SERVICES) CONNECT NEW METER SETTER AND NEW J COPPER TAIL PIECE TO CUSTOMER PRIVATE SERVICE LINE. = 5Q P0774OLE IN 7741S LOCA77ON AHEAD OF WATER MAIN z INSTALLA7701V TO ESTABLISH LINE AND GRADE. O 66 APPROXIMATE LOCA7701V OF EXIS71NG SANITARY SEWER 1_ SERVICE BASED ON AS -BUILT DRAWINGS (TYP.). SIDE z SEWERS ARE AT APPROX. 2'--5' DEP714. CONTRACTOR LL1 SHALL P07HOLE IN ADVANCE TO DETERMINE EXACT LOCATION AND DEP7H. LOCATE WATER MAIN PIPE JOINT A MINIMUM OF 6' FROM SEWER CROSSING, OR AS APPROVED BY ENGINEER. CONTRACTOR SHALL REPAIR DAMAGED SIDE SEWERS AT OWN EXPENSE AS FOLLOWS.• -W7R1nED CLAY RE -SECTIONED WITH PVC PIPE SPOOL AND FLEXIBLE FERNCO COUPLINGS -CONCRETE. • RE-SEC77ONED WITH ROMAC SADDLE -PVC: RE-SEC7701VED WITH RIGID COUPLINGS OR A ROMAC SADDLE 7Q EXIS77NG WATERMA/N MUST REMAIN ACTIVE DURING CONS7RUC77O1V. INSTALL NEW WATER MAIN BELOW EXIS77NG WATER MAIN IF NECESSARY. NOTE. • ALL PIPE SHALL BE BAGGED AND SEALED FROM POINT OF DELIVERY THROUGH INSTALLATION. J9 \Ss r7 � \ersP1,r} 01 ° 52. �sxcti 22J \ I i C,C �' CONNECT TO EXISTING 8" DI S 1 / 9� SEE SHEET W-23 FOR FIT77NG SCHEDULE AND DETAILS N I � � W _ 7f O A 4 n O ayflS,3 I01-11z '< 3CW a. A r .. Ia p m 0 / � I rn rn o>� D O _ �� n omDO 2CW QI G, 4A = o T do � m CS /y PFo V) -'Q qO P �.. LLB o 5'CW > I U m I EXISTING V 8" G.V. 8"-45" IIPEx J \ I III cyA STA. 4. REMOVE 5.2'RTf HIGH A VE S 9yA REMOVE PIG LAUNCH AND INSTAL CONNECT TO EX. 6 TEE. INSTALL: �� 2 - 4" DI SPOOL 8"xa" DUC R 1 - 6" SPOOL CL-52 DI 1 - 4" AWWA C-900 PVC SPOOL 1-4"P G 1 - 60x4" REDUCER ( MJxMJ TEM BLOC NG ) 2 -TRANSITION COUPLING 1 - 4" SPOOL CL-52 DI 4• 1 - -' 45' BEND (MJxMJ) W/ CONC. 8" THRUST BLOCK RYA K 1 - 4" CAP (MJ) u °e TEMPORARY 2" BYPASS TO BE � P uc F ss s9 F xs, s8' INSTALLED BY CITY OF RENTON 3�srr,, PRIOR 7O NEW 4 WATER MAIN CONSTRUCTION. " c° O�, ' - '"^� SEE RENSED DETAIL NEXT SHEET �°�`rFJ TCf/0^OAOV T iFo � 0- e� A'A 9 rl \ (y �,c D, , SS9 S, 7GJ 2 o9s I�s 4 A► 4 %G 9 O �' - ,I 3 \\ \ 4 TESTING DETAIL CONNECTION DETAIL 11 1 STA, 15+27 HIGH AVE S. \ A� ABANDON OLD 6"Cl AND INSTALL NEW 40W GP INSTALL WHEEL CROSSING PROTECTION FOR 2" BYPASS (TYP.). TO BE °c. C)o 66' FURNISHED BY CITY OF RENTON. C QYo 6P , t� F a ED AC, INSTALL 4" GV (MJxMJ) 2: s �. ti� I�I 0 20 40 NO p 2 n U 1„-20' Z< 'a s I �F CONSTRUCTION OF NEW 4" W r 0 p 99 \ \` A o coy 188f,9 q PENDING SPU APPROVAL co ,H An \ P,L�o Q. 2 \ °°s q}s INSTALL WHEEL CROSSING PR07EC77ON Q �' �'° \ 9'• \ ° FOR 2" BYPASS (TYP.). TO BE 4 � ° 61 I ce FURNISHED BY CITY OF RENTON. Q. o ' I \\ �vgPy'G 8 c II mF 6,6sF, N. 6 N O �/ P9ss ® I 6 2 2 00 otic I I ID I� \" V I �900°°� 1�1J STA 12+60.5 60.3'LT S. 77H STREET V I Sss(R) / // 'I'cho \` o o: moo �q� CUT, CAP, & BLOCK NEW 4"W. INSTALL: co �/ \ c�ley�Cjb LF o c I s° 61 I " = I // /� ® \\ a I 1 - 4 VER77CAL CROSS PIGGING SEE SHEET W-12 STA77ON USED #5 2" BLOWOFF N N I NEW WATER MAIN MUST BE \\ ss �� 1 - 4 CAP (MJ) SET BLOWOFF BOX NEW WATER MAIN MUST BE I AC77VE BEFORE INSTALLING \ 1 - CONC. 774RUST BLOCK p 4 CATCH BASIN AND LATERAL. e ACTIVE BEFORE INSTALLING I I I� / � �ss� ,ice CATCH BASIN AND LATERAL. SSMH / 18 " o s".I ti ,F �. ry //// CONNECT TO EXIS77NG 8 Dl \ Fc, c 'P PAR L: 3 s A RIM 36240 ��// \ B �y� J coo co 1 , FS 6S 69 F �1 SEE SHEET W-23 FOR FlTT1NG Cpo stic'x9 000/ -0182 ,FF�6 A ssos� I I (8"CONC N, , E, RE W) // SCHEDULE AND DETAILS �`�.® I WATER ALVE / \ C,o c ss oP S9 9S, ti 6�,5 S 3Sr x� ° e 6q 3 ,F s ss .9 s•. G) RIM=36 .74 PROPOSED SANITARY SEWER. v °' 62 9s '2'- c) oti D TW=36 .49 \ cf ay ly O 3 8S s. cc) Gc o 4 I I SEE SHEET S-8. WA ER >. E -� . \0,1``2F MID Twc r CUT,, �s ° �F 6z ,8 co ti F �F a COWMN f�--I•ICf �� .AN ��INE CAP, &BLOCK EX. WATER ,29gq�y 6s2:Ostic oS WATER VALV WATER VALVE SUPPORT TW=364.93 HN EE Q / /; sO°� Ts GRASS �. RIM=362.75 RIM=363.01 ( \ \ GR: ss _ � " 8 ti GRASS TOP P TW=360.75 TW=361 Ol dHO A `HO OH -_dam 8"SLEEV e /tt-A"� o , I T � Pr P � ��il M �scnaE O _ � � \ 4"s � E ca ' dH0 rl'r7 dH0 III , '� �` D U - OHP d a P a w P C a' S,CW - - 6'w GRASS GRASS .� .�' -p;. ••• a s coNC R - \ ECd(P o' GRcc C0N0 R SSMH- 3 G� 5 RIM-366.86 SE 7TH CT f- Q WATER VALVE FULL OF DIRT WITH SSMH -� •�/tea �Q W a RIM=362.58 S 7TH STREET PLASTIC SSGO LID RIM=368.97 m 7=/f �� ASPHALT 8 TW=360.73 � _Y N COG=358.17 %/1 �� L`J (DEDICATED PUBLIC RIGHT -OF WAY) t 5" CONC (DEDICATED PUBLIC RIGHT -OF WAY) (,g (8" GONG N & W �Q5 �_ �\ F 146E " C -52 DI W YWRAP �O/FJ RI TYPE 1 I �' r;� - RIM: 371.36 1 i 0+00 ASPHALT 11t00 12t - S °5 58.33' - N89°5 "W 67.21' - IE:367.86 - O I 5985 8 53"E 261.63' � lb t 03 ��2i IE:3 364.E ' ^ � + IE 366.06 G CRA RIM=36 cRnss GAS GAS GR GAS G� -- GAS ®AS ' ��' GP 'F�s 3 '2• PROPOSED SANITARY SEWER. w=361. ✓11v �� 36 6g OS psO SEE SHEET S-7. D 4'CW CORO CONC 4'CW - 1 H e„ \ = eT�sssR 2r N -'-,� rl GRAss I;' J DRIVE �� GRAss- DRIVE M:3 V \\ SO N �692 BARS O '',, ✓ v a S c �p60 w CIO 72 l J 2�TN li 3 s \ � DEC SHi _ �i�3%T�1 sr• ti u> D PROPOSED STORM DRAIN. SEE - - - - SEE SHEET W-12- - - - CONNECT TO EXISTING 8" DI 19 qT N IL �� 72 A s SHEET SW-3. SEE SHEET W-24 FOR FITTING l �s �OF°, ° //�� SCHEDULE AND DETAILS -T �3,9 E, s c�� lyA 7717,1711 7T/ T�//777/TT �i F� s , F. !-1 \ '_ ° �l i • DE EXISTING • RE SHOWN ONE -CALL REFERENCE ILITIES ON Y ACONTRACTOR OR ® ALL FIELD LOCATE ALL EXISTING 800- 424- 55 JWILITIES A MINIMUM OF 72 HOURS KnowwharsbeloW. PRIOR TO CONSTRUCTION. Call before you dig. `S� AG 19 9 & C� - .. - .. -SEE SHEET W-17 SURVEYED: SCALE: DATE H = BRIT 1 „ 20, HORIZONTAL NAL AD 19VID 83/1991 �� 06 1 9 1 7 DESIGNED: - CITY OF RENTON HILL UTILITY REPLACEMENT PROJECT AW FIFLDeaoK: DRAWN: AW RENTON HIGH AVE S: STA. 10+50 TO STA. 12+70 DRAWING No CHECKED: AT ONE FULL INCH DATUM Plannln Buildin Public Works De t. W-14 ORIGINAL PLANS STAMPED er. AW, AS g/ g/ p 7 . 6+00 .10+50 /. /. F� �/ ff7� IF NOT ONE INCH AN R VIIIIIUT ork8/1B/1% NO. REVISION B DATE APPR APPROVED SCALE ACCORDINGLY GRANT AVE S. STA. 0+00 TO STA. 1+50 SHEET: 22 OF W Og2O N 7 i LLJ 75 LLJ J 11 LLJ J_ J J_ z O z LLJ rr- w a J 1 - 6" SPOOL CL-52 DI 1 - 6"x4" REDUCER (M✓xM✓) 1 - 4" SPOOL CL-52 DI 1 - 4" 45' BEND (M✓xM✓) W/ CONC. THRUST BLOCK 1 - 4" CAP (M✓) -�11 - 40CAP (M✓) 1 - 2" BLOW=OFF 1 - TEMPORARY THRUST BLOCKING \ II� 7ES71NG DETAIL AMERICAN SURVEYING & ENVIRONMENTAL, LLC (ASE) CONDUCTED AN AS -BUILT SURVEY TO LOCATE ALL WATER VALVES AND HYDRANTS. AS -BUILT DRAWING REDLINE MARKUPS WERE MAINTAINED BY LASER UNDERGROUND & EARTHWORKS, INC. BY THE ON -SITE CONSTRUCTION FOREMAN AND PROVIDED TO ASE TO PREPARE THE FINAL RECORD DRAWINGS. THE RECORD DRAWINGS REFLECT THE AS -CONSTRUCTED CONDITIONS BASED ON A COMBINATION OF FIELD SURVEY DATA AND THE AS -BUILT REDLINE MARKUP DRAWINGS PROVIDED BY LASER UNDERGROUND & EARTHWORKS, INC. AND SHOULD BE FIELD VERIFIED FOR ANY FUTURE USE. ALL WATER VALVES AND HYDRANTS WERE FIELD SURVEYED IN THEIR AS -BUILT LOCATIONS AND 5 EX, 6"GV 6" DI DPOOL 6"x4" REDUCER (M✓XM✓) 4" SPOOL ACCURATELY REFLECTED HEREON. I FINISH GRADE III 1-1111- NEW OR PROTECTED PIPELINE TERMINALS 1 -#8 AND 1 -#12 AWG COPPER WIRES WITH BLUE INSULATION NEW OR PROTECTED PIPELINE - NOTES 1'-6" SQUARE CONCRETE SLAB 6" THICK JOINT BOND ALL PIPING FROM EAIS71NG GATE VALVE TO TRANSITION COUPLING. CONNECTION DETAIL STA. 15+27 HIGH AVE. S. SCALE: 1 "=10' / 1 "=5' (DETAIL) IIII-1111 EXISTING OR UNPROTECTED PIPELINE TERMINALS 1-#8 AND 1-#12 AWG COPPER WIRES WITH GREEN INSULATION EXISTING OR UNPROTECTED PIPELINE WIRE CONNECTION, TYP, SEE DETAIL SH 1. INSTALL ALL TEST WIRES IN 1" PVC CONDUIT WITH 24" MINIMUM BURIAL DEPTH 2. INSTALL GALVANIC ANODE 1'-0" BELOW PIPE INVERT AND 1'-6" FROM EDGE OF PIPE TYPE FI - FLUSH MOUNTED TEST STATION REPLACE INSULA71NG JOINT WI7H NTS AWWA C-900 PVC SPOOL AND alONE- CA L L REFER 800- 424- 55 ��TI vs below. PRIOR before you dig. NG UTILITIES ARE SHOWN FOR ENCE ONLY. CONTRACTOR FIELD LOCATE ALL EXISTING ES A MINIMUM OF 72 HOURS TO CONSTRUCTION. ONE PIPE DIA MINIMUM, 2'-0" MAXIMUM — THERMITE WELD CAP, SEE NOTE 4, TYP FILE OR GRIND WELD AREA TO BRIGHT METAL — — REMOVE PIG LAUNCH AND INSTALL: 2 - 4" DI SPOOL 1 - 4" AWWA C-900 PVC SPOOL 2 - 7RANS177ON COUPLING SEE DETAIL THIS SHEET \J� y\ -off [dd�%�/X�3/ld�7d �r ►A 4" 45' BEND (M✓xM✓) 4" DI SPOOL 4" AWWA C-900 PVC SPOOL (FOR ISOLATION) 2 - 7RANS17101V COUPLING NEW 4" CL-52 DI ® WIRE SIZE VARIES, TWO WIRES REQD FOR TEST NORTH STA INSTALLATIONS ONLY 4> THERMITE WELD WIRE CONNECTION STEEL OR DUCTILE IRON PIPELINE NOTES: 1. COPPER SLEEVE REQUIRED FOR THERMITE WELDING OF #10 AWG AND SMALLER WIRE. 2. USE COPPER SLEEVE ON #2 AWG JOINT BONDING WIRES. 3. WELDER AND CARTRIDGE SIZE VARIES ACCORDING TO WIRE SIZE AND PIPE MATERIAL, CONSULT WELDER MANUFACTURER FOR RECOMMENDED WELDER AND CARTRIDGE. 4. COAT WELD AREA AND FILL RECESS ON THERMITE WELD CAP WITH COLD APPLIED COAL TAR MASTIC AND APPLY CAP TO WELD. WIRE CONNECTION FOR STEEL AND DUCTILE IRON PIPE NTS 7b I ALL: 1 - CONC. DEADMAN BLOCK 1 1 \ "� \ A \ \Z�N ' 5 G p F STA.HIGH AVE. S AAA �0�, FG INSTALL: 1 - 8 w 6" 7EE (M✓xMJ) �y y� 2 - 8 GV (MJxMJ) 1 - 6"GV (M✓ 2 - 8" SPOOL \ ACi 1 - 8" SLEEVE 1 - 6" SPOOL 1 - 6" SLEEVE KD 1 - 8" AWWA C-900 SPOOL -4 - 8" 7RANS177ON COUPLING T ® \ T SEE DETAIL BELOW 2 Q CUT AND CAP EX. 60CI m mo O �O 4i 3 CU & CAP E I. 6" Cl 3 �o �> TESTING DETAIL FINAL CONNECTION DETAIL .0. 8.21 T HIGH AVE. S INSTALL: 1 - 87CAP (M✓) 1 - 2" BLOW -OFF 1 - TEMPORARY THRUST BLOCKING 1 - 8" 45' BEND W/ CONCC, THRUST BLOCK THERMITE WELD CAP, TYP CONNECTION DETAIL STA. 14+64 HIGH AVE S SCALE: 1 "=10' / 1 "=5' (DETAIL) #2 AWG INSULATED STRANDED COPPER WIRE 24" LONG FLEXIBLE OR EXPANSION COUPLING #2 AWG INSULATED STRANDED COPPER WIRE THERMITE WELD WIRE CONNECTION, NOTE: TYP, SEE DETAIL THIS SHEET 1. TWO BOND WIRE ASSEMBLES REQUIRED AT EACH 16" PIPE JOINT AND ONE ASSEMBLY ON SMALLER PIPE JOINTS. 2. PUSH -ON JOINT SHOWN. BOND SIMILAR FOR FLANGED JOINT. PUSH -ON AND FANGED JOINT BOND NTS SURVEYED: SCALE: BRH HORIZONTAL N D 11983/1991 DESIGNED: AS NOTED AW DRAWN: AW ONE INCH DATUM CHECKED: AT FULL SCALE AW, AG IF NOT ONE INCH NO. REVISION BY DATE APPR APPROVED: SOALE ACCORDINGLY AG 0 NORTH WIRE CONNECTION AND rA 7701V, EX. SPU WIRES -W C.O.R. WIRES TO 17E AT SAME TEST STA770N. TAIL THIS SHEET. #12 AWG INSULATED STRANDED COPPER WIRE, TYP OF 2 THERMITE WELD CAP, THERMITE WELD WIRE CONNECTION, TYP EACH WELD, OTHERS NOT SHOWN TYP, SEE DETAIL THIS SHEET NOTE: SEE SPECIFICATIONS FOR NUMBER OF BOND WIRES REQUIRED AT EACH PIPE JOINT. FLEXIBLE JOINT BOND NTS CITY OF RENTON Planning/Building/Public Works Dept. RENTON HILL UTILITY REPLACEMENT PROJECT 10/25/18 CATHODIC PROTECTION OF 8"W AND 4"W FIELOBOOK: PAGE: AT INTERSECTION OF BEACON AVE S & HIGH AVE S DRAWING NO: W-14A SHEET: OF: 22A f W03g24 O 0 N z ON II — — • • — • • — • • — • • — 91-M 13314S 33S 3NlH31VP1 — — • • — • • — • • — • • — • • — • • — GRASS a J o zo w W J z � U "S 9TH ST O a JCNES AVE S `O m o Z V O Q LSCAPE� W S �x 3 J J LL U LL it W OWLLWO NI m~X maw N, i U) LL 01 w so x. z. FODCocoioQ ¢ SYR T > N ! , Ipp .4;J Q J O G' N U I W O W I V > U Z oaf Q w Q N U s rn Q O Ow Z > o� Uaa U w 0 a z 0 N U Q U cn W O o 4' S Q vJ U Pl O W O VJ J rn r Q � ° w ; J W 1 U � + �; ; 0 LW U w Q m y2 U 0 w O O Q fr m m I� w Sp e zJ W n of Q U 0 cJ U 0 sv w o� Om � m GLF N i w _ o Nt zN Z O N YfYO 0N'6� wr m a , y��` W> M m w= Q m O- M o 0W z W O- M g W � 0 S J U O U D O z M m= z Q O� d m Q m w> CU Fw-I-O - } O Q d Q ow � � M ? S In M WI �r 0 v z a U W J w Z Z Q = O_ Q Q W Z ~ ~ ^'>wZ w zwzz zJz�o=zmzae Q C' 0 > DLLI W�� U W LUG J z 0, z } O J W a� E fW w J Q W W Q(/) Q Z> W ZZ W J O� U z z z z z m O Q Q 0, m O m 3 W W m Z00W UDQoz(n L�1zm } gLLI �~ 0� Q Q w J Q >� ml m z Q O Z~ 0�� LLj LL] w W z Q z O� 0 z 0 O Q~ S J Z = > n � Z (n Q� z w z Q 0 0 0=Ej, 0 J 0 W z m Z Z_ m>~ z Q m Z Q w U } U7 � Q O v% fW in W w W Q D C a m U, 0} 0 U W> L i > } w Z W z� W Z_ z U-) � W Q=� 0� U� z m � 0 0� Z Y Q 0UU 7 0, Y 0- �LLI Z QEj� Z O U7 0 0 W Q U U U Q O Z� U U z Q 0>Y=W OOLL Y=U W w Z m Elf U m}D� U >OQQQO W ML,QQZ W U QU» W w0'QO> W Q3:Q m fb .03 a o � 2 c O wQ o N ¢�Z w O ° � O L.L W O LU O+ U C/) v Q wd QU) W o Z O OCD J � J J Z O LU m v O o oQ oN a U a 3 < 3 O am oa a ..a oa > 3 U 6 �n 0 d d Q W Q 07 m z J 0 a U (/] > W Elf f1 0 Q D ti QL fn Q -K r- W -j 2 0 -i�>cay�O 00 O zto QW a Om 2 U2qK OQa R 2 �Z U :�jcc IK Q C.DF8 O cc ro _:t W ti� y o QQQ SK- F Uk Co Q� Wj W3W 4343 mNCWtCo LLJ24- j W � tiZ2 2IXO�JyQW U Q � O�� Fcn z cc �3 Wcoi U W 2rnPC JWQ�Oio Q Q UW � QQ��Ql� W� Um i'Q 3�3 �me02o2 Ok WQ U OLAJ zi C3 Lai (� U �U 2�2 a�¢Cei�WW �Q O �e v�i2u QtiyN-4�m� IQ I� �I 4k1U4kl a a CC W QJ 2 3Qci � LU Q WQ2C �. 2U0� PCO k 'K Q Q m��.CC, 3( ° U " 2 J $OWE Q W�yW o 2 Z x �O ij I ° 3aWU �m QQ Itso cij 2 y h 20 Q p4xi QW Wa-�ti 2R 2 �O V414y1Q WK p UUW CO v 3 vQ wk(Wnv4i8 a2 aaa a a O C9 Cf) �wz� zQ�x O w N wo<o° a NFU �z-Jzz � Woa� UW O ZW�WH wJ W Q O wCCvMa Lo Q Z O O00 OI �Z88-LZ-�IlM I iOArOHd 1NAAAOV�c]AH Ainii l ��IH NOlNAH OMQ y}nog -Ja}oM piH uo}uab\u6isa0 OVO\}u@w.oOIdaa u!0W a}0M SIOZ bZ8C0-LZ-2i1M\sali,L }0af0Jd Ja}oM - CZ-a�/y�\6}pi,}(1 ja}0m Bulvup0 - 2A\sLS al!d\:H ']AVNI IL a z 81. N i — — .. — .. — MATCHLINE. SEE SHEET W-11— — • • — • • — 11 m , 3 I < / N D Q > M 4 I �' 0 ¢WO o U OI dM a I 4 =�m O h 5�8w D / m w _ _I U Q U I z LU 332I1SH 6S CLF. . n- W O L I r 0 / 1332I1S I � °'� i z0 H101 S 1 a ui 4 V V -� > Ljj I U KEY MAP o � ww > .. N J ¢ W 0 01 1412 S 9TH ST n LU PARCEL: = a m 329470-0302 "� M UP CO rr m m a } I EAVE UD Of �> GRASS GRASS PROPOSED STORM DRAIN. a SEE 8'DECI J SHEET SW-5. LSCAPE IL 8w _ CAPE J ,SPIT UP P dH0 dHO gun dH0 ' S I GRASS J # GRASS dH0 -� d 2 w TV z �t,5,,4 '0 BE ABARMYW Oy W P 2+00 a vcP R 3i ws ~ ASPHALT 32OLF 8" CL-52 Dl W POLYWRAP Q m 15'DWY • RASS N N GRASS GRASS 4'�W &?CW ° .. •. a° - —� —CCF tl —CRW —CS...• ° GRASS w• 12"PINE CAPE FOUND TACK IN LEAD DOWN 1.60' IN MONUMENT IN CASE 5 BELOW ASPHALT 901 HIGH AVE S / N: 175211.4179 PARCEL: I. E:1302933.5712 329470-0290 a STA. 3+12.4, 9.6'RT S 97H STREET = 5+15.7, 7.6'LT STA. 5+15.6 7.7'LT HIGH AVE S INSTALL: 1 - 8"x8" CROSS (M✓xMJ) d - 8" SPOOL c F AMERICAN SURVEYING & ENVIRONMENTAL, TLC (ASE) CONDUCTED AN AS -BUILT SURVEY TO LOCATE ALL WATER VALVES AND HYDRANTS. AS -BUILT DRAWING REDLINE MARKUPS WERE MAINTAINED BY LASER UNDERGROUND & EARTHWORKS, INC. BY THE ON -SITE CONSTRUCTION FOREMAN AND PROVIDED TO ASE TO PREPARE THE FINAL RECORD DRAWINGS. THE RECORD DRAWINGS REFLECT THE AS -CONSTRUCTED CONDITIONS BASED ON A COMBINATION OF FIELD SURVEY DATA AND THE AS -BUILT REDLINE MARKUP DRAWINGS PROVIDED BY LASER UNDERGROUND & EARTHWORKS, INC. AND SHOULD BE FIELD VERIFIED FOR ANY FUTURE USE. ALL WATER VALVES AND HYDRANTS WERE FIELD SURVEYED IN THEIR AS -BUILT LOCATIONS AND ACCURATELY REFLECTED HEREON. 4' w o > U I Q� 0 N J .. o I UIN I� a U o Lv � I a a Q U U SSMH RIM=364.20 COC=359.15 (12"CONC N, (6"CONC SE) CLF NEIGHS WATCH" N II 9.5_+ CD AND OPERA NEW STORM IS 814 HIGH AVE S PARCEL: 329470-0372 FADE dH0 CLF qPI 9 DRIVE' gig GRAss 30:DWY n.� �,., nH v s R GRASS \ 6 4' 2 12°'DECLSCAPE LSCAPE w C IE 4 ' J � 900 HIGH AVE S U PARCEL: 329470-0380 0 IN WATER VALVE RIM=364.28 TW=362.18 BENCHMARK "E" NORTHERLY TOP BOLT OF FIRE HYDRANT AT SOUTHEAST CORNER OF S 9TH ST AND HIGH AVE S ELEVATION =366.44' PUBLIC RIGHT -OF WAY) cwn 4 7 1511 S 9TH ST PARCEL: 329470-0381 MATCHLINE: SEE SHEET W-17 > g n 2 � I N wP I ¢ J 0O W 4 W e DO W I U > W oat W : C9 I rn N O M CO Q D ' V I C AS ' I j° Y� V1 W NO U U ��M00 ~ �, I m �II �U= o 0 20 40I O m w W o - o U =IL r 7 a I . a �o Q z oo 1"=20' DI �U m N 3:0 4 in J m a CD W a o a m � z¢ TRW o �� OHP '• Oo m U W o �Qwm w _ a w �- Q �N �00 m om, p o oz _ mwo� 4 l° S o Q +� m I 5+56.2, 28.1 L STA. c . cc c noh r T JONES AVE S p o~ � ,- Q �� - p 5+56.4, "�T5o 14.5'LT (W.V.) } o STA. 6 4'LT JONES AVE SINSTALL: I - o II , U INSTALL: 1 - FH ASSEMBLY PER STD. _ T Q U a > a> Q m h II O� 1- 87x6" TEE (MJxFL) W/ I DETAIL 310.10 z Of o w w m �P Y, a !� 1 oo m SSMH BEF1 RIM=373.31 COC=367.9 I (6"PVC N & S) a"PIPE E & W) CLF UP r SWALE GRASS — SVO WATER MAIN MUST BE V7o L o> ` = o a Q . U V m 1 - II THRUST BLOCK 6" GV (FLxMJ) ALLED AND OPERA77ONAL WE NEW STORM IS INSTALLED. EAVE 16"CED U I ® VALVE IWATE 82.26 5+15.3, 14.1'L — TW= 0.11 STA. `�'�r.� 5, ;?:91-T JONES AVE S = 2 w(P a STA. 6+27.0 8.6'RT S 97H STREET I HEDGE o'y� o ° DRIVE` GRASS .�.. Liy 1 - LxFL 8 x8" TEE (MJXW) W/ 3 I G1 A CONC. 7HRUST BLOCK 8"CONC RJ 4 W PT--o 4 3 3 - 8" GV (MJXMJ)FLxMJ ASPHALT V POL YWRAP =NN^ nco,,6, � G10 —SV 0 �F`gPmCCroaJ + O10N ri II rlII z K �mmN �0U LSCAPE GRASS 0 7 5 x a mw � � m 0 zo Ro> >1'� U GRASS ¢ o o w ^ w < w 0 J "S 9TH ST & 0 � a o a I PROPOSED STORM DRAIN. SEE JONES AVE S" I Il o = U SHEET SW-6. LSCAPE o VG Or �////// /il I i / 12' DEC 3 ~� W o p/, O =Y NWT wl DID! 0own 4 W s V a �am / 4 Q1 // rn i m / � U Lv � WATER NOTES• 6Q APPROX/MATE LOCA77ON OF EXIS77NG SANITARY SEWER ✓� I Q U Q1 3' COVER MIN/MUM. (TYP.), UNLESS 07HERW�SE SPECIFIED. SERVICE BASED ON AS -BUILT DRAWINGS (TYP.). SIDE SEWERS ARE AT APPROX. 2'-5' DEPTH. CONTRACTOR U I 2Q REMOVE EXIS77NG FIRE HYDRANT. SHALL P07HOLE IN ADVANCE TO DETERMINE EXACTIlls— o U U I LOCATIONQ AND DEPTH. LOCATE WATER MAIN PIPE JOINT A U o Q 3Q CLOSE VALVE AND REMOVE EX. VALVE BOX. (TYPICAL FOR MIN/MUM OF 6' FROM SEWER CROSSING, OR AS APPROVED o J U Q I ABANDONED VALVES) BY ENGINEER. CONTRACTOR SHALL REPAIR DAMAGED Z §%490 vU SIDE SEWERS AT OWN EXPENSE AS FOLLOWS: COX o w U I A4 REPLACE EXIS77NG 314" WATER SERVICE WI7H NEW 1" WATER CE 0 SERVICE PER STANDARD DETAIL 320.1. (TYPICAL FOR ALL -NTRIFIED CLAY RE -SECTIONED WITH PVC PIPE SPOOL BR o SERVICES) CONNECT NEW METER SET7ER AND NEW AND FLEXIBLE FERNCO COUPLINGS N M 2 m I 4 COPPER TAIL PIECE TO CUSTOMER PRIVATE SERVICE LINE. ¢ Jd O -CONCRETE RE-SEC77ONED WITH ROMAC SADDLE I 2 I 5 POTHOLE /N THIS LOCATION AHEAD OF WATER MAIN o a 4 m I INSTALLATION TO ESTABLISH LINE AND GRADE. -PVI RE -SECTIONED W17H RIGID COUPLINGS OR A a e I a a> ROMAC SADDLE o "N Q W w I m IUo - 7Q EXIS77NG WA7ERMA/N MUST REMAIN AC7711E DURING l�1GGS CONSTRUCTION. INSTALL NEW WATER MAIN BELOW EXIS77NG WA7ER MAIN IF NECESSARY. I Ip Y I — MATCHUNE: SEE SHEET W-10 P • • ONE —CALL RE RENCE ION Y LITIES ACONTRACTOR RE SHOWN OR ® ALL FIELD LOCATE ALL EXISTING 800— 424— 55 JWILITIES A MINIMUM OF 72 HOURS KnowwhatsbeloW. PRIOR TO CONSTRUCTION. Call before you dig. � ORIGINAL PLANS STAMPED Ott: AN R YY YGANYGANDT Ok8/19/17 > — . MATCHLINE: SEE SHEET W-15 — ' ' — ' ' — ' ' — ' ' — NOTE, ALL PIPE SHALL BE BAGGED AND SEALED FROM POINT OF DELIVERY THROUGH INSTALLATION. SURVEYED: BRH SCALE: 1 „-20 - HORIZONTAL. DADV°sa3%1gs1 �d CITY 0 RENTON HILL UTILITY REPLACEMENT PROJECT DATE: 06/19/17 DESIGNED: JONES AVE S P'AG°BOOK R E N TO N DRAWN Aw STA. 4+00 TO STA. 6+50 DRAWING NO INCH II II— ONE DATUM CHECKED AG AT FULL LL SCALE l L, I� Planning/BDIIdIng/PUIJIIC Works Dept. S 9TH STREET C W-16 No. F� REVISION BY DATE f7 APPR IF NOT ONE INCH SCALE ACCORDINGLY STA. 1+/ 0 TO STA. 6+40 APPROVED °F:oD AG 2^ W 004UU I<IM=Jost. I \ TW-369.33 ;RAss •��HO- dh10--. , Jam,' - AHO 8 W(P �J j —�iT I,- \�a Ross SSMH 366.86 T WITH CO LID — GAS - CONC 4'CW DRIVE —70. °ion �ri O c Do 000/0000000000 z p N 1513 S 7TH ST PARCEL: J 2tz 0ti 329470-0470 LAJ hp)° W32 Owe UW� vhh 3 Lu W J ILl z � z �LTI Q=o o� Q Z U wwz U zLH=) U)_z0Hl 0=W mza- W Q Q Q >_T CA W W' � w E U W W OU U J L_ w:C 0- W�= O J Q O o w Q m Q z> o z L-U -0 U� Elwzz��oQJ Q U< O W j U m� W U 00 W UQ�HZUD O�� wQJnLH �rL_� O>>>- (Unom=m W> Z m m z Q O z~ rW _T� w w Z W (n W U 0 w O_ ILI O� L-� w Q z W W' �_ Q= Q = ` J(n<L-LH W ��z QOW L_ Elf U m Z Z r U Q W Z J Z QQ07O U� QQw Ell,U W J Q � WLH > } z W Z W W Z_ Z U) 0� LILI Q= W U U L0 =D owUizQ>>Qv w r W ZyQ0' u�0, W' WJ W W W W U J W Z Q U) Z U7 W < C-) ET w z _T El- W W> Y w O O If Y U w w Z J W U W U W U W U �OQQQOwUILLQQZ WU Q U> LIH LL W Q O LIH Q Q K 0 �r 00+ ` 0 s '`?(\ RIM='M6� D`N. n COC=s3S.�7w "E (8"CO�C N & f�IIY ZU H 7 �6`, �'98. c'o s ` SF s . 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M Q f 0 m O ro 2 wIZ a o U tm m O o U jI O M21OI Ir.. -0 I w WNN Ja o >MM W Mn N III � J W a�� .qNO�iN O U ; N 04 J O NU zo an Ow N U O 00 W d U ♦} !n R CL N � W Q .. 't Iv 1 S 1. c� G\�➢ �FPiy�. TyA T92 69 )j d, 72 ,P ' i2., ps0 s �> 2 9Q q�sR, //Ld - 1 a 0 N ao� 3 a iO z In i as Sp e o�z O cn ao� ~ N ago S a 3 Caa 3 F �Z N n to W2 a > a Vg 0 I + k 0 Lm a Q00�o 2�`I a 'till I I U3 N C.D in CRASS ,IC3 z,63 wo63 w } U U U r ~ M O O o m -, U U U U ro ro m m om Ln GRASS ow o0 o U m GRASS GAS GAS G(Rpt GAS CD Wz o Y a w U rn o m 00 O Q Z Q O m z W U U z �3 0 m� 110 Uf,,wm -N z w�cn zl-I w o U U r mnoon U-,Dro0 NNm M N rom 1 ww J Fm uzz_m inJc�U ,; dW Y J /I/ Wwo > * I •. U - Z Q r Q O N. 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O a qK 0; j� LEn o a QO2 O o w 0 O �occS m CLIP IL z Lu G Lo L1J U + U r Q IL L1J Q U) Lu O w z CD l+ O J CD D C/) J J z 0 Lu 0 0 N �o oQ a U a s m a om oa oa oa > 3 U v, a Elf IL IL Q LH Q } 07 z O V7 > w Elf �Z88-LZ-�IlM iOArOHd 1NAAAOV�c]AH Ainii l ��IH NOlNAH ]AVN 13drodd OMQ y}nog _Ja}DM II!H uo}u Db\u6isa0 Oy0\}u@w.oDIdaa upA .IoM SIOZ bZ8C0-LZ-a1M\sall,H }aafoJd Ja}DM - z6-2im\ Hinn jaicm Bulvu!j0 - 2iM\sLS al!H\:H 'IMN31H ►'i a z N 1♦ i —MATCHUNE SEE SHEET W-B 71 4 Q U ° Z _ N � N w p I a Q J00 / a Z O IU I I V ' zap waa, a' N a0 M I N O J Q GA P LD �R ��v sv� G z F / z a wi�� Svo N Q zw a. PROPOSED SANITARY SEINER. o I o SEE SHEET S-5. 01 = IL EL 14 z w w >� P Q� w QV I Z8"Pss � 2"GE 4 O Uj 0 N 4 Z 0 } Q p zwp O ono z¢� J warn � o J 2' TALL BRICK v s COL a J Q = SEE SHEET W-5 3,4 z S GAS Oz o �8s o o ° 6' VCP( .. z LL] B"PSS(R) r BURIED A HOLE (V) I w N " 0 "I c� N j .— a �- w J 0 a w zw1 0�n z¢`r DIDILBENCHMARK "G" SOUTHERLY MOST BONNET BOLT OF FIRE HYDRANT AT THE CORNER OF S 9TH WATER ALNORTHEAST AND RENTON AVE S `TW=29 RIMER .73AVE .63ELEVATION=306.63' WATER VAL816 S 9TH ST SSMH RIM=302.77PARCEL• RIM, 317.11 TW=299.329470-01118" PVC (E, W) 12"DEC 6"VCP (N) CRC: 308.81 a-' / RIM=302.82 TW=299.62 SCO HEDGE ' GRAVEL: CIA WATER VAL E DRIVE CRASS RIM=304 19 V) - SSMH(R) 8 W 8"W P -W-- I - BURIED 4 N S WATER VALVE 9TH S' RIM=302.82 W'yp TW=299.32 I 14"DE ASPHALT (DEDICATED PUBLIC RI( NO MONUMENT FOUND S6 CALCULATED POSITION ��pp ��..// N: 175227.0928 S EEL P�- _— _AC 2_ I AZ" P v E 1302293.9905 G ARD 1 o" AIL G34°c \qQiN °DRIVE 14"CO �S Q g Ck- WA ER VALV I O"M RIM=300.5 o 2 TW=298.5 BLR deb. I a I EAVE E a N Q I N 2 mw 001 Q � Of a 0 a. o rNi I V1 SAO(R) SEO% Q N PROPOSED SANITARY SEWER. SSMH SEE SHEET S-12. RIM=289.94 0 Q COC=280.74 + Ca (12"CONC N) f� I (8"CONC S) I — — • • — • •—MATCHUNE: SEE SHEET W-S — • • — • • — P • • RE SHOWN ONE -CALL RE ENCE ILITIES ON Y ACONTRACTOR OR R ® ALL FIELD LOCATE ALL EXISTING 800- 424- 55 JWILITIES A MINIMUM OF 72 HOURS Knowwhatsbelow. PRIOR TO CONSTRUCTION. Call before you dig. ORIGINAL PLANS STAMPED Ott: AN R YY YGANYGANDT Ok9/19/17 SSS`J� i I I I I FOUND TACK IN LEAD DOWN L 2.20' IN MONUMENT IN CASE BELOW ASPHALT N: 175219.2632 E I Z02613.5946 I BENCHMARK "F TOP CENTER BOLT OF FIRE HYDRANT AT THE NORTHWEST CORNER OF SI 9TH AVE AND GRANT AVE S 1 - 12 x8" TAPPING TEE (MJxFL) W/ \EL E VAT IO N-349.39 CONC. THRUST BLOCK 1 - 8" GV (FLxMJ) WATER VALV1 - 6" $POOL IM=34 8 REMOVED TW=3 2.33 ASPH 1 — R" I/FRWA/ CROSS h/ /..L7 1 DRIVE /. 1 84"CON I —r 0 I _ rn GRASS V � -o PP A Y GRASP OHP+ pf{ ASS OHP V) 0, - IF P pRV � S � 8"PSS V\NW10 EET S7 (To BE4 WAY) - GAS — -- ® + CRASS RAss ASPH WM ZOO-- DRIVE 1 DRIVF, EAVE SWITCH SERVICES FROM EX. 4"Cl TO EX. 8"01. EAVE v 1307 S 9TH ST PARCEL: 329470-0120 �Z// 1313 S 9TH ST PARCEL: 329470-0150 PROPOSED STORM DRAIN. SEE SHEET SW-4. SSMH - INDONED) RIM=347.35 COC=342.05 ASPF 20STW IP I I I I �I a.I I I al �I I g WATEF VAL RIM-3 6.9 TW=3 3,50 D. x WATER RIM-3 M„i�M� KEY MAP 812 GRANT AVE S PARCEL: 329470-0231 STA. 0+19.0, 11.6RT S 9774 STREET / —1 - 8" 45' BEND (MJxMJ) W/ CONC. 7HRUST BLOCK V FENCE GRASS ON CRW GRASS ASPHALT [=1 Z 0 20 40 " 1 =20 -PROPOSED STORM DRAIN. SEE SHEET SW-5. 1412 S RAF 32947- EA I GRM LSCAPE BRI W -- H Sv z Ulm IP CJP�� 2�MPE IP G(R) z EL GUAR .:GQMMUNITY Sd� 1 ASPH RAIL I MAILSOXES GRAVEL , DRIVE 28"C N )j LSCAPE 4CW• 2 DWY' RASE 3 LLtdi:.gL` 26"CON Q gONC� —JF 12"CED a 7 DPEIVE �* GR AS / V I p r1 GRASS 12 n. �1 ON � EAVE 12"PINE CAPE m IRON FENCE ON \ IL N ' M CRW/ROCKERY Q �O STA. 0+13.0, 17.6RT S 9TH STREET 903 GRANT AVE S I I a PARCEL: Q w 1 - 8" 45' BEND (MJxMJ) W/ 32s47o-o14s I N $ I CONC. THRUST BLOCK CONNECT TO EXIS77NG 8" Dl 20 I a SEE SHEET W-23 FOR FlTTiNG SCHEDULE AND DETAILS WATER NO TES. 6Q APPROXIMATE LOCA77ON OF EXIS77NG SANITARY SEWER Q1 3' COVER MIN/MUM. (TYP.), UNLESS 07HERWSE SPECIFIED. SERVICE BASED ON AS -BUILT DRAWINGS (TYP.). SIDE � SEWERS ARE AT APPROX. 2'-5' DEPTH. CONTRACTOR 2Q REMOVE EXIS77NG FIRE HYDRANT. SHALL P0774OLE IN ADVANCE TO DETERMINE EXACT GAS AMERICAN SURVEYING & ENVIRONMENTAL, TLC (ASE) CONDUCTED AN AS -BUILT SURVEY TO LOCATE ALL WATER VALVES AND HYDRANTS. AS -BUILT DRAWING REDLINE MARKUPS WERE MAINTAINED BY LASER UNDERGROUND & EARTHWORKS, INC. BY THE ON -SITE CONSTRUCTION FOREMAN AND PROVIDED TO ASE TO PREPARE THE FINAL RECORD DRAWINGS. THE RECORD DRAWINGS REFLECT THE AS -CONSTRUCTED CONDITIONS BASED ON A COMBINATION OF FIELD SURVEY DATA AND THE AS -BUILT REDLINE MARKUP DRAWINGS PROVIDED BY LASER UNDERGROUND & EARTHWORKS, INC. AND SHOULD BE FIELD VERIFIED FOR ANY FUTURE USE. ALL WATER VALVES AND HYDRANTS WERE FIELD SURVEYED IN THEIR AS -BUILT LOCATIONS AND ACCURATELY REFLECTED HEREON. LOCATION AND DEPTH. LOCATE WATER MAIN PIPE JOINT A 3Q CLOSE VALVE AND REMOVE EX. VALVE BOX. (TYPICAL FOR M/N/MUM OF 6' FROM SEWER CROSSING, OR AS APPROVED ABANDONED VALVES) BY ENGINEER. CONTRACTOR SHALL REPAIR DAMAGED SIDE SEWERS AT OWN EXPENSE AS FOLLOWS: Q4 REPLACE EXIS77NG 3/4" WATER SERVICE W1714 NEW 1" WATER SERVICE PER STANDARD DETAIL 320.1. (TYPICAL FOR ALL-N7RIFlED CLAY RE-SEC77ONED W1774 PVC PIPE SPOOL I SERVICES) CONNECT NEW METER SETTER AND NEW AND FLEXIBLE FERNCO COUPLINGS COPPER TAIL PIECE TO CUSTOMER PRIVATE SERVICE LINE. -CONCRETE- RE-SEC77ONED WP774 ROMAC SADDLE I 5Q POTHOLE /N THIS LOCA77ON AHEAD OF WATER MAIN -PVC.-RE-SEC110NED W11H RIGID COUPLINGS OR A INSTALLA7ION TO ESTABLISH LINE AND GRADE. ROMAC SADDLE 7Q EXIS77NG WATERMA/N MUST REMAIN AC7711E DURING CONS7RUC770N. INSTALL NEW WATER MAIN BELOW EXIS77NG WATER MAIN lF NECESSARY. NOTE ALL PIPE SHALL BE BAGGED AND SEALED FROM POINT OF DELIVERY THROUGH INSTALLATION. SURVEYED: SCALE: DATE BRH —ZAAD/ DESIGNED: -201 HORIZONTAL D119831991 A0TYOF RENTON HILL UTILITY REPLACEMENT PROJECT 06/: 19/17 W PiEoe°oK °R"w" AW d R TO S 9TH STREET AG NINE INCH DATUM DRAWING Na: CHECKED AW AG AT FDI LL SCALE Planning/Building/Public Works Dept. STA. 0+00 TO STA.1+70 W-18 IF NOT ONE INCH NO. REVISION BY DATE APPR APPROVED SCALE ACCORDINGLY SHEEP: 26 OF 88 W 044 It, �y_: _ N Z 75 W J W J O Z III Lu w 1 - 8" 90- BEND (MJxMJ) W/ GONG. THRUST BLOCK 15+89.8. . RT jGV) STA. AR AVE S INSTALL• 1 - 8"x6' TEE (M kFL) W/ CONC: THRUST BLOCK 1 - 6" BLIND FLANGE INSTALL B"GV (MJXMJI — e � ' 1 - 8"x6' TEE (M kFL) W/ CONC: THRUST BLOCK 1 - 6" BLIND FLANGE CEDAR AVE S. Id 16+02.4, 4.1'RT,GV) STA. 16+01 c w " T nr" AR AVE S INSTALL• 1 - 81x6' TEE (MJxFL) W/ CONC. THRUST BLOCK 1 - 6"GV (fLxMJ) 2 - 80GV (MJxMJ) 1 - 6" CAP (MJ) + f ~ Q I W � T ? _ CLF EV TCd T C d i T �_,.: � sv� 2 S I P G � Er EX & � . w i�.. �� > SEE SHPROPOSED SANITARY SEWER m m ] EU(P�o ° o ,, ISERT POI INSTAII. ° 6,0 REMOVED • — 7EMP— w .. a nnYiunIII VERTICAL GROSS POILY19=11ING 0 0 a D 0 SIATION PER ' DETAIL joaa 444 CEDAR AVE S STA. 15+93.0 5.5'RT CEDAR A VE S INSTALL: TESTING DETAIL 1 - 8" 90' BEND (MJxMJ) W/ CONC, THRUST BLOCK STA. 15+97f, 15'+LT GERM 1 - 8" 45' BEND (MJxMJ) W/ SHACKLE ROOS & COWL THRUST BLOCK a i REMOVE 8' CAP & SLOW -OFF INSTALL: 1 - 8' SLEEVE CUT do CAP EX. 60W - CONNECT 70 EX 6"W. REMOVE BLIND FLANGE AND INSTALL: 8" FLxMJ ADAPTER 2 - 6" SPOOL 2 - 6" SLEEVE 1 - 6" SLEEVE STA. 16+01.4 &5'LT CEDAR A FrF INSTALL: 1 - 6' 45' BEND (M,&W) W/ I FINAL CONNECTION DETAIL z 3 CONNECTION DETAIL STA. 15+85 CEDAR AVE S AND STA. 15+98 CEDAR AVE S NORTH SCALE: 1 `10' ONE -CALL REFING SHOWN ERENCE ILITIES ON Y. ARE CONTRACTOR OR 61-800-424-55 FIELD LOCATE ALL EXISTING ILITIES A MINIMUM OF 72 HOURS Know what's below. PRIOR TO CONSTRUCTION. call before you dig. _1/ NO. F_ w w of E- U) 2 E- III INSTALL: 1 - 12"x8' TAPPING TEE W/ CONC. THRUST BLOCK 1 - 8'GV (FLxMJ) INSTALL: w 1 t - - CONC. DEADMAN THRUST BLOCK I + U) 'STA. 104-31 5.5 RT CEDAR AVE S = INSTALL: m 1 - 8' 90' BEND (MJxMJ) W/ C6 CONC: THRUST BLOCK MR71CA CRAM en. F.nnun °. STATION /SCR STD. DETAIL O C ilif .�. �lTTll {p1r /—G!� J IV:—VLTA/L JVV�V -' REMOVED T d P o ° GAS ECd( CEDAR AVE S. m REMOVE EX. 6"GV CUT & CAP EX. 6"W! SHACKLE CAP 70 DEADMAN BLOCK. o REMOVE VER77CAL CROSS PIGGING Go 1 - 8" SPOOL 1 - 8" SLEEVE CUT AND CAP EX 6"W ° YI P° o ! o ' EGaI c� CEDAR AVE S. , A o � w �cd CRW � � GARAGE GARAGE 5 TESTING DETAIL FINAL CONNECTION DETAIL CONNECTION DETAIL x6°REDUCER �.5 CAN J �( 5e ° FT' �PROIPOSED SANITARY SEWER. 0SEE SHEET S-2. AMERICAN SURVEYING & ENVIRONMENTAL, LLC (ASE) CONDUCTED AN AS —BUILT SURVEY TO LOCATE ALL WATER VALVES AND HYDRANTS. AS —BUILT DRAWING REDLINE MARKUPS WERE MAINTAINED BY LASER UNDERGROUND & EARTHWORKS, INC. BY THE ON —SITE CONSTRUCTION FOREMAN AND PROVIDED TO ASE TO PREPARE THE FINAL RECORD DRAWINGS. THE RECORD DRAWINGS REFLECT THE AS —CONSTRUCTED CONDITIONS BASED ON A COMBINATION OF FIELD SURVEY DATA AND THE AS —BUILT REDLINE MARKUP DRAWINGS PROVIDED BY LASER UNDERGROUND & EARTHWORKS, INC. AND SHOULD BE FIELD VERIFIED FOR ANY FUTURE USE, ALL WATER VALVES AND HYDRANTS WERE FIELD SURVEYED IN THEIR AS —BUILT LOCATIONS AND ACCURATELY REFLECTED HEREON. REVISION SURVEYED' BRH DESIGNED: AW DRAWN: AW CHECKED' AG BY DATE APPR I AaaRDVED AG N STA. 10+41 CEDAR AVE S SCALE: 1"=10' REMOVED STA. 21+ 57 5. 154 7 TT+ CEDAR. A Ill -IN rT�_PER SID. : . ° S. 4TH STREET ® 6" 22.5° NORTH 6" SLEEVE 16„ ash- 2V2* BEND (MJxFL) W/ MEGA -LUG JOINT RESTRAINT 6,1 1W4- BEND (FLxFL)MJxMJ x6" REDUCER (FLxMJ) W/ MEGA -LUG JaNT RESTRAINT 1 - CONCRE7E THRUST BLOCK a TCd P S. 4TH STREET / STA. 21+57.5. 154'LTi CEDAR A REMOVE VERTICAL CROSS AND /A / " SLEEVE 1 - 8" x 8" REDUCER ilip ° aa ° ° 4 a L ° z 1 as U1 1 a I a — — — a � ° a ° ° ea. ... T—] S TESTING DETAIL FINAL CONNECTION DETAIL 4 CONNECTION DETAIL 3 STA. 21+57 CEDAR AVE S SCALE: 1`10' NORTH SCALE' of AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY N07E• ALL PIPE SHALL BE BAGGED AND SEALED FROM POINT OF DELIVERY THROUGH INSTALLA710N. DATE: VERiINADD 8311 CITY OT RENTON HILL UTILITY REPLACEMENT PROJECT / /F HORIZONTALRTI. N A 191988 1 06 9 R E N T O N PAGEBOOK: DATUM CONNECTION DETAILS DRAWING NO: Planning/Building/Public Works Dept. W-19 SHEET: OF: 27 88 W-H318 214 N 1• W I-_ U a z Lu CJ � W 0 0 of rr a In LLJ 75 LLJ Q IZ Lu `may I— J_ 2 0 z LLJ rr PROP. 8" Of K VV o STA. 21+c��y77& GEDAA_� __& REMOVED INSERT POLYPIG AND #VSTALL: CAP — Q" AR (M L1 W / 7" SLOW —OFF OW OFF & 2 �Cc Al o _ o 4 I P— GTP STA- 914-R9f- 7-4'RT CFOAR AW p TESTING DETAIL p PROP. 8" DI 6" Cl (TO CONNECTION DETAIL STA. 21+84 CEDAR AVE S SCALE: 1 "=10' —dHO dH0 dH0 dH0 3+00 - I - GAS 2ffST'G`AJP RENTON AVE S_ I� REMOVED L GAS G G� TESTING DETAIL ONE- CA L L REFER 1 800- 424- 55 MITI PRIOR dig. EX. 8" DI 1 - 8" SPOOL 1 - 8"x6" REDUCER (M✓xM✓) 1 - 6" SPOOL 1 - 6" SLEEVE AL ° STA21-1.83t 7.4'RT CEDAR AVE S :�71_001 ECT TO EX. 6"W AND INSTALL: " 45' BEND (M✓XM✓) W17H EGA -LUG JOINT RESTRAINT ND CONCRETE 7HRUST BLOCK " SPOOL " SLEEVE o' CEDAR AVE S. Cv c1' ro FINAL CONNECTION DETAIL -© NORTH REMOVE POLYPIG LAUNCH ST4770111 REMOVE EXIS77NG 6" 1014 BEND AND 8"X6" REDUCER. CONNECT TO EX. 8101. INSTALL: 2 - 8" SPOOL 2 - 8" SLEEVE 1 - 87X6" 7EE (MJXFL) W/ CONC. THRUST BLOCK 1 — 6"GV (FLXM✓) VALVE 3+18.4, 20.6'R 3+00 RENTON AVE S. �?'f S TI�IAs� P G P GAS FINAL CONNECTION DETAIL CONNECTION DETAIL _ a STA. 3+21 RENTON AVE S SCALE: 1 "=10' NORTH Wj WIRAFT NG UTILITIES ARE SHOWN FOR ENCE ONLY. CONTRACTOR FIELD LOCATE ALL EXISTING ES A MINIMUM OF 72 HOURS TO CONSTRUCTION. PROPOSED SANITARY SEWER. SEE SHEET S-13. REMOVED STA Z1051 71'RT C 10774 STREET /C LA_...oT IAA/ 8" VERTICAL CROSS PIGGING STA,WN PER S7D DET4IL300.8 7EM 20R R-7 IRUS T BEOGOWG 3+13.6, 7.5'RT STA. " 1�T,5:�7,4T S 10774 STREET INSTALL: 1 - 8" TAPPING TEE 1 - 8"GV (FLXM✓) Vc FRI w 0 GRANT AVE S. ff AMERICAN SURVEYING & ENVIRONMENTAL, LLC (ASE) CONDUCTED AN AS —BUILT SURVEY TO LOCATE ALL WATER VALVES AND HYDRANTS. AS —BUILT DRAWING REDLINE MARKUPS WERE MAINTAINED BY LASER UNDERGROUND & EARTHWORKS, INC. BY THE ON —SITE CONSTRUCTION FOREMAN AND PROVIDED TO ASE TO PREPARE THE FINAL RECORD DRAWINGS. THE RECORD DRAWINGS REFLECT THE AS —CONSTRUCTED CONDITIONS BASED ON A COMBINATION OF FIELD SURVEY DATA AND THE AS —BUILT REDLINE MARKUP DRAWINGS PROVIDED BY LASER UNDERGROUND & EARTHWORKS, INC. AND SHOULD BE FIELD VERIFIED FOR ANY FUTURE USE. ALL WATER VALVES AND HYDRANTS WERE FIELD SURVEYED IN THEIR AS —BUILT LOCATIONS AND ACCURATELY REFLECTED HEREON. 3+65.9, 3.9'RT \ STA. i C1�T�, -1.31 T REN70N AVE S CUT -IN 7EE AND INSTALL: 1 - 8'X8" TEE (M✓XFL) W/ CONS. THRUST BLOCK 1 - 8"GV (FLXM✓) 1 - 8' CAP (M✓) 2- 8" SPOOL 2- 8" SLEEVE G REMOVED I F EX. 8" DI INSERT POL)RG AND INSTALL: LSTA D" CAP /f/L1 W/ 7" RL OH OFFTEI/RARARV TIJR//CTR/A/�✓/A EX. 8" DI I027'RTD:3'RT RENTON AVE S INSTALL: I- FH ASSEMBLY PER STD DETAIL 310.10 REMOVE EX. 6"W AS NEEDED AND CAP ABANDONED 6"W. REVISION SURVEYED: BRH DESIGNED: AW DRAWN: AW CHECKED: AG BY DATE APPIR APPROVED: AG C U PROPOSED SANITARY SEE SHEET S-13 INSTALL: 1 - 8" SPOOL 1 - 8" SLEEVE GRANT AVE S. ff —UGAS --I-- rAS GAS TESTING DETAIL �� CONNECTION DETAIL STA. 3+15 S 10TH STREET SCALE: 1 "=10' dHO — C R W L+_J 0 9a lIGAS GAS GP FINAL CONNECTION DETAIL NORTH Lu Lu D_ \ ~ O CUT CAP EX. 4" Cl 0 U CLOSE AND ABANDON EX. 4"GV: REMOVE POLYPIG LAUNCH STA77ON AND INSTALL: 1 - 8" SPOOL — — — — \ 1 - 8" SLEEVE IHo140 dF�O ° o d d 1 —dH0 dHO — > D cn a+ao I 4+00 — — D/ RENTON AVE S. RENTON AVE S. I I CLOSE VALVE AND REM11 OVE c' PROPOSED SANITARY SEWER. EVS77NG VALVE BOX. CUT, PROPOSED SANITARY SEWER. y SEE SHEET S-5. c� CAP AND BLOCK EXISTING SEE SHEET S-5. 6"Cl WATER. I I O� EX. 8 ' DI 6 �I BE ABANDONED) IQD EX 6 �I BE A�ANDONED) J I lnl TESTING DETAIL FINAL CONNECTION DETAIL 8 CONNECTION DETAIL W5 STA. 3+62 RENTON AVE S SCALE: 1 "=10' NORTH NOTE. • ALL PIPE SHALL BE BAGGED AND SEALED FROM POINT OF DELIVERY 7HROUGH INSTALLAT70N. SCALE: 1"=10HORIZONTAL ND 11983/1991 ii ,� CITY OF RENTON HILL UTILITY REPLACEMENT PROJECT 06/19/17 00K: RENTON PAGE: ONE INCH DATUM CONNECTION DETAILS DRAWING NO: IFU Planning/Building/Public Works Dept. W-20 IF NOT ONE INCH SCN-E DCORDINGLY SHEET: OF: 28 88 IWI-101318 1214 N 7 10+24.9, 14.5LT 1 STA 1A ",vTz-. 6; 9-.81 i RENTON AVE S INSTALL: 1 - 8'x8' TEE (MJwMJ) W/ CONC. THRUST BLOCK 2- 80GV (MJxM✓) FL 10+24, 2.7LT 2 STA ; RENTON AVE S. INSTALL: 1 - 8'x8" TEE (MJxMJ"CONC. THRUST BLOCK 1- 8'GV bVxiQ) FLxFL 1 - 8' SfF6OL OSTA 10+06.4, 3.7'RT RENTON AVE S INSTALL: 1 - 8' 45- BEND (M✓XM✓) W/ CONC. THRUST BLOCK 1 - 8' CAP (M✓) -BLOW OFF- ASSEMBLY TEMPORARY 7HRUST BLOCK -,---2' I 4 STA 1 +2 .4, 7.2RT '�'� �'�,�RT RENTON AVE S. INSTALL: 1 - 87x8" TEE (MJxFL) W/ CONC. THRUST BLOCK 1 - 8'GV (FLxM✓) 2 - 8' CAP (M✓) 1 — 80 VER77CAI GROSS PO YP/G STAT?ON PER SM. DETAIL 300.6 1 - CONC. THRUST BLOCK OSTA 10+37.6, 7.0'RT RENTON AVE S INSTALL: I- CONCRETE DEADMAN THRUST BLOCK SHACKLE DEADMAN BLOCK TO EXIS77NG 6"x8' TEE OSTA 10+06.4, 3.7'RT RENTON AVE S CONNECT TO EX. 8' DI WATER. INSTALL: 1 - 8' 45- BEND (M✓XM✓) W/ CONC. THRUST BLOCK 2- 8' SPOOL 2 - 8' SLEEVE 1 - SHACKLE RODS OSTA '^?z,� -o3oT V RENTON AVE S CONNECT TO EX. 8' DI WATER. SHACKLE DEAD MAN BLOCK TO NEW 8" TEE. INSTALL: 1 - 8' SPOOL 1 - 8' SLEEVE INSTALL 1C1 I r 100 AW#A C900 IN PLACE Rr E 4STING 10" /,GP SEKI w/ c XIB r FEI?NCO COUPLINGS IF NECESSARY DUE TO I W7En PIPE CLEARANCE W7H EYI 71NG�'�/CCcGtlATR�� AND POMV71AL -DA MAGE E T�GI�LINE CO �ST{RUCT OABANDON GATE VALVE. CLOSE VALVE AND REMOVE VALVE BOX. CAP AND BLOCK VALVE. AMERICAN SURVEYING & ENVIRONMENTAL, LLC (ASE) CONDUCTED AN AS -BUILT SURVEY TO LOCATE ALL WATER VALVES AND HYDRANTS. AS -BUILT DRAWING REDLINE MARKUPS WERE MAINTAINED BY LASER UNDERGROUND & EARTHWORKS, INC. BY THE ON -SITE CONSTRUCTION FOREMAN AND PROVIDED TO AGE TO PREPARE THE FINAL RECORD DRAWINGS. THE RECORD DRAWINGS REFLECT THE AS -CONSTRUCTED CONDITIONS BASED ON A COMBINATION OF FIELD SURVEY DATA AND THE AS -BUILT REDLINE MARKUP DRAWINGS PROVIDED BY LASER UNDERGROUND & EARTHWORKS, INC. AND SHOULD BE FIELD VERIFIED FOR ANY FUTURE USE. ALL WATER VALVES AND HYDRANTS WERE FIELD SURVEYED IN THEIR AS -BUILT LOCATIONS AND ACCURATELY REFLECTED HEREON. �_1 0-) z PROPOSED SANITARY SEWER. SEE SHEET S-4. i L \ 24"CED z ON AVE S. Z EX. 6" Cl (TO BE ABANDONED)/ Y o° s Po a ° oP r ° 0 3 c� N H C w w of U) o GAS W D r W ik �, 0-) z PROPOSED SANITARY SEWER. SEE SHEET S-4. �� 24"CED dH0 RENTON AVE S. TESTING DETAIL 9 l� r n 6 n� w EX. 6" Cl (TO BE ABANDON 1 w w I of H S AS GAS _ N r W ° oP r + ° O N I FINAL CONNECTION DETAIL CONNECTION DETAIL • ONE- CA L L REFEING RENCE NCE UTILITIES ONLY. ACO CONTRACTORRE 'ALLOWN OR ® ALL FIELD LOCATE ALL EXISTING 800- 424- 55 JWILITIES TOCONSTRUCTION.CO N72 HOURS now. what's below. call before you dig. STA. 10+23 RENTON AVE S SCALE: 1 "=10' N.,. 1 o MIS 's 2 0 2 Q � m a al NUj STA. 0+07-+3'tLT S 77H STREET 2 INSERT POLYPIG AND INSTALL: 4 1 1 - 8' CAP (M✓) W/ 2' BLOW -OFF ° U I AND TEMPORARY THRUST BLOCKING ° a ° fN \S GAS - \S GAS - T— ° �o IL a 4 N W 0 q g 1 a D / rit g° a S1 -, ao —PROPOSED STORM WATER. SEE SHEET SW-2. Mom uw 1, . I IlI n u n 0 E8 2 (a + EVJ ~ S I ° TESTING DETAIL REMOVE POLYPIG LAUNCH STA71ON AND INSTALL: 1 - 8' SPOOL 1 - 8' SLEEVE CUT & CAP 1 - 8' 22Y2' BEND (M✓XM✓) W/ EX. 40W — — CONC. THRUST BLOCK a Uj p a JL41 a x > W � � 1� a° C) R 4 �, O S. 7TH STREET 4N S. 7TH STREET EX. 6" DI 4 EX. 6" DI (TO BE ABANDONED) (TO BE ABANDONED) CUT & CAP EX. 60W EX. 10 SS p EX 10 SS PROPOSED STORM WATER. a q N C 2 SEE SHEET SW-1. STA. 8.5'LT CEDAR AVE S 0 - Z REMOVE EX. 8'X6" REDUCER AND 8° 'o Z SPOOL. CONNCET TO EX. 80GV. m INSTALL: A- -1 - 80 SPOOL a 1 8�LEE L � ro 1 - 8' 22Y2' BEND (M✓xM✓) w/ PROPOSED STORM WATER. S CONC. THRUST BLOCK SEE SHEET SII SHACKLE FROM EX. 120x8' TEE TO I NEW 8" 22 Yi BEND FINAL CONNECTION DETAIL CONNECTION DETAIL ST-0 A. 6+37 CEDAR AVE S SCALE: 1 "=10' NORTH / 8CN L1l"�CO REMOVED EXISTING 6" GAS VALVE; 4. / ADDED NEW GAS VALVE ;AS a /❑ I S ;AS 0 AL U a at p o ° PROPOSED STORM WATER. SEE SHEET SW-2. 0 NORTH .,LVIJIUN \ G24 S 60 � INSTALL: 1 - 8" TEE (FLxFL) 2 - 8"GV (FLxMJ) 1 - 8' BLIND FLANGE 1 - 8" SPOOL 2 - CONC. 714RUST BLOCK 1 - TEMPORARY THRUST BLOCK N V - - G2 RENTON AVE S. 7 PROP. 8' DI REMOVED EXISTING 6" GAS VALVE; Ile STA. 22+49.8 9.21T RENTON AVE S STA. 22+55.8 9.21T RENTON AVE CONNECT TO EX. 6"x6' TEE INSTALL: 1 - 8' 90- BEND (FLxFL) W/ CONC. THRUST BLOCK 2- 8 W REDUCER (M✓XM✓) / 2- 8' SPOOL 2- 6' SPOOL / 1 - 8' SLEEVE 1 - 6m SLEEVE / ❑ I S SHACKLE BEND TO TEE ° G � � a ° o � o ° ° E . 6" DI � EX. 6" Cl TO BE ABANDONED \G S Q EX. 8" SS = N G 2 CUT & CAP EX. 60W G24 RENTON AVE S. V) PROP. 8' Dl d-- SV . SV; °22+61.7, 3.61RT TESTING DETAIL FINAL CONNECTION DETAIL 11 CONNECTION DETAIL W8 STA 22+56 RENTON AVE S 0 SCALE: 1 "=10' NORTH NOTE. • ALL PIPE SHALL BE BAGGED AND SEALED FROM POINT OF DELIVERY 714ROUGH INSTALLATION. SURVEYED: SCALE: DAIS: BRH VERTICAL: NAVD 83/1 RENTON HILL UTILITY REPLACEMENT PROJECT 6/ / HORIZONTAL: NAD 191988 1 Q6 19 17 DESIGNED: 1 "— 10, �� rt CITY OF FIEL0900K: AW DRAWN: RENTON CONNECTION DETAILS PAGE: AW II— ONE INCH II DATUM DRAWING N0: CHECKED: AT FUI LL S LE l Planning/Building/Public Works Dept. W-21 AG IF NOT ONE INCH BY DATE APPR APPRWEOA:G SOALE ACCORDINGLY SHEET: nn OF: IWI-10131812141 81. 1• i AMERICAN SURVEYING & ENVIRONMENTAL, LLC (ASE) CONDUCTED AN AS -BUILT SURVEY TO LOCATE ALL WATER VALVES AND HYDRANTS. AS -BUILT DRAWING REDLINE MARKUPS WERE MAINTAINED BY LASER UNDERGROUND & EARTHWORKS, INC. BY THE ON -SITE CONSTRUCTION FOREMAN AND PROVIDED TO AGE TO PREPARE THE FINAL RECORD DRAWINGS. THE RECORD DRAWINGS REFLECT THE AS -CONSTRUCTED CONDITIONS BASED ON A COMBINATION OF FIELD SURVEY DATA AND THE AS -BUILT REDLINE MARKUP DRAWINGS PROVIDED BY LASER UNDERGROUND & EARTHWORKS, INC. AND SHOULD BE FIELD VERIFIED FOR ANY FUTURE USE. ALL WATER VALVES AND HYDRANTS WERE FIELD SURVEYED IN THEIR AS -BUILT LOCATIONS AND ACCURATELY REFLECTED HEREON. �(P STA. 9+7a4, 321T S 7TH STREET = STA. 12+22.9. 5 0'LTHIGH AVE S INSTALL: 1 - 8'X8" TEE (M✓xM) W/ CONC THRUST BLOCK -. 1 - 8' GV (kfJxMJ) 1 - 8" PLUG (M✓) PROP. 8" DI PROPOSED STORM WATER. SEE SHEET SII g+7 .S7 23'LT STA. 9+ _ _ _W S 77H STREET = STA. 12+15.$ 5.0'LT HIGH AVE S INSTALL: FLxFL 1 - 8'X8" TEE (M✓xM✓) W/ CONC THRUST BLOCK 1 - 8' SPOOL 2- 8' GV (AUxM✓) -i - n' VER' nA/ nOACC On/ V O/n STA T/M/ -PER -ST STANDARD DETAIL 30016 REMOVED ZA NAN CLOSE VALVE AND REMOVE EX. VALVE BOX. (TYPICAL FOR ABANDONED VALVES) CAP EX. //VFn7 6' GV. EX. RENTON AVE S. EX. 12 SD 3(P TESTING DETAIL CONNECTION DETAIL STA. 29+4/ EENTON AVE S SCALE: 1 "=10' R U) I dH0 — JT/ I _ I 1 - `6" SPOOL 1 - 6fi" 1014BEND (M✓xM✓) 1 - 8" x 6" REDUCER (MJx MJ) SHACKLE II%' BENDS TO EX 6" FLANGED TEE. —� --0- L-EEVE— — — EX. 8" SS FX 12 SO RENTON AVE S. FINAL CONNECTION DETAIL NORTH P CAP EX. 6'W (TYP) PROP. 8" DI \ I REMOVE POLY PIG INSTALL: 2 - 8' SPOOL 1 - 8" SLEEVE S. 7TH STREE i X0+00 1 IPROPOSED SANITARY SEWER. SEE SHEET S-8. TESTING DETAIL 14 CONNECTION DETAIL ONE- CA L L RE ER PALL 1 800- 424- 55 JWILITI PRIOR dig. STA. 12+23 HIGH AVE. S. SCALE: 1 "=10' NG UTILITIES ARE SHOWN FOR ENCE ONLY. CONTRACTOR FIELD LOCATE ALL EXISTING ES A MINIMUM OF 72 HOURS TO CONSTRUCTION. ORIGINAL PLANS STAMPED Or ANDREW WE1'GANDT ON:9/19/17 REMOVE EX. BOW TEE AND GATE VALVES CONNECT TO EX. 8' D1. INSTALL: 20LFf 8" CL-52 DI I° 1 - bw SLEEVE I BE ABANDONE CUT & CAP E . 6wW (TYP) `PROPOSED STORM WATER SEE SHEET SW-J. S. 7TH STREEL i 10+00 PROPOSED SANITARY SEWER. a SEE SHEET S-8. FINAL CONNECTION DETAIL ( b NORTH 0+05.5. 16.2'LT(W V) STA. HIGH AVE S INSTALL: 1 - 8"X8' TAPPING TEE (M✓XFL) W/ CONC THRUST BLOCK E A V E 1 - 8" GV (FLxM✓) 1 - 8" PLUG (MJ) - w VERTfa4L CROSS POLY PIG STA7101V PER STANDARD DET,."& 30016 TEMPORARY T` RUST BEOCIG;NG 'CONC pDRWE 00 GRASS I 10'DWY I 10'DVhY ° I_ o I N ORA Q Do TESTING DETAIL 0+05.5, 16.2'LT(WV) STA. 0+16-+, 18.51T HIGH AVE S REMOVE POLY PIG STA71ON AND 2 - 8' SPOOL 1 - 8' SLEEVE EAVE "CONC TI ORWE � WF---- 00 e GRASS IQ M � URA 0 LID fA FINAL CONNECTION DETAIL CONNECTION DETAIL STA. 0+07 HIGH AVE S SCALE: 1 "=10' NORTH P07HOLE THIS LOCA7101V BEFORE INSTALLING TEE. rPROPOSED SANITARY SEWER. I SEE SHEET S-7. G4 1 - 8" 90' BEND (M✓xM✓) W/ CONC. THRUST BLOCK 1 - ➢" CAP /I/ /1 W1 O" BLOW OFF REMOVED TEMPORARY 77#?UST BLOCKING ° II N S` � s I � � TESTING DETAIL 15 GA9 dIYIDIP� ° cry G4 PROPOSED SANITARY SEWERR, SEE SHEET S-7. STA. 6+90.01 9.0'RT S 77H STREET AS — REMOVE EXIS77NG BLOW -OFF AND CONNECT TO EX. 8"W. INSTALL: 1 - 8" SPOOL r 2 1 - 8" SLEEVE °a I ° LU LU I ° P w w I ss LU of U S Do °° � t w ♦ � rn FINAL CONNECTION DETAIL CONNECTION DETAIL STA. 7+09 S. 7TH STREET SCALE: 1 "=10' NORTH NOTE. ALL PIPE SHALL BE BAGGED AND SEALED FROM POINT OF DELIVERY THROUGH INSTALLATION. SURVEYED: SCALE: DAIS: BRH VERTICAL: NAVD RENTON HILL UTILITY REPLACEMENT PROJECT c/ /17 HORIZONTAL: NAD 19198883/1 1 06 DESIGNED: 1 "- 1 D' �� rt C I T Y O 19FIELO9OOK: AW DRAWN: RENTON AW CONNECTION DETAILS PAGE: II- ONE INCH II DATUM DRAWING N0: CHECKED: AT FUI LL S LE l Plan nin Buildin Public Works Dent W-22 AW, AG IF NOT ONE INCH �/ �/ P NO. REVISION BY DATE APPR APPROVED::G SCNE ACCORDINGLY SHEET: ZO OR 88 IWI-10131812141 w a w //YJ /nLL U VVMU//YL L/YU. � N 1 - 8" 22942• BEND WJ) 00 co 1 - CONCRETE THRUST BLOCKING N INSTALL TEMPORARY 2" BLOW -OFF W/ TEMPORARY BLOCKING GA' v t o, % IMM ��I` J GAS W Q U z W STA. 6+25.8, 6.0'LT GRANT AVE S LU INSTALL: W 0 1----BICAP--(Md) 0 1 70 BLOW ACC a In TEMPORARY 71IRUST BLOCKING I— Lu 7 C) Q � In rr- 9 J Z 0 LLJ rr- ��1U EX. 6 REMOVE POLY PIG LAUNCH AND INSTALL: 2 - 8" SPOOL 2-T - 8" SEEVE IL -- GAS 3AS GAS e-+T GRA T AVE. S. -(T0 P NED) 6 V OHP OHP STA. +a ,11 GRANT AVE S CUT -IN TEE. INSTALL: 7 1 - 67x6" TEE (FLxFL) W/ CONC. THRUST 6 BLOCK 5 i, 2 - 6" GV (FLxMJ) 1 - fi x8" INCREASER (FLxFL) / s 1 - 8" GV (FLxM✓) 2 - 6" SPOOL y 5' 2 - 6" 7RANS777ON COUPLING GO X <-,P TESTING DETAIL 1s CONNECTION DETAIL CUT IN. 1 - 8'x8" TEE (M✓XFL) W/ CONC. 774RUST BLOCK 1 - 8-GV (FLxM✓) 1 - 80GV (M✓XM✓) 1 - 8" SPOOL 1 - 8" SLEEVE MID dHO REMOVED .. .. STA. - -7-Tsf S7TEET INSTALL: 1 - 8" 90' BEND (M✓xM✓) W/ CONC. THRUST BLOCK STA. 6+48 GRANT AVE. S. SCALE: 1 "=10' 6 CLOSE EXlST1NG GATE VALVE• / PLUG AND BLOCK. REMOVE 5 VALVE BOX. INSTALL: ��Py 1 - 6" M✓ PLUG / GO 1 - CONC. THRUST BLOCK 0�P FINAL CONNECTION DETAIL STA. 14+68.3. 6.51T HIGH INSTALL: 1 - CONC. DEADMAN BLOCK NORTH -i -- 81CAP W REMOVED -i - O" BLOW W ACC 1 - TEMPORARY 774RUST BLOCKING 1 - 8" 45' BEND W/ CONC. THRUST BLOCK dH0 —dHO dHO--dHO dHO OHP 1 Jm.l 1 dH0 - dHO-- EX. 8"W EX. 6"W (TO BE ABANDONED PROPOSED SANITARY SEWER. CUT AND CAP SEE SHEET S-8. LS. 7TH STREET S. 7TH STREET PROPOSED SANITARY SEWER. SEE SHEET S-8. TESTING DETAIL FINAL CONNECTION DETAIL 18 CONNECTION DETAIL STA. 11+58 S 7TH STREET SCALE: 1 "=10' NORTH ui—.800-424-55 ONE- CA L L REEING i R NCE (LITIES OWN ONLY. ACORE THRACTOR OR ALL MELD LOCATE ALL EXISTING PALL A MINIMUM OF 72 HOURS nowwhat'sbelow. PRIOR TO CONSTRUCTION. call before you dig. ORIGINAL PLANS STAMPED BY: ANDREW WEIGANDT ON:9/19/17 Rol REVISION SURVEYED: BRH DESIGNED: AW DRAWN: AW CHECKED: AW, AG BY DATE APPR I APPROVED: AG 040 laq 0 3 10 TESTING DETAIL Ck•` — OHP— ____�—CONNECT TO 8" PROVISIONAL TEE. SEE SHEET W-14 FOR DETAILS CONNECTION DETAIL STA. 14+64 HIGH AVE S SCALE: 1 "=10' SCA E: VERTICAL: NAVD 1998 � CITY 0 F 1 =10' HORIZONTAL: NAD 1983/1991 �6 �® RENTON ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SOALE ACCORDINGLY I CONNECT TO 8" PROVISIONAL TEE. SEE SHEET W-14 FOR DETAILS +g5, 1.3'LT+6d, z:1'LT HIGH AVE. S : FLxFL6" TEE (fAVJ)GV (MJXMJ)FLxMJV (MJxMJ)FLxMJ SPOOL SLEEVESPOOLSLEEVE LG CUT AND CAP EX. 60CI / 1 hI O W do CAP EX. 6" C/ 3 We FINAL CONNECTION DETAIL (D NORTH AMERICAN SURVEYING & ENVIRONMENTAL, LLC (ASE) CONDUCTED AN AS -BUILT SURVEY TO LOCATE ALL WATER VALVES AND HYDRANTS. AS -BUILT DRAWING REDLINE MARKUPS WERE MAINTAINED BY LASER UNDERGROUND & EARTHWORKS, INC. BY THE ON -SITE CONSTRUCTION FOREMAN AND PROVIDED TO ASE TO PREPARE THE FINAL RECORD DRAWINGS. THE RECORD DRAWINGS REFLECT THE AS -CONSTRUCTED CONDITIONS BASED ON A COMBINATION OF FIELD SURVEY DATA AND THE AS -BUILT REDLINE MARKUP DRAWINGS PROVIDED BY LASER UNDERGROUND & EARTHWORKS, INC. AND SHOULD BE FIELD VERIFIED FOR ANY FUTURE USE. ALL WATER VALVES AND HYDRANTS WERE FIELD SURVEYED IN THEIR AS -BUILT LOCATIONS AND ACCURATELY REFLECTED HEREON. NOTE. • ALL PIPE SHALL BE BAGGED AND SEALED FROM POINT OF DELIVERY 774ROUGH INSTALLA RON. DAIS: RENTON HILL UTILITY REPLACEMENT PROJECT 06/19/17 FEL CONNECTION DETAILS PAGE: DRAWING N0: W-23 SHEET: 31 OF:80 WI 1013181214 81. N 7 i w 71 C) a z LLJ W 0 of O m Q._ In I— LLJ 75 LLJ Q IZ rr- J z 0 I— z LLJ rr- STA. 11+80.8, 2B2'LT JONES AVE S = STA. 12+71.2, 17.6'RT S 77H STREET INSTALL: BEACON VE S. 1 - CONC. DEADMAN BLOCK ,, 00 1 o 1 — 8-GAP /I/ /1 I _ 20 R10W nC'C REMOVED — TCl/DAD AGV Td/O/ICT G/M///A// STA. 12+66.4 22.0'RT S 77H STREET INSTALL: / 1 - 8" 45' BEND (M✓xM✓) W/ CONC. THRUST BLOCK 101 PROPOSED SANITARY SEWER. SEE SHEET S-8. O 5. / /%, i m PROPOSED SANITARY SEWER. SEE SHEET S-8. i TESTING DETAIL / c, / INSERT POLYPIG. INSTALL: 1 8VAP-(MJ) f� -i — z BLOW—O F REMOVED / l cei, `11 99.0 USE SECOND POLYPIG FOR 07HER PIGGING RUN. SEE SHEET W-25. STA. 11+58.9, 15.3 TL JONES AVE S = 10 STA. 12+83.4 39.8'RT S 7774 STREET INSTALL: ao 2SA 1 - 8" 45' BEND (M✓xM✓) W/ CONC. 7HRUST v �� BLOCK S44'19'43"E 81. O,L �S 7\7777\ 9L % STA. 12+66.4, 22.0'RT S 7TH STREET= STA. 11+76.2. 32.81T JONES AVE S INSTALL: 1 - 8"W TEE (MJxMJ) 3 - 8'GV (MJxMJ) FLxMJ 3 - 8' SPOOL 3 - 8' SLEEVE FINAL CONNECTION DETAIL CONNECTION DETAIL STA. 11+76 JONES AVE S = STA. 12+67 S 7TH STREET NORTH SCALE: 1 "=10' •iul-.800-424-55 ONE- CA L L RE EING R NCE UTILITIES ARE ONLY. CO THRACTOR OR ALL FIELD LOCATE ALL EXISTING JWILITIES TOCONSTRUCTION.CO N72 HOURS now. what's below. call before you dig. ORIGINAL PLANS STAMPED BY: ANDREW WEIGANDT ON:8/19/I7 Rol / 0+03, 17'RT STA. 0 ^x-� - -?e;RT S 97H STREET INSTALL: 1 - 12"X8- TAPPING TEE (M✓xFL) W/ CONC THRUST BLOCK 1 - 8" GV (FLxM✓) 1 - 8" PLUG (MJ) U] LU � p W z /Q �p zT a Q XQ w 00 (� W m X w =e O v _-- — GAS GAS — GAS -M S I 2 P G I - 12"" CI 8- S. 9TH STREET u —i — �— PROPOSED STORM DRAINAGE. SEE SHEET SW-5. EX. 4"X6" CROSS (I) c EX. /4"C11B ABAN DNJD)EX. 6"CI TO BE ABANDONED' ■OHP FFF ■ STA. 0+16f, 18.51T HIGH AVE S 1 - 8' SPOOL 1 - 8' SLEEVE 'I I D ETAI L oa p OHP— r;_:�3 . '_ CONNECTION DETAIL STA. —0+04 S. 9TH STREEI SCALE: 1 "=10' 2 - 8' SPOOL 1 - 8" SLEEVE U) C Ld w Z Q N + O �zzo�Q0 Lt- XQ cc 0 W m X w O i GAS 2 M P S G I 12" CI c S. 9TH STREET — o - p - PROPOSED — STORM DRAINAGE. SEE SHEET SW-5. ��JJ dABAON Ln � D EX. 6"W (TO BE ABANDONED II II I I SZ / FINAL CONNECTION DETAIL KZV NORTH AMERICAN SURVEYING & ENVIRONMENTAL, LLC (ASE) CONDUCTED AN AS -BUILT SURVEY TO LOCATE ALL WATER VALVES AND HYDRANTS. AS -BUILT DRAWING REDLINE MARKUPS WERE MAINTAINED BY LASER UNDERGROUND & EARTHWORKS, INC. BY THE ON -SITE CONSTRUCTION FOREMAN AND PROVIDED TO ASE TO PREPARE THE FINAL RECORD DRAWINGS. THE RECORD DRAWINGS REFLECT THE AS -CONSTRUCTED CONDITIONS BASED ON A COMBINATION OF FIELD SURVEY DATA AND THE AS -BUILT REDLINE MARKUP DRAWINGS PROVIDED BY LASER UNDERGROUND & EARTHWORKS, INC. AND SHOULD BE FIELD VERIFIED FOR ANY FUTURE USE. ALL WATER VALVES AND HYDRANTS WERE FIELD SURVEYED IN THEIR AS -BUILT LOCATIONS AND ACCURATELY REFLECTED HEREON. NOTE. • ALL PIPE SHALL BE BAGGED AND SEALED FROM POINT OF DELIVERY THROUGH INSTALLA710N. SURVEYED: SCALE: DAIS: BRH VERTICAL: NAVD 83/1 RENTON HILL UTILITY REPLACEMENT PROJECT / / HORIZONTAL: NAD 191988 1 06 19 17 DESIGNED: 1 "— 10 �� rt C 1 T Y OF FIELOBOOK: AW RENTON DRAWN: AW CONNECTION DETAILS PAGE: II— ONE INCH II DATUM DRAWING N0: CHECKED: AT FUI LL SCALE l Plannin Buildin Public Works Dent W-24 AW, AG IF NOT ONE INCH �/ �/ P REVISION BY DATE APPR APPRWEO:G z2 SCALE ACCORDINGLY SHEET: OF: A88 IWI-1013181214T