The URL can be used to link to this page

Home My WebLink AboutzS-3949set0) cM N d� C'M N d) d� cM O W U N V) ry 0 0 O N M N 0 N Ln N 0, 70 z w (? N N / V) / Q CL N a 0 0 a� i Ln N N 00 / V) U 0 L d I Lu / 4L CITY OF CITY OF RENTON 1055 S GRADY WAY RENTON, WA 98057 RENTON, WASHINGTON DOWNTOWN UTILITY IMPROVEMENT PROJECT JANUARY 2021 CITY OF RENTON OFFICIALS ARMONDO PAVONE ANGELINA BENEDETTI RANDY CORMAN RYAN MCIRVIN VALERIE O'HALLORAN RUTH PEREZ ED PRINCE KIM-KHANH VAN MAYOR COUNCIL MEMBER COUNCIL MEMBER COUNCIL MEMBER COUNCIL MEMBER COUNCIL MEMBER COUNCIL MEMBER COUNCIL MEMBER CITY PROJECT MANAGER MIKE BENOIT 425-430-7206 MBENOIT@RENTONWA.GOV DESIGN ENGINEER TY TADANO 206-462-7030 TY.TADANO@MURRAYSMITH.US murra srn1 600 UNIVERSITY STREET, SUITE 300 SEATTLE, WA 98101 P 206.462.7030 i T RECORD DRAWINGS THIS DRAWING IS PROVIDED FOR RECORD PURPOSES ONLY, AND HAS BEEN PREPARED BASED IN PART ON INFORMATION PROVIDED BY OTHERS RELATIVE TO REPORTED CONSTRUCTED CONDITIONS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE AS OF OCTOBER 26, 2022, MURRAYSMITH MAKE NO ASSURANCES, STATED OR IMPLIED, AS TO THE ACCURACY OF THIS DRAWING. THOSE RELYING ON THIS RECORD DRAWING FOR ANY PURPOSE ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY. CONTRACT MODIFICATION INFORMATION, FABRICATORS SHOP DRAWINGS AND OTHER PROJECT SUBMITTAL INFORMATION PROVIDED BY THE CONTRACTOR WHICH FURTHER CLARIFY DETAILS OF CONSTRUCTION MAY BE ON FILE. SEE ORIGINAL CONTRACT DRAWINGS FOR ENGINEER'S SEAL AND SIGNATURES. Know what's below. Call before you dig. LAKE WADI aCdDJSL U1J eJ o� r 0 �0 U L `) w � a J � w � ❑ z n H SI34TH SW 4SUNSET gLVD L a ��TY 0 RENTOLl T no11�411 � LU LU Y. lk"� lul i mi�p F�i VICINITY MAP SCALE: 1 "=1000' R-394901 W-394901 S-394901 3949 18-2251 so 07 lqi- Cy) M N It 0) C'7 O LU U J N w Y a m 0 a 0 a N fM N O N v7 N N (b 0) 3 -0 z w C7 a U) N N m a� a� V) 0 a U N a� ra a a c 0 +-) c a� Ln N N i 00 +-J U a F- w no INDEX OF DRAWINGS GENERAL 66 SS-19 1 G-1 TITLE SHEET AND VICINITY MAP 67 SS-20 2 G-2 SHEET INDEX 68 SS-21 3 G-3 SYMBOLS AND LEGEND 69 SS-22 4 G-4 ABBREVIATIONS 70 SS-24 5 G-5 GENERAL AND EROSION CONTROL NOTES 71 SS-25 6 G-6 SURVEY DATA CONTROL PLAN AND NOTES 72 SS-26 7 G-7 PRECONSTRUCTION POTHOLE AND GEOTECHNICAL PLAN AND BLOCK DESIGNATIONS 73 SS-27 8 G-8 PRECONSTRUCTION POTHOLE DATA TABLE 74 SS-28 9 G-9 TYPICAL EROSION & SEDIMENT CONTROL PLAN AND NOTES 75 SS-40 76 SS-41 DEMOLITION PLANS 77 SS-42 10 D-1 & D-2 S 2ND ST UTILITY DEMOLITION PLANS STA AO+00 TO STA A9+60 11 D-3 & D-4 S 2ND ST UTILITY DEMOLITION PLANS STA A9+60 TO STA A19+20 12 D-5 & D-6 S 2ND ST & S 3RD ST UTILITY DEMOLITION PLANS STA A19+20 TO STA A23+40 & STA CO+00 TO STA C4+80 13 D-7 & D-8 S 3RD ST UTILITY DEMOLITION PLANS STA C4+80 TO STA C14+40 14 D-9 & D-10 S 3RD ST UTILITY DEMOLITION PLANS STA C14+40 TO STA C24+00 15 D-11 & D-12 S 3RD ST & PARKING LOT UTILITY DEMOLITION PLANS STA C24+00 TO STA C26+40 & STA E1+20 TO STA E5+00 16 D-13 & D-14 PARKING LOT UTILITY DEMOLITION PLANS STA E5+00 TO STA E11+51 17 D-15 & D-16 SHATTUCK AVE S UTILITY DEMOLITION PLANS STA FO+00 TO STA F9+60 18 D-17 & D-18 SHATTUCK AVE S UTILITY DEMOLITION PLANS STA F9+60 TO STA F16+00 19 D-19 & D-20 WHITWORTH AVE S UTILITY DEMOLITION PLANS STA GO+00 TO STA G6+00 20 D-21 MORRIS AVE S UTILITY DEMOLITION PLANS STA HO+00 TO STA H6+00 21 D-24 S 2ND ST UTILITY DEMOLITION PLAN STA KO+00 TO STA K4+00 22 D-25 & D-26 MILL AVE S UTILITY DEMOLITION PLANS STA LO+00 TO STA L9+60 SCH A: STORM DRAIN IMPROVEMENTS 23 SD-3 S 2ND ST STORM PLAN & PROFILE STA A9+40 TO STA A14+00 24 SD-4 S 2ND ST STORM PLAN & PROFILE STA A14+00 TO STA A16+40 25 SD-7 S 3RD ST STORM PLAN & PROFILE STA C4+80 TO STA C9+60 26 SD-8 S 3RD ST STORM PLAN & PROFILE STA C9+60 TO STA C14+40 27 SD-9 S 3RD ST STORM PLAN & PROFILE STA C14+40 TO STA C18+80 28 SD-10 S 3RD ST STORM PLAN & PROFILE STA C18+80 TO STA C22+80 29 SD-15 SHATTUCK AVE S STORM PLAN & PROFILE STA FO+00 TO STA F5+60 30 SD-16 SHATTUCK AVE S STORM PLAN & PROFILE STA F5+60 TO F10+40 31 SD-17 SHATTUCK AVE S STORM PLAN & PROFILE STA F10+40 TO F15+00 32 SD-18 SHATTUCK AVE S STORM PLAN & PROFILE STA F15+00 TO F17+00 33 SD-19 WHITWORTH AVE S STORM PLAN & PROFILE STA GO+00 TO G3+20 34 SD-20 WHITWORTH AVE S STORM PLAN & PROFILE STA G3+20 TO G6+00 35 SD-21 MORRIS AVE S STORM PLAN & PROFILE STA H3+20 TO H6+00 36 SD-24 S 2ND ST STORM PLAN & PROFILE STA K2+80 TO K4+00 37 SD-25 MILL AVE S STORM PLAN & PROFILE STA LO+00 TO STA L4+80 38 SD-26 MILL AVE S STORM PLAN & PROFILE STA L4+80 TO STA L9+00 39 SD-40 LATERAL DRAINAGE PROFILES - 1 40 SD-41 LATERAL DRAINAGE PROFILES - 2 41 SD-42 LATERAL DRAINAGE PROFILES - 3 42 SD-43 LATERAL DRAINAGE PROFILES - 4 43 SD-44 LATERAL DRAINAGE PROFILES - 5 44 SD-45 LATERAL DRAINAGE PROFILES - 6 45 SD-50 STRUCTURAL NOTES 46 SD-51 STRUCTURAL SITE PLAN 47 SD-52 BOX CULVERT ACCESS PLAN 48 SD-53 BOX CULVERT ACCESS DETAILS 49 SD-54 BOX CULVERT PENETRATION SUPPORT DETAILS SCH B: SANITARY SEWER IMPROVEMENTS 50 SS-1 S 2ND ST SEWER PLAN & PROFILE STA AO+00 TO STA A4+80 51 SS-2 S 2ND ST SEWER PLAN & PROFILE STA A4+80 TO STA A9+60 52 SS-3 S 2ND ST SEWER PLAN & PROFILE STA A9+60 TO STA A14+00 53 SS-4 S 2ND ST SEWER PLAN & PROFILE STA A14+00 TO STA A18+80 54 SS-5 S 2ND ST SEWER PLAN & PROFILE STA A19+20 TO STA A23+40 55 SS-6 S 3RD ST SEWER PLAN & PROFILE STA CO+00 TO STA C4+80 56 SS-7 S 3RD ST SEWER PLAN & PROFILE STA C4+80 TO STA C9+60 57 SS-8 S 3RD ST SEWER PLAN & PROFILE STA C9+60 TO STA C14+40 58 SS-9 S 3RD ST SEWER PLAN & PROFILE STA C14+40 TO STA C18+80 59 SS-10 S 3RD ST SEWER PLAN & PROFILE STA C18+80 TO STA C23+60 60 SS-11 S 3RD ST SEWER PLAN & PROFILE STA C23+60 TO STA C26+15 61 SS-12 PARKING LOT EASEMENT SEWER PLAN & PROFILE STA E1+20 TO STA E5+00 62 SS-13 PARKING LOT EASEMENT SEWER PLAN & PROFILE STA E5+00 TO STA E8+00 63 SS-14 PARKING LOT EASEMENT SEWER PLAN & PROFILES STA E8+00 TO STA E11+60 64 SS-15 SHATTUCK AVE S SEWER PLAN & PROFILE STA FO+00 TO STA F5+60 65 SS-16 SHATTUCK AVE S SEWER PLAN & PROFILE STA F5+60 TO F6+80 WHITWORTH AVE S SEWER PLAN & PROFILE STA GO+00 TO G3+20 WHITWORTH AVE S SEWER PLAN & PROFILE STA G3+20 TO G6+00 MORRIS AVE S SEWER PLAN & PROFILE STA HO+00 TO STA H5+80 BURNETT AVE S SEWER PLAN & PROFILE STA 10+00 TO STA J1+00 S 2ND ST SEWER PLAN & PROFILE STA KO+00 TO K4+20 MILL AVE S SEWER PLAN & PROFILE STA LO+00 TO STA L4+80 MILL AVE S SEWER PLAN & PROFILE STA L4+80 TO STA L9+00 SIDE SEWER SEWER PLAN & PROFILE STA NO+00 TO STA N4+00 RAINIER AVE S SEWER PLAN & PROFILE STA BO+00 TO STA B3+20 KING COUNTY CONNECTION DETAIL S 2ND ST & BURNETT AVE S KING COUNTY CONNECTION DETAIL S 3RD ST & BURNETT AVE S MISCELLANEOUS SEWER DETAILS SCH C: WATER IMPROVEMENTS 78 W-1 S 2ND ST WATER PLAN & PROFILE STA AO+00 TO STA A4+80 79 W-2 S 2ND ST WATER PLAN & PROFILE STA A4+80 TO STA A9+60 80 W-3 S 2ND ST WATER PLAN & PROFILE STA A9+60 TO STA A14+40 81 W-15 SHATTUCK AVE S WATER PLAN & PROFILE STA FO+00 TO STA F4+80 82 W-16 SHATTUCK AVE S WATER PLAN & PROFILE STA F4+80 TO F10+60 83 W-19 WHITWORTH AVE S WATER PLAN & PROFILE STA GO+00 TO G3+20 84 W-20 WHITWORTH AVE S WATER PLAN & PROFILE STA G3+20 TO G6+00 85 W-25 MILL AVE S WATER PLAN & PROFILE STA LO+00 TO STA L4+80 86 W-26 MILL AVE S WATER PLAN & PROFILE STA L4+80 TO STA L9+00 87 W-29 LAKE AVE S WATER PLAN & PROFILE STA QO+00 TO STA Q2+00 88 W-30 RENTON HIGH SCHOOL WATER PLAN & PROFILE STA SO+00 TO STA S1+00 89 W-31 SMITHERS AVE S WATER PLAN & PROFILE STA RO+00 TO STA R1+00 90 W-40 WATER CONNECTION DETAILS - 1 91 W-41 WATER CONNECTION DETAILS - 2 92 W-42 WATER CONNECTION DETAILS - 3 93 W-43 WATER CONNECTION DETAILS - 4 94 W-44 POLYPIG PLAN AND TEMPORARY THRUST BLOCKING CATHODIC PROTECTION 95 CP-1 CATHODIC PROTECTION - 1 96 CP-2 CATHODIC PROTECTION - 2 ROADWAY RESTORATION PLANS 97 R-1 & R-2 S 2ND ST ROADWAY RESTORATION PLANS STA AO+00 TO STA A9+60 98 R-3 & R-4 S 2ND ST ROADWAY RESTORATION PLANS STA A9+60 TO STA A19+20 99 R-5 & R-6 S 2ND ST & S 3RD ST ROADWAY RESTORATION PLANS STA A19+20 TO STA A23+40 & STA CO+00 TO STA C4+80 100 R-7 & R-8 S 3RD ST ROADWAY RESTORATION PLANS STA C4+80 TO STA C14+40 101 R-9 & R-10 S 3RD ST ROADWAY RESTORATION PLANS STA C14+40 TO STA C24+00 102 R-11 & R-12 S 3RD ST & PARKING LOT ROADWAY RESTORATION PLANS STA C24+00 TO STA C26+40 & STA E1+20 TO STA E5+00 103 R-13 & R-14 PARKING LOT ROADWAY RESTORATION PLANS STA E5+00 TO STA E11+00 104 R-15 & R-16 SHATTUCK AVE S ROADWAY RESTORATION PLANS STA FO+00 TO STA F9+60 105 R-17 & R-18 SHATTUCK AVE S ROADWAY RESTORATION PLANS STA F9+60 TO STA F16+80 106 R-19 & R-20 WHITWORTH AVE S ROADWAY RESTORATION PLANS STA GO+00 TO STA G6+00 107 R-21 MORRIS AVE S ROADWAY RESTORATION PLANS STA HO+00 TO STA H6+00 108 R-24 S 2ND ST ROADWAY RESTORATION PLANS STA KO+00 TO STA K5+60 109 R-25 & R-26 MILL AVE S ROADWAY RESTORATION PLANS STA LO+00 TO STA L9+00 110 R-29 & R-30 LAKE AVE S & SMITHERS AVE S RESTORATION PLANS STA QO+00 TO STA Q2+00 & STA RO+00 TO STA R2+00 111 R-31 CURB RAMP DETAILS - 1 112 R-32 CURB RAMP DETAILS - 2 113 R-33 CURB RAMP DETAILS - 3 114 R-34 CURB RAMP DETAILS - 4 115 R-35 CURB RAMP DETAILS - 5 116 R-36 CURB RAMP DETAILS - 6 117 R-37 CURB RAMP DETAILS - 7 118 R-38 CURB RAMP DETAILS - 8 119 R-39 CURB RAMP DETAILS - 9 120 R-40 RESTORATION AND TRENCH DETAILS 121 R-41 LUMINAIRE FOUNDATION NOTICE Jim RECORD 0 Y 1 DESIGNED DRAWINGS BAW DRAWN murraysmirth IF THIS BAR DOES SEE NOTE ON NOT MEASURE 1" TTT THEN DRAWING IS CHECKED COVER SHEET 1 10/26/2022 JJM RECORD DRAWING NOT TO SCALE NO. DATE BY REVISION i RENTON DOWNTOWN • UTILITY IMPROVEMENTS PROJECT NOTES: 1. SHEET NUMBER IS BASED ON ALIGNMENT AND STATION. IT IS CONSISTENT ACROSS UTILITY SETS SO THAT THE EXTENTS SHOWN IN A GIVEN SHEET NUMBER FOR ONE UTILITY MATCH THOSE SHOWN ON THE SAME SHEET NUMBER FOR THE OTHER UTILITIES. SEE SHEET G-6 FOR SHEET PLAN. 2. SHEET NUMBERS ARE OMITTED WHEN THERE IS NO UTILITY WORK IN THAT AREA OF THE PROJECT (I.E. W-3 IS FOLLOWED BY W-15 BECAUSE THERE ARE NO WATER IMPROVEMENTS ON SHEETS 4 THROUGH 14). UTILITY IMPROVEMENTS ON SHEET 23 WERE REMOVED FROM THE PROJECT, THUS SHEET 23 IS OMITTED FROM ALL SHEET SETS. 3. DETAIL SHEETS ARE AT THE END OF THE UTILITY SETS BEGINNING WITH SHEET NUMBER 40. R-394902 W-394902 S-394902 SHEET INDEX PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: January 2021 SHEET G-2 2 of 121 LEGEND U H Ul N w Y Q m 0 Q a N M N O N Ln N fM Qb cm 3 _0 z w C7 Ln N N m a� a� V) 0 Q N a� a a c 0 +-) c a� Ln N N i 00 +1 U a F_ w EXISTING PROPOSED EXISTING PROPOSED WATERLINE 1011W — 12" DI W — SANITARY SEWER MANHOLE O O OVERHEAD ELECTRICITY ----OE- - - - OE- ----OE----OE- TYPE 2 CATCH BASIN O❑ O GAS 411G CLEAN -OUT O O TELEPHONE/TELEMETRY - - T - - TYPE 1 CATCH BASIN ❑ ■ SANITARY SEWER LINE 8"SS —8"SS— REDUCER a STORM DRAIN 8"SD —8"SD— THRUST BLOCK ABANDON PIPE VALVE m N DRAINAGE DITCH • • • • • BLOW -OFF ASSEMBLY BARBWIRE FENCE POLYPIG ASSEMBLY ]OC CHAIN LINK FENCE x FIRE HYDRANT ASSEMBLY O Ak CONSTRUCTION FENCE WATER METER EE m TREE PROTECTION FENCE FITTING 'ri 3ZC CLEARING LIMITS _ — CATHODIC PROTECTION TEST STATION Ts TEMPORARY SILT FENCE n n COUPLING 0 GUARDRAIL 0 0 0 0 0 0 0 0 0 0 0 0 0 ECOLOGY BLOCK m RETAINING WALL ANODE TREE/BUSH LINE PULL BOX/JUNCTION BOX CENTERLINE UTILITY POLE -0- EASEMENT/PROPERTY LINE --- -- --- GUY WIRE c___ RIGHT-OF-WAY — — LIGHT POST 0 EDGE OF PAVEMENT/AC ............................... SIGN -� EDGE OF GRAVEL _ _ _ _ _ BENCHMARK CURB TREE DECIDUOUS O SIDEWALK S/W TREE CONIFEROUS STRUCTURE OR FACILITY POTHOLE # GEOTECHNICAL BORING O MONITORING WELL SECTION AND DETAIL DESIGNATIONS SECTION DESIGNATIONS DETAIL DESIGNATIONS SECTION LETTER LA 2 DESIGNATION SHEET WHERE SECTION IS SHOWN * SECTION LETTER SECTION DESIGNATION A SCALE: 2 SHEET FROM WHICH SECTION IS TAKEN * DETAIL - NUMBER DETAIL SCALE: SHEET FROM WHICH DETAIL IS TAKEN * * NOTE: IF PLAN AND SECTION FOR DETAIL CALL -OUT AND DETAIL ARE SHOWN ON THE SAME DRAWING, DRAWING NUMBER IS REPLACED WITH A DASH. 1\ 110/26/20221 JJM I RECORD DRAWING NO. I DATE I BY NOTICE Jim RECORD 0 Y2 1 DESIGNED DRAWINGS BAW DRAWN murraysmirlh IF THIS BAR DOES SEE NOTE ON NOT MEASURE 1" TTT THEN DRAWING IS CHECKED COVER SHEET NOT TO SCALE i RENTON DOWNTOWN • UTILITY IMPROVEMENTS PROJECT R-394903 W-394903 S-394903 SYMBOLS AND LEGEND SHEET G-3 3 of 121 .. REVISION PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: January 2021 C'O N C7 Nt d) C'O N d� C'O O W U H J N w Y a m 0 a Q a N fM N O N v7 N C� 3 _0 z w C7 a u7 N N i m a� a� Q a U N a� ra a a 0 c 0 c a� N N i 00 i U N 0 a F_ w no @ AT C TO C CENTER TO CENTER F FAHRENHEIT LAT LATITUDE RAD RADIUS W WATER/WEST AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY CARV COMBINATION AIR RELEASE VALVE FA FOUL AIR LB POUND RC REINFORCED CONCRETE W/ WITH & TRANSPORTATION OFFICIALS CB CATCH BASIN FAB FABRICATE LF LINEAR FOOT RCP REINFORCED CONCRETE PIPE W/O WITHOUT AB ANCHOR BOLT CCP CONCRETE CYLINDER PIPE FCA FLANGE COUPLING ADAPTER LIN LINEAL RD ROAD, ROOF DRAIN WM WATER METER ABAN (D) ABANDON (ED) CCW COUNTER CLOCKWISE FCO FLOOR CLEANOUT LN LANE RDCR REDUCER WMN WATER MAIN ABV ABOVE CDF CONTROLLED DENSITY FILL FD FLOOR DRAIN LOC LOCATION REF REFERENCE WS WATER STOP / WELDED STEEL / AC ASBESTOS CEMENT CHAN CHANNEL FDN FOUNDATION LONG LONGITUDINAL REINF REINFORCE (D) (ING) (MENT) WATER SERVICE/ WATER SURFACE ACP ASPHALTIC CONCRETE PAVING CHFR CHAMFER FE FLOW ELEMENT LP LOW PRESSURE/ LOW POINT REQ'D REQUIRED WSDOT WASHINGTON STATE DEPARTMENT OF ADA AMERICANS WITH DISABILITIES ACT CHKV CHECK VALVE FEXT FIRE EXTINGUISHER LPT LOW POINT RESTR RESTRAINED TRANSPORTATION ADJ ADJUSTABLE CIP CAST IRON PIPE FIT FLOW INDICATING TRANSMITTER LRG LARGE RET RETAINING WTRT WATERTIGHT ADJC ADJACENT CIPC CAST IN PLACE CONCRETE FF FINISH FLOOR LS LONG SLEEVE / LUMP SUM RFCA RESTRAINED FLANGE COUPLING ADAPTER WWF WELDED WIRE FABRIC ADPTR ADAPTER CISP CAST IRON SOIL PIPE FG FINISHED GRADE LT LEFT RI RESTRAINED JOINT AE ANALYZING ELEMENT CJ CONSTRUCTION JOINT FGL FIBERGLASS LTF LENGTH TO FIT ROW RIGHT-OF-WAY AFF ABOVE FINISHED FLOOR CL CENTERLINE FH FIRE HYDRANT LVC LIMITS OF VERTICAL CURVE RPBP REDUCED PRESSURE BACKFLOW AFG ABOVE FINISHED GRADE CLJ CONTROL JOINT FIN GR FINISHED GRADE LVL LEVEL PREVENTION DEVICE AFG ACTUAL CUBIC FEET PERMIT CLR CLEAR FITG FITTING LWL LOW WATER LINE RST REINFORCING STEEL AHR ANCHOR CMP CORRUGATED METAL PIPE FLEX FLEXIBLE RT RIGHT AIT ANALYZING INDICATION TRANSMITTER CMU CONCRETE MASONRY UNIT FLG FLANGE MAN MANUAL RW RAW WATER AL ALUMINUM CO CLEANOUT FLR FLOOR MATL MATERIAL R/W RIGHT-OF-WAY ALT ALTERNATE COL COLUMN FM FORCE MAIN MAX MAXIMUM ANSI AMERICAN NATIONAL STANDARDS INSTITUTE COMB COMBINATION FO FIBER OPTIC MCC MOTOR CONTROL CENTER S SOUTH APPROX APPROXIMATE CONC CONCRETE FOC FACE OF CONCRETE MCP MASTER CONTROL PANEL SALV SALVAGE APPVD APPROVED CONN CONNECTION FPM FEET PER MINUTE MECH MECHANICAL SAN SANITARY APWA AMERICAN PUBLIC WORKS ASSOCIATION CONST CONSTRUCTION FPS FEET PER SECOND MET METAL SCFM STANDARD CUBIC FEET PER MINUTE ARCH ARCHITECTURAL CONT CONTINUOUS / CONTINUATION FRP FIBERGLASS REINFORCED PLASTIC MFR MANUFACTURER SCHED SCHEDULE ARV AIR RELEASE VALVE CONTR CONTRACT (OR) FS FLOW SWITCH/ FIRE STATION MGD MILLION GALLONS PER DAY SD STORM DRAIN ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS COORD COORDINATE FT FEET / FOOT MGMT MANAGEMENT SDL SADDLE ASSN ASSOCIATION COP COPPER FTG FOOTING MH MANHOLE SDR STANDARD DIMENSION RATIO ASSY ASSEMBLY COR CITY OF RENTON FUT FUTURE MIN MINIMUM SECT SECTION ASTM AMERICAN SOCIETY FOR TESTING CORP CORPORATION FXTR FIXTURE MISC MISCELLANEOUS SHT SHEET AND MATERIALS CORR CORRUGATED MJ MECHANICAL JOINT SIM SIMILAR ATM ATMOSPHERE CP CONTROL POINT G GAS MO MASONRY OPENING SLP/SL/S SLOPE AUTO AUTOMATIC CPLG COUPLING GA GAUGE MON MONUMENT SLV SLEEVE AUX AUXILIARY CR CRUSHED ROCK GAL GALLON MOT MOTOR SPEC (S) SPECIFICATION (S) AVE AVENUE CS COMBINED SEWER GALV GALVANIZED SPG SPACING AVG AVERAGE CSBC CRUSHED SURFACING BASE COURSE GB GRADE BREAK N NORTH SPL SPOOL AWWA AMERICAN WATER WORKS ASSOCIATION CSP CONCRETE SEWER PIPE GI GALVANIZED IRON NA NOT APPLICABLE SQ SQUARE CSTC CRUSHED SURFACING TOP COURSE GIP GALVANIZED IRON PIPE NC NORMALLY CLOSED SQ FT SQUARE FOOT BETW BETWEEN CT COURT GIS GEOGRAPHIC INFORMATION SYSTEM NIC NOT IN CONTRACT SQ IN SQUARE INCH BFD BACKFLOW PREVENTION DEVICE CTR CENTER GL GLASS NO/NO. NORMALLY OPEN/NUMBER SQ YD SQUARE YARD BFILL BACK FILL CU CUBIC GR GRADE NOM NOMINAL SS SANITARY SEWER BFV BUTTERFLY VALVE CV CONTROL VALVE GR LN GRADE LINE NORM NORMAL SS MH SANITARY MANHOLE BIO BIOLOGICAL CW CLOCKWISE / COLD WATER GRTG GRATING NPW NON POTABLE WATER SST STAINLESS STEEL BKGD BACKGROUND CY CUBIC YARDS GS GROUND SURFACE NRS NON -RISING STEM ST STREET BLDG BUILDING GV GATE VALVE NTS NOT TO SCALE STA STATION BLK BLOCK D DRAIN GRVL GRAVEL STD STANDARD BLVD BOULEVARD DEFL DEFLECTION OC ON CENTER STL STEEL BM BENCHMARK DET DETAIL HAZ HAZARDOUS OD OUTSIDE DIAMETER S/W SIDEWALK BMP BEST MANAGEMENT PRACTICE DI DUCTILE IRON HB HOSE BIBB OF OVERFLOW, OUTSIDE FACE BO BLOWOFF DIA DIAMETER HD HUB DRAIN OHP OVER HEAD POWER T TANGENT BOC BACK OF CURB DIM DIMENSION HDPE HIGH DENSITY POLYETHYLENE OHWM ORDINARY HIGH WATER MARK TB THRUST BLOCK BOW BOTTOM OF WALL DIR DIRECTION HDR HEADER OPNG OPENING TC TOP OF CONCRETE / TOP OF CURB BR BRINE DIST DISTANCE HDWE HARDWARE OPP OPPOSITE TEL TELEPHONE BS BOTH SIDES DIV DIVISION HGR HANGER ORIG ORIGINAL TEMP TEMPERATURE / TEMPORARY BSMT BASEMENT DN DOWN HGT HEIGHT OVHD OVERHEAD THK THICK BV BALL VALVE DOE DEPARTMENT OF ECOLOGY HMA HOT MIX ASPHALT THRD THREAD (ED) BVCS BEGIN VERTICAL CURVE STATION DR DRIVE/ DRAIN HNDRL HAND RAIL P&ID PROCESS AND INSTRUMENTATION DIAGRAM THRU THROUGH BVCE BEGIN VERTICAL CURVE ELEVATION DS DOWNSPOUT HOA HAND -OFF -AUTO PE PLAIN END TOW TOP OF WALL BW BOTTOM OF WALL DWG DRAWING HOR HAND -OFF -REMOTE PERF PERFORATED TP TEST PIT / TOP OF PAVEMENT / BWD BACKWASH DRAIN DWL DOWEL HORIZ HORIZONTAL PERM PERMANENT TURNING POINT BWS BACKWASH SUPPLY DWV DRAIN WASTE AND VENT HP HIGH PRESSURE / HORSEPOWER PERP PERPENDICULAR TPZ TREE PROTECTION ZONE DWY DRIVEWAY HPT HIGH POINT PG PRESSURE GAGE TRANS TRANSITION HYD HYDRANT PL PROPERTY LINE / PLATE / PLASTIC TW TOP OF WALL / TREATED WATER E EAST P-LAM PLASTIC LAMINATE TYP TYPICAL EA EACH I&C INSTRUMENTATION & CONTROL PLBG PLUMBING EC ENUSTON CONTROL ID INSIDE DIAMETER PNL PANEL UIC UNDERGROUND INJECTION CONTROL ECC ECCENTRIC IE INVERT ELEVATION POLY POLYETHYLENE UG UNDERGROUND EL ELEVATION IMPVT IMPROVEMENT PP POLYPROPYLENE UGP UNDERGROUND POWER ELB ELBOW IN INCH PRCST PRECAST UN UNION ELEC ELECTRICAL INCC INCLUDE (D) (ING) PREP PREPARATION UON UNLESS OTHERWISE NOTED ENCL ENCLOSURE INSTL INSTALLATION / INSTALL PRESS PRESSURE USGS UNITED STATES GEOLOGIC SURVEY EOP EDGE OF PAVEMENT INTER INTERCEPTOR PROP PROPERTY/ PROPOSED EQL EQUAL INTR INTERIOR PRV PRESSURE REDUCING VALVE V VENT / VOLT EQUIP EQUIPMENT INV INVERT PSIG POUNDS PER SQUARE INCH GAGE VAC VACUUM ESC EROSION SEDIMENT CONTROL PSL PIPE SLEEVE VB VACUUM BREAKER EUH ELECTRIC UNIT HEATER JT JOINT PSPT PIPE SUPPORT VBOX VALVE BOX EW EACH WAY JUNC JUNCTION PV PLUG VALVE VC VERTICAL CURVE EVCS END VERTICAL CURVE STATION PVC POLYVINYL CHLORIDE VERT VERTICAL EVCE END VERTICAL CURVE ELEVATION KVA KILOVOLT AMPERE PVI POINT VERTICAL INTERSECTION VOL VOLUME EXC EXCAVATE KW KILOWATT PVMT PAVEMENT VTPAV VERTICAL TURBINE PUMP AIR VALVE EXIST EXISTING PW POTABLE WATER VTR VENT THROUGH ROOF EXIST GR EXISTING GRADE PWR POWER EXP EXPANSION PZ PRESSURE ZONE EXP BT EXPANSION BOLT EXP JT EXPANSION JOINT QTY QUANTITY EXT EXTERIOR R-394904 W-394904 S-394904 NOTICE 0 �z 1 IF THIS BAR DOES NOT MEASURE 1" Jim DESIGNED BAW DRAWN TTT RECORD DRAWINGS SEE NOTE ON murraysmirthIwo RENTON DOWNTOWN ® UTILITY IMPROVEMENTS ABBREVIATIONS SHEET —� THEN DRAWING CHECKED COVER SHEET PROJECT 1 10/26/2022 JJM RECORD DRAWING NOT TO SCA EIS 4 Of 121 NO. DATE BY REVISION PROJECT NO.: 18-2251 SCALE: AS SHOWN DATE: January 2021 U H V) .. U) N w w V oC Q m 0 Q 0 rl N m N 0 N U) N U) �7 3 oC z w (D Q U) N N M 1-1 a) a� V) 0 Q i N (1) V) ra a rl c 0 c a� oC Ln N N i 00 i U N 0 L �I W ME GENERAL NOTES: WATER UTILITY NOTES: 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF PRECONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON. A THE CITY OF RENTON PUBLIC WORKS STANDARD SPECIFICATIONS AND SPECIAL MINIMUM OF FIVE (5) WORKING DAYS NOTICE IS REQUIRED FOR PROVISIONS AND WSDOT / APWA STANDARD SPECIFICATIONS, LATEST EDITION AS SCHEDULING. 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 2. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC CONTRACTOR AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL WORKS DEPARTMENT AND THE LATEST EDITION OF THE ROAD, BRIDGE AND NECESSARY PERMITS PRIOR TO CONSTRUCTION. MUNICIPAL CONSTRUCTION PREPARED BY WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN 2. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED OTHERWISE NOTED. THE CONTRACTOR SHALL CALL 1- 800-424- 5555 TO VERIFY PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION. 3. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL 3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS DATUM 1988 (NAVD 88), AND FOR HORIZONTAL CONTROL SHALL BE NORTH SHALL BE NEW AND UNDAMAGED, AND CATALOG CUTS" FOR ALL MATERIALS SHALL BE AMERICAN DATUM 1983/1991 (NAD 83/91) UNLESS OTHERWISE APPROVED BY APPROVED IN WRITING BY THE CITY OF RENTON PRIOR TO BRINGING ANY MATERIALS THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK ON- SITE. 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. THE CONTRACTOR SHALL POTHOLE AS NEEDED TO CONFIRM THE LOCATION, DEPTH, SIZE, MATERIAL, AND CONFIGURATION OF EXISTING UTILITIES. 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. THE PLAN SHALL BE CONSISTENT WITH THE PROVISIONS FOUND IN THE STATE OF WASHINGTON MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) FOR STREETS AND HIGHWAYS AND WSDOT STANDARD PLANS. 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 6:00 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. 15. THE CONTRACTOR SHALL PROTECT AND SUPPORT AS SPECIFIED ANY AND ALL UTILITIES THAT MAY BE IMPACTED BY THE WORK, INCLUDING BUT NOT LIMITED TO THOSE SHOW IN THE PLANS. /1\ 10/26/2022 JJM RECORD DRAWING NO. DATE BY REVISION 4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWA C 151 AND C 104. 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. ALL DUCTILE IRON PIPES, FITTINGS, AND VALVES SHALL BE RESTRAINED -JOINT PIPE. 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. 10. TEMPORARY WATER SERVICE CONNECTIONS AND RECOMMENDED POLYPIGGING AND DISINFECTION PLAN AS SHOWN IN THIS PLAN SET ARE SCHEMATIC AND REPRESENTS THE MINIMUM WORK ANTICIPATED. THE CONTRACTOR IS REQUIRED TO SUBMIT A FULL TEMPORARY SERVICE AND POLYPIGGING/DISINFECTION PLAN AND PROVIDE TEMPORARY THRUST RESTRAINT CALCULATIONS UP TO THE MAXIMUM TEST PRESSURE. ANY VARIATION OR ADDITION TO TEMPORARY SERVICE PLAN OR POLYPIGGING AND DISINFECTION PLAN SHALL HAVE WRITTEN APPROVAL FROM THE CITY OF RENTON WATER DEPARTMENT. 11. ANTICIPATED TEMPORARY WATER SERVICES, CUT AND CAP LOCATIONS, VALVE AND HYDRANT REMOVAL, AND PIPE ABANDONMENT/REMOVAL INFORMATION IS AVAILABLE IN THE DEMOLITION SHEETS. 12. AT UTILITY CROSSINGS MAINTAIN MINIMUM VERTICAL SEPARATION OF 18" FROM ALL OTHER UTILITIES UNLESS OTHERWISE NOTED, MEASURED WALL-TO-WALL. 13. TEMPORARY 2-INCH WATER SERVICE SHALL BE POLYETHYLENE (PE) PIPE OR APPROVED EQUAL WITH THRUST RESTRAINT AND SHALL BE INSTALLED IN TRENCH WITH 24" OF COVER OVER PIPE. WORK TO INCLUDE ALL CONNECTIONS TO EXISTING WATER SERVICE LINES UPSTREAM OF EXISTING WATER METERS AND ALL REQUIRED FITTINGS. DISINFECTION AND SATISFACTORY PURITY SAMPLES SHALL BE OBTAINED FROM NEW TEMPORARY 2-INCH WATER LINE BEFORE CONNECTION TO EXISTING WATER SERVICES. SURFACE WATER DRAINAGE 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. CONTRACTOR SHALL LOCATE CATCH BASIN GRATES AT THE FACE OF CURB AND SHALL VERIFY INSTALLATION LOCATIONS PRIOR TO CONSTRUCTION. 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. 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. 11. 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. 12. MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4.2.1.A2 OF THE RENTON SWDM. 13. 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. 14. 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. 17. 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. SANITARY SEWER 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 OF ALL CLEANOUTS. 2. PIPE BEDDING 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. 7. LOCATIONS OF SIDE SEWERS SHOWN ARE APPROXIMATE AND MAY NOT REFLECT ACTUAL LOCATIONS. 8. AT UTILITY CROSSINGS MAINTAIN MINIMUM TYPICAL VERTICAL SEPARATION OF 18" FROM WATER AND 12" FROM OTHER UTILITIES, MEASURED WALL TO WALL, UNLESS OTHERWISE SHOWN ON THE PLANS. NOTIFY ENGINEER IF TYPICAL VERTICAL SEPARATION CAN NOT BE MET. 6-INCH ETHAFOAM PAD MAY BE USED IF APPROVED BY THE ENGINEER RESTORATION NOTES: 1. CHANNELIZATION MARKERS SHALL BE REPLACED IN PLACE PER STANDARD PLAN 109 OR AS DIRECTED BY THE ENGINEER. MISCELLANEOUS NON-STANDARD TRAFFIC AND PARKING LINES SHALL BE REPLACED WITH THERMOPLASTIC PAINT. SHUR-CURB TRAFFIC MARKERS SHALL BE REMOVED AND REPLACED. 2. TEMPORARY CHANNELIZATION MARKINGS SHALL BE PER WSDOT STANDARD PLAN K-70.20 OR AS DIRECTED BY THE ENGINEER. 3. ALL SIGNS SHALL BE REPLACED IN PLACE, INSTALLED AS SHOWN ON THE PLANS, OR INSTALLED AS DIRECTED BY THE ENGINEER PER STANDARD PLAN 129. 4. ALL LANDSCAPING IMPACTED BY THE WORK SHALL BE REPLACED IN ACCORDANCE WITH THE SPECIFICATIONS. 5. FOR STREETS WITH PAVEMENT OVERLAY, PROVIDE CROWNED ROADWAY SECTION WITH PEAK IN THE CENTER OF THE STREET AND SLOPE OF 1.5% TO 2.0% OR AS DIRECTED BY THE ENGINEER. R-394905 W-394905 S-3949051 SHEET NOTICE Jim RECORD DESIGNED RENTON DOWNTOWN 0 /Z 1 BAW DRAWINGS N44® UTILITY GENERAL AND EROSION CONTROL DRAWN NOTES G - 5 IF THIS BAR DOES SEE NOTE ON murraysmirth'� IMPROVEMENTS NOT MEASURE 1" TTT THEN DRAWING IS CHECKED COVER SHEET PROJECT NOT TO SCALE 5 of 121 PROJECT NO.: 18-2251 SCALE: AS SHOWN DATE: January 2021 SEE SHEET SS-27 FOR CONTINUATION CONSTRUCTION NOTES: C'7 N U N U) J N z O V) rY w w w w r-, J w Q 0 M M N O N \ O V) 0 70 U) U) N N a� Q i N a� ra a rz 0 c 0 +J c NO Ln N N i 00 U a� 0 �I w I� J 50 45 iO 35 30 25 20 15 RECORD DRAWINGS SHOW CONTRACTOR SURVEYED STRUCTURE LOCATIONS AND ELEVATIONS. THE ORIGINAL DESIGN LOCATIONS AND ELEVATIONS ARE INDICATED WITH STRIKETHROUGH TEXT. REFER TO CONTRACT DOCUMENTS FOR ADDITIONAL 00 00 DETAILS n � � PLAN 0 10 20 40 60 SCALE: 1"=20' SIDE SEWER TABLE SIDE APPROX COORDINATES SEWER NO.* ADDRESS STATION OF CO OR CPLG AT MAIN 144 RAINIER A1+46 N:178687.07 AVE S E:1298388.43 �2 100 S 2ND ST A3+26 N:178678.19 E:1298568.38 RIM 29.54 IE 24.7 E, 8" CPP IE 20.7 S, 24" CPP IE 20.9 N, 24" CPP IE 25.1 W, 8" CONC IE 25.3 W, 8" CPP S�MH 31654 O 00 aN [-..v) w W w zv) w J w U a SIDE SEWER TABLE SIDE APPROX COORDINATES SEWER NO.* ADDRESS STATION OF CO OR CPLG AT MAIN 101 S 2ND ST SEE SS-13 E: *SS NO. SPECIFIC TO THIS SHEET Z) C7 Z) U) U) X _V) X X w w w 0 -----__ EXIST GR @ (D N ROW CL N II a + --- cn --_ — -- � X � X � w a QN — — W W ' ul — — — — — — — w --- -- _ w w s LFg„SD ----- ---- ---- z� 161 LF 8" SD R 35 SS U � SSMH #1 SSMH #2 10 @ SLP_3 po 70 9TYP Q 10 STA AO+31, 30' LT-zz8-'-E- STA A0+7 18' RT +6' R;= 9-44* RIM=41.82 G , RIM=39.74 337 LF 8" C900 SS @ SLP=0.4% IE(IN)8"(SW)=32.90 IE(IN)8"(NW)=30.06 SSMH #3 10 33 IE(OUT)8"(SE)=32.80 32-64 IE(OUT)8"(E)=29.86 3$$& STA A2+36, 16' RT 0 RIM=33.78 IE(IN)8"(W)=25.09 24.S z PROTECT W/ DENSE FOAM IE(IN)8"(N)=25.00 24-5F CUSHION IE(OUT)8"(E)=24.83 ; AO+00 AO+20 AO+40 AO+60 AO+80 A1+00 A1+20 A1+40 A1+60 A1+80 1\ 110/26/20221 JJM RECORD DRAWING NO.1 DATE I BY A2+00 A2+20 A2+40 PROFILE SCALE: 1"=20' HORIZ, 1"=5' VERT A2+60 A2+80 A3+00 A3+20 A3+40 A3+60 A3+80 A4+00 A4+20 A4+40 A4+60 A4+80 NOTICE Jim RECORD 0 Yz 1 DESIGNED DRAWINGS BAW DRAWN murraysmirth IF THIS BAR DOES SEE NOTE ON NOT MEASURE 1" TTT THEN DRAWING IS CHECKED COVER SHEET NOT TO SCALE EA RENTON DOWNTOWN o UTILITY IMPROVEMENTS PROJECT O1 CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-5 O2 PROPOSED SEWER MAY HAVE CONFLICT OR SEQUENCE CONSTRAINT WITH EXISTING UTILITY TO BE ABANDONED, CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO MAINTAIN THE FUNCTIONALITY OF THE EXISTING UTILITY UNTIL SUCH TIME AS IT CAN BE ABANDONED Og REPLACE SURVEY MONUMENT PER CITY STD DETAIL H031 AS REQUIRED FOR CONSTRUCTION 10 NEW SSMH AS SHOWN PER CITY STD DETAIL 400.11 4011 AND 106 12 NEW SANITARY SEWER PIPE PER CITY STD DETAIL 405 13 SIDE SEWER PER CITY STD DETAIL 406.1, 406.2, AND/OR 407, INSTALL CO IF SHOWN 15 CONNECT EXIST PIPE TO NEW PIPE W/ CPLG, SEE DETAIL 2, SHT SS-42 50 45 .0 35 30 25 ac 15 S2ND ST SEWER PLAN & PROFILE STA AO+00 TO STA A4+80 S-394906 SHEET 50 of 121 so REVISION PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: JANUARY 2021 N CL U a) U) J Ln N z O U) w w w w r-, J W Q O M M N O N O N un U) O 70 U) U) N N Ln a� a� v7 0 Q U N a� ra a a c 0 c ry N N i 00 11 U a) 0 L �I w CONSTRUCT 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 1' DEEP TO TOP OF VAULT CORE DRILLED FOR PIPE AT 6'-6" DEEP M M 35 30 25 20 15 10 O 00 � Q un Q w w LU unz w J V) = U Q ---------- TAP CONDUIT INTO EXIST SPU RECTIFIER STRUCTURE SS _ I AT&T CRITICAL SIDE SEWER TABLE SIDE APPROX COORDINATES SEWER NO.* ADDRESS STATION AT OF CO OR CPLG MAIN 200 S N: 178672.65 A5+74 2ND ST E:1298816.39 SEE SS-14 E: 2 D ST *SS NO. SPECIFIC TO THIS SHEET RIM 30.83 SSMH 2146� vvr- - - -- xuhj--- - - - - Jhl - - I IU�P_X- PLAN 0 10 20 40 60 SCALE: 1"=20' PROTECT NEW WATER LINE AS NECESSARY DURING CONSTRUCTION RECORD DRAWINGS SHOW CONTRACTOR SURVEYED STRUCTURE LOCATIONS AND ELEVATIONS. THE ORIGINAL DESIGN LOCATIONS AND ELEVATIONS ARE INDICATED WITH STRIKETHROUGH TEXT. REFER TO CONTRACT DOCUMENTS FOR ADDITIONAL DETAILS M N 2 u a a d U) l0 N 2 H (D ,Ni w X ,--I N W XU) EXIST GR @ P X w W ROW CL w w w 00 O — — — — — — — — — — — — — — — — — — — — — — ON ----- U �— U) LU w � F- w (n = O 12 P T u') U I Q 3966 LF 8" � C900 SS @ SLP=0.4% SSMH #4 10 3 Q STA A5+73, 17' RT ' RIM=30.86 IE(IN)8"(W)=23.43 23-48 IE(OUT)8"(E)=23.27-zR3-86 IE(IN)8"(N)=23.48 29-18 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 1\ 110/26/20221 JJM IRECORDDRAWING NO. DATE BY PROFILE SCALE: 1"=20' HORIZ, 1"=5' VERT NOTICE Jim RECORD 0 Yz 1 DESIGNED DRAWINGS BAW IF THIS BAR DOES DRAWN SEE NOTE ON NOT MEASURE 1" TTT murmt ra THEN DRAWING IS CHECKED COVER SHEET YSMih NOT TO SCALE EA RENTON DOWNTOWN o UTILITY IMPROVEMENTS PROJECT CONSTRUCTION NOTES: O1 CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-5 O2 PROPOSED SEWER MAY HAVE CONFLICT OR SEQUENCE CONSTRAINT WITH EXISTING UTILITY TO BE ABANDONED, CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO MAINTAIN THE FUNCTIONALITY OF THE EXISTING UTILITY UNTIL SUCH TIME AS IT CAN BE ABANDONED O4 SPU CONDUIT AND APPURTENANCES SHALL BE INSTALLED FOR FUTURE CATHODIC PROTECTION SYSTEM (BY OTHERS), SEE DETAILS, SHT CP-2 O8 REPLACE SURVEY MONUMENT PER CITY STD DETAIL H031 AS REQUIRED FOR CONSTRUCTION 10 NEW SSMH AS SHOWN PER CITY STD DETAIL 400.1, 4011 AND 106 12 NEW SANITARY SEWER PIPE PER CITY STD DETAIL 405 13 SIDE SEWER PER CITY STD DETAIL 406.1, 406.2, AND/OR 407 AND CO IF SHOWN e 35 25 c 15 10 S2NDST SEWER PLAN & PROFILE STA A4+80 TO STA A9+60 S-394907 SHEET SS-2 51 of 121 .. REVISION PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: JANUARY 2021 • N i r U N V) J N z O V) w w w w J w (10 0 M N 0 N 0 M i U7 al U) Ln N N i L0 a) v 0 Q U i N a) L0 ra a a 0 c 0 c ry N N i 00 U L �I w s1 35 30 25 20 15 10 5 SSMH 5330 RIM 32.21 m CB 62819 RIM 32.22 E 29.6 S, 6" CONC SSMH 62818 SDMH 6821148 SSMH 62147 400 IE 20.5 E,W ® CL 29.2 E, 12" CPP �� RIM 32.55 RIM .1 S, 400 RIM 31. RIM 32.38 IE 26.4 E, W @ CL IE 31.1 S, 6" CONC IE 27.5 SE,NW ®CL, IE 20.5 N IE 20.8E p, _34-34- IE 20.8 S I - W - - 0 -. - =� W CB 62448 15 o RIM 32.12 ® �00� cn I _33�.3N,6"CONC ----- ---- EXISTING SSMH - - - - - 33_--Tf---- T - - - - -T - �- - __-_. -.-�- -T w KEPT IN PLACE - - P -� G� = - .- - --TYT�P- - - - - _ W v/ _ �z ' u � J D I [ ) V W bit oa 'Ir - . • .lmqw�IIIIIIII� OIL _-_ ti■ .RAJ _. �s - -_- _ - o �,SS Wow - if --- • 1 1 f� s • ■ - •W611 2 1.] 1 1 1 • D.T91TITA JL -STAA9+75,28'RI �ISSMH #6 - ■ . - �� f IF ■ ■ �� •+■1 ■ ■ now �. 11-7 CITY ROW • 87. RT 12' Ll�j4 1" MH FRAME : COVER 1 _� + 4: . . . • CRITICAL FIBER OPTIC, • =�'.i !� * _ • C ■ ■ 11IR ;F=7x-- �-IN-PLACE PER 1-07.17� I r• _ .., .� tYl..,. - .•.ii •, Ic, �l,CPMH #2 Ilm VM1 IE 28.3 28.8 N, 6 CO 1-30 MH FRAME & COVER - IE 28.4 NE, 4' CONC c FOR CONTINUATION FOR CONTINUATION SEE SHEET SS-15 PLAN SEE SHEET SS-19 RECORD DRAWINGS SHOW CONTRACTOR SURVEYED STRUCTURE LOCATIONS AND ELEVATIONS. THE ORIGINAL DESIGN LOCATIONS AND ELEVATIONS ARE INDICATED WITH STRIKETHROUGH TEXT. REFER TO CONTRACT DOCUMENTS FOR ADDITIONAL DETAILS 0 10 20 40 60 SCALE: 1"=20' CB 63513 RIM 32.22 IE 29.9 W, 6" CONC SIDE SEWER TABLE SIDE APPROX COORDINATES SEWER NO.* ADDRESS STATION AT OF CO OR CPLG MAIN SEE SS-15 E: 2ND ST SEE SS-15 E: 2ND ST 2ND ST SEE SS-15 E: v1 I- u N ' : o M U) u - : U) o U=M N N N >an U H X w � EXIST GR @ ,� II Z w > Z) � II w > o6 U) ROW CL a Oa' '-' V) c~n c~_n U) LO, U) U) , J) a O X w a X w X w X w[7 X w X� w a- a w wl w - - - - - - - --- - - - - --- - - - - - - - - --- - - - - -- --- - - -- - - - - --- - - - - - - - - --- - - - - --- - - - - - - - - - - - - - z -- - - - A - I L - --- - - - - --- - - - - - - - - --- - - - - - Q0 o p + + 0) rl N Q Q w (!� w = W 12 TY Lu U) z 328 LF 8" C900 SS @SLP=U o z w J w 312 LF 8" SDR � w J 35 SS @ SLP=0.6% = SSMH #6 10 _ uSTA A9+75, 28' RT A9+�CR � u Q RIM=32.50 32.89 Q IE(IN)8"(S)=21.65 zzA-.8,, SSMH #7 10 IE(OUT)8"(E)=21.29 28.54 STA Al2+87, 28' RT RIM=33.07 33.-3. IE(IN)8"(W)=19.50 +9-2t (BEHIND) EXISTING MA HOLE IE(IN)8"(E)=19.45 +9.2+ STA A9+72, 12' LT IE(OUT)8'(S)=19.45 +9-+I- RIM = 3 2.313z'--�G IE(IN)8"(W)=21.88 z` +.42 IE(OUT)15"(E)=21.23 26-.-88 A9+60 A9+80 A10+00 A10+20 A10+40 A10+60 A10+80 A11+00 A11+20 A11+40 A11+60 A11+80 Al2+00 Al2+20 Al2+40 Al2+60 Al2+80 A13+00 A13+20 A13+40 A13+60 A13+80 A14+00 PROFILE SCALE: 1"=20' HORIZ, 1"=5' VERT 1\ 110/26/20221 JJM I RECORD DRAWING NO. I DATE I BY NOTICE Jim 0 Y2 1 DESIGNED BAW DRAWN IF THIS BAR DOES NOT MEASURE 1" TTT THEN DRAWING IS CHECKED NOT TO SCALE RECORD DRAWINGS SEE NOTE ON murra sm� COVER SHEET RENTON DOWNTOWN o UTILITY IMPROVEMENTS PROJECT m 35 30 25 20 15 10 5 CONSTRUCTION NOTES: O1 CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-5 O SPU CONDUIT AND APPURTENANCES SHALL BE INSTALLED FOR FUTURE CATHODIC PROTECTION SYSTEM (BY OTHERS), SEE DETAILS, SHT CP-2 10 NEW SSMH AS SHOWN PER CITY STD DETAIL 400.1, 401, AND 106 12 NEW SANITARY SEWER PIPE PER CITY STD DETAIL 405 15 CONNECT EXIST PIPE TO NEW PIPE W/ CPLG, SEE DETAIL 2, SHT SS-42 SIDE SEWER TABLE SIDE APPROX COORDINATES SEWER NO.* ADDRESS STATION AT OF CO OR CPLG MAIN SEE SS-15 E 2ND ST : SEE SS-15 E 2ND ST : 400 S N' 2ND ST NIC E: *SS NO. SPECIFIC TO THIS SHEET S2ND ST SEWER PLAN & PROFILE STA A9+60 TO STA A14+00 S-394908 I SHEET SS-3 52 of 121 no REVISION PROJECT NO.: 18-2251' SCALE AS SHOWN I DATE: JANUARY 2021 I N ri7 U V) M N z O V) w w w w w r, J w Q O M M N O N O U) 0) 3 70 V) Q N N M 4-+ N N U7 r) Q U i N a� r� a a 0 0 ry N N i 00 U L �I w O O M Q L w w = W L' z w � w J v7 2 U Q ►7 CB 63332 / I 1-JU" lvlH I-KHlvlt tk I.UV RIM 32.66 IE 29.2 W, 12" CONC IE 29.2 E, 12" C-"- IE 30.3 N, 6" M IE-30.69 RECORD DRAWINGS SHOW CONTRACTOR CONFIRM SIDE SURVEYED STRUCTURE LOCATIONS AND SEWER PRIOR ELEVATIONS. THE ORIGINAL DESIGN TO CONSTRUCTION LOCATIONS AND ELEVATIONS ARE INDICATED WITH STRIKETHROUGH TEXT. REFER TO CONTRACT DOCUMENTS FOR ADDITIONAL DETAILS 45 i N 35 30 25 20 15 10 IE 28.7 E,W @ CL IE 29.1 N IE 29.2 SE CB 66950 IE 31.0 W, 6" CONC FOR CONTINUATON SEE SHEET SS-21 PLAN 0 10 20 40 60 SCALE: 1"=20' SSMH 66949 RIM 34.36 IE 29.4 E,W ® CL 1-30" MH FRAME & COVER SIDE SEWER TABLE SIDE APPROX COORDINATES SEWER NO.* ADDRESS STATION AT OF CO OR CPLG MAIN 419 S N: 178534.22 A14+31 2ND ST E:1299675.40 SEE SS-21 E: 2ND ST 36. p bLUl.K VVHLL SIDE SEWER TABLE SIDE APPROX COORDINATES SEWER NO.* ADDRESS STATION AT OF CO OR CPLG MAIN 511 S N: 178S3S.7S 2ND ST A17+71 E:1300002.42 D1 513 S A17+82 N:178539.10 2ND ST SSMH #10 E:1300016.18 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+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 1\ 110/26/20221 JJM I RECORD DRAWING NO. I DATE I BY PROFILE SCALE: 1"=20' HORIZ, 1"=5' VERT NOTICE Jim RECORD 0 Y2 1 DESIGNED DRAWINGS BAW IF THIS BAR DOES DRAWN SEE NOTE ON NOT MEASURE 1" TTT murmt ra THEN DRAWING IS CHECKED COVER SHEET 7SMlh NOT TO SCALE EA RENTON DOWNTOWN o UTILITY IMPROVEMENTS PROJECT CONSTRUCTION NOTES: OCONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-5 O2 PROPOSED SEWER MAY HAVE CONFLICT OR SEQUENCE CONSTRAINT WITH EXISTING UTILITY TO BE ABANDONED, CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO MAINTAIN THE FUNCTIONALITY OF THE EXISTING UTILITY UNTIL SUCH TIME AS IT CAN BE ABANDONED O4 SPU CONDUIT AND APPURTENANCES SHALL BE INSTALLED FOR FUTURE CATHODIC PROTECTION SYSTEM (BY OTHERS), SEE DETAILS, SHT CP-2 10 NEW SSMH AS SHOWN PER CITY STD DETAIL 400.1, 401, AND 106 (lD2 NEW SANITARY SEWER PIPE PER CITY STD DETAIL 405 13 INSTALL SIDE SEWER PER CITY STD DETAIL 406.1, 406.21 AND/OR 407 AND CO IF SHOWN 45 EN 35 30 25 20 15 10 S2ND ST SEWER PLAN & PROFILE STA A14+00 TO STA A18+80 S-394909 SHEET SS-4 53 of 121 so REVISION PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: JANUARY 2021 11••. N U V) U) N z O Ln IL IL w r, J w a O M M N O N 0 Ln U) a U) N N a� a� V) a U N Q) ro a a 0 c 0 c Ln N N i 00 Ln w U L �I w 50 45 .M 35 30 25 20 15 SDMH 67580 RIM 36.83 IE E, 6' CONC IE 30.8 N, 24" CMP IE 30.6 S, 24" CMP IE 32.8 W, 12" CPP CB 67576 RIM 36.43 IE 33.5 E, 12 UFF WOOD DECK UNKNOWN CONNECTION uu I you uq uu u 4 uu - --T- -- T-I-I--+� 1-- ss. 10 STA A19+95 5' LT_ - SS - _G_ SSMH#11 G1 1 1-48" MA M H ...-. SS .-.- -.: ss -�- �- - - - - - - - - I I I----A20+00� . . . . . . I CRPL #3 66" STL I ICI 1 .5/t- -------------- - 15 -----12"STAA19+90 2'LT-- - 121'WWTDI- CPJB #7 d I I 1 I COORDINATE CP STRUCTURE LOCATION WITH I I ENGINEER AS NEAR AS PRACTICAL TO THE EDGE OF RESTORATION EXTENTS Cn 1 SDMH 67608 w uJ I RIM 36.81 IRT \ /� IE 32.2 S, 18" CMP IE 31.4 E, 24" CMP SPIKE 102 , IE 31.4 N, 24" CMP z I IE 33.9 SW, 8" METAL I Qi 1 L / (� I SSMH 67820 �I IE 30.3 N S @ CL ® �I SIDE SEWER TABLE SIDE APPROX COORDINATES SEWER NO.* ADDRESS STATION AT OF CO OR CPLG MAIN 526 S 2ND N' NIC ST E: 205 LOGAN NIC N' AVE S E: B 67579RIM 36.48 I N, I IM34 9 W, 6" CONC I cn U) SSM 11722 t W► SMH 67611 SSMH #32, U) � RIM 38.40 SEE SHT SS-22 I IE 2.1 S,E-W @ CL 12" CONC _ IM 37.06 150 E27.9E,W@CLI Aft IE 30.4 S I I I ' KING COUNTY INTERCEPTOR cTL . ' 12'x8.5' � I IE 30.3 Ni TIE-IN, SEE DE T SHT SS-40 C 51x6' \ J) CB 11711 IE 29.2 SW CB 67741 UCT I RIM 37.88 RIM 37.70 ` IE 36.5 W, 6" CONC SSMH 67610 IE 33.9 NE, 6" CONC DUCT 13 9 IE 36.5 E, 6" CONC tE 29•.9 E,' W @ CL ` SSMH 11881 ` \ DU T UCT � IE '30.2'N T \ I \ 1 SSMH 12322 • ' RIM 38.02 v� tE 30.2 S' IE 29.7 SE-W @ CL 18" CONC � T _ N c) I RIM 31.73 . IE 30.0 E, 8" ABANDONED - - x ll IE 32.0 S,E-N @ CL 12' CONC - - - - �DUC� �'�I ln I T DUCT -_ =-T T -T _ T---- T-=-T=-=UG T= G _ T----T `oo �- -- UG _ -- DUCT I DUCT x- - - cU) AT&T HH 463 --��- -T----- T----- T----- T--i�DUCTT -- --T-- DUCT ---- , DbT DUCTN. _ T- --- I T TI I i - SS - - - - - SS - - - - - SS S 2ND ST - - -- S-----SS -_, -- T- -T-- ��------ LT___ I 1I c�STAA23+25 2'LT_ DUCT - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CTL MH, � 5'x12'x8.5' 15 T r - G- - - - - G- - - - - G- - - - - G- - - - - G- - - i.� .- G- - - - G- -.- -•-•� - - - - G- - - I �G8 _ _ 11 CPJB #8 �. s° . 8" C900 SS � _ _ G I COORDINATE CP STRUCTURE LOCATION nrAug CE R 2"PVC CONDUIT 4 WITH ENGINEER AS NEAR AS PRACTICAL TO A21+00 APPROXIMATES` $ A22+00 W A23+00� - A23+40 THE EDGE OF RESTORATION EXTENTS ��----- - - - - - - - - - - - - - - - - - - - - �------------------- - - - - - - L- __ ________ --'-_ _ 1 CRPL #3 66' STL � # STL CRPL #3 66" STL � � � - - --------- _ ------------ --- SD-----SD SD - - - - - SD - - - - Sp ------ -------------- -- --SD -SD �-12"W DID----12" DI-�---12"W I---12"W ---- Sa��---SD - - -- 1 a -12" DI - -- 1-2W DI - -- SD12"W 1- - 12"W �-- ----_ PIKG - P _ - '-- - _ _ U = UGP = = � - GP- - II -- - P - - = �G - I T I ��` - UGP- - - - _U P P , 82 UO I 3$ SDMH 12317 �� r LLJ RIM W-NW: 12" CONC E W; 18 C C NW O_ E 34.4 E, 18" CONC 655 ~*► � � SDMH 12319 1 Q - � � �p / IE 33.4 W, 18" CONC RIM 38.34 U 1 _ - UGP ( STA A23+19 7' LT 11 TION OF ALL SPU IE 32.1 E, 18" CI(�NC 1 f SSM H # 12 IVER PIPES APPR( PROTECT 12" SPU WATER IN PLACE, r IE N/A, W, IN ES IBLE I I "I DO NOT ALLOW EXIST PEA GRAVEL 24" IRON PIPE NE- II LLI I I M I I 1-72" DIA MH CB 67818 BACKFILL TO UNRAVEL BACKFILL PIPE ` RUNNING THROUGH TCR z o I RIM 36.39 ' I I O IE 33.4 S, 18" CPP BEDDING PER SPU STD PLAN 350 CB 12088 IE 33.8 N, 6" PVC I CB 119I I RIM 38.11 50 1 cn IE 35.7 E, 6" CONC RIM 38.37 1� I III � t I I IE 35.1 W, 12" CONC IF 35.6 NE. 12" CON I --,I SIDE SEWER TABLE SIDE APPROX COORDINATES SEWER NO.* ADDRESS STATION AT OF CO OR CPLG MAIN 655 S 2ND NIC N' AVE E: 150 LOGAN NIC N' AVE S E: *SS NO. SPECIFIC TO THIS SHEET CONC MON IN CASE PLAN REESTABLISHED PER DNR PERMIT 7373-18" T x 6" W 0 10 20 40 60 RECORD DRAWINGS SHOW CONTRACTOR SURVEYED STRUCTURE LOCATIONS AND SCALE: 1"-20' ELEVATIONS. THE ORIGINAL DESIGN LOCATIONS AND ELEVATIONS ARE INDICATED WITH STRIKETHROUGH TEXT. REFER TO CONTRACT DOCUMENTS FOR ADDITIONAL DETAILS O O w U U o�S � LU z a a (D Ln�--� H a V) � EXIST GR @ II-- (n o = "t V) X ROW CL '-' Xo C0 II w x w w w ,� w w - --- -------- - ---- ----- --------- w---------- l 0 12 TYP 0 324 LF 8" C900 SS @ SLP=0.5% Q SSMH #12 11 STA 7' LTr5' LT A23+19, SSMH #11 10 RIM=38.67 IE(IN)8"(W)=28.25 28--4t STA A19+95, 5' LT IE(IN)12 z�(E)=31.903--88 RIM-37.14 �� IE(IN)8 (S)=31.90 33-�� IE(IN)8"(S)=30.09-3�8.28 IE(OUT)12'(N)=28.15zz8-.-9+ IE(OUT)8"(E)=29.80 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 PROFILE SCALE: 1"=20' HORIZ, 1"=5' VERT 1\ 110/26/20221 JJM I RECORD DRAWING NO. DATE BY NOTICE Jim 0 Y2 1 DESIGNED BAW DRAWN IF THIS BAR DOES NOT MEASURE 1" TTT THEN DRAWING IS CHECKED NOT TO SCALE RECORD DRAWINGS SEE NOTE ON murraysmi COVER SHEET i RENTON DOWNTOWN � UTILITY � IMPROVEMENTS PROJECT 50 45 .m 35 30 25 20 15 r n ICI qT P I I rTT C) ICI ICI C)T F q O1 CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-5 O4 SPU CONDUIT AND APPURTENANCES SHALL BE INSTALLED FOR FUTURE CATHODIC PROTECTION SYSTEM (BY OTHERS), SEE DETAILS, SHT CP-2 O8 REPLACE SURVEY MONUMENT PER CITY STD DETAIL H031 AS REQUIRED FOR CONSTRUCTION 10 NEW SSMH AS SHOWN PER CITY STD DETAIL 400.1, 4011 AND 106 11 NEW DROP SSMH AS SHOWN PER CITY STD DETAIL 400.1, 4011 402.21 AND 106 12 NEW SANITARY SEWER PIPE PER CITY STD DETAIL 405 15 CONNECT EXIST PIPE TO NEW PIPE W/ CPLG, SEE DETAIL 2, SHT SS-42 S2ND ST SEWER PLAN & PROFILE STA A19+20 TO STA A23+40 S-394910 SHEET SS-5 54 of 121 no REVISION PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: JANUARY 2021 N i u N V) J N z O w w w w J w O M M N O N I O ,-1 ,-1 ,-1 u7 u7 Ln N N i L0 a v 0 Q i N a� ra a a 0 c 0 c ry N N i 00 u a) 0 L �I w 35 30 25 20 15 10 5 SSMH 2183 / CB 14138 (136074) 33.07 RIM 32.18 ° U O RIM IE 30.4 W, 12" CONC IE 25.5 N,W-E ®CL SDMH 14140 (136076) IE 30.4 E, 8" IRON CB 10233 (5000 CD O i 60 RIM 34.33 NW, 12" CONC B 14139 (136075) 3 . 0 IE 32.4 IE 31.5 N, 12" PVC IE 30.9 W, 12" CONC IE 30.8 E, 12" CONC — — — — — — — — IE 29.7 W, 8" IRON IE 29.7 E, 8" IRON T — IE 31.3 W, 12" CONC IE31.2E,12"CONC —__—UGP--- T L— J _— = _--°T -- GP= �\ T—.Y--tee'--T SEE SHEET SS-28 FOR CONTINUATION I ° — D ---�—s Q iNC — -� _ —_ — — _ _ — SD Z— — — SD — •— SD. SS — — — SS II -- SS -- -- sS •., 10STAC1+82 31'LT 10STAC2+56 37'LT • •_'_�_-- Ss .... ... .... SSMH#13 i SSMH #38 1-60" DIA MH c ss — — - 1-48" DIA MH I - 1 •.. .••• SUNSET gL_ — — ... ... . .... .... � , Sw V — — — C2+00 STA ezRT I 1 STA C2+53, 2V RT CULVERT ACCESS ' ' ' ' ' ' ' • .. • • • • ' ' — — — — _ VAULT, SEE SHT SD-51 't 30 KB-19 c- ,� rA u � � � 1 I �\ �IIR iC� �� ♦ � GROU 45 1CI3 1040300068 i IRON SSMH- �= I IE 12' CLAY Nag � r • SIDE SEWER TABLE SIDE APPROX COORDINATES SEWER NO.* ADDRESS STATION OF CO OR CPLG AT MAIN 275 RAINIER NIC N' AVE S E: 101 SW NIC N' SUNSET BLVD E: SIDE SEWER TABLE SIDE APPROX COORDINATES SEWER NO.* ADDRESS STATION OF CO OR CPLG AT MAIN 53 SW N' SUNSET BLVD NIC E: 307 RAINIER N' AVE S NIC E: *SS NO. SPECIFIC TO THIS SHEET PLAN 0 10 20 40 60 SCALE: 1"=20' IN r n nl CTQ I I r -rT n nl nl n- C■ O1 CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-5 10 NEW SSMH AS SHOWN PER CITY STD DETAIL 400.1, 4011 AND 106 12 NEW SANITARY SEWER PIPE PER CITY STD DETAIL 400.1, 405, AND 106 15 CONNECT EXIST PIPE TO NEW PIPE W/ CPLG, SEE DETAIL 2, SHT SS-42 RECORD DRAWINGS SHOW CONTRACTOR SURVEYED STRUCTURE LOCATIONS AND ELEVATIONS. THE ORIGINAL DESIGN LOCATIONS AND ELEVATIONS ARE INDICATED WITH STRIKETHROUGH TEXT. REFER TO CONTRACT DOCUMENTS FOR ADDITIONAL DETAILS n � a M 0 (D >M > 0 > EXIST GR @ ROW CL w II w � w � X X w w w w - - - - - w - - w - w - - - - - - - - - - - - - - - -- - - - - - - - - --- - - - - - - - - - - --- - - - - - A - - - - - - - - -- - - - - - - - - - --- - - -- - - - - - - - - - --- 00 _ _ — g--Yp �) + F— U� 80 LF 18" PVC SS „ @ SLP=1.9 %F u (/) w - 62 LF 24" PVC SS Lu u' 10 SSMH #13 @SLP-1•6% Z � r., I A ' LT-STA C2+62, 38' LT 279 LF 24" PVC SS @ SLP=1. i % w -i Lu RIM=31.95 3249 SSMH #14 10 = U) IE(IN)18"(W)=23.9023.93r STA C3+06, 6' RT 4L RT u IE(IN)8"(N)=25.45 9 RIM=31.79 B+.95 Q IE(OUT)24"(SE)=23.45 SSMH #38 10 IE(OUT)12"(E)=25.50 IE(IN)24"(NW)=22.45 IE(OUT)24"(E)=22.37 STA _ . __ STA C1+83, 31' LT RIM=32.32Bi!.6F IE(IN)12"(W)=26.50 IE(OUT)18"(E)=25.40 CO+00 CO+20 CO+40 CO+60 CO+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 PROFILE SCALE: 1"=20' HORIZ, 1"=5' VERT 1 10/26/2022 JJM RECORD DRAWING NO. I DATE BY NOTICE JJM RECORD 0 Y2 1 DESIGNED DRAWINGS BAW DRAWN murraysmi IF THIS BAR DOES SEE NOTE ON NOT MEASURE 1" TTT THEN DRAWING IS CHECKED COVER SHEET NOT TO SCALE i RENTON DOWNTOWN o UTILITY IMPROVEMENTS PROJECT 35 30 25 20 15 10 5 S3RDST SEWER PLAN & PROFILE STA C0+00 TO STA C4+80 S-394911 SHEET 55 of 121 no REVISION PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: JANUARY 2021 SEE SHEET SS-12 FOR CONTINUATION CONSTRUCTION NOTES: O) C'7 N r�7 u N N z O w w w w J w (10 O M N O N O ,-1 ,-1 u) U) Ln N N i L0 a� v 0 Q U i N ru L d d 0 c 0 c a� ry N N i 00 u a) 0 L �I w 35 30 25 20 15 10 5 (178159) CB 184 5 (113735) 2" HDPE RIM 30. 7 2" METAL IE 2 .4 S, 8" CONC 8" METAL �8" METAL /GQ GP \: 250 CB 18707 (141561 I RIM 30.76 \ IE 29.1 W, 8" PVC CB 18485 (113734) \ I NM 31.12 \ I IE 29.8 S, 8" CONC 112 jI o 112 -31 DTI 0" DT12" PINE14" 0 /R HAI.LS33125 IPINE� �� SS C�1 t \ J-�o AiS DT14" V 32-INE18" 3Z� pCT 00 -32 - P `0_ r�--}-c_ t t t 00 -- =.T GP-J-\� UG -.- -----UGP== _= GP= MAP a4 P- ��a--UGa - - --UGP-----U MAP2 �IGF�=-. MAP6a -�-32- + 4 -- T - -- -- - - --- - --� I-- ° 4° - - -3 - _ _ __ a - - --- - --- _ _ I - - - 74 O� IZI- U 12"C90 1 12"C900 SD �- 1 I �' `� 1 1 12"C900 SDI ■ 12"C900 SD U v) I, „ I-_ „ I S3RD ST ____ „I acn - - 17` W DI - - - - - 1 W DI - - - - 12 W DI - - - - - 12 WADI - - - - - 12 W D - - - - - 12 W DI J - - 12 W DI - - - - - 1 Z- YV �, - - - 12 W DI - - - - - 12 W DI - 12' W DI - - - - - 12 W 12 W DI - - - - - 12 W DI - - - - w C5+00 I C6+00 I C7+00 I C8+00 Lu Lu co-32, � C9+00 a � w II - II Ln w Lu Z • \ • 24" C900 SS I 24" C900 SS I Z w Lu I II J w _ \ 110 STA C5+85 6' RT G G G I G G G 0 82 - G I G = U 1 60H IA MH I I f T T T- KB_16 f T - U _ i ipp- Q ® -UGP° ° a±--l- --- --_ - - =fi _ _ = _- - - ---_ _ -UG - - 11II - _ T4" °a . - U `� ". �FIKE`1� 32 DT20 '6T4" 144 SDMH 18172 (135878) RIM 31.06 - 18 6 AL /'0300 I 107 SDMH 18144 (135877) 111 6 IE 2 C FF=32.14 1 DT4" �E 23.3 E, 8" CONC RIM 31.36 COORDINATE WITH IE 23.1 NW, 12" METAL IE 26.2 N, 8" CONC GAS UTILITY CB t I IE 24.9 E, 8" CONC RIM I IE 24.6 A 8" CONC i 115 125 IE r , I SIDE SEWER TABLE SIDE APPROX COORDINATES SEWER NO.* ADDRESS STATION OF CO OR CPLG AT MAIN 300 RAINIER NIC N' AVE S E: 107 S 3RD ST NIC N' E: CB RIM PVC IE 8" PVC NE=28.21 I \ BOTTOM=27.3 TOP MUCKI C Gco I I I \ I I I J 0 - I I II I CB 187 141564) STORM VAULT IE 28.7 E, VC I I WITH WATER SEPARATOR IE 28.3 NW, 8" I RIM 31.2 o B I IE " PVC,S=27.34 RIM=31.18 6" PVC N=27.24 I IE 6" PVC E=28.781 I C IM=31.69 IE 6" PVC N&S=28.1 RIM 31.17 °C I IE P `�27.7 DT I 29.4 W PVC_ 6•4 -- as - - - -I- asp- - - I SIDE SEWER TABLE SIDE APPROX COORDINATES SEWER NO.* ADDRESS STATION OF CO OR CPLG AT MAIN 111 S 3RD ST NIC N' E: 125 S 3RD ST NIC N' E: *SS NO. SPECIFIC TO THIS SHEET PLAN 0 10 20 40 60 SCALE: 1"=20' O1 CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-5 10 NEW SSMH AS SHOWN PER CITY STD DETAIL 400.1, 401, AND 106 12 NEW SANITARY SEWER PIPE PER CITY STD DETAIL 405 RECORD DRAWINGS SHOW CONTRACTOR SURVEYED STRUCTURE LOCATIONS AND ELEVATIONS. THE ORIGINAL DESIGN LOCATIONS AND ELEVATIONS ARE INDICATED WITH STRIKETHROUGH TEXT. REFER TO CONTRACT DOCUMENTS FOR ADDITIONAL DETAILS d d U-) N rV i v7 Lnn Lr) EXIST GR @ Ln c~ Ln � V) V) '-' w '-' � x x X x ROW CL x x x x x x x w w w w w w w w w w x w O co + 0 0 0 O IZI- 0 �U + a00 w U-) ' � LuLu 12 TYP U-) Ln cn w w J Lu= U) U 538 LF 24" C900 SS @ SLP=0.1% J Lu Q SSMH #15� w _ � 10 STA C5+85, 6' RT u RIM=31.32 3+.48r Q IE(IN)24"(W)=19.28 +9.++ IE(OUT)24"(E)=19.01 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 PROFILE SCALE: 1"=20' HORIZ, 1"=5' VERT 1\ 110/26/20221 JJM I RECORD DRAWING NO. DATE I BY NOTICE Jim RECORD 0 Y2 1 DESIGNED DRAWINGS BAW DRAWN murrar!,vsmi IF THIS BAR DOES SEE NOTE ON mt NOT MEASURE 1" TTT THEN DRAWING IS CHECKED COVER SHEET NOT TO SCALE EA RENTON DOWNTOWN o UTILITY IMPROVEMENTS PROJECT i 35 30 25 20 15 owt 5 S3RD ST SEWER PLAN & PROFILE STA C4+80 TO STA C9+60 S-394912 SHEET SS-7 56 of 121 no REVISION PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: JANUARY 2021 7 Cy) rn M N U U) V) N z O V) ry w LL LL w J w Q O M N O N \ O ,--I 00 V) V) Ln N N i In a) (1) 0 Q i N a� V) r� a CL 0 c 0 4 c ry N N i 00 U a) 0 L �I w m 35 30 25 20 15 10 5 R 25986 129 3_N, 6" CONC SIDE SEWER TABLE SIDE APPROX COORDINATES SEWER NO.* ADDRESS STATION OF CO OR CPLG AT MAIN 200 S 3RD ST SSMH 5205 E; 201 S 3RD ST NIC N: E: 205 S 3RD ST NIC N: E: SIDE SEWER TABLE SIDE APPROX COORDINATES SEWER NO.* ADDRESS STATION OF CO OR CPLG AT MAIN 207 S 3RD ST NIC N: E: 301 S 3RD ST NIC N: E: 305 S 3RD ST NIC N: E: SEE SHEET SS-15 FOR CONTINUATION SIDE SEWER TABLE SIDE APPROX COORDINATES SEWER NO.* ADDRESS STATION OF CO OR CPLG AT MAIN 309 S 3RD ST NIC N' E: *SS NO. SPECIFIC TO THIS SHEET N M r, I Ln IE 26.8 S, 6 CUNT; IE 28.5 N, "I L ML I AL — AT&T CRITICAL FIBER OPTIC, PROTECT -IN -PLACE PER 1-07.17 305 PLAN 0 10 20 40 60 SCALE: 1"=20' rn I +-1 CONSTRUCTION NOTES: O1 CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-5 O8 REPLACE SURVEY MONUMENT PER CITY STD DETAIL H031 AS REQUIRED FOR CONSTRUCTION 10 NEW SSMH AS SHOWN PER CITY STD DETAIL 400.1, 401, AND 106 11 NEW DROP SSMH AS SHOWN PER CITY STD DETAIL 400.0, 401, 402.2, AND 106 12 NEW SANITARY SEWER PIPE PER CITY STD DETAIL 405 14 GROUT NEW PIPE INTO EXIST SSMH W/ SANDED ADAPTER AND RE -CHANNEL SSMH, SEE DETAIL 1, SHT SS-42 RECORD DRAWINGS SHOW CONTRACTOR SURVEYED STRUCTURE LOCATIONS AND ELEVATIONS. THE ORIGINAL DESIGN LOCATIONS AND ELEVATIONS ARE INDICATED WITH STRIKETHROUGH TEXT. REFER TO CONTRACT DOCUMENTS FOR ADDITIONAL DETAILS 0Lj U V) = 0-0- - N (n ,� I Ln d FAIN IN U) 0 N � H LIII '--' C7 Z) � ,--I LIII H H- � w � H "T H H H H ,--I w '--' w X � � � � � � � � a ~ 1_4 � � � � d � w X X X EXIST GR @ X X X X X X � X-i X X X x w w w - - - ROW CL - - - - - - - - - w w w w.w w a- - - L / - w - - - U w - - - w w - - - - - - - -- w a - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - -- - - - - - - - - - - L - -- - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - -- L - - - - - - - - - - - - - - - - + O O O + O � �U Um Ln Ln �~ 0 0 Lu O O (n w w W w uoz 12 TYP W� z_ cwn J J uwj U U 151 LF 24" C900 SS @ SLP=0.4% Q ��QI TS 314 LF 24" PVC SS @ SLP=0.5% #17 11 STA C11+22, 6' RT +A / i i . _,�� RT I 3�8' �� Q SSMH #18 RIM=31.278 10 C12 +T3, 6' RT IE(IN)24"(W)=18.43 +8-3F RIM=31.21 IE(IN)8"(N)=23.26 23-3; IE(IN)8"(N)=19.29 IE(0UT) 24"(E)=18.26 IE(IN)24"(W)=17.70 +-8F, IE(0UT) 24"(E)=17.48 �F 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 PROFILE SCALE: 1"=20' HORIZ, 1"=5' VERT 1 10/26/2022 JJM RECORD DRAWING NO. I DATE BY NOTICE Jim RECORD 0 Y2 1 DESIGNED DRAWINGS BAW DRAWN MUrraYSMirth IF THIS BAR DOES SEE NOTE ON NOT MEASURE 1" TTT THEN DRAWING IS CHECKED COVER SHEET NOT TO SCALE i RENTON DOWNTOWN � UTILITY IMPROVEMENTS PROJECT m 35 30 25 20 15 10 5 S3RD ST SEWER PLAN & PROFILE STA C9+60 TO STA C14+40 S-394913 SHEET SS-8 57 of 121 no REVISION PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: JANUARY 2021 SEE SHEET SS-20 FOR CONTINUATION CONSTRUCTION NOTES: N ra U a� V) N z O V) rY w w LL w r, J w Q O M M N 0 N O rn V) N N a a) U) 1-1 U i N N U) ru o- r) 0 c 0 ry Ln N N i 00 U a� 0 L �I w HIM 35 MR 25 aim 15 item 5 RAISED WOOD PLTR RAISED WOOD PLTR SIDE SEWER TABLE SIDE APPROX COORDINATES SEWER NO.* ADDRESS STATION OF CO OR CPLG AT MAIN �1 316 S 3RD ST C15+10 N:178072.38 E: 1299433.34 �2 322 S 3RD ST C15+17 N:178071.93 E: 1299438.33 315 S 3RD ST NIC N: E: SIDE SEWER TABLE SIDE APPROX COORDINATES SEWER NO.* ADDRESS STATION OF CO OR CPLG AT MAIN 319 S 3RD ST NIC N: E: 321 S 3RD ST NIC N: E: 325 S 3RD ST NIC N: E: n U) o- SIDE SEWER TABLE SIDE APPROX COORDINATES SEWER NO.* ADDRESS STATION OF CO OR CPLG AT MAIN 400 S 3RD ST SEE SS-20 N: E: 401 S 3RD ST NIC N: E: 405 S 3RD ST NIC N: E: SIDE SEWER TABLE SIDE APPROX COORDINATES SEWER NO.* ADDRESS STATION OF CO OR CPLG AT MAIN 410 S 3RD ST NIC N: E: 413 S 3RD ST NIC N: E: 415 S 3RD ST NIC N: E: O 00 00 ,--1 U0 Q� �V) (� w w= zU-) ,—, w J w _ V) U Q O1 CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-5 10 NEW SSMH AS SHOWN PER CITY STD DETAIL 400.1, 401, AND 106 12 NEW SANITARY SEWER PIPE PER CITY STD DETAIL 405 13 INSTALL SIDE SEWER PER CITY STD DETAIL 406.1, 406.2, AND/OR 407 AND CO IF SHOWN z PLAN 0 10 20 40 60 SCALE: 1"=20' SIDE SEWER TABLE SIDE APPROX COORDINATES SEWER NO.* ADDRESS STATION OF CO OR CPLG AT MAIN 422 S 3RD ST NIC N: E: 423 S 3RD ST NIC N: E: *SS NO. SPECIFIC TO THIS SHEET >� >� > ci > m a a Q >� U)Ln N�1 U' j V)� �N z > Z) oZS w ~°° Ln EXIST GR @ > '-' w V) rz - F- > '-' zz- w c~n Ln LnV) Ln O ROW CL � X OO w w wwaw X ww 0 w a w w a 0 o 00 ao 00U 0 0 0 U0 U) ~ � V) w U) w LU= =w V zU-) LLI w U= 12 T P J w =Ln u U Q Q 312 LF 24" C900 SS @ SLP=0.1% SSMH #19 10 STA C15+87, 6' RT `�- +5 92, 5" RT RIM=32.94 Rip.q 3 � IE(IN)24"(W)=15.94G IE(IN)8"(N)=16.79 +6-98 IE(OUT)24"(E)=15.64 i5.46 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 PROFILE SCALE: 1"=20' HORIZ, 1"=5' VERT 1\ 110/26/20221 JJM I RECORD DRAWING NO.1 DATE BY NOTICE JJM RECORD 0 /Z 1 DESIGNED DRAWINGS BAW DRAWN murra SMI mt IF THIS BAR DOES SEE NOTE ON NOT MEASURE 1" TTT THEN DRAWING IS CHECKED COVER SHEET NOT TO SCALE EA RENTON DOWNTOWN � UTILITY � IMPROVEMENTS PROJECT 40 RECORD DRAWINGS SHOW CONTRACTOR SURVEYED STRUCTURE LOCATIONS AND ELEVATIONS. THE ORIGINAL DESIGN LOCATIONS AND ELEVATIONS ARE INDICATED WITH STRIKETHROUGH TEXT. REFER TO 35 CONTRACT DOCUMENTS FOR ADDITIONAL DETAILS 30 25 20 15 10 OR S3RD ST SEWER PLAN & PROFILE STA C14+40 TO STA C18+80 S-394914 SHEET 58 of 121 so REVISION PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: JANUARY 2021 0) C'0 i N INV u (3) V) N z O V) ne w LL LL W J W Q O ro N O N O \ O u7 u7 Ln N N i L0 4-+ N v / Q i N ra a a 0 c 0 c ry N N / 00 / u a) 0 L �I w / 35 30 25 20 15 10 5 00 00 �U can Q w Cn w =W Lu z W I --I w vJ 7 2 U Q ►a JAI IS D J-{■ W I SDMH 74370 RIM 33.49 Q II IE 31.0 S, 6" CONC IE 30.9 N, 6" CONC IE 31.0 SE, 6" CLAY o IE 31.2 W, 6" CLAY 504 O 3 7rtII fi CONC. MON. IN CASE REESTABLISHED STORM DRAIN GRATE PER DNR PERMIT 7373-18" T x 6 W — SD tLLV J4.Jy (9 IUrr Ur r CB 72z 94 RIM 35 85 IE 34.0 E, 6" CPP ELEV 35.111 @ TOP OF PVC CB71706 CONSTRUCTION NOTES: RIM 35.32 � r IE 32.9 S, 12" CONC IIE 32.9 N, 12" CONC I W I O1 CONSTRUCTION CL EQUALS R/W CL, SEE IE 33.6 W, 8" CPP > EE SURVEY CONTROL PLAN, SHT G-5 CB 72350 I I� I Q RIM 36.04 I �I I O REPLACE SURVEY MONUMENT PER CITY IE 33.2 W, 6" CPP I IICD IE 33.2 E, 12" METAL STD DETAIL H031 AS REQUIRED FOR IE 33.2 N, 12" METAL EB c� o CONSTRUCTION CD O P_ _ _ 11 NEW DROP SSMH AS SHOWN PER CITY STD S �� j - - 1�_j I I � CD P � DETAIL 400.1, 4011 402.2 AND 106 _CD12 NEW SANITARY SEWER PIPE PER CITY STD P N DETAIL 405 as - _x U o ■ — — UGP— — — — xll(,P— — ,_� CONC. MON. IN CASE REESTABLISHED 12 PP SD 12 PP SD KB-10 Q PER DNR PERMIT 7373-18 T 6 W KB -I I I x 1 KB-12 I 0 _ _ o 12"W DI-----12"W P --12"W DI-----12"W---12"W DI-r----12"W DI—�---12"W DI-----12"W D �_ — 12"W DI—o �12'4DI— — —12"W DII-----12"W DI �w C20+00 I .+o .. ` C21 00 I .. _ _ C22+00 _ �, I C23+6' CH.ONLY II W I.Lu C900 SS 35�o I I 24" C900 SS \ML A, Lo24" C900 SS J cwn I SDMH 74 660 SIDE SEWER TABLE SIDE APPROX COORDINATES SEWER NO.* ADDRESS STATION OF CO OR CPLG AT MAIN 280 MORRIS SEE SS-21 N' AVE S E: 503 S 3RD ST NIC N' E: 504 S 3RD ST SEE SS-21 N' E• SIDE SEWER TABLE SIDE APPROX COORDINATES SEWER NO.* ADDRESS STATION OF CO OR CPLG AT MAIN 505 S 3RD ST NIC N' E: 507 S 3RD ST NIC N' E: 509 S 3RD ST NIC N' E: S3RD ST SIDE SEWER TABLE SIDE APPROX COORDINATES SEWER NO.* ADDRESS STATION OF CO OR CPLG AT MAIN 601 S 3RD ST NIC N' E: 613 S 3RD ST NIC N' E: *SS NO. SPECIFIC TO THIS SHEET „- I-----1=-— II U 6" S O KB-9 V��A F !n— --`�� ----G--- �G-- G-----G46 - x = _ u� P �j � P 36- I W V CB 73854 RIM 35.51 I w I IE 32.7 NE, 6" CONC I H / IE 32.8 S, 6" CONC 601 � Q I I SPIKE 111 PLAN 0 10 20 40 60 SCALE: 1"=20' 0 Q M o u7 a 0 On l n l OI__ Ln �I ZI N m >? Lu rn (1) RECORD DRAWINGS SHOW CONTRACTOR SURVEYED STRUCTURE LOCATIONS AND ELEVATIONS. THE ORIGINAL DESIGN LOCATIONS AND ELEVATIONS ARE INDICATED WITH STRIKETHROUGH TEXT. REFER TO CONTRACT DOCUMENTS FOR ADDITIONAL DETAILS C7 (D (D EXIST GR@ II � aLu OHO ww x x ROW CL aw v7 V) X w � O X aw~ w w X u7 � u7 � cn �� LO Lo � x w W a -- — — --- ---- ---- ---- W w w www a w - ---- ---- ---- ----- — — — — — — — -- - --L - -- - ---- --- 0 O p 0 1 O O 0 00 M r--i 0 N �U U� L V li W w =W W= wz zLn MJ JLy U12 TYP U Q Q 603 LF 24" C900 SS @ SLP=0.1% SSMH #20 11 �6% STA C18+99, 8' RT ' RT RIM=33.66 IE(IN)24"(W)=15.34 IE(IN)8"(N)=23.58 IE(OUT)24"(E)=15.27 15.86 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 PROFILE SCALE: 1"=20' HORIZ, 1"=5' VERT 1 10/26/2022 JJM RECORD DRAWING NO.1 DATE I BY NOTICE Jim RECORD 0 Y2 1 DESIGNED DRAWINGS BAW DRAWN MUrraYSMirth IF THIS BAR DOES SEE NOTE ON NOT MEASURE 1" TTT THEN DRAWING IS CHECKED COVER SHEET NOT TO SCALE i RENTON DOWNTOWN o UTILITY IMPROVEMENTS PROJECT 35 30 25 20 10 5 S3RD ST SEWER PLAN & PROFILE STA C18+80 TO STA C23+60 PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: JANUARY 2021 S-394915 SHEET SS-10 59 of 121 no REVISION N ri7 U N W N z O v7 w LL w w 7 J w Q 0 M M N 0 N 0 v7 0 70 V) N N i M a� a� Q i N a� M r� a a 0 0 ry N N i 00 M U a� 0 L �I w i 35 30 25 20 15 10 5 m -5 META-1- ' QrI T-AL SDMH 72349 LOCATION OF ALL SP RIM 35.99 RIVER PIPES APP E 33.6 E, 6" CONC 1` E 32.2 W, 12" METAL E9 .E 32.2 N, 12" METAL 1 -SW, METRO S DEEP TO MEASU RIM 37.92 CB 72731 IE 34.8 E, 12 P RIM 36.09 x - ❑U IE 34.3 W, 6" CONC ` • CRp4 SP \3;7 CD O - �10 ---UGP----- P-� -X + M o N L 1. M 8 � 1 � U 1 _ cn Q 12"-_ _ --12 W DI-----I2 W D-----12 W DI 12"W DI VIC26 W C24+00 C25+00 w • • .�� • • I-r-.--r- -r •s-r-r�� •� • .-�. r •-r •� = W \ �. .�. 38- V)z LU - G - - G- - - - - G- - G- - - - G- U) S3RD ST U --------G- - - - - G----G-----G� _ �G-- Q- x -UGP -&G -. UGP- -- - STA C25+03 5' RT a SSMH #22 DROP I I I 1-72" DIA MH I SEE DET 1 SHT SS-41 f SSMIH 13061 GAS WILL BE RIM 138.11 613 L617 IE f�/A, UNABLE TO PEN DEACTIVATED BY PSE PRIOR TO CONSTRUCTION o � I I U) (D cn c SDMH 77888 v) I I RIM 38.21 I oCOL � I I C 280 - 34.3 S, 12" METAL 1 Lu 0 34.2 N, 12" METAL ' > o IE 34.4 E, 4" METAL 4 �Q IE 34.5 W, 4" METAL I I SDMH 77889 RIM 38.11 IE W IE 35.4 E, 12" METAL IE34.5W,12"PVC I z I C IE 34.1 N, 12" METAL 290 M CB 77890 RIM 37.85 IE 35.6 A 12" META I 700 I CB 13577 RIM 38.12 I IF 6.3 S 6" CONC _ P CONC. MON. IN CASE REESTABLISHED o PER DNR PERMIT 7417- 18"T x 6"W - ESS Q _ -39 -W �e --- _W* -1N_ 3: C26+00,C26+15 3 I 2 ---I- G-- - - -G- - � I I �� 1 UGP- ---UGP-F __q-- n nn I • KB 20 t8.13652_ / - A-9 P RIM IE 37 0.17 6" CONC CLOCK TOWER CANOPY CLOCK TOWER FOOTING KING COUNTY 1 INTERCEPTOR TIE-IN � X �--� X w - - - - w--- --- ---- ENUSTGR@ , ROW CL O 10 N 0 U (f) I_ w 12 TYP w = W �z w w J U = 43 LF 24" PVC SS @ uSLP=1.9% Q SSMH #22 STA C25+03, 5' RT RIM=37.75 BF.8�6 IE(IN)24"(W)=14.40 14-:FR IE(OUT)24"(SE)=9.29 SSMH KCMH R01-17 STA A22+35, 590' RT RIM=38.14 IE(IN)24"(NW)=8.50 IE(OUT)108"(S)=4.00 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 PROFILE SCALE: 1"=20' HORIZ, 1"=5' VERT 1\ 110/26/20221 JJM I RECORD DRAWING NO. I DATE I BY NOTICE Jim 0 Y2 1 DESIGNED BAW DRAWN IF THIS BAR DOES NOT MEASURE 1" TTT THEN DRAWING IS CHECKED NOT TO SCALE SDMH 13653 RIM 38.44 IE 36.2 SW, 4" PVC IE 34.0 E, 6" CONC FILLED W/SEDIMENT, 5'f DEEP I SDMH 13578 RIM 38.61 IE 34.9 E, 8" CONC I IE 34.8 NW, 12" IRON PLAN 0 10 20 40 60 SCALE: 1"=20' 35 RECORD DRAWINGS SHOW CONTRACTOR 30 SURVEYED STRUCTURE LOCATIONS AND ELEVATIONS. THE ORIGINAL DESIGN LOCATIONS AND ELEVATIONS ARE INDICATED WITH STRIKETHROUGH TEXT. REFER TO 25 CONTRACT DOCUMENTS FOR ADDITIONAL DETAILS 20 15 10 5 C -5 RECORD DRAWINGS SEE NOTE ON murraVSMi mt COVER SHEET PREVIOUSLY ABANDONED SHORING MAY BE ENCOUNTERED IN THE VICINITY OF KING COUNTY EASTSIDE INTERCEPTOR, REMOVE AND DISPOSE AS NEEDED TO COMPLETE THE WORK SIDE SEWER TABLE SIDE APPROX COORDINATES SEWER NO.* ADDRESS STATION OF CO OR CPLG AT MAIN 617 S 3RD ST NIC N' E: 700 S 3RD ST NIC N' E: 300 BURNETT N: AVE S NIC E: *SS NO. SPECIFIC TO THIS SHEET EA CLOCK TOWER SCALE: NTS �l-L I -.L-.'..' DETAIL 1 RENTON DOWNTOWN o UTILITY IMPROVEMENTS PROJECT SCALE: 1"=5' CONSTRUCTION NOTES: O1 CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-5 O8 REPLACE SURVEY MONUMENT PER CITY STD DETAIL H031 AS REQUIRED FOR CONSTRUCTION 12 NEW SANITARY SEWER PIPE PER CITY STD DETAIL 405 PROTECT CLOCK TOWER IN PLACE OR REMOVE AND REPLACE. IF FOUNDATION IS DAMAGED, PROVIDE STAMPED AND SIGNED FOUNDATION DESIGN DRAWINGS 0 S3RD ST SEWER PLAN & PROFILE STA C23+60 TO STA C26+ 15 PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE S-394916 SHEET mmmm JANUARY 2021 60 Of 121 so REVISION N ri7 u (3) J V) N z O V) ne w w w w r-, J w Q 0 M ,-1 M N 0 N 0 N u) 3 u7 a Ln N N L0 a v 0 a U i N ru L d a 0 c 0 c ry N N i 00 V) 11 u a) 0 L �I w SEE SHEET SS-6 CONTINUATION \ SO 250 \ f J \ \ 31 � \ � 15 � ` S 2 �' STA E 1 +78 0' LT10 �n • \ \ \ .�\ --SSMH #39 \\, SO \ 2-8-� a \ 300 \ \ • \� �. , , -1-48 DIA MH \ \ Q a \ .• 3 \ REPLACE FENCEON / \ y \\ o� IN KIND INACTIVE SS CUT �`�x`' \ 3 a�� ••\ \ �� \\'� AND CAPPED , , �� 20 \ f.3,_ I /\ \ \ BURIED DEBRIS AND \ U, STA E2+63 0 RT \ ,ma P\° �� • . \ CONTAMINATED SOILS ` ` SSMH #23 PREVIOUSLY ENCOUNTERED SO ,�N 1-48" DIA MH � IN THIS AREA, REMOVE s• _ , I \ \ _C� \ \ o T AND DISPOSE IN s _ 1 13 , SO FOUND ACCORDANCE WITH SPECS S BLOCK A MAIN 4, \ , , ',\ \Q \ \ \ p� COORDINATE WITH CITY Sn 112 ` 8" SDR 35 SS o N, �\ DURING CONSTRUCTION �P �d S \ / ' I SO 3 _ �B�W I 3 \ TO DETERMINE IF SIDE O \ \ f �� I 3 3 - I - g"\N I SEWER IS ACTIVE PRIOR �36 d _ _ , a I I I TO RECONNECTING - 3 15 CONNECTED 52 S OF � 5 �35 SSMH #23, 3-8" DEEP, SID I 19 o - SD - -� _SD N, p\\\ �d \ I\\`SO RECORD DRAWINGS SHOW CONTRACTOR SURVEYED STRUCTURE LOCATIONS AND ELEVATIONS. THE ORIGINAL DESIGN LOCATIONS AND ELEVATIONS ARE INDICATED PLAN WITH STRIKETHROUGH TEXT. REFER TO CONTRACT DOCUMENTS FOR ADDITIONAL 0 10 20 40 60 DETAILS SCALE: 1"=20' Qlm 35 ollm 25 aim 15 0 U) M O Ln L.L. M �U) � w Lu w z= Ln ~ w = cn U Q o � 016 o d d d (n (n D .--i ,N-i ,--i CO Ln U) V) U) EXIST GR @ Ln Ln Ln V) � U) w w w w PIPE CL w w w w w X w w w -------------- 12 TYP 1 87 LF 8" SDR 35 SS @SLP=0.5% 248 LF 8" SDR 35 SS @SLP=0.4% % -2-5& SSMH #39 10 SSMH #2310 21 STA E1+78, 0' LT STA E2+65, 0' LT RIM=32.55 RIM=31.15 IE(IN)6"(NW)=25.53 IE(IN)8"(SW)=24.97 2548 IE(OUT)8"(NE)=25.36 IE(IN)6"(S)=25.06-zi!5-26 IE(OUT)8"(N)=24.96 E1+00 E1+20 E1+40 E1+60 E1+80 E2+00 E2+20 E2+40 E2+60 E2+80 E3+00 E3+20 E3+40 E3+60 E3+80 E4+00 E4+20 E4+40 E4+60 E4+80 E5+00 1 10/26/2022 JJM RECORD DRAWING NO. DATE I BY NOTICE Jim 0 Y2 1 DESIGNED BAW DRAWN IF THIS BAR DOES NOT MEASURE 1" TTT THEN DRAWING IS CHECKED NOT TO SCALE PROFILE SCALE: 1"=20' HORIZ, 1"=5' VERT RECORD DRAWINGS SEE NOTE ON murra sm� COVER SHEET RENTON DOWNTOWN o UTILITY IMPROVEMENTS PROJECT M 35 30 25 1wil 15 mull CONSTRUCTION NOTES: O2 PROPOSED SEWER MAY HAVE CONFLICT OR SEQUENCE CONSTRAINT WITH EXISTING UTILITY TO BE ABANDONED, CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO MAINTAIN THE FUNCTIONALITY OF THE EXISTING UTILITY UNTIL SUCH TIME AS IT CAN BE ABANDONED O3 CONDUCT SITE SPECIFIC UTILITY POTHOLING IN ADVANCE OF CONSTRUCTION TO CONFIRM LOCATION AND ELEVATION OF EXIST UTILITY @10 NEW SSMH AS SHOWN PER CITY STD DETAIL 400.1, 401, AND 106 12 NEW SANITARY SEWER PIPE PER CITY STD DETAIL 405 13 INSTALL SIDE SEWER PER CITY STD DETAIL 406.1, 406.2, AND/OR 407 AND CO IF SHOWN 15 CONNECT EXIST PIPE TO NEW PIPE W/ CPLG, SEE DETAIL 2, SHT SS-42 19 COORDINATE WORK IN PARKING LOTS WITH PROPERTY OWNERS. MAINTAIN ACCESS AND MINIMIZE CONSTRUCTION IMPACT TO THE GREATEST EXTENT FEASIBLE. ANY DAMAGE BEYOND EXTENTS SHOWN SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE 20 COORDINATE LIGHT REMOVAL AND REPLACEMENT WITH PROPERTY OWNER 21 EXISTING SSMH IE=23.9. PLACE AND COMPACT ADDITIONAL FOUNDATION MATERIAL AS REQ'D TO SET NEW SSMH AT IE SHOWN SIDE SEWER TABLE SIDE APPROX COORDINATES SEWER NO.* ADDRESS STATION AT OF CO OR CPLG MAIN 230 RAINIER E3+38 N: AVE S E: 250 RAINIER E1+77 N: AVE S SSMH#39 E: D1 112 S 3RD E2+63 N: ST SSMH#23 E: �4 UNKNOWN E2+12 N: E: *SS NO. SPECIFIC TO THIS SHEET PARKING LOT EASEMENT SEWER PLAN & PROFILE STA E1+00 TO STA E5+00 S-394917 SHEET SS-12 61 of 121 no REVISION PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: JANUARY 2021 CONSTRUCTION NOTES: N I r U V) N z O V) w w w w 7 J w Q O M ri M N O N O \ M i U) (1) 0) 3 70 U) U) i N N i Q) a� 0 Q U N a� V) r� a a 0 0 0 ry N N i 00 V) U L �I w IE 28.7 S, 6" CO _S D- DM 2�8 RIM 0.86 IE 21. N, IE 21.2 E 12" I p5 BOT OP RECORD DRAWINGS SHOW CONTRACTOR SURVEYED STRUCTURE LOCATIONS AND ELEVATIONS. THE ORIGINAL DESIGN LOCATIONS AND ELEVATIONS ARE INDICATED WITH STRIKETHROUGH TEXT. REFER TO CONTRACT DOCUMENTS FOR ADDITIONAL DETAILS 1\ 110/26/20221 JJM I RECORD DRAWING NO.1 DATE I BY 35 30 25 20 15 10 MIC 264W ' _)� I MATCHLINE STA E5+00 SEE SHEET SS-12 wl S 2ND ST E G----� G-----G-----G-----0(78- �_ - -- - P UGR - - x - UGP - - - - - - -31 — — - - - -T - - - T GP= —U - - - - UGP- _ 6 — - -32 t CD -I-- - ------ --- - -------- ------�---- - 1- - - - C) CD RPL#3 66" STL 32 x 111 - ------ - __ -- --------- - `l�GfF = - - �6 - - I ------- SD H r STA E5+94 1' LT 10 -________________________ I _IE - SSMH #24 CRPL#1 66" STL ------------------------------- 1-48" DIA MH - I - - - - - - - - - - - - - - - CRPL#2 51.5" STL - - - - - - - - - - - - - - - - - - - - 1654 - - - - - -- - - - - - - - - 69 E,12"PVC - -- --UGP --U - UGP— — — N, 24" CONC G - - S, 30" CPP vGP/ x— �x I CD —x— - 1 - _ O__ _ _ Z U: _ F 12' CIPP SS1 - - E7+00- - - - - D - - - --SD ---- D - - 17 10''W 10"1CB3200§3p/ VN 0„W 10, cn 17 5/ SS H 27758 17 m - - S 17 - - - RIM 31.56 RIM 31.27 � 12" CPP IE 4.8 W, 6" IRON IE 27.2 E, V2" CPP 30" CPP IE -CON IE 27.1 S/12" CONC 30" CPP IE 23.7 S-E ® CL 12" IRON / o / CB 32002 H 65 RIM 31.13 IE 27.9 S, 12" CPP 31 8 »CPP / L / CB 32001 8. / I g. " CPP RIM 31.62 / / IE 28.2 S, 6" PVC / IE 7T6- -, 12 CPP IE 27.6 E, 12" CPP -5+ 13, 0' RT IE 27.5 W, 12" CPP 1 #6476 DIA MH / 759 / 7 PLAN 0 10 20 40 60 SCALE: 1"=20' O 00 W Q U) V)�- w W w z= i--I w w _ U) U Q a U) a a N LO U U) (n X x xEXIST GR @ x x w w w CL w w ROW -- 1 + - ---- -- - --- - - ----�--- -- - ---- ---- -- ----- -� ---- O + Ln 00 N Lu LU Q Q U) LO U) U) � U) 0 E IST 12" C AY E IST 12" C Y U) ww ww z z= 81 LF 12" CIPP SS 237 LF 12" CIPP SS @ SLP=0.1%_ LO @ SLP=0.4% LO wLu J Jw Lu U) = = U) U U Q EXIST SSMH 6476 SSMH #24 10 Q STA LT STA E5+94, 1' LT E5+13, 0' RI =31.73 RIM=31.45 3+.6 IE(IN)8" S =23.93 IE(IN)12"(S)=23.57-2-3-�� IE(OUT)12"(E)=23.61 23-F8 IE(IN)8"(W)= 5.91 25-:F8 IE(OUT)12"(N) 23.93 IE(OUT)8"(NW)=24.60 z�4-88 E5+00 E5+20 E5+40 E5+60 E5+80 E6+00 E6+20 E6+40 E6+60 E6+80 E7+00 E7+20 E7+40 E7+60 E7+80 E8+00 PROFILE SCALE: 1"=20' HORIZ, 1"=5' VERT NOTICE Jim RECORD 0 Y2 1 DESIGNED DRAWINGS BAW IF THIS BAR DOES DRAWN SEE NOTE ON NOT MEASURE 1" TTT murmt ra THEN DRAWING IS CHECKED COVER SHEET 7SMlh NOT TO SCALE EA m 35 30 25 20 15 10 RENTON DOWNTOWN o UTILITY IMPROVEMENTS PROJECT 10 NEW SSMH AS SHOWN PER CITY STD DETAIL 400.1, 4011 AND 106 14 GROUT NEW PIPE INTO EXIST SSMH W/ SANDED ADAPTER AND RE -CHANNEL SSMH, SEE DETAIL 1, SHT SS-42 15 CONNECT EXIST PIPE TO NEW PIPE W/ CPLG, SEE DETAIL 2, SHT SS-42 17 DO NOT REINSTATE INACTIVE SERVICE LATERAL SIDE SEWER TABLE SIDE APPROX COORDINATES SEWER NO.* ADDRESS STATION OF CO OR CPLG AT MAIN 101 S 2ND ST SSMH N: #6476 E: *SS NO. SPECIFIC TO THIS SHEET PARKING LOT EASEMENT SEWER PLAN & PROFILE STA E5+00 TO STA E8+00 S-394918 SHEET SS-13 62 of 121 so REVISION PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: JANUARY 2021 CONSTRUCTION NOTES: N r ►i U Q) V) J N z O w w w w J w Q O m N O N O ,-1 cn U) O 3 70 i V7 U) i >Q U) N N i T-1 a� a� v7 Q i N a� ra a a 0 c 0 c ry N N i 00 11 U L �I W .m 35 30 25 20 15 10 SIDE SEWER TABLE SIDE APPROX COORDINATES SEWER NO.* ADDRESS STATION AT OF CO OR CPLG MAIN E3+20 N:178534.78 �1 203 S 2ND ST SSMH 25 E:1298901.83 ----------- —3 —-rI----- - .. — I— — — — i3199 Mic , •. --UP-- 5 \ �Gp 2 .S \ 81 2/V I 1125 ' 49 O 5.8W, ®CL A S_ CD _31- SSMH #6 Q M - - - �, \ • • ' ' •� SEE SHT SS-3 — — — — — — — — — — — — — — — T rt_--- ---_ - - I - - I - Z)cn LU Q ------ -- �_f — CB 3 \ — 17` _ \ MIC 257� 32 I _ w 0o --UGP- - �JGP- - -a I — — -€I �gaCESSBL� D W/DIRE �_ P _ SDI 1 z w _ 0 W GP_ _ --_ � � � � � � I � w �Q uG - 15 _ `, I� x '� -xP� _ \ ��,, - �jj 50 Ucn 1111 u oC 00 -- � I_ � � 1 —X— 31— �\\ y\\ \\ \� \ SDM 62637 � O w W _ _ I �� D // 211 - \ \ \ \SPU ROW RIM 31.96 - ` LL m � \ � � IE SSMH #26 IE U) z — _� _ _ — - , \ CRP� z IE SEE SHT SS-15 51 w o w i E9+00 - s STA I (� w J 1 1 �- I - I cn - - - W / E \ Q �J I 0 I STA E8+30 1' LT \ I ,U\•� I SSMH #25 10 j / o J%I 1-48" DIA MH X / CB 32371 - T I\I I EXISTING PIPE STUB AT MH IL L`+.z 'D, L I v- RIM 32.17 IE29.7S 2"IRON / IE 29.0�,6" coNc 44 �, � I � � , \ � � � IS OFFSET, SEE CCTV / I�8.8 W, 6" CONC F YZ ' CIpP - ' �' _ FOOTAGE 331.60 10 STA E9+95 1' RT \ S F1' /+0 p (� ' - 52 RIM E VATE, RE -ALIGN D IE 27.8 S, 12" CPP SSMH #26 _ IE 27.7 W, 12" CP 1-48" DIA MH — — \ ` 1 BAC L EXISTI IPE SSMH 32501 •� I RIM 31.96 STUB AN EP CE CPLG IE 23.o W- -@ CL 12" CLAY 1 F/I W/ ROMA BEFORE / 14 SZ . -� I CIPP I STALL TO — — PR NT WRINKLI L �MH 68466 RIM 31.46 '2 I c _-+E-22:�, 12' co STA E11+41 0' RT — -12" PP SD ELEV22 0 E W SSMH #0066 II w �_ IE=21.6 S — IE=21.6 SE (ABAND) -1 T TV - t IE=22.7 NW I C 6872 IL LL., luau IPi �n go 1� PLAN FOR CONTINUATION I SEE SHEET SS-15 0 10 20 40 60 SCALE: 1"=20' 0 a D a Ln U) H EXIST GR @ ul) U) U) Ln14 U) U)14 U)14 W w ROW CL W w W w W Q - - - - - - - - - - - - - - - - 00 M W i � vI w W EX T 12" CLAY =z U) — 146 LF 12" CIPP SS @SLP-0.2% 7 iw J 165 LF 12" CIPP SS @ SLP=0.2% 0 U7 _ U Q SSMH #25 10 � STA E8+30, 1' LT MH #26 @6TA—E9+95, SSMH #0066 RIM=31.613-68 1' RT STA F2+33, 8' RT= IE(IN)12"(W)=23.46R3--� IE(IN)6"(S)=24.07 RIM=32.05 IE(IN)12"(W)=23.00 S A E11+41, 0' LT KI VI = 31.71 IE(OUT)12"(E)=23.36 IE(OUT)12"(E)=23.00 IE IN)12"(W) 22.72 IE OUT)8"(S) 22.05 21-68 E8+00 E8+20 E8+40 E8+60 E8+80 E9+00 E9+20 E9+40 E9+60 E9+80 E10+00 E10+20 E10+40 E10+60 E10+80 E11+00 E11+20 E11+40 E11+60 1\ 110/26/20221 JJM I RECORD DRAWING NO. DATE BY NOTICE Jim 0 /Z 1 DESIGNED BAW DRAWN IF THIS BAR DOES NOT MEASURE 1" TTT THEN DRAWING IS CHECKED NOT TO SCALE PROFILE SCALE: 1"=20' HORIZ, 1"=5' VERT RECORD DRAWINGS SEE NOTE ON murraysmi COVER SHEET RECORD DRAWINGS SHOW CONTRACTOR SURVEYED STRUCTURE LOCATIONS AND ELEVATIONS. THE ORIGINAL DESIGN LOCATIONS AND ELEVATIONS ARE INDICATED WITH STRIKETHROUGH TEXT. REFER TO CONTRACT DOCUMENTS FOR ADDITIONAL DETAILS .m 35 30 25 20 15 10 RENTON DOWNTOWN o UTILITY IMPROVEMENTS PROJECT 10 NEW SSMH AS SHOWN PER CITY STD DETAIL 400.1, 4011 AND 106 14 GROUT NEW PIPE INTO EXIST SSMH W/SANDED ADAPTER AND RE -CHANNEL SSMH, SEE DETAIL 1, SHT SS-42 15 CONNECT EXIST PIPE TO NEW PIPE W/ CPLG, SEE DETAIL 2, SHT SS-42 17 DO NOT REINSTATE INACTIVE SERVICE LATERAL PARKING LOT EASEMENT SEWER PLAN & PROFILE STA E8+00 TO STA E11+60 S-394919 SHEET SS-14 63 of 121 no REVISION PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: JANUARY 2021 C7 C7 M N CL ►i i U N V) U) N z O ry w w w w J w Q 0 M M N O N O \ Ln V) v7 V) U) N N a� a� V) a U i N a) V) ro a rz c 0 c a� rY Ln N N i 00 Ln w U L �I w no CIE 62147 8S 7 NW SEE SHEET SS-3 FOR CONTINUATION SDMfi 68463 ' STORM RI 31.70 ' I 0 I Z IE 27.2 NW -SE, ® CL 12 CONC CHANNEL i I O STA F1+60, 1 LT LATERAL, AT&T CRITICAL FIBER I I � \l/ . v SSMH #27 REROUTED TO AT&T CRITICAL FIBER OPTIC PROTECT -IN -PLACE C) I V , f 1-48" DIA MH / SDMH #2 OPTIC PROTECT -IN -PLACE PER 1-07.17 ul)z I h I a i / �/ cn ! a N = IE: 25.22 / / = / ,'PER 1-07.17 v) I. N CB 626 1 �a I / / / SSMH 68464 RIM N CONC 2, w/ 220 EU31.6LV 9211PVC 300 Ln � I � / RIM 31.87 CB 68620 O I I O '� n N / IE 21.4 NW RIM 30.98 I n I v I. / / �/ IE 21.4 N IE 29.6 W, 6" CONC IE: 25.20 cn AC O I I v s 6, cn AC 14" 1-in Icf)I U -x -/U -/ /- - Y.�U --5 -T= -� T T Uf -- - ° ° �-X u6�- P - �JGP- - �JGPG lOO cn 1 �` I L - _ --T--- / ----T ----T--T-----T - T-- --T--T---T-----T-----T ---� --T --T-----T----- 1 - � I� / , I I 53- - 75 54 55 Ln N - `�50 / 52 I 1 SHATTUCK AVE S 12"DI w - - - 5 13 '� I 49 37 0 -8'°cl ----8"wcl-----8"wcl -8"wcl 3 13 cl�=- „ CI - - - - -( NCI ---8"wcl - I F1+00 ll _ c 51 F2+003? / � °- I F3+00 _ F4+00 _ a 21 F5+00 \ I - 8 w CI - Ln cn ` / / = 4ti >I �- - -,�_ / X J I "SDR 3 SS W w SSMH#6, I I 2 ��/ / / 8"SDR35SS - ---- --- -----=3�= �- --8---- -S --- z_cn c SEE SHT SS-13 I , / // // // 14 4 13 II 6 13 J w IW @ CL,. I I - a I I - aS SD - - - - - s /- SD - - - - D - - - SD - - - - SD - 18" PP SD SD - - - - - - - - - - - - - - 18 PP - - - - - - - - - - - - - 18' PP SD- - - -- = U) I I I 42 ®Ii LJ/ /- / - - - T - - - ITY-ROTA/ - X- UGP- - T�- - - x x _ - - _ = T = _ __ - - -- ----- ----- - -x - �_ x -- - - -T T - -- -- - T-- a I I I I M 22 I 1Ic 257 _ / �� 2 13 32. co AC t AC CONC I If II o IE: 24. 2 E: t I 23.43 -REPLAC / IE: 23.04 I II II I • LB 68720 / SDMH 68468 I I • T I I / / +� RIM 30.90 TO GUTTER RIM 31.85 IE 28.1 NE, 6' CONC I / IE 22.6 N, 12" CONC IE 22.6 IE 28.2 E, 6" CONC I / I II I I• n / ' I / O SMH 68465 / I / IE 23.2 W, 88" " C CONC IM 31.73 ' E 21.S ,J E 216 SE I I STA F4+43 8 RT 10 .211 212 I O � SSMH #28 O I I E 22.7 NW / I 1 48 DIA M H - - - - - RIM 314666 IE 22.9 N, 1 CONC I / IE 22.9 S, 1 " CONC I I III _ • i _� a� / / '/ / \ ELEV 24.0 -W, TOP OF 12" ID CONC SS PIPE I / FOR CONTINUATION FOR CONTINUATION OIL - SEE SHEET SS-2 SEE SHEET SS-14 RECORD DRAWINGS SHOW CONTRACTOR PLAN SURVEYED STRUCTURE LOCATIONS AND ELEVATIONS. THE ORIGINAL DESIGN 0 10 20 40 60 LOCATIONS AND ELEVATIONS ARE INDICATED WITH STRIKETHROUGH TEXT. REFER TO SCALE: 1"=20' CONTRACT DOCUMENTS FOR ADDITIONAL DETAILS 40 ,-. Q ' a a V)LuII Lo �_ U) U) X X _. X X 35 w w .� a w w 0 25 34 LF 8" SDR 35 SS @ SLP=1.00/o 8--4% 20 10 SSMH #6 SSMH #27 10 EXISTING MANH LE STA A9+75, 28' RTC LT STA F1+62, 3' LT ' LT KEPT IN PLACE RIM=32.5032-83 RIM=31.92 5 IE(IN)8"(S)=21.65 28-8r1 IE(OUT)8"(N)=21.99 z 6$ 15 STA FO+88, 1' LT IE(OUT)8"(E)=21.29-28.5 IE(IN)6"(E)=21.94 M-1.187 3 2.86 RIM=32.31 �2 IE(IN)8"(W)=21.88 26-88~ IE(OUT)15"(E)=21.23 10 FO+80 F1+00 F1+20 /i\ 110/26/20221 JJM I RECORD DRAWING NO. I DATE BY I REVISION r) U) a d 06 V) w M 0 V) m w w SSMH #0066 STA F2+33, 8' RT RIM=31.71 IE(IN)12"(W)=22.72 IE(OUT)8"(S)=22.05 zz+-GE SIDE SEWER TABLE SIDE APPROX COORDINATES SEWER NO.* ADDRESS STATION OF CO OR CPLG AT MAIN 305, 309, 315, �1 319 & 321 S F1+60 N:178526.70 SSMH #27 E:1299237.56 2ND ST 211 SHATTUCK N: 178440.86 AVE S F2+58 E:1299182.65 EXIST GR @ ROW CL 12 P 210 LF 8" SDR 35 SS @ SLP=0.7% F1+40 F1+60 F1+80 F2+00 F2+20 F2+40 F2+60 F2+80 F3+00 F3+20 F3+40 PROFILE SCALE: 1"=20' HORIZ, 1"=5' VERT NOTICE Jim RECORD 0 V2 1 DESIGNED DRAWINGS BAW DRAWN murraysmi IF THIS BAR DOES SEE NOTE ON NOT MEASURE 1" TTT THEN DRAWING IS CHECKED COVER SHEET NOT TO SCALE F3+60 F3+80 i tl d � � a w U) w 1 0 SIDE SEWER TABLE SIDE APPROX COORDINATES SEWER NO.* ADDRESS STATION OF CO OR CPLG AT MAIN 220 SHATTUCK N' F3+65 AVE S E: 211 SHATTUCK F4+23 N' AVE S E: Ln Ln Ln Ln LO a Ln LO a w w - - - - - - - - - - - - - - ---- 0 Ln LL �V) (n � W w z= U) ~ w TZ Lu 213 LF 8" SDR 35 SS @ SLP=0.6% a SSMH #28 10� STA F4+43, ' RT ' RT RIM=31.96 IE(IN)8"(N)=20.59 28..�z6 IE(OUT)8"(S)=20.57 F4+00 F4+20 F4+40 F4+60 F4+80 F5+00 RENTON DOWNTOWN � UTILITY � IMPROVEMENTS PROJECT F5+20 PROJECT NO.: F5+40 F5+60 r'4t`%KICT171 1t'4TTf-%KI KIr%TCC . O1 CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-5 O2 PROPOSED SEWER MAY HAVE CONFLICT OR SEQUENCE CONSTRAINT WITH EXISTING UTILITY TO BE ABANDONED, CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO MAINTAIN THE FUNCTIONALITY OF THE EXISTING UTILITY UNTIL SUCH TIME AS IT CAN BE ABANDONED 10 NEW SSMH AS SHOWN PER CITY STD DETAIL 400.1, 401, AND 106 12 NEW SANITARY SEWER PIPE PER CITY STD DETAIL 405 13 INSTALL SIDE SEWER PER CITY STD DETAIL 406.1, 406.21 AND/OR 407 AND CO IF SHOWN 14 GROUT NEW PIPE INTO EXIST SSMH W/ SANDED ADAPTER AND RE -CHANNEL SSMH, SEE DETAIL 1, SHT SS-42 SIDE SEWER TABLE SIDE APPROX COORDINATES SEWER NO.* ADDRESS STATION OF CO OR CPLG AT MAIN �5 300 S 3RD ST F5+05 N:178200.09 E:1299216.61 �6 212 S 3RD ST F5+34 N:178164.48 E:1299177.23 *SS NO. SPECIFIC TO THIS SHEET 11 35 30 25 20 15 10 SHATTUCK AVE S SEWER PLAN & PROFILE STA FO+00 TO STA F5+60 18-2251 1 SCALE: AS SHOWN I DATE: JANUARY 2021 S-394920 SHEET SS-15 64 of 121 N i U a) U) N z O U) ne w IL IL w r-, J W Q O M M N O N O I U) 0) 3 I U) I a Ln N N I Ln a) a) U) 0 Q U N a� Ln ra a a 0 c 0 ry I N N i 00 +1 U a) L �I w 1 10/26/2022 JJM RECORD DRAWING NO. I DATE BY 35 30 25 0 15 10 SEE SHEET SS-8 FOR CONTINUATION ub Z000Z RIM 30.83 c IE 26.4 E, 12" CPP I I IE 26.5 N, 12" CONC N II IE 26.2 W, 12" GONG Q U) SSMH 26850 I RIM 0.00 I 1 0 CB 70375 M IE -8.6 N,E,S @ C Q 0 CB 27053 RIM 30.62 SSMH 26851 ° I U RIM 30.89 IE 29.5 W, 4" CONC II II RIM 31.22 � �1 = 1 IE 28.5 N, 12" METAL WE � • • N. OWN- ON IL LL.I IV, J, IL VVIVV `� f IE 25.2 SW' CONC i - - SD - SD 2669 IE 28.1 SE, 4" PVC M W 3 RI 30.74� IE 293 SDMH 25291 � T - 338 , Uj IE 26.5 S, 6" CONC RIM . RIM 30.88 / 1 I IE 27.3 E, 12" CONC N N, 6" CONC IE 25.4 NE, E12"METAL i M5299 IE 25.8 W, 1Ln f � I RI 21.36 SDMH 25292 J I 1 I -RIM 31.36 L IE 27.8 N, 12" METAL E25.9IM0E, W, 12" CMP I I IE 27.8 W, 12" METAL aE-27T21 S 12" METAL- I � � \ gnkAH 959an SDMH 25300 I I } I IE 27.6 SE, 8" CONC RIM 31.01 IE 22.8 E, W THROUGH PIPE, 12" CONC IE25.9E,W,12"CMP 1 � O � IF 97.2 S. 12" MFTAI AD IE 27.0 NW, 6" METAL FOR CONTINUATION SEE SHEET SS-8 PI AN z 0 10 20 40 60 Q m Q SCALE: 1"=20' w m O „ice N D U) LI J U) V) u') Ln U) EXIST GR @ w w w w w ROW CL O O---- ----- - - Ln LnLL. Q �u') ww U) w� Ln = 12 TYP U SSMH #18 10 STA C 2+i 3, 6' RT ' RT RIM=31.21 IE(IN)8"(N)=19.29 IE(IN)24"(W)=17.70 +F-8F IE(OUT)24"(E)=17.48 iF.FF F5+60 F5+80 F6+00 F6+20 F6+40 F6+60 F6+80 PROFILE SCALE: 1"=20' HORIZ, 1"=5' VERT NOTICE Jim RECORD 0 Y2 1 DESIGNED DRAWINGS BAW DRAWN murraysmi IF THIS BAR DOES SEE NOTE ON NOT MEASURE 1" TTT THEN DRAWING IS CHECKED COVER SHEET NOT TO SCALE 35 30 25 20 15 10 i RECORD DRAWINGS SHOW CONTRACTOR SURVEYED STRUCTURE LOCATIONS AND ELEVATIONS. THE ORIGINAL DESIGN LOCATIONS AND ELEVATIONS ARE INDICATED WITH STRIKETHROUGH TEXT. REFER TO CONTRACT DOCUMENTS FOR ADDITIONAL DETAILS RENTON DOWNTOWN o UTILITY IMPROVEMENTS PROJECT CONSTRUCTION NOTES: 11 CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-5 O8 REPLACE SURVEY MONUMENT PER CITY STD DETAIL H031 AS REQUIRED FOR CONSTRUCTION 10 NEW SSMH AS SHOWN PER CITY STD DETAIL 400.1. 4011 AND 106 12 NEW SANITARY SEWER PIPE PER CITY STD DETAIL 405 SHATTUCK AVE S SEWER PLAN & PROFILE STA F5+60 TO STA F6+80 S-394921 SHEET SS-16 65 of 121 no REVISION PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: JANUARY 2021 N4 �i SEE SHEET SS-3 FOR CONTINUATION r)I")!'1TCf--r CnI I \A/ATCI7 TKI I-11 A!'`C =I7 CONSTRUCTION NOTES: N r U N U) V) N z O ne w w w w r-, J w Q 0 ro N O N O \ rn u) u7 Ln N N i L0 a� v Q i N (L) ra a a p c 0 c ry N N i 00 V) +1 u L �I w FOR CONTINUATION SEE SHEET SS-3 m 35 30 25 20 15 10 Il CIl1 At-r7 CC' PLAN 0 10 20 40 60 SCALE: 1"=20' 0 rn Ln .. w a O IE=29.06 SEE SS-20 FOR SIDE SEWER CONNECTION O N (n O N I U) w Ww z� '—' w J w _ur) U Q RECORD DRAWINGS SHOW CONTRACTOR SURVEYED STRUCTURE LOCATIONS AND ELEVATIONS. THE ORIGINAL DESIGN LOCATIONS AND ELEVATIONS ARE INDICATED WITH STRIKETHROUGH TEXT. REFER TO CONTRACT DOCUMENTS FOR ADDITIONAL DETAILS a p pW . U) O. Z w U)W Ll N oV (DN ui C0 11u- w EXISTGR@ �dS Ln w �LU00a MDU N ~~~~Ln cn ncn cnOO O L O ROW i LO ) a O u X w 1- X X0� X 0C w w a w X w w w X w a w w -- — — — /—/ ---------- — — ---------- — ------ --- ------ --- — -- O -- w N O o O + oo O (D o 0 O I I U) I w zU) I --I w J w APPROX. EXTENT OF = LO 12 TYP CASING U Q SSMH #7 =0.50/0 STA Al2+87, 28 RT 10 $ % RIM=33.07 3 z-3 IE(IN)8"(W)=19.50 +9.2+ IE(IN)8"(E)=19.459-�-t IE(OUT)8"(S)=19.459-fit GO+00 GO+20 GO+40 GO+60 GO+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 PROFILE SCALE: 1"=20' HORIZ, 1"=5' VERT 1\ 110/26/20221 JJM I RECORD DRAWING NO. I DATE I BY NOTICE Jim RECORD 0 Y2 1 DESIGNED DRAWINGS BAW IF THIS BAR DOES DRAWN SEE NOTE ON murra sm� mt NOT MEASURE 1" TTT THEN DRAWING IS CHECKED COVER SHEET NOT TO SCALE EA m 35 30 25 20 15 10 RENTON DOWNTOWN o UTILITY IMPROVEMENTS PROJECT 1O CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-5 10 NEW SSMH AS SHOWN PER CITY STD DETAIL 400.1, 4011 AND 106 12 NEW SANITARY SEWER PIPE PER CITY STD DETAIL 405 13 INSTALL SIDE SEWER PER CITY STD DETAIL 406.1, 406.2, AND/OR 407 AND CO IF SHOWN SIDE SEWER TABLE SIDE APPROX COORDINATES SEWER NO.* ADDRESS STATION AT OF CO OR CPLG MAIN 215 �1 WHITWORTH G2+65 N' AVE S E' 220 [2] WHITWORTH G3+15 N' E' AVE S *SS NO. SPECIFIC TO THIS SHEET WHITWORTH AVE S SEWER PLAN & PROFILE STA GO+00 TO STA G3+20 S-394922 SHEET SS-19 66 of 121 no REVISION PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: JANUARY 2021 0) M 1 1 CL ►i U N (n N z 0 ne w LL LL w J W a O M M N O N O \ O N i U7 3 U7 a I Ln N N i N v Q i N a� ra a a 0 c 0 c N ry N N i 00 U a� 0 L �I w 35 30 25 20 15 10 5 v� U) 400 I I SEE SS-19 FOR CONNECTION ojiwn i i 1j4 I i SEE SHEET SS-9 FOR CONTINUATION ul) I AC RIM 32.98 cl) SDMH 76592 O / I IE 26.4 N,S,E ® CL I RIM 32.61 I 11 I O� I L L1..�■1 WKB-15 O IE 31.0 W, 6 CONC I U ACI IE 30.5 SE, 4" METAL I T IE 30.8 N, 6" CONC II N r J IE=26.09 - - _ 3 CB 76773 33- - 13 2 RIM 32.15 IE30.6W,6 CO _ -__-_ ■ 1 "PP SD --- CV44n-- 15 I I 4+ 0 p � I _ G5+06 --1�-- -- I I 8"C900SS ---- --N- -G- - - - - 38 12 NI "W DI - - - - ^12"W DI - - - - - I Y'W DII- - - - - 12"W DI - •-, Q a , WHITWORTH AVE S UGP- RIM 32MI. X � . _ � �` RI �a a IE .6 AC 0 I� J I® -33 AC AC AC CB 76593 REPLACE SS RIM 32.07 IE 30.9 E, 6" CONC TO GUTTER STA G3+94 2' RT 11 M SSMH #29 / 1-60" DIA MH AC i PLAN 0 10 20 40 60 SCALE: 1"=20' L1) 0 00 cy ) (D H II V) V) V) w x � X X X III X III oC n X �� X III X i�i EXIST GR @ ROW CL 0 U) a 0 a 66 Lo V, X O M N w W 401 CB 76401 RIM 32.31 IE 31.1 NW, 4" METAL 01 - 4' I G6+00 1 c� SSMH #19, SEE SHT SS-9 325 321 SIDE SEWER TABLE SIDE APPROX COORDINATES SEWER NO.* ADDRESS STATION OF CO OR CPLG AT MAIN �1 316 3RD ST G3+75 N' E: �2 400 S 3RD ST G4+52 N:178140.56 E:1299526.46 El 220 S 3RD ST G4+40 N:178254.92 E:1299530.19 *SS NO. SPECIFIC TO THIS SHEET AC RECORD DRAWINGS SHOW CONTRACTOR SURVEYED STRUCTURE LOCATIONS AND ELEVATIONS. THE ORIGINAL DESIGN LOCATIONS AND ELEVATIONS ARE INDICATED WITH STRIKETHROUGH TEXT. REFER TO CONTRACT DOCUMENTS FOR ADDITIONAL DETAILS 0 - - - - - - - - - - - - - - - - Lu - - - - - - -[-A - - -- - - - - - 000 0 0 N Q rn� 0 I v7 � v7 w LU z 12 TYP LV �--� J 164 LF 8" C900 SS @ SLP=0.5010 2 ~ Q SSMH #29 11 STA G3+94, 2' RT STA 63 11 8'LT 10 SSMH #19 RIM=32.74 �� STA C15+87, 6' RT= IE(IN)8"(N)=17.71 +:F.6! STA G5+58, 5' RT ' FF IE(IN)8"(E)=26.18 m`6-� RIM=32.94-334t IE(OUT)8"(S)=17.57 IE(IN)24"(W)=15.94 +5.56 IE(IN)8"(N)=16.79 +6.98 IE(OUT)24"(E)=15.64 4 1- . AG 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 PROFILE SCALE: 1"=20' HORIZ, 1"=5' VERT 1 10/26/2022 JJM RECORD DRAWING NO. I DATE I BY NOTICE Jim RECORD 0 Y2 1 DESIGNED DRAWINGS BAW DRAWN murraysmi IF THIS BAR DOES SEE NOTE ON NOT MEASURE 1" TTT THEN DRAWING IS CHECKED COVER SHEET NOT TO SCALE i 35 30 25 20 15 10 5 RENTON DOWNTOWN o UTILITY IMPROVEMENTS PROJECT r nnlCTQ I Ir -rTnnl nlr1Tr-C O1 CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-5 10 NEW SSMH AS SHOWN PER CITY STD DETAIL 400.1, 401 AND 106 11 NEW DROP SSMH AS SHOWN PER CITY STD DETAIL 400.1, 4011 402.11 402.21 AND 106 12 NEW SANITARY SEWER PIPE PER CITY STD DETAIL 405 13 INSTALL SIDE SEWER PER CITY STD DETAIL 406.1, 406.2 AND/OR 407 AND CO IF SHOWN 15 CONNECT EXIST PIPE TO NEW PIPE W/ CPLG, SEE DETAIL 2, SHT SS-42 WHITWORTH AVE S SEWER PLAN & PROFILE STA G3+20 TO STA G6+00 S-394923 SHEET SS-20 67 of 121 no REVISION PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: JANUARY 2021 r� N U V) N z O CII rL LL w 7 J Lu Q O M M N O N O \ N i U7 V7 01 70 V) Q N N i a—+ N a� V) Q U N a� r� a a O ry N N i 00 V) U a� 0 L a �I w i ■■ 1 1 � 1 � 1 • / I II II of II �1 • • 1 I r 11 1 NZ Pit: OJ ■ S �I �II 1 • 1 � II1�lII � ` � ��ir.�o��ci►�� \�rl ®� 1 • ■ ■ 'i''� • 1 �� / - III �� 1 ��.��MOWS,,% , r ./ ' t �� f�>C . �� 1�--_ -� tee•. — — _ _ �, f" ' i :�Illf!:�III�. '�� . illlll �., -. :10-0 •It I� � �WIIIII, A ' ��Sj� E• � C!I` i � li'i � � �� I I I •:< o�� . _ —.: —>, _ • �T e I L u [I, ■` r I " I�i� !IIIIIL'=�� 3IIIIIIn f'/ ,�1 �7 I■i;: III :� 1 ��F""� � ■ ;��—�'ilillll � — —T;> liiiiic—I �" • �� d11111! 1111111�—ti'�_ � IIIli11------_— — �. \II I I I;�:►� I ;....��:. .. mow_:_ i�`' !-. •ICI �i � �- � �1 I� �� e�,,i �i - I CO CD I ®� 11 ' ' 11 - a��'• II 1 1 Blom or .� — '---� -�, ` ��1111111111 �__ .. �_; ■II � � _ F I I� ' a �U Illhiilr�liQ . � . � L, �_ �� %�— �7� ��itl-l�i"l'l�r ! .r /1►.� .r. � ..� / z I/ 1' F'.''Q-� !! � AC. �. Doi err- I �� _. -" �� _ - ..... � �1 •� �- 1 �.. ■ II 1 1 1 �1 1� _ 1 �� © • ■ I nnm ; 1 1 / ' � � � r A FOR CONTINUATION SEE SHEET SS-4 tk mull 35 30 25 20 15 SIDE SEWER TABLE SIDE APPROX COORDINATES SEWER NO.* ADDRESS STATION AT OF CO OR CPLG MAIN F-11 507 S 2ND ST HO+80 N:178500.72 E:1299869.05 1419 S 2ND ST HO+84 N:178516.86 E:1299820.85 SIDE SEWER TABLE SIDE APPROX COORDINATES SEWER NO.* ADDRESS STATION AT OF CO OR CPLG MAIN 211 MORRIS N:178435.90 AVE S H1+56 E:1299818.74 4 � 280 MORRIS AVE S, 504 S UNK N:178182.83 3RD ST E:1299852.26 - SEE SHEET SS-9 PLAN PLAN 0 10 20 40 60 0 10 20 40 60 SCALE: 1"=20' SCALE: 1"=20' HO+00 HO+20 HO+40 HO+60 HO+80 H1+00 H1+20 H1+40 H1+60 H1+80 H2+00 H2+20 H2+40 PROFILE SCALE: 1"=20' HORIZ, 1"=5' VERT 45 35 35 25 30 20 25 15 20 10 15 5 NOTICE Jim RECORD 0 /2 1 DESIGNED DRAWINGS BAW DRAWN murra sm� IF THIS BAR DOES SEE NOTE ON NOT MEASURE 1" TTT THEN DRAWING IS CHECKED COVER SHEET 1 10/26/2022 JJM I RECORD DRAWING NOT TO SCALE NO. DATE BY REVISION in n 6 N CONSTRUCTION NOTES: O1 CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-5 10 NEW SSMH AS SHOWN PER CITY STD DETAIL 400.1, 401, AND 106 11 NEW DROP SSMH AS SHOWN PER CITY STD DETAIL 400.1. 4011 402.21 AND 106 12 NEW SANITARY SEWER PIPE PER CITY STD DETAIL 405 13 INSTALL SIDE SEWER PER CITY STD DETAIL 406.1, 406.2 AND/OR 407 AND CO IF SHOWN SIDE SEWER TABLE SIDE APPROX COORDINATES SEWER NO.* ADDRESS STATION AT OF CO OR CPLG MAIN 225 LOGAN N:178429.00 H1+51 AVE S E:1299854.42 ❑6 225 LOGAN H1+90 N:178400.68 AVE S E:1299869.49 211 MORRIS N:178377.97 AVE S H2+12 E:1299817.61 211 MORRIS N:1783745.33 a AVE S H2+16 E:199819.39 422 S 3RD H4+04 N:178186.78 ST E:1299793.94 RECORD DRAWINGS SHOW CONTRACTOR SURVEYED STRUCTURE LOCATIONS AND ELEVATIONS. THE ORIGINAL DESIGN LOCATIONS AND ELEVATIONS ARE INDICATED WITH STRIKETHROUGH TEXT. REFER TO CONTRACT DOCUMENTS FOR ADDITIONAL DETAILS Ln N 0 -- w EXIST GR @ a (D o� ROW CL I F- II a a Ln a � U) a � a X w a X w 0 0 164 LF 8" SDR 35 SS @ SLP=1 2% 10 —v SSMH #31 STA H3+99, 12' RT RIM = 3 3.3 8.33-�18r IE(OUT)8"(S)=25.63 SSMH #20 11 STA C18+99, 8' RT b Ok IS, RIM=33.66 IE(IN)24"(W)=15.34 +5--l-& IE(IN)8"(N)=23.58 IE(OUT)24"(E)=15.27 +S-EG H3+80 H4+00 H4+20 H4+40 H4+60 H4+80 H5+00 H5+20 H5+40 H5+60 H5+80 PROFILE SCALE: 1"=20' HORIZ, 1"=5' VERT RENTON DOWNTOWN o UTILITY IMPROVEMENTS PROJECT 35 30 25 20 15 5 MORRIS AVE S SEWER PLAN & PROFILE STA HO+00 TO STA H5+80 PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE S-394924 SHEET SS-21 JANUARY 2021 68 Of 121 N i U N V) N z O ne Lu LL LL Lu J Lu Q O M M N O N O N N u7 3 U) a Ln N N L0 a� v 0 U N (L) ra a a 0 c 0 ry Ln N N i 00 V) 11 U a) 0 L �I w 1 10/26/2022 JJM RECORD DRAWING NO. I DATE BY SSMH #12, SEE SHT SS-5 1-60" DIA MH 15 -d F — M-- Al — S17 ss - -- -Ss 1-2) C 23 LF INSTALLED J0+00 8"DR 17 HDPE SS BEND TO v� CONNECT NEW MH TO EXIST - - SS - - I� PIPE, MIN R-40' I KING COUNTY MANHOLE \ / R01-20 TIE-IN, SEE DET SSMHRIM 139 - - SHT SS-40 5^2-239 CONE— r IE .4 N-S, METRO SEWER 0 TO MEASUE PREVIOUSLY ABANDONED TCR T00 DTLPMH, 6.5x12x8.5' SHORING MAY BE DUCT O3 FO INSTALLED BY HDD, ENCOUNTERED IN THE PROTECT IN PLACE T VICINITY OF THE KING COUNTY EASTSIDE CTL MH, 5'x10.5'x6'--,-" DUCT INTERCEPTOR, REMOVE AND DISPOSE AS NEEDED TO COMPLETE THE WORK i NOTICE Jim 0 Y2 1 DESIGNED BAW DRAWN IF THIS BAR DOES NOT MEASURE 1" TTT THEN DRAWING IS CHECKED NOT TO SCALE �- •� ` I T I -�•IIcr) II III I I I SDMH 12317 7 1 I I I RIM 38.56 IE 34.0 E, 18" CONC cn I = I IE 33.4 W, 18" CONC J \I M I II I\ / III IIII WATER LINE ALIGNMENT AS FOUND IN r FIELD in"I �� FOR CONTINUATION SEE SHEET SS-5 PLAN 0 10 20 40 60 SCALE: 1"=20' a W W 0 M U > > ~ 45 V) cr) ~ V7 EXIST GR @ X w w w X Lu ROW CL Lu 40 35 a 00 u) H110 X X X W uj W U% 30 12 ITYP 0 44 LF 12" PVC SS @ SLP=0.3% 25 A SMH #32TA J 0 + 17 , 2' LT RIM=38.41 IE(IN)12"(S)=28.04 27..94 20 IE(IN)8"(N)=31.94 -41- +9 IE(OUT)12"(W)=27.93 z1-7 1. .-8_ 15 w IE 33.2 E, 18 UUNU IE 32.8 S, 12" CONC IE 32.5 W, 18" CONC IE 35.7 E, 6" CONC IE 35.1 W, 12" CONC SDMH 12087 RIM 38.52 IE N/A, E, CAN'T SEE PIPE IE N/A, N, CAN'T SEE PIPE CONC. MON. IN CASE REESTABLISHED PER DNR -W PERMIT 7373-18"T x 6"W SS — -L D — -- — SD — — —— c BU RN ETT AVE S �S RECORD DRAWINGS SHOW CONTRACTOR SURVEYED STRUCTURE LOCATIONS AND ELEVATIONS. THE ORIGINAL DESIGN LOCATIONS AND ELEVATIONS ARE INDICATED WITH STRIKETHROUGH TEXT. REFER TO CONTRACT DOCUMENTS FOR ADDITIONAL DETAILS MIR us] 35 SSMH #12 11 25 STA A23+19, 7' LT= STA J 0 + 61, 7' LT ' LT RIM=38.67 IE(IN)8"(W)=28.25 28.4+ 20 IE(IN)12"(E)=31.90 Bi!--99 IE(IN)8"(S)=31.90 3i!.89 IE(OUT)12"(N)=28.15 28.3+ JO+00 JO+20 JO+40 JO+60 JO+80 J1+00 PROFILE SCALE: 1"=20' HORIZ, 1"=5' VERT RECORD DRAWINGS SEE NOTEMUrraySMirth SHEE COVERRSHEET i 15 RENTON DOWNTOWN o UTILITY IMPROVEMENTS PROJECT rnl\IgTR I IrTTnl\l I\InTFq O1 CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-5 O3 CONDUCT SITE SPECIFIC UTILITY POTHOLING IN ADVANCE OF CONSTRUCTION TO CONFIRM LOCATION AND ELEVATION OF EXIST UTILITY O8 REPLACE SURVEY MONUMENT PER CITY STD DETAIL H031 AS REQUIRED FOR CONSTRUCTION 11 NEW DROP SSMH AS SHOWN PER CITY STD DETAIL 400.1, 401, 402.2, AND 106 12 NEW SANITARY SEWER PIPE PER CITY STD DETAIL 405 15 CONNECT EXIST PIPE TO NEW PIPE W/ CPLG, SEE DETAIL 2, SHT SS-42 BURNETT AVE S SEWER PLAN & PROFILE STA 30+00 TO STA 31+00 S-394925 SHEET SS-22 69 of 121 no REVISION PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: JANUARY 2021 7 N r U N U) J V) N z O ry w ILL LL w J w O M M N O N O N U) U) 3 U) Ln N N a) a� Q i N a� r� a a 0 c 0 4 c N N i 00 U �I w f TL— — — — — W-- — — — -41 W -+ — — 4 — ------ FF=44.48 R" IRON SIDE SEWER TABLE APPROX SIDE COORDINATES SEWER NO.* ADDRESS STATION OF CO OR CPLG AT MAIN 1000 BRONSON N: KO+99 WAY E: �2 1010 S 2ND ST K1+31 N: E: �3 211 MILL AVE S K2+49 N' E: 55 50 45 .N 35 30 25 I SIDE SEWER TABLE SIDE APPROX COORDINATES SEWER NO.* ADDRESS STATION OF CO OR CPLG AT MAIN 1017 & 1023 HI BRONSON WAY K2+86 N: & 123 MILL E: AVE S *SS NO. SPECIFIC TO THIS SHEET PLAN 0 10 20 40 60 SCALE: 1"=20' CONSTRUCTION NOTES: ii gpS.TA K3+95 5'LT 1CONSTRUCTION CL EQUALS R/W CL, SEE H #34 SURVEY CONTROL PLAN, SHT G-5 1-48" DIA MH \8 REPLACE SURVEY MONUMENT PER CITY STD DETAIL H031 AS REQUIRED FOR CONSTRUCTION 10 NEW SSMH AS SHOWN PER CITY STD �� DETAIL 400.1, 401, AND 106 �1 \ 12 NEW SANITARY SEWER PIPE PER CITY STD SSMH 85682 RIM 46.04 DETAIL 405 6 IE 38.2 NE,E,S-W @ CL 6 — 15 CONNECT EXIST PIPE TO NEW PIPE W/ CPLG, SEE DETAIL 2, SHT SS-42 CONC. MON. IN CASE \ — — UGF REESTABLISHED PER DNR 17 DO NOT REINSTATE INACTIVE SERVICE PERMIT 7373-18 T x 6 W LATERAL 6 =�---G—15 -- REINSTATE ALL ACTIVE SERVICE LATERAL 12" C900 SS _ _ _ SS CONNECTIONS K4+00 K4+20 —SD — — — — — SD — — — — — SD STA K3+21, 5' LT SSMH #33 1-48" DIA MH 10 i u i FOR CONTINUATION SEE SHEET SS-25 RIM 45.37 IE 41.7 S, 8" CONC IE 40.0 SE, 8" CONC IE 38.9 W, 12" CONC IE 38.8 E, 12" CONC CB 85662 RIM 44.97 IE 42.9 NW, 8" CONC IE 42.9 N, 8" CONC RECORD DRAWINGS SHOW CONTRACTOR SURVEYED STRUCTURE LOCATIONS AND ELEVATIONS. THE ORIGINAL DESIGN LOCATIONS AND ELEVATIONS ARE INDICATED WITH STRIKETHROUGH TEXT. REFER TO CONTRACT DOCUMENTS FOR ADDITIONAL DETAILS t` aI u- U) (7 2 OU H u ILL a Z:) U) C_n V) (_n (n U) U) U) U) U) U) U) U) a U) U) X w X w X w X w X w X w X w w 1--X ww GR @ w ww www EXIST ROW CL U) V, X w— — — — — — — — — — — — — — — — — — — — — — — — — 0 12TYP EXIS T 12' CLAY- — ---- -- --__—_ --u 74LF12"C900SS@SLP=0.80/0 - —-- -- _— ---- — 297 LF OF 12" CURED -IN -PLACE PIPE — — — SSMH #34 Cl'�)STA EXIST SSMH 1893 STA KO+18, 6' LT SSHM #33 K3+95, 5' LT RIM=44.65 10 � STA 5 LT LT RIM=45.20 IE(IN)12"(E)=36.62 3 t 46.14, RIMN)12"( IE(IN)6"(E)=39.36 B9.81 �� IE(IN)8 (S)=36.14 3 E IE(IN)12"(E)=38.48-38-18r IE(OUT)12"(W)=39.10 38-68 IE(OUT)12"(W)=36.62 R� RA IE(IN)12"(S)=38.38 38--88 IE(IN)8"(N)=38.84 98.5-i IE(OUT)12"(W)=38.35 38-88r KO+00 KO+20 KO+40 KO+60 KO+80 K1+00 K1+20 K1+40 K1+60 K1+80 K2+00 K2+20 K2+40 PROFILE SCALE: 1"=20' HORIZ, 1"=5' VERT NOTICE Jim RECORD 0 /2 1 DESIGNED DRAWINGS BAW DRAWN murrat!,vsmilh IF THIS BAR DOES SEE NOTE ON NOT MEASURE 1" TTT THEN DRAWING IS CHECKED COVER SHEET 1 10/26/2022 JJM RECORD DRAWING NOT TO SCALE NO. DATE BY REVISION K2+60 K2+80 K3+00 K3+20 K3+40 K3+60 K3+80 K4+00 K4+20 EA RENTON DOWNTOWN � UTILITY IMPROVEMENTS PROJECT 55 50 45 m 35 30 25 S2NDST SEWER PLAN & PROFILE STA KO+00 TO STA K4+20 PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: JANUARY 2021 S-394926 SHEET SS-24 70 of 121 CONSTRUCTION NOTES: C'7 N U N U7 J V) N z O w LL LL w 7 J w Q O M ri M N 0 N 0 Ln N i U7 0) 3 70 V) Ln N N a� a� V) 0 Q U N a� V) r� a a 0 C O a� ry Ln N N i 00 V) U L �I w 55 50 45 .e 35 30 25 RIKA 431n SIDE SEWER TABLE SIDE APPROX COORDINATES SEWER NO.* ADDRESS STATION OF CO OR CPLG AT MAIN �1 100 MILL AVE S L3+46 N: SSMH #35 E: *SS NO. SPECIFIC TO THIS SHEET PLAN 0 10 20 40 60 SCALE: 1"=20' SEE SHEET SS-24 FOR CONTINUATION I U) IE 38.8 E, 12" CONC V) STA L3+9114 C RT FOR CONTINUATION SEE SHEET SS-24 N O Cn LL d Ie--s IX n IE 42.9 NW, 8" CONC IE 42.9 N, 8" CONC RIM 44. 2 IE 42.0 S, 8" CONC IE 42.0 N, 8" CONC SDMH 85622 RIM 45.46 IE 42.0 S, 8" CONC IE 39.0 W, 12" CONC IE 38.8 E, 12" CONC O CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-5 O8 REPLACE SURVEY MONUMENT PER CITY STD DETAIL H031 AS REQUIRED FOR CONSTRUCTION 10 NEW SSMH AS SHOWN PER CITY STD DETAIL 400.1, 4011 AND 106 12 NEW SANITARY SEWER PIPE PER CITY STD DETAIL 405 O 13 INSTALL SIDE SEWER PER CITY STD 00 + DETAIL 406.1, 406.21 AND/OR 407 AND CO IF SHOWN QN 15 CONNECT EXIST PIPE TO NEW PIPE W/ � CPLG, SEE DETAIL 2, SHT SS-42 II.- 17 DO NOT REINSTATE INACTIVE SERVICE Lu = z V, LATERAL J w 2 cwn U ►m RECORD DRAWINGS SHOW CONTRACTOR SURVEYED STRUCTURE LOCATIONS AND ELEVATIONS. THE ORIGINAL DESIGN LOCATIONS AND ELEVATIONS ARE INDICATED WITH STRIKETHROUGH TEXT. REFER TO CONTRACT DOCUMENTS FOR ADDITIONAL DETAILS Qa a a i Q O C6 N (n w cn cn Vn cn U) (n (n u) d EXIST GR @ x a x x x x x x x x ° ROW CL w .. w w w w w w w w a O — — — — — — — — — — — — — — — — — _ 00 N i QLn 12 EXIST 12' CLAY U) Lu W= _ _ _ 0 46 LF 8" SDR 35 SS — — — z cn @ SLP=0.3% J w 8.8% 2 cwn SSMH #35 ' 10 TA L3+44, 6' RT RT S10 RIM=45.69}� SSHM #33 Q IE(OUT)8"(S)=38.99 STA K3+21, 5 LT= � _ STA L3+91, 4' RT RIM=46.14 IE(IN)12"(E)=38.48 3848r IE(IN)12"(S)=38.38 38.88 IE(IN)8"(N)=38.84 98--Si IE(OUT)12"(W)=38.35 38-88r LO+00 LO+20 LO+40 LO+60 LO+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 1\ 110/26/20221 JJM I RECORD DRAWING NO. I DATE I BY PROFILE SCALE: 1"=20' HORIZ, 1"=5' VERT NOTICE Jim RECORD 0 Y2 1 DESIGNED DRAWINGS BAW IF THIS BAR DOES DRAWN SEE NOTE ON murra sm� mt NOT MEASURE 1" TTT THEN DRAWING IS CHECKED COVER SHEET NOT TO SCALE EA RENTON DOWNTOWN o UTILITY IMPROVEMENTS PROJECT 55 50 45 .e 35 30 25 MILL AVE S SEWER PLAN & PROFILE STA LO+00 TO STA L4+80 S-394927 SHEET SS-25 71 of 121 so REVISION PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: JANUARY 2021 CONSTRUCTION NOTES: N U V7 J N z O w LL w w J w Q O m N O N O N 3 70 V) V7 Q U) N N a� a� 0 Q U N L a a 0 O a� ry N N i 00 +1 U �I w 55 50 1 45 35 30 25 U Q ►a SIDE SEWER TABLE SIDE APPROX COORDINATES SEWER NO.* ADDRESS STATION OF CO OR CPLG AT MAIN El 211 MILL AVE S L5+33 N: E: *SS NO. SPECIFIC TO THIS SHEET SDMH 79859 IE 4S. / SW, 8- CONC IE 42.4 N, 6" CONC IE 42.4 NW, 6" CONC IE 40.4 E, 12" CONC CB 80056 RIM 46.23 % IE 43.0 S, 8" C�K I 7 I i PLAN 0 10 20 40 60 SCALE: 1"=20' CB 80482 RIM 47.12 IE 45.3 E, 12 CRPL#3 66" STL 'lL9+00 RECORD DRAWINGS SHOW CONTRACTOR SURVEYED STRUCTURE LOCATIONS AND ELEVATIONS. THE ORIGINAL DESIGN LOCATIONS AND ELEVATIONS ARE INDICATED WITH STRIKETHROUGH TEXT. REFER TO CONTRACT DOCUMENTS FOR ADDITIONAL DETAILS — s M M- SSMH 80449 4 RIM 47.02 IE 41.5 N,S @�S_ IE 41.5 H _ w U) 3: L 3: Z) 0 V) U) Ln Ln U) IF— V) EXIST GR @ w w w w x ROW CL w w +__ n J ,n 2' CLAY — —EXIST ul) — EXIST 12�� CLAY — — rm _ 134 LF 12" CURED -IN -PLACE PIPE w W — 284 LF 12" CURED PIPE c=n z -IN -PLACE -}3$ w J U _ I— Q 10 EXIST MH 5613 STA L8+ SSMH #36 131 4' RT STA L6+75, 4' RT RIM=46. 1 RIM=46.20 - 48-58 . IE(IN)12"(S)=40.10 IE(OUT)12"(N)=40.13 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 1\ 110/26/20221 JJM I RECORD DRAWING NO. DATE BY PROFILE SCALE: 1"=20' HORIZ, 1"=5' VERT NOTICE Jim RECORD 0 Y2 1 DESIGNED DRAWINGS BAW IF THIS BAR DOES DRAWN SEE NOTE ON NOT MEASURE 1" TTT murra!ysmi mt THEN DRAWING IS CHECKED COVER SHEET NOT TO SCALE EA RENTON DOWNTOWN o UTILITY IMPROVEMENTS PROJECT 55 50 45 35 30 25 O1 CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-5 10 NEW SSMH AS SHOWN PER CITY STD DETAIL 400.1, 401, AND 106 14 GROUT NEW PIPE INTO EXIST SSMH AND RE -GROUT THE SSMH CHANNEL 15 CONNECT EXIST PIPE TO NEW PIPE W/ CPLG, SEE DETAIL 2, SHT SS-42 17 DO NOT REINSTATE INACTIVE SERVICE LATERAL 18 REINSTATE ALL ACTIVE LATERAL CONNECTIONS MILL AVE S SEWER PLAN & PROFILE STA L4+80 TO STA L9+00 S-394928 SHEET SS-26 72 of 121 .. REVISION PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: JANUARY 2021 I N ri1 U V) N z O V) w LL LL w 7 J W Q O M ri M N O N O N i U7 V7 01 70 V) N N a� a� 0 U N a� V) r� a a r) 0 0 ry N N i 00 V) U a� 0 L �I w 1 35 1 30 1 25 1 20 1 15 1 10 123 Y, SHRUBS NO+00 110 SSMH LOCA BEHIND FENCE STA NO+08 0' RT SSMH #6645 RIM 37.67 _IE 30.8 N, S @ CL 8" CONC -371— F 13s- �39 — — — I / I I ' �" `40 18 g — r= 126 17 SIDE SEWER TABLE SIDE APPROX COORDINATES SEWER NO.* ADDRESS STATION OF CO OR CPLG AT MAIN 110 RAINIER NO+50 N' AVE S E: a 124 RAINIER N1+00 N' AVE S E: -1 ___ I N 11+00 - »� — _ — - - o ��zw M;d-000 140 ®- www STA N4+01 0' as - - �Q 35 ��` \ I 10 SSMH #3 \C) SEE SS-1 33 — -36 I I � 11 STA N3+57 0' LT iJ 3' 17 I I SSMH #37 I I 2 T \I 100 1-60" DIA MH -37 3: �\ � 1 COL COL COL N2+00 1 398 LF 8" CIPP SS 7- - N3+00— — - - — I -- -din - ---- doll -- -don- -38 _ w� �� - - -\� - - SSMH 5210 x 1 � I 17 I 17 39 x�v' I a 17 I �� _ 17 a _ 17 — a --- — CIS — (IS--- o x 40 3 18 �— — — 'T 4 18 \ 0� � 0 I °-LLJ n 128 134 144 �s 19 SIDE SEWER TABLE APPROX SIDE COORDINATES ADDRESS STATION SEWER NO.* OF CO OR CPLG AT MAIN 128 RAINIER N' E�l N1+45 AVE S E: 134 RAINIER N' HI N1+72 AVE S E: PLAN 0 10 20 40 60 SCALE: 1"=20' a o U7 � U7 x X X d CD D 616 V7 x SEE SHEET SS-1 51 FOR CONTINUATION —dyn - - ; d� - I 1�19/: , I \ I I Co V; N I I O I I U. I I 00; I III I . ' I V � I I I� I 00 8" SDR 35 SS 2 I • Ln: FOR CONTINUATION SEE SHEET SS-1 lM N d CONSTRUCTION NOTES: O2 PROPOSED SEWER MAY HAVE CONFLICT OR SEQUENCE CONSTRAINT WITH EXISTING j I I I I I UTILITY TO BE ABANDONED, CONTRACTOR I I I I I SHALL TAKE APPROPRIATE MEASURES TO I MAINTAIN THE FUNCTIONALITY OF THE I I —I -I_ _ EXISTING UTILITY UNTIL SUCH TIME AS IT I I I I CAN BE ABANDONED I ,I I I I I 10 NEW SSMH AS SHOWN PER CITY STD DETAIL 400.1, 4011 AND 106 I I I I 11 NEW DROP SSMH AS SHOWN PER CITY STD I I I I I DETAIL 400.1, 401, 402.1, 402.2, AND 106 J, I I I I I 12 NEW SANITARY SEWER PIPE PER CITY STD I I I I I I O DETAIL 405 I I I I I 15 CONNECT EXIST PIPE TO NEW PIPE W/ I I I CPLG, SEE DETAIL 2, SHT SS-42 I I I I I I I I I I I I I 17 DO NOT REINSTATE INACTIVE SERVICE I I I I I LATERAL II I VI I J I 18 REINSTATE ALL ACTIVE LATERAL CD -I I I VI CONNECTIONS I 0 { I in I I • .I ��y iLnl t I N4I I I \I I ICI I I I I ICI I I I�j I I � IJ II I I la I I I � ICI I I I I I I I I I III I I RECORD DRAWINGS SHOW CONTRACTOR SURVEYED STRUCTURE LOCATIONS AND ELEVATIONS. THE ORIGINAL DESIGN LOCATIONS AND ELEVATIONS ARE INDICATED WITH STRIKETHROUGH TEXT. REFER TO CONTRACT DOCUMENTS FOR ADDITIONAL DETAILS ---- EXIST GR @ ROW CL U' o1 ------- ---- ---------- ---- ---------- ---- -_ - 1--------- - w w w a a --- ---- -- -- EXIST8"CLAY SSMH 6645 STA NO+08, 0' RT INSTALL 3 98 LF 8" CURED -IN -PLACE PIPE — — — — 12 YP — RIM=37.67 IE(OUT)8"(S)=30.80 46 LF 8" SDR 35 SS @ SLP=0.1% i.8% SMH #37 11 TA N3+55, 1' LT 10 SSMH #3 RIM=33.66� STA A2+36, 16' RT= IE(IN)8"(N)=25.10 i6.92• STA N4+01, 0' LT IE(OUT)8"(S)=25.05 26-+& RIM=33.78 IE(IN)8"(W)=25.09 24.5F IE(IN)8"(N)=25.00 �F IE(OUT)8"(E)=24.83 24-4� NO+00 NO+20 NO+40 NO+60 NO+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 PROFILE SCALE: 1"=20' HORIZ, 1"=5' VERT 1\ 110/26/20221 JJM I RECORD DRAWING NO. DATE BY NOTICE Jim 0 /2 1 DESIGNED BAW DRAWN IF THIS BAR DOES NOT MEASURE 1" TTT THEN DRAWING IS CHECKED NOT TO SCALE RECORD DRAWINGS SEE NOTE MUrraj mt Ml COVER SHEEE T EA 2RENTON DOWNTOWN o UTILITY '� IMPROVEMENTS PROJECT 35 30 25 20 15 10 SIDE SEWER PLAN & PROFILE STA NO+00 TO STA N4+00 S-394929 SHEET SS-27 73 of 121 so REVISION PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: JANUARY 2021 CONSTRUCTION NOTES: N r U N U7 V) N z O w LL LL w 7 J W Q O M ri M N O N O 00 N i U7 V7 01 70 V) Q N N i a-+ a� a� Q i N a� V) r� a a r) 0 0 a� ry N N i 00 V) U a� 0 L �I w CL 230 a 32- — CD I G — 32- Il a CD �� I — — — —31 — u W "W CI a 12 0 12"W Cl 1 ' 0 0 32 .... .... ... �� ... .... II 0 0 1 o 0 — ER AVE S ' � I RAINIER _.. ..•• •••' ••.. .. .... .... .... .... .. ... ... ... •• .•.. M M 33 M M •,'. ---SS'---=-'�— ��-*s'�: ='— -----SS 167 LF 8" CIPP SS -- . . ') ---W — W — --W — -- Lpa —W-----1/i/ ---W — — —— � _ _� _ _ _ N o STA BO+89 29' RT — = 17 "P -1 SSMH #2184 U�j — 1! IE26.5N,S@CL8"CLAY N o �7-- i UGP- -- /- - .----DG — dCfl - — — — - - _s �- 34— -_ : 00 00 I AC I � �3 I II N 1. CD 1 N Ln = c0 N New L w \A/ W RECORD DRAWINGS SHOW CONTRACTOR SURVEYED STRUCTURE LOCATIONS AND ELEVATIONS. THE ORIGINAL DESIGN LOCATIONS AND ELEVATIONS ARE INDICATED WITH STRIKETHROUGH TEXT. REFER TO CONTRACT DOCUMENTS FOR ADDITIONAL DETAILS 45 35 30 25 20 15 10 �c 15 SEE SHEET SS-6 FOR CONTINUATION I k20 o \l i n SSMH #13 SEE SHT SS-6 • co Nu'----W- 00 I L / I II FOR CONTINUATION SEE SHEET SS-6 PLAN 0 10 20 40 60 SCALE: 1"=20' ____T — SS I a EXIST GR @ Lo ROW CL X w - - - - - - - - - - - - - - - - - - - - - EXIST 8" CLAY 167 LF 8" CURED -IN -PLACE PIPE SSMH 2184 SSMH #13 10 STA C2+62, 38' LT= STA BO+89, 29' RT STA B2+42, 57' RT RIM=32.71 � RIM=31.95—�� IE(OUT)8"(S)=26.40 z�'•6 IE(IN)18"(W)=23.90 IE(IN)8"(N)=25.45 IE(OUT)24"(SE)=23.45 IE(OUT)12"(E)=25.50 ABAN) BO+00 BO+20 BO+40 BO+60 BO+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 PROFILE SCALE: 1"=20' HORIZ, 1"=5' VERT 1\ 110/26/20221 JJM IRECORDDRAWING NO. DATE BY NOTICE Jim RECORD 0 /2 1 DESIGNED DRAWINGS BAW DRAWN murra sm� IF THIS BAR DOES SEE NOTE ON NOT MEASURE 1" TTT THEN DRAWING IS CHECKED COVER SHEET NOT TO SCALE i i f 35 30 25 20 15 10 RENTON DOWNTOWN o UTILITY IMPROVEMENTS PROJECT O1 CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-5 10 NEW SSMH AS SHOWN PER CITY STD DETAIL 400.1, 401, AND 106 15 CONNECT EXIST PIPE TO NEW PIPE W/ CPLG, SEE DETAIL 2, SHT SS-42 17 DO NOT REINSTATE INACTIVE SERVICE LATERALS RANIER AVE S SEWER PLAN & PROFILE STA BO+00 TO STA B3+20 S-394930 SHEET SS-28 74 of 121 so REVISION PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: JANUARY 2021 N r i i L U N W N z O V) w LL LL w 7 J W Q O M M N O N O O 0) 3 70 In Q Ln N N M a) a� V) 0 Q U N dJ M r� a 0 0 c a) N N i 00 i M U 0 L �I w i so RIM=38.39 1 • MIN �' -p - ' _ w rAm rkNj � I ABANDON EXISTING EXTERIOR EXIST IE=31.74 1 DROP PENETRATION W/ BLIND FLANGE - Pc�VIDE &T'kUC.'r%AA.L. F.0 P;%QR*-T k I 1 UPPERREMOVE CONNECTION, PROVIDE TESTING AND CCTV INSPECTION OF LOWER PORTION -.x CONTINGENT REMOVAL OF LOWER PORTION, SEE NOTE BELOW AFL . J-LP.L ?V $ NE QLA'S5 -5' a% Q LVIT I L. L' '-Fla" fkl-t 'F—ir I rv-rw :S t-n E�F_ ctxs 3 f 4,F ZFAJEC T $hr_44Fk�.L rN TW * G-00-r L l Ft Z P,U%i 1;0 ��li � R071- ?4-1 Ahid� fLtia W-WE 17 , r6 CITY OF RENTON AS —BUILT OF r EXISTING DROP CONNECTION ADJUSTMENT AND ASPHALT PATCH PER CITY STD PLAN 106 MH FRAME AND COVER \ — — — — PER CITY STD PLAN 401 \ — VICTAULIC CPLG & END CAP W/316 SS BOLTS ADJUSTMENT RING PER CITY STD PLAN 400.1 6" MIN I ri �VL 4L.,y a LJ% 1;. R L Q. KING COUNTY MANHOLE R01-20 DROP PIPE DEMOLITION AND INSPECTION SCALE : NTS 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 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. LAM PARD@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. LAM PARD@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 ALL NEWLY INSTALLED PIPE HAS BEEN CLEANED, INSPECTED, TESTED, AND APPROVED BY THE CITY OF RENTON. 1\ 110/26/20221 JJM I RECORD DRAWING NO. DATE BY REVISION 6" MAX I 6" MIN IF DI FURP 1-12 2-DI CEMI C LAE / / SAND OR EXPANDABLE FOAM CORE DRILL AND INSTALL KOR-N-SEAL FURNISH & INSTALL: 1-2" CPLG, RESTR, PVCx 1-12" CROSS, RJ 1-DI SPL KING COUNTY MANHOLE R01-20 DROP PIPE UPPER PORTION RECONSTRUCTION SCALE: NTS LOWER PORTION NOT REPLACED KING COUNTY MANHOLE R01-20 SCALE : NTS S-394931 NOTICE Jim RECORD DESIGNED RENTON DOWNTOWN SHEET 0 /2 1 BAW DRAWINGS ® UTILITY KING COUNTY CONNECTION DETAIL DRAWN S 2ND ST & BURNETT AVE S SS-4O IF THIS BAR DOES SEE NOTE ON murraysmirth� IMPROVEMENTS NOT MEASURE 1" TTT THEN DRAWING IS CHECKED COVER SHEET PROJECT NOT TO SCALE 75 Of 121 PROJECT NO.: 18-2251 1 SCALE: AS SHOWN DATE: JANUARY 2021 I N ri7 U N V) J N z O V) ne Lu LL LL Lu I� J Lu a 0 M M N 0 N I 0 V) a Ln N N L0 a) Q U i N Q) Ln ra a a 0 c 0 c a) Lrn N N i 00 U L a �I Lu FLAT SLAB TOP KOR-N-SEAL EXTEND INLET 1" BEYOND MH WALL 24" SDR 35 DROP PIPE 900 BEND, P CONCRET CHANNEL 0.1-FT FA SSMH #22 SECTIONrl_-� SCALE: 1/2" = 1' - 0" - NI(1TFC 1. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 60" MANHOLE CONE, ADJUSTMENT RINGS, FRAME AND COVER PER CITY STD PLAN 400.1 AND 106 S K ETS, D STEPS PER -AN 400.1 ROP )OD. JWL NG BRACKET �TD PLAN )RDINATE 900 BEND BENCH LEVEL WITH OUTLET PIPE, SLOPE 4% L BOOT MIN 6' COMPACTED CSTC SUBGRADE 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 1\ 110/26/20221 JJM I RECORD DRAWING NO. DATE BY NOTICE Jim 0 /Z 1 DESIGNED BAW DRAWN IF THIS BAR DOES NOT MEASURE 1" TTT THEN DRAWING IS CHECKED NOT TO SCALE KOR-N-SEAL AD EXPANSION BAD POSITIONED TC CONCRETE ON / STRUCTURE IN FIELD WAS FOUND TO BE PERPENDICULAR TO ALIGNMENT, ANGLED DRILL WAS NOT REQUIRED 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. LAM PARD@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. LAM PARD@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 ALL NEWLY INSTALLED PIPE HAS BEEN CLEANED, INSPECTED, TESTED, AND APPROVED BY THE CITY OF RENTON. RECORD DRAWINGS SEE MUrraYSMirth S TE ON COOVERVER SHEEEET i �v�, '°,c.p c ,. c:C •v .. ,. n:< c; 'S, n:C'•v'. ° c:C'•v. .. n: <; c, .S, n:C'v. : e:p'e. ' 'e: :p'e•..' :e:p'e: ' :e:p'e. ' 'e:p'e e:p'e e:p'e. 'e e.p•e e e „ e:p o o.e a ';.e.p e e. 24" IE TO MATCH C900 SS p e. 2% SLOPE SPRINGLINE OF KC INTERCEPTOR KING COUNTY AS -BUILT TYP DIMENSIONS FOR DEFLECTION MANHOLE 108 INCH PIPE KING COUNTY MANHOLE R01-17 CONNECTION SCALE: 3/8" = 1' - 0" RENTON DOWNTOWN o UTILITY IMPROVEMENTS PROJECT KING COUNTY CONNECTION DETAIL S 3RD ST & BURNETT AVE S S-394932 SHEET SS-41 76 of 121 REVISION PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: JANUARY 2021 N ri7 U N U) J N z O U) re w w w w J w a O ro N O N O \ N U7 3 U) a Ln N N ,-1 L0 4-+ N N L U7 a U / N U0 ru L d d 0 C O C N ry N N / 00 / U N 0 L �I w / no PIPE SIZE AND MATERIAL AS SHOWN IN PLANS 1 10/26/2022 JJM RECORD DRAWING NO. I DATE BY EXIST M H FOUNDATION REVISION d dla d 977— d d a W�DOQ o0 00 o d. Oa 8 °0 0 0000- 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 NEW SEWER PIPE TIE-IN TO EXISTING SEWER MANHOLE SCALE: NTS SANDED PIPE ADAPTER GPK OR EQUAL a ala STANDARD SANITARY SEWER MANHOLE PER CITY STD PLAN 400.1 RUBBER PIPE ADAPTER KOR-N-SEAL OR EQUAL COMPACTED FOUNDATION o 0 0. 0O0. o 0 4 4 STANDARD SANITARY SEWER MANHOLE FRAME AND COVER PER CITY STD PLAN 401 5' MAX TYP 1I- 4 00 0 0 — 0.0 0 00 0 00 I - NEW SEWER PIPE TIE-IN TO EXISTING SEWER PIP SCALE: NTS NOTES: 1. MATCH NEW SEWER PIPE SIZE TO ADJACENT EXISTING SEWER. 2. NEW PIPE STUB SHALL BE SDR 35. EXISTING SEWER PIPE, TYP USE ROMAC 501 COUPLINGS OR EQUAL TO CONNECT TO EXIST SEWER MAINLINE NEW SEWER PIPE S-394933 NOTICE Jim RECORD DESIGNED RENTON DOWNTOWN SHEET o % 1 BAW DRAWINGS ® UTILITY MISCELLANEOUS SEWER DETAILS SS-4` DRAWN IF THIS BAR DOES SEE NOTE ON murraysmirth� IMPROVEMENTS NOT MEASURE 1" TTT THEN DRAWING IS CHECKED COVER SHEET PROJECT NOT TO SCALE 77 Of 121 PROJECT NO.: 18-2251 SCALE: AS SHOWN DATE: JANUARY 2021 N r U J rl N W Y a m 0 a 0 Q u7 M O M N O N N N a 3 -a a U a U) N N O 0 a U i N a a c 0 c a� N N i 00 +) U a F- w no FIf Ol 11 IA1r`TTnl\l C2nV gING TAPE SUPPLIED 'U, BURY 12" ABOVE WIT -H 80 PVC CONDUIT CONDUIT BACKFILL TO MATCH SEWER PIPE BACKFILL PER SECTION 7-08 RA A h I I I n l r r% T r l /' !- /1 \/ r Yl TYPICAL SPU CATHODIC PROTECTION CONDUIT MANHOLE AND JUNCTION BOX SECTION SCALE: 1 %2" = 1' NOTICE Jim RECORD 0 Y2 1 DESIGNED DRAWINGS BAW DRAWN rra smi IF THIS BAR DOES SEE NOTE ON NOT MEASURE 1" TTT th THEN DRAWING IS CHECKED COVER SHEET 1 10/26/2022 JJM RECORD DRAWING NOT TO SCALE NO. DATE BY REVISION i RENTON DOWNTOWN • UTILITY 'D IMPROVEMENTS PROJECT NOTES: 1. INSTALL MAIN CONDUIT CONTINUOUS FROM END TO END WITHOUT BREAKS AT INTERMEDIATE MANHOLES. 2. INSTALL 0.25" POLYPROPYLENE PULL ROPE THROUGH ALL CONDUIT AND CAP ENDS BEFORE BURY. CAP ENDS WITH SLIP ON FITTING BUT DO NOT SOLVENT WELD. 3. SPU WILL PROVIDE OLYMPIC FOUNDRY TYPE SM29 BOX AND LID FOR LOCATIONS IN LANDSCAPED AREAS, AND FOG-TITE J11 TYPE 2 FOR LOCATIONS IN PAVED AREAS. CATHODIC PROTECTION - 2 PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE R-394950 S-394934 SHEET CP-2 96 of 121 January 2021