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Home My WebLink AboutMAP_Renton_DUIP_Plans_11x17_90pct_20200323_v1CITY OF RENTON, WASHINGTON DOWNTOWN UTILITY IMPROVEMENT PROJECT 18-2251 MARCH 2020 \\ad.msa-ep.com\Everett\evt_projects\18\2251 - renton duip phase 2\CAD\Sheets\18-2251-WA-GEN.dwg G-1 3/6/2020 9:48 AM BRETT.WILLIAMS 23.0s (LMS Tech)S 6TH ST PROJECT LOCATION VICINITY MAP SCALE: 1"=1000'BURNETT AVE SS 2ND ST SHATTUCK AVE SS 134TH S T 405 LAKE WASHINGTON OWNER: CITY OF RENTON 1055 S GRADY WAY, FIFTH FLOOR RENTON, WA 98057 (425) 430-7313 HOUS E R W A Y S 90% SUBMITTAL 520 PIKE STREET, SUITE 1350 SEATTLE, WA 98101 P 206.462.7030 S 3RD ST CITY OF RENTON Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 NO.DATEBYREVISIONNOT TO SCALETHEN DRAWING ISNOT MEASURE 1"IF THIS BAR DOESNOTICECHECKEDDRAWNDESIGNEDPROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-GEN.dwg G-2 3/6/2020 9:48 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET1201NO.DATEBYREVISIONNOT TO SCALETHEN DRAWING ISNOT MEASURE 1"IF THIS BAR DOESNOTICECHECKEDDRAWNDESIGNEDPROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-GEN.dwg G-2 3/6/2020 9:48 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET120118-2251G-2ofXRENTON DOWNTOWNUTILITYIMPROVEMENTSPROJECTMARCH 202090% SUBMITTALTTTAS SHOWNMurraysmithwww.murraysmith.usPRELIMINARY ONLYDO NOT USE FOR CONSTRUCTIONMarch 2020SHEET INDEXINDEX OF DRAWINGSGENERAL1G-1TITLE SHEET AND VICINITY MAP2G-2SHEET INDEX3G-3SYMBOLS AND LEGEND4G-4ABBREVIATIONS5G-5GENERAL NOTES6G-6SURVEY DATA CONTROL PLAN AND NOTES7G-7PRE-CONSTRUCTION POTHOLE DATA PLAN AND BLOCK DESIGNATIONS8G-8PRE-CONSTRUCTION POTHOLE DATA TABLE9G-9TYPICAL EROSION & SEDIMENT CONTROL PLAN AND NOTESDEMOLITION PLANS10D-1 & D-2S 2ND ST DEMOLITION PLANS STA A0+00 TO STA A9+6011D-3 & D-4S 2ND ST DEMOLITION PLANS STA A9+60 TO STA A19+2012D-5 & D-6S 2ND ST & S 3RD ST DEMOLITION PLANS STA A19+20 TO STA A23+40 & STA C0+00 TO STA C4+8013D-7 & D-8S 3RD ST DEMOLITION PLANS STA C4+80 TO STA C14+4014D-9 & D-10S 3RD ST DEMOLITION PLANS STA C14+40 TO STA C24+0015D-11 & D-12S 3RD ST & SIDE SEWER DEMOLITION PLANS STA C24+00 TO STA C26+40 & STA D0+00 TO STA D2+8016D-13 & D-14S 2ND ST DEMOLITION PLANS STA E0+00 TO STA E6+4017D-15 & D-16SHATTUCK AVE S DEMOLITION PLANS STA F0+00 TO STA F9+6018D-17 & D-18SHATTUCK AVE S DEMOLITION PLANS STA F9+60 TO STA F16+0019D-19 & D-20WHITWORTH AVE S DEMOLITION PLANS STA G0+00 TO STA G6+0020D-21MORRIS AVE S DEMOLITION PLANS STA H0+00 TO STA H6+0021D-24S 2ND ST DEMOLITION PLAN STA K0+00 TO STA K4+0022D-25 & D-26MILL AVE S DEMOLITION PLANS STA L0+00 TO STA L9+60SCH A: STORM DRAIN IMPROVEMENTS23SD-3S 2ND ST STORM PLAN & PROFILE STA A9+40 TO STA A14+0024SD-4S 2ND ST STORM PLAN & PROFILE STA A14+00 TO STA A16+4025SD-7S 3RD ST STORM PLAN & PROFILE STA C4+80 TO STA C9+6026SD-8S 3RD ST STORM PLAN & PROFILE STA C9+60 TO STA C14+4027SD-9S 3RD ST STORM PLAN & PROFILE STA C14+40 TO STA C18+8028SD-10S 3RD ST STORM PLAN & PROFILE STA C18+80 TO STA C22+8029SD-15SHATTUCK AVE S STORM PLAN & PROFILE STA F0+00 TO STA F4+8030SD-16SHATTUCK AVE S STORM PLAN & PROFILE STA F4+80 TO F9+6031SD-17SHATTUCK AVE S STORM PLAN & PROFILE STA F9+60 TO F14+4032SD-18SHATTUCK AVE S STORM PLAN & PROFILE STA F14+40 TO F16+0033SD-19WHITWORTH AVE S STORM PLAN & PROFILE STA G0+00 TO G3+2034SD-20WHITWORTH AVE S STORM PLAN & PROFILE STA G3+20 TO G6+0035SD-21MORRIS AVE S STORM PLAN & PROFILE STA H3+20 TO H6+0036SD-24S 2ND ST STORM PLAN & PROFILE STA K2+80 TO K4+0037SD-25MILL AVE S STORM PLAN & PROFILE STA L0+00 TO STA L4+8038SD-26MILL AVE S STORM PLAN & PROFILE STA L4+80 TO STA L9+0039SD-40LATERAL DRAINAGE PROFILES - 140SD-41LATERAL DRAINAGE PROFILES - 241SD-42LATERAL DRAINAGE PROFILES - 342SD-43LATERAL DRAINAGE PROFILES - 443SD-44LATERAL DRAINAGE PROFILES - 544SD-45LATERAL DRAINAGE PROFILES - 645SD-46LATERAL DRAINAGE PROFILES - 746SD-50STRUCTURAL NOTES47SD-51OVERALL SITE PLAN48SD-52VAULT PLANS49SD-53DETAILSSCH B: SANITARY SEWER IMPROVEMENTS50SS-1S 2ND ST SEWER PLAN & PROFILE STA A0+00 TO STA A4+8051SS-2S 2ND ST SEWER PLAN & PROFILE STA A4+80 TO STA A9+6052SS-3S 2ND ST SEWER PLAN & PROFILE STA A9+60 TO STA A14+4053SS-4S 2ND ST SEWER PLAN & PROFILE STA A14+40 TO STA A19+2054SS-5S 2ND ST SEWER PLAN & PROFILE STA A19+20 TO STA 23+4055SS-6S 3RD ST SEWER PLAN & PROFILE STA C0+00 TO STA C4+8056SS-7S 3RD ST SEWER PLAN & PROFILE STA C4+80 TO STA C9+6057SS-8S 3RD ST SEWER PLAN & PROFILE STA C9+60 TO STA C14+4058SS-9S 3RD ST SEWER PLAN & PROFILE STA C14+40 TO STA C18+8059SS-10S 3RD ST SEWER PLAN & PROFILE STA C18+80 TO STA C23+6060SS-11S 3RD ST SEWER PLAN & PROFILE STA C23+60 TO STA C26+4061SS-12SIDE SEWER SEWER PLAN & PROFILE STA D0+00 TO STA D3+2062SS-13S 2ND ST SEWER PLAN & PROFILE STA E0+00 TO STA E2+8063SS-14S 2ND ST SEWER PLAN & PROFILES STA E2+80 TO STA E6+4064SS-15SHATTUCK AVE S SEWER PLAN & PROFILE STA F0+00 TO STA F5+6065SS-16SHATTUCK AVE S SEWER PLAN & PROFILE STA F5+60 TO F6+8066SS-19WHITWORTH AVE S SEWER PLAN & PROFILE STA G0+00 TO G3+2067SS-20WHITWORTH AVE S SEWER PLAN & PROFILE STA G3+20 TO G6+0068SS-21MORRIS AVE S SEWER PLAN & PROFILE STA H0+00 TO STA H5+8069SS-22BURNETT AVE S SEWER PLAN & PROFILE STA J0+00 TO STA J1+0070SS-24S 2ND ST SEWER PLAN & PROFILE STA K0+00 TO K4+2071SS-25MILL AVE S SEWER PLAN & PROFILE STA L0+00 TO STA L4+8072SS-26MILL AVE S SEWER PLAN & PROFILE STA L4+80 TO STA L9+0073SS-27SIDE SEWER SEWER PLAN & PROFILE STA N0+00 TO STA N4+0074SS-28RAINIER AVE S SEWER PLAN & PROFILE STA B0+00 TO STA B3+2075SS-40KING COUNTY CONNECTION DETAIL S 2ND ST & SHATTUCK AVE S76SS-41KING COUNTY CONNECTION DETAIL S 3RD ST & SHATTUCK AVE S77SS-42MISCELLANEOUS SEWER DETAILS78SS-50BOX CULVERT PENETRATION SUPPORT DETAILSSCH C: WATER IMPROVEMENTS79W-1S 2ND ST WATER PLAN & PROFILE STA A0+00 TO STA A4+8080W-2S 2ND ST WATER PLAN & PROFILE STA A4+80 TO STA A9+6081W-3S 2ND ST WATER PLAN & PROFILE STA A9+60 TO STA A14+4082W-15SHATTUCK AVE S WATER PLAN & PROFILE STA F0+00 TO STA F4+8083W-16SHATTUCK AVE S WATER PLAN & PROFILE STA F4+80 TO F9+6084W-19WHITWORTH AVE S WATER PLAN & PROFILE STA G0+00 TO G3+2085W-20WHITWORTH AVE S WATER PLAN & PROFILE STA G3+20 TO G6+0086W-25MILL AVE S WATER PLAN & PROFILE STA L0+00 TO STA L4+8087W-26MILL AVE S WATER PLAN & PROFILE STA L4+80 TO STA L9+0088W-29LAKE AVE S WATER PLAN & PROFILE STA Q0+00 TO STA Q2+0089W-30RENTON HIGH SCHOOL WATER PLAN & PROFILE STA S0+00 TO STA S1+0090W-31SMITHERS AVE S WATER PLAN & PROFILE STA R0+00 TO STA R1+0091W-32S 2ND ST TEMPORARY WATER SERVICE PLAN92W-40WATER CONNECTION DETAILS - 193W-41WATER CONNECTION DETAILS - 294W-42WATER CONNECTION DETAILS - 395W-43WATER CONNECTION DETAILS - 4CATHODIC PROTECTION96ROADWAY RESTORATION PLANS97R-1 & R-2S 2ND ST ROADWAY RESTORATION PLANS STA A0+00 TO STA A9+6098R-3 & R-4S 2ND ST ROADWAY RESTORATION PLANS STA A9+60 TO STA A19+2099R-5 & R-6S 2ND ST & S 3RD ST ROADWAY RESTORATION PLANS STA A19+20 TO STA A23+40 & STA C0+00 TO STA C4+80100R-7 & R-8S 3RD ST ROADWAY RESTORATION PLANS STA C4+80 TO STA C14+40101R-9 & R-10S 3RD ST ROADWAY RESTORATION PLANS STA C14+40 TO STA C24+00102R-11 & R-12S 3RD ST & SIDE SEWER ROADWAY RESTORATION PLANS STA C24+00 TO STA C26+40 & STA D0+00 TO STA D2+80103R-13 & R-14S 2ND ST ROADWAY RESTORATION PLANS STA E0+00 TO STA E6+40104R-15 & R-16SHATTUCK AVE S ROADWAY RESTORATION PLANS STA F0+00 TO STA F9+60105R-17 & R-18SHATTUCK AVE S ROADWAY RESTORATION PLANS STA F9+60 TO STA F16+00106R-19 & R-20WHITWORTH AVE S ROADWAY RESTORATION PLANS STA G0+00 TO STA G6+00107R-21MORRIS AVE S ROADWAY RESTORATION PLANS STA H0+00 TO STA H6+00108R-24S 2ND ST ROADWAY RESTORATION PLANS STA K0+00 TO STA K5+60109R-25 & R-26MILL AVE S ROADWAY RESTORATION PLANS STA L0+00 TO STA L8+00110R-27 & R-28SIDE SEWER & RAINIER AVE S ROADWAY RESTORATION PLANS STA N0+00 TO STA N4+00 & STA B0+00 TO STA B3+20111R-29 & R-30LAVE AVE S & SMITHERS AVE S RESTORATION PLANS STA Q0+00 TO STA Q2+00 & STA R0+00 TO STA R2+00112R-31CURB RAMP DETAILS - 1113R-32CURB RAMP DETAILS - 2114R-33CURB RAMP DETAILS - 3115R-34CURB RAMP DETAILS - 4116R-35CURB RAMP DETAILS - 5117R-36CURB RAMP DETAILS - 6118R-37CURB RAMP DETAILS - 7119R-38CURB RAMP DETAILS - 8120R-39CURB RAMP DETAILS - 9121R-40ROADSIDE DETAIL122R-41ADA RAMP IMPROVEMENTS TABLECP-1CATHODIC PROTECTION - 1 NO.DATEBYREVISIONNOT TO SCALETHEN DRAWING ISNOT MEASURE 1"IF THIS BAR DOESNOTICECHECKEDDRAWNDESIGNEDPROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-GEN.dwg G-3 3/6/2020 9:48 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET1201NO.DATEBYREVISIONNOT TO SCALETHEN DRAWING ISNOT MEASURE 1"IF THIS BAR DOESNOTICECHECKEDDRAWNDESIGNEDPROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-GEN.dwg G-3 3/6/2020 9:48 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET120118-2251G-3ofXRENTON DOWNTOWNUTILITYIMPROVEMENTSPROJECTMARCH 202090% SUBMITTALTTTAS SHOWNMurraysmithwww.murraysmith.usPRELIMINARY ONLYDO NOT USE FOR CONSTRUCTIONMarch 2020SYMBOLS AND LEGENDVALVE8"SDCHAIN LINK FENCESIDEWALKBLOW-OFF ASSEMBLYAIR RELEASE ASSEMBLYTREE DECIDUOUSFIRE HYDRANT ASSEMBLYPULL BOX/JUNCTION BOXTYPE 1 CATCH BASINLIGHT POSTBENCHMARKSIGNWATER METERCLEAN-OUTGUY WIRETHRUST BLOCKUTILITY POLESANITARY SEWER MANHOLEPROPOSEDSTRUCTURE OR FACILITYEDGE OF PAVEMENT/ACTREE/BUSH LINESANITARY SEWER LINEDRAINAGE DITCHEASEMENT/PROPERTY LINERETAINING WALLCURBGUARDRAILBARBWIRE FENCECENTERLINESTORM DRAIN8"SD8"SSTELEPHONE/TELEMETRYTOPOGRAPHIC LEGENDGASWATERLINE10"WEXISTING4"G12" DI WS/W8"SSABANDON PIPEEDGE OF GRAVELTREE CONIFEROUSRIGHT-OF-WAYTEMPORARY SILT FENCESHEET FROM WHICHDETAIL IS TAKEN *SHEET WHERE SECTIONIS SHOWN *SECTION AND DETAIL DESIGNATIONSSECTION DESIGNATIONSDETAIL DESIGNATIONS22SCALE:DETAIL2ASCALE:SECTION2A* NOTE: IF PLAN AND SECTION FOR DETAIL CALL-OUT AND DETAIL ARE SHOWN ON THESAME DRAWING, DRAWING NUMBER IS REPLACED WITH A DASH.SECTION LETTERDESIGNATIONSHEET FROM WHICHSECTION IS TAKEN *SECTION LETTERDESIGNATIONDETAILNUMBERFITTINGPROPOSEDEXISTINGTYPE 2 CATCH BASINOVERHEAD ELECTRICITYCLEARING LIMITSCONSTRUCTION FENCEPOLYPIGCOUPLINGPOTHOLECHAIN LINK FENCESIDEWALKSTRUCTURE OR FACILITYEDGE OF PAVEMENT/ACTREE/BUSH LINEEASEMENT/PROPERTY LINERETAINING WALLCURBGUARDRAILCENTERLINES/WEDGE OF GRAVELRIGHT-OF-WAYTEMPORARY SILT FENCECLEARING LIMITSCONSTRUCTION FENCE NO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-GEN.dwg G-4 3/6/2020 9:48 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 NO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-GEN.dwg G-4 3/6/2020 9:48 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 18-2251 G-4 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 ABBREVIATIONS @ AT AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY & TRANSPORTATION OFFICIALS AB ANCHOR BOLT ABAN (D) ABANDON (ED) ABV ABOVE AC ASBESTOS CEMENT ACP ASPHALTIC CONCRETE PAVING ADA AMERICANS WITH DISABILITIES ACT ADJ ADJUSTABLE ADJC ADJACENT ADPTR ADAPTER AE ANALYZING ELEMENT AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AFG ACTUAL CUBIC FEET PERMIT AHR ANCHOR AIT ANALYZING INDICATION TRANSMITTER AL ALUMINUM ALT ALTERNATE ANSI AMERICAN NATIONAL STANDARDS INSTITUTE APPROX APPROXIMATE APPVD APPROVED APWA AMERICAN PUBLIC WORKS ASSOCIATION ARCH ARCHITECTURAL ARV AIR RELEASE VALVE ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS ASSN ASSOCIATION ASSY ASSEMBLY ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS ATM ATMOSPHERE AUTO AUTOMATIC AUX AUXILIARY AVE AVENUE AVG AVERAGE AWWA AMERICAN WATER WORKS ASSOCIATION BETW BETWEEN BFD BACKFLOW PREVENTION DEVICE BFILL BACK FILL BFV BUTTERFLY VALVE BIO BIOLOGICAL BKGD BACKGROUND BLDG BUILDING BLK BLOCK BLVD BOULEVARD BM BENCHMARK BMP BEST MANAGEMENT PRACTICE BO BLOWOFF BOC BACK OF CURB BOW BOTTOM OF WALL BR BRINE BS BOTH SIDES BSMT BASEMENT BV BALL VALVE BVCS BEGIN VERTICAL CURVE STATION BVCE BEGIN VERTICAL CURVE ELEVATION BW BOTTOM OF WALL BWD BACKWASH DRAIN BWS BACKWASH SUPPLY C TO C CENTER TO CENTER CARV COMBINATION AIR RELEASE VALVE CB CATCH BASIN CCP CONCRETE CYLINDER PIPE CCW COUNTER CLOCKWISE CHAN CHANNEL CHFR CHAMFER CHKV CHECK VALVE CIP CAST IRON PIPE CIPC CAST IN PLACE CONCRETE CISP CAST IRON SOIL PIPE CJ CONSTRUCTION JOINT CL CENTERLINE CLJ CONTROL JOINT CLR CLEAR CMP CORRUGATED METAL PIPE CMU CONCRETE MASONRY UNIT CO CLEANOUT COL COLUMN COMB COMBINATION CONC CONCRETE CONN CONNECTION CONST CONSTRUCTION CONT CONTINUOUS / CONTINUATION CONTR CONTRACT (OR) COORD COORDINATE COP COPPER COR CITY OF RENTON CORP CORPORATION CORR CORRUGATED CP CONTROL POINT CPLG COUPLING CR CRUSHED ROCK CS COMBINED SEWER CSBC CRUSHED SURFACING BASE COURSE CSP CONCRETE SEWER PIPE CSTC CRUSHED SURFACING TOP COURSE CT COURT CTR CENTER CU CUBIC CV CONTROL VALVE CW CLOCKWISE / COLD WATER CY CUBIC YARDS D DRAIN DEFL DEFLECTION DEQ DEPARTMENT OF ENVIRONMENTAL QUALITY DET DETAIL DI DUCTILE IRON DIA DIAMETER DIM DIMENSION DIR DIRECTION DIST DISTANCE DIV DIVISION DN DOWN DR DRIVE/ DRAIN DS DOWNSPOUT DWG DRAWING DWL DOWEL DWV DRAIN WASTE AND VENT DWY DRIVEWAY E EAST EA EACH EC ENUSTON CONTROL ECC ECCENTRIC EL ELEVATION ELB ELBOW ELEC ELECTRICAL ENCL ENCLOSURE EOP EDGE OF PAVEMENT EQL EQUAL EQUIP EQUIPMENT ESC EROSION SEDIMENT CONTROL EUH ELECTRIC UNIT HEATER EW EACH WAY EVCS END VERTICAL CURVE STATION EVCE END VERTICAL CURVE ELEVATION EXC EXCAVATE EXIST EXISTING EXIST GR EXISTING GRADE EXP EXPANSION EXP BT EXPANSION BOLT EXP JT EXPANSION JOINT EXT EXTERIOR F FAHRENHEIT FA FOUL AIR FAB FABRICATE FCA FLANGE COUPLING ADAPTER FCO FLOOR CLEANOUT FD FLOOR DRAIN FDN FOUNDATION FE FLOW ELEMENT FEXT FIRE EXTINGUISHER FIT FLOW INDICATING TRANSMITTER FF FINISH FLOOR FG FINISHED GRADE FGL FIBERGLASS FH FIRE HYDRANT FIN GR FINISHED GRADE FITG FITTING FLEX FLEXIBLE FLG FLANGE FLR FLOOR FM FORCE MAIN FO FIBER OPTIC FOC FACE OF CONCRETE FPM FEET PER MINUTE FPS FEET PER SECOND FRP FIBERGLASS REINFORCED PLASTIC FS FLOW SWITCH/ FIRE STATION FT FEET / FOOT FTG FOOTING FUT FUTURE FXTR FIXTURE G GAS GA GAUGE GAL GALLON GALV GALVANIZED GB GRADE BREAK GI GALVANIZED IRON GIP GALVANIZED IRON PIPE GIS GEOGRAPHIC INFORMATION SYSTEM GL GLASS GR GRADE GR LN GRADE LINE GRTG GRATING GS GROUND SURFACE GV GATE VALVE GRVL GRAVEL HAZ HAZARDOUS HB HOSE BIBB HD HUB DRAIN HDPE HIGH DENSITY POLYETHYLENE HDR HEADER HDWE HARDWARE HGR HANGER HGT HEIGHT HMA HOT MIX ASPHALT HNDRL HAND RAIL HOA HAND-OFF-AUTO HOR HAND-OFF-REMOTE HORIZ HORIZONTAL HP HIGH PRESSURE / HORSEPOWER HPT HIGH POINT HYD HYDRANT I&C INSTRUMENTATION & CONTROL ID INSIDE DIAMETER IE INVERT ELEVATION IMPVT IMPROVEMENT IN INCH INCC INCLUDE (D) (ING) INSTL INSTALLATION / INSTALL INTER INTERCEPTOR INTR INTERIOR INV INVERT JT JOINT JUNC JUNCTION KVA KILOVOLT AMPERE KW KILOWATT LAT LATITUDE LB POUND LF LINEAR FOOT LIN LINEAL LN LANE LOC LOCATION LONG LONGITUDINAL LP LOW PRESSURE/ LOW POINT LPT LOW POINT LRG LARGE LS LONG SLEEVE / LUMP SUM LT LEFT LTF LENGTH TO FIT LVC LIMITS OF VERTICAL CURVE LVL LEVEL LWL LOW WATER LINE MAN MANUAL MATL MATERIAL MAX MAXIMUM MCC MOTOR CONTROL CENTER MCP MASTER CONTROL PANEL MECH MECHANICAL MET METAL MFR MANUFACTURER MGD MILLION GALLONS PER DAY MGMT MANAGEMENT MH MANHOLE MIN MINIMUM MISC MISCELLANEOUS MJ MECHANICAL JOINT MO MASONRY OPENING MON MONUMENT MOT MOTOR N NORTH NA NOT APPLICABLE NC NORMALLY CLOSED NIC NOT IN CONTRACT NO/NO. NORMALLY OPEN/NUMBER NOM NOMINAL NORM NORMAL NPW NON POTABLE WATER NRS NON-RISING STEM NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER OF OVERFLOW, OUTSIDE FACE OHP OVER HEAD POWER OHWM ORDINARY HIGH WATER MARK OPNG OPENING OPP OPPOSITE ORIG ORIGINAL OVHD OVERHEAD P&ID PROCESS AND INSTRUMENTATION DIAGRAM PE PLAIN END PERF PERFORATED PERM PERMANENT PERP PERPENDICULAR PG PRESSURE GAGE PL PROPERTY LINE / PLATE / PLASTIC P-LAM PLASTIC LAMINATE PLBG PLUMBING PNL PANEL POLY POLYETHYLENE PRCST PRECAST PREP PREPARATION PRESS PRESSURE PROP PROPERTY/ PROPOSED PRV PRESSURE REDUCING VALVE PSIG POUNDS PER SQUARE INCH GAGE PSL PIPE SLEEVE PSPT PIPE SUPPORT PV PLUG VALVE PVC POLYVINYL CHLORIDE PVI POINT VERTICAL INTERSECTION PVMT PAVEMENT PW POTABLE WATER PWR POWER PZ PRESSURE ZONE QTY QUANTITY RAD RADIUS RC REINFORCED CONCRETE RCP REINFORCED CONCRETE PIPE RD ROAD, ROOF DRAIN RDCR REDUCER REF REFERENCE REINF REINFORCE (D) (ING) (MENT) REQ'D REQUIRED RESTR RESTRAINED RET RETAINING RFCA RESTRAINED FLANGE COUPLING ADAPTER RJ RESTRAINED JOINT ROW RIGHT-OF-WAY RPBP REDUCED PRESSURE BACKFLOW PREVENTION DEVICE RST REINFORCING STEEL RT RIGHT RW RAW WATER R/W RIGHT-OF-WAY S SOUTH SALV SALVAGE SAN SANITARY SCFM STANDARD CUBIC FEET PER MINUTE SCHED SCHEDULE SD STORM DRAIN SDL SADDLE SDR STANDARD DIMENSION RATIO SECT SECTION SHT SHEET SIM SIMILAR SLP/SL/S SLOPE SLV SLEEVE SPEC (S) SPECIFICATION (S) SPG SPACING SPL SPOOL SQ SQUARE SQ FT SQUARE FOOT SQ IN SQUARE INCH SQ YD SQUARE YARD SS SANITARY SEWER SS MH SANITARY MANHOLE SST STAINLESS STEEL ST STREET STA STATION STD STANDARD STL STEEL S/W SIDEWALK T TANGENT TB THRUST BLOCK TC TOP OF CONCRETE / TOP OF CURB TEL TELEPHONE TEMP TEMPERATURE / TEMPORARY THK THICK THRD THREAD (ED) THRU THROUGH TOW TOP OF WALL TP TEST PIT / TOP OF PAVEMENT / TURNING POINT TRANS TRANSITION TW TOP OF WALL / TREATED WATER TYP TYPICAL UIC UNDERGROUND INJECTION CONTROL UG UNDERGROUND UGP UNDERGROUND POWER UN UNION UON UNLESS OTHERWISE NOTED USGS UNITED STATES GEOLOGIC SURVEY V VENT / VOLT VAC VACUUM VB VACUUM BREAKER VBOX VALVE BOX VC VERTICAL CURVE VERT VERTICAL VOL VOLUME VTPAV VERTICAL TURBINE PUMP AIR VALVE VTR VENT THROUGH ROOF W WATER/WEST W/ WITH W/O WITHOUT WM WATER METER WMN WATER MAIN WS WATER STOP / WELDED STEEL / WATER SERVICE/ WATER SURFACE WSDOT WASHINGTON STATE DEPARTMENT OF TRANSPORTATION WTRT WATERTIGHT WWF WELDED WIRE FABRIC NO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-GEN.dwg G-5 3/6/2020 1:00 PM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 NO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-GEN.dwg G-5 3/6/2020 1:00 PM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 18-2251 G-5 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 GENERAL AND EROSION CONTROL NOTES 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRECONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON. A MINIMUM OF FIVE (5) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. 2. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 3. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD 88), AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 (NAD 83/91) UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION AND ELEVATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATES CALL 48-HOUR LOCATORS 800-424-5555. 5. TWENTY-FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO STARTING CONSTRUCTION. 6. IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT OF WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY. 8. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 7:00 AM TO 8:00 PM ON WEEKDAYS SUBJECT TO THE RESTRICTIONS DETAILED IN THE SPECIFICATIONS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AT 425-430-7301. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED TWENTY-FOUR (24) HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY. 9. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE-CONSTRUCTION CONFERENCE. 10. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVICES TWENTY-FOUR (24) HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP AS-BUILT DRAWINGS. 11.ALL STRUCTURES, LOTS, SWALES, DITCHES, CURBS, SPEED BUMPS, FENCES, WALLS, MAILBOXES, SIGNS, POLES, GUY WIRES, PIPING, AND UTILITIES DISTURBED DURING CONSTRUCTION TO BE RESTORED TO EXISTING CONDITIONS UNLESS OTHERWISE SPECIFIED. SUCH REPAIR SHALL BE CONSIDERED INCIDENTAL. 12.DESIGN AND IMPLEMENTATION OF SHORING AND DEWATERING SYSTEMS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. A DEWATERING PLAN AND A SHORING SYSTEM PLAN SHALL BE SUBMITTED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 13.THE CONTRACTOR IS HEREBY ADVISED THAT CONTAMINATED SOIL AND GROUNDWATER HAS BEEN ENCOUNTERED IN THE PROJECT AREA WHICH MUST BE HANDLED AND DISPOSED OF IN COMPLIANCE WITH APPLICABLE REGULATIONS AND AS SPECIFIED IN THE SPECIAL PROVISIONS. A CONTAMINATED SOIL AND WATER MANAGEMENT PLAN SHALL BE SUBMITTED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 14.THE CONTRACTOR IS REQUIRED TO PERFORM SETTLEMENT MONITORING ON STRUCTURES AND UTILITIES DURING CONSTRUCTION IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. SETTLEMENT MONITORING RESULTS SHALL BE REPORTED TO THE ENGINEER IN A TIMELY FASHION AS DESCRIBED IN THE SPECIFICATIONS. GENERAL NOTES: 1.ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM), RENTON MUNICIPAL CODE (RMC), AND THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. 2.APPROVAL OF THE ROAD, GRADING, PARKING, BUILDING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION (E.G. WATER, SEWER, GAS, ELECTRICAL, ETC.). PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE COORDINATION FOLLOWED BY WRITTEN APPROVAL FROM THE CITY. 3.OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY TRENCH RESTORATION STANDARDS. 4.ALL PIPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE AND GRADE PRIOR TO THE START OF CONSTRUCTION. WHERE SHOWN ON THE PLANS OR WHERE DIRECTED BY THE CITY, THE EXISTING MANHOLES, CATCH BASINS, OR INLETS SHALL BE ADJUSTED TO THE GRADE AS STAKED. 5.ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE CITY STANDARD PLAN 220.00, 220.10, AND 220.20. 6.ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL BE FITTED WITH DUCTILE IRON, BOLT-LOCKING LIDS PER THE CITY STANDARD PLAN 204.00, 204.10, 204..20, 204.30, AND 204.50. STRUCTURES SHALL HAVE: - RECTANGULAR OR ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND OUTSIDE OF THE ROADWAY. - ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND LOCATED WITHIN THE ROADWAY, BUT OUTSIDE OF THE CURB/GUTTER LINE. - ROUND, SOLID LIDS DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLIC RIGHT-OF-WAY OR IN AN EASEMENT TO THE CITY. PRIVATE STRUCTURE LIDS OUTSIDE PUBLIC RIGHT-OF-WAY AND EASEMENTS TO THE CITY SHALL NOT DISPLAY THE CITY LOGO. 7.ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LINE AND GRADE BY A SURVEYOR LICENSED IN WASHINGTON STATE, AND CUT SHEETS SHALL BE PROVIDED TO THE CITY PRIOR TO CONSTRUCTION. 8.ALL NEWLY-INSTALLED AND NEWLY-REHABILITATED (PUBLIC AND PRIVATE) STORM CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE CCTV ACCORDING TO THE CITY STANDARD PLAN 266.00. CCTV INSPECTIONS AND REPORTS SHALL BE SUBMITTED TO THE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL PROJECT CURBS, GUTTERS AND/OR PAVEMENT. 9.ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE TESTED IN ACCORDANCE WITH SECTION 7-04.3(1) OF THE WSDOT STANDARD SPECIFICATIONS AND IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY. STORM DRAIN STUBS SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN STORM IS TESTED. 10.ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE TESTED IN ACCORDANCE WITH SECTION 7-04.3(1) OF THE WSDOT STANDARD SPECIFICATIONS AND IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY. STORM DRAIN STUBS SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN STORM IS TESTED. 11.FOR ALL DISTURBED PREVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL EITHER STOCKPILE AND REDISTRIBUTE THE EXISTING DUFF LAYER AND NATIVE TOPSOIL OR AMEND THE SOIL WITH COMPOST IN ACCORDANCE WITH STANDARD PLAN 264.00. 13.PLACEMENT OF SURFACE APPURTENANCES (CATCH BASIN/MANHOLE LIDS, CLEANOUTS, INLETS, ETC.) IN THE STREET TRAVEL LANE WHEEL PATH, INTERSECTIONS OF STREET TRAVEL LANES, BIKE LANES, SIDEWALKS, AND CROSSWALKS SHALL BE AVOIDED WHENEVER POSSIBLE. ANY SURFACE APPURTENANCE PLACED IN A SIDEWALK OR CROSSWALK SHALL BE FITTED WITH A NON-SLIP OR NON-SKID LID PER ADA REQUIREMENTS. 14.MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4.2.1.A2 OF THE RENTON SWDM. SURFACE WATER DRAINAGE NOTES: 1.ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON PUBLIC WORKS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / APWA STANDARD SPECIFICATIONS, LATEST EDITION AS AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. 2.ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CALL 1- 800-424- 5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION. 3.ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CITY OF RENTON PRIOR TO BRINGING ANY MATERIALS ON- SITE. 4.ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWA C 151 AND C 104. PIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 AS PER ANSI/ AWWA C110/ A21. 10- 82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 8 -MIL BLACK, TUBE -TYPE, POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS. 5.MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE DIAMETER OF 10 -INCH OR LESS AND 48 INCHES FOR PIPE DIAMETER OF 12 -INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60 INCHES. ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTILITY CONFLICTS OCCUR, THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE MINIMUM COVER. PIPE DEFLECTION SHALL NOT EXCEED ONE- HALF OF PIPE MANUFACTURER' S SPECIFICATION FOR SIZE OF PIPE USED. ALL TRENCH BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST METHOD ( MDD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MDD IN UNPAVED AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MDD. 6.CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH CITY OF RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL BENDS, FITTINGS AND BASE OF HYDRANTS. MEGA -LUGS ( OR SIMILAR PRODUCT) MAY BE REQUIRED ON ALL MECHANICAL JOINTS IN ADDITION TO CONCRETE BLOCKING. 7.ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING FLUSHED, DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE PLUGS, CORPORATION STOPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT / BLOCKING FOR TESTING AND PURITY ACCEPTANCE. NO CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET -TAP VALVE TO AN EXISTING MAIN UNTIL THE NEW PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITY TESTING. 8.NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ABOVE WORKING PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE SHALL BE DISINFECTED, FLUSHED, AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BY THE PUBLIC WORKS INSPECTOR. 9.THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION. WATER UTILITY NOTES: 1.THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS-BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. AS-BUILT DRAWINGS SHALL INCLUDE NORTHING AND EASTING WITH ALL CLEANOUTS. 2.BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 3.ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. 4.SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D3034, SDR 35, OR AWWA C900 OR C905, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. 5.IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE TO MATCH PAVING. 6. MH LADDERS AND CONES SHALL BE ORIENTED SUCH THAT THE LADDER ENDS ON A CHANNEL BENCH AND, TO THE GREATEST EXTENT PRACTICAL, THE COVER IS OUTSIDE THE WHEELPATH OF THE TRAVELED WAY. SANITARY SEWER NOTES: E RE S 3RD ST SHATTUCK AVE SSHATTUCK AVE SS 4TH ST S 3RD STWHITWORTH AVE SMORRIS AVE SLOGAN AVE SBURNETT AVE SWILLIAMS AVE SMILL AVE SS 2ND ST WELLS AVE SHOUS E R W A Y S SW SUNSET BLVD RAINIER AVE SRAINIER AVE SS 2ND ST S 2ND STLAKE AVE SS 4TH P L SMITHERS AVE SS 3RD ST S 4TH ST MAIN AVE SBRO N S O N W AY S SPU R I G H T - O F - W A Y SPU PROPERTY SPU RIGHT-OF-WAY NO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-SRV CTL-PH-DATA-TESC.dwg G-6 3/6/2020 10:10 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 NO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-SRV CTL-PH-DATA-TESC.dwg G-6 3/6/2020 10:10 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 18-2251 G-6 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 SURVEY DATA CONTROL PLAN AND NOTES PLAN SCALE: NTS SS-1, W-1 SS-2, W-2 SS-3, SD-3, W-3 SS-4, SD-4 SS-5 SS-24 SS-11SS-10, SD-10SS-9, SD-9 SS-8, SD-8 SS-7, SD-7SS-6 SS-13SS-14 SS-12SS-15, SD-15, W-15SS-16, SD-16, W-16SD-17SD-18SS-19, SD-19,W-19SS-21SS-22, SD-22SS-25, W-25SS-26, W-26SS-20, SD-20,W-20SS-21, SD-21SD-24 1.THE LOCATIONS OF EXISTING UNDERGROUND UTILITY SYSTEMS, AS SHOWN HEREON, ARE TAKEN FROM UTILITY LOCATE PAINT MARKS OR AS-BUILT PLANS AND ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ALL LOCATOR SERVICES SHOULD BE CONTACTED PRIOR TO ANY CONSTRUCTION OR SUBSURFACE EXPLORATION. CALL 1-800-424-5555. 2.FIELD SURVEY: KPG, NOVEMBER, 2017 - FEBRUARY, 2018; SEPTEMBER 2018 - DECEMBER 2018; FEBRUARY 2019. 3.CONTOUR INTERVAL = 1 FOOT. 4.STORM AND SEWER CONNECTIONS HAVE BEEN DRAWN FROM CENTER OF LID TO CENTER OF LID. 5.THE LOCATIONS AND DIMENSIONS OF UNDERGROUND VAULTS HAVE NOT BEEN VERIFIED AND ARE APPROXIMATE. NOTES WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE, NAD 83/91 PER CITY OF RENTON CONTROL STATIONS 205, 884, 1140, AND 1896. HORIZONTAL DATUM NAVD 88, PER CITY OF RENTON CONTROL STATIONS 2133 AND 2128. VERTICAL DATUM SS-27W-29W-30W-31 S 3RD ST SHATTUCK AVE SSHATTUCK AVE SS 4TH ST S 3RD STWHITWORTH AVE SMORRIS AVE SLOGAN AVE SBURNETT AVE SWILLIAMS AVE SMILL AVE SS 2ND ST WELLS AVE SHOUS E R W A Y S SW SUNSET BLVD RAINIER AVE SRAINIER AVE SS 2ND ST S 2ND STLAKE AVE SS 4TH P L SMITHERS AVE SS 3RD ST S 4TH ST MAIN AVE SBRO N S O N W AY S SPU R I G H T - O F - W A Y SPU PROPERTY SPU RIGHT-OF-WAY NO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-SRV CTL-PH-DATA-TESC.dwg G-7 3/6/2020 12:31 PM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 NO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-SRV CTL-PH-DATA-TESC.dwg G-7 3/6/2020 12:31 PM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 18-2251 G-7 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 PRECONSTRUCTION POTHOLE DATA PLAN AND BLOCK DESIGNATIONS PLAN SCALE: NTS 1 28 6 2 3 4A 4B 5 24 26 25 1110 21 19 15 16 17 18 987 12 20 27 22 NO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-SRV CTL-PH-DATA-TESC.dwg G-8 3/6/2020 10:10 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 NO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-SRV CTL-PH-DATA-TESC.dwg G-8 3/6/2020 10:10 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 18-2251 G-8 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 PRECONSTRUCTION POTHOLE DATA TABLE Plan/Profile ID NO. Existing Utility Utility Material Utility Size Approx. Depth to Top of Exist Utility (IN) Approx. Depth to Bottom of Exist Utility (IN) 1 T Plastic (2) 2"33 36 2 UGP Plastic (2) 1" - (1) 2" - (1) 2"11 33 3 T Plastic (4) 2" - 1(3")31 41 4 UGP, COM, G Steel 3/4"46 48 5 WS, G Poly / Cooper (1) 1/2" - (1) 1/2"36 37 6 G Steel 2"51 53 7 G, GS Steel (1) 4" - (1) 1"33 41 8 UGP, COM Plastic (2) 4"26 31 9 G Poly 2"41 43 10 G Poly 4"54 59 11 GS Poly 2"38 40 12 UGP Poly 2"26 28 13 T Plastic 3"48 59 14 UGP Plastic (3) 2" - (2) 2"32 36 15 GS Steel 5/8"16 17 16 G Steel/Poly Insert 2"21 23 17 UGP, T, G Plastic / Steel (3) 3" (2) 4" (6) 2" - 2"16 64 18 UGP, T Plastic (8) 4" - (1) 1"18 36 19 UGP Poly 4"25 29 20 UGP, T Plastic/ Concrete Duct (2) 4" - (1) 2"24 59 21 T Duct (2) 4"34 86 22 G Poly 2"27 29 23 UGP, T Plastic (1) 1" - (1) 2" - (2) 4"34 39 24 UGP, T Plastic (1) 6" - (2) 4" - (3) 3" - (3) 2"25 44 25 W DIP 8"29 37 Plan/Profile ID NO. Existing Utility Utility Material Utility Size Approx. Depth to Top of Exist Utility (IN) Approx. Depth to Bottom of Exist Utility (IN) 26 W DIP 8"31 39 27 G Poly 2"32 34 28 UGP, T Poly 2"31 33 29 UGP, T, G Plastic/Poly (1) 8" - (3) 2" - (2) 2" - (4) 4" (1) 1/2" 20 60 30 W Steel 12"44 57 31 G Poly 1"58 60 32 G, UGP Steel 6"34 40 33 G Steel 2"44 46 34 G, T Poly 2"57 59 35 SS PVC 8"47 55 36 SD PVC 8"36 44 37 W DIP 66"31 97 38 WS,G Poly 1"47 48 39 SD Plastic 6"37 44 40 G Steel 4"32 41 41 T Plastic/ Concrete (2) 2" - (1) 10"39 54 42 UGP, T Plastic (8) 4"28 41 43 T Plastic (2) 2" - (2) 4" - (1) 6"33 44 44 UGP, T Plastic/ Concrete Duct (1) 4" - (3) 3"20 51 45 T Plastic 6"44 51 46 G Steel 4"42 47 47 UGP Poly (3) 2"38 40 48 W Steel 6"24 31 49 UGP Plastic (1) 1" - (1) 2"23 40 50 UGP Plastic (1) 2" - (2) 4"57 63 51 WS DIP 8"40 48 52 W DIP 52"28 84 Plan/Profile ID NO. Existing Utility Utility Material Utility Size Approx. Depth to Top of Exist Utility (IN) Approx. Depth to Bottom of Exist Utility (IN) 53 T Plastic (1) 4" - (3) 2"30 35 54 UGP Plastic (4) 4" - (1) 2"26 34 55 T Plastic (3) 4" - (4) 3"33 41 56 UGP Plastic (1) 3" - (2) 2"28 32 57 COM Plastic (2) 4" - (2) 2"24 48 58 UGP Steel 2"20 23 59 W Steel 66"37 105 60 W Steel 52"31 85 61 W DIP 8"38 47 62 G Steel 4"48 52 63 UGP Steel 4"48 52 64 G Plastic (1) 3" - (3) 2"28 33 65 T PVC 2"39 42 66 UGP, FO Plastic (1) 1" - (1) 2"25 30 67 G Plastic (1) 1" - (1) 2"25 29 68 T Plastic (3) 4"23 29 69 T Concrete 13" x 24"48 61 70 UGP Steel 2"39 41 71 W DIP 66"90 156 72 T PVC 2"39 42 73 W Steel 30"80 110 74 P Steel 2"57"59" 75 G Plastic Duct 44"60" 76 T Plastic Duct 44"53" 77 T Concrete Duct 42"50 78 P Plastic (2) 4"30"36" 79 G Poly 5/8"34"35" 80 COM Steel 6"35"41" 81 W Steel 66"38"104" ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••3 8 3 7 3 8 3 7 3 639383637 38 353 5 34 36 35 34 35 34 3 3 3 2 31333231293030 31 3233 3 4 37384 2 41 40 39 FIRE LANE 35 CRPL#3 66" STL CRPL#1 66" STL CRPL#2 51.5" STL CRPL#3 66" STL CRPL#1 66" STL CRPL#2 51.5" STL CRPL#1 66" STL CRPL#2 51.5" STL CRPL#3 66" STL •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• •••••••••••••••••••••••••••••••••••••••••••••••••••••••• •••• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• 14 EXIST G 12"DI W 12"DI WA0+00 A1+00 A2+00 A3+00 A4+00 8 " SD R 3 5 S S 8" C900 SS8" SDR 35 SS N3+00N4+00N4+008" C900 SS8" SDR 35 SS18-2251 G-9 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 TYPICAL EROSION & SEDIMENT CONTROL PLAN AND NOTES JJM BAW TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-ESC.dwg G-9 3/6/2020 11:02 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 S 2ND STRAINIER AVE S398 LF 8" CIPP SSLAKE AVE S TYPICAL LOCAL EROSION CONTROL PLAN SCALE: 1"=20' INLET PROTECTION STRAW WATTLES LEGEND EROSION CONTROL NOTES 1.ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT CONTROL FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON-SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 2.ALL SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND CONSTRUCTION AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS PASSED. 3.THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THESE DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE CONTRACTOR SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE CONTRACTOR TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 4.BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER CITY STANDARD PLAN 216.30 SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION. 5.WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF 2 TO 3 INCHES. 6.KEEP PUBLIC AND PRIVATE ROADWAYS/PARKING LOTS, SIDEWALKS, AND TRAILS FREE OF DEBRIS AND SEDIMENT. 7.NEW STORM DRAINAGE PIPES MAY ONLY BE PLACED INTO SERVICE FOLLOWING TESTING AND ACCEPTANCE BY THE CITY. NOTE: 1. THIS IS A TYPICAL EXAMPLE OF THE IMPLEMENTATION OF EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES. CONTRACTOR RESPONSIBLE TO USE DETAILS PROVIDED IN ACCORDANCE WITH APPLICABLE STANDARDS. INLET PROTECTION TO BE INSTALLED IN SURROUNDING STORM CATCH BASINS TO PREVENT TURBID RUNOFF FROM ENTERING, SEE STD DET 216.30 TYPICAL WATER MAIN WORK AREA TYPICAL SEWER MAIN WORK AREA INSTALL STRAW WATTLES, SEE STD DET 213-40 •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••3 8 3 7 3 8 3 7 3 639383637 38 353 5 3 4 36 35 34 35 34 3 3 3 2 31333231293030 31 3233 3 4 3738434 2 41 40 39 FIRE LANE 35 CRPL#3 66" STL CRPL#1 66" STL CRPL#2 51.5" STL CRPL#3 66" STL CRPL#1 66" STL CRPL#2 51.5" STL CRPL#1 66" STL CRPL#2 51.5" STL CRPL#3 66" STL ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• •••••••••••••••••••••••••••••••••••••••••••••••••••••••• •••• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• A0+00 A1+00 A2+00 A3+00 A4+00N3+00N4+00N4+00••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• 31 31 31 3 1 32 32 3 3 32 32 3 2 31 32 32 32 NO PARKING FIRE LAN E NO PARKINGNO PARKING FIRE LANENO PARKING FIRE LANESTOP NO PARKINGNO PARKINGNO PARKING FIRE LANE32 3231 CRPL#1 66" STL •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• A5+00 A6+00 A7+00 A8+00 A9+00 E2+00 E3+00 18-2251 D-1 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 S 2ND ST DEMOLITION PLANS STA A0+00 TO STA A9+60 SEO BAW TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-DEMO.dwg D-1 3/6/2020 11:11 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 SHEET NOTES: 1.SURVEY CONTROL NUMBER (#) SEE SHEET G-5 FOR SURVEY CONTROL POINT INFORMATION. 2.THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND TAKEN FROM UTILITY LOCATE MARKINGS, RECORD DRAWINGS, AND/OR OTHER AVAILABLE MAPPING. EXACT LOCATIONS OF ALL EXISTING UTILITIES MUST BE DETERMINED BY THE CONTRACTOR PRIOR TO AND DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR POTHOLING AND VERIFYING THE LOCATION, DEPTH, SIZE, MATERIAL AND CONFIGURATION OF THE EXISTING UTILITIES. 3.LOCATIONS OF SIDE SEWERS SHOWN ARE APPROXIMATE AND MAY NOT REFLECT ACTUAL LOCATIONS. 4.TYPICAL PAVEMENT RESTORATION, SEE RESTORATION SHEETS. 5. FOR ADDITIONAL NOTES, SEE SHEET G-4.MATCHLINE STA A4+80SEE BELOWRAINIER AVE SLAKE AVE SS 2ND ST MATCHLINE STA A4+80SEE ABOVEMATCHLINE STA A9+60SEE SHEET D-3PLAN SCALE: 1"=20' PLAN SCALE: 1"=20' D-2 3 43 1 6 7 4 5 1 3 6 4 6 3 1.CONSTRUCTION CL EQUALS ROW CL, SEE SURVEY CONTROL PLAN, SHT G-5 2.ABANDON MH IN PLACE PER CITY STD DET 400.5 3.REMOVE MH OR CB ENTIRELY AND REPLACE AS SHOWN IN PLANS 4.ABANDON PIPE IN PLACE IN ACCORDANCE W/ SPECS 5.REMOVE PIPE AND APPURTENANCES ENTIRELY AND REPLACE AS SHOWN IN PLANS 6.REMOVE AND REPLACE FIRE HYDRANT, EXISTING HYDRANT TO BE DELIVERED TO THE CITY IN ACCORDANCE WITH THE SPECS 7.REMOVE CONCRETE BOLLARDS 8.CUT AND CAP WATER MAIN IN ACCORDANCE WITH SPECS 9.ABANDON MONITORING WELL IN ACCORDANCE WITH SPECS DEMOLITION NOTES 1 2 3 4 5 6 S 2ND ST 7 LEGEND REMOVE PIPE AND APPURTENANCES ENTIRELY AND REPLACE AS SHOWN IN PLANS ABANDON PIPE AND APPURTENANCES IN PLACE IN ACCORDANCE WITH SPECS 10 10 8" VALVE TO BE REMOVED 11 11 •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••32 33 33 33 34 33 34 34 33 34 34 33 3333 32 NO PARKING FIRE LANE34 A10+00 A11+00 A12+00 A13+00 A14+00 F1+00G0+00••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••33 3 4 34 34 3535 35 36 36 3635 3534 34 333333 •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••A15+00 A16+00 A17+00 A18+00 A19+00 H0+00PLAN SCALE: 1"=20' 18-2251 D-3 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 S 2ND ST DEMOLITION PLANS STA A9+60 TO STA A19+20 SEO BAW TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-DEMO.dwg D-3 3/6/2020 10:28 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 S 2ND ST MATCHLINE STA A9+60SEE SHEET D-1MATCHLINE STA A14+40SEE BELOWWHITWORTHAVE SSHATTUCKAVE SFOR CONTINUATION SEE SHEET D-19 FOR CONTINUATION SEE SHEET D-15 PLAN SCALE: 1"=20' S 2ND STMATCHLINE STA A14+40SEE ABOVEMATCHLINE STA A19+20SEE SHEET D-5MORRISAVE SFOR CONTINUATON SEE SHEET D-21 D-4 1.CONSTRUCTION CL EQUALS ROW CL, SEE SURVEY CONTROL PLAN, SHT G-5 2.ABANDON MH IN PLACE PER CITY STD DET 400.5 3.REMOVE MH OR CB ENTIRELY AND REPLACE AS SHOWN IN PLANS 4.ABANDON PIPE IN PLACE IN ACCORDANCE W/ SPECS 5.REMOVE PIPE AND APPURTENANCES ENTIRELY AND REPLACE AS SHOWN IN PLANS 6.REMOVE AND REPLACE FIRE HYDRANT, EXISTING HYDRANT TO BE DELIVERED TO THE CITY IN ACCORDANCE WITH THE SPECS CUT AND CAP WATER MAIN IN ACCORDANCE WITH SPECS DEMOLITION NOTES 3 1 4 2 6 4 6 3 5 4 2 4 4 3 5 3 6 PIPE MAY HAVE BEEN PREVIOUSLY ABANDONED, MH'S WERE NOT PROPERLY ABANDONED PIPE MAY HAVE BEEN PREVIOUSLY ABANDONED, MH'S WERE NOT PROPERLY ABANDONED 4 4 4 4 1 2 2 2 2 5 3 1 2 3 4 5 6 LEGEND REMOVE PIPE AND APPURTENANCES ENTIRELY AND REPLACE AS SHOWN IN PLANS ABANDON PIPE AND APPURTENANCES IN PLACE IN ACCORDANCE WITH SPECS SHEET NOTES: 1.SURVEY CONTROL NUMBER (#) SEE SHEET G-5 FOR SURVEY CONTROL POINT INFORMATION. 2.THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND TAKEN FROM UTILITY LOCATE MARKINGS, RECORD DRAWINGS, AND/OR OTHER AVAILABLE MAPPING. EXACT LOCATIONS OF ALL EXISTING UTILITIES MUST BE DETERMINED BY THE CONTRACTOR PRIOR TO AND DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR POTHOLING AND VERIFYING THE LOCATION, DEPTH, SIZE, MATERIAL AND CONFIGURATION OF THE EXISTING UTILITIES. 3.LOCATIONS OF SIDE SEWERS SHOWN ARE APPROXIMATE AND MAY NOT REFLECT ACTUAL LOCATIONS. 4.TYPICAL PAVEMENT RESTORATION, SEE RESTORATION SHEETS. 5. FOR ADDITIONAL NOTES, SEE SHEET G-4. TEE AND TWO 12" VALVES ON NORTH/SOUTH MAIN TO BE REMOVED. NEW WATER MAIN WILL CONNECT TO EXISTING 12" VALVE ON EAST/WEST MAIN. SEE TEMPORARY SERVICE PLAN. 10 10 10 ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••37 37 37373737 37 38 3839 39 37 38 373937••••••••••••••••••••••A20+00 A21+00 A22+00 A23+00 A23+40 •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• •••••••••••••••••••••••••••••••• 33 32 34 33 32 31 30 323131••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••B2+00B3+00B3+20C0+00 C1+00 C2+00 C3+00 C4+00 PLAN SCALE: 1"=20' 18-2251 D-5 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 S 2ND ST AND S 3RD ST DEMOLITION PLANS STA A19+20 TO STA A23+40 & STA C0+00 TO STA C4+80 SEO BAW TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-DEMO.dwg D-5 3/6/2020 10:28 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 S 2ND ST MATCHLINE STA A19+20SEE SHEET D-3LOGAN AVE SBURNETT AVE SPLAN SCALE: 1"=20' S 3RD ST MATCHLINE STA C4+80SEE SHEET D-7RAINIERAVE SSW SUNSET BLV D 165 LF 8" CIPP SSD-6 1.CONSTRUCTION CL EQUALS ROW CL, SEE SURVEY CONTROL PLAN, SHT G-5 2.ABANDON MH IN PLACE PER CITY STD DET 400.5 3.REMOVE MH OR CB ENTIRELY AND REPLACE AS SHOWN IN PLANS 4.ABANDON PIPE IN PLACE IN ACCORDANCE W/ SPECS 5.REMOVE PIPE AND APPURTENANCES ENTIRELY AND REPLACE AS SHOWN IN PLANS 6.ABANDON MONITORING WELL IN ACCORDANCE WITH SPECS DEMOLITION NOTES 1 2 3 4 5 4 1 2 3 4 2 3 3 3 5 3 5 1 4 2 LEGEND REMOVE PIPE AND APPURTENANCES ENTIRELY AND REPLACE AS SHOWN IN PLANS ABANDON PIPE AND APPURTENANCES IN PLACE IN ACCORDANCE WITH SPECSFOR CONT INUAT IONSEE SHEET D -12 SHEET NOTES: 1.SURVEY CONTROL NUMBER (#) SEE SHEET G-5 FOR SURVEY CONTROL POINT INFORMATION. 2.THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND TAKEN FROM UTILITY LOCATE MARKINGS, RECORD DRAWINGS, AND/OR OTHER AVAILABLE MAPPING. EXACT LOCATIONS OF ALL EXISTING UTILITIES MUST BE DETERMINED BY THE CONTRACTOR PRIOR TO AND DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR POTHOLING AND VERIFYING THE LOCATION, DEPTH, SIZE, MATERIAL AND CONFIGURATION OF THE EXISTING UTILITIES. 3.LOCATIONS OF SIDE SEWERS SHOWN ARE APPROXIMATE AND MAY NOT REFLECT ACTUAL LOCATIONS. 4.TYPICAL PAVEMENT RESTORATION, SEE RESTORATION SHEETS. 5. FOR ADDITIONAL NOTES, SEE SHEET G-4. 11 11 ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••32 32 3131 32 32 32 32 32STOPC5+00 C6+00 C7+00 C8+00 C9+00 D3+05D3+00•••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••32 31 31 3132 C10+00 C11+00 C12+00 C13+00 C14+00F6+00F7+00PLAN SCALE: 1"=20' 18-2251 D-7 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 S 3RD ST DEMOLITION PLANS STA C4+80 TO STA C14+40 SEO BAW TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-DEMO.dwg D-7 3/6/2020 10:28 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 S 3RD ST MATCHLINE STA C4+80SEE SHEET D-5, D-6MATCHLINE STA C9+60SEE BELOWFOR CONTINUATION SEE SHEET D-12 SHATTUCKAVE SPLAN SCALE: 1"=20' S 3RD ST MATCHLINE STA C9+60SEE ABOVEMATCHLINE STA C14+40SEE SHEET D-9FOR CONTINUATION SEE SHEET D-15 D-8 1.CONSTRUCTION CL EQUALS ROW CL, SEE SURVEY CONTROL PLAN, SHT G-5 2.ABANDON MH IN PLACE PER CITY STD DET 400.5 3.REMOVE MH OR CB ENTIRELY AND REPLACE AS SHOWN IN PLANS 4.ABANDON PIPE IN PLACE IN ACCORDANCE W/ SPECS 5.REMOVE PIPE AND APPURTENANCES ENTIRELY AND REPLACE AS SHOWN IN PLANS 6.REMOVE AND REPLACE FIRE HYDRANT, EXISTING HYDRANT TO BE DELIVERED TO THE CITY IN ACCORDANCE WITH THE SPECS DEMOLITION NOTES 1 2 3 4 5 6 3 1 4 1 4 4 2 2 3 4 6 4 5 3 2 LEGEND REMOVE PIPE AND APPURTENANCES ENTIRELY AND REPLACE AS SHOWN IN PLANS ABANDON PIPE AND APPURTENANCES IN PLACE IN ACCORDANCE WITH SPECS 4 3 5 3 SHEET NOTES: 1.SURVEY CONTROL NUMBER (#) SEE SHEET G-5 FOR SURVEY CONTROL POINT INFORMATION. 2.THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND TAKEN FROM UTILITY LOCATE MARKINGS, RECORD DRAWINGS, AND/OR OTHER AVAILABLE MAPPING. EXACT LOCATIONS OF ALL EXISTING UTILITIES MUST BE DETERMINED BY THE CONTRACTOR PRIOR TO AND DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR POTHOLING AND VERIFYING THE LOCATION, DEPTH, SIZE, MATERIAL AND CONFIGURATION OF THE EXISTING UTILITIES. 3.LOCATIONS OF SIDE SEWERS SHOWN ARE APPROXIMATE AND MAY NOT REFLECT ACTUAL LOCATIONS. 4.TYPICAL PAVEMENT RESTORATION, SEE RESTORATION SHEETS. 5. FOR ADDITIONAL NOTES, SEE SHEET G-4. 4 •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••33 33 33 33 34 3433C15+00 C16+00 C17+00 C18+00G5+00G6+00G6+00••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••34 34 35 35 35 3636 3636C19+00 C20+00 C21+00 C22+00 C23+00H5+00H6+00H6+60WHITWORTHAVE SPLAN SCALE: 1"=20' 18-2251 D-9 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 S 3RD ST DEMOLITION PLANS STA C14+40 TO STA C24+00 SEO BAW TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-DEMO.dwg D-9 3/6/2020 10:28 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 S 3RD ST MATCHLINE STA C14+40SEE SHEET D-8MATCHLINE STA C18+80SEE BELOWFOR CONTINUATION SEE SHEET D-20 FOR CONTINUATION SEE SHEET D-21 MORRIS AVE SPLAN SCALE: 1"=20'MATCHLINE STA C118+80SEE ABOVEMATCHLINE STA C23+60SEE SHEET D-11LOGAN AVE SSMITHERSAVE SD-10 1.CONSTRUCTION CL EQUALS ROW CL, SEE SURVEY CONTROL PLAN, SHT G-5 2.ABANDON MH IN PLACE PER CITY STD DET 400.5 3.REMOVE MH OR CB ENTIRELY AND REPLACE AS SHOWN IN PLANS 4.ABANDON PIPE IN PLACE IN ACCORDANCE W/ SPECS 5.REMOVE PIPE AND APPURTENANCES ENTIRELY AND REPLACE AS SHOWN IN PLANS 6.REMOVE FIRE HYDRANT, EXISTING HYDRANT TO BE DELIVERED TO THE CITY IN ACCORDANCE WITH THE SPECS 7.ABANDON MONITORING WELL IN ACCORDANCE WITH SPECS DEMOLITION NOTES 1 2 3 4 5 8 1 3 4 5 34 4 3 1 3 4 LEGEND REMOVE PIPE AND APPURTENANCES ENTIRELY AND REPLACE AS SHOWN IN PLANS ABANDON PIPE AND APPURTENANCES IN PLACE IN ACCORDANCE WITH SPECS 8 3 6 SHEET NOTES: 1.SURVEY CONTROL NUMBER (#) SEE SHEET G-5 FOR SURVEY CONTROL POINT INFORMATION. 2.THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND TAKEN FROM UTILITY LOCATE MARKINGS, RECORD DRAWINGS, AND/OR OTHER AVAILABLE MAPPING. EXACT LOCATIONS OF ALL EXISTING UTILITIES MUST BE DETERMINED BY THE CONTRACTOR PRIOR TO AND DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR POTHOLING AND VERIFYING THE LOCATION, DEPTH, SIZE, MATERIAL AND CONFIGURATION OF THE EXISTING UTILITIES. 3.LOCATIONS OF SIDE SEWERS SHOWN ARE APPROXIMATE AND MAY NOT REFLECT ACTUAL LOCATIONS. 4.TYPICAL PAVEMENT RESTORATION, SEE RESTORATION SHEETS. 5. FOR ADDITIONAL NOTES, SEE SHEET G-4. 5 11 11 S 3RD ST 11 11 ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••37 37 38 3839 C24+00 C25+00 C26+00C26+15 •••••••••••••••••••••••••••••••••••••••••••••••••••32STOPC6+00D3+05 D0+00 D1+00 D2+00 D3+00BURNETT AVE SPLAN SCALE: 1"=20' 18-2251 D-11 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 S 3RD ST & SIDE SEWER DEMOLITION PLANS STA C24+00 TO STA C26+40 & STA D0+00 TO STA D2+80 SEO BAW TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-DEMO.dwg D-11 3/6/2020 10:28 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 S 3RD ST MATCHLINE STA C23+60SEE SHEET D-9S 3RD STFOR CONTINUATION SEE SHEET D-6 FOR CONTINUATION SEE SHEET D-7 D-12 1.CONSTRUCTION CL EQUALS ROW CL, SEE SURVEY CONTROL PLAN, SHT G-5 2.ABANDON MH IN PLACE PER CITY STD DET 400.5 3.REMOVE MH OR CB ENTIRELY AND REPLACE AS SHOWN IN PLANS 4.ABANDON PIPE IN PLACE IN ACCORDANCE W/ SPECS 5.REMOVE PIPE AND APPURTENANCES ENTIRELY AND REPLACE AS SHOWN IN PLANS 6.ABANDON MONITORING WELL IN ACCORDANCE WITH SPECS DEMOLITION NOTES 1 2 3 4 5 1 4 2 4 LEGEND REMOVE PIPE AND APPURTENANCES ENTIRELY AND REPLACE AS SHOWN IN PLANS ABANDON PIPE AND APPURTENANCES IN PLACE IN ACCORDANCE WITH SPECSFOR CONTINUATIONSEE SHEET D-12FOR CONTINUATION SEE SHEET D-6 SHEET NOTES: 1.SURVEY CONTROL NUMBER (#) SEE SHEET G-5 FOR SURVEY CONTROL POINT INFORMATION. 2.THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND TAKEN FROM UTILITY LOCATE MARKINGS, RECORD DRAWINGS, AND/OR OTHER AVAILABLE MAPPING. EXACT LOCATIONS OF ALL EXISTING UTILITIES MUST BE DETERMINED BY THE CONTRACTOR PRIOR TO AND DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR POTHOLING AND VERIFYING THE LOCATION, DEPTH, SIZE, MATERIAL AND CONFIGURATION OF THE EXISTING UTILITIES. 3.LOCATIONS OF SIDE SEWERS SHOWN ARE APPROXIMATE AND MAY NOT REFLECT ACTUAL LOCATIONS. 4.TYPICAL PAVEMENT RESTORATION, SEE RESTORATION SHEETS. 5. FOR ADDITIONAL NOTES, SEE SHEET G-4. 11 11 •••••••••••••••••••••••••••••32 32 31 32 NO PARKINGPARKING FIRE LANEFIRE LANE NO PARKING FIRE LAN E NO PARKINGNO PARKING FIRE LANENO PARKING FIRE LANESTOP 3 2 32 CRPL#1 66" STLCRPL#1 66" STL CRPL#2 51.5" STL CRPL#3 66" STL ••••••••••••••••••••••••••••••••••••••••••••••••••••••E0+00E1+00 E2+00 ••••••••••••••••••••••••••••••••••••••••••••••••3 3 32 3232 3 2 31 32 31NO PARKING FIRE LANENO PARKINGNO PARKINGNO PARKING FIRE LANE32 3231 32 32••••••••••••••••••••••••••••••••••••••F1+00F2+00E3+00 E4+00 E5+ 0 0 E6+ 0 0 E6+ 3 8 PLAN SCALE: 1"=20' 18-2251 D-13 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 S 2ND ST DEMOLITION PLANS STA E0+00 TO STA E6+40 SEO BAW TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-DEMO.dwg D-13 3/6/2020 10:28 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 S 2ND ST MATCHLINE STA E2+80SEE BELOWPLAN SCALE: 1"=20' S 2ND S T MATCHLINE STA E2+80SEE ABOVESHATTUCK AVE SFOR CONTINUATIONSEE SHEET D-2FOR CONTINUATION SEE SHEET D-15 D-14 1.CONSTRUCTION CL EQUALS ROW CL, SEE SURVEY CONTROL PLAN, SHT G-5 2.ABANDON MH IN PLACE PER CITY STD DET 400.5 3.REMOVE MH OR CB ENTIRELY AND REPLACE AS SHOWN IN PLANS 4.ABANDON PIPE IN PLACE IN ACCORDANCE W/ SPECS 5.REMOVE PIPE AND APPURTENANCES ENTIRELY AND REPLACE AS SHOWN IN PLANS DEMOLITION NOTES 1 2 3 4 5 3 3 3 LEGEND REMOVE PIPE AND APPURTENANCES ENTIRELY AND REPLACE AS SHOWN IN PLANS ABANDON PIPE AND APPURTENANCES IN PLACE IN ACCORDANCE WITH SPECS FOR CONTINUATION SEE SHEET D-12 SHEET NOTES: 1.SURVEY CONTROL NUMBER (#) SEE SHEET G-5 FOR SURVEY CONTROL POINT INFORMATION. 2.THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND TAKEN FROM UTILITY LOCATE MARKINGS, RECORD DRAWINGS, AND/OR OTHER AVAILABLE MAPPING. EXACT LOCATIONS OF ALL EXISTING UTILITIES MUST BE DETERMINED BY THE CONTRACTOR PRIOR TO AND DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR POTHOLING AND VERIFYING THE LOCATION, DEPTH, SIZE, MATERIAL AND CONFIGURATION OF THE EXISTING UTILITIES. 3.LOCATIONS OF SIDE SEWERS SHOWN ARE APPROXIMATE AND MAY NOT REFLECT ACTUAL LOCATIONS. 4.TYPICAL PAVEMENT RESTORATION, SEE RESTORATION SHEETS. 5. FOR ADDITIONAL NOTES, SEE SHEET G-4. ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••323333323232 32 32 32 31 3 2 •••••••••••••••••••••••A9+00A10+00F1+00 F2+00 F3+00 F4+00 F5+00 E6+00E6+38•••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••313131 31 C12+00C13+00F6+00 F7+00 F8+00 F9+00 PLAN SCALE: 1"=20' 18-2251 D-15 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 SHATTUCK AVE S DEMOLITION PLAN STA F0+00 TO STA F9+60 SEO BAW TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-DEMO.dwg D-15 3/6/2020 10:28 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1S 2ND STMATCHLINE STA F5+40SEE BELOWSHATTUCK AVE S FOR CONTINUATION SEE SHEET D-2 FOR CONTINUATION SEE SHEET D-2 PLAN SCALE: 1"=20'S 3RD STSHATTUCK AVE S FOR CONTINUATION SEE SHEET D-8 FOR CONTINUATION SEE SHEET D-7 D-16 1.CONSTRUCTION CL EQUALS ROW CL, SEE SURVEY CONTROL PLAN, SHT G-5 2.ABANDON MH IN PLACE PER CITY STD DET 400.5 3.REMOVE MH OR CB ENTIRELY AND REPLACE AS SHOWN IN PLANS 4.ABANDON PIPE IN PLACE IN ACCORDANCE W/ SPECS 5.REMOVE PIPE AND APPURTENANCES ENTIRELY AND REPLACE AS SHOWN IN PLANS 6.REMOVE AND REPLACE FIRE HYDRANT, EXISTING HYDRANT TO BE DELIVERED TO THE CITY IN ACCORDANCE WITH THE SPECS REMOVE HYDRANT, EXISTING HYDRANT TO BE DELIVERED TO THE CITY IN ACCORDANCE WITH THE SPECS CUT AND CAP WATER MAIN IN ACCORDANCE WITH THE SPECS DEMOLITION NOTES 1 2 3 4 5 6 4 3 5 1 8 3 4 2 3 5 4 4 3 2 3 1 4 25 LEGEND REMOVE PIPE AND APPURTENANCES ENTIRELY AND REPLACE AS SHOWN IN PLANS ABANDON PIPE AND APPURTENANCES IN PLACE IN ACCORDANCE WITH SPECS 5 3 6 MATCHLINE STA F5+40SEE ABOVEMATCHLINE STA F9+60SEE SHEET D-17SHEET NOTES: 1.SURVEY CONTROL NUMBER (#) SEE SHEET G-5 FOR SURVEY CONTROL POINT INFORMATION. 2.THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND TAKEN FROM UTILITY LOCATE MARKINGS, RECORD DRAWINGS, AND/OR OTHER AVAILABLE MAPPING. EXACT LOCATIONS OF ALL EXISTING UTILITIES MUST BE DETERMINED BY THE CONTRACTOR PRIOR TO AND DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR POTHOLING AND VERIFYING THE LOCATION, DEPTH, SIZE, MATERIAL AND CONFIGURATION OF THE EXISTING UTILITIES. 3.LOCATIONS OF SIDE SEWERS SHOWN ARE APPROXIMATE AND MAY NOT REFLECT ACTUAL LOCATIONS. 4.TYPICAL PAVEMENT RESTORATION, SEE RESTORATION SHEETS. 5. FOR ADDITIONAL NOTES, SEE SHEET G-4. 10 3 10 12" VALVE TO BE REMOVED. INSTALL 12" PLUG (RJ) AND TB TO EXISTING CROSS. 2 8 10 •••••••••••••••••••••••••••••••••••••••••••••••••• 30 30 3030 29 •••••••••••••••••••••••••••••••••••••••••••••••••• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• F10+00 F11+00 F12+00 F13+00 F14+00 •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• 29 29 29 28 28 2 8 •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• • • •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• F14+00 F15+00 F16+00 F16+80 PLAN SCALE: 1"=20' 18-2251 D-17 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 SHATTUCK AVE S DEMOLITION PLANS STA F9+60 TO STA F16+00 SEO BAW TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-DEMO.dwg D-17 3/6/2020 10:28 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 SHATTUCK AVE S MATCHLINE STA F14+00SEE BELOWPLAN SCALE: 1"=20'MATCHLINE STA F14+00SEE ABOVED-18 1.CONSTRUCTION CL EQUALS ROW CL, SEE SURVEY CONTROL PLAN, SHT G-5 2.ABANDON MH IN PLACE PER CITY STD DET 400.5 3.REMOVE MH OR CB ENTIRELY AND REPLACE AS SHOWN IN PLANS 3.ABANDON PIPE IN PLACE IN ACCORDANCE W/ SPECS 4.REMOVE PIPE AND APPURTENANCES ENTIRELY AND REPLACE AS SHOWN IN PLANS 4.ABANDON MONITORING WELL IN ACCORDANCE WITH SPECS DEMOLITION NOTES 1 2 3 LEGEND REMOVE PIPE AND APPURTENANCES ENTIRELY AND REPLACE AS SHOWN IN PLANS ABANDON PIPE AND APPURTENANCES IN PLACE IN ACCORDANCE WITH SPECSMATCHLINE STA F9+60SEE SHEET D-16SHATTUCK AVE S 5 5 1 1 3 33 SHEET NOTES: 1.SURVEY CONTROL NUMBER (#) SEE SHEET G-5 FOR SURVEY CONTROL POINT INFORMATION. 2.THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND TAKEN FROM UTILITY LOCATE MARKINGS, RECORD DRAWINGS, AND/OR OTHER AVAILABLE MAPPING. EXACT LOCATIONS OF ALL EXISTING UTILITIES MUST BE DETERMINED BY THE CONTRACTOR PRIOR TO AND DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR POTHOLING AND VERIFYING THE LOCATION, DEPTH, SIZE, MATERIAL AND CONFIGURATION OF THE EXISTING UTILITIES. 3.LOCATIONS OF SIDE SEWERS SHOWN ARE APPROXIMATE AND MAY NOT REFLECT ACTUAL LOCATIONS. 4.TYPICAL PAVEMENT RESTORATION, SEE RESTORATION SHEETS. 5. FOR ADDITIONAL NOTES, SEE SHEET G-4. 11 4 33 5 11 ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••333433 3333 33 33 A12+00A13+00G0+00 G1+00 G2+00 G3+00 ••••••••••••••••••••••••••33333333 33 C16+00G4+00 G5+00 G6+00G6+00 PLAN SCALE: 1"=20' 18-2251 D-19 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 WHITWORTH AVE S DEMOLITION PLANS STA G0+00 TO STA G6+00 SEO BAW TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-DEMO.dwg D-19 3/6/2020 10:28 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 WHITWORTH AVE S MATCHLINE STA G3+20SEE BELOW2ND STFOR CONTINUATION SEE SHEET D-2 FOR CONTINUATION SEE SHEET D-2 PLAN SCALE: 1"=20' WHITWORTH AVE S MATCHLINE STA G3+20SEE ABOVES 3RD STFOR CONTINUATION SEE SHEET D-9 FOR CONTINUATION SEE SHEET D-9 D-20 1.CONSTRUCTION CL EQUALS ROW CL, SEE SURVEY CONTROL PLAN, SHT G-5 2.ABANDON MH IN PLACE PER CITY STD DET 400.5 3.REMOVE MH OR CB ENTIRELY AND REPLACE AS SHOWN IN PLANS 4.ABANDON PIPE IN PLACE IN ACCORDANCE W/ SPECS 5.REMOVE PIPE AND APPURTENANCES ENTIRELY AND REPLACE AS SHOWN IN PLANS 6.REMOVE AND REPLACE FIRE HYDRANT, EXISTING HYDRANT TO BE DELIVERED TO THE CITY IN ACCORDANCE WITH THE SPECS 7.REMOVE HYDRANT, EXISTING HYDRANT TO BE DELIVERED TO THE CITY IN ACCORDANCE WITH THE SPECS 8.CUT AND CAP WATER MAIN IN ACCORDANCE WITH SPECS 9.ABANDON MONITORING WELL IN ACCORDANCE WITH SPECS DEMOLITION NOTES 1 2 3 4 5 6 6 1 4 5 5 4 3 5 5 1 LEGEND REMOVE PIPE AND APPURTENANCES ENTIRELY AND REPLACE AS SHOWN IN PLANS ABANDON PIPE AND APPURTENANCES IN PLACE IN ACCORDANCE WITH SPECS 4 8 5 8 SHEET NOTES: 1.SURVEY CONTROL NUMBER (#) SEE SHEET G-5 FOR SURVEY CONTROL POINT INFORMATION. 2.THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND TAKEN FROM UTILITY LOCATE MARKINGS, RECORD DRAWINGS, AND/OR OTHER AVAILABLE MAPPING. EXACT LOCATIONS OF ALL EXISTING UTILITIES MUST BE DETERMINED BY THE CONTRACTOR PRIOR TO AND DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR POTHOLING AND VERIFYING THE LOCATION, DEPTH, SIZE, MATERIAL AND CONFIGURATION OF THE EXISTING UTILITIES. 3.LOCATIONS OF SIDE SEWERS SHOWN ARE APPROXIMATE AND MAY NOT REFLECT ACTUAL LOCATIONS. 4.TYPICAL PAVEMENT RESTORATION, SEE RESTORATION SHEETS. 5. FOR ADDITIONAL NOTES, SEE SHEET G-4. 10 TEE AND TWO 12" VALVES ON NORTH/SOUTH MAIN TO BE REMOVED. NEW WATER MAIN WILL CONNECT EXISTING 12" VALVE ON EAST/WEST MAIN. SEE TEMPORARY SERVICE PLAN. 4 5 3 10 EXISTING 4" VALVES AND CROSS TO BE REMOVED 10 11 11 APPROXIMATE LOCATION OF KB-14, CONTRACTOR SHALL FIELD LOCATE AND ABANDON MONITORING WELL IN ACCORDANCE WITH SPECS ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••343 5 35343433 33 3333••••••••••••••••••••••••••••A16+00H0+00 H1+00 H2+00 H3+00 •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••3434 33 3434C19+00H4+00 H5+00 H6+00 H6+60 PLAN SCALE: 1"=20' 18-2251 D-21 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 MORRIS AVE S DEMOLITION PLANS STA H0+00 TO STA H6+00 SEO BAW TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-DEMO.dwg D-21 3/6/2020 10:28 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 MORRIS AVE S S 2ND STPLAN SCALE: 1"=20' MORRIS AVE S S 3RD STFOR CONTINUATION SEE SHEET D-9 FOR CONTINUATION SEE SHEET D-10 FOR CONTINUATION SEE SHEET D-4 FOR CONTINUATION SEE SHEET D-4 1.CONSTRUCTION CL EQUALS ROW CL, SEE SURVEY CONTROL PLAN, SHT G-5 2.ABANDON MH IN PLACE PER CITY STD DET 400.5 3.REMOVE MH OR CB ENTIRELY AND REPLACE AS SHOWN IN PLANS 4.ABANDON PIPE IN PLACE IN ACCORDANCE W/ SPECS 5.REMOVE PIPE AND APPURTENANCES ENTIRELY AND REPLACE AS SHOWN IN PLANS DEMOLITION NOTES 1 2 3 4 5 1 2 4 4 5 1 3 3 3 5 MATCHLINE STA H3+20SEE ABOVEMATCHLINE STA H3+20SEE BELOWLEGEND REMOVE PIPE AND APPURTENANCES ENTIRELY AND REPLACE AS SHOWN IN PLANS ABANDON PIPE AND APPURTENANCES IN PLACE IN ACCORDANCE WITH SPECS LOCATION OF EXIST SIDE SEWER IS UNKNOWN, CONTRACTOR TO LOCATE AND ABANDON OR REMOVE AS NECESSARY TO INSTALL STRAIGHT SIDE SEWER TO MAIN AS SHOWN ON SS-21 SHEET NOTES: 1.SURVEY CONTROL NUMBER (#) SEE SHEET G-5 FOR SURVEY CONTROL POINT INFORMATION. 2.THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND TAKEN FROM UTILITY LOCATE MARKINGS, RECORD DRAWINGS, AND/OR OTHER AVAILABLE MAPPING. EXACT LOCATIONS OF ALL EXISTING UTILITIES MUST BE DETERMINED BY THE CONTRACTOR PRIOR TO AND DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR POTHOLING AND VERIFYING THE LOCATION, DEPTH, SIZE, MATERIAL AND CONFIGURATION OF THE EXISTING UTILITIES. 3.LOCATIONS OF SIDE SEWERS SHOWN ARE APPROXIMATE AND MAY NOT REFLECT ACTUAL LOCATIONS. 4.TYPICAL PAVEMENT RESTORATION, SEE RESTORATION SHEETS. 5. FOR ADDITIONAL NOTES, SEE SHEET G-4. 2 ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••444444 45 4545 464544 4444454 646 CRPL#3 66" STLCPPL#3 66" STLCPPL#3 66" STLCPPL#3 66" STL ••••••••••••••••••••••••••••••••K0+00 K1+00 K2+00 K3+00 K4+00 L4+00PLAN SCALE: 1"=20' 18-2251 D-24 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 S 2ND ST DEMOLITION PLANS STA K0+00 TO STA K4+00 SEO BAW TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-DEMO.dwg D-24 3/6/2020 10:28 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 S 2ND ST MILL AVE S4 3 TYP FOR CONTINUATION SEE SHEET D-25MAIN AVE S1.CONSTRUCTION CL EQUALS ROW CL, SEE SURVEY CONTROL PLAN, SHT G-5 2.REMOVE MH OR CB ENTIRELY AND REPLACE AS SHOWN IN PLANS 3.ABANDON PIPE IN PLACE IN ACCORDANCE W/ SPECS 4.REMOVE PIPE AND APPURTENANCES ENTIRELY AND REPLACE AS SHOWN IN PLANS 5.REMOVE HYDRANT, EXISTING HYDRANT TO BE DELIVERED TO THE CITY IN ACCORDANCE WITH THE SPECS 6.CUT AND CAP WATER MAIN IN ACCORDANCE WITH SPECS DEMOLITION NOTES 1 3 4 5 8 1 4 5 LEGEND REMOVE PIPE AND APPURTENANCES ENTIRELY AND REPLACE AS SHOWN IN PLANS ABANDON PIPE AND APPURTENANCES IN PLACE IN ACCORDANCE WITH SPECS 8 CONTINUATION SEE SHEET D-25 SHEET NOTES: 1.SURVEY CONTROL NUMBER (#) SEE SHEET G-5 FOR SURVEY CONTROL POINT INFORMATION. 2.THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND TAKEN FROM UTILITY LOCATE MARKINGS, RECORD DRAWINGS, AND/OR OTHER AVAILABLE MAPPING. EXACT LOCATIONS OF ALL EXISTING UTILITIES MUST BE DETERMINED BY THE CONTRACTOR PRIOR TO AND DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR POTHOLING AND VERIFYING THE LOCATION, DEPTH, SIZE, MATERIAL AND CONFIGURATION OF THE EXISTING UTILITIES. 3.LOCATIONS OF SIDE SEWERS SHOWN ARE APPROXIMATE AND MAY NOT REFLECT ACTUAL LOCATIONS. 4.TYPICAL PAVEMENT RESTORATION, SEE RESTORATION SHEETS. 5. FOR ADDITIONAL NOTES, SEE SHEET G-4. 10 CONTRACTOR TO REMOVE VALVE AND INSTALL 6" PLUG (RJ) AND TB CONTRACTOR TO REMOVE 8" VALVE AND INSTALL 8" PLUG (RJ) AND TB 10 ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••46 454644 45 454 4 4 4 45 46 4 343 CRPL#3 66" STL CPPL#3 66" STLK3+00K4+00L0+00 L1+00 L2+00 L3+00 L4+00 L5+00 •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••5 3 5 2 5 1 5 0 4 9 48 474747 46 46 46 46 46 45 CRPL#3 66" STLCRPL#3 66" STL CRPL#3 66" STL L5+00 L6+00 L7+00 L8+00 L9+00L9+00 6PLAN SCALE: 1"=20' 18-2251 D-25 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 MILL AVE S DEMOLITION PLANS STA L0+00 TO STA L9+60 SEO BAW TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-DEMO.dwg D-25 3/6/2020 10:28 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 MILL AVE S S 2ND STFOR CONTINUATION SEE SHEET D-24 MATCHLINE STA L5+00SEE BELOWCONTRACTOR TO DETERMINE WHICH SS IS ACTIVE, AND RECONNECT WITH CO, ABANDON OLD SS PLAN SCALE: 1"=20' MILL AVE S HOUSER WAY SMATCHLINE STA L4+80SEE ABOVED-26 1.CONSTRUCTION CL EQUALS ROW CL, SEE SURVEY CONTROL PLAN, SHT G-5 2.ABANDON MH IN PLACE PER CITY STD DET 400.5 3.REMOVE MH OR CB ENTIRELY AND REPLACE AS SHOWN IN PLANS 4.ABANDON PIPE IN PLACE IN ACCORDANCE W/ SPECS 5.REMOVE PIPE AND APPURTENANCES ENTIRELY AND REPLACE AS SHOWN IN PLANS 6.REMOVE HYDRANT, EXISTING HYDRANT TO BE DELIVERED TO THE CITY IN ACCORDANCE WITH THE SPECS REMOVE EXISTING VAULT TO 3 FEET BELOW SURFACE AND RESTORE SURFACE TO SURROUNDING CONDITIONS CUT AND CAP WATER MAIN IN ACCORDANCE WITH SPECS DEMOLITION NOTES 1 2 3 4 5 8 1 4 5 3 4 8 1 4 LEGEND REMOVE PIPE AND APPURTENANCES ENTIRELY AND REPLACE AS SHOWN IN PLANS ABANDON PIPE AND APPURTENANCES IN PLACE IN ACCORDANCE WITH SPECS 3 3 3 SHEET NOTES: 1.SURVEY CONTROL NUMBER (#) SEE SHEET G-5 FOR SURVEY CONTROL POINT INFORMATION. 2.THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND TAKEN FROM UTILITY LOCATE MARKINGS, RECORD DRAWINGS, AND/OR OTHER AVAILABLE MAPPING. EXACT LOCATIONS OF ALL EXISTING UTILITIES MUST BE DETERMINED BY THE CONTRACTOR PRIOR TO AND DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR POTHOLING AND VERIFYING THE LOCATION, DEPTH, SIZE, MATERIAL AND CONFIGURATION OF THE EXISTING UTILITIES. 3.LOCATIONS OF SIDE SEWERS SHOWN ARE APPROXIMATE AND MAY NOT REFLECT ACTUAL LOCATIONS. 4.TYPICAL PAVEMENT RESTORATION, SEE RESTORATION SHEETS. 5. FOR ADDITIONAL NOTES, SEE SHEET G-4. 9 10 CONTRACTOR TO REMOVE VALVE AND INSTALL 6" PLUG (RJ) AND TB CONTRACTOR TO REMOVE 8" VALVE AND INSTALL 8" PLUG (RJ) AND TB 10 9 8 10 CONTRACTOR TO SAVE BRICKS FOR RESTORATION CONTRACTOR SHALL NOT DISTURB ANY PART OF THE BRIDGE ABUTMENT REMOVE EXIST 6" VALVE AND EXIST 16"x6" REDUCER AT EXIST 24"x26" CROSS AND INSTALL 16" PLUG (RJ) AND TB 10 •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••32 33 33 33 34 33 34 34 33 34 33 3333 32 32 NO PARKING FIRE LANE34 CRPL #3 66" STL CRPL#3 66" STL CRPL#3 66" STL •••••8" SDR 35 SS 8" C900 SS8" SDR 35 SS 12"DI W12"DI W 12"DI W12"DI WA10+00 A11+00 A12+00 A13+00 A14+00S1+00S1+0012"DI W A10+00 A11+00 A12+00 A13+00 A14+00 STA A9+51, 19.2' LT FURNISH & INSTALL: 1-48'' SDMH #1 STA A9+50, 24.2' LT FURNISH & INSTALL: 1-CB #1 STA A9+51, 19.2' LT FURNISH & INSTALL: 1-48'' SDMH #1 STA A9+50, 24.2' LT FURNISH & INSTALL: 1-CB #1 STA A11+10, 23.5' LT FURNISH & INSTALL: 1-CB #3 STA A11+20, 16.0' LT FURNISH & INSTALL: 1-48'' SDMH #3 STA A12+75, 15.2' LT FURNISH & INSTALL: 1-48'' SDMH #5 STA A12+75, 23.6' LT FURNISH & INSTALL: 1-CB #6 STA A9+61, 48.1' RT FURNISH & INSTALL: 1-48'' SDMH #2 STA A9+92, 62.4' RT FURNISH & INSTALL: 1-CB #2 STA A11+21, 47.9' RT FURNISH & INSTALL: 1-CB #4 12" C900 SD15" PP SD 12" C 9 0 0 S D 12" PP SD 12" C900 SD12" C900 SD8" D I S D MATCHLINE STA A14+00SEE SHEET SD-415 20 25 30 35 40 45 50 15 20 25 30 35 40 45 50 A9+40 A9+60 A9+80 A10+00 A10+20 A10+40 A10+60 A10+80 A11+00 A11+20 A11+40 A11+60 A11+80 A12+00 A12+20 A12+40 A12+60 A12+80 A13+00 A13+20 A13+40 A13+60 A13+80 A14+00EXIST W(TO BE ABAN/REMOVED)EXIST UGPEXIST UGPEXIST TEXIST SSIE=20.6EXIST TEXIST UGPEXIST SS(TO BE REMOVED)IE=26.2PROP 12"WEXIST SSIE=20.6166 LF 15" PP SD @ SLP=0.12%155 LF 12" C900 SD @ SLP=0.39% 48'' SDMH #3 IE(IN)12"(E)=27.95 IE(IN)12"(S)=29.98 IE(IN)12"(NW)=29.00 IE(OUT)15"(W)=27.70 STA A11+20, 16' LT RIM=32.58 166 LF 12" PP SD @ SLP=0.37% 48'' SDMH #1 IE(IN)12"(N)=28.38 IE(IN)15"(E)=27.50 IE(OUT)12"(S)=27.50 IE(OUT)12"(W)=27.50 STA A9+51, 19' LT RIM=32.17 48'' SDMH #5 IE(IN)12"(E)=28.56 IE(IN)12"(S)=30.00 IE(IN)12"(N)=29.12 IE(OUT)12"(W)=28.56 STA A12+75, 15' LT RIM=32.89 (EXIST) (EXIST) EXIST GR @ ROW CL PLAN SCALE: 1"=20' 18-2251 SD-3 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 S 2ND ST STORM PLAN & PROFILE STA A9+40 TO STA A14+00 SEO BAW TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-SD.dwg SD-3 3/6/2020 8:29 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 SCALE: 1"=20' HORIZ, 1"=5' VERT PROFILE S 2ND ST MATCHLINE STA A14+00SEE SHEET SD-4SHEET NOTES: 1. SURVEY CONTROL NUMBER (#), SEE SHEET G-5 FOR SURVEY CONTROL POINT INFORMATION. 2. THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND TAKEN FROM UTILITY LOCATE MARKINGS, RECORD DRAWINGS, AND/OR OTHER AVAILABLE MAPPING. EXACT LOCATIONS OF ALL EXISTING UTILITIES MUST BE DETERMINED BY THE CONTRACTOR PRIOR TO AND DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR POTHOLING AND VERIFYING THE LOCATION, DEPTH, SIZE, MATERIAL AND CONFIGURATION OF THE EXISTING UTILITIES. POTHOLING SHALL OCCUR FAR ENOUGH IN ADVANCE OF CONSTRUCTION TO ADJUST SD SYSTEM. NO COMPENSATION WILL BE PAID TO CONTRACTOR FOR REWORK AS A RESULT OF FAILURE TO VERIFY EXISTING UTILITIES. 3. FOR TYPICAL PAVEMENT RESTORATION, SEE RESTORATION SHEETS. 4. FOR ADDITIONAL STORM DRAIN NOTES, SEE SHEET G-4. 5. SEE SHEETS SD-40 TO SD-46 FOR LATERAL DRAINAGE PROFILES. 6. THE LOCATION OF DIRECT CONNECTIONS OF EXISTING STORM DRAIN LATERALS TO THE EXISTING STORM DRAIN PIPE SHOWN ARE BASED ON CCTV VIDEO AND ARE APPROXIMATE. FOR ALL SUCH DIRECT CONNECTIONS SHOWN AND FOR ALL SUCH DIRECT CONNECTIONS WHICH ARE NOT SHOWN BUT ENCOUNTERED DURING CONSTRUCTION, CONTRACTOR SHALL CONTACT CITY ENGINEER TO VERIFY IF THE EXISTING STORM DRAIN LATERAL IS ACTIVE. ADDITIONAL FITTING AND/OR STRUCTURE INSTALLATION TO RECONNECT THE EXISTING STORM DRAIN LATERAL (IF NEEDED) SHALL BE APPROVED BY THE ENGINEER. 7. NEW CATCH BASINS SHALL HAVE RECTANGULAR FRAME PER COR STD PLAN 204.00 AND RECTANGULAR VANED GRATE PER COR STD PLAN 204.20 UNLESS NOTED OTHERWISE ON THE PLANS AND PER THE FOLLOWING: - STORM ROUND FRAME AND COVER PER COR STD PLAN 204.50 WITH CONVERSION RISER PER COR STD PLAN 200.40. 8. NEW SDMH SHALL HAVE ROUND FRAME AND COVER PER COR STD PLAN 204.50 UNLESS NOTED OTHERWISE ON THE PLANS AND PER THE FOLLOWING: -RECTANGULAR FRAME PER COR STD PLAN 204.00 AND RECTANGULAR VANED GRATE PER COR STD PLAN 204.20.SHATTUCKAVE S1 2 14 11 1111 12 11 12 7 TYP 9 TYP TYP TYP CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-5 WHERE FEASIBLE, AT UTILITY CROSSINGS MAINTAIN MINIMUM VERTICAL SEPARATION OF 12" FROM ALL OTHER UTILITIES, MEASURED WALL-TO-WALL. PROTECT EXIST WATER UTILITY, PROVIDE SUPPORT DURING CONSTRUCTION PROTECT EXIST UNDERGROUND POWER & TELECOMMUNICATION, PROVIDE SUPPORT DURING CONSTRUCTION PROTECT OR REMOVE AND REPLACE TRAFFIC DETECTION LOOP FURNISH AND INSTALL CB AS SHOWN, SEE COR STD PLAN 200.00 FURNISH AND INSTALL SDMH AS SHOWN, SEE COR STD PLAN 201.00 CONNECT PIPE TO EXIST DRAINAGE STRUCTURE, SEE DET 1 SHT SS-42 CONNECT EXIST STORM DRAIN PIPE TO NEW STRUCTURE, SEE DET 2 SHT SS-42 CONSTRUCTION NOTES: 1 2 4 7 11 12 13 CONTINUATION SEE SHEET SD-15 APPROXIMATE LOCATION OF 66" SPU CRPL 4 TYP 12 TYP CONTINUATION SEE SHEET SD-19 11 CB #7, SEE SHT SD-40 CB #5, SEE SHT SD-40 SDMH #4, SEE SHT SD-40 15 TYP OF 2 WHITWORTHAVE S12 15 15 9431AT&T CRITICAL FIBER OPTIC, PROTECT IN PLACE PER 1-07.17 CONNECT EXIST STORM DRAIN PIPE TO NEW STRUCTURE, SEE DET 2 SHT SS-42 15 ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••34 33 3 4 34 34 35 3534 34 333333 CRPL #3 66" STL CRPL #3 66" STL •••••••••••••••••••••••••••••••••••••••••••••••••8" C900 SS 8" C900 SS 8" SDR 35 SSA14+00 A15+00 A16+00 A17+00A14+00 A15+00 A16+00 A17+00 STA A14+32, 23.2' LT FURNISH & INSTALL: 1-CB #8 STA A14+41, 15.1' LT FURNISH & INSTALL: 1-48'' SDMH #6 STA A15+88, 13.2' LT FURNISH & INSTALL: 1-48'' SDMH #7 STA A15+88, 23.2' LT FURNISH & INSTALL: 1-CB #10 STA A14+39, 47.9' RT FURNISH & INSTALL: 1-CB #9 STA A15+84, 61.0' RT FURNISH & INSTALL: 1-CB #11 STA A16+22, 62.8' RT FURNISH & INSTALL: 1-CB #12 STA A15+86, 47.2' RT FURNISH & INSTALL: 1-48'' SDMH #812"C900 SD12" PP SD 8"DI SD12"C900 SD10 15 20 25 30 35 40 45 10 15 20 25 30 35 40 45 A14+00 A14+20 A14+40 A14+60 A14+80 A15+00 A15+20 A15+40 A15+60 A15+80 A16+00 A16+20 A16+40EXIST WEXIST SS (TO BE REMOVED)SEE DEMO SHTS146 LF 12" PP SD @ SLP=0.31% 48'' SDMH #7 IE(IN)12"(S)=29.63 IE(IN)12"(N)=29.63 IE(OUT)12"(W)=29.63 STA A15+88, 13' LT RIM=33.7048'' SDMH #6 IE(IN)12"(E)=29.18 IE(IN)12"(NW)=29.61 IE(IN)12"(S)=29.25 IE(OUT)12"(W)=29.18 STA A14+41, 15' LT RIM=33.72 PLAN SCALE: 1"=20' 18-2251 SD-4 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 S 2ND ST STORM PLAN & PROFILE STA A14+00 TO STA A16+40 SEO BAW TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-SD.dwg SD-4 3/6/2020 8:29 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 SCALE: 1"=20' HORIZ, 1"=5' VERT PROFILE EXIST GR @ ROW CL S 2ND ST MATCHLINE STA A14+00SEE SHEET SD-3MATCHLINE STA A14+00SEE SHEET SD-3MORRISAVE S1 TYP 11 12 4 TYP 3 TYP 2 11 11 CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-5 WHERE FEASIBLE, AT UTILITY CROSSINGS MAINTAIN MINIMUM VERTICAL SEPARATION OF 12" FROM ALL OTHER UTILITIES, MEASURED WALL-TO-WALL PROTECT EXIST GAS & GAS SERVICE, PROVIDE SUPPORT DURING CONSTRUCTION PROTECT EXIST WATER UTILITY, PROVIDE SUPPORT DURING CONSTRUCTION FURNISH AND INSTALL CB AS SHOWN, SEE COR STD PLAN 200.00 FURNISH AND INSTALL SDMH AS SHOWN, SEE COR STD PLAN 201.00 CONNECT PIPE TO EXIST DRAINAGE STRUCTURE, SEE DET 1 SHT SS-42 CONNECT EXIST STORM DRAIN PIPE TO NEW STRUCTURE, SEE DET 2 SHT SS-42 CONSTRUCTION NOTES: 1 2 4 7 11 12 13 12 11 15 (TYP OF 3) 15 SHEET NOTES: 1. SURVEY CONTROL NUMBER (#), SEE SHEET G-5 FOR SURVEY CONTROL POINT INFORMATION. 2. THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND TAKEN FROM UTILITY LOCATE MARKINGS, RECORD DRAWINGS, AND/OR OTHER AVAILABLE MAPPING. EXACT LOCATIONS OF ALL EXISTING UTILITIES MUST BE DETERMINED BY THE CONTRACTOR PRIOR TO AND DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR POTHOLING AND VERIFYING THE LOCATION, DEPTH, SIZE, MATERIAL AND CONFIGURATION OF THE EXISTING UTILITIES. POTHOLING SHALL OCCUR FAR ENOUGH IN ADVANCE OF CONSTRUCTION TO ADJUST SD SYSTEM. NO COMPENSATION WILL BE PAID TO CONTRACTOR FOR REWORK AS A RESULT OF FAILURE TO VERIFY EXISTING UTILITIES. 3. FOR TYPICAL PAVEMENT RESTORATION, SEE RESTORATION SHEETS. 4. FOR ADDITIONAL STORM DRAIN NOTES, SEE SHEET G-4. 5. SEE SHEETS SD-40 TO SD-46 FOR LATERAL DRAINAGE PROFILES. 6. THE LOCATION OF DIRECT CONNECTIONS OF EXISTING STORM DRAIN LATERALS TO THE EXISTING STORM DRAIN PIPE SHOWN ARE BASED ON CCTV VIDEO AND ARE APPROXIMATE. FOR ALL SUCH DIRECT CONNECTIONS SHOWN AND FOR ALL SUCH DIRECT CONNECTIONS WHICH ARE NOT SHOWN BUT ENCOUNTERED DURING CONSTRUCTION, CONTRACTOR SHALL CONTACT CITY ENGINEER TO VERIFY IF THE EXISTING STORM DRAIN LATERAL IS ACTIVE. ADDITIONAL FITTING AND/OR STRUCTURE INSTALLATION TO RECONNECT THE EXISTING STORM DRAIN LATERAL (IF NEEDED) SHALL BE APPROVED BY THE ENGINEER. 7. NEW CATCH BASINS SHALL HAVE RECTANGULAR FRAME PER COR STD PLAN 204.00 AND RECTANGULAR VANED GRATE PER COR STD PLAN 204.20 UNLESS NOTED OTHERWISE ON THE PLANS AND PER THE FOLLOWING: - STORM ROUND FRAME AND COVER PER COR STD PLAN 204.50 WITH CONVERSION RISER PER COR STD PLAN 200.40. 8.NEW SDMH SHALL HAVE ROUND FRAME AND COVER PER COR STD PLAN 204.50 UNLESS NOTED OTHERWISE ON THE PLANS AND PER THE FOLLOWING: -RECTANGULAR FRAME PER COR STD PLAN 204.00 AND RECTANGULAR VANED GRATE PER COR STD PLAN 204.20. CONNECT EXIST STORM DRAIN PIPE TO NEW STRUCTURE, SEE DET 2 SHT SS-42 15 ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••32 32 3131 32 32 32 32 32STOP24" C900 SS 21" SDR 35 SS 21" SDR 35 SS C5+00 C6+00 C7+00 C8+00 C9+00C5+00 C6+00 C7+00 C8+00 C9+00 STA C4+85, 18.3' LT FURNISH & INSTALL: 1-48'' SDMH #9 STA C5+32, 18.0' LT FURNISH & INSTALL: 1-48'' SDMH #10 STA C5+32, 21.0' LT FURNISH & INSTALL: 1-CB #13 IE(OUT)12"(S)=27.88 STA C6+85, 17.9' LT FURNISH & INSTALL: 1-48'' SDMH #11 STA C6+85, 21.3' LT FURNISH & INSTALL: 1-CB #14 IE(OUT)12"(S)=26.40 STA C8+39, 17.9' LT FURNISH & INSTALL: 1-48'' SDMH #12 STA C8+39, 21.2' LT FURNISH & INSTALL: 1-CB #15 IE(OUT)12"(S)=27.10 12" PP SD 12" PP SD12" PP SD 12" PP SD 5 10 15 20 25 30 35 40 5 10 15 20 25 30 35 40 C4+80 C5+00 C5+20 C5+40 C5+60 C5+80 C6+00 C6+20 C6+40 C6+60 C6+80 C7+00 C7+20 C7+40 C7+60 C7+80 C8+00 C8+20 C8+40 C8+60 C8+80 C9+00 C9+20 C9+40 C9+60PROP 8"SSIE=22.1EXIST WSEXIST WS153 LF 12" PP SD @ SLP=0.52%154 LF 12" PP SD @ SLP=0.50% 48'' SDMH #10 IE(IN)12"(E)=23.07 IE(IN)12"(N)=27.80 IE(OUT)12"(W)=23.07 STA C5+32, 18' LT RIM=31.15 48'' SDMH #9 IE(IN)12"(E)=22.38 IE(OUT)12"(NW)=22.37 STA C4+85, 18' LT RIM=31.12 48'' SDMH #11 IE(IN)12"(E)=23.83 IE(IN)12"(N)=26.34 IE(OUT)12"(W)=23.86 STA C6+85, 18' LT RIM=31.31 144 LF 12" PP SD @ SLP=0.50% 47 LF 12" CPEP SD @ SLP=1.48%48'' SDMH #12 IE(IN)12"(E)=24.60 IE(IN)12"(N)=26.99 IE(OUT)12"(W)=24.60 STA C8+39, 18' LT RIM=31.64EXIST UGPEXIST 12" WEXIST FHEXIST UGPPLAN SCALE: 1"=20' 18-2251 SD-7 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 S 3RD ST STORM PLAN & PROFILE STA C4+80 TO STA C9+60 SEO BAW TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-SD.dwg SD-7 3/6/2020 8:29 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 SCALE: 1"=20' HORIZ, 1"=5' VERT PROFILE EXIST GR @ ROW CL S 3RD ST MATCHLINE STA C9+60SEE SHEET SD-8MATCHLINE STA A9+60SEE SHEET SD-8CONSTRUCTION CL, EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-5 WHERE FEASIBLE, AT UTILITY CROSSINGS, MAINTAIN MIN VERTICAL SEPARATION OF 12" FROM ALL OTHER UTILITIES, MEASURED WALL-TO-WALL PROTECT EXIST GAS & GAS SERVICES, PROVIDE SUPPORT DURING CONSTRUCTION PROTECT EXIST WATER UTILITY, PROVIDE SUPPORT DURING CONSTRUCTION FURNISH AND INSTALL CB AS SHOWN, SEE COR STD PLAN 200.00 FURNISH AND INSTALL SDMH AS SHOWN, SEE COR STD PLAN 201.00 CONNECT EXIST STORM DRAIN PIPE TO NEW STRUCTURE, SEE DET 2 SHT SS-42 CONSTRUCTION NOTES: 1 2 3 4 11 12 11 12 1212 12 1 TYP2TYP 11 11 15 15 SHEET NOTES: 1. SURVEY CONTROL NUMBER (#), SEE SHEET G-5 FOR SURVEY CONTROL POINT INFORMATION. 2. THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND TAKEN FROM UTILITY LOCATE MARKINGS, RECORD DRAWINGS, AND/OR OTHER AVAILABLE MAPPING. EXACT LOCATIONS OF ALL EXISTING UTILITIES MUST BE DETERMINED BY THE CONTRACTOR PRIOR TO AND DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR POTHOLING AND VERIFYING THE LOCATION, DEPTH, SIZE, MATERIAL AND CONFIGURATION OF THE EXISTING UTILITIES. POTHOLING SHALL OCCUR FAR ENOUGH IN ADVANCE OF CONSTRUCTION TO ADJUST SD SYSTEM. NO COMPENSATION WILL BE PAID TO CONTRACTOR FOR REWORK AS A RESULT OF FAILURE TO VERIFY EXISTING UTILITIES. 3. FOR TYPICAL PAVEMENT RESTORATION, SEE RESTORATION SHEETS. 4. FOR ADDITIONAL STORM DRAIN NOTES, SEE SHEET G-4. 5. SEE SHEETS SD-40 TO SD-46 FOR LATERAL DRAINAGE PROFILES. 6. THE LOCATION OF DIRECT CONNECTIONS OF EXISTING STORM DRAIN LATERALS TO THE EXISTING STORM DRAIN PIPE SHOWN ARE BASED ON CCTV VIDEO AND ARE APPROXIMATE. FOR ALL SUCH DIRECT CONNECTIONS SHOWN AND FOR ALL SUCH DIRECT CONNECTIONS WHICH ARE NOT SHOWN BUT ENCOUNTERED DURING CONSTRUCTION, CONTRACTOR SHALL CONTACT CITY ENGINEER TO VERIFY IF THE EXISTING STORM DRAIN LATERAL IS ACTIVE. ADDITIONAL FITTING AND/OR STRUCTURE INSTALLATION TO RECONNECT THE EXISTING STORM DRAIN LATERAL (IF NEEDED) SHALL BE APPROVED BY THE ENGINEER. 7. NEW CATCH BASINS SHALL HAVE RECTANGULAR FRAME PER COR STD PLAN 204.00 AND RECTANGULAR VANED GRATE PER COR STD PLAN 204.20 UNLESS NOTED OTHERWISE ON THE PLANS AND PER THE FOLLOWING: - STORM ROUND FRAME AND COVER PER COR STD PLAN 204.50 WITH CONVERSION RISER PER COR STD PLAN 200.40. 8.NEW SDMH SHALL HAVE ROUND FRAME AND COVER PER COR STD PLAN 204.50 UNLESS NOTED OTHERWISE ON THE PLANS AND PER THE FOLLOWING: -RECTANGULAR FRAME PER COR STD PLAN 204.00 AND RECTANGULAR VANED GRATE PER COR STD PLAN 204.20.742" PP •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••32 31 31 3132 21" SDR 35 SS 21" SDR 35 SS 8" SDR 35 SS8" SDR 35 SS24" C900 SS C10+00 C11+00 C12+00 C13+00 C14+0012"DI WC10+00 C11+00 C12+00 C13+00 C14+00 STA C9+83, 18.0' LT FURNISH & INSTALL: 1-48'' SDMH #13 STA C9+83, 21.0' LT FURNISH & INSTALL: 1-CB #16 IE(OUT)12"(S)=27.18 STA C12+62, 11.8' RT FURNISH & INSTALL: 1-48'' SDMH #16 STA C12+52, 20.6' RT FURNISH & INSTALL: 1-CB #18 STA C12+92, 21.8' RT FURNISH & INSTALL: 1-CB #19 STA C13+81, 11.2' RT FURNISH & INSTALL: 1-48'' SDMH #17 STA C13+81, 18.2' LT FURNISH & INSTALL: 1-48'' SDMH #18 18" PP SD18" PP SD 18" PP SD 24" PP SD18" PP SD12"P P S D (SE)=24.35 5 10 15 20 25 30 35 40 5 10 15 20 25 30 35 40 C9+60 C9+80 C10+00 C10+20 C10+40 C10+60 C10+80 C11+00 C11+20 C11+40 C11+60 C11+80 C12+00 C12+20 C12+40 C12+60 C12+80 C13+00 C13+20 C13+40 C13+60 C13+80 C14+00 C14+20 C14+40EXIST WEXIST TEXIST TEXIST UGP/COMM DUCTEXIST 12"SDIE=28.1EXIST G119 LF 18" PP SD @ SLP=0.72% 48'' SDMH #16 IE(IN)18"(E)=21.48 IE(IN)18"(N)=21.48 IE(IN)12"(E)=27.58 IE(IN)12"(SW)=27.57 IE(OUT)24"(S)=21.03 STA C12+62, 12' RT RIM=31.12 48'' SDMH #17 IE(IN)18"(N)=22.33 IE(OUT)18"(W)=22.33 STA C13+81, 11' RT RIM=31.59 48'' SDMH #18 IE(IN)18"(E)=22.42 IE(OUT)18"(S)=22.42 STA C13+81, 18' LT RIM=31.33 69 LF 18" PP SD @ SLP=0.69% 48'' SDMH #13 IE(IN)12"(N)=27.10 IE(OUT)12"(W)=25.32 STA C9+83, 18' LT RIM=31.29 SHATTUCKAVE SPLAN SCALE: 1"=20' 18-2251 SD-8 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 S 3RD ST STORM PLAN & PROFILE STA C9+60 TO STA C14+40 SEO BAW TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-SD.dwg SD-8 3/6/2020 8:29 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 SCALE: 1"=20' HORIZ, 1"=5' VERT PROFILE EXIST GR @ ROW CL S 3RD ST MATCHLINE STA C9+60SEE SHEET SD-7MATCHLINE STA C14+40SEE SHEET SD-9MATCHLINE STA C9+60SEE SHEET SD-7MATCHLINE STA C14+40SEE SHEET SD-9CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-5 WHERE FEASIBLE, AT UTILITY CROSSINGS MAINTAIN MIN VERTICAL SEPARATION OF 12" FROM ALL OTHER UTILITIES, MEASURED WALL-TO-WALL PROTECT EXIST GAS & GAS SERVICES, PROVIDE SUPPORT DURING CONSTRUCTION PROTECT EXIST WATER UTILITY, PROVIDE SUPPORT DURING CONSTRUCTION PROTECT EXIST UNDERGROUND POWER & TELECOMMUNICATION, PROVIDE SUPPORT DURING CONSTRUCTION FURNISH AND INSTALL CB AS SHOWN, SEE COR STD PLAN 200.00 FURNISH AND INSTALL SDMH AS SHOWN, SEE COR STD PLAN 201.00 CONNECT PIPE TO EXIST DRAINAGE STRUCTURE, SEE DET 1 SHT SS-42 CONNECT EXIST STORM DRAIN PIPE TO NEW STRUCTURE, SEE DET 2 SHT SS-42 CONSTRUCTION NOTES: 1 2 3 4 7 11 12 13 11 1212 12 12 1 TYP 13 TYP 4 TYP 11 2 FOR CONTINUATION SEE SHEET SD-16 FOR CONTINUATION SEE SHEET SD-16 FRANCHISE UTILITY RELOCATION UNDER CONSIDERATION, COORDINATION ONGOING 48IN SDMH #16, SEE SHT SD-16 48IN SDMH #17, SEE SHT SD-16 7TYP 11 CB #17, SEE SHT SD-16 15 15 34SHEET NOTES: 1. SURVEY CONTROL NUMBER (#), SEE SHEET G-5 FOR SURVEY CONTROL POINT INFORMATION. 2. THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND TAKEN FROM UTILITY LOCATE MARKINGS, RECORD DRAWINGS, AND/OR OTHER AVAILABLE MAPPING. EXACT LOCATIONS OF ALL EXISTING UTILITIES MUST BE DETERMINED BY THE CONTRACTOR PRIOR TO AND DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR POTHOLING AND VERIFYING THE LOCATION, DEPTH, SIZE, MATERIAL AND CONFIGURATION OF THE EXISTING UTILITIES. POTHOLING SHALL OCCUR FAR ENOUGH IN ADVANCE OF CONSTRUCTION TO ADJUST SD SYSTEM. NO COMPENSATION WILL BE PAID TO CONTRACTOR FOR REWORK AS A RESULT OF FAILURE TO VERIFY EXISTING UTILITIES. 3. FOR TYPICAL PAVEMENT RESTORATION, SEE RESTORATION SHEETS. 4. FOR ADDITIONAL STORM DRAIN NOTES, SEE SHEET G-4. 5. SEE SHEETS SD-40 TO SD-46 FOR LATERAL DRAINAGE PROFILES. 6. THE LOCATION OF DIRECT CONNECTIONS OF EXISTING STORM DRAIN LATERALS TO THE EXISTING STORM DRAIN PIPE SHOWN ARE BASED ON CCTV VIDEO AND ARE APPROXIMATE. FOR ALL SUCH DIRECT CONNECTIONS SHOWN AND FOR ALL SUCH DIRECT CONNECTIONS WHICH ARE NOT SHOWN BUT ENCOUNTERED DURING CONSTRUCTION, CONTRACTOR SHALL CONTACT CITY ENGINEER TO VERIFY IF THE EXISTING STORM DRAIN LATERAL IS ACTIVE. ADDITIONAL FITTING AND/OR STRUCTURE INSTALLATION TO RECONNECT THE EXISTING STORM DRAIN LATERAL (IF NEEDED) SHALL BE APPROVED BY THE ENGINEER. 7. NEW CATCH BASINS SHALL HAVE RECTANGULAR FRAME PER COR STD PLAN 204.00 AND RECTANGULAR VANED GRATE PER COR STD PLAN 204.20 UNLESS NOTED OTHERWISE ON THE PLANS AND PER THE FOLLOWING: - STORM ROUND FRAME AND COVER PER COR STD PLAN 204.50 WITH CONVERSION RISER PER COR STD PLAN 200.40. 8.NEW SDMH SHALL HAVE ROUND FRAME AND COVER PER COR STD PLAN 204.50 UNLESS NOTED OTHERWISE ON THE PLANS AND PER THE FOLLOWING: -RECTANGULAR FRAME PER COR STD PLAN 204.00 AND RECTANGULAR VANED GRATE PER COR STD PLAN 204.20. AT&T CRITICAL FIBER OPTIC, PROTECT IN PLACE PER 1-07.17 •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••33 33 33 33 34 343324" C900 SS 24" C900 SS8" C900 SS24" C900 SS C15+00 C16+00 C17+00 C18+00 12"DI WC15+00 C16+00 C17+00 C18+00 STA C14+50, 17.8' LT FURNISH & INSTALL: 1-48'' SDMH #19 STA C14+50, 21.0' RT FURNISH & INSTALL: 1-CB #21 STA C14+50, 21.8' LT FURNISH & INSTALL: 1-CB #20 STA C16+03, 18.7' LT FURNISH & INSTALL: 1-48'' SDMH #21 STA C16+25, 21.0' RT FURNISH & INSTALL: 1-CB #24 STA C17+23, 22.0' LT FURNISH & INSTALL: 1-CB #26 STA C17+23, 18.0' LT FURNISH & INSTALL: 1-48'' SDMH #22 STA C18+53, 21.0' LT FURNISH & INSTALL: 1-CB #27 STA C18+53, 15.5' LT FURNISH & INSTALL: 1-48'' SDMH #23 STA C18+53, 21.2' RT FURNISH & INSTALL: 1-CB #28 STA C17+23, 20.9' RT FURNISH & INSTALL: 1-CB #25 1-CB #29 18" PP SD 18" PP SD18" PP SD 18" PP SD12" PP SD12"DI SD12"DI SD12"DI SD12"DI SD12"DI SD 5 10 15 20 25 30 35 40 5 10 15 20 25 30 35 40 C14+40 C14+60 C14+80 C15+00 C15+20 C15+40 C15+60 C15+80 C16+00 C16+20 C16+40 C16+60 C16+80 C17+00 C17+20 C17+40 C17+60 C17+80 C18+00 C18+20 C18+40 C18+60 C18+80EXIST WSEXIST WEXIST GEXIST W(TO BE ABAN)EXIST 4"SD(TO BE ABAN)EXIST WSEXIST GEXIST FHEXIST UGP153 LF 18" PP SD @ SLP=0.71% 120 LF 18" PP SD @ SLP=0.66%130 LF 18" PP SD @ SLP=0.50% 48'' SDMH #19 IE(IN)18"(E)=22.90 IE(IN)12"(N)=26.96 IE(IN)12"(S)=29.43 IE(OUT)18"(W)=22.90 STA C14+50, 18' LT RIM=31.80 48'' SDMH #21 IE(IN)18"(E)=23.99 IE(IN)12"(N)=24.55 IE(IN)12"(SE)=30.10 IE(OUT)18"(W)=23.99 STA C16+03, 19' LT RIM=32.74 48'' SDMH #22 IE(IN)18"(E)=24.78 IE(IN)12"(S)=30.64 IE(IN)12"(N)=27.85 IE(OUT)18"(W)=24.78 STA C17+23, 18' LT RIM=33.01 48'' SDMH #23 IE(IN)18"(E)=25.43 IE(IN)12"(S)=30.70 IE(IN)12"(N)=28.19 IE(OUT)18"(W)=25.43 STA C18+53, 16' LT RIM=33.36PROP 18" SSIE=17.0WHITWORTHAVE SPLAN SCALE: 1"=20' 18-2251 SD-9 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 S 3RD ST STORM PLAN & PROFILE STA C14+40 TO STA C18+80 SEO BAW TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-SD.dwg SD-9 3/6/2020 8:29 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 SCALE: 1"=20' HORIZ, 1"=5' VERT PROFILE EXIST GR @ ROW CL S 3RD ST MATCHLINE STA C14+40SEE SHEET SD-8MATCHLINE STA C18+80SEE SHEET SD-10MATCHLINE STA C14+40SEE SHEET SD-8MATCHLINE STA C18+80SEE SHEET SD-10CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-5 PROTECT EXIST GAS & GAS SERVICES, PROVIDE SUPPORT DURING CONSTRUCTION PROTECT EXIST WATER UTILITY,PROVIDE SUPPORT DURING CONSTRUCTION FURNISH AND INSTALL CB AS SHOWN, SEE COR STD PLAN 200.00 FURNISH AND INSTALL SDMH AS SHOWN, SEE COR STD PLAN 201.00 CONSTRUCTION NOTES: 1 3 4 11 12 11 11 11 12 12 1 TYP 14 TYP 3 TYP 4 TYP 11 11 FOR CONTINUATION SEE SHEET SD-20 48IN SDMH #20, SEE SHT SD-20 11 12 3 CB #22, SEE SHT SD-20 CB #23, SEE SHT SD-20 11 12 335SHEET NOTES: 1. SURVEY CONTROL NUMBER (#), SEE SHEET G-5 FOR SURVEY CONTROL POINT INFORMATION. 2. THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND TAKEN FROM UTILITY LOCATE MARKINGS, RECORD DRAWINGS, AND/OR OTHER AVAILABLE MAPPING. EXACT LOCATIONS OF ALL EXISTING UTILITIES MUST BE DETERMINED BY THE CONTRACTOR PRIOR TO AND DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR POTHOLING AND VERIFYING THE LOCATION, DEPTH, SIZE, MATERIAL AND CONFIGURATION OF THE EXISTING UTILITIES. POTHOLING SHALL OCCUR FAR ENOUGH IN ADVANCE OF CONSTRUCTION TO ADJUST SD SYSTEM. NO COMPENSATION WILL BE PAID TO CONTRACTOR FOR REWORK AS A RESULT OF FAILURE TO VERIFY EXISTING UTILITIES. 3. FOR TYPICAL PAVEMENT RESTORATION, SEE RESTORATION SHEETS. 4. FOR ADDITIONAL STORM DRAIN NOTES, SEE SHEET G-4. 5. SEE SHEETS SD-40 TO SD-46 FOR LATERAL DRAINAGE PROFILES. 6. THE LOCATION OF DIRECT CONNECTIONS OF EXISTING STORM DRAIN LATERALS TO THE EXISTING STORM DRAIN PIPE SHOWN ARE BASED ON CCTV VIDEO AND ARE APPROXIMATE. FOR ALL SUCH DIRECT CONNECTIONS SHOWN AND FOR ALL SUCH DIRECT CONNECTIONS WHICH ARE NOT SHOWN BUT ENCOUNTERED DURING CONSTRUCTION, CONTRACTOR SHALL CONTACT CITY ENGINEER TO VERIFY IF THE EXISTING STORM DRAIN LATERAL IS ACTIVE. ADDITIONAL FITTING AND/OR STRUCTURE INSTALLATION TO RECONNECT THE EXISTING STORM DRAIN LATERAL (IF NEEDED) SHALL BE APPROVED BY THE ENGINEER. 7. NEW CATCH BASINS SHALL HAVE RECTANGULAR FRAME PER COR STD PLAN 204.00 AND RECTANGULAR VANED GRATE PER COR STD PLAN 204.20 UNLESS NOTED OTHERWISE ON THE PLANS AND PER THE FOLLOWING: - STORM ROUND FRAME AND COVER PER COR STD PLAN 204.50 WITH CONVERSION RISER PER COR STD PLAN 200.40. 8.NEW SDMH SHALL HAVE ROUND FRAME AND COVER PER COR STD PLAN 204.50 UNLESS NOTED OTHERWISE ON THE PLANS AND PER THE FOLLOWING: -RECTANGULAR FRAME PER COR STD PLAN 204.00 AND RECTANGULAR VANED GRATE PER COR STD PLAN 204.20. ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••3334 34 35 35 35 3636 363624" C900 SS8" SDR 35 SS24" C900 SS 12"DI WC19+00 C20+00 C21+00 C22+00 C23+00 STA C19+21, 14.3' LT FURNISH & INSTALL: 1-48'' SDMH #25 STA C19+18, 25.5' RT FURNISH & INSTALL: 1-48'' SDMH #26 STA C19+27, 37.3' RT FURNISH & INSTALL: 1-CB #31 STA C20+64, 20.7' RT FURNISH & INSTALL: 1-CB #33 STA C20+63, 15.5' LT FURNISH & INSTALL: 1-48'' SDMH #27 STA C20+63, 20.4' LT FURNISH & INSTALL: 1-CB #32 STA C21+97, 18.5' LT FURNISH & INSTALL: 1-48'' SDMH #28 STA C21+97, 11.5' RT FURNISH & INSTALL: 1-48'' SDMH #29 STA C22+38, 58.2' RT FURNISH & INSTALL: 1-CB #34 STA A19+58, 581.2' RT FURNISH & INSTALL: 1-CB #35 12" PP SD 12" C900 SD18" PP SD 12"DI SD12" PP SD12" PP SD12"DI SD12"DI SD 8 "D I SD 12"DI SD 5 10 15 20 25 30 35 40 5 10 15 20 25 30 35 40 C18+80 C19+00 C19+20 C19+40 C19+60 C19+80 C20+00 C20+20 C20+40 C20+60 C20+80 C21+00 C21+20 C21+40 C21+60 C21+80 C22+00 C22+20 C22+40 C22+60 C22+80EXIST UGP/COM DUCTEXIST WSEXIST WSEXIST GSEXIST GEXIST WPROP 8"SSIE=23.7EXIST SDIE=30.2142 LF 12" PP SD @ S L P = 2 . 0 3 % 134 LF 12" PP SD @ S L P = 2 . 4 1 % 48'' SDMH #25 IE(IN)12"(E)=26.28 IE(IN)12"(N)=26.28 IE(IN)12"(S)=26.28 IE(OUT)18"(W)=25.78 STA C19+21, 14' LT RIM=33.75 48'' SDMH #27 IE(IN)12"(E)=29.16 IE(IN)12"(S)=31.91 IE(IN)12"(N)=31.00 IE(OUT)12"(W)=29.16 STA C20+63, 15' LT RIM=34.69 48'' SDMH #28 IE(IN)12"(S)=33.11 IE(OUT)12"(W)=32.38 STA C21+97, 19' LT RIM=35.3869 LF 18" PP SD @ SLP=0.51%EXIST GPLAN SCALE: 1"=20' 18-2251 SD-10 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 S 3RD ST STORM PLAN & PROFILE STA C18+80 TO STA C22+80 SEO BAW TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-SD.dwg SD-10 3/6/2020 8:29 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 SCALE: 1"=20' HORIZ, 1"=5' VERT PROFILE EXIST GR @ ROW CLMATCHLINE STA C18+80SEE SHEET SD-9MATCHLINE STA C18+80SEE SHEET SD-9S 3RD ST CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-5 WHERE FEASIBLE, AT UTILITY CROSSINGS, MAINTAIN MIN VERTICAL SEPARATION OF 12" FROM ALL OTHER UTILITIES, MEASURED WALL-TO-WALL PROTECT EXIST GAS & GAS SERVICES, PROVIDE SUPPORT DURING CONSTRUCTION PROTECT EXIST WATER UTILITY, PROVIDE SUPPORT DURING CONSTRUCTION PROTECT EXIST UNDERGROUND POWER & TELECOMMUNICATION, PROVIDE SUPPORT DURING CONSTRUCTION FURNISH AND INSTALL CB AS SHOWN, SEE COR STD PLAN 200.00 FURNISH AND INSTALL SDMH AS SHOWN, SEE COR STD PLAN 201.00 CONNECT EXIST STORM DRAIN PIPE TO NEW STRUCTURE, SEE DET 2 SHT SS-42 CONSTRUCTION NOTES: 1 2 3 4 7 11 12 15 11 1212 1 TYP 2 TYP 4 TYP 11 11 CB #30 SEE SHT SD-21 12 12 7 TYP 3TYP 11 SMITHERSAVE SMORRIS AVE SFOR CONTINUATION SEE SHEET SD-21 CB #29, SEE SHT SD-21 48IN SDMH #24 SEE SHT SD-21 11 312 15 15 68SHEET NOTES: 1. SURVEY CONTROL NUMBER (#), SEE SHEET G-5 FOR SURVEY CONTROL POINT INFORMATION. 2. THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND TAKEN FROM UTILITY LOCATE MARKINGS, RECORD DRAWINGS, AND/OR OTHER AVAILABLE MAPPING. EXACT LOCATIONS OF ALL EXISTING UTILITIES MUST BE DETERMINED BY THE CONTRACTOR PRIOR TO AND DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR POTHOLING AND VERIFYING THE LOCATION, DEPTH, SIZE, MATERIAL AND CONFIGURATION OF THE EXISTING UTILITIES. POTHOLING SHALL OCCUR FAR ENOUGH IN ADVANCE OF CONSTRUCTION TO ADJUST SD SYSTEM. NO COMPENSATION WILL BE PAID TO CONTRACTOR FOR REWORK AS A RESULT OF FAILURE TO VERIFY EXISTING UTILITIES. 3. FOR TYPICAL PAVEMENT RESTORATION, SEE RESTORATION SHEETS. 4. FOR ADDITIONAL STORM DRAIN NOTES, SEE SHEET G-4. 5. SEE SHEETS SD-40 TO SD-46 FOR LATERAL DRAINAGE PROFILES. 6. THE LOCATION OF DIRECT CONNECTIONS OF EXISTING STORM DRAIN LATERALS TO THE EXISTING STORM DRAIN PIPE SHOWN ARE BASED ON CCTV VIDEO AND ARE APPROXIMATE. FOR ALL SUCH DIRECT CONNECTIONS SHOWN AND FOR ALL SUCH DIRECT CONNECTIONS WHICH ARE NOT SHOWN BUT ENCOUNTERED DURING CONSTRUCTION, CONTRACTOR SHALL CONTACT CITY ENGINEER TO VERIFY IF THE EXISTING STORM DRAIN LATERAL IS ACTIVE. ADDITIONAL FITTING AND/OR STRUCTURE INSTALLATION TO RECONNECT THE EXISTING STORM DRAIN LATERAL (IF NEEDED) SHALL BE APPROVED BY THE ENGINEER. 7. NEW CATCH BASINS SHALL HAVE RECTANGULAR FRAME PER COR STD PLAN 204.00 AND RECTANGULAR VANED GRATE PER COR STD PLAN 204.20 UNLESS NOTED OTHERWISE ON THE PLANS AND PER THE FOLLOWING: - STORM ROUND FRAME AND COVER PER COR STD PLAN 204.50 WITH CONVERSION RISER PER COR STD PLAN 200.40. 8.NEW SDMH SHALL HAVE ROUND FRAME AND COVER PER COR STD PLAN 204.50 UNLESS NOTED OTHERWISE ON THE PLANS AND PER THE FOLLOWING: -RECTANGULAR FRAME PER COR STD PLAN 204.00 AND RECTANGULAR VANED GRATE PER COR STD PLAN 204.20. ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••323333323232 32 32 32 31 3 2 CRPL#2 51.5" STLCRPL#1 66" STLCRPL#3 66" STLCRPL#1 66" STLCRPL#2 51.5" STL•••••••••••••••••••••••••8" SDR 35 SS8" SDR 35 SS F1+00 F2+00 F3+00 F4+00 F5+00 12"DI W12"DI W12"DI WF1+00 F2+00 F3+00 F4+00 F5+00 STA F2+52, 16.9' RT FURNISH & INSTALL: 1-48'' SDMH #30 STA F2+52, 21.0' RT FURNISH & INSTALL: 1-CB #37 STA F3+86, 21.3' RT FURNISH & INSTALL: 1-CB #39 STA F3+86, 16.3' RT FURNISH & INSTALL: 1-48'' SDMH #31 STA F3+85, 21.5' LT FURNISH & INSTALL: 1-48'' SDMH #50 W/RECTANGULAR FRAME & VANED GRATE STA F4+47, 16.0' RT FURNISH & INSTALL: 1-48'' SDMH #32 STA F4+47, 22.3' LT FURNISH & INSTALL: 1-48'' SDMH #51 W/RECTANGULAR FRAME & VANED GRATE 18" PP SD15" PP SD18" PP SD 18" PP SD12" C900 SD12"PP SD12"PP SD12"PP SDSTA F2+50, 21.4' LT FURNISH & INSTALL: 1-48'' SDMH #49 W/RECTANGULAR FRAME & VANED GRATE (EXIST)SS IE (THROUGH) SS IE (THROUGH) 10 15 20 25 30 35 40 10 15 20 25 30 35 40 F1+00 F1+20 F1+40 F1+60 F1+80 F2+00 F2+20 F2+40 F2+60 F2+80 F3+00 F3+20 F3+40 F3+60 F3+80 F4+00 F4+20 F4+40 F4+60 F4+80 F5+00 F5+20 F5+40 F5+60EXIST T (2)PROP 4"WEXIST UGPEXIST TEXIST SDMH #68466 IE(IN)12"(N)=22.90 IE(OUT)18"(S)=22.90 IE(OUT)12"(E)=24.00 IE(OUT)12"(W)=24.00 STA F2+32, 17' RT RIM=31.46 48'' SDMH #30 IE(IN)18"(N)=22.84 IE(IN)12"(W)=27.70 IE(IN)12"(E)=24.11 IE(OUT)18"(S)=22.84 STA F2+52, 17' RT RIM=31.14 48'' SDMH #31 IE(IN)18"(N)=22.39 IE(IN)12"(E)=24.25 IE(IN)12"(W)=26.30 IE(OUT)18"(S)=22.39 STA F3+86, 16' RT RIM=31.62 48'' SDMH #32 IE(IN)18"(N)=22.18 IE(IN)12"(W)=23.20 IE(IN)12"(E)=24.51 IE(OUT)18"(S)=22.18 STA F4+47, 16' RT RIM=31.84 134 LF 18" PP SD @ SLP=0.34%61 LF 18" PP SD @ SLP=0.34% 20 LF 18" PP SD @ SLP=0.30% 141 LF 18" PP SD @ SLP=0.33% PLAN SCALE: 1"=20' 18-2251 SD-15 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 SHATTUCK AVE S STORM PLAN & PROFILE STA F0+00 TO STA F5+60 SEO BAW TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-SD.dwg SD-15 3/6/2020 8:29 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 SCALE: 1"=20' HORIZ, 1"=5' VERT PROFILE EXIST GR @ ROW CLS 2ND STMATCHLINE STA F5+60SEE SHEET SD-16SHATTUCK AVE S MATCHLINE STA F5+60SEE SHEET SD-16CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-5 WHERE FEASIBLE, AT UTILITY CROSSINGS, MAINTAIN MIN VERTICAL SEPARATION OF 12" FROM ALL OTHER UTILITIES, MEASURED WALL-TO-WALL PROTECT EXIST WATER UTILITY, PROVIDE SUPPORT DURING CONSTRUCTION FURNISH AND INSTALL CB AS SHOWN, SEE COR STD PLAN 200.00 FURNISH AND INSTALL SDMH AS SHOWN, SEE COR STD PLAN 201.00 CONNECT PIPE TO EXIST DRAINAGE STRUCTURE, SEE DET 1 SHT SS-42 CONNECT EXIST STORM DRAIN PIPE TO NEW STRUCTURE, SEE DET 2 SHT SS-42 PRIOR TO CONSTRUCTION, CONTRACTOR SHALL CONTACT CITY ENGINEER TO VERIFY IF THE EXISTING STORM DRAIN LATERAL IS ACTIVE. IF STORM DRAIN LATERAL IS ACTIVE, RECONNECT EXISTING PIPE TO NEW STORM DRAIN PIPE WITH NYLOPLAST FITTING OR APPROVED EQUAL, PER THE SPECIFICATIONS. CONSTRUCTION NOTES: 1 2 4 11 12 13 15 1 TYP 2 TYP 4 TYP FOR CONTINUATION SEE SHEET SD-3 12 12 11 12 11 12 13 CB #1, SEE SHT SD-3 SDMH #1, SEE SHT SD-3 CB #2, SEE SHT SD-3 SDMH #2, SEE SHT SD-3 15 15TYP OF 2 12 15 535554SHEET NOTES: 1. SURVEY CONTROL NUMBER (#), SEE SHEET G-5 FOR SURVEY CONTROL POINT INFORMATION. 2. THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND TAKEN FROM UTILITY LOCATE MARKINGS, RECORD DRAWINGS, AND/OR OTHER AVAILABLE MAPPING. EXACT LOCATIONS OF ALL EXISTING UTILITIES MUST BE DETERMINED BY THE CONTRACTOR PRIOR TO AND DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR POTHOLING AND VERIFYING THE LOCATION, DEPTH, SIZE, MATERIAL AND CONFIGURATION OF THE EXISTING UTILITIES. POTHOLING SHALL OCCUR FAR ENOUGH IN ADVANCE OF CONSTRUCTION TO ADJUST SD SYSTEM. NO COMPENSATION WILL BE PAID TO CONTRACTOR FOR REWORK AS A RESULT OF FAILURE TO VERIFY EXISTING UTILITIES. 3. FOR TYPICAL PAVEMENT RESTORATION, SEE RESTORATION SHEETS. 4. FOR ADDITIONAL STORM DRAIN NOTES, SEE SHEET G-4. 5. SEE SHEETS SD-40 TO SD-46 FOR LATERAL DRAINAGE PROFILES. 6. THE LOCATION OF DIRECT CONNECTIONS OF EXISTING STORM DRAIN LATERALS TO THE EXISTING STORM DRAIN PIPE SHOWN ARE BASED ON CCTV VIDEO AND ARE APPROXIMATE. FOR ALL SUCH DIRECT CONNECTIONS SHOWN AND FOR ALL SUCH DIRECT CONNECTIONS WHICH ARE NOT SHOWN BUT ENCOUNTERED DURING CONSTRUCTION, CONTRACTOR SHALL CONTACT CITY ENGINEER TO VERIFY IF THE EXISTING STORM DRAIN LATERAL IS ACTIVE. ADDITIONAL FITTING AND/OR STRUCTURE INSTALLATION TO RECONNECT THE EXISTING STORM DRAIN LATERAL (IF NEEDED) SHALL BE APPROVED BY THE ENGINEER. 7. NEW CATCH BASINS SHALL HAVE RECTANGULAR FRAME PER COR STD PLAN 204.00 AND RECTANGULAR VANED GRATE PER COR STD PLAN 204.20 UNLESS NOTED OTHERWISE ON THE PLANS AND PER THE FOLLOWING: - STORM ROUND FRAME AND COVER PER COR STD PLAN 204.50 WITH CONVERSION RISER PER COR STD PLAN 200.40. 8.NEW SDMH SHALL HAVE ROUND FRAME AND COVER PER COR STD PLAN 204.50 UNLESS NOTED OTHERWISE ON THE PLANS AND PER THE FOLLOWING: -RECTANGULAR FRAME PER COR STD PLAN 204.00 AND RECTANGULAR VANED GRATE PER COR STD PLAN 204.20. 16 16 16 AT&T CRITICAL FIBER OPTIC, PROTECT IN PLACE PER 1-07.17 AT&T CRITICAL FIBER OPTIC, PROTECT IN PLACE PER 1-07.17 12 •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••313131 31 ••••••••••••••••••••••••••••••••••••••••••••••••••••21" SDR 35 SS8" SDR 35 SSF6+00 F7+00 F8+00 F9+00 F10+00 12"DI W F6+00 F7+00 F8+00 F9+00 F10+00 STA F5+86, 21.2' RT FURNISH & INSTALL: 1-CB #17 STA F5+99, 10.7' RT FURNISH & INSTALL: 1-48'' SDMH #15 STA F5+88, 17.1' RT FURNISH & INSTALL: 1-48'' SDMH #14 STA F7+73, 21.3' LT FURNISH & INSTALL: 1-48" SDMH #56 W/ RECTANGULAR FRAME & VANED GRATE STA F7+67, 13.6' RT FURNISH & INSTALL: 1-48'' SDMH #33 STA F7+66, 21.0' RT FURNISH & INSTALL: 1-CB #42 STA F8+98, 18.8' LT FURNISH & INSTALL: 1-48'' SDMH #52 W/RECTANGULAR FRAME & VANED GRATE STA F9+24, 13.7' RT FURNISH & INSTALL: 1-48'' SDMH #34 STA F8+96, 23.4' RT FURNISH & INSTALL: 1-CB #44 STA F9+60, 28.0' RT FURNISH & INSTALL: 1-CB #46 STA F10+01, 18.1' LT FURNISH & INSTALL: 1-48'' SDMH #53 W/RECTANGULAR FRAME & VANED GRATE STA F10+01, 13.6' RT FURNISH & INSTALL: 1-48'' SDMH #35 STA F10+80, 18.2' LT FURNISH & INSTALL: 1-48'' SDMH #54 W/RECTANGULAR FRAME & VANED GRATE 18" PP SD 24" PP SD18" PP SD24" PP SD 24" PP SD12"PP SD12"PP SD12" D I S D 12"DI S D 12 " P P SD 5 10 15 20 25 30 35 40 5 10 15 20 25 30 35 40 F5+60 F5+80 F6+00 F6+20 F6+40 F6+60 F6+80 F7+00 F7+20 F7+40 F7+60 F7+80 F8+00 F8+20 F8+40 F8+60 F8+80 F9+00 F9+20 F9+40 F9+60 F9+80 F10+00 F10+20 F10+40EXIST 12"WEXIST 12"SDIE=25.6EXIST UGPEXIST UGPEXIST TEXIST 16"WEXIST UGP/COMM DUCTEXIST WSEXIST GEXIST COMPROP 21" SSIE=18.8EXIST 12"SD(TO BE ABAN)EXIST T63 LF 18" PP SD @ SLP=0.33% 48'' SDMH #14 IE(IN)18"(N)=21.72 IE(IN)12"(S)=21.72 IE(IN)12"(NW)=26.80 IE(OUT)18"(SE)=21.72 STA F5+88, 17' RT RIM=31.04 48'' SDMH #15 IE(IN)18"(NW)=21.69 IE(OUT)18"(S)=21.69 STA F5+99, 11' RT RIM=31.26 48'' SDMH #16 SEE SHT SD-8 105 LF 24" PP SD @ SLP=0.38% 48'' SDMH #33 IE(IN)24"(N)=20.63 IE(IN)12"(W)=25.14 IE(IN)12"(E)=23.62 IE(OUT)24"(S)=20.63 STA F7+67, 14' RT RIM=30.69 48'' SDMH #34 IE(IN)24"(N)=20.10 IE(IN)12"(N)=24.40 IE(IN)12"(E)=23.50 IE(IN)12"(NE)=24.09 IE(IN)12"(SW)=26.84 IE(OUT)24"(S)=20.10 STA F9+24, 14' RT RIM=30.81 157 LF 24" PP SD @ SLP=0.34% 13 LF 18" PP SD @ SLP=0.23% 48'' SDMH #35 IE(IN)24"(N)=19.84 IE(IN)12"(E)=20.24 IE(OUT)24"(S)=19.84 STA F10+01, 14' RT RIM=30.26 77 LF 24" PP SD @ SLP=0.34% ±(EXIST)EXIST UGPEXIST SS (TO BE ABAN)IE=23.0EXIST 4"GPLAN SCALE: 1"=20' 18-2251 SD-16 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 SHATTUCK AVE S STORM PLAN & PROFILE STA F5+60 TO STA F10+40 SEO BAW TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-SD.dwg SD-16 3/6/2020 8:29 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 SCALE: 1"=20' HORIZ, 1"=5' VERT PROFILES 3RD STMATCHLINE STA F10+40SEE SHEET SD-17SHATTUCK AVE S MATCHLINE STA F5+60SEE SHEET SD-15MATCHLINE STA F5+60SEE SHEET SD-15MATCHLINE STA F10+40SEE SHEET SD-17EXIST GR @ ROW CL CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-5 WHERE FEASIBLE, AT UTILITY CROSSINGS, MAINTAIN MIN VERTICAL SEPARATION OF 12" FROM ALL OTHER UTILITIES, MEASURED WALL-TO-WALL. PROTECT EXIST GAS & GAS SERVICES, PROVIDE SUPPORT DURING CONSTRUCTION PROTECT EXIST UNDERGROUND POWER & TELECOMMUNICATION, PROVIDE SUPPORT DURING CONSTRUCTION FURNISH AND INSTALL CB AS SHOWN, SEE COR STD PLAN 200.00 FURNISH AND INSTALL SDMH AS SHOWN, SEE COR STD PLAN 201.00 CONNECT PIPE TO EXIST DRAINAGE STRUCTURE, SEE DET 1 SHT SS-42 CONNECT EXIST STORM DRAIN PIPE TO NEW STRUCTURE, SEE DET 2 SHT SS-42 PRIOR TO CONSTRUCTION, CONTRACTOR SHALL CONTACT CITY ENGINEER TO VERIFY IF THE EXISTING STORM DRAIN LATERAL IS ACTIVE. IF STORM DRAIN LATERAL IS ACTIVE, RECONNECT EXISTING PIPE TO NEW STORM DRAIN PIPE WITH NYLOPLAST FITTING OR APPROVED EQUAL, PER THE SPECIFICATIONS. CONSTRUCTION NOTES: 1 2 3 7 11 12 13 12 12 10 15 1 TYP 15 11 11 12 12 12 12 3 TYP 7 TYP13 2 SDMH #16, SEE SHT SD-8 S 3RD PLFOR CONTINUATION SEE SHEET SD-8 15 11 11 15 12 11 CB #19, SEE SHT SD-8 CB #18, SEE SHT SD-8 13 15 5657109SHEET NOTES: 1. SURVEY CONTROL NUMBER (#), SEE SHEET G-5 FOR SURVEY CONTROL POINT INFORMATION. 2. THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND TAKEN FROM UTILITY LOCATE MARKINGS, RECORD DRAWINGS, AND/OR OTHER AVAILABLE MAPPING. EXACT LOCATIONS OF ALL EXISTING UTILITIES MUST BE DETERMINED BY THE CONTRACTOR PRIOR TO AND DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR POTHOLING AND VERIFYING THE LOCATION, DEPTH, SIZE, MATERIAL AND CONFIGURATION OF THE EXISTING UTILITIES. POTHOLING SHALL OCCUR FAR ENOUGH IN ADVANCE OF CONSTRUCTION TO ADJUST SD SYSTEM. NO COMPENSATION WILL BE PAID TO CONTRACTOR FOR REWORK AS A RESULT OF FAILURE TO VERIFY EXISTING UTILITIES. 3. FOR TYPICAL PAVEMENT RESTORATION, SEE RESTORATION SHEETS. 4. FOR ADDITIONAL STORM DRAIN NOTES, SEE SHEET G-4. 5. SEE SHEETS SD-40 TO SD-46 FOR LATERAL DRAINAGE PROFILES. 6. THE LOCATION OF DIRECT CONNECTIONS OF EXISTING STORM DRAIN LATERALS TO THE EXISTING STORM DRAIN PIPE SHOWN ARE BASED ON CCTV VIDEO AND ARE APPROXIMATE. FOR ALL SUCH DIRECT CONNECTIONS SHOWN AND FOR ALL SUCH DIRECT CONNECTIONS WHICH ARE NOT SHOWN BUT ENCOUNTERED DURING CONSTRUCTION, CONTRACTOR SHALL CONTACT CITY ENGINEER TO VERIFY IF THE EXISTING STORM DRAIN LATERAL IS ACTIVE. ADDITIONAL FITTING AND/OR STRUCTURE INSTALLATION TO RECONNECT THE EXISTING STORM DRAIN LATERAL (IF NEEDED) SHALL BE APPROVED BY THE ENGINEER. 7. NEW CATCH BASINS SHALL HAVE RECTANGULAR FRAME PER COR STD PLAN 204.00 AND RECTANGULAR VANED GRATE PER COR STD PLAN 204.20 UNLESS NOTED OTHERWISE ON THE PLANS AND PER THE FOLLOWING: - STORM ROUND FRAME AND COVER PER COR STD PLAN 204.50 WITH CONVERSION RISER PER COR STD PLAN 200.40. 8.NEW SDMH SHALL HAVE ROUND FRAME AND COVER PER COR STD PLAN 204.50 UNLESS NOTED OTHERWISE ON THE PLANS AND PER THE FOLLOWING: -RECTANGULAR FRAME PER COR STD PLAN 204.00 AND RECTANGULAR VANED GRATE PER COR STD PLAN 204.20. 16 16 12 AT&T CRITICAL FIBER OPTIC, PROTECT IN PLACE PER 1-07.17 AT&T CRITICAL FIBER OPTIC, PROTECT IN PLACE PER 1-07.17 AT&T CRITICAL FIBER OPTIC, PROTECT IN PLACE PER 1-07.17 16 16 •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• 30 30 3030 29 29 29 •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• •••••••••••••••••••••••••••••••••••••••••••• •••••••••••••••••••••••••••••••••••••••••••• F11+00 F12+00 F13+00 F14+00 F15+00F11+00 F12+00 F13+00 F14+00 F15+00 STA F10+01, 13.6' RT FURNISH & INSTALL: 1-48'' SDMH #35 STA F10+80, 13.6' RT FURNISH & INSTALL: 1-48'' SDMH #36 STA F10+80, 21.5' RT FURNISH & INSTALL: 1-CB #49 STA F10+80, 18.2' LT FURNISH & INSTALL: 1-48'' SDMH #54 W/RECTANGULAR FRAME & VANED GRATE STA F12+04, 21.5' RT FURNISH & INSTALL: 1-CB #51 STA F12+04, 17.4' RT FURNISH & INSTALL: 1-54'' SDMH #38 STA F12+37, 27.1' LT FURNISH & INSTALL: 1-CB #52 STA F12+15, 17.3' RT FURNISH & INSTALL: 1-60'' SDMH #39 STA F13+65, 21.9' RT FURNISH & INSTALL: 1-CB #54 STA F13+65, 13.9' RT FURNISH & INSTALL: 1-60'' SDMH #40 STA F13+65, 21.1' LT FURNISH & INSTALL: 1-48'' SDMH #55 W/RECTANGULAR FRAME & VANED GRATE STA F11+85, 27.5' LT FURNISH & INSTALL: 1-CB #50 STA F12+03, 26.3' LT FURNISH & INSTALL: 1-48'' SDMH #37 36" PP SD24" PP SD24" PP SD 12"PP SD24"PP SD12"PP SD12"DI SD 36"PP SD 12"PP SD5 10 15 20 25 30 35 40 5 10 15 20 25 30 35 40 F10+40 F10+60 F10+80 F11+00 F11+20 F11+40 F11+60 F11+80 F12+00 F12+20 F12+40 F12+60 F12+80 F13+00 F13+20 F13+40 F13+60 F13+80 F14+00 F14+20 F14+40 F14+60 F14+80 F15+00EXIST GSEXIST WSEXIST UGPEXIST UGP124 LF 24" PP SD @ SLP=0.34%150 LF 36" PP SD @ SLP=0.23% 11 LF 24" PP SD @ SLP=0.19% 48'' SDMH #36 IE(IN)24"(N)=19.57 IE(IN)12"(E)=20.09 IE(IN)12"(W)=24.45 IE(OUT)24"(S)=19.57 STA F10+80, 14' RT RIM=30.10 146 LF 36" PP SD @ SLP=0.25% 60'' SDMH #40 IE(IN)36"(N)=18.78 IE(IN)12"(W)=23.60 IE(IN)12"(E)=21.65 IE(OUT)36"(S)=18.78 STA F13+65, 14' RT RIM=29.55 60'' SDMH #39 IE(IN)24"(N)=19.13 IE(IN)6"(W)=22.40 IE(OUT)36"(S)=19.13 STA F12+15, 17' RT RIM=29.71 ±(EXIST) 79 LF 24" PP SD @ SLP=0.34% 54'' SDMH #38 IE(IN)24"(N)=19.15 IE(IN)12"(E)=19.48 IE(IN)12"(W)=24.27 IE(IN)18"(N)=22.00 IE(OUT)24"(S)=19.15 STA F12+04, 17' RT RIM=29.71 (EXIST) PLAN SCALE: 1"=20' 18-2251 SD-17 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 SHATTUCK AVE S STORM PLAN & PROFILE STA F10+40 TO STA F15+00 SEO BAW TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-SD.dwg SD-17 3/6/2020 8:29 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 SCALE: 1"=20' HORIZ, 1"=5' VERT PROFILE EXIST GR @ ROW CLS 4TH STMATCHLINE STA F15+00SEE SHEET SD-18SHATTUCK AVE S MATCHLINE STA F10+40SEE SHEET SD-16MATCHLINE STA F15+00SEE SHEET SD-18MATCHLINE STA F10+40SEE SHEET SD-16CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-5 PROTECT EXIST GAS & GAS SERVICES, PROVIDE SUPPORT DURING CONSTRUCTION PROTECT EXIST WATER UTILITY, PROVIDE SUPPORT DURING CONSTRUCTION FURNISH AND INSTALL CB AS SHOWN, SEE COR STD PLAN 200.00 FURNISH AND INSTALL SDMH AS SHOWN, SEE COR STD PLAN 201.00 CONNECT EXIST STORM DRAIN PIPE TO NEW STRUCTURE, SEE DET 2 SHT SS-42 PRIOR TO CONSTRUCTION, CONTRACTOR SHALL CONTACT CITY ENGINEER TO VERIFY IF THE EXISTING STORM DRAIN LATERAL IS ACTIVE. IF STORM DRAIN LATERAL IS ACTIVE, RECONNECT EXISTING PIPE TO NEW STORM DRAIN PIPE WITH NYLOPLAST FITTING OR APPROVED EQUAL, PER THE SPECIFICATIONS. CONSTRUCTION NOTES: 1 3 4 11 12 15 12 11 12 12 12 12 11 11 12 4 3 1 15 TYP TYP TYP 11 11 12 15 15 15 12SHEET NOTES: 1. SURVEY CONTROL NUMBER (#), SEE SHEET G-5 FOR SURVEY CONTROL POINT INFORMATION. 2. THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND TAKEN FROM UTILITY LOCATE MARKINGS, RECORD DRAWINGS, AND/OR OTHER AVAILABLE MAPPING. EXACT LOCATIONS OF ALL EXISTING UTILITIES MUST BE DETERMINED BY THE CONTRACTOR PRIOR TO AND DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR POTHOLING AND VERIFYING THE LOCATION, DEPTH, SIZE, MATERIAL AND CONFIGURATION OF THE EXISTING UTILITIES. POTHOLING SHALL OCCUR FAR ENOUGH IN ADVANCE OF CONSTRUCTION TO ADJUST SD SYSTEM. NO COMPENSATION WILL BE PAID TO CONTRACTOR FOR REWORK AS A RESULT OF FAILURE TO VERIFY EXISTING UTILITIES. 3. FOR TYPICAL PAVEMENT RESTORATION, SEE RESTORATION SHEETS. 4. FOR ADDITIONAL STORM DRAIN NOTES, SEE SHEET G-4. 5. SEE SHEETS SD-40 TO SD-46 FOR LATERAL DRAINAGE PROFILES. 6. THE LOCATION OF DIRECT CONNECTIONS OF EXISTING STORM DRAIN LATERALS TO THE EXISTING STORM DRAIN PIPE SHOWN ARE BASED ON CCTV VIDEO AND ARE APPROXIMATE. FOR ALL SUCH DIRECT CONNECTIONS SHOWN AND FOR ALL SUCH DIRECT CONNECTIONS WHICH ARE NOT SHOWN BUT ENCOUNTERED DURING CONSTRUCTION, CONTRACTOR SHALL CONTACT CITY ENGINEER TO VERIFY IF THE EXISTING STORM DRAIN LATERAL IS ACTIVE. ADDITIONAL FITTING AND/OR STRUCTURE INSTALLATION TO RECONNECT THE EXISTING STORM DRAIN LATERAL (IF NEEDED) SHALL BE APPROVED BY THE ENGINEER. 7. NEW CATCH BASINS SHALL HAVE RECTANGULAR FRAME PER COR STD PLAN 204.00 AND RECTANGULAR VANED GRATE PER COR STD PLAN 204.20 UNLESS NOTED OTHERWISE ON THE PLANS AND PER THE FOLLOWING: - STORM ROUND FRAME AND COVER PER COR STD PLAN 204.50 WITH CONVERSION RISER PER COR STD PLAN 200.40. 8.NEW SDMH SHALL HAVE ROUND FRAME AND COVER PER COR STD PLAN 204.50 UNLESS NOTED OTHERWISE ON THE PLANS AND PER THE FOLLOWING: -RECTANGULAR FRAME PER COR STD PLAN 204.00 AND RECTANGULAR VANED GRATE PER COR STD PLAN 204.20. 16 CONTRACTOR SHALL VERIFY EXISTING SD ELEVATION PRIOR TO CONSTRUCTION. FINAL DEPTH OF SDMH #37 SHALL BE PER DIRECTION OF CITY ENGINEER AT&T CRITICAL FIBER OPTIC, PROTECT IN PLACE PER 1-07.17 AT&T CRITICAL FIBER OPTIC, PROTECT IN PLACE PER 1-07.17 16 16 1616 48'' ••••••••••••••••••••••••••••••••••••••• 29 28 28 2 8 •••••••••••••••••••••••••••••••••••••••••••••••••• • • •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• F15+00 F16+00 F16+80F15+00 F16+00 F16+80 STA F15+11, 21.5' RT FURNISH & INSTALL: 1-CB #56 STA F15+11, 13.2' RT FURNISH & INSTALL: 1-60'' SDMH #41 STA F15+11, 20.5' LT FURNISH & INSTALL: 1-CB #55 STA F15+48, 13.1' RT FURNISH & INSTALL: 1-60'' SDMH #42 STA F16+26, 15.8' RT FURNISH & INSTALL: 1-60'' SDMH #43 36" PP SD36" PP SD 36" PP SD8"PP SD0 5 10 15 20 25 30 35 0 5 10 15 20 25 30 35 F15+00 F15+20 F15+40 F15+60 F15+80 F16+00 F16+20 F16+40 F16+60 F16+80 F17+00EXIST UGPEXIST TEXIST T79 LF 36" PP SD @ SLP=0.23% 60'' SDMH #42 IE(IN)12"(E)=20.80 IE(IN)36"(N)=18.36 IE(OUT)36"(S)=18.36 STA F15+48, 13' RT RIM=28.69 60'' SDMH #43 IE(IN)36"(N)=18.18 IE(OUT)36"(S)=18.18 IE(OUT)12"(W)=23.00 STA F16+26, 16' RT RIM=27.9860'' SDMH #41 IE(IN)36"(N)=18.41 IE(IN)12"(W)=22.91 IE(IN)8"(E)=26.18 IE(OUT)36"(S)=18.41 STA F15+11, 13' RT RIM=28.93 30 LF 36" PP SD @ SLP=1.74% EXIST SDMH #28665 IE(IN)36"(N)=17.66 IE(IN)12"(E)=25.32 IE(OUT)12"(W)=24.00 IE(OUT)48"(S)=17.59 STA F16+56, 15' RT RIM=28.09 (EXIST) (EXIST) (EXIST) 36 LF 36" PP SD @ SLP=0.14% PLAN SCALE: 1"=20' 18-2251 SD-18 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 SHATTUCK AVE S STORM PLAN & PROFILE STA F14+40 TO STA F16+00 SEO BAW TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-SD.dwg SD-18 3/6/2020 8:29 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 SCALE: 1"=20' HORIZ, 1"=5' VERT PROFILE EXIST GR @ ROW CL SHATTUCK AVE S MATCHLINE STA F15+00SEE SHEET SD-17MATCHLINE STA F15+00SEE SHEET SD-17CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-5 FURNISH AND INSTALL CB AS SHOWN, SEE COR STD PLAN 200.00 FURNISH AND INSTALL SDMH AS SHOWN, SEE COR STD PLAN 201.00 CONNECT PIPE TO EXIST DRAINAGE STRUCTURE, SEE DET 1 SHT SS-42 CONNECT EXIST STORM DRAIN PIPE TO NEW STRUCTURE, SEE DET 2 SHT SS-42 CONSTRUCTION NOTES: 1 11 12 13 12 1 TYP 13 S 4TH PL12 11 11 15 15 15 12 INVERT ELEVATIONS OF PIPE IN SDMH 28665 IS BASED ON AVAILABLE RECORD DRAWING DATA, CONTRACTOR SHALL CONFIRM INVERT ELEVATIONS PRIOR TO CONSTRUCTION 13SHEET NOTES: 1. SURVEY CONTROL NUMBER (#), SEE SHEET G-5 FOR SURVEY CONTROL POINT INFORMATION. 2. THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND TAKEN FROM UTILITY LOCATE MARKINGS, RECORD DRAWINGS, AND/OR OTHER AVAILABLE MAPPING. EXACT LOCATIONS OF ALL EXISTING UTILITIES MUST BE DETERMINED BY THE CONTRACTOR PRIOR TO AND DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR POTHOLING AND VERIFYING THE LOCATION, DEPTH, SIZE, MATERIAL AND CONFIGURATION OF THE EXISTING UTILITIES. POTHOLING SHALL OCCUR FAR ENOUGH IN ADVANCE OF CONSTRUCTION TO ADJUST SD SYSTEM. NO COMPENSATION WILL BE PAID TO CONTRACTOR FOR REWORK AS A RESULT OF FAILURE TO VERIFY EXISTING UTILITIES. 3. FOR TYPICAL PAVEMENT RESTORATION, SEE RESTORATION SHEETS. 4. FOR ADDITIONAL STORM DRAIN NOTES, SEE SHEET G-4. 5. SEE SHEETS SD-40 TO SD-46 FOR LATERAL DRAINAGE PROFILES. 6. THE LOCATION OF DIRECT CONNECTIONS OF EXISTING STORM DRAIN LATERALS TO THE EXISTING STORM DRAIN PIPE SHOWN ARE BASED ON CCTV VIDEO AND ARE APPROXIMATE. FOR ALL SUCH DIRECT CONNECTIONS SHOWN AND FOR ALL SUCH DIRECT CONNECTIONS WHICH ARE NOT SHOWN BUT ENCOUNTERED DURING CONSTRUCTION, CONTRACTOR SHALL CONTACT CITY ENGINEER TO VERIFY IF THE EXISTING STORM DRAIN LATERAL IS ACTIVE. ADDITIONAL FITTING AND/OR STRUCTURE INSTALLATION TO RECONNECT THE EXISTING STORM DRAIN LATERAL (IF NEEDED) SHALL BE APPROVED BY THE ENGINEER. 7. NEW CATCH BASINS SHALL HAVE RECTANGULAR FRAME PER COR STD PLAN 204.00 AND RECTANGULAR VANED GRATE PER COR STD PLAN 204.20 UNLESS NOTED OTHERWISE ON THE PLANS AND PER THE FOLLOWING: - STORM ROUND FRAME AND COVER PER COR STD PLAN 204.50 WITH CONVERSION RISER PER COR STD PLAN 200.40. 8.NEW SDMH SHALL HAVE ROUND FRAME AND COVER PER COR STD PLAN 204.50 UNLESS NOTED OTHERWISE ON THE PLANS AND PER THE FOLLOWING: -RECTANGULAR FRAME PER COR STD PLAN 204.00 AND RECTANGULAR VANED GRATE PER COR STD PLAN 204.20. AT&T CRITICAL FIBER OPTIC, PROTECT IN PLACE PER 1-07.17 •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••3434333433 3333 33 33 CRPL #2 51.5" STLCRPL#3 66" STLCRPL#1 66" STL8" C900 SS8" C900 SS8" SDR 35 SS12"DI W 12"DI WG0+00 G1+00 G2+00 G3+0012"DIWG0+00 G1+00 G2+00 G3+00 STA G0+47, 15.3' RT FURNISH & INSTALL: 1-48'' SDMH #4 STA G0+62, 19.1' RT FURNISH & INSTALL: 1-CB #5 STA G0+62, 14.9' LT FURNISH & INSTALL: 1-CB #7 STA G2+49, 9.8' LT FURNISH & INSTALL: 1-CB #58 STA G2+49, 15.2' LT FURNISH & INSTALL: 1-CB #57 STA G2+78, 16.0' RT FURNISH & INSTALL: 1-CB #59 12" C900 SD12" PP SD12" PP SD12" C900 SD8"DI SD1 2 " D I S D 10 15 20 25 30 35 40 10 15 20 25 30 35 40 G0+00 G0+20 G0+40 G0+60 G0+80 G1+00 G1+20 G1+40 G1+60 G1+80 G2+00 G2+20 G2+40 G2+60 G2+80 G3+00 G3+20EXIST WSSIDE SEWERSIDE SEWERCB #58 IE(IN)12"(SW)=30.38 IE(IN)12"(E)=28.95 IE(OUT)12"(S)=27.72 STA G2+49, 10' LT RIM=32.73 160 LF 12" PP SD @ SLP=0.71% PLAN SCALE: 1"=20' 18-2251 SD-19 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 WHITWORTH AVE S STORM PLAN & PROFILE STA G0+00 TO STA G3+20 SEO BAW TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-SD.dwg SD-19 3/6/2020 8:29 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 SCALE: 1"=20' HORIZ, 1"=5' VERT PROFILE EXIST GR @ ROW CL WHITWORTH AVE S MATCHLINE STA G3+20SEE SHEET SD-20MATCHLINE STA G3+20SEE SHEET SD-20CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-5 WHERE FEASIBLE, AT UTILITY CROSSINGS, MAINTAIN MIN VERTICAL SEPARATION OF 12" FROM ALL OTHER UTILITIES, MEASURED WALL-TO-WALL. PROTECT EXIST GAS & GAS SERVICES, PROVIDE SUPPORT DURING CONSTRUCTION PROTECT EXIST WATER UTILITY, PROVIDE SUPPORT DURING CONSTRUCTION FURNISH AND INSTALL CB AS SHOWN, SEE COR STD PLAN 200.00 FURNISH AND INSTALL SDMH AS SHOWN, SEE COR STD PLAN 201.00 PRIOR TO CONSTRUCTION, CONTRACTOR SHALL CONTACT CITY ENGINEER TO VERIFY IF THE EXISTING STORM DRAIN LATERAL IS ACTIVE. IF STORM DRAIN LATERAL IS ACTIVE, RECONNECT EXISTING PIPE TO NEW STRUCTURE. CONSTRUCTION NOTES: 1 2 3 4 11 12 11 12 11 3 TYP 1 TYP FOR CONTINUATION SEE SHEET SD-3 FOR CONTINUATION SEE SHEET SD-3 S 2ND STCB #6, SEE SHT SD-3 SDMH #5, SEE SHT SD-3 11 11 12 SHEET NOTES: 1. SURVEY CONTROL NUMBER (#), SEE SHEET G-5 FOR SURVEY CONTROL POINT INFORMATION. 2. THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND TAKEN FROM UTILITY LOCATE MARKINGS, RECORD DRAWINGS, AND/OR OTHER AVAILABLE MAPPING. EXACT LOCATIONS OF ALL EXISTING UTILITIES MUST BE DETERMINED BY THE CONTRACTOR PRIOR TO AND DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR POTHOLING AND VERIFYING THE LOCATION, DEPTH, SIZE, MATERIAL AND CONFIGURATION OF THE EXISTING UTILITIES. POTHOLING SHALL OCCUR FAR ENOUGH IN ADVANCE OF CONSTRUCTION TO ADJUST SD SYSTEM. NO COMPENSATION WILL BE PAID TO CONTRACTOR FOR REWORK AS A RESULT OF FAILURE TO VERIFY EXISTING UTILITIES. 3. FOR TYPICAL PAVEMENT RESTORATION, SEE RESTORATION SHEETS. 4. FOR ADDITIONAL STORM DRAIN NOTES, SEE SHEET G-4. 5. SEE SHEETS SD-40 TO SD-46 FOR LATERAL DRAINAGE PROFILES. 6. THE LOCATION OF DIRECT CONNECTIONS OF EXISTING STORM DRAIN LATERALS TO THE EXISTING STORM DRAIN PIPE SHOWN ARE BASED ON CCTV VIDEO AND ARE APPROXIMATE. FOR ALL SUCH DIRECT CONNECTIONS SHOWN AND FOR ALL SUCH DIRECT CONNECTIONS WHICH ARE NOT SHOWN BUT ENCOUNTERED DURING CONSTRUCTION, CONTRACTOR SHALL CONTACT CITY ENGINEER TO VERIFY IF THE EXISTING STORM DRAIN LATERAL IS ACTIVE. ADDITIONAL FITTING AND/OR STRUCTURE INSTALLATION TO RECONNECT THE EXISTING STORM DRAIN LATERAL (IF NEEDED) SHALL BE APPROVED BY THE ENGINEER. 7. NEW CATCH BASINS SHALL HAVE RECTANGULAR FRAME PER COR STD PLAN 204.00 AND RECTANGULAR VANED GRATE PER COR STD PLAN 204.20 UNLESS NOTED OTHERWISE ON THE PLANS AND PER THE FOLLOWING: - STORM ROUND FRAME AND COVER PER COR STD PLAN 204.50 WITH CONVERSION RISER PER COR STD PLAN 200.40. 8.NEW SDMH SHALL HAVE ROUND FRAME AND COVER PER COR STD PLAN 204.50 UNLESS NOTED OTHERWISE ON THE PLANS AND PER THE FOLLOWING: -RECTANGULAR FRAME PER COR STD PLAN 204.00 AND RECTANGULAR VANED GRATE PER COR STD PLAN 204.20. CONSTRUCTION FENCE AT TIME OF SURVEY, EXISTING SIDEWALK NOT SHOWN. LOCATE CB ALONG CURB PER STD PLANS 17 17 <SEE SD-40 FOR PROFILE> •••••••••••••••••••••••••••33333333 33 24" C900 SS24" C900 SS8" C900 SSG4+00 G5+00 G6+0012"DI W G6+00 G4+00 G5+00 G6+00 STA G5+19, 19.6' RT FURNISH & INSTALL: 1-CB #22 STA G5+19, 10.0' LT FURNISH & INSTALL: 1-48'' SDMH #20 STA G5+19, 15.4' LT FURNISH & INSTALL: 1-CB #23 STA G4+09, 16.0' LT FURNISH & INSTALL: 1-CB #60 STA G4+09, 10.0' LT FURNISH & INSTALL: 1-48'' SDMH #44 STA G4+09, 19.8' RT FURNISH & INSTALL: 1-CB #61 18" PP SD18" PP SD12" PP SD 12" PP SD 12"D I S D 12"DI SD12"DI SD10 15 20 25 30 35 40 10 15 20 25 30 35 40 G3+20 G3+40 G3+60 G3+80 G4+00 G4+20 G4+40 G4+60 G4+80 G5+00 G5+20 G5+40 G5+60 G5+80 G6+00EXIST WSEXIST GEXIST WSEXIST UGPEXIST GSEXIST UGPEXIST W(ABAN)EXIST W(TO BE ABAN)EXIST T48'' SDMH #20 IE(IN)12"(N)=24.80 IE(IN)12"(E)=27.14 IE(IN)12"(W)=29.99 IE(OUT)12"(S)=24.80 STA G5+19, 10' LT RIM=32.61 48'' SDMH #21 STA G5+34, 12' LT RIM=32.74 SEE SHT SD-9 48'' SDMH #44 IE(IN)12"(N)=26.59 IE(IN)12"(E)=27.10 IE(IN)12"(W)=30.24 IE(OUT)12"(S)=26.59 STA G4+09, 10' LT RIM=32.67 110 LF 12" PP SD @ SLP = 1 . 6 2 % 15 LF 12" PP SD @ SLP=1.70% PLAN SCALE: 1"=20' 18-2251 SD-20 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 WHITWORTH AVE S STORM PLAN & PROFILE STA G3+20 TO STA G6+00 SEO BAW TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-SD.dwg SD-20 3/6/2020 8:29 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 SCALE: 1"=20' HORIZ, 1"=5' VERT PROFILE EXIST GR @ ROW CL WHITWORTH AVE S MATCHLINE STA G3+20SEE SHEET SD-19MATCHLINE STA G3+20SEE SHEET SD-19S 3RD STCONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-5 WHERE FEASIBLE, AT UTILITY CROSSINGS, MAINTAIN MIN VERTICAL SEPARATION OF 12" FROM ALL OTHER UTILITIES, MEASURED WALL-TO-WALL PROTECT EXIST GAS & GAS SERVICES, PROVIDE SUPPORT DURING CONSTRUCTION PROTECT EXIST WATER UTILITY, PROVIDE SUPPORT DURING CONSTRUCTION PROTECT EXIST UNDERGROUND POWER & TELECOMMUNICATION, PROVIDE SUPPORT DURING CONSTRUCTION FURNISH AND INSTALL CB AS SHOWN, SEE COR STD PLAN 200.00 FURNISH AND INSTALL SDMH AS SHOWN, SEE COR STD PLAN 201.00 PRIOR TO CONSTRUCTION, CONTRACTOR SHALL CONTACT CITY ENGINEER TO VERIFY IF THE EXISTING STORM DRAIN LATERAL IS ACTIVE. IF STORM DRAIN LATERAL IS ACTIVE, RECONNECT EXISTING PIPE TO NEW STORM DRAIN PIPE WITH NYLOPLAST FITTING OR APPROVED EQUAL, PER THE SPECIFICATIONS. CONSTRUCTION NOTES: 1 2 3 4 7 11 12 11 11 12 11 11 7 TYP 10 4 TYP 2 TYP FOR CONTINUATION SEE SHEET SD-9 48IN SDMH #21, SEE SHT SD-9 1 TYP 3 TYP FOR CONTINUATION SEE SHEET SD-9 CB #24, SEE SHT SD-9 1538SHEET NOTES: 1. SURVEY CONTROL NUMBER (#), SEE SHEET G-5 FOR SURVEY CONTROL POINT INFORMATION. 2. THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND TAKEN FROM UTILITY LOCATE MARKINGS, RECORD DRAWINGS, AND/OR OTHER AVAILABLE MAPPING. EXACT LOCATIONS OF ALL EXISTING UTILITIES MUST BE DETERMINED BY THE CONTRACTOR PRIOR TO AND DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR POTHOLING AND VERIFYING THE LOCATION, DEPTH, SIZE, MATERIAL AND CONFIGURATION OF THE EXISTING UTILITIES. POTHOLING SHALL OCCUR FAR ENOUGH IN ADVANCE OF CONSTRUCTION TO ADJUST SD SYSTEM. NO COMPENSATION WILL BE PAID TO CONTRACTOR FOR REWORK AS A RESULT OF FAILURE TO VERIFY EXISTING UTILITIES. 3. FOR TYPICAL PAVEMENT RESTORATION, SEE RESTORATION SHEETS. 4. FOR ADDITIONAL STORM DRAIN NOTES, SEE SHEET G-4. 5. SEE SHEETS SD-40 TO SD-46 FOR LATERAL DRAINAGE PROFILES. 6. THE LOCATION OF DIRECT CONNECTIONS OF EXISTING STORM DRAIN LATERALS TO THE EXISTING STORM DRAIN PIPE SHOWN ARE BASED ON CCTV VIDEO AND ARE APPROXIMATE. FOR ALL SUCH DIRECT CONNECTIONS SHOWN AND FOR ALL SUCH DIRECT CONNECTIONS WHICH ARE NOT SHOWN BUT ENCOUNTERED DURING CONSTRUCTION, CONTRACTOR SHALL CONTACT CITY ENGINEER TO VERIFY IF THE EXISTING STORM DRAIN LATERAL IS ACTIVE. ADDITIONAL FITTING AND/OR STRUCTURE INSTALLATION TO RECONNECT THE EXISTING STORM DRAIN LATERAL (IF NEEDED) SHALL BE APPROVED BY THE ENGINEER. 7. NEW CATCH BASINS SHALL HAVE RECTANGULAR FRAME PER COR STD PLAN 204.00 AND RECTANGULAR VANED GRATE PER COR STD PLAN 204.20 UNLESS NOTED OTHERWISE ON THE PLANS AND PER THE FOLLOWING: - STORM ROUND FRAME AND COVER PER COR STD PLAN 204.50 WITH CONVERSION RISER PER COR STD PLAN 200.40. 8.NEW SDMH SHALL HAVE ROUND FRAME AND COVER PER COR STD PLAN 204.50 UNLESS NOTED OTHERWISE ON THE PLANS AND PER THE FOLLOWING: -RECTANGULAR FRAME PER COR STD PLAN 204.00 AND RECTANGULAR VANED GRATE PER COR STD PLAN 204.20. 16 16 12 1 •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••3434 33 3434CRPL#1 66" STLCRPL#2 51.5" STL8" SDR 35 SS 24" C900 SS24" C900 SSH3+00 H4+00 H5+00 H6+00 H6+60H3+00 H4+00 H5+00 H6+00 H6+60 STA H3+59, 19.9' LT FURNISH & INSTALL: 1-CB #62 STA H3+59, 13.2' LT FURNISH & INSTALL: 1-48'' SDMH #45 STA H3+60, 19.8' RT FURNISH & INSTALL: 1-CB #63 STA H4+85, 19.9' LT FURNISH & INSTALL: 1-CB #30 STA H4+85, 13.5' LT FURNISH & INSTALL: 1-48'' SDMH #24 STA C18+88, 69.7' LT FURNISH & INSTALL: 1-CB #29 STA H4+10, 19.3' RT FURNISH & INSTALL: 1-CB #64 STA H4+10, 14.2' LT FURNISH & INSTALL: 1-48'' SDMH #46 12" C900 SD 18" PP SD12" PP SD12" PP SD12" PP SD 12"DI SD12"DI SD12"DI SD12"DI SDTBD TBD 10 15 20 25 30 35 40 45 10 15 20 25 30 35 40 45 H3+20 H3+40 H3+60 H3+80 H4+00 H4+20 H4+40 H4+60 H4+80 H5+00 H5+20 H5+40 H5+60 H5+80 H6+00EXIST UGPEXIST WSEXIST TEXIST UGPEXIST UGPEXIST GEXIST FHEXIST 4"GPROP 24"SSIE=15.0EXIST W75 LF 12" PP SD @ SLP=0.50%56 LF 12" PP SD @ SLP=0.50% 48'' SDMH #24 IE(IN)12"(N)=26.56 IE(IN)12"(W)=31.03 IE(IN)12"(E)=27.49 IE(OUT)12"(S)=26.56 STA H4+85, 13' LT RIM=33.29 48'' SDMH #45 IE(IN)12"(E)=27.67 IE(IN)12"(W)=30.43 IE(OUT)12"(S)=27.19 STA H3+59, 13' LT RIM=33.20 40 LF 12" C900 SD @ SLP=0.50% 48'' SDMH #25 STA H5+41, 14' LT RIM=33.75 SEE SHT SD-10 48'' SDMH #26 IE(IN)12"(SE)=28.02 IE(IN)6"(W)=31.50 IE(OUT)12"(N)=26.48 STA H5+81, 10' LT RIM=33.50 48'' SDMH #46 IE(IN)12"(N)=26.94 IE(IN)12"(W)=30.73 IE(OUT)12"(S)=26.94 STA H4+10, 14' LT RIM=33.35 50 LF 12" PP SD @ SLP=0.50% (EXIST) 18-2251 SD-21 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 MORRIS AVE S STORM PLAN & PROFILE STA H3+20 TO STA H6+00 SEO BAW TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-SD.dwg SD-21 3/6/2020 8:29 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 PLAN SCALE: 1"=20' MORRIS AVE S S 3RD STEXIST GR @ ROW CL SCALE: 1"=20' HORIZ, 1"=5' VERT PROFILE CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-5 WHERE FEASIBLE, AT UTILITY CROSSINGS, MAINTAIN MIN VERTICAL SEPARATION OF 12" FROM ALL OTHER UTILITIES, MEASURED WALL-TO-WALL PROTECT EXIST GAS & GAS SERVICES, PROVIDE SUPPORT DURING CONSTRUCTION PROTECT EXIST WATER UTILITY, PROVIDE SUPPORT DURING CONSTRUCTION PROTECT EXIST UNDERGROUND POWER & TELECOMMUNICATION, PROVIDE SUPPORT DURING CONSTRUCTION FURNISH AND INSTALL CB AS SHOWN, SEE COR STD PLAN 200.00 FURNISH AND INSTALL SDMH AS SHOWN, SEE COR STD PLAN 201.00 CONNECT EXIST STORM DRAIN PIPE TO NEW STRUCTURE, SEE DET 2 SHT SS-42 CONSTRUCTION NOTES: 1 2 3 4 7 11 12 11 12 11 11 3 TYP 48IN SDMH #25, SEE SHT SD-10 4 TYP 1 TYP FOR CONTINUATION SEE SHEET SD-10 FOR CONTINUATION SEE SHEET SD-9 7 2 15 11 12 48IN SDMH #26, SEE SHT SD-10 15 15 48IN SDMH #23, SEE SHT SD-9 CB #31, SEE SHT SD-10 CB #28, SEE SHT SD-9CB #27, SEE SHT SD-9 15 SHEET NOTES: 1. SURVEY CONTROL NUMBER (#), SEE SHEET G-5 FOR SURVEY CONTROL POINT INFORMATION. 2. THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND TAKEN FROM UTILITY LOCATE MARKINGS, RECORD DRAWINGS, AND/OR OTHER AVAILABLE MAPPING. EXACT LOCATIONS OF ALL EXISTING UTILITIES MUST BE DETERMINED BY THE CONTRACTOR PRIOR TO AND DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR POTHOLING AND VERIFYING THE LOCATION, DEPTH, SIZE, MATERIAL AND CONFIGURATION OF THE EXISTING UTILITIES. POTHOLING SHALL OCCUR FAR ENOUGH IN ADVANCE OF CONSTRUCTION TO ADJUST SD SYSTEM. NO COMPENSATION WILL BE PAID TO CONTRACTOR FOR REWORK AS A RESULT OF FAILURE TO VERIFY EXISTING UTILITIES. 3. FOR TYPICAL PAVEMENT RESTORATION, SEE RESTORATION SHEETS. 4. FOR ADDITIONAL STORM DRAIN NOTES, SEE SHEET G-4. 5. SEE SHEETS SD-40 TO SD-46 FOR LATERAL DRAINAGE PROFILES. 6. THE LOCATION OF DIRECT CONNECTIONS OF EXISTING STORM DRAIN LATERALS TO THE EXISTING STORM DRAIN PIPE SHOWN ARE BASED ON CCTV VIDEO AND ARE APPROXIMATE. FOR ALL SUCH DIRECT CONNECTIONS SHOWN AND FOR ALL SUCH DIRECT CONNECTIONS WHICH ARE NOT SHOWN BUT ENCOUNTERED DURING CONSTRUCTION, CONTRACTOR SHALL CONTACT CITY ENGINEER TO VERIFY IF THE EXISTING STORM DRAIN LATERAL IS ACTIVE. ADDITIONAL FITTING AND/OR STRUCTURE INSTALLATION TO RECONNECT THE EXISTING STORM DRAIN LATERAL (IF NEEDED) SHALL BE APPROVED BY THE ENGINEER. 7. NEW CATCH BASINS SHALL HAVE RECTANGULAR FRAME PER COR STD PLAN 204.00 AND RECTANGULAR VANED GRATE PER COR STD PLAN 204.20 UNLESS NOTED OTHERWISE ON THE PLANS AND PER THE FOLLOWING: - STORM ROUND FRAME AND COVER PER COR STD PLAN 204.50 WITH CONVERSION RISER PER COR STD PLAN 200.40. 8.NEW SDMH SHALL HAVE ROUND FRAME AND COVER PER COR STD PLAN 204.50 UNLESS NOTED OTHERWISE ON THE PLANS AND PER THE FOLLOWING: -RECTANGULAR FRAME PER COR STD PLAN 204.00 AND RECTANGULAR VANED GRATE PER COR STD PLAN 204.20. ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••4645 454 646 CRPL#3 66" STLCPPL#3 66" STL 12" C900 SS8" SDR 35 SS12" CIPP SSC900 K3+00 K4+00K3+00 K4+00 STA K3+11, 20.4' RT FURNISH & INSTALL: 1-48'' SDMH #47 STA K3+55, 9.4' RT FURNISH & INSTALL: 1-48'' SDMH #48 STA K3+56, 19.9' RT FURNISH & INSTALL: 1-CB #68 12"C900 SD 30"C900 S D 20 25 30 35 40 45 50 55 20 25 30 35 40 45 50 55 K2+80 K3+00 K3+20 K3+40 K3+60 K3+80 K4+00PROP CIPP SSPROP 12" WEXIST 66"W (SPU)48'' SDMH #48 IE(IN)30"(W)=39.10 IE(IN)12"(S)=41.79 IE(OUT)12"(E)=38.80 (EXIST) STA K3+55, 9' RT RIM=45.37 48'' SDMH #47 IE(IN)12"(S)=39.20 IE(IN)12"(W)=39.00 IE(OUT)30"(E)=39.20 STA K3+11, 20' RT RIM=45.46 (EXIST) 45 LF 30" PVC SD @ SLP=0.22% PLAN SCALE: 1"=20' 18-2251 SD-24 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 S 2ND ST STORM PLAN & PROFILE STA K2+80 TO STA K4+00 SEO BAW TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-SD.dwg SD-24 3/6/2020 8:29 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 SCALE: 1"=20' HORIZ, 1"=5' VERT PROFILE EXIST GR @ ROW CL S 2ND ST MILL AVE SCONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-5 WHERE FEASIBLE, AT UTILITY CROSSINGS MAINTAIN MINIMUM VERTICAL SEPARATION OF 12" FROM ALL OTHER UTILITIES, MEASURED WALL-TO-WALL. PROTECT EXIST WATER UTILITY, PROVIDE SUPPORT DURING CONSTRUCTION PROTECT EXIST SS, SSMH, & APPURTENANCES IN ACCORDANCE W/ SPECS PROTECT EXIST UNDERGROUND POWER & TELECOMMUNICATION, PROVIDE SUPPORT DURING CONSTRUCTION FURNISH AND INSTALL CB AS SHOWN, SEE COR STD PLAN 200.00 FURNISH AND INSTALL SDMH AS SHOWN, SEE COR STD PLAN 201.00 CONNECT EXIST STORM DRAIN PIPE TO NEW STRUCTURE, SEE DET 2 SHT SS-42 CONSTRUCTION NOTES: 1 2 4 6 7 11 12 15 1 TYP 2TYP 4 15 7 15 11 12 12 FOR CONTINUATION SEE SHEET SD-25 CB #67, SEE SHT SD-25 SHEET NOTES: 1. SURVEY CONTROL NUMBER (#), SEE SHEET G-5 FOR SURVEY CONTROL POINT INFORMATION. 2. THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND TAKEN FROM UTILITY LOCATE MARKINGS, RECORD DRAWINGS, AND/OR OTHER AVAILABLE MAPPING. EXACT LOCATIONS OF ALL EXISTING UTILITIES MUST BE DETERMINED BY THE CONTRACTOR PRIOR TO AND DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR POTHOLING AND VERIFYING THE LOCATION, DEPTH, SIZE, MATERIAL AND CONFIGURATION OF THE EXISTING UTILITIES. POTHOLING SHALL OCCUR FAR ENOUGH IN ADVANCE OF CONSTRUCTION TO ADJUST SD SYSTEM. NO COMPENSATION WILL BE PAID TO CONTRACTOR FOR REWORK AS A RESULT OF FAILURE TO VERIFY EXISTING UTILITIES. 3. FOR TYPICAL PAVEMENT RESTORATION, SEE RESTORATION SHEETS. 4. FOR ADDITIONAL STORM DRAIN NOTES, SEE SHEET G-4. 5. SEE SHEETS SD-40 TO SD-46 FOR LATERAL DRAINAGE PROFILES. 6. THE LOCATION OF DIRECT CONNECTIONS OF EXISTING STORM DRAIN LATERALS TO THE EXISTING STORM DRAIN PIPE SHOWN ARE BASED ON CCTV VIDEO AND ARE APPROXIMATE. FOR ALL SUCH DIRECT CONNECTIONS SHOWN AND FOR ALL SUCH DIRECT CONNECTIONS WHICH ARE NOT SHOWN BUT ENCOUNTERED DURING CONSTRUCTION, CONTRACTOR SHALL CONTACT CITY ENGINEER TO VERIFY IF THE EXISTING STORM DRAIN LATERAL IS ACTIVE. ADDITIONAL FITTING AND/OR STRUCTURE INSTALLATION TO RECONNECT THE EXISTING STORM DRAIN LATERAL (IF NEEDED) SHALL BE APPROVED BY THE ENGINEER. 7. NEW CATCH BASINS SHALL HAVE RECTANGULAR FRAME PER COR STD PLAN 204.00 AND RECTANGULAR VANED GRATE PER COR STD PLAN 204.20 UNLESS NOTED OTHERWISE ON THE PLANS AND PER THE FOLLOWING: - STORM ROUND FRAME AND COVER PER COR STD PLAN 204.50 WITH CONVERSION RISER PER COR STD PLAN 200.40. 8.NEW SDMH SHALL HAVE ROUND FRAME AND COVER PER COR STD PLAN 204.50 UNLESS NOTED OTHERWISE ON THE PLANS AND PER THE FOLLOWING: -RECTANGULAR FRAME PER COR STD PLAN 204.00 AND RECTANGULAR VANED GRATE PER COR STD PLAN 204.20. CB #66, SEE SHT SD-25 CB #65, SEE SHT SD-25 ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••46 454644 45 454 4 4 4 45 46 4 343 CRPL#3 66" STL CPPL#3 66" STL12" C900 SS8" SDR 35 SS12" CIPP SSC900L0+00 L1+00 L2+00 L3+00 L4+00 12"DI W L0+00 L1+00 L2+00 L3+00 L4+00 STA L4+31, 17.4' RT FURNISH & INSTALL: 1-CB #65 STA L4+60, 15.5' LT FURNISH & INSTALL: 1-CB #67 STA L4+60, 17.4' RT FURNISH & INSTALL: 1-CB #66 12"C900 SD30"C900 SD25 30 35 40 45 50 55 60 25 30 35 40 45 50 55 60 L0+40 L0+60 L0+80 L1+00 L1+20 L1+40 L1+60 L1+80 L2+00 L2+20 L2+40 L2+60 L2+80 L3+00 L3+20 L3+40 L3+60 L3+80 L4+00 L4+20 L4+40 L4+60 L4+80PROP 12"W48'' SDMH #47 IE(IN)12"(S)=39.20 IE(IN)12"(W)=39.00 IE(OUT)30"(E)=39.20 STA L4+16, 14' RT RIM=45.46 CB #67 IE(IN)12"(S)=41.57 IE(OUT)12"(W)=41.57 STA L4+60, 16' LT RIM=45.07EXIST 2"G15 LF 12" PP SD @ SLP=5.66% CB #65 IE(IN)12"(S)=40.05 IE(OUT)12"(N)=40.05 STA K3+07, 35' RT RIM=44.72 CB #66 IE(IN)12"(E)=41.40 IE(OUT)12"(N)=41.40 STA L4+60, 17' RT RIM=44.95 29 LF 12" C900 @ SLP=4.66%PROP CIPP SSEXIST 66"W (SPU)EXIST TEXIST TEXIST UGP (2)EXIST 2"GEXIST SS LAT18-2251 SD-25 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 MILL AVE S STORM PLAN & PROFILE STA L0+00 TO STA L4+80 SEO BAW TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-SD.dwg SD-25 3/6/2020 8:29 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 SCALE: 1"=20' HORIZ, 1"=5' VERT PROFILE CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-5 WHERE FEASIBLE, AT UTILITY CROSSINGS MAINTAIN MINIMUM VERTICAL SEPARATION OF 12" FROM ALL OTHER UTILITIES, MEASURED WALL-TO-WALL. PROTECT EXIST WATER UTILITY, PROVIDE SUPPORT DURING CONSTRUCTION PROTECT EXIST SS, SSMH, & APPURTENANCES IN ACCORDANCE W/ SPECS PROTECT EXIST UNDERGROUND POWER & TELECOMMUNICATION, PROVIDE SUPPORT DURING CONSTRUCTION FURNISH AND INSTALL CB AS SHOWN, SEE COR STD PLAN 200.00 FURNISH AND INSTALL SDMH AS SHOWN, SEE COR STD PLAN 201.00 CONNECT EXIST STORM DRAIN PIPE TO NEW STRUCTURE, SEE DET 2 SHT SS-42 PRIOR TO CONSTRUCTION, CONTRACTOR SHALL CONTACT CITY ENGINEER TO VERIFY IF THE EXISTING STORM DRAIN LATERAL IS ACTIVE. IF STORM DRAIN LATERAL IS ACTIVE, RECONNECT EXISTING PIPE TO NEW STORM DRAIN PIPE WITH NYLOPLAST FITTING OR APPROVED EQUAL, PER THE SPECIFICATIONS. CONSTRUCTION NOTES: 1 2 4 6 7 11 12 15 MILL AVE S S 2ND STFOR CONTINUATION SEE SHEET SD-24 MATCHLINE STA L4+80SEE SHEET SD-26PLAN SCALE: 1"=20' EXIST GR @ ROW CL MATCHLINE STA L4+80SEE SHEET SD-266970CB #68, SEE SHT SD-24 SHEET NOTES: 1. SURVEY CONTROL NUMBER (#), SEE SHEET G-5 FOR SURVEY CONTROL POINT INFORMATION. 2. THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND TAKEN FROM UTILITY LOCATE MARKINGS, RECORD DRAWINGS, AND/OR OTHER AVAILABLE MAPPING. EXACT LOCATIONS OF ALL EXISTING UTILITIES MUST BE DETERMINED BY THE CONTRACTOR PRIOR TO AND DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR POTHOLING AND VERIFYING THE LOCATION, DEPTH, SIZE, MATERIAL AND CONFIGURATION OF THE EXISTING UTILITIES. POTHOLING SHALL OCCUR FAR ENOUGH IN ADVANCE OF CONSTRUCTION TO ADJUST SD SYSTEM. NO COMPENSATION WILL BE PAID TO CONTRACTOR FOR REWORK AS A RESULT OF FAILURE TO VERIFY EXISTING UTILITIES. 3. FOR TYPICAL PAVEMENT RESTORATION, SEE RESTORATION SHEETS. 4. FOR ADDITIONAL STORM DRAIN NOTES, SEE SHEET G-4. 5. SEE SHEETS SD-40 TO SD-46 FOR LATERAL DRAINAGE PROFILES. 6. THE LOCATION OF DIRECT CONNECTIONS OF EXISTING STORM DRAIN LATERALS TO THE EXISTING STORM DRAIN PIPE SHOWN ARE BASED ON CCTV VIDEO AND ARE APPROXIMATE. FOR ALL SUCH DIRECT CONNECTIONS SHOWN AND FOR ALL SUCH DIRECT CONNECTIONS WHICH ARE NOT SHOWN BUT ENCOUNTERED DURING CONSTRUCTION, CONTRACTOR SHALL CONTACT CITY ENGINEER TO VERIFY IF THE EXISTING STORM DRAIN LATERAL IS ACTIVE. ADDITIONAL FITTING AND/OR STRUCTURE INSTALLATION TO RECONNECT THE EXISTING STORM DRAIN LATERAL (IF NEEDED) SHALL BE APPROVED BY THE ENGINEER. 7. NEW CATCH BASINS SHALL HAVE RECTANGULAR FRAME PER COR STD PLAN 204.00 AND RECTANGULAR VANED GRATE PER COR STD PLAN 204.20 UNLESS NOTED OTHERWISE ON THE PLANS AND PER THE FOLLOWING: - STORM ROUND FRAME AND COVER PER COR STD PLAN 204.50 WITH CONVERSION RISER PER COR STD PLAN 200.40. 8.NEW SDMH SHALL HAVE ROUND FRAME AND COVER PER COR STD PLAN 204.50 UNLESS NOTED OTHERWISE ON THE PLANS AND PER THE FOLLOWING: -RECTANGULAR FRAME PER COR STD PLAN 204.00 AND RECTANGULAR VANED GRATE PER COR STD PLAN 204.20. 16 16 11 11 11 1 TYP FURNISH AND INSTALL CB AS SHOWN, SEE COR STD PLAN 200.00 11 PRIOR TO CONSTRUCTION, CONTRACTOR SHALL CONTACT CITY ENGINEER TO VERIFY IF THE EXISTING STORM DRAIN LATERAL IS ACTIVE. IF STORM DRAIN LATERAL IS ACTIVE, RECONNECT EXISTING PIPE TO NEW STORM DRAIN PIPE WITH NYLOPLAST FITTING OR APPROVED EQUAL, PER THE SPECIFICATIONS. 16 ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••4 7 47 4 7 48 4 9 5 3 5 2 5 1 5 0 4 9 48 4747 46 46 46 46 46 45 CRPL#3 66" STLCRPL#3 66" STL CRPL#3 66" STL CRPL#3 66" STL 134 LF 12" CIPP SS284 LF 12" CIPP SS L5+00 L6+00 L7+00 L8+00 L9+00L9+00 12"DI W 12"DI W 12"DI W L5+00 L6+00 L7+00 L8+00 L9+00L9+00 STA L6+58, 15.4' LT FURNISH & INSTALL: 1-CB #73 12" PP SD STA L6+59, 17.1' RT FURNISH & INSTALL: 1-CB#72 STA L5+67, 15.4' LT FURNISH & INSTALL: 1-CB #71 STA L5+67, 17.0' RT FURNISH & INSTALL: 1-CB #70 STA L5+39, 17.5' RT FURNISH & INSTALL: 1-CB #69 12"PP SD 8"C900 SD8"C900 SD8"C900 SD 25 30 35 40 45 50 55 60 25 30 35 40 45 50 55 60 L4+80 L5+00 L5+20 L5+40 L5+60 L5+80 L6+00 L6+20 L6+40 L6+60 L6+80 L7+00 L7+20 L7+40 L7+60 L7+80 L8+00 L8+20 L8+40 L8+60 L8+80 L9+00 107 LF 12" PP SD @ SLP=0.40% CB #73 IE(IN)8"(W)=42.63 IE(OUT)12"(N)=42.63 STA L6+58, 15' LT RIM=45.90 CB #71 IE(IN)12"(S)=42.17 IE(IN)8"(W)=42.00 IE(OUT)12"(N)=42.00 STA L5+67, 15' LT RIM=45.23 91 LF 12" PP SD @ SLP=0.50% 18-2251 SD-26 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 MILL AVE S STORM PLAN & PROFILE STA L4+80 TO STA L9+00 SEO BAW TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-SD.dwg SD-26 3/6/2020 8:29 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 SCALE: 1"=20' HORIZ, 1"=5' VERT PROFILE CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-5 WHERE FEASIBLE, AT UTILITY CROSSINGS MAINTAIN MINIMUM VERTICAL SEPARATION OF 12" FROM ALL OTHER UTILITIES, MEASURED WALL-TO-WALL. PROTECT EXIST WATER UTILITY, PROVIDE SUPPORT DURING CONSTRUCTION PROTECT EXIST SS, SSMH, & APPURTENANCES IN ACCORDANCE W/ SPECS PROTECT EXIST UNDERGROUND POWER & TELECOMMUNICATION, PROVIDE SUPPORT DURING CONSTRUCTION FURNISH AND INSTALL CB AS SHOWN, SEE COR STD PLAN 200.00 FURNISH AND INSTALL SDMH AS SHOWN, SEE COR STD PLAN 201.00 CONNECT EXIST STORM DRAIN PIPE TO NEW STRUCTURE, SEE DET 2 SHT SS-42 PRIOR TO CONSTRUCTION, CONTRACTOR SHALL CONTACT CITY ENGINEER TO VERIFY IF THE EXISTING STORM DRAIN LATERAL IS ACTIVE. IF STORM DRAIN LATERAL IS ACTIVE, RECONNECT EXISTING PIPE TO NEW STRUCTURE CONSTRUCTION NOTES: 1 2 4 6 7 11 12 15 MILL AVE S HOUSER WAY SMATCHLINE STA L4+80SEE SHEET SD-25PLAN SCALE: 1"=20'MATCHLINE STA L4+80SEE SHEET SD-25EXIST GR @ ROW CL SHEET NOTES: 1. SURVEY CONTROL NUMBER (#), SEE SHEET G-5 FOR SURVEY CONTROL POINT INFORMATION. 2. THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND TAKEN FROM UTILITY LOCATE MARKINGS, RECORD DRAWINGS, AND/OR OTHER AVAILABLE MAPPING. EXACT LOCATIONS OF ALL EXISTING UTILITIES MUST BE DETERMINED BY THE CONTRACTOR PRIOR TO AND DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR POTHOLING AND VERIFYING THE LOCATION, DEPTH, SIZE, MATERIAL AND CONFIGURATION OF THE EXISTING UTILITIES. POTHOLING SHALL OCCUR FAR ENOUGH IN ADVANCE OF CONSTRUCTION TO ADJUST SD SYSTEM. NO COMPENSATION WILL BE PAID TO CONTRACTOR FOR REWORK AS A RESULT OF FAILURE TO VERIFY EXISTING UTILITIES. 3. FOR TYPICAL PAVEMENT RESTORATION, SEE RESTORATION SHEETS. 4. FOR ADDITIONAL STORM DRAIN NOTES, SEE SHEET G-4. 5. SEE SHEETS SD-40 TO SD-46 FOR LATERAL DRAINAGE PROFILES. 6. THE LOCATION OF DIRECT CONNECTIONS OF EXISTING STORM DRAIN LATERALS TO THE EXISTING STORM DRAIN PIPE SHOWN ARE BASED ON CCTV VIDEO AND ARE APPROXIMATE. FOR ALL SUCH DIRECT CONNECTIONS SHOWN AND FOR ALL SUCH DIRECT CONNECTIONS WHICH ARE NOT SHOWN BUT ENCOUNTERED DURING CONSTRUCTION, CONTRACTOR SHALL CONTACT CITY ENGINEER TO VERIFY IF THE EXISTING STORM DRAIN LATERAL IS ACTIVE. ADDITIONAL FITTING AND/OR STRUCTURE INSTALLATION TO RECONNECT THE EXISTING STORM DRAIN LATERAL (IF NEEDED) SHALL BE APPROVED BY THE ENGINEER. 7. NEW CATCH BASINS SHALL HAVE RECTANGULAR FRAME PER COR STD PLAN 204.00 AND RECTANGULAR VANED GRATE PER COR STD PLAN 204.20 UNLESS NOTED OTHERWISE ON THE PLANS AND PER THE FOLLOWING: - STORM ROUND FRAME AND COVER PER COR STD PLAN 204.50 WITH CONVERSION RISER PER COR STD PLAN 200.40. 8.NEW SDMH SHALL HAVE ROUND FRAME AND COVER PER COR STD PLAN 204.50 UNLESS NOTED OTHERWISE ON THE PLANS AND PER THE FOLLOWING: -RECTANGULAR FRAME PER COR STD PLAN 204.00 AND RECTANGULAR VANED GRATE PER COR STD PLAN 204.20. 17 17 11 11 11 11 11 1 TYP FURNISH AND INSTALL CB AS SHOWN, SEE COR STD PLAN 200.00 11 PRIOR TO CONSTRUCTION, CONTRACTOR SHALL CONTACT CITY ENGINEER TO VERIFY IF THE EXISTING STORM DRAIN LATERAL IS ACTIVE. IF STORM DRAIN LATERAL IS ACTIVE, RECONNECT EXISTING PIPE TO NEW STRUCTURE 17 10 15 20 25 30 35 40 10 15 20 25 30 35 40 0+80 1+00 1+20 1+40 48'' SDMH #1 IE(IN)12"(N)=28.38 IE(IN)15"(E)=27.50 IE(OUT)12"(S)=27.50 IE(OUT)12"(W)=27.50 STA A9+51, 19' LT RIM=32.17 CB #1 IE(OUT)12"(S)=28.41 RIM=31.52 (EXIST) (EXIST) 5 LF 12" PP SD @ SLP=0.50% 10 15 20 25 30 35 40 10 15 20 25 30 35 40 1+00 1+20 1+40 1+60 48'' SDMH #2 IE(IN)12"(N)=26.76 IE(IN)8"(SE)=29.39 STA A9+61, 48' RT RIM=31.96 CB #2 IE(OUT)8"(NW)=29.60 RIM=31.32EXIST 8"W(ABAN)42 LF 8" DI SD @ SLP=0.50%EXIST 3"TEXIST T DUCTEXIST 24"SSPROP 12"SSEXIST UGP (3)PROP 12"W10 15 20 25 30 35 40 10 15 20 25 30 35 40 1+00 1+20 1+40 1+60 1+80 CB #3 IE(OUT)12"(SE)=29.06 RIM=32.19 CB #4 IE(OUT)12"(N)=30.30 RIM=32.07PROP 12"WEXIST UGPEXIST 12" SS(ABAN)64 LF 12" C900 @ SLP=0.50%EXIST 8" W(ABAN)EXIST 66"W (SPU)48'' SDMH #3 IE(IN)12"(E)=27.95 IE(IN)12"(S)=29.98 IE(IN)12"(NW)=29.00 IE(OUT)15"(W)=27.70 STA A11+20, 16' LT RIM=32.58EXIST 18" SS(ABAN)13 LF 12" PP SD @ SLP=0.50% 10 15 20 25 30 35 40 10 15 20 25 30 35 40 1+00 1+20 1+40 1+60EXIST 8"W(ABAN)CB #7 IE(OUT)8"(NW)=30.99 RIM=32.31 34 LF 8" DI SD @ SLP=0.50% 48'' SDMH #4 IE(IN)8"(S)=30.25 IE(IN)8"(SE)=30.82 IE(OUT)12"(N)=30.25 STA A12+71, 47' RT RIM=32.47EXIST UGP (3)EXIST T(2)PROP 12"WPROP 8"SS10 15 20 25 30 35 40 10 15 20 25 30 35 40 1+00 1+20 1+40 1+60 1+80 CB #8 IE(OUT)12"(SE)=29.67 RIM=32.77 CB #9 IE(OUT)12"(N)=29.56 RIM=32.66EXIST 12"WPROP 8"SSEXIST 18"SS(ABAN)EXIST 12"SS(ABAN)EXIST TEXIST UGPEXIST 66"W (SPU)48'' SDMH #6 IE(IN)12"(E)=29.18 IE(IN)12"(NW)=29.61 IE(IN)12"(S)=29.25 IE(OUT)12"(W)=29.18 STA A14+41, 15' LT RIM=33.72 12 LF 12" PP SD @ SLP=0.49% 63 LF 12" C900 @ SLP=0.49% 10 15 20 25 30 35 40 10 15 20 25 30 35 40 1+00 1+20 1+40 1+60 1+80 2+00 CB #5 IE(OUT)8"(N)=30.47 RIM=32.22 48'' SDMH #5 IE(IN)12"(E)=28.56 IE(IN)12"(S)=30.00 IE(IN)12"(N)=29.12 IE(OUT)12"(W)=28.56 STA A12+75, 15' LT RIM=32.89 CB #6 IE(OUT)12"(S)=29.17 RIM=32.29 EXIST UGPEXIST UGP (2)EXIST W(ABAN)PROP 12"WEXIST UGP (2)EXIST UGP (3)PROP 8"SSIE=19.2±EXIST T(2)EXIST 66"W (SPU)EXIST 18"SS(ABAN)EXIST 12"SS(ABAN)48'' SDMH #4 IE(IN)8"(S)=30.25 IE(IN)8"(SE)=30.82 IE(OUT)12"(N)=30.25 RIM=32.47 15 LF 8" DI SD @ SLP=1.43% 8 LF 12" PP SD @ SLP=0.60% 62 LF 12" C900 @ SLP=0.40% 18-2251 SD-40 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 LATERAL DRAINAGE PROFILES - 1 SEO BAW TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-SD-LATERALS.dwg SD-40 3/6/2020 11:07 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 SCALE: 1"=20' HORIZ, 1"=5' VERT CB #1 TO SDMH #1 SCALE: 1"=20' HORIZ, 1"=5' VERT SDMH #2 TO CB #2 SCALE: 1"=20' HORIZ, 1"=5' VERT CB #3 TO CB #4 SCALE: 1"=20' HORIZ, 1"=5' VERT SDMH #4 TO CB #7 SCALE: 1"=20' HORIZ, 1"=5' VERT CB #8 TO CB #9 SCALE: 1"=20' HORIZ, 1"=5' VERT CB #6 TO CB #525507514 2 5 10 15 20 25 30 35 40 5 10 15 20 25 30 35 40 1+00 1+20 1+40 1+60 CB #18 IE(OUT)12"(NE)=27.63 RIM=30.75 48'' SDMH #16 IE(IN)18"(E)=21.48 IE(IN)18"(N)=21.48 IE(IN)12"(E)=27.58 IE(IN)12"(SW)=27.57 IE(OUT)24"(S)=21.03 STA C12+62, 12' RT RIM=31.12 CB #19 IE(OUT)12"(W)=27.74 RIM=30.86EXIST 12"SDEXIST 4"GEXIST 4"GEXIST 12"W13 LF 12" PP SD @ SLP=0.45% 31 LF 12" DI SD @ SLP=0.52% 5 10 15 20 25 30 35 40 5 10 15 20 25 30 35 40 1+00 1+20 1+40 1+60 39 LF 12" DI SD @ SLP=0.50% CB #20 IE(OUT)12"(S)=27.00 RIM=31.56 48'' SDMH #19 IE(IN)18"(E)=22.90 IE(IN)12"(N)=26.96 IE(IN)12"(S)=29.43 IE(OUT)18"(W)=22.90 STA C14+50, 18' LT RIM=31.80 CB #21 IE(OUT)12"(N)=29.62 RIM=31.62 4 LF 12" PP SD @ SLP=0.99%EXIST 12"WPROP 24"SSEXIST 4"G5 10 15 20 25 30 35 40 5 10 15 20 25 30 35 40 1+00 1+20 1+40 1+60EXIST 12"WEXIST 4"GPROP 24"SSEXIST UGP45 LF 12" DI SD @ SLP=0.51% 48'' SDMH #21 IE(IN)18"(E)=23.99 IE(IN)12"(N)=24.55 IE(IN)12"(SE)=30.10 IE(OUT)18"(W)=23.99 STA C16+03, 19' LT RIM=32.74 CB #24 IE(OUT)12"(NW)=30.33 RIM=32.33 5 10 15 20 25 30 35 40 5 10 15 20 25 30 35 40 1+00 1+20 1+40 1+60EXIST 4"GPROP SSEXIST 12"W39 LF 12" DI SD @ SLP=0.49% CB #25 IE(OUT)12"(N)=30.83 RIM=32.83 48'' SDMH #22 IE(IN)18"(E)=24.78 IE(IN)12"(S)=30.64 IE(IN)12"(N)=27.85 IE(OUT)18"(W)=24.78 STA C17+23, 18' LT RIM=33.01 CB #26 IE(OUT)12"(S)=27.88 RIM=32.88 5 10 15 20 25 30 35 40 5 10 15 20 25 30 35 40 1+00 1+20 1+40 1+60 37 LF 12" DI SD @ SLP=0.52% 5 LF 12" PP SD @ SLP=0.37% CB #27 IE(OUT)12"(S)=28.21 RIM=33.21 48'' SDMH #23 IE(IN)18"(E)=25.43 IE(IN)12"(S)=30.70 IE(IN)12"(N)=28.19 IE(OUT)18"(W)=25.43 STA C18+53, 16' LT RIM=33.36 CB #28 IE(OUT)12"(N)=30.89 RIM=33.14EXIST 4"GPROP SSEXIST 12"WEXIST UGP10 15 20 25 30 35 40 10 15 20 25 30 35 40 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40EXIST 6"SS(ABAN)EXIST 12"SS(ABAN)EXIST 12"WEXIST 18"SS(ABAN)PROP 8"SSEXIST UGP & TEXIST 6"SS(ABAN)EXIST 12"WPROP 8"SSEXIST G38 LF 8" DI SD @ SLP=0.50% CB #10 IE(OUT)12"(S)=29.86 RIM=32.98 48'' SDMH #7 IE(IN)12"(S)=29.63 IE(IN)12"(N)=29.63 IE(OUT)12"(W)=29.63 STA A15+88, 13' LT RIM=33.70 48'' SDMH #8 IE(IN)8"(S)=30.75 IE(OUT)12"(N)=30.42 STA A15+86, 47' RT RIM=32.82 CB #11 IE(IN)8"(E)=30.84 IE(OUT)8"(N)=30.84 RIM=32.72 CB #12 IE(OUT)8"(W)=31.03 RIM=32.78 10 LF 12" PP SD @ SLP=2.31%EXIST 66"W (SPU)60 LF 12" C900 @ SLP=1.31% 14 LF 8" DI SD @ SLP=0.64% 18-2251 SD-41 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 LATERAL DRAINAGE PROFILES - 2 SEO BAW TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-SD-LATERALS.dwg SD-41 3/6/2020 11:07 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 SCALE: 1"=20' HORIZ, 1"=5' VERT CB #20 TO CB #21 SCALE: 1"=20' HORIZ, 1"=5' VERT SDMH #21 TO CB #24 SCALE: 1"=20' HORIZ, 1"=5' VERT CB #18 TO CB #19 SCALE: 1"=20' HORIZ, 1"=5' VERT CB #26 TO CB #25 SCALE: 1"=20' HORIZ, 1"=5' VERT CB #27 TO CB #2810107626262SCALE: 1"=20' HORIZ, 1"=5' VERT CB #10 TO CB #1227 5 10 15 20 25 30 35 40 5 10 15 20 25 30 35 40 1+00 1+20 1+40 1+60PROP 8"SS &EXIST 10"SSPROP 12"WEXIST 3"TEXIST T DUCTEXIST 8"W(ABAN)38 LF 12" PP SD @ SLP=0.50% 48'' SDMH #50 IE(OUT)12"(W)=24.44 RIM=31.29 48'' SDMH #31 IE(IN)18"(N)=22.39 IE(IN)12"(E)=24.25 IE(IN)12"(W)=26.30 IE(OUT)18"(S)=22.39 STA F3+86, 16' RT RIM=31.62 CB #39 IE(OUT)12"(E)=26.39 RIM=31.39 5 LF 12" PP SD @ SLP=1.79% 10 15 20 25 30 35 40 45 10 15 20 25 30 35 40 45 1+00 1+20 1+40 1+60EXIST 12"WPROP 24"SSEXIST 4"GCB #32 IE(OUT)12"(S)=31.40 RIM=34.48 48'' SDMH #27 IE(IN)12"(E)=29.16 IE(IN)12"(S)=31.91 IE(IN)12"(N)=31.00 IE(OUT)12"(W)=29.16 STA C20+63, 15' LT RIM=34.69 CB #33 IE(OUT)12"(N)=32.09 RIM=34.51 36 LF 12" DI SD @ SLP=0.50% 5 LF 12" PP SD @ SLP=8.12% 10 15 20 25 30 35 40 45 10 15 20 25 30 35 40 45 1+00 1+20 1+40 1+60 1+80 2+00 62 LF 8" DI SD @ SLP=0.50% 30 LF 12" DI SD @ SLP=0.33% 48'' SDMH #28 IE(IN)12"(S)=33.11 IE(OUT)12"(W)=32.38 STA C21+97, 19' LT RIM=35.38 48'' SDMH #29 IE(IN)8"(SE)=33.23 IE(IN)12"(E)=33.21 IE(OUT)12"(N)=33.21 STA C21+97, 11' RT RIM=35.97 CB #34 IE(OUT)8"(NW)=33.54 RIM=35.21EXIST 4"GEXIST 2"GEXIST 6"TEXIST 2"UGPEXIST UGPPROP 24"SSPROP 12"WEXIST 12"W10 15 20 25 30 35 40 45 10 15 20 25 30 35 40 45 1+00 1+20 1+40 1+60 1+80EXIST 4"GPROP 12"WEXIST W(ABAN)EXIST G64 LF 12" DI SD @ SLP=0.50% 48'' SDMH #29 IE(IN)8"(SE)=33.23 IE(IN)12"(E)=33.21 IE(OUT)12"(N)=33.21 STA C21+97, 11' RT RIM=35.97 CB #35 IE(OUT)12"(W)=33.53 RIM=35.53EXIST 6"T5 10 15 20 25 30 35 40 5 10 15 20 25 30 35 40 1+00 1+20 1+40 1+60 38 LF 12" PP SD @ SLP=0.50% CB #37 IE(OUT)12"(E)=27.78 RIM=30.90 48'' SDMH #30 IE(IN)18"(N)=22.84 IE(IN)12"(W)=27.70 IE(IN)12"(E)=24.11 IE(OUT)18"(S)=22.84 STA F2+52, 17' RT RIM=31.14 48'' SDMH #49 IE(OUT)12"(W)=24.30 RIM=30.98PROP 8"SS &EXIST 10"SSPROP 12"WEXIST 8"W4 LF 12" PP SD @ SLP=1.97%EXIST 3"TEXIST T DUCT10 15 20 25 30 35 40 45 10 15 20 25 30 35 40 45 0+00 0+20 CB #31 IE(OUT)12"(NW)=28.10 RIM=33.10 48'' SDMH #26 IE(IN)12"(SE)=28.02 IE(IN)6"(W)=31.50 IE(OUT)12"(N)=26.48 STA C19+18, 25' RT RIM=33.50 15 LF 12" PP SD @ SLP=0.54% 18-2251 SD-42 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 LATERAL DRAINAGE PROFILES - 3 SEO BAW TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-SD-LATERALS.dwg SD-42 3/6/2020 11:07 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 SCALE: 1"=20' HORIZ, 1"=5' VERT CB #39 TO SDMH #50 SCALE: 1"=20' HORIZ, 1"=5' VERT SDMH #28 TO CB #34 SCALE: 1"=20' HORIZ, 1"=5' VERT CB #32 TO CB #33 SCALE: 1"=20' HORIZ, 1"=5' VERT CB #37 TO SDMH #49 SCALE: 1"=20' HORIZ, 1"=5' VERT SDMH #29 TO CB #35 SCALE: 1"=20' HORIZ, 1"=5' VERT SDMH #26 TO CB #31 46757546344745 5 10 15 20 25 30 35 40 5 10 15 20 25 30 35 40 1+00 1+20 1+40 1+60 48'' SDMH #34 IE(IN)24"(N)=20.10 IE(IN)12"(N)=24.40 IE(IN)12"(E)=23.50 IE(IN)12"(NE)=24.09 IE(IN)12"(SW)=26.84 IE(OUT)24"(S)=20.10 STA F9+24, 14' RT RIM=30.81EXIST TEXIST 2"GEXIST 12"SD (ABAN)CB #44 IE(OUT)12"(SE)=24.69 RIM=29.69 29 LF 12" PP SD @ SLP=1.00%EXIST UGP(NW)=24.40 (EXIST) 5 10 15 20 25 30 35 40 5 10 15 20 25 30 35 40 1+00 1+20 1+40 1+60 1+80 2+00EXIST UGPEXIST 10"SSEXIST 12"WEXIST T (2)EXIST UGPEXIST TEXIST 12"SD (ABAN)EXIST 16"W38 LF 12" DI SD @ SLP=0.50% 42 LF 12" PP SD @ SLP=0.50% CB #46 IE(OUT)12"(NE)=27.03 RIM=29.79 48'' SDMH #34 IE(IN)24"(N)=20.10 IE(IN)12"(N)=24.40 IE(IN)12"(E)=23.50 IE(IN)12"(NE)=24.09 IE(IN)12"(SW)=26.84 IE(OUT)24"(S)=20.10 STA F9+24, 14' RT RIM=30.81 48'' SDMH #52 IE(OUT)12"(SW)=24.30 RIM=29.94 (NW)=24.40 5 10 15 20 25 30 35 40 5 10 15 20 25 30 35 40 1+00 1+20 1+40EXIST 16"WEXIST TEXIST TEXIST 10"SS32 LF 12" PP SD @ SLP=0.50% 48'' SDMH #53 IE(OUT)12"(W)=20.40 RIM=29.74 48'' SDMH #35 IE(IN)24"(N)=19.84 IE(IN)12"(E)=20.24 IE(OUT)24"(S)=19.84 STA F10+01, 14' RT RIM=30.26 0 5 10 15 20 25 30 35 0 5 10 15 20 25 30 35 1+00 1+20 1+40 1+60 1+80EXIST 2"GEXIST 12"SD(ABAN)EXIST 8"SSEXIST 12"WEXIST 3"TEXIST T DUCT35 LF 12" PP @ SLP=0.51% EXIST CB #69591 IE(IN)6"(N)=28.50 IE(IN)4"(E)=28.80 IE(OUT)12"(S)=28.70 RIM=30.76 48'' SDMH #56 IE(IN)12"(N)=28.60 IE(IN)4"(SE)=29.00 IE(OUT)12"(W)=23.80 RIM=30.34 48'' SDMH #33 IE(IN)24"(N)=20.63 IE(IN)12"(W)=25.14 IE(IN)12"(E)=23.62 IE(OUT)24"(S)=20.63 STA F7+67, 14' RT RIM=30.69 CB #42 IE(OUT)12"(E)=25.22 RIM=30.22 7 LF 12" PP SD @ SLP=1.09% 13 LF 12" DI SD @ SLP=0.77% (EXIST) (EXIST) (ABAN) 5 10 15 20 25 30 35 40 5 10 15 20 25 30 35 40 1+00 1+20 1+40 1+60 48'' SDMH #51 IE(OUT)12"(W)=24.70 RIM=31.61 38 LF 12" PP SD @ SLP=0.50% 48'' SDMH #32 IE(IN)18"(N)=22.18 IE(IN)12"(W)=23.20 IE(IN)12"(E)=24.51 IE(OUT)18"(S)=22.18 STA F4+47, 16' RT RIM=31.84PROP 8"SS &EXIST 10"SSPROP 12"WEXIST 3"TEXIST T DUCTEXIST 8"W(ABAN)(EXIST) 0 5 10 15 20 25 30 35 0 5 10 15 20 25 30 35 1+00 1+20 1+40 1+60 EXIST SDMH #26853 IE(IN)12"(S)=22.10 IE(IN)12"(N)=27.40 IE(IN)12"(S)=25.20 IE(IN)4"(SE)=28.10 IE(OUT)12"(N)=23.48 STA F6+11, 17' RT RIM=31.45 23 LF 12" DI SD @ SLP=7.63% 48'' SDMH #14 IE(IN)18"(N)=21.72 IE(IN)12"(S)=21.72 IE(IN)12"(NW)=26.80 IE(OUT)18"(SE)=21.72 STA F5+88, 17' RT RIM=31.04 CB #17 IE(OUT)12"(SE)=26.85 RIM=30.78 4 LF 12" PP SD @ SLP=1.00%EXIST UGP(SW)=25.20 (NW)=27.40(ABAN) (ABAN) 18-2251 SD-43 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 LATERAL DRAINAGE PROFILES - 4 SEO BAW TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-SD-LATERALS.dwg SD-43 3/6/2020 11:07 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 SCALE: 1"=20' HORIZ, 1"=5' VERT CB #44 TO SDMH #34 SCALE: 1"=20' HORIZ, 1"=5' VERT SDMH #35 TO SDMH #53 SCALE: 1"=20' HORIZ, 1"=5' VERT CB #42 TO EXIST CB #69591 SCALE: 1"=20' HORIZ, 1"=5' VERT SDMH #32 TO SDMH #51 SCALE: 1"=20' HORIZ, 1"=5' VERT CB #17 TO EXIST SDMH #26853 SCALE: 1"=20' HORIZ, 1"=5' VERT CB #46 TO SDMH #52 7676759777756 5 10 15 20 25 30 35 40 5 10 15 20 25 30 35 40 1+00 1+20 1+40 1+60EXIST 12"WCB #52 IE(OUT)12"(N)=26.83 RIM=29.00 34 LF 12" DI SD @ SLP=0.50% 18 LF 12" PP SD @ SLP=0.33%EXIST 2"G48'' SDMH #37 IE(IN)12"(S)=26.66 IE(IN)12"(N)=25.95 IE(OUT)12"(W)=19.70 STA F12+03, 26' LT RIM=29.97 CB #50 IE(OUT)12"(S)=26.01 RIM=29.01 0 5 10 15 20 25 30 35 0 5 10 15 20 25 30 35 1+00 1+20 1+40 1+60EXIST 16"WEXIST TEXIST 12"SSEXIST 12"SD (ABAN)35 LF 12" PP SD @ SLP=0.51% 48'' SDMH #55 IE(OUT)12"(W)=21.83 RIM=28.60 60'' SDMH #40 IE(IN)36"(N)=18.78 IE(IN)12"(W)=23.60 IE(IN)12"(E)=21.65 IE(OUT)36"(S)=18.78 STA F13+65, 14' RT RIM=29.55 CB #54 IE(OUT)12"(E)=23.76 RIM=28.76 8 LF 12" PP SD @ SLP=2.00% 0 5 10 15 20 25 30 35 0 5 10 15 20 25 30 35 1+00 1+20 1+40 1+60EXIST TEXIST 12"SSEXIST 16"WEXIST 12"SD (ABAN)60'' SDMH #41 IE(IN)36"(N)=18.41 IE(IN)12"(W)=22.91 IE(IN)8"(E)=26.18 IE(OUT)36"(S)=18.41 STA F15+11, 13' RT RIM=28.93 CB #56 IE(OUT)12"(E)=23.31 RIM=28.31 CB #55 IE(OUT)8"(W)=26.35 RIM=28.13 34 LF 8" DI SD @ SLP=0.50% 8 LF 12" PP SD @ SLP=4.83% 5 10 15 20 25 30 35 40 5 10 15 20 25 30 35 40 1+00 1+20 1+40 1+60 CB #57 IE(OUT)12"(W)=29.00 RIM=32.60 CB #59 IE(OUT)12"(NE)=30.51 RIM=32.63 5 LF 12" PP SD @ SLP=1.00% 39 LF 12" DI SD @ SLP=0.33% CB #58 IE(IN)12"(SW)=30.38 IE(IN)12"(E)=28.95 IE(OUT)12"(S)=27.72 RIM=32.73EXIST 1.25"GEXIST 12"WPROP 8" SSIE=18.25 10 15 20 25 30 35 40 5 10 15 20 25 30 35 40 1+00 1+20 1+40 1+60EXIST 16"WEXIST TEXIST TEXIST 10"SSEXIST UGPEXIST 12"SD (ABAN)CB #49 IE(OUT)12"(E)=24.63 RIM=29.63 48'' SDMH #36 IE(IN)24"(N)=19.57 IE(IN)12"(E)=20.09 IE(IN)12"(W)=24.45 IE(OUT)24"(S)=19.57 STA F10+80, 14' RT RIM=30.10 48'' SDMH #54 IE(OUT)12"(W)=20.25 RIM=29.59 32 LF 12" PP SD @ SLP=0.50% 8 LF 12" PP SD @ SLP=2.26% 5 10 15 20 25 30 35 40 5 10 15 20 25 30 35 40 1+00 1+20 1+40 1+60EXIST TEXIST TEXIST 10"SSEXIST UGPEXIST 2"G54'' SDMH #38 IE(IN)24"(N)=19.15 IE(IN)12"(E)=19.48 IE(IN)12"(W)=24.27 IE(IN)18"(N)=22.00 IE(OUT)24"(S)=19.15 STA F12+04, 17' RT RIM=29.71 CB #51 IE(OUT)12"(E)=24.28 RIM=29.28 48'' SDMH #37 IE(IN)12"(S)=26.66 IE(IN)12"(N)=25.95 IE(OUT)12"(W)=19.70 RIM=29.97 44 LF 12" PP SD @ SLP=0.50% (NW)=22.00 (EXIST)EXIST 16"W18-2251 SD-44 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 LATERAL DRAINAGE PROFILES - 5 SEO BAW TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-SD-LATERALS.dwg SD-44 3/6/2020 11:07 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 SCALE: 1"=20' HORIZ, 1"=5' VERT CB #54 TO SDMH #55 SCALE: 1"=20' HORIZ, 1"=5' VERT CB #56 TO CB #55 SCALE: 1"=20' HORIZ, 1"=5' VERT CB #59 TO CB #57 SCALE: 1"=20' HORIZ, 1"=5' VERT CB #49 TO SDMH #54 SCALE: 1"=20' HORIZ, 1"=5' VERT CB #51 TO SDMH #37 SCALE: 1"=20' HORIZ, 1"=5' VERT CB #50 TO CB #5277117711 7777 5 10 15 20 25 30 35 40 5 10 15 20 25 30 35 40 1+00 1+20 1+40 1+60 CB #63 IE(OUT)12"(E)=30.60 RIM=33.19 48'' SDMH #45 IE(IN)12"(E)=27.67 IE(IN)12"(W)=30.43 IE(OUT)12"(S)=27.19 STA H3+59, 13' LT RIM=33.20 CB #62 IE(OUT)12"(W)=28.00 RIM=33.02 33 LF 12" DI SD @ SLP=0.51% 7 LF 12" PP SD @ SLP=5.00%EXIST 12"WEXIST 10"SD(ABAN)EXIST 2"G5 10 15 20 25 30 35 40 5 10 15 20 25 30 35 40 1+00 1+20 1+40PROP 8"SSEXIST 12"WEXIST SD (ABAN)EXIST 2"G33 LF 12" DI SD @ SLP=0.51% 48'' SDMH #46 IE(IN)12"(N)=26.94 IE(IN)12"(W)=30.73 IE(OUT)12"(S)=26.94 STA H4+10, 14' LT RIM=33.35 CB #64 IE(OUT)12"(E)=30.90 RIM=33.11 5 10 15 20 25 30 35 40 5 10 15 20 25 30 35 40 1+00 1+20 1+40 1+60PROP 8"SSEXIST 2"GEXIST 12"WEXIST SD (ABAN)33 LF 12" DI SD @ SLP=0.52% 6 LF 12" PP SD @ SLP=5.00% CB #29 IE(OUT)12"(E)=31.20 RIM=33.23 48'' SDMH #24 IE(IN)12"(N)=26.56 IE(IN)12"(W)=31.03 IE(IN)12"(E)=27.49 IE(OUT)12"(S)=26.56 STA H4+85, 13' LT RIM=33.29 CB #30 IE(OUT)12"(W)=27.81 RIM=32.79 20 25 30 35 40 45 50 55 20 25 30 35 40 45 50 55 1+00 1+20 1+40 1+60 CB #66 IE(IN)12"(E)=41.40 IE(OUT)12"(N)=41.40 STA L4+60, 17' RT RIM=44.95 CB #67 IE(IN)12"(S)=41.57 IE(OUT)12"(W)=41.57 STA L4+60, 16' LT RIM=45.07 33 LF 12" PP SD @ SLP=0.52%PROP 12"WEXIST 66"W (SPU)PROP 12" SS5 10 15 20 25 30 35 40 5 10 15 20 25 30 35 40 1+00 1+20 1+40EXIST 1.25"GEXIST 12"WPROP 8"SS &EXIST 8"SS30 LF 12" DI SD @ SLP=0.50% 6 LF 12" PP SD @ SLP=5.00% CB #60 IE(OUT)12"(W)=27.40 RIM=32.40 48'' SDMH #44 IE(IN)12"(N)=26.59 IE(IN)12"(E)=27.10 IE(IN)12"(W)=30.24 IE(OUT)12"(S)=26.59 STA G4+09, 10' LT RIM=32.67 CB #61 IE(OUT)12"(E)=30.39 RIM=32.39 5 10 15 20 25 30 35 40 5 10 15 20 25 30 35 40 1+00 1+20 1+40 CB #22 IE(OUT)12"(E)=30.14 RIM=32.14 48'' SDMH #20 IE(IN)12"(N)=24.80 IE(IN)12"(E)=27.14 IE(IN)12"(W)=29.99 IE(OUT)12"(S)=24.80 STA G5+19, 10' LT RIM=32.61 CB #23 IE(OUT)12"(W)=27.41 RIM=32.39 5 LF 12" PP SD @ SLP=5.00% 30 LF 12" DI SD @ SLP=0.51%EXIST 2"GEXIST 12"WPROP 8"SS &EXIST 8"SSEXIST W (ABAN)18-2251 SD-45 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 LATERAL DRAINAGE PROFILES - 6 SEO BAW TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-SD-LATERALS.dwg SD-45 3/6/2020 11:07 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 SCALE: 1"=20' HORIZ, 1"=5' VERT CB #64 TO SDMH #46 SCALE: 1"=20' HORIZ, 1"=5' VERT SDMH #66 TO CB #67 SCALE: 1"=20' HORIZ, 1"=5' VERT CB #29 TO CB #30 SCALE: 1"=20' HORIZ, 1"=5' VERT CB #61 TO CB #60 SCALE: 1"=20' HORIZ, 1"=5' VERT CB #22 TO CB #23 SCALE: 1"=20' HORIZ, 1"=5' VERT CB #63 TO CB #6293338 66 20 25 30 35 40 45 50 55 20 25 30 35 40 45 50 55 1+00 1+20 48'' SDMH #48 IE(IN)30"(W)=39.10 IE(IN)12"(S)=41.79 IE(OUT)12"(E)=38.80 STA K3+55, 9' RT RIM=45.37 CB #68 IE(OUT)12"(N)=41.85 RIM=45.09 11 LF 12" PP SD @ SLP=0.57% (EXIST) 20 25 30 35 40 45 50 55 20 25 30 35 40 45 50 55 1+00 1+20 1+40 1+60 1+80 CB #69 IE(IN)6"(E)=42.20 IE(OUT)8"(S)=42.20 RIM=44.93 CB #70 IE(IN)8"(N)=42.10 IE(OUT)8"(E)=42.10 RIM=45.04 CB #71 IE(IN)12"(S)=42.17 IE(IN)8"(W)=42.00 IE(OUT)12"(N)=42.00 RIM=45.23 32 LF 8" C900 @ SLP=0.31%28 LF 8" C900 @ SLP=0.36%PROP 12"WPROP 12" SSEXIST SSEXIST SSEXIST 66"W (SPU)(EXIST) 20 25 30 35 40 45 50 55 20 25 30 35 40 45 50 55 1+00 1+20 1+40 1+60 32 LF 8" C900 @ SLP=0.52% CB#72 IE(OUT)8"(E)=42.80 RIM=45.46 CB #73 IE(IN)8"(W)=42.63 IE(OUT)12"(N)=42.63 RIM=45.90PROP 12"WPROP 12"SSEXIST 66"W (SPU)18-2251 SD-46 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 LATERAL DRAINAGE PROFILES - 7 SEO BAW TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-SD-LATERALS.dwg SD-46 3/6/2020 11:07 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 SCALE: 1"=20' HORIZ, 1"=5' VERT SDMH #48 TO CB #68 SCALE: 1"=20' HORIZ, 1"=5' VERT SDMH #69 TO CB #71 SCALE: 1"=20' HORIZ, 1"=5' VERT SDMH #72 TO CB #73 ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••3 8 3 7 3 8 3 7 3 639383637 38 353 5 34 36 35 34 35 34 3 3 3 2 31333231293030 31 3233 3 4 37384 2 41 40 39 FIRE LANE 35 S 2ND ST CRPL#3 66" STL CRPL#1 66" STL CRPL#2 51.5" STL CRPL#3 66" STL CRPL#1 66" STL CRPL#2 51.5" STL CRPL#1 66" STL CRPL#2 51.5" STL CRPL#3 66" STL S 2ND ST •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• •••••••••••••••••••••••••••••••••••••••••••••••••••••••• •••• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• 14 EXIST G 12"DI W 12"DI WSTA A0+31, 28' LT SSMH #1 FURNISH & INSTALL: 1-48" DIA MH STA A0+75, 16' RT SSMH #2 FURNISH & INSTALL: 1-48" DIA MH STA A2+37, 16' RT SSMH #3 FURNISH & INSTALL: 1-48" DIA MH A0+00 A1+00 A2+00 A3+00 A4+00 8 " SD R 3 5 S S 8" C900 SS8" SDR 35 SS N3+00N4+00N4+008" C900 SS8" SDR 35 SS15 20 25 30 35 40 45 50 15 20 25 30 35 40 45 50 A0+00 A0+20 A0+40 A0+60 A0+80 A1+00 A1+20 A1+40 A1+60 A1+80 A2+00 A2+20 A2+40 A2+60 A2+80 A3+00 A3+20 A3+40 A3+60 A3+80 A4+00 A4+20 A4+40 A4+60 A4+80 161 LF 8" S D R 3 5 S S @ S L P = 3 . 4 % 339 LF 8" C900 SS @ SLP=0.4% 62 LF 8 " S D R 3 5 S S @ SLP = 4 . 3 % SSMH #2 IE(IN)8"(NW)=30.10 IE(OUT)8"(E)=30.00 STA A0+75, 16' RT RIM=39.74 SSMH #3 IE(IN)8"(W)=24.57 IE(IN)8"(N)=24.57 IE(OUT)8"(E)=24.47 STA A2+37, 16' RT RIM=33.75EXIST GEXIST 24"SDIE=21.0EXIST UGPEXIST W& PROPPROTECT W/ CLOSED CELL FOAM BLOCKEXIST UGP & TEXIST UGP & TSSMH #1 IE(IN)8"(W)=32.90 IE(OUT)8"(SE)=32.80 STA A0+31, 28' LT RIM=41.06 PLAN SCALE: 1"=20' 18-2251 SS-1 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 S 2ND ST SEWER PLAN & PROFILE STA A0+00 TO STA A4+80 JJM BAW TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-SS.dwg SS-1 3/6/2020 10:15 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 SCALE: 1"=20' HORIZ, 1"=5' VERT PROFILE SHEET NOTES: 1.SURVEY CONTROL NUMBER (#) SEE SHEET G-5 FOR SURVEY CONTROL POINT INFORMATION. 2.THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND TAKEN FROM UTILITY LOCATE MARKINGS, RECORD DRAWINGS, AND/OR OTHER AVAILABLE MAPPING. EXACT LOCATIONS OF ALL EXISTING UTILITIES MUST BE DETERMINED BY THE CONTRACTOR PRIOR TO AND DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR POTHOLING AND VERIFYING THE LOCATION, DEPTH, SIZE, MATERIAL AND CONFIGURATION OF THE EXISTING UTILITIES. 3.LOCATIONS OF SIDE SEWERS SHOWN ARE APPROXIMATE AND MAY NOT REFLECT ACTUAL LOCATIONS. 4.TYPICAL PAVEMENT RESTORATION, SEE RESTORATION SHEETS 5. FOR ADDITIONAL SANITARY SEWER NOTES, SEE SHEET G-4. EXIST GR @ ROW CL S 2ND ST MATCHLINE STA A4+80SEE SHEET SS-2MATCHLINE STA A4+80SEE SHEET SS-2RAINIER AVE S1.CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-5 2.AT UTILITY CROSSINGS MAINTAIN MINIMUM VERTICAL SEPARATION OF 18" FROM ALL OTHER UTILITIES, MEASURED WALL-TO-WALL. 3.PROTECT EXIST GAS & GAS SERVICES, PROVIDE SUPPORT DURING CONSTRUCTION 4.PROTECT EXIST WATER UTILITY PROVIDE SUPPORT DURING CONSTRUCTION 5.PROTECT EXIST SD AND/OR TEMPORARILY RELOCATE AND RESTORE EXIST SD AS NECESSARY 6.PROTECT EXIST SS, SSMH, & APPURTENANCES AS REQUIRED AND IN ACCORDANCE W/ SPECS 7.PROTECT EXIST UNDERGROUND POWER & TELECOMMUNICATION, PROVIDE SUPPORT DURING CONSTRUCTION 8.PROTECT OR REMOVE AND REPLACE SURVEY MONUMENT AS REQUIRED PER CITY STD DETAIL H031 FOR CONSTRUCTION 9.FURNISH AND INSTALL NEW SSMH AS SHOWN PER CITY STD DETAIL 400.1, 401, AND 106 10.FURNISH AND INSTALL NEW DROP SSMH AS SHOWN PER CITY STD DETAIL 400.1, 401, 402.2, AND 106 11.FURNISH AND INSTALL NEW SANITARY SEWER PIPE PER CITY STD DETAIL 405 12.INSTALL SIDE SEWER PER CITY STD DETAIL 406.1, 406.2, AND/OR 407 AND CO IF SHOWN 13.GROUT NEW PIPE INTO EXIST SSMH W/ SANDED ADAPTER AND RE-CHANNEL SSMH, SEE DETAIL 1, SHT SS-42 9.CONNECT EXIST PIPE TO NEW PIPE W/ FLEX CPLG, SEE DETAIL 2, SHT SS-42 1 2 3 4 5 6 7 8 10 11 12 13 14 1 3 13 1 13 2 15 5 4 72 TYP 10 10 12 TYP SIDE SEWER TABLE SIDE SEWER NO.*ADDRESS APPROX STATION AT MAIN 144 RAINIER AVE S A1+45 100 S 2ND ST A3+25 SIDE SEWER TABLE SIDE SEWER NO.*ADDRESS APPROX STATION AT MAIN 101 S 2ND ST SEE SS-13 *SS NO. SPECIFIC TO THIS SHEET 1 2398 LF 8" CIPP SSCONSTRUCTION NOTES 10 10 LAKE AVE S6 TYP 8 FOR CONTINUATION SEE SHEET SS-27 15 10 17181819SSMH #37 SEE SHT SS-27 10 SPU ROW •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• 31 31 31 31 32 32 3 3 32 32 3 2 31 32 32 32 NO PARKING FIRE LAN E NO PARKINGNO PARKING FIRE LANENO PARKING FIRE LANESTOP NO PARKINGNO PARKINGNO PARKING FIRE LANE32 3231 CRPL#3 66" STL CRPL#2 51.5" STL CRPL#3 66" STL CRPL#1 66" STL S 2ND ST •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• 12" C 9 0 0 S D 12"DI W 12"DI W STA A5+75, 15' RT SSMH #4 FURNISH & INSTALL: 1-48" DIA MH E2+00 E3+00 A5+00 A6+00 A7+00 A8+00 A9+00 8" C900 SS 8" C900 SS 8" SIDE SEWER10 15 20 25 30 35 40 45 10 15 20 25 30 35 40 45 A4+80 A5+00 A5+20 A5+40 A5+60 A5+80 A6+00 A6+20 A6+40 A6+60 A6+80 A7+00 A7+20 A7+40 A7+60 A7+80 A8+00 A8+20 A8+40 A8+60 A8+80 A9+00 A9+20 A9+40 A9+60 394 LF 8" C900, RESTR SS @ SLP=0.4% SSMH #4 IE(IN)8"(W)=23.10 IE(OUT)8"(E)=23.00 IE(IN)8"(N)=23.10 STA A5+75, 15' RT RIM=30.83EXIST GEXIST TEXIST TEXIST UGPEXIST 12"SDIE=26.9EXIST TPROP 12"WEXIST UGPPROP FHPLAN SCALE: 1"=20' 18-2251 SS-2 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 S 2ND ST SEWER PLAN & PROFILE STA A4+80 TO STA A9+60 JJM BAW TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-SS.dwg SS-2 3/6/2020 10:15 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 SCALE: 1"=20' HORIZ, 1"=5' VERT PROFILE EXIST GR @ ROW CL S 2ND ST MATCHLINE STA A4+80SEE SHEET SS-1MATCHLINE STA A9+60SEE SHEET SS-3MATCHLINE STA A4+80SEE SHEET SS-1MATCHLINE STA A9+60SEE SHEET SS-3SHEET NOTES: 1.SURVEY CONTROL NUMBER (#) SEE SHEET G-5 FOR SURVEY CONTROL POINT INFORMATION. 2.THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND TAKEN FROM UTILITY LOCATE MARKINGS, RECORD DRAWINGS, AND/OR OTHER AVAILABLE MAPPING. EXACT LOCATIONS OF ALL EXISTING UTILITIES MUST BE DETERMINED BY THE CONTRACTOR PRIOR TO AND DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR POTHOLING AND VERIFYING THE LOCATION, DEPTH, SIZE, MATERIAL AND CONFIGURATION OF THE EXISTING UTILITIES. 3.LOCATIONS OF SIDE SEWERS SHOWN ARE APPROXIMATE AND MAY NOT REFLECT ACTUAL LOCATIONS. 4.TYPICAL PAVEMENT RESTORATION SEE RESTORATION SHEETS. 5. FOR ADDITIONAL SANITARY SEWER NOTES, SEE SHEET G-4. 10 12 TYP 1 3 5 8 2 TYP SIDE SEWER TABLE SIDE SEWER NO.*ADDRESS APPROX STATION AT MAIN 200 S 2ND ST A5+75 203 S 2ND ST SEE SS-14 1 SSMH 2146 10 1.CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-5 2.AT UTILITY CROSSINGS MAINTAIN MINIMUM VERTICAL SEPARATION OF 18" FROM ALL OTHER UTILITIES, MEASURED WALL-TO-WALL. 3.PROTECT EXIST GAS & GAS SERVICES, PROVIDE SUPPORT DURING CONSTRUCTION 4.PROTECT EXIST WATER UTILITY PROVIDE SUPPORT DURING CONSTRUCTION 5.PROTECT EXIST SD AND/OR TEMPORARILY RELOCATE AND RESTORE EXIST SD AS NECESSARY 6.PROTECT EXIST UNDERGROUND POWER & TELECOMMUNICATION, PROVIDE SUPPORT DURING CONSTRUCTION 7.PROTECT OR REMOVE AND REPLACE SURVEY MONUMENT PER CITY STD DETAIL H031 AS REQUIRED FOR CONSTRUCTION 8.PROTECT OR REMOVE AND REPLACE TRAFFIC DETECTION LOOP 9.FURNISH AND INSTALL NEW SSMH AS SHOWN PER CITY STD DETAIL 400.1, 401, AND 106 10.FURNISH AND INSTALL NEW SANITARY SEWER PIPE PER CITY STD DETAIL 405 11.INSTALL SIDE SEWER PER CITY STD DETAIL 406.1, 406.2, AND/OR 407 AND CO IF SHOWN 1 2 3 4 5 7 8 9 10 12 13 CONSTRUCTION NOTES*SS NO. SPECIFIC TO THIS SHEET 131 7 TYP TYP 8 PROTECT NEW WATER LINE AS NECESSARY DURING CONSTRUCTION 2223CONSTRUCT SIDE SEWER THROUGH ABANDONED VAULT, POTHOLE TO LOCATE NORTH/SOUTH LIMITS OF VAULT PRIOR TO CONSTRUCTION, PROVIDE SHORING IN VAULT AS NEEDED TO PREVENT VOIDS OR SETTLEMENT OF ROADWAY, COORDINATE SCHEDULE FOR THIS WORK WITH CITY SPU ROW SPU PROPERTY AT&T CRITICAL FIBER OPTIC PROTECT-IN-PLACE PER 1-07.17 •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••32 33 33 33 34 33 34 34 33 34 34 33 3333 32 NO PARKING FIRE LANECRPL #3 66" STL CRPL#3 66" STL CRPL#3 66" STL WHITWORTH AVE SS 2ND ST S 2ND ST 12" C900 SD15" PP SD 12" C 9 0 0 S D 12" PP SD 12" C900 SD12" C900 SD8" D I S D 12"DI W12"DI W 12"DI W12"DI W12"DI W STA A9+72, 12' LT SSMH #5 FURNISH & INSTALL: 1-48" DIA MH STA A9+72, 28' RT SSMH #6 FURNISH & INSTALL: 1-48" DIA MH STA A12+87, 29' RT SSMH #7 FURNISH & INSTALL: 1-48" DIA MHF1+00G0+00A10+00 A11+00 A12+00 A13+00 A14+00 8" SDR 35 SS 8" C900 SS8" SDR 35 SS 5 10 15 20 25 30 35 40 5 10 15 20 25 30 35 40 A9+60 A9+80 A10+00 A10+20 A10+40 A10+60 A10+80 A11+00 A11+20 A11+40 A11+60 A11+80 A12+00 A12+20 A12+40 A12+60 A12+80 A13+00 A13+20 A13+40 A13+60 A13+80 A14+00 A14+20 A14+40 315 LF 8" SDR 35 SS @ SLP=0.4%331 LF 8" C900 SS @ SLP= 1 . 6 % SSMH #7 IE(IN)8"(W)=19.21 IE(IN)8"(E)=19.21 IE(OUT)8"(S)=19.11 STA A12+87, 29' RT RIM=33.23 SSMH #6 IE(IN)8"(N)=20.64 IE(IN)8"(S)=20.87 IE(OUT)8"(E)=20.54 STA A9+72, 28' RT RIM=32.51 SSMH #5 IE(IN)8"(W)=21.42 IE(OUT)8"(S)=20.80 IE(OUT)15"(E)=20.80 STA A9+72, 12' LT RIM=32.39 EXIST WSEXIST UGPEXIST UGPEXIST UGPEXIST UGPEXIST WEXIST TPROP & EXIST WEXIST TPROP 12"W(BEHIND) (FUTURE) (FUTURE)PROP 12"SDIE=30.2EXIST UGPPROP 12"SDIE=30.2PROP 12"SDIE=29.4PLAN SCALE: 1"=20' 18-2251 SS-3 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 S 2ND ST SEWER PLAN & PROFILE STA A9+60 TO STA A14+40 JJM BAW TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-SS.dwg SS-3 3/6/2020 10:15 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 SCALE: 1"=20' HORIZ, 1"=5' VERT PROFILE 7 9 EXIST GR @ ROW CL SSMH #26, SEE SHT SS-15 S 2ND ST MATCHLINE STA A9+60SEE SHEET SS-2MATCHLINE STA A14+40SEE SHEET SS-4MATCHLINE STA A9+60SEE SHEET SS-2MATCHLINE STA A14+40SEE SHEET SS-4WHITWORTHAVE SSHATTUCKAVE SFOR CONTINUATION SEE SHEET SS-19 1 7 42 TYP 12 TYP 10 10 10 SIDE SEWER TABLE SIDE SEWER NO.*ADDRESS APPROX STATION AT MAIN 305 S 2ND ST SEE SS-15 309 S 2ND ST SEE SS-15 315 S 2ND ST SEE SS-15 SIDE SEWER TABLE SIDE SEWER NO.*ADDRESS APPROX STATION AT MAIN 319 S 2ND ST SEE SS-15 321 S 2ND ST SEE SS-15 400 S 2ND ST NIC FOR CONTINUATION SEE SHEET SS-15 10 10 SHEET NOTES: 1.SURVEY CONTROL NUMBER (#) SEE SHEET G-5 FOR SURVEY CONTROL POINT INFORMATION. 2.THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND TAKEN FROM UTILITY LOCATE MARKINGS, RECORD DRAWINGS, AND/OR OTHER AVAILABLE MAPPING. EXACT LOCATIONS OF ALL EXISTING UTILITIES MUST BE DETERMINED BY THE CONTRACTOR PRIOR TO AND DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR POTHOLING AND VERIFYING THE LOCATION, DEPTH, SIZE, MATERIAL AND CONFIGURATION OF THE EXISTING UTILITIES. 3.LOCATIONS OF SIDE SEWERS SHOWN ARE APPROXIMATE AND MAY NOT REFLECT ACTUAL LOCATIONS. 4.TYPICAL PAVEMENT RESTORATION SEE RESTORATION SHEETS. 5. FOR ADDITIONAL SANITARY SEWER NOTES, SEE SHEET G-4. 1.CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-5 2.AT UTILITY CROSSINGS MAINTAIN MINIMUM VERTICAL SEPARATION OF 18" FROM ALL OTHER UTILITIES, MEASURED WALL-TO-WALL. 3.PROTECT EXIST WATER UTILITY PROVIDE SUPPORT DURING CONSTRUCTION 4.PROTECT EXIST SD AND/OR TEMPORARILY RELOCATE AND RESTORE EXIST SD AS NECESSARY 5.PROTECT EXIST SS, SSMH, & APPURTENANCES AS REQUIRED AND IN ACCORDANCE W/ SPECS 6.PROTECT EXIST UNDERGROUND POWER & TELECOMMUNICATION, PROVIDE SUPPORT DURING CONSTRUCTION 7.PROTECT OR REMOVE AND REPLACE TRAFFIC DETECTION LOOP 8.FURNISH AND INSTALL NEW SSMH AS SHOWN PER CITY STD DETAIL 400.1, 401, AND 106 9.FURNISH AND INSTALL NEW SANITARY SEWER PIPE PER CITY STD DETAIL 405 10.CONNECT EXIST PIPE TO NEW PIPE W/ FLEX CPLG, SEE DETAIL 2, SHT SS-42 1 2 4 5 6 7 9 10 12 15 CONSTRUCTION NOTES *SS NO. SPECIFIC TO THIS SHEET TYP 615 TYP TYP 5 TYP 8" C900 SS2526SPU PROPERTY AT&T CRITICAL FIBER OPTIC, PROTECT-IN-PLACE PER 1-07.17 ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••33 3 4 34 34 353535 36 36 3635 3534 34 333333 CRPL #3 66" STL CRPL #3 66" STL S 2ND ST S 2ND ST S 2ND ST ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••12"C900 SD12" PP SD 8"DI SD12"C900 SDSTA A18+48, 53' RT SSMH #10 FURNISH & INSTALL: 1-48" DIA MH STA A17+20, 21' RT SSMH #9 FURNISH & INSTALL: 1-48" DIA MH STA A16+18, 29' RT SSMH #8 FURNISH & INSTALL: 1-48" DIA MHH0+00A15+00 A16+00 A17+00 A18+00 A19+00 8" C9 0 0 S S 8" C900 SS 8" C900 SS 8" SDR 35 SS10 15 20 25 30 35 40 45 10 15 20 25 30 35 40 45 A14+40 A14+60 A14+80 A15+00 A15+20 A15+40 A15+60 A15+80 A16+00 A16+20 A16+40 A16+60 A16+80 A17+00 A17+20 A17+40 A17+60 A17+80 A18+00 A18+20 A18+40 A18+60 A18+80 A19+00 A19+20 103 LF 8" C900 SS @ S L P = 2 . 3 % 131 LF 8" C900 SS @ SLP=0.8% SSMH #8 IE(IN)8"(E)=24.53 IE(IN)8"(S)=24.53 IE(OUT)8"(W)=24.43 STA A16+18, 29' RT RIM=33.78 SSMH #9 IE(IN)8"(E)=26.97 IE(OUT)8"(W)=26.87 STA A17+20, 21' RT RIM=34.74 SSMH #10 IE(IN)6"(S)=28.26 IE(OUT)8"(W)=27.99 STA A18+48, 53' RT RIM=35.99EXIST SS (TO BE ABAN)PROP & EXIST SDIE=30.4EXIST GEXIST WEXIST GEXIST UGP, T & COMEXIST UGP, T & COMEXIST WPLAN SCALE: 1"=20' 18-2251 SS-4 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 S 2ND ST SEWER PLAN & PROFILE STA A14+40 TO STA A19+20 JJM BAW TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-SS.dwg SS-4 3/6/2020 10:15 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 SCALE: 1"=20' HORIZ, 1"=5' VERT PROFILE 2 EXIST GR @ ROW CL S 2ND STMATCHLINE STA A14+40SEE SHEET SS-3MATCHLINE STA A19+20SEE SHEET SS-5MATCHLINE STA A14+40SEE SHEET SS-3MATCHLINE STA A19+20SEE SHEET SS-5MORRIS AVE SFOR CONTINUATON SEE SHEET SS-21 TYP 5 3 15 4 1 12 TYP 10 10 10 SIDE SEWER TABLE SIDE SEWER NO.*ADDRESS APPROX STATION AT MAIN 419 S 2ND ST A14+44 507 S 2ND ST SEE SS-21 SIDE SEWER TABLE SIDE SEWER NO.*ADDRESS APPROX STATION AT MAIN 511 S 2ND ST A17+80 513 S 2ND ST A18+48 SSMH #10 1 2 3 SHEET NOTES: 1.SURVEY CONTROL NUMBER (#) SEE SHEET G-5 FOR SURVEY CONTROL POINT INFORMATION. 2.THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND TAKEN FROM UTILITY LOCATE MARKINGS, RECORD DRAWINGS, AND/OR OTHER AVAILABLE MAPPING. EXACT LOCATIONS OF ALL EXISTING UTILITIES MUST BE DETERMINED BY THE CONTRACTOR PRIOR TO AND DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR POTHOLING AND VERIFYING THE LOCATION, DEPTH, SIZE, MATERIAL AND CONFIGURATION OF THE EXISTING UTILITIES. 3.LOCATIONS OF SIDE SEWERS SHOWN ARE APPROXIMATE AND MAY NOT REFLECT ACTUAL LOCATIONS. 4.TYPICAL PAVEMENT RESTORATION SEE RESTORATION SHEETS. 5. FOR ADDITIONAL SANITARY SEWER NOTES, SEE SHEET G-4. 1.CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-5 2.AT UTILITY CROSSINGS MAINTAIN MINIMUM VERTICAL SEPARATION OF 18" FROM ALL OTHER UTILITIES, MEASURED WALL-TO-WALL. 3.PROTECT EXIST GAS & GAS SERVICES, PROVIDE SUPPORT DURING CONSTRUCTION 4.PROTECT EXIST WATER UTILITY PROVIDE SUPPORT DURING CONSTRUCTION 5.PROTECT EXIST SD AND/OR TEMPORARILY RELOCATE AND RESTORE EXIST SD AS NECESSARY 6.PROTECT EXIST UNDERGROUND POWER & TELECOMMUNICATION, PROVIDE SUPPORT DURING CONSTRUCTION 7.FURNISH AND INSTALL NEW SSMH AS SHOWN PER CITY STD DETAIL 400.1, 401, AND 106 8.FURNISH AND INSTALL NEW SANITARY SEWER PIPE PER CITY STD DETAIL 405 9.INSTALL SIDE SEWER PER CITY STD DETAIL 406.1, 406.2, AND/OR 407 AND CO IF SHOWN 1 2 3 4 5 7 10 12 13 CONSTRUCTION NOTES *SS NO. SPECIFIC TO THIS SHEET 2 313 13TYP TYP 7 TYP 10 10 10 REMOVE BLOCK WALL 1 13 27282929SPU PROPERTY ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••37 37 37373737 37 38 3839 39 37 38 373937CRPL #3 66" STL CRPL #3 66" STL CRPL #3 66" STL BURNETT AVE SLOGAN AVE SLOGAN AVE SS 2ND ST S 2ND ST•••••••••••••••••••••••••CRPL #3 66" STL 8"SS STA A19+95, 5' LT SSMH #11 FURNISH & INSTALL: 1-48" DIA MH STA A23+18, 5' LT SSMH #12 FURNISH & INSTALL: 1-72" DIA MH A23+40 A20+00 A21+00 A22+00 A23+008" C900 SS 12" C900 SS15 20 25 30 35 40 45 50 15 20 25 30 35 40 45 50 A19+20 A19+40 A19+60 A19+80 A20+00 A20+20 A20+40 A20+60 A20+80 A21+00 A21+20 A21+40 A21+60 A21+80 A22+00 A22+20 A22+40 A22+60 A22+80 A23+00 A23+20 A23+40 323 LF 8" C900 SS @ SLP=0.4% SSMH #12 IE(IN)8"(W)=28.41 IE(IN)12"(E)=32.00 IE(IN)8"(S)=32.00 IE(OUT)12"(N)=28.31 STA A23+18, 5' LT RIM=38.74 SSMH #11 IE(IN)8"(S)=30.20 IE(OUT)8"(E)=29.80 STA A19+95, 5' LT RIM=37.22EXIST W (SPU)EXIST UGP, T & COMEXIST SS108" KC INTERCEPTORIE=4.0EXIST WEXIST UGPEXIST WPLAN SCALE: 1"=20' 18-2251 SS-5 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 S 2ND ST SEWER PLAN & PROFILE STA A19+20 TO STA A23+40 JJM BAW TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-SS.dwg SS-5 3/6/2020 10:15 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 SCALE: 1"=20' HORIZ, 1"=5' VERT PROFILE 1 EXIST GR @ ROW CL SSMH #31, SEE SHT SS-22 S 2ND ST MATCHLINE STA A19+20SEE SHEET SS-4MATCHLINE STA A19+20SEE SHEET SS-4LOGAN AVE SBURNETT AVE S10 11 12 TYP 74 3 KING COUNTY INTERCEPTOR TIE-IN, SEE DET SHT SS-40 SIDE SEWER TABLE SIDE SEWER NO.*ADDRESS APPROX STATION AT MAIN 526 S 2ND ST NIC 205 LOGAN AVE S NIC SIDE SEWER TABLE SIDE SEWER NO.*ADDRESS APPROX STATION AT MAIN 655 S 2ND AVE NIC 150 LOGAN AVE S NIC SHEET NOTES: 1.SURVEY CONTROL NUMBER (#) SEE SHEET G-5 FOR SURVEY CONTROL POINT INFORMATION. 2.THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND TAKEN FROM UTILITY LOCATE MARKINGS, RECORD DRAWINGS, AND/OR OTHER AVAILABLE MAPPING. EXACT LOCATIONS OF ALL EXISTING UTILITIES MUST BE DETERMINED BY THE CONTRACTOR PRIOR TO AND DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR POTHOLING AND VERIFYING THE LOCATION, DEPTH, SIZE, MATERIAL AND CONFIGURATION OF THE EXISTING UTILITIES. 3.LOCATIONS OF SIDE SEWERS SHOWN ARE APPROXIMATE AND MAY NOT REFLECT ACTUAL LOCATIONS. 4.TYPICAL PAVEMENT RESTORATION SEE RESTORATION SHEETS. 5. FOR ADDITIONAL SANITARY SEWER NOTES, SEE SHEET G-4. 1.CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-5 2.AT UTILITY CROSSINGS MAINTAIN MINIMUM VERTICAL SEPARATION OF 18" FROM ALL OTHER UTILITIES, MEASURED WALL-TO-WALL. 3.PROTECT EXIST GAS & GAS SERVICES, PROVIDE SUPPORT DURING CONSTRUCTION 4.PROTECT EXIST WATER UTILITY PROVIDE SUPPORT DURING CONSTRUCTION 5.PROTECT EXIST SS, SSMH, & APPURTENANCES AS REQUIRED AND IN ACCORDANCE W/ SPECS 6.PROTECT EXIST UNDERGROUND POWER & TELECOMMUNICATION, PROVIDE SUPPORT DURING CONSTRUCTION 7.PROTECT OR REMOVE AND REPLACE SURVEY MONUMENT PER CITY STD DETAIL H031 AS REQUIRED FOR CONSTRUCTION 8.PROTECT OR REMOVE AND REPLACE TRAFFIC DETECTION LOOP 9.FURNISH AND INSTALL NEW SSMH AS SHOWN PER CITY STD DETAIL 400.1, 401, AND 106 10.FURNISH AND INSTALL NEW DROP SSMH AS SHOWN PER CITY STD DETAIL 400.1, 401, 402.2, AND 106 11.FURNISH AND INSTALL NEW SANITARY SEWER PIPE PER CITY STD DETAIL 405 12.CONNECT EXIST PIPE TO NEW PIPE W/ FLEX CPLG, SEE DETAIL 2, SHT SS-42 1 2 3 4 6 7 8 9 10 11 12 15 CONSTRUCTION NOTES 11 10 *SS NO. SPECIFIC TO THIS SHEET 15 6 TYP TYPTYPTYP 15 2 89 12" C900 SSSUPPORT SPU WATER IN PLACE, DO NOT ALLOW EXIST PEA GRAVEL BACKFILL TO UNRAVEL, BACKFILL PIPE BEDDING PER SPU STD PLAN 350 •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• •••••••••••••••••••••••••••••••• 33 32 34 33 32 31 30 323131SW SUNSET BLVD ••••••••••••••••••••••••••••••••••••••••••••••••• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••STA C2+56, 37' LT SSMH #13 FURNISH & INSTALL: 1-60" DIA MH STA C3+06, 4' RT SSMH #14 FURNISH & INSTALL: 1-60" DIA MH C0+00 C1+00 C2+00 C3+00 C4+00 18" C900 SS 2 4 " C 9 0 0 S S 24" C900 SS SAN SWR-ALIGN C 5 10 15 20 25 30 35 40 5 10 15 20 25 30 35 40 C0+00 C0+20 C0+40 C0+60 C0+80 C1+00 C1+20 C1+40 C1+60 C1+80 C2+00 C2+20 C2+40 C2+60 C2+80 C3+00 C3+20 C3+40 C3+60 C3+80 C4+00 C4+20 C4+40 C4+60 C4+80 SSMH #14 IE(IN)24"(NW)=22.42 IE(OUT)24"(E)=22.32 STA C3+06, 4' RT RIM=31.95 250 LF 18" C900 S S @ S L P = 2 . 0 % 280 LF 24" C900 SS @ SLP=1.1% SSMH 14142 (MH2182) IE(IN)12"(W)MATCH EXIST, APPROX=28.80 IE(OUT)18"(E)=28.80 STA C0+11, 28' LT RIM=33.25 SSMH #13 (MH2183) IE(IN)18"(W)=23.78 IE(IN)8"(N)=25.50 IE(OUT)24"(SE)=23.43 IE(OUT)12"(E)=25.50 STA C2+56, 37' LT RIM=32.19 EXIST WEXIST FOEXIST WEXIST GEXIST W65 LF 24" C900 SS @ SLP=1.6%EXIST FOEXIST TEXIST CATVEXIST GASEXIST UGPPLAN SCALE: 1"=20' 18-2251 SS-6 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 S 3RD ST SEWER PLAN & PROFILE STA C0+00 TO STA C4+80 JJM BAW TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-SS.dwg SS-6 3/6/2020 10:15 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 SCALE: 1"=20' HORIZ, 1"=5' VERT PROFILE 14 30" CL 50 DI PIPE CASING WITH ZINC COATING THROUGH CULVERT, SEE SHT SS-50 S 3RD ST MATCHLINE STA C4+80SEE SHEET SS-7MATCHLINE STA C4+80SEE SHEET SS-7RAINIERAVE SSW SUNSET BLV D 15 1 5 4 2 TYP 7 3CULVERT ACCESS VAULT, SEE SHT SD-50 12 TYP 10 SIDE SEWER TABLE SIDE SEWER NO.*ADDRESS APPROX STATION AT MAIN 275 RAINIER AVE S NIC 101 SW SUNSET BLVD NIC SIDE SEWER TABLE SIDE SEWER NO.*ADDRESS APPROX STATION AT MAIN 53 SW SUNSET BLVD NIC 307 RAINIER AVE S NIC SSMH 2183 EXIST GR @ ROW CL SHEET NOTES: 1.SURVEY CONTROL NUMBER (#) SEE SHEET G-5 FOR SURVEY CONTROL POINT INFORMATION. 2.THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND TAKEN FROM UTILITY LOCATE MARKINGS, RECORD DRAWINGS, AND/OR OTHER AVAILABLE MAPPING. EXACT LOCATIONS OF ALL EXISTING UTILITIES MUST BE DETERMINED BY THE CONTRACTOR PRIOR TO AND DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR POTHOLING AND VERIFYING THE LOCATION, DEPTH, SIZE, MATERIAL AND CONFIGURATION OF THE EXISTING UTILITIES. 3.LOCATIONS OF SIDE SEWERS SHOWN ARE APPROXIMATE AND MAY NOT REFLECT ACTUAL LOCATIONS. 4.TYPICAL PAVEMENT RESTORATION SEE RESTORATION SHEETS. 5. FOR ADDITIONAL SANITARY SEWER NOTES, SEE SHEET G-4. 1.CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-5 2.AT UTILITY CROSSINGS MAINTAIN MINIMUM VERTICAL SEPARATION OF 18" FROM ALL OTHER UTILITIES, MEASURED WALL-TO-WALL. 3.PROTECT EXIST GAS & GAS SERVICES, PROVIDE SUPPORT DURING CONSTRUCTION 4.PROTECT EXIST WATER UTILITY PROVIDE SUPPORT DURING CONSTRUCTION 5.PROTECT EXIST SD AND/OR TEMPORARILY RELOCATE AND RESTORE EXIST SD AS NECESSARY 6.PROTECT EXIST SS, SSMH, & APPURTENANCES AS REQUIRED AND IN ACCORDANCE W/ SPECS 7.PROTECT EXIST UNDERGROUND POWER & TELECOMMUNICATION, PROVIDE SUPPORT DURING CONSTRUCTION 7.FURNISH AND INSTALL NEW SSMH AS SHOWN PER CITY STD DETAIL 400.1, 401, AND 106 8.FURNISH AND INSTALL NEW SANITARY SEWER PIPE PER CITY STD DETAIL 400.1, 405, AND 106 9.GROUT NEW PIPE INTO EXIST SSMH W/ SANDED ADAPTER AND RE-CHANNEL SSMH, SEE DETAIL 1, SHT SS-42 10.CONNECT EXIST PIPE TO NEW PIPE W/ FLEX CPLG, SEE DETAIL 2, SHT SS-42 1 2 3 4 5 6 7 10 12 14 15 CONSTRUCTION NOTES 10 *SS NO. SPECIFIC TO THIS SHEET FOR CONTINUATION SEE SHEET SS-28 6 TYP TYP 10 (ABAN) 10 TYP 3031 ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••32 32 3131 32 32 32 32 32STOPS 3RD ST 12" PP SD 12" PP SD12" PP SD 12" PP SD STA C5+86, 5' RT SSMH #15 FURNISH & INSTALL: 1-60" DIA MH STA C8+58, 6' RT SSMH #16 FURNISH & INSTALL: 1-60" DIA MH C5+00 C6+00 C7+00 C8+00 C9+00 24" C900 SS 21" SDR 35 SS 21" SDR 35 SS 5 10 15 20 25 30 35 40 5 10 15 20 25 30 35 40 C4+80 C5+00 C5+20 C5+40 C5+60 C5+80 C6+00 C6+20 C6+40 C6+60 C6+80 C7+00 C7+20 C7+40 C7+60 C7+80 C8+00 C8+20 C8+40 C8+60 C8+80 C9+00 C9+20 C9+40 C9+60 273 LF 21" SDR 35 SS @ SLP=0.1% SSMH #15 IE(IN)24"(W)=19.11 IE(IN)8"(N)=21.96 IE(OUT)21"(E)=19.01 STA C5+86, 5' RT RIM=31.49 SSMH #16 IE(IN)21"(W)=18.74 IE(OUT)21"(E)=18.64 STA C8+58, 6' RT RIM=31.92 269 LF 21" SDR 35 SS @ SLP=0.1%EXIST WEXIST WSEXIST UGPEXIST WSEXIST WSEXIST WSEXIST WSEXIST WSEXIST SDEXIST 12" SDIE=22.9EXIST SDPLAN SCALE: 1"=20' 18-2251 SS-7 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 S 3RD ST SEWER PLAN & PROFILE STA C4+80 TO STA C9+60 JJM CAD TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-SS.dwg SS-7 3/6/2020 10:15 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 SCALE: 1"=20' HORIZ, 1"=5' VERT PROFILE 1 EXIST GR @ ROW CL S 3RD ST MATCHLINE STA C4+80SEE SHEET SS-6MATCHLINE STA C9+60SEE SHEET SS-8MATCHLINE STA C4+80SEE SHEET SS-6MATCHLINE STA A9+60SEE SHEET SS-8FOR CONTINUATION SEE SHEET SS-12 54 12 TYP 10 10 SIDE SEWER TABLE SIDE SEWER NO.*ADDRESS APPROX STATION AT MAIN 300 RAINIER AVE S NIC 107 S 3RD ST NIC SIDE SEWER TABLE SIDE SEWER NO.*ADDRESS APPROX STATION AT MAIN 111 S 3RD ST NIC 125 S 3RD ST NIC COORDINATE WITH GAS UTILITY SHEET NOTES: 1.SURVEY CONTROL NUMBER (#) SEE SHEET G-5 FOR SURVEY CONTROL POINT INFORMATION. 2.THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND TAKEN FROM UTILITY LOCATE MARKINGS, RECORD DRAWINGS, AND/OR OTHER AVAILABLE MAPPING. EXACT LOCATIONS OF ALL EXISTING UTILITIES MUST BE DETERMINED BY THE CONTRACTOR PRIOR TO AND DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR POTHOLING AND VERIFYING THE LOCATION, DEPTH, SIZE, MATERIAL AND CONFIGURATION OF THE EXISTING UTILITIES. 3.LOCATIONS OF SIDE SEWERS SHOWN ARE APPROXIMATE AND MAY NOT REFLECT ACTUAL LOCATIONS. 4.TYPICAL PAVEMENT RESTORATION SEE RESTORATION SHEETS. 5. FOR ADDITIONAL SANITARY SEWER NOTES, SEE SHEET G-4. 1.CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-5 2.AT UTILITY CROSSINGS MAINTAIN MINIMUM VERTICAL SEPARATION OF 18" FROM ALL OTHER UTILITIES, MEASURED WALL-TO-WALL. 3.PROTECT EXIST GAS & GAS SERVICES, PROVIDE SUPPORT DURING CONSTRUCTION 4.PROTECT EXIST WATER UTILITY PROVIDE SUPPORT DURING CONSTRUCTION 5.PROTECT EXIST SD AND/OR TEMPORARILY RELOCATE AND RESTORE EXIST SD AS NECESSARY 6.PROTECT EXIST UNDERGROUND POWER & TELECOMMUNICATION, PROVIDE SUPPORT DURING CONSTRUCTION 7.FURNISH AND INSTALL NEW SSMH AS SHOWN PER CITY STD DETAIL 400.1, 401, AND 106 8.FURNISH AND INSTALL NEW SANITARY SEWER PIPE PER CITY STD DETAIL 405 1 2 3 4 5 7 10 12 CONSTRUCTION NOTES 1010 *SS NO. SPECIFIC TO THIS SHEET 2 TYP TYP 7 TYP3 •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••32 31 31 3132SHATTUCK AVE SSHATTUCK AVE SS 3RD ST 18" PP SD18" PP SD 18" PP SD 24" PP SD18" PP SD12"P P S D12"DI WSTA C11+28, 5' RT SSMH #17 FURNISH & INSTALL: 1-60" DIA MH STA C12+74, 6' RT SSMH #18 FURNISH & INSTALL: 1-60" DIA MH C10+00 C11+00 C12+00 C13+00 C14+00 21" SDR 35 SS 21" SDR 35 SS 8" SDR 35 SS8" SDR 35 SS24" C900 SS 5 10 15 20 25 30 35 40 5 10 15 20 25 30 35 40 C9+60 C9+80 C10+00 C10+20 C10+40 C10+60 C10+80 C11+00 C11+20 C11+40 C11+60 C11+80 C12+00 C12+20 C12+40 C12+60 C12+80 C13+00 C13+20 C13+40 C13+60 C13+80 C14+00 C14+20 C14+40 SSMH #17 IE(IN)21"(W)=18.37 IE(IN)8"(N)=23.37 IE(OUT)21"(E)=18.27 STA C11+28, 5' RT RIM=31.38 SSMH #18 IE(IN)8"(N)=19.21 IE(IN)21"(W)=18.12 IE(OUT)24"(E)=17.87 STA C12+74, 5' RT RIM=31.26 147 LF 21" SDR 35 SS @ SLP=0.1% 318 LF 24" C900 SS @ SLP=0.7%EXIST SDEXIST GEXIST WSEXIST WSEXIST WSEXIST 12"SDIE=27.6EXIST GEXIST UGPEXIST UGPEXIST 12"SDIE=22.1EXIST WCL=24.95EXIST TEXIST TEXIST UGPEXIST 12"SDIE=28.1PROP 18"SDIE=21.7PROP 18"SDIE=22.4SHATTUCK AVE S18-2251 SS-8 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 S 3RD ST SEWER PLAN & PROFILE STA C9+60 TO STA C14+40 SEO BAW TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-SS.dwg SS-8 3/6/2020 10:15 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 SCALE: 1"=20' HORIZ, 1"=5' VERT PROFILE 12 5 EXIST GR @ ROW CL S 3RD ST MATCHLINE STA C9+60SEE SHEET SS-7MATCHLINE STA C14+40SEE SHEET SS-9MATCHLINE STA C9+60SEE SHEET SS-7MATCHLINE STA C14+40SEE SHEET SS-92 1 4 3 14 7 FOR CONTINUATION SEE SHEET SS-15 TYP 11 10 SIDE SEWER TABLE SIDE SEWER NO.*ADDRESS APPROX STATION AT MAIN 200 S 3RD ST NIC 201 S 3RD ST NIC 205 S 3RD ST NIC SIDE SEWER TABLE SIDE SEWER NO.*ADDRESS APPROX STATION AT MAIN 207 S 3RD ST NIC 301 S 3RD ST NIC 305 S 3RD ST NIC SIDE SEWER TABLE SIDE SEWER NO.*ADDRESS APPROX STATION AT MAIN 309 S 3RD ST NIC SHEET NOTES: 1.SURVEY CONTROL NUMBER (#) SEE SHEET G-5 FOR SURVEY CONTROL POINT INFORMATION. 2.THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND TAKEN FROM UTILITY LOCATE MARKINGS, RECORD DRAWINGS, AND/OR OTHER AVAILABLE MAPPING. EXACT LOCATIONS OF ALL EXISTING UTILITIES MUST BE DETERMINED BY THE CONTRACTOR PRIOR TO AND DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR POTHOLING AND VERIFYING THE LOCATION, DEPTH, SIZE, MATERIAL AND CONFIGURATION OF THE EXISTING UTILITIES. 3.LOCATIONS OF SIDE SEWERS SHOWN ARE APPROXIMATE AND MAY NOT REFLECT ACTUAL LOCATIONS. 4.TYPICAL PAVEMENT RESTORATION SEE RESTORATION SHEETS. 5. FOR ADDITIONAL SANITARY SEWER NOTES, SEE SHEET G-4. 1.CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-5 2.AT UTILITY CROSSINGS MAINTAIN MINIMUM VERTICAL SEPARATION OF 18" FROM ALL OTHER UTILITIES, MEASURED WALL-TO-WALL. 3.PROTECT EXIST GAS & GAS SERVICES, PROVIDE SUPPORT DURING CONSTRUCTION 4.PROTECT EXIST WATER UTILITY PROVIDE SUPPORT DURING CONSTRUCTION 5.PROTECT EXIST SD AND/OR TEMPORARILY RELOCATE AND RESTORE EXIST SD AS NECESSARY 6.PROTECT EXIST UNDERGROUND POWER & TELECOMMUNICATION, PROVIDE SUPPORT DURING CONSTRUCTION 7.PROTECT OR REMOVE AND REPLACE SURVEY MONUMENT PER CITY STD DETAIL H031 AS REQUIRED FOR CONSTRUCTION 8.FURNISH AND INSTALL NEW SSMH AS SHOWN PER CITY STD DETAIL 400.1, 401, AND 106 9.FURNISH AND INSTALL NEW DROP SSMH AS SHOWN PER CITY STD DETAIL 400.0, 401, 402.2, AND 106 10.FURNISH AND INSTALL NEW SANITARY SEWER PIPE PER CITY STD DETAIL 405 11.GROUT NEW PIPE INTO EXIST SSMH W/ SANDED ADAPTER AND RE-CHANNEL SSMH, SEE DETAIL 1, SHT SS-42 1 2 3 4 5 7 8 10 11 12 14 CONSTRUCTION NOTES 1011 *SS NO. SPECIFIC TO THIS SHEET TYP TYP TYP TYP 8 PLAN SCALE: 1"=20'32AT&T CRITICAL FIBER OPTIC, PROTECT-IN-PLACE PER 1-07.17 ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••33 33 33 33 34 3433WHITWORTH AVE SS 3RD ST S 3RD ST 18" PP SD 18" PP SD18" PP SD 18" PP SD12" PP SD12"DI SD12"DI SD12"DI SD12"DI SD12"DI SD 12"DI WSTA C15+92, 5' RT SSMH #19 FURNISH & INSTALL: 1-60" DIA MH C15+00 C16+00 C17+00 C18+00 24" C900 SS 24" C900 SS8" C900 SS24" C900 SS 5 10 15 20 25 30 35 40 5 10 15 20 25 30 35 40 C14+40 C14+60 C14+80 C15+00 C15+20 C15+40 C15+60 C15+80 C16+00 C16+20 C16+40 C16+60 C16+80 C17+00 C17+20 C17+40 C17+60 C17+80 C18+00 C18+20 C18+40 C18+60 C18+80 SSMH #19 IE(IN)24"(W)=15.56 IE(IN)8"(N)=16.90 IE(OUT)24"(E)=15.46 STA C15+92, 5' RT RIM=33.11 305 LF 24" C900 SS @ SLP=0.1%EXIST WSEXIST WSEXIST WEXIST GPROP WEXIST W(TO BE ABAN)EXIST & PROP SDEXIST WSEXIST GEXIST WSEXIST UGPPROP 12"SDIE=29.5PROP 12"SDIE=25.6PROP 18"SDIE=26.1WHITWORTH AVE SPLAN SCALE: 1"=20' 18-2251 SS-9 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 S 3RD ST SEWER PLAN & PROFILE STA C14+40 TO STA C18+80 SEO BAW TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-SS.dwg SS-9 3/6/2020 10:15 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 SCALE: 1"=20' HORIZ, 1"=5' VERT PROFILE EXIST GR @ ROW CL S 3RD ST1 MATCHLINE STA C14+40SEE SHEET SS-8MATCHLINE STA C18+80SEE SHEET SS-10MATCHLINE STA C14+40SEE SHEET SS-8MATCHLINE STA C18+80SEE SHEET SS-10FOR CONTINUATION SEE SHEET SS-20 4 2 TYP 3 5 12 TYP 10 SIDE SEWER TABLE SIDE SEWER NO.*ADDRESS APPROX STATION AT MAIN 316 S 3RD ST C15+10 322 S 3RD ST C15+17 315 S 3RD ST NIC SIDE SEWER TABLE SIDE SEWER NO.*ADDRESS APPROX STATION AT MAIN 319 S 3RD ST NIC 321 S 3RD ST NIC 325 S 3RD ST NIC SIDE SEWER TABLE SIDE SEWER NO.*ADDRESS APPROX STATION AT MAIN 400 S 3RD ST SEE SS-20 401 S 3RD ST NIC 405 S 3RD ST NIC SIDE SEWER TABLE SIDE SEWER NO.*ADDRESS APPROX STATION AT MAIN 410 S 3RD ST NIC 413 S 3RD ST NIC 415 S 3RD ST NIC SIDE SEWER TABLE SIDE SEWER NO.*ADDRESS APPROX STATION AT MAIN 422 S 3RD ST NIC 423 S 3RD ST NIC 1 2 SHEET NOTES: 1.SURVEY CONTROL NUMBER (#) SEE SHEET G-5 FOR SURVEY CONTROL POINT INFORMATION. 2.THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND TAKEN FROM UTILITY LOCATE MARKINGS, RECORD DRAWINGS, AND/OR OTHER AVAILABLE MAPPING. EXACT LOCATIONS OF ALL EXISTING UTILITIES MUST BE DETERMINED BY THE CONTRACTOR PRIOR TO AND DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR POTHOLING AND VERIFYING THE LOCATION, DEPTH, SIZE, MATERIAL AND CONFIGURATION OF THE EXISTING UTILITIES. 3.LOCATIONS OF SIDE SEWERS SHOWN ARE APPROXIMATE AND MAY NOT REFLECT ACTUAL LOCATIONS. 4.TYPICAL PAVEMENT RESTORATION SEE RESTORATION SHEETS. 5. FOR ADDITIONAL SANITARY SEWER NOTES, SEE SHEET G-4. 1.CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-5 2.AT UTILITY CROSSINGS MAINTAIN MINIMUM VERTICAL SEPARATION OF 18" FROM ALL OTHER UTILITIES, MEASURED WALL-TO-WALL. 3.PROTECT EXIST GAS & GAS SERVICES, PROVIDE SUPPORT DURING CONSTRUCTION 4.PROTECT EXIST WATER UTILITY PROVIDE SUPPORT DURING CONSTRUCTION 5.PROTECT EXIST SD AND/OR TEMPORARILY RELOCATE AND RESTORE EXIST SD AS NECESSARY 6.PROTECT EXIST UNDERGROUND POWER & TELECOMMUNICATION, PROVIDE SUPPORT DURING CONSTRUCTION 7.FURNISH AND INSTALL NEW SSMH AS SHOWN PER CITY STD DETAIL 400.1, 401, AND 106 8.FURNISH AND INSTALL NEW DROP SSMH AS SHOWN PER CITY STD DETAIL 400.1, 401, 402.2, AND 106 9.FURNISH AND INSTALL NEW SANITARY SEWER PIPE PER CITY STD DETAIL 405 10.INSTALL SIDE SEWER PER CITY STD DETAIL 406.1, 406.2, AND/OR 407 AND CO IF SHOWN 1 2 3 4 5 7 10 11 12 13 CONSTRUCTION NOTES 10 *SS NO. SPECIFIC TO THIS SHEET 13 2 13 1 TYP TYP78" C900 SS33 ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••34 34 35 35 35 3636 3636 MORRIS AVE SLOGAN AVE SS 3RD ST S 3RD ST 12" PP SD 12" C900 SD18" PP SD 12"DI SD12" PP SD12" PP SD12"DI SD12"DI SD 8 "D I SD 12"DI SD 12"DI WSTA C18+97, 7' RT SSMH #20 FURNISH & INSTALL: 1-60" DIA MH STA C22+37, 5' RT SSMH #21 FURNISH & INSTALL: 1-60" DIA MH C19+00 C20+00 C21+00 C22+00 C23+00 24" C900 SS 24" C900 SS8" SDR 35 SS24" C900 SS 5 10 15 20 25 30 35 40 5 10 15 20 25 30 35 40 C18+80 C19+00 C19+20 C19+40 C19+60 C19+80 C20+00 C20+20 C20+40 C20+60 C20+80 C21+00 C21+20 C21+40 C21+60 C21+80 C22+00 C22+20 C22+40 C22+60 C22+80 C23+00 C23+20 C23+40 C23+60 340 LF 24" C900 SS @ SLP=0.1% SSMH #21 IE(IN)24"(W)=14.72 IE(OUT)24"(E)=14.62 STA C22+37, 5' RT RIM=36.37 265 LF 24" C900 SS @ SLP=0.1%EXIST UGPEXIST TEXIST UGPEXIST WSEXIST WSEXIST GEXIST WSEXIST W(TO BE ABAN)PROP WEXIST GEXIST TEXIST UGPEXIST UGPPROP 12"SDIE=33.2EXIST & PROP SDEXIST WEXIST GSSMH #20 IE(IN)24"(W)=15.16 IE(IN)8"(N)=23.52 IE(OUT)24"(E)=15.06 STA C18+97, 7' RT RIM=33.84 PROP 12"SDIE=30.0MORRIS AVE SPLAN SCALE: 1"=20' 18-2251 SS-10 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 S 3RD ST SEWER PLAN & PROFILE STA C18+80 TO STA C23+60 SEO BAW TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-SS.dwg SS-10 3/6/2020 10:15 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 SCALE: 1"=20' HORIZ, 1"=5' VERT PROFILE 7 EXIST GR @ ROW CL S 3RD ST MATCHLINE STA C18+80SEE SHEET SS-9MATCHLINE STA C23+60SEE SHEET SS-11MATCHLINE STA C18+80SEE SHEET SS-9MATCHLINE STA C23+60SEE SHEET SS-11LOGAN AVE S1 4 3 2 TYP 10 12 TYP SIDE SEWER TABLE SIDE SEWER NO.*ADDRESS APPROX STATION AT MAIN 280 MORRIS AVE S SEE SS-21 503 S 3RD ST NIC 504 S 3RD ST SEE SS-21 SIDE SEWER TABLE SIDE SEWER NO.*ADDRESS APPROX STATION AT MAIN 505 S 3RD ST NIC 507 S 3RD ST NIC 509 S 3RD ST NIC SIDE SEWER TABLE SIDE SEWER NO.*ADDRESS APPROX STATION AT MAIN 601 S 3RD ST NIC 613 S 3RD ST NIC SHEET NOTES: 1.SURVEY CONTROL NUMBER (#) SEE SHEET G-5 FOR SURVEY CONTROL POINT INFORMATION. 2.THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND TAKEN FROM UTILITY LOCATE MARKINGS, RECORD DRAWINGS, AND/OR OTHER AVAILABLE MAPPING. EXACT LOCATIONS OF ALL EXISTING UTILITIES MUST BE DETERMINED BY THE CONTRACTOR PRIOR TO AND DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR POTHOLING AND VERIFYING THE LOCATION, DEPTH, SIZE, MATERIAL AND CONFIGURATION OF THE EXISTING UTILITIES. 3.LOCATIONS OF SIDE SEWERS SHOWN ARE APPROXIMATE AND MAY NOT REFLECT ACTUAL LOCATIONS. 4.TYPICAL PAVEMENT RESTORATION SEE RESTORATION SHEETS. 5. FOR ADDITIONAL SANITARY SEWER NOTES, SEE SHEET G-4. 1.CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-5 2.AT UTILITY CROSSINGS MAINTAIN MINIMUM VERTICAL SEPARATION OF 18" FROM ALL OTHER UTILITIES, MEASURED WALL-TO-WALL. 3.PROTECT EXIST GAS & GAS SERVICES, PROVIDE SUPPORT DURING CONSTRUCTION 4.PROTECT EXIST WATER UTILITY PROVIDE SUPPORT DURING CONSTRUCTION 5.PROTECT EXIST UNDERGROUND POWER & TELECOMMUNICATION, PROVIDE SUPPORT DURING CONSTRUCTION 6.PROTECT OR REMOVE AND REPLACE SURVEY MONUMENT PER CITY STD DETAIL H031 AS REQUIRED FOR CONSTRUCTION 7.FURNISH AND INSTALL NEW SSMH AS SHOWN PER CITY STD DETAIL 400.1, 401, AND 106 8.FURNISH AND INSTALL NEW SANITARY SEWER PIPE PER CITY STD DETAIL 405 1 2 3 4 7 8 10 12 CONSTRUCTION NOTESSMITHERSAVE S10 *SS NO. SPECIFIC TO THIS SHEET TYP TYP TYP 11 11 88" SDR 35 SS3480 ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••37 37 38 3839 CRP L # 3 6 6 " S T L CRPL # 2 5 1 . 5 " S T L BURNETT AVE SBURNETT AVE SS 3RD ST C24+00 C25+00 C26+00C26+15 24" C900 SS 2 4 " C 9 0 0 S S STA C25+03, 5' RT SSMH #22 DROP FURNISH & INSTALL: 1-72" DIA MH SEE DET 1, SHT SS-41 -5 0 5 10 15 20 25 30 35 40 -5 0 5 10 15 20 25 30 35 40 C23+60 C23+80 C24+00 C24+20 C24+40 C24+60 C24+80 C25+00 C25+20 C25+40 C25+60 C25+80 C26+00 SSMH #22 IE(IN)24"(W)=14.32 IE(OUT)24"(SE)=9.36 STA C25+03, 5' RT RIM=38.05 265 LF 24" C900 SS @ SLP=0.1%EXIST WS43 LF 24" C900 SS @ SLP=2.0% SSMH KCMH R01-17 IE(IN)24"(NW)=8.50 IE(OUT)108"(S)=4.00 STA A22+35, 590' RT RIM=38.14EXIST G2 4 " C 9 0 0 S SBURNETT AVE SPLAN SCALE: 1"=20' 18-2251 SS-11 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 S 3RD ST SEWER PLAN & PROFILE STA C23+60 TO STA C26+15 SEO BAW TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-SS.dwg SS-11 3/6/2020 10:15 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 SCALE: 1"=20' HORIZ, 1"=5' VERT PROFILE 1 EXIST GR @ ROW CL S 3RD ST MATCHLINE STA C23+60SEE SHEET SS-10MATCHLINE STA C23+60SEE SHEET SS-103 2 TYP 12 TYP SIDE SEWER TABLE SIDE SEWER NO.*ADDRESS APPROX STATION AT MAIN 617 S 3RD ST NIC 700 S 3RD ST NIC 300 BURNETT AVE S NIC SHEET NOTES: 1.SURVEY CONTROL NUMBER (#) SEE SHEET G-5 FOR SURVEY CONTROL POINT INFORMATION. 2.THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND TAKEN FROM UTILITY LOCATE MARKINGS, RECORD DRAWINGS, AND/OR OTHER AVAILABLE MAPPING. EXACT LOCATIONS OF ALL EXISTING UTILITIES MUST BE DETERMINED BY THE CONTRACTOR PRIOR TO AND DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR POTHOLING AND VERIFYING THE LOCATION, DEPTH, SIZE, MATERIAL AND CONFIGURATION OF THE EXISTING UTILITIES. 3.LOCATIONS OF SIDE SEWERS SHOWN ARE APPROXIMATE AND MAY NOT REFLECT ACTUAL LOCATIONS. 4.TYPICAL PAVEMENT RESTORATION SEE RESTORATION SHEETS. 5. FOR ADDITIONAL SANITARY SEWER NOTES, SEE SHEET G-4. 1.CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-5 2.AT UTILITY CROSSINGS MAINTAIN MINIMUM VERTICAL SEPARATION OF 18" FROM ALL OTHER UTILITIES, MEASURED WALL-TO-WALL. 3.PROTECT EXIST GAS & GAS SERVICES, PROVIDE SUPPORT DURING CONSTRUCTION 4.PROTECT EXIST SS, SSMH, & APPURTENANCES AS REQUIRED AND IN ACCORDANCE W/ SPECS 5.PROTECT EXIST UNDERGROUND POWER & TELECOMMUNICATION, PROVIDE SUPPORT DURING CONSTRUCTION 6.PROTECT OR REMOVE AND REPLACE SURVEY MONUMENT PER CITY STD DETAIL H031 AS REQUIRED FOR CONSTRUCTION 7.FURNISH AND INSTALL NEW SSMH AS SHOWN PER CITY STD DETAIL 400.1, 401, AND 106 8.FURNISH AND INSTALL NEW DROP SSMH AS SHOWN PER CITY STD DETAIL 400.1, 401, 402.2, AND 106 9.FURNISH AND INSTALL NEW SANITARY SEWER PIPE PER CITY STD DETAIL 405 1 2 3 6 8 10 11 12 CONSTRUCTION NOTES *SS NO. SPECIFIC TO THIS SHEET 6 DETAIL 1 SCALE: 1"=5' KING COUNTY INTERCEPTOR TIE-IN CLOCK TOWER CANOPY 40PROTECT CLOCK TOWER IN PLACE OR REMOVE AND REPLACE. IF FOUNDATION IS DAMAGED, PROVIDE STAMPED AND SIGNED FOUNDATION DESIGN DRAWINGS KING COUNTY MANHOLE R01-17 CONNECTION CLOCK TOWER FOOTING 1 - 2 SS-41 PREVIOUSLY ABANDONED SHORING MAY BE ENCOUNTERED IN THE VICINITY OF KING COUNTY EASTSIDE INTERCEPTOR. 7 8 7 •••••••••••••••••••••••••••••••••••••••••••••••••••32STOP12" PP SDD0+00 D1+00 D2+00 D3+00D3+05 24" C900 SS8" SDR 35 SS STA D0+48, 0' SSMH #23 FURNISH & INSTALL: 1-48" DIA MH 5 10 15 20 25 30 35 40 5 10 15 20 25 30 35 40 D0+00 D0+20 D0+40 D0+60 D0+80 D1+00 D1+20 D1+40 D1+60 D1+80 D2+00 D2+20 D2+40 D2+60 D2+80 D3+00 D3+20 D3+40 SSMH #23 IE(IN)6"(W)=24.00 IE(OUT)8"(S)=24.10 STA D0+48, 0' RIM=27.64 EXIST WPROP 12" SDIE=23.3EXIST FOEXIST UGPEXIST UGP257 LF 8" SDR 35 SS @ SLP=0.8% SSMH #15 IE(IN)24"(W)=19.11 IE(IN)8"(N)=21.96 IE(OUT)21"(E)=19.01 STA D3+05, 0' RIM=31.49EXIST TEXIST UGPEXIST SSTO BE ABANEXIST 24"SDPREVIOUSLY ABANEXIST 12"SDIE=22.3EXIST 12"SDIE=26.3EXIST TEXIST TEXIST 8"SDIE=27.6EXIST TEXIST UGPEXIST 42" SDEXIST 42" SDIE=17.9PLAN SCALE: 1"=20' 18-2251 SS-12 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 SIDE SEWER SEWER PLAN & PROFILE STA D0+00 TO STA D3+20 SEO BAW TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-SS.dwg SS-12 3/6/2020 10:15 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 SCALE: 1"=20' HORIZ, 1"=5' VERT PROFILE EXIST GR @ PIPE CL SSMH #15, SEE SHT SS-7S 3RD STFOR CONTINUATION SEE SHEET SS-7 FOR CONTINUATION SEE SHEET SS-7 5 4 2 TYP SIDE SEWER TABLE SIDE SEWER NO.*ADDRESS APPROX STATION AT MAIN 230 RAINIER AVE S D0+48 SSMH#23 250 RAINIER AVE S D1+97 112 S 3RD ST D1+60 1 2 3 132 133 151 SHEET NOTES: 1.SURVEY CONTROL NUMBER (#) SEE SHEET G-5 FOR SURVEY CONTROL POINT INFORMATION. 2.THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND TAKEN FROM UTILITY LOCATE MARKINGS, RECORD DRAWINGS, AND/OR OTHER AVAILABLE MAPPING. EXACT LOCATIONS OF ALL EXISTING UTILITIES MUST BE DETERMINED BY THE CONTRACTOR PRIOR TO AND DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR POTHOLING AND VERIFYING THE LOCATION, DEPTH, SIZE, MATERIAL AND CONFIGURATION OF THE EXISTING UTILITIES. 3.LOCATIONS OF SIDE SEWERS SHOWN ARE APPROXIMATE AND MAY NOT REFLECT ACTUAL LOCATIONS. 4.TYPICAL PAVEMENT RESTORATION SEE RESTORATION SHEETS. 5. FOR ADDITIONAL SANITARY SEWER NOTES, SEE SHEET G-4. 1.AT UTILITY CROSSINGS MAINTAIN MINIMUM VERTICAL SEPARATION OF 18" FROM ALL OTHER UTILITIES, MEASURED WALL-TO-WALL. 2.PROTECT EXIST WATER UTILITY PROVIDE SUPPORT DURING CONSTRUCTION 3.PROTECT EXIST SD AND/OR TEMPORARILY RELOCATE AND RESTORE EXIST SD AS NECESSARY 4.PROTECT EXIST SS, SSMH, & APPURTENANCES AS REQUIRED AND IN ACCORDANCE W/ SPECS 5.PROTECT EXIST UNDERGROUND POWER & TELECOMMUNICATION, PROVIDE SUPPORT DURING CONSTRUCTION 6.FURNISH AND INSTALL NEW SSMH AS SHOWN PER CITY STD DETAIL 400.1, 401, AND 106 7.FURNISH AND INSTALL NEW SANITARY SEWER PIPE PER CITY STD DETAIL 405 8.INSTALL SIDE SEWER PER CITY STD DETAIL 406.1, 406.2, AND/OR 407 AND CO IF SHOWN 9.CONNECT EXIST PIPE TO NEW PIPE W/ FLEX CPLG, SEE DETAIL 2, SHT SS-42 2 4 5 6 7 10 12 13 CONSTRUCTION NOTES *SS NO. SPECIFIC TO THIS SHEET 12 TYP 10 10 TYP 7 TYP 6 TYP BURIED DEBRIS AND CONTAMINATED SOILS PREVIOUSLY ENCOUNTERED IN THIS AREA, REMOVE AND DISPOSE IN ACCORDANCE WITH SPECS PLACE DENSE FOAM BETWEEN SD AND SS D0+00 = C5+83, 305' LT 15 POTHOLE IN ADVANCE OF CONSTRUCTION POTHOLE IN ADVANCE OF CONSTRUCTION TEMPORARY CONSTRUCTION EASEMENT •••••••••••••••••••••••••••••32 32 31 32 NO PARKINGPARKING FIRE LANEFIRE LANE NO PARKING FIRE LAN E NO PARKINGNO PARKING FIRE LANENO PARKING FIRE LANESTOP 3 2 32 CRPL#3 66" STL CRPL#2 51.5" STL CRPL#1 66" STLCRPL#1 66" STL CRPL#2 51.5" STL CRPL#3 66" STL S 2ND ST •••••••••••••••••••••••••••••••••••••••••••••••••••••STA E0+81, 0' RT SSMH #24 FURNISH & INSTALL: 1-48" DIA MH E0+00E1+00 E2+00 10 15 20 25 30 35 40 10 15 20 25 30 35 40 E0+00 E0+20 E0+40 E0+60 E0+80 E1+00 E1+20 E1+40 E1+60 E1+80 E2+00 E2+20 E2+40 E2+60 E2+80 SSMH #24 IE(IN)12"(S)=23.20 IE(IN)8"(NW)=23.20 IE(OUT)12"(E)=23.20 STA E0+81, 0' RT RIM=31.56 INSTALL 78 LF 12" CURED-IN-PLACE PIPE INSTALL 234 LF 12" CURED-IN-PLACE PIPE EXIST SSMH 6476 IE(OUT)12"(N)=24.00 STA E0+00, 0' LT RIM=31.77 EXIST 42" SDEXIST WEXIST UGPPLAN SCALE: 1"=20' 18-2251 SS-13 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 S 2ND ST SEWER PLAN & PROFILE STA E0+00 TO STA E2+80 SEO BAW TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-SS.dwg SS-13 3/6/2020 10:15 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 S 2ND ST 234 LF 12" CIPP SS 78 LF 12" CIPP SSSHEET NOTES: 1.SURVEY CONTROL NUMBER (#) SEE SHEET G-5 FOR SURVEY CONTROL POINT INFORMATION. 2.THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND TAKEN FROM UTILITY LOCATE MARKINGS, RECORD DRAWINGS, AND/OR OTHER AVAILABLE MAPPING. EXACT LOCATIONS OF ALL EXISTING UTILITIES MUST BE DETERMINED BY THE CONTRACTOR PRIOR TO AND DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR POTHOLING AND VERIFYING THE LOCATION, DEPTH, SIZE, MATERIAL AND CONFIGURATION OF THE EXISTING UTILITIES. 3.LOCATIONS OF SIDE SEWERS SHOWN ARE APPROXIMATE AND MAY NOT REFLECT ACTUAL LOCATIONS. 4.TYPICAL PAVEMENT RESTORATION SEE RESTORATION SHEETS. 5. FOR ADDITIONAL SANITARY SEWER NOTES, SEE SHEET G-4. 1.PROTECT EXIST WATER UTILITY PROVIDE SUPPORT DURING CONSTRUCTION 2.PROTECT EXIST SS, SSMH, & APPURTENANCES AS REQUIRED AND IN ACCORDANCE W/ SPECS 6.FURNISH AND INSTALL NEW SSMH AS SHOWN PER CITY STD DETAIL 400.1, 401, AND 106 7.CONNECT EXIST PIPE TO NEW PIPE W/FLEX CPLG, SEE DETAIL 2, SHT SS-42 8.DO NOT REINSTATE INACTIVE SERVICE LATERAL 4 CONSTRUCTION NOTESMATCHLINE STA E2+80SEE SHEET SS-1410 SCALE: 1"=20' HORIZ, 1"=5' VERT PROFILE MATCHLINE STA E2+80SEE SHEET SS-14EXIST 12" CLAY EXIST 12" CLAY 17 17 17 17 17 17 EXIST GR @ ROW CL 15 SIDE SEWER TABLE SIDE SEWER NO.*ADDRESS APPROX STATION AT MAIN 101 S 2ND ST SSMH #24 *SS NO. SPECIFIC TO THIS SHEET 6 4 10 TYP 6 10 15 17 •••••••••••••••••••••••••••••••••••••••••••••••••3 3 32 3232 3 2 31 32 31NO PARKING FIRE LANENO PARKINGNO PARKINGNO PARKING FIRE LANE32 3231 32 32CRPL#3 66" STL CRP L # 1 6 6 " S T L CRP L # 2 5 1 . 5 " S T L ••••••••••••••••••••••••••••••••••••••12" C 9 0 0 S D 12"PP SD STA E3+17, 0' LT SSMH #25 FURNISH & INSTALL: 1-48" DIA MH STA E4+82, 0' RT SSMH #26 FURNISH & INSTALL: 1-48" DIA MH E6 + 3 8 E3+00 E4+00 E5+ 0 0 E6+ 0 0 STA E6+28, 0' RT SSMH #68465 FURNISH & INSTALL: IE=21.6 S IE=21.6 SE (ABAND) IE=22.7 NW 10 15 20 25 30 35 40 10 15 20 25 30 35 40 E2+80 E3+00 E3+20 E3+40 E3+60 E3+80 E4+00 E4+20 E4+40 E4+60 E4+80 E5+00 E5+20 E5+40 E5+60 E5+80 E6+00 E6+20 E6+40 SSMH #25 IE(IN)12"(W)=23.40 IE(IN)6"(S)=24.15 IE(OUT)12"(E)=23.40 STA E3+17, 0' RIM=31.68 INSTALL 165 LF 12" CURED-IN-PLACE PIPE INSTALL 144 LF 12" CURED-IN-PLACE PIPE SSMH #26 IE(IN)12"(W)=23.03 IE(OUT)12"(E)=23.03 STA E4+82, 0' RIM=31.96 SSMH #68465 IE(IN)12"(W)=22.70 IE(OUT)8"(S)=21.60 STA F2+33, 8' RT RIM=31.79EXIST SDEXIST SDEXIST UGP & GEXIST SDEXIST TEXIST WEXIST UGPPLAN SCALE: 1"=20' 18-2251 SS-14 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 S 2ND ST SEWER PLAN & PROFILE STA E2+80 TO STA E6+40 JJM BAW TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-SS.dwg SS-14 3/6/2020 10:15 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 S 2ND S T 165 LF 12 " C I P P S S SHEET NOTES: 1.SURVEY CONTROL NUMBER (#) SEE SHEET G-5 FOR SURVEY CONTROL POINT INFORMATION. 2.THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND TAKEN FROM UTILITY LOCATE MARKINGS, RECORD DRAWINGS, AND/OR OTHER AVAILABLE MAPPING. EXACT LOCATIONS OF ALL EXISTING UTILITIES MUST BE DETERMINED BY THE CONTRACTOR PRIOR TO AND DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR POTHOLING AND VERIFYING THE LOCATION, DEPTH, SIZE, MATERIAL AND CONFIGURATION OF THE EXISTING UTILITIES. 3.LOCATIONS OF SIDE SEWERS SHOWN ARE APPROXIMATE AND MAY NOT REFLECT ACTUAL LOCATIONS. 4.TYPICAL PAVEMENT RESTORATION SEE RESTORATION SHEETS. 5. FOR ADDITIONAL SANITARY SEWER NOTES, SEE SHEET G-4. 1.PROTECT EXIST WATER UTILITY PROVIDE SUPPORT DURING CONSTRUCTION 2.PROTECT EXIST SD AND/OR TEMPORARILY RELOCATE AND RESTORE EXIST SD AS NECESSARY 3.PROTECT EXIST SS, SSMH, & APPURTENANCES AS REQUIRED AND IN ACCORDANCE W/ SPECS 4.FURNISH AND INSTALL NEW SSMH AS SHOWN PER CITY STD DETAIL 400.1, 401, AND 106 5.CONNECT EXIST PIPE TO NEW PIPE W/FLEX CPLG, SEE DETAIL 2, SHT SS-42 6.DO NOT REINSTATE INACTIVE SERVICE LATERAL 4 5 6 10 15 CONSTRUCTION NOTESMATCHLINE STA E2+80SEE SHEET SS-13SHATTUCK AVE SFOR CONTINUATIONSEE SHEET SS-3FOR CONTINUATION SEE SHEET SS-15SIDE SEWER TABLE SIDE SEWER NO.*ADDRESS APPROX STATION AT MAIN 203 S 2ND ST E3+20 SSMH 23721 14 1 144 L F 1 2 " C I P P S S 15 SCALE: 1"=20' HORIZ, 1"=5' VERT PROFILEMATCHLINE STA E2+80SEE SHEET SS-1317 EXCAVATE AND RE-ALIGN PIPE STUB INTO MH BEFORE CIPP IS INSTALLED EXIST 12" CLAY EXIST 12" CLAY EXIST GR @ ROW CL 17 10 10 10 10 5 4 6 SSMH #6 SEE SHT SS-3 SSMH #26 SEE SHT SS-15 SPU PROPERTY ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••323333323232 32 32 32 31 3 2 CRPL#2 51.5" STLCRPL#1 66" STLCRPL#3 66" STLCRPL#1 66" STLCRPL#2 51.5" STLSHATTUCK AVE S SHATTUCK AVE S•••••••••••••••••••••••18" PP SD15" PP SD18" PP SD 18" PP SD12" C900 SD12"PP SD12"PP SD12"PP SD12"DI W12"DI W12"DI WSTA F4+43, 8' RT SSMH #28 FURNISH & INSTALL: 1-48" DIA MH STA F1+60, 1' LT SSMH #27 FURNISH & INSTALL: 1-48" DIA MH F1+00 F2+00 F3+00 F4+00 F5+00 E6+38E6+008" SDR 35 SS8" SDR 35 SS 10 15 20 25 30 35 40 10 15 20 25 30 35 40 F0+80 F1+00 F1+20 F1+40 F1+60 F1+80 F2+00 F2+20 F2+40 F2+60 F2+80 F3+00 F3+20 F3+40 F3+60 F3+80 F4+00 F4+20 F4+40 F4+60 F4+80 F5+00 F5+20 F5+40 F5+60 SSMH #28 IE(IN)8"(N)=20.76 IE(OUT)8"(S)=20.66 STA F4+43, 8' RT RIM=31.99 SSMH #27 IE(IN)6"(E)=21.10 IE(OUT)8"(N)=21.00 STA F1+60, 1' LT RIM=32.02 210 LF 8" SDR 35 SS @ SLP=0.4%EXIST TEXIST WEXIST TEXIST COMEXIST & PROP SDEXIST UGPEXIST UGPEXIST SD(TO BE ABAN)32 LF 8" SDR 35 SS @ SLP=0.4% FUTURE 40 LF 8" PVC SS @ SLP=0.4%EXIST UGPEXIST TEXIST WSSMH #5 IE(IN)8"(W)=21.42 IE(OUT)8"(S)=20.80 IE(OUT)15"(E)=20.80 STA F0+88, 1' LT RIM=32.39 SSMH #6 IE(IN)8"(N)=20.64 IE(IN)8"(S)=20.87 IE(OUT)8"(E)=20.54 STA F1+28, 1' LT RIM=32.51 (FUTURE) SSMH #68465 IE(IN)12"(W)=22.70 IE(OUT)8"(S)=21.60 STA F2+33, 8' RT RIM=31.79(FUTURE) 212 LF 8" SDR 35 SS @ SLP=0.7%PROP 8"SDIE=29.3PROP SDPROP 12"SDIE=27.1PROP WPLAN SCALE: 1"=20' 18-2251 SS-15 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 SHATTUCK AVE S SEWER PLAN & PROFILE STA F0+00 TO STA F5+60 JJM BAW TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-SS.dwg SS-15 3/6/2020 10:15 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 SCALE: 1"=20' HORIZ, 1"=5' VERT PROFILE SSMH #6, SEE SHT SS-3 EXIST GR @ ROW CLS 2ND STMATCHLINE STA F5+60SEE SHEET SS-16SHATTUCK AVE S MATCHLINE STA F5+60SEE SHEET SS-1612 TYP 10 10 7 1 14 42TYP 2 13 3 13 4 13 5 13 6 13 SIDE SEWER TABLE SIDE SEWER NO.*ADDRESS APPROX STATION AT MAIN 305, 309, 315, 319 & 321 S 2ND ST F1+60 SSMH #26 211 SHATTUCK AVE S F2+58 SIDE SEWER TABLE SIDE SEWER NO.*ADDRESS APPROX STATION AT MAIN 220 SHATTUCK AVE S F3+65 211 SHATTUCK AVE S F4+23 SIDE SEWER TABLE SIDE SEWER NO.*ADDRESS APPROX STATION AT MAIN 300 S 3RD ST F5+05 212 S 3RD ST F5+34 1 2 3 4 5 6 SHEET NOTES: 1.SURVEY CONTROL NUMBER (#) SEE SHEET G-5 FOR SURVEY CONTROL POINT INFORMATION. 2.THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND TAKEN FROM UTILITY LOCATE MARKINGS, RECORD DRAWINGS, AND/OR OTHER AVAILABLE MAPPING. EXACT LOCATIONS OF ALL EXISTING UTILITIES MUST BE DETERMINED BY THE CONTRACTOR PRIOR TO AND DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR POTHOLING AND VERIFYING THE LOCATION, DEPTH, SIZE, MATERIAL AND CONFIGURATION OF THE EXISTING UTILITIES. 3.LOCATIONS OF SIDE SEWERS SHOWN ARE APPROXIMATE AND MAY NOT REFLECT ACTUAL LOCATIONS. 4.TYPICAL PAVEMENT RESTORATION SEE RESTORATION SHEETS. 5. FOR ADDITIONAL SANITARY SEWER NOTES, SEE SHEET G-4. 1.CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-5 2.AT UTILITY CROSSINGS MAINTAIN MINIMUM VERTICAL SEPARATION OF 18" FROM ALL OTHER UTILITIES, MEASURED WALL-TO-WALL. 3.PROTECT EXIST WATER UTILITY PROVIDE SUPPORT DURING CONSTRUCTION 4.PROTECT EXIST SD AND/OR TEMPORARILY RELOCATE AND RESTORE EXIST SD AS NECESSARY 5.PROTECT EXIST SS, SSMH, & APPURTENANCES AS REQUIRED AND IN ACCORDANCE W/ SPECS 6.PROTECT EXIST UNDERGROUND POWER & TELECOMMUNICATION, PROVIDE SUPPORT DURING CONSTRUCTION 6.FURNISH AND INSTALL NEW SSMH AS SHOWN PER CITY STD DETAIL 400.1, 401, AND 106 7.FURNISH AND INSTALL NEW SANITARY SEWER PIPE PER CITY STD DETAIL 405 8.INSTALL SIDE SEWER PER CITY STD DETAIL 406.1, 406.2, AND/OR 407 AND CO IF SHOWN 9.GROUT NEW PIPE INTO EXIST SSMH W/ SANDED ADAPTER AND RE-CHANNEL SSMH, SEE DETAIL 1, SHT SS-42 1 2 4 5 6 7 10 12 13 14 CONSTRUCTION NOTES FOR CONTINUATION SEE SHEET SS-2 FOR CONTINUATION SEE SHEET SS-3 *SS NO. SPECIFIC TO THIS SHEET FOR CONTINUATION SEE SHEET SS-14 10 10 131 TYP TYP 5 TYP 6 REPLACE SS TO GUTTER 10SPU PROP E R T Y 5555AT&T CRITICAL FIBER OPTIC PROTECT-IN-PLACE PER 1-07.17 AT&T CRITICAL FIBER OPTIC PROTECT-IN-PLACE PER 1-07.17 ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••313131SHATTUCK AVE SSHATTUCK AVE S18" PP SD 18" PP SD24" PP SD12"PP SD12"DI W F6+00 F7+00 F8+00 21" SDR 35 SS8" SDR 35 SS10 15 20 25 30 35 40 10 15 20 25 30 35 40 F5+60 F5+80 F6+00 F6+20 F6+40 F6+60 F6+80EXIST WEXIST 12"SDIE=26.0EXIST UGPSSMH #18 IE(IN)8"(N)=19.21 IE(IN)21"(W)=18.12 IE(OUT)24"(E)=17.87 STA F6+55, 1' RT RIM=31.26EXIST SS (TO BE ABAN)EXIST TPLAN SCALE: 1"=20' 18-2251 SS-16 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 SHATTUCK AVE S SEWER PLAN & PROFILE STA F5+60 TO STA F6+80 JJM BAW TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-SS.dwg SS-16 3/6/2020 10:15 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 SCALE: 1"=20' HORIZ, 1"=5' VERT PROFILE EXIST GR @ ROW CLS 3RD STSHATTUCK AVE S MATCHLINE STA F5+60SEE SHEET SS-15MATCHLINE STA F5+60SEE SHEET SS-1512 TYP 7 2 5 4 TYP 1 FOR CONTINUATION SEE SHEET SS-8 FOR CONTINUATION SEE SHEET SS-8 SSMH #18, SEE SHT SS-8 SHEET NOTES: 1.SURVEY CONTROL NUMBER (#) SEE SHEET G-5 FOR SURVEY CONTROL POINT INFORMATION. 2.THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND TAKEN FROM UTILITY LOCATE MARKINGS, RECORD DRAWINGS, AND/OR OTHER AVAILABLE MAPPING. EXACT LOCATIONS OF ALL EXISTING UTILITIES MUST BE DETERMINED BY THE CONTRACTOR PRIOR TO AND DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR POTHOLING AND VERIFYING THE LOCATION, DEPTH, SIZE, MATERIAL AND CONFIGURATION OF THE EXISTING UTILITIES. 3.LOCATIONS OF SIDE SEWERS SHOWN ARE APPROXIMATE AND MAY NOT REFLECT ACTUAL LOCATIONS. 4.TYPICAL PAVEMENT RESTORATION SEE RESTORATION SHEETS. 5. FOR ADDITIONAL SANITARY SEWER NOTES, SEE SHEET G-4. 1.CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-5 2.AT UTILITY CROSSINGS MAINTAIN MINIMUM VERTICAL SEPARATION OF 18" FROM ALL OTHER UTILITIES, MEASURED WALL-TO-WALL. 3.PROTECT EXIST WATER UTILITY PROVIDE SUPPORT DURING CONSTRUCTION 4.PROTECT EXIST SD AND/OR TEMPORARILY RELOCATE AND RESTORE EXIST SD AS NECESSARY 5.PROTECT EXIST UNDERGROUND POWER & TELECOMMUNICATION, PROVIDE SUPPORT DURING CONSTRUCTION 6.PROTECT OR REMOVE AND REPLACE SURVEY MONUMENT PER CITY STD DETAIL H031 AS REQUIRED FOR CONSTRUCTION 7.FURNISH AND INSTALL NEW SSMH AS SHOWN PER CITY STD DETAIL 400.1, 401, AND 106 8.FURNISH AND INSTALL NEW SANITARY SEWER PIPE PER CITY STD DETAIL 405 1 2 4 5 7 8 10 12 CONSTRUCTION NOTES 10 21" SDR 35 SS24" C900 SS8 8" SDR 35 SS ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••333433 3333 33 33 CRPL #2 51.5" STLCRPL#3 66" STLCRPL#1 66" STLWHITWORTH AVE SS 2ND ST12" C900 SD12" PP SD12" PP SD12" C900 SD8"DI SD1 2 " D I S D 12"DI W 12"DI W12"DIWG0+00 G1+00 G2+00 G3+008" C900 SS8" C900 SS8" SDR 35 SS10 15 20 25 30 35 40 10 15 20 25 30 35 40 G0+00 G0+20 G0+40 G0+60 G0+80 G1+00 G1+20 G1+40 G1+60 G1+80 G2+00 G2+20 G2+40 G2+60 G2+80 G3+00 G3+20 366 LF 8" C900 SS @ SLP=0.4%EXIST 66"W (SPU)EXIST 12"SDIE=28.4EXIST COMEXIST WS(TO BE REMOVED)EXIST 51.5"W (SPU)EXIST 12"SDIE=28.7SSMH #7 IE(IN)8"(W)=19.21 IE(IN)8"(E)=19.21 IE(OUT)8"(S)=19.11 STA G0+29, 0' LT RIM=33.23 EXIST WSEXIST & PROP WEXIST 6"SDIE=29.8PROP FHPROP WSPROP 12"SDIE=30.4PROP 12"SDIE=27.3PLAN SCALE: 1"=20' 18-2251 SS-19 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 WHITWORTH AVE S SEWER PLAN & PROFILE STA G0+00 TO STA G3+20 JJM BAW TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-SS.dwg SS-19 3/6/2020 10:15 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 SCALE: 1"=20' HORIZ, 1"=5' VERT PROFILE EXIST GR @ ROW CL WHITWORTH AVE S MATCHLINE STA G3+20SEE SHEET SS-20MATCHLINE STA G3+20SEE SHEET SS-2012 TYP 42 TYP 15 7 S 2ND STSIDE SEWER TABLE SIDE SEWER NO.*ADDRESS APPROX STATION AT MAIN 215 WHITWORTH AVE S G2+65 220 WHITWORTH AVE S G3+15 1 2 13 1 13 2 SSMH #7, SEE SHT SS-3 SHEET NOTES: 1.SURVEY CONTROL NUMBER (#) SEE SHEET G-5 FOR SURVEY CONTROL POINT INFORMATION. 2.THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND TAKEN FROM UTILITY LOCATE MARKINGS, RECORD DRAWINGS, AND/OR OTHER AVAILABLE MAPPING. EXACT LOCATIONS OF ALL EXISTING UTILITIES MUST BE DETERMINED BY THE CONTRACTOR PRIOR TO AND DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR POTHOLING AND VERIFYING THE LOCATION, DEPTH, SIZE, MATERIAL AND CONFIGURATION OF THE EXISTING UTILITIES. 3.LOCATIONS OF SIDE SEWERS SHOWN ARE APPROXIMATE AND MAY NOT REFLECT ACTUAL LOCATIONS. 4.TYPICAL PAVEMENT RESTORATION SEE RESTORATION SHEETS. 5. FOR ADDITIONAL SANITARY SEWER NOTES, SEE SHEET G-4. 1.CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-5 2.AT UTILITY CROSSINGS MAINTAIN MINIMUM VERTICAL SEPARATION OF 18" FROM ALL OTHER UTILITIES, MEASURED WALL-TO-WALL. 3.PROTECT EXIST WATER UTILITY PROVIDE SUPPORT DURING CONSTRUCTION 4.PROTECT EXIST SD AND/OR TEMPORARILY RELOCATE AND RESTORE EXIST SD AS NECESSARY 5.PROTECT EXIST UNDERGROUND POWER & TELECOMMUNICATION, PROVIDE SUPPORT DURING CONSTRUCTION 6.FURNISH AND INSTALL NEW SSMH AS SHOWN PER CITY STD DETAIL 400.1, 401, AND 106 7.FURNISH AND INSTALL NEW SANITARY SEWER PIPE PER CITY STD DETAIL 405 8.INSTALL SIDE SEWER PER CITY STD DETAIL 406.1, 406.2, AND/OR 407 AND CO IF SHOWN 1 2 4 5 7 10 12 13 CONSTRUCTION NOTES FOR CONTINUATION SEE SHEET SS-3 FOR CONTINUATION SEE SHEET SS-3 *SS NO. SPECIFIC TO THIS SHEET 10 TYP TYP 5' MIN SUPPORT SPU WATER IN PLACE PER 1-07.17, DO NOT ALLOW EXIST PEA GRAVEL BACKFILL TO UNRAVEL, BACKFILL PIPE BEDDING PER SPU STD PLAN 350 REPLACE SS TO GUTTER SPU PROP E R T Y ••••••••••••••••••••••••••33333333 33 WHITWORTH AVE S 18" PP SD18" PP SD12" PP SD 12" PP SD 12"D I S D 12"DI SD12"DI SD12"DI W STA G3+95, 0' LT SSMH #29 FURNISH & INSTALL: 1-60" DIA MH G4+00 G5+00 G6+00G6+00 24" C900 SS24" C900 SS8" C900 SS 5 10 15 20 25 30 35 5 10 15 20 25 30 35 G3+20 G3+40 G3+60 G3+80 G4+00 G4+20 G4+40 G4+60 G4+80 G5+00 G5+20 G5+40 G5+60 G5+80 G6+00 163 LF 8" C900 SS @ SLP=0.4% SSMH #29 IE(IN)8"(N)=17.65 IE(IN)8"(E)=26.40 IE(OUT)8"(S)=17.55 STA G3+95, 0' LT RIM=32.97 EXIST WSEXIST GEXIST WSEXIST UGPEXIST WEXIST TEXIST UGPEXIST UGPEXIST & PROP SDSSMH #19 IE(IN)24"(W)=15.56 IE(IN)8"(N)=16.90 IE(OUT)24"(E)=15.46 STA G5+58, 0' LT RIM=33.11EXIST GPROP 12"SDIE=26.7PROP 18"SDIE=23.0PLAN SCALE: 1"=20' 18-2251 SS-20 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 WHITWORTH AVE S SEWER PLAN & PROFILE STA G3+20TO STA G6+00 JJM BAW TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-SS.dwg SS-20 3/6/2020 10:15 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 SCALE: 1"=20' HORIZ, 1"=5' VERT PROFILE EXIST GR @ ROW CL WHITWORTH AVE S MATCHLINE STA G3+20SEE SHEET SS-19MATCHLINE STA G3+20SEE SHEET SS-19S 3RD ST7 13 4 52 SSMH #19, SEE SHT SS-9 SIDE SEWER TABLE SIDE SEWER NO.*ADDRESS APPROX STATION AT MAIN 316 3RD ST G3+75 400 S 3RD ST G4+52 1 2 113 FOR CONTINUATION SEE SHEET SS-9 FOR CONTINUATION SEE SHEET SS-9 11 SHEET NOTES: 1.SURVEY CONTROL NUMBER (#) SEE SHEET G-5 FOR SURVEY CONTROL POINT INFORMATION. 2.THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND TAKEN FROM UTILITY LOCATE MARKINGS, RECORD DRAWINGS, AND/OR OTHER AVAILABLE MAPPING. EXACT LOCATIONS OF ALL EXISTING UTILITIES MUST BE DETERMINED BY THE CONTRACTOR PRIOR TO AND DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR POTHOLING AND VERIFYING THE LOCATION, DEPTH, SIZE, MATERIAL AND CONFIGURATION OF THE EXISTING UTILITIES. 3.LOCATIONS OF SIDE SEWERS SHOWN ARE APPROXIMATE AND MAY NOT REFLECT ACTUAL LOCATIONS. 4.TYPICAL PAVEMENT RESTORATION SEE RESTORATION SHEETS. 5. FOR ADDITIONAL SANITARY SEWER NOTES, SEE SHEET G-4. 1.CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-5 2.AT UTILITY CROSSINGS MAINTAIN MINIMUM VERTICAL SEPARATION OF 18" FROM ALL OTHER UTILITIES, MEASURED WALL-TO-WALL. 3.PROTECT EXIST GAS & GAS SERVICES, PROVIDE SUPPORT DURING CONSTRUCTION 4.PROTECT EXIST WATER UTILITY PROVIDE SUPPORT DURING CONSTRUCTION 5.PROTECT EXIST SD AND/OR TEMPORARILY RELOCATE AND RESTORE EXIST SD AS NECESSARY 6.PROTECT EXIST UNDERGROUND POWER & TELECOMMUNICATION, PROVIDE SUPPORT DURING CONSTRUCTION 7.FURNISH AND INSTALL NEW SSMH AS SHOWN PER CITY STD DETAIL 400.1, 401 AND 106 8.FURNISH AND INSTALL NEW DROP SSMH AS SHOWN PER CITY STD DETAIL 400.1, 401, 402.1, 402.2, AND 106 9.FURNISH AND INSTALL NEW SANITARY SEWER PIPE PER CITY STD DETAIL 405 10.INSTALL SIDE SEWER PER CITY STD DETAIL 406.1, 406.2 AND/OR 407 AND CO IF SHOWN 11.CONNECT EXIST PIPE TO NEW PIPE W/ FLEX CPLG, SEE DETAIL 2, SHT SS-42 1 2 3 4 5 7 10 11 12 13 15 CONSTRUCTION NOTES 11 2 *SS NO. SPECIFIC TO THIS SHEET 12 TYP 10 15 TYP TYP TYP TYP TYP 13 38REPLACE SS TO GUTTER •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••343 5 35343433 33 3333 CRPL #3 66" STLMORRIS AVE S S 2ND ST••••••••••••••••••••••••••••12"C900 SD12" PP SD8"DI SDSTA H2+20, 13' LT SSMH #30 FURNISH & INSTALL: 1-48" DIA MH H0+00 H1+00 H2+008" C900 SS8" SDR 35 SS 8" C900 SS8" SDR 35 SS 15 20 25 30 35 40 45 15 20 25 30 35 40 45 H0+00 H0+20 H0+40 H0+60 H0+80 H1+00 H1+20 H1+40 H1+60 H1+80 H2+00 H2+20 H2+40 191 LF 8" SDR 35 SS @ SLP=0.4% SSMH #30 IE(OUT)8"(N)=25.29 STA H2+20, 13' LT RIM=33.15EXIST WEXIST UGPEXIST TEXIST UGPEXIST & PROP SDEXIST WEXIST TEXIST TEXIST UGPSSMH #8 IE(IN)8"(E)=24.53 IE(IN)8"(S)=24.53 IE(OUT)8"(W)=24.43 STA H0+29, 15' LT RIM=33.78 •••••••••••••••••••••••••••••••••••••••••••••••••••3434 33 34MORRIS AVE S 12" C900 SD 18" PP SD12" PP SD12" PP SD12" PP SD 12"DI SD12"DI SD12"DI SDSTA H3+99, 11' RT SSMH #31 FURNISH & INSTALL: 1-48" DIA MH H4+00 H5+00 8" SDR 35 SS 24" C900 SS24" C900 SS5 10 15 20 25 30 35 40 5 10 15 20 25 30 35 40 H3+80 H4+00 H4+20 H4+40 H4+60 H4+80 H5+00 H5+20 H5+40 H5+60 H5+80 SSMH #31 IE(OUT)8"(S)=25.67 STA H3+99, 11' RT RIM=33.78PROP & EXIST SDEXIST UGPEXIST W163 LF 8" SDR 35 SS @ SLP=1 . 3 % SSMH #20 IE(IN)24"(W)=15.16 IE(IN)8"(N)=23.52 IE(OUT)24"(E)=15.06 STA H5+62, 11' RT RIM=33.84PROP 18"SDIE=26.1PROP 12"SDIE=26.8PLAN SCALE: 1"=20' 18-2251 SS-21 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 MORRIS AVE S SEWER PLAN & PROFILE STA H0+00 TO STA H5+80 JJM BAW TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-SS.dwg SS-21 3/6/2020 10:15 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 SCALE: 1"=20' HORIZ, 1"=5' VERT PROFILE EXIST GR @ ROW CL MORRIS AVE S S 2ND STPLAN SCALE: 1"=20' MORRIS AVE S S 3RD STEXIST GR @ ROW CL SCALE: 1"=20' HORIZ, 1"=5' VERT PROFILE 2 TYP 5 4 1 7 SSMH #8, SEE SHT SS-4 15 4 SSMH #20, SEE SHT SS-9 12 TYP 10 10 SIDE SEWER TABLE SIDE SEWER NO.*ADDRESS APPROX STATION AT MAIN 507 S 2ND ST H0+80 419 S 2ND ST H0+84 SIDE SEWER TABLE SIDE SEWER NO.*ADDRESS APPROX STATION AT MAIN 211 MORRIS AVE S H1+56 280 MORRIS AVE S, 504 S 3RD ST UNK 1 2 3 4 2 13 3 13 FOR CONTINUATION SEE SHEET SS-9 FOR CONTINUATION SEE SHEET SS-10 FOR CONTINUATION SEE SHEET SS-4 FOR CONTINUATION SEE SHEET SS-4 SHEET NOTES: 1.SURVEY CONTROL NUMBER (#) SEE SHEET G-5 FOR SURVEY CONTROL POINT INFORMATION. 2.THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND TAKEN FROM UTILITY LOCATE MARKINGS, RECORD DRAWINGS, AND/OR OTHER AVAILABLE MAPPING. EXACT LOCATIONS OF ALL EXISTING UTILITIES MUST BE DETERMINED BY THE CONTRACTOR PRIOR TO AND DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR POTHOLING AND VERIFYING THE LOCATION, DEPTH, SIZE, MATERIAL AND CONFIGURATION OF THE EXISTING UTILITIES. 3.LOCATIONS OF SIDE SEWERS SHOWN ARE APPROXIMATE AND MAY NOT REFLECT ACTUAL LOCATIONS. 4.TYPICAL PAVEMENT RESTORATION SEE RESTORATION SHEETS. 5. FOR ADDITIONAL SANITARY SEWER NOTES, SEE SHEET G-4. 1.CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-5 2.AT UTILITY CROSSINGS MAINTAIN MINIMUM VERTICAL SEPARATION OF 18" FROM ALL OTHER UTILITIES, MEASURED WALL-TO-WALL. 3.PROTECT EXIST WATER UTILITY PROVIDE SUPPORT DURING CONSTRUCTION 4.PROTECT EXIST SD AND/OR TEMPORARILY RELOCATE AND RESTORE EXIST SD AS NECESSARY 5.PROTECT EXIST UNDERGROUND POWER & TELECOMMUNICATION, PROVIDE SUPPORT DURING CONSTRUCTION 6.FURNISH AND INSTALL NEW SSMH AS SHOWN PER CITY STD DETAIL 400.1, 401, AND 106 7.FURNISH AND INSTALL NEW DROP SSMH AS SHOWN PER CITY STD DETAIL 400.1, 401, 402.2, AND 106 8.FURNISH AND INSTALL NEW SANITARY SEWER PIPE PER CITY STD DETAIL 405 9.INSTALL SIDE SEWER PER CITY STD DETAIL 406.1, 406.2 AND/OR 407 AND CO IF SHOWN 1 2 4 5 7 10 11 12 13 CONSTRUCTION NOTES 1010 *SS NO. SPECIFIC TO THIS SHEET 10 10 134 DISTANCE BETWEEN SIDE SEWER AND EXIST MAIN IS UNKNOWN, CONTRACTOR TO LOCATE, REMOVE BEND TO MAKE STRAIGHT SS CONNECTION TO NEW SEWER 1 13 TYP TYPTYP REPLACE SS TO GUTTER •••••••••••••••••••••••••••••••••••38 393939CRPL #3 66" STLBURNETT AVE S BURNETT AVE S STA J0+18, 4' LT SSMH #32 FURNISH & INSTALL: 1-60" DIA MH J0+00 J1+0012" C900 SS 15 20 25 30 35 40 45 15 20 25 30 35 40 45 J0+00 J0+20 J0+40 J0+60 J0+80 J1+00 SSMH #32 IE(IN)12"(S)=27.94 IE(IN)8"(N)=32.10 IE(OUT)12"(W)=27.84 STA J0+18, 4' LT RIM=38.35 44 LF 12" C900 SS @ SLP=0.8%EXIST TEXIST WEXIST T DUCTEXIST T DUCTEXIST TEXIST UGPEXIST UGPEXIST 6"SDSSMH #12 IE(IN)8"(W)=28.41 IE(IN)12"(E)=32.00 IE(IN)8"(S)=32.00 IE(OUT)12"(N)=28.31 STA J0+63, 6' LT RIM=38.74EXIST 66" W (SPU)PLAN SCALE: 1"=20' 18-2251 SS-22 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 BURNETT AVE S SEWER PLAN & PROFILE STA J0+00 TO STA J1+00 JJM BAW TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-SS.dwg SS-22 3/6/2020 10:15 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 SCALE: 1"=20' HORIZ, 1"=5' VERT PROFILE EXIST GR @ ROW CL BURNETT AVE SS 2ND STSSMH #12, SEE SHT SS-5 1 3 7 4 2 TYP 12 TYP 11 FOR CONTINUATION SEE SHEET SS-5 SHEET NOTES: 1.SURVEY CONTROL NUMBER (#) SEE SHEET G-5 FOR SURVEY CONTROL POINT INFORMATION. 2.THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND TAKEN FROM UTILITY LOCATE MARKINGS, RECORD DRAWINGS, AND/OR OTHER AVAILABLE MAPPING. EXACT LOCATIONS OF ALL EXISTING UTILITIES MUST BE DETERMINED BY THE CONTRACTOR PRIOR TO AND DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR POTHOLING AND VERIFYING THE LOCATION, DEPTH, SIZE, MATERIAL AND CONFIGURATION OF THE EXISTING UTILITIES. 3.LOCATIONS OF SIDE SEWERS SHOWN ARE APPROXIMATE AND MAY NOT REFLECT ACTUAL LOCATIONS. 4.TYPICAL PAVEMENT RESTORATION SEE RESTORATION SHEETS. 5. FOR ADDITIONAL SANITARY SEWER NOTES, SEE SHEET G-4. 1.CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-5 2.AT UTILITY CROSSINGS MAINTAIN MINIMUM VERTICAL SEPARATION OF 18" FROM ALL OTHER UTILITIES, MEASURED WALL-TO-WALL. 3.PROTECT EXIST GAS & GAS SERVICES, PROVIDE SUPPORT DURING CONSTRUCTION 4.PROTECT EXIST WATER UTILITY PROVIDE SUPPORT DURING CONSTRUCTION 5.PROTECT EXIST SD AND/OR TEMPORARILY RELOCATE AND RESTORE EXIST SD AS NECESSARY 6.PROTECT EXIST SS, SSMH, & APPURTENANCES AS REQUIRED AND IN ACCORDANCE W/ SPECS 7.PROTECT EXIST UNDERGROUND POWER & TELECOMMUNICATION, PROVIDE SUPPORT DURING CONSTRUCTION PROTECT OR REMOVE AND REPLACE SURVEY MONUMENT PER CITY STD DETAIL H031 AS REQUIRED FOR CONSTRUCTION 8.FURNISH AND INSTALL NEW SSMH AS SHOWN PER CITY STD DETAIL 400.1, 401, AND 106 8.FURNISH AND INSTALL NEW DROP SSMH AS SHOWN PER CITY STD DETAIL 400.1, 401, 402.2, AND 106 9.FURNISH AND INSTALL NEW SANITARY SEWER PIPE PER CITY STD DETAIL 405 10.CONNECT EXIST PIPE TO NEW PIPE W/FLEX CPLG, SEE DETAIL 2, SHT SS-42 1 2 3 4 5 6 7 8 10 12 15 CONSTRUCTION NOTES 11 11 TYP TYP KING COUNTY MANHOLE R01-20 TIE-IN, SEE DET SHT SS-40 6 TYP 5 8 15 15 POTHOLE IN ADVANCE OF CONSTRUCTION 1139PREVIOUSLY ABANDONED SHORING MAY BE ENCOUNTERED IN THE VICINITY OF THE KING COUNTY EASTSIDE INTERCEPTOR FO INSTALLED BY HDD. POTHOLE IN ADVANCE OF CONSTRUCTION AND PROTECT IN PLACE ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••444444 45 4545 464544 4444454 646 CRPL#3 66" STLCPPL#3 66" STLCPPL#3 66" STLCPPL#3 66" STL MILL AVE SS 2ND ST MILL AVE S••••••••••••••••••••••••••••••••STA K3+20, 4' LT SSMH #33 FURNISH & INSTALL: 1-48" DIA MH STA K3+95, 4' LT SSMH #34 FURNISH & INSTALL: 1-48" DIA MH 297 LF 12" CIPP SS 12" C900 SS K4+20 K0+00 K1+00 K2+00 K3+00 K4+008" SDR 35 SS12" CIPP SSC900 STA K0+18, 6' LT SSMH #84571 IE 37.3 SE-W @ CL 25 30 35 40 45 50 55 25 30 35 40 45 50 55 K0+00 K0+20 K0+40 K0+60 K0+80 K1+00 K1+20 K1+40 K1+60 K1+80 K2+00 K2+20 K2+40 K2+60 K2+80 K3+00 K3+20 K3+40 K3+60 K3+80 K4+00 K4+20 76 LF 12" C900 SS @ SLP=0.6%EXIST WEXIST WSEXIST WSEXIST WSEXIST WSEXIST FHEXIST FHEXIST SDEXIST GEXIST UGP, T & COMEXIST WSEXIST UGPEXIST GINSTALL 297 LF OF 12" CURED-IN-PLACE PIPEEXIST UGPEXIST TPROP WEXIST WEXIST TSSMH #34 IE(IN)6"(E)=39.01 IE(OUT)12"(W)=38.60 STA K3+95, 4' LT RIM=45.21 EXIST 12" CLAY SSHM #33 IE(IN)12"(E)=38.18 IE(IN)12"(S)=38.80 IE(IN)8"(N)=38.52 IE(OUT)12"(W)=38.08 STA K3+20, 4' LT RIM=46.10 EXIST SSMH 84571 IE(IN)12"(E)=37.30 IE(IN)8"(S)=37.30 IE(OUT)12"(W)=37.30 STA K0+18, 6' LT RIM=44.68 PLAN SCALE: 1"=20' 18-2251 SS-24 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 S 2ND ST SEWER PLAN & PROFILE STA K0+00 TO STA K4+20 JJM BAW TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-SS.dwg SS-24 3/6/2020 10:15 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 SCALE: 1"=20' HORIZ, 1"=5' VERT PROFILE EXIST GR @ ROW CL S 2ND ST MILL AVE S15 4 1 3 2 TYP FOR CONTINUATION SEE SHEET SS-25 SHEET NOTES: 1.SURVEY CONTROL NUMBER (#) SEE SHEET G-5 FOR SURVEY CONTROL POINT INFORMATION. 2.THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND TAKEN FROM UTILITY LOCATE MARKINGS, RECORD DRAWINGS, AND/OR OTHER AVAILABLE MAPPING. EXACT LOCATIONS OF ALL EXISTING UTILITIES MUST BE DETERMINED BY THE CONTRACTOR PRIOR TO AND DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR POTHOLING AND VERIFYING THE LOCATION, DEPTH, SIZE, MATERIAL AND CONFIGURATION OF THE EXISTING UTILITIES. 3.LOCATIONS OF SIDE SEWERS SHOWN ARE APPROXIMATE AND MAY NOT REFLECT ACTUAL LOCATIONS. 4.TYPICAL PAVEMENT RESTORATION SEE RESTORATION SHEETS. 5. FOR ADDITIONAL SANITARY SEWER NOTES, SEE SHEET G-4. 1.CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-5 2.AT UTILITY CROSSINGS MAINTAIN MINIMUM VERTICAL SEPARATION OF 18" FROM ALL OTHER UTILITIES, MEASURED WALL-TO-WALL. 3.PROTECT EXIST GAS & GAS SERVICES, PROVIDE SUPPORT DURING CONSTRUCTION 4.PROTECT EXIST WATER UTILITY PROVIDE SUPPORT DURING CONSTRUCTION 5.PROTECT EXIST SS, SSMH, & APPURTENANCES AS REQUIRED AND IN ACCORDANCE W/ SPECS 6.PROTECT EXIST UNDERGROUND POWER & TELECOMMUNICATION, PROVIDE SUPPORT DURING CONSTRUCTION PROTECT OR REMOVE AND REPLACE SURVEY MONUMENT PER CITY STD DETAIL H031 AS REQUIRED FOR CONSTRUCTION 7.FURNISH AND INSTALL NEW SSMH AS SHOWN PER CITY STD DETAIL 400.1, 401, AND 106 8.FURNISH AND INSTALL NEW SANITARY SEWER PIPE PER CITY STD DETAIL 405 9.CONNECT EXIST PIPE TO NEW PIPE W/FLEX CPLG, SEE DETAIL 2, SHT SS-42 10.DO NOT REINSTATE INACTIVE SERVICE LATERAL 11.REINSTATE ALL ACTIVE SERVICE LATERAL CONNECTIONS 1 2 3 4 6 7 8 10 12 15 CONSTRUCTION NOTES 10 MAIN AVE S12 TYP 10 7 15 6 SIDE SEWER TABLE SIDE SEWER NO.*ADDRESS APPROX STATION AT MAIN 1000 BRONSON WAY K0+99 1010 S 2ND ST K1+31 SIDE SEWER TABLE SIDE SEWER NO.*ADDRESS APPROX STATION AT MAIN 211 MILL AVE S K2+49 SIDE SEWER TABLE SIDE SEWER NO.*ADDRESS APPROX STATION AT MAIN 1017 & 1023 BRONSON WAY & 123 MILL AVE S K2+861 2 3 4 *SS NO. SPECIFIC TO THIS SHEET 1 2 4 3 10 8 SSMH #34, SEE SHT SS-25 10 18 18 18 18 17 18 17 ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••46 4544 45 454 4 4 4 45 46 4 343 CRPL#3 66" STL CPPL#3 66" STLMILL AVE S MILL AVE S 12"DI W STA L3+46, 5' RT SSMH #35 FURNISH & INSTALL: 1-48" DIA MH L0+00 L1+00 L2+00 L3+00 L4+0012" C900 SS8" SDR 35 SS12" CIPP SSC900STA L3+92, 5' RT SSMH #33 FURNISH & INSTALL: 1-48" DIA MH 25 30 35 40 45 50 55 25 30 35 40 45 50 55 L0+00 L0+20 L0+40 L0+60 L0+80 L1+00 L1+20 L1+40 L1+60 L1+80 L2+00 L2+20 L2+40 L2+60 L2+80 L3+00 L3+20 L3+40 L3+60 L3+80 L4+00 L4+20 L4+40 L4+60 L4+80PROP 12" WEXIST UGPEXIST TEXIST TEXIST & PROP SDEXIST COMEXIST WEXIST 12" CLAY SSHM #33 IE(IN)12"(E)=38.18 IE(IN)12"(S)=38.80 IE(IN)8"(N)=38.52 IE(OUT)12"(W)=38.08 STA L3+92, 5' RT RIM=46.10 SSMH #35 IE(IN)6"(E)=39.17 IE(OUT)8"(S)=38.90 STA L3+46, 5' RT RIM=45.87 45 LF 8" SDR 35 SS @ SLP=0.8%EXIST W(PREV ABAN)EXIST UGP & FOEXIST GPLAN SCALE: 1"=20' 18-2251 SS-25 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 MILL AVE S SEWER PLAN & PROFILE STA L0+00 TO STA L4+80 JJM BAW TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-SS.dwg SS-25 3/6/2020 10:15 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 MILL AVE S S 2ND STFOR CONTINUATION SEE SHEET SS-24 MATCHLINE STA L4+80SEE SHEET SS-26SCALE: 1"=20' HORIZ, 1"=5' VERT PROFILE MATCHLINE STA L4+80SEE SHEET SS-26SHEET NOTES: 1.SURVEY CONTROL NUMBER (#) SEE SHEET G-5 FOR SURVEY CONTROL POINT INFORMATION. 2.THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND TAKEN FROM UTILITY LOCATE MARKINGS, RECORD DRAWINGS, AND/OR OTHER AVAILABLE MAPPING. EXACT LOCATIONS OF ALL EXISTING UTILITIES MUST BE DETERMINED BY THE CONTRACTOR PRIOR TO AND DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR POTHOLING AND VERIFYING THE LOCATION, DEPTH, SIZE, MATERIAL AND CONFIGURATION OF THE EXISTING UTILITIES. 3.LOCATIONS OF SIDE SEWERS SHOWN ARE APPROXIMATE AND MAY NOT REFLECT ACTUAL LOCATIONS. 4.TYPICAL PAVEMENT RESTORATION SEE RESTORATION SHEETS. 5. FOR ADDITIONAL SANITARY SEWER NOTES, SEE SHEET G-4. 1.CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-5 2.AT UTILITY CROSSINGS MAINTAIN MINIMUM VERTICAL SEPARATION OF 18" FROM ALL OTHER UTILITIES, MEASURED WALL-TO-WALL. 3.PROTECT EXIST GAS & GAS SERVICES, PROVIDE SUPPORT DURING CONSTRUCTION 4.PROTECT EXIST WATER UTILITY PROVIDE SUPPORT DURING CONSTRUCTION 5.PROTECT EXIST UNDERGROUND POWER & TELECOMMUNICATION, PROVIDE SUPPORT DURING CONSTRUCTION 6.PROTECT OR REMOVE AND REPLACE SURVEY MONUMENT PER CITY STD DETAIL H031 AS REQUIRED FOR CONSTRUCTION 7.FURNISH AND INSTALL NEW SSMH AS SHOWN PER CITY STD DETAIL 400.1, 401, AND 106 8.FURNISH AND INSTALL NEW SANITARY SEWER PIPE PER CITY STD DETAIL 405 9.INSTALL SIDE SEWER PER CITY STD DETAIL 406.1, 406.2, AND/OR 407 AND CO IF SHOWN 10.CONNECT EXIST PIPE TO NEW PIPE W/FLEX CPLG, SEE DETAIL 2, SHT SS-42 11.DO NOT REINSTATE INACTIVE SERVICE LATERAL 12.REINSTATE ALL ACTIVE LATERAL CONNECTIONS 1 2 3 4 7 8 10 12 13 15 CONSTRUCTION NOTES CONTRACTOR TO DETERMINE WHICH SS IS ACTIVE, AND RECONNECT WITH CO, ABANDON OLD SS IN ACCORDANCE W/ SPECS 15 1 2 4 13 SIDE SEWER TABLE SIDE SEWER NO.*ADDRESS APPROX STATION AT MAIN 100 MILL AVE S L3+46 SSMH #351 *SS NO. SPECIFIC TO THIS SHEET 12 10 10 1 TYP 7 8" SDR 35 SS 12" CIPP SS 10 10 8 3 17 18 17 17 EXIST GR @ ROW CL FOR CONTINUATION SEE SHEET SS-24 •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••4 7 4 7 5 3 5 2 5 1 5 0 4 9 48 474747 46 46 46 46 46 45 CRPL#3 66" STLCRPL#3 66" STL CRPL#3 66" STL MILL AVE S MILL AVE S CRPL#3 66" STL 12" PP SD 12"PP SD 8"C900 SD8"C900 SD8"C900 SD 12"DI W 12"DI W 12"DI W STA L6+76, 5' RT SSMH #36 FURNISH & INSTALL: 1-48" DIA MH L5+00 L6+00 L7+00 L8+00 L9+00L9+00 134 LF 12" CIPP SS284 LF 12" CIPP SS STA L8+13, 4' RT SSMH #79860 IE 40.50 SW, N 25 30 35 40 45 50 55 25 30 35 40 45 50 55 L4+80 L5+00 L5+20 L5+40 L5+60 L5+80 L6+00 L6+20 L6+40 L6+60 L6+80 L7+00 L7+20 L7+40 L7+60 L7+80 L8+00 L8+20 L8+40 L8+60 L8+80 L9+00 INSTALL 134 LF 12" CURED-IN-PLACE PIPEEXIST UGPEXIST FHEXIST TEXIST WSEXIST WSEXIST SDSSMH #36 IE(IN)12"(S)=40.10 IE(OUT)12"(N)=40.10 STA L6+76, 5' RT RIM=46.27 EXIST MH 79860 IE(OUT)12"(N)=40.50 STA L8+13, 4' RT RIM=46.77 INSTALL 284 LF 12" CURED-IN-PLACE PIPE PLAN SCALE: 1"=20' 18-2251 SS-26 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 MILL AVE S SEWER PLAN & PROFILE STA L4+80 TO STA L9+00 JJM BAW TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-SS.dwg SS-26 3/6/2020 10:15 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 MILL AVE S HOUSER WAY SMATCHLINE STA L4+80SEE SHEET SS-25MATCHLINE STA L4+80SEE SHEET SS-25SHEET NOTES: 1.SURVEY CONTROL NUMBER (#) SEE SHEET G-5 FOR SURVEY CONTROL POINT INFORMATION. 2.THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND TAKEN FROM UTILITY LOCATE MARKINGS, RECORD DRAWINGS, AND/OR OTHER AVAILABLE MAPPING. EXACT LOCATIONS OF ALL EXISTING UTILITIES MUST BE DETERMINED BY THE CONTRACTOR PRIOR TO AND DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR POTHOLING AND VERIFYING THE LOCATION, DEPTH, SIZE, MATERIAL AND CONFIGURATION OF THE EXISTING UTILITIES. 3.LOCATIONS OF SIDE SEWERS SHOWN ARE APPROXIMATE AND MAY NOT REFLECT ACTUAL LOCATIONS. 4.TYPICAL PAVEMENT RESTORATION SEE RESTORATION SHEETS. 5. FOR ADDITIONAL SANITARY SEWER NOTES, SEE SHEET G-4. 1.CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-5 2.FURNISH AND INSTALL NEW SSMH AS SHOWN PER CITY STD DETAIL 400.1, 401, AND 106 3.GROUT NEW PIPE INTO EXIST SSMH AND RE-GROUT THE SSMH CHANNEL 4.CONNECT EXIST PIPE TO NEW PIPE W/FLEX CPLG, SEE DETAIL 2, SHT SS-42 5.DO NOT REINSTATE INACTIVE SERVICE LATERAL 12.REINSTATE ALL ACTIVE LATERAL CONNECTIONS 1 10 CONSTRUCTION NOTES SCALE: 1"=20' HORIZ, 1"=5' VERT PROFILE 1 10 15 14 14 15 17 17 17 17 17 17 17 EXIST 12" CLAY 1 17 1718 EXIST 12" CLAY EXIST GR @ ROW CL SIDE SEWER TABLE SIDE SEWER NO.*ADDRESS APPROX STATION AT MAIN 211 MILL AVE S L5+331 *SS NO. SPECIFIC TO THIS SHEET 18 •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••363 6 3 5 3534 3534333233 32 33343536 37 3 8 39 35 36 37 38 39 40 41 40 39 38 37 36 35 S 2ND STCRPL#3 66" STLCRPL#1 66" STLCRPL#2 51.5" STLCRPL#3 66" STLCRPL#1 66" STLCRPL#2 51.5" STL•••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••12"DI WSTA N4+00, 0' SSMH #3 FURNISH & INSTALL: 1-48" DIA MH 8" SDR 35 SSN0+00 N1+00 N2+00 N3+00 N4+00N4+008" C900 SS8" SDR 35 SSSTA N3+56, 0' LT SSMH #37 FURNISH & INSTALL: 1-60" DIA MHSTA N0+08, 0' RT SSMH #31404 (BRICK STCR) RIM 37.67 IE 30.8 N, S @ CL 8" CONC 10 15 20 25 30 35 40 10 15 20 25 30 35 40 N0+00 N0+20 N0+40 N0+60 N0+80 N1+00 N1+20 N1+40 N1+60 N1+80 N2+00 N2+20 N2+40 N2+60 N2+80 N3+00 N3+20 N3+40 N3+60 N3+80 N4+00 N4+20 SSMH #3 IE(IN)8"(W)=24.57 IE(IN)8"(N)=24.57 IE(OUT)8"(E)=24.47 STA N4+00, 0' RIM=33.75 44 LF 8" SDR 35 SS @ SLP=1.0% SSMH 31404 IE(OUT)8"(S)=30.80 STA N0+08, 0' RT RIM=37.67 SSMH #37 IE(IN)8"(N)=27.70 IE(OUT)8"(S)=25.01 STA N3+57, 0' LT RIM=33.77 EXIST T & UGPEXIST TEXIST T & UGPEXIST UGPEXIST SDEXIST WSEXIST GINSTALL 398 LF 8" CURED-IN-PLACE PIPE EXIST 8" CLAY PROP WPLAN SCALE: 1"=20' 18-2251 SS-27 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 SIDE SEWER PLAN & PROFILE STA N0+00 TO STA N4+00 JJM BAW TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-SS.dwg SS-27 3/6/2020 10:15 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 SCALE: 1"=20' HORIZ, 1"=5' VERT PROFILE SHEET NOTES: 1.SURVEY CONTROL NUMBER (#) SEE SHEET G-5 FOR SURVEY CONTROL POINT INFORMATION. 2.THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND TAKEN FROM UTILITY LOCATE MARKINGS, RECORD DRAWINGS, AND/OR OTHER AVAILABLE MAPPING. EXACT LOCATIONS OF ALL EXISTING UTILITIES MUST BE DETERMINED BY THE CONTRACTOR PRIOR TO AND DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR POTHOLING AND VERIFYING THE LOCATION, DEPTH, SIZE, MATERIAL AND CONFIGURATION OF THE EXISTING UTILITIES. 3.LOCATIONS OF SIDE SEWERS SHOWN ARE APPROXIMATE AND MAY NOT REFLECT ACTUAL LOCATIONS. 4.TYPICAL PAVEMENT RESTORATION SEE RESTORATION SHEETS. 5. FOR ADDITIONAL SANITARY SEWER NOTES, SEE SHEET G-4. EXIST GR @ ROW CL S 2ND ST1.AT UTILITY CROSSINGS MAINTAIN MINIMUM VERTICAL SEPARATION OF 18" FROM ALL OTHER UTILITIES, MEASURED WALL-TO-WALL. 2.PROTECT EXIST GAS & GAS SERVICES, PROVIDE SUPPORT DURING CONSTRUCTION 3.PROTECT EXIST WATER UTILITY PROVIDE SUPPORT DURING CONSTRUCTION 4.PROTECT EXIST UNDERGROUND POWER & TELECOMMUNICATION, PROVIDE SUPPORT DURING CONSTRUCTION PROTECT OR REMOVE AND REPLACE TRAFFIC DETECTION LOOP 5.FURNISH AND INSTALL NEW SSMH AS SHOWN PER CITY STD DETAIL 400.1, 401, AND 106 6.FURNISH AND INSTALL NEW DROP SSMH AS SHOWN PER CITY STD DETAIL 400.1, 401, 402.1, 402.2, AND 106 7.FURNISH AND INSTALL NEW SANITARY SEWER PIPE PER CITY STD DETAIL 405 4.CONNECT EXIST PIPE TO NEW PIPE W/FLEX CPLG, SEE DETAIL 2, SHT SS-42 5.DO NOT REINSTATE INACTIVE SERVICE LATERAL 6.REINSTATE ALL ACTIVE LATERAL CONNECTIONS 2 3 4 7 9 10 11 12 15 10 10 12 TYP SIDE SEWER TABLE SIDE SEWER NO.*ADDRESS APPROX STATION AT MAIN 110 RAINIER AVE S N0+50 124 RAINIER AVE S N1+00 SIDE SEWER TABLE SIDE SEWER NO.*ADDRESS APPROX STATION AT MAIN 128 RAINIER AVE S N1+45 134 RAINIER AVE S N1+72 1 2 3 4 398 LF 8" CIPP SS CONSTRUCTION NOTES 8" SDR 35 SS FOR CONTINUATION SEE SHEET SS-1 FOR CONTINUATION SEE SHEET SS-1 15 17 18 SSMH 5210 17 17 17 17 17 17 2 18 1 18 3 18 4 18 2317 SSMH LOCATED BEHIND FENCE 11 11 2 3 7 4TYP •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••34 33 32 32 31 32 35 32 31 33 33 333232 RAINIER AVE S SW SUNSET BLVD•••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• ••• • • • • • • • •••••••••••••••••••••••••••••••B0+00 B1+00 B2+00 B3+0 0 B3+2 0 24" C900 SSSTA B0+89, 29' RT SSMH #10826 (MH2184) IE 26.5 N, S @ CL 8" CLAY 10 15 20 25 30 35 40 45 10 15 20 25 30 35 40 45 B0+00 B0+20 B0+40 B0+60 B0+80 B1+00 B1+20 B1+40 B1+60 B1+80 B2+00 B2+20 B2+40 B2+60 B2+80 B3+00 B3+20 SAN SWR-ALIGN B SSMH #13 (MH2183) IE(IN)18"(W)=23.78 IE(IN)8"(N)=25.50 IE(OUT)24"(SE)=23.43 IE(OUT)12"(E)=25.50 STA B2+42, 57' RT RIM=32.19 SSMH 10826 (MH2184) IE(OUT)8"(S)=26.50 STA B0+89, 29' RT RIM=32.71 INSTALL 167 LF 8" CURED-IN-PLACE PIPE EXIST UGPEXIST 8" CLAY (ABAN) PLAN SCALE: 1"=20' 18-2251 SS-28 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 RANIER AVE S SEWER PLAN & PROFILE STA B0+00 TO STA B3+20 JJM BAW TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-SS.dwg SS-28 3/6/2020 10:15 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 SHEET NOTES: 1.SURVEY CONTROL NUMBER (#) SEE SHEET G-5 FOR SURVEY CONTROL POINT INFORMATION. 2.THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND TAKEN FROM UTILITY LOCATE MARKINGS, RECORD DRAWINGS, AND/OR OTHER AVAILABLE MAPPING. EXACT LOCATIONS OF ALL EXISTING UTILITIES MUST BE DETERMINED BY THE CONTRACTOR PRIOR TO AND DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR POTHOLING AND VERIFYING THE LOCATION, DEPTH, SIZE, MATERIAL AND CONFIGURATION OF THE EXISTING UTILITIES. 3.LOCATIONS OF SIDE SEWERS SHOWN ARE APPROXIMATE AND MAY NOT REFLECT ACTUAL LOCATIONS. 4.TYPICAL PAVEMENT RESTORATION SEE RESTORATION SHEETS. 5. FOR ADDITIONAL SANITARY SEWER NOTES, SEE SHEET G-4. 1.CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-5 2.FURNISH AND INSTALL NEW SSMH AS SHOWN PER CITY STD DETAIL 400.1, 401 3.CONNECT EXIST PIPE TO NEW PIPE W/ FLEX CPLG, SEE DETAIL 2, SHT SS-42 4.DO NOT REINSTATE INACTIVE SERVICE LATERALS 1 8 15 17 CONSTRUCTION NOTES SCALE: 1"=20' HORIZ, 1"=5' VERT PROFILE RAINIER AVE S SW SUNSET BLVD1 15 SSMH #13 SEE SHT SS-6 FOR CONTINUATION SEE SHEET SS-6 FOR CONTINUATION SEE SHEET SS-6 167 LF 8" CIPP SS EXIST GR @ ROW CL 10 17 18-2251 SS-40 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 KING COUNTY CONNECTION DETAIL S 2ND ST & BURNETT AVE S JJM BAW TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-SS.dwg SS-40 3/6/2020 10:15 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 CITY OF RENTON AS-BUILT OF EXISTING DROP CONNECTION SCALE: NTS KING COUNTY MANHOLE R01-20 DEMOLITION AND INSPECTION SCALE: NTS KING COUNTY MANHOLE R01-20 UPPER PORTION RECONSTRUCTION SCALE: NTS KING COUNTY MANHOLE R01-20 LOWER PORTION REPLACEMENT (BID ITEM B54) ABANDON EXISTING EXTERIOR DROP PENETRATION W/ BLIND FLANGE RIM=38.39 EXIST IE=31.74 REMOVE UPPER CONNECTION, PROVIDE TESTING AND CCTV INSPECTION OF LOWER PORTION CONTINGENT REMOVAL OF LOWER PORTION, SEE NOTE BELOW FURNISH & INSTALL: 1-2" CPLG, RESTR, PVCxDI 1-12" CROSS, RJ 1-DI SPL IE=27.69' CORE DRILL AND INSTALL KOR-N-SEAL MATCH EXIST IE=8.5'± 6" MIN IF DIRECTED BY ENGINEER FURNISH & INSTALL: 1-12" 90° BEND, RJ 2-DI SPL CEMENT CONCRETE CLASS 3000 6" MIN 6" MAX 6" MIN 2'-0" SAND OR EXPANDABLE FOAM VICTAULIC CPLG & END CAP W/316 SS BOLTS MH FRAME AND COVER PER CITY STD PLAN 401 ADJUSTMENT RING PER CITY STD PLAN 400.1 NOTES: 1.FOLLOWING THE CONTRACTOR'S CCTV INSPECTION OF THE LOWER PORTION OF THE EXISTING EXTERNAL DROP, THE ENGINEER WILL DETERMINE IF THE LOWER PORTION WILL BE RE-USED OR REPLACED. IF REPLACEMENT IS REQUIRED, IT SHALL BE CONSTRUCTED AS SHOWN IN THE LOWER PORTION REPLACEMENT DETAIL ON THIS SHEET ADJUSTMENT AND ASPHALT PATCH PER CITY STD PLAN 106 KING COUNTY WASTEWATER TREATMENT DIVISION SEWER NOTES: 1.KING COUNTY SHALL REVIEW AND COMMENT ON THE CONTRACTORS ACCIDENT PREVENTION PROGRAM (APP) PER WAC 296-800-140/296-155-110 AND SITE SPECIFIC/ PROJECT SPECIFIC HEALTH AND SAFETY PLAN (HASP) PER WAC 296-155/WD 27.00. 2.KING COUNTY MANHOLES ARE PERMIT REQUIRED CONFINED SPACES AND ALL APPLICABLE RULES AND REGULATIONS SHALL BE FOLLOWED PRIOR TO ENTRY. 3.NOTIFY MARK LAMPARD AT KING COUNTY (206-477-5414, MARK.LAMPARD@KINGCOUNTY.GOV) A MINIMUM OF FIVE (5) WORKING DAYS IN ADVANCE OF THE PRE-CONSTRUCTION CONFERENCE. 4.CONTRACTOR SHALL NOTIFY MARK LAMPARD AT KING COUNTY (206-477-5414, MARK.LAMPARD@KINGCOUNTY.GOV) A MINIMUM OF THREE (3) WORKING DAYS IN ADVANCE OF ANY CONSTRUCTION ACTIVITY WITHIN 50-FEET OF THE KING COUNTY EASTSIDE INTERCEPTOR. 5.THE CONTRACTOR SHALL TAKE MEASURES TO PROTECT THE EASTSIDE INTERCEPTOR DURING SHORING ACTIVITY. 6.KING COUNTY SHALL REVIEW THE SHORING PLANS. 7.A KING COUNTY REPRESENTATIVE SHALL BE PRESENT AT ALL TIMES ON-SITE DURING EXCAVATION, CORING, AND INSTALLATION OF THE CONNECTION TO THE KING COUNTY EASTSIDE INTERCEPTOR. 8.NO DEBRIS SHALL BE PERMITTED TO ENTER THE KING COUNTY SEWER SYSTEM DURING CONSTRUCTION OF/OR CONNECTION TO THE KING COUNTY EASTSIDE INTERCEPTOR. 9.NO WORK ON OR CONNECTING TO THE KING COUNTY EASTSIDE INTERCEPTOR SHALL BE BACKFILLED UNTIL THE WORK HAS BEEN INSPECTED AND APPROVED BY A KING COUNTY REPRESENTATIVE. 10.THE CONNECTION TO THE KING COUNTY EASTSIDE INTERCEPTOR SHALL NOT BE PUT INTO SERVICE UNTIL THE TRIBUTARY SYSTEM HAS BEEN CLEANED, INSPECTED, TESTED, AND APPROVED BY THE CITY OF RENTON. 18-2251 SS-41 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 KING COUNTY CONNECTION DETAIL S 3RD ST & BURNETT AVE S JJM BAW TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-SS.dwg SS-41 3/6/2020 10:15 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 KING COUNTY WASTEWATER TREATMENT DIVISION SEWER NOTES: 1.KING COUNTY SHALL REVIEW AND COMMENT ON THE CONTRACTORS ACCIDENT PREVENTION PROGRAM (APP) PER WAC 296-800-140/296-155-110 AND SITE SPECIFIC/ PROJECT SPECIFIC HEALTH AND SAFETY PLAN (HASP) PER WAC 296-155/WD 27.00. 2.KING COUNTY MANHOLES ARE PERMIT REQUIRED CONFINED SPACES AND ALL APPLICABLE RULES AND REGULATIONS SHALL BE FOLLOWED PRIOR TO ENTRY. 3.NOTIFY MARK LAMPARD AT KING COUNTY (206-477-5414, MARK.LAMPARD@KINGCOUNTY.GOV) A MINIMUM OF FIVE (5) WORKING DAYS IN ADVANCE OF THE PRE-CONSTRUCTION CONFERENCE. 4.CONTRACTOR SHALL NOTIFY MARK LAMPARD AT KING COUNTY (206-477-5414, MARK.LAMPARD@KINGCOUNTY.GOV) A MINIMUM OF THREE (3) WORKING DAYS IN ADVANCE OF ANY CONSTRUCTION ACTIVITY WITHIN 50-FEET OF THE KING COUNTY EASTSIDE INTERCEPTOR. 5.THE CONTRACTOR SHALL TAKE MEASURES TO PROTECT THE EASTSIDE INTERCEPTOR DURING SHORING ACTIVITY. 6.KING COUNTY SHALL REVIEW THE SHORING PLANS. 7.A KING COUNTY REPRESENTATIVE SHALL BE PRESENT AT ALL TIMES ON-SITE DURING EXCAVATION, CORING, AND INSTALLATION OF THE CONNECTION TO THE KING COUNTY EASTSIDE INTERCEPTOR. 8.NO DEBRIS SHALL BE PERMITTED TO ENTER THE KING COUNTY SEWER SYSTEM DURING CONSTRUCTION OF/OR CONNECTION TO THE KING COUNTY EASTSIDE INTERCEPTOR. 9.NO WORK ON OR CONNECTING TO THE KING COUNTY EASTSIDE INTERCEPTOR SHALL BE BACKFILLED UNTIL THE WORK HAS BEEN INSPECTED AND APPROVED BY A KING COUNTY REPRESENTATIVE. 10.THE CONNECTION TO THE KING COUNTY EASTSIDE INTERCEPTOR SHALL NOT BE PUT INTO SERVICE UNTIL THE TRIBUTARY SYSTEM HAS BEEN CLEANED, INSPECTED, TESTED, AND APPROVED BY THE CITY OF RENTON. SCALE: 3/8" = 1' - 0" KING COUNTY MANHOLE R01-17 CONNECTION ID = 9'-0"1'-6" 12'-0" 1'-6" C/L 1'-0"VARIESVARIESVARIES1'-0"C/ L 90°VARIES1'-0"9 0 °VARIES1'-0"90° R 1'-3" MIN 1'-2" MIN ANGLE RADIUS R 15°-35°17'-0" 35°-55°7'-6" 55°-75°5'-0" 75°-90°4'-6"C/L2 TYP DIMENSIONS FOR DEFLECTION MANHOLE 108 INCH PIPE KING COUNTY AS-BUILT KOR-N-SEAL ADAPTOR 20°2 SS-11 NOTES: 1.MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 2.ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE PER CITY STD PLAN 106. 3.SANITARY SEWER MANHOLES SHALL HAVE INTERIOR SURFACES, COATED PER CITY STDPLAN 400.1 SCALE: 1/2" = 1' - 0" SSMH #22 SECTION 1 - 29° RELINER DROP BOWL & HOOD. INSTALL BOWL 1" BELOW INLET PIPE SS CLAMPING BRACKET PER CITY STD PLAN 400.1, COORDINATE SIZE WITH 90° BEND FLEX CPLG 90° BEND, PE 24" SDR 35 DROP PIPE EXTEND INLET PIPE 1" BEYOND MH WALL GROUT CHANNEL CHANNEL INVERT W/ MIN 0.1-FT FALL TO OUTLET KOR-N-SEAL BOOT KOR-N-SEAL BOOT 6" LADDER AND STEPS PER CITY STD PLAN 400.1 60" MANHOLE CONE, ADJUSTMENT RINGS, FRAME AND COVER PER CITY STD PLAN 400.1 AND 106FLAT SLAB TOP RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C-443 GROUT BENCH LEVEL WITH CROWN OF OUTLET PIPE, SLOPE 4%90°90°VARIES24" C900 SS 2% SLOPE IE TO MATCH SPRINGLINE OF KC INTERCEPTOR 24" C900 2% SLOPE MIN 6' COMPACTED CSTC SUBGRADE 18-2251 SS-42 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 MISCELLANEOUS SEWER DETAILS JJM BAW TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-SS.dwg SS-42 3/6/2020 10:15 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 SCALE: NTS NEW SEWER PIPE TIE-IN TO EXISTING SEWER MANHOLE REMOVE EXIST CHANNEL AND RE-CHANNEL WITH NEW CONC FOLLOWING INSTALLATION OF NEW PIPES PER CITY STD PLAN 400.1 GROUT ADAPTER IN PLACE WITH 3000 PSI NON-SHRINK GROUT SANDED PIPE ADAPTER GPK OR EQUAL PIPE SIZE AND MATERIAL AS SHOWN IN PLANS EXIST MH 4" MAX TYP FOUNDATION SCALE: NTS NEW SEWER PIPE TIE-IN TO EXISTING SEWER PIPE STANDARD SANITARY SEWER MANHOLE FRAME AND COVER PER CITY STD PLAN 401 USE ROMAC 501 COUPLINGS OR EQUAL TO CONNECT TO EXIST SEWER MAINLINE RUBBER PIPE ADAPTER KOR-N-SEAL OR EQUAL COMPACTED FOUNDATION 2 - 1 - STANDARD SANITARY SEWER MANHOLE PER CITY STD PLAN 400.1 5' MAX TYP EXISTING SEWER PIPE, TYP NEW SEWER PIPE, SIZED TO MATCH ADJACENT EXISTING SEWER. MATERIAL TO MATCH ADJACENT EXISTING SEWER FOR CIPP, ALL OTHER INSTALLATIONS SHALL BE SDR 35 OR C900/905 AS APPLICABLE. NOTES: 1.MATCH NEW SEWER PIPE SIZE TO ADJACENT EXISTING SEWER 2.MATERIAL SHALL MATCH EXISTING ADJACENT SEWER FOR CIPP INSTALLATIONS AND BE SDR 35 OR C900/905 AS APPLICABLE FOR ALL OTHER INSTALLATIONS •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••3 8 3 7 3 8 3 7 3 639383637 38 353 5 34 36 35 34 35 34 3 3 3 2 31333231293030 31 3233 3 4 3738434 2 41 40 FIRE LANE 35 CRPL#3 66" STL CRPL#1 66" STL CRPL#2 51.5" STL CRPL#3 66" STL CRPL#1 66" STL CRPL#2 51.5" STL CRPL#1 66" STL CRPL#2 51.5" STL CRPL#3 66" STL •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• •••••••••••••••••••••••••••••••••••••••••••••••••••••••• •••• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• A0+00 A1+00 A2+00 A3+00 A4+00 8 " SD R 3 5 S S 8" C900 SS8" SDR 35 SS N3+00N4+00N4+008" C900 SS8" SDR 35 SSA0+00 A1+00 A2+00 A3+00 A4+00 12"DI W A0+00 A1+00 A2+00 A3+00 A4+00Q0+00Q1+0012"DI WSTA A0+88, 5' RT FURNISH & INSTALL: 1-POLYPIG STA A0+94, 5' RT FURNISH & INSTALL: FH ASSY PER COR STD PLAN 310.1 STA A4+24, 4' RT FURNISH & INSTALL: 1-12" CROSS, FLG 4-12" GV, FLGxRJ STA A4+14 STA Q1+20 STA A4+12 STA Q1+00 15 20 25 30 35 40 45 50 15 20 25 30 35 40 45 50 A0+00 A0+20 A0+40 A0+60 A0+80 A1+00 A1+20 A1+40 A1+60 A1+80 A2+00 A2+20 A2+40 A2+60 A2+80 A3+00 A3+20 A3+40 A3+60 A3+80 A4+00 A4+20 A4+40 A4+60 A4+80EXIST UGPPROP 12"W (TBA)PROP 12"W12"DI WPROP SS SIDE SEWER4' MINCOVERPROP POLY PIGGING ASSYEXIST GR @ ROW CL MATCHLINE STA A4+80SEE SHEET W-2PROP FHEXIST 24"SDIE=21.0PROP 8"SSIE=25.4PROP SS SIDE SEWERPLAN SCALE: 1"=20' 18-2251 W-1 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 S 2ND ST WATER PLAN & PROFILE STA A0+00 TO STA A4+80 JAM BAW TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-W.dwg W-1 3/6/2020 7:29 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 SCALE: 1"=20' HORIZ, 1"=5' VERT PROFILE S 2ND ST MATCHLINE STA A4+80SEE SHEET W-2RAINIER AVE SSHEET NOTES: 1. SURVEY CONTROL NUMBER (#) SEE SHEET G-6 FOR SURVEY CONTROL POINT INFORMATION. 2. THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND TAKEN FROM UTILITY LOCATE MARKINGS, RECORD DRAWINGS, AND/OR OTHER AVAILABLE MAPPING. EXACT LOCATIONS OF ALL EXISTING UTILITIES MUST BE DETERMINED BY THE CONTRACTOR PRIOR TO AND DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR POTHOLING AND VERIFYING THE LOCATION, DEPTH, SIZE, MATERIAL AND CONFIGURATION OF THE EXISTING UTILITIES. 3. EXISTING SERVICES AND HYDRANTS ARE TO BE KEPT ACTIVE DURING CONSTRUCTION UNLESS PRIOR WRITTEN APPROVAL IS OBTAINED FROM THE CITY. 4. TYPICAL PAVEMENT RESTORATION, SEE RESTORATION SHEETS. 5. FOR ADDITIONAL WATER NOTES, SEE SHEET G-5. 6. ALL DUCTILE IRON PIPES, FITTINGS AND VALVES SHALL BE RESTRAINED-JOINT PIPES, SEE CONTRACT SPECIFICATIONS. 7. SEE DEMOLITION SHEETS FOR REMOVAL AND ABANDONMENT OF EXISTING WATER PIPELINES AND APPURTENANCES. 1 1 CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-6 AT UTILITY CROSSINGS MAINTAIN MINIMUM VERTICAL SEPARATION OF 18" FROM ALL OTHER UTILITIES UNLESS OTHERWISE NOTED, MEASURED WALL-TO-WALL PROTECT EXIST GAS & GAS SERVICES, PROVIDE SUPPORT DURING CONSTRUCTION PROTECT EXIST SD AND/OR TEMPORARILY RELOCATE AND RESTORE EXIST SD AS NECESSARY PROTECT EXIST UNDERGROUND POWER & TELECOMMUNICATION, PROVIDE SUPPORT DURING CONSTRUCTION FURNISH AND INSTALL POLYPIG IN ACCORDANCE WITH COR STD PLAN 300.6 PROTECT OR RESTORE ANY MONUMENT DISTURBED ACCORDING TO COR H031, TYP 2 5 7 TYP 2 TYP 7 TYP 5 CONSTRUCTION NOTES 3TYPLAKE AVE S16 16 FUTURE 12" WATER MAIN (BY OTHERS) 18 18 18 A W-40 SEE SHT W-29 FOR ALIGNMENT Q 3 ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• 31 31 31 31 32 32 3 3 32 32 3 2 31 32 32 32 NO PARKING FIRE LAN E NO PARKINGNO PARKING FIRE LANENO PARKING FIRE LANENO PARKING FIRE LANESTOP NO PARKINGNO PARKINGNO PARKING FIRE LANE32 3231 CRPL#3 66" STL CRPL#2 51.5" STL CRPL#3 66" STL CRPL#1 66" STL CRP L # 1 6 6 " S T L •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• E2+00 E3+00 E4+00 A5+00 A6+00 A7+00 A8+00 A9+00 8" C900 SS 8" C900 SS 8" SIDE SEWERA5+00 A6+00 A7+00 A8+00 A9+00 12" C 9 0 0 S D 12"DI W 12"DI W A5+00 A6+00 A7+00 A8+00 A9+00 E2+00 E3+00 E4+00 STA A6+27, 4' RT FURNISH & INSTALL: FH ASSY PER COR STD PLAN 310.1 STA A7+76, 3' LT FURNISH & INSTALL: 1-12" 11.25° BEND, RJ 1-TB STA A9+08, 3' RT FURNISH & INSTALL: 1-12" 11.25° BEND, RJ 1-TB STA A9+42, 3' LT FURNISH & INSTALL: FH ASSY PER COR STD PLAN 310.1 STA A9+32, 0' STA A7+59, 16' RT STA A7+36, 0' STA A6+59, 20' RT 10 15 20 25 30 35 40 45 10 15 20 25 30 35 40 45 A4+80 A5+00 A5+20 A5+40 A5+60 A5+80 A6+00 A6+20 A6+40 A6+60 A6+80 A7+00 A7+20 A7+40 A7+60 A7+80 A8+00 A8+20 A8+40 A8+60 A8+80 A9+00 A9+20 A9+40 A9+60EXIST GEXIST TEXIST UGP12"DI W 4' MINCOVEREXIST 12"SD (TBA)IE=26.5MATCHLINE STA A4+80SEE SHEET W-1MATCHLINE STA A9+60SEE SHEET W-3EXIST GR @ ROW CLPROP FHPROP 8"SS SIDE SEWERPROP 8"SSIE=22.1PROP FHEXIST TEXIST TPROP WS (2)PROP WSPLAN SCALE: 1"=20' 18-2251 W-2 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 S 2ND ST WATER PLAN & PROFILE STA A4+80 TO STA A9+60 JAM BAW TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-W.dwg W-2 3/6/2020 7:29 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 SCALE: 1"=20' HORIZ, 1"=5' VERT PROFILE S 2ND ST MATCHLINE STA A4+80SEE SHEET W-1MATCHLINE STA A9+60SEE SHEET W-31 1 CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-6 AT UTILITY CROSSINGS MAINTAIN MINIMUM VERTICAL SEPARATION OF 18" FROM ALL OTHER UTILITIES UNLESS OTHERWISE NOTED, MEASURED WALL-TO-WALL PROTECT EXIST GAS & GAS SERVICES, PROVIDE SUPPORT DURING CONSTRUCTION PROTECT EXIST SD AND/OR TEMPORARILY RELOCATE AND RESTORE EXIST SD AS NECESSARY PROTECT EXIST UNDERGROUND POWER & TELECOMMUNICATION, PROVIDE SUPPORT DURING CONSTRUCTION MINIMUM SPACING OF 24" BETWEEN TAPPING TEE AND HYDRANT TEE MEASURED EDGE TO EDGE REPLACE EXISTING WATER LATERAL AND METER PER COR STD PLAN 320.3 AND RECONNECT TO EXISTING SERVICE FURNISH AND INSTALL FH ASSY PER COR STD PLAN 310.1, CLOSE EXIST HYDRANT VALVE, REMOVE HYDRANT, VALVE COVER, & VALVE BOX, SALVAGE TO COR OR DISPOSE AS DIRECTED BY CITY ENGINEER PROTECT OR RESTORE ANY MONUMENT DISTURBED ACCORDING TO COR H031, TYP PROP WATER SERVICES TO AVOID ABANDONED VAULT PROPOSED WATER MAY HAVE A CONFLICT WITH EXISTING UTILITY TO BE ABANDONED, CONTRACTOR SHALL TAKE APPROPRIATE MEASURE TO INSTALL THE WATER UTILITY SUCH THAT FUNCTIONALITY OF THE EXISTING UTILITY IS MAINTAINED UNTIL SUCH TIME AS IT IS ABANDONED 2 7 TYP 2 TYP 13 TYP OF 2 CONSTRUCTION NOTES 15 13 TYP 13 SHEET NOTES: 1. SURVEY CONTROL NUMBER (#) SEE SHEET G-6 FOR SURVEY CONTROL POINT INFORMATION. 2. THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND TAKEN FROM UTILITY LOCATE MARKINGS, RECORD DRAWINGS, AND/OR OTHER AVAILABLE MAPPING. EXACT LOCATIONS OF ALL EXISTING UTILITIES MUST BE DETERMINED BY THE CONTRACTOR PRIOR TO AND DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR POTHOLING AND VERIFYING THE LOCATION, DEPTH, SIZE, MATERIAL AND CONFIGURATION OF THE EXISTING UTILITIES. 3. EXISTING SERVICES AND HYDRANTS ARE TO BE KEPT ACTIVE DURING CONSTRUCTION UNLESS PRIOR WRITTEN APPROVAL IS OBTAINED FROM THE CITY 4. TYPICAL PAVEMENT RESTORATION, SEE RESTORATION SHEETS. 5. FOR ADDITIONAL WATER NOTES, SEE SHEET G-5. 6. ALL DUCTILE IRON PIPES, FITTINGS, AND VALVES SHALL BE RESTRAINED-JOINT PIPES, SEE CONTRACT SPECIFICATIONS. 7. SEE DEMOLITION SHEETS FOR REMOVAL OR ABANDONMENT OF EXISTING WATER PIPELINES AND APPURTENANCES. WATER SERVICE TABLE SERVICE NO.ADDRESS SIZE APPROX STATION AT MAIN FIELD VERIFIED STATION AT MAIN IRRIGATION 1.5"A9+39, 35' LT IRRIGATION 1.5"A6+17, 20' LT WATER SERVICE TABLE SERVICE NO.ADDRESS SIZE APPROX STATION AT MAIN FIELD VERIFIED STATION AT MAIN 200 S 2ND ST 2"A6+10, 30' LT1 2 3 15 15 18 18 18 18 18 3 1 2 25 3 5 3 5 1122414211 23 7 23 25 ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••32 33 33 33 34 33 34 34 33 34 34 33 3333 32 NO PARKING FIRE LANECRPL #3 66" STL CRPL#3 66" STL CRPL#3 66" STL A10+00 A11+00 A12+00 A13+00 A14+00 8" SDR 35 SS 8" C900 SS8" SDR 35 SS 12" C900 SD15" PP SD 12" C 9 0 0 S D 12" PP SD 12" C900 SD12" C900 SD8" D I S D 12"C900 SDF1+0012"DI W12"DI W 12"DI W12"DI WG0+00A10+00 A11+00 A12+00 A13+00 A14+00 12"DI W STA A9+80, 7' LT FURNISH & INSTALL: 1-12" TEE, FLG 3-12" GV, FLGxRJ 1-TB STA A11+42, 6' LT FURNISH & INSTALL: 1-12" TEE, FLG 3-12" GV. FLGxRJ 1-TB STA A12+78, 5' LT FURNISH & INSTALL: 1-12" 90° BEND, RJ 1-TB STA A12+78, 39' RT FURNISH & INSTALL: 1-12"x12" TEE, FLG 3-12" GV, FLGxRJ 1-12" SOLID SLV, RJ 1-TB STA A9+71, 0' LT STA A12+87 STA G0+00 10 15 20 25 30 35 40 45 10 15 20 25 30 35 40 45 A9+60 A9+80 A10+00 A10+20 A10+40 A10+60 A10+80 A11+00 A11+20 A11+40 A11+60 A11+80 A12+00 A12+20 A12+40 A12+60 A12+80 A13+00 A13+20 A13+40 A13+60 A13+80 A14+00 A14+20 A14+40EXIST UGPEXIST UGPEXIST UGPEXIST UGP12"DI WEXIST SS (TBA)IE=20.8EXIST TEXIST 6"W (TBA)PROP 12"SDIE=30.0PROP 12"SDIE=30.9PROP 12" WPROP 12"WMATCHLINE STA A9+60SEE SHEET W-24' MINCOVEREXIST GR @ ROW CL SEE SHT W-19 FOR CONTINUATION OF WATERLINEEXIST 8"W (TBA)EXIST 12"W (TBA)EXIST 12"DI WPROP 12"WPROP 8"SSIE=19.0PROP WSEXIST GCONNECT TOEXIST 12"WPROP WSPLAN SCALE: 1"=20' 18-2251 W-3 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 S 2ND ST WATER PLAN & PROFILE STA A9+60 TO STA A14+40 JAM BAW TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-W.dwg W-3 3/6/2020 7:29 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 SCALE: 1"=20' HORIZ, 1"=5' VERT PROFILE S 2ND ST MATCHLINE STA A9+60SEE SHEET W-2SHATTUCK AVE S1 TYP 2 TYP 9 7TYP FOR CONTINUATION SEE SHEET W-15 FOR CONTINUATION SEE SHEET W-19 TYP 15 1 CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-6 AT UTILITY CROSSINGS MAINTAIN MINIMUM VERTICAL SEPARATION OF 18" FROM ALL OTHER UTILITIES UNLESS OTHERWISE NOTED, MEASURED WALL-TO-WALL SUPPORT SPU WATER IN PLACE PER 1-07.17. DO NOT ALLOW EXIST PEA GRAVEL BACKFILL TO UNRAVEL. BACKFILL PIPE BEDDING PER SPU STD PLAN 350 PROTECT EXIST SS, SSMH, & APPURTENANCES IN ACCORDANCE W/ SPECS PROTECT EXIST UNDERGROUND POWER & TELECOMMUNICATION, PROVIDE SUPPORT DURING CONSTRUCTION WATER SERVICES CROSSING SPU SHALL USE KAMCO MUNICIPAL AQUA SHIELD COPPER PIPE PROTECT OR REMOVE AND REPLACE TRAFFIC DETECTION LOOP REPLACE EXIST WATER LATERALS AND METER PER COR STD PLAN 320.3 AND RECONNECT TO EXIST SERVICE. FURNISH AND INSTALL FH ASSY PER COR STD PLAN 310.1, CLOSE EXIST HYDRANT VALVE, REMOVE HYDRANT, VALVE COVER, & VALVE BOX, SALVAGE TO COR OR DISPOSE AS DIRECTED BY CITY ENGINEER PROTECT OR RESTORE ANY MONUMENT DISTURBED ACCORDING TO COR H031, TYP REPLACE EXISTING WATER LATERAL AND METER PER COR STD PLAN 320.1 AND RECONNECT TO EXISTING SERVICE WATER SERVICE TO BE INSTALLED WITH A 2" SADDLE TAP PRIOR TO ABANDONMENT OF 8" WATER BETWEEN SHATTUCK AVE S AND WHITWORTH AVE S 2 CONSTRUCTION NOTES 15 18 7 9 18 20 WHITWORTH AVE S18 D W-40 WATER SERVICE TABLE SERVICE NO.ADDRESS SIZE APPROX STATION AT MAIN FIELD VERIFIED STATION AT MAIN 321 S 2ND ST 1"A12+07, 5' LT IRRIGATION 2"G0+11 1 2 EXIST 6" FIRE SPRINKLER VAULT 1 8 6 4 643 8 FOR CONTINUATION SEE SHEET W-30 24 132 20 24 13 SHEET NOTES: 1. SURVEY CONTROL NUMBER (#) SEE SHEET G-6 FOR SURVEY CONTROL POINT INFORMATION. 2. THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND TAKEN FROM UTILITY LOCATE MARKINGS, RECORD DRAWINGS, AND/OR OTHER AVAILABLE MAPPING. EXACT LOCATIONS OF ALL EXISTING UTILITIES MUST BE DETERMINED BY THE CONTRACTOR PRIOR TO AND DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR POTHOLING AND VERIFYING THE LOCATION, DEPTH, SIZE, MATERIAL AND CONFIGURATION OF THE EXISTING UTILITIES. 3. EXISTING SERVICES AND HYDRANTS ARE TO BE KEPT ACTIVE DURING CONSTRUCTION UNLESS PRIOR WRITTEN APPROVAL IS OBTAINED FROM THE CITY 4. TYPICAL PAVEMENT RESTORATION DETAIL, SEE RESTORATION SHEETS. 5. FOR ADDITIONAL WATER NOTES, SEE SHEET G-5. 6. ALL DUCTILE IRON PIPES, FITTINGS, AND VALVES SHALL BE RESTRAINED-JOINT PIPES, SEE CONTRACT SPECIFICATIONS. 7. SEE DEMOLITION SHEETS FOR REMOVAL OR ABANDONMENT OF EXISTING WATER PIPELINES AND APPURTENANCES. CONTRACTOR TO UNEARTH AND VERIFY CURRENT CONNECTION TO LANDSCAPE WATER METER. EXISTING SERVICE LINE TO BE CONNECTED TO NEW METER BOX ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••323333323232 32 32 32 31 3 2 CRPL#2 51.5" STLCRPL#1 66" STLCRPL#3 66" STLCRPL#1 66" STLCRPL#2 51.5" STL•••••••••••••••••••F1+00 F2+00 F3+00 F4+00 F5+00 8" SDR 35 SS8" SDR 35 SS 18" PP SD15" PP SD18" PP SD 18" PP SD12" C900 SD12"PP SD12"PP SD12"PP SDF1+00 F2+00 F3+00 F4+00 F5+00 12"DI W12"DI W12"DI WSTA F0+93, 9' LT FURNISH & INSTALL: 1-12" TEE, FLG 3-12" GV, FLGxRJ 1-TB STA F1+41, 8' LT FURNISH & INSTALL: 1-12" 11.25° BEND, RJ 1-TB STA F1+16, 8' LT FURNISH & INSTALL: 1-12" 11.25° BEND, RJ 1-TB STA F1+02, 8' LT FURNISH & INSTALL: 1-12" 22.5° BEND, RJ 1-TB STA F0+96, 9' LT FURNISH & INSTALL: 1-12" 22.5° BEND, RJ 1-TB STA F1+83, 8' LT FURNISH & INSTALL: 1-12" 45° BEND, RJ 1-TB STA F1+88, 8' LT FURNISH & INSTALL: 1-12" 45° BEND, RJ 1-TB STA F2+23, 8' LT FURNISH & INSTALL: 1-12" 45° BEND, RJ 1-TB STA F2+32, 8' LT FURNISH & INSTALL: 1-12" 45° BEND, RJ 1-TB STA F2+40, 8' LT FURNISH & INSTALL: 1-12" 45° BEND, RJ 1-TB STA F2+45, 13' LT FURNISH & INSTALL: 1-12" 45° BEND, RJ 1-TB STA F0+95, 38' RT STA F1+93, 8' LT START 24" RJ DI CASING PIPE STA F2+19, 8' LT END 24" RJ DI CASING PIPE STA F4+05, 12' LT FURNISH & INSTALL: 1-12"x4" TEE, FLGxRJ 1-4" GV, FLGxRJ 1-TB STA F2+60, 13' LT FURNISH & INSTALL: FH PER COR STD PLAN 310.1 FH TO BE USED FOR TEMP WATER SERVICE, SEE SHT W-32 15 20 25 30 35 40 45 15 20 25 30 35 40 45 F0+80 F1+00 F1+20 F1+40 F1+60 F1+80 F2+00 F2+20 F2+40 F2+60 F2+80 F3+00 F3+20 F3+40 F3+60 F3+80 F4+00 F4+20 F4+40 F4+60 F4+80 F5+00 F5+20 F5+40 F5+60 F5+80 12"DI WEXIST TEXIST 66"W (SPU)CROWN= 28.8, IE=23.3EXIST UGP (3)EXIST 51.5"W (SPU)CROWN=29.7, IE=25.4EXIST 12" SD (TBA)PROP 12" WEXIST 66"W (SPU)CROWN=29.5, IE=24.0EXIST T(2)PROP WSEXIST UGPEXIST UGPTO BE RELOCATEDPROP 12" SDIE=30.5PROP 12" SDIE=29.4PROP SS SIDE SEWEREXIST GR @ ROW CL MATCHLINE STA F5+80SEE SHEET W-164' MINCOVER2'MINSTA F0+96 1-12" 22.5° VERT BEND, RJ IE=27.20 STA F1+02 1-12" 22.5° VERT BEND, RJ IE=29.40 STA F1+83 1-12" 45° VERT BEND, RJ IE=24.38 STA F2+23 1-12" 45° VERT BEND, RJ IE=19.83 STA F2+32 1-12" 45° VERT BEND, RJ IE=26.29 STA F1+41 1-12" 11.25° VERT BEND, RJ IE=24.416"MINISOLATE JOINT BOND AND ADD ANNODES TO A DISTANCE OF 50' ON EITHER SIDE OF SPU TRANSMISSION MAINSPROP WS (3)24"DI CASING PROP FHPROP 12" SDIE=29.4EXIST 8"SDSTA F1+88 1-12" 45° VERT BEND, RJ IE=19.83 STA F1+16 1-12" 11.25° VERT BEND, RJ IE=29.40 PROP 12" SDIE=27.3PROP 12" SSIE=20.8PROP WSPLAN SCALE: 1"=20' 18-2251 W-15 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 SHATTUCK AVE S WATER PLAN & PROFILE STA F0+00 TO STA F5+80 JAM BAW TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-W.dwg W-15 3/6/2020 7:29 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 SCALE: 1"=20' HORIZ, 1"=5' VERT PROFILES 2ND STMATCHLINE STA F5+80SEE SHEET W-16SHATTUCK AVE S 1 1 PROTECT EXIST SD AND/OR TEMPORARILY RELOCATE AND RESTORE EXIST SD AS NECESSARY PROTECT EXIST SS, SSMH, & APPURTENANCES IN ACCORDANCE W/ SPECS PROTECT EXIST UNDERGROUND POWER & TELECOMMUNICATION, PROVIDE SUPPORT DURING CONSTRUCTION RESTRAINED JOINT DUCTILE IRON PIPE SHALL BE USED AS A CASING PIPE AND SHALL EXTEND 5 FT FROM OD OF SPU TRANSMISSION MAINS. FITTINGS ON THE CARRIER PIPE SHALL BE A MINIMUM OF 5 FT FROM END OF CASING PIPE. WATER SERVICES CORP CONNECTIONS SHALL BE A MIN OF 18" FROM OTHER SERVICES OR FITTINGS FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY PER COR STD PLAN 310.1. CLOSE EXISTING HYDRANT VALVE. REMOVE HYDRANT, VALVE COVER, & VALVE BOX. SALVAGE TO COR OR DISPOSE AS DIRECTED BY CITY ENGINEER. PROTECT OR RESTORE ANY MONUMENT DISTURBED ACCORDING TO COR H031, TYP REPLACE EXISTING WATER SERVICE PER COR STD PLAN 320.1 REPLACE EXISTING WATER LATERAL AND METER PER COR STD PLAN 320.4 AND RECONNECT TO EXISTING SERVICE PROPOSED CORROSION PROTECTION FLUSH MOUNTED TEST STATIONS. SEE CORROSION PROTECTION DETAILS. 2 7 TYP 2 TYP TYP OF 3 15 20 21 7 TYP FOR CONTINUATION SEE SHEET W-2 FOR CONTINUATION SEE SHEET W-3 18 WATER SERVICE TABLE SERVICE NO.ADDRESS SIZE APPROX STATION AT MAIN 211 SHATTUCK AVE S 3"F4+09, 27' RT 305 S 2ND ST 1"F0+72, 28' LT 309 S 2ND ST 1"F0+73, 28' LT 315 S 2ND ST 1"F0+74, 28' LT 220 SHATTUCK AVE 1"F3+59, 24' LT 1 2 3 4 5 20 21 7 4 5 6 18 5 6 4 2 3 4 495012 50CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-6 AT UTILITY CROSSINGS MAINTAIN MINIMUM VERTICAL SEPARATION OF 18" FROM ALL OTHER UTILITIES UNLESS OTHERWISE NOTED, MEASURED WALL-TO-WALL SUPPORT SPU WATER IN PLACE PER 1-07.17. DO NOT ALLOW EXIST PEA GRAVEL BACKFILL TO UNRAVEL. BACKFILL PIPE BEDDING PER SPU STD PLAN 350 CONSTRUCTION NOTES 14 12 20 14 5 1 CONTRACTOR SHALL REMOVE AND REPLACE EXISTING STORM TO A DISTANCE OF 10 FT ON BOTH SIDES OF PROPOSED WATER MAIN, REPLACEMENT PIPE SHALL BE C900 PVC AND SHALL MATCH EXISTING SLOPE, SIZE, AND ALIGNMENT SHEET NOTES: 1. SURVEY CONTROL NUMBER (#) SEE SHEET G-6 FOR SURVEY CONTROL POINT INFORMATION. 2. THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND TAKEN FROM UTILITY LOCATE MARKINGS, RECORD DRAWINGS, AND/OR OTHER AVAILABLE MAPPING. EXACT LOCATIONS OF ALL EXISTING UTILITIES MUST BE DETERMINED BY THE CONTRACTOR PRIOR TO AND DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR POTHOLING AND VERIFYING THE LOCATION, DEPTH, SIZE, MATERIAL AND CONFIGURATION OF THE EXISTING UTILITIES. 3. EXISTING SERVICES AND HYDRANTS ARE TO BE KEPT ACTIVE DURING CONSTRUCTION UNLESS PRIOR WRITTEN APPROVAL IS OBTAINED FROM THE CITY 4. TYPICAL PAVEMENT RESTORATION, SEE RESTORATION SHEETS. 5. FOR ADDITIONAL WATER NOTES, SEE SHEET G-5. 6. ALL DUCTILE IRON PIPES, FITTINGS, AND VALVES SHALL BE RESTRAINED-JOINT PIPES, SEE CONTRACT SPECIFICATIONS. 7. SEE DEMOLITION SHEETS FOR REMOVAL OR ABANDONMENT OF EXISTING WATER PIPELINES AND APPURTENANCES. 15 ** SERVICE SHALL CONNECT TO THE MAIN WITH 4" DI PIPE. THE METER BOX WILL BE BASED ON A 3" SERVICE. ** 26 26 26 •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••3131 31 •••••••••••••••••••••••••••• ••••••••••••••••••••••••••••21" SDR 35 SS8" SDR 35 SS18" PP SD 24" PP SD18" PP SD24" PP SD 24" PP SD 24" PP SD12"PP SD12"PP SD12" D I S D 12"DI S D12 " P P SD F6+00 F7+00 F8+00 F9+00 F10+00 12"DI W STA F6+44, 5' LT FURNISH & INSTALL: 1-REUSE EXIST 12"x12" CROSS, FLG 1-12" BLIND FLG 1-12" GV, FLGxRJ 1-SOLID SLV, RJ 1-TB STA F6+50 STA C12+76 STA F6+18, 11' LT FURNISH & INSTALL: 1-12" 22.5° BEND, RJ 1-TB STA F6+44, 10' LT FURNISH & INSTALL: 1-12" TEE, FLG 1-12" GV, FLGxRJ 1-12" DI SPL, LTF 1-SOLID SLV, RJ 1-TB STA F6+24, 11' LT FURNISH & INSTALL: 1-12" 22.5° BEND, RJ 1-TB STA F6+34, 10' LT FURNISH & INSTALL: 1-12" 22.5° BEND, RJ 1-TB STA F6+39, 10' LT FURNISH & INSTALL: 1-12" 22.5° BEND, RJ 1-TB 10 15 20 25 30 35 40 10 15 20 25 30 35 40 F5+80 F6+00 F6+20 F6+40 F6+60 F6+80 F7+00 F7+20 F7+40 F7+60 F7+80 F8+00 F8+20 F8+40 F8+60 F8+80 F9+00 F9+20 F9+40 F9+60 F9+80 F10+00 F10+20 F10+40 F10+60 12"DI W CONNECT TOPROP 12"WEXIST 12" SD(TO BE REPLACED)IE=26.0EXIST UGPPROP FHEXIST COMEXIST SS (TBA)IE=25.6MATCHLINE STA F5+80SEE SHEET W-15MATCHLINE STA F10+60SEE SHEET W-17EXIST GR @ ROW CL STA F6+18 1-12" 22.5° VERT BEND, RJ IE=25.87 STA F6+24 1-12" 22.5° VERT BEND, RJ IE=23.51 STA 6+34 1-12" 22.5° VERT BEND, RJ IE=23.51 STA 6+39 1-12" 22.5° VERT BEND, RJ IE=25.74 EXIST 12"W PLAN SCALE: 1"=20' 18-2251 W-16 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 SHATTUCK AVE S WATER PLAN & PROFILE STA F4+80 TO STA F10+60 JAM BAW TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-W.dwg W-16 3/6/2020 7:29 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 SCALE: 1"=20' HORIZ, 1"=5' VERT PROFILES 3RD STMATCHLINE STA F10+60SEE SHEET W-17SHATTUCK AVE S MATCHLINE STA F5+80SEE SHEET W-151 1 CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-6 AT UTILITY CROSSINGS, MAINTAIN MIN VERTICAL SEPARATION OF 18" FROM ALL OTHER UTILITIES UNLESS OTHERWISE NOTED, MEASURED WALL-TO-WALL PROTECT EXIST SD AND/OR TEMPORARILY RELOCATE AND RESTORE EXIST SD AS NECESSARY PROTECT EXIST UNDERGROUND POWER & TELECOMMUNICATION, PROVIDE SUPPORT DURING CONSTRUCTION CONNECT TO EXIST MAIN W/ CUT-IN TEE & VALVE PER COR STD PLAN 300.2 FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY PER COR STD PLAN 310.1. CLOSE EXISTING HYDRANT VALVE. REMOVE HYDRANT, VALVE COVER, & VALVE BOX. SALVAGE TO COR OR DISPOSE AS DIRECTED BY CITY ENGINEER PROTECT OR RESTORE ANY MONUMENT DISTURBED ACCORDING TO COR H031, TYP PROPOSED WATER MAY HAVE A CONFLICT WITH EXISTING UTILITY TO BE ABANDONED, CONTRACTOR SHALL TAKE APPROPRIATE MEASURE TO INSTALL THE WATER UTILITY SUCH THAT FUNCTIONALITY OF THE EXISTING UTILITY IS MAINTAINED UNTIL SUCH TIME AS IT IS ABANDONED 2 5 7 10 15 TYP TYP CONSTRUCTION NOTES TYP 15 7 TYP 10 S 3RD PL18 18 G W-41 2 5 CONTRACTOR SHALL REPLACE CATCH BASIN 26852 (TYPE 1) AND REMOVE AND REPLACE EXISTING STORM FROM CATCH BASIN TO 10 FT WEST OF PROPOSED WATER MAIN. REPLACEMENT PIPE SHALL BE C900 PVC AND SHALL MATCH EXISTING SLOPE, SIZE, AND ALIGNMENT 565725 25 SHEET NOTES: 1. SURVEY CONTROL NUMBER (#) SEE SHEET G-6 FOR SURVEY CONTROL POINT INFORMATION. 2. THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND TAKEN FROM UTILITY LOCATE MARKINGS, RECORD DRAWINGS, AND/OR OTHER AVAILABLE MAPPING. EXACT LOCATIONS OF ALL EXISTING UTILITIES MUST BE DETERMINED BY THE CONTRACTOR PRIOR TO AND DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR POTHOLING AND VERIFYING THE LOCATION, DEPTH, SIZE, MATERIAL AND CONFIGURATION OF THE EXISTING UTILITIES. 3. EXISTING SERVICES AND HYDRANTS ARE TO BE KEPT ACTIVE DURING CONSTRUCTION UNLESS PRIOR WRITTEN APPROVAL IS OBTAINED FROM THE CITY 4. TYPICAL PAVEMENT RESTORATION, SEE RESTORATION SHEETS. 5. FOR ADDITIONAL WATER NOTES, SEE SHEET G-5. 6. ALL DUCTILE IRON PIPES, FITTINGS, AND VALVES SHALL BE RESTRAINED-JOINT PIPES, SEE CONTRACT SPECIFICATIONS. 7. SEE DEMOLITION SHEETS FOR REMOVAL OR ABANDONMENT OF EXISTING WATER PIPELINES AND APPURTENANCES. ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••3434333433 3333 33 33 CRPL #2 51.5" STLCRPL#3 66" STLCRPL#1 66" STLG0+00 G1+00 G2+00 G3+008" C900 SS8" C900 SS8" SDR 35 SS12" C900 SD12" PP SD12" PP SD12" C900 SD8"DI SD1 2 " D I S D 12"DI W 12"DI WG0+00 G1+00 G2+00 G3+0012"DIWSTA G-0+05, 9' RT FURNISH & INSTALL: 1-12" 90° BEND, RJ 1-TB STA G0+20, 9' RT FURNISH & INSTALL: 1-12" 22.5° BEND, RJ 1-TB STA G0+39, 9' RT FURNISH & INSTALL: 1-12" TEE, FLG 3-12" GV, FLGxRJ 1-12" SOLID SLV, RJ 1-TB STA G0+69, 9' RT FURNISH & INSTALL: FH ASSY PER COR STD PLAN 310.1 STA G0+04, 9' RT FURNISH & INSTALL: 1-12" 11.25° BEND, RJ 1-TB STA G0+17, 9' RT FURNISH & INSTALL: 1-12" 22.5° BEND, RJ 1-TB STA G0+00, 0' RT STA G1+82, 8' RT FURNISH & INSTALL: 1-12" 45° BEND, RJ 1-TB STA G1+90, 8' RT FURNISH & INSTALL: 1-12" 45° BEND, RJ 1-TB STA G2+24, 8' RT FURNISH & INSTALL: 1-12" 45° BEND, RJ 1-TB STA G2+32, 8' RT FURNISH & INSTALL: 1-12" 45° BEND, RJ 1-TB STA G2+59, 8' RT FURNISH & INSTALL: 1-12" 90° BEND, FLGxRJ 1-12" DI SPL, LTF 1-12" GV, FLG 2-TB 1-12" TAPPING TEE STA G-0+00, 9' RT FURNISH & INSTALL: 1-12" 11.25° BEND, RJ 1-TB STA G1+95, 8' RT START 24" RJ DI CASING PIPE STA G2+19, 8' RT END 24" RJ DI CASING PIPE 10 15 20 25 30 35 40 45 10 15 20 25 30 35 40 45 G-0+20 G0+00 G0+20 G0+40 G0+60 G0+80 G1+00 G1+20 G1+40 G1+60 G1+80 G2+00 G2+20 G2+40 G2+60 G2+80 G3+00 G3+20 EXIST 12"W12"DI W EXIST 66"W (SPU)CROWN=29.4, IE=23.9EXIST 51.5"W (SPU)CROWN=28.7, IE=24.4EXIST 12"SDIE=28.5EXIST 6"SD (TBA)IE=28.9PROP 8"SS (TBA)IE=19.3EXIST 12"SD (TBA)IE=28.4EXIST UGP (3)EXIST UGPEXIST UGP (3)EXIST 6"SD (TBA)IE=29.8EXIST 66"W (SPU)CROWN=28.7, IE=23.2PROP FHMATCHLINE STA G3+20SEE SHEET W-20EXIST GR @ ROW CL 2'MINSTA G-0+00 1-12" 11.25° VERT BEND, RJ IE=28.2 STA G0+20 1-12" 22.5° VERT BEND, RJ IE=27.7 STA G0+04 1-12" 11.25° VERT BEND, RJ IE=29.2 STA G0+17 1-12" 22.5° VERT BEND, RJ IE=29.2 STA G1+90 1-12" 45° VERT BEND, RJ IE=19.94 STA G1+82 1-12" 45° VERT BEND, RJ IE=27.67 STA G2+24 1-12" 45° VERT BEND, RJ IE=19.94 STA G2+32 1-12" 45° VERT BEND, RJ IE=27.896"MINISOLATE JOINT BOND AND ADD ANNODES TO A DISTANCE OF 50' ON EITHER SIDE OF SPU TRANSMISSION MAINS 4' MINCOVEREXIST 8"W (TBA)PROP 12"SDIE=30.9PROP 12"WPROP WSCONNECT TOEXIST 12"WISOLATE JOINT BOND AND ADD ANNODES TO A DISTANCE OF 50' ON EITHER SIDE OF SPU TRANSMISSION MAINS PLAN SCALE: 1"=20' 18-2251 W-19 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 WHITWORTH AVE S WATER PLAN & PROFILE STA G0+00 TO STA G3+20 JAM BAW TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-W.dwg W-19 3/6/2020 7:29 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 SCALE: 1"=20' HORIZ, 1"=5' VERT PROFILE WHITWORTH AVE S MATCHLINE STA G3+20SEE SHEET W-201 TYP 1 CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-6 AT UTILITY CROSSINGS, MAINTAIN MIN VERTICAL SEPARATION OF 18" FROM ALL OTHER UTILITIES UNLESS OTHERWISE NOTED, MEASURED WALL-TO-WALL PROTECT EXIST GAS & GAS SERVICES, PROVIDE SUPPORT DURING CONSTRUCTION SUPPORT SPU WATER IN PLACE PER 1-07.17. DO NOT ALLOW EXIST PEA GRAVEL BACKFILL TO UNRAVEL. BACKFILL PIPE BEDDING PER SPU STD PLAN 350 PROTECT EXIST SD AND/OR TEMPORARILY RELOCATE AND RESTORE EXIST SD AS NECESSARY PROTECT EXIST SS, SSMH, & APPURTENANCES IN ACCORDANCE W/ SPECS PROTECT EXIST UNDERGROUND POWER & TELECOMMUNICATION, PROVIDE SUPPORT DURING CONSTRUCTION WATER SERVICES CROSSING SPU SHALL USE KAMCO MUNICIPAL AQUA SHIELD COPPER PIPE PROTECT OR REMOVE AND REPLACE TRAFFIC DETECTION LOOP RESTRAINED JOINT DUCTILE PIPE SHALL BE USED AS A CASING PIPE AND SHALL EXTEND 5 FT FROM OD OF SPU TRANSMISSION MAINS, FITTINGS ON THE CARRIER PIPE SHALL BE A MINIMUM OF 5 FT FROM END OF CASING PIPE FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY PER COR STD PLAN 310.1. CLOSE EXISTING HYDRANT VALVE. REMOVE HYDRANT, VALVE COVER, & VALVE BOX. SALVAGE TO COR OR DISPOSE AS DIRECTED BY CITY ENGINEER. CONNECT TO EXIST MAIN W/TAPPING TEE & VALVES PER COR STD PLAN 300.1 PROTECT OR RESTORE ANY MONUMENT DISTURBED ACCORDING TO COR H031, TYP PROVIDE FOAM CUSHION AT ALL UTILITY CROSSINGS WHERE WATERMAIN CROSSES WITHIN 6" ABOVE/BELOW ANOTHER UTILITY REPLACE EXIST WATER LATERAL AND METER PER COR STD PLAN 320.1 AND RECONNECT TO EXIST SERVICE WATER SERVICE TO BE INSTALLED WITH A 2" SADDLE TAP PRIOR TO ABANDONMENT OF 8"W BETWEEN SHATTUCK AVE S AND WHITWORTH AVE S PROPOSED WATER MAY HAVE A CONFLICT WITH EXISTING UTILITY TO BE ABANDONED, CONTRACTOR SHALL TAKE APPROPRIATE MEASURE TO INSTALL THE WATER UTILITY SUCH THAT FUNCTIONALITY OF THE EXISTING UTILITY IS MAINTAINED UNTIL SUCH TIME AS IT IS ABANDONED PROPOSED CORROSION PROTECTION FLUSH MOUNTED TEST STATIONS. SEE CORROSION PROTECTIONS DETAILS. 2 3 5 7 8 CONSTRUCTION NOTES 20 3 TYP 17 15 TYP 2 TYP 9 7 TYP FOR CONTINUATION SEE SHEET W-3 S 2ND ST12"DI W 5 TYP 15 17 18 18 24 19 20 WATER SERVICE TABLE SERVICE NO.ADDRESS SIZE APPROX STATION AT MAIN FIELD VERIFIED STATION AT MAIN 319 S 2ND ST 1"G1+291 19 4 6 4 E W-41 8 12 9 1259605861 24 25 CONTRACTOR SHALL REMOVE AND REPLACE EXISTING STORM TO A DISTANCE OF 10 FT ON BOTH SIDES OF PROPOSED WATER MAIN, REPLACEMENT PIPE SHALL BE C900 PVC AND SHALL MATCH EXISTING SLOPE, SIZE, AND ALIGNMENT 25 1 SHEET NOTES: 1. SURVEY CONTROL NUMBER (#) SEE SHEET G-6 FOR SURVEY CONTROL POINT INFORMATION. 2. THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND TAKEN FROM UTILITY LOCATE MARKINGS, RECORD DRAWINGS, AND/OR OTHER AVAILABLE MAPPING. EXACT LOCATIONS OF ALL EXISTING UTILITIES MUST BE DETERMINED BY THE CONTRACTOR PRIOR TO AND DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR POTHOLING AND VERIFYING THE LOCATION, DEPTH, SIZE, MATERIAL AND CONFIGURATION OF THE EXISTING UTILITIES. 3. EXISTING SERVICES AND HYDRANTS ARE TO BE KEPT ACTIVE DURING CONSTRUCTION UNLESS PRIOR WRITTEN APPROVAL IS OBTAINED FROM THE CITY 4. TYPICAL PAVEMENT RESTORATION, SEE RESTORATION SHEETS. 5. FOR ADDITIONAL WATER NOTES, SEE SHEET G-5. 6. ALL DUCTILE IRON PIPES, FITTINGS, AND VALVES SHALL BE RESTRAINED-JOINT PIPES, SEE CONTRACT SPECIFICATIONS. 7. SEE DEMOLITION SHEETS FOR REMOVAL OR ABANDONMENT OF EXISTING WATER PIPELINES AND APPURTENANCES. GAS TO BE RELOCATED BY PSE PRIOR TO CONSTRUCTION 26 26 26 ••••••••••••••••••••••••••33333333 33 24" C900 SS24" C900 SS8" C900 SS 18" PP SD18" PP SD12" PP SD 12" PP SD 12"D I S D 12"DI SD12"DI SDG4+00 G5+00 G6+0012"DI W STA G5+45, 6' RT FURNISH & INSTALL: 1-12"x12" TEE, FLG 2-12" GV, FLGxRJ 1-TB 1-12" SOLID SLV, RJ STA G5+90, 7' RT FURNISH & INSTALL: 1-12"x4" TEE, FLGxRJ 1-12" PLUG, RJ 2-TB 1-4" GV, FLGxRJ STA G5+90, 5' LT FURNISH & INSTALL: 1-4" 90° BEND, RJ 1-4" SOLID SLV, RJ 1-TB STA G5+58, 7' RT FURNISH & INSTALL: 1-12" 11.25° BEND, RJ 1-TB STA G5+63, 6' RT FURNISH & INSTALL: 1-12" 11.25° BEND, RJ 1-TB STA G5+79, 6' RT FURNISH & INSTALL: 1-12" 11.25° BEND, RJ 1-TB STA G5+85, 6' RT FURNISH & INSTALL: 1-12" 11.25° BEND, RJ 1-TB 15 20 25 30 35 40 45 15 20 25 30 35 40 45 G3+20 G3+40 G3+60 G3+80 G4+00 G4+20 G4+40 G4+60 G4+80 G5+00 G5+20 G5+40 G5+60 G5+80 G6+00 G6+20CONNECT TOEXIST 12" WEXIST 4"W12"DI WPROP 24" SSIE=15.5EXIST GEXIST UGP (2)EXIST GR @ ROW CL MATCHLINE STA G3+20SEE SHEET W-194' MINCOVEREXIST 4"W STA G5+63 1-12" 11.25° VERT BEND, RJ IE=26.2 STA G5+58 1-12" 11.25° VERT BEND, RJ IE=27.8 STA G5+85 1-12" 11.25° VERT BEND, RJ IE=27.8 STA G5+79 1-12" 11.25° VERT BEND, RJ IE=26.2CONNECT TOEXIST 4"WPLAN SCALE: 1"=20' 18-2251 W-20 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 WHITWORTH AVE S WATER PLAN & PROFILE STA G3+20 TO STA G6+00 JAM BAW TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-W.dwg W-20 3/6/2020 7:29 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 SCALE: 1"=20' HORIZ, 1"=5' VERT PROFILE WHITWORTH AVE S MATCHLINE STA G3+20SEE SHEET W-19S 3RD ST1 CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-6 AT UTILITY CROSSINGS MAINTAIN MINIMUM VERTICAL SEPARATION OF 18" FROM ALL OTHER UTILITIES UNLESS OTHERWISE NOTED, MEASURED WALL-TO-WALL PROTECT EXIST GAS & GAS SERVICES, PROVIDE SUPPORT DURING CONSTRUCTION PROTECT EXIST UNDERGROUND POWER & TELECOMMUNICATION, PROVIDE SUPPORT DURING CONSTRUCTION 2 3 7 CONSTRUCTION NOTES 1 TYP 3 TYP 2 TYP 7 TYP H W-41 6263SHEET NOTES: 1. SURVEY CONTROL NUMBER (#) SEE SHEET G-6 FOR SURVEY CONTROL POINT INFORMATION. 2. THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND TAKEN FROM UTILITY LOCATE MARKINGS, RECORD DRAWINGS, AND/OR OTHER AVAILABLE MAPPING. EXACT LOCATIONS OF ALL EXISTING UTILITIES MUST BE DETERMINED BY THE CONTRACTOR PRIOR TO AND DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR POTHOLING AND VERIFYING THE LOCATION, DEPTH, SIZE, MATERIAL AND CONFIGURATION OF THE EXISTING UTILITIES. 3. EXISTING SERVICES AND HYDRANTS ARE TO BE KEPT ACTIVE DURING CONSTRUCTION UNLESS PRIOR WRITTEN APPROVAL IS OBTAINED FROM THE CITY 4. TYPICAL PAVEMENT RESTORATION, SEE RESTORATION SHEETS. 5. FOR ADDITIONAL WATER NOTES, SEE SHEET G-5. 6. ALL DUCTILE IRON PIPES, FITTINGS, AND VALVES SHALL BE RESTRAINED-JOINT PIPES, SEE CONTRACT SPECIFICATIONS. 7. SEE DEMOLITION SHEETS FOR REMOVAL OR ABANDONMENT OF EXISTING WATER PIPELINES AND APPURTENANCES. ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••46 454644 45 454 4 4 4 45 46 4 343 CRPL#3 66" STL CPPL#3 66" STLL0+00 L1+00 L2+00 L3+00 L4+0012" C900 SS8" SDR 35 SS12" CIPP SSC90012"C900 SD30"C900 SDL0+00 L1+00 L2+00 L3+00 L4+00 12"DI W STA L4+75, 11' RT FURNISH & INSTALL: FH ASSY PER COR STD PLAN 310.1 STA L4+25, 11' LT FURNISH & INSTALL: 1-12" 45° BEND, RJ ROTATED UP 1-TB STA L3+96, 0' RT STA L3+98, 11' LT FURNISH & INSTALL: 1-12" CROSS, RJ 1-12" GV, RJ 2-12" SOLID SLV, RJ STA L4+03, 11' LT FURNISH & INSTALL: 1-12" 45° BEND, RJ 1-TB STA L4+07, 11' LT FURNISH & INSTALL: 1-12" 45° BEND, RJ 1-TB STA L1+97, 10' LT FURNISH & INSTALL: 1-12"x8" TEE, RJ 1-12" GV, RJ 1-8" SOLID SLV, RJ 1-TB STA L0+28, 0' LT FURNISH & INSTALL: 1-12"X8" TEE, FLG 1-12" GV, FLGxRJ 1-8" GV, FLGxRJ 1-8" SOLID SLV, RJ 1-6" DI SPL, LTF 1-12"x6" RDCR, FLG 1-TB STA L0+83, 10' LT FURNISH & INSTALL: 1-12" 45° BEND, RJ 1-TB STA L4+37, FURNISH & INSTALL: 1-12" 11.25° BEND, RJ 1-TB STA L4+65, FURNISH & INSTALL: 1-12" 11.25° BEND, RJ 1-TB STA L4+70, FURNISH & INSTALL: 1-12" 11.25° BEND, RJ 1-TB STA L4+50, 11' RT FURNISH & INSTALL: 1-12" 45° BEND, RJ ROTATED DOWN 1-TB STA L4+55, FURNISH & INSTALL: 1-12" 11.25° BEND, RJ 1-TB 25 30 35 40 45 50 55 25 30 35 40 45 50 55 L0+00 L0+20 L0+40 L0+60 L0+80 L1+00 L1+20 L1+40 L1+60 L1+80 L2+00 L2+20 L2+40 L2+60 L2+80 L3+00 L3+20 L3+40 L3+60 L3+80 L4+00 L4+20 L4+40 L4+60 L4+80 12"DI WEXIST GEXIST TABAN WEXIST UGP/FOEXIST GPROP SSIE=38.3PROP 12" W CROSSEXIST TPROP 30" SDIE=39.1EXIST TPROP CIPPIE=38.5EXIST UGPEXIST 66" W (SPU)CROWN=37.9, IE=32.4EXIST TSTA L4+03 1-12" 45° VERT BEND, RJ IE=40.50 MATCHLINE STA L4+80SEE SHEET W-264' MINCOVEREXIST GR @ ROW CL STA L4+07 1-12" 45° VERT BEND, RJ IE=37.00 PROP FHSTA L4+25 1-12" 45° COMPOUND BEND, RJ IE=37.00 ISOLATE JOINT BOND AND ADD ANNODES TO A DISTANCE OF 50' ON EITHER SIDE OF SPU TRANSMISSION MAINS STA L4+70 1-12" 11.25° VERT BEND, RJ IE=40.00 STA L4+65 1-12" 11.25° VERT BEND, RJ IE=38.70EXIST TCONNECT TOEXIST 6"W& EXIST 8"WEXIST 8"WEXIST 6"SD(TO BE REPLACED)IE=41.7EXIST TPROP 12" SDIE=41.4STA L4+55 1-12" 11.25° VERT BEND, RJ IE=38.70PROP WSPROP WSPROP WSPROP SS SIDE SEWEREXIST SS SIDE SEWER6" MINSTA L4+37 1-12" 11.25° VERT BEND, RJ IE=40.00 6" MIN12" MINSTA L4+50 1-12" 45° COMPOUND BEND, RJ IE=40.00 6" MINPLAN SCALE: 1"=20' 18-2251 W-25 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 MILL AVE S WATER PLAN & PROFILE STA L0+00 TO STA L4+80 JAM BAW TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-W.dwg W-25 3/6/2020 7:29 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 SCALE: 1"=20' HORIZ, 1"=5' VERT PROFILE MILL AVE S MATCHLINE STA L4+80SEE SHEET W-261 CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-6 AT UTILITY CROSSINGS MAINTAIN MINIMUM VERTICAL SEPARATION OF 18" FROM ALL OTHER UTILITIES UNLESS OTHERWISE NOTED, MEASURED WALL-TO-WALL PROTECT EXIST GAS & GAS SERVICES, PROVIDE SUPPORT DURING CONSTRUCTION SUPPORT SPU WATER IN PLACE PER 1-07.17. DO NOT ALLOW EXIST PEA GRAVEL BACKFILL TO UNRAVEL. BACKFILL PIPE BEDDING PER SPU STD PLAN 350 PROTECT EXIST SD AND/OR TEMPORARILY RELOCATE AND RESTORE EXIST SD AS NECESSARY PROTECT EXIST UNDERGROUND POWER & TELECOMMUNICATION, PROVIDE SUPPORT DURING CONSTRUCTION REPLACE EXISTING WATER LATERAL AND METER PER COR STD PLAN 320.3 AND RECONNECT TO EXISTING SERVICE PROTECT OR RESTORE ANY MONUMENT DISTURBED ACCORDING TO COR H031, TYP PROVIDE FOAM CUSHION AT ALL UTILITY CROSSINGS WHERE WATERMAIN CROSSES WITHIN 6" ABOVE/BELOW ANOTHER UTILITY REPLACE EXISTING WATER LATERAL AND METER PER COR STD PLAN 320.1 AND RECONNECT TO EXISTING SERVICE PROPOSED CORROSION PROTECTION FLUSH MOUNTED TEST STATIONS. SEE CORROSION PROTECTIONS DETAILS. 2 3 CONSTRUCTION NOTES 5 1 TYP 3 TYP 2 TYP 13 20 13 K W-42 L W-42 18 19 20 WATER SERVICE TABLE SERVICE NO.ADDRESS SIZE APPROX STATION AT MAIN FIELD VERIFIED STATION AT MAIN 1010 S 2ND ST 1"L1+32, 10' LT 1023 BRONSON WAY 1"L2+45, 11' LT IRRIGATION 1.5"L2+93, 11' LT 1 2 3 18 19 4 7 4 7 5 TYP 1 TYP 656466676865691 2 3 CONTRACTOR SHALL REMOVE AND REPLACE EXISTING STORM TO A DISTANCE OF 10 FT ON BOTH SIDES OF PROPOSED WATER MAIN, REPLACEMENT PIPE SHALL BE C900 PVC AND SHALL MATCH EXISTING SLOPE, SIZE, AND ALIGNMENT SHEET NOTES: 1. SURVEY CONTROL NUMBER (#) SEE SHEET G-6 FOR SURVEY CONTROL POINT INFORMATION. 2. THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND TAKEN FROM UTILITY LOCATE MARKINGS, RECORD DRAWINGS, AND/OR OTHER AVAILABLE MAPPING. EXACT LOCATIONS OF ALL EXISTING UTILITIES MUST BE DETERMINED BY THE CONTRACTOR PRIOR TO AND DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR POTHOLING AND VERIFYING THE LOCATION, DEPTH, SIZE, MATERIAL AND CONFIGURATION OF THE EXISTING UTILITIES. 3. EXISTING SERVICES AND HYDRANTS ARE TO BE KEPT ACTIVE DURING CONSTRUCTION UNLESS PRIOR WRITTEN APPROVAL IS OBTAINED FROM THE CITY 4. TYPICAL PAVEMENT RESTORATION, SEE RESTORATION SHEETS. 5. FOR ADDITIONAL WATER NOTES, SEE SHEET G-5. 6. ALL DUCTILE IRON PIPES, FITTINGS, AND VALVES SHALL BE RESTRAINED-JOINT PIPES, SEE CONTRACT SPECIFICATIONS. 7. SEE DEMOLITION SHEETS FOR REMOVAL OR ABANDONMENT OF EXISTING WATER PIPELINES AND APPURTENANCES.S 2ND ST26 26 ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••4 7 47 4 7 48 4 9 5 3 5 2 5 1 5 0 4 9 48 474747 46 46 46 46 46 45 CRPL#3 66" STLCRPL#3 66" STL CRPL#3 66" STL CRPL#3 66" STL L5+00 L6+00 L7+00 L8+00 L9+00L9+00 134 LF 12" CIPP SS284 LF 12" CIPP SS 12" PP SD 12"PP SD 8"C900 SD8"C900 SD8"C900 SD L5+00 L6+00 L7+00 L8+00 L9+00L9+00 12"DI W 12"DI W 12"DI W STA L7+50, 11' RT FURNISH & INSTALL: FH ASSY PER COR STD PLAN 310.1 STA L8+13, 11' RT FURNISH & INSTALL: 1-12" 45° BEND, RJ ROTATED DOWN 1-TB STA L8+26, 24' RT FURNISH & INSTALL: 1-12" 45° BEND, RJ ROTATED UP 1-TB STA L8+36, 25' RT FURNISH & INSTALL: 1-12" 45° BEND, RJ ROTATED UP 1-TB STA L8+47, 17' RT FURNISH & INSTALL: 1-24"x12" TAPPING TEE 1-12" GV,FLGxRJ 1-TB STA L8+19, 1' LT 25 30 35 40 45 50 55 25 30 35 40 45 50 55 L4+80 L5+00 L5+20 L5+40 L5+60 L5+80 L6+00 L6+20 L6+40 L6+60 L6+80 L7+00 L7+20 L7+40 L7+60 L7+80 L8+00 L8+20 L8+40 L8+60 L8+80 L9+00 12"DI W EXIST TEXIST UGPEXIST 8"SDIE=42.9CONNECT TOEXIST 24" WPROP FHMATCHLINE STA L4+80SEE SHEET W-25EXIST GR @ ROW CL 4' MINCOVERSTA L8+26 1-12" 45° COMPOUND BEND, RJ IE=39.1 STA L8+13 1-12" 45° COMPOUND BEND, RJ IE=40.1ABAN SS SIDE SEWERABAN SS SIDE SEWERABAN SS SIDE SEWERABAN SS SIDE SEWERABAN SS SIDE SEWERPROP 8"SDIE=42.8PROP 8"SDIE=42.212"DI W PLAN SCALE: 1"=20' 18-2251 W-26 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 MILL AVE S WATER PLAN & PROFILE STA L4+80 TO STA L9+00 JAM BAW TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-W.dwg W-26 3/6/2020 7:29 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 SCALE: 1"=20' HORIZ, 1"=5' VERT PROFILE MILL AVE S HOUSER WAY SMATCHLINE STA L4+80SEE SHEET W-25CONSTRUCTION NOTES 1 CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-6 AT UTILITY CROSSINGS, MAINTAIN MIN VERTICAL SEPARATION OF 18" FROM ALL OTHER UTILITIES UNLESS OTHERWISE NOTED, MEASURED WALL-TO-WALL PROTECT EXIST SD AND/OR TEMPORARILY RELOCATE AND RESTORE EXIST SD AS NECESSARY PROTECT EXIST SS, SSMH, & APPURTENANCES IN ACCORDANCE W/ SPECS PROTECT OR REMOVE AND REPLACE TRAFFIC DETECTION LOOP REPLACE EXIST WATER LATERAL AND METER PER COR STD PLAN 320.3 AND RECONNECT TO EXISTING SERVICE CONNECT TO EXIST MAIN W/TAPPING TEE & VALVES PER COR STD PLAN 300.1 PROTECT OR RESTORE ANY MONUMENT DISTURBED ACCORDING TO COR H031, TYP REPLACE EXISTING WATER LATERAL AND METER PER COR STD PLAN 320.1 AND RECONNECT TO EXISTING SERVICE ENCASE PIPE 6" THICK CDF SURROUNDING PIPE. THE PIPE SHOULD BE ENCASED FOR A MINIMUM OF 10 FT ON EITHER SIDE OF PROPOSED WATER MAIN. 2 6 9 13 1 TYP 9 5 TYP 613 5 2 17 17 M W-42 WATER SERVICE TABLE SERVICE NO.ADDRESS SIZE APPROX STATION AT MAIN FIELD VERIFIED STATION AT MAIN IRRIGATION 1.5"L7+63, 12' RT 235 MILL AVE S 1"L7+60, 12' RT 211 MILL AVE S 1"L6+65, 11' LT 1 2 3 18 20 20 18 3 1 2 22 227372CONTRACTOR SHALL REMOVE AND REPLACE EXISTING STORM FROM CATCH BASIN TO 10 FT EAST OF PROPOSED WATER MAIN. REPLACEMENT PIPE SHALL BE C900 PVC AND SHALL MATCH EXISTING SLOPE, SIZE, AND ALIGNMENT. CATCH BASIN SHALL BE MOVED TO EDGE OF CURVE. SHEET NOTES: 1. SURVEY CONTROL NUMBER (#) SEE SHEET G-6 FOR SURVEY CONTROL POINT INFORMATION. 2. THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND TAKEN FROM UTILITY LOCATE MARKINGS, RECORD DRAWINGS, AND/OR OTHER AVAILABLE MAPPING. EXACT LOCATIONS OF ALL EXISTING UTILITIES MUST BE DETERMINED BY THE CONTRACTOR PRIOR TO AND DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR POTHOLING AND VERIFYING THE LOCATION, DEPTH, SIZE, MATERIAL AND CONFIGURATION OF THE EXISTING UTILITIES. 3. EXISTING SERVICES AND HYDRANTS ARE TO BE KEPT ACTIVE DURING CONSTRUCTION UNLESS PRIOR WRITTEN APPROVAL IS OBTAINED FROM THE CITY 4. TYPICAL PAVEMENT RESTORATION, SEE RESTORATION SHEETS. 5. FOR ADDITIONAL WATER NOTES, SEE SHEET G-5. 6. ALL DUCTILE IRON PIPES, FITTINGS, AND VALVES SHALL BE RESTRAINED-JOINT PIPES, SEE CONTRACT SPECIFICATIONS. 7. SEE DEMOLITION SHEETS FOR REMOVAL OR ABANDONMENT OF EXISTING WATER PIPELINES AND APPURTENANCES. •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••3 1 31 29 30 303132NO PARK ING PARKIN G F I R E L A N EFIRE LANECRPL#1 66" STLCRPL#2 51.5" STLCRPL#3 66" STL••••••••••••••••••••••8" C900 SSA4+00Q0+00 Q1+00 Q2+0012"DI W STA Q0+31, 17' LT FURNISH & INSTALL: 1-12"x8" RDCR. RJxRJ 1-8" SOLID SLV, RJ STA Q0+44, 16' LT FURNISH & INSTALL: FH ASSY PER COR STD PLAN 310.1 1-5'x5' CONC PAD STA Q1+05, 12' LT FURNISH & INSTALL: 1-12" CROSS, FLG 4-12" GV, FLGxRJ STA Q1+41, 9' LT FURNISH & INSTALL: 1-12"x8" RDCR, RJxRJ 1-8" SOLID SLV, RJ STA Q1+00 STA A4+12 STA Q1+20 STA A4+14 STA Q0+99, 12' LT FURNISH & INSTALL: 1-12" 22.5° BEND, RJ 1-TB STA Q0+90, 13' LT FURNISH & INSTALL: 1-12" 22.5° BEND, RJ 1-TB STA Q0+36, 16' LT FURNISH & INSTALL: 1-12" 11.25° BEND, RJ 1-TB STA Q1+27, 10' LT FURNISH & INSTALL: 1-12" 11.25° BEND, RJ 1-TB STA Q1+36, 10' LT FURNISH & INSTALL: 1-12" 11.25° BEND, RJ 1-TBSTA Q0+62, 15' LT FURNISH & INSTALL: 1-12" 11.25° BEND, RJ 1-TB STA Q0+52, 15' LT FURNISH & INSTALL: 1-12" 11.25° BEND, RJ 1-TB STA Q0+40, 16' LT FURNISH & INSTALL: 1-12" 11.25° BEND, RJ 1-TB 15 20 25 30 35 40 15 20 25 30 35 40 Q0+00 Q0+20 Q0+40 Q0+60 Q0+80 Q1+00 Q1+20 Q1+40 Q1+60 Q1+80 Q2+00PROP 12"WEXIST TEXIST GEXIST UGP (2)EXIST TEXIST UGPEXIST 8"SS (TBA)IE=25.8EXIST 8"SDIE=25.0EXIST TEXIST UGPPROP FH12"DI W EXIST GR @ ROW CL 4' MINCOVERPROP 8"SSIE=23.7CONNECT TOEXIST 8"WCONNECT TOEXIST 8"WEXIST 12"W (TBA)STA Q0+36 1-12" 11.25° BEND, RJ IE=25.5 EXIST 8"W EXIST 8"W STA Q0+40 1-12" 11.25° BEND, RJ IE=24.4 STA Q0+52 1-12" 11.25° BEND, RJ IE=24.4 STA Q0+62 1-12" 11.25° BEND, RJ IE=22.5 STA Q0+90 1-12" 22.5° BEND, RJ IE=22.5 STA Q0+99 1-12" 22.5° BEND, RJ IE=26.0 STA Q1+27 1-12" 11.25° BEND, RJ IE=26.0 STA Q1+36 1-12" 11.25° BEND, RJ IE=27.712" MINPLAN SCALE: 1"=20' 18-2251 W-29 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 LAKE AVE S WATER PLAN & PROFILE STA Q0+00 TO STA Q2+00 JAM BAW TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-W.dwg W-29 3/6/2020 7:29 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 SCALE: 1"=20' HORIZ, 1"=5' VERT PROFILE S 2ND ST1 CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-6 AT UTILITY CROSSINGS MAINTAIN MINIMUM VERTICAL SEPARATION OF 18" FROM ALL OTHER UTILITIES, MEASURED WALL-TO-WALL PROTECT EXIST SD AND/OR TEMPORARILY RELOCATE AND RESTORE EXIST SD AS NECESSARY PROTECT EXIST UNDERGROUND POWER & TELECOMMUNICATION, PROVIDE SUPPORT DURING CONSTRUCTION FURNISH AND INSTALL FH ASSY PER COR STD PLAN 310.1, CLOSE EXIST HYDRANT VALVE, REMOVE HYDRANT, VALVE COVER, & VALVE BOX, SALVAGE TO COR OR DISPOSE AS DIRECTED BY CITY ENGINEER PROTECT OR RESTORE ANY MONUMENT DISTURBED ACCORDING TO COR H031, TYP 2 5 7 CONSTRUCTION NOTES 15 LAKE AVE S 15 18 B W-40 C W-40 18 7 2 5 1 SHEET NOTES: 1. SURVEY CONTROL NUMBER (#) SEE SHEET G-6 FOR SURVEY CONTROL POINT INFORMATION. 2. THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND TAKEN FROM UTILITY LOCATE MARKINGS, RECORD DRAWINGS, AND/OR OTHER AVAILABLE MAPPING. EXACT LOCATIONS OF ALL EXISTING UTILITIES MUST BE DETERMINED BY THE CONTRACTOR PRIOR TO AND DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR POTHOLING AND VERIFYING THE LOCATION, DEPTH, SIZE, MATERIAL AND CONFIGURATION OF THE EXISTING UTILITIES. 3. EXISTING SERVICES AND HYDRANTS ARE TO BE KEPT ACTIVE DURING CONSTRUCTION UNLESS PRIOR WRITTEN APPROVAL IS OBTAINED FROM THE CITY 4. TYPICAL PAVEMENT RESTORATION, SEE RESTORATION SHEETS. 5. FOR ADDITIONAL WATER NOTES, SEE SHEET G-5. 6. ALL DUCTILE IRON PIPES, FITTINGS, AND VALVES SHALL BE RESTRAINED-JOINT PIPES, SEE CONTRACT SPECIFICATIONS. 7. SEE DEMOLITION SHEETS FOR REMOVAL OR ABANDONMENT OF EXISTING WATER PIPELINES AND APPURTENANCES. 18 •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••33333433NO PARKING FIRE LANE34 8" SDR 35 SS12" C900 SD12" C900 SD12"DI W12"DI WS0+00 S1+00S1+00 STA S0+53, 0' RT FURNISH & INSTALL: FH ASSY PER COR STD PLAN 310.1 STA S0+12, 0' RT FURNISH & INSTALL: 1-12"x6" TEE, FLG 1-12" GV, FLGxRJ 1-6" GV, FLG 1-12" FLGxRJ ADPTR STA S0+04, 0' RT FURNISH & INSTALL: 1-POLYPIG 1-TB STA S0+58, 0' RT FURNISH & INSTALL: 1-12"x6" TEE, FLGxRJ 1-6" GV, FLGxRJ 1-6" SOLID SLV, RJ 3-TB STA S1+00, 0' LT FURNISH & INSTALL: 1-12" TEE, FLG 3-12" GV, FLGxRJ 1-TB STA S0+12, 32' LT FURNISH & INSTALL: 1-6" 90° BEND, RJ 1-6" SOLID SLV, RJ 1-TB 20 25 30 35 40 20 25 30 35 40 S0+00 S0+20 S0+40 S0+60 S0+80 S1+00S1+00EXIST 8"SS (TBA)IE=27.5EXIST T (2)EXIST TEXIST 8"SS (TBA)IE=25.8EXIST UGP4' MINCOVEREXIST GR @ ROW CL PROP 6" WPROP WPROP FHPROP 12"WEXIST 6"W PROP 12"SDIE=28.012" MINEXIST 8"SSIE=21.2PLAN SCALE: 1"=20' 18-2251 W-30 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 RENTON HIGH SCHOOL WATER PLAN & PROFILE STA S0+00 TO STA S1+00 JAM BAW TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-W.dwg W-30 3/6/2020 7:29 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 SCALE: 1"=20' HORIZ, 1"=5' VERT PROFILE FOR CONTINUATION SEE SHEET W-3 S 2ND ST1 CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-6 AT UTILITY CROSSINGS MAINTAIN MINIMUM VERTICAL SEPARATION OF 18" FROM ALL OTHER UTILITIES, MEASURED WALL-TO-WALL PROTECT EXIST SD AND/OR TEMPORARILY RELOCATE AND RESTORE EXIST SD AS NECESSARY PROTECT EXIST UNDERGROUND POWER & TELECOMMUNICATION, PROVIDE SUPPORT DURING CONSTRUCTION FURNISH AND INSTALL FH ASSY PER COR STD PLAN 310.1, CLOSE EXIST HYDRANT VALVE, REMOVE HYDRANT, VALVE COVER, & VALVE BOX, SALVAGE TO COR OR DISPOSE AS DIRECTED BY CITY ENGINEER FURNISH AND INSTALL POLYPIG IN ACCORDANCE WITH COR STD PLAN 300.6 PROPOSED WATER MAY HAVE A CONFLICT WITH EXISTING UTILITY TO BE ABANDONED, CONTRACTOR SHALL TAKE APPROPRIATE MEASURE TO INSTALL THE WATER UTILITY SUCH THAT FUNCTIONALITY OF THE EXISTING UTILITY IS MAINTAINED UNTIL SUCH TIME AS IT IS ABANDONED 7 CONSTRUCTION NOTES FOR CONTINUATION SEE SHEET W-3 2 15 5CRPL#3 66" STL16 15 16 12"DI W 1 2 5 7N W-43 APPROX LOCATION OF EXIST 6"W 4425 25 SHEET NOTES: 1. SURVEY CONTROL NUMBER (#) SEE SHEET G-6 FOR SURVEY CONTROL POINT INFORMATION. 2. THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND TAKEN FROM UTILITY LOCATE MARKINGS, RECORD DRAWINGS, AND/OR OTHER AVAILABLE MAPPING. EXACT LOCATIONS OF ALL EXISTING UTILITIES MUST BE DETERMINED BY THE CONTRACTOR PRIOR TO AND DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR POTHOLING AND VERIFYING THE LOCATION, DEPTH, SIZE, MATERIAL AND CONFIGURATION OF THE EXISTING UTILITIES. 3. EXISTING SERVICES AND HYDRANTS ARE TO BE KEPT ACTIVE DURING CONSTRUCTION UNLESS PRIOR WRITTEN APPROVAL IS OBTAINED FROM THE CITY 4. TYPICAL PAVEMENT RESTORATION, SEE RESTORATION SHEETS. 5. FOR ADDITIONAL WATER NOTES, SEE SHEET G-5. 6. ALL DUCTILE IRON PIPES, FITTINGS, AND VALVES SHALL BE RESTRAINED-JOINT PIPES, SEE CONTRACT SPECIFICATIONS. 7. SEE DEMOLITION SHEETS FOR REMOVAL OR ABANDONMENT OF EXISTING WATER PIPELINES AND APPURTENANCES. APPROXIMATE LOCATION OF PRIVATE SANITARY SEWER. CONTRACTOR TO VERIFY VERTICAL AND HORIZONTAL LOCATION AND NOTIFY ENGINEER ONE MONTH PRIOR TO CONSTRUCTION OF ALIGNMENTS ••••••••••••••••••••••••••••••••••••••••••••••••••••••36363636 24" C900 SS12"DI SD12" PP SD12"DI SD8"DI S D R0+80 R1+00 R2+00 R2+18 12"DI W STA R0+91, 1' RT FURNISH & INSTALL: 1-12"x12" TEE, FLG 2-SOLID SLV, RJ 3-12" GV, FLGxRJ 1-TB STA R1+76, 2' RT FURNISH & INSTALL: FH ASSY PER COR STD PLAN 310.1 STA R1+85, 2' RT FURNISH & INSTALL: 1-12" GV, FLGxRJ 1-12" BLIND FLG 1-4" GV, FLGxRJ 1-12"x4" TEE, FLG 2-TB STA R1+85, 16' LT FURNISH & INSTALL: 1-4" 90° BEND, RJ 1-4" SOLID SLV, RJ 1-TB STA R0+97, 0' LT STA R1+04, 1' RT FURNISH & INSTALL: 1-12" 11.25° VERT BEND, RJ 1-TB STA R0+99, 1' RT FURNISH & INSTALL: 1-12" 11.25° VERT BEND, RJ 1-TB STA R1+85, 11' LT FURNISH & INSTALL: 1-4" 11.25° VERT BEND, RJ 1-TB STA R1+85, 5' LT FURNISH & INSTALL: 1-4" 11.25° VERT BEND, RJ 1-TB 20 25 30 35 40 45 20 25 30 35 40 45 R0+80 R1+00 R1+20 R1+40 R1+60 R1+80 R2+00 R2+20EXIST TEXIST UGP12"DI W EXIST GR @ ROW CL 4' MINCOVERPROP SDIE=34.1PROP 8"SDIE=33.4EXIST GEXIST 4"WPROP FHCONNECT TOEXIST 4"WCONNECT TOEXIST 12"WSTA R1+04 1-12" 11.25° VERT BEND, RJ IE=29.4 STA R0+99 1-12" 11.25° VERT BEND, RJ IE=30.4 PROP 24"SSIE=14.7PLAN SCALE: 1"=20' 18-2251 W-31 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 SMITHERS AVE S WATER PLAN & PROFILE STA R0+00 TO STA R1+00 SEO BAW TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-W.dwg W-31 3/6/2020 7:29 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 SCALE: 1"=20' HORIZ, 1"=5' VERT PROFILES 3RD ST1 TYP 1 CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-6 AT UTILITY CROSSINGS MAINTAIN MINIMUM VERTICAL SEPARATION OF 18" FROM ALL OTHER UTILITIES UNLESS OTHERWISE NOTED, MEASURED WALL-TO-WALL PROTECT EXIST GAS & GAS SERVICES, PROVIDE SUPPORT DURING CONSTRUCTION PROTECT EXIST SS, SSMH, & APPURTENANCES IN ACCORDANCE W/ SPECS PROTECT EXIST UNDERGROUND POWER & TELECOMMUNICATION, PROVIDE SUPPORT DURING CONSTRUCTION CONNECT TO EXIST MAIN WITH CUT-IN TEE & VALVE PER COR STD PLAN 300.2 FURNISH AND INSTALL FH ASSY PER COR STD PLAN 310.1, CLOSE EXIST HYDRANT VALVE, REMOVE HYDRANT, VALVE COVER, & VALVE BOX, SALVAGE TO COR OR DISPOSE AS DIRECTED BY CITY ENGINEER PROTECT OR RESTORE ANY MONUMENT DISTURBED ACCORDING TO COR H031, TYP PROVIDE FOAM CUSHION AT ALL UTILITY CROSSINGS WHERE WATERMAIN CROSSES WITHIN 6" ABOVE/BELOW ANOTHER UTILITY 2 3 15 18 19 CONSTRUCTION NOTES SMITHERS AVE S 15 10 18 2 3 7 7 J W-43 10 6 6 47454648SHEET NOTES: 1. SURVEY CONTROL NUMBER (#) SEE SHEET G-6 FOR SURVEY CONTROL POINT INFORMATION. 2. THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND TAKEN FROM UTILITY LOCATE MARKINGS, RECORD DRAWINGS, AND/OR OTHER AVAILABLE MAPPING. EXACT LOCATIONS OF ALL EXISTING UTILITIES MUST BE DETERMINED BY THE CONTRACTOR PRIOR TO AND DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR POTHOLING AND VERIFYING THE LOCATION, DEPTH, SIZE, MATERIAL AND CONFIGURATION OF THE EXISTING UTILITIES. 3. EXISTING SERVICES AND HYDRANTS ARE TO BE KEPT ACTIVE DURING CONSTRUCTION UNLESS PRIOR WRITTEN APPROVAL IS OBTAINED FROM THE CITY 4. TYPICAL PAVEMENT RESTORATION, SEE RESTORATION SHEETS. 5. FOR ADDITIONAL WATER NOTES, SEE SHEET G-5. 6. ALL DUCTILE IRON PIPES, FITTINGS, AND VALVES SHALL BE RESTRAINED-JOINT PIPES, SEE CONTRACT SPECIFICATIONS. 7. SEE DEMOLITION SHEETS FOR REMOVAL OR ABANDONMENT OF EXISTING WATER PIPELINES AND APPURTENANCES. ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••32 33 33 33 34 33 34 34 33 34 34 33 3333 32 32 3233333331NO PARKING FIRE LANE34 CRPL # 2 5 1 . 5 " S T L CRPL # 2 5 1 . 5 " S T L CRP L # 1 6 6 " S T L CRPL #3 66" STL CRPL#3 66" STL CRPL#3 66" STL CRP L # 1 6 6 " S T L E6 + 3 8 E6+ 0 0 A10+00 A11+00 A12+00 A13+00 A14+00 8" SDR 35 SS 8" C900 SS8" C900 SS 8" SDR 35 SS8" SDR 35 SS 12" C900 SD15" PP SD 12" C 9 0 0 S D 12" PP SD 12" C900 SD12" C900 SD8" D I S D 12"C900 SD12"PP SDF0+00F1+00F2+00F3+0012"DI W12"DI W 12"DI W12"DI W12"DI WG0+00G1+00G2+00A10+00 A11+00 A12+00 A13+00 A14+00S0+00S1+00S1+0012"DI W E6+ 0 0 E6 + 3 8 STA A11+47, 6' LT FURNISH & INSTALL: 1-CUT AND CAP, RJ & TBSTA A9+73, 18' LT FURNISH & INSTALL: 1-CUT AND CAP, RJ & TB STA A12+99, 39' RT FURNISH & INSTALL: 1-CUT AND CAP, RJ & TB 1-CUT AND CAP 1-BLIND FLANGE & TEMP TB STA F2+60, 8' LT FURNISH & INSTALL: 1-12"X6" TAPPING TEE 1-6" GV, FLGxRJ 1-TBSHATTUCK AVE SFOR CONTINUATION SEE SHEET W-15 FOR CONTINUATION SEE SHEET W-19WHITWORTH AVE SPLAN SCALE: 1"=20' NO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-W.dwg W-32 3/6/2020 7:29 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1MATCHLINE STA A9+60SEE SHEET W-2TEMP 3" RESTRAINED JOINT DI WATER SERVICE 18-2251 W-32 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 S 2ND ST TEMPORARY WATER SERVICE PLAN JAM BAW TTT X MAINTAIN ACCESS TO ALL BUSINESS AND KEEP BUILDING ACCESS FREE OF OBSTRUCTION AND ADA COMPIANT TEE TO BE REMOVED AND BLIND FLANGEE AND TEMPORARY THRUST BLOCK TO BE ATTACHED TO VALVE ON 12"W GOING EASTPROVIDE TEMP WATER SERVICE DURING CONSTRUCTION PROVIDE TEMP BLOW OFF VALVE PROVIDE TEMP WATER SERVICE DURING CONSTRUCTION, TYP (3) PROVIDE RAMP ACROSS FULL WIDTH OF DRIVE TO PROTECT TEMP WATER SERVICE RECOMMENDED POLYPIGGING AND DISINFECTION PLAN START CONNECTION DETAIL END CONNECTION DETAIL A W-40 C W-40 N W-43 D W-40 K W-42 D W-40 B W-40 G W-41 E W-41 M W-42FURNISH & INSTALL: FH ASSY PER COR STD PLAN 310.1 SHEET NOTES: 1.SURVEY CONTROL NUMBER (#) SEE SHEET G-6 FOR SURVEY CONTROL POINT INFORMATION. 2.THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND TAKEN FROM UTILITY LOCATE MARKINGS, RECORD DRAWINGS, AND/OR OTHER AVAILABLE MAPPING. EXACT LOCATIONS OF ALL EXISTING UTILITIES MUST BE DETERMINED BY THE CONTRACTOR PRIOR TO AND DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR POTHOLING AND VERIFYING THE LOCATION, DEPTH, SIZE, MATERIAL AND CONFIGURATION OF THE EXISTING UTILITIES. 3.EXISTING SERVICES AND HYDRANTS ARE TO BE KEPT ACTIVE DURING CONSTRUCTION UNLESS PRIOR WRITTEN APPROVAL IS OBTAINED FROM THE CITY 4.TYPICAL PAVEMENT RESTORATION, SEE RESTORATION SHEETS. 5.FOR ADDITIONAL WATER NOTES, SEE SHEET G-4. 6.ALL DUCTILE IRON PIPES, FITTINGS, AND VALVES SHALL BE RESTRAINED-JOINT PIPES, SEE CONTRACT SPECIFICATIONS. 7.SEE DEMOLITION SHEETS FOR REMOVAL OR ABANDONMENT OF EXISTING WATER PIPELINES AND APPURTENANCES. 8. TEMPORARY WATER SERVICE CONNECTION PLAN AND RECOMMENDED POLYPIGGING AND DISINFECTION PLAN REPRESENTS THE MINIMUM WORK ANTICIPATED. THE CONTRACTOR IS REQUIRED TO SUBMIT A FULL TEMPORARY SERVICE AND POLYPIGGING/DISINFECTION PLAN. ANY VARIATION OR ADDITION TO TEMPORARY SERVICE PLAN OR POLYPIGGING AND DISINFECTION PLAN SHALL HAVE WRITTEN APPROVAL FROM THE CITY OF RENTON WATER DEPARTMENT. A W-1 C W-29 N W-30 D W-3 K W-25 D W-3 B W-29 G W-16 E W-19 M W-26 HYDRANT TO BE INSTALLED SUCH THAT THE PROPOSED WATER CAN BE CONSTRUCTED WITH NO INTERUPTION TO TEMPORARY SERVICE. AFTER POLYPIGGING AND DISINFECTION OF PROPOSED WATERMAIN, HYDRANT SHALL BE RECONNECTED TO PROPOSED WATER NO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-W.dwg W-40 3/6/2020 7:29 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 FUTURE 12" DI BY OTHERS 12" DI W6" DI W12" DI W8" CI WCRPL#3 66" STL W 8" CI W12" DI W12" DI W 12" DI W SCALE: NTS CONNECTION DETAIL A W-1 B W-29 C W-29 D W-3 AFTER ALL TESTING, CLEANING BY POLYPIG & DISINFECTION, REMOVE TEMP BLOCK & BLOW-OFF & CONNECT TO EXIST WATER LINE W/ SLEEVE (MJ) & DI SPOOLS. FINAL CONNECTION BY CITY FORCES. AFTER ALL TESTING, CLEANING BY POLYPIG & DISINFECTION, REMOVE TEMP BLOCK & BLOW-OFF & CONNECT TO EXIST WATER LINE W/ SLEEVE (MJ) & DI SPOOLS. FINAL CONNECTION BY CITY FORCES. AFTER ALL TESTING, CLEANING BY POLYPIG & DISINFECTION, REMOVE TEMP BLOCK & BLOW-OFF & CONNECT TO EXIST WATER LINE W/ SLEEVE (MJ) & DI SPOOLS. FINAL CONNECTION BY CITY FORCES. VERTICAL CROSS (MJxFL) FOR POLYPIGGING 1-BLIND FLANGE ON TOP W/ 2" TAPS & 2" PLUG 1-BLIND FLANGEE ON BOTTOM 1-PLUG (MJ) W/2" TAP & 2" BLOW-OFF FUTURE 12" DI BY OTHERS 12" DI W6" DI W12" DI W8" CI WCRPL#3 66" STL W 8" CI W12" DI WFURNISH & INSTALL: TEMP CAP & TB VERTICAL CROSS (MJxFL) FOR POLYPIGGING 1-BLIND FLANGE ON TOP W/ 2" TAPS & 2" PLUG 1-BLIND FLANGEE ON BOTTOM 1-PLUG (MJ) W/2" TAP & 2" BLOW-OFF FURNISH & INSTALL: TEMP CAP & TB VERTICAL CROSS (MJxFL) FOR POLYPIGGING 1-BLIND FLANGE ON TOP W/ 2" TAPS & 2" PLUG 1-BLIND FLANGEE ON BOTTOM 1-PLUG (MJ) W/2" TAP & 2" BLOW-OFF FURNISH & INSTALL: TEMP CAP & TB FURNISH & INSTALL: CUT & CAP ON LINE TBA 12" DI W12" DI W 8"DI WVERTICAL CROSS (MJxFL) FOR POLYPIGGING 1-BLIND FLANGE ON TOP W/ 2" TAPS & 2" PLUG 1-BLIND FLANGEE ON BOTTOM 1-PLUG (MJ) W/2" TAP & 2" BLOW-OFF INSTALL 2" PLUG ON TOP OF BLIND FLANGEE AFTER REMOVAL OF POLYPIG BASED ON STD 300.6 & 310.1 BASED ON STD 300.6 & 300.5 18-2251 W-40 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 WATER CONNECTION DETAILS - 1 JAM BAW TTT X8"DI WBASED ON STD 300.6 & 300.5BASED ON STD 300.6 & 300.5SCALE: NTS CONNECTION DETAIL SCALE: NTS CONNECTION DETAIL SCALE: NTS CONNECTION DETAIL REMOVE 8" VALVES 8"DI W8"DI W NO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-W.dwg W-41 3/6/2020 7:29 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 E W-19 G W-16 H W-20 12" DI W 12"DI W 12"DI W AFTER ALL TESTING, CLEANING BY POLYPIG & DISINFECTION, REMOVE TEMP BLOCK & BLOW-OFF & CONNECT TO PROP WATER LINE W/ SLEEVE (MJ) & DI SPOOLS, FINAL CONNECTION BY CITY FORCES 12"DI W 12"DI W 12"DI W12"DI W 12"DI W 12"DI W12"DI W12"DI W12" DI WCONNECT TO EXIST WATER LINE W/ SLEEVE (MJ) & DI SPOOLS. CONNECT TO EXIST WATER LINE W/ SLEEVE (MJ) & DI SPOOLS. 12"DI W 12" DI W12"DI W12"DI W CONNECT TO EXIST WATER LINE W/ SLEEVE (MJ) & DI SPOOLS. 12" DI W 12" DI W 12"DI W 12"DI W 4" DI W4" DI W 12"DI W 12" DI W12"DI W12"DI W CONNECT TO EXIST WATER LINE W/ SLEEVE (MJ) & DI SPOOLS. 12" DI W 4" DI W AFTER ALL TESTING, CLEANING BY POLYPIB & DISINFECTION, REMOVE TEMP BLOCK & BLOW-OFF & CONNECT TO PROP WATER LINE W/ SLEEVE (MJ) & DI SPOOLS, FINAL CONNECTION BY CITY FORCES CONNECT TO EXIST WATER LINE W/ SLEEVE (MJ) & DI SPOOLS. VERTICAL CROSS (MJxFL) FOR POLYPIGGING 1-BLIND FLANGEE ON TOP W/ 2" TAPS & 2" PLUG 1-BLIND FLANGEE ON BOTTOM 1-PLUG (MJ) W/2" TAP & 2" BLOW-OFF FURNISH & INSTALL: TEMP CAP & TB FURNISH & INSTALL: TEMP CAP & TB VERTICAL CROSS (MJxFL) FOR POLYPIGGING 1-BLIND FLANGEE ON TOP W/ 2" TAPS & 2" PLUG 1-BLIND FLANGEE ON BOTTOM 1-PLUG (MJ) W/2" TAP & 2" BLOW-OFF FURNISH & INSTALL: CUT & CAP ON LINE TBA BASED ON STD 300.6 & 300.1 PIPE AND FITTINGS OUTSIDE OF POLYPIG PATH NEED TO BE DISINFECTED IN ACCORDANCE WITH THE SPECIFICATIONS FURNISH & INSTALL: CUT & CAP ON LINE TBA 18-2251 W-41 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 WATER CONNECTION DETAILS - 2 JAM BAW TTT X4" DI W4"CI WSCALE: NTS CONNECTION DETAIL 4"DI WBASED ON STD 300.5 4"CI W4"DI WSCALE: NTS CONNECTION DETAIL SCALE: NTS CONNECTION DETAIL BASED ON STD 300.512" DI WREMOVE 4" VALVES FURNISH & INSTALL: CUT & CAP ON LINE TBA NO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-W.dwg W-42 3/6/2020 7:29 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 K W-25 L W-25 M W-26 VERTICAL CROSS (MJxFL) FOR POLYPIGGING 1-BLIND FLANGEE ON TOP W/ 2" TAPS & 2" PLUG 1-BLIND FLANGEE ON BOTTOM 1-PLUG (MJ) W/2" TAP & 2" BLOW-OFF FURNISH & INSTALL: TEMP CAP & TB AFTER ALL CLEANING BY POLYPIG, PRESSURE TESTING & DISINFECTION, REMOVE TEMP BLOCK & BLOW-OFF & CONNECT TO EXIST WATER LINE W/ SLEEVE (MJ) & DI SPOOLS, FINAL CONNECTION BY CITY FORCES12"DI W 12"DI W12" DI W12" DI W12" DI W12" DI W 12" DI W 24"DI W 24"DI W12" D I W 24"DI W 24"DI W CUT AND CAP EXIST 6"DI W AND ADD THRUST BLOCK ONCE CITY APPROVES USE FOR PROP 12" DI W12" DI W8"DI W6"DI WFURNISH & INSTALL: CUT & CAP ON LINE TBA TAPPING TEE AND VALVE 18-2251 W-42 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 WATER CONNECTION DETAILS - 3 SEO BAW TTT X SCALE: NTS CONNECTION DETAIL 12" DI W 12" DI W 12"DI W 12"DI W SCALE: NTS CONNECTION DETAIL SCALE: NTS CONNECTION DETAIL 8"W 12" DI W 8 "W6" DI W 8 " D I W VERTICAL CROSS (MJxFL) FOR POLYPIGGING 1-BLIND FLANGEE ON TOP W/ 2" TAPS & 2" PLUG 1-BLIND FLANGEE ON BOTTOM 1-PLUG (MJ) W/2" TAP & 2" BLOW-OFF FURNISH & INSTALL: TEMP CAP & TB 6"W 8"W 12" DI W 8 "W6" DI W 8 " D I W6"W AFTER ALL CLEANING BY POLYPIG, PRESSURE TESTING & DISINFECTION, REMOVE TEMP BLOCK & BLOW-OFF & CONNECT TO EXIST WATER LINE W/ SLEEVE (MJ) & DI SPOOLS, FINAL CONNECTION BY CITY FORCES FURNISH & INSTALL: CUT & CAP ON LINE TBA REMOVE 8" VALVE 12"DI W 12" DI W4" DI W4" DI W 12"DI W 12" DI W12"DI W CONNECT TO EXIST WATER LINE W/ SLEEVE (MJ) & DI SPOOLS 12" DI W 4" DI W4" DI W NO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-W.dwg W-43 3/6/2020 7:29 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 SCALE: NTS CONNECTION DETAIL SCALE: NTS CONNECTION DETAIL J W-31 CONNECT TO EXIST WATER LINE W/ SLEEVE (MJ) & DI SPOOLS CONNECT TO EXIST WATER LINE W/ SLEEVE (MJ) & DI SPOOLS FURNISH & INSTALL: CUT & CAP ON LINE TBA 12"DI W 12" DI W 6"DI W12" DI W6" DI W 6"DI W6"DI W 6"DI W 6" DI W 6"DI W6"DI W FURNISH & INSTALL: CUT & CAP ON LINE TBA VERTICAL CROSS (MJxFL) FOR POLYPIGGING 1-BLIND FLANGE ON TOP W/ 2" TAPS & 2" PLUG 1-BLIND FLANGEE ON BOTTOM 1-PLUG (MJ) W/2" TAP & 2" BLOW-OFF CONNECT TO EXIST WATER LINE W/ SLEEVE (MJ) & DI SPOOLS 18-2251 W-43 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 WATER CONNECTION DETAILS - 4 JAM BAW TTT X12" DI WN W-30 6" DI W 4"DI W4"DI W6" DI W REMOVE 8" VALVE 12"DI W NO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-CP.dwg CP-1 3/3/2020 5:38 PM MATT.ESTEP 23.0s (LMS Tech)SHEET 120 1 NO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-CP.dwg CP-1 3/3/2020 5:38 PM MATT.ESTEP 23.0s (LMS Tech)SHEET 120 1 18-2251 CP-1 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 90% SUBMITTAL TTT AS SHOWN CATHODIC PROTECTION - 1 CONSTRUCTION NOTES: •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••3 8 3 7 3 8 3 7 3 639383637 38 353 5 34 36 35 34 35 34 3 3 3 2 31333231293030 31 3233 3 4 3738434 2 41 40 39 FIRE LANE 35 CRPL#3 66" STL CRPL#1 66" STL CRPL#2 51.5" STL CRPL#3 66" STL CRPL#1 66" STL CRPL#2 51.5" STL CRPL#1 66" STL CRPL#2 51.5" STL CRPL#3 66" STL ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• •••••••••••••••••••••••••••••••••••••••••••••••••••••••• •••• ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••12"DI W Q0+00Q1+0012"DI WA0+00 A1+00 A2+00 A3+00 A4+00 8 " SD R 3 5 S S 8" C900 SS8" SDR 35 SS N3+00N4+00N4+008" C900 SS8" SDR 35 SS••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• 31 31 31 31 32 32 3 3 32 32 3 2 31 32 32 32 NO PARKING FIRE LAN E NO PARKINGNO PARKING FIRE LANENO PARKING FIRE LANESTOP NO PARKINGNO PARKINGNO PARKING FIRE LANE32 3231 CRPL#1 66" STL •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• 12" C 9 0 0 S D 12"DI W 12"DI W E2+00 E3+00 A5+00 A6+00 A7+00 A8+00 A9+00 8" C900 SS 8" C900 SS 8" SIDE SEWER18-2251 R-1 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 S 2ND ST ROADWAY RESTORATION PLANS STA A0+00 TO STA A9+60 SEO BAW TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-REST.dwg R-1 3/6/2020 9:48 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 MATCHLINE STA A4+80SEE BELOWRAINIER AVE SLAKE AVE SS 2ND ST MATCHLINE STA A4+80SEE ABOVEMATCHLINE STA A9+60SEE SHEET R-3PLAN SCALE: 1"=20' PLAN SCALE: 1"=20' SHEET NOTES: 1.SURVEY CONTROL NUMBER (#) SEE SHEET G-5 FOR SURVEY CONTROL POINT INFORMATION. 2.LOCATIONS OF SIDE SEWERS SHOWN ARE APPROXIMATE AND MAY NOT REFLECT ACTUAL LOCATIONS. CONSTRUCTION NOTES: 1.CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLANS, SHT G-5 2.CURB AND GUTTER REPLACEMENT PER CITY STD DETAIL 103, AT EXISTING AND PROPOSED CURB TIE-INS, MATCH THE CURB FACES AND EXISTING TOP OF CURB AND FLOWLINE ELEVATIONS 3.CEMENT CONCRETE SIDEWALK PER CITY STD DETAIL 102, ADJUST PANEL LENGTH TO MATCH NEAREST FULL DEPTH EXPANSION JOINT 4.CEMENT CONCRETE DRIVEWAY ENTRANCE TO MATCH EXISTING PER CITY STD DETAIL 104, 104.1, 104.2, 104.3, 104.5 AND/OR 105.5. ADJUST PANEL LENGTH TO MATCH NEAREST FULL DEPTH EXPANSION JOINT LEGEND PERMANENT HMA PATCH PER CITY STD DETAIL 110 CEMENT CONCRETE SIDEWALK PER CITY STD DETAIL 102 SAWCUT GRIND & OVERLAY OR PAVEMENT REPLACEMENT R-2 3 2 2 1 2 2 2 3 3 1 2 3 4 3433 2 2 2 2 1 2 3 1 S 2ND ST •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••32 33 33 33 34 33 34 34 33 34 34 33 3333 32 NO PARKING FIRE LANE34 12" C900 SD15" PP SD 12" C 9 0 0 S D 12" PP SD 12" C900 SD12" C900 SD8" D I S D 12"C900 SD12"DI W12"DI W 12"DI W12"DI WG0+00S0+00S1+00S1+0012"DI WF0+00F1+00G0+00A10+00 A11+00 A12+00 A13+00 A14+00 8" SDR 35 SS 8" C900 SS8" SDR 35 SS ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••33 3 4 34 34 3535 35 36 36 3635 3534 34 333333 •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••12"C900 SD12" PP SD 8"DI SD12"C900 SDH0+00H0+00A15+00 A16+00 A17+00 A18+00 A19+00 8" C9 0 0 S S 8" C900 SS 8" C900 SS 8" SDR 35 SSPLAN SCALE: 1"=20' NO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-REST.dwg R-3 3/6/2020 9:48 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 S 2ND ST MATCHLINE STA A9+60SEE SHEET R-2MATCHLINE STA A14+40SEE BELOWWHITWORTHAVE SSHATTUCKAVE SFOR CONTINUATION SEE SHEET R-19 FOR CONTINUATION SEE SHEET R-15 PLAN SCALE: 1"=20' S 2ND ST MATCHLINE STA A14+40SEE ABOVEMORRIS AVE SFOR CONTINUATON SEE SHEET R-21 R-4 LEGEND PERMANENT HMA PATCH PER CITY STD DETAIL 110 CEMENT CONCRETE SIDEWALK PER CITY STD DETAIL 102 SAWCUT GRIND & OVERLAY OR PAVEMENT REPLACEMENT 1 4 2 3 3 2 1 2 3 SHEET NOTES: 1.SURVEY CONTROL NUMBER (#) SEE SHEET G-5 FOR SURVEY CONTROL POINT INFORMATION. 2.LOCATIONS OF SIDE SEWERS SHOWN ARE APPROXIMATE AND MAY NOT REFLECT ACTUAL LOCATIONS. CONSTRUCTION NOTES: 1.CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLANS, SHT G-5 2.CURB AND GUTTER REPLACEMENT PER CITY STD DETAIL 103, AT EXISTING AND PROPOSED CURB TIE-INS, MATCH THE CURB FACES AND EXISTING TOP OF CURB AND FLOWLINE ELEVATIONS 3.CEMENT CONCRETE SIDEWALK PER CITY STD DETAIL 102, ADJUST PANEL LENGTH TO MATCH NEAREST FULL DEPTH EXPANSION JOINT 4.CEMENT CONCRETE DRIVEWAY ENTRANCE TO MATCH EXISTING PER CITY STD DETAIL 104, 104.1, 104.2, 104.3, 104.5 AND/OR 105.5. ADJUST PANEL LENGTH TO MATCH NEAREST FULL DEPTH EXPANSION JOINT 1 2 3 4 18-2251 R-3 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 S 2ND ST ROADWAY RESTORATION PLANS STA A9+60 TO STA A19+20 SEO BAW TTT X ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••37 37 37373737 37 38 3839 39 37 38 373937••••••••••••••••••••••J0+00J1+00A23+40 A20+00 A21+00 A22+00 A23+008" C900 SS 12" C900 SS••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• •••••••••••••••••••••••••••••••• 33 32 34 33 32 31 30 323131••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••B2+00B3+00B3+20C0+00 C1+00 C2+00 C3+00 C4+00 18" C900 SS 2 4 " C 9 0 0 S S 24" C900 SS PLAN SCALE: 1"=20' 18-2251 R-5 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 S 2ND ST AND S 3RD ST ROADWAY RESTORATION PLANS STA A19+20 TO STA A23+40 & STA C0+00 TO STA C4+80 SEO BAW TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-REST.dwg R-5 3/6/2020 9:48 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 S 2ND ST LOGAN AVE SBURNETTE AVE SPLAN SCALE: 1"=20' S 3RD ST MATCHLINE STA C4+80SEE SHEET R-7RAINIERAVE SSW SUNSET BLV D 165 LF 8" CIPP SSR-6 1 1 LEGEND PERMANENT HMA PATCH PER CITY STD DETAIL 110 CEMENT CONCRETE SIDEWALK PER CITY STD DETAIL 102 SAWCUT GRIND & OVERLAY OR PAVEMENT REPLACEMENT SHEET NOTES: 1.SURVEY CONTROL NUMBER (#) SEE SHEET G-5 FOR SURVEY CONTROL POINT INFORMATION. 2.LOCATIONS OF SIDE SEWERS SHOWN ARE APPROXIMATE AND MAY NOT REFLECT ACTUAL LOCATIONS. CONSTRUCTION NOTES: 1.CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLANS, SHT G-5 1 MATCHLINE STA A19+20SEE SHEET R-4 ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••32 32 3131 32 32 32 32 32STOP12" PP SD 12" PP SD12" PP SD 12" PP SD D3+00D3+05C5+00 C6+00 C7+00 C8+00 C9+00 24" C900 SS 21" SDR 35 SS 21" SDR 35 SS •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••32 31 31 313218" PP SD18" PP SD 18" PP SD 24" PP SD18" PP SD12"P P S DF6+00F7+0012"DI WF6+00F7+00C10+00 C11+00 C12+00 C13+00 C14+00 21" SDR 35 SS 21" SDR 35 SS 8" SDR 35 SS8" SDR 35 SS24" C900 SS PLAN SCALE: 1"=20' 18-2251 R-7 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 S 3RD ST ROADWAY RESTORATION PLANS STA C4+80 TO STA C14+40 SEO BAW TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-REST.dwg R-7 3/6/2020 9:48 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 S 3RD ST MATCHLINE STA C4+80SEE SHEET R-6MATCHLINE STA C9+60SEE BELOWFOR CONTINUATION SEE SHEET R-12 SHATTUCK AVE SPLAN SCALE: 1"=20' S 3RD ST MATCHLINE STA C9+60SEE ABOVEMATCHLINE STA C14+40SEE SHEET R-9FOR CONTINUATION SEE SHEET R-15 R-8 LEGEND PERMANENT HMA PATCH PER CITY STD DETAIL 110 CEMENT CONCRETE SIDEWALK PER CITY STD DETAIL 102 SAWCUT GRIND & OVERLAY OR PAVEMENT REPLACEMENT 1 4 2 3 2 1 SHEET NOTES: 1.SURVEY CONTROL NUMBER (#) SEE SHEET G-5 FOR SURVEY CONTROL POINT INFORMATION. 2.LOCATIONS OF SIDE SEWERS SHOWN ARE APPROXIMATE AND MAY NOT REFLECT ACTUAL LOCATIONS. CONSTRUCTION NOTES: 1.CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLANS, SHT G-5 2.CURB AND GUTTER REPLACEMENT PER CITY STD DETAIL 103, AT EXISTING AND PROPOSED CURB TIE-INS, MATCH THE CURB FACES AND EXISTING TOP OF CURB AND FLOWLINE ELEVATIONS 3.CEMENT CONCRETE SIDEWALK PER CITY STD DETAIL 102, ADJUST PANEL LENGTH TO MATCH NEAREST FULL DEPTH EXPANSION JOINT 4.CEMENT CONCRETE DRIVEWAY ENTRANCE TO MATCH EXISTING PER CITY STD DETAIL 104, 104.1, 104.2, 104.3, 104.5 AND/OR 105.5. ADJUST PANEL LENGTH TO MATCH NEAREST FULL DEPTH EXPANSION JOINT 1 2 3 4 REMOVE AND REPLACE CURB RAMP SEE SHT R-31 REMOVE AND REPLACE CURB RAMP SEE SHT R-32 REMOVE AND REPLACE CURB RAMP SEE SHT R-33 •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••33 33 33 33 34 343318" PP SD 18" PP SD18" PP SD 12" C900 SD18" PP SD12" PP SD12" PP SD12"DI SD12"DI SD12"DI SD12"DI SD12"DI SD 12"DI SD H5+00H6+00G5+00G6+0012"DI WG5+00G6+00G6+00H5+00H6+00C15+00 C16+00 C17+00 C18+00 C19+008" SDR 35 SS24" C900 SS 24" C900 SS8" C900 SS24" C900 SS ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••34 34 35 35 35 3636 3636 37 37 12" PP SD 12" C900 SD12"DI SD12" PP SD12" PP SD12"DI SD12"DI SD 8 "D I SDR0+80R1+0012"DI WC20+00 C21+00 C22+00 C23+00 C24+00 24" C900 SS 24" C900 SS24" C900 SS WHITWORTHAVE SPLAN SCALE: 1"=20' 18-2251 R-9 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 S 3RD ST ROADWAY RESTORATION PLANS STA C14+40 TO STA C24+00 SEO BAW TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-REST.dwg R-9 3/6/2020 9:48 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 S 3RD ST MATCHLINE STA C14+40SEE SHEET R-8MATCHLINE STA C19+20SEE BELOWMORRIS AVE SFOR CONTINUATION SEE SHEET SS-20 FOR CONTINUATION SEE SHEET SS-21 MORRIS AVE SPLAN SCALE: 1"=20' S 3RD ST MATCHLINE STA C19+20SEE ABOVEMATCHLINE STA C24+00SEE SHEET R-11LOGAN AVE SSMITHERSAVE SR-10 LEGEND PERMANENT HMA PATCH PER CITY STD DETAIL 110 CEMENT CONCRETE SIDEWALK PER CITY STD DETAIL 102 SAWCUT GRIND & OVERLAY OR PAVEMENT REPLACEMENT FOR CONTINUATION SEE SHEET R-30 1 2 1 SHEET NOTES: 1.SURVEY CONTROL NUMBER (#) SEE SHEET G-5 FOR SURVEY CONTROL POINT INFORMATION. 2.LOCATIONS OF SIDE SEWERS SHOWN ARE APPROXIMATE AND MAY NOT REFLECT ACTUAL LOCATIONS. CONSTRUCTION NOTES: 1.CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLANS, SHT G-5 2.CURB AND GUTTER REPLACEMENT PER CITY STD DETAIL 103, AT EXISTING AND PROPOSED CURB TIE-INS, MATCH THE CURB FACES AND EXISTING TOP OF CURB AND FLOWLINE ELEVATIONS 1 2 REMOVE AND REPLACE CURB RAMP SEE SHT R-35 REMOVE AND REPLACE CURB RAMP SEE SHT R-34 12" CIPP SS SEE 4.CEMENT CONCRETE DRIVEWAY ENTRANCE TO MATCH EXISTING PER CITY STD DETAIL 104, 104.1, 104.2, 104.3, 104.5 AND/OR 105.5, ADJUST PANEL LENGTH TO MATCH NEAREST FULL DEPTH EXPANSION JOINT 4 12" SEE 4.4 ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••38 3839J6+00J6+80C24+00 C25+00 C26+00C26+15 24" C900 SS 2 4 " C 9 0 0 S S •••••••••••••••••••••••••••••••••••••••••••••••••••32STOP12" PP SDD0+00 D1+00 D2+00 D3+00D3+05C6+0024" C900 SS8" SDR 35 SS BURNETT AVE SPLAN SCALE: 1"=20' 18-2251 R-11 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 S 3RD ST & SIDE SEWER ROADWAY RESTORATION PLANS STA C24+00 TO STA C26+40 & STA D0+00 TO STA D2+80 SEO BAW TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-REST.dwg R-11 3/6/2020 9:48 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 S 3RD ST MATCHLINE STA C24+00SEE SHEET R-10S 3RD STFOR CONTINUATOIN SEE SHEET SS-7 FOR CONTINUATION SEE SHEET SS-7 R-12 LEGEND PERMANENT HMA PATCH PER CITY STD DETAIL 110 CEMENT CONCRETE SIDEWALK PER CITY STD DETAIL 102 SAWCUT GRIND & OVERLAY OR PAVEMENT REPLACEMENT 1 3 2 2 4 SHEET NOTES: 1.SURVEY CONTROL NUMBER (#) SEE SHEET G-5 FOR SURVEY CONTROL POINT INFORMATION. 2.LOCATIONS OF SIDE SEWERS SHOWN ARE APPROXIMATE AND MAY NOT REFLECT ACTUAL LOCATIONS. CONSTRUCTION NOTES: 1.CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLANS, SHT G-5 2.CURB AND GUTTER REPLACEMENT PER CITY STD DETAIL 103, AT EXISTING AND PROPOSED CURB TIE-INS, MATCH THE CURB FACES AND EXISTING TOP OF CURB AND FLOWLINE ELEVATIONS 3.CEMENT CONCRETE SIDEWALK PER CITY STD DETAIL 102, ADJUST PANEL LENGTH TO MATCH NEAREST FULL DEPTH EXPANSION JOINT 4.CEMENT CONCRETE DRIVEWAY ENTRANCE TO MATCH EXISTING PER CITY STD DETAIL 104, 104.1, 104.2, 104.3, 104.5 AND/OR 105.5. ADJUST PANEL LENGTH TO MATCH NEAREST FULL DEPTH EXPANSION JOINT 1 2 3 4 •••••••••••••••••••••••••••••32 32 31 32 NO PARKINGPARKING FIRE LANEFIRE LANE NO PARKING FIRE LAN E NO PARKINGNO PARKING FIRE LANENO PARKING FIRE LANESTOP 3 2 32 CRPL#1 66" STLCRPL#1 66" STL CRPL#2 51.5" STL CRPL#3 66" STL ••••••••••••••••••••••••••••••••••••••••••••••••••••••Q2+00E0+00E1+00 E2+00 ••••••••••••••••••••••••••••••••••••••••••••••••3 3 32 3232 3 2 31 32 31NO PARKING FIRE LANENO PARKINGNO PARKINGNO PARKING FIRE LANE32 3231 32 32••••••••••••••••••••••••••••••••••••••12" C 9 0 0 S D 12"PP SDF1+00F2+00F1+00F2+00E6+ 3 8 E3+00 E4+00 E5+ 0 0 E6+ 0 0 PLAN SCALE: 1"=20' 18-2251 R-13 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 S 2ND ST ROADWAY RESTORATION PLANS STA E0+00 TO STA E6+40 SEO BAW TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-REST.dwg R-13 3/6/2020 9:48 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 S 2ND ST 234 LF 12" CIPP SS 78 LF 12" CIPP SSMATCHLINE STA E2+80SEE BELOWPLAN SCALE: 1"=20' S 2ND S T MATCHLINE STA E2+80SEE ABOVESHATTUCK AVE SFOR CONTINUATIONSEE SHEET D-2FOR CONTINUATION SEE SHEET SS-15 R-14 LEGEND PERMANENT HMA PATCH PER CITY STD DETAIL 110 CEMENT CONCRETE SIDEWALK PER CITY STD DETAIL 102 SAWCUT GRIND & OVERLAY OR PAVEMENT REPLACEMENT SHEET NOTES: 1.SURVEY CONTROL NUMBER (#) SEE SHEET G-5 FOR SURVEY CONTROL POINT INFORMATION. 2.LOCATIONS OF SIDE SEWERS SHOWN ARE APPROXIMATE AND MAY NOT REFLECT ACTUAL LOCATIONS. CONSTRUCTION NOTES: 1.CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLANS, SHT G-5 2.CURB AND GUTTER REPLACEMENT PER CITY STD DETAIL 103, AT EXISTING AND PROPOSED CURB TIE-INS, MATCH THE CURB FACES AND EXISTING TOP OF CURB AND FLOWLINE ELEVATIONS 3.CEMENT CONCRETE SIDEWALK PER CITY STD DETAIL 102, ADJUST PANEL LENGTH TO MATCH NEAREST FULL DEPTH EXPANSION JOINT 4.CEMENT CONCRETE DRIVEWAY ENTRANCE TO MATCH EXISTING PER CITY STD DETAIL 104, 104.1, 104.2, 104.3, 104.5 AND/OR 105.5. ADJUST PANEL LENGTH TO MATCH NEAREST FULL DEPTH EXPANSION JOINT 1 2 3 4 •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••323333323232 32 32 32 31 3 2 •••••••••••••••••••••••18" PP SD15" PP SD18" PP SD 18" PP SD12" C900 SD12"PP SD12"PP SD12"PP SDF1+00 F2+00 F3+00 F4+00 F5+00 12"DI W12"DI W12"DI WF1+00 F2+00 F3+00 F4+00 F5+00 E6+38E6+00A9+00A10+008" SDR 35 SS8" SDR 35 SS ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••313131 31 18" PP SD 24" PP SD18" PP SD24" PP SD12"PP SD12" D I S D 12"DI S D 12 " P P SD F6+00 F7+00 F8+00 F9+00 12"DI W F6+00 F7+00 F8+00 F9+00 C12+00C13+0021" SDR 35 SS8" SDR 35 SSPLAN SCALE: 1"=20' 18-2251 R-15 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 SHATTUCK AVE S ROADWAY RESTORATION PLANS STA F0+80 TO STA F9+60 SEO BAW TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-REST.dwg R-15 3/6/2020 9:48 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1S 2ND STMATCHLINE STA F5+60SEE BELOWSHATTUCK AVE S FOR CONTINUATION SEE SHEET R-2 FOR CONTINUATION SEE SHEET R-2 FOR CONTINUATION SEE SHEET R-14 PLAN SCALE: 1"=20'S 3RD STSHATTUCK AVE S MATCHLINE STA F5+60SEE ABOVEFOR CONTINUATION SEE SHEET R-8 FOR CONTINUATION SEE SHEET R-10 R-16 LEGEND PERMANENT HMA PATCH PER CITY STD DETAIL 110 CEMENT CONCRETE SIDEWALK PER CITY STD DETAIL 102 SAWCUT GRIND & OVERLAY OR PAVEMENT REPLACEMENT 3 2 1 3 2 2 3 2 3 2 3 1 MATCHLINE STA F9+60SEE SHEET R-17SHEET NOTES: 1.SURVEY CONTROL NUMBER (#) SEE SHEET G-5 FOR SURVEY CONTROL POINT INFORMATION. 2.LOCATIONS OF SIDE SEWERS SHOWN ARE APPROXIMATE AND MAY NOT REFLECT ACTUAL LOCATIONS. CONSTRUCTION NOTES: 1.CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLANS, SHT G-5 2.CURB AND GUTTER REPLACEMENT PER CITY STD DETAIL 103, AT EXISTING AND PROPOSED CURB TIE-INS, MATCH THE CURB FACES AND EXISTING TOP OF CURB AND FLOWLINE ELEVATIONS 3.CEMENT CONCRETE SIDEWALK PER CITY STD DETAIL 102, ADJUST PANEL LENGTH TO MATCH NEAREST FULL DEPTH EXPANSION JOINT 4.CEMENT CONCRETE DRIVEWAY ENTRANCE TO MATCH EXISTING PER CITY STD DETAIL 104, 104.1, 104.2, 104.3, 104.5 AND/OR 105.5. ADJUST PANEL LENGTH TO MATCH NEAREST FULL DEPTH EXPANSION JOINT 1 2 3 4 REMOVE AND REPLACE CURB RAMP SEE SHT R-32 REMOVE AND REPLACE CURB RAMP SEE SHT R-31 REMOVE AND REPLACE CURB RAMP SEE SHT R-33 REMOVE AND REPLACE CURB RAMP SEE SHT R-36 •••••••••••••••••••••••••••••••••••••••••••••••••••• 29 28 28 2 8 ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• • • •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• 36" PP SD36" PP SD 36" PP SD8"PP SDF15+00 F16+00 F16+80F15+00 F16+00 F16+58 ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• 30 30 3030 29 29 29 ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• 36" PP SD24" PP SD24" PP SD 24" PP SD 12"PP SD12"PP SD24"PP SD12"PP SD12"DI SD 36"PP SD 12"PP SDF10+00 F11+00 F12+00 F13+00 F14+00F10+00 F11+00 F12+00 F13+00 F14+00 18-2251 R-17 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 SHATTUCK AVE S ROADWAY RESTORATION PLANS STA F0+80 TO STA F9+60 SEO BAW TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-REST.dwg R-17 3/6/2020 9:48 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 R-18 LEGEND PERMANENT HMA PATCH PER CITY STD DETAIL 110 CEMENT CONCRETE SIDEWALK PER CITY STD DETAIL 102 SAWCUT GRIND & OVERLAY OR PAVEMENT REPLACEMENT 1 SHEET NOTES: 1.SURVEY CONTROL NUMBER (#) SEE SHEET G-5 FOR SURVEY CONTROL POINT INFORMATION. 2.LOCATIONS OF SIDE SEWERS SHOWN ARE APPROXIMATE AND MAY NOT REFLECT ACTUAL LOCATIONS. CONSTRUCTION NOTES: 1.CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLANS, SHT G-5 2.CURB AND GUTTER REPLACEMENT PER CITY STD DETAIL 103, AT EXISTING AND PROPOSED CURB TIE-INS, MATCH THE CURB FACES AND EXISTING TOP OF CURB AND FLOWLINE ELEVATIONS 3.CEMENT CONCRETE SIDEWALK PER CITY STD DETAIL 102, ADJUST PANEL LENGTH TO MATCH NEAREST FULL DEPTH EXPANSION JOINT 4.CEMENT CONCRETE DRIVEWAY ENTRANCE TO MATCH EXISTING PER CITY STD DETAIL 104, 104.1, 104.2, 104.3, 104.5 AND/OR 105.5. ADJUST PANEL LENGTH TO MATCH NEAREST FULL DEPTH EXPANSION JOINT 1 2 3 4 PLAN SCALE: 1"=20' SHATTUCK AVE S MATCHLINE STA F14+60SEE ABOVES 4TH PLPLAN SCALE: 1"=20'S 4TH STMATCHLINE STA F14+60SEE BELOWMATCHLINE STA F10+40SEE SHEET SD-16SHATTUCK AVE S 1 REMOVE AND REPLACE CURB RAMP SEE SHT R-37 REMOVE AND REPLACE CURB RAMP SEE SHT R-38 REMOVE AND REPLACE CURB RAMP SEE SHT R-39 4.4 ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••333433 3333 33 33 12" C900 SD12" PP SD12" PP SD12" C900 SD8"DI SD1 2 " D I S D 12"DI W 12"DI WG0+00 G1+00 G2+00 G3+0012"DIWG0+00 G1+00 G2+00 G3+00 A12+00A13+008" C900 SS8" C900 SS8" SDR 35 SS••••••••••••••••••••••••••33333333 33 18" PP SD18" PP SD12" PP SD 12" PP SD 12"D I S D 12"DI SD12"DI SD12"DI W G4+00 G5+00 G6+00G6+00C16+0024" C900 SS24" C900 SS8" C900 SS PLAN SCALE: 1"=20' 18-2251 R-19 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 WHITWORTH AVE S ROADWAY RESTORATION PLANS STA G0+00 TO STA G6+00 SEO BAW TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-REST.dwg R-19 3/6/2020 9:48 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 WHITWORTH AVE S MATCHLINE STA G3+20SEE BELOW2ND STFOR CONTINUATION SEE SHEET R-3 FOR CONTINUATION SEE SHEET R-3 PLAN SCALE: 1"=20' WHITWORTH AVE S MATCHLINE STA G3+20SEE ABOVES 3RD STFOR CONTINUATION SEE SHEET R-9 FOR CONTINUATION SEE SHEET R-9 R-20 LEGEND PERMANENT HMA PATCH PER CITY STD DETAIL 110 CEMENT CONCRETE SIDEWALK PER CITY STD DETAIL 102 SAWCUT GRIND & OVERLAY OR PAVEMENT REPLACEMENT SHEET NOTES: 1.SURVEY CONTROL NUMBER (#) SEE SHEET G-5 FOR SURVEY CONTROL POINT INFORMATION. 2.LOCATIONS OF SIDE SEWERS SHOWN ARE APPROXIMATE AND MAY NOT REFLECT ACTUAL LOCATIONS. CONSTRUCTION NOTES: 1.CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLANS, SHT G-5 2.CURB AND GUTTER REPLACEMENT PER CITY STD DETAIL 103, AT EXISTING AND PROPOSED CURB TIE-INS, MATCH THE CURB FACES AND EXISTING TOP OF CURB AND FLOWLINE ELEVATIONS 3.CEMENT CONCRETE SIDEWALK PER CITY STD DETAIL 102, ADJUST PANEL LENGTH TO MATCH NEAREST FULL DEPTH EXPANSION JOINT 4.CEMENT CONCRETE DRIVEWAY ENTRANCE TO MATCH EXSITING PER CITY STD DETAIL 104, 104.1, 104.2, 104.3, 104.5 AND/OR 105.5, ADJUST PANEL LENGTH TO MATCH NEAREST FULL DEPTH EXPANSION JOINT 1 2 3 1 3 22 3 2 1 2 3 2 4 4 ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••343 5 35343433 33 3333••••••••••••••••••••••••••••12"C900 SD12" PP SD8"DI SDH0+00 H1+00 H2+00 H3+00H0+00 H1+00 H2+00 H3+00 A16+008" C900 SS8" SDR 35 SS 8" C900 SS8" SDR 35 SS •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••3434 33 343412" C900 SD 18" PP SD12" PP SD12" PP SD12" PP SD 12"DI SD12"DI SD12"DI SD12"DI SDH4+00 H5+00 H6+00 H6+60H4+00 H5+00 H6+00 H6+60 C19+008" SDR 35 SS 24" C900 SS24" C900 SSPLAN SCALE: 1"=20' 18-2251 R-21 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 MORRIS AVE S ROADWAY RESTORATION PLANS STA H0+00 TO STA H6+00 SEO BAW TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-REST.dwg R-21 3/6/2020 2:08 PM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 MORRIS AVE S S 2ND STPLAN SCALE: 1"=20' MORRIS AVE S S 3RD STFOR CONTINUATION SEE SHEET R-9 FOR CONTINUATION SEE SHEET R-10 FOR CONTINUATION SEE SHEET R-4 FOR CONTINUATION SEE SHEET R-4 LEGEND PERMANENT HMA PATCH PER CITY STD DETAIL 110 CEMENT CONCRETE SIDEWALK PER CITY STD DETAIL 102 SAWCUT GRIND & OVERLAY OR PAVEMENT REPLACEMENT SHEET NOTES: 1.SURVEY CONTROL NUMBER (#) SEE SHEET G-5 FOR SURVEY CONTROL POINT INFORMATION. 2.LOCATIONS OF SIDE SEWERS SHOWN ARE APPROXIMATE AND MAY NOT REFLECT ACTUAL LOCATIONS. CONSTRUCTION NOTES: 1.CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLANS, SHT G-5 2.CURB AND GUTTER REPLACEMENT PER CITY STD DETAIL 103, AT EXISTING AND PROPOSED CURB TIE-INS, MATCH THE CURB FACES AND EXISTING TOP OF CURB AND FLOWLINE ELEVATIONS 3.CEMENT CONCRETE SIDEWALK PER CITY STD DETAIL 102, ADJUST PANEL LENGTH TO MATCH NEAREST FULL DEPTH EXPANSION JOINT 1 2 3 MATCHLINE STA H3+40SEE BELOWMATCHLINE STA H3+40SEE ABOVE3 2 1 1 3 2 ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••444444 45 4545 464544 44444 646 CRPL#3 66" STLCPPL#3 66" STLCPPL#3 66" STLCPPL#3 66" STL ••••••••••••••••••••••••••••••••12"C900 SD 30"C900 S D K0+00 K1+00 K2+00 K3+00 K4+00 L4+00L4+00297 LF 12" CIPP SS 12" C900 SS K4+20 K0+00 K1+00 K2+00 K3+00 K4+008" SDR 35 SS12" CIPP SSC900 PLAN SCALE: 1"=20' 18-2251 R-24 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 S 2ND ST ROADWAY RESTORATION PLANS STA K0+00 TO STA K5+60 SEO BAW TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-REST.dwg R-24 3/6/2020 9:48 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 S 2ND ST MILL AVE S14 4 1 3 2 TYP FOR CONTINUATION SEE SHEET R-25 10 MAIN AVE SLEGEND PERMANENT HMA PATCH PER CITY STD DETAIL 110 CEMENT CONCRETE SIDEWALK PER CITY STD DETAIL 102 SAWCUT GRIND & OVERLAY OR PAVEMENT REPLACEMENT SHEET NOTES: 1.SURVEY CONTROL NUMBER (#) SEE SHEET G-5 FOR SURVEY CONTROL POINT INFORMATION. 2.LOCATIONS OF SIDE SEWERS SHOWN ARE APPROXIMATE AND MAY NOT REFLECT ACTUAL LOCATIONS. CONSTRUCTION NOTES: 1.CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLANS, SHT G-5 2.CURB AND GUTTER REPLACEMENT PER CITY STD DETAIL 103, AT EXISTING AND PROPOSED CURB TIE-INS, MATCH THE CURB FACES AND EXISTING TOP OF CURB AND FLOWLINE ELEVATIONS 3.CEMENT CONCRETE SIDEWALK PER CITY STD DETAIL 102, ADJUST PANEL LENGTH TO MATCH NEAREST FULL DEPTH EXPANSION JOINT 1 2 3 ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••46 454644 45 454 4 4 4 45 46 4 343 CRPL#3 66" STL CPPL#3 66" STL12" PP SD 12"C900 SD30"C900 SDK3+00K4+00L0+00 L1+00 L2+00 L3+00 L4+00 L5+00 12"DI W 12"DI W L0+00 L1+00 L2+00 L3+00 L4+00 L5+00 284 LF 12" CIPP SS12" C900 SSK3+00K4+008" SDR 35 SS12" CIPP SSC900••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••4 7 47 4 7 48 4 9 5 3 5 2 5 1 5 0 4 9 48 474747 46 46 46 46 46 45 CRPL#3 66" STLCRPL#3 66" STL CRPL#3 66" STL 12" PP SD 12"PP SD 8"C900 SD8"C900 SD8"C900 SD L5+00 L6+00 L7+00 L8+00 L9+00L9+00 12"DI W 12"DI W 12"DI W L5+00 L6+00 L7+00 L8+00 L9+00L9+00 134 LF 12" CIPP SS284 LF 12" CIPP SS PLAN SCALE: 1"=20' 18-2251 R-25 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 MILL AVE S ROADWAY RESTORATION PLANS STA L0+00 TO STA L9+00 SEO BAW TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-REST.dwg R-25 3/6/2020 9:48 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 MILL AVE S S 2ND STFOR CONTINUATION SEE SHEET R-24 MATCHLINE STA L5+80SEE BELOWCONTRACTOR TO DETERMINE WHICH SS IS ACTIVE, AND RECONNECT WITH CO, ABANDON OLD SS PLAN SCALE: 1"=20' MILL AVE S HOUSER WAY SMATCHLINE STA L5+00SEE ABOVER-26 LEGEND BRICK SIDEWALK REPLACEMENT PERMANENT HMA PATCH PER CITY STD DETAIL 110 CEMENT CONCRETE SIDEWALK PER CITY STD DETAIL 102 SAWCUT GRIND & OVERLAY OR PAVEMENT REPLACEMENT 1 2 3 2 3 2 3 2 3 1 2 3 2 3 2 3 SHEET NOTES: 1.SURVEY CONTROL NUMBER (#) SEE SHEET G-5 FOR SURVEY CONTROL POINT INFORMATION. 2.LOCATIONS OF SIDE SEWERS SHOWN ARE APPROXIMATE AND MAY NOT REFLECT ACTUAL LOCATIONS. CONSTRUCTION NOTES: 1.CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLANS, SHT G-5 2.CURB AND GUTTER REPLACEMENT PER CITY STD DETAIL 103, AT EXISTING AND PROPOSED CURB TIE-INS, MATCH THE CURB FACES AND EXISTING TOP OF CURB AND FLOWLINE ELEVATIONS 3.CEMENT CONCRETE SIDEWALK PER CITY STD DETAIL 102, ADJUST PANEL LENGTH TO MATCH NEAREST FULL DEPTH EXPANSION JOINT 4.CEMENT CONCRETE DRIVEWAY ENTRANCE TO MATCH EXISTING PER CITY STD DETAIL 104, 104.1, 104.2, 104.3, 104.5 AND/OR 105.5, ADJUST PANEL LENGTH TO MATCH NEAREST FULL DEPTH EXPANSION JOINT BRICK SIDEWALK TO BE REPLACED IN KIND. CONTRACTOR TO REUSE BRICK TO THE EXTENT POSSIBLE. IF NEW BRICK IS NEEDED, IT SHALL BE OF THE SAME SIZE AND COLOR PATTERN. SUBSURFACE LAYERS TO MATCH EXISTING AND BE SUFFICIENTLY HAND COMPACTED SUCH THAT NOT SETTLING OCCURS. 1 2 3 2 3 2 3 2 3 2 3 2 3 4 2 4 CONTRACTOR SHALL NOT DISTURB ANY PART OF THE BRIDGE ABUTMENT. 3 5 2 5 2 •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••363 6 3 5 3534 3534333233 32 33343536 37 3 8 39 35 36 37 38 39 40 41 40 39 38 37 36 35 CRPL#3 66" STLCRPL#1 66" STLCRPL#2 51.5" STLCRPL#3 66" STLCRPL#1 66" STLCRPL#2 51.5" STL•••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••12"DI WA2+00A3+008" SDR 35 SSN0+00 N1+00 N2+00 N3+00 N4+00N4+008" C900 SS8" SDR 35 SS•••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••34 33 32 32 31 32 35 32 31 33 33 333232•••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• ••• • • • • • • • •••••••••••••••••••••••••••••••B0+00 B1+00 B2+00 B3+0 0 B3+2 0 C2+00C3+0024" C900 SS18-2251 R-27 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 SIDE SEWER & RAINIER AVE S ROADWAY RESTORATION PLANS STA N0+00 TO STA N4+00 & STA B0+00 TO STA B3+20 SEO BAW TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-REST.dwg R-27 3/6/2020 9:48 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 R-28 LEGEND PERMANENT HMA PATCH PER CITY STD DETAIL 110 CEMENT CONCRETE SIDEWALK PER CITY STD DETAIL 102 SAWCUT GRIND & OVERLAY OR PAVEMENT REPLACEMENT SHEET NOTES: 1.SURVEY CONTROL NUMBER (#) SEE SHEET G-5 FOR SURVEY CONTROL POINT INFORMATION. 2.LOCATIONS OF SIDE SEWERS SHOWN ARE APPROXIMATE AND MAY NOT REFLECT ACTUAL LOCATIONS. CONSTRUCTION NOTES: 1.CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLANS, SHT G-5 2.CURB AND GUTTER REPLACEMENT PER CITY STD DETAIL 103, AT EXISTING AND PROPOSED CURB TIE-INS, MATCH THE CURB FACES AND EXISTING TOP OF CURB AND FLOWLINE ELEVATIONS 3.CEMENT CONCRETE SIDEWALK PER CITY STD DETAIL 102, ADJUST PANEL LENGTH TO MATCH NEAREST FULL DEPTH EXPANSION JOINT 1 2 3 PLAN SCALE: 1"=20'S 2ND STFOR CONTINUATION SEE SHEET R-1 FOR CONTINUATION SEE SHEET R-1 1 PLAN SCALE: 1"=20' RANIER AVE S SW SUNSET BLVD1 FOR CONTINUATION SEE SHEET R-6 FOR CONTINUATION SEE SHEET R-6 167 LF 8" CIPP SS •••••••••••••••••••••••••••••••••••••••••••••••••••363636363612"DI SD12"DI SD8"DI S D R0+80 R1+00 R2+00 R2+18 12"DI W C22+00C23+00•••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••3 1 31 29 30 303132NO PARK ING PARKIN G F I R E L A N EFIRE LANECRPL#1 66" STLCRPL#2 51.5" STLCRPL#3 66" STL••••••••••••••••••••••Q0+00 Q1+00 Q2+0012"DI W E1+00A4+008" C900 SS18-2251 R-29 of X RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT MARCH 2020 90% SUBMITTAL TTT AS SHOWN Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 LAKE AVE S & SMITHERS AVE S RESTORATION PLANS STA Q0+00 TO STA Q2+00 & STA R0+00 TO STA R2+00 SEO BAW TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-REST.dwg R-29 3/6/2020 9:48 AM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 PLAN SCALE: 1"=20' SMITHERS AVE SS 3RD STFOR CONTINUATION SEE SHEET R-10 R-30 LEGEND PERMANENT HMA PATCH PER CITY STD DETAIL 110 CEMENT CONCRETE SIDEWALK PER CITY STD DETAIL 102 SAWCUT GRIND & OVERLAY OR PAVEMENT REPLACEMENT SHEET NOTES: 1.SURVEY CONTROL NUMBER (#) SEE SHEET G-5 FOR SURVEY CONTROL POINT INFORMATION. 2.LOCATIONS OF SIDE SEWERS SHOWN ARE APPROXIMATE AND MAY NOT REFLECT ACTUAL LOCATIONS. CONSTRUCTION NOTES: 1.CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLANS, SHT G-5 2.CURB AND GUTTER REPLACEMENT PER CITY STD DETAIL 103, AT EXISTING AND PROPOSED CURB TIE-INS, MATCH THE CURB FACES AND EXISTING TOP OF CURB AND FLOWLINE ELEVATIONS 3.CEMENT CONCRETE SIDEWALK PER CITY STD DETAIL 102, ADJUST PANEL LENGTH TO MATCH NEAREST FULL DEPTH EXPANSION JOINT 4.CEMENT CONCRETE DRIVEWAY ENTRANCE TO MATCH EXISTING PER CITY STD DETAIL 104, 104.1, 104.2, 104.3, 104.5 AND/OR 105.5. ADJUST PANEL LENGTH TO MATCH NEAREST FULL DEPTH EXPANSION JOINT 1 2 3 4 FOR CONTINUATION SEE SHEET R-10 24 PLAN SCALE: 1"=20'S 2ND STLAKE AVE S FOR CONTINUATION SEE SHEET R-1 FOR CONTINUATION SEE SHEET R-1 1 1 2 3 ••RAD=29.74' Δ=13°41'12" L=7.1 RAD=19.62' Δ=16°11'53" L=5.5 RAD=16.83' Δ=17°21'43" L=5.1 RAD=24.88' Δ=13°24'11" L=5.8 RAD=32.82' Δ=5°01'41" L=2.9 RAD=53.63' Δ=9°25'03" L=8.8 ••EL=31.69± MATCH EXIST EL=31.36± MATCH EXIST EL=30.92± MATCH EXIST EL=31.74 EL=31.11± MATCH EXIST EL=30.95± MATCH EXIST EL=31.09± MATCH EXIST EL=31.16± MATCH EXIST TC=31.42 TC=31.36 EXIST TC=31.01 TC=31.05 TC=31.55 TC=31.52 FL=30.91 EXIST FL=30.97 FL=31.01 FL=31.05 FL=31.10 FL=31.12 EL=31.61 EL=31.56 1.2%0.5%1.0%1.5% 7.5%0.5%1.5% 2 . 8% 2 . 8%7.9%8.7% EL=31.04 EL=31.09 EL=31.68 EL=31.70 EL=31.68± MATCH EXIST EL=31.06 EL=31.02 EL=31.45± MATCH EXIST 1.9% TC=31.44 EXIST FL=31.01 EXIST EL=31.07 R-31 RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT 90% SUBMITTAL Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 CURB RAMP DETAILS - 1 ARC ARC JLTA XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-CURB_RAMPS.dwg R-31 3/6/2020 12:05 PM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 SCALE: 1"=5' NW SHATTUCK ST AND 3RD ST - NW CORNER PLAN SCALE: 1"=5' NW SHATTUCK ST AND 3RD ST - NW CORNER GRADING 7.8'5.0'1.8'8.4'1 1 . 6 ' 7.2' 14.4'7.1'5.5'5.1'5.8'2.9'1 3 4 4 7 9 2 8 10 11 5 5 KEY NOTES SAWCUT & REMOVE EXIST SIDEWALK AND/OR CURB TO NEAREST JOINT PAST MATCH LINE. CONSTRUCT PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12-03, COMBINATION CURB RAMPS PER WSDOT STD PLAN F-40.14-03 AND PERPENDICULAR CURB RAMPS PER WSDOT STD PLAN F-40.15-03 FURNISH AND INSTALL DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02 CONSTRUCT CURB AND GUTTER/DEPRESSED/PEDESTRIAN CURB COR STD PLANS 101 AND 103. CONSTRUCT CONC SIDEWALK PER COR STD PLAN 102 INSTALL MINIMUM X" THICK HMAC. IF EXIST PAVEMENT SECTION IS THICKER THAN X", MATCH EXIST PAVEMENT THICKNESS. COMPACT IN MAXIMUM X" LIFTS. ADJUST EXIST UTILITY BOX/VAULT/MH TO FINISHED GRADE ADJUST EXIST UTILITY BOX/VAULT/MH TO FINISHED GRADE, BY OTHERS PROTECT EXIST STREET LIGHT TO REMAIN. PROTECT EXIST CABINET PROTECT EXIST FENCE PROTECT EXIST SIGNAL POLE PROTECT EXIST UTILITY VAULT/BOX PROTECT EXIST PED PUSH BUTTON PROTECT EXIST HYDRANT REMOVE AND REINSTALL EXIST SIGN REMOVE EXIST GRADE CURB RELOCATE EXIST TRASH OUT OF PROPOSED RAMP REFER TO SD SHTS FOR STORM IMPROVEMENTS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 SLOPE AS SHOWN (MAX 2.0% FINISHED SURFACE SLOPE) SLOPE AS SHOWN (MAX 8.3% FINISHED SURFACE SLOPE) TRUNCATED DOME DETECTABLE WARNING SURFACE 1.5% MAX. SLOPE LANDING IN ALL DIRECTIONS NEW S/W PANEL TO TRANSITION TO EXIST. S/W SLOPE AND WIDTH, MAX. 2% CROSS SLOPE AT TOP OF RAMP. TRANSITION CURB TO MATCH EXIST. ROTATE FINISHED GRADE ON RAMP ℄ TO PROVIDE 2% MAX SLOPE ACROSS BOTTOM OF RAMP CURB RAMP LEGEND SAWCUT AND PAVEMENT PATCH LIMITS 2' MIN. FROM FACE OF CURB OR GUTTER PAN TO MEET CROSS SLOPE REQUIREMENTS (SEE TYPICAL SIDEWALK RAMP REPLACEMENT SECTION DETAIL, SHT. R40) PAY LIMIT 14 1 8.1' 6 11.4'8.2'10 7 7 8.8' 19 5 19 Curb ramps included in this submittal do not include changes based on City comments provided to Murraysmith on March 3, 2020. City comments will be incorporated into the next design submittal. •••••••••••••••••RAD=27.11' Δ=21°25'42" L=10.1 RAD=16.60' Δ=21°16'44" L=6.2 RAD=43.66' Δ=6°36'24" L=5.0 RAD=45.04' Δ=6°39'50" L=5.2 RAD=14.15' Δ=20°09'14" L=5.0 RAD=20.76' Δ=13°50'08" L=5.0 •••••••••••••••••EL=31.47± MATCH EXIST EL=30.87± MATCH EXIST EL=30.74± MATCH EXIST EL=30.71± MATCH EXIST EL=30.69± MATCH EXIST EL=31.28± MATCH EXIST EL=30.60± MATCH EXIST TC=31.13 TC=31.18 TC=30.70 TC=30.67 TC=31.13 TC=31.12 EXIST FL=30.75 FL=30.73 FL=30.69 FL=30.66 FL=30.63 FL=30.60 EXIST EL=31.24 EL=31.22 EL=31.43± MATCH EXIST EL=31.46± MATCH EXIST 1.5% 1.5%0.5%7.5% 3.0% 1.3%0.1%7.8%8.4%0.4%TC=31.11 EXIST FL=30.78 EXIST EL=31.14± MATCH EXIST RIM EL=30.76 EL=31.13± MATCH EXIST TC=31.45 EXIST FL=31.45 EXIST TC=31.45 FL=31.31 TC=31.42 FL=31.29 TC=31.30 EXIST FL=31.28 EXIST R-32 RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT 90% SUBMITTAL Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 CURB RAMP DETAILS - 2 ARC ARC JLTA XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-CURB_RAMPS.dwg R-32 3/6/2020 12:05 PM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 SCALE: 1"=5' NW SHATTUCK ST AND 3RD ST - SW CORNER PLAN SCALE: 1"=5' NW SHATTUCK ST AND 3RD ST - SW CORNER GRADING10.1'5.0'2.4'5.0'7.3' 6.7' 11.6' 9.5'5.0'5.2'5.0'6.2' 8 1 13 1 2 12 3 5 19 KEY NOTES SAWCUT & REMOVE EXIST SIDEWALK AND/OR CURB TO NEAREST JOINT PAST MATCH LINE. CONSTRUCT PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12-03, COMBINATION CURB RAMPS PER WSDOT STD PLAN F-40.14-03 AND PERPENDICULAR CURB RAMPS PER WSDOT STD PLAN F-40.15-03 FURNISH AND INSTALL DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02 CONSTRUCT CURB AND GUTTER/DEPRESSED/PEDESTRIAN CURB COR STD PLANS 101 AND 103. CONSTRUCT CONC SIDEWALK PER COR STD PLAN 102 INSTALL MINIMUM X" THICK HMAC. IF EXIST PAVEMENT SECTION IS THICKER THAN X", MATCH EXIST PAVEMENT THICKNESS. COMPACT IN MAXIMUM X" LIFTS. ADJUST EXIST UTILITY BOX/VAULT/MH TO FINISHED GRADE ADJUST EXIST UTILITY BOX/VAULT/MH TO FINISHED GRADE, BY OTHERS PROTECT EXIST STREET LIGHT TO REMAIN. PROTECT EXIST CABINET PROTECT EXIST FENCE PROTECT EXIST SIGNAL POLE PROTECT EXIST UTILITY VAULT/BOX PROTECT EXIST PED PUSH BUTTON PROTECT EXIST HYDRANT REMOVE AND REINSTALL EXIST SIGN REMOVE EXIST GRADE CURB RELOCATE EXIST TRASH OUT OF PROPOSED RAMP REFER TO SD SHTS FOR STORM IMPROVEMENTS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 SLOPE AS SHOWN (MAX 2.0% FINISHED SURFACE SLOPE) SLOPE AS SHOWN (MAX 8.3% FINISHED SURFACE SLOPE) TRUNCATED DOME DETECTABLE WARNING SURFACE 1.5% MAX. SLOPE LANDING IN ALL DIRECTIONS NEW S/W PANEL TO TRANSITION TO EXIST. S/W SLOPE AND WIDTH, MAX. 2% CROSS SLOPE AT TOP OF RAMP. TRANSITION CURB TO MATCH EXIST. ROTATE FINISHED GRADE ON RAMP ℄ TO PROVIDE 2% MAX SLOPE ACROSS BOTTOM OF RAMP CURB RAMP LEGEND 13 14 5 4 6 5 . 8 ' 4 .4 ' SAWCUT AND PAVEMENT PATCH LIMITS 2' MIN. FROM FACE OF CURB OR GUTTER PAN TO MEET CROSS SLOPE REQUIREMENTS (SEE TYPICAL SIDEWALK RAMP REPLACEMENT SECTION DETAIL, SHT. R-40) PAY LIMIT Curb ramps included in this submittal do not include changes based on City comments provided to Murraysmith on March 3, 2020. City comments will be incorporated into the next design submittal. •••••••••••••31Δ=21°16'44" RAD=15.60' Δ=41°08'54" L=11.2 RAD=20.76' Δ=13°50'08" L=5.0 RAD=21.90' Δ=14°08'39" L=5.4 •••••••••••••311.6%1.3%1.5% 1.7%8.2%6.4%2.5% 7.2% EL=30.63± MATCH EXIST EL=30.76± MATCH EXIST EL=30.76± MATCH EXIST EL=30.81± MATCH EXIST EL=30.96± MATCH EXIST RIM EL=30.86 EL=31.54± MATCH EXIST EL=31.38± MATCH EXIST EL=31.46 EL=31.44 EL=31.37 TC=31.0 EXIST TC=30.70 TC=30.76 TC=31.3 EXIST FL=30.9 EXIST FL=30.76 FL=30.70 EL=30.77 EL=30.71 FL=30.6 EXIST TC=31.28 FL=30.83 EL=31.29± MATCH EXIST EL=31.03± MATCH EXIST R-33 RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT 90% SUBMITTAL Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 CURB RAMP DETAILS - 3 ARC ARC JLTA XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-CURB_RAMPS.dwg R-33 3/6/2020 12:05 PM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 SCALE: 1"=5' NW SHATTUCK ST AND 3RD ST - SE CORNER PLAN SCALE: 1"=5' NW SHATTUCK ST AND 3RD ST - SE CORNER GRADING5.0'5.0'6.0'9.2' 9.3' 13.9'5.4'5 13 8 13 23 1 1 19 KEY NOTES SAWCUT & REMOVE EXIST SIDEWALK AND/OR CURB TO NEAREST JOINT PAST MATCH LINE. CONSTRUCT PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12-03, COMBINATION CURB RAMPS PER WSDOT STD PLAN F-40.14-03 AND PERPENDICULAR CURB RAMPS PER WSDOT STD PLAN F-40.15-03 FURNISH AND INSTALL DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02 CONSTRUCT CURB AND GUTTER/DEPRESSED/PEDESTRIAN CURB COR STD PLANS 101 AND 103. CONSTRUCT CONC SIDEWALK PER COR STD PLAN 102 INSTALL MINIMUM X" THICK HMAC. IF EXIST PAVEMENT SECTION IS THICKER THAN X", MATCH EXIST PAVEMENT THICKNESS. COMPACT IN MAXIMUM X" LIFTS. ADJUST EXIST UTILITY BOX/VAULT/MH TO FINISHED GRADE ADJUST EXIST UTILITY BOX/VAULT/MH TO FINISHED GRADE, BY OTHERS PROTECT EXIST STREET LIGHT TO REMAIN. PROTECT EXIST CABINET PROTECT EXIST FENCE PROTECT EXIST SIGNAL POLE PROTECT EXIST UTILITY VAULT/BOX PROTECT EXIST PED PUSH BUTTON PROTECT EXIST HYDRANT REMOVE AND REINSTALL EXIST SIGN REMOVE EXIST GRADE CURB RELOCATE EXIST TRASH OUT OF PROPOSED RAMP REFER TO SD SHTS FOR STORM IMPROVEMENTS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 SLOPE AS SHOWN (MAX 2.0% FINISHED SURFACE SLOPE) SLOPE AS SHOWN (MAX 8.3% FINISHED SURFACE SLOPE) TRUNCATED DOME DETECTABLE WARNING SURFACE 1.5% MAX. SLOPE LANDING IN ALL DIRECTIONS NEW S/W PANEL TO TRANSITION TO EXIST. S/W SLOPE AND WIDTH, MAX. 2% CROSS SLOPE AT TOP OF RAMP. TRANSITION CURB TO MATCH EXIST. ROTATE FINISHED GRADE ON RAMP ℄ TO PROVIDE 2% MAX SLOPE ACROSS BOTTOM OF RAMP CURB RAMP LEGEND 146.3'4.9'5.0'6.0' 9. 5 ' 1 6 SAWCUT AND PAVEMENT PATCH LIMITS 2' MIN. FROM FACE OF CURB OR GUTTER PAN TO MEET CROSS SLOPE REQUIREMENTS (SEE TYPICAL SIDEWALK RAMP REPLACEMENT SECTION DETAIL, SHT. R-40) PAY LIMIT Curb ramps included in this submittal do not include changes based on City comments provided to Murraysmith on March 3, 2020. City comments will be incorporated into the next design submittal. 33 12"DI SD RAD=7.09' Δ=42°23'00" L=5.6 RAD=7.93' Δ=35°47'36" L=5.0RAD=53.99' Δ=2°45'40" L=2.6 33 12"DI SD EL=33.02± MATCH EXIST EL=32.78± MATCH EXIST EL=32.18± MATCH EXIST EL=32.30± MATCH EXIST EL=32.36± MATCH EXIST EL=32.25± MATCH EXIST EL=32.25± MATCH EXIST EL=32.23± MATCH EXIST EL=32.87± MATCH EXIST FL=33.0 EXIST EL=32.95 EL=32.85 EL=32.81 EL=32.74 EL=32.82 EL=32.21 EL=32.25 TC=32.6 EXIST TC=32.67 TC=32.21 TC=32.16 TC=32.63 TC=32.7 EXIST FL=32.2 EXIST FL=32.13 FL=32.16 FL=32.21 FL=32.17 FL=32.1 EXIST FL=33.02 FL=32.92 FL=32.91 TC=33.0 EXIST TC=33.09 TC=33.03 1 . 5%1.3% 1 . 5%1.3%7 . 5% 6.9%8.8%2.4%4.7%1.5%1.5%3.0% EL=32.23 FL=32.89 TC=33.10 FL=32.83 TC=33.12 RIM EL=32.1 TC=33.12 4.8%1.5 %6.2%R-34 RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT 90% SUBMITTAL Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 CURB RAMP DETAILS - 4 ARC ARC TTT XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-CURB_RAMPS.dwg R-34 3/6/2020 12:05 PM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 SCALE: 1"=5' NW WHITWORTH AVE AND 3RD ST - NW CORNER PLAN SCALE: 1"=5' NW WHITWORTH AVE AND 3RD ST - NW CORNER GRADING3.8'7.5'5.0'7.9'4.2' 5 . 4 ' 5.0' 7 . 7 ' 8 . 9 ' 3.1'4.2'5.1'5.7'7.1'7.6'5.2'4.0'5.0'1 1 2.5'3.0' 11 3 19 15 4 4 8 9 7 16 2 5 4 KEY NOTES SAWCUT & REMOVE EXIST SIDEWALK AND/OR CURB TO NEAREST JOINT PAST MATCH LINE. CONSTRUCT PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12-03, COMBINATION CURB RAMPS PER WSDOT STD PLAN F-40.14-03 AND PERPENDICULAR CURB RAMPS PER WSDOT STD PLAN F-40.15-03 FURNISH AND INSTALL DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02 CONSTRUCT CURB AND GUTTER/DEPRESSED/PEDESTRIAN CURB COR STD PLANS 101 AND 103. CONSTRUCT CONC SIDEWALK PER COR STD PLAN 102 INSTALL MINIMUM X" THICK HMAC. IF EXIST PAVEMENT SECTION IS THICKER THAN X", MATCH EXIST PAVEMENT THICKNESS. COMPACT IN MAXIMUM X" LIFTS. ADJUST EXIST UTILITY BOX/VAULT/MH TO FINISHED GRADE ADJUST EXIST UTILITY BOX/VAULT/MH TO FINISHED GRADE, BY OTHERS PROTECT EXIST STREET LIGHT TO REMAIN. PROTECT EXIST CABINET PROTECT EXIST FENCE PROTECT EXIST SIGNAL POLE PROTECT EXIST UTILITY VAULT/BOX PROTECT EXIST PED PUSH BUTTON PROTECT EXIST HYDRANT REMOVE AND REINSTALL EXIST SIGN REMOVE EXIST GRADE CURB RELOCATE EXIST TRASH OUT OF PROPOSED RAMP REFER TO SD SHTS FOR STORM IMPROVEMENTS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 SLOPE AS SHOWN (MAX 2.0% FINISHED SURFACE SLOPE) SLOPE AS SHOWN (MAX 8.3% FINISHED SURFACE SLOPE) TRUNCATED DOME DETECTABLE WARNING SURFACE 1.5% MAX. SLOPE LANDING IN ALL DIRECTIONS NEW S/W PANEL TO TRANSITION TO EXIST. S/W SLOPE AND WIDTH, MAX. 2% CROSS SLOPE AT TOP OF RAMP. TRANSITION CURB TO MATCH EXIST. ROTATE FINISHED GRADE ON RAMP ℄ TO PROVIDE 2% MAX SLOPE ACROSS BOTTOM OF RAMP CURB RAMP LEGEND 6 SAWCUT AND PAVEMENT PATCH LIMITS 2' MIN. FROM FACE OF CURB OR GUTTER PAN TO MEET CROSS SLOPE REQUIREMENTS (SEE TYPICAL SIDEWALK RAMP REPLACEMENT SECTION DETAIL, SHT. R-40) PAY LIMIT 5 Curb ramps included in this submittal do not include changes based on City comments provided to Murraysmith on March 3, 2020. City comments will be incorporated into the next design submittal. RAD=48.56' Δ=4°47'00" L=4.1 EL=35.79 EL=35.83 EL=36.11 EL=36.02± MATCH EXIST EL=35.55± MATCH EXIST EL=35.63± MATCH EXIST EL=35.63± MATCH EXIST EL=35.67± MATCH EXIST EL=35.69± MATCH EXIST EL=35.61± MATCH EXIST EL=36.22± MATCH EXIST EL=36.00± MATCH EXIST EL=36.14± MATCH EXIST TC=36.0 EXIST TC=35.53 TC=35.57 TC=36.07 TC=36.1 EXIST TC=36.17TC=36.12TC=36.06 TC=36.0 EXIST FL=36.0 EXIST FL=35.85 FL=35.89 FL=36.17 FL=35.6 EXIST FL=35.57 FL=35.56 FL=35.52 FL=35.5 EXIST TC=35.51 3.1%5.5%7.5%0.8%1.5%1.5%0.8%1.5%0.3%8.5%9.5% R-35 RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT 90% SUBMITTAL Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 CURB RAMP DETAILS - 5 ARC ARC JLTA XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-CURB_RAMPS.dwg R-35 3/6/2020 12:05 PM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 SCALE: 1"=5' SMITHERS AVE AND 3RD ST - SE CORNER PLAN SCALE: 1"=5' SMITHERS AVE AND 3RD ST - SE CORNER GRADING7.0'4.0'3.1'3.0'4.9'5.0'5.2'3.7'7.5'4.6'5.0'5.0'3.8'5.1' 1 4 4 1 5 2 3 12 13 4 KEY NOTES SAWCUT & REMOVE EXIST SIDEWALK AND/OR CURB TO NEAREST JOINT PAST MATCH LINE. CONSTRUCT PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12-03, COMBINATION CURB RAMPS PER WSDOT STD PLAN F-40.14-03 AND PERPENDICULAR CURB RAMPS PER WSDOT STD PLAN F-40.15-03 FURNISH AND INSTALL DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02 CONSTRUCT CURB AND GUTTER/DEPRESSED/PEDESTRIAN CURB COR STD PLANS 101 AND 103. CONSTRUCT CONC SIDEWALK PER COR STD PLAN 102 INSTALL MINIMUM X" THICK HMAC. IF EXIST PAVEMENT SECTION IS THICKER THAN X", MATCH EXIST PAVEMENT THICKNESS. COMPACT IN MAXIMUM X" LIFTS. ADJUST EXIST UTILITY BOX/VAULT/MH TO FINISHED GRADE ADJUST EXIST UTILITY BOX/VAULT/MH TO FINISHED GRADE, BY OTHERS PROTECT EXIST STREET LIGHT TO REMAIN. PROTECT EXIST CABINET PROTECT EXIST FENCE PROTECT EXIST SIGNAL POLE PROTECT EXIST UTILITY VAULT/BOX PROTECT EXIST PED PUSH BUTTON PROTECT EXIST HYDRANT REMOVE AND REINSTALL EXIST SIGN REMOVE EXIST GRADE CURB RELOCATE EXIST TRASH OUT OF PROPOSED RAMP REFER TO SD SHTS FOR STORM IMPROVEMENTS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 SLOPE AS SHOWN (MAX 2.0% FINISHED SURFACE SLOPE) SLOPE AS SHOWN (MAX 8.3% FINISHED SURFACE SLOPE) TRUNCATED DOME DETECTABLE WARNING SURFACE 1.5% MAX. SLOPE LANDING IN ALL DIRECTIONS NEW S/W PANEL TO TRANSITION TO EXIST. S/W SLOPE AND WIDTH, MAX. 2% CROSS SLOPE AT TOP OF RAMP. TRANSITION CURB TO MATCH EXIST. ROTATE FINISHED GRADE ON RAMP ℄ TO PROVIDE 2% MAX SLOPE ACROSS BOTTOM OF RAMP CURB RAMP LEGEND 19 6 SAWCUT AND PAVEMENT PATCH LIMITS 2' MIN. FROM FACE OF CURB OR GUTTER PAN TO MEET CROSS SLOPE REQUIREMENTS (SEE TYPICAL SIDEWALK RAMP REPLACEMENT SECTION DETAIL, SHT. R-40) PAY LIMIT 5 Curb ramps included in this submittal do not include changes based on City comments provided to Murraysmith on March 3, 2020. City comments will be incorporated into the next design submittal. 12"DI SDRAD=54.72' Δ=3°57'57" L=3.8 RAD=28.34' Δ=27°49'31" L=13.8 RAD=18.60' Δ=16°25'00" L=5.3RAD=18.60' Δ=15°44'59" L=5.1RAD=47.91' Δ=8°50'41" L=7.4RAD=35.48' Δ=7°38'59" L=4.7 12"DI SD5.9%6.5%1 . 5% 1 . 5%1.0%1.0%1.5%1.5% 4.7%4.9%TC=30.41 TC=30.43 TC=30.43 TC=30.45 TC=30.38 EXIST TC=30.35 TC=29.71 TC=29.77 TC=30.32 TC=30.23 EXIST FL=29.92 EXIST FL=29.87 FL=29.76 FL=29.71 RIM EL=29.69 FL=29.90 FL=30.02 EXIST EL=30.05± MATCH EXIST EL=30.18± MATCH EXISTEL=30.49± MATCH EXIST EL=30.51± MATCH EXIST EL=29.93± MATCH EXIST EL=30.03± MATCH EXIST EL=29.87± MATCH EXIST EL=29.88± MATCH EXIST EL=29.78 EL=29.73 FL=30.45 FL=30.41 FL=29.87 FL=29.81 R-36 RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT 90% SUBMITTAL Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 CURB RAMP DETAILS - 6 ARC ARC JLTA XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-CURB_RAMPS.dwg R-36 3/6/2020 12:05 PM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 SCALE: 1"=5' NW SHATTUCK ST AND 3RD PL - NW CORNER PLAN SCALE: 1"=5' NW SHATTUCK ST AND 3RD PL - NW CORNER GRADING6.1'4.0'4.0'6 . 2 ' 6.0'5.6'4.7'5.3'13.8'4.8'8.9'5.0'9.5'19 31 15 2 4 4 4 17 KEY NOTES SAWCUT & REMOVE EXIST SIDEWALK AND/OR CURB TO NEAREST JOINT PAST MATCH LINE. CONSTRUCT PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12-03, COMBINATION CURB RAMPS PER WSDOT STD PLAN F-40.14-03 AND PERPENDICULAR CURB RAMPS PER WSDOT STD PLAN F-40.15-03 FURNISH AND INSTALL DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02 CONSTRUCT CURB AND GUTTER/DEPRESSED/PEDESTRIAN CURB COR STD PLANS 101 AND 103. CONSTRUCT CONC SIDEWALK PER COR STD PLAN 102 INSTALL MINIMUM X" THICK HMAC. IF EXIST PAVEMENT SECTION IS THICKER THAN X", MATCH EXIST PAVEMENT THICKNESS. COMPACT IN MAXIMUM X" LIFTS. ADJUST EXIST UTILITY BOX/VAULT/MH TO FINISHED GRADE ADJUST EXIST UTILITY BOX/VAULT/MH TO FINISHED GRADE, BY OTHERS PROTECT EXIST STREET LIGHT TO REMAIN. PROTECT EXIST CABINET PROTECT EXIST FENCE PROTECT EXIST SIGNAL POLE PROTECT EXIST UTILITY VAULT/BOX PROTECT EXIST PED PUSH BUTTON PROTECT EXIST HYDRANT REMOVE AND REINSTALL EXIST SIGN REMOVE EXIST GRADE CURB RELOCATE EXIST TRASH OUT OF PROPOSED RAMP REFER TO SD SHTS FOR STORM IMPROVEMENTS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 SLOPE AS SHOWN (MAX 2.0% FINISHED SURFACE SLOPE) SLOPE AS SHOWN (MAX 8.3% FINISHED SURFACE SLOPE) TRUNCATED DOME DETECTABLE WARNING SURFACE 1.5% MAX. SLOPE LANDING IN ALL DIRECTIONS NEW S/W PANEL TO TRANSITION TO EXIST. S/W SLOPE AND WIDTH, MAX. 2% CROSS SLOPE AT TOP OF RAMP. TRANSITION CURB TO MATCH EXIST. ROTATE FINISHED GRADE ON RAMP ℄ TO PROVIDE 2% MAX SLOPE ACROSS BOTTOM OF RAMP CURB RAMP LEGEND 5 6 12.5' SAWCUT AND PAVEMENT PATCH LIMITS 2' MIN. FROM FACE OF CURB OR GUTTER PAN TO MEET CROSS SLOPE REQUIREMENTS (SEE TYPICAL SIDEWALK RAMP REPLACEMENT SECTION DETAIL, SHT. R-40) PAY LIMIT Curb ramps included in this submittal do not include changes based on City comments provided to Murraysmith on March 3, 2020. City comments will be incorporated into the next design submittal. ••••••••••••••••••••••••••••••••••12"DI SDRAD=111.42' Δ=1°24'31" L=2.7 RAD=20.25' Δ=39°23'07" L=13.9 RAD=20.25' Δ=14°11'18" L=5.0 RAD=18.03' Δ=26°22'53" L=8.3 ••••••••••••••••••••••••••••••••••12"DI SD EL=29.74 EL=29.79 EL=30.06± MATCH EXIST EL=30.42± MATCH EXIST EL=29.98± MATCH EXIST EL=29.87± MATCH EXIST TC=30.33 EXIST TC=29.77 TC=29.72 TC=30.47 EXIST TC=30.57 EXIST TC=30.52 TC=30.50 TC=30.46 EXIST FL=30.46 EXIST FL=29.89 FL=29.83 FL=30.57 EXIST FL=30.09 EXIST FL=29.72 FL=29.77 FL=29.83 EXIST EL=29.86± MATCH EXIST EL=29.91± MATCH EXIST 1.7% 1.5% 1 .1% 1.5%1.0% 7.5%6.9%1.2%RIM EL=29.71 4.9 %4.7%R-37 RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT 90% SUBMITTAL Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 CURB RAMP DETAILS - 7 ARC ARC JLTA XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-CURB_RAMPS.dwg R-37 3/6/2020 12:05 PM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 SCALE: 1"=5' SW SHATTUCK ST AND 3RD PL - SW CORNER PLAN SCALE: 1"=5' SW SHATTUCK ST AND 3RD PL - SW CORNER GRADING8.2'7.0' 7.3'6.9'6.9' 9.8'5.0 '13.2'5 . 0 ' 16. 6 ' 15 1 16 4 3 16 18 4 4 19 2 6 17 KEY NOTES SAWCUT & REMOVE EXIST SIDEWALK AND/OR CURB TO NEAREST JOINT PAST MATCH LINE. CONSTRUCT PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12-03, COMBINATION CURB RAMPS PER WSDOT STD PLAN F-40.14-03 AND PERPENDICULAR CURB RAMPS PER WSDOT STD PLAN F-40.15-03 FURNISH AND INSTALL DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02 CONSTRUCT CURB AND GUTTER/DEPRESSED/PEDESTRIAN CURB COR STD PLANS 101 AND 103. CONSTRUCT CONC SIDEWALK PER COR STD PLAN 102 INSTALL MINIMUM X" THICK HMAC. IF EXIST PAVEMENT SECTION IS THICKER THAN X", MATCH EXIST PAVEMENT THICKNESS. COMPACT IN MAXIMUM X" LIFTS. ADJUST EXIST UTILITY BOX/VAULT/MH TO FINISHED GRADE ADJUST EXIST UTILITY BOX/VAULT/MH TO FINISHED GRADE, BY OTHERS PROTECT EXIST STREET LIGHT TO REMAIN. PROTECT EXIST CABINET PROTECT EXIST FENCE PROTECT EXIST SIGNAL POLE PROTECT EXIST UTILITY VAULT/BOX PROTECT EXIST PED PUSH BUTTON PROTECT EXIST HYDRANT REMOVE AND REINSTALL EXIST SIGN REMOVE EXIST GRADE CURB RELOCATE EXIST TRASH OUT OF PROPOSED RAMP REFER TO SD SHTS FOR STORM IMPROVEMENTS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 SLOPE AS SHOWN (MAX 2.0% FINISHED SURFACE SLOPE) SLOPE AS SHOWN (MAX 8.3% FINISHED SURFACE SLOPE) TRUNCATED DOME DETECTABLE WARNING SURFACE 1.5% MAX. SLOPE LANDING IN ALL DIRECTIONS NEW S/W PANEL TO TRANSITION TO EXIST. S/W SLOPE AND WIDTH, MAX. 2% CROSS SLOPE AT TOP OF RAMP. TRANSITION CURB TO MATCH EXIST. ROTATE FINISHED GRADE ON RAMP ℄ TO PROVIDE 2% MAX SLOPE ACROSS BOTTOM OF RAMP CURB RAMP LEGEND 1 SAWCUT AND PAVEMENT PATCH LIMITS 2' MIN. FROM FACE OF CURB OR GUTTER PAN TO MEET CROSS SLOPE REQUIREMENTS (SEE TYPICAL SIDEWALK RAMP REPLACEMENT SECTION DETAIL, SHT. R-40) PAY LIMIT Curb ramps included in this submittal do not include changes based on City comments provided to Murraysmith on March 3, 2020. City comments will be incorporated into the next design submittal. RAD=20.53' Δ=47°18'03" L=17.0 RAD=19.42' Δ=14°47'43" L=5.0 RAD=26.62' Δ=22°56'14" L=10.7 TC=29.22 TC=29.27 TC=29.76 EXIST TC=29.84 EXIST TC=29.88 TC=29.90 TC=29.86 TC=29.75 TC=29.81 EXIST FL=29.32 EXIST FL=29.27 FL=29.22 FL=29.30 RIM EL=29.19 EL=29.32± MATCH EXIST EL=29.27± MATCH EXIST EL=29.51± MATCH EXIST EL=29.98± MATCH EXIST EL=29.40± MATCH EXIST EL=29.33± MATCH EXIST EL=29.47± MATCH EXIST EL=29.28 EL=29.23 FL=29.84 EXIST FL=29.37 FL=29.32 FL=29.86 FL=29.35 EXIST4.7%7.1%5.2 % 3. 2 %1.5%2.2%1.1% 1.5% 1.5%1.0%1.0% R-38 RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT 90% SUBMITTAL Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 CURB RAMP DETAILS - 8 ARC ARC JLTA XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-CURB_RAMPS.dwg R-38 3/6/2020 12:05 PM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 SCALE: 1"=5' NE SHATTUCK AVE AND 4TH ST - NE CORNER PLAN SCALE: 1"=5' NE SHATTUCK AVE AND 4TH ST - NE CORNER GRADING 4 2 11 17 3 5 1 1 4 4 4.0' 4.0'6.6'10.7'5.0 ' 17. 0 ' 10. 1 '5.0 ' 6.4' 6.3'7.3'6.7'7.0' 88 16 19 KEY NOTES SAWCUT & REMOVE EXIST SIDEWALK AND/OR CURB TO NEAREST JOINT PAST MATCH LINE. CONSTRUCT PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12-03, COMBINATION CURB RAMPS PER WSDOT STD PLAN F-40.14-03 AND PERPENDICULAR CURB RAMPS PER WSDOT STD PLAN F-40.15-03 FURNISH AND INSTALL DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02 CONSTRUCT CURB AND GUTTER/DEPRESSED/PEDESTRIAN CURB COR STD PLANS 101 AND 103. CONSTRUCT CONC SIDEWALK PER COR STD PLAN 102 INSTALL MINIMUM X" THICK HMAC. IF EXIST PAVEMENT SECTION IS THICKER THAN X", MATCH EXIST PAVEMENT THICKNESS. COMPACT IN MAXIMUM X" LIFTS. ADJUST EXIST UTILITY BOX/VAULT/MH TO FINISHED GRADE ADJUST EXIST UTILITY BOX/VAULT/MH TO FINISHED GRADE, BY OTHERS PROTECT EXIST STREET LIGHT TO REMAIN. PROTECT EXIST CABINET PROTECT EXIST FENCE PROTECT EXIST SIGNAL POLE PROTECT EXIST UTILITY VAULT/BOX PROTECT EXIST PED PUSH BUTTON PROTECT EXIST HYDRANT REMOVE AND REINSTALL EXIST SIGN REMOVE EXIST GRADE CURB RELOCATE EXIST TRASH OUT OF PROPOSED RAMP REFER TO SD SHTS FOR STORM IMPROVEMENTS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 SLOPE AS SHOWN (MAX 2.0% FINISHED SURFACE SLOPE) SLOPE AS SHOWN (MAX 8.3% FINISHED SURFACE SLOPE) TRUNCATED DOME DETECTABLE WARNING SURFACE 1.5% MAX. SLOPE LANDING IN ALL DIRECTIONS NEW S/W PANEL TO TRANSITION TO EXIST. S/W SLOPE AND WIDTH, MAX. 2% CROSS SLOPE AT TOP OF RAMP. TRANSITION CURB TO MATCH EXIST. ROTATE FINISHED GRADE ON RAMP ℄ TO PROVIDE 2% MAX SLOPE ACROSS BOTTOM OF RAMP CURB RAMP LEGEND 6 SAWCUT AND PAVEMENT PATCH LIMITS 2' MIN. FROM FACE OF CURB OR GUTTER PAN TO MEET CROSS SLOPE REQUIREMENTS (SEE TYPICAL SIDEWALK RAMP REPLACEMENT SECTION DETAIL, SHT. R-40) PAY LIMIT Curb ramps included in this submittal do not include changes based on City comments provided to Murraysmith on March 3, 2020. City comments will be incorporated into the next design submittal. 12"DI SDRAD=55.01' Δ=6°56'22" L=6.7 RAD=20.22' Δ=48°30'10" L=17.1 RAD=18.67' Δ=15°23'18" L=5.0 RAD=18.67' Δ=20°10'17" L=6.6 12"DI SD6.9%6.5% 0.8% 1. 5 %1.0%1.5 %1.0%1.5%3.0%3.0%5.2%3.9% EL=28.99 EL=28.94 EL=29.22± MATCH EXIST EL=29.07± MATCH EXIST EL=29.22± MATCH EXIST EL=29.13± MATCH EXIST EL=29.47± MATCH EXIST EL=29.35± MATCH EXIST EL=29.95± MATCH EXIST TC=29.5 EXIST TC=28.97 TC=28.92 TC=29.56 TC=29.67 TC=29.62 TC=29.59 TC=29.6 EXIST FL=29.1 EXIST FL=28.97 FL=28.92 FL=29.11 FL=29.2 EXIST FL=29.67 FL=29.04 FL=29.09 FL=29.6 EXIST TC=29.7 EXIST RIM EL=28.90 R-39 RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT 90% SUBMITTAL Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 CURB RAMP DETAILS - 9 ARC ARC JLTA XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-CURB_RAMPS.dwg R-39 3/6/2020 12:05 PM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 SCALE: 1"=5' SE SHATTUCK AVE AND 4TH ST - SE CORNER PLAN SCALE: 1"=5' SE SHATTUCK AVE AND 4TH ST - SE CORNER GRADING 5.7' 7. 4 ' 7. 5 '6.7'7.7'6.9'10.3'5.017.1' 6.7'6.7'5.0'9.6' 4 8 1 4 2 8 8 3 5 8 9 4 19 17 KEY NOTES SAWCUT & REMOVE EXIST SIDEWALK AND/OR CURB TO NEAREST JOINT PAST MATCH LINE. CONSTRUCT PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12-03, COMBINATION CURB RAMPS PER WSDOT STD PLAN F-40.14-03 AND PERPENDICULAR CURB RAMPS PER WSDOT STD PLAN F-40.15-03 FURNISH AND INSTALL DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02 CONSTRUCT CURB AND GUTTER/DEPRESSED/PEDESTRIAN CURB COR STD PLANS 101 AND 103. CONSTRUCT CONC SIDEWALK PER COR STD PLAN 102 INSTALL MINIMUM X" THICK HMAC. IF EXIST PAVEMENT SECTION IS THICKER THAN X", MATCH EXIST PAVEMENT THICKNESS. COMPACT IN MAXIMUM X" LIFTS. ADJUST EXIST UTILITY BOX/VAULT/MH TO FINISHED GRADE ADJUST EXIST UTILITY BOX/VAULT/MH TO FINISHED GRADE, BY OTHERS PROTECT EXIST STREET LIGHT TO REMAIN. PROTECT EXIST CABINET PROTECT EXIST FENCE PROTECT EXIST SIGNAL POLE PROTECT EXIST UTILITY VAULT/BOX PROTECT EXIST PED PUSH BUTTON PROTECT EXIST HYDRANT REMOVE AND REINSTALL EXIST SIGN REMOVE EXIST GRADE CURB RELOCATE EXIST TRASH OUT OF PROPOSED RAMP REFER TO SD SHTS FOR STORM IMPROVEMENTS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 SLOPE AS SHOWN (MAX 2.0% FINISHED SURFACE SLOPE) SLOPE AS SHOWN (MAX 8.3% FINISHED SURFACE SLOPE) TRUNCATED DOME DETECTABLE WARNING SURFACE 1.5% MAX. SLOPE LANDING IN ALL DIRECTIONS NEW S/W PANEL TO TRANSITION TO EXIST. S/W SLOPE AND WIDTH, MAX. 2% CROSS SLOPE AT TOP OF RAMP. TRANSITION CURB TO MATCH EXIST. ROTATE FINISHED GRADE ON RAMP ℄ TO PROVIDE 2% MAX SLOPE ACROSS BOTTOM OF RAMP CURB RAMP LEGEND 13 10 6 1 SAWCUT AND PAVEMENT PATCH LIMITS 2' MIN. FROM FACE OF CURB OR GUTTER PAN TO MEET CROSS SLOPE REQUIREMENTS (SEE TYPICAL SIDEWALK RAMP REPLACEMENT SECTION DETAIL, SHT. R-40) PAY LIMIT Curb ramps included in this submittal do not include changes based on City comments provided to Murraysmith on March 3, 2020. City comments will be incorporated into the next design submittal. R-40 RENTON DOWNTOWN UTILITY IMPROVEMENTS PROJECT 90% SUBMITTAL Murraysmith www.murraysmith.us PRELIMINARY ONLY DO NOT USE FOR CONSTRUCTION March 2020 ROADSIDE DETAIL ARC ARC JLTA XNO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:\\ad.msa-ep.com\Everett\evt_projects\18\2251 - Renton Duip Phase 2\CAD\Sheets\18-2251-WA-CURB_RAMPS.dwg R-40 3/6/2020 12:05 PM BRETT.WILLIAMS 23.0s (LMS Tech)SHEET 120 1 SIDEWALK RAMP GENERAL NOTES: 1. CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL AMERICANS WITH DISABILITIES (ADA) REQUIREMENTS AS DEFINED BY THE PUBLIC RIGHTS-OF-WAY ACCESSIBILITY GUIDELINES (PROWAG). SHOULD ANY ERROR OR INCONSISTENCY EXIST, THE CONTRACTOR SHALL NOT PROCEED WITH THE WORK AFFECTED UNTIL REPORTED TO THE ENGINEER FOR CLARIFICATION OR CORRECTION. 2. REFERENCE CITY OF RENTON STANDARD DRAWINGS 101.0, 101.1, 102.0, AND 103.0 FOR ADDITIONAL INFORMATION. 3. ALL SURVEY AND STAKING NECESSARY FOR CONSTRUCTION SHALL BE PROVIDED BY THE CONTRACTOR. COMPLETE ALL SURVEY STAKING AS NEEDED USING INFORMATION CONTAINED IN THE PLANS AND ADJUSTED AS NECESSARY TO MEET ADA REQUIREMENTS. ADDITIONAL INFORMATION OR CLARIFICATION BY THE ENGINEER MAY BE AVAILABLE UPON REQUEST. SURVEYED FIELD LAYOUT SHALL BE REVIEWED BY THE CITY AND ENGINEER PRIOR TO CONCRETE PLACEMENT. 4. THE MAXIMUM CLOSURE TIME FOR ANY SINGLE CORNER SHALL BE ONE WEEK. SUBMIT TRAFFIC CONTROL PLAN AND PEDESTRIAN DETOUR PLAN FOR RAMP CLOSURES. PLAN SHALL INCLUDE BUT IS NOT LIMITED TO WORK AREA PROTECTION, SIDEWALK CLOSURES AND DETOURS. 5. COORDINATE UTILITY RELOCATIONS AND/OR ADJUSTMENTS AS NEEDED. SEE SPECIFICATIONS FOR UTILITY CONTACT INFORMATION. 6. REPLACE CURBS, SIDEWALKS, AND/OR DRIVEWAY APRONS THAT ARE DAMAGED AS A RESULT OF CONSTRUCTION OPERATIONS. REPLACE FULL SECTIONS TO THE NEAREST EXISTING CONSTRUCTION JOINT. REPLACEMENT WILL BE CONSIDERED INCIDENTAL TO THE WORK. 7. PROTECT FRESHLY POURED CONCRETE FROM VANDALISM OR OTHER DAMAGE FOR A MINIMUM OF TWENTY-FOUR (24) HOURS OR UNTIL CURED ENOUGH TO SUPPORT TYPICAL USE, WHICHEVER IS LONGER. ANY CONCRETE DAMAGED BY VANDALISM OR OTHER CAUSES SHALL BE REPLACED AT NO COST TO THE COUNTY. 8. ALL AREAS DISTURBED THROUGH THE CONSTRUCTION OF THE SIDEWALK RAMPS SHALL BE RETURNED TO THEIR ORIGINAL CONDITION PRIOR TO PROJECT COMPLETION. THIS INCLUDES, BUT IS NOT LIMITED TO, LANDSCAPE RESTORATION AROUND NEW RAMPS. LANDSCAPE RESTORATION WILL BE CONSIDERED INCIDENTAL TO THE WORK. 9. CONTRACTOR SHALL TAKE EXTRA CARE TO AVOID DAMAGING ANY IRRIGATION, WIRING, OR OTHER FACILITIES IN THE AREA TO THE NEW RAMP. ANY FACILITIES ENCOUNTERED SHALL BE RELOCATED BY THE CONTRACTOR WITHOUT DAMAGE TO AN APPROPRIATE LOCATION OUTSIDE THE RAMP/WALK AREA AT NO ADDITIONAL COST TO THE CITY. 1 -SCALE: NTS TYPICAL SIDEWALK RAMP REPLACEMENT SECTION NOTES: 1. TOOLED JOINTS ARE REQUIRED AT ALL SIDEWALK RAMP SLOPE BREAK LINES. 2. PLACE TRUNCATED DOME DETECTABLE WARNING SURFACE IN THE LOWER 2 FEET ADJACENT TO TRAFFIC OF THROAT OF RAMP ONLY. 24", MIN SAW CUT TRUNCATED DOME DETECTABLE WARNING SURFACE, 2' SEE NOTE 2 SLP VARIES, SEE DETAILS 4" CONC S/W 4" CSTCHMA CL 12" PG 64-22. MATCH EXIST THICKNESS (7" MIN), PLACE IN LIFTS (2.5" MAX) 6" CSTC CONSTRUCT CEMENT CONC PEDESTRIAN CURB PER COR STD PLAN 101, WHERE SHOWN ON PLANS SLP 5% MAX DEPRESSED CURB PER COR STD PLAN 101 CURB EXPOSURE = 0"VARIESCurb ramps included in this submittal do not include changes based on City comments provided to Murraysmith on March 3, 2020. City comments will be incorporated into the next design submittal.